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Lee Contractors, LLC ~ CP15011 City of Tigard CONTRACT CHANGE ORDER/ 13126 SVi Ball Blvd. AMENDMENT #1 SUMMARY Tigard, Oregon 97223Phone- (503) 639-4171 FIELD CHANGE ORDER FORM Fax- (503) 684-7297 w"-w.L and-or. oN Project Title:Tigard Entryway Monuments Project Manager:Jeff Peck Contractor: Lee Contractor's LLC Original Contract#: CP15011 Effective Dates: 6/1/15 Chane Order/Amendment Amount: $1,915.73 Accounting Strin :940-8000-56005-97024-130 Amendment Percentage Runnin Total: 1% AMENDMENT DETAILS Contract to be amended to account for the following: - Quantity of drainage fabric for drain monument wall drain rock determined in the field - Over excavation and placement of aggregate base for the artwork footings - Demolition and replacement of a panel of existing concrete walk directed by project mgr) CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Original Contract: 349,000.00 Monument Wall Drainage Fabric Lum Sum 1 595.73 595.73 Over Excavation/Aggregate Base for Artwork Footings Lump Sum 1 600.00 600.00 Replacement of sidewalk panel SQ. Foot 48 15.00 720.00 Total 350,315.73 REASONING FOR CHANGE ORDER/AMENDMENT Quantity of Drainage Fabric Increased when determined in the field. Over Excavation of footings required per Geotechnical report. (Over Excavation was not identified in the construction drawings) The existing concrete panel on blain Street showed significant heaving and acted as a trip hazard. We requested the concrete panel to be replaced with the project improvements. BUDGET IMPACT AND REQUIRED ACTIONS Contract Change is within the project budget REQUESTING PROJE AGER APPROVING 0 TAFF Signature 'Signature 2—. Zvl� Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all � - applicable rules, regulations, and laws that may be in effect for the work. The unit pricing in the original contract shall apply to Signature all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to 10-28-2015 the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM (THIS FORM MUST ACCOMPANY EVERY CONTRACT Contract Title: PIC—Tigard Entryway Monuments Number: Contractor: Lee Contractors.LLC Contract Total: $349,000 Contract Overview: Installation of Gateway walls,concrete hardscape and sidewalk,landscaping and irrigation This will include electrical work,mobilization.traffic control, erosion control,clearing and grubbing,excavation,embankment and grading Initial Risk Level: ❑ Extreme ❑ High ❑ Moderate ® Low Risk Reduction Steps: Insurance matches template and matrix Risk Comments: Risk Signature: Contract Manager:Teff Peck Ext: 2466 Department: PW/Engineering Type: ❑ Purchase Agreement ❑ Personal Service ❑ General Service ® Public Improvement ❑ IGA ❑ Other: Start Date: 6/1/15 End Date: 12/31/15 Quotes/Bids/Proposal: FIRM AMOUNT/SCORE Lee Contractors,LLC $349,000.00 Paul Brothers, Inc. $480,162.16 Subcom Excavation& Utilities Inc. $454,147.00 Account String: Fund-Division-Account Work Order—Activit;Type Amount FY 14/15 940-8000-56005 97024-130 $20,000 FY 15/16 940-8000-56005 97024-130 $329,000 Approvals - LCRB Date: 5/26/15 Department Comments: The bid was split between the north and south end. Bid was awarded based on total cost to complete both Department Signature: Purchasing Comments: f All r 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. C? iso l Version: March 19,2015 q NO CITY OF TIGARD, OREGON Memo Tigard Entryway Monuments DATE DUE: Tuesday,April 7,2015 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,April 7,2015 A mandatory Pre-Bid meeting and site walkthrough will be held at Tigard City Hall,2:00 pm local time, Tuesday,I'viarch 31,2015. PROJECT MANAGER: QUESTIONS REGARDING THE BID: Jeff Peck Joe Barrett,Sr. Management Analyst City of Tigard,Public Works Engineering City of Tigard,Procurement Office Phone: (503) 718-2466 Phone: (503) 718-2477 Fax: (503) 684-8482 Fax: (503) 6842797 Email: jeffonu. Bard-or. Email: joseph@a tigar} d=orgov SUBMIT BIDS TO: Joe Barrett,Sr. Management Analyst City of Tigard—Utility Billing Counter 13125 SW Hall Blvd Tigard, Oregon 97223 2 1 P a g e CITY OF TIGARD ADVERTISEMENT FOR BIDS TIGARD ENTRYWAY MONUMENTS 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, April 7, 2015 for the Tigard Entryway Monuments construction project Bids will be opened and publicly read aloud immediately after the bid's closing time and date at Tigard City Hall. A mandatory Pre-Bid meeting and site walkthrough will be held at Tigard Public Works Auditorium, located at 8777 SW Burnham Street,Tigard,Oregon 97223,at 2:00 pm local time,Tuesday,March 31,2015. The project,Tigard Entryway Monuments,generally consists of the following. 1. Mobilization,Traffic Control,Erosion Control,Clearing and Grubbing 2. Excavation,Embankment,and Grading 3. Installation of Gateway Walls with Natural Stone Veneer Finish 4. Installation of Wall Drainage 5. Installation Concrete Hardscape and Sidewalk 6. Installation of Landscaping and Irrigation 7. Electrical Work including.Monument Lighting,Circuits,and Conduit,etc. 8. 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 (100/6) 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,April 7,2015. 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 by contacting Joe Barrett,Sr. Management Analyst,at either(503) 718-2477 or joseph@toard-r.gov. The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements,and may reject for good cause any or all bids upon a finding of the City if it is in the public interest to do so. Published: Daily Journal of Commerce Tigard Times Date: Monday,March 23,2015 Thursday,March 26,2015 3 1 P a g e TABLE OF CONTENTS TITLE PAGE TitlePage-----------------------------------------------------------------------------------------------------------1 Advertisement for Bids 3 Table of Contents. INSTRUCTIONS TO BIDDERS Section 00120 Bidding Requirements and Procedures ___________________5 Section 00130 Award and Execution of Contract 14 BID BOOKLET AttachmentA Proposal---- --------••-----------------•--------------------------------------------------"---------------19 Attachment B Acknowledgement of Addenda......................................................................25 Attachment C Bid Certifications 26 Attachment D First Tier Subcontract Disclosure Form 27 Attachment E Bid Bond Form 28 CONTRACT BOOKLET Attachment F Public Improvement Contract________________________________________________________________________29 Attachment G Performance Bond Form 43 Attachment H Payment Bond Form---------------------------------------------------------------------------------------45 Attachment I Supplementary General Conditions _,_,47 Attachment J Special Provisions............................................................................................49 AttachmentK Project Manual,.......................................................................................... Attachment L Permits Attachment M Oregon BOLI Prevailing Wage Rates DRAWINGS Tigard Entryway Monuments 41Paae SECTION 00120-BIDDING REQUIREMENTS AND PROCEDURES This Section replaces Section 00120 of the 2008 edition of the Oregon Standard Specifications for Constriction. 00120.00 Bid Closing Time and Date - The advertisement, included in the Bid Booklet sets the deadline date and time for submitting bids. 00120.01 General Bidding Requirements - Bidders may obtain and submit Bids by paper before the deadline stated in the Advertisement for Bid and at the location stated in the Advertisement for Bid. 00120.05 Requests for Solicitation Documents - Informational Plans and Specifications (not for bidding) are available at the City of Tigard,13125 SW Hall Blvd.Tigard,OR 97223 at no charge. Copies of the Oregon Standard Specifications may be purchased at the ODOT Procurement Office - Construction,Contractor Plans,455 Airport Road SE,Building K,Salem,Oregon 97301-5348 (telephone (503) 986-6936). The Oregon Standard Specification can be obtained on line free of charge at: http:/hvww.oregon.gov/ODOT/HN,'/SPECS/standard specifications.shtml. (a) Paper Bids - Bidders must obtain Solicitation Documents from the City of Tigard, 13125 SW Hall Blvd., Tigard, OR 97223. Each request must include both the name of the person ordering or obtaining the Solicitation Documents,and the name of the Entity 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 .vw\x,.cleanwaterservices.or� Supplementary General Conditions Included in the Bid Booklet Special Provisions Included in the Bid Booklet Project Manual Included in the Bid Booklet Manual on Uniform Traffic Control Devices(141UTCD) Oregon Standard Specifications Version 2008—Volumes 1 &2 Available from ODOT Copies of these standards and specifications can be found at the locations stated above. 00120.10 Bid Booklet-The Bid Booklet may include,but is not limited to: • Proposal • Acknowledgement of Addenda • Bid Certifications • First Tier Subcontractor Disclosure • Bid Bond 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. 51Page 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 famished to all Holders of Bidding Plans according to 00120.30. Notification of erroneous or incomplete Plans or Specifications shall also be submitted to the Procurement Office. Such notification shall also be made in sufficient time for the City to make any necessary 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 Tigard Entryway Monuments 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. 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 61Page 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 rights to, other adjacent properties in the Project area, "normal Right-of-Way' is limited to a line drawn across that property connecting the normal Right-of-Way limits on either side of the property. (b) Outside Normal Right-of-Way Limits - The Contractor may not use City-owned property outside of normal Right-of-Way limits for the Project without the approval of the City. If a Bidder obtains approval before submitting a Bid, use of the property will be at no cost to the Contractor,or at a cost stated by the Engineer upon granting approval,as confirmed by Addendum. If approval is not obtained before submitting a Bid, and the Contractor proposes to use City-owned property outside the normal Right-of-Wav 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. 71Page (e) 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 l'vlaterials 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 infomnation 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. 00120.30 Changes to Plans, Specifications, or Quantities before Opening of Bids - The City may modify the Solicitation Documents by issuance of an "Addendum" to all prospective bidders within a reasonable time prior to bid closing to allow bidders to consider them in preparing their bids,but in no case less than 48 hours before the bid closing. If an Addendum is necessary after that time,the City,at its discretion,can extend the closing date. Any Addendum issued, as a result of any change in the Solicitation Documents, must be acknowledged by submitting the "_acknowledgment of Addendum" (Attachment B) with a proposal. Only,questions that are answered by formal written addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 00120.40 Preparation of Bids: (a) Bidding Considerations - Bids must be prepared on the Bid Proposal included in Attachment A and must be completed, signed, dated, and submitted prior to the closing date and time. All bids shall be prepared and submitted in ink or typewritten. By submitting a completed Bid Form, the Bidder is stating their confomnance 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. 8IPage 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 0 00160.20(b),Buy Oregon • 00180.20,Subcontracting Limitations • 00180.21,Subcontracting • 00195.50(a-1),Incidentals • 00195.00(a),Cost of Insurance and Bonds (b)Paper Bids -The Bidders shall not alter,in any manner, the paper documents bound within the Bid Section. Bidders shall complete the certifications and statements included in the Bid Section of the Bid Booklet according to 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 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)). (c) Recyclable Products - Bidders shall use recyclable products to the maximum extent economically feasible in the performance of the contract set forth in this document (d)Bid Schedule Entries - Using figures, Bidders shall fill in all blank spaces in the paper Bid Schedule. For each item in the paper Bid Schedule, Bidders shall enter the unit price and the product of the unit price multiplied by the quantity given. The unit price shall be greater than zero, shall contain no more than two decimal places to the right of the decimal point, and shall be expressed in U.S. dollars and cents (for example,$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. (e) 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. (f) Bid Guaranty -All Bids shall be accompanied by a Bid guaranty in the amount of 10%of the total amount of the Bid. The Bid guaranty shall be either a Surety bond,irrevocable letter of credit issued by an insured institution as defined in ORS 706.008 or security in the form of a cashier's check or certified check made payable to the Agency. (see ORS 279C.365(4)). 91Page 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. (g) 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-der Subcontractors that will furnish labor or labor and Materials, and whose contract value is equal to or greater than: • 5%of the total Project Bid,but at least$15,000;or • $350,000,regardless of the percentage of the total Project Bid. For each Subcontractor listed,Bidders shall state: • The name of the Subcontractor, • The dollar amount of the subcontract;and • The category of Work that the Subcontractor would be performing. If no subcontracts subject to the above disclosure requirements are anticipated, a Bidder shall so indicate by entering "NONE" or by filling in the appropriate check box. For each Subcontractor listed, Bidders shall provide all requested information. An incomplete form will be cause for rejection of the Bid. The Subcontractor Disclosure Form may be submitted for a paper Bid either: • By filling out the Subcontractor Disclosure Form included in the Bid Booklet and submitting it together with the Bid at the time and place designated for receipt of Bids; • By removing it from the paper Bid Booklet, filling it out and submitting it separately to the Agency Procurement Office,at the address or FAX number given in the Bid Booklet. Subcontractor Disclosure Forms submitted by any method will be considered late if not received by the Procurement Office within two working hours of the time designated for receiving Bids. Bids not in compliance with the requirements of this Subsection will be considered non-responsive. 00120.45 Submittal of Bids: (a) Paper Bids - Paper bids may be submitted by mail, parcel delivery service, or hand delivery- to the offices and addresses, and at the times given in the Bid Booklet Submit paper Bids in a sealed envelope marked with the word"Bid", the name of the Project,and the words "To Be Opened Only by Authorized Personnel" on the outside. If a delivery or courier service is used, the Bidder shall place the sealed envelope containing the paper Bid inside the delivery or courier service's envelope. 101Page Closing time for acceptance of paper Bids is the time stated in the Advertisement on the day of Bid Opening. Paper Bids submitted after the time set for receiving paper Bids will not be opened or considered. The Agency assumes no responsibility for the receipt and return of late paper Bids. (b) Submission - One (1) original and one copy of the sealed Bid must be received before the stated closing time at the address listed below. To assure that your bid receives priority treatment,please mark as follows. Tigard Entryway Monuments Due Date: April 7,2015 City of Tigard—Utility Billing Counter Attn: Joe Barrett,Sr.Management Analyst 13125 SW Hall Blvd. Tigard,Oregon 97223 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. (e) Bid Opening- Bids will be opened immediately following the deadline for receiving bids as stated in the Advertisement in Tigard City Hall. Bidders may be present; however, award decisions will not be made at the opening. 00120.60 Revision or Withdrawal of Bids: (a) Modifications To Bids - In accordance with Tigard Public Contracting Rule 30.070 (A),a Bid may be modified after submittal so long as the modification is done in writing prior to the bid's closing time and date. Any modification must be prepared on the 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 Procurement Office in a sealed envelope that is marked "BID MODIFICATION" and list the original bid title and closing date. (b)Withdrawal of Bids -Tigard Public Contracting Rule 30.070 (B) allows for the withdrawal of a bid so long as the bidding company submits a withdrawal request in writing on company letterhead and signed by a company representative prior to the time and date of bid closing. The withdrawal request shall be delivered to the City's Procurement Office and the bid shall be returned, unopened, to the requesting bidder. 00120.65 Opening and Comparing Bids—Bids will be opened and the total price for each Base Bid and Add Alternative #1 will be read publicly at the time and place stated in the Advertisement for Bids. Bidders and other interested parties are invited to be present. Bids for each Project will be compared on the basis of the total amount of each Bid for either the base bid or Add Alternative #1, whichever the City has appropriate funding to complete. The total amount of each 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. 111Page When an error(s) is made in extending total prices, the unit 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-der 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 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. 121Page 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: • 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 famish 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). 00120.92 Rejection of.All Bids—The City reserves the right to reject all bids and suspend the project in the event all bids exceed the funds the City has appropriated for this project or for otherwise deemed in the City's or the public's best interest to do so. 120.95 Public Records - All bid material submitted by bidder shall become the property of the City and is public record unless otherwise specified. A bid that contains any information that is considered trade secret under ORS 192.501(2) should be segregated and clearly identified as such. This information will be kept confidential and shall not be disclosed except in accordance with the Oregon Public Records Law, ORS 192. The above restrictions may, not include cost or price information,which must be open to public inspection. 131Page SECTION 00130—AWARD AND EXECUTION OF CONTRACT This Section replaces Section 00130 of the 2008 edition of the Oregon Standard Specifications for Construction. 00130.00 Consideration of Bids (a) The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements and may reject for good cause any or all bids upon a finding of the City that it is in the public interest to do so. (b) The City reserves the right, as allowed under Tigard Public Contracting Rule 30.085 (B) to waive any and all minor informalities that may arise in relation to this bid process. Minor informalities are matters of form rather than substance that are evident from the bid documents, or insignificant mistakes that can be waived or corrected without prejudice to other bidders or the City. The informality shall not affect price, quantity, quality, delivery, or contractual conditions except in the case of infomialities 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 Base Bid or Add Alternative the City has sufficient appropriations to complete. 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. 1.41Page 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. Notice of Award and Contract booklets ready for execution will be sent within 60 Calendar Days of the opening of Bids or within the number of Calendar Days specified in the Special Provisions or a written mutual agreement 00130.15 Right to Protest Award-In accordance with Tigard Public Contract Rule 30.135 any,actual bidder who is adversely affected or aggrieved by the City's intent to award the contract resulting from this Invitation to Bid to another bidder shall have seven (7) calendar days after notice of intent to award to submit to the City a written protest of the notice of award In order to be adversely affected or aggrieved,a bidder must claim to be eligible for award of the contract as the lowest responsible bidder and must be next in line for award;i.e.the protester must claim that all lower bidders are ineligible for award because they are non-responsive or non-responsible. The City will not entertain any protest submitted after the time period established under this Invitation to Bid document The City shall issue a written decision denying or affirming the protest to every bidder providing an address to the City before any action is taken on the contract 00130.20 Cancellation of Award-Without liability to the City,the City, may for good cause cancel Award at any time before the Contract is executed by all parties to the Contract, as provided by ORS 279C.395 for rejection of Bids,upon finding it is in the public interest to do so. 00130.30 Contract Booklet-Includes the documents listed under Section 4, "Contract Documents," of the Public Improvement Contract(Attachment F). 00130.40 Contract Bonds, Certificates, and Registrations -Before the City will execute the Contract, the successful Bidder shall furnish the following bonds,certificates,and registrations: (a) Performance and Payment Bonds - When Awarded the Contract, the successful Bidder shall furnish a Performance Bond and a Payment Bond of a Surety authorized to do business in the State of Oregon as required by Tigard Public Contracting Rule 30.190(A). The successful Bidder shall submit the standard bond forms, which are bound in the Contract booklet Faxed or photocopied bond forms will not be accepted. The amount of each bond shall be equal to the Contract Amount. The Performance Bond and the Payment Bond must be signed by the Surety's authorized Attorney-in-Fact, and the Surety's seal must be affixed to each bond. A power of attorney for the Attomey-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 famish 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 151Page warranty performance bond shall be in the sum of 80% of the full Contract Amount. The bond is to secure the performance by the Contractor of correction work on any coating system defects that the Contractor may be directed by the City to perform. The Contractor shall use the City-provided form for the bond except that if the surety is a multiple surety, a copy of the form for a bond with multiple sureties shall be obtained from the City. The supplemental warranty 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 Cit} 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 famish 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. 161Page (4) A landscaping business may bid on a Project or perform a Contract that includes the phase of landscape contracting for which it is not licensed if it employs a landscape contractor, or subcontracts with another licensed landscaping business,licensed for that phase. (e) Business Tax and Federal Id No. Required-The City of Tigard Business Tax is required from the successful Bidder. Chapter 5.4 of the Tigard Municipal Code states any business doing business in the City of Tigard shall pay a City of Tigard Business Tax. No contracts shall be signed prior to the obtaining of the City of Tigard Business Tax. Upon award of proposal, contractor shall complete a Federal W-9,Request for Taxpayer Identification 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: (1) 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. (2) If the Contractor is a corporation, the President and the Secretary of that corporation shall sign the Contract, Performance Bond, and Payment Bond. However, if other corporate officers are authorized to execute contracts and bonds, the successful Bidder shall furnish with those documents a certified, true and correct copy of the corporate bylaws or minutes stating that authority. If only one officer is signing, then the bylaws or minutes must include the authority to sign without the signature of others. The successful Bidder shall also include the tide(s) or corporate office(s) held by the signer(s). (b) By the City - 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. (e) Contract-After the award, the Contractor and the City will enter into a public improvement contract incorporating the terms and conditions of the Public Improvement Contract and the bid response. Vendors taking exception to any of the contract terms shall submit a protest or request for change in accordance with Section 00120.15(b) "Protest of Specifications or Terms" or their exceptions will be deemed waived. 00130.60 Failure to Execute Contract and Bonds - Failure of the successful Bidder to execute the Contract and provide the required certificates, certifications, and bonds may be cause for cancellation of the 171Page 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 Calendar Days after Bids are opened, except for those of the three apparent lowest Bidders on each Project The guaranties of the three apparent lowest Bidders will be released and checks returned to unsuccessful Bidders within seven days of the Agency's execution of the Contract. 00130.80 Project Site Restriction- Until the City sends the Contractor written Notice to Proceed with the Work, and the Contractor has filed the public works bonds required in 00170.20, the Contractor shall not go onto the Project Site on which the Work is to be done, nor move Materials, Equipment, or workers onto that Project Site. The Contractor will not automatically be entitled to extra compensation because the commencement of Work is delayed by failure of the City to send the Contract for execution. However, if more than 30 Calendar Days elapse between the date the Bid is opened and the date the City sends the Contract to be executed, the 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 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). 181Page ATTACHMENT A CITY OF TIGARD PROPOSAL * , TIGARD ENTRYWAY MONUMENTS 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: Tigard Entr3yay Monuments Bid Due Date: Tuesday, April 7,j 2015 Name of Submitting Firm: The Undersigned (check one of the following and provide additional information): An individual doing business under an assumed name registered under the laws of the State of ; or A partnership registered under the laws of the State of ; or A corporation organized under the laws of the State of ; or A limited liability corporation organized under the laws of the State of Om C n ; hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project in strict accordance with the Contract� �� OV <' L Documents for the Base Bid as follows: Y1� J � dY oval.�W/J &If 64 and go /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. 19� t ., TIGARD ENTRYWAY MONUMENTS (CIP 2015-97024) BASE BID (SOUTH ENTRYWAY MONUMENT) ITEM QUANTITY UNIT UNIT PRICE ITEM TOTAL Mobilization 1 LUMP SUM 11400 11400 Traffic Control 1 I,t'MP SLii 10,000 10,000 Concrete & Masonry & Thermal & 79000 79000 Moisture Protection SU-1\1 Concrete Forming and Acessories Concrete Reinforcing Cast-In-Place Concrete Pre Cast Architectural Concrete Unit Masonn- Stone Masonry Veneer Electrical Work 1 1',U\1P SUFI 26000 26000 30000 30000 Earthwork & Utilities 1 111;\1P StiNI Site Clearing Grading Excavation Trenching Fill Subdrainage 15000 15000 Exterior Improvements 1 1.Ui:I\1P StTm Underground Sprinklers Seeding Planting Soil Plants BASE BID TOTAL 171,400 BASE BID + ALTERNATE 1 (NORTH ENTRYWAY MONUMENT CONCURRENT WITH SOUTH ENTRYWAY) ITEM QUANTITY UNIT UNIT PRICE ITEM TOTAL Mobilization 1 LUMP SUI\I 25000 25000 Traffic Control l LUMP SU-M 20000 20000 Concrete & Masonry & Thermal & 165000 165000 Moisture Protection Concrete Forming and Acessories Concrete Reinforcing Cast-In-Place Concrete Pre Cast Architectural Concrete Unit Masonry Stone Masons ,Veneer Electrical Work 1 LUMP SUFI 50000 50000 Earthwork & Utilities 1 Lt'�IP SUtii 59000 59000 Site Clearing Gradin Excavation Trenching Fill Subdrainage Exterior Improvements i 1, `i 30000 — 30000 Underground Sprinklers Seeding Planting Soil Plants BASE BID + ALTERNATE 1 TOTAL 349,000 ALTERNATE2 (NORTH ENTRYWAY MONUMENT - PHASED 12 TO 18 MONTHS AFTER SOUTH ENTRYWAY) ITEM QUANTITY UNIT UNIT PRICE ITEM TOTAL Mobilization 1 LUMP SUM 15000 15000 Traffic Control 1 LUIMP SUM 10000 10000 Concrete & Masonry &Thermal & 90000 90000 Moisture Protection 1 I,UNiP SUIT Concrete Forming and Acessories Concrete Reinforcing Cast-In-Place Concrete Pre Cast Architectural Concrete Unit Masonry Stone Masonry Veneer Electrical Work 1 LUMP SUM 27000 27000 Earthwork &Utilities 1 LUMP SUM 33000 33000 Site Clearing Gradin Excavation Trenching Fill Subdraina e Exterior Improvements 1 LUMP SUM 15000 15000 Underground Sprinklers Seeding Planting Soil Plants ALTERNATE 2 TOTAL 190,000 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 iry. The su ety(es) re uested to issue the Performance Bond and Payment Bond will be 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 ® HAS ❑ HAS NOT (check applicable status) paid unemployment or income taxes in Oregon within the past 12 months and ❑ HAS ® HAS NOT (check applicable status) a business address in Oregon. The Undersigned [� 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. Thendersigned's CCB registration number is 1'0537 with an expiration date of bJ �- 1� . 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 231x3 accordance with ORS 701.035 to 701.055 at the time the subcontractor(s) made a bid to work under the contract. The successful Bidder hereby certifies that,in accordance with the W rke�i's Comp sation Law of the State Of Ore on, its Worker's Compensation Insurance provider is WK' a r L , PolicN No.C Cd Li41 and that Undersigned shall submit Certificates of Insurance as required. LVName of Company: L�2-5 Company Address: �w WA 1�r6qq Federal Tax ID: q�q S,S-A- Telephone: �J �) " O 5-X' �3 Fax: n o& (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: Printed Name &Title: kdJ& Date: �') ` Iyy 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. ATTACHMENT B CITY OF TIGARD ACKNOWLEDGMENT OF ADDENDA TIGARD ENTRYWAY MONUMENTS I/WE HAVE RECEIVED THE FOLLOWING ADDENDA: If none received wi*e `None Received" 1. A� 5S" 331 3. 2 4. Date Signature of oposer blrl , Title k&: �O-J--(-0043 Corporate Name 251 ? . ATTACHMENT C CITY OF TIGARD BID CERTIFICATIONS TIGARD ENTRYWAY MONUMENTS 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 practyint have terminated and that a recurrence of such acts is unlikely. Agreed by: Ll gIFirm Name: �OV�0-4-3 ' & Address: 19,0• bx 94 AAW�z Officer's signature: -- Type or print officer's name: JV 261 , ATTACHMENT D CITY OF TIGARD FIRST TIER SUBCONTRACTOR DISCLOSURE FORM TIGARD ENTRYWAY MONUMENTS BID #: CIP 2015-97024 BID CLOSING: Date: Tuesday April 7,2015 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 2) 3) 4) Failure to submit this form by the disclosure deadline will result in a nonresponsive bid. A nonresponsive bid will not be considered for award. Form submitted b (bidder name):— l Contact name: Phone #: 3 b 27 ATTACHMENT E CITY OF TIGARD BID BOND TIGARD ENTRYWAY MONUMENTS We,Lee Contractors, LLC ,as"Principal," (Name of Principal) and Indemnity Company of California ,an California Corporation, (Name of Surety) authorized to transact Surety business in the State of Oregon,as"Surety," hereby jointly and severally bind ourselves, our respective heirs, executors, administrators, successors, and assigns to pay unto the City of Tigard ("Obligee') the sum of Ten Percent of Total Amount Bid-- and _ 100 Dollars ($101/6 of Bid-- ), WHEREAS,the condition of the obligation of this bond is the Principal has submitted a bid or proposal to the Obligee in response to Obligee's solicitation for the project identified as Tigard Entryway Monuments,which bid or proposal is made a part of this bond by reference,and Principal is required to furnish bid security in an amount equal to ten percent(10%)of the total amount of the bid pursuant to the solicitation document NOW, THEREFORE, if the bid or proposal submitted by Principal is accepted, and if a contract pursuant to the proposal or bid is awarded to Principal, and if Principal enters into and executes such contract within the time specified in the said documents and delivers to Obligee its good and sufficient Performance Bond and Payment bond required by Obligee within the time fixed by Obligee, then this obligation shall be void;otherwise, it shall remain in full force and effect. IN WITNESS WHEREOF, we have caused this instrument to be executed and sealed by our duly authorized legal representatives this 7th day of April 2015 PRINCIPAL• Le Contractors, LLC SURETY: Indemnity Company of California By; BY ATTORNEY-IN-FACT gn ture Gloria Bruning P ted ame&Title Printed N Attest: /�/f/(�`��✓1,�1.(i1M� Signature 1201 SW 12th Ave., #500 Address Portland, OR 97205 City State Zip 281Page 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, John D. Klump,Vicki Mather, Philip O. Forker, Gloria Bruning, Gene M. Dietzman, James P. Dooney, 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 surety- ship giving and granting unto said Attorney(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 Attorneys)-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 November 21,2013. Daniel Young,Senior Vice-President ;",Ji ;ap,PORAI:F?y% -37 >�pp PORq OCT. G "1 10 sc�c OCT.S By =o 1 9 3 6 C ) w 1967 Mark J.Lansdon,Vice-President c �2Z i �9l IFOFr a� State of California 7k County of Orange ""`" On November 21 2013 before me, Antonio Alvarado Notary Public Date Here Insert Name and Title of the Officer personally appeared Daniel Young and Mark J.Lansdon Name(s)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 histher/their signature(s)on the instrument the person(s),or the entity upon behalf of ANTONIO ALVARADO which the persons)acted,executed the instrument COMM.#2033556 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is NOTARY PUBI.tC CALIFOFfd1 Z_ ORANGE COUNTY true and correct. My comm.expires Aug.S,2017 WITNESS my hand and official seal. �fl�p• Place Notary Seal Above Signature Antonio Alvarado,Notary Public CERTIFICATE The undersigned,as Secretary or Assistant Secretary of DEVELOPERS SURETYAND 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 Attomey are in force as of the date of this Certificate. This Certificate is executed in the City of Irvine,California,this l' day of �Q✓� j S By. I Cassie J.Berdsfor6.Issistant Secretary ID-1380(Rev.11/13) ATTACHMENT F CITY OF TIGARD PUBLIC IMPROVEMENT CONTRACT—PWR COVERED PROJECT TIGARD ENTRYWAY MONUMENTS THIS CONTRACT, made and entered into this 1" day of June, 2015, by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Lee Contractors 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 B. Excavation, Embankment,and Grading C. Installation of Gateway Walls with Natural Stone Veneer Finish D. Installation of Wall Drainage E. Installation Concrete Hardscape and Sidewalk. F. Installation of Landscaping and Irrigation G. Electrical Work including. Monument Lighting,Circuits,and Conduit,etc. H. 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 bcgan, 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 Oregon Standard Specification for Construction,2008,Volume 1 and Volume 2. Solicitation Documents Advertisement for Bids Bidding Requirements and Procedures Award and Execution of Contract Proposal Acknowledgement of Addenda Bid Certifications—Non-Discrimination Clause First Tier Subcontract Disclosure Form Bid Bond Form Public Improvement Contract Performance Bond Payment Bond Supplementary General Conditions Special Provisions Project Manual Drawings Standard Documents General Conditions (Oregon Standard Specification for Construction, 2008, Volume 1 as amended by the Supplementary General Conditions and Special Provisions) Standard Specifications (Oregon Standard Specification for Construction, 2008, Volume 2 as amended Special Provisions) Project Manual 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 Jeff Peck, Project Coordinator, who can be reached by mail at 13125 SW Hall Blvd., Tigard, Oregon 97223; by telephone: (503) 718-2466,or via email at jeffp@fi ard-oror.gov. 6. Contractor's Representative For purpose hereof, the Contractor's authorized representative will be Randy Lee who can be reached by mail at PO Box 869, Battle Ground, Washington 98604, by phone at (360) 852- 2317,or via email at randyaleecompany.net 7. Contractor Identification Contractor shall furnish to the City the Contractor's employer identification number, as designated by the Internal Revenue Service, or Contractor's social security number, as City deems applicable. 8. Compensation A. Progress Payments: City agrees to pay Contractor Three Hundred Forty Nine Thousand and No/100 Dollars ($349,000.00) for performance of those services provided hereunder, which payment shall be based upon the following applicable terms: The City will pay only for measured Pay Item quantities incorporated into the Work or performed according to the terms of the Agreement. The Contractor understands and agrees that Pay Item quantities listed in the Schedule of Items do not govern payment Payment constitutes full compensation to the Contractor for furnishing all materials, equipment, labor, and incidentals necessary to complete the Work; and for risk, loss, damage, and expense arising from the nature or prosecution of the Work or from the action of the elements,subject to the provisions of 00170.80. The Contractor shallinclude 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 fiirther 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 fiends are available and authorized for expenditure to finance costs of this contract during the current fiscal year. Funding in future fiscal years shall be contingent upon budgetary approval by the Tigard City Council. Contractor shall include proof of payment to any and all subcontractors and suppliers with each statement submitted to the City. The City shall retain the right to withhold payments if required proof of payment to subcontractor and suppliers is not included with a statement. As required under State of Oregon Prevailing Wage Rate (PWR) Law, the City shall withhold 25% of any progress payment amounts owed to Contractor if Contractor has failed to file certified statements with the City. B. Timing of Payments: Progress payments, less a five percent retainage as authorized by ORS 279C.555, shall be made to the Contractor within twenty (20) days of the City's receipt of the statement of services. The Contractor agrees that the "Time of Completion" is defined in the Bid Proposal, and agrees to complete the work by said date. The Contractor and City agree that the City will suffer damages each day the work remains uncompleted after the Time of Completion and that the amount of those damages are difficult to calculate. Contractor and City agree that a reasonable amount of damages for late completion is $500.00 per day and Contractor agrees to pay damages in that amount if the work is not completed by the Time of Completion. C. Final Payment: The Contractor shall notify the City in writing when the Contractor considers the project complete,and the City shall,within 15 days after receiving the written notice,either accept the work or notify the Contractor of work yet to be performed on the contract. Upon acceptance by the City, the entire balance due to the Contractor, including the retained percentage, shall be paid to the Contractor, by the City within 30 days after the date of said final acceptance. The City shall pay to the Contractor interest at the rate of one and one-half percent per month on the final payment due the Contractor, to commence 30 days after the work under the Contract has been completed and accepted and to run until the date when final payment is tendered to the Contractor. If the City does not,within 15 days after receiving written notice of completion,notify the Contractor of work yet to be performed to fulfill contractual obligations, the interest provided by this subsection shall commence to run 30 days after the end of the 15-day period. As a further conditions of final acceptance, the City may require the Contractor to submit evidence, satisfactory to the City's Representative, that all payrolls, material bills, and other indebtedness connected with the project have been paid, except that in case of any disputed indebtedness or liens, the Contractor may submit in lieu of evidence of payment, a surety bond satisfactory to the City guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. 9. Status Of Contractor As Independent Contractor Contractor certifies that: A. Contractor acknowledges that for all purposes related to this Agreement,Contractor is and shall be deemed to be an independent Contractor as defined by ORS 670.600 and not an employee of City, shall not be entitled to benefits of any kind to which an employee of City is entitled and shall be solely responsible for all payments and taxes required by law. Furthermore,in the event that Contractor is found by a court of law or any administrative agency to be an employee of City for any purpose, City shall be entitled to offset compensation due,or to demand repayment of any amounts paid to Contractor under the terms of this Agreement, to the full extent of any benefits or other remuneration Contractor receives (from City or third party) as a result of said finding and to the full extent of any payments that City is required to make (to Contractor or to a third party) as a result of said finding. B. The undersigned Contractor hereby represents that no employee of the City, or any partnership or corporation in which a City employee has an interest,has or will receive any remuneration of any description from Contractor, either directly or indirectly, in connection with the letting or performance of this Agreement, except as specifically declared in writing. C. If this payment is to be charged against Federal funds,Contractor certifies that he or she is not currently employed by the Federal Government and the amount charged does not exceed his or her normal charge for the type of service provided. D. Contractor and its employees, if any, are not active members of the Oregon Public Employees Retirement System and are not employed for a total of 600 hours or more in the calendar year by any public employer participating in the Retirement System. E. Contractor certifies that it currently has a City business license or will obtain one prior to delivering services under this Agreement. F. Contractor is not an officer,employee,or agent of the City as those terms are used in ORS 30.265. 10. Subcontracts -Assignment&Delegation Contractor shall submit a list of Subcontractors for approval by the City, and Contractor shall be fully responsible for the acts or omissions of any Subcontractors and of all persons employed by them, and neither the approval by City of any Subcontractor nor anything contained herein shall be deemed to create any contractual relation between the Subcontractor and City. This agreement, and all of the covenants and conditions hereof, shall inure to the benefit of and be binding upon the City and the Contractor respectively and their legal representatives. Contractor shall not assign any rights nor delegate any duties incurred by this contract, or any part hereof without the written consent of City, and any assignment or delegation in violation hereof shall be void. Any and all subcontracts issued by the contractor shall contain a provision that workers shall be paid not less that the PWR Law specified minimum wage. 11. Contractor-Payment of Benefits- Hours of Work A. The Contractor shall: 1) Make payment promptly, as due, to all persons supplying to such Contractor labor or material for the prosecution of the work provided for in this contract; 2) Pay all contributions or amounts due the under the Industrial Accident Fund form the Contractor or subcontractor incurred in the performance of this Agreement; 3) Pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316.167. 4) Not permit any lien or claim to be filed or prosecuted against the City of Tigard, on account of any labor or material furnished; B. The Contractor or the Contractors Surety and every Subcontractor or the Subcontractor's Surety shall file certified statements with the City in writing in form prescribed by the Commissioner of the Bureau of Labor and Industries, certifying the hourly rate of wage paid each worker which the Contractor or the Subcontractor has employed upon such public work, and further certifying that no worker employed upon such public work has been paid less than the applicable prevailing rate of wage,which certificate and statement shall be verified by the oath of the Contractor or the Contractor's Surety or Subcontractor or the Subcontractor's Surety that the Contractor or Subcontractor has read such statement and certificate and knows the contents thereof and that the same is true to the Contractor's or Subcontractor's knowledge. 1) The certified statements shall set out accurately and completely the payroll records for the prior week, including the same and address of each worker, the worker's correct classification, rate of pay,daily and weekly number of hours worked, deductions made and actual wages paid. 2) Each certified statement required herein shall be delivered or mailed by the Contractor or Subcontractor to the City. A true copy of the certified statements shall also be filed at the same time with the Commissioner of the Bureau of Labor and Industries. Certified statements shall be submitted as follows: a) Each Contractor or Subcontractor shall preserve certified statements for a period of three years from the date of completion of the contract. C. The Contractor agrees that if the Contractor fails, neglects or refuses to make prompt payment of any claim for labor or services furnished to the Contractor or a Subcontractor by any person in connection with this contract as such claim becomes due, the proper office of the City of Tigard may pay such claim to the person furnishing the labor or services and charge the amount of the payment against funds due or to become due to the Contractor by reason of such contract. Payment of a claim in this manner shall not relieve the Contractor or the Contractor's Surety from obligation with respect to any unpaid claims. D. Contractor agrees that no person shall be employed for more than ten (10) hours in any one day, or 40 hours in any one week, except in cases of necessity or emergency or when the City deems it in the best interest of the public or policy absolutely requires it, in which event, the person so employed for excessive hours shall receive at least time and a half pay for the following. 1) For all overtime in excess of eight hours in any one day or 40 hours in any one week when the work week is five consecutive days,Monday through Friday;or 2) For all overtime in excess of 10 hours in any one day or 40 hours in any one week when the work week is four consecutive days,Monday through Friday;and 3) For all work performed on Saturday and on the legal holidays specified in ORS 279C.540. E. The Contractor agrees to provide a written schedule to all employees showing the number of hours per day and days per week the employee may be required to work. F. No City employee shall be required to work overtime or on a Saturday, Sunday or holiday in the fulfillment of this contract except where the Contractor agrees to reimburse the City in the amount of money paid the employee for such work as determined by state law, the City's personnel rules or union agreement. The Contractor shall require every subcontractor to comply with this requirement. G. If Contractor or any first-tier subcontractor fails to pay a person furnishing labor or material within 30 days after receipt of payment form the City or from the Contractor to a subcontractor, the Contractor or first-tier subcontractor shall owe the person the amount due plus interest commending at the end of the 10 day period that the payment is due under ORS 279C.580, unless payment is subject to a good-faith dispute. The interest rate shall be as specified in ORS 279C.515(2). If the Contractor or any subcontractor fails, neglects, or refuses to pay a person furnishing labor or material, the person may file a complaint with the Construction Contractors Board, unless the payment is subject to a good faith dispute as defined in ORS 279C.580. H. Contractor shall include a clause in each contact with a subcontractor a requirement that the contractor pay the subcontractor for satisfactory performance within 10 days of receipt of payment from the City for the work Contractor shall include in contracts with subcontractors an interest provision for such payments in compliance with ORS 279C.580. Contractor shall include a clause in each contract with a subcontractor requiring the subcontractor to meet the same payment and interest standards as required by ORS 279C.580 (4). 12. Drug Testing Program ORS 279C.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The Contractor demonstrates that a drug-testing program is in place by signing of the contact The drug testing program will apply to all employees and will be maintained for the duration of the Contract awarded. Failure to maintain a program shall constitute a material breach of contract 13. Contractor's Employee Medical Payments Contractor agrees to pay promptly as due, to any person, co-partnership, association or corporation furnishing medical, surgical, and hospital care or other needed care and attention incident to sickness or injury to the Contractors 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 tenrunation 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 G 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 terns 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 attomey'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 Contractors activities or work hereunder, including the operations of its subcontractors of any tier. Such insurance shall include provisions that such insurance is primary insurance with respect to the interests of City and that any other insurance maintained by City is excess and not contributory insurance with the insurance required hereunder. The policy or policies of insurance maintained by the Contractor and its subcontractor shall provide at least the following limits and coverages: A. Commercial General Liability Insurance: Contractor shall obtain, at contractor's expense, and keep in effect during the term of this contract, Comprehensive General Liability Insurance covering Bodily Injury and Property Damage on an "occurrence" form (CG 2010 1185 or equivalent). This coverage shall include Contractual Liability insurance for the indemnity provided under this contract. The following insurance will be carried: Coverage Limit General Aggregate $3,000,000 Products-Completed Operations Aggregate $2,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage (Any one fire) $50,000 B. Commercial Automobile Insurance: Contractor shall also obtain, at contractor's expense, and keep in effect during the term of the contract, "Symbol 1" Commercial Automobile Liability coverage including coverage for all owned, hired, and non-owned vehicles.The Combined Single Limit per occurrence shall not be less than$2,000,000. C. Workers' Compensation Insurance: The Contractor, its subcontractors, if any, and all employers providing work, labor or materials under this Contract are subject employers under the Oregon Workers' Compensation Law and shall comply with ORS 656.017, which requires them to provide workers' compensation coverage that satisfies Oregon law for all their subject workers. Out-of-state employers must provide Oregon workers' compensation coverage for their workers who work at a single location within Oregon for more than 30 days in a calendar year. Contractors who perform work without the assistance or labor of any employee need not to obtain such coverage." This shall include Employer's Liability Insurance with coverage limits of not less than $1,000,000 each accident D. Additional Insured Provision: The City of Tigard, Oregon, its officers, directors, and employees shall be added as additional insureds with respect to this contract All Liability Insurance policies will be endorsed to show this additional coverage. E. Insurance Carrier Rating: Coverage provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. The City reserves the right to reject all or any insurance carrier(s)with an unacceptable financial rating. F. Certificates of Insurance: As evidence of the insurance coverage required by the contract, the contractor shall furnish a Certificate of Insurance to the City. No contract shall be effected until the required certificates have been received and approved by the City. The certificate will specify and document all provisions within this contract. A renewal certificate will be sent to the above address 10 days prior to coverage expiration. G. Independent Contractor Status: The service or services to be rendered under this contract are those of an independent contractor. Contractor is not an officer,employee or agent of the City as those terms are used in ORS 30.265. H. Primary Coverage Clarification: All parties to this contract hereby agree that the 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: Office of Risk Management 13125 SW Hall Blvd Tigard, Oregon 97223 Such policies or certificates must be delivered prior to commencement of the work. Ten days cancellation notice shall be provided City by certified mail to the name at the address listed above in event of cancellation or non-renewal of the insurance. The procuring of such required insurance shall not be construed to limit contractor's liability hereunder. Notwithstanding said insurance, Contractor shall be obligated for the total amount of any damage, injury, or loss caused by negligence or neglect connected with this contract 28. Method and Place of Giving Notice, Submitting Bills and Malting Payments All notices, bills and payments shall be made in writing and may be given by personal delivery or by mail. Notices,bills and payments sent by mail should be addressed as follows: CITY OF TIGARD LEE CONTRACTORS Attn: Jeff Peck,Project Coordinator Attn: Randy Lee Address: 13125 SW Hall Blvd Address: PO Box 869 Tigard,Oregon 97223 Battle Ground,Washington 98604 Phone: (503) 718-2466 Phone: (360) 852-2317 Email jeffbQ�tigard-or.gov Email: randy_@,Ieecompany.net 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 party unless in writing and signed by both parties. Such waiver, consent, modification, or change if made, shall be effective only in specific instances and for the specific purpose given. There are no understandings, agreements, or representations, oral or written, not specified herein regarding this Agreement. Contractor,by the signature of its authorized representative,hereby acknowledges that he has read this Agreement, understands it and agrees to be bound by its terms and conditions. IN WITNESS WHEREOF, City has caused this Agreement to be executed by its duly authorized undersigned officer and Architect has executed this Agreement on the date hereinabove first written. This Agreement was awarded by Tigard's Local Contract Review Board at their May 26,2015 business meeting. CITY OF TIGARD LEE CONT ORS h / Signature Signature 11/1 Ll r�� , ���►�*� � ay�A e� U r.�S 1 c:�� Printed Name&Title Printed Name&Title Date Date ATTACHMENT G CITY OF TIGARD PUBLIC IMPRPOVEMENT CONTRACT-PERFORMANCE BOND TIGARD ENTRYWAY MONUMENTS Bond Number: 756996P Project Name: Tigard Entryway Monuments Indemnity Company of California (Surety #1) Bond Amount No. 1: $349,000.00 (Surety #2)* Bond Amount No.2:* $ *If using mmltiple w�eties Total Penal Sum of Bond: $349,000.00 We, Lee Contractors, LLC as Principal, and the above identified Surety(tes), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves,our respective heirs, executors,administrators, successors, and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) Three Hundred Forty Nine Thousand Et No/100---($349,000.00) (Provided, that we the Sureties bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard,the plans, specifications, terms, and conditions of which are contained in the above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Performance Bond by reference,whether or not attached to the contract(all hereafter called"Contract'); and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans, and specifications, and all authorized modifications of the Contract which increase the amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance,notice of any such modifications hereby being waived by the Surety: NOW, THEREFORE, THE CONDITION OF THIS BOND IS SUCH that if the principal herein shall faithfully and truly observe and comply with the terms of the contract and performs the contract within the time prescribed by the contract, then this obligation is null and void; otherwise it shall remain in full force and effect If the contractor is declared by City to be in default under the contract, the surety shall promptly remedy the default, perform all of contractor's obligations under the contract in accordance with its terms and conditions and pay to City all damages that are due under the contract This obligation jointly and severally binds the contractor and surety and their respected heirs, executors, administrators, and successors. Nonpayment of the bond premium shall not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is executed for the purpose of complying with ORS 279C and the Tigard Public Contracting Rules,the provisions of which are incorporated herein and made a part hereof. Said surety for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract, or the work to be performed thereunder, or the specifications accompanying the same shall in anywise affect its obligations on this bond, and it does hereby waive notice of any such change,extension of time, alteration,or addition to the terms of the contract or to the work or to the specifications. 431Page IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AITI'I-IORIZED LEGAL REPRESENTATIVES. Dated this 3rd day of June 2015 PRINCIPAL:-Lee;agaqfors, LLC By: Signature P" 4ed. ::� Printe Name&Title Attest SURETY: Indemnity Company of California (Add signatures for each surely if using mu!lrple bonds) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each sure.,y baro!) Gloria Bruning _ Name !� Signature 1201 SW 12th Ave., #500 Address Portland, OR 97205 City State Zip 503-224-2500 503-224-9830 Phone Fax 441Page ATTACHMENT H CITY OF TIGARD PUBLIC IMPROVEMENT CONTRACT-PAYMENT BOND TIGARD ENTRYWAY MONUMENTS Bond Number:756996P Project Name: Tigard Entryway Monuments Indemnity Company of California (Surety#1) Bond Amount No. 1: $ 349,000.00 (Surety#2)* Bond Amount No.2:* $ *V Usmg multiple sureties Total Penal Sum of Bond: S 349,000.00 We, Lee Contractors, LLC as Principal, and the above identified Surety(tes), 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 Tigard, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) Three Hundred Forty Nine Thousand Et No/100--- ($349,000.00) (Provided, that we the Sureties bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard,the plans, specifications, terms, and conditions of which are contained in above-referenced project solicitation; WHEREAS,the tenns and conditions of the contract, together with applicable plans,standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Payment bond by reference,whether or not attached to the contract(all hereafter called"Contract');and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements,plans,and specifications,and schedule of contract prices which are set forth in the Contract and any attachments, and all authorized modifications of the Contract which increase the amount of the work, or the cost of the Contract,or constitute authorized extensions of time for performance of the Contract,notice of any such modifications hereby being waived by the Surety: NOW,THEREFORE,THE CONDITION OF THIS BOND IS SUCH that if the Principal shall faithfully and truly observe and comply with the terms, conditions, and provisions of the Contract, in all respects, and shall well and truly and fully do and perform all matters and things by it undertaken to be performed under said Contract and any duly authorized modifications that are made,upon the terms set forth therein,and within the time prescribed therein, or as extended therein as provided in the Contract, with or without notice to the Sureties,and shall indemnify and save harmless the City of Tigard its officers,agents,and employees against any claim for direct or indirect damages of every kind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Contractor or its subcontractors, and shall promptly pay all persons supplying labor, materials, or both to the Principal or its subcontractors for prosecution of the work provided in the Contract; and shall promptly pay all contributions due the State Industrial Accident Fund and the State Unemployment Compensation Fund from the Principal or its subcontractors in connection with the performance of the Contract; and shall pay over to the Oregon Department of Revenue all sums required to be deducted and retained from the wages of employees of the Principal and its subcontractors pursuant to ORS 316.167, and shall permit no lien nor claim to be filed or prosecuted against the City on account of any labor or materials furnished; and shall do all things required of 451Page the Principal by the laws of the State of Oregon,then this obligation shall be void;otherwise, it shall remain in full force and effect. Nonpayment of the bond premium will not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is given and received under the authority of ORS Chapter 279C and Tigard Public Contracting Rules,the provisions of which are incorporated into this bond and made a part hereof IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES. Dated this 3rd day o f June 2015 PRINCIPAL• Lee ntractors, LLC By: signature Tinted Name&Title Attest: SURETY: Indemnity Company of California (Add sigrwtuns for each surety if using mufliple bonds) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each surely bond) Gloria Bruning _ Nam 'YW/V�4 Signature 1201 SW 12th Ave., #500 Address Portland, OR 97205 City State Zip 503-224-2500 503-224-9830 Phone Fax 461Page 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, John D. Klump,Vicki Mather, Philip O. Forker, Gloria Bruning, Gene M. Dietzman, James P. Dooney, 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 surety- ship giving and granting unto said Attorney(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 Attorney(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 Attomey 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 November 21,2013. BY: J Gl�1 _ OZZ .tip t AND rya,A PAN), pec Daniel Young,Senior Vice-President \k?O/?4 FF% p?,FOR�T = OCT. °i 1@ OCT.5 �� ^ i e c _ By: a: O= u�i 1967 Mark J.Lansdon,Vice-President ' 9 State of Califomia County of Orange On November 21,2013 before me, Antonio Alvarado,Notary Public Date Here Insert Name and Title of the Officer personally appeared Daniel Young and Mark J.Lansdon Name(s)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 ANTONIO ALVARADO which the person(s)acted,executed the instrument CV # 033 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is �.�,_ NOTARY PU81tC CALtFORIYiA ORANGE COUNTY is true and correct. my ciomm.expires X9.9,2417 WITNESS my hand and official seal. Place Notary Seal Above Signature Antonio Alvarado,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 resiiectiva Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. n, This Certificate is executed in the City of Irvine,California,this 3r' day of TUC By: Cassie J.Berrisfor , ssistant Secretary ID-1380(Rev.11/13) ATTACHMENT I CITY OF TIGARD SUPPLEMENTARY GENERAL CONDITIONS TIGARD ENTRYWAY MONUMENTS The following provisions supplement and amend the General Conditions (defined in the Agreement). Section 00120,Bidding Requirements and Procedures— Note that this section has been modified earlier in these bid documents Section 00130,Award and Execution of Contract— Note that this section has been modified earlier in these bid documents Section 00150.10(a)Order of Precedence- The Engineer will resolve any discrepancies between these documents in the following order of precedence: • Contract Change Orders; • Special Provisions; • Project Manual; • Agency-prepared drawings specifically applicable to the Project and beating the Project tide; • 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. 471Page Section 170.72 Indemnity/Hold Harmless--Delete entire section. Section 170.94 Use of Explosives -- Change the first sentence to read,"The Contractor shall obtain the Engu;eer'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. 481Pa e ATTACHMENT J CITY OF TIGARD SPECIAL PROVISIONS TIGARD ENTRYWAY MONUMENTS WORK TO BE DONE The Work to be done under this Contract consists of constructing entryway monuments at two locations on Main Street shown on plans entitled: TIGARD ENTRYWAY MONUMENTS APPLICABLE SPECIFICATIONS The Specification that is applicable to the Work on this Project is the 2008 edition of the "Oregon Standard Specifications for Construction". All work shall be in accordance with these specifications except where specifically modified in this document and on the plans. For this project,when the specification says `Agency' it may typically be understood to mean`CityT in project-specific cases,but may refer to the Oregon Department of Transportation,especially in cases of standards and testing. All number references in these Special Provisions shall be understood to refer to the sections and subsections of the Standard Specifications and Supplemental Specifications bearing like numbers and to sections and subsections contained in these Special Provisions in their entirety. Section 00120—Bidding Requirements and Procedures Note that this section has been modified earlier in these bid documents Section 00130—Award and Execution of Contract Note that this section has been modified earlier in these bid documents Section 00150—Control of Work Comply with Section 00150 of the Standard Specifications or as modified. 00150.15 Construction Stakes,Lines,and Grades: (a) General—The Contractor shall perform no Work until the Agency's Contract Surveyor establishes field controls. Work performed without field controls will be subject to removal at the Contractor's expense. (b)Agency Responsibilities—Replace Agencyresponsibilities with the following: • Agency's Contract Surveyor will layout and set construction stakes and marks to establish the lines, grades,and slopes for Project Work. • Deduct from payments due to Contractor all cosh incurred to replace stakes and marks negligently or intentionally damaged,removed,or destroyed by the Contractor. (e) Contractor Responsibilities—Replace with the following: The Contractor shall:- • Inform Agency of staking requirements at least five Calendar Days before the staking needs to begin; • Coordinate construction to provide sufficient area for Surveyor to perform surveying work efficiently as safely; 491Page • Accurately measure detailed dimensions, elevations,and Slopes from the Agency's Contract Surveyor's stakes and marks; • Perform the Work in such a manner as to preserve stakes and marks;and • Set any reference lines for automatic control from the control stakes provided by the Surveyor. • The Contractor shall examine the stakes before commencing work. Where the validity of a stake(s) is questioned,promptly notify the Agency to check such stake(s)before proceeding. 00150.50 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 Agencv 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 503-6447153 Telecom Time Warner David Miner 503-416-1522 Mark Gubrud 503-701-9167 Integra Telecom Robert Davidson 503-453-8247 Verizon Business Brad Landis 425-201-0901 Gas NW Natural Bob Keller 503-816-0299 Damage&Repair 503-226-4211 501Page Section 00150.55 Cooperation with other Contractors—The following contract work will be ongoing within the Project sites during construction: Main Street Entrywav Artwork Installation Artist- Brian Borrello Studio. Contact Information: Brian Borrello Phone: (503)754-5595. Email: brian(&brianborrello.com Anticipated time frame—One(1)day to install artwork at each entryway project site. Anticipated sequence for Artist work -After gateway walls are constructed, after artwork footings are poured, and before grading and landscaping occurs at each entryway project site. Requirements of the Prime Contractor • Coordinate with Artwork Contractor to obtain bolt pattern template prior to pouring artwork footing. • Provide 24 hour notice to Artwrork Contractor to verify bolt pattern is correct prior to pouring artwork footing. • Coordinate with Artwork Contractor on the specifications of the crane to accommodate placement or the artwork. • Provide temporary access/parking for an 8'x 40'foot flatbed truck to offload artwork. • Provide traffic control for artwork contractor. Duration—8 hrs.per project site. • North entryway traffic control — setting artwork shall occur at night The Contractor's attention is directed to City of Tigard Municipal Code No. 6.02.430 and 6.02.440 which describes noise control regulations. Comply with the applicable noise control requirements of the ordinance for project work. Noise variances requests are to be submitted to the Project Coordinator 14 days in advance of the anticipated work. Section 00170—Legal Relations and Responsibilities Comply=with Section 00170 of the Standard Specifications or as modified. 00170.03 Furnishing Right of Way and Permits—Add the following. The Agency shall be responsible for obtaining the following permits: 1. ODOT Permit 2. City issued Erosion Control Permit 3. Contract Fee payment to BOLI. Contractor shall be responsible for obtaining an electrical permit from the City of Tigard Building Department. A pen-nit application is included in Attachment L for reference. 00170.80(a)Responsibility for Damage in General—Add the following. The Contractor shall perform Work,and famish 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. 511Page Section 00180-Prosecution and Progress 00180.41 Project Work Schedules — After the paragraph that begins "Contractor's activity..." add the following paragraphs: The contractor shall submit a Work schedule that includes a bar chart including the following. • A description of work in common terminology • The quantity of Work,where appropriate,in common units of measure; • The activity duration in nomial workdays;and • Scheduled start,completion,and time frame shown graphically using a time-scaled bar chart Contractor to revise the Project Work schedule as work progresses on a bi-weekly basis. 00180.50 Contract Time—Add the following- Work ollowingWork to be done under this project must be completed within 90 calendar days of issuance of the Notice to Proceed for Base Bid Work. Work to be done under this project must be completed within 120 calendar days of issuance of Notice to Proceed for Base Bid+Alternate 1 Work. Work to be done under this project must be substantially completed within 90 calendar days of issuance of the Notice to Proceed for Alternate 2 Work only. 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 00210—Mobilization This scope of work consists of operations and preparatory work necessary to become ready to perform the work or an item of work. 00210.40 Mobilization- Mobilization includes,but is not limited to,the following. • Mover personnel,equipment,supplies,and incidentals to the Project site. • Establish offices,buildings,and other facilities necessary for work on the Project • Perform other work and operations or incur costs as necessary before beginning work on the Project 00210.90 Payment—Payment for mobilization will be made at the Contract lump sum amount for the item "Mobilization". 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 521Page • 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 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. • The Contractor shall notify residents and businesses 72 hours in advance that their access to and from public streets will be affected by the work. The City will supply the notification forms to be distributed. • Streets shall not be closed during construction. • Closure of any traffic lane requires advanced approval from the City. Traffic shall not be delayed more than 10 minutes while routing through the construction site. The total hour of 10-minute delays shall not exceed 2 hours in any workday. The City reserves the right to restrict work for specific holidays or events. • Prior to commencement of work and implementing any lane closures,contractor must obtain city and ODOT approval of a detailed traffic control plan and have all elements of that plan (signs, flaggers, etc)in place before taking any actions that would affect traffic flow. • Do not place work zone signs or supports that will block existing walkways,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 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 Wolfo 503-612-7000 United States Post Office(Non-Emergency Services) 503-968-0753 or 503-968-2991 United States Post Office(Emergency Sen,,ices) 866-261-6412 Tigard-Tualatin School District Qean Devenport) 503-431-4046 First Student Qoanne Kirkbride) 503-431-2345 Tri-Met—Road Operations 503-962-8117 Pride Disposal(Lottie Schmidt) 503-625-6177 Ext 129 531Page ODOT,District 2B Games Nelson)—james.a.nelson@odotstate.or.us 971-673-6200 00220.03 Work Zone Notification-Add the following: 72 hours prior to the commencement of work the Contractor is to hand deliver notifications to each business on Main Street within the notification zones. The notification zone for the south entryway is from Main St/Johnson St/Hwy 99W intersection to SW Tigard Street. The notification zone for the north entryway is from the Main St/Greenburg/Hwy 99W intersection to SW Tigard Street The City will supply the notification forms to be distributed. Preparing, furnishing and delivering notices shall be considered incidental to various items of work and no additional compensation will be allowed. Confine construction vehicle equipment to the project sites and employee parking to public parking spaces within public right-of- way or contractor negotiated spaces offsite. Parking is limited on Main Street. Contractor is recommended to encourage employee parking in the overflow parking lot located on Burnham St near the intersection of Burnham and Main St. Contractor to work out arrangements with adjacent businesses and property owners for additional staging and parking at the contractor's expense if deemed necessary by the contractor. See Attachment L for ODOT Application and Permit to Occupy or Perform Operations Upon A State Highway. This permit provides requirements for work to be performed in the State right-of-way. 00220.40(e) Lane Restrictions - Replace this paragraph with the following: Do not close any traffic lanes on Main St during the following periods: • During Weekdays: Between 6:00 a.m. and 9:00 a.m. and between 3:00 p.m. and 6:00 p.m. Monday through Friday. • During Special Events—Add the following to the end of this subsection: *Lane closures will not be allowed at the North end of Main Street throughout the project duration. The following special events and holidays will occur during this Project: • Memorial Day—Monday,May 25,2015 (No work to be performed at the project sites) • 4`s of July—Observed Friday,July 3,2015 (No work to be performed at the project sites) • Labor Day—Monday,September 7,2015 (No work to be performed at the project sites) • Tigard Street Fair— Saturday, September 12. 2015 (All work shall be completed and sites ready for public use before this date) Prior to implementing any lane closures, contractor must obtain city approval of a detailed traffic control plan and have all elements of that plan (signs, flaggers, etc.) in place before taking any actions that would affect traffic flow. Section 00280—Erosion and Sediment Control Comply with Section 00280 of the Standard Specifications or as modified. 00280.00 Scope: Add the following to the end of the first paragraph: The Contractor shall provide and maintain erosion and sedimentation control measures in accordance with the requirements and guidelines of the Clean Water Services(CWS) and as shown on the plans. 541Page The Contractor shall inspect the control measures daily and upgrade them as needed or as directed. The Contractor shall maintain such control measures until permanent cover is established and shall remove them when they are no longer required. Any upgrades to control measures shall be considered incidental to the pay item for Erosion and Sedimentation Control. Sediment and Erosion Control Items include,but may not be limited to the following • Biobag inlet protection,or silt sack inserts at storm drainage structures. • Straw wattles. 00290.32 Noise Control-Add the following to the end of this subsection: The Contractor's attention is directed to City of Tigard Municipal Code No. 6.02.430 and 6.02.440 which describes noise control regulations. Comply with the applicable noise control requirements of the ordinance for project work. Notify the Engineer at least 14 business days in advance of any anticipated night work occurring between 10:00 p.n-L and 5:00 a.m. the following day. Copies of the ordinance,noise control code, and the variance for nighttime construction work are available at the office of the Project Manager. In addition to any local requirements: • Between 10:00 p.m. and 7:00 a.m. use a "guide person" or "spotter" when backing equipment Standard backup alarms are not permitted between 10:00 p.m. and 7:00 a.m. Construction noise complaints from the public will be investigated according to this section. Section 00310—Removal of Structures and Obstructions Comply with this Section 00310 of the Standard Specifications or as modified. 00310.01 Areas of Work—Replace with the following- Perform ollowingPerform all work per the standard specifications. Items listed to be completed under this section include: • Removal of concrete panels as necessary to install wall drainage. • Removal and relocation of irrigation mainline,laterals,and control valves as necessary to construct the walls and hardscape. Coordinate irrigation relocation with City. • Removal of manhole lid and frame from existing drywell at north entryway site. Fill with gravel or lean mix 00310.90 Payment—Removal of Structures and Obstructions is considered incidental to the work. No payment will be provided. 551Page ATTACHMENT K CITY OF TIGARD PROJECT MANUAL TIGARD ENTRYWAY MONUMENTS City of Tigard Main Street Entryway Monuments Downtown Tigard If PROJECT MANUAL 100% Construction Documents March 10, 2015 City of Tigard City Center Development Agency 13125 SW Hall Blvd. Tigard OR 97223 503-718-2420 K,. Koch Landscape Architecture 1621 NE 2nd Avenue Portland OR 97232 City of Tigard Main Street Entry Gateway Project CLIENT City of Tigard City Center Development Agency 13125 SW Hall Blvd. Tigard OR 97223 Sean Farrelly, Redevelopment Project Manager 503-718-2420 LANDSCAPE ARCHITECT STAMP Koch Landscape Architecture '��Tr� 1621 NE 2nd Avenue Portland, OR 97232 Office 503-286-7175 c 311 g Fax 503-286-7979 Steven E. Koch, Principal, FASLA N Steven@kochla.com � �l OR Lic 310 O GOi�i� E ik- - SURVEYOR STAMP KPFF Consulting Engineers SEGISTFRED 111 SW 5"'Ave, Suite 2500 PROFESSIONAL Portland,OR 97204 LANP SURVEYOR Office 503-542-3827 Mark Reuland, P.E.Associate ,.._ Mark.reuland@kpffcivilpdx.com O GO-4 JUNE 30, 1997 TROY T.TETSUICA 2841 RFNEEWAL• 1Q 4�0 to 1302 City of Tigard Main Street Project Consultant List Monuments, March 10,2015 STRUCTURAL ENGINEER STAMP Grummel Engineering LLC. ��Ep PRair�� Robert Grummel PE 79 SW Oak Street Portland OR 97204 14725 503-244-7014 -- REGaN .23,1 t raR� EXPIRES MECHANICAL ELECTRICAL STAMP MIKE &Associates, Inc. 6915 SW Macadam Ave. Suite 200 Portland, OR 97219 PR�F�S Stephen M. LockhartP.E. Mark Garand, Project Mgr. \ c,� ��`;�s/0- MarkG@MKE-inc.com Office:503-892-1188 Dir:503-595-5963 Mob: 503-757-1191 ~ O, GON Fax:503-892-1190 �t�,p`�(iCY 20. A99'y Q� Ex�sRES t2-31—t }yry-,_ 1302 City of Tigard Main Street Project Consultant List Monuments, March 10,2015 SECTION 00 0110 TABLE OF CONTENTS DIVISION 00—PROCUREMENT AND CONTRACTING REQUIREMENTS This contract shall be governed by Oregon Department of Transportation Procurement and Contracting Requirements. DVISiON 01—GENERAL REQUIREMENTS This contract shall be governed by Oregon Department of Transportation General Requirements DIVISION 03 03 0100—CONCRETE FORMING AND ACCESSORIES 03 20 00—CONCRETE REINFORCING 03 30 00—CAST-IN-PLACE CONCRETE 03 45 00—PRE CAST ARCHITECTURAL CONCRETE DIVISION 04—MASONRY 04 20 00—UNIT MASONRY 04 43 01—STONE MASONRY VENEER DIVISION 07—THERMAL AND MOISTURE PROTECTION 07 1113.1 - Bituminous Waterproofing DIVISION 26—ELECTRICAL 26 00 00 —Basic Material and Methods. DIVISION 31- EARTHWORK 3110 00—SITE CLEARING 3122 00—GRADING 3123 16—EXCAVATION 3123 16.13—TRENCHING 3123 23—FILL DIVISION 32—EXTERIOR IMPROVEMENT 32 84 23—UNDERGROUND SPRINKLERS 32 92 19—SEEDING 32 92 26—PLANTING SOIL 32 93 00—PLANTS DIVISION 33—UTILITIES 33 46 00 - SUBDRAINAGE. 1302 City of Tigard Main Street TABLE OF CONTENTS Page 1 Monuments, March 10,2015 SECTION 0310 00 CONCRETE FORMING AND ACCESSORIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Formwork for cast-in place concrete, B. Formwork for footings C. Openings for other work. D. Form accessories. E. Form stripping. 1.02 RELATED REQUIREMENTS A. Section 03 20 00-Concrete Reinforcing. B. Section 03 30 00-Cast-in-Place Concrete. C. Section 04 20 00-Unit Masonry: Reinforcement for masonry. D. Section 04 20 01 -Masonry Veneer: Spacing for veneer anchor reglets recessed in concrete. 1.03 REFERENCE STANDARDS A. ACI 117-Standard Specifications for Tolerances for Concrete Construction and Materials; 2010. B. ACI 301 -Specifications for Structural Concrete for Buildings;American Concrete Institute; 2010. C. ACI 318-Building Code Requirements for Structural Concrete and Commentary;American Concrete Institute; 2011. D. ACI 347 -Guide to Formwork for Concrete;American Concrete Institute; 2004. 1.04 SUBMITTALS A. See Section 01 30 00-Administrative Requirements, for submittal procedures. B. Product Data: Provide data on void form materials . 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with Highways standards of the State of Oregon. 1.06 MOCK-UP A. Construct a mock-up of formwork for inspection, 4 feet long by 4 feet wide. 1. Include reinforcement, ties, and accessories specified in Section 03 20 00. 2. Provide concrete in accordance with provisions of Section 03 30 00. B. Locate mock-up where directed. C, Mock-up may remain as part of the Work. 1.07 DELIVERY,STORAGE,AND HANDLING A. Deliver prefabricated forms and installation instructions in manufacturer's packaging. B. Store prefabricated forms off ground in ventilated and protected manner to prevent deterioration from moisture. C. Protect plastic foam products from damage and exposure to sunlight. PART 2 PRODUCTS 2.01 FORMWORK-GENERAL A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-in-place concrete work. B. Design and construct to provide resultant concrete that conforms to design with respect to shape, lines, and dimensions. City of Tigard Main Street 03 10 00.1 CONCRETE FORMING AND Monuments March 10, 2015 ACCESSORIES C. Comply with applicable state and local codes with respect to design, fabrication, erection, and removal of formwork. D. Comply with relevant portions of ACI 347,ACI 301, and ACI 318. E. Comply with Highways standards of the State of Oregon. 2.02 WOOD FORM MATERIALS A. Form Materials: At the discretion of the Contractor. 2.03 FORMWORK ACCESSORIES A. Form Ties: Removable type, galvanized metal, fixed length, cone type, with waterproofing washer, free of defects that could leave holes larger than 1 inch in concrete surface. B. Form Release Agent: Capable of releasing forms from hardened concrete without staining or discoloring concrete or forming bugholes and other surface defects, compatible with concrete and form materials, and not requiring removal for satisfactory bonding of coatings to be applied. PART 3 EXECUTION 3.01 EXAMINATION A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings. 3.02 EARTH FORMS A. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing concrete. 3.03 ERECTION-FORMWORK A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI 301. B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads. 3.04 APPLICATION -FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's recommendations. 3.05 INSERTS, EMBEDDED PARTS,AND OPENINGS A. Provide formed openings where required for items to be embedded in passing through concrete work. B. Locate and set in place items that will be cast directly into concrete. C. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work. D. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb. Ensure items are not disturbed during concrete placement. 3.06 FORM CLEANING A. Clean forms as erection proceeds, to remove foreign matter within forms. B. Clean and protect permanent insulated concrete foam panel formwork per manufacturer's recommendations. C. Clean formed cavities of debris prior to placing concrete. 1. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports. 3.07 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 117, unless otherwise indicated. 3.08 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, at the contractor's expense 13021 City of Tigard Main Street 031000-2 CONCRETE FORMING AND Monuments February 26, 2015 ACCESSORIES B. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance with formwork design, and to verify that supports, fastenings, wedges, ties, and items are secure. 3.09 FORM REMOVAL_ A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. C. Store removed forms to prevent damage to form materials or to fresh concrete. Discard damaged forms. END OF SECTION 1302/City of Tigard Main Street 031000-3 CONCRETE FORMING AND Monuments February 26, 2015 ACCESSORIES SECTION 03 20 00 CONCRETE REINFORCING PART 1 GENERAL 1.01 SECTION INCLUDES A. Reinforcing steel for cast-in-place concrete. B. Supports and accessories for steel reinforcement. 1.02 RELATED REQUIREMENTS A. Section 03 10 00-Concrete Forming and Accessories. B. Section 03 30 00-Cast-in-Place Concrete. C. Section 04 20 00-Unit Masonry: Reinforcement for masonry. D. Section 26 05 26-Grounding and Bonding for Electrical Systems: Grounding connection to concrete reinforcement. 1.03 REFERENCE STANDARDS A. ACI 301 -Specifications for Structural Concrete for Buildings;American Concrete Institute International; 2010. B. ACI 318-Building Code Requirements For Structural Concrete and Commentary;American Concrete Institute International; 2011. C. ACI SP-66-AGI Detailing Manual;American Concrete Institute International; 2004. D. ASTM A615/A615M-Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2013. E. ASTM A706/A706M-Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement;2014. F. CRSI (DA4) -Manual of Standard Practice; Concrete Reinforcing Steel institute; 2009. 1.04 SUBMITTALS A. Shop Drawings: Comply with requirements of ACI SP-66. Include bar schedules, shapes of bent bars, spacing of bars, and location of splices. B. Manufacturer's Certificate: Certify that reinforcing steel and accessories supplied for this project meet or exceed specified requirements. 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 301. PART 2 PRODUCTS 2.01 REINFORCEMENT A. Reinforcing Steel: ASTM A706/A706M, deformed low-alloy steel bars. 1. Unfinished. B. Reinforcement Accessories: 1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch. 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. 2.02 FABRICATION A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice, B. Welding of reinforcement is not permitted. City of Tigard Main Street 03 20 00.1 CONCRETE REINFORCING Monuments March 10, 2015 PART 3 EXECUTION 3.01 PLACEMENT A. Place, support and secure reinforcement against displacement. Do not deviate from required position. B. Do not displace or damage vapor barrier. C. Accommodate placement of formed openings. D. Maintain concrete cover around reinforcing as follows: 1. Footings and Concrete Formed Against Earth: 3 inch. E. Conform to applicable code for concrete cover over reinforcement. F. Bond and ground all reinforcement to requirements of Section 26 05 26, END OF SECTION 13021 City of Tigard Main Street 032000-2 CONCRETE REINFORCING Monuments February 26, 2015 SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete formwork. B. Concrete reinforcement. C. Joint devices associated with concrete work. D. Concrete curing. 1.02 RELATED REQUIREMENTS A. Section 03 20 00-Concrete Reinforcing. 1.03 REFERENCE STANDARDS A. ACI 117-Standard Specifications for Tolerances for Concrete Construction and Materials; American Concrete Institute International; 2010. B. ACI 301 - Specifications for Structural Concrete;American Concrete Institute International; 2010. C. ACI 304R -Guide for Measuring, Mixing, Transporting, and Placing Concrete; American Concrete Institute International; 2000. D. ACI 305R -Hot Weather Concreting; American Concrete Institute International; 2010. E. ACI 306R-Cold Weather Concreting;American Concrete Institute International; 2010. F. ACI 308R-Guide to Curing Concrete; American Concrete Institute International; 2001 (Reapproved 2008). G. ACI 318 -Building Code Requirements for Structural Concrete and Commentary;American Concrete Institute International; 2011. H. ACI 347-Guide to Formwork for Concrete; American Concrete Institute International; 2004. I. ASTM A615/A615M-Standard Specification for Deformed and Plain Carbon Billet-Steel Bars for Concrete Reinforcement; 2013. J. ASTM A1064/A1064M-Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2013. K. ASTM C33/C33M -Standard Specification for Concrete Aggregates; 2013. L. ASTM C94/C94M-Standard Specification for Ready-Mixed Concrete; 2013. M. ASTM C109IC109M-Standard Test Method for Compressive Strength of Hydraulic Cement Mortars(Using 2-in. or(50-mm)Cube Specimens); 2013. N. ASTM C1431C143M-Standard Test Method for Slump of Hydraulic-Cement Concrete; 2012. O_ ASTM C150/C150M-Standard Specification for Portland Cement; 2012. P. ASTM C979/C979M-Standard Specification for Pigments for Integrally Colored Concrete; 2010. 1.04 SUBMITTALS A. Mix Design: Submit proposed concrete mix design. 1. Indicate proposed mix design complies with requirements of ACI 301, Section 4-Concrete Mixtures. 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 301 and ACI 318, B. Follow recommendations of ACI 305R when concreting during hot weather. C. Follow recommendations of ACI 306R when concreting during cold weather. City of Tigard Main Street 03 30 00.1 CAST-IN-PLACE CONCRETE Monuments March 10, 2015 PART 2 PRODUCTS 2.01 FORMWORK A. Comply with requirements of Section 03 10 00. 2.02 REINFORCEMENT A. Reinforcing Steel: ASTM A615/A615M Grade 60 (420). 1. Type: Deformed billet-steel bars. 2. Finish: Unfinished, unless otherwise indicated. B. Reinforcement Accessories: 1. Tie Wire. Annealed, minimum 16 gage, 0.0508 inch. 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. 2.03 CONCRETE MATERIALS A. Cement: ASTM C150, Type I-Normal Portland type. 1. Acquire all cement for entire project from same source. B. Fine and Coarse Aggregates: ASTM C 33. 1. Acquire all aggregates for entire project from same source. C. Color Additives: Pure, concentrated mineral pigments specifically intended for mixing into concrete and complying with ASTM C979. D. Water: Clean and not detrimental to concrete. 2.04 BONDING AND JOINTING PRODUCTS 2.05 MIXING A. Transit Mixers: Comply with ASTM C94/C94M. PART 3 EXECUTION 3.01 EXAMINATION A. Verify lines, levels, and dimensions before proceeding with work of this section. 3.02 PREPARATION A. Verify that forms are clean and free of rust before applying release agent. B. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories. C. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. 3.03 PLACING CONCRETE A. Place concrete in accordance with ACI 304R. B. Notify City not less than 24 hours prior to commenncement of placement operations. C. Maintain records of concrete placement. Record date, location, quantity, air temperature,and test samples taken. 3.04 CONCRETE FINISHING A. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch or more in height. 3.05 CURING AND PROTECTION A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 1302/City of Tigard Main Street 033000-2 CAST-IN-PLACE CONCRETE Monuments February 26, 2015 3.06 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, at the contractor's expense. B. Provide free access to concrete operations at project site and cooperate with appointed firm. C. Tests of concrete and concrete materials may be performed at any time to ensure conformance with specified requirements. D. Compressive Strength Tests: ASTM C39/C39M. For each test, mold and cure three concrete test cylinders. Obtain test samples for every 100 cu yd or less of each class of concrete placed. E. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents. 3.07 DEFECTIVE CONCRETE A. Test Results: The testing agency shall report test results in writing to City and Contractor within 24 hours of test. 3.08 PROTECTION A. Do not permit traffic over unprotected concrete floor surface until fully cured. 3.09 SCHEDULE-CONCRETE TYPES AND FINISHES A. Foundation Walls: 3,000 pounds per square inch 28 day concrete, form finish with honeycomb filled surface. END OF SECTION 1302/City of Tigard Main Street 033000-3 CAST-IN-PLACE CONCRETE Monuments February 26,2015 SECTION 03 45 00 PRECAST ARCHITECTURAL CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. Architectural precast concrete bench seats. B. Supports, anchors, and attachments. C. Grouting under panels. 1.02 RELATED REQUIREMENTS 1.03 REFERENCE STANDARDS A. ASTM A36/A36M-Standard Specification for Carbon Structural Steel; 2012. B. ASTM Al53/A153M-Standard Specification for Zinc Coating (Hot-Dip)on Iron and Steel Hardware; 2009. C. ASTM A1064/A1064M-Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2013. D. ASTM C33/C33M-Standard Specification for Concrete Aggregates; 2013. E. ASTM C330/C330M-Standard Specification for Lightweight Aggregates for Structural Concrete; 2014. F. ASTM C618-Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete; 2012. G. ASTM C979/C979M-Standard Specification for Pigments for Integrally Colored Concrete; 2010. H. IAS AC157-Accreditation Criteria for Fabricator Inspection Programs for Reinforced and Precast/Prestressed Concrete: 2010. I. PCI MNL-117- Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products; Precast/Prestressed Concrete Institute; 2007. J. PCI MNL-123- Design and Typical Details of Connections for Precast and Prestressed Concrete; Precast/Prestressed Concrete Institute; 1988, Second Edition. K. PCI MNL-135-Tolerance Manual for Precast and Prestressed Concrete Construction; Precast/Prestressed Concrete Institute; 2000. 1.04 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Convene one week prior to commencing work of this section. 1.05 SUBMITTALS A. Product Data: Manufacturer's information on accessory products, including pigments, admixtures, inserts, plates, etc. B. Shop Drawings: Indicate layout, unit locations, configuration, unit identification marks, reinforcement, integral insulation, insulated panel system connectors, connection details, support items, location of lifting devices, dimensions, openings, and relationship to adjacent materials. Provide erection drawings. 1. Include details of mix designs. C. Samples: Submit two, 12 x12 x4 inch in size, illustrating surface finish, color and texture. D. Fabricator's Qualification Statement: Provide documentation showing precast concrete fabricator is accredited under IAS AC 157. E. Fabricator qualifications. 1.06 QUALITY ASSURANCE A. Fabricator Qualifications.- City ualifications:City of Tigard Main Street 03 45 00.1 PRECAST ARCHITECTURAL Monuments March 10, 2015 CONCRETE 1. Firm having at least 5 years of documented experience in production of precast concrete of the type required. 2. Plant certified under Precast/Prestressed Concrete Institute Plant Certification Program; product group and category Al -Architectural Precast Concrete. 3. Plant certified under Architectural Precast Association Plant Certification Program for production of architectural precast concrete. 4. Fabricator Qualifications: Precast concrete fabricator accredited by IAS according to fAS AC 157. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Architectural Precast Concrete: 1. Michael's Precast Concrete, Boring OR. 503-668-4073 2. Advantage Precast Inc., Keiser OR 503-390-2048 3. Arcis Corp. North Plains, OR., 503-647-5042 2.02 PRECAST UNITS A. Precast Architectural Concrete Units: Comply with PCI MNL-120, PCI MNL-122, PCI MNL-123, PCI MNL-135, and ACI 318. 1. Design Loads: Static loads, anticipated dynamic loading, including positive and negative wind loads, thermal movement loads, and erection forces as defined by applicable code. 2. Calculate structural properties of units in accordance with ACI 318. 3. Accommodate construction tolerances, deflection of building structural members, and clearances of intended openings. 4. Provide connections that accommodate building movement and thermal movement and adjust to misalignment of structure without unit distortion or damage. B. Finish: Medium exposure sandblast all faces exposed to view, Shop finish. 2.03 REINFORCEMENT A. Steel Welded Wire Reinforcement(WWR): Plain type, ASTM A10641A1064M. 1. Forms Flat Sheets, 2.04 CONCRETE MATERIALS A. Other Cementitious Materials: 1. Fly Ash or Natural Pozzolans: Comply with ASTM C618. B. Fine and Coarse Structural Aggregates: ASTM C33. C. Lightweight Structural Aggregate: ASTM C330. D. Color Additives: Pure,concentrated mineral pigments specifically intended for mixing into concrete and complying with ASTM C979/C979M. 1. Color(s): Davis Colors: Pewter. 2. Manufacturers: a. Davis Colors; Pewter: www.daviscolors.com. E. Water: Clean and not detrimental to concrete. 2.05 SUPPORT DEVICES A. Connecting and Support Devices; Anchors and Inserts: ASTM A36/A36M steel; hot-dip galvanized in accordance with ASTM A153/A153M. 1. Clean surfaces of rust, scale,grease, and foreign matter. 2.06 FABRICATION A. Fabricate in conformance with PCI MNL-117 and PCI MNL-135. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that wall structure is ready to receive work of this section. 1302/City of Tigard Main Street 034500-2 PRECAST ARCHITECTURAL Monuments February 26, 2015 CONCRETE 3.02 PREPARATION A. Provide for erection procedures and induced loads during erection. Maintain temporary bracing in place until final support is provided. 3.03 ERECTION A. Erect units without damage to shape or finish. Replace or repair damaged panels. B. Erect units level and plumb within allowable tolerances. C. Align and maintain uniform horizontal and vertical joints as erection progresses. D. When units require adjustment beyond design or tolerance criteria, discontinue affected work; advise City. E. Fasten units in place with mechanical connections. 3.04 TOLERANCES A. Erect members level and plumb within allowable tolerances. Conform to PCI MNL-135, except as specifically amended below. 1. Top Elevation from Nominal Top Elevation: Plus or minus 3/8 inch. END OF SECTION 1302/City of Tigard Main Street 034500-3 PRECAST ARCHITECTURAL Monuments February 26, 2015 CONCRETE SECTION 04 20 00 UNIT MASONRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete Block. B. Concrete Brick. C. Mortar and Grout. D. Reinforcement and Anchorage. E. Flashings. F. Accessories. 1.02 RELATED REQUIREMENTS A. Section 03 20 00-Concrete Reinforcing: Reinforcing steel for grouted masonry. B. Section 04 43 01 -Stone Masonry Veneer: Stone bonded to masonry back-up. 1.03 REFERENCE STANDARDS A. ACI 530/530.1/ERTA-Building Code Requirements and Specification for Masonry Structures and Related Commentaries;American Concrete Institute International; 2011. B. ASTM Al53/A153M- Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009. C. ASTM A615/A615M-Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement; 2013. D. ASTM C55-Standard Specification for Concrete Building Brick; 2011. E. ASTM C90-Standard Specification for Loadbearing Concrete Masonry Units; 2013. F. ASTM C91/C91M-Standard Specification for Masonry Cement; 2012. G. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2011. H. ASTM C150/C150M-Standard Specification for Portland Cement; 2012. I. ASTM C207-Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011). J. ASTM C270-Standard Specification for Mortar for Unit Masonry; 2012. K. ASTM C404- Standard Specification for Aggregates for Masonry Grout; 2011. L. ASTM C476-Standard Specification for Grout for Masonry; 2010. M. ASTM C1634-Standard Specification for Concrete Facing Brick; 2011. 1.04 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Convene a preinstallation meeting one week before starting work of this section; require attendance by all relevant installers. 1.05 SUBMITTALS A. Product Data: Provide data for masonry units, fabricated wire reinforcement, mortar, and masonry accessories. B. Maintenance Materials: Furnish the following for City of Tigard, use in maintenance of project. 1.06 QUALITY ASSURANCE A. Comply with provisions of ACI 530/530.1/ERTA, except where exceeded by requirements of the contract documents. 1.07 DELIVERY, STORAGE,AND HANDLING A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials. City of Tigard Main Street 04 20 00.1 UNIT MASONRY Monuments March 10, 2015 PART2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Concrete Block: Comply with referenced standards and as follows: 1. Size: Standard units with nominal face dimensions of 16 x 8 inches and nominal depth of 8 inches. 2. Load-Bearing Units: ASTM C90, normal weight. a. Hollow block, as indicated. B. Concrete Brick: 1. For architectural and paver use, ASTM C1634 (or ASTM C55-03 Grade N), non-cored (solid), normal weight. 2. For below grade use,ASTM C1634(or ASTM C55-03 Grade N), normal weight. 3. For other uses,ASTM C55, normal weight. 4. Size: As indicated on drawings. 2.02 MORTAR AND GROUT MATERIALS A. Masonry Cement: ASTM C91,Type N. B. Portland Cement: ASTM C150,Type I; color as required to produce approved color sample. 1. Not more than 0.60 percent alkali. C. Hydrated Lime: ASTM 0207,Type S. D. Mortar Aggregate: ASTM C144. E. Grout Aggregate: ASTM C404. F. Water: Clean and potable. G. Moisture-Resistant Admixture: Water repellent compound designed to reduce capillarity. H. Integral Water Repellent Admixture for Mortar and Grout: Polymeric liquid admixture added to mortar and grout at the time of manufacture. 1. Use only in combination with masonry units manufactured with integral water repellent admixture. 2. Use only water repellent admixture for mortar and grout from the same manufacturer as water repellent admixture in masonry units. 3. Meet or exceed performance specified for water repellent admixture used in masonry units. 2.03 REINFORCEMENT AND ANCHORAGE A. Manufacturers of Joint Reinforcement and Anchors: 1. Blok-Lok Limited:www.blok-lok.com 2. Hohmann&Barnard, Inc(including Dur-O-Wal brand);www.h-b.com. 3. WIRE-BOND:www.wirebond.com. 4. Substitutions: All material substitutions require approval of owner. Submittal product information and proof of equality in all charactistics, strengths, and compliance with all applicable ASTM standards. B. Reinforcing Steel: ASTM A615/A615M Grade 40 (280)deformed billet bars; galvanized. C. Joint Reinforcement: Use ladder type joint reinforcement where vertical reinforcement is involved and truss type elsewhere, unless otherwise indicated.- D. Strap Anchors: Bent steel shapes configured as required for specific situations, 1-1/4 in width, 0.105 in thick, lengths as required to provide not more than 1 inch and not less than 1/2 inch of mortar coverage from masonry face, corrugated for embedment in masonry joint, hot dip galvanized to ASTM A 153/A 153M, Class B. E. Flexible Anchors: 2-piece anchors that permit differential movement between masonry and building frame, sized to provide not more than 1 inch and not less than 1/2 inch of mortar coverage from masonry face. 1302/City of Tigard Main Street 042000-2 UNIT MASONRY Monuments February 26, 2015 F. Wall Ties: Corrugated formed sheet metal, 718 inch wide by 0.05 inch thick, hot dip galvanized to ASTM A 153/A 153M, Class B, sized to provide not more than 1 inch and not less than 1/2 inch of mortar coverage from masonry face. G. Metal-to-Metal Fasteners: Self-drilling, self-tapping screws; corrosion resistant finish or hot dip galvanized to ASTM Al53/A153M. 2.04 FLASHINGS A. Plastic Flashings: Sheet polyvinyl chloride;40 mil thick. 2.05 ACCESSORIES A. Weeps: Cotton rope. B. Cavity Vents: Polyethylene tubing. C. Drainage Fabric: Polyester or polypropylene mesh. 1. Manufacturers: a. Advanced Building Products, Inc.; Mortairvent: www.advancedbuildingproducts.com. D. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials. 2.06 MORTAR AND GROUT MIXES A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification. 1. Masonry below grade and in contact with earth: Type S. 2. Exterior, loadbearing masonry: Type N. 3. Exterior, non-loadbearing masonry: Type N. B. Admixtures: Add to mixture at manufacturer's recommended rate and in accordance with manufacturer's instructions; mix uniformly. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive masonry. B. Verify that related items provided under other sections are properly sized and located. C. Verify that built-in items are in proper location, and ready for roughing into masonry work. 3.02 PREPARATION A. Direct and coordinate placement of metal anchors supplied for installation under other sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. 3.03 COLD AND HOT WEATHER REQUIREMENTS A. Comply with requirements of ACI 530/530.1/ERTA or applicable building code,whichever is more stringent. 3.04 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Concrete Masonry Units: 1. Bond: Running. 2. Coursing: One unit and one mortar joint to equal 8 inches. 3.05 PLACING AND BONDING A. Lay solid masonry units in full bed of mortar,with full head joints, uniformly jointed with other work. B. Lay hollow masonry units with face shell bedding on head and bed joints. C. Buttering corners of joints or excessive furrowing of mortar joints is not permitted. 1302/City of Tigard Main Street 042000-3 UNIT MASONRY Monuments February 26, 2015 D. Remove excess mortar and mortar smears as work progresses. E. Remove excess mortar with water repellent admixture promptly. Do not use acids, sandblasting or high pressure cleaning methods. F. Interlock intersections and external corners, except for units laid in stack bond. G. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace. H. Perform job site cutting of masonry units with proper tools to provide straight, clean, unchipped edges. Prevent broken masonry unit corners or edges. 1. Cut mortar joints flush where wall tile is scheduled or resilient base is scheduled. J. Isolate masonry partitions from vertical structural framing members with a control joint as indicated. 3.06 WEEPS/CAVITY VENTS A. Install weeps in veneer and cavity walls at 24 inches on center horizontally above through-wall flashing, above shelf angles and lintels, and at bottom of walls. B. Install cavity vents in veneer and cavity walls at 32 inches on center horizontally below shelf angles and lintels and near top of walls. 3.07 REINFORCEMENT AND ANCHORAGE-GENERAL A. Fasten anchors to structural framing and embed in masonry joints as masonry is laid. Unless otherwise indicated on drawings or closer spacing is indicated under specific wall type, space anchors at maximum of 36 inches horizontally and 24 inches vertically. 3.08 MASONRY FLASHINGS A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at all locations where downward flow of water will be interrupted. 3.09 BUILT-IN WORK A. As work progresses, install built-in Pre Cast Concrete Bench Seat and other items to be built into the work and furnished under other sections. 3.10 TOLERANCES A. Maximum Variation from Alignment of Columns: 1/4 inch. B. Maximum Variation From Unit to Adjacent Unit: 1/16 inch. C. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft and 1/2 inch in 20 ft or more. D. Maximum Variation from Plumb: 1/4 inch per story non-cumulative; 1/2 inch in two stories or more. E. Maximum Variation from Level Coursing: 1/8 inch in 3 ft and 1/4 inch in 10 ft; 1/2 inch in 30 ft. F. Maximum Variation of Mortar Joint Thickness: Head joint, minus 1/4 inch, plus 3/8 inch. G. Maximum Variation from Cross Sectional Thickness of Walls: 1/4 inch. 3.11 CUTTING AND FITTING A. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or strength of masonry work may be impaired. 3.12 PARGING A. Dampen masonry walls prior to parging. B. Scarify each parging coat to ensure full bond to subsequent coat. C. Strike top edge of parging at 45 degrees. 3.13 CLEANING A. Clean soiled surfaces with cleaning solution. 13021 City of Tigard Main Street 042000-4 UNIT MASONRY Monuments February 26, 2015 3.14 PROTECTION A. Without damaging completed work, provide protective boards at exposed external corners that are subject to damage by construction activities_ END OF SECTION 1302/City of Tigard Main Street 042000-5 UNIT MASONRY Monuments February 26, 2015 SECTION 04 43 01 STONE MASONRY VENEER PART 1 GENERAL 1.01 SECTION INCLUDES A. Cut stone veneer at exterior walls. B. Metal anchors and accessories. C. Setting mortar and pointing mortar. D. Procurement and installation of all Sign Lettering. 1.02 RELATED REQUIREMENTS A. Section 04 05 11 -Masonry Mortaring and Grouting: Setting and pointing mortar. B. Section 04 20 00-Unit Masonry: Joint reinforcement, Ties, and Anchors. 1.03 REFERENCE STANDARDS A. AC1530/530.VERTA-Building Code Requirements and Specification for Masonry Structures and Related Commentaries;American Concrete Institute International; 2011. B. ASTM A123/A123M-Standard Specification for Zinc(Hot-Dip Galvanized)Coatings on Iron and Steel Products;2013. C. ASTM C270-Standard Specification for Mortar for Unit Masonry;2012. 1.04 ADMINISTRATIVE REQUIREMENTS A. Preinstallation Meeting: Convene 3 weeks before starting work of this section. 1.05 SUBMITTALS A. Product Data: Provide data on stone units, Type N, mortar, and reinforcement. B. Samples: Submit two stone samples illustrating minimum and maximum stone sizes, color range, texture, and markings. C. Samples: Submit mortar color samples. 1.06 QUALITY ASSURANCE A. Stone Fabricator Qualifications: Company specializing in fabricating cut stone with minimum ten years of documented experience. B. Installer Qualifications: Company specializing in performing work of the type required by this section,with minimum 10 years of documented experience. 1.07 MOCK-UP A. Construct stone wall mock-up,4 feet long by 4 feet high; include stone anchor accessories, corner condition, and typical control joint in mock-up. B. Locate where directed. C. Mock-up may remain as part of the Work. 1.08 DELIVERY,STORAGE,AND HANDLING A. Protect stone from discoloration during storage on site. B. Provide ventilation to prevent condensation from forming on stone. 1.09 FIELD CONDITIONS A. Maintain materials and ambient air at minimum of 40 degrees F (5 degrees C) prior to, during, and for 48 hours after completion of work. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Stone Quarners: City of Tigard Main Street 04 43 01.1 STONE MASONRY VENEER Monuments March 10, 2015 1. General Shale, Ltd; Product Aspenbark Sandstone:www.generalshale.com available through Mutual Materials, Tualatin OR 503-906-2332 B. Stone Masonry Reinforcement and Accessories 1. Blok-Lok Limited: www.blok-lok.com. 2. Hohmann &Barnard, Inc(including Dur-O-Wal brand): www.h-b.com. 2.02 STONE MASONRY VENEER A. Sandstone: Aspenbark. 1. Absorbtion: 1.29%-2.14% 2. Density cu.ft.: 148-155 3. Compressive Strength: 5,700-8,200 4. Grade: Select, per ILI Handbook 5. Color: Buff. B. STONE PATTERN 1_ Veneer installation patterning to be identical to existing constructed signs at the intersection of SW Hall Blvd.,and SW Burnham Street, Tigard OR. See mock up submittal requirements. 2.03 MORTAR A. Setting Mortar: ASTM C270,Type S, using the Proportion Method as specified in Section 04 05 11. 1. Products: a. The QUIKRETE Companies; QUIKRETE®Veneer Stone Mortar--Polymer Modified . www.quikrete.com. B. Color: per approved submittal 2.04 ACCESSORIES A. Horizontal Joint Reinforcement: As specified in Section 04 20 00. B. Wali Ties: Formed steel wire, at least Sized for stone product thickness. inch length, hot dip galvanized per ASTM A1231A123M, eye and pintle type, with provision for vertical adjustment after attachment. C. Setting Buttons and Shims: Lead. D. Weep/Cavity Vents: Polyethylene tubing. E. Back Coating: 1. Bituminous. F. Cleaning Solution: Type that will not harm stone,joint materials, or adjacent surfaces. 2.05 STONE FABRICATION A. Thin Rock Flats: 1-114 inch x 4-1/4 inch x 10 inch. B. Thin Rock Corners: 1-1/4 inch x 4-114 inch x 10 inch. C. Pattern and Coursing: to match existing City of Tigard sign near 13125 SW Hall Blvd.. D. Bed and Joint Surfaces: 1. Cut or sawn full square for full thickness of unit. E. Backs: Sawn. F. Form stone corners to irregular joint profile. Clean jagged corners from stone in preparation for setting. G. Slope exposed top surfaces of stone and horizontal sill surfaces for shedding water. H, Cut drip slot in bottom surface of work projecting more than 1/2 inch over window frame. Size slot not less than 3/8 inch wide and 1/4 inch deep for full width of projection. 2.06 SIGNAGE LETTERING A. Place order for signage lettering 30 days in advance of need. 1302/City of Tigard Main Street 044301 -2 STONE MASONRY VENEER Monuments February 26,2015 B. Manufacturer: FastSigns, c/o Jeff Parsons, 10309C SE 82nd Avenue, Portland OR 97086 ph. 503-777-2300 C. Materials: solid aluminim plate, '/z inch thick,with stand off pins long enough for anchorage to achieve 1 inch stand off from face of stone veneer. D. Text: 1. "Welcome to"= ITC Garamond Std., Bold Italic, cap height: 7 inches 2. "Downtown Tigard" = ITC Garamond Std., Ultra, cap height: 12.75 inches E. Finish:color, medium bronze. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that support work and site conditions are ready to receive work of this section. 3.02 PREPARATION A. Establish lines, levels, and coursing. Protect from disturbance. B. Clean stone prior to erection. Do not use wire brushes or implements that mark or damage exposed surfaces. C. Coat back surfaces not to be in contact with setting mortar with back coating material. Allow coating to cure. 3.03 INSTALLATION A. Size stone units to fit opening dimensions and perimeter conditions. B. Wet absorptive stone in preparation for placement to minimize moisture suction from mortar. C. Arrange stone pattern to provide color uniformity and minimize visual variations, and provide a uniform blend of stone unit sizes that also match other identical sign wall applications. See owner for exemplary stone wall locations . D. Arrange stone coursing in running bond with consistent joint width. E. Set stone in full mortar setting bed to fully support stone over bearing surface. Use setting buttons or shims to maintain correct joint width. 3.04 REINFORCEMENT AND ANCHORAGE A. Install horizontal joint reinforcement 16 inches on center. B. Place horizontal joint reinforcement in first and second horizontal joints above and below openings. Extend minimum 16 inches each side of opening. C. Place joint reinforcement continuous in first and second joint below top of walls. D. Lap joint reinforcement ends minimum 6 inches. E. Embed wall ties in masonry back-up to bond veneer to back-up at minimum of one for every 2-2/3 sq ft. F. In addition, place wall ties at maximum 3 inches on center each way around perimeter of openings,within 12 inches of openings. G. Reinforce stack bonded unit joint corners and intersections with strap anchors 16 inches on center. 3.05 JOINTS A. Leave the following joints open for sealant: 1. Head joints in top courses, including copings, parapets, cornices, silts, and steps. 2. Joints in projecting units. 3. Joints between rigidly anchored units, including soffits, panels, and column covers. 4. Joints below lugged sills and stair treads. 5. Joints below ledge and relieving angles. 6. Joints labeled"expansion joint'. 1302/City of Tigard Main Street 044301 -3 STONE MASONRY VENEER Monuments February 26, 2015 B. Rake out mortar joints 5/8 to 3/4 inch and brush joints clean to accommodate pointing mortar. Fill joints with pointing mortar. C. Pack mortar into joints and work into voids. Neatly tool surface to concave joint. D. At joints to be sealed, clean mortar out of joint before it sets. Brush joints clean. 3.06 SIGNAGE LETTERING A. Contact City 10 days prior to scheduled installation to coordinate location and alignment on stone veneer wall. Provide all neccessary templates or mock ups required to gain City approval of location and layout. B. Clean stone veneer and mortar joints priort to installing signage lettering. C. Install signage lettering only after written approval by City to proceed with installation. D. Follow manufacturers installation guidelines. 3.07 CLEANING A. Remove excess mortar as work progresses, and upon completion of work. B. Clean soiled surfaces with cleaning solution. C. Use non-metallic tools in cleaning operations. 3.08 PROTECTION A. During temporary storage on site,at the end of working day, and during rainy weather, cover stone work exposed to weather with non-staining waterproof coverings, securely anchored. END OF SECTION 1302/City of Tigard Main Street 044301 -4 STONE MASONRY VENEER Monuments February 26, 2015 SECTION 07 11 13 BITUMINOUS DAMPPROOFING PART 1 GENERAL 1.01 SECTION INCLUDES A. Bituminous dampproofing. B. Drainage panels. 1.02 RELATED REQUIREMENTS A. Section 31 23 23-Fill. B. Section 33 46 00-Subdrainage. 1.03 REFERENCE STANDARDS A. ASTM D41/D41M-Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing; 2011. B. ASTM D1187/D1187M-Standard Specification for Asphalt-Base Emulsions for Use as Protective Coatings for Metal; 1997(Reapproved 2011). C. ASTM D1227-Standard Specification for Emulsified Asphalt Used as a Protective Coating for Roofing; 2013. D. ASTM D2822/D2822M-Standard Specification for Asphalt Roof Cement, Asbestos-Containing; 2005(Reapproved 2011)el. E. ASTM D3747-Standard Specification for Emulsified Asphalt Adhesive for Adhering Roof Insulation; 1979(Reapproved 2007). 1.04 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing the work of this section with minimum 10 years experience. 1.05 FIELD CONDITIONS A. Maintain ambient temperatures above 40 degrees F for 24 hours before and during application until dampproofing has cured. PART 2 PRODUCTS 2.01 DAMPPROOFING PRODUCTS A. Bituminous Dampproofing: Cold-applied water-based emulsion; asphalt with mineral colloid or chemical emulsifying agent;with or without fiber reinforcement; asbestos-free; suitable for application on vertical and horizontal surfaces. 1. Composition -Vertical Application: ASTM D1227 Type 111 or ASTM D1187 Type I. 2. Composition-Horizontal and Low-Slope Application: ASTM D1227 Type 11 or 111. 3. VOC Content: Not more than permitted by local, State, and federal regulations. 4. Applied Thickness: 1/16 inch, minimum, wet film. 5. Products: a. W.R. Meadows, Inc.; Sealmastic Emulsion Type I (spray-grade): www.wrmeadows.com. B. Primers, Mastics, and Related Materials: Type as recommended by dampproofing manufacturer. 2.02 COLD ASPHALTIC MATERIALS A. Bitumen: Asphalt emulsion, ASTM D3747. B. Asphalt Primer: ASTM D41/D41M, compatible with substrate. C. Sealing Mastic: Asphalt roof cement,ASTM D2822, Type 1. 2.03 ACCESSORIES A. Drainage Panel: 1/4 inch thick formed plastic, hollowed sandwich. City of Tigard Main Street 07 11 13.1 BITUMINOUS DAMPPROOFING Monuments March 10, 2015 PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify substrate surfaces are durable, free of matter detrimental to adhesion or application of dampproofing system. C. Verify that items that penetrate surfaces to receive dampproofing are securely installed. 3.02 PREPARATION A. Protect adjacent surfaces not designated to receive dampproofing. B. Clean and prepare surfaces to receive dampproofing in accordance with manufacturer's instructions. C. Do not apply dampproofing to surfaces unacceptable to manufacturer. D. Apply mastic to seal penetrations,small cracks, or minor honeycomb in substrate. 3.03 APPLICATION A. Foundation and Retaining Walls: Apply two coats of asphalt dampproofing. B. Patch disturbed areas of existing asphalt dampproofing with two coats of new dampproofing of the same generic type. C. Prime surfaces in accordance with manufacturer's instructions. D. Apply bitumen with mop. E. Apply bitumen in one coat, continuous and uniform, at a rate of 25 sq ft/gal per coat. F. Apply from 2 inches below finish grade elevation down to top of footings. G. Seal items projecting through dampproofing surface with mastic. Seal watertight. H. Place drainage panel directly over dampproofing, butt joints, place to encourage drainage downward. END OF SECTION 1302/City of Tigard Main Street 07 11 13 -2 BITUMINOUS DAMPPROOFING Monuments February 26, 2015 SECTION 26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS PART1 GENERAL 1.01 DESCRIPTION A. Do all work in accordance with regulations of serving electrical ublity, National Electrical Code, National Electrical Safety Code, National Fire Codes, International Building Code, and other applicable codes. B. Products and installation shall meet the requirements of the American Recovery and Reinvestment Act of 2009. C. Whenever the requirements of the Electrical Specifications or Drawings exceed those of the applicable code or standard, the requirements of the Specifications and Drawings shall govern. D. This Contractor is bound by the General Conditions, Supplementary Conditions, Special Conditions, and Division 1 bound herewith in addition to this Specification and accompanying Drawings. E. Bidders shall view the site and shall include all costs incurred by existing conditions in the bid proposal. 1.02 QUALITY ASSURANCE A. All materials shall be new, of manufacturer's latest design and of the best quality. The materials shall be manufactured in accordance with applicable standards of NEMA,ANSI, or UL and shall be UL listed. B. Complete each system as shown and place in operation except where only rough-in or partial systems are called for. Each system shall be tested and left in proper operation free of faults, shorts, or unintentional grounds. C. Protect electrical work, wire and cable, materials and equipment installed under this Division against damage by other trades,weather conditions, or any other causes. Equipment found damaged or in other than new condition will be rejected as defective. 1.03 FEES A. Secure and pay for all necessary permits and fees. Arrange for all required inspections. PART PRODUCTS 2.01 MATERIALS AND METHODS A. Electrical metallic conduit may be used in dry locations not subject to mechanical injury. Raceways within six feet of the floor in passages, storage areas or where exposed to passing traffic are deemed subject to mechanical injury. B. Non-metallic plastic conduit(PVC)can be used for power systems underground feeders, including runs under the building slab. Minimum 314"trade size. PVC shall not be used above grade. C. Flexible metal conduit is not permitted. D. Galvanized Rigid Conduit(GRC)and Intermediate Metal Conduit(IMC) shall be used where exposed to the earth,weather, or damp location,where subject to mechanical injury. E. GRC and IMC shall be coupled and terminated with threaded fittings. Ends shall be bushed with insulating bushings equal to T&B 1220 or 1230 series. F. Connectors and couplings for IMG shall be steel concrete tight compression type or set screw type with insulated throats on connectors. Connectors shall have a T&B 5030 and 5040 series insulating bushing. Indent type connectors shall not be used. G. Connectors and couplings for GRC shall be threaded type only. H. Metal-clad cable is not permitted. I. The Contractor shall provide green ground wire as per code rules, for all PVC runs. 1302/City of Tigard Main Street 260000- 1 BASIC ELECTRICAL Monument-March 10, 2015 MATERIALS AND METHODS J. Provide duct-seal at ends of all underground and under slab conduits. K. All elbows installed in PVC conduit runs shall be long sweep galvanized rigid steel. L. Wire shall be copper, unless otherwise shown on the Drawings, No. 12 minimum size for lighting and power uses. Insulation to be type THWN except where adverse conditions require other insulation type. M. Splices and Terminations: Splices shall utilize wing nut connector installed properly; splices for No. 8 and larger wires shall be made with approved pressure type connectors; all taped joints shall be applied in half-lap layers without stretching to deform. Use water tight connectors in damp/wet locations. N. Hangers, Supports,Anchors, and Fasteners-General: Corrosion-resistant materials of size and type adequate to carry the loads of equipment and conduit, including weight of wire in conduit. O. Circuit breakers shall be fully interchangeable,without disturbing adjacent units, quick-make, quick-break, ambient compensated, and trip indicating. Update circuit schedules in panel. P. Provide grounding of the electrical system in accordance with Article 250 of the National Electrical Code.All raceway systems are to contain a grounding conductor sized in accordance with the NEC. Q. Provide all lighting indicated on the Drawings with a fixture of the type designated for the location. 2.02 INSTALLATION REQUIREMENTS A. Electrical plans are diagrammatic.Verify exact equipment locations for all equipment. Coordinate with architectural drawings and installations to avoid conflicts. B. All work shall be installed in a neat, inconspicuous, professional manner. Conduit runs shall parallel structural lines where exposed. C. Boxes, fixtures and equipment shall be securely mounted and supported. D. The site shall be left clean and free of dirt and debris. Panels, fixtures,outlets and equipment shall be left clean and free of foreign materials and dirt. E. Install hangers and supports as required to adequately and securely support electrical system components, in a neat and workmanlike manner, as specified in NECA 1. F. Enclosures and all controls shall be clearly and permanently labeled as approved by Architect. G. Lighting fixtures of types and sizes as indicated shall be furnished and installed complete. Provide with all required mounting accessories. H. Fixtures shall be left clean at the time of acceptance of the work with every lamp in operation. If fixtures are deemed dirty by the Architect at completion of the project,the Contractor shall clean them. 1. Fixtures shall be carefully aligned, leveled in straight lines, and located as shown on the Architectural drawings.The final decision as to adequacy of support and alignment shall be made by the Architect. J. The contractor shall provide, at the Owners facility, the training to familiarize the Owner's personnel with the operation, use, adjustment, and problem-solving diagnosis of the lighting control equipment and systems. PART 3 EXECUTION 3.01 GUARANTEE A. Guarantee the electrical installation against all defects in materials, equipment, and workmanship for one year after the date of acceptance of the work. Defects shall be properly remedied to the satisfaction of the Architect at no cost to the Owner. END OF SECTION 1302/City of Tigard Main Street 260000-2 BASIC ELECTRICAL Monument-March 10. 2015 MATERIALS AND METHODS SECTION 31 10 00 SITE CLEARING PART1 GENERAL 1.01 SECTION INCLUDES A. Clearing and protection of vegetation. B. Removal of existing debris. C. Erosion control. 1.02 RELATED REQUIREMENTS A. Section 31 22 00-Grading: Fill material for filling holes, pits, and excavations generated as a result of removal operations. B. Section 32 93 00-Plants: Relocation of existing trees, shrubs, and other plants. C. Section 32 93 00-Plants: Pruning of existing trees to remain. 1.03 REFERENCE STANDARDS 1.04 SUBMITTALS A. Site Plan: Showing: 1. Areas for temporary construction and field offices. 1.05 QUALITY ASSURANCE A. Clearing Firm: Company specializing in the type of work required. PART 2 PRODUCTS--NOT USED PART 3 EXECUTION 3.01 SITE CLEARING A. Minimize production of dust due to clearing operations; do not use water if that will result in ice, flooding, sedimentation of public waterways or storm sewers, or other pollution. 3.02 EXISTING UTILITIES AND BUILT ELEMENTS A. Coordinate work with utility companies; notify before starting work and comply with their requirements; obtain required permits. B. Protect existing utilities to remain from damage. C. Do not disrupt public utilities without permit from authority having jurisdiction. D. Protect existing structures and other elements that are not to be removed. 3.03 VEGETATION A. Scope: Remove trees, shrubs, brush, and stumps in areas to be covered by wall structure, paving, lawns, and planting beds. B. Do not remove or damage vegetation beyond the limits indicated on drawings. 1. Exception: Specific trees and vegetation indicated on drawings to be removed. C. Install substantial, highly visible fences orange construction fencing at least 4 feet high with steel posts spaced 8 feet apart to prevent inadvertent damage to vegetation to remain: 1. At vegetation removal limits. 2. Around trees to remain within vegetation removal limits; locate no closer to tree than at the drip line. 3. Around other vegetation to remain within vegetation removal limits. D. In areas where vegetation must be removed but no construction will occur other than pervious paving, remove vegetation with minimum disturbance of the subsoil. E. Vegetation Removed: Do not burn, bury, landfill, or leave on site, except as indicated. 1. Chip, grind, crush, or shred vegetation for mulching, composting, or other purposes; preference should be given to on-site uses. City of Tigard Main Street 31 1000.1 SITE CLEARING Monuments March 10, 2015 2. Existing Stumps: Treat as specified for other vegetation removed; remove stumps and roots to depth of 18 inches. 3. Fill holes left by removal of stumps and roots, using suitable fill material,with top surface neat in appearance and smooth enough not to constitute a hazard to pedestrians. F. Restoration: If vegetation outside removal limits or within specified protective fences is damaged or destroyed due to subsequent construction operations, replace at no cost to City. 3.04 DEBRIS A. Do not track dirt, mud, debris out of work area. Haul off excess material immediately. Remove debris,junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION 1302/City of Tigard Main Street 31 1000-2 SITE CLEARING Monuments February 26, 2015 SECTION 31 22 00 GRADING PART1 GENERAL 1.01 SECTION INCLUDES A. Removal of topsoil. B. Rough grading the site . C. Finish grading . 1.02 RELATED REQUIREMENTS A. Section 31 10 00-Site Clearing. B. Section 3123 16-Excavation. C. Section 3123 23-Fill: Filling and compaction. D. Section 32 92 19-Seeding: Finish ground cover. E. Section 32 92 26-Planting Soil F. Section 32 93 00-Plants: Topsoil in beds and pits. 1.03 SUBMITTALS A. Project Record Documents: Accurately record actual locations of utilities remaining by horizontal dimensions, elevations or inverts, and slope gradients, 1.04 QUALITY ASSURANCE A. Perform Work in accordance Oregon Standard Specifications for Construction 2008. 1.05 DELIVERY,STORAGE,AND HANDLING A. Contractor responsible for procurring any required staging locations outside of work area, obtaining permissions from property owners and all applicable fees and rents as applicable. B. When fill materials need to be stored on site, 1. Separate differing materials with dividers or stockpile separately to prevent intermixing. 2. Prevent contamination. 3. Protect stockpiles from erosion and deterioration of materials. PART 2 PRODUCTS 2.01 MATERIALS A. Planting Soils: See Section 32 92 26 B. Other Fill Materials: See Section 3123 23. PART 3 EXECUTION 3.01 EXAMINATION A. Surveyor to provide temporary benchmark(TBM)on each project site, north and south project sites. B. Verify that survey bench mark and intended elevations for the Work are as indicated. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. B. Stake and flag locations of known utilities. C. Locate, identify, and protect from damage above-and below-grade utilities to remain. D. Notify utility company to remove and relocate utilities. E. Protect site features to remain, including but not limited to bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs, from damage by grading equipment and vehicular traffic. City of Tigard Main Street 31 22 00.1 GRADING Monuments March 10, 2015 F. Protect trees to remain by providing substantial fencing around entire tree at the outer tips of its branches; no grading is to be performed inside this line. G. Protect plants, lawns, rock outcroppings, and other features to remain as a portion of final landscaping. 3.03 ROUGH GRADING A. Remove topsoil from areas to be further excavated, re-landscaped, or re-graded, without mixing with foreign materials. B. Do not remove or reuse topsoil when wet. C. Remove subsoil from areas to be further excavated, re-landscaped, or re-graded. D. Do not reuse wet subsoil unless subsequently processed to obtain optimum moisture content. E. When excavating through roots, perform work by hand and cut roots with sharp axe. F. See Section 3123 23 for filling procedures. G. Benching Slopes: Horizontally bench existing slopes greater than 1:4 to key fill material to slope for firm bearing. H. Stability: Replace damaged or displaced subsoil to same requirements as for specified fill. 3.04 SOIL REMOVAL A. Stockpile topsoil to be re-used on site; remove remainder from site. B. Stockpile subsoil to be re-used on site; remove remainder from site. C. Stockpiles: pile depth not to exceed 8 feet; protect from erosion. 3.05 FINISH GRADING A. Before Finish Grading: 1. Verify building and trench backfilling have been inspected. 2. Verify subgrade has been contoured and compacted. B. Remove debris, roots, branches, stones, in excess of 112 inch in size. Remove soil contaminated with petroleum products. C. Where topsoil is to be placed, scarify surface to depth of 6 inches. D. In areas where vehicles or equipment have compacted soil, scarify surface to depth of 3 inches. E. Place topsoil to the following compacted thicknesses: 1. Areas to be Seeded with Grass: 6 inches. 2. Shrub and Flower Beds: 12 inches F. Place topsoil during dry weather. G. Remove roots, weeds, rocks,and foreign material while spreading. H. Near plants spread topsoil manually to prevent damage. I. Fine grade topsoil to eliminate uneven areas and low spots. Maintain profiles and contour of subgrade. 3.06 TOLERANCES A. Top Surface of Subgrade: Plus or minus 0.10 foot(1-3116 inches)from required elevation. B. Top Surface of Finish Grade: Plus or minus 0.04 foot(1/2 inch). 3.07 REPAIR AND RESTORATION A. Existing Facilities, Utilities, and Site Features to Remain: If damaged due to this work, repair or replace to original condition. B. Trees to Remain. If damaged due to this work,trim broken branches and repair bark wounds; if root damage has occurred, obtain instructions from City as to remedy. C. Other Existing Vegetation to Remain: If damaged due to this work, replace with vegetation of equivalent species and size. 1302/City of Tigard Main Street 31 2200-2 GRADING Monuments February 26, 2015 3.08 FIELD QUALITY CONTROL A. See Section 31 23 23 for compaction density testing. 3.09 CLEANING A. Do not track dirt, mud, debris out of work area. Haul off excess materials immediately. B. Remove unused stockpiled topsoil and subsoil. Grade stockpile area to prevent standing water. C. Leave site clean and raked, ready to receive landscaping. END OF SECTION 1302/City of Tigard Main Street 312200-3 GRADING Monuments February 26, 2015 SECTION 3123 16 EXCAVATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Excavating for building volume below grade, footings, slabs-on-grade, paving, and site structures. B. Trenching for utilities outside the building to utility main connections. 1.02 RELATED REQUIREMENTS A. Section 31 10 00 Site Clearing B. Section 31 22 00-Grading: Soil removal from surface of site. C. Section 31 23 23-Fill: Fill materials, filling, and compacting. D. Section 31 92 26-Planting Soil. E. Section 33 46 00-Subdrainage: Fill aggregate and filter fabric for foundation drainage systems. 1.03 PROJECT CONDITIONS A. Verify that survey bench mark and intended elevations for the Work are as indicated. 1.04 DELIVERY,STORAGE,AND HANDLING A. Contractor responsible for procurring any required staging locations outside of work area, obtaining permissions from property owners and all applicable fees and rents as applicable. B. When fill materials need to be stored on site, 1. Separate differing materials with dividers or stockpile separately to prevent intermixing. 2. Prevent contamination. 3. Protect stockpiles from erosion and deterioration of materials. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 EXAMINATION A. Surveyor to provide temporary benchmark (TBM)on each project site. B. Verify that survey bench mark and intended elevations for the work are as indicated. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum locations. B. Locate, identify, and protect utilities that remain and protect from damage. C. Notify utility company to remove and relocate utilities. D. Protect bench marks, survey control points, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. E. Protect plants, lawns, rock outcroppings, and other features to remain. 3.03 EXCAVATING A. Underpin adjacent structures that could be damaged by excavating work. B. Excavate to accommodate new structures and construction operations. C. Notify City of unexpected subsurface conditions and discontinue affected work in area until notified to resume work. D. Slope banks of excavations deeper than 4 feet to angle of repose or less until shored. E. Do not interfere with 45 degree bearing splay of foundations. F. Cut utility trenches wide enough to allow inspection of installed utilities. City of Tigard Main Street 31 23 16.1 EXCAVATION Monuments March 10, 2015 G. Hand trim excavations. Remove loose matter. H. Correct areas that are over-excavated and load-bearing surfaces that are disturbed; see Section 3123 23. 1. Grade top perimeter of excavation to prevent surface water from draining into excavation. J. Remove excavated material that is unsuitable for re-use from site. K. Stockpile excavated material to be re-used in area designated on site in accordance with Section 31 22 00. L. Remove excess excavated material from site. 3.04 FIELD QUALITY CONTROL A. See Section 31 23 23 Fill. for general requirement for field inspection and testing. B. Provide for visual inspection of load-bearing excavated surfaces before placement of foundations. 3.05 PROTECTION A. Do not track dirt: mud or debris out of work area. Haul off excess materials immediately. B. Prevent displacement of banks and keep loose soil from falling into excavation; maintain soil stability. C. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing. END OF SECTION 1302/City of Tigard Main Street 312316-2 EXCAVATION Monuments February 26,2015 SECTION 31 23 16.13 TRENCHING PART1 GENERAL 1.01 SECTION INCLUDES A. Backfilling and compacting for utilities outside the building to utility main connections. 1.02 RELATED REQUIREMENTS A. Section 3122 00-Grading: Site grading. B. Section 31 23 16-Excavation: Building and foundation excavating. C. Section 33 46 00-Subdrainage: Filter aggregate and filter fabric for foundation drainage systems. 1.03 DEFINITIONS A. Finish Grade Elevations: Indicated on drawings. B. Subgrade Elevations: 12 inches below finish grade elevations indicated on drawings, unless otherwise indicated. 1.04 REFERENCES A_ AASHTO T 180-Standard Specification for Moisture-Density Relations of Soils Using a 4.54 kg (10-Ib) Rammer and a 457 mm(18 in.) Drop; American Association of State Highway and Transportation Officials; 2010 B. ASTM C136-Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2006. C. ASTM D698-Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort(12,400 ft-Ibf/ft3 (600 kN-m/m3)); 2012. D. ASTM D1556-Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method; 2007. E. ASTM D1557-Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort(56,000 ft-Ibf/ft3(2,700 kN m/m3)); 2012. F. ASTM D2167-Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method; 2008. G. ASTM D2487- Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System);2011. H. ASTM D3017-Standard Test Method for Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth); 2005. 1.05 SUBMITTALS A. Samples: 51b sample of each type of fill; submit in air-tight containers to testing laboratory. B. Materials Sources: Submit name of imported materials source. C. Compaction Density Test Reports. 1.06 DELIVERY,STORAGE,AND HANDLING A. Contractor responsible for procurring any required staging locations outside of work area, obtaining permissions from property owners and all applicable fees and rents as applicable. B. When necessary, store materials on site in advance of need. C. When fill materials need to be stored on site, 1. Separate differing materials with dividers or stockpile separately to prevent intermixing. 2. Prevent contamination. 3. Protect stockpiles from erosion and deterioration of materials. City of Tigard Main Street 31 23 16.13.1 TRENCHING Monuments March 10,2015 PART 2 PRODUCTS 2.01 FILL MATERIALS A. General Fill: Local borrow. 1. Graded. 2. Free of lumps larger than 3 inches, rocks larger than 2 inches, and debris. 3. Conforming to ASTM D2487 Group Symbol CL. B. Structural Fill-Graded in accordance with ASTM C136,within the following limits: 1. 1 inch sieve: 95 percent passing. 2. 3/4 inch sieve: 95 percent passing. 3. 5/8 inch sieve: 75 to 100 percent passing. 4. 3/8 inch sieve: 55 to 85 percent passing. 5. No. 4 sieve: 35 to 60 percent passing. 6. No. 16 sieve: 15 to 35 percent passing. 7. No. 40 sieve: 10 to 25 percent passing. 8. No. 200: 5 to 10 percent passing. C. Drainage Fill -Fill Type French Drain: 1 inch round washed stone; free of shale, clay, friable material and debris. 1. Conforming to ASTM D2487 Group Symbol CL. 2_ Graded in accordance with ASTM C136, within the following limits: D. Sand: Natural river or bank sand;washed; free of silt, clay, loam, friable or soluable materials, and organic matter. 1. Grade in accordance with ASTM D2487 Group Symbol SW. E. Topsoil: See Section 31 22 00. 2.02 ACCESSORIES A. Geotextile Fabric: Non-biodegradable, woven, Permeable; 8 ounce manufactured by Mirafi, or Propex or equal to be approved by City. B. Where fill materials are specified by reference to a specific standard, test and analyze samples for compliance before delivery to site. C. If tests indicate materials do not meet specified requirements, change material and retest. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that survey bench marks and intended elevations for the work are as indicated. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum locations. B. See Section 3122 00 for additional requirements. 3.03 TRENCHING A. Notify City of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. 3.04 SOURCE QUALITY CONTROL A. Notify City of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. B. Slope banks of excavations deeper than 4 feet to angle of repose or less until shored. C. Do not interfere with 45 degree bearing splay of foundations. D. Cut trenches wide enough to allow inspection of installed utilities. E. Hand trim excavations. Remove loose matter. 1302/City of Tigard Main Street 31 23 16.13-2 TRENCHING Monuments February 26, 2015 F. Remove large stones and other hard matter that could damage piping or impede consistent backfilling or compaction. G. Remove excavated material that is unsuitable for re-use from site. H. Stockpile excavated material to be re-used in area designated on site in accordance with Section 31 22 00. 1. Remove excess excavated material from site. 3.05 PREPARATION FOR UTILITY PLACEMENT A. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill. . B. Use selected general fill , flush to required elevation, compacted to minimum 95% maxxmum dry density per ASTM D698 or AASHTO T99. C. Compact subgrade to density equal to or greater than requirements for subsequent fill material. D. Until ready to backfill, maintain excavations and prevent loose soil from falling into excavation. 3.06 BACKFILLING A. Backfill to contours and elevations indicated using unfrozen materials. B. Fill up to subgrade elevations unless otherwise indicated. C. Employ a placement method that does not disturb or damage other work. D. Systematically fill to allow maximum time for natural settlement. Do not fill over porous, wet, frozen or spongy subgrade surfaces. E. Maintain optimum moisture content of fill materials to attain required compaction density. F. Granular Fill: Place and compact materials in equal continuous layers not exceeding 6 inches compacted depth. G. Slope grade away from building minimum 2 inches in 10 ft, unless noted otherwise. Make gradual grade changes. Blend slope into level areas. H. Correct areas that are over-excavated. 1. Other areas: Use general fill, flush to required elevation,compacted to minimum 95 percent of maximum dry density. I. Compaction Density Unless Otherwise Specified or Indicated: J. Reshape and re-compact fills subjected to vehicular traffic. 3.07 BEDDING AND FILL AT SPECIFIC LOCATIONS A. Utility Piping, Conduits: 1. Bedding: Use sand. 2. Cover with general fill. 3. Fill up to subgrade elevation, B. At French Drains: 1. Use Drainage Fill. 2. Fill up to 8 inches below finish grade. 3. Compact to 95 percent of maximum dry density. 3.08 TOLERANCES A. Top Surface of General Backfilling: Plus or minus 1 inch from required elevations. 3.09 FIELD QUALITY CONTROL A. Perform compaction density testing on compacted fill in accordance with ASTM D1556, ASTM D2167,ASTM D3017, or ASTM D6938. B. Evaluate results in relation to compaction curve determined by testing uncompacted material in accordance with ASTM D698 ("standard Proctor"),ASTM D1557 ("modified Proctor"), or AASHTO T 180. 1. Foundations:95% Modified Proctor 13021 City of Tigard Main Street 31 23 16.13-3 TRENCHING Monuments February 26,2015 2. Trench Fill: 90% Standard Proctor 3, Planting Soil: 90% Standard Proctor C. If tests indicate work does not meet specified requirements, remove work, replace and retest. D. Frequency of Tests-.(2)two for foundation and (1)one per foot depth of structural fill. 3.10 CLEANING A. Do not track dirt, mud or debris out of work area. Haul off excess materials immediately. B. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water. C. Leave borrow areas in a clean and neat condition. Grade to prevent standing surface water. END OF SECTION 13021 City of Tigard Main Street 31 23 16.13-4 TRENCHING Monuments February 26, 2015 SECTION 31 23 23 FILL PART1 GENERAL 1.01 SECTION INCLUDES A. Filling, backfilling, and compacting for slabs-on-grade, paving, site structures, and vegetated areas. B. Filling holes, pits, and excavations generated as a result of removal(demolition) operations. 1.02 RELATED REQUIREMENTS A. Section 03 30 00-Cast-in-Place Concrete. B. Section 31 23 16-Excavation: Removal and handling of soil to be re-used. C. Section 31 23 16.13-Trenching: Excavating for utility trenches to utility main connections. D. Section 32 92 16-Seeding E. Section 32 92 26-Planting Soil F. Section 32 93 00-Plants 1.03 DEFINITIONS A. Finish Grade Elevations: indicated on drawings. B. Subgrade Elevations:4 inches below finish grade elevations indicated on drawings, unless otherwise indicated. 1.04 REFERENCE STANDARDS A. AASHTO T 180-Standard Specification for Moisture-Density Relations of Soils Using a 4.54 kg (10-Ib) Rammer and a 457 mm (18 in.) Drop;American Association of State Highway and Transportation Officials; 2010 B. ASTM C136-Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2006. C. ASTM D698-Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort(12,400 ft-Ibf/ft3(600 kN-m/m3)); 2012. D. ASTM D1556-Standard Test Method for Density and Unit Weight of Soil in Place by the Sand-Cone Method;2007. E. ASTM D1557-Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort(56,000 ft-Ibf/ft3 (2,700 kN m/m3)); 2012. 1.05 SUBMITTALS A. Samples: 101b sample of each type of fill;submit in air-tight containers to testing laboratory. B. Materials Sources: Submit name of imported materials source. C. Fill Composition Test Reports: Results of laboratory tests on proposed and actual materials used. D. Compaction Density Test Reports. 1.06 DELIVERY,STORAGE,AND HANDLING A. Contractor responsible for procurring any required staging locations outside of work area, obtaining permissions from local property owners and applicable fees and rents as applicable. B. When fill materials need to be stored on site, N/A. 1. Separate differing materials with dividers or stockpile separately to prevent intermixing. 2. Prevent contamination. 3. Protect stockpiles from erosion and deterioration of materials. PART 2 PRODUCTS 2.01 FILL MATERIALS A. General Fill: Local borrow.Satisfactory soil material. City of Tigard Main Street 31 2323.1 FILL Monuments March 10,2015 1. Graded. 2. Free of lumps larger than 3 inches, rocks larger than 2 inches, and debris. 3. Conforming to ASTM D2487 Group Symbol CL. B. Structural Fill: Crushed Rock. C. Graded in accordance with ASTM C136,within the following limits: 1. 1 inch sieve: 100 percent passing. 2. 3/4 inch sieve: 95 to 100 percent passing. 3. 5/8 inch sieve: 75 to 100 percent passing. 4. 3/8 inch sieve: 55 to 85 percent passing. 5. No. 4 sieve: 35 to 60 percent passing. 6. No. 16 sieve: 15 to 35 percent passing. 7. No. 40: 10 to 25 percent passing. 8. No. 200: 5 to 10 percent passing. D. Drainage Fill : Round natural stone; washed, free of clay, shale, organic matter. 1. Graded in accordance with ASTM C136, within the following limits: a. Minimum Size: 3/4 inch. b. Maximum Size: 1 inch. E. Sand - Fill Type Utility Bedding and Cover: Natural river or bank sand; washed; free of silt, clay, loam, friable or soluble materials,and organic matter. 1. Graded in accordance with ASTM C136; within the following limits: a. No. 4 sieve: 100 percent passing. b. No. 14 sieve: 10 to 100 percent passing. c. No. 50 sieve: 5 to 90 percent passing. d. No. 100 sieve: 4 to 30 percent passing. e. No. 200 sieve: 0 percent passing. F. Topsoil: See Section 33 92 26 Planting Soil 2.02 ACCESSORIES A. Geotextile Fabric: Non-biodegradable,woven, permeable; 8 ounce manufactured by Mirafi, Propex or equal approved by City.. 2.03 SOURCE QUALITY CONTROL A. Where fill materials are specified by reference to a specific standard, testing of samples for compliance will be provided before delivery to site. B. If tests indicate materials do not meet specified requirements, change material and retest. C. Provide materials of each type from same source throughout the Work. PART 3 EXECUTION 3.01 EXAMINATION A. Identify required lines, levels, contours, and datum locations. B. See Section 3122 00 for additional requirements. C. Verify subdrainage, dampproofing, or waterproofing installation has been inspected. D. Verify structural ability of unsupported walls to support imposed loads by the fill. 3.02 PREPARATION A. Scarify subgrade surface to a depth of 6 inches to identify soft spots. B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill. C. Compact subgrade to density equal to or greater than requirements for subsequent fill material. D. Until ready to fill, maintain excavations and prevent loose soil from falling into excavation. 3.03 FILLING A. Fill to contours and elevations indicated using unfrozen materials. 13021 City of Tigard Main Street 31 2323-2 FILL Monuments February 26, 2015 B. Employ a placement method that does not disturb or damage other work. C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous,wet, frozen or spongy subgrade surfaces. D. Maintain optimum moisture content of fill materials to attain required compaction density. E. Structural Fill: Place and compact materials in equal continuous layers not exceeding 8 inches compacted depth. F. General Fill: Place and compact material in equal continuous layers not exceeding 8 inches compacted depth. G. Imported Top Soil: Place and compact material in equal continuous layers not exceeding[8] inches compacted depth. H. Slope grade away from building minimum 2 inches in 10 ft, unless noted otherwise. Make gradual grade changes. Blend slope into level areas. I. Correct areas that are over-excavated. 1. Load-bearing foundation surfaces: Use structural fill,flush to required elevation, compacted to 95 percent of maximum dry density. 2. Preparation for Utility Placement: Use selected general fill, flush to requried elevation, compacted to a minimum 95 percent maximum dry density per ASTM D698 or AASHTO T99. J. Compaction Density Unless Otherwise Specified or Indicated: 1. Under paving, slabs-on-grade, and similar construction: 95 percent of maximum dry density. 2. At retaining wall footings: 95 percent of maximum dry density. 3. At other locations: 95 percent of maximum dry density. K. Reshape and re-compact fills subjected to vehicular traffic. 3.04 FILL AT SPECIFIC LOCATIONS A. Preparation for Utility Placement: Use selected general fill, flush to requried elevation, compacted to a minimum 95 percent maximum dry density per ASTM D698 or AASHTO T99 B. Structural Fill at Artwork Footing and Retaining Wall Footings: 1. Use structural fill. 2. Fill up to subgrade elevations. 3. Maximum depth per lift: 8 inches,compacted. 4. Compact to minimum 95 percent of maximum dry density. Modified Proctor C. Over Subdrainage Piping at behind retaining walls: 1. Drainage fill and geotextile fabric: 2. Cover drainage fill with general fill. 3. Fill up to subgrade elevation. 4. Compact to 95 percent of maximum dry density. Standard Proctor D. Over Buried Utility Piping and Conduits in Trenches 1. Bedding: Use sand. 2. Cover with general fill. 3. Fill up to subgrade elevation. 4. Compact in maximum 8 inch lifts to 95 percent of maximum dry density. Standard Proctor E. At Lawn Areas: 1. Use General Fill. 2. Fill up to 6 inches below finish grade elevations. 3. Fill up to subgrade elevations. 4. Minimum depth Planting Soil 5. Compact to 90 percent of maximum dry density, Standard Proctor 6. See Section 3122 00 for topsoil placement. 1302/City of Tigard Main Street 31 2323-3 FILL Monuments February 26,2015 F. At Planting Areas Other Than Lawns : 1. Use General Fill where other types of fill are not required. 2. Fill up to 12 inches below finish grade elevations. 3. Compact to 90 percent of maximum dry density, Standard Proctor 4. See Section 3122 00 for topsoil placement. 3.05 TOLERANCES A. Top Surface of General Filling: Plus or minus 1 inch from required elevations. 3.06 FIELD QUALITY CONTROL A. Perform compaction density testing on compacted fill in accordance with ASTM D1556, ASTM D2167,ASTM D3017, or ASTM D6938. B. Evaluate results in relation to compaction curve determined by testing uncompacted material in accordance with ASTM D698("standard Proctor"), ASTM D1557("modified Proctor"), or AASHTO T 180. C. If tests indicate work does not meet specified requirements, remove work, replace and retest. D. Proof roll compacted fill at surfaces that will be under slabs-on-grade. 3.07 CLEANING A. Do not track dirt, mud, debris out of work area. Haul off excess materials immediately B. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water. END OF SECTION 13021 City of Tigard Main Street 312323-4 FILL Monuments February 26,2015 SECTION 32 84 23 UNDERGROUND SPRINKLERS PART1 GENERAL 1.01 SECTION INCLUDES A. Pipe and fittings, valves, sprinkler heads, emitters, bubblers, and accessories. B. Control system. 1.02 RELATED REQUIREMENTS A. Section 31 23 16-Excavation: Excavating for irrigation piping. B. Section 31 23 16.13-Trenching: Excavating and backfilling for irrigation piping. C. Section 31 23 23 -Fill: Backfilling for irrigation piping. 1.03 REFERENCE STANDARDS A. ASTM D2235-Standard Specification for Solvent Cement for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe and Fittings;2004 (Reapproved 2011). B. ASTM D2241 -Standard Specification for Poly(Vinyl Chloride)(PVC) Pressure-Rated Pipe (SDR Series); 2009. C. ASTM D2564-Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems; 2012. D. NEMA 250- Enclosures for Electrical Equipment(1000 Volts Maximum); National Electrical Manufacturers Association; 2008. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: Coordinate the work with site backfilling, landscape grading and delivery of plant life. B. Preinstallation Meeting: Convene one week prior to commencing work of this Section. 1.05 SUBMITTALS A. Shop Drawings: Indicate piping layout to water source, location of sleeves under pavement, location and coverage of sprinkler heads, components, plant and landscaping features, site structures, schedule of fittings to be used. B. Product Data: Provide component and control system and wiring diagrams. C. Record Documents: Record actual locations of all concealed components piping system. D. Operation and Maintenance Data: 1. Provide instructions for operation and maintenance of system and controls, seasonal activation and shutdown, and manufacturer's parts catalog. 2. Provide schedule indicating length of time each valve is required to be open to provide a determined amount of water. E. Maintenance Materials: Provide the following for City Center Development AGency's use in maintenance of project. 1. Extra Sprinkler Heads: One of each type and size. 2. Extra Valve Keys for Manual Valves: One. 3. Extra Valve Box Keys: One. 4. Extra Valve Marker Keys: One. 5. Wrenches: One for each type head core and for removing and installing each type head. 1.06 QUALITY ASSURANCE A. Manufacturer Qualifications Company specializing in manufacturing products specified in this section,with not less than 10 years of documented experience. B. Installer Qualifications: Company specializing in performing the work of this section with minimum 10 years of experience. City of Tigard Main Street 32 84 23.1 UNDERGROUND SPRINKLERS Monuments March 10, 2015 1.07 REGULATORY REQUIREMENTS A. Conform to applicable code for piping and component requirements. B. Provide certificate of compliance from authority having jurisdiction indicating approval of products in system. PART 2 PRODUCTS 2.01 IRRIGATION SYSTEM A. Electric solenoid controlled underground irrigation system, with low point self drain. B. Manufacturers: 1. Hunter Industries; Product[Spray Heads, Bodies, Nozzels, and associated assemblies]: www.hunterindustries.com. 2.02 PIPE MATERIALS A. PVC Pipe: Schedule 40 Pipe: Type 1, Gradel Polyvinyl Chloride (PVC) ASTM D1784, D1785 & D2665; 200 psi pressure rated upstream from controls, 160 psi downstream: solvent welded sockets. B. PVC Pipe: Class 200, ASTM D1784; 200 psi pressure rated upstream from controls, 160 psi downstream; solvent welded sockets. C. Fittings: Type and style of connection to match pipe. D. Pipe Risers at Valves: 160 psi PVC pipe. E. Sleeve Material: PVC. F. Pipe Warning and Detection Tape: Reef Industries, Sentry Line 2.03 OUTLETS A. Rotary Type Sprinkler Head: Fixed type with screens; fully adjustable for flow and pressure; size as indicated; with letter or symbol designating degree of arc and arrow indicating center of spray pattern. B. Spray Type Sprinkler Head: Fixed surface head. C. Quick Coupler: Hunter HQ-33 DLHRC with Locking Cap. 2.04 VALVES A. Manufacturers: 1. Hunter; Product as noted on drawings. 2. Substitutions: Not permitted. B. Gate Valves: Bronze construction non-rising stem. C. Backflow Preventers: Iron body construction, double check valve type. D. Valve Box and Cover: Green. PART 3 EXECUTION 3.01 EXAMINATION A. Verify location of existing utilities. B. Verify that required utilities are available, in proper location, and ready for use. 3.02 PREPARATION A. Piping layout indicated is diagrammatic only. Route piping to avoid plants, ground cover, and structures. B. Layout and stake locations of system components. C. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system. 1302/City of Tigard Main Street 328423-2 UNDERGROUND SPRINKLERS Monuments February 26,2015 3.03 TRENCHING A. Trench and backfill in accordance with Section 31 23 16.13. B. Trench Size: 1. Minimum Width: 8 inches. 2. Minimum Cover Over Installed Supply Piping: 24 inches. 3. Minimum Cover Over Installed Branch Piping: 12 inches. C. Trench to accommodate grade changes and slope to drains. D. Maintain trenches free of debris, material, or obstructions that may damage pipe. 3.04 INSTALLATION A. Install pipe, valves, controls, and outlets in accordance with manufacturer's instructions. B. Connect to utilities. C. Set outlets and box covers at finish grade elevations. D. Provide for thermal movement of components in system. E. Slope piping for self drainage to gravel filled well point. F. Use threaded nipples for risers to each outlet. G. Install control tubing in accordance with manufacturer's instructions. Provide 10 inch expansion coil in irrigation piping at each valve to which controls are connected, and at 100 ft intervals. Bury control tubing beside pipe. H. Mark valves with neoprene valve markers containing locking device. Set valve markers in pipe risers extending from top of valve to finish grade. 1. Install Pipe Warning and Detection tape. J. After piping is installed, but before outlets are installed and backfilling commences, open valves and flush system with full head of water. 3.05 FIELD QUALITY CONTROL A. Prior to backfilling, test system for leakage at main piping to maintain 100 psi pressure for one hour. B. System is acceptable if no leakage or loss of pressure occurs and system self drains during test period. 3.06 BACKFILLING A. Provide 3 inch sand cover over piping. B. Backfill trench and compact to specified subgrade elevation. Protect piping from displacement. 3.07 SYSTEM STARTUP A. Prepare and start system in accordance with manufacturer's instructions. B. Adjust control system to achieve time cycles required. C. Adjust head types for full water coverage as directed. 3.08 CLOSEOUT ACTIVITIES A. Instruct City of Tigard personnel in operation and maintenance of system, including adjusting of sprinkler heads_ Use operation and maintenance data as basis for demonstration. 3.09 MAINTENANCE A. Provide a separate maintenance contract for specified maintenance service. B. Provide one complete spring start-up and a fall shutdown by installer, at no extra cost to City Center Development AGency. END OF SECTION 1302/City of Tigard Main Street 328423-3 UNDERGROUND SPRINKLERS Monuments February 26, 2015 SECTION 32 9219 SEEDING PART1 GENERAL 1.01 SECTION INCLUDES A. Preparation of subsoil. B. Placing topsoil. C. Seeding, mulching and fertilizer. D. Maintenance. 1.02 RELATED REQUIREMENTS A. Section 3122 00-Grading: Topsoil material. B. Section 31 22 00-Grading: Preparation of subsoil and placement of topsoil in preparation for the work of this section. C. Section 3123 23-Fill: Topsoil material. 1.03 DEFINITIONS A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Sent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 1.04 REGULATORY REQUIREMENTS A. Comply with regulatory agencies for fertilizer and herbicide composition. 1.05 DELIVERY, STORAGE,AND HANDLING A. Deliver grass seed mixture in seated containers. Seed in damaged packaging is not acceptable. Deliver seed mixture in containers showing percentage of seed mix,year of production, net weight,date of packaging, and location of packaging. B. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer. PART 2 PRODUCTS 2.01 SEED MIXTURE A. Seed Mixture: 1. Pennington: Smart Seed. Pacific Northwest Mix 2. Scotts:Turf Builder Grass Seed, Pacific Northwest Mix 2.02 SOIL MATERIALS A. Topsoil: Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants, weeds and roots; pH value of minimum 5.4 and maximum 7.0. 2.03 ACCESSORIES A. Mulching Material: Hemlock species wood cellulose fiber, dust form, free of growth or germination inhibiting ingredients. B. Fertilizer: Scott's Turf Builder Starter; recommended for grass,with fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies of topsoil, to the following proportions: C. Water: Clean, fresh and free of substances or matter that could inhibit vigorous growth of grass. D. Erosion Fabric: Jute matting, open weave. City of Tigard Main Street 32 92 19.1 SEEDING Monuments March 10, 2015 2.04 TESTS A. Analyze to ascertain percentage of nitrogen, phosphorus, potash, none-N/A soluble salt content, organic matter content, and pH value. B. Submit minimum 10 oz sample of topsoil proposed. Forward sample to approved testing laboratory in sealed containers to prevent contamination. C. Testing is not required if recent tests are available for imported topsoil. Submit these test results to the testing laboratory for approval. Indicate, by test results, information necessary to determine suitability. D. Testing Lab shall supply recommendations for ammendments to achieve fertility levels and composition for ornamental landscape application. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that prepared soil base is ready to receive the work of this Section. 3.02 PREPARATION A. Prepare subgrade in accordance with Section 31 22 00. B. Place topsoil in accordance with Section 31 22 00. 3.03 FERTILIZING A. Apply fertilizer in accordance with manufacturer's instructions. B. Apply after smooth raking of topsoil and prior to roller compaction. C. Do not apply fertilizer at same time or with same machine as will be used to apply seed. D. Mix thoroughly into upper 2 inches of topsoil. E. Lightly water to aid the dissipation of fertilizer. 3.04 SEEDING A. Apply seed at a rate of 6 lbs per 1000 sq ft evenly in two intersecting directions. Rake in lightly. B. Do not seed areas in excess of that which can be mulched on same day. C. Planting Seasomprior to November 15th and after Marchlst. D. Do not sow immediately following rain, when ground is too dry, or during windy periods. E. Roll seeded area with roller not exceeding 112 lbs. F. Immediately following seeding and compacting, apply mulch to a thickness of 1/8 inches. Maintain clear of shrubs and trees. G. Apply water with a fine spray immediately after each area has been mulched. Saturate to 4 inches of soil. H. Following germination, immediately re-seed areas without germinated seeds that are larger than 4 by 4 inches. 3.05 MAINTENANCE A. Provide maintenance at no additional cost to City. B. Duration: Maintenance of the seeded lawn commences after preliminary observation and approval of the seed bed by the Engineer, and continues for a period of 90 calendar days minimum after written Notice of Substantial Completion of the Project and Final Acceptance, whichever is later. C. Establishment: If lawns are not established before the dormant period, maintain for a period of 90 claendar days minimum after the dormant period and until Final Acceptance. The dormant period is November 15 to March 1st. D. Maintain seeded areas immediately after placement until grass is well established and exhibits a vigorous growing condition. 1302/City of Tigard Main Street 329219-2 SEEDING Monuments February 26, 2015 E. Mow grass at regular intervals to maintain at a maximum height of 2-1/2 inches. Do not cut more than 1/3 of grass blade at any one mowing. F. Neatly trim edges and hand clip where necessary. G. Immediately remove clippings after mowing and trimming. H. Water to prevent grass and soil from drying out. L Roll surface to remove minor depressions or irregularities. J. Immediately reseed areas that show bare spots. K. Protect seeded areas with warning signs during maintenance period. END OF SECTION 1302/City of Tigard Main Street 329219-3 SEEDING Monuments February 26, 2015 SECTION 32 92 26 PLANTING SOIL PART 1 GENERAL 1.01 SECTION INCLUDES A. Planting Soil; imported topsoil, and ammended site soil. 1.02 RELATED REQUIREMENTS A. Section 3122 00-Grading: Site grading. B. Section 31 23 16-Excavation: Removal and handling of soil to be re-used. C. Section 3123 16.13-Trenching: Excavating for utility trenches outside the building to utility main connections. D. Section 3123 23-Fill 1.03 DEFINITIONS A. Finish Grade Elevations: Indicated on drawings. B. Planting Soil: Existing or Imported Sandy Loam. The uppermost part of the soil, capable of supporting plant life. 1.04 SUBMITTALS A. Soils Sample Test Reports for existing topsoil. Follow soil sample collection methods outlined by testing laboratory for each site area. B. Soil Samples Test Reports for imported topsoil. Follow soil sample collection methods outlined by testing laboratory for each site. Collect soil or recent(within 90 days) test data from imported topsoil supplier that applies to the borrow area or supply to be used for this work. C. Soils Sample: provide required quanitites in air-tight containers to testing laboratory_ D. Follow Referenced Standards above for required data to be submitted. Include testing laboratory recommendations for ammendments as required to offset difficiencies and excesses of vital nutrients. E. Materials Sources: Submit name of imported materials source. F. Fill Composition Test Reports: Results of laboratory tests on proposed and actual materials used. G. Compaction Density Test Reports. 1.05 DELIVERY, STORAGE,AND HANDLING A. When necessary, store materials on site in advance of need. B. When fill materials need to be stored on site, locate stockpiles where indicated. 1. Separate differing materials with dividers or stockpile separately to prevent intermixing. 2. Prevent contamination. 3. Protect stockpiles from erosion and deterioration of materials. PART 2 PRODUCTS 2.01 PLANTING SOIL MATERIALS A. Imported or Ammended Site Topsoil: Sandy Loam, the uppermost part of the soil: capable of supporting plant life.ordinarily moved in tillage, fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site, free of subsoil, free of clay, free of impurities/plants/weeds/roots, minimum pH value of 5.4 and maximum pH value of 7.0. 1. Topsoil-Soil Type Ammended Site Topsoil: Topsoil excavated on-site. a. Graded. b. Free of roots, rocks larger than 1/2 inch, subsoil, debris, large weeds and foreign matter. c. Submit sample for testing and conformance to standards for ornamental planting including recommendations for ammendments to meet standard. City of Tigard Main Street 32 92 26.1 PLANTING SOIL Monuments March 10, 2015 2. Topsoil-Soil Type Imported Site Topsoil: Friable loam; local borrow. a. Graded. b. Free of roots, rocks larger than 1/2 inch, subsoil, debris, large weeds and foreign matter. c. Submit sample for testing and conformance to standards for ornamental planting including recommendations for ammendments to meet standard. 2.02 ACCESSORIES A. Filter Fabric: A geotextile fabric designed to meet various levels of porosity as specified on the drawings. 2.03 SOURCE QUALITY CONTROL A. Where fill materials are specified by reference to a specific standard, test and analyze samples for compliance before delivery to site. B. If tests indicate materials do not meet specified requirements, change material and retest. C. Provide materials of each type from same source throughout the Work. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that survey bench marks and intended elevations for the Work are as indicated. B. Identify required lines, levels, contours, and datum locations. C. See Section 31 22 00 for additional requirements. 3.02 PREPARATION A. Scarify subgrade surface to a depth of 6 inches to identify soft spots. B. Cut out soft areas of subgrade not capable of compaction in place. Backfill with general fill. C. Compact subgrade to density equal to or greater than requirements for subsequent fill material. D. Until ready to fill, maintain excavations and prevent loose soil from falling into excavation. 3.03 FILLING A. Fill up to subgrade elevations unless otherwise indicated. B. Employ a placement method that does not disturb or damage other work. C. Systematically fill to allow maximum time for natural settlement. Do not fill over porous,wet, frozen or spongy subgrade surfaces. D. Maintain optimum moisture content of fill materials to attain required compaction density. E. Planting Soil Fill: Place and compact material in equal continuous layers not exceeding 8 inches compacted depth unless noted otherwise on the drawings. F. Slope grade away from building minimum 2 inches in 10 ft, unless noted otherwise. Make gradual grade changes. Blend slope into level areas. G. Correct areas that are over-excavated. 1. Other areas: Use general fill, flush to required elevation,compacted to minimum 95 percent of maximum dry density. H. Compaction Density Unless Otherwise Specified or Indicated: 1. At planting areas other than lawn and water quality flow-through planters: 95 percent of maximum dry density. I. Reshape and re-compact fills subjected to vehicular traffic. 3.04 FILL AT SPECIFIC LOCATIONS A. Use general fill unless otherwise specified or indicated. 1302/City of Tigard Main Street 329226-2 PLANTING SOIL Monuments February 26, 2015 3.05 TOLERANCES A. Top Surface of Planting Soil Filling: Plus or minus 1 inch from required finish grade elevations indicated on the drawings after settlement. 3.06 FIELD QUALITY CONTROL A. Perform compaction density testing on compacted fill in accordance with ASTM D1556, ASTM D2167, ASTM D3017, or ASTM D6938. B. Evaluate results in relation to compaction curve determined by testing uncompacted material in accordance with ASTM D698("standard Proctor"), ASTM D1557 ("modified Proctor'), or AASHTO T 180. C. If tests indicate work does not meet specified requirements, remove work, replace and retest. D. Frequency of Tests: Prior to installation of plantings.. 3.07 CLEANING A. Leave unused materials in a neat, compact stockpile. B. Remove unused stockpiled materials, leave area in a clean and neat condition. Grade stockpile area to prevent standing surface water. C. Leave borrow areas in a clean and neat condition. Grade to prevent standing surface water. END OF SECTION 1302 i City of Tigard Main Street 329226-3 PLANTING SOIL Monuments February 26, 2015 SECTION 32 93 00 PLANTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Preparation of subsoil. B. New trees, plants, and ground cover. C. Mulch and Fertilizer. D. Maintenance. E. Tree Pruning. 1.02 RELATED REQUIREMENTS A. Section 3122 00-Grading: Subgrade Preparation. B. Section 3123 23-Fill: Fill in areas other than planting and lawn areas C. Section 32 92 26 -Planting Soil used for planting and lawn areas. 1.03 DEFINITIONS A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. B. Plants: Living trees, plants, and ground cover specified in this Section, and described in ANSI 260.1. 1.04 REFERENCE STANDARDS A. ANSI/ANLA Z60.1 -American Standard for Nursery Stock; 2004. B. ANSI A300 Part 1 -American National Standard for Tree Care Operations--Tree, Shrub and Other Woody Plant Maintenance—Standard Practices; 2008. 1.05 SUBMITTALS A. Submit plant procurment confirmation no less that 45 days prior to installation. 1. Plant list including botanical and common name, variety, quantity, size, source and address of source. 2. Certification of weed free mulch from certified supplier. 3. All soil, soil ammendments, mulch materials and accessories. 4. Two, 2 ib. samples of mulch material. B. Submit list of plant life sources. 1.06 QUALITY ASSURANCE A. Nursery Qualifications: Company specializing in growing and cultivating the plants with three years documented experience. B. Installer Qualifications: Company specializing in installing and planting the plants with 10 years experience. C. Tree Pruner Qualifications: Company specializing in pruning trees with proof of Arborist Certification. D. Tree Pruning: NAA-Pruning Standards for Shade Trees. 1.07 REGULATORY REQUIREMENTS A. Comply with regulatory agencies for fertilizer and herbicide composition. B. Provide certificate of compliance from authority having jurisdiction indicating approval of plants, fertilizer and herbicide mixture. City of Tigard Main Street 32 93 00.1 PLANTS Monuments March 10, 2015 C. Plant Materials: Certified by federal department of agriculture;free of disease or hazardous insects. 1.08 DELIVERY, STORAGE,AND HANDLING A. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer. B. Protect and maintain plant life until planted. C. Deliver plant life materials immediately prior to placement. Keep plants moist. 1.09 FIELD CONDITIONS A. Do not install plant life when ambient temperatures may drop below 35 degrees F or rise above 90 degrees F. B. Do not install plant life when wind velocity exceeds 30 mph. 1.10 WARRANTY A. Provide one year warranty. B. Warranty: Include coverage for one continuous growing season; replace dead or unhealthy plants. C. Replacements: Plants of same size and species as specified, planted in the next growing season, with a new warranty commencing on date of replacement. PART 2 PRODUCTS 2.01 PLANTS A. Plants_ Species and size identified in plant schedule, grown in climatic conditions similar to those in locality of the work. 2.02 SOIL MATERIALS A. Topsoil: Type none-N./A as specified in Section 31 22 00. 2.03 SOIL AMENDMENT MATERIALS A. Fertilizer: Containing fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies of topsoil, as indicated in analysis. Follow recommendations of soils test submittal for precentages of ammendments. B. Peat Moss: Shredded, loose, sphagnum moss; free of lumps, roots, inorganic material or acidic materials; minimum of 85 percent organic material measured by oven dry weight, pH range of 4 to 5; moisture content of 30 percent. C. Bone Meal: Raw, finely ground, commercial grade, minimum of 3 percent nitrogen and 20 percent phosphorous. D. Lime: Ground limestone, dolomite type, minimum 95 percent carbonates. E. Water: Clean, fresh,and free of substances or matter that could inhibit vigorous growth of plants. 2.04 MULCH MATERIALS A. Mulching Material: Hemlock species wood shavings, free of growth or germination inhibiting ingredients.Aged, dark brown to black in color 2.05 ACCESSORIES A. Wrapping Materials: Untreated Burlap. B. Stakes: Softwood lumber, pointed end. C. Cable, Wire, Eye Bolts and Turnbuckles: Non-corrosive, of sufficient strength to withstand wind pressure and resulting movement of plant life. D. Plant Protectors: Rubber sleeves over cable to protect plant stems, trunks, and branches. 1302/City of Tigard Main Street 329300-2 PLANTS Monuments February 26, 2015 2.06 SOURCE QUALITY CONTROL A. Provide analysis of topsoil; comply with requirements of Section 32 92 26. B. Provide testing of imported topsoil. C. Analyze to ascertain percentage of nitrogen, phosphorus, potash, soluble salt and organic matter; pH value between 5.4-7 pH. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that prepared subsoil and planters are ready to receive work. B. Saturate soil with water to test drainage. 3.02 PREPARATION OF SUBSOIL A. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade gradual. Blend slopes into level areas. B. Remove foreign materials,weeds and undesirable plants and their roots. Remove contaminated subsoil. C. Scarify subsoil to a depth of 3 inches where plants are to be placed_ Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted subsoil. D. Dig pits and beds 6 inches larger than plant root system. 3.03 PLACING TOPSOIL A. Spread topsoil to a minimum depth of 4 inches over area to be planted. Rake smooth. B. Place topsoil during dry weather and on dry unfrozen subgrade. C. Remove vegetable matter and foreign non-organic material from topsoil while spreading. D. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage. E. Install topsoil into pits and beds intended for plant root balls, to a minimum thickness of 6 inches. 3.04 FERTILIZING A. Apply fertilizer in accordance with manufacturer's instructions. B. Apply after initial raking of topsoil. C. Mix thoroughly into upper 2 inches of topsoil or to depth dictated by soils testing laboratory. D. tightly water to aid the dissipation of fertilizer. 3.05 PLANTING A. Place plants for best appearance for review and final orientation by City. Provide a minimum 48 hour notice of arrival of plants to site and layout of plants for review and postioning. B. Set plants vertical. C. Remove non-biodegradable root containers. D. Set plants in pits or beds, partly filled with prepared plant mix, at a minimum depth of 6 inches under each plant. Remove burlap, ropes, and wires, from the root ball. E. Place bare root plant materials so roots lie in a natural position. Backfill soil mixture in 6 inch layers. Maintain plant life in vertical position. F. Saturate soil with water when the pit or bed is half full of topsoil and again when full. 3.06 PLANT RELOCATION AND RE-PLANTING A. Relocate plants as indicated by City. B. Replant plants in pits or beds, partly filled with prepared topsoil mixture, at a minimum depth of 6 inches under each plant. Remove burlap, ropes, and wires, from the root ball. 1302/City of Tigard Main Street 329300-3 PLANTS Monuments February 26, 2015 C. Place bare root plant materials so roots fie in a natural position. Backfill soil mixture in 6 inch layers. Maintain plant materials in vertical position. D. Saturate soil with water when the pit or bed is half full of topsoil and again when full. 3.07 INSTALLATION OF ACCESSORIES A. Wrap deciduous shade and flowering tree trunks and place tree protectors. 3.08 PLANT SUPPORT A. Brace plants vertically with plant protector wrapped guy wires and stakes to the following: 1. Tree Caliper: 1 inch; Tree Support Method: 1 stake with one tie 2. Tree Caliper: 1 to 2 inches;Tree Support Method:2 stakes with two ties 3. Tree Caliper: 2 to 4 inches;Tree Support Method: 3 guy wires with eye bolts and turn buckles 3.09 TREE PRUNING A. Perform pruning of trees as recommended in ANSI A300. B. Prune newly planted trees as required to remove dead, broken,and split branches. 3.10 FIELD QUALITY CONTROL A. Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior to or during planting. 3.11 MAINTENANCE A. Provide full maintenance of project area landscape for 12 months after Date of Substantial Completion and until Final Acceptance. B. Provide maintenance at no extra cost to City C. Provide montly reports to to City c/o Greg Stout, Public Parks, greg@tigard-or.gov (503-718-2817. City of Tigard, 13125 SW Hall Blvd.,Tigard OR 97223 D. Maintain plant life immediately after placement. 1. Provide site maintenance at thirty(30) day intervals, provide routine site maintenance . 2. Cultivate and weed plant beds and tree pits at fifteen(15)day intervals during the growing season (March-June), 3, Irrigate sufficiently to saturate root system and prevent soil from drying out. 4. Remove dead or broken branches and treat pruned areas or other wounds. 5. Neatly trim plants where necessary. 6. Immediately remove clippings after trimming. 7. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. 8. Control insect damage and disease. Apply pesticides in accordance with manufacturers instructions. 9. Remedy damage from use of herbicides and pesticides. 10. Replace mulch when deteriorated. 11. Maintain wrappings, guys, turnbuckles. and stakes. Adjust turnbuckles to keep guy wires tight. Repair or replace accessories when required. 12. Replace all dead or dying plants under warranty. 3.12 FINAL ACCEPTANCE A. Before Final Acceptance will be granted, all items on the Punch List are to be completed to the satisfaction of the owner. B. The final inspection of all plantings and site conditions will be made by the City, in the presence of the Contractor,following completion and correction of all items on the Punch List, and prior to expiration of the Warranty Period. C. If Final Acceptance is not granted at the end of the Warranty Period, contractor must continue maintenance at no additional cost to the City until Final Acceptance is granted END OF SECTION 1302/City of Tigard Main Street 329300 -4 PLANTS Monuments February 26, 2015 SECTION 33 46 00 SUBDRAINAGE PART 1 GENERAL 1.01 SECTION INCLUDES A. Building Perimeter, Retaining Wall, and Under-Slab Drainage Systems. B. Filter aggregate and fabric and bedding. 1.02 RELATED REQUIREMENTS A. Section 31 23 16-Excavation: Excavating for subdrainage system piping and surrounding filter aggregate. B. Section 31 23 16.13-Trenching: Excavating and backfilling for site subdrainage systems. C. Section 31 23 23-Fill: Backfilling over filter aggregate, up to subgrade elevation. 1.03 REFERENCE STANDARDS A. ASTM D2729-Standard Specification for Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings; 2011. 1.04 SUBMITTALS A. Shop Drawings: Indicate dimensions, layout of piping, high and low points of pipe inverts, gradient of slope between corners and intersection. B. Product Data: Provide data on pipe drainage products, pipe accessories. C. Project Record Documents: Record location of pipe runs, connections, cleanouts and principal invert elevations. 1.05 REGULATORY REQUIREMENTS PART PRODUCTS 2.01 PIPE MATERIALS A. Polyvinyl Chloride Pipe: ASTM D2729; plain end, 4 inch inside diameter; with required fittings. B. Corrugated Plastic Tubing: Flexible type; 4 inch diameter, with required fittings. C. Use perforated pipe at subdrainage system; unperforated through sleeved walls. 2.02 AGGREGATE AND BEDDING A. Filter Aggregate and Bedding Material: Granular fill as specified in Section 31 23 23. 2.03 ACCESSORIES A. Pipe Couplings: Solid plastic. B. Corrugated Pipe Adapter: 4" C. Joint Covers: No. 15 asphalt saturated roofing felt. D. Filter Fabric: Water pervious type, black polyolefin. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that trench cut is ready to receive work and excavations, dimensions, and elevations are as indicated on layout Drawings. 3.02 PREPARATION A. Hand trim excavations to required elevations. B. Remove large stones or other hard matter that could damage drainage piping or impede consistent backfilling or compaction. 3.03 INSTALLATION A. Install and join pipe and pipe fittings in accordance with pipe manufacturer's instructions. City of Tigard Main Street 33 46 00.1 SUBDRAINAGE Monuments March 10, 2015 B. Place drainage pipe on clean cut subsoil. C. Lay pipe to slope gradients noted on Drawings;with maximum variation from true slope of 1/8 inch in 10 feet. D. Place pipe with perforations facing down. Mechanically join pipe ends. E. Install pipe couplings. F. Install filter aggregate at sides, over joint covers and top of pipe. Provide top cover compacted thickness of 12 inches. G. Place filter fabric over levelled top surface of aggregate cover prior to subsequent backfilling operations. H. Refer to Section 3123 23 for compaction requirements. Do not displace or damage pipe when compacting. 3.04 FIELD QUALITY CONTROL A. Request inspection prior to and immediately after placing aggregate cover over pipe. 3.05 PROTECTION A. Protect pipe and aggregate cover from damage or displacement until backfilling operation begins. END OF SECTION 13021 City of Tigard Main Street 334600-2 SUBDRAINAGE Monuments February 26, 2015 ATTACHMENT L CITY OF TIGARD PERMITS TIGARD ENTRYWAY MONUMENTS Ore.9-0epr*rAftWorriondporhoia+ PERMIT NUMBER APPLICATION AND PERMIT TO OCCUPY ORVffe PERFORM OPERATIONS UPON A STATE HIGHWAY in See Oregon Administrative Rule, Chapter 734, Division 55 CLASS: 5 KEYO GENERAL LOCATION PURPOSE OF APPLICATION _ (TO CONSTRUCT/OPERATE MAINTAIN) _ HIGHWAY NAME AND ROUTE NUMBER POLE TYPE MIN.VERT.CLEARANCE OR-99W/ 1 W(91)/Pacific Highway West ❑ LINE HIGHWAY NUMBER COUNTY BURIED i TYPE 1W Washington ❑ CABLE BETWEEN OR NEAR LANDMARKSPIPE TYPE SW Main St E-1 LINE HWY. REFERENCE MAP DESIGNATED FREEWAY IN U.S. FOREST FEE AMOUNT Straight Line ❑YES [K NO 10YEs Cxi NO ❑ SIGN COMMERCIAL $0.00 APPLICANT NAME AND ADDRESS 191 MISCELLANEOUS OPERATIONS AND/OR FACILITIES AS DESCRIBED BELOW City of Tigard-Engineering FOR COOT USE ONLY 13125 SW Hall Blvd BOND REQUIRED REFERENCE: AMOUNT OF BOND Tigard OR 97223 ❑ YES [X—] NO OAR 72)34-65 Attn: Kim McMillan INSURANCE REQUIRED REFERENCE: SPECIFIED COMP.DATE ❑X YES [:] NO OAR;34-55 08/30/15 DETAIL LOCATION OF FACILITY(For more space attach additional sheets) MILE MILE ENGINEERS ENGINEERS I SIDE OF HWY OR DISTANCE FROM BURIED CABLE OR PIPE SPAN POINT TO POINT STATION TO STATION ANGLE OFCROSSING ENTER OF PVM7 Rr'W LINE DEPTHIVERT. SIZE AND KIND LENGTH 9.46 9.47 U northbound side DESCRIPTION AND LOCATION OF NDN-COMMERCIAL SIGNS OR MISCELLANEOUS OPERATIONS FACILrrIES Permit is issued for construction of "Tigard Artwork"entrance to SW Main St.All work and traffic control shall be to ODOT standards and specifications. Work hours Not affecting traffic are gam to 3pm.Work affecting traffic are night work 8pm to 5am. _ SPECIAL PROVISIONS(FOR MORE SPACE ATTACH ADDITIONAL SHEETS) TRAFFIC CONTROL REQUIRED OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED? ♦ 0 YES!OAR 734-55-025(6)) C NO ♦ YES[OAR 734-55-100121 a NO IOAR 734-55-100(1) ♦ AT LEAST 48 HOURS BEFORE BEGINNING WORK,THE APPLICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT REPRESENTATIVE AT TELEPHONE NUMBER: 971 673 6200 Jim OR FAX A COPY OF THIS PAGE TO THE DISTRICT OFFICE AT: 503 653 5655 SPECIFY TIME AND DATE IN THE SPACE BELOW. ♦ A COPY OF THIS PERMIT AND ALL ATTACHMENTS SHALL BE AVAILABLE AT THE WORK AREA DURING CONSTRUCTION. ♦ ATTENTION: Oregon Law requires you to follow rules adopted by the Oregon Utility Notification Center.Those rules are set forth in OAR 952.001-0010 through OAR 852-001-0090.You may obtain copies of the rules by calling the center at(503) 232-1987. CALL BEFORE YOU DIG 7-800-332-2344 COMMENTS- ODOT USE ONLY 1.Work will comply with permit,attached provisions(5pg.),and approved plans to satisfaction of District Manager or representative. 2.Work not in compliance shall be removed,repaired to meet ODOT standards,approval by District Manager or representative. 3.Applicant shall call 503 969 1035 for any electrical locates within ODOT's right of way prior to starting any work IF THE PROPOSED APPLICATION WILL AFFECT THE LOCAL GOVERNMENT, THE APPLICANT SHALL ACQUIRE THE LOCAL GOVERNMENT OFFICIAL'S SIGNATURE BEFORE ACQUIRING THE DISTRICT MANAGER'S SIGNATURE. LOCAL GOVERNMENT OFFICIAL SIGNATURE TITLE DATE X APPLI AN IGNATURE APPLICA ION D TE TITLE TELEPHONE NO. x 15. 1-7 t ASST C(TY G-AX( JET '5d3•7re•Z(,4t When this apple arion is approved by the Department,the applicant is subject to,a ane DISTRICT MANAGER OR REPRESENTATIVE APPROVAL DATE approves the terms and provisions contained and attached:and the terms of Oregon Administrative Rules,Chapter 734,Division 55,which is by this reference made a part of this permit. X 734-3457(2-06) ][�7gonGENERAL PROVISIONS 0--,artment FOR POLELINE, PIPELINE, BURIED CABLE, f Transportation AND MISCELLANEOUS PERMITS Revised May 2010 APPLICANT: CITY OF TIGARD HIGHWAY: 1W MP: 9.46- 9.47 All checked(N)provisions apply. WORKSITE ® 1. Permittee must call for utility locates before digging("Call Before You Dig!" 1-800-332-2344)per Oregon Administrative Rules(Chapter 952, Division 1).You may be held liable for damages. Premarking of excavation areas is required. ® 2. Permittee shall have a copy of this permit and all attachments at the work site.They shall be available to the District Manager or representative at their request- 0 3. Permittee shall acknowledge, in writing, receipt and review of Oregon Administrative Rules(Chapter 734, Division 55)governing miscellaneous facilities and operations on the highway right of way as the governing provisions of permit or agreement.Copies of this rule may be obtained from any district maintenance office. 4. Permittee shali review the Oregon Administrative Rules (Chapter 734 Division 55)governing miscellaneous facilities and operations on the highway right of way as the governing provisions of this permit or agreement. Web site: http://arcweb.sos.state.or.us/ruies/OARS 700/OAR 734/734 055.html ❑ 5. Access control fence must be maintained during construction and restored to its original or better condition after construction is complete. ® 6. The permittee shall not use state highway right of way to display advertising signs or merchandise of any kind. ® 7. The stopping and parking of vehicles upon state highway right of way for the maintenance of adjoining property or in furtherance of any business transaction or commercial establishment is strictly prohibited. ❑ 8. All grass and small brush within the work area shall be rotary or flail mowed to ground level prior to the beginning of work to facilitate clean up. ® 9 Disturbed areas shall be reseeded with grass native to the area in an appropriate seeding time. 10. The spreading of mud or debris upon any state highway is strictly prohibited and violation shall be cause for immediate cancellation of the permit. Clean up shall be at the applicant's expense.The highway shall be cleaned of all dirt and debris at the end of each work day, or more frequently if so determined by the District Manager or representative. ® 11. Permittee shall replace any landscape vegetation or fences that are destroyed.Any damage that is not fully recovered within 30 days(weather permitting)shall be replaced by ODOT at the expense of the permittee.A "plant establishment'shall be understood to be part of the planting work to assure satisfactory growth of planted materials.The plant establishment period will begin when the original planting and all landscape construction has been completed and approved.The length of the establishment period will be one calendar year or as defined in the permit Special Provisions. Q 12. Permittee shall install and maintain landscaped area as shown on the attached drawings. Planting shall be limited to low-growing shrubs, grass or flowers that do not attain sufficient height to obstruct clear vision in any direction.The Oregon Department of Transportation (ODOT)shall have the right to remove said landscaping at any time such removal may appear to be in the public interest, without liability or loss, injury, of damage or any nature whatsoever. 734-3457(8/10) General Provisions Page 1 of 4 TRAFFIC ® 13. During construction or maintenance, the work area shall be protected in accordance with the current Manual on Uniform Traffic Control Devices(MUCID), Federal Highway Administration, U.S. Department of Transportation, and the Oregon Department of Transportation supplements thereto. Flaggers must have a card or certificate indicating their completion of an approved work zone traffic control course. Alt traffic control devices shall be maintained according to the American Traffic Safety Services Association(ATSSA), Quality Standards for Work Zone Traffic Control Devices handbook. ® 14. Permittee shall provide a detailed traffic control plan for each phase of the work, showing signs and cones. Plans shall be reviewed by Oregon Department of Transportation in advance of construction or maintenance. ® 15. All damaged or removed highway signs shall be replaced by the permittee. Installation shall be according to MUTCD standards or ODOT specifications, and shall be completed as soon as possible but no later than the end of the work shift. ® 16. No lane restrictions are permitted on the roadway during the hours of darkness, on weekends,or between 6:00 AM and 9:00 AM, or 3:00 PM and 6:00 PM(Monday through Friday)without prior approval by ODOT. ® 17. Hours of work shall be Work affecting hwy is night work 8pm to 5am. DRAINAGE ❑ 18. On-site storm drainage shall be controlled within the permitted property. No blind connections to existing state facilities are allowed. ❑ 19. Excavation shall not be done on ditch slopes.Trench excavation shall either be at ditch bottom or outside ditch area. (Minimum depth at bottom of ditch shall be 36 inches; minimum depth outside of ditch shall be 42 inches). ❑ 20. Only earth or rock shall be used as fill material and shall slope so as not to change or adversely affect existing drainage. Fine grade and seed the finished fill with native grasses to prevent erosion. ❑ 21. A storm drainage study stamped by an Oregon Registered Professional Engineer(PE) is required.The study must meet standards of the National Pollution Discharge Elimination Systems(NPDES)when any of the following conditions apply: • Whenever a four inch pipe is inadequate to serve the developed area, • development site is one acre or larger in size and directly or indirectly affects state facilities, • or as directed by the District Manager or representative. ❑ 22. Permittee shall provide on-site retention for storm water runoff that exceeds that of the undeveloped site. ❑ 23. All water discharged to an ODOT drainage system must be treated prior to discharge.All requests for connection to an ODOT storm system must meet any requirements of the National Pollutant Discharge Elimination System (NPDES).This may include local jurisdiction approval of on-site water quality treatment facilities and/or development of an operation and maintenance plan for any on-site water quality treatment facility, as determined by local jurisdiction. EXCAVATION/CONSTRUCTION ® 24. The following ODOT documents and any supplements and subsequent revisions thereto,where applicable and not otherwise superseded by the permit language herein, but only to the extent that they provide standards and performance requirements for work to be performed under the permit, shall be incorporated for use in the permit: "Oregon Standard Specifications fol Construction(2008)'. ODOT shall have authority over acceptance of all materials and workmanship performed under this permit as stated in Section 00150.00 of the"Oregon Standard Specifications for Construction(2008)." For additional Supplemental and Special Provisions please refer to: http://www.oregon.gov/ODOT/HWY/SPECS/standard specifications.shtml Standard Specification books are available on this site. ❑ 25. Open cutting of pavement is allowed in areas specifically approved by District Manager or representative. ❑ 26. Trench backfill shall be according to the attached typical drawing, marked as Exhibit A. 734-3457(8/10) General Provisions Page 2 of 4 ❑ 27. Open cutting of the highway is allowed with construction in accordance with OAR 734-55-0100.All excavation in paved areas shall be backfilled and the roadway surface patched before the end of each shift. In special cases where steel plates are allowed, said plates shall be pinned and a temporary cold patch applied to the edges. The permittee shall be fully responsible for monitoring and maintenance of temporary patching and steel plating. ❑ 28. Compaction tests shall be required for each open cut per Oregon Standard Specification for Construction. Compaction tests shall be conducted once for every 300 lineal feet per lift of continuous trench according to the Manual of Field Test Procedures(MFTP), published by ODOT_ Percent Compaction shall be 95%.At the discretion of the District Manager or representative, results of compaction test shall be provided to District Manager or representative at applicants'expense. ❑ 29. Control Density Fill(CDF)shall be used as surface backfill material in place of crushed rock in open trenches that impact the travel portions of the highway.A 3/."-0, or V-0 rock will be used for the aggregate. The amount of cement used shall not exceed 3.0%of the total mixture's weight.Maximum compressed strengths must not exceed 250 pounds per square inch(psi). ❑ 30. Surface restoration shall be a minimum of eight inches of hot asphalt-concrete(AC), compacted in two inch lifts, or match existing pavement depth,whichever is greater. Sand-seal all edges and joints. ❑ 31. All aggregate shall conform to Oregon Standard Specification for Construction, Section 02630- Base Aggregate. ® 32. Any area of cut or damaged asphalt shall be restored in accordance with the included attachment"T-Cut Typical Section"drawing. For a period of two years following the patching of paved surface, permittee shall be responsible for the condition of permittee's pavement patches, and during that two year period shall repair to District Manager or representative satisfaction any of the patches which become settled,cracked, broken,or other-wise faulty. ❑ 33. An overlay to seal an open-cut area shall be completed prior to the end of the construction season, or when minimum temperature allows per"Oregon Standard Specification for Construction(2008)" and any subsequent revisions thereto.Typical overlay shall be 1.5 inches deep and cover the affected area from edge of pavement to edge of pavement, and taper longitudinally at a fifty feet to one inch(50' : V)ratio. Taper may be adjusted by the District Manager as required. For a period of two years following this patching of the surface, the permittee shall be responsible for the condition of said pavement patches, and during that time shall repair to the District Manager or representative's satisfaction any of the patches which become settled, cracked, broken or otherwise faulty. ❑ 34. Highway crossings shall be bored or jacked. Bore pits shall be located behind ditch line or in areas satisfactory to the District Manager or representative. Unattended pits shall either be protected by a six-foot fence, backfilled, or steel plated and pinned. ❑ 35. Permittee shall install a"tracer wire"or other similar conductive marking tape or device, if installing any non- conductive, unlocatable underground facility, in order to comply with Oregon Utilities Coordination Council (OUCC), per OAR 952-01-0070 (6). ❑ 36. Trench backfill outside of ditch line or in approved areas can be native soil compacted at optimum moisture in twelve inch layers to 90%or greater of the maximum density. ❑ 37. Native material that is found to be unsatisfactory for compaction shall be disposed of off the project and granular backfill used. ❑ 38. Trench backfill in rock slope or shoulder shall be crushed V-0 or'/.'-0 size rock compacted at optimum moisture in eight-inch layers. Compaction tests shall be conducted according to the Manual of Field Test Procedures (MFTP), published by ODOT. Percent compaction shall be 95%.At the discretion of the District Manager or representative, results of compaction tests shall be provided to District Manager or representative at applicant's expense. ❑ 39. Where excavation is on fill slope steeper than a two to one(2:1)ratio, slope protection shall be provided using four-inch size rock laid evenly to a minimum depth of twelve inches. ❑ 40. No more than 300 feet of trench longitudinally along the highway shall be left open at any one time and no trench shall be left in an open condition overnight. ❑ 41. Areas of disturbed cut and fill slopes shall be restored to a condition suitable to the District Manager or representative. Areas of erosion to be inlaid with an acceptable riprap material. 734-3457(8110) General Provisions Page 3 of 4 ❑ 42. All underground utilities shall be installed with three-foot or more of horizontal clearance from existing or contract plans guardrail posts and attachments. All non-metallic water; sanitary and storm sewer pipe shall have an electrically conductive insulated Number 12-gauge copper tracer wire the full length of the installed pipe using blue wire for water and green for storm and sanitary sewer piping. ® 43. Any area of cut or damaged concrete shall be restored in accordance with the attached Typical Section-Pipe Section under sidewalk. ❑ 44. Utility markers and pedestals shall be placed as near the highway right-of-way line as practical. In no case shall pedestals and line markers be located within the highway maintenance area. ❑ 45. No cable plowing is allowed within the lateral support of the highway asphalt(i.e. at six feet lower than the edge of the asphalt, no plowing within nine feet of the edge of the asphalt), ❑ 46. Review by ODOT Bridge Engineers is required for all proposed bridge and structure attachments and for utility or any facilities to be installed within sixteen feet of bridge foundations, supports,walls or related, or within the influence zone of bridge facilities. MISCELLANEOUS ® 47. Permittee shall be responsible and liable for(1) investigating presencelabsence of any legally protected or regulated environmental rescurce(s)in the action area; (2)determining any and all restrictions or requirements that relate to the proposed actions, and complying with such, including but not limited to those relating to hazardous material(s), water quality constraints, wetlands,archeological or historic resources(s) state and federal threatened or endangered species, etc., (3)complying with all federal, state, and local laws, and obtaining all required and necessary permits and approvals. 48. If the permittee impacts a legally protected/regulated resource, permittee shall be responsible for all costs associated with such impact, including,but not limited to all costs of mitigation and rehabilitation,and shall indemnify, and hold ODOT harmless for such impacts and be responsible and liable to ODOT for any associated costs or claims that ODOT may have. ® 49. Plans are approved by ODOT in general only and do not relieve the permittee from completing construction improvements in a manner satisfactory to ODOT.The District Manager or representative may require field changes.When revisions are made in the field, permittee is responsible to provide"as built"drawings,within 60 days from completion of highway improvements, and shall submit them to the District Office issuing the permit. ® 50. Permittee shall be responsible for locating and preserving all existing survey monumentation within the work area in accordance with ORS 209.150 and/or 209.155. If monumentation or its accessories are inadvertently or otherwise disturbed or destroyed, applicant shall be responsible for all costs and coordination associated with it's reestablishment by a professional licensed surveyor. By this signature applicant accepts all checked(®)provisions(4 pages). Applicant signature: Date: 734-3457(8/10) General Provisions Page 4 of 4 Electrical Permit Application gum Receivtd City of Tigard Dar�JB Pcnuit No.: 13125 SW Hall Blvd.,Tigard,OR 97223 Plan Review Phone: 503.718.2439 Fax: 503.598.19(10J : Other Permit' Inspection Line: 503.639.4175 Date ReadyiBy: furs: ® See Page 2 for Internet: www.tiWd-m.gov Notified/Method: Supplemental Information [ "Ott WORK P11 RV[FW r. ❑New construction M Addition/alteration/replacement la ' , � eP cement Please check all that apply(submit 2 sets of phare writems checked txbw); ❑Service or feeder 400 amps or more ❑Building over three stories. ❑Demolition ❑Other: where the available fault current ❑Marinas and boatyards. CATEGORY OF CONSTRUGTIO�1 exceeds 10,000 amps at 150 volts or ❑Floating buildings. less to ground,or exceeds 14,000 ❑Commercial-use agricultural ❑ i-and 2-family dwel ling ❑Commercial/industrial ❑Accessory building amps for a0 other installations. buildings. ❑Multi-family ❑Master builder ❑Other: ❑Fire pump. ❑Installation of 150 KVA or ❑Emergency system. larger separately derived system. JOB SITE'i NFORrtifAT10N`l�NiD LOCATION`. Addition of new motor load of ❑"A","E","1-�',"1-3", Job no.: Job site address: IOOHP or more. cccupancy. ❑Six or more residential units. ❑Recreational vehicle pants. City/State/ZIP: ❑Health-care facilities. ❑Supply voltage for more than ❑Hazardous locations. 600 volts nominal. Suitefbldg./apt.no.: Project name: 0 Service or feeder 600 amps or more. r ':FEE SCZ;IEDIL Cross street/directions to job site: o«a,w■ F«. Twa New residential single-or multi-family dwelling unit, Includes attached garage. Subdivision: Lot no.: 1,000 sq.ft.or less 168.54 4 Ea.add'i 500 sq.ft.or portion 33.92 1 Tax map/parcel no.: Limited energy,residential 75.00 2 AESCRIPFI(jrl�l Ol~ WOR!{ with about .R. Limited energy,multi-family 75.00 2 residential(with above .f RenewableEri 0,See Pa e2 Services or feeders installation alteration,and/or relocation $] PROFERTX OSP YER ❑ TENANT 200 amps or less 100.70 2 _. 201 amps to 400 amps 133.56 2 Name: 401 amps to 600 amps 200.34 2 Address: 601 amps to 1,000 amps 301.04 2 Over 1,000 amps or volts 552.26 2 City/State/Z]P: Temporary services or feeders installation,alteration,and/or Phone: relocation 200 amps or less 59.36 1 Owner installation:This installation is being made on property that I own which is not 'Ol amps to 400 amps ►25.08 2 intended for sale,lease,rent,or exchange,according to ORS 447,449,670,and 701. 401 amps to 599 amps 168.54 2 Owner signature: Date: Branch circuits—new,alteration or extension per panel A1?PLIGAFIT':, ❑.':CONTACT PEROPI A.Fee for branch circuits with above service or feeder fee, Business name: each branch circuit 7.42 2 B.Fee for branch circuits without Contact name: service or feeder fee,first 56.18 2 branch circuit Address: Each add'I branch circuit 7.42 2 Miscellaneous(service or feeder not included City/State/ZIP: Each manufactured or modular 67.84 2 Phone:( ) Fax::( } dwellimL service and/or feeder Reconnect only 67.84 2 E-mail: Pump or irrigation circle 67.84 2 ";COPfI R�iG[OK Sight or outline lighting 67.84 2 Business name: Signal circuit(s)or limited-energy See panel,alteration,or extension. Page 2 2 Address: Each additional inspection over allowable in anyof the above Additional inspection(I hr min) 66.25/hr City/State/ZIP: investigation(1 hr min) 66.25/hr Phone:( ) Fax:( ) Industrial plant(I hr min) 78.181 hr Inspections for which no fee is 90.00/hr CCB Lie.: Electrical Lie.: Suprv.Lie.: specifically listed(%hr min) "ELECTRICAL PERMIT FEES Suprv.Electrician Signature,required: Subtotal: Print name: Date: Plan review(25%of permit fee): State surcharge(12%of permit fee): Authorized signature: TOTAL PERMIT FEE: Priv[name: Date: This permit application expires if a permit is not obtained within 180 days after it tsar been accepted as complete. • Number of inspections allowed per permit t..Buildiig,•Permhs.ELC PaaWApp_ELR_ERE.doc Rev o5/2112013 440-4615-R I V1`COMMEB Electrical Permit Application—City of Tigard Page 2—Supplemental Information Limited Energy Permit Fees: Renewable Energy Permit Fees: , C%s Fee for all residential systems combined........ $75.00 tfen � Fee I Tatat Renewable electrical energy systems: Check Type of Work Involved: 5 kva or less 100.70 2 5.01 to 15 kva 133.56 2 ❑ Audio and Stereo Systems* 15.01 to 25 kva 200.34 2 ❑ Burglar Alarm Wind generation systems in excess of 25 kva: 25.01 to 50 kva 301,04 2 ❑ Garage Door Opener* 50.01 to 100 kva 552.26 2 >100 kva(foe in accordance with 552.26 2 ❑ Heating,Ventilation and Air Conditioning OAR 918-309-0040) System* Solar generation systems in excess of 25 kva: Each additional kva over 25 7.42 3 ❑ Vacuum Systems* >100kva-noadditional charge 0.0 3 Each additional inspection over allowable in anyof the above: F1Other: Each additional inspection is charged at an hots (1 hr min) 66.25/hr t Inspections for which no fee is 40,00/hr _ spCcificall listed i4 hr min COMM RI LA `„S?SAM, TLS . :. E_°..z.. .. r>;RHi __ Fee for each commercial system....................... $75.00 Subtotal: (SEE OAR 918-309-0000) Plan review,if required(25%ofpennit fee): State surcharge(12%of permit fee): Check Type of Work Involved: TOTAL PERMIT FEE: This permit application expires ifs permit is not obtained mitbin 180 ❑ Audio and Stereo Systems days after it has been accepted os complete. i Number of inspections allowed per pennit. ❑ Boiler Controls ❑ Clock Systems ❑ Data Telecommunication Installation ❑ Fire Alarm Installation ❑ HVAC ❑ Instrumentation ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control* ❑ Medical ❑ Nurse Calls ❑ Outdoor Landscape Lighting* ❑ Protective Signaling ❑ Other Total number of commercial systems: _ *No licenses are required. Licenses are required for all other installations l:bsildmgtPsrmitsit:[.0 1'umuAyy_E7.R_ERE.doc Rev05M'2013 ATTACHMENT M CITY OF TIGARD OREGON PREVAILING WAGE RATES TIGARD ENTRYWAY MONUMENTS May be downloaded from: h!W://www.oregQn.gov/boli/WHD/P%'�'R/Pages/January- 2015 Index.aspx TIGARD ENTRYWAY MONUMENTS City of Tigard Downtown Redevelopment SHEET INDEXr 5 y g 3; �' ` _ 7;7) . t., Sheet Number Sheet Title = _zc r j. - r sr Ll -00 INDEX SHEET � �. ' 13125 SW Hall Blvd. NORTH ENTRY SITE SV-1 NORTH ENTRY SURVEY � Tigard OR 97223 , ._ ,,;- ...�°,� • ..� ' s: Ph: 503-639-4171 SV-2 SOUTH ENTRY SURVEY _ Q v r ,rr • f ' - """` REVISIONS / RELEASES L1 .01 SITE CLEARING PLAN - NORTH N0. DATE DESCRIPTION L1 .02 SITE CLEARING PLAN - SOUTH rt L2.01 CONSTRUCTION PLAN NORTH . ,�.�- w ,y;•;u '' ,a ■■ -� r / '_' ' �y _ '.� 6; 1Jy p.` e � ✓ a_.q,,_, -._. , -'' ,:; ..C,nl ' " (� f r• •+ -a. .P L2.02 CONSTRUCTION PLAN - SOUTH r ' * f } ►i� per" ,,.' Ss� L3.01 LAYOUT PLAN - NORTH SOUTH ENTRY SITE ® ► ., Aw ' ` — -•.I , 4` L3.02 LAYOUT PLAN SOUTH . i , > �. HO L4.01 GRADING PLAN - NORTH -- r L4.02 GRADING PLAN - SOUTH + -. E : ` z STEVEN E. KOCH OREGON L5.01 IRRIGATION PLAN - NORTH SITE CONTEXT MAP ` 10/18/93 L5.02 IRRIGATION PLAN - SOUTH NTS 4P� ��� L6.01 PLANTING PLAN - NORTH Y L6.02 PLANTING PLAN - SOUTH •�• L7.01 PLANTING DETAILS KOCH LANDSCAPE ARCHITECTURE E c 1621 NORTHEAST SECOND AVENUE L7.02 IRRIGATION DETAILS PORTLAND , OREGON 97232 c U v p503.286.7175 (503.286.7979 L7.03 CONSTRUCTION DETAILS G J L7.04 CONSTRUCTION DETAILS TIGARD ENTRYWAY 3 MONUMENT 0 ° L7.05 CONSTRUCTION DETAILS ' 3 w L7.06 CONSTRUCTION DETAILS G U v L7.07 CONSTRUCTION DETAILS M S1 . 1 STRUCTURAL CALCULATIONS Z W S1 STRUCTURAL CALCULATIONS E2.0 LIGHTING PLAN NORTH ° a FOR CONSTRUCTION W E2. 1 LIGHTING SOUTH 0 G G PLAN SOU d zt Uj E3.0 ELECTRICAL DETAILS � � � ~ S c� DESIGNED BY: KLA ELECTRICAL ONE-LINE DRAWN BY: RK L E4.0 CHECKED BY: SK DIAGRAMS l APPROVED BY: - - - PROJECT - -PROJECT NO: 1302 i — DATE: 10-October-2014 p x INDEX SHEET J W :IL �- =uu ��O '��O �O - cy d I I I 4 o co�Q�� =fl°�� D a _ r = s _ - a _ - � d a �; Lr) 0 4 f Off' � 0 4 _ � M d a o o W F- c) 0 NGVD 29 oi 0_ THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I1-00 index sheet — kla TOPOGRAPHIC SURVEY LOCATED IN THE NE QUARTER OF SECTION City of Tigard TOWNSHIP 2 SOUTH,RANGE 1 WEST,WILLAMETTE MERIDIAN Downtown Redevelopment CITY OF TIGARD,WASHINGTON COUNTY,OREGON P FIELD SURVEYED:DECEMBER 31,2013 NOTES: 1.1 VERTICAL DATUM:CITY OF TIGARD BENCHMARK:3 INCH BRASS DISK AT THE NORTHWEST QUADRANT OF THE INTERSECTION OF SW MAIN STREET AND SW TIGARD STREET. BENCHMARK NO.157 ELEVATION=157.86' \ 2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM(OCRS),PORTLAND ZONE. 3.)THIS MAP DOES NOT REPRESENT ABOUNDARY SURVEY. 4.)UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS&REFERENCE MAPS MADE AVAILABLE 13125 SW Hall BIvd. \ BY THE VARIOUS UTILITY PROVIDERS.UNLESS INDICATED,DEPTHS OF UTILITY LINES ARE NOT AVAILABLE.ALL UTILITY 5S / LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. Tigard, OR 97223 / Ph- 503-639-4171 SS O G / r S 5$ REVISIONS / RELEASES `9g�1 __- GV / NO. DATE DESCRIPTION , `i. " PROJECT CONTROL: S�}eAC`F��NSTATION DESCRIPTION NORTHING EAS TING ELEVATION S5 / is / 4 1-1/8"BRASS CAP"KPFF CONTROL' 139493.24' 323480.22' 191.08' 5 1-1/8"BRASS CAP"KPFF CONTROL' 139492.87' 323695.72' 194.97' WV B 6 MAG NAIL W/WASHER"KPFF CONTROL" 139575.23' 323566.92' 197.37' IkI WV wr I s W #fi z5 ROCK / WITH PLAQUE 11 I 9 SB -N !! - f BENCH ICVN°� J LEGEND: STORM TABLE: SANITARY TABLE: / o ! - \C .. -. - ICYO j CONCRETESURFACE �`-� '5 / / - 'J8 / /��� 9 ASPHALT SURFACE O1 CATCH WIN ( ]. ) SANITARY MANHOLE O 41 / \p` CURB LINE RIM=196.59' BRIM=192.07' 1) = IE 12"OUT(SW)=194.79' IE8"IN(NE)=187.17' 15 - _ Q' --- ----- EDGE OF GRAVEL IE 8 OUT(SW)=187.07' _ ---------- � 3 / 195 r, GUARDRAIL O RIM=197 { 7 `P t - G7 ry S E ELECTRICAL LINE IE 12"OUT[NE)=194.72' C� SANITARY MANHOLE" 1B RIM=+/-199.7 m T; TRAFFIC SIGNAL LINE IE 8"OUT(SW),+/-191.4' ;p STORM LINE O RIM CATCH 196.515' ( )- s If 55 SANITARY SEWER LINE IE 12"IN(NE)-19.65- +LOCATION AND ELEVATIONS ARE JB IE 12"O T(N)=195' SHOWN PER RECORD DATA PROVIDED W WATERLINE IE12"OUT{NW)=194.45' Qti� �yN O �"�� IN o IDN N BY CITY OF TIGARD 56 RE4\N\NG \p S -- (a. J O �' O'� G GAS LINE O CATCH BASIN 040C1- - fG / lr'i T EDGE OnLAWN�nON LINE RIM 12'IN BNE)=194.49' �- JR 2 1J � � If 12'OUT(S)=194.39' v SIGN STORM r HCR HANDICAP RAMP O RIM=195-57' 000 1CV 0 IN -~ -04 '_ VSF VEGETATED STORMWATER FACIUN IE 12"IN{N)=191.37' 000 WO IN_� _ V54__. S89°54'11"E 21530' OT TRASH CAN IE 12 OUT(SW)=191.17' !C� E_ BASIS OF BEARINGS-PER OCRS(PORTLAND ZONE) is 03B ELECTRIC JUNCTION BOX STORM MANHOLE 3 4.._. 5' / �� lso_ E 0 ELECTRIC METER O RIM M B 93.0 FLOWLINE=192.43' 000 •• "O - 1 WV � LI LUMINAIRE C 12"OUTRBINLE FLOW0.63' KOCH LANDSCAPE ARCHITECTURE '"'.19p. / 1""' D GV GAS VALVE 1621 NORTHEAST SECOND AVENUE J �` / lY y - l _s° O O STORM MANHOLE Y 1 ps SANITARY MANHOLE WfTH STRUCTURE PORTLAND , O R E G O N 9 7 2 3 2 I E 12'"OUT(N1=188.77' 011 STORM MANHOLE WITH STRUCTURE CURB INLET FLOWLINE=192.17' p 5 0 3.2 8 6.7 17 5 (5 0 3.2 8 6.7 9 7 9 Q t w soM CATCH SANI ARY/STORM STRUCTURE# O STORM MANHOLE RIM=192.99' SB TRAFFIC SIGNAL BOX > 4- " � roti El I E 12"IN{N)=158.99' I' JB IE 12"IN(NE)=188.59' TRAFFIC CONTROL BUTTONSSIGNALARMS WITH IE 12'IN IS)=188.89' TIGARD ENTRYWAY X-WALK SIGNALS,BUTTONS&STREETLIGHT IE 12"OUT(SW)=188.49' YY„ WATER VALVE - MONUMENT >, 9O STORM MANHOLE 3 _ � !B "CrFIRE HYDRANT IE 12"3N{NE} 195.86'E 12"OUT(SW)=185.81' O � a RIM=189.71' W m WATER METER � I/ � o WR WATER RISER O L / OIN IRRIGATION CONTROL VALVE iD LSTORM MANHOLE O RIM=1$6.47 EOTN242 C -PERIMETER REPRESENTS DRIPUNE IE 12"OUT(SW)=182.42' NORTH ]8 CONIFEROUS TREE W/DBH it UNKNOWN MANHOLE RIM=196.17' -° -PERIMETER REPRESENTS DRIPUNE BRICK STRUCTURE WITH NO PIPES SHRUB .21 / / DIRT BOTTOM=188.87 4111 O • FOUND MONUMENT N / D f A#1 PROJECT CONTROL PONT 0 M H W / REGISTERED J CJ PROFESSIONAL J AND, SURVEYOR FOR CONSTRUCTION UJOB NO.313159 w JNE 30, 1997 Consulting Engineers OREGON . O TROY T. TETSUKA II m SW Fills!AV&i Q&&240q 1' 07 972(74 2841 Te[,50. 227-3251 * Fain 503--274-4681 0 EXPIRES 6/30/{ EuganeoEverettolrvineoLaceyoLongBeach oLosAngeles LLJ New Ycrk o Pasadena o Phoenix o Portland o St.Louis o Sacramento > San Diego o San Francisco oSeattle o Tacoma o Walnut Creek USURVEYED BY: MB/NL DATE: JANUARY 22,2014 DESIGNED BY: KLA Q Consulting Engineers TOPOG RAPH IC SU RVEY 111 SW Fr7h+Ava'1�SLv7e 240th Pa'l��Q?97�W DRAWN BY: SD CONTOUR INTERVAL 1 FOOT DRAWN BY: RK ° TIGARD GATEWAY - NORTH Tet5D3?27-3251 * Fax 503 274 4SB1 CHECKED BY: TT SHEET NO. CHECKED BY: SK L Eugeneo Everett oIMneoLaceyoLongBeach oLos Angeles KOCH LANDSCAPE ARCI-IITECTURE m New York oPasadena oPhoenix oPortLando&Louis o Sacramento PROJECT 313159 1 orc 1 APPROVED BY: - - - REV. DATE BY DESCRIPTION San Diego oSan Francisco,,Seattle oTacoma oWalnut Creek FILE: 13159-NORTH-SB.DWG CITY OF TIGARD/WASH INGTONCOU NTY/OREGON Y PROJECT NO: 1302 i DATE: 10-October-2014 z 0 a 0 0 NORTH ENTRY NORTH ENTRY SURVEY SURVEY o "- 0 15 30 60 120 FT 1 =301 SCALE 1 "=30' NOTE: DRAWING HAS BEEN REDUCED TO FIT 0 ON SHEET ORIGINAL DRAWING SCALE 1"=20' 0 Lv F-- 0 0 NGVD 29 J 0_ THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla-svr\kla\active\commercial clients\1302 tigard entryway\drawings\sv1-01- kla BENCHMARK SANITARY SEWER NOTES , CITY OF TIGARD - MAIN STREET THE ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF TIGARD1❑ CATCH BASIN 21 CATCH BASIN LOCATED IN THE NORTHEAST ONE-QUARTER OF SECTION 2 BENCHMARK NO. 157, BEING A BRASS DISK LOCATED AS THE NORTHWEST GRATE= 162.55' GRATE= 150.33' CORNER OF THE INTERSECTION OF SW TIGARD STREET AND SW MAIN STREET. IE 12" CONC(N)= 159.25' IE 10" PVC(E)=148.53' 1O SANITARY MANHOLE TOWNSHIP 2, SOUTH, RANGE 1, WEST OF THE W.M., IE 12" PVC(E)= 159.30' IE 12" CONC(N)= 148.33' RIM= 162.18' BENCHMARK ELEVATION - 157.86' IE 8" CONC(N)= 153.13' CITY OF TIGARD, WASHINGTON COUNTY, OREGON �2 STORM MANHOLE 22 CATCH BASIN- OIL TRAP (E; IE 8" PVC(E)= 153.30' JULY 27, 2010 * CONTOURS SHOWN AT A 1 FOOT INTERVAL RIM= 163.13' GRATE= 150.61' IE 8" PVC(W)= 153.28' IE 12" CONC(NE)= 158.73' BOTTOM= 153.18' IE 12" CONC(SE)= 158.87' 23 CATCH BASIN UTILITY NOTE BOTTOM= 158.79' GRATE= 150.51' O2 SANITARY MANHOLE IE 10" CONC(W)= 148.61' RIM= 162.19' �3 STORM MANHOLE IE 10" CONC(N)= 148.71' IE 8" CONC(NE)= 151.39' RIM= 158.20' IE 8" CONC(SE)= 152.99' Cit of Tigard THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM LOCATE PAINT IE 12" CONC(N)= 152.77' 24 AREA DRAIN- 1' SQUARE PL IE 8"CONC(SW)= 151.48' y STORM SEWER LINE MARKINGS TIED IN THE FIELD SURVEY AND AS-BUILT DRAWINGS PROVIDED BY IE 12" CONC(E)= 152.30' GRATE= 154,59' BOTTOM= 151.43' Downtown Redevelopment UNDERGROUND WATER LINE UTILITY COMPANIES. THIS SURVEY DOES NOT SHOW ANY PAINT MARKINGS AS-BUILT INFORMATION, IF PROVIDED, WAS USED TO IDENTIFY UNDERGROUND IE 12" CONC(W)= 152.42' UNABLE TO DIP PROVIDED AFTER THE FIELD SURVEY WAS COMPLETED. AS-BUILT DRAWING PIPE SIZE AND TYPE. IF NO LOCATE PAINT MARKINGS WERE PROVIDED, AS-BUILT BOTTOM= 152.40' O SANITARY MANHOLE SANITARY SEWER LINE INFORMATION THAT WAS NOT PROVIDED IS NOT REFLECTED ON THIS SURVEY. INFORMATION WAS USED TO HORIZONTALLY LOCATE THE UNDERGROUND UTILITIES, 25 STORM MANHOLE (ABANDONE RIM= 151.66' OVERHEAD WIRE ® CATCH BASIN RIM= 155.10' IE 8" CONC(NE)= 146.76' UNDERGROUND GAS LINE GRATE= 157.78' IE 12" CONC(NE)= NOT DIPP IE 8" CONC(SW)= 146.80' IE 12" CONC(S)= 154.08' IE 8" CONC(SE)= 151.90' IE 8" CONC(NW)= 146.96' CHAINLINK FENCE LINE IE 12" CONC(SW)= 151.80' BOTTOM= 146.76' UNDERGROUND POWER LINE THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES CATCH BASIN- OIL TRAP (SW) IE 8" CONC(NW)= NOT DIPPE SHOWN COMPRISE OF ALL SUCH UTILITIES IN THE AREA. THE UNDERGROUND GRATE= 155.20' BOTTOM= 151.80' 4 SANITARY MANHOLE UNDERGROUND TELEPHONE/FO LINE UTILITIES SHOWN MAY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS O SURVEY, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE © CATCH BASIN 26 STORM MANHOLE RIM= 151.24' MAJOR CONTOUR INFORMATION PROVIDED. MANHOLES OTHER THAN SANITARY AND STORM SEWER IE 8" MTL(NE)= 145.85' UTILITY LOCATIONS SHOULD BE VERIFIED BY OREGON UTILITIES GRATE= 151.94' RIM= 154.64' WERE IDENTIFIED BY MANHOLE LIDS AND MAY NOT BE LABELED CORRECTLY. IE 8" MTL(SW)= 145.96' NOTIFICATION CENTER IMMEDIATELY PRIOR TO ANY EXCAVATION. IE 12" CONC(W)= 8.19' ' IE 12" PVC(N)= = 152' BOTTOM= 145.92' MINOR CONTOUR IE 12" PVC(W)= 148.19' IE 12" CONC(NE)= 152.26' IE 12" PVC(E)= 147.99' IE 12" PVC(E)= 152.26' O SANITARY MANHOLE 13125 SW Hall Blvd. IE 6" PVC(N)= 148.74' IE 12" CONC(SW)= 151.59' RIM= 152.20' SANITARY SEWER MANHOLE IRRIGATION VALVE BOTTOM= 151.82' BOLTED AND SEALED SHUT - NO DIPS TAKEN Tigard, OR 97223 CLEANOUT SPRINKLER HEAD UTILITY LOCATES WERE REQUESTED MAY 13, 2010 UNDER THE FOLLOWING Ll AREA DRAIN- 6"DIA. TICKET NUMBERS: 10088052, 10088056, 10088066, 10088060, AND 10088062. GRATE= 152.05' 27 CATCH BASIN © SANITARY MANHOLERIM= 150.61' Ph: 503-639-4171 STORM SEWER MANHOLE IRRIGATION METER UNABLE TO DIP GRATE= 154.11' IE 24" CONC(NE)= 138.81' CATCH BASIN CABLE TELEVISION RISER FOLLOWING IS A LIST OF UTILITY PROVIDERS NOTIFIED: IE 12" PVC(SW)= 152.51' IE 10"CONC(E)= 145.21' ® CATCH BASIN IE 24" CONC(S)= 138.77' DITCH INLET POWER RISER AT&T CORP OREGON D.O.T. ELECTRIC GRATE= 151.36' 28 CATCH BASIN IE 8" MTL(SW)= 145.21' CURB INLET TELEPHONE RISER COMCAST PGE IE 12" CONC(E)= 149.86' GRATE= 155.25' REVISIONS / RELEASES VERIZON PORTLAND & WESTERN RR IE 12" CONC(W)= 139.53' ROOF DRAIN DOWN SPOUT GAS RISER MCI* QWEST IE 12" PVC(NW)= 152.45' BOTTOM= 138.81' ABOVENET COMMUNICATIONS CITY OF TIGARD UTILITIES* OUTFALL IE 12" PVC(E)= 152.45' NO. DATE DESCRIPTION WATER VALVE GAS VALVE NW NATURAL* TIME WARNER TELECOM IE 10"CPVC(S60W)= 146.83' O SANITARY MANHOLE FIRE HYDRANT GAS METER29 CATCH BASIN RIM= 150.90' OUTFALL GRATE= 156.73' WATER METER GAS STAND PIPE DENOTES ASBUILT MAPS RECEIVED IE 12"CONC(S60W)= 142.18' IE 8" CONC(N)= 154.13' IE 24" CONC(S)= 138.80' IE 24" CONC(NW)= 139.13' FIRE DEPT, CONNECTION UTILITY POLE 11 OUTFALL 30 CATCH BASIN BOTTOM= 139.04' WATER STAND PIPE GUY WIRE IE 12"CPVC(S45W)= 143.73' GRATE= 157.20' ® SANITARY MANHOLE WATER VAULT 12 OUTFALL IE 12" CONC(W)= 155.45' RIM= 151.24' SHRUB / BUSH IE 8"MTL(W) ABAND?= 143.11' AREA DRAIN- 4" DIA. BOLTED AND SEALED SHUT - NO DIPS TAKEN 31 UNKNOWN UTILITY MANHOLE OUTFALL GRATE= 157.51' O SANITARY MANHOLE 13 UNKNOWN STAND PIPE CONIFEROUS TREE IE 12"CONC(N50E) ABAND?= 140.08' UNABLE TO DIP RIM= 152.41' UNKNOWN UTILITY VAULT 32 CATCH BASIN IE 10" CONC(NE)= 144.21' 14 UNKNOWN UTILITY RISER DECIDUOUS TREE OUTFALL IE 10" CONC(SW)= 144.26' IE 12"CONC(N50E)= 141.72' GRATE= 158.56' IE 10" CONC(NW)= 144.31' IE 12" CONC(E)= 155.46' BOTTOM= 144.21' 15 OUTFALL IE 12" CONC(W)= 155.46' IE 12"CMP(N50E)= 143.43' IE 8" CONC(N)= 155.96' 10 SANITARY MANHOLE EXISTING CONCRETE SURFACE EXISTING GRAVEL SURFACE RIM= 151.70' 16 CATCH BASIN 33 CATCH BASIN IE 10" CONC(SE)= 145,45' GRATE= 151.00' GRATE= 157.83' IE 8" CONC(W)= 145.70' FOUND SURVEY MONUMENT IE 12" CONC(N)= 146.75' IE 8" PVC(S)= 156.63' IE 10" CONC(NW)= 145.60' EXISTING ASPHALT SURFACE SURVEY CONTROL POINT IE 12" CONC(W)= 146.65' 34 STORM MANHOLE BOTTOM= 145.50' BOLLARD 17 STORM MANHOLE RIM= 160.29' 11 SANITARY MANHOLE '" IE 12CONC(NE)= 156.79 RIM= 151.25' RIM= 154.65' IE 12" MTL(NE)= 147.25' IE 12" PVC(SE)= 156.79' IE 10" CONC(SE)= 143.73' IE 12" CMP(SE)= 147.15' IE 12" CONC(SW)= 156.69' IE 10" CONC(SW)= 143.87' IE 12" CMP(NW)= 147.30' BOTTOM= 156.74 BOTTOM= 143.87' BOTTOM= 147.25' 35 STORM MANHOLE 12 SANITARY MANHOLE RIM= 163.53' 18 CATCH BASIN RIM= 156.00' GRATE= 151.06' IE 12" CONC(NE)= 159.23' IE 6" CONC(NE)= 148.40' �(DIE 12" CMP(S)= 148.46' IE 12" CONC(SW)= 159.18' IE 12" CONC(NW)= 148.40' TAX LOT 1D00 / ° ° IE 8" CONC(NW)= 159.35' BOTTOM= 148.42' 2S 1 02AC ° 19 CATCH BASIN BOTTOM= 159.18' ••• /(O = 158,01' `a G o. GRATE= 150.58' 13 SANITARY MANHOLE ••• (ON slu) IE 12" CONC(S)= 148.63' RIM= 153.22' 6 J ° 0 j 20 STORM MANHOLE ••• IE 8" CONC(SE)= 147.54' 3 \ T / RIM= 151.18' IE 8" CONC(SW)= 147.40' / IE 12" CONC(NE)= 148.18' BOTTOM= 147.52' KOCH LANDSCAPE ARCHITECTURE v \ % �' 4 IE 12" CONC(SE)= 147.42' 1621 NORTHEAST SECOND AVENUE Y \ IE 12" CONC(SW)= 148.13' 14 SANITARY MANHOLE PORTLAND , OREGON 9 7 2 3 2 IE 12" CONC(NW)= 148.38' RIM= 158.38' p503.286.7175 (503.286.7979 4 GAS ° / BOTTOM= 148.18' IE 6" PVC(NE)= 150.33' / IE 8" CONC(W)= 150.18' CONTROL PT. 3 \ / BOTTOM= 150.24' N BRASS PLUG ELEV. = 163.94' TIGARD ENTRYWAY M � FF 3 i �� / / / (INSET MONUMENT FF = 152.98' T ` pYN ° �. <° / TAX LOT 1100 L IIIII �G 0 S zs 1 02Ac c \ QP � •p / . �FF= 152.91 W (INSET DOOR) rn H ° ice❑ N N P O (A ° ° � � ,2 NOTE : SOUTH SURVEY INFORMATION H_ a s ° / �F `� FOR CONSTRUCTION ,Z N PROVIDED AS COURTESY ONLY. 0 SPN1 CONTRACTOR RESPONSIBLE FOR U / 2❑ GPS Ld > ` OF SD SPN ° CONTROL PT.PLUG OBTAINING COMPLETE STAMPED AND DESIGNED BY: KLA ati ® ELEV.ELEV. = 157.22' DRAWN BY: RK i i = / 0 _ - CHECKED BY: SK � a � Zs;o2A01 SIGNED SURVEY FROM CITY OF - - - APPROVED BY: ° PROJECT NO: 1302 i ti • y • DATE: 10-October-2014 z o TIGARD . 0 0 ° � S � � ° O ° C ,f / • o SOUTH ENTRY Harper SURVEY SOUTH ENTRY SURVEY '1 Houf Peterson 0 15 30 60 12o FT 1 =30 Righellis Inc. SCALE 1 If E N G I N E E R S-P L A N N E R S NOTE: DRAWING HAS BEEN REDUCED TO FIT 00 LANDSCAPE ARCH ITECTS•SURVEYORS 205 SE Spokane Street, Suite 200, Portland,OR 97202 ON SHEET ORIGINAL D RAW I N G SCALE 1"=20' N7 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171 O W a 0 0 NGVD 29 oi 0_ THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla-svr\kla\active\commercial clients\1302 tigard entryway\drawings\sv1-01- kla SS \ 13 ss W/UD 1\ V _ - 200 - - - /* \ /HALL/BLVD,� ��m �� City of Tigard / 'N XT SIG NAL ' / Downtown Redevelopment eS 62 g12/ / / / /* / '�- rss] — - - - - -� /- - - - - -199 — ■�// / ` T$� // Iss�— 'S SS GV G rss�_ NOT IN CONTRACT — — --1— / / // / /�\ / �/ / / / /� = 13125 SW Hall Blvd. / rss] G fss O \// // / / / /\ / // /' / ,, / Tigard, OR 97223 / (ss / '�9 /' j l /2 / ' / \ Ph: 503-639-4171 4/0 41 G /I j�=\u// A � / 5 G MEDIAN / ,/ E�/ / > �I�� 2" REVISIONS / RELEASES / u \ G / �' �Qj�lss/�_ NO. DATE DESCRIPTION NOTRUCK TUR �� � ' y� I I/� , Iss, 2 o —198 - - - > I _ . _ _ I � EXISTING TREE TO BE REMOVED198200 , \ 5 I o / GRIND STUMP COMPLETELY 5 / \ 31 // _I 1 198 AND REMOVE WOOD CHIPS / // \� //yC�/ I '/ I II ESB 11 III SMALL TREES AND SHRUBS TO BE _ I 1 STORY REMOVED. COMPLETELY REMOVE 198 - - // / ' / / El SB / I it II I 111CV�i WOOD & GLASS STUMPS AND ROOT BALLS / / /� / / I 1 HO O D NOT DISTURB WATER / uI I I I BUILDING UNUSED EXISTING MANHOLE. / /� / / / // Z,g� / // / II 1 VA ES, METER OR RISERS ,�0�1 Ln I I I I REMOVE LID FILL TO,,�RIM� / / � / / / / � � � / / / I I — \ , �° STEVEN E. KOCH � WITH 3%" MINUS AGGRE(�� C i� /' / �i/ // / // ' FI E G19,>;NG FILL ONLY N WV OREGON VERIFY WITH CITY OF TIGARD , 1� iy�/ /' j� %/ '� // / /WR /// WI HIN �TRUCTION LEGEND ��� 10/18/93 P RTO FI LLI FE E uJ 4PE LU SMALL TREES AND SHRUBS TO REMAIN. „ , y „ / / ' G // / // ♦ + WORK LIMIT LINE AVOID ROOTS WERE POSSIBLE, HAND I i i // / ' T _ — — Ln CONSTRUCTION FENCING DIG LIGHTING AND IRRIGATION TRENCH #65 / LL ��� NEAR SHRUBS. ROCK � �/ / / // / I I , Z 48 HEIGHT, ORANGE VINYL CONSTRUCTION FENCING ••• 2„ WI'rH / D / / �' / / I WITH 6 STEEL POSTS SET 2 DEEP 8 O.C. ••• PILAQUE Y , KOCH LANDSCAPE ARCHITECTURE CONSTRUCTION YARD AGGREGATE 1621 NORTHEAST SECOND AVENUE �� ° 1G' �/ / ' // ' / // / / / \ ` REMOVE FULL DEPTH, SCARIFY SUBGRADE PORTLAND , OREGON 97232 Ld SB _ 5 BENC / �/ p503.286.7175 (503.286.7979 1 � � 5 ° E I§T]N-GTREES ' BENCH _ FINE GRADING FILL ONLY TIGARD ENTRYWAY "REMAIN. DO OT'O ' / // // TI R1 6'R€ OOTs / / ' / MONUMENT �G I 19 „ 19 / / / �/ / / WITHIN TREE PROTECTION FENCE /� WITH N FENCE 17 EXISTING IRRIGATION VALVES, RELOCATE AS NEEDED, DO NOT EXISTING SOIL INTERRUPT IRRIGATION TO PORTIONS OF PARK OUTSIDE WORK LIMIT LINE i / /' / CLEAR AND GRUB FULL DEPTH \ / — _ �— EXISTING LIGHT POLES AND GENERAL NOTES W ���`r Sy / — — — — / // JUNCTION BOXES TO REMAIN TYP. 1 — / �� / EXI ING TREE TO BE REMOVED, 1. PROTECT AND MAINTAIN ALL ITEMS OUTSIDE OF WORK LIMIT LINE FOR CONSTRUCTION a % ' _ _ _ _ — — — — — — — — — — \\ J // AND ALL OBJECTS NOT NOTED FOR DEMOLITION. NOTIFY IND STUMP COMPLETELY LANDSCAPE ARCHITECT WITH ANY DISCREPANCIES OR FOUND AND REMOVE WOOD CHIPS OBJECTS NOT NOTED ON SURVEY OR PLANS HEREIN PRIOR TO DEMOLITION. i 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING IRRIGATION J B E ��E o311 0) WATER TO REST OF SITE. NOTIFY OWNER AND LANDSCAPE DESIGNED BY: KLA ARCHITECT IF IRRIGATION WILL BE DISRUPTED FOR MORE THEN DRAWN BY. RK ICV 0 �� k � // ��CALL BEFORE YOU DIG” ONE DAY. CHECKED BY: SK E _ APPROVED BY: -� / 3. PROTECT AND MAINTAIN ALL EXISTING UTILITIES IN PLACE UNLESS - - - 3o - - - _ E �� F 3�° 0 � Oregon Unlit Notification Center (OUNC) s NOTED OTHERWISE. PROJECT NO: 1302 v5 O 4. OWNER TO PROVIDE EXISTING CONDITIONS PLAN TO GENERAL DATE: 10-October-2014 / �'� \ E '3i�/ _ _ _ // 'y CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. �S E 0 Cal I . 1 -800-332-2344 (or 811 ) ��� 5. 'CALL BEFORE YOU DIG' CONTRACTOR RESPONSIBLE FOR �B� 1E / LOCATING AND PRESERVING ALL UNDERGROUND UTILITIES. ,f SITE NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN CLEARING UTILITIES AND PROPOSED DESIGN. PLAN - NORTH a 0 NORTH ENTRY SITE CLEARING 0 1 1if _ 10PLAN 0 0 5 10 20 40 FT w SCALE 1 "=10' NGVD 29 oil THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I1 — demo — kla / \ V\ �\2 City of Tigard Downtown Redevelopment Illy 0001, P 13125 SW Hall Blvd. Tigard, OR 97223 I \ PROPERTY LINE DO NOT CROSS Ph: 503-639-4171 IN / \% �s� REVISIONS / RELEASES EXISTING HEDGE N0. DATE DESCRIPTION TO REMAIN SIGNAL POLE UNCTION ° � \� \ I I OCATE AND PROTECT EXISTING B TO REMA*A- \ IRRIGATION VALVES AND MAIN LINE, DO NOT INTERRUPT IRRIGATION TO PORTIONS OF SITE OUTSIDE WORK LIMIT LEGEND LINE S / WORK LIMIT LINE HO - 157 CONSTRUCTION FENCING 48" HEIGHT, ORANGE VINYL CONSTRUCTION FENCING STEVEN E. KOCH GUARD RAIL TO REMAIN WITH 6' STEEL POSTS SET 2' DEEP 8' O.C. OREGON 10/18/93 — - ' / n CONSTRUCTION YARD AGGREGATE LIGHT POLE TO BE REMOVED 7PREMOVE FULL DEPTH, SCARIFY SUBGRADE •�• 1 ��' /�O FINE GRADING FILL ONLY ••• / WITHIN TREE PROTECTION FENCE ••• Y I _ `�► �� / / / KOCH LANDSCAPE ARCHITECTURE EXISTING LIGHT P01f1ES / / 1621 NORTHEAST SECOND AVENUE 0 / p0o` I \ _ \ — \ %�T JUNCTION BOXE� TO RF�IAINTY / /' / / PORTLAND , OREGON 97232 / pO�°O' / / / / / EXISTING SOIL 503.286.7175 f503.286.7979 o / / / J / // / CLEAR AND GRUB FULL DEPTH p -7= TIGARD ENTRYWAY "60' GENERAL NOTES /' 8` \ / / / / // 1. PROTECT AND MAINTAIN ALL ITEMS OUTSIDE OF WORK LIMIT LINE T MONUMENT �,, ��� AND ALL OBJECTS NOT NOTED FOR DEMOLITION. NOTIFY w LANDSCAPE ARCHITECT WITH ANY DISCREPANCIES OR FOUND / O • OBJECTS NOT NOTED ON SURVEYOR PLANS HEREIN PRIOR TO DEMOLITION. 2. CONTRACTOR RESPONSIBLE FOR MAINTAINING IRRIGATION 0 WATER TO REST OF SITE. NOTIFY OWNER AND LANDSCAPE ARCHITECT IF IRRIGATION WILL BE DISRUPTED FOR MORE THEN z / / o / ONE DAY. w / ' 3. PROTECT AND MAINTAIN ALL EXISTING UTILITIES IN PLACE UNLESS /' /' NOTED OTHERWISE. FOR CONSTRUCTION a U / / X / 4. OWNER TO PROVIDE EXISTING CONDITIONS PLAN TO GENERAL CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 5. 'CALL BEFORE YOU DIG' CONTRACTOR RESPONSIBLE FOR > GP� LOCATING AND PRESERVING ALL UNDERGROUND UTILITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN UTILITIES AND PROPOSED DESIGN. DESIGNED BY: KLA o / / DRAWN BY: RK / / k CONTROL PCHECKED BY: SK - i RRASS PLS Ir APPROVED BY: - - "CALL BEFORE YOU DIG" PROJECT NO: 1302 i DATE: 10-October-2014 SOUTH ENTRY SITE CLEARING Orea on UtilityNotification Center (OUNC) �� _ PLAN `' 1 - 10 w Call : 1 -800-332-2344 or 811 ,f SITE J CLEARING PLAN - SOUTH a 0 ai 0 N N2 0 0 5 10 20 40 FT w SCALE 1 "=10' NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I1 — demo — kla 5WV \ CONSTRUCTION PLAN LEGEND / SS SS 13 S O s City of Tigard ^XSECTION NUMBER SS W/U D\\ Downtown Redevelopment � ,G� LXXX SHEET NUMBER / SS / \ ELEVATION NUMBER LX.XXX SHEET NUMBER OSS / JJVv G m V 1 DETAIL NUMBER c P 13125 SW Hall Blvd. NAME L �Xx SHEET NUMBER �`` G 1 I D \l \ Tigard, OR 97223 55 c L G � \ / 1 Ph: 503-639-4171 / VV G A SS - [ss] lssJ G / REVISIONS / RELEASES G ISS] / S T NO. DATE DESCRIPTION Sy GV [ssJ- NOT IN CONTRACT / [ssJ- 4 ' IO SS S / IssJ sJ t � i G E • , IC SS / O [ssJ G / ISS] ISS] G / _ - - _ 3t0 I _ \\ / / ■ SB I �° STEVEN E. KOCH • V I OREGON 1 S13 I ICV 10/18/93 Sy G L7.03 �I CClip I O 1 2 SIGN WALL UP LIGHTS SEE SCULPTURE BASE _ L7.04 SEE ELECTRICAL 4/E3.0 x WV I `C Y DRAWINGS SHEET S1 / ° 55 G o WR WV / — 3 KOCH LANDSCAPE ARCHITECTURE 55 ♦ ` L7.07 vO� 1621 NORTHEAST SECOND AVENUE RE-MULCH ALL AREAS 1 �� ♦ 2 STONE VENEER I S� PORTLAND , OREGON 97232 0 DISTURBED BY L7.05 �� L707 COLUMN TYP. 7 p503.286.7175 f503.286.7979 U o N TRENCHING S G o I I 5 WIDE DRAIN TILE DAYLIGHT 4 3 Q PERMANENT SLOPE EASEMENT TIGARD ENTRYWAY LOCATION TYP. L7.06 G L7.06 EXISTING SIDEWALK SB I I DOC. NO. 2010-010515 I MONUMENT �� ` O 7 / �� TO REMAIN T � I SB LIGHT FIXTURE 1 BAS YP. � L7.07Uj ` • I �� �\ ♦ � �� / Sy G CLEAN OUT E / O L7.04 0 ` 1 NORTH ENTRY /\ � GA,� / SS G BATTER ON 2 SIDES L3.01 LAYOUT / \ W o \N� THESE COLUMN ONLY JB \ P�' / / 1 SIDEWALK U G SS / 21 ' a 4 / L7.06 FOR CONSTRUCTION 0 / PAVING TYP. / G L7.07 O / PLANTING BED EDGE 2 \ W 2 o / y5 L7.06 / L7.03 / \ U / > / / S / DESIGNED BY: KLA < G / / \ \ DRAWN BY: RK �6 / CHECKED BY: SK APPROVED BY: - - - PROJECT - - PROJECT NO: 1302 ' \ DATE: 10-October-2014 z 0 J[� 0 G U E / U of a CONSTRUCTION J PLAN - NORTH U_ Q NORTH ENTRY CONSTRUCTION PLAN 1 °' 1 "=10' 0 N 0 0 5 10 20 40 FT w SCALE 1 "=10' NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I2 — construction — kla CONSTRUCTION PLAN LEGEND FF = 158. 01 / ON SILL P� / G� PG / 0 12�J City of Tigard X SECTION NUMBER Downtown Redevelopment / LXXX SHEET NUMBER x ELEVATION NUMBER / G Lx.XXX SHEET NUMBER / G DETAIL NUMBER �� 13125 SW Hall Blvd. DETAIL X NAME SHEET NUMBER �� _ _ _ '' GAS Tigard, OR 97223 Lx.xx 2 G Ph: 503-639-4171 REVISIONS / RELEASES NO. DATE DESCRIPTION QP \\ 4 DRAIN TILE DAYLIGH L7.06 LOCATION TYP. \\ / L7.05 ` \ � 2STONE VENEER \\ ~4 DR IN TILE DA T _ XSTEJ?4�' \ /i ♦ L7.07 QLUMN TYP. ` L7.06 CATION TY - 310 SCULPTURE UP LIGHTS \ \ / SEE ELECTRICAL 3/E3.0 / SCULPTURE BASE SEE STEVEN E. KOCH DETAIL SHEET S1 OREGON L7.07 / I (Pi/ Lam' 01* �l 2 i J L7.04 // / ••• Y 3 ♦ �/ L7.04 40000 / I SIDWALK BY OTHERS 0 000, S R � \ 3 � � — � ' / / /�O/ KOCH LANDSCAPE ARCHITECTURE SIGN WALL UP LIGHTS \L7.07 ,� / I 1621 NORTHEAST SECOND AVENUE V) SEE ELECTRICAL 4/E3 / PORTLAND , OREGON 97232 \ / �i�/ 1 SIDEWALK / / p503.286.7175 f503.286.7979 i / I L7.06 PAVING TYP. i0000 C °o 1 SOUTH ENTRY TIGARD ENTRYWAY LAYOUT G MONUMENT SD / / 1 LIGHT FIXTURE O BASE TYP. Ld MAIN STREET N r ro ��/ � / i w // FOR CONSTRUCTION Q / G LdU O / OLd / / DESIGNED BY: KLA i DRAWN BY: RK / GP CHECKED BY: SK APPROVED BY: - 0 PROJECT NO: 1302 Y DATE: 10-October-2014 Z 0 a U O q W . e J L_ E 9 Q SOUTH ENTRY CONSTRUCTION PLAN 0 1 1 "=10' N 0 0 5 10 20 40 FT w SCALE 1 "=10' NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I2 — construction — kla SYMBOLS AND ABBREVIATIONS 41 �) b SS P.O.B. POINT OF BEGINNING O CL CENTERLINE Sy R RADIUS / City of Tigard , Downtown Redevelopment RADIUS CENTER POINT 51 COORDINATE CENTER POINT yS / a 4'-2" 96 g o OC 4:2„0 LAYOUT NOTES / N C WR WV 1. WORK LIMIT LINE NOT SHOWN FOR CLARITY- REFER TO SITE SS X2,,0 13125 SW Hall Blvd. CLEARING PLAN SHEET 1-1.01 FOR PROJECT WORK LIMITS. / C wlvvz Tigard, OR 97223 2. COORDINATES FOR P.O.B. ARE BASED UPON CITY OF TIGARD � Ph: 503-639-4171 S5 BENCHMARK NO. 157, BEING A BRASS DISK LOCATED AT THE ` , NORTHWEST CORNER OF THE INTERSECTION OF SW TIGARD / STREET AND SW MAIN STREET. EASTING AND NORTHING 51 WV REVISIONS / RELEASES COORDINATES PROVIDED FOR WALL CENTER POINT ONLY. 2 26.230 NO. DATE DESCRIPTION 3. SEE L7.05 FOR WALL LENGTHS AND HEIGHTS 5y `' 22.560 ,1 N L 2 SS G NORTHING AND EASTING N 323527.48 7.87° T COORDINATES BASED ON E 140351.49 0 / BENCHMARK NO. 157,BEING 120.00 T y� A BRASS DISK LOCATED AT TYP. @ XS 1 N' 5S THE NORTHWEST CORNER �� OF THE INTERSECTION OF R21-311 SW TIGARD STREET AND SW 310 / Z MAIN STREET. 41 STEVEN E. KOCH R14'°" OREGON C- 16.30 ° 10/18/93 C� E 67 A° LA KOCH LANDSCAPE ARCHITECTURE 1621 NORTHEAST SECOND AVENUE o PORTLAND , OREGON 97232 J \ C 4 0 � p503.286.7175 f503.286.7979 I ° ., o J ` 1GJ 62 O TIGARD ENTRYWAY `� z ° ° MONUMENT T O 1 ° ° F L ° w a p� J B L ° ,U F H +04 I ° O I ° ° ° I °° °° w ® Cb U ° ° FOR CONSTRUCTION Of Ld0 O > sem' I DESIGNED BY: KLA o / DRAWN BY: RK CHECKED BY: SK \ / APPROVED BY: - - - PROJECT - -PROJECT NO: 1302 DATE: 10-October-2014 Z � 0 a U NORTH ENTRY LAYOUT Ul LAYOUT PLAN - NORTH 1/4 = 1 ' PLAN 0 N 12 0 0 2 4 8 16 FT Cj) w SCALE 1 /4 = 1 ' - 0" NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\13 — layout — kla SYMBOLS AND ABBREVIATIONS / \\ P.O.B. POINT OF BEGINNING CENTERLINE R RADIUS � ' \ City of Tigard / Downtown Redevelopment RADIUS CENTER POINT z COORDINATE CENTER POINT 99.720 / \ LAYOUT NOTES ' / \ 1. WORK LIMIT LINE NOT SHOWN FOR CLARITY- REFER TO SITE �' / \\ 13125 SW Hall Blvd. CLEARING PLAN SHEET L1.02 FOR PROJECT WORK LIMITS. ' / \ � \ Tigard, OR 97223 2. COORDINATES FOR P.O.B. ARE BASED UPON CONTROL POINT 7, / 17 98° N 7808031.94 NORTHING AND EASTING \ Ph: 503-639-4171 LOCATED IN HARPER HAOUF PETERSON RIGHELLIS INC. SURVEY E 91417148.40 COORDINATES BASED UPON — CONTROL POINT 7,BRASS \ 'CITY OF TIGARD MAIN ST.' JULY 27, 2010. EASTING AND NORTHING / PLUG LOCATE IN HARPER / \ COORDINATES PROVIDED FOR WALL CENTER POINT ONLY. / / RIGHELL 2IS INC.SURVEY \ °L \ REVISIONS / RELEASES 3. SEE L7.05 FOR WALL LENGTHS AND HEIGHTS. l TYP / 'CITY OF TIGARD MAIN ST.' \\ `L NO. DATE DESCRIPTION / JULY 27,2010 � 102.020 I / 120.000 TYP. I / R2,_3„O a 1.420 NT moo-, N . 2 �, °a 2.910 310 i - I i9 O n 48.820 q �- 4L • ° STEVEN E. KOCH 11 4OREGON O3.00o 10/18/93 \ oK a C \ Oc) a / P \ J 2' 1.42° \ T / o LA D \ ° oN \ 7 73 , KOCH LANDSCAPE ARCHITECTURE i 1621 NORTHEAST SECOND AVENUE o \�� 7.870 31.140 1 / /� PORTLAND , OREGON 97232 J / �� p503.286.7175 f503.286.7979 I � � TIGARD ENTRYWAY - MONUMENT % W v L N H Z W U FOR CONSTRUCTION Of SOUTH ENTRY LAYOUT Ld 0 1/4 = 1 ' PLAN U W DESIGNED BY: KLA o DRAWN BY: RK CHECKED BY: SK L APPROVED BY: - - - PROJECT - - PROJECT NO: 1302 Y DATE: 10-October-2014 Z 0 a U of a LAYOUT PLAN W - SOUTH U- Q 0 N 12 0 0 2 4 8 16 FT w L3002 SCALE 1 /4 = 1 ' - 0" 0 NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I3 — layout southentry — kla 13 LEGEND SYMBOLS & ABBREVIATIONS GENERAL NOTES M M M LIMIT OF GRADING FG FINISH GRADE 1. ALL GRADES SHOWN REFER TO GRADES OF FINISHES UNLESS \ / W/U D � EXISTING CONTOUR NOTED OTHERWISE. FS FINISH SURFACE 2. VERIFY EXACT LOCATIONS OF DRAIN PIPES AND SLEEVING Iso PROPOSED CONTOUR HP HIGH POINT PRIOR TO PLACING SLEEVES. TIE-IN POINT EXISTING/PROPOSED CONTOUR 3. SEE CONSTRUCTION PLAN FOR DRAIN TILE DAYLIGHT LOCATION. \� // / �\1\ City of Tigard LP LOW POINT 4. ALL FINISH GRADES OF PLANTING AREAS SHOWN REFER TO �s / / / Downtown Redevelopment CONTINUOUS BREAK IN GRADE MATCH MATCH ADJACENT FINISH SURFACE FINISH GRADE OF SOIL AFTER COMPACTION AND SETTLING. PERFORATED PIPE DRAINLINE � \ RIM FS AT TOP OF DRAIN SLEEVE, UNDER ALL PAVING \ / TW TOP OF WALL411 5% PERCENTAGE AND DIRECTION OF SLOPE TW 147.00 PROPOSED SPOT ELEVATION TL TOP OF COLUMN // TS TOP OF SEAT V / / // 13125 SW Hall Blvd. <TW 147.00> EXISTING SPOT ELEVATION ,1A1 - - / 1 / 2 Tigard, OR 97223 AS NOTED ON SURVEY � Jv -TW 147.00~ EXISTING SPOT ELEVATION \ ' _ _ _ t � / \ INTERPOLATED FROM SURVEY - - - - - - - - - - - - ��� Ph: 503-639-4171 / T DRAINLINE CLEAN OUT �s S �S ° " \ I / / REVISIONS / RELEASES co NOT IN CONTRACT jS GV • ,\ � N0. DATE DESCRIPTION S 9 t5 5 a N E ` •�• �� 211 I211 - - - �S ,/ 111 I N ♦ \ _ISD, - __��50, _ � 310 200 [SDI 3 if 1 // o I 11 198 II - ��--r5_� _ STEVEN E. KOCH , SB , , - - - ° OREGON Q 10/18/93 jL\��" 198 SB I it iI� 11 11I II � "VS IS � I I C I ,°yam' / \ // 1 I - - Y I I II I II KOCH LANDSCAPE ARCHITECTURE z /G TW 202.00 i I "19 1621 NORTHEAST SECOND AVENUE a / �s FG 198.08, /�� I `�� PORTLAND , OREGON 97232 TW 201.00 / � �� �\ r�j� p503.286.7175 (503.286.7979 FG 198.08 FG 98.00 9� 1 `� S,� FG 198.08 - ,�` I o I Q 0� TIGARD ENTRYWAY 3 / 0♦ TL 202.33 \ N OQ jS - �i S� MONUMENT � � TL 202.33 < _ TL 201.33 ' // • Ln �I T // ' ^ DL a / I I O FS 204.00 H w TW 199.00 a' FG 203.17 5' W I D E T FG 196.46 I � ' /TL1 9.33 HP TW 201.00 I , PERMANENT SLOPE EASEMENT ' Q 204.00 FG 198.08 II / I M I - , I s DOC. NO. 2010-010515 z 1 / ,/ 202 • 1g Tw 201.00 I , \ / - J ^\ TL 201.33/ FG_196_51- - - - � 201 - � TW 198.00 / a / TW 199.00 ` TW 200.00 FG 196.51 / 96. FG 196.51 FOR CONSTRUCTION C) FG 197.00 \ TW 198.00 \ � _ / TW 201.00 `� \\ 000 ♦` �9 FG 1 .00 M FG 197.00 MATCH / O TW 201.00 ' _ TL 198.3 + -FS 195.68- > �� FG 197.00 17 `� TL 202.33 196 // TW 198.00 / / DESIGNED BY: KLA v TW 200.00 FG 195_58 DRAWN BY: RK / ` CHECKED BY: SK j O FG 196.51 - / �o / 21" // / / \ APPROVED BY: - - - I FG 195.34 / o / // \ / PROJECT NO: 1302 Y DL Z //TL 198.33 DATE: 10-October-2014 TW 198.00 / FS 194.87 / ATCH o I MFS 194.68- / `� to ,f GRADING PLAN - w I _ _ _ _ - 195 / / d� NORTH m 0 NORTH ENTRY GARDING PLAN 1 N 0 1 "=1 0' 0 5 10 20 40 FT w SCALE 1 "=10' • NGVD 29 oil THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla-svr\kla\active\commercial clients\1302 tigard entryway\drawings\I4 - grading - kla LEGEND ' I hn 2S 1 02AC M = M M LIMIT OF GRADING / 180 FF = 158. 01 ' - EXISTING CONTOUR / ON SILL 180 PROPOSED CONTOUR r P� 0 TIE-IN POINT EXISTING/PROPOSED CONTOUR / G� - - - CONTINUOUS BREAK IN GRADE ��/ � \ �� '\2 City of Tigard - - PERFORATED PIPE DRAINLINE �� / ////// / Downtown Redevelopment SLEEVE, UNDER ALL PAVING 5_ PERCENTAGE AND DIRECTION OF SLOPE TW 147.00 PROPOSED SPOT ELEVATION <TW 147.00> EXISTING SPOT ELEVATION AS NOTED ON SURVEY -TW 147.00- EXISTING SPOT ELEVATION ") / / //// I� 13125 SW Hall Blvd. INTERPOLATED FROM SURVEY / / / / / , I Tigard, OR 97223 Ph: 503-639-4171 coo DRAINLINE CLEAN OUT ,� REVISIONS / RELEASES NO. DATE DESCRIPTION SYMBOLS & ABBREVIATIONS FG FINISH GRADE FS FINISH SURFACE HP HIGH POINT /'' I I I I \ \ / TW 165.00 LP LOW POINT FFG 162.76 0L MATCH MATCH ADJACENT FINISH SURFACE �' / 'A I \ \ O ��XsTEJ?44�j / / ,/ \ \ \� � RIM FS AT TOP OF DRAIN �' TL 165.33 310 ,(/ \ / TW 165.00 TW TOP OF WALL / FG 163.25 \ TL TOP OF COLUMN TW 167.00 -76,' , / �/ \ � ��o D- TL 162.33 � STEVEN E. KOCH � //FG 163.17 \ / \ OREGON TS TOP OF SEAT i // �S� � TL 167.33 � 33��a m �' // � \I _ 57 �� 10/18/93 v� /� • I TS 161.00TW /0 0 4P�/�/ / ILP I HP FS 160. , SP Com" � MATCH GENE RAL NOTES �,�63 1,7 /5 • I • / 169.00 TL 164.33 ~158.55- \I FS 169.00 I 1. ALL GRADES SHOWN REFER TO GRADES OF FINISHES UNLESS / / ITW 167.00 / •<G 168.08 J sP Fo ••• 3 NOTED OTHERWISE. FG 163.00 • i I ••• Q 2. VERIFY EXACT LOCATIONS OF DRAIN PIPES AND SLEEVING I / X63 • �` TL 167.33 MATCH \ i ••• Y PRIOR TO PLACING SLEEVES. I -159.94- TW 164.00 � SP I 3. SEE CONSTRUCTION PLAN FOR DRAIN TILE DAYLIGHT LOCATION. - -� FG 160.10 I / / F° KOCH LANDSCAPE ARCHITECTURE Z \Tw1s7.00 1621 NORTHEAST SECOND AVENUE 0 4. ALL FINISH GRADES OF PLANTING AREAS SHOWN REFER TO \FG 162.49 TW 164.00 PORTLAND , OREGON 9 7 2 3 2 FINISH GRADE OF SOIL AFTER COMPACTION AND SETTLING. ` FG 160.69 // J / / SPS p503.286.7175 f503.286.7979 C� \ TW 165.00 / / TW 165.00 FG 160.69 I / / / \ \ FG 162.15 / o' 'I ,' TIGARD ENTRYWAY 0- - - - - - �- - / MONUMENT '160' w MAIN ST R E 7 N / / P� \ w \ /' FOR CONSTRUCTION sP� w of / % / SPS > / / F- / / Q / of / DESIGNED BY: KLA DRAWN BY: RK CHECKED BY: SK APPROVED BY: - - - PROJECT - -PROJECT NO: 1302 o CONTROL PT. 7 DATE: 10-October-2014 z / F / , / BRASS PLUG o ELEV. 157.20' GRADIN PLAN - J SOUTH Q SOUTH ENTRY GARDING PLAN N LO 0 1 "=10' N - 0 5 10 20 40 FT w SCALE 1 "=10' NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla-svr\kla\active\commercial clients\1302 tigard entryway\drawings\I4 - grading - kla Ss LEGEND IRRIGATION NOTES 1. INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL CODES&ORDINANCES. / �G� WV c , CONTRACTOR SHALL DESIGN AND BUILD THE IRRIGATION SYSTEM ACCORDING TO IRRIGATION EQUIPMENT STANDARD CONSTRUCTION PRACTICES AND THESE DRAWINGS AND SPECIFICATIONS. / Ss 2. CONTRACTOR SHALL GUARANTEE MATERIALS AND WORKMANSHIP FOR ONE YEAR SYMBOL DESCRIPTION DETAIL BEYOND THE DATE OF FINAL ACCEPTANCE OF IRRIGATION SYSTEM. 3. COORDINATE IRRIGATION POINTS OF CONNECTION AND LOCATION OF AUTOMATIC POINT OF CONNECTION CONTROLLER(S)WITH OTHER TRADES INVOLVED. GATE VALE AS SPECIFIED 4. SYSTEM IS DESIGNED TO RUN AT 60 PSI STATIC PRESSURE WITH 20 GPM AT POINT OF e 4/7.02 CONNECTION.CONTRACTOR SHALL VERIFY GPM/PSI AT POINT OF CONNECTION PRIOR SS TO COMMENCING WORK.NOTIFY LANDSCAPE ARCHITECT IF ACTUAL FIELD DATAi HUNTER HQ-33DLRC QUICK COUPLER WITH LOCKING / 13 CAP 5/7.02 DIFFERS FROM THIS INFORMATION. Ss 5. IRRIGATION PLAN DRAWINGS SHOW DIAGRAMMATIC IRRIGATION LAYOUT.CONTRACTOR HUNTER ICV-(SIZE AS NEEDED)-AS-ADJ SERIES VALVE 1/7.02 IS RESPONSIBLE FOR DESIGN-BUILD OF A COMPLETE AND WORKING SYSTEM INCLUDING SCHEDULE 40 PVC MAINLINE SIZE TO MATCH EXISTINGALL PIPE SIZING,TRENCHING AND WIRING. SS City of Tigard MAIN LINE 3/7.02 6. CONTRACTOR TO MARK LAYOUT OF TRENCHES AND VALVE LOCATIONS FOR REVIEW BY \A Downtown Redevelopment LANDSCAPE ARCHITECT IN FIELD PRIOR TO CONSTRUCTION. ` - - - - - - SCHEDULE 40 PVC SLEEVE,4"MIN. 2/7.02 7. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ANY AND ALL EXISTING UTILITIES ON AND ADJACENT TO THE PROJECT PRIOR TO BEGINNING SCHEDULE 40 PVC LATERAL LINE 3/7.02 CONSTRUCTION.FOR UTILITY LOCATE CALL: 1-800-332-2344. 8. ALL IRRIGATION EQUIPMENT SHALL BE PLACED IN PLANTED AREAS WHENEVER 55 / POSSIBLE.FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES AND EXISTING TREE / IRRIGATION KEY ROOTS. G 9. WHERE EXISTING TREE DRIP LINES ARE IN LINE WITH TRENCH LOCATIONS THE G.P.M at Minimum G.P.M at Maximum CONTRACTOR SHALL HAND DIG. Symbol Spray Heads Description Nozzel Radius Arc Radius Radius Det/Sheet 10. ALL VALVES WILL BE PLACED IN VALVE BOXES IN A MANNER THAT FACILITATES ACCESS / 1 HUNTER M360,270, 180,90 FOR MAINTENANCE.SIZE BOXES TO ACCOMMODATE COMPLETE VALVE ASSEMBLY RS40-ROTOR W/ 1000 8' 15' 360,270, 180,90 .61, .80, .61, .40, .20 INCLUDING UNIONS.LOCATE VALVE BOXES IN SHRUB AND GROUNDCOVER BEDS PROS-06-PCV-CV BODY 6/L7.02 v�► WHENEVER POSSIBLE. I ' b HUNTER MP2000 ROTOR W/ 2000 13'-21' 360,270, 180,90 1.01, .75, .51, .26 1.62, 1.22, .83, .42 11. DIRECTION OF FLOW.IRRIGATION LATERALS SHALL BE SIZED STARTING AT VALVE AND CONTINUING IN G G I j \1 / 13125 SW Hall Blvd. PROS-06-PRS40-CV BODY 6/L7.02 12. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND ADJUSTED TO \ PROVIDE 100%COVERAGE AND MINIMIZE OVERSPRAY ONTO BUILDINGS,SIDEWALKS D / Tigard, OR 97223 HUNTER MP3000 ROTOR W/ 3000 22-30' 360,270, 180,90 2.67,2.00, 1. 3, .63 3.64,2.73, 1.82, .86 AND ROAD. PROS-06-PRS40-CV BODY 6/L7.02 Q / / 1 Ph: 503-639-4171 13. SLEEVES SHOWN ARE FOR CONTRACTOR'S CONVENIENCE ONLY.CONTRACTOR SHALL VERIFY INSTALLATION OF SLEEVE LOCATIONS,QUANTITIES AND SIZES TO HUNTER MPSSS530-PRS40 SS MIN.4'X23' MAX. 5'X30' 33 .44 6/L7.02 ACCOMMODATE ALL IRRIGATION PIPING. i HUNTER MPRCS515-PRS40 RCS 4'X11' 5'X15' .17 .22 6/L7.02 14. PROVIDE PRESSURE COMPENSATING DEVICES AS REQUIRED. 55- [ss] G / 15. CONTRACTOR TO KEEP EXISTING IRRIGATION OPERATIONAL TO AREAS OUTSIDE WORK [SS] T / REVISIONS / RELEASES HUNTER MPLCS530-PRS40 LCS 4'X11' 5'X15' .17 .22 6/L7.02 LIMIT LINE. NOTIFY LANDSCAPE ARCHITECT AND OWNER IF IRRIGATION TO PARK WILLNO. DATE DESCRIPTION / BE OFF FOR MORE THEN 1 DAY. 55/ GV ISS]- NOT IN CONTRACT ISS / rs5]- O I G ZONE KEY PIPE SIZING CHART / ISS) \ 'S G GPM 16 _ SCHEDULE 40 PVC / s] - / G E • 2 1" ZONE N0. VALVE SIZE GPM SIZE 55 � O Iss, 1 -10 3/4" G ISS] 211 11 -16 ill 17-26 1-1/4" G / � 27-35 1-1/2" � � � _ I � - 310 36-55 2" SCULPTURE AND WALL UP LIGHTING. 55 G °311 56-80 2-1/2" USE CAUTION WHEN TRENCHING TO ESB I III 81 -120 3" AVOID ELECTRICAL CONDUIT. SEE I STEVEN E. KOCH E2.0 FOR ADDITIONAL ELECTRICAL G V I I I OREGON .INFORMATION ❑ SB I ICV I �a/4pi, 10/18/93 ss G bl NEW IRRIGATION CONTROL WIRE, IF I NEEDED, TO BE PLACED IN COMMON / I SS G IF NEED CONTRACTOR TO INSTALL TRENCH WITH LOW VOLTAGE I I LIGHTING CONDUIT. SEE E2.0 FOR NEW CONTROL WIRE TO I LOCATOIN / IRRIGATION CONTROLLER N WV I 55 000 LOCATED TO THE WEST ALONG �� wv h��,` �` Y G WR HYW 99. � / P P / w �` 5 wV� � I P�\' 'C � KOCH LANDSCAPE ARCHITECTURE z " °V�1 Q H 55 5.63 � I O` �O 1621 NORTHEAST SECOND AVENUE Q 11 PORTLAND , OREGON 97232 O Al 1 " p503.286.7175 f503.286.7979 o_ EXISTING HUNTER #610.17 10.17 1 LO CONTROLLER 11 ° A2 1 " ? I 5 WIDE MOUNTED TO 2 PERMANENT SLOPE EASEMEI TIGARD ENTRYWAY F1 PLYWOOD G ° Q ❑ SB DOC. NO. 2010-010515 T BACKBOARD ° „ �� o p,C MONUMENT 1 • S 5� I B I C 111 ICVf CONNECT TO 3111, 41 EXISTING MAIN LINE ' E 1 o / 11 `� EXISTING IRRIGATION VALVES TO / L " / /� 41 /17 I REMAIN, RESET VALVE BOXES AS ��-� \N�G�S / � G I JB NEEDED TO REMAIN FLUSH WITH GRADE. � 1 1" GPS' / O 21" I CONTRACTOR TO VERIFY LATERAL ZONE / J O 55 / a LOCATIONS. CONTRACTOR TO USE FOR CONSTRUCTION o 4811 // G EXITING IRRIGATION WIRES IF af w 311 AVAILABLE DUE TO DEMOLITION OF 0 / yS EXISTING ZONES.Uj / \ i U 111 111 S 5 / DESIGNED BY: KLA o/ 11 111 G \ DRAWN BY: RK 1 �B / CHECKED BY: SK U) _ _ i APPROVED BY: - - - PROJECT - - PROJECT NO: 1302 CONNECT TO EXISTING LAWN LATERAL DATE: 10-October-2014 o LINE. PROPOSED LAWN HEADS TO MATCH Q G JB E o;EXISTING HUNTER HEADS AND NOZZLES. / O S5 E E ADJUSTS HEADS AS NEEDED FOR EVEN _. n IRRIGATION PLAN - E �� HEAD TO HEAD COVERAGE. 1 E ICV NORTH E 3 . O 5 N LO NORTH ENTRY IRRIGATION PLAN o 1 „=1 Of 0 5 10 20 40 FT w SCALE 1 "=10' NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla-svr\kla\active\commercial clients\1302 tigard entryway\drawings\I5 - irrigation - kla / TAX L01 LEGEND / 2S 1 0z FF = 158. 01 ' IRRIGATION EQUIPMENT / (ON SILL) SYMBOL DESCRIPTION DETAIL POINT OF CONNECTION / ��) City Of Tigard e GATE VALE AS SPECIFIED P� Downtown Redevelopment 4/7.02 HUNTER HQ-33DLRC QUICK COUPLER WITH LOCKING 5/7.02 • CAP HUNTER ICV-(SIZE AS NEEDED)-AS-ADJ SERIES VALVE 1/7.02 SCHEDULE 40 PVC MAINLINE SIZE TO MATCH EXISTING 3/7.02 MAIN LINE SCHEDULE 40 PVC SLEEVE,4"MIN. 2/7,02 SCHEDULE 40 PVC LATERAL LINE 3/7.02 IRRIGATION KEY /G 13125 SW Hall Blvd. G.P.M at Minimum G.P.M at Maximum , ` Tigard, OR 97223 Symbol Spray Heads Description Nozzel Radius Arc Radius Radius Det/Sheet t�v\ V � Ph: 503-639-4171 p b HUNTER MP1000 ROTOR W/ 1000 8'-15' 360,270, 180,90 .61_33_21_11.21,.11 .80,.61, .40, .20 �C / PROS-06-PRS40-CV BODY 6/L7.02 J HUNTER MP2000 ROTOR W/ 2000 13'-21' 360,270, 180,90 1.01, .75, .51, .26 1.62, 1.22, .83, .42 J� \ CONNECT TO HUNTER ACC 12 CONTROLLER / S N / RELEASES REVISIONS ES PROS-06-PRS40-CV BODY 6/L7.02 _ - - _ _ � // \ LOCATED ALONG MAIN STREET. ADD / NO. DATE DESCRIPTION E�[ HUNTER MP3000 ROTOR W/ 3000 22'-30' 360,270, 180,90 2.67,2.00, 1.33, .63 3.64,2.73, 1.82, .86 \ ADDITIONAL STATION MODULE IF NEEDED. / PROS-06-PRS40-CV BODY 6/L7.02 � / ' SEE MAIN STREET IMPROVEMENTS HUNTERMPSSS530-PRS40 SS MIN.4'X23' MAX. 5'X30' .33 .44 6/L7.02 IN / 61\ DRAWINGS FOR MORE INFORMATION. HUNTER MPRCS515-PRS40 RCS 4'X11' 5'X15' .17 .22 6/L7.02 HUNTER MPLCS530-PRS40 LCS 4'X11' 5'X15' .17 .22 6/L7.02 \ son ZONE KEY PIPE SIZING CHART \ \ CONNECT TO 1 %2" ,- MAIN MAIN LINE STUB PER 16 = GPM SCHEDULE 40 PVC \\ MAIN STREET //���/ Q����71�, 4 y� 2 1" ZONE NO. VALVE SIZE GPM slzE _ _ _ _ \ �� IMPROVEMENT 1 -10 3/4" DRAWINGS /��// 310 11 -16 ill / ♦\ / STEVEN E. KOCH E7-4 27-35 1-1/2" / - / OREGON -k dV( 10/18/93 1 56-80 2-1/2" / --- / O \ \ pE W11--C 81 -120 3" • / // O \\ � / / \ \ \ � � \ \ � � IRRIGATION NOTES i / / 7.9 4.39 13.01 , B 3 -p 1. INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL CODES&ORDINANCES. B 2 1 " V)I B 1 1 ••• Q CONTRACTOR SHALL DESIGN AND BUILD THE IRRIGATION SYSTEM ACCORDING TO / J Y STANDARD CONSTRUCTION PRACTICES AND THESE DRAWINGS AND SPECIFICATIONS. SCULPTURE AND WALL UP LIGHTING. 2. CONTRACTOR SHALL GUARANTEE MATERIALS AND WORKMANSHIP FOR ONE YEAR BEYOND THE DATE OF FINAL ACCEPTANCE OF IRRIGATION SYSTEM. / Z USE CAUTION DURING TRENCHING \ / KOCH LANDSCAPE ARCHITECTURE p 3. COORDINATE IRRIGATION POINTS OF CONNECTION AND LOCATION OF AUTOMATIC / H CONTROLLER(S)WITH OTHER TRADES INVOLVED. TO AVOID ELECTRICAL CONDUIT. / 1621 NORTHEAST SECOND AVENUE Q 4. SYSTEM IS DESIGNED TO RUN AT 60 PSI STATIC PRESSURE WITH 20 GPM AT POINT OF ,/ // // / \ / PORTLAND , OREGON 9 7 2 3 2 CONNECTION.CONTRACTOR SHALL VERIFY GPM/PSI AT POINT OF CONNECTION PRIOR SEE E2.2 FOR ADDITIONAL P503.286.7175 f503.286.7979 TO COMMENCING WORK.NOTIFY LANDSCAPE ARCHITECT IF ACTUAL FIELD DATA ELECTRICAL INFORMATION DIFFERS FROM THIS INFORMATION. LO 5. IRRIGATION PLAN DRAWINGS SHOW DIAGRAMMATIC IRRIGATION LAYOUT.CONTRACTOR J IS RESPONSIBLE FOR DESIGN-BUILD OF A COMPLETE AND WORKING SYSTEM INCLUDING 1-1 ALL PIPE SIZING,TRENCHING AND WIRING. / TIGARD ENTRYWAY 6. CONTRACTOR TO MARK LAYOUT OF TRENCHES AND VALVE LOCATIONS FOR REVIEW BY / SEE MAIN STREET LANDSCAPE ARCHITECT IN FIELD PRIOR TO CONSTRUCTION. // IMPROVEMENT MONUMENT 7. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ANY AND ALL o. I / EXISTING UTILITIES ON AND ADJACENT TO THE PROJECT PRIOR TO BEGINNING 000, EXISTING o CONSTRUCTION.FOR UTILITY LOCATE CALL: 1-800-332-2344. / °o°°o° C / IRRIGATION DRAWINGS \ 8. ALL IRRIGATION EQUIPMENT SHALL BE PLACED IN PLANTED AREAS WHENEVER .� POSSIBLE.FIELD ADJUST LINES TO AVOID CONFLICT WITH UTILITIES AND EXISTING TREE C ROOTS. 0 9. WHERE EXISTING TREE DRIP LINES ARE IN LINE WITH TRENCH LOCATIONS THE o CONTRACTOR SHALL HAND DIG. 10. ALL VALVES WILL BE PLACED IN VALVE BOXES IN A MANNER THAT FACILITATES ACCESS FOR MAINTENANCE.SIZE BOXES TO ACCOMMODATE COMPLETE VALVE ASSEMBLY C14 INCLUDING UNIONS.LOCATE VALVE BOXES IN SHRUB AND GROUNDCOVER BEDS / / MAIN STREET11000 M WHENEVER POSSIBLE. / / / 11. IRRIGATION LATERALS SHALL BE SIZED STARTING AT VALVE AND CONTINUING IN DIRECTION OF FLOW. w 12. ALL COMPONENTS OF IRRIGATION SYSTEM SHALL BE INSTALLED AND ADJUSTED TO �0 / U PROVIDE 100%COVERAGE AND MINIMIZE OVERSPRAY ONTO BUILDINGS,SIDEWALKS AND ROAD. FOR CONSTRUCTION Q 13. SLEEVES SHOWN ARE FOR CONTRACTOR'S CONVENIENCE ONLY.CONTRACTOR SHALL VERIFY INSTALLATION OF SLEEVE LOCATIONS,QUANTITIES AND SIZES TO 0)/1 w ACCOMMODATE ALL IRRIGATION PIPING. y 14. PROVIDE PRESSURE COMPENSATING DEVICES AS REQUIRED. U 15. CONTRACTOR TO KEEP EXISTING IRRIGATION OPERATIONAL TO AREAS OUTSIDE WORK / LIMIT LINF_ NOTIFY LANDSCAPE ARCHITECT AND OWNFR IF IRRIGATION TO PARK WILL Uj �0 / DESIGNED BY: KLA o DRAWN BY: RK CHECKED BY: SK APPROVED BY: - - - PCj / PROJECT NO: 1302 DATE: 10-October-2014 o o / / . a IRRIGATION PLAN - Uj // SOUTH a 000 00 j k 1 0- LO SOUTH ENTRY IRRIGATION PLAN o 1 „=10' 0 5 10 20 40 FT w SCALE 1 "=10' NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla-svr\kla\active\commercial clients\1302 tigard entryway\drawings\I5 - irrigation - kla FLAN I INV 5(.HLUULL 0 / c 4 TREES s ABBREVIATION BOTANICAL NAME / COMMON NAME SIZE SPACING / S SG Sequoiadendron giganteum Giant Sequoia 3" CAL. AS SHOWN SS ML Magnolia x loebneri 'Leonard Messel' 3.5" CAL. AS SHOWN / Leonard Messel Magnolia STANDARD SS / / / City of Tigard / SS WV , TELVLT Downtown Redevelopment S > c /J / S SHRUBS / SS ``a o ABBREVIATION BOTANICAL NAME / COMMON NAME SIZE SPACING SS Miscanthus sinensis 'Yakushima' 13 AS SHOWN SS / MY Dwarf Maiden Grass 5 GAL Spiraea japonica 'Alpine Nana' 5 GAL AS SHOWN 13125 SW Hall Blvd. Si Alpine Spirea / W�U D\\ Tigard, OR 97223 VS Viburnum plicatum 'Summer Snowflake' 5 GAL AS SHOWN / SS / \\ Ph- 503-639-4171 Summer Snowflake Viburnum ss \ Viburnum tinus 'Spring Bouquet' / G � \ VB Spring Bouquet Viburnum 5 GAL AS SHOWN SS p g q _ A1� \\ REVISIONS / RELEASES vv G m \ NO. DATE DESCRIPTION GROUNDCOVERS SYMBOL BOTANICAL NAME / COMMON NAME SIZE SPACING - # \ � \ RD Lawn - - � D Sod � Cotoneaster procumbens 'Streibs Findling' 1 GAL 18" O.C. Streibs Findling Cotoneaster F Liriope muscari 'Silvery Sunproof' / T M1 Silvery Sunproof Lily Turf 1 GAL 18 O.C. ISS] / S Cotoneaster dammeri 'Lowfast' rss,— NOT IN CONTRACT —� W9Lowfast Cotoneaster 2 GAL 24 O.C. rs _ [55 O , HO Saponaria ocymoides rss,— C Soapwort 1 GAL 18 O.C. r \ S' ♦,\ \ lj�_ STEVEN E. KOCH , E • 211 IcvISS] 0 OREGON v 0 [ss, 2" ♦ ��y 10 C/18/93 [ss, 4 � o LII � ( " \ ` � _ gS O �� III - - _ ` O n11 3 / 3 I , - - _ 4 •0• Q ` / ■ Sco B I ' � •�• VI I \ L I I ' KOCH LANDSCAPE ARCHITECTURE I 1621 NORTHEAST SECOND AVENUE z ■ SB ICV�I / PORTLAND , OREGON 97232 I p503.286.7175 (503.286.7979 O I \ II TIGARD ENTRYWAY wv .(�,� �� MONUMENT QPGG L ULJ 5" + w I Q�� 5 w 5S + cc 5 i M o + o z 5' WIDE 2" + + PERMANENT SLOPE EASEMENT Z • + Q ■ SB w DOC. NO. 2010-010515 1�� + El o FOR CONSTRUCTION Q � Cc) SB ' S5 \ + I 1.. w I Mn i D 0 'Iola 1.. +/ S O1.. �i� + + + �\ DESIGNED BY: KLA a if I / / 5S 17�� + DRAWN BY- RK o JB / CHECKED BY: SK APPROVED BY: - - - i 2111 / PROJECT NO: 1302 z g�� / DATE: 10-October-2014 0 55 / a / o / \ ,f PLANTING w 5Z / PLAN - NORTH N L0 5 E Ql 0 O N NORTH ENTRY PLANTING PLAN o J B E o 3�, 0 5 10 20 40 FT E o E E O '��� REPAIR LAWN AS NEEDED 1 =10' SCALE 1 "=10' ICV J 0_ THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I6 — planting — kla PLANTING SCHEDULE / TREES / , ABBREVIATION BOTANICAL NAME / COMMON NAME SIZE SPACING / TAX LOT 1000 SG Sequoiadendron giganteum 3" CAL. AS SHOWN 2S 1 02AC Giant Sequoia 11 / 158. 01 ML Magnolia x loebnerl Leonard Messel 3.5 CAL. AS SHOWN FF = Leonard Messel Magnolia STANDARD / (ON SILL) � o\�\v City of Tigard Downtown Redevelopment SHRUBS / ABBREVIATION BOTANICAL NAME / COMMON NAME SIZE SPACING MY Miscanthus sinensis 'Yakushima' 5 GAL AS SHOWN / Dwarf Maiden Grass Si Spiraea japonica 'Alpine Nana' 5 GAL AS SHOWN / 13125 SW Hall Blvd. Alpine Spirea o Tigard, OR 97223 VS Viburnum plicatum 'Summer Snowflake' 5 GAL AS SHOWN Ph- 503-639-4171 Summer Snowflake Viburnum VB Viburnum tinus 'Spring Bouquet' 5 GAL AS SHOWN `�� '' GAS Spring Bouquet Viburnum G /2 REVISIONS / RELEASES 4/ NO. DATE DESCRIPTION GROUNDCOVERS SYMBOL BOTANICAL NAME / COMMON NAME SIZE SPACING Lawn Sod - - QP Cotoneaster procumbens 'Streibs Findling' 1 GAL 18" O.C. / Streibs Findling Cotoneaster `� X Liriope muscari 'Silvery Sunproof Lad Silvery Sunproof Lily Turf 1 GAL 18" O.C. Cotoneaster dammeri 'Lowfast' Em 2 GAL 24" O.C. Lowfast Cotoneaster _ _ 310 Saponaria ocymoides 1 GAL 18" O.C. Soapwort STEVEN E. KOCH �+ 0 + o o OREGON P�1i0/18/93 � o + + El El ••• o 0 Q KOCH LANDSCAPE ARCHITECTURE zo + 1621 NORTHEAST SECOND AVENUE za / l PORTLAND , OREGON 97232 + S p503.286.7175 (503.286.7979 cfl + + + + + + / / / TIGARD ENTRYWAY > t MONUMENT / L , O O OO / C w N N MAIN STREET z w U J ,' ,' .�vo , G FOR CONSTRUCTION Of w M DESIGNED BY: KLA o DRAWN BY- RK CHECKED BY: SK APPROVED BY: PROJECT NO: 1302 DATE: 10-October-2014 0 U 0 , , / / ,f PLANTING Uj PLAN - SOUTH N ° /> \ Ln 00 000 ° 00 0 SOUTH ENTRY PLANTING PLAN 1 N N2 o 1 =10' 0 5 10 20 40 FT w SCALE 1 "=10' J NGVD 29 0_ THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I6 — planting — kla UV-COATED TREE-TIE WEBBING, COLOR: OLIVE, TIE AROUND TREE TRUNK WITH LARGE LOOPS TO ALLOW FOR TREE GROWTH City of Tigard 2"0 x 8' HT. ROUND TREATED WOOD TREE STAKES, FINISH GRADE Downtown Redevelopment DRIVE INTO PLANTING SOIL OUTSIDE OF ROOT BALL, DO NOT PENETRATE DEEP ROOT IRRIGATION PIPE, PLANT CENTER SLOpE V MULCH AS SPECIFIED SEE IRRIGATION DETAILS FOR MORE INFORMATION. N gR�ES DO NOT PENETRATE PT SLAB WATERPROOFING OR PROTECTION BOARD. FOR ON-GRADE CONDITIONS \ (n ONLY. TRIANGULATED O.C. SPACING, U) Z W SET CROWN FLUSH WITH FINISH GRADE AND SEE PLANTING SCHEDULE Q REMOVE BURLAP AND TWINE FROM TOP HALF Q o \\ \\ \\ \ TILLED, AMENDED TOPSOIL > 41 ol TIV10 MUMEDGE OF PLANTING AREA > OF ROOTBALL Z AS SPECIFIED MOW RING GRASS U U \ \ \ \ \ 13125 SW Hall Blvd. O Q _ \/\/\/\/\/ TILLED OR SCARIFIED i� it bo //\//\//\//\/\/ NATIVE SUBGRADE Tigard, OR 97223 J \\\ — MULCH, KEEP 2"AWAY FROM STEM OF PLANT /\\//\\//\\//\\//\\//\/ Ph: 503-639-4171 \\ \\\ 11" m Z 1—III \\��\ \ III G 0. G _ _ F-- 1=1 II \\��\ \\ \ \��\� 1-1 AMENDED PLANTING SOIL SQPG III=III=1 =III=III=1 =1 =III \\\i\� \ \�\\ IIIIIIIIIIIIIII-III- REVISIONS / RELEASES �i UNDISTURBED NATIVE 04 \� \\\� 1=1 I I I I -III -= SUBGRADE x 1=III \ \\ \\\ III IIIIII—III= NO. DATE DESCRIPTION _�' \\\ \\��\�\\� \�\�\\\% -� -1 1/2 O.C. SPACING I N G COMPACT NATIVE SUBGRADE BACKFILL FOR –I II ' _, — _ _ STABLE BASE ' . ''— I —I I I-1 I I-1 I I-1 I I-1 11-1 1-11 "' "' "' " NATIVE SUBGRADE 2x ROOTBALL TREE PLANTING PLANT SPACING IMPORTED TOPSOIL APPLICATION 5 3 1 NTS DETAIL NTS DETAIL NTS DETAIL ���sT 1' �� 310 - STEVEN E. KOCH Y OREGON P10/18/93 E SET CROWN FLUSH WITH FINISH GRADE AND REMOVE BURLAP AND TWINE FROM _ TOP HALF OF ROOTBALL SPACING AS NOTED J FINISH GRADE IN PLANT Y SCHEDULE MULCH, KEEP 2"AWAY FROM KOCH LANDSCAPE ARCHITECTURE cn JSTEM OF PLANT 1621 NORTHEAST SECOND AVENUE J J MULCH, KEEP 2"AWAY FROM STEM OF PORTLAND , OREGON 97232 Lu III=I /�� �\/ ISI PLANT 1 p503.286.7175 (503.286.7979 AMENDED PLANTING SOzO IL O IIII _ TI GARD ENTRYWAY 3 =III COMPACT NATIVE SUBGRADE BACKFILL AMENDED PLANTING SOIL - ° —III FOR STABLE BASE MONUMENT -III III III III III III III III III III=II IIIIIIIIIIIIIIIIIIIIII NATIVE SUBGRADE 3 IIIIII- -�11=1III. IIIIIIIII NATIVE SUBGRADE I I I i I I I� ,III I I I I�II I II I 1=1 I � I I1�IIIIIIII I I �- 2x ROOTBALL IlkL ° N O M N H Z W J J FOR CONSTRUCTION SHRUB PLANTING GROUNDCOVER PLANTING U Lu 4DETAIL2 NTS NTS DETAIL DESIGNED BY: KLA o DRAWN BY: RK i CHECKED BY: SK L APPROVED BY: - - - PROJECT - - PROJECT NO: 1302 i DATE: 10-October-2014 z 0 a O PLANTING ui DETAILS a M °l O N N2 O W H a NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla–svr\kla\active\commercial clients\1302 tigard entryway\drawings\17 – details – kla VALVE BOX WITH COVER FINISH GRADE QUICK-COUPLING VALVE 30-INCH LINEAR LENGTH OF FINISH GRADE/TOP OF MULCH WIRE, COILED REMOTE CONTROL VALVE - AS SPECIFIED PVC SCH 80 NIPPLE WATERPROOF City of Tigard 3" MINIMUM DEPTH OF CONNECTION: RAINBIRD Downtown Redevelopment 3/4" WASHED GRAVEL PVC SCH 80 NIPPLE BRICK (1 OF 2) — //%\//\// FINISH GRADE 3"MIN. VALVE BOX WITH COVER PVC SCH 40 E L L PVC SCH 40 STREET ELL \� CLEAN AND LIGHTLY w Q o = — PVC SCH 80 NIPPLE PVC SCH 40 ELL z I=\ \\ \\/ _= COMPACTED BACKFILL @ 90 /o \j\\ uaaa is a is \ / / j z =I / /��// III=III= RELATIVE COMPACTION = (LENGTH AS REQ.) PVC SCH 80 NIPPLE Q —III— \\ \\ \\ I =III- _ BRICK (1 OF 4) I /\ III=III= = — 13125 SW Hall Blvd. TRACE WIRE _ = Tigard, OR 97223 � PVC SCH 40 STREET ELL � � LATERAL LINE MAINLINE \ \/\ PVC SCH 40 TEE OR ELL \\\///\\ \ \ /\/// 3 INCH WAS H E D I G RAV E LN. H 3/4" \\\ PVC MAINLINE PIPE �' I I REMOTE CONTROL VALVE _ REVISIONS / RELEASES 2"X2" REDWOOD STAKE WITH WIRES IIIIII PVC SCH 40 TEE OR ELL N0. DATE DESCRIPTION STAINLESS STEEL GEAR CLAMPS SCH 40 LATERAL LINE PVC MAINLINE OR EQUIVALENT SUPPORT SYSTEM QUICK COUPLER IRRIGATION TRENCH REMOTE CONTROL VALVE 5 3 1 NTS DETAIL NTS DETAIL NTS DETAIL ���sT 1' �� 310 L , t" STEVEN E. 'OCH FINISH GRADE / TOP OF MULCH �� OREGON VALVE BOX WITH LOCKABLE LID 10/18/93 COLOR PER SPECS., SET FLUSH WITH FINISH SURFACE ��I�T ROTOR POP-UP SPRINKLER FINISH GRADE AFTER SETTING PVC SCH 80 PVC NIPPLE FINISH GRADE ° o c nD o ° C.I.P. CONC. PAVING ••• ( ) 2 PVC SCH 40 ELBOWS ��- 1=III=III\\\\\\\\\\\\\\\ I I=III=1 Y LATERAL PIPE III- I III-I 6" PVC ACCESS SLEEVE III=III— \//\//\//\//\ _ NATIVE SUBGRADE =III= z CLEAN AND LIGHTLY PVC SCH 80 PVC NIPPLE KOCH LANDSCAPE ARCHITECTURE N —III _ _ III—III \ \ \ \ \ III—III 1621 NORTHEAST SECOND AVENUE CONTRACTOR MAY SUBMIT CUT SHEET =III =III= IIIIII\\//\\//\\//\\//\\/III COMPACTED BACKFILL P O R T L A N D , OR E G O N 9 7 2 3 2 _ _ _ III— \\/\\/\\/\\/\\ III _ p503.286.7175 f503.286.7979 Lu FOR PREFABRICATED SWING JOINT —III ' -III=I - 8 3/4" DIA. DRAIN ROCK, 4" MIN. DEPTH `N PVC SCH 40 ELBOW TRACKING TAPE PVC SCH 40 TEE OR ELBOW ° � BRICK OR CONCRETE BLOCK c� / / /\/\ I�I III TIGARD ENTRYWAY MONUMENT = = _ = GATE VALVE, LINE SIZE —— // \ \ —— IRRIGATION SLEEVE =1 MAINLINE III __ ___=_=_=III=III-III- =III= III=III=IIIIII=III=III=III=III=III L _ _ 1 , II�I-I °' IIIII I —III—1 I 1=1 M MALE ADAPTERS, BOTH SIDES i z w J J FOR CONSTRUCTION POP UP ROTOR ISOLATION GATE VALVE IRRIGATION SLEEVE U uj M 6 4 2 w NTS PLAN NTS DETAIL NTS DETAIL DESIGNED BY: KLA o DRAWN BY: RK i CHECKED BY: SK L APPROVED BY: - - - PROJECT - - PROJECT NO: 1302 i DATE: 10-October-2014 z 0 a O IRRIGATION ui DETAILS a M °l O N N2 O W H a NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\17 — details — kla a U G 0 City of Tigard Downtown Redevelopment � G � U EXISTING 21" CALIPER TREE ° 6 13125 SW Hall Blvd. ° a � Tigard, OR 97223 `—� Ph- 503-639-4171 zt Cl Q o REVISIONS / RELEASES NO. DATE DESCRIPTION EXISTING LIGHT POLE / b q �_ -- - -_ - • - C ��; ss ST Rei 4 � el � HO SW PACIFIC HYW (99W) STEVEN E. K 0 C H SW MAIN STREET OREGON SIDEWALKHYW 99W 16' BUFFER4PE WC" 10/18/93 STORM WATER PLANTER 4040 NORTH ENTRY- SOUTH ELEVATION CHARACTER SKETCH • � 4040. Y 1 /4 = 1 — - _ ELEVATION 404040 KOCH LANDSCAPE ARCHITECTURE cn 1621 NORTHEAST SECOND AVENUE a PORTLAND , OREGON 97232 o p503.286.7175 f503.286.7979 U I TIGARD ENTRYWAY 3 MONUMENT v � c ° a w L.° a a o � d M z d a Q w � q� FOR CONSTRUCTION U Of W O °% te p5rge ,�2 E.th+ ftAaa < j < it-- a� C) ' s f, E .� ; _ SIGN WALL BEYOND 4.... n 4 ❑ a ❑ a a- _ DESIGNED BY: KLA a e - o 0 ° 64 -- - DRAWN BY- RK CHECKED BY: SK APPROVED BY: - - - Z�fl ®� PROJECT NO: 1302 i a DATE: 10-October-2014 z 0 a 0 o EXISTING 21" CALIPER TREE SIDEWALK (IN FOREGROUND) �f CONSTRUCTION DETAILS EXISTING LIGHT POLE a M SEAT WALL ai 0 NORTH ENTRY-SEATWALL ELEVATION CHARACTER SKETCH N 2 w 1 /4" = 1 ELEVATION a J NGVD 29 a— THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I7 — details — kla I I I City of Downtown Rede'vgelopment I I I I I 13125 SW Hall Blvd. 5 Tigard, OR 97223 MAXIMUM LIGHT 6" DIA. IRRIGATION Ph- 503-639-4171 BOX, SET FLUSH WITH LUMASCAPE LS432LED I FIXTURE ADJUSTABLE FINISH GRADE CENTRIA AT GRADE LIGHT ANGLE FINISH GRADE REVISIONS / RELEASES FIXTURE BEYOND. h I LUMASCAPE LS432LED 1 NO. DATE DESCRIPTION SEE SCULPTURE SHEET S1 CENTRIA AT GRADE LIGHT L7.o7 FOR BASE AND FOOTING I FIXTURE. SEE LAYOUT PLAN IIIIII ( DESIGN ° ° � \ �I FOR LOCATIONS. 10° IIIIIIIII—III ABS CLEAN OUT FITTING AND PLUG. o SIGNAGE LETTERS MOUNTED TO STONE III—III—III- ° - : CONDUIT VENEER WALL IIIIII—( III D _01V I I=IIIIII=( III I RISER AS REQUIRED \ =I I REDUCER AS REQUIRED xv LIGHT FIXTURE ADJUSTABLE ANGLE UP TO — ° 20 DEG. \/\\/\\/\\/\\ o 0 0 0 /\\j\\j\\j\\j\\j\ o .t. —, I I=III=III=1 45 DEG. BEND / / / / / � 1II1II1I \ \/\\/\\/\\/\\/\\ \ \ \ \ \ \ \ /\\/\\/\\/\\/\\/ ° D /\\ \ � e LUMASCAPE LS853LED WITH HORIZONTAL PVC WYE 310 \//\//\//\//\ \ \ � � — — /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\/ o /\\/\\/\\/\ \ ' MOUNTED LS685 LINEAR SPREADER LENS /\//\//\//\//\ \ \ D \ /�\� \` _ I N GRADE LIGHT FIXTURE. SEE LAYOUT — — — — PLUG WYE OR CONNECT TO PVC \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ PERFORATED DRAIN PIPE tom' STEVEN E. KOCH �+ / /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PLAN FOR LOCATIONS -1 / /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\ \/\\/\\/\\/\\/\\/\\/\\/ \ \ i1TI=III �� OREGON �w // // // // // // // // o FINISH GRADE —III— 10/18/93 / // /\/ oho 0�pEc / D R IAN PERFORATED PIPE AS SPECIFIED \ \ oho 01 '01- / LIGHT FIXTURE BASE o o D o D Y %�\\/�\/\ \ \ \ \ CONDUIT KOCH LANDSCAPE ARCHITECTURE cn 1621 NORTHEAST SECOND AVENUE J SCUPTURE LIGHTING CLEAN OUT PORTLAND , OREGON 97232 Lu p503.286.7175 f503.286.7979 2SECTION _ SECTION 1 /21 - 1 v, TIGARD ENTRYWAY 3 MONUMENT v v L PROPOSED REDWOOD w v 0 rn oM D D N w o FOR CONSTRUCTION w 0 v / / DESIGNED BY: KLA i DRAWN BY: RK v 9i itt 3 x4 f< ,z,g, � �%";g ,� „ . � APPROVED CHECKED BY: SK BY: - - - 9 °� J �.._ o :.t o d ° ° PROJECT NO: 1302 Welcomes DATE: 10-October-2014 i - Downt_ --4 ° - o oS g s a � '� °9 °� ,f CONSTRUCTION _'m' 4"'A I 4t DETAILS MSW PACIFIC HYW (99W) HYW 99W 16' BUFFERLO e0l SW MAIN STREET Q1 SIDEWALK N 3 SOUTH ENTRY- NORTH ELEVATION CHARACTER SKETCH w 1 /4" = 1 ' ELEVATION a NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\17 — details — kla 3'-9 7/8" FINISH GRADE AND 5-3 1/4" ARC LENGTH ARC LENGTH SCULPTURE BEYOND 18-6"' RADIUS 14' RADIUS , 19'-8" ARC LENGTH 10'-2 5/8" 9'-6 1/4" 23'-8 1/4" ARC LENGTH 8'-0 5/8" 2'-0" 1, 18'-6" RADIUS 2'-0" 2'-0" STRAIGHT WALL 2'-0" STRAIGHT WALL 2'-0" 14' RADIUS 2'-0" STRAIGHT WALL 2'-0" TL 202.33 r TW 202.33 TL 201.33 TL 201.33 TW 202.00 -----------y, TW 202.00 TL 201.33 TW 201.00 TW 201.00 ---T-W o20o1.0-0 TW -2-0-1-.-00�-_-- --_T _� -_ -_ ------- - - - - - �---- __TW 2-01.00 TW 201.00 _ - � City of Tigard TW 199.00 - TW 200.00 WeDowntown Redev I m n t TL 199.33 TW 200.00 zTW 199.00 -C�_ ocsw TF 197.51 CO JL -_ _� o o - C= O O O T Jam_ - - - - - - - � i o OOo- _ C� - QO -- �C7 -- _ - _ -JC- TF F 196 _ _ n i i D DD D ° D ° .01 ° D n D D-7- FD - D FINISH GRADE 00 TF 196.01 - FINISH GRADE BEHIND WALL 13125 SW Hall Blvd. 3 3'-1 7/8" co L7.07 SEE WALL ELEVATION L7.06 STONE VENEER COLUMN TYP. Tigard, OR 97223 I I I I- CONCRETE FOOTING, SEE SECTION DETAIL 3 Ph- 503-639-4171 NOTES: FOR WIDTH AND REINFORCEMENT TYP. L7.o7 AT FOOTING STEPS: SHORT #4 REBAR @ 1. SEE LAYOUT PLAN FOR RADIUS CENTER AND CORNERS AND MID POINT. (3) #4 CONT. ARC ANGLE. COMPACTED AGGREGATE BASE CENTERED IN FOOTING, MIN. 12" OVERLAP, SPOT ELEVATION KEY REVISIONS / RELEASES UNDISTURBED OR COMPACTED SUB GRADE TYP. 3" CLEAR. TF TOP OF FOOTING NO. DATE DESCRIPTION TW TOP OF WALL CMU BLOCK SEE SECTION DETAIL FOR TL TOP OF COLUMN REINFORCEMENT TYP. TS TOP OF SEAT WALL STONE VENEER TYP. NORTH ENTRY EXPANDED ELEVATION 1 1 /411 = 1 1 ELEVATION HO STEVEN E. KOCH FINISH GRADE AND ARC TANGENT OREGON SCULPTURE BEYOND 2-0 �4p / 13'-8 7/8" 23'-8 3/8" ARC LENGTH 7'-7 3/8" ARC LENGTH 11 10'-5 5/8" ARC LENGTH 11'-10 1/8" ARC LENGTH 16-5 1/2" ARC LENGTH 2'-0" I, STRAIGHT WALL 2'-0" 14 RADIUS 14' RADIUS 77'-6"' RADIUS 77'-6" RADIUS 2'-0" 77'-6" RADIUS 21-011 TL 167.33 TL 167.33 4% J TW 167.00 y------------ TW 167.00 TW 165.00 ••• Y TL 165.33 TW 165.00 \\\ TW 165.00 KOCH LANDSCAPE ARCHITECTURE cn Welcome t0 Qo Q_ - �o = _ 1621 NORTHEAST SECOND AVENUE TW 165.00 - [� TL 164.33 81-011 a ��oL � _ TW 164.00 PORTLAND , OREGON 97232 Lu - ' - off, Oor - ------ - -- -- owntown 1 �o�_- - - r -,[-, _ - -------_____ `- -__--- -- ------ -` � ---- "� �- --- _- - _-- TW 164.00 TW 162.00 STRAIGHT p 5 0 3 2 8 6 7 17 5 f 5 0 3 2 8 6 7 9 7 9 , - - - 162.01-1' ------- TL 162.33 TF SEAT WALL - 160.62 ��c�uL--JL - ---------- - - - �0 - - _ _ -'C-TF a- �� TF 16 TS 161.00 TW 162.00 T I V I'1 R E N T R I Y Y l'1 I _jH __- - -1 _ - - - _ - - - _ - - ° o TF 159 - _ n o 'o --D o '° -4 0 - o- o °o o -° o 0 0 ° o o D D D ° - - ��`- - o o 62 QUI MONUMENT D o , D D D ° p ° - D-- D TF 159 ^�I 0 0° 0 0 0 0 0 0 0 0 0 0 0 0 � -D _ _ L� _ _ _ _ _ _ _ _ ° - - - !- _ - - --- r �r � Z D -_-__- - �uUl__ - - T TF 162.01 Do 0 0 �Do• °p - r-- °D--T �� ° ���-- 7)�-- _ - C TF 158.14 __ � - _ - - TF 158.14 � L = 11-11 -11 -I=III=III=III=III=III=III 3 D_ _-_ -�_ -°- --°- -°- - - - _ 0 0 0 0 - o 0 0 °o 0 0 0 0 0 0 o D o oD o 0 o Do L AT FOOTING STEP SHORT #4 0 ° o o � � _ w III= -III-III III-III III L7.07 REBAR @CORNERS AND MID �_ D D ° j o 0 =III POINT. (3) #4 CONT. CENTERED III-III `�' LIN FOOTING, MIN. 12" OVERLAP, 2'-9 3/8" 2'-0" ° D ° _ N UNDISTURBED OR COMPACTED 3" CLEAR. o _ FINISH GRADE o _ o 00 o SUB GRADE TYP. M 4 FINISH GRADE BEHIND WALL i CONCRETE FOOTING, SEE SECTION DETAIL 3 2'-11 1/2" L7.07 w FOR WIDTH AND REINFORCEMENT TYP. L7.o7 AT FOOTING STEP: SHORT; #4 REBAR @ CMU BLOCK SEE SECTION FOR CONSTRUCTION COMPACTED AGGREGATE BASE CORNERS. (3) #4 CONT. CENTERED IN DETAIL FOR REINFORCEMENT w FOOTING, MIN. 12" OVERLAP, 3" CLEAR. TYP. o STONE VENEER TYP. AT FOOTING STEP: SHORT; #4 REBAR @ w STONE VENEER COLUMN TYP. CORNERS AND MID POINT. (3) #4 CONT. SPOT ELEVATION KEY CENTERED IN FOOTING, MIN. 12" OVERLAP, TF TOP OF FOOTING DESIGNED BY: KLA 3" CLEAR. TW TOP OF WALL DRAWN BY- RK TL TOP OF COLUMN CHECKED BY: SK L TS TOP OF SEAT WALL APPROVED BY: Y SOUTH ENTRY EXPANDED ELEVATION PROJECT NO: 1302 i DATE: 10-October-2014 z 2 a 1 /4 11 ELEVATION U O CONSTRUCTION ui DETAILS a m 0 N N2 W H a J NGVD 29 a- THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla-svr\kla\active\commercial clients\1302 tigard entryway\drawings\17 - details - kla 11-1111 81-011 2'-0" (J SEAT WALL 3'-8" 2'-0" CONDITION VARIES C.I.P CONCRETE PAVING JOINT SEALANT WITH SAND COVERING � TL 198.33 TW 198.00 TS 197.25 TW 198.00 TL 198.33 SEE MATERIALS 'Q7/ , 10X10 W.W.M 4LU CUT CONTROL - EXPANSION JOINT FILLER AS SPECIFIED SPOT ELEVATION KEY PLAN TY 2 2" CLR. 1/4„ T - TF TOP OF FOOTING TYP. c ��-_ - _' TF 194.28 TW TOP OF WALL ~--� r ---------- e - TL TOP OF COLUMN TL 194.28 - _ -- --- ----- ---- TS TOP OF SEAT WALL � � � � � � � � D/ / / / / / / p p City of Tigard 111 I III1 11 4 FINISH GRADE 11=1 1=1 I=1 11=1 I: 11=1 1=1 I 1=1 1=1 I=1 11=1 1=1 I=1 11=1 I=1 11=1 1=1 I=1 11=I 1=1 I=1 11=I 1=1 I=1 11=I 1=1 I=1 11=I 1=� Downtown Redevelopment —III IIII 111II I 111 7.o7 1 1 I I 1 L FINISH GRADE BEHIND WALLIIIIIIIII—III— IIIIIII IIIIIII IIIIIIIII IIII IIIIIIIII IIIIIIII IIIIIIII IIIIIIII II 1I CONCRETE FOOTING, SEE SECTION DETAIL 3 III—III—III—III—III I I—III—III —III—III—III—III—III—III I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III-1 L7.o7 I- IEEE 11111III1 I II 11 III1 11-11 I I1 111 II I II I II II I I II II I II I II II I II II II I II II II I II II II I II I II I FOR WIDTH AND REINFORCEMENT TYP. IIIIIIIII1 1111III—III IIIIII IIII—IIIIIIIIIIIIIIIIII—IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I1 1 11 1 11 I I COMPACTED AGGREGATE BASE —III—I 11=1 11=1 I I-1 11=1 11=11 I-1 11=11 1=1 1 I-1 11=11 11 I-1 11-1 1-11 I-1 11-1 1-1 1 1 1-1 1-11 I-1 11-1 1-1 I-1 11—I 11-1 I-1 11—I 11-1 I-1 11—I 11-1 I 1 1 1 COMPACTED III=1 1=1 I I=1 11=1 11 El I I=1 I Ed I 1=1 I I= 11=1 11=1 I E =1 11=1 I I=1 11=1 11=1 I I=1 I I =1 I I=I I =I 1=I I I I =1 I I=I I =I I =1 I I=I I =I I I=I I I=I I =I I I AGGREGATE AS UNDISTURBED OR COMPACTED SUB GRADE TYP. III—III 111III IIIII—III I1 I III1 I 111 I ,I �I 11 1 11 11111111111 1111111 1I 111 II 111 111 I III 11 111 II 1111 11111 III 11 111 II 111 111 I III 11 111 II 111 111 I 1=111=11 I=1 I I=1 I I I I �—� � � � � � ��� � � — — — — — — — — — SPECIFIED 6.. 6.. — I1 11=1 =LII1 le , 1 I 1;,I 11, I I��,I I ,III;,ILII-1 I 1-1 COMPACTED SUB-GRADE STONE VENEER TYP. STONE VENEER COLUMN TYP. EDGE CONDITION CONTROL JOINT EXPANSION JOINT 13125 SW Hall Blvd. Tigard, OR 97223 NORTH ENTRY SEAT WALL ELEVATION Ph: 503-639-4171 2 NOTES: 1 /4" = 1 ' SECTION / ELEVATION 1. SEE CONSTRUCTION PLAN FOR JOINT PLACEMENT. 2. NO SHINERS ON TOOLED EDGES OR RADII. REVISIONS / RELEASES 3. EXPANSION JOINTS SHALL BE PLACED WHERE CONCRETE MEETS ALL VERTICAL FACES/ELEMENTS NO. DATE DESCRIPTION 2'-0" 4'-0 5/8" 2'-0" AND AS SHOWN ON PLANS 4. CONCRETE TO RECEIVE NO COLOR. TL 201.33 SEE WALL ELEVATION L705 5. LIGHT BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. TW 198.00 TL 198.33 TW 198.00 FINISH GRADE 6. EXPANSION JOINTS AT ALL VERTICAL FACES. SEE DETAIL ,- -; FINISH GRADE BEHIND cc-- > WALL TF 196.01 CONCRETE FOOTING, SEE 3 - - - SECTION DETAIL FOR L707 ��XSTW TL 194.28 - -A - ���, WIDTH AND REINFORCEMENT TYP. FACE OF BUILDING 310 —III SEE ARCHITECTURE III= COMPACTED AGGREGATE =III=III— == BASE ° STEVEN E. 'OCH �+ C.I.P CONCRETE PAVING SPOT ELEVATION KEY I _100 1'-5 3/4" AT FOOTING STEP: SHORT; ° ° p D ° OREGON �,v #4 REBAR CORNERS. 3 �,��ip D° p D p TOP OF WALL �Cy�Tj /93 �10 TF TOP OF FOOTING @ ( ) EXPANSION JOINT E TW TOP OF WALL STONE VENEER TYP. #4 CONT. CENTERED IN '� 2" CLR. p ° D TL TOP OF COLUMN STONE VENEER COLUMN TYP. FOOTING, MIN. 12" TYP. D D p EXPANSION JOINT TS TOP OF SEAT WALL OVERLAP, 3" CLEAR. ° ° D p D ° p° p D D D UNDISTURBED OR D ° p CONTROL JOINT 3 COMPACTED SUB GRADE TYP. D D D ° p° ° ° ° ° p ••• Y NORTH ENTRY CONNECTING WALL 3 KOCH LANDSCAPE ARCHITECTURE 1621 NORTHEAST SECOND AVENUE SECTION ELEVATION WALL FOOTING Q 1 /4PORTLAND , OREGON 97232 I-_ SEE ARCHITECTURE p503.286.7175 (503.286.7979 uj p D ° ° _ PERF PIPE ° p D - 0 SEE ARCHITECTURE 11111-1„11�111--1 1 1ILI--1 1111--I1 p ° D ° ° TIGARD ENTRYWAYRET WALL BEYOND 1 1 VS -�t_ MONUMENTWALL COLUMN 01 C—) BEYOND. SEE 611 D T = LAYOUT PLAN FOR LOCATIONS EDGE CONDITION 01 L 0 \ M _ FINISH GRADE SIDEWALK PAVING TYP . Z PLANTING SOIL DETAIL _j - - a 1 1 /2 U = 1 c� FOR CONSTRUCTION < G L'L Li 1111111 w FINISH GRADE �— I I :2 1 CUBIC FOOT III I I I • ° DRAINROCK �=III MIIMI I ° D ° p D CONCRETE uj NDS POLYOLEFIN M _I—I FOOTING SEE I I I I MI I ° ' ° ° ` ° SECTION DETAIL DESIGNED BY: KLA POP-UP DRAINAGE -III I I III o °° '` p FOR WIDTH AND EMITTER, CENTER I IM I I—I I MI I ' ° , °° ° DRAWN BY: RK -I I IM I lad I I , ° • , ° REINF. TYP. CHECKED BY: SK L DRIVE POP-UP WITH I I=III—III-I I tA ° . p ° UV INHIBITOR =I I I I III APPROVED BY: - - - PVC 90 DEGREEN I—I I I—I I I—I I o 0 0 0 0 0 0 o PROJECT NO: 1302 I I lad I IE COMPACTED AGG DATE: 10-October-2014 ELBOW WITH Y4" DRAIN -III—III—I 0 HOLE III I I 5E BASE NDS CORRUGATED M I I-II _ _ _ o FITTING ADAPTER I I I III=_______ _ ,f CONSTRUCTION -III—I I—III—III—I I—III—III—III—III—III—I I _ UNDISTURBED O R DETAILS 4" DIA. PERF PIPE WITH -III=1 I I=I I I=I I I=1 I I=III=III=III=I I I=I I I=I I I COMPACTED FILTER FABRIC SOCK. I I MI I—III—I I=III=III—I I—III—I I I—I I III—III I—III- -I II I— — IIIIII- -III—III—I I I—I I I=III— SUBGRADE TYP. SEE GRADING P LAN I 11-III—III—III—I I MI MI I—III—I 11- FOR LOCATIONS. ' '-1 I -I DRAIN TILE DAYLIGHT LOCATION N M 4 1 1 /2 = 1 ' SECTION / ELEVATION w a J NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\17 — details — kla 1'-4" STONE VENEER COLUMN BEYOND ol NATURAL STONE CAP FILL VOIDS WITH MORTAR 2 1/2" 8X8X16 CMU WALL WITH VERTICAL #4 REBAR AT 16" O.C. AND FULL GROUTED CELLS, HORIZONTAL #5 REBAR BOND BEAM 32" O.C. AND AT TOP OF CMU WALL y LETTERING TO MATCH BURNHAM STREET GATEWAY ENTRY 00 Q J GALVANIZED STEEL TIES +/- 24" O.C. STAGGERED ROWS �� LIGHT FIXTURE AS SPECIFIED. City of Tigard DAMP PROOFING AND DRAINAGE BOARD AT ALL BELOW GRADE Downtown Redevelopment z LOCATIONS Lua \�j\��j/ / STONE VENEER TO MATCH BURNHAM STREET GATEWAY ENTRY ° D ° p D CONCRETE BASE cn U �ii��ii��ii��ii��ii��ii��ii��i i\\ \\ ° °D ° D ILL! z 4X8X16 CMU FULL GROUTED CELLS BELOW GRADE AS NEEDED ON FINISH GRADE D ° D BACK OF WALLi/'\// > `����`����`��i\��i��i���i\��i\��i 1" DRAIN ROCK J 0 00 0o FINISH GRADE III=III- o o o 0 0 _191511131111,M) —III—I T 1 111 I 00 o O D D -ITI-Iil–lil–III o 0 0 P(30 , \ e °° 13125 SW Hall Blvd. HIM, \/ IIIIIIIIITItE IIIIIIIoo°Ooo ' ° ° D /\/ CONDUIT WITH LONG SWEEP ELL. lil=lit=1T1=1T1 O°O°O 04 , \ ° ° D Tigard, OR 97223 III I ITI I ITI Ill l 11 oo°000 P- �i������ ° ° Y � PLANTING SOIL AS SPECIFIED % z /\ D ° ° Ph- 503-639-4171 Ill�llll . : �•, ° :• ° ``1 D MORTAR FREE VERTICAL JOINT +/- 4' O.C. FROM FOOTING OR CMU C) �IIIIIII ° `� BLOCK TO ABOVE FINISH GRADE. BOTH SIDES OF WALL °r° REVISIONS / RELEASES ll�llllll 4" PERFORATED DRAIN PIPE CONTINUOUS AT WALL ° ° D N0. DATE DESCRIPTION lillll 1111 #418"O.C. SHORT AND 6 #4 CONT. 12" O.C. 3" CLEAR ° ° @ O =111 00 °° D COMPACTED SUB GRADE 11illl I�IIII THROUGHOUT. ° 1 1=1 1=I =I =1 1=I a=l n=1 III=I =1 1=I =I 1=III=III CONCRETE FOOTING �0 11111111111 �o III-1 T1 =1 =1 =1 =1 T I-III-III-III III=1 =1 =1 =1 1=1 I I _I�1-1�1-1 11=1TI 11=1TI=1�1=1�1 ITI. COMPACTED AGGREGATE BASE111 o\o o COMPACTED AGGREGATE BASE 1'-8" 1'-0" 10" 111 A 01 3'-6" NOTES: 1'-2" 1. ADJACENT CONDITIONS VARY SEE MATERIALS PLAN. ol DIA' ���STE��' 2. SEE SHEET S1.1 FOR ADDITIONAL REINFORCEMENT AND STRUCTURAL CALCULATIONS. HO LIGHT FIXTURE BASE RETAINING WALL SECTION 3 STEVEN E. KOCH � 3/4" = 1 ' SECTION 1 1 /2" = 1 ' SECTION OREGON ��10/18/93 jJ Li 2'-0" TOP OF STONE VENEER WALL BEYOND L7 o7 3 NATURAL STONE CAP FILL VOIDS WITH MORTAR 000 Y CMU COLUMN WITH (4) VERTICAL #4 REBAR FULL f GROUTED CELLS, WALL HORIZONTAL BOND BEAM KOCH LANDSCAPE ARCHITECTURE WITH #5 REBAR TO CONTINUE THROUGH COLUMN AT 1621 NORTHEAST SECOND AVENUE 32" O.C. AND AT TOP OF CMU WALL PORTLAND , OREGON 97232 w NO BATTER p503.286.7175 (503.286.7979 ON BACK OF 1":24" BATTER ON STREET SIDE ONLY COLUMN w Q 1 2 w'o } TIGARD ENTRYWAY l-_ STONE VENEER TO MATCH BURNHAM STREET LL GATEWAY ENTRY co MONUMENT T STONE VENEER BEYOND, TO MATCH BURNHAM w_ z_ %��%��ii�%��%��i���%��%�� GALVANIZED STEEL TIES +/- 24" O.C. STAGGERED STREET GATEWAY ENTRY Q w > ROWS 11-511 7 C� MASTIC JOINT SEALANT, COLOR TO MATCH $, CONCRETE SEAT WALL OUCP OUCP C, VARIOUS SIZED CMU WITH FULL GROUTED CELLS. ITI–ITI-II- O°O°O CUT BLOCK AS NEED TO MAINTAIN 3/4" STEP EVERY 2 N CONCRETE SEAT TO HAVE 1" CHAMFER AND SMOOTH 11111=11 1=1111Illloo°000°000 ° ITI-ITI–Ti O°O°O COURSES. j STEEL TOOL FINISH IITiI 111llill llloo°000°000 PRECAST CONCRETE SEAT WALL #4@ 16"0.0. SHORT, Illllllllllilll O o0 00 z TI_TI=11 �°o°°o° DAMP PROOFING AND DRAINAGE BOARD AT ALL w z - AND (3) #4 CONT. CENTERED IN FOOTING 3" CLEAR. v� II-ITI-1=0i °O°O BELOW GRADE LOCATIONS Lu Q �I I°— z TI-ITI-11�°0�°0°° FOR CONSTRUCTION W J I=III=11 ° ° a U) a ��,�,�,�,�,�, — — BENCH SET ON %2" MORTAR BED WITH EPDXY SET #4 w 1 II lil1T1 �p°000°000 -1 -11 cn C� ������������������������� �� �� =ITI=1 00000 cif w w z i;�i;�i;�i,`�i,`�i;�i REBAR 16 O.C. IMBED TO 3 DEPTH IN TOP OF WALL Q v.o5 illil=nip 000° o p I \\��\��ii\��\\�� I AND BOTTOM OF CONCRETE SEAT w III�IIII IIIO�O° w_ IIITI1T1 0 00 0o FINISH GRADE o Q Q ������ i i J 2 =1 1=110 0 0 0 0 C) > I i�`ii`o°° o°° o° w I1=ITI=ITI O O O C� `;�Oo0o0 I Q J L7.05 I�IITITIIiIITllloo°00° MORTAR FREE VERTICAL JOINT AT MID POINT OF COLUMN TOE /�/ 0 0 0 > J 1 =1111 O o 0 ° o EXPANSION JOINT % EXTEND FROM FOOTING OR CMU BLOCK TO ABOVE FINISH c� /���Do0 I Q II=ITI DESIGNED BY: KLA a " ` III-I GRADE. BOTH SIDES DRAWN BY: RK 0 111=111° 0 1111 • =til :. I! ; 1=1Ti=1 CHECKED BY: SK � -ITI-III . •> • • °°• III=III=1II ITI=III •.^ • ° �• ° �� -till I ITi111 1I 11 1 DRAIN ROCK �'`°c: °° – – SEE RETAINING WALL SECTION ` `=-� , > -III-III �� 1 -1 1_I 1 -I i I-ITI II=ITI -ITI-ISI-I TI-I�1=I APPROVED BY: - - - -i ITI-111 F,WFI j lillil 1T1 0 4" PERFORATED DRAIN PIPE CONTINUOUS AT WALL PROJECT NO: 1302 o Ti=III -ITi-ITi-I I-Ii-ITi=1 Y I 1=III=III III=III=III I III=III=III / =III III III Will 1 III-111 1 i ili lit=111 o Ti- -ITi 111=1i1=1i1 AND COLUMN 3 DATE: 10-October-2014 - -ITI =ITi=1 T 1=I =ITi-1 1-1 zITi1 -III 11 II 1 1T11 I 1 ois lil=lil 1-lil–lil-11 I T1=1TI=111=1i1–Iil–lil–lil–I SEE WALL DETAILS FOR FOOTING v.o7 � III-ITI-III ITi-III-ITI III=III=1 I I-ITI-ITI-ITi-� Q -111 1I 1I 1111=1111 11 11 11 11 1=1111 1111ITiITi1 TI-1 11T1ITI-ITI-I UI = - -TI-I I=ITi=1Ti=1 1=ITi-ITi-1 1-ITi-ITi=1 1=ITi=1Ti=T1=1 I NOTE: =TI=1 -ITi= oIII=ITI-ITI=lit III-111=ITi-1 -1 T lit1 T1 T=lit11I I= NOTES: _lil-lil-lig– 111-1i1Iillit-11- �f CONSTRUCTION 1 . ADJACENT CONDITIONS VARY SEE MATERIALS 1. ADJACENT CONDITIONS VARY SEE MATERIALS DETAILS ILI- l PLAN. PLAN. M — — — — — — — — 2. SEE GRADING PLAN FOR SEAT WALL 2. SEE SHEET S1.1 FOR ADDITIONAL ELEVATIONS REINFORCEMENT AND STRUCTURAL CALCULATIONS. 0 " SEAT WALL STONE VENEER COLUMN M 4 2 a 3/4" = 1 ' SECTION 3/4" = 1 ' SECTION 01 J NGVD 29 a- THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I7 — details — kla SPINE PLATE 30° 4'-6" DIA. x 3'-0" DEEP 3 KSI FOOTING 1 , EYPW/#5 @ 9 O.C. EACH WAY AT T&B. 20° TOP OF FOOTING TO BE 12"ABOVE 3/16 TYP. \ TYP' TOP OF SITE GRADE. I 1/4" PETAL PLATES (TYP.) SEE ARTIST'S j- DRAWINGS FOR DIMENSIONS. V11 0 MINIMUM WIDTH AT EACH SIDE OF SPINE Q. L�= PLATE = 6" City of Tigard FULL-PEN3/8 \ "/ SPINE PLATE (TYP.) Downtown Redevelopment SEE ARTIST'S DRAWINGS FOR SECTION A-A / / DIMENSIONS. ABOVE BASE PLATE \ HOLD SPINE PLATES 2" CLEAR OF / BASE PLATE AT EACH END. \ (MINIMUM PLATE DEPTH = 8") SPINE PLATE _ I I I /;3:/16 TO BASE PLATE / 13125 SW Hall Blvd. SPINE PLATE Tigard, OR 97223 / \ TYP. Ph: 503-639-4171 � / REVISIONS / RELEASES -� NO. DATE DESCRIPTION PETAL PLATES FULL-DEPTH 3/16 TO BASE PLATE PARTIAL PEN SECTION A-A PROVIDE A MAX. OF 3/4" GROOVE WELD OF NON-SHRINK GROUT TYP. PETAL PLATE (TYP.) TO LEVEL BASEPLATE. SECTION A-A 3/4"THICK x 4'-0" DIA. BASE PLATE IN (3) 1200 SECTIONS. EACH SECTION HAS (6) 3/4" DIA.x10" (EMBED.) J-BOLT @ BASE PLATE 6" DIA. OPENING FOR ANCHORS. CONDUITS RUCTUjo TIGARD BUD SCULPTURE - STRUCTURAL DETAIL AT FOUNDATION IPNo�Fs�i A14032/03200001 CLC SCALE: 1" ,370 AAI ENGINEERING DATE: 8/21/2014 22014, ALL RIGHTS RESERVED TIGARD BUD SCULPTURE BASE SHEET TITLE OR ON THESE DRAWINGS ARE THE �I afghan associates,inc. DRAWN: CLC / 1qr� `p��� �O PROPERTY OF AAI ENGINEERING FOUNDATION CHECKED: RJA AND ARE NOT TO BE USED OR W, p�po REPRODUCED IN ANY MANNER, E N G I N E E R I N G DETAIL FILE: 03200001.DWG ••• J. EXCEPT WITH THE PRIOR S1 WRITTEN PERMISSION OF AAI 4875 SW Griffith Drive I Suite 300 1 Beaverton,OR 197005 JOB NUMBER: ••• 3O ENGINEERING 503.620.3030 tel 503.620.5539 fax www.aaieng.com EXPIRES: 12/31/15 FREVISION #1 A14032 OF Y LA KOCH LANDSCAPE ARCHITECTURE cn 1621 NORTHEAST SECOND AVENUE a PORTLAND , OREGON 97232 w p503.286.7175 f503.286.7979 0 1-1 to I r TIGARD ENTRYWAY 3 0 MONUMENT 0 W L 0 O cV O M N H Z W J J FOR CONSTRUCTION Q U of W O U W DESIGNED BY: KLA o DRAWN BY: RK i CHECKED BY: SK APPROVED BY: - - - PROJECT - - PROJECT NO: 1302 DATE: 10-October-2014 z O Q of a STRUCTURAL J CALCULATIONS Q LO 0 r2 0 w Q 0 NGVD 29 S1O THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I7 — details — kla Project: Tigard Entryway Monument Date: E)l yz Project: Tigard Entryway Monument Date: S51a-714+ ' SW Main&Pacific Highway Page:1 SW Main&Pacific Highway Page: *�;L, Tigard,OR By: SSW Tigard,OR By: L Client: Koch Landscape Architecture Job #: 214217 Client: Koch Landscape Architecture Job #:214217 ��o�r/Ulm. �Y4�GL✓iC�V i �' � 1NGNt,�M'�n-i I "A City of Tigard Downtown Redevelopment i 7TT 13125 SW Hall Blvd. _I Tigard, OR 97223 !GSD Ph: 503-639-4171 PAq —�_ i� L_l aL� 11�00 N* L REVISIONS / RELEASES NO. DATE DESCRIPTION ov ER-7 UC?_N wl(r PROFFf --------------- �' (�— Ma C9 0 bMa M(Z – Jl0PCF (-7 Fr (L•- O.V513) 9�e�N7 GK��� L, MR. F•S. 1L8c� 3•S a_�. Grummel Engineering LLC—79 SW Oak Street,Portland,OR 97204-Phone: (503)244-7014 Grummel Engineering LLC—79 SW Oak Street,Portland,OR 97204-Phone: (503)244-7014 J3 ••• Project: Tigard Entryway Monument Date: A Entryway Monument Date: D17-711,j__ LA Y SW Main&Pacific Highway Page: 3 Main&Pacific Highway Page: 4 K O C H LANDSCAPE ARCHITECTURE Tigard,OR B d OR J Client: Koch Landsca Landscape y By: 1621 NORTHEAST SECOND AVENUE a p Job #: 214217 troch Landscape Architecture Job #: 214217 PORTLAND , OREGON 9 7 2 3 2 UJ E p503.286.7175 f503.286.7979 L ���%NG- G T ;t(�rU Leo M —` 156,0 7�� TIGARD ENTRYWAY f—� M I,c� o�� c��� MONUMENT T v co w u- I L btAu , N M G-u A ti: a ------- j �,,� c�dur',�z i --- FOR CONSTRUCTION Gt�iG,C-IZ: w W UJ ~ o. 4 a� DESIGNED BY: KLA o GN DRAWN BY- RK Y _ CHECKED BY: SK 2> APPROVED BY: Y PROJECT NO: 1302 DATE- 10-October-2014 z 0 a _J n STRUCTURAL J CALCULATIONS a LO 0 N G—el Engineering LLC—79 SW Oak Street,Portland,OR 97204-Phone: (503)244-7014 Grwmmel Engineering LLC—79 SW Oak Street,Portland,OR 97204-Phone: (503)244-7014 wS1 1 Q NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\klo\active\commercial clients\1302 tigard entryway\drawings\I7 — details — kla :?.I'- 'to L MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ . PHASING OF DEVELOPMENT 1" REBAR FOR BAG REMOVAL FLOW S` CATCH BASIN GRATE 3 WOOD STAKE City of Tigard PLACE WATTLES ALONG SLOPE CONTOURS. Downtown Redevelopment PROFILE JI CATCH BASI D. ��� 60" AREA DRAIN EXPANSION RESTRAINT CATCH BASIN RICE, COCONUT OR EXCELSIOR WATTLES FLOW 13125 SW Hall Blvd. oD —� STAGGER JOINTS Tigard, OR 97223 Ph: 503-718-2466 STORM PIPE------,,...i .^� — — FLOW SECTION DITCH BOTTOM ❑ ° ° REVISIONS / RELEASES A STAKING SPACING 4' O.C. N0. DATE DESCRIPTION °. R° ,• -. » DITCH INLET PLAN VIEW FLOW ❑ FLOW FLOW 2X2 X3/4 RUBBER BLOCKS f �— f ❑ ❑ POLYPROPLENE FILTER SACK (WOVEN) NOTES: s" overlap of bags. ° 1. ADDITIONAL MEASURES MUST BE C1TIGHTLY ABUT ADJACENT WATTLES. CONSIDERED DEPENDING ON SOIL WOVEN POLYPROPLENE SACK TYPES. 0 2. BIO—FILTER BAGS SHOULD BE STAKED WHERE APPLICABLE USING PLAN VIEW �' (2) 1"x2"WOODEN STAKES OR 310 NOTE: APPROVED EQUAL PER BAG. NOTES: FOR FURTHER INFORMATION FOR FURTHER INFORMATION FOR FURTHER INFORMATION 1. STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE ,� STEVEN E. KOCH 1. RECESSED CURB INLET CATCH BASINS ON DESIGN CRITERIA SEE 3. WHEN USING 30" BIO—BAGS TO ON DESIGN CRITERIA SEE a. 1"X2" WOODEN STAKES MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER CHAPTER 4 OF CLEAN WATER b. ADDITIONAL STAKES MAY BE INSTALLED ON CHAPTER 4 OF CLEAN WATER PROTECT A CATCH BASIN YOU MUST SERVICES EROSION PREVENTION OREGON �v FABRIC INLET SACKS. SIZE OF FILTER SERVICES EROSION PREVENTION SERVICES EROSION PREVENTION DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE AND SEDIMENT CONTROL FABRIC INLET SACKS TO BE DETERMINED AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL OR HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. �jy 10/18/93 BY MANUFACTURER. PLANNING AND DESIGN MANUAL. OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. 2. SPACING IN ACCORDANCE WITH DETAIL 940. ,/, PE INLET PROTECTION INLET PROTECTION WATTLES TYPE 5 TYP E 4 Pr\ Services aeanWater Services aeanWater Services 404040 Our commitment is clear. DRAWING N0. 880 REVISED 12-06 Our commitment is clear. rn DRAWING NO. 920 REVISED 12-06 Our commitment is clear. DRAWING NO. 915 REVISED 12-06 LA ••• Q •0• Y KOCH LANDSCAPE ARCHITECTURE I 1621 NORTHEAST SECOND AVENUE J PORTLAND , OREGON 97232 w INLET PROTECTION TYPE 5 (CWS) INLET PROTECTION TYPE 4 (CWS) WATTLE (CWS) p503.286.7175 f503.286.7979 3 2 1 / NTS NTS NTS TIGARD ENTRYWAY 0 MONUMENT L / T O C W U L rr N O M N H Z uiU FOR CONSTRUCTION J a U W O U > DESIGNED BY: KLA Q DRAWN BY- RK CHECKED BY: SK APPROVED BY: - - - PROJECT NO: 1302 0 DATE- 10-March-2015 / z O a o a CONSTRUCTION J W DETAILS J 0_ L7mO8 0 O N O \ W H Q NGVD 29 THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" \\kla—svr\kla\active\commercial clients\1302 tigard entryway\drawings\I7 — details — kla KEYED NOTES: 0 GENERAL NOTES: / 1. IN—GROUND LIGHT FIXTURE AT 2'-0" FROM WALL TO 1. REFER TO LANDSCAPE DRAWINGS FOR EXACT LOCATION EDGE OF FIXTURE. AIM 15° TOWARDS WALL. OF LIGHT FIXTURES. TEEVET 2. STANCTION MOUNT LIGHT FIXTURE AT 44" FROM 2. COORDINATE CONDUIT ROUTE WITH LANDSCAPE SCULPTURE CENTER (AS MEASURED HORIZONTALLY). ARCHITECT AND OWNER. / 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND SHALL 3. LIGHTING CONTROL ENCLOSURE FOR SCULPTURE AND NOT BE USED TO DETERMINE EXACT PLACEMENT OF City of Tigard SIGN LIGHTING. SEE DETAIL 2/E3.0 EQUIPMENT AND CONDUIT ROUTES. COORDINATE WITH Downtown Redevelopment S�QPaF``0"\ 4. EXTEND PLYWOOD BACKBOARD TO ACCOMMODATE LANDSCAPE DRAWINGS. / LIGHTING CONTROL ENCLOSURE. SEE DETAIL 1/E3.0. _ Al �► o �, 5. ROUTE 24V DC WIRING FROM LIGHTING CONTROLENC \ �► TO LIGHT FIXTURES VIA T—TAP VAULT 3/4LOSURE C. SEE DETAILS 2/E3.0, 3/E3.0 AND 4/E3.0N V " FOR ADDITIONAL INFORMATION. 6. PROVIDE 24"X13"X18" DEEP ACCESS VAULT FOR " e G T—TAPPING OF LED 24V POWER AND CONTROL WIRING. Q No 5 13125 W Hall Blvd. "00 T DUOMOLD COMPOSITE BOX WITH BOLT DOWN COVER. S� 7 Tigard, OR 97223 � Q 0 PLACE ON 12" DEEP COMPACTED BED OF 3/4" MINUS / Ph: 503-639-4171 N GRAVEL FILL. CHRISTY#1324-18, OR APPROVED o EQUAL. o 7. ROUTE TAPPED 24V POWER AND CONTROL CONDUCTOR REVISIONS / RELEASES 0 \ TO EACH LIGHT FIXTURE IN DEDICATED 3/4" CONDUIT. NO. DATE DESCRIPTION N (7� NORTH ENTRY — OVERALL PLAN ((J'�� E 2.Q SCALE: 199=40'-0" 0 20' 40' 80' \ QED PRQFF .651 v � ��A GAY 20,AS Q� LIGHTING SCHEDULE yFN A DESCRIPTION: 7" DIA(NOMINAL) IN-GRADE LED FLOOD LIGHT FIXTURE, r EXPIRES 12-31-16 316 MARINE GRADE STAINLESS STEEL CONSTRUCTION, 7 IP68 RATED,LED MODULE CAPABLE OF 360 DEG 5 ROTATION AND UP T020 DEG HORIZONTAL TILT.ARRA A� CERTIFIED. i FF99 A� LENS: CLEAR,STATIC LOAD RATED LENS, IK10 IMPACT RATED. A 1 W PROVIDE WTH LINEAR SPREAD LENS AND WDEANGLE % TYP. W ••• WALL WASH LENS ACCESSORIES. / �j� REYLECTOR: INTERNAL LINEAR SPREAD LENS AND WALL WASH LENS \ \ KOCH LANDSCAPE ARCHITECTURE MOUNTING: IN-GRADE i 1621 NORTHEAST SECOND AVENUE DRIVER: 120V SOLID STATE LED DRIVER. i v 0-1 B �j PORTLAND , OREGON 9 7 2 32 LAMPING: (1)20VV WHITE LED,4,300K � iT _ _ _ _ ��, - p503.286.7175 f503.286.7979 INPUT POWER: 20 VA / 6 NOTES PROVIDE WTH CONCRETE POUR PRE-INSTALLATION JU BOX. T I G A R D ENTRYWAY (E) METER \ B MANUFACTURERS: LUMASCAMASCAPE#L5853LED-20'N4-A-N-82-LH-29-0-09 � i 7 \� LENS ACCESSORY: LS685&LS699 i PRE-INSTALLATION J-BOX: LS6052-K-SP 4 / MONUMENT i 8 DESCRIPTION: 4"DIA(NOMINAL) PEDISTAL MOUNTED LED FLOOD LIGHT E4.0 \/ FIXTURE,CAST ALUMINUM HOUSING, 105 DEG VERTICAL X 365 DEG ROTATION ADJUSTABILITY. 8"MOUNTING 3 PEDISTAL,EXTERNAL GLARE SHIELD. FINISH COLOR AS SELECTED BY OWNER. (E) LTG LENS: CLEAR TEMPERED GLASS CTL E CL. REFLECTOR: ADJUSTABLE LINEAR HORIZONTAL SPREAD OPTICAL ) AN17-L SYSTEM MOUNTING: PEDISTAL MOUNT BALLAST' 120V SOLID STATE LED DRIVER. LAMPING: (1) 19WRGBLED FOR CONSTRUCTION INPUT POWER: 19 VA NOTES PROVIDE IN-GRADE CONCRETE POUR 4"ROUND J-BOX. PROTIDE WTH DMX-PWM CONTROLLER TRANSLATOR AND DMX 4-BUTTION CONTROLLER. MANUFACTURERS: LUMASCAPE#LS432LED-19M4-LH-PWM DESIGNED BY: MKE DRAWN BY: DD CHECKED BY: MG APPROVED BY: SL PROJECT NO: 1302 DATE: 10-March-2015 LIGHTING PLAN- NORTH N L2 O Ln N Ln 6915 SW MACADAM AVE. Lu N SUITE 200 PORTLAND, OREGON 97219 � � 2 NORTH ENTRY — ENLARGED PLAN PHONE: 503.892.1188kL w O E�.O SCALE: 1 "=10'-0" FAX: 503.892.1190 � 0 5' 10' 20' CONTACT...MARK GARAND 013NSLJLTIN13 ENGINEERS Z rn o engineering@mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS NGVD 29 o; p U THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" x:\dWg\kl\3950\395Oe20 Lu OoJ d X A��o• 11 City of Tigard Downtown Redevelopment C\ 4 13125 SW Hall Blvd. Tigard, OR 97223 Ph: 503-639-4171 7 / 8 REVISIONS / RELEASES NO. DATE DESCRIPTION 8 //(/ / A _B D PR �ss SOUTH ENTRY — OVERALL PLAN l \\`� 2 es, p E2. SCALE: 1 "=40'-0" 0 20' 40' 80' �--/ \ 3 / � AF� 20: 1 AV M. LpG EXPIRES 12-31-18 KEYED NOTES: 0 1. IN—GROUND LIGHT FIXTURE AT 1'-0" FROM WALL TO 000 EDGE OF FIXTURE. AIM 107OWARDS WALL. 000 000 2. STANCTION MOUNT LIGHT FIXTURE AT 44" FROM KOCH LANDSCAPE ARCHITECTURE SCULPTURE CENTER (AS MEASURED HORIZONTALLY). 1621 NORTHEAST SECOND AVENUE PORTLAND , OREGON 97232 3. EXISTING CITY DEDICATED CIRCUIT VAULT WITH SPARE / p503.286 .7175 f503.286 .7979 (3) #4 CONDUCTORS FED FROM EXISTING PHOTOCELL / CONTROLLED 30A/1 P CIRCUIT LOCATED IN EXISTING \ SERVICE PANEL LOCATED ALONG THE FANO CREEK TRAIL THIS SIDE OF MAIN STREET. / TIGARD ENTRYWAY 4. LIGHTING CONTROL ENCLOSURE MOUNTED ON PLYWOOD \ MONUMENT BACKBOARD. SEE DETAIL 1/E3.0. \ / 5. INTERCEPT AND EXTEND (2) #4, (1) #4 GND TO LIGHTING CONTROL ENCLOSURE. TERMINATE ON -------- 20A/1 P FUSE. SEE DETAIL 2/E3.0. 6. ROUTE 24V DC WIRING FROM LIGHTING CONTROL ENCLOSURE TO LIGHT FIXTURES VIA T—TAP VAULT IN 3/4" C. SEE DETAILS 2/E3.0, 3/E3.0 AND 4/E3.0 FOR ADDITIONAL INFORMATION. 7. PROVIDE 24"X13"X18" DEEP ACCESS VAULT FOR FOR CONSTRUCTION T—TAPPING OF LED 24V POWER AND CONTROL WIRING. DUOMOLD COMPOSITE BOX WITH BOLT DOWN COVER. PLACE ON 12" DEEP COMPACTED BED OF 3/4" MINUS GRAVEL FILL. CHRISTY#1324-18, OR APPROVED EQUAL. 8. ROUTE TAPPED 24V POWER AND CONTROL CONDUCTOR N DESIGNED BY: MIKE TO EACH LIGHT FIXTURE IN DEDICATED 3/4" CONDUIT. DRAWN BY: DD 2 SOUTH ENTRY — ENLARGED PLAN CHECKED BY: MG E2. � SCALE: 1 "=10'—O" 0 5' 10' 20' APPROVED BY: SL GENERAL NOTES: PROJECT NO: 1302 DATE: 10-March-2015 1. REFER TO LANDSCAPE DRAWINGS FOR EXACT LOCATION OF LIGHT FIXTURES. 2. COORDINATE CONDUIT ROUTE WITH LANDSCAPE LIGHTING PLAN- ARCHITECT AND OWNER. SOUTH `! 3. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE USED TO DETERMINE EXACT PLACEMENT OF o EQUIPMENT AND CONDUIT ROUTES. COORDINATE WITH LANDSCAPE DRAWINGS. 6915 SW MACADAM AVE. Lu SUITE 200 PORTLAND, OREGON 97219 Lu PHONE: 503.892.1 188 reN LL, c FAX: 503.892.1 190 i � � CONTACT...MARK GARAND CONSULTING ENGINEERS Lu rn en ineenn @mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS N GVD 29 g g p Y THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" x:\dWg\kI\3950\3950e21 wv (D r) J i �- x PHOTOCELL TORK #2100 SERIES, INTERMATIC OR P C APPROVED EQUAL. GENERAL NOTES: 1. LIGHTING AND LIGHTING CONTROL SYSTEM AND LIGHTING CONTROL ENCLOSURE ASSOCIATED EQUIPMENT INCLUDING BUT NOT LIMITED 24"H X 20"W X 8"D NEMA TO CONTROLLER, LED POWER SUPPLIES, DMX 3R ENCLOSURE WITH INTERIOR TRANSLATOR AND LIGHT FIXTURES IS BASED ON A MOUNTING PANEL. FULL PIANO COMPLETE SYSTEM AS MANUFACTURED BY LUMASCAPE. HINGE DOOR W/ PADLOCK INTER CONNECTING WIRING AND TERMINATIONS SHALL HASP, SECURED WITH LED POWER SUPPLY O BE AS RECOMMENDED BY THE MANUFACTURER FOR A STAINLESS STEEL SCREWS. COMPLETE AND OPERABLE SYSTEM. City of Tigard B-LINE #24208RHC/N2420P, Downtown Redevelopment HOFFMAN OR APPROVED EQUAL KEYED NOTES: 0 LED POWER SUPPLY O 3.5'H X 3'W X 3/4" PLYWOOD 1. 24V DC CLASS 2 LED POWER SUPPLY. LUMASCAPE PAINTED WHITE W/EXTERIOR LAYTEX #LS LED-24V9GW277. 120V CKT TO LTG. 2. DMX-PWM TRANSLATOR. LUMASCAPE #LS67100 LIGHTING CONTROL ENCLOSURE CONTACTOR DMX-PWM. I I IL _J I I 24"H X 20"W X 8"D DMX TRANSLATOR O2 3. DMW 4-BUTTON CONTROLLER. LUMASCAPE #LS6960. _ I 13125 SW Hall Blvd. I I I I I I I Tigard, OR 97223 Ph- 503-639-4171 5'H (18" EMBEDDED IN CONCRETE) DMX PRESSURE TREATED 4"X4" WOOD POST INTER-TIE 2"x4" PRESSURE i i _ __i 35MM DIN REVISIONS / RELEASES I I I I TREATED WOOD I I I RAIL SUPPORT (TYPICAL) I i i o o N0. DATE DESCRIPTION DMX I I I I r -----� CONTROLLER FINISHED I ------------------- PLAN VIEW 24VDC WIRING PER POWER (FOR LIGHTING SOUTH ONLY) O3 SUPPLY MANUFACTURER GRADE /-SLOPE CONCRETE TO REQUIREMENTS I I I I DRAIN FROM POST 30A/1 P, 120V DIN-RAIL MOUNTED DEAD-FRONT TYPE DMX CTRL CLASS 'J' FUSE HOLDER. POWER SUPPLY WET LOCATION TERMINATION PROVIDE WITH 20A TIME DELAY FUSE. LITTEL FUSE -III—III o f l o l I—III—III—I � I l o l—III—I LFPSJ SERIES, BUSSMAN OR I—III—II .I I . I—III—III—III . I I III—III— APPROVED EQUAL. -III—I I— �; III—III—III—I I I—III—III TO SIGN LIGHT o PPQF 1=III—III - —III—I I I—I I I - -Y - I —III FIXTURES ���G 11 I I EI 11= o I I I=1 =111=11 o 11—III-1 HE — — I EI = El 1 I J — E-1111-1 120V CKT FROM=1 PANEL TO SCULPTURE RGB : s�1 - �12'9 LED LIGHT FIXTURES DIA. SOIL CONCRETE FILL ELEVATION VIEW 24VDC WIRING PER POWER yFN LflC�� SUPPLY MANUFACTURER T-TAP VAULT REQUIREMENTS EXPIRES 12-31-16 LIGHTING CONTROL ENCLOSURE SUPPORT NORTH & SOUTH 2 LIGHTING NORTH & SOUTH CONTROL WIRING ENCLOSURE DETAIL E3.O SCALE: N.T.S. E3.0 SCALE: N.T.S. ICA ••• KOCH LANDSCAPE ARCHITECTURE 1621 NORTHEAST SECOND AVENUE TILT ADJUSTMENT PORTLAND , OREGON 97232 p503.286.7175 f503.286.7979 LOCKING SCREW TIGARD ENTRYWAY MONUMENT 0 LIGHT FINISHED 0 FIXTURE GRADE p C ROTATIONAL a ADJUSTMENT CONCRETE PAD SEE V -' 1 = - � - 17 CONCRETE PAD SEE LOCKING SCREW LANDSCAPE DRAWINGS - - LANDSCAPE DRAWINGS —III=1 I I=III I I=111=III=1 I I =I =1 = I I i 1=I 1=III FOR CONSTRUCTION DIRT III—III—III II—III—III—II DIRT I I=II E-11 —11 =111—I 11=I I I=I =1 II=I —I 11=I I I— CONCRETE BASE SEE WATER TIGHT 1/2" NPT ADAPTER FOR LANDSCAPE CONNECTIONS WATER TIGHT CONNECTION DRAWINGS DESIGNED BY: MKE PRE INSERT BOX DRAWN BY: DD SIDE VIEW CHECKED BY: MG APPROVED BY- SL PROJECT NO: 1302 4" ROU D DATE: 10-March-2015 IN-GROUND 3/4" C. J-BOX CONDUIT SECTION VIEW ELECTRICAL DETAILS 00 M M L2 O N Ln "' 6915 SW MACADAM AVE. Lu 3 SCULPTURE LIGHT FIXTURE MOUNTING DETAIL 4 SIGN LIGHT FIXTURE MOUNTING DETAIL SUITE 200 �-o SCALE: N.T.S. E3.0 SCALE: N.T.S PORTLAND, OREGON 97219 = o PHONE: 503.892.1 188 LL, o FAX: 503.892.1 190Ln � � o CONTACT...MARK GARAND CONSULTING ENGINEERS Z o engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS NGVD 29 o; p U THIS DRAWING IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" x:\dWg\kI\3950\3950e30 Lu OoJ d X �� (E) METER/ SERVICE PEDISTAL ' MLIGHTING CONTROL I City of Tigard ENCLOSURE SEE Downtown Redevelopment DETAIL 2/E3.0 (E) (E) I I LIGHTING CONTROL ENCLOSURE SEE 200A LIGHTING — — — PANEL CONTROL DETAIL 2/E3.0 20A/1P C.B. I 2PA I 13125 SW Hall Blvd. Tigard, OR 97223 (E) CONTROLLED I 1 �� I (E) BREAKERS INTERCEPT AND Ph: 503-639-4171 RECEPTACLES EXTENDTO 2 LIGHTING CONTROL (E) 30A/1 P • CABINET REVISIONS / RELEASES 3,- • I NO. DATE DESCRIPTION TO SCULPTURE AND SIGN LIGHTING 5 I (E) (2)#4, (1)3/4"C. W/ (1)#4 GND. (2)#10, (1)#10 GND. • I (E) BREAKERS (E) TO CHRISTMAS • TREE LIGHTS I $ I D 'PRF�/ NOTE: 9�� I RE—CONFIGURE EXISTING CIRCUIT #4 TO ssi �— BY—PASS EXISTING PHOTOCELL CONTROL 10�� I CONTACTOR. COORDINATE WITH OWNER. 1 2"C. FOR 2O PGE SECONDARY L — — — — yF� M. �_Q� EXPIRES 12-31-16 (E) SERVICE FROM PGE 000 ELECTRICAL ONE — LINE DIAGRAM NORTH 2 ELECTRICAL ONE — LINE DIAGRAM SOUTH KOCH LANDSCAPE ARCHITECTURE SCALE: 120 24OV, 10, 3W SCALE: 120 24OV, 10, 3W 1621 NORTHEAST SECOND AVENUE E4.0 � E4.0 � PORTLAND , OREGON 97232 p503.286.7175 f503.286.7979 PANEL SCHEDULE PANEL SCHEDULE PANEL: (E) PANEL NORTH MKE&ASSOCIATES, INC. MOUNTING: SURFACE PANEL: (E) SERVICE PEDISTAL -SOUTH MKE&ASSOCIATES, INC. MOUNTING: PEDISTAL TIGARD ENTRYWAY FED BY. UTILITY BUS/MAIN: 200A BUS FED BY: UTILITY BUS/MAIN: 100A BUS MONUMENT LOC: NORTH MAIN ST VOLTS PHASE WIRE 200A MAIN C.B. LOC: FANNO CREEK TRAIL VOLTS PHASE WIRE 100A MAIN C.B. 120/240 1 3 120/240 1 3 C DESCRIPTION VA AIP No. A C No. AIP VA DESCRIPTION C C DESCRIPTION VA AIP No. A C No. AIP VA DESCRIPTION C 5 CONTACTOR ON BOARD 100 2011 1 2 2011 1500 RECEPTACLE BY PNL 2 1 TO BOLLARDS 720 3011 1 2 3011 720 TO WALL MOUNT LUMINAIRE 1 5 CONTACTOR ON BOARD 100 2011 3 4 2011 1500 RECEPTACLE BY PNL 2 5 EXISTING LOAD 2500 3011 3 4 3011 200 SCULPTURE LIGHT]NG" 1 5 CONTACTOR ON BOARD 100 2011 5 6 2011 1500 RECEPTACLE BY PNL 2 SPARE 30/1 5 6 3011 SPARE 5 CONTACTOR ON BOARD 100 2011 7 8 2011 1500 RECEPTACLE BY PNL 2 2 GFI RECEPTACLES 2000 30/1 7 8 30/1 1000 GFI RECEPTACLES 2 2 RECEPTACLE ON BOARD 360 20/1 9 10 2011 1500 RECEPTACLE BY PNL 2 5 WALL MTD CTRL CABINET 500 3011 9 10 2011 120 IRRIGATION CONTROL 5 FOR CONSTRUCTION SPACE 11 12 2011 1500 RECEPTACLE BY PNL 2 SPACE 13 14 15/1 50 LIGHT SENSOR 5 SPACE 15 16 15/1 120 IRRIGATION PANEL 5 LOAD CODE(VA) PH A PH B TOTAL (VA) FACTOR CODE LOAD SPACE 17 18 2011 200 SCULPTURE LTG&CTRL"+ 5 1.LIGHTS: 1,440 200 1,640 1.25 2,050 SPACE 19 20 SPACE 2.RECEPTACLE: 0 3,000 3,000 3,000 DESIGNED BY: MKE 3.HEATING: 0 0 0 1.00 0 DRAWN BY: DD 4.KITCHEN: 0 0 0 1.00 0 CHECKED BY: MG LOAD CODE(VA) PH A PH B TOTAL(VA) FACTOR CODE LOAD 5.EQUIPMENT: 620 2,500 3,120 1.00 3,120 APPROVED BY: SL 1.LIGHTS: 0 0 0 1.25 0 6.MOTORS: 0 0 0 — 0 PROJECT NO: 1302 2.RECEPTACLE: 4,860 4,500 9,360 9,360 7.MISC. 0 0 0 1.00 0 DATE: 10-March-2015 3.HEATING: 0 0 0 1.00 0 4.KITCHEN: 0 0 0 1.00 0 TOTAL (VA): 2,060 5,700 7,760 8,170 5.EQUIPMENT: 450 320 770 1.00 770 �," ELECTRICAL LARGEST MOTOR: 0 VA TOTAL LOAD: 32 A CODE DEMAND: 34 A ONE-LINE 6. MOTORS: 0 0 0 0 o #KITCHEN EQUIPMENT 0 7.MISC. 0 0 0 1.00 0 DIAGRAMS NOTES "NEW LOAD x FIRST 10 KVA+50% OF THE BALANCE Ln 0 125% OF THE LARGEST MOTOR+THE BALANCE TOTAL(VA): 5,310 4,820 10,130 10,130 "' 6915 SW MACADAM AVE. Lu LARGEST MOTOR: 0 VA TOTAL LOAD: 42 A CODE DEMAND: 42 A SUITE 200 #KITCHEN EQUIPMENT 0 PORTLAND, OREGON 97219 = o PHONE: 503.892.1 188 W NOTES "NEW LOAD "FIRST 10 KVA+50% OF THE BALANCE ,.,u o FAX: 503.892.1 190 � +PROVIDE NEW CI RCUIT BREAKER `x 125% OF THE LARGEST MOTOR+THE BALANCE CONTACT...MARK GARAND J EERS "' en ineerin @mke—inc.com MECHANICAL AND ELECTRICALSYSTEMSu') N GVD 29 o; E4mO p THIS DRAWNG IS FULL SIZE WHEN 22" X 34" OR IS REDUCED TO HALF SCALE WHEN 11" X 17" x:\dWg\kI\3950\3950e40 Wv O � J �- x