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Casserly Landscape, Inc. ~ CP13009 �� CITY OF TIGARD CHANGE ORDER NO. 1 9 � Project/Contract No.: 2013-92006 Contractor Name &Address: Work Location: Fanno Creek House Casserly Landscape Inc. 2951 SW Mossy Brae Rd West Linn, OR 97068 Contractor and the City of Tigard agree on the quantities 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- Description 1 .Description of the Work(include specification ifnon standard items): Remove hazard trees and grind or treat stumps per attached plan Description of Additional Work Unit Quanti Unit$ Total$ Total amount of this change order $6,715.00 Original contract amount $135,00000 New contract amount /4 �S^ 5s l CITY OF TIGARD O RACTOR Signature: Sig Name: Greg Berry 13 Name: John Casserly L Title:Project Engineer Title: Vice President Date: 6-_2013 Date: i2 ( — / ?" Approved: Page 1 of 2 mnr [J—I—U2UA10154 1 5 I 1015 1 \ S69 5 433s„ - 1015101575 10161 S E\16 h �Q I � 10158 10159 SI841'06'E 10161 39.55, 1 10162 10163 10165 I 10164 0 1o1s3 36' 1 fm W 10165 s 10155 1015 10164 i I 10166 10167 10168 I 10169 tots 2 2 \ 10167 10170 3 WASHINGTON CO. BENCHMARK NO. 41, 1 10171 L 2 ELEVATION: 143.16' I 10172 -069O , 10176 f, N l / 1 10177 142 10178 900 z I SABOX 1 2°3e4r 1 , I 10179 -02 1eti 1 69 10168 ` 1 1 7� I 10215 10216 BOLDING 20386 I 10158 one 10159 TON � � � � OVERHANG � \\ REi. LS 10163 Ono. � O. 2 7 zo38 >> rs \,,7,, 10164 X146 14l o . . . DOORS _ ' \\ 9 10165 1C. RET. W 10170 e HOUSE 20386 , I = ��4Y 10166 10167 1 FF=153.0 y PARCEL 1 ° I o w � m 10168 10162 GARAGE PP 1992-069 20389 20391 6 H 10166 12000 FF=150.8' 20005 3 10287 E LOT 800 20392 W 10288 9 I a — 0429 MAP S-1-02DA 2 m 10289 6 o I \ 20393 - 2 10290 (; I 10291 ; KEYST i��- / cp 95 20002 10292 .I BORDER GRAVEL OVERHANG GRAVEL 4�� ` (' I _ _ 10293 (9 v BGK y — us AP `o 10294 (3 RETE J i ASPHALT �/� PROK IOC OF�,q�s_ �� 20397 0 \ 10295 (3 1 — ^� R 20402 a I p 10296 (7 GRAVEC' 0 � � � _ 20398 �I � � 10297 (4 0 20483 \ \ 'GAS, Q \tip 10298 (4 1 CONCRETE \ \ 20399 W \ 10300 10299 (31 w N I 4 10301 ( \ ' 3) �. toze7 7*e 10302 (3) . 10P86 1mA, T e — 0 I 10306 8' w ---- 10290 �,1y \ Q7 I I 10312 8' 1o29t SPHALT I 10292 10293 20400 2) J 1 I t2000 ( n' -a+W- r"'1 94 \ �� I J I I 20201 \ — ASPHALT ' �= — -0 w 10295 10296 \ \ J I = 1 w 10297 10298 — \20401 ON _ 10299 1 POLE CB-1 T �.00"- _ aw w/IROP 10301 F- _ 0 _ -'�� — 1010330 > 1 10312 _'� ` ce- AX LOT 701 N83°01'00"w 364.46' -�_� ASPHALT S 1* I . I �' v MAP 2S-1-02DA ACCESS _ — —"s T 1 EASEMENT CITY OF TIGARD,OREGON CONTRACT SUMMARY FORM (FORMMUST ACCOMPANYEACH CONTRACT FOR AUTHORIZATION) Contract Title: Fanno Creek House Number:Cp )3 0601 Contractor: Casserly Landcape, Inc. Contract Total: $135,000 Contract Overview: This contract provides exterior improvements including installation of paving, clearing and dgmbbing,landscaping and other incidental work Type: ❑ Purchase Agreement Start Date: June 12, 2013 End Date: June 30, 2014 ❑ Personal Service ® Public Improvement LCRB Award: June 112013 Department: PW/Engineering ❑ IGA ❑ Other: Contract Manage . Quotes/Bids/Proposal: FIRM AMOUNT/SCORE Casserly Landscape $135,000 Columbia Cascade $144,900 Desantis Landscape $157.848 Crown Landscape $151,131 Account String: Fund-Division-Account Project-Fund-Phase Amount FY12/13 420-8000-56005 92006-421-140 $35,000 FY13/14 420-8000-56005 92006-421-140 $100,000 TOTAL $135,000 Approvals Department Comments: Casserly Landscape was found to be the low responsive bid Department Signature: Purchasing Comments: Purchasing Signature: City Manager Co s: City Manager Signature: zfA UAL After securing all required approvals, forward original copy to the Contracting and Purchasing Office along with a completed Contract Checklist. ` cep l3c)oc� n City of Tigard 13125 SW Hall Blvd Tigard,Oregon 97223 Phone: (503)639-4171 Fax: (503)684-7297 CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF FANNO CREEK HOUSE SITE IMPROVEMENTS PROJECT No.: 92006 � Approved by.Ml ael S rfe,P.E.,City Engineer BID PROPOSALS DUE&BIDS OPEN: TUESDAY,MAY 14,201.3-2:00 PM Version: April 22, 2013 41 CITY OF TIGARD, OREGON CONTRACTDOCUMENTS FANNO CREEK HOUSE SITE IMPROVEMENTS DATE DUE: Tuesday,May 14, 2013 TIME DUE: 2:00 pm Envelopes must be scaled and marked with protect title. Bidders must submit one (1) original bid. If a bid exceeds $100,000,Bidders must subirut a First Tier Subcontractor Disclosure Form,provided in this packet,to the City no later than 4:00 pm,Tuesday,May 14, 2013. PROJECT MANAGER: QUESTIONS REGARDING THE BID: Greg Berry Joe Barrett,Sr. Management Analyst City of Tigard, Public Works Engineering City of Tigard, Contracts and Purchasing Office Phone: 503-718-2468 Phone: 503-718-2477 Fax: 503-624-0752 Fax: 503-684-2797 Email: aeg@ngard-or.gov Email: ioseph@tigard-o� SUBMIT BIDS TO: Joe Barrett, Sr. Management Analyst City of Tigard—Utility Billing Counter 13125 SW Hall Blvd Tigard, Oregon 97223 2 Page CITY OF TIGARD ADVERTISEMENT FOR BIDS FANNO CREEK HOUSE SITE IMPROVEMENTS The Cite of Tigard will receive sealed bids from qualified firms at Tigard City- Hall's Utility Billing Counter at 13125 SW Hall Blvd., Tigard, Oregon 97223 until 2:00 pm local rime, Tuesday, iViay 14, 2013 for the Fanno Creek House Site Improvements construction project Bids will be opened and publicly read aloud unmediately after the bid's closing time and date at Tigard City Hall. The project,which provides exterior improvements to a city-owned house generally consists of the following: 1. Installation of paving including Grass-Pavers and pervious pavers. 2. Clearing and grubbing 3. Landscaping,irrigation,signs,bike rack 4. Performance of additional and incidental work as called for by the specifications and plans. A mandatory pre-bid house walk-through and meeting will be held at 1:00 pm local time,Thursday,May 2,2013 at the site located at 13335 SW Hall Blvd. Tigard, Oregon 97223. Parking is available at City Ball. Any firm wishing to bid on the project must be represented at the pre-bid walkthrough or their bid will be deemed nonresponsive. Pursuant to Tigard Public Contracting Rule 30.055, all bidders must submit a bid security= to the City along with cheer bid in an amount equal to ten percent (10%) of their base bid. In the event a bid exceeds $100,000,Bidders must submit a First Tier Subcontractor Disclosure Form, provided in this packet, to the City no later than 4:00 PM local time, [bid date]. 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 of fully set forth in any contract resulting from tlus 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 530,000 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 subrrutting firm unopened after a contract has been awarded for the required services. Bid packets may be obtained in person at Tigard City Hall's Information Desk located at 13125 SW Hall Blvd.,Tigard, Oregon 97223, or by contacting Joe Barrett, Sr �Janagement analyst, at either (503) 718-2477 or joseph@dgard-or g . 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 Date: `Vednesdav,April 24,2013 Published: The Oregonian Date: Wednesday, April 24, 2013 3 1 Page CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS TABLE OF CONTENTS TITLE PAGE TitlePage----- ------------------------------------------------ --------1 -------------------------------------------- Advertisement for Bids 2 ------------------------------------------------------------------------------------- Table of Content 3 ------------------- 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-----------------------------___--------------------------------------23 Attachment C Bid Certifications 24 --------------------------------------------------------------------------------------------- Attachment D First Tier Subcontract Disclosure Form 25 --------------------------------------------------------- Attachment E Bid Bond Form 26 ----------------------------------------------------------------------------------------------- CONTRACT BOOKLET Attachment F Public Improvement Contract___________________________________________ _27 ---------------------------- Attachment G Performance Bond Form 40 - -------------------------------------------------------------------------------- Attachment H Payment Bond Form _______________________________42 -------------------------------------------------------- Attachment I Supplementary General Conditions________________________________________________________ Attachment J Special Provisions-------------_------_---------------------------------------------------------------- Attachment K Permits 46 Attachment L Easements 47 ------------------------------------------------------------------------------------------------------- Attachment M Standard Details------------------------------------- ----48 ----------------------------------------------------- Attachment N Oregon BOLI Prevailing Wage Rates_________________________________________________ Included DRAWINGS Fanno Creek House Site Improvements Drawings,prepared by Group Mackenzie,pages C1.0, C1.1, C2.1, C2.2, C8.1 dated October 25, 2012 with specifications. Drawings,prepared by Mears Design Group,pages L1 through L5 with specifications. 4 1 Parc SECTION 00120 - BIDDING REQUIREMENTS AND PROCEDURES This Section replaces Section 00120 of the 2008 edition of the Oregon Standard Specifications for Construction. 00120.00 Bid Closing Time and Date-The advertisement,included in the Bid Booklet sets the deadline date and time for submitting bids. (a) Pre-Bid Meeting A mandatory, pre-bid site walkthrough and unll be held at the time and place stated in the advertisement. Any firm-wishing to bid on the project must be represented at the pre-bid walkthrough or their bid will be deemed nonresponsive. Statements made by the City at the Pre-Bid Meeting are not binding on the City unless confirmed in an addendum 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 lune free of charge at: httn•//,,vw%v oregon.gov/ODOT/HWS'/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 Supplementary General Conditions__________________________--------------------------------------Included in the Bid Booklet Oregon Standard Specifications Version 2008 -Volume 2------------------------------------Available from ODOT (See web site address above) 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 Cerufications • First Tier Subcontractor Disclosure • Bid Bond By, signing the Certificate of non-collusion,Bidder certifies that this bid/proposal has been amved at independently and has been submitted ovithout collusion designed to limit independent bidding or competition. 00120.15 Examination of Work Site and Solicitation Documents; Consideration of Conditions to be Encountered-Before submitting a Bid,Bidders shall carefully examine the site of the proposed Work, the Bid Booklet,Plans,and Specifications. Bidders shall also contact Utility owners to verify all Utilities'anticipated 5 1 Pane 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 perforin the Work,and understands the conditions to be encountered in perforrrung 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 Protect will not be binding. To be binding,interpretation of the Plans and Specifications by the City must be made by written Addendum furnished to all Holders of Bidding Plans according to 00120.30. Notification of erroneous or incomplete Plans or Specifications shall also be submitted to the Procurement Office. Such notification shall also be made in sufficient time for the City to make any necessary modifications and issue Addenda to Bidders prior to Bid Closing. (b) Protest of Specifications or Terms-A bidder who believes any specifications or terms detailed in the bid packet or sample contract(Attachment F are unnecessarily restrictive or limit competition may submit a protest in writing,to the Procurement Office. A protest may be submitted via facsimile. Any such protest shall include the reasons for the protest and shall detail any proposed changes to the specifications or terms. The Procurement Office shall respond to any protest and,if necessary,shall issue any appropriate revisions,substitutions,or clarification via addenda to all interested Bidders. To be considered,protests must be received at least seven- (1) 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 Fanno Creek House Site Improvements—May 14,2013 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 mai-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 subrrutted for clarification and a decision issued under subparagraph (a)above 00120.16 Material,Equipment, and Method Substitutions -When the Contract specifies certain Materials,Equipment,and/or methods,the Bidder shall include those Materials,Equipment,and/or methods in the Bid unless the Engineer has issued an Addendum granting approval to substitute. The procedure for requesting approval is as follows: (a) Written Request-If a Bidder proposes to use TMaterials, Equipment and/or methods other than those specified, the Bidder shall send a written request to the Engineer, at least seven Calendar Days 61Page prior to Bid Opening,including complete descriptive and technical information on the proposed Matenals,Equipment and/or methods. (b) Functional Similarity-Nfatcrials and Egwpment 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 Alaterials,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. 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 linuts for the Project without the approval of the City. If a Bidder obtains approval before submitting a Bid, use of the property will be at no cost to the Contractor,or at a cost stated by the Engineer upon granting approval, as confirmed by Addendum. If approval is not obtained before submitting a Bid, and the Contractor proposes to use City-owned property outside the normal Right-of-Way limits, then use of the property may be approved by the Engineer,but the Contractor will be assessed fair market value, as determined by the Engineer, for use of the property. (c) Restrictions on Use - Contractors shall comply with all applicable laws, ordinances, and regulations pertaining to use of City-owned property, and shall: • Not cause unreasonable impacts on traffic and other facility users. • Clean up all hazardous materials deposited by, or resulting from, Contractor operations. • Be responsible for all costs associated with use of the property. 00120.20 Interpretation of Quantities in Bid Schedule -Quantities appearing in the Bid Schedule are approximate and are provided only for comparison of Bids. The City does not warrant that the actual 7 1 Page individual items,amount of Work,or quantities will correspond to those shown in the Bid Schedule. Pay-hent to the Contractor will be made only for actual quantities of Work performed and accepted or MatenaLs furnished and accepted,as required by the Contract. Quantities of Work to be performed and Materials to be furnished may each be increased,decreased,or omitted as provided in 00120.30 and 00140 30. 00120.25 Subsurface Investigations -If the City or its consultant has conducted subsurface or geologic investigations of the proposed Project Site,the results of the investigations may be included in written reports. If reports have been prepared,copies will be available at the Engineer's office If the City has retained subsurface samples, they will also be available for inspection Bidders and the Contractor may make arrangements for viewing the samples through die City's office The avadabihty of subsurface information from the City is solely for the convenience of the Bidder and shall not relicvc the Bidder or the Contractor of any risk, duty to make exarninations 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 Citi-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 72 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 ase 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 Bidders is stating their conformance with all requirements of the Invitation to Bid which will be incorporated into any subsequent contract. Failure to comply with all requirements set forth in the Invitation to Bid may result in the rejection of a bid. Bidders may refer to the following Subsections for requirements that may affect bidding considerations: • 00120.80,Preference for Oregon Resident Bidders • 00130.80,Restrictions on Commencement of Work • 00150.55, Coordination of Work • 00150.75,Protection and Maintenance of Work • 00160.20(a),Buy America • 00160.20(b),Buy Oregon • 00 180.20,Subcontracting Limitations 8 11 ge 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 confirn-iation 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 entn,lined out and correct entr},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- :111 Bids shall be accompanied by a Bid guaranty in the amount of 10% of the total amount of the Bid. The Bid guaranty shall be either a Surety bond, irrevocable letter of credit issued by an insured institution as defined in ORS 706.008 or security in the form of a cashier's check or certified check made payable to the Agency. (see ORS 279C.365(4)). If a Surety bond is submitted,Bidders shall use the Agency's standard Bid Bond form included with the paper Bid Booklet. Bidders shall submit the bond with original signatures and the Surety's seal affixed. The Bid guaranty shall be submitted by mail, delivery service, or hand delivered to the offices and addresses,and at the limes 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 refected. (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, subrrut to the agency, on a form provided by the Agency, a disclosure identifying any 9 1 Page first-tier Subcontractors that will furnish labor or labor and 'IMaterials,and w=hose contract value is equal to or greater than: • 5% of the total Project Bid, but at least$15,000; or • S350,000, 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"NODE" or by filling in the appropriate check boa 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 subnutted 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 numbergiven in the Bid Booklet. Subcontractor Disclosure Forms submitted by any method will be considered late if not received by the Procurement Office witlun 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. 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 «Till 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 prionty treatment,please mark as follows. Fanno Creek House Site Improvements Tuesday,May 14,2013 -2:00 pm City of Tigard—Utility-Billing Counter Attn• Joe Barrett,Sr.3'\4anagement Analyst 13125 SW Hall Blvd. Tigard, Oregon 97223 10 1 Page Bidders shall include their fine name and address on die outside of the envelope. It is the bidder's responsibility to ensure that bids are received prior to the stated closing time. 1'he City shall not be responsible for the proper identification and handling of any bids submitted incorrectly. (c) Bid Opening-Bids will be opened immediately following the deadline for receiving bids as stated in the :advertisement in Tigard City Hall Bidders may be present;however,award decisions will not be made at the opening. 00120.60 Revision or Withdrawal of Bids: (a) Modifications to Bids -In accordance with Tigard Public Contracting Rule 30.070 (A), a Bid may, be modified after submittal so long as the modification 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. The ensure integrity of the bidding process, the modification must be delivered to the Cit,'s Procurement Office in a sealed envelope that is marked `BID MODIFICATION" and list the original bid title and closing date. (b)Withdrawal of Bids -Tigard Public Contracting Rule 30 070 (B) allows for the withdrawal of a bid so long as the bidding company submits a withdrawal request in writing on company letterhead and signed by a company representative prior to the time and date of bid closing. The withdrawal request shall be delivered to the City's Procurement Office and the bid shall be returned,unopened, to the requesting bidder. 00120.65 Opening and Comparing Bids-Bids will be opened and the total price for each Bid will be read publicly at the time and place stated in the Advertisement for Bids. Bidders and other interested parties are invited to be present Bids for each Project will be compared on the basis of the total amount of each Bid. The total amount of the Bid will be the total sum computed from quantities listed in all Bid Schedules times unit prices entered by the Bidder. In case of conflict between the unit price and the corresponding extended amount, the unit price shall govern,and the City may make arithmetic corrections on extension amounts. When an error(s)is made in extending total prices,the unit bid price will govern. Bidders are cautioned to recheck their bid for possible error(-,). Error(s) discovered after opening cannot be corrected by the bidder and the contractor will be required to perform to 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 io 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). • Eacln 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. 11 hao-c • 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 Stare-funded or locally funded Projects,with the exception of Aggregate production and landscape Projects (not required on Federal-Aid Projects) • A disclosure of first-tier Subcontractors,if required under 00120.40(f),is not received within two working hours of the time Bids are due to be subrrutted, 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 subrrnssion 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" mc-ans a Bidder who is not a Resident Bidder as defined above. In determining the lowest Bid, the City will, for the purpose of awarding the Contract,add a percentage increase to the Bid of a Nonresident Bidder equal to the percentage,if any,of the preference given to that Bidder in the state in which the Bidder resides (ORS 279A.120) The percentage preference applied in each state will be published on or before January 1 of each year by the Oregon Department of Administrative Services. The City may rely on these percentages without incurring liability to any Bidder (ORS 279A.120). This increase will only be applied to determine the lowest Bid,and will not cause an increase in payment to the Contractor after Award of the Contract. 00120.90 Disqualification of Bidders -The Bid(s) of a disqualified Bidder will be rejected. Any of the following reasons is sufficient to disqualify a Bidder: • More than one Bid is submitted for the same Work by an Entity under the same or different name(s). • Evidence of collusion among Bidders. Participants in collusion will be found not 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 279C.365(1)(k), ORS 701.055, and ORS 671.530). The Bidder's registration number and expiration date shall be 12 1 Page shown in the Bid form,if requested Failure to furnish the registration number,if requested,will render the Bid non-responsive and subject to rejection. (not regwred on Federal-_lid 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). 120.95 Public Records -All bid material subnutted 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. 131I' age 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 refect 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 resen-es the right,as alloy;-ed under Tigard Public Contracting Rule 30.085 (B) to waive any and all minor informalities that inay anse in relation to this bid process. Minor infonnahties 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 inforniahties involving unit pricing (c) After opening and reading Bids,the Agency will check them for correct extensions of urut 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 detemunation is made that a Contract is to be awarded,the Contract will be awarded to the lowest responsible Bidder_ For the purposes of this Section, "lowest responsible Bidder" means the lowest Bidder who is not on the list created by the Construction Contractors Board according to ORS 701,and who has• • Substantially complied with all prescribed public bidding procedures and requirements. • Available the appropriate financial,Materials,Equipment, facility and personnel resources and expertise, or ability to obtain the resources and expertise, necessary to indicate the capability of the prospective Bidder to meet all contractual responsibilities. • A satisfactory record of performance. • A satisfactory record of integrity. • Qualified legally to contract with the Agency. • Supplied all necessary information in connection with the ingtun-concerning responsibilit<•. If a prospective Bidder fails to promptly supply information requested by the agency concerning responsibihty, 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. 14 1 Piga The City 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 affirnung 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 awmd 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 to all lower bidders are ineligible for award because thgy 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 warded the Contract, the successful Bidder shall furnish a Performance Bond and a Payment Bond of a Surety authorized to do business in the State of Oregon as required by Tigard Public Contracting Rule 30.190(A). The successful Bidder shall submit the standard bond forms,which are bound in the Contract booklet. Faxed or photocopied bond forms will not be accepted. The amount of each bond shall be equal to the Contract Amount. The Performance Bond and the Payment Bond must be signed by the Surety's authorized Attorney-in-Fact, and the Surety's seal must be affixed to each bond. A power of attorney for the Attorney-in-Fact shall be attached to the bonds in the Contract booklet, which must include bond numbers,and the Surety's original seal must be affixed to the power of attorney. Bonds shall not be canceled without the City's consent, nor will the City normally release them, prior to Contract completion. When a coating system warranty is required by 00594.75, the Contractor shall furnish a supplemental warranty performance bond, in addition to the regular Performance Bond for the Contract to the City, executed by a surety authorized to do business in the State of Oregon. The supplemental warrant=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 15 1 P ,igC 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 Agency. 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_ _k 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 onginal seal shall be affixed to the power of attorney. A copy of the supplemental warranty performance bond is included near the Eront of the Special Provisions. Upon Third Notification,the supplemental warranty performance bond shall become effective and shall continue in full force and effect until the City has advised the Contractor that: • There are no coating system defects; or • If the Contractor has been notified that there are coating system defects, the defects have been repaired by the Contractor to the satisfaction of the City as specified under the coating system warranty and the full warranty period has expired. Supplemental warranty performance bonds cannot be canceled nor can they be released due to possible claims. (b) Certificates of Insurance -The successful Bidder shall furnish the City certificates of insurance applicable to the Project,according to 00170.70. The insurance coverages shall remain in force throughout the performance of the Contract and shall not be allowed to lapse without pnor 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 rhe 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 perforin a construction project that includes landscape contracting as a portion of the project if the landscape contracting is subcontracted to a licensed landscaping business as defined in ORS 671.520. (4) A landscaping business may bid on a Project or perform a Contract that includes the phase of landscape contracting for which it is not licensed if it employs a landscape contractor, or subcontracts with another licensed landscaping business,licensed for that phase. 16 1 11 ,i e (e) Business Tax and Federal Id No. Required-The Cir\-of Tigard Business Tax is required from successful Bidder Chapter 5.4 of the Tigard Murucipal 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 Nurnber 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. (c) Contract_After the award,the Contractor and the City will enter into a public improvement contract incorporating the terms and conditions of the Public Improvement Contract and the bid response. Vendors taking exception to any of the contract terms shall submit a protest or request for change in accordance with Section 0012015(b)"Protest of Specifications or Terms"or their exceptions will be deemed waived 00130.60 Failure to Execute Contract and Bonds -Failure of the successful Bidder to execute the Contract and provide the required certificates,certifications,and bonds may be cause for cancellation of the Award,and may be cause for forfeiture of the Bid guaranty under ORS 279C.385. Award may then be made to the next lowest responsible Bidder, the Project may be re-advertised,or the Work may be performed otherwise as the City decides The forfeited Bid guaranty will become the City's property,not as a penalty but as liquidation of damages resulting from the Bidder's failure to execute the Contract and provide the certificates,certifications,and bonds as required by these Specifications. 17 1 Paige 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`Fork is to be done,nor move TIaterials,Equipment,or workers onto that Project Site The Contractor will not automatically be entitled to extra compensation because the commencement of XX'ork 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). 18 1 11iigc o ATTACHMENT A PROPOSAL CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS 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: Fanno Creek House Site Improvements Due Date: Tuesday,May 14,2013 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 Site of hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project in strict accordance with the Contract Documents for the Basic Bid as follows: and /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 of the works,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. The Undersigned agrees that the final Time of Completion shall be 30 calendar days after the Notice to Proceed is issued. Accompanying herewith is a Bid Security which is equal to ten percent (10%) of the total amount of the Basic Bid. 19 1 Page BID SCHEDULE FANNO CREEK HOUSE SITE IMPROVEMENTS City of Tigard Parks Project 13335 SW HALL BLVD (2S102DA00800) Item No Description Quantity Unit Unit Price Item Total 1 Fanno Creek House Site Improvements 1 LS $ $ 06=0 Project Total $ 35 , Dollars BID TOTAL IN WORDS 1tubmittal bmittal of bid security in the amount of 10%of the bid for bids over$10,000 2knowledgement of addenda form 3dication of resident/non-resident bidder in the proposal section 4 of first tier sub-contractors disclosure form for project over$100,000 Requirements#1,#2 and#3 are due at 2:00 PM,requirement#4 is due no later than 4:00 PM on the bid opening date 20 1 Page The Undersigned agrees, if awarded the Contract, to execute and deliver to the City of Tigard, within ten (10) days after receiving the Contract forms, a satisfactory Performance Bond and a satisfactory Payment Bond each in an amount equal to one hundred percent (100%) of the Contract sum, using the forms ppy�o by the City. The sure (les) equested to issue the Performance Bond and Payment Bond will be CJS The Undersigned hereby authorizes said surety(ies) ompany(ses) to chs clo any inf matron 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 of 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 of 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 thea' opening of the Bid. The Undersigned HAS ❑ HAS NOT (check apphcable 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 4S ❑ HAS NOT (check appkcable status) complied with any Affirmative Action Requirements included within the procurement documents. The Undersigned agrees, if awarded a contract, to comply with the provisions of ORS 279C.800 through 279C.870 pertaining to the payment of the prevailing rates of wage. The Unde ngned's CCB registration number is ►5 with an expiration date of As a condition to submitting a bid, a Contractor must be registered with the Oregon Constructs n Contractors Board in accordance with ORS 701.035 to 701.055, and disclose the registration number Failure to register and disclose the number will make the bid unresponsive and it will be rejected unless contrary to federal law The Undersigned further certifies that Undersigned shall provide proof to the City prior to the beginning of any of the work that the Undersigned has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The successful Bidder hereby certifies that all subcontractors who will perform construction work as described in ORS 701.005(2) were registered with the Construction Contractors Board in accordance with ORS 701.035 to 701.055 at the time the subcontractor(s) made a bid to work under the contract. 21 1 Parc The successful Bidder hereby certifies that,in accordance with the Worker's Compensation Law of the State of Oregon,its Worker's Compensation Insurance provider is 5A 1-r .Policy No. 8:;L �D � and that Undersigned shall submit Certificates of Insurance as required. Name of Company: Company Address: n q-&f�> Federal Tax ID: Q� �� .2 tZ Telephone: Fax: (SEAL) I attest that I have the authority to commit the firm named above to this Bid amount and acknowledge that the firm meets the qualifications necessary to perform this Work as outlined in the Invitation to Bid. I understand that I will be required to provide necessary information to verity that the firm meets these qualifications if selected for the subsequent Agreement. Authorized Signature: A4,-�V). Printed Name&Title: V �. Date: 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. 22 1 Page ATTACHMENT B ACffiVOWLEDGMENT OF ADDENDA CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS I/WE HAVE RECEIVED THE FOLLOWING ADDENDA: If none mceived, waste `None Received' 1. �ULI f 3. AAdtn&UYh-.g.5 2. AAALVI Aim, pi 4. Filler l�t� 5 � l4 - 13 ate Si ature of Proposer Title 6uk i,. I A V%ti A-po- .1p.CM Corporate Name 23 Page ATTACHMENT C BID CERTIFICATIONS CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS NON-DISCRIMINATION CLAUSE The Contractor agrees not to discriminate against any client, employee or applicant for employment or for services,because of race,color,religion,sex,national origin,handicap or age with regard to,but not limited to, the following employment upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or termination; rates of pay or other forms of compensation; selection for training; rendition of services. It is further understood that any contractor who is in violation of this clause shall be barred from receiving awards of any purchase order or contract from the City,unless a satisfactory showing is made that discriminatory practices have terminated and that a recurrence of such acts is unlikely. Agreed by: Firm Name: Address: O. Officer's s ature• Type or print officer's name: 24 1) agc ATTACHMENT D FIRST TIER SUBCONTRACTOR DISCLOSURE FORM CITY OF TIGARD PROJECT NAME: FANNO CREEK HOUSE SITE IMPROVEMENTS BID#: BID CLOSING:Date: May 14,2013 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 H&Lk 2) x�`'" ROL lam CV 3) $ L.s7 NUL l 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 id n e): Contact name: Phone 25 1 Page ATTACHMENT E BID BOND CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS We Casserly Landscape, Inc. as "Principal," (Name of Principal) and Old Republic Surety Company an Wisconsin 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, administratots, successors, and assigns to pay unto the Ciry of Tigard ("Obligee") the sum of Ten Percent of Total Amount Bid and No /100 Dollars (S 10%of Amount Bid). WHEREAS, the condition of the obligation of this bond is the Principal has submitted it bid or proposal to the Obligee in response to Obligee's solicitation for the project identified as Lower Cherry Dr. Sewer Extension 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'i'o) 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 Obligec 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, use have caused this instrument to be executed and sealed by our duly authorized legal representatives dus 7th day of May 2013 PRINCIPAL: Casserly Landscape, Inc SURETY: Old Republic Surety Company By: BY ATTORNEY-IN-FACT Signature Kelly M Niemela Printed Name &Title P teda e , Attest l_ i'•' Si ature 10 SW Greenburg Rd, Suite 640 Address Tigard, OR 72 City State Zip- 26 P ,r * OLD REPUBLIC svxETY COMPANY *** ** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS. That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint TORY DITTMAN,KELLY M NIEMELA,MARK R ALLEN,OF PORTLAND,OR its true and lawful Attomey(s)-m-Fact,with full power and authority,not exceeding$20,000,000,for and on behalf of the company as surety,to execute and deliver and affix the seal of the company thereto(if a seal is required),bonds,undertakings,recognizances or other written obligations in the nature;thereof,(other than bail bonds,bank depository bonds,mortgage deficiency bonds,mortgage guaranty bonds,guarantees of installment paper and note guaranty bonds,self-insurance workers compensation bonds guaranteeing payment of benefits,asbestos abatement contract bonds,waste management bonds,hazardous waste remediation bonds or black lung bonds), as follows- ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED AN AGGREGATE OF TWO MiLLION FIVE HUNDRED THOUSAND($2,500,000)-------FOR ANY SiNGLE OBLIGATION,REGARDLESS OF THE NUMBER OF INSTRUMENTS ISSUED FOR THE OBLIGATION and to bind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attomeys-in-Fact,pursuant to these presents,are ratified and confirmed This document is not valid unless pnntedon colored background and is multi-colored This appointment is made under and by authonry of the board of directors at a special meeting held on February 18,1982 This Power of Attomey is signed and sealed by facsimile under and by the authonty of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982 RESOLVED that,the president,any vice-president,or assistant vice president,in conjunction with the secretary or any assistant secretary,may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds,undertakings,recognizances,and suretyship obligations of all kinds,and said officers may remove any such attomey-m-fact or agent and revoke any Power of Attomey previously granted to such person RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i)when signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary,or (u)when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attomey-in-fact or agent,or (ui)when duly executed and sealed(if a seal be required)by one or more attomeys-m-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attomey issued by the company to such person or persons RESOLVED FURTHER,that the signature of any authorized officer and the seal of the company may be affixed by facsirmle to any Power of Attorney or certification thereof authonzing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company,and such signature and seal when so used shall have the same force and effect as though manually affixed iN WITNESS WHEREOF,OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 30TH day of APRIL,2013 w„w OLD REPUBLIC SURETY COMPANY s 4e- 4 r �Cp.M.�.� ake— ?O�, SEAL ' r Ass ai secretary �l :;qa STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS p4`�+ ;, '� President On this 30TH day of APRIL,2013 personally came before me, Alan Pavlic and Phyllis M Johnson ,to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument,and they each acknowledged the execution of the same,and being by me duly sworn,did severally depose and say, that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation a +ptAq�'i Ar,e��N rNotary Public My commission expires 9/28/2014 CERTIFICATE 1,the undersigned,assistant secretary of the OLD REPUBLIC SURETY COMPANY,a Wisconsin corporation,CERTIFY that the foregoing and attached Power of Attomey remains in full force an&hids not been revoked,and furthermore,that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force w � 77-5120 Signed and sealed at the City of Brookfield,WI this day of Q 2`i�r'te..o.sri toe g, SEAL As5,51anl SC4i LA PORTE AND ASS&'JATES INC 22851-W ATTACHMENT F PUBLIC IMPROVEMENT CONTRACT CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS THIS CONTRACT, made and entered into this 12`x' day of June, 2013, by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Casserly Landscape, Inc. hereinafter called "Contractor",duly authorized to perform such services in Oregon. RECITALS WHEREAS, the City requires services which Contractor is capable of providing,under terms and conditions hereinafter described;and WHEREAS, time is of the essence in this contract and all work under this contract shall be completed within the time period stated in the Bid Proposal;and WHEREAS, the City has sufficient appropriation in the FY 2012-1013 budget for this (or portton of tlus) project. 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 Contract shall consist of the following: 1. General excavation 2. Removal of structures and obstructions 3. Concrete driveways,driveway transitions,curbs,sidewalks and sidewalk ramps 4. Asphaltic concrete pavement and aggregate base 5. Grass pavers and pervious pavement 6. Landscaping,irrigation and site fimushutgs 7. 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 pertain 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, nu mum hourly rate of wage specified by the Commissioner of the Bureau of Labor. 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. The fee shall be paid on or before the first progress payment or 60 days from the date work first began on the contract, whichever comes first. The fee is payable to the Bureau of Labor and Industries and shall be mailed or otherwise delivered to the Bureau at the following address: Bureau of Labor and Industries Wage and Hours Division Prevailing Wage Unit 800 NE Oregon Street, # 32 Portland, Oregon 97232 271Page 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. 3. Pre-Construction Conference The contractor and listed subcontractors shall attend and participate the pre-construction conference described 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 the performance pertaining to this contract, in the City of Tigard, Oregon, and by this reference made a part hereof to the same legal force and effect as if set forth herein in full. The contract documents include the documents with the following tides that are bound in the solicitation documents and the standard documents comprised of the Oregon Standard Specification for Construction, 2008,Volume 1 and Volume 2. Solicitation Documents Advertisement for Bids Bidduig requirements and procedures Award and execution of contract Proposal Acknowledgement of Addenda Bid Certifications—Non-discrimination Clause First Tier Subcontract Disclosure Form Bid Bond From Public Improvement Contract Performance bond Payment bond Supplementary General Conditions Special provisions Drawings Standard Documents General conditions (Oregon Standard Specification for Construction, 2008 Volume 1 as amended by the Special Provisions) Standard Specifications (Oregon Standards Specifications for Construction, Volume2 as amended by Technical Specifications) City of Tigard Public Improvement Design Standards 5. City's Representative For purposes hereof, the City's authorized representative will be Greg Berry, Project Engineer , who can be reached my mail at 13125 SW Hall Blvd., Tigard, Oregon 97223; by telephone at (503) 718- 2468;or via email at greg@tigard-or.gov. 6. Contractor's Representative For purpose hereof, the Contractor's authorized representative will be John Casserly, who can be reached by mail at 2951 SW Mossy Brae Road,West Linn, Oregon 97068 or phone at (503) 638-4646. 281Page 7. Contractor Identification Contractor shall furnish to the City the Contractors employer identification number, as designated by the Internal Revenue Service, or Contractor's social security number,as City deems applicable. 8. Compensation A. Progress Payments: City agrees to pay Contractor One Hundred "Thirty Five Thousand and No/100 Dollars ($135,000.00) for performance of those services provided hereunder, which payment shall be based upon the following applicable terms: The City will pay only for measured Pay Item quantities incorporated into the Work or performed according to the terms of the Agreement. The Contractor understands and agrees that Pay Item quantities listed in the Schedule of Items do not govern payment. Payment constitutes full compensation to the Contractor for furnishing all materials, equipment, labor, and incidentals necessary to complete the Work; and for risk, loss, damage, and expense arising from the nature or prosecution of the Work or from the action of the elements, subject to the provisions of 00170.80. The Contractor shall include the costs of bonds and insurance for the Project in the unit price for each Pay Item of Work to be performed. When the specifications state that the unit price for a Pay Item is compensation for certain materials or work essential or incidental to the Pay Item, the same materials or work will not be measured or paid under any other Pay Item. Contractor shall prepare and submit each month to the City Engineer at 13125 SW Hall Blvd, Tigard, Oregon 97223, a statement of services rendered, indicating the description of each service used in the proposal and the dollar amount of each service completed through the state date, together with a request for payment duly verified by the Contractor's Representative and copies of certified payroll statements Payment by the City shall release the City from any further obligation for payment to Contractor for services performed or expenses incurred as of the date of the statement of services. Payment of installments shall not be considered acceptance or approval of any work or waiver of any defects therein. City certifies that sufficient funds are available and authorized for expenditure to finance costs of this contract during the current fiscal year. Funding in future fiscal years shall be contingent upon budgetary approval by the Tigard City Council. Contractor shall include proof of payment to any and all subcontractors and suppliers with each statement submitted to the City. The City shall retain the right to withhold payments if required proof of payment to subcontractor and suppliers is not included with a statement. As required under State of Oregon Prevailing Wage Rate (PWR) Law, the City shall withhold 25% of any progress payment amounts owed to Contractor if Contractor has failed to file certified statements with the City. B. Timing of Payments: Progress payments, less a five percent retainage as authorized by ORS 279C.555, shall be made to the Contractor within twenty (20) days of the City's receipt of the statement of services. The Contractor agrees that the "Tune of Completion" is defined in the Bid Proposal, and agrees to complete the work by said date. The Contractor and City agree that the City will suffer damages each day the work remains uncompleted after the Time of Completion and that the amount of those damages are difficult to calculate. Contractor and 291Page 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 Tune of Completion. C. Final Payment:The Contractor shall notify the City in writing when the Contractor considers the project complete, and the City shall,within 15 days after receiving the written notice, either accept the work or notify the Contractor of work yet to be performed on the contract. Upon acceptance by the City, the entire balance due to the Contractor, including the retained percentage, shall be paid to the Contractor, by the City within 30 days after the date of said final acceptance. The City shall pay to the Contractor interest at the rate of one and one-half percent per month on the final payment due the Contractor, to commence 30 days after the work under the Contract has been completed and accepted and to run until the date when final payment is tendered to the Contractor. If the City does not, within 15 days after receiving written notice of completion, notify the Contractor of work yet to be performed to fulfill contractual obligations, the interest provided by this subsection shall commence to run 30 days after the end of the 15-day period. As a further conditions of final acceptance, the City may require the Contractor to submit evidence, satisfactory to the City's Representative, that all payrolls, material bills, and other indebtedness connected with the project have been paid, except that in case of any disputed indebtedness or hens, the Contractor may submit in heu 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. 301Page 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 hen or claim to be filed or prosecuted against the City of Tigard, on account of any labor or material furnished; B. The Contractor or the 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 fiuther certifying that no worker employed upon such public work has been paid less than the 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. 311Page 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 321Page 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 famishing medical, surgical, and hospital care or other needed care and attention incident to sickness or injury to the Contractors employees, all sutras 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 jaw,contract or agreement for providing or paying for such service. 14. Earl 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 tertmination. 15. Cancellation with Cause A. City may terminate tlus 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 3311-1age 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 bencfit of creditors of Contractor. Any such termination of this agreement under paragraph (a) shall be without prejudice to any obligations or liabilities of either party already accrued prior to such termination. 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, fads 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 rano 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.3 16. Access to Records City shall have access to such book, documents, papers and records of Contractor as are directly pertinent to this Agreement for the purpose of making audit,examination, excerpts, and transcripts. 17. Work is Property of City All work performed by Contractor under this Agreement shall be the property of the City. 18. Adherence to Law A. Contractor shall adhere to all applicable laws governing its relationship with its employees, including but not limited to laws, rules, regulations, and policies concerning workers' compensation,and minimum and prevailing wage requirements. B. To the extent applicable, the Contractor represents that it will comply with Executive Order 11246 as amended, Executive Order 11141, Section 503 of the Vocational Rehabilitation Act of 1973 as amended and the Age Discrimination Act of 1975, and all rules and regulations issued pursuant to the Acts. C. As provided by ORS 279C.525, all applicable provisions of federal, state or local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of natural resources that affect the work under this contract are by reference 341Page 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(i),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 Admimstration ➢ 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 35111age ➢ Energy,Department of ➢ Environmental Quality,Department of ➢ Fish and Wildlife,Department of ➢ Forestry,Department of ➢ Geology and Mmeral Industries, Department of ➢ Human Resources,Department of ➢ Land Conservation and Development Commission ➢ Parks and Recreation,Department of ➢ Soil and Water Conservation Comrrussion ➢ 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 stake, 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 parry 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. 3611-1age 21. Nonwaiver The failure of the City to insist upon or enforce strict performance by Contractor of any of the terms of this contract or to exercise any rights hereunder shall not be construed as a waiver or relinquishment to any extent of its right to assert or rely upon such terms or rights on any future occasion. 22. Warranties All work shall be guaranteed by the Contractor for a period of one year after the date of final acceptance of the work by the Owner. Contractor warrants that all practices and procedures, workmanship, and materials shall be the best available unless otherwise specified in the profession. Neither acceptance of the work nor payment therefore shall relieve Contractor from liability under warranties contained in or implied by this contract. 23. Attorney's Fees In case suit or action is instituted to enforce the provisions of flus contract, the parties agree that the losing party shall pay such sum as the Court may adjudge reasonable attorney's fees and court costs including attorney's fees and court costs on appeal. 24. Governing Law The provisions of this Agreement shall be construed in accordance with the provisions of the laws of the State of Oregon. Any action or suits involving any questions arising under this Agreement must be brought in the appropriate court of the State of Oregon. 25. Conflict Between Terms It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the proposal of the Contractor, this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. 26. Indemnification Contractor warrants that all its work will be performed in accordance with generally accepted professional practices and standards as well as the requirements of applicable federal, state and local laws,it being understood that acceptance of a contractor's work by City shall not operate as a waiver or release. Contractor agrees to indemnify and defend the City, its officers, agents and employees and hold them harmless from any and all liability, causes of action, claims, losses, damages, judgments or other costs or expenses including attorney's fees and witness costs and (at both trial and appeal level, whether or not a trial or appeal ever takes place) that may be asserted by any person or entity which in any way arise from, during or in connection with the performance of the work described in this contract, except liability arising out of the sole 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 nllegahty 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 371Pa `re 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 (1996 ISO or equivalent). This coverage shall include Contractual Liabnhty insurance for the indemnity provided under this contract. The following insurance will be carred: Coverage Limit General Aggregate $4,000,000 Products-Completed Operations Aggregate $1,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage (Any one fire) $50,000 Medical Expense (Any one person) $5,000 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 jaw 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$100,000 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 RatnnCoverage 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 camer(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. 381Page G. Independent Contractor Status: The service or services to be rendered under this contract are those of an independent contractor. Contractor is not an officer, employee or agent of the City as those terms are used in ORS 30.265. H. Primary Coverage Clarification: All parties to this contract hereby agree that the contractor's coverage will be primary in the event of a loss. I. Cross-Liability Clause: A cross-habilnty clause or separation of insureds clause will be included in all general liability and auto policies required by this contract. Contractor's insurance policy shall contain provisions that such policies shall not be canceled or their limits of liability reduced without thirty (30) days prior written notice to City. 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: Joe Barrett, Sr. Management Analyst 13125 SW Hall Blvd Tigard, Oregon 97223 Email address: loseph@ti�a�d-oror.g_ov 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, unlury, or loss caused by negligence or neglect connected with this contract. 28. Method and Place of Giving_Notice, Submitting Bills and Making Payments All notices, bills and payments shall be made in writing and may be given by personal delivery or by mail. Notices,bills and payments sent by mail should be addressed as follows: CITY OF TIGARD CASSERLY LANDSCAPE,INC. Attn: Greg Berry Attn: John Casserly Address: 13125 SW Hall Blvd Address: 2951 SW Mossy Brae Road Tigard, Oregon 97223 West Lunn,Oregon 97068 Phone: (503) 718-2468 Phone: (503) 638-4646 Fax: (503) 624-0752 Fax: (503) 638-8244 Email Address: gregfa�`tigard-or.gov Email Address: casserlylandscape_, ahoo.com and when so addressed, shall be deemed given upon deposit in the United States mail,postage prepaid. In all other instances, notices, bills and payments shall be deemed given at the time of actual delivery. Changes may be made in the names and addresses of the person to whom notices, bills and payments are to be given by giving written notice pursuant to this paragraph. 29. Hazardous Materials Contractor shall supply City with a list of any and all hazardous substances used in performance of this Agreement That list shall identify the location of storage and use of all such hazardous substances and identify the amounts stored and used at each location. Contractor shall provide City with material 3911' age 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 invand 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 dus 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 Contractor has executed this Agreement on the date hereinabove first written. Approved by Tigard's Local Contract Review Board at their June 11, 2013 business meeting. CITY OF TIGARD CAS E INC. t Signature e 6 1 0 Printed Name&Tide Printed Name&Title l 7/,I`� 2, 13 Date Date 40Pa e ATTACHMENT G PERFORMANCE BOND CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS Bond Number. YFB213099 Project Name: Fanno Creek House Site Improvements Old Republic Surety Company (Surety#1) Bond Amount No. 1: $ 135,000 00 (Surety#2)* Bond Amount No. 2:* $ *If usinS multiple sureties Total Penal Sum of Bond: $ 135,000 00 We Casserly Landscape,Inc as Principal, and the above Identified Surety(ies), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves,our respective heirs,executors,administrators,successors,and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) One Hundred Thirty Five Thousand and NO/100ths**** (Provided, that we the Sureties bind ourselves In such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds Itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the 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 rhe 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, conditions, and provisions of the Contract, in all respects, and shall well and truly and fully do and perform all matters and things undertaken by Contractor to be performed under the contract,upon the terms set forth therein, and within the time prescribed therein,or as extended 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 direct or indirect damages or claim of every fund and description that shall be suffered or claimed to be suffered in connection with or ansing out of the performance of the Contract by the Principal or Its subcontractors, and shall in all respects perform said contract according to law, then this obligation is to 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. Tlus 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. 41 ]' age IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES. Dated this 13th day of June 2013 PRIP ,Cas rly ds,4,Inc. By: Signature Printed ame&Title Attest:-6k ort:f org�W4 44 SURETY. Old 4bfic Surety Company (Add sPgnatures for each surety if using multrple bonds) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each.surety bona) "4�']Iy M. DHEftwla N e S e 10220 SW Greenburg Rd,Suite 640 Address / c Portland,Oregon 97223 City State t ,, 503-239-4116 503-231-9021 Phone Fax 42 1"agc ATTACHMENT H PAYMENT BOND CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS Bond Number. YFB213099 Project Name. Fanno Creek House Site Improvements Old Republic Surety Company (Surety#1) Bond Amount No. 1: $ 135.000.00 (Surety#2)* Bond Amount No. 2:* $ *If using multiple sureties Total Penal Sum of Bond: $ 135,000 00 We, Casserly Landscape,Inc. as Principal, and the above identified Surety(ies), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves,our respective heirs,executors,administrators,successors,and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) One Hundred Thirty Five Thousand and No/100ths (Provided, that we the Sureties bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard, the plans, specifications, terms, and conditions of which are contained in above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Payment bond by reference,whether or not attached to the contract(all hereafter called"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 ansing 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 hen nor claim to be filed or prosecuted against the City on account of any labor or materials furnished; and shall do all things required of the Pnncipal by the lawns of the State of Oregon, then this obligation shall be void; otherwise,it shall remain in full force and effect. 43 1 Page 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 13th day of June 2013 PRI t2��Iny assera nc. By: Signature Printed ame&Title ,?AA0 0, Attestf 1z SURETY: Old R ublic Surety Company (Add signatures for each surety if using multiple bonds) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each surety bona) 1:1 M. la e 10220 Sw Gr nburg Rd,Suite 640 � Address Portland,Oregon 97223 City State Zip 503-239-4116 503-231-9021 Phone Fax 44 Pale * OLD REPUBLIC SURETY COMPANY ***** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint TORY DITTMAN,KELLY M NIEMELA,MARK R ALLEN,OF PORTLAND,OR its true and lawful Attomey(s)-in-Fact,with full power and authority,not exceeding$20,000,000,for and on behalf of the company as surety,to execute and deliver and affix the seal of the company thereto(if a seal is required),bonds,undertakings,recognizances or other written obligations in the nature thereof,(other than bail bonds,bank depository bonds,mortgage deficiency bonds,mortgage guaranty bonds,guarantees of installment paper and note guaranty bonds,self-insurance workers compensation bonds guaranteeing payment of benefits,asbestos abatement contract bonds,waste management bonds,hazardous waste remediation bonds or black lung bonds), as follows ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED AN AGGREGATE OF TWO MILLION FIVE HUNDRED THOUSAND($2,500,000)----------FOR ANY SINGLE OBLIGATION,REGARDLESS OF THE NUMBER OF INSTRUMENTS ISSUED FOR THE OBLIGATION and to bind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attomeys-m-Fact,pursuant to these presents,are ratified and confirmed This document is not valid unless pnntedon colored background and is multi-colored This appointment is made under and by authonty of the board of directors at a special meeting held on February 18, 1982 This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982 RESOLVED that,the president,any vice-president,or assistant vice president,in conjunction with the secretary or any assistant secretary,may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds,undertakings,recognizances,and suretyship obligations of all kinds,and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i)when signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary,or (ii)when signed by the president,any vice president or assistant vice president,secretaryor assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attomey-in-fact or agent,or (iii)when duly executed and sealed(if a seal be required)by one or more attomeys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons RESOLVED FURTHER,that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company,and such signature and seal when so used shall have the same force and effect as though manually affixed IN WITNESS WHEREOF,OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 30TH day of APRIL,2013 OLD REPUBLIC SURETY COMPANY .y� PL?'A�a (q44�� A&+1 r. L Sp vf a SEAL r • As7 Secwary $ t 14t STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS mow.'m"°'A President On this 30TH day of APRIL,2013 personally came before me, Alan Pavlic and Phyllis M.Johnson ,to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument,and they each acknowledged the execution of the same,and being by me duly sworn,did severally depose and say, that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seat of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the Board of directors of said corporation. n j ....— i (I-T-L/W;J— ,%, - ron Vy Or�su� Notary Public My commission expires 9/28/2014 CERTIFICATE 1,the undersigned,assistant secretary of the OLD REPUBLIC SURETY COMPANY,a Wisconsin corporation,CERTIFY that the foregoing and attached Power of Attorney remains in Sill fcrce and has not bezn revoked,and furthermore,that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force 77-5120 Signed and sealed at the City of Brookfield,W1 this rTT i day of Ili u N If0'c..o..a SEAL ' ,w i A55r5Wnl S116 LA PORTE AND ASSOCIATES INC. 22851-W * * SURETY RIDER * * ® OLD REPUBLIC SURETY COMPANY * * * OLD REPUBLIC INSURANCE COMPANY BITUMINOUS CASUALTY OLD REPUBLIC GENERAL INSURANCE CORPORATION TO BE ATTACHED TO AND FORM PART OF Performance Bond and Payment Bond Bond Number YFB213099 (Type of bond) IN FAVOR OF City of Tigard (Obligees) ON BEHALF OF Casserly Landscape, Inc. (Principal) EFFECTIVE June 13.2013 (Original Effective Date) IT IS AGREED THAT, in consideration of the original premium charged for this bond, and any additional premium that may be properly chargeable as a result of this rider, 1. The Surety hereby gives its consent to: Q INCREASE F__J CHANGE THE NAME OF THE PRINCIPAL Q DECREASE 0 CHANGE THE ADDRESS OF THE PRINCIPAL 0 CHANGE THE EFFECTIVE DATE CHANGE THE EXPIRATION DATE ® OTHER Bond Number (of) the attached bond FROM: YFB213099 TO: YFB2130099 EFFECTIVE: June 13,2013 2. PROVIDED, however, that this attached bond shall be subject to all its agree- ments, limitations, and considerations except as herein expressly modified, and that the liability of the Surety under the attached bond and under the attached bond as changed by this rider shall not be cumulative. 3. Signed and sealed this 13th day of June 2013 ACCEPTED BY: Old Republic Surety gaunpany SURETY " 1 . ) (TITLE) Kell M. Niemel ATTORNEY-IN-FACT i ORSC 22381 (1/93) Project Name: Fanno Creek House Site Improvements * ULD REPUBLIC sumTy comPANY *** POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint TORY DITTMAN,KELLY M NIEMELA,MARK R ALLEN,OF PORTLAND,OR its true and lawful Attomey(s)-in-Fact,with full power and authority,not exceeding$20,000,000,for and on behalf of the company as surety,to execute and deliver and affix the seal of the company thereto(if a seal is required),bonds,undertakings,recognizances or other wntten obligations in the nature thereof,(other than bail bonds,bank depository bonds,mortgage deficiency bonds,mortgage guaranty bonds,guarantees of installment paper and note guaranty bonds,self-insurance workers compensation bonds guaranteeing payment of benefits,asbestos abatement contract bonds,waste management bonds,hazardous waste remediation bonds or black lung bonds), as follows ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED AN AGGREGATE OF TWO MILLION FIVE HUNDRED THOUSAND($2,500,000)--------FOR ANY SINGLE OBLIGATION,REGARDLESS OF THE NUMBER OF INSTRUMENTS ISSUED FOR THE OBLIGATION and to bind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attomeys-m-Fact,pursuant to these presents,are ratified and confirmed This document is not valid unless printedon colored background and is multi-colored This appointment is made under and by authority of the board of directors at a special meeting held on February 18, 1982 This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18,1982 RESOLVED that,the president,any vice-president,or assistant vice president,in conjunction with the secretary or any assistant secretary,may appoint attomeys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds,undertakings,recognizances,and suretyship obligations of all kinds,and said officers may remove any such attorney-m-fact or agent and revoke any Power of Attorney previously granted to such person RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i)when signed by the president,any vice president or assistant vice president,and attested and sealed(if a sea]be required)by any secretary or assistant secretary,or (u)when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attorney-m-fact or agent,or (m)when duly executed and sealed(if a seal be required)by one or more attorneys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER,that the signature of any authonzed officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company,and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF,OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this 30TH day of APRIL,2013 OLD REPUBLIC SURETY COMPANY s �f ASS@211101 Secrewry -- � ' SEAL +, • STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS 4%,,M .m" President On this 30TH day of APRIL,2013 personally came before me, Alan Pavlic and Phyllis M.Johnson ,to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above instrument,and they each acknowledged the execution of the same,and being by me duly swom,did severally depose and say, that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authonty of the board of directors of said corporation a ?oragf••t 1/f fen i svp f Notary Public My commission expires 9/28/2014 CERTIFICATE 1,the undersigned,assistant secretary of the OLD REPUBLIC SURETY COMPANY,a Wisconsin corporation,CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked,and furthermore,that the Resolutions of the board of directors set forth in the Power of Attorney,are now in force /� 77-5120 Signed and sealed at the City of Brookfield,WI this day of TUKI�—, SEAL;�# T ASW54lni °MkaimM"� LA PORTE AND ASSOCIXTES INC' 22851-W ATTACHMENT I SUPPLEMENTARY GENERAL CONDITIONS CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS The following provisions supplement and amend the General Conditions (defined in the Agreement). Section 00120,Bidding Requirements and Procedures -Delete the entire secuon. Section 00130,Award and Execution of Contract-Delete the entire section. Section 00150.10(a) Order of Precedence Delete -Delete the entire subsection and replace it with the words "(a) subsection not used." Section 00150.40(a) Cooperation and Superintendence by the Contractor-Add the words, "within the litnitations in Oregon Law regarding public records."to the end of the sentence in bullet item 7. Section 00160.10 -Delete the last sentence 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"City". Section 170.70,Insurance-Delete entire section. Section 170.72 Indemnity/Hold Harmless -Delete entire section. Section 170.94 Use of Explosives -Change the first sentence to read,"The Contractor shall obtain the Engineer's approval and shall comply with all Laws pertaining to the use of explosives." Section 180.20(a) Subcontracting Limitations -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 begun 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 195.10 Steel Material Price Escalation/De-Escalation Clause -Delete entire section. 45 1 Page 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 retailed 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. 46 1 1' agc ATTACHMENT J SPECIAL PROVISIONS CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS ,,Ul 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 00150.40 Cooperation and Superintendence by the Contractor: (a) General Add the following bulleted item to the end of this subsection: • N aintain at the site one set of specifications, full size drawings, shop drawings, and supplemental drawings which shall be corrected as the work progresses to show all changes made. Drawings shall be available for inspection by the Engineer. Upon completion of the contract and prior to final payment, specifications and drawings shall be turned over to the Engineer. 00150.50 Cooperation with Utilities (ADD) (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,which are damaged by the Contractor's operations, shall be restored or replaced to an equal or better condition at the expense of the Contractor. For utility,locate markings, the Contractor shall notify Utility Nodfication 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 utility agencies, which may be affected by the construction operation at least 48 hours in advance that their services will be affected by the work. The following information is included for the Contractor's convenience: Utility Notification Center (503) 246-6699 or (800) 332-2344 Utility Agency Contact Phone Water City of Tigard John Goodrich (503) 718-2596 24-hour (503) 639-1554 Power PGE Ken Gutierrez (503) 570-4412 Damage &Repair (503) 736-5662 Cable Comcast Small Job Ivan Chandler (503) 849-4738 i1ajor Job Brian Every (503) 596-3773 Damage&Repair (503) 617-1212 Telephone Frontier Brandon Kahler (503) 596-3773 Damage &Repair Todd Pease (503) 624-7560 Gas NW Natural Bob Keller (503) 816-0299 Damage &Repair (503) 226-4211 47 1 1' agr 00170.02 Permit, Licenses, and Taxes Add the following bulleted item to the end of this subsection: • The Contractor shall abide by conditions and requirements of the following permits: • Clean Water Service Provider Letter • City of Tigard Erosion Control Permit • Refer to the permit requirements included in the "Supplemental Special Provisions" elsewhere in the bid document 00180.41 Project Work Schedules (ADD) A Type A schedule as detailed in the specifications is required. 00220.02 Public Safety and Mobility Add the following bulleted items to the end of this subsection: • The Contractor shall notify the applicable following agencies and organizations a least ten (10) 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. Emergency Services 911 City, of Tigard Police Department (Non-Emergency) (503) 629-0111 Tualatin Vallev Fire&Rescue Qem,Renfro) (503) 612-7000 United States Post Office (Non-Emergence Services) (503) 968-0753 Or (503) 968-2991 Ututed States Post Office (Emergence Seances) (866) 261-6412 Tigard-Tualatin School District (Terry-Brady) (503) 431-4046 Tri-flier—Road Operations (503) 962-8117 Pride Disposal (Lottie Schmidt) (503) 625-6177 Ext 129 00290.32 Noise Control Add the following to the end of the first paragraph of this subsection: Confine operation of equipment to 8 a.m. through 6 p.m. TNIonday through Friday. 48 1 1) agv ATTACHMENT K PERMITS CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS The City has acquired the following permits for the project. The contractor shall comply with the conditions in the permits. There may be additional perrruts required for this project Comply with the general conditions, special pro,%risions,and technical specifications regarding acquiring and admunsten ng any permits. The work under this contract shall be completed in conformance with all permits. 1. CleanWater Se Vices Connection Permit 2 City of Tigard Erosion Control Permit Sheet C2.2 49 1 Page Storm Water Connection Permit Authorization CleanWater Services Our commitment is clear. ","' '"_Per>mit�Nuinp�er�,�j'=�"•'�k, FaiiekcHouse,F This Authorization to issue a Storm Water Connection Permit,in accordance with the requirements of Resolution and Order 07-20,including section 3.01.2,when signed and dated by the District,verifies that the District has reviewed the construction plans,as submitted by the City,and concurs that they are in accordance with the previously identified design standards and either, 1)the Service Provider Letter(SPL)or, 2)the Sensitive Area Pre-Screening Site Assessment acting as the SPL issued for project and is in compliance with the District's water quality protection standards. This authorizes the Jurisdictional City to issue a Stormwater Connection Permit for the project. If modifications occur after the issuance of this letter which create a violation of the Service Provider Letter,then the Permit becomes null and void. It is the responsibility of the Jurisdictional City to notify Clean Water Services of changes that effect the Service Provider Letter. Service Provider Letter Number: 11-004248 Date of Service Provider Letter: May 3,2012 Map and Tax Lot#: 2S102DA00800 Project Name: DDR 2012-00002 Developer/Applicant: city of Tigard Jurisdictional City: Tigard Comments: 1CO1QcttIM -The-City,-in-accepting-this+Outhodzatio44or-peuaif-,and-author onstruction-of-pprmitted actMtiesrcertifies-thaf— all portions of this project have been designed to CWS Design and Construction Standards, R&O 07-20.and have been reviewed and approved by the Jurisdictional City. Storm Wa r Connection Permit authorized by: Date: 4/12/2013 Jackie Sue flumlWros 1012312007 eve o en an a ew orm Water on eco o m a e onnec ion erm s c e agar - anno ree se- 12-2013 ATTACHMENT L EASEMENTS CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS No easements have been acquired for the project. The contractor shall confine all work to the site. 50 1 Page ATTACHMENT M STANDARD DETAILS CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS The following detail drawings apply-to this project and are hereby made a part of the contract documents. ,U details are shown on the plans. 51 1 1' age ATTACHMENT N OREGON PREVAILING WAGE RATES CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS Magi be downloaded from hrtP•//-,vavvboli state or.us/B0LIPXT1D/PWR/pwr book.shtrnl. 521 Page DRAWINGS AND TECHNICAL SPECIFICATIONS CITY OF TIGARD FANNO CREEK HOUSE SITE IMPROVEMENTS Prepared by Group Mackenzie Sheet No Name Title 1 C10 Title Sheet 2 C1.1 Existing Condinons/Demo Plan 3 C2.1 Site Dcvelopment Plan 4 C2.2 Grading/Erosion Control Plan 5 C8.1 Detail Sheet Technical Specifications for the above plans. Delete"32 84 23-Design/Build Irrigation" 53 Page EANNO CREEK HOUSE SITE IMPROVEMENTS Tigard, Oregon PROJECT MANUAL Construction Set Group Mackenzie Project Number 2110270.00 October 25, 2012 FANNO CREEK HOUSE SITE IMPROVEMENTS— Construction Set October 25, 2012 SECTION 00 01 07 SEALS PAGE LANDSCAPE ARCHITECT Group Mackenzie ,G1STE��s 5" 1515 Water Ave,Suite 100 Portland,OR 97214 Telephone: (503)224-9560 Robi$1 . g 1n OREGON Fax: (503)228-1285 2/13/04 Email: rlaughlin@grpmack.com `�l� LIL L CIVIL ENGINEER Group Mackenzie 1515 Water Ave,Suite 100 Portland,OR 97214 @z 5ee60 PE Telephone: (503)224-9560 I OR 6011 Fax: (503)228-1285 Lp it c � . go Email: rhenderson@grpmack.com END OF SEALS PAGE SEALS PAGE 000107 -1 / 1 FANNO CREEK HOUSE SITE IMPROVEMENTS--Construction Set October 25, 2012 SECTION 00 01 10 TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS Division 00—Procurement and Contracting Requirements 00 0107-Seals Page 00 01 10-Table of Contents SPECIFICATIONS Division 01--General Requirements 0140 00-Quality Requirements 01 70 00-Execution and Closeout Requirements Division 02—Existing Conditions 02 4100-Demolition Division 12—Furnishings 12 93 13-Site Furnishings Division 32—Exterior Improvements 32 0190-Operation and Maintenance of Planting 32 14 13-Precast Concrete Unit Paving 32 17 23.13 -Painted Pavement Markings 32 84 23-Design/Build Irrigation 32 92 23-Sodding Division 33--Utilities END OF TABLE OF CONTENTS TABLE OF CONTENTS 000110 -1 /1 FANNO CREEKHOUSESITE LVPROVEIVMENTS—Construction Set October 25, 2012 SECTION 0140 00 QUALITY REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Control of installation. B. Testing and inspection services. 1.2 RELATED REQUIREMENTS A. Section 01 30 00-Administrative Requirements: Submittal procedures. 1.3 TESTING AND INSPECTION AGENCIES A. Contractor will employ services of an independent testing agency to perform certain specified testing. B. Employment of Testing Firm in no way relieves General Contractor of obligation to perform Work in accordance with requirements of Contract Documents. PART 3 EXECUTION 2.1 CONTROL OF INSTALLATION A. Monitor quality control over suppliers,manufacturers,products,services,site conditions,and workmanship,to produce Work of specified quality. B Comply with manufacturers'instructions, including each step in sequence. C. Should manufacturers'instructions conflict with Contract Documents,request clarification from Engineer before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances,codes,or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration,physical distortion,and disfigurement. 2.2 TESTING AND INSPECTION A. Testing Firm Duties: 1. Provide qualified personnel at site. Cooperate with Engineer and General Contractor in performance of services. 2. Perform specified sampling and testing of products in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. 4. Promptly notify Engineer and General Contractor of obser ed irregularities or non-conformance of Work or products. 5 Perform additional tests and inspections required by Engineer. 6. Submit reports of all teststinspections specified. B. Limits on Testing/]nspection Firm Authority: 1. Testing Firm may not release,revoke,alter,or enlarge on requirements of Contract Documents. 2. Testing Firm may not approve or accept any portion of the Work. 3. Testing Firm may not assume any duties of General Contractor. QUALITY REQUIREMENTS 01 40 00 - 1 /2 FANNO CREEK HOUSE SITE IMPROVEMENTS—Construction Set October 25, 2012 4. Testing Firm has no authority to stop the Work. C. General Contractor Responsibilities. 1. Deliver to Testing Firm at designated location, adequate samples of materials proposed to be used that require testing,along with proposed mix designs. 2. Cooperate with laboratory personnel,and provide access to the Work and to manufacturers' facilities. 3 Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b To obtain and handle samples at the site or at source of Products to be tested/inspected. C. To facilitate tests/inspections d. To provide storage and curing of test samples. 4. Notify Engineer and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. 5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests,and inspections required by General Contractor beyond specified requirements. D. Re-testing required because of non-conformance to specified requirements shall be paid for by General Contractor. E. Re-testing required because of non-conformance to specified requirements shall be performed by the same testing Firm on instructions by Engineer. Payment for re-testing will be charged to the General Contractor by deducting testing charges from the Contract Price. 2.3 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements at no cost to the Owner. B. If,in the opinion of Engineer,it is not practical to remove and replace the Work,Engineer will direct an appropriate remedy or adjust payment. END OF SECTION QUALITY REQUIREMENTS 014000 -2 /2 FANNO CREEXHOOSF.SITE IMPROVEMENTS--Construction Set October 23, 2012 SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS PART GENERAL 1.1 SECTION INCLUDES A. Examination,preparation,and general installation procedures. B. Cutting and patching. C. Cleaning and protection. D. Starting of systems and equipment. E. Closeout procedures,except payment procedures F. General requirements for maintenance service. 1.2 RELATED REQUIREMENTS A. Section 0140 00-Quality Requirements: Testing and inspection procedures. 1.3 REFERENCE STANDARDS A. NFPA 241 -Standard for Safeguarding Construction,Alteration,and Demolition Operations. 1.4 SUBMITTALS A. See Section 01 30 00-Administrative Requirements,for submittal procedures. B. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency,maintenance,or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of The City of Tigard or separate Contractor. 1.5 PROJECT CONDITIONS A. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills,from borrow and waste disposal areas. Prevent erosion and sedimentation. 1. Minimize amount of bare soil exposed at one time. 2. Provide temporary measures such as berms,dikes,and drains,to prevent water flow. 3. Periodically inspect earthwork to detect evidence of erosion and sedimentation;promptly apply corrective measures. B. Pollution Control: Provide methods,means,and facilities to prevent contamination of soil,water,and atmosphere from discharge of noxious,toxic substances,and pollutants produced by construction operations. Comply with federal,state,and local regulations. 1.6 COORDINATION A. Coordinate scheduling,submittals,and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements,with provisions for accommodating items installed later. B. Notify affected utility companies and comply with their requirements. C. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing,connecting to,and placing in service,such equipment. EXECUTION AND CLOSEOUT REQUIREMENTS 01 70 00 -1 /4 FANNOCREENHOUSESITE IMPROVEMENTS—ConstructionSet October 25, 2012 D. In finished areas except as otherwise indicated,conceal pipes,ducts,and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. E. Coordinate completion and clean-up of work of separate sections. F. After The City of Tigard occupancy of premises,coordinate access to site for correction of defective work and work not in accordance with Contract Documents,to minimize disruption of The City of Tigard's activities. PART2 PRODUCTS 2.1 PATCHING MATERIALS A. New Materials: As specified in product sections;match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials,submit request for substitution described in Section 0160 00. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication,to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available,of the correct characteristics,and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencingwork,including elements subject to damage or movement during cutting and patching. After uncovering existing work,assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer,sealer,or conditioner prior to applying any new material or substance in contact or bond. 33 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections,in accordance with manufacturer's instructions and recommendations,and so as to avoid waste due to necessity for replacement B. Make vertical elements plumb and horizontal elements level,unless otherwise indicated. C. Install equipment and fittings plumb and level,neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 -2 /4 FANNO CREEK HO(ISE SITE 7MPROVEMENTS—Construction Set October 25, 2012 D. Make consistent texture on surfaces,with seamless transitions,unless otherwise indicated. E. Make neat transitions between different surfaces,maintaining texture and appearance. 3.4 CUTTING AND PATCHING A Whenever possible,execute the work by methods that avoid cutting or patching. B. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2 Fit products together to integrate with other work. 3 Provide openings for penetration of mechanical,electrical,and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. T Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-conforming work. C. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work,minimize damage and restore to original condition. D. Employ original installer to perform cutting for weather exposed and moisture resistant elements,and sight exposed surfaces. E. Cut rigid materials using masonry saw or core drill Pneumatic tools not allowed without prior approval. F Restore work with new products in accordance with requirements of Contract Documents. G. Fit work air tight to pipes,sleeves,ducts,conduit,and other penetrations through surfaces. H. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly,refinish entire unit. 2. Match color,texture,and appearance. 3. Repair patched surfaces that are damaged,lifted,discolored,or showing other imperfections due to patching work.If defects are due to condition of substrate,repair substrate prior to repairing finish. 3.5 PROGRESS CLEANING A. Maintain areas free of waste materials,debris,and rubbish Maintain site in a clean and orderly condition. B. Remove debris and nebbish from pipe chases,plenums,attics,crawl spaces,and other closed or remote spaces,prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing,and continue cleaning to eliminate dust. D. Collect and remove waste materials,debris,and trash/rubbish from site periodically and dispose off-site; do not bum or bury. 3.6 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products Control activity in immediate work area to prevent damage D. Provide protective coverings at walls,projections,jambs,sills, and soffits of openings. E. Protect finished floors,stairs,and other surfaces from traffic,dirt,wear,damage,or movement of heavy objects,by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces, If traffic or activity is necessary,obtain recommendations for protection from waterproofing or roofing material manufacturer. EXECUTION AND CLOSEOUT REQUIREMENTS 017000 -3 /4 FANNO CREEKHOUSE SITE IMPROVEMENTS—Construction Set October 25, 2012 G. Remove protective coverings when no longer needed;reuse or recycle plastic coverings if possible. 3.7 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Verify tests,meter readings,and specified electrical characteristics agree with those required by the equipment or system manufacturer. C. Verify that wiring and support components for equipment are complete and tested. D. Execute start-up under supervision of applicable General Contractor personnel and manufacturer's representative in accordance with manufacturers'instructions. E. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.8 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.9 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. 1. Provide copies to The City of Tigard. B. Notify Architect when work is considered ready for Substantial Completion. C. Submit written certification that Contract Documents have been reviewed,work has been inspected,and that work is complete in accordance with Contract Documents and ready for Architect's review. D. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to The City of Tigard-occupied areas. E. Notify Architect when work is considered finally complete. F. Complete items of work determined by Architect's final inspection. 3.10 MAINTENANCE A. Provide service and maintenance of components indicated in specification sections. B. Maintenance Period: As indicated in specification sections or,if not indicated,not less than one year from the Date of Substantial Completion or the length of the specified warranty,whichever is longer. C. Examine system components at a frequency consistent with reliable operation. Clean,adjust,and lubricate as required. D. Maintenance service shall not be assigned or transferred to any agent or subcontractor without prior written consent of the The City of Tigard. END OF SECTION EXECUTION AND CLOSEOUT REQUIREMENTS 017000 -4 /4 FANNO CREEK HOUSE SITE IMPROYEMENTS—Construction Set October 25, 2012 SECTION 02 41 00 DEMOLITION PART GENERAL 1.1 SECTION INCLUDES A. Selective demolition of built site elements. PART 3 EXECUTION 2.1 SCOPE A. See Existing Conditions/Demoltion Plan for extents of demolition 2.2 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public_ 1. Obtain required permits. 2. Provide,erect,and maintain temporary barriers and security devices. 3. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 4. Do not close or obstruct roadways or sidewalks without permit. 5. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time;protect persons using entrances and exits from removal operations. 6 Permission from owners of adjacent properties is required when demolition equipment will traverse, infringe upon or limit access to their property. Owner will secure temporary construction easement prior to bidding,if needed. B. Do not begin removal until receipt of notification to proceed from Owner. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2 Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. 2.3 DEBRIS AND WASTE REMOVAL A. 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 DEMOLITION 02 41 00 -1 11 FANNOCREEKHOUSE SITE IMPROVEMENTS—Construction Set October 25, 2012 SECTION 32 14 13 PRECAST CONCRETE UNIT PAVING PART 1 GENERAL 1.1 SECTION INCLUDES A. Interlocking concrete paver units and detectable warning pavers. B. Aggregate setting bed. C. Aggregate fill. 1.2 RELATED REQUIREMENTS A. Section 00330-Earthwork: Oregon Standard Specification for Construction 13 REFERENCESTANDARDS A. ASTM C 33-Standard Specification for Concrete Aggregates. B. ASTM C 936-Standard Specification for Solid Concrete Interlocking Paving Units. 1.4 SUBMITTALS A. See Section 0130 00-Administrative Requirements, for submittal procedures. B. Samples: Submit two samples of each paver type,illustrating style,size,color range and surface texture of units being provided. C. Manufacturer's Installation Instructions: Indicate substrate requirements, and installation methods, 1.5 EXTRA MATERIALS A. See Section 0160 00-Product Requirements,for additional provisions. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Interlocking Concrete Pavers: 1. Mutual Materials;Product 8x8 Eco-Priora: www.mutualmaterials.com. 2 Substitutions: See Section 0160 00-Product Requirements. 2.2 MATERIALS A. Interlocking Concrete Pavers: Hydraulically pressed concrete,configured for interlocking with adjacent units and complying with ASTM C 936. 1. Compressive Strength: 8000 psi average,with minimum of 7200 psi. 2 Size: 8X8. 3. Thickness: 3-1/8 inches. 4. Style: Square. 5. Color. Charcoal w/i'udor Finish. B. Aggregate for Setting Bed: Open-graded aggregate for setting bed complying with ASTM D448 for No.8 bedding aggregate. PRECAST CONCRETE UNIT PAVING 3214 13 - 1 /2 FANNO CREEKHOUSE SITE IMPROVEMENTS—Construction Set October 25, 2012 C. Aggregate for Base Course- Open-graded aggregate for setting bed complying with ASTM D448 for No.57 base aggregate. D. Aggregate for Subbase Course_ Open-graded aggregate for setting bed complying with ASTM D448 for No.2 subbase aggregate E. Aggregate Fill: Open-graded aggregate for filling voids and joints in open grid paver units,conforming to requirements of ASTM D448 for No.8 crushed stone. F. Metal Edging: Aluminum paver edging.4-1/4"x3-1/4". Finish. Natural. By Permaloc or approved substitution. www.permaloc.com. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate is level or to correct gradient,smooth,capable of supporting pavers and imposed loads,and ready to receive work of this Section. B. Verify gradients and elevations of substrate are correct. 3.2 PREPARATION A. Treat soil with herbicide to retard plant growth. 3.3 INSTALLATION OF OPEN GRID PAVER UNITS A. Spread aggregate setting bed evenly over prepared substrate course and screed to a uniform thickness of 2 inch. B. Place paver units in pattern indicated on the drawings. C. Maintain uniform joints between paver units. D. Cut paver units at edges with masonry saw. E. Compact and seat paver units into screeded setting bed using low amplitude plate compactor capable of at least 5,000 lb centrifugal compaction force. F Vibrate and compact pavers again while sweeping aggregatefill into joints and openings in pavers, stopping when fill material is within 1/2 inch from top surface of units.Do not compact within 3 ft of unrestrained paver edges. G. Completely fill voids in pavers with aggregate fill.Remove excess material. END OF SECTION PRECAST CONCRETE UNIT PAVING 321413 -2 . 2 FANNO CREEKAOUSE SITE IMPROVEMENTS—Construction Set October 25, 2012 SECTION 32 17 23.13 PAINTED PAVEMENT MARKINGS PART GENERAL 1.1 SECTION INCLUDES 1.2 REFERENCE STANDARDS A. MPI(APL)-Master Painters Institute Approved Products List;Master Painters and Decorators Association. B. FHWA MUTCD-Manual on Uniform Traffic Control Devices for Streets and Highways;U.S. Department of Transportation,Federal Highway Administration;http://mutcd.thwa.dot.gov. 1.3 SUBMITTALS A. See Section 0130 00-Administrative Requirements,for submittal procedures. B. Product Data: Manufacturer's data sheets on each product to be used,including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. 1.4 DELIVERY,STORAGE,AND HANDLING A Deliver paint in containers of at least S gallons accompanied by batch certificate. B. Store products in manufacturer's unopened packaging until ready for installation. C. Store and dispose of solvent-based materials,and materials used with solvent-based materials,in accordance with requirements of local authorities having jurisdiction. 1.5 FIELD CONDITIONS A. Do not install products under environmental conditions outside manufacturees absolute limits. PART2 PRODUCTS 2.1 MATERIALS A Line and Zone Marking Paint. MPI No.97 Latex Traffic Marking Paint; color(s)as indicated. PART 3 EXECUTION 3.1 EXAMINATION A. Do not begin installation until substrates have been properly prepared. B. If substrate preparation is the responsibility of another installer,notify Engineer of unsatisfactory preparation before proceeding. 3.2 PREPARATION A. Allow new pavement surfaces to cure for a period of not less than 14 days before application of marking materials. PAINTED PAVEMENT MARKINGS 32 17 23.13 -1 /2 FANNOCREEKHOUSE SITE IMPROVEMENTS—Construction Set October 25, 2072 B Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Clean surfaces thoroughly prior to installation. 1. Remove dust,dirt,and other granular surface deposits by sweeping,blowing with compressed air, rinsing with water,or a combination of these methods D. Where oil or grease are present,scrub affected areas with several applications of trisodium phosphate solution or other approved detergent or degreaser,and rinse thoroughly after each application; after cleaning, sea] oil-soaked areas with cut shellac to prevent bleeding through the new paint E. Establish survey control points to determine locations and dimensions of markings;provide templates to control paint application by type and color at necessary intervals 3.3 INSTALLATION A. Begin pavement marking as soon as practicable after surface has been cleaned and dried. B. Do not apply paint if temperature of surface to be painted or the atmosphere is less than 50 degrees F or more than 95 degrees F. C. Apply in accordance with manufacturer's instructions using an experienced technician that is thoroughly familiar with equipment,materials,and marking layouts. D. Comply with Section 00860.45-Installation of Longitudinal Pavement Markings-Paint.Oregon Standard Specifications for Construction. E. Apply markings in locations determined by measurement from survey control points;preserve control points until after markings have been accepted. F. Apply uniformly painted markings of color(s),lengths,and widths as indicated on the drawings true, sharp edges and ends. 1. Apply paint in one coat only. 2. Wet Film Thickness- 0.015 inch,minimum. 3. Length Tolerance: Plus or minus 3 inches. 4. Width Tolerance: Plus or minus 1/8 inch. G. Symbols: Use a suitable template that will provide a pavement marking with true,sharp edges and ends, of the design and size indicated. 3.4 DRYING,PROTECTION,AND REPLACEMENT A. Protect newly painted markings so that paint is not picked up by tires,smeared,or tracked. B. Provide barricades,warning signs,and flags as necessary to prevent traffic crossing newly painted markings C. A]low paint to dry at least the minimum time specified by the applicable paint standard and not less than that recommended by the manufacturer. D. Remove and replace markings that are applied at less than minimum material rates;deviate from true alignment;exceed length and width tolerances;or show light spots,smears,or other deficiencies or irregularities. E. Remove markings in manner to avoid damage to the surface to which the marking was applied,using carefully controlled sand blasting,approved grinding equipment, or other approved method. F. Replace removed markings at no additional cost to Owner. END OF SECTION PAINTED PAVEMENT MARKINGS 321723.13 -2 /2 FANNO CREEK HOUSE SITE IMPROVEMENTS—Construction Set October 25, 2012 SECTION 32 92 23 SODDING PART] GENERAL 1.1 SECTION INCLUDES A, Placing topsoil. B. Sod installation. 1.2 RELATED REQUIREMENTS A. Section 00330-Earthwork: Oregon Standard Specification for Construction. B. Section 32 01 90-Operation and Maintenance of Planting- Past-occupancy maintenance 1.3 DEFINITIONS A. Weeds: Includes 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. 1.4 REFERENCE STANDARDS A. TPJ (SPEC)-Guideline Specifications to Turfgrass Sodding;Turfgrass Producers International 1.5 SUBMITTALS A. See Section 0130 00-Administrative Requirements,for submittal procedures. 1.6 DELIVERY,STORAGE,AND HANDLING A. Deliver sod on pallets. Protect exposed roots from dehydration. B. Do not deliver more sod than can be laid within 24 hours. PART PRODUCTS 2.1 MATERIALS A. Sod- TPI,Certified Turfgrass Sod quality;cultivated grass sod,type indicated in plant schedule on Drawings;with strong fibrous root system,free of stones,burned or bare spots; containing no more than 5 weeds per 1000 sq ft. Minimum age of 18 months,with root development that will support its own weight without tearing,when suspended vertically by holding the upper two comers. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that prepared soil base is ready to receive the work of this section. 3.2 PREPARATION A. Place topsoil in accordance with Section 32 93 00. SODDING 32 92 23 - 1 i2 FANNOCREEKHOUSESITE IMPROVEMENTS—Construction Set October 25, 2012 3.3 LAYING SOD A. Moisten prepared surface immediately prior to laying sod. B. Lay sod immediately after delivery to site to prevent deterioration. C. Lay sod smooth and tight with no open joints visible,and no overlapping;stagger end joints 12 inches minimum. Do not stretch or overlap sod pieces. D Water sodded areas immediately after installation. Saturate sod to 4 inches of soil. E. After sod and soil have dried,roll sodded areas to ensure good bond between sod and soil and to remove minor depressions and irregularities. 3.4 LAYING SOD ON GRASSPAVE A. Follow instruction of laying sod,3.3(A-E)and supplemental instruction below. B. Install sod onto properly prepared sand base as recommended by manufacturer. Sod must be installed within one week of installation of sand base. C. Install thin sod directly over sand filled rings,filled no higher than the top of the rings. Sod strips should be placed with very tight joints. Sodded areas must be fertilized and kept moist during root establishment(minimum of 3 weeks). Sodded areas must be protected from any traffic,other than emergency vehicles,for a period of 3-4 weeks,or until the root system has penetrated and established well below Grasspave units. 3.5 MAINTENANCE A. See Section 32 0190-Operation and Maintenance of Planting for post-occupancy maintenance. END OF SECTION SODDING 329223 -2 /2 FANNQCREEKROUSESITEIMPROVEMENTS—Cons&ucttonSet October 2S, 2012 APPENDIX'A' ARBORIST REPORT A copy ofthe ABORIST REPORT to be utilized on this project has been bound into this volume. END OF SECTION APPENDIX`A' THE PACIFIC RESOURCES GROUP LAND MANAGERS•URBAN FORESTERS•PLANT APPRAISERS•NATURAL RESOURCE CONSULTANTS February 22,2012 Mr. Dan Jenkins Group Mackenzie 1515 SE Water Avenue,Suite 100 PO Box 14310 Portland, OR 97293 Reference: Tigard Fanno Creek House Tree List&Preservation Recommendations Dear Mr. Jenkins, As requested, I visited the site of the Fanno Creek House located off Hall Boulevard north of SW Omara Street.The purpose of my site visit was to identify the species of trees on the tree survey, check the accuracy of tree diameters,assess two trees proposed for removal and to make recommendations on preserving trees that might be affected by construction. There are two trees proposed for removal,a Holly and a Dogwood. These trees conflict with proposed changes in paving.The English Holly(#10302) has multiple stems,is in fair health and below average condition. The Flowering Dogwood(#12000) appears to be in fair health and also is in below average condition.The removal of these trees will have little if any significant visual impact to the site.Both of these trees are shown on the chart that accompanies this report and on the Tree Preservation/Removal Plan. A comprehensive tree assessment was not part of my scope of services,so my observations were informal and limited to what I noticed while walking the site. On the accompanying chart,I have listed several trees that had been removed previously and one tree with obvious health problems. I noted that some trees have toppled over and others have been recently removed. I have not information as to the reasons why,but this can be an indication of health problems related to subsurface conditions,which should be monitored. I did not assess trees for hazard potential so there may be some trees that warrant a more comprehensive risk assessment and/or pruning to reduce the risk that falling dead limbs or other failure might pose. I recommend that the City identify and mitigate conditions with such trees in the park prior to promoting public use. With the exception of the two trees mentioned,all of the trees on this site are planned for preservation and, given that improvements appear to disturb a very small area,I am optimistic that little construction injury will occur.This assumes that the route for placing the overhead power lines underground is located well away from the existing trees. 4800 SW MEADOWS RD SU[IE 300 LAKE OSWEGO,OREGON 97035 (503)223-4320 13ELLEVM WASHINGTON (425)451-D620 Tree Protection As a general rule of thumb,I recommend that tree protection fencing be put in place at the tree's drip line so as to protect any tree that is within 15 feet of any construction activities. This might apply to a number of trees including 20400,20401,20402 and others. City code requires that trees to be preserved should be protected from inadvertent damage during construction with tree protection fencing.The City requires the use of chain link fencing that is a minimum of 5' high. I recommend using fencing panels on blocks or stands that can be moved and replaced when it is necessary to work within the tree protection area. Given the minimal disturbance and short duration of excavation that will result from construction and paving, I suggest that a line of tree protection fencing be placed between the trees and proposed construction activities.The fencing should be placed several feet outside of the edge of the paving or excavation and far enough from the root flair and trunk to preclude any inadvertent mechanical injury. Enough clearance should be provided so that construction equipment can pass without damaging the fencing. While I understand that the City may prefer the use of chain link fencing,in some cases a more flexible solution can be just as effective.In projects with new paving or pathways, I recommend requesting permission to the use of orange plastic construction fencing staked every 8'to 10'in locations where there will be a need for frequent work within tree protection areas. Through experience I have found the plastic fencing to be more effective and practical where improvements are within the drip line of trees, because it can be easily moved to accomplish work and replaced at the end of the workday without the use of heavy equipment or additional personnel. Regardless of the type of fencing used,it should stay in place until all work within the tree protection area is completed. In addition to protecting the trees from inadvertent physical injury, the tree protection fencing should serve to minimize any soil compaction that might occur within the trees'root protection zone.This will require keeping construction materials, soil,foot traffic and equipment out of the area within the tree protection zone to the extent practical. The tree protection fencing should protect as much of the root zone as possible, without including the excavation for proposed improvements.As dictated by City Code, no construction activities should take place within the tree protection areas unless the project arborist is present to observe and supervise the work. Post Construction Maintenance Given that leaves have fallen,it was difficult to generalize about the health of the trees, but there were certainly some that would benefit from increased maintenance. All the trees on this site will benefit from fertilization but it will be most beneficial for those trees in below average health. For all of the trees that are preserved,I recommend a fertilization program that will help promote root growth prior to and following construction.To accomplish this I recommend that before construction begins,the landscape contractor or park maintenance staff fertilize the entire area beneath the preserved trees using a highly soluble high nitrogen fertilizer applied at a time when surface vegetation is dormant and tree roots are still growing. If construction is scheduled for fall and conditions permit,fertilization can take place late in the growing season. However,the best time to fertilize following construction is in late October or early November and/or in mid to late February. The fertilizer is best applied just prior to or during a rain,otherwise it should be watered into the soil. I recommend using Ammonium Sulfate(21-0-0 or 23-0-0)at a rate of 2 lbs. of Nitrogen per 1000 square feet of area treated.This equates to applying 9 lbs. of the fertilizer to each 1000 square feet of area within the drip line of each tree or woody plant. The annual amount of Nitrogen that should be applied is between 2 to 4 lbs. per 1000 square feet, the first year, and half that amount in subsequent years. If a single application is made,it should be Tigard Fanno Crede House Tree Prcwvauen Repor%0 7012 The Paedc Resources Omp MV12 2 done in late November,otherwise two applications of nitrogen can be made,one each in late fall and early spring. The fertilizer can be applied to the surface of the ground with a cyclone or "whirly" type spreader. The fertilization should be done within the drip line and to an area a few feet outside the drip line. To determine the area to be treated for trees such as this, with the tree at the center, the area to be treated is within the circle that has a radius equal to one foot for every inch of the tree's diameter. The annual fertilization should take place for at least 3 years after construction. After the first application I recommend that maintenance staff take soil samples to determine existing nutrient levels and get a recommendation on the composition of fertilizer or other soil amendments that are needed by the plants on site. If you do not have another source for such testing, I recommend contacting A&L Western Agricultural Lab in Beaverton,at 503-968_9225 for soil analysis instructions and assistance. City code also requires mitigation for tree removal unless 75%or more of the trees larger than 12" in diameter are preserved. On this project no trees larger than 12"are being removed and therefore 100%of these trees are being preserved and mitigation is not required. This completes my report. If any additional information,which would effect these recommendations, becomes available I would welcome the opportunity to consider it and revise this report accordingly. If I omitted any information or if you have any questions please do not hesitate to contact me. Thank you. Sincerely yours, Stephen . Goetz,Principal American Society of Consulting Arborists Reg#260 American Society of Landscape Architects,OR Lic.#80 Society of American Foresters SG:mac Attachment: ARBOR Arborists are tree rpepdia4 who ase rude educatihm,knowledge training gad peace to eza nine trees.reenmniend mtart>ses to ahbsnce their bealth and beaeay ad to attempt to rc&=the risk of livmg near trees.Clients may choose to socept or diaregard the rwamannendaum of the arborist or to seth addaiooal advice.Trees and other plat life are living cangiag mgama,>n afresxed by bmuextable fallow beyond ora cmtrot Trees fart is ways and because of conditions we do not IuOy emdersmnd Arbmian�m detect or anticipate every condiilion at e►eut that recd possibly lead to the strhietraal faihtte da tree Camrfitiam are Dern hidden wimin the trey and below gmuacl Arbaists cannot guarantee that a tree will be healthy or safe under aII eacra�a,utiYneq for any spedfic period or when a tree or in parts may fail.FUlbcr,remedial irat=n,as with say lrumum or 6-47,canua be guanntend t P � bracing and remaral of tees nWY involve eomideraaom beyond she scope cid tun atboriam skills and eaaal services such as deo boundaries of properties,pa ePwy owncrahip,site linea,neighbor disputes and agrecarcnts and drmcrivaa. Therefore,aebocists eannat dwhrsida auchissuta metas tzmpiete and aceerratn infomtation is disclosed in a timely fashion Then,the arborist m be expected-femos ly,to rely Von the completeness and accumcy of the infow anon ptwided Taos tan be is toinnAid tut not contrdled To livo Dear ttm ngsrdlaa of tbdr cmditiaq&to accept come degree of rrsk,TU only,may.to dimimte cep risk associated with trees is b elimi»ak an trees. HAMR DdIa A RD p at-For the porpmes of this evshalim andhepoM a tree or tree part VW pmem a Threat to lanbcape features or oma entity of civt3ntion&neo upmahng,folliay,breaking or h�oaq andriocc vduider,�ncltwi nrch targets Present soma do of hazard R derdopmcat(e.g„nota).While all large landscape trees is ps0Antity to J3 garAesa of I}hdr c�tiarr such iahezeat hazard is not intended as wiahin mks definition and in usage in dela e►alindoa and report The impention of these trees consiskd solely of it visml inspection frmo the grotmd.Whsle mon for invectioa and evalt>atioq they arae ndthtr taryested tsar eomidemd necesaaty or:rppropriste at diel time.As trees a»a dbOrcUth techniques aro arrrlable eq bjc or general landscape safes,Lialtth,feonddion or uirpmvemmt,beyond kat and frit ng in acoonad offeited co gnratrtep$taw ox fingi� �Plsm pedGally awes to writing is accepted cu>ntratti. Tigard Fanno Creek Hum Tree Presuvatinh Report,O 2012 Tbc Paoific Rwources Group 2ra/l2 3 FANNO CREEK MOUSE FREE LIST Diameter llree/Pt.No. Inches Common Name Comments 10153 38 Black Walnut 10154 27 European Birch 10155 24 European Birch 10156 18 European Birch 10157 14 Black Locust 10158 6 Western Red Cedar 10159 14 Black Cottonwood 10161 16, 16 Black Walnut 10162 14, 14 Oregon Ash 10163 14, 14 Sycamore Maple 10164 18 Black Locust 10165 20,20 Incense Cedar 10166 30 Black Cottonwood 10167 6,6 Common Hawthorn No Tree 10168 Present Only stumps remains.Tree was previously removed. 10169 18 Carolina Silverbell Unusually large tree for this species. 10170 24,30 Black Walnut No Tree 10171 Present Only stump remains.Tree was previously removed. 10172 Toppled Apple Toppled Over Tree toppled over. 10176 10 Norway Maple 10178 36 Deodar Cedar 10179 42 Deodar Cedar 10215 24 European Birch 10216 20 European Birch 10287 7, 12, 12, 14 English Holl 10288 4,6,8,9 English Holl 10289 —4,6,6,7.9 En lish Holl 10290 3,7,7,8,8 English Holl 10291 7 English Holl Fenno Crook House Tree Lftd 02012 Tho P cft Resources Group 2MI12 i FANNO CREED HOUSE TREE LIST Diameter Tree/Pt.No. Inches Common Name Comments 10292 3,6, 12 English Holl 10293 -- 6, 6, 6, 6 English Holl 10294 -4,4, 6,6, 6 English Holl 10295 6, 7,7, 10 English Holl 4, 4, 5,5, 6-,-6-, 10296 - 6,7, 7 English Holl i 10297 4,4, 5,5, 6,7 En lisp Holl 10298 -7,7, 7, 7 English Holl 10299 7. 7. 8. 12 English Holl 10300 4,5,6, 6,7,7 En lish Holl 3,4,5, , 6,7, 10301 8, 9 English Holl 10302 6,6, 8,9, 12 English Holly To be removed for construction of improvements. 12000 -.4,4 Howering Dogwood To be removed for construction of improvements. NO ree 20002 Present Duplicate of and the same as tree 20396,Norway Maple. 20003 12 Mazzard Chea 20004 12 Mazzard Cherry I 20005 10 Mazzard Cherry 20006 10, 10 Common Hawthorn 20007 6, 6 Norway Maple 20009 6,6, 6 English Holl 20010 6 Mazzard Cherry 20011 6 English Holl 20012 6 En lish Holl 20013 6,6,6 Black Locust 20014 6,6, 6 Black Locust 20015 8 Black Locust 20380 14 Sycamore Maple 20381 10 Black Locust 20382 10 -Black Locust ' 20383 14 Black Locust Fenno creek House Tree Ust 02012 The Pacific Resources Group 221112 2 Diameter FANNO OZEEK MOUSE TREE LIST Tree/Pt.No. Inches Common Name Comments Portuguese Laurel-tree 20384 6, 6,6 form 20385 29 Port Orford Cedar 20386 27 Port Orford Cedar 20387 54 Giant Sequoia 20388 10, 10 Southern Magnolia 20389 8,8 Flowering Dogwood 20390 13 Sycamore Maple Fungal ruiting bodies on trunk and extremely thin crown are clear indicators of severely declining 20391 33 Eastern Hemlock health.This tree should have a more thorough examination and be monitored if it remains. 20392 34 Ponderosa Pine 20393 6 Mazzard Chen 20395 36 Douglas Fir 20396 12 Norway Maple Same tree identified as 20002. 20397 39 Deodar Cedar 20398 10 Mountain Hemlock 20399 9 Scotch Pine 20400 12, 12, 12 Sweet Ba 20401 10 Ginkgo female 20402 44 Atlas Cedar 20406 6,6 Mazzard Cherry 20417 39 Sycamore Maple 20429 122 lWeeping European Birch No Tree 20483 Present I Only stump remains.Tree was previously removed. Fenno Creek House Tree Us[02012 The Paulo Resources Group 2121112 3 Prepared by Mears Design Group Sheet No. Name Tide I L1 Site Improvements 2 L2 Vegetated Corridor Plant Schedule 3 L3 Landscape Details&Notes 4 L4 Irrigation Plan 5 L5 Irrigation Details&Notes G EC1 Erosion Control Plan 7 EC2 Erosion Control Details Techrucal Specifications for d-ie above plans 54 Pale SECTION 01533 TREE AND PLANT PRESERVATION AND PROTECTION PART1 GENERAL 1.1 SUMMARY: A. General requirements: 1. Preservation, protection, and trimming of existing trees and shrubs, and other vegetation indicated to remain. 2. Make every effort to protect all trees, shrubs, ground cover and other vegetation existing on the Project site with the exception of that indicated to be removed. 3. Meet local jurisdiction requirements for protection of existing trees and vegetation. 4. Contractor will provide temporary fencing, barricades and guards as required to protect trees and other plants, which are to remain, from all damage. 5. Protect all trees from stockpiling, material storage, vehicle parking and driving within the tree drip line or tree protection fence area. 6. NO heavy machinery is allowed within the dripline of all trees. B. Definitions: 1. Tree Protection Zone: Area defined by the drip line of a single designated tree or the outermost perimeter of the combined drip line areas of a designated group of trees. This area may be extended as deemed necessary by the Owner's Consulting Arborist. PART 2 PRODUCTS 2.1 MATERIALS A. As indicated and required elsewhere in this Specification Section, and as may be recommended by Consulting Arborist and/or Landscape Architect. B. Fencing: Fencing (where required) shall be 5 foot visibility metal on steel posts placed no further than 6' apart extending no less than 4-1/2' above the ground, kept taut at all times. C. Pruning Equipment: 1. Roots and Branches Larger than 1 inch in diameter: Sharp saw. 2. Roots and Branches 1 inch or less in diameter: Pruning sheers. PART 3 EXECUTION 3.1 GENERAL A. Protect all plant growth including root systems of trees and plants from: 1. Dumping of construction related refuse. 2. Chemically injurious materials and liquids used in construction process. 3. Noxious materials in solution caused by run-off and spillage during mixing and placement of construction materials, and drainage from stored materials. 4. Continual puddling of running water as a result of construction. B. Protect root zones from flooding, erosion, excessive wetting and drying resulting from de- watering and other operations. CITY OF TIGARD-FANNO CREEK HOUSE TREE AND PLANT PRESERVATION AND PROTECTION MARCH,2013 SECTION 02231, PAGE 1 C. Protect all existing plant material to remain against unnecessary cutting, breaking and skinning of roots and branches, skinning or bruising of bark. D. Do not allow fires under and adjacent to trees or other plants which are to remain. E. Where directed by Owner's Representative, extend pruning operations to restore natural shape of trees and other plants impacted by construction activities. F. Cut branches and roots with sharp pruning instruments, as specified. Do not break, chip or mutilate. G. Restrict vehicular and foot traffic, of all construction crews, to prevent compaction of soil over root systems and within tree protection zones. H. Erect fencing around all tree protection zones prior to commencement of clearing and demolition work and remove only after all work potentially injurious to trees and other plants is complete. Fencing shall be placed as far from trees as is practical, but in no instance closer than one foot behind required construction limits. 3.2 EXCAVATION AROUND TREES A. Excavate within root zone of trees only where indicated and acceptable to the Owner's Representative. B. Excavate around tree roots within tree protection zone only under the direction of the Owner's Representative. C. Where trenching for utilities is required within root zones, tunnel under and around roots by hand digging. Do not cut main lateral support roots. Cut smaller roots which interfere with installation of new work; using sharp pruning tools as specified. D. Where excavating for new construction is required within root zones of trees, hand excavate to minimize damage to root systems. Use narrow tine spading forks and comb soil to expose roots. Reposition roots in backfill areas whenever possible. If large, main lateral roots are encountered, expose beyond excavation limits as required to bend and relocate without breaking. E. If roots are encountered within the limits of new construction and the Owner determines that modification of the work is not practical, cut roots in accordance with these specifications approximately 6 inches back from proposed construction. F. Do not allow exposed roots to dry out before permanent backfill is places; provide temporary earth cover, pack with wet peat moss or 4 layers of wet untreated burlap and temporarily support and protect from damage until roots are permanently relocated and covered with backfill. Water to settle backfill to eliminate voids and air pockets. G. All pruning shall be performed to ANSI A-300 Pruning standards by Oregon State registered tree care firms employing Certified Arborists. Other therapeutic care work shall be performed to National Arborist Association standards. 3.3 GRADING AND FILLING AROUND TREES A. Maintain existing grade within root zones of trees unless otherwise indicated or approved by the Owner. B. Lowering Grades: Where existing grade is above new finish grade shown around trees, under direction of Owner's Representative, carefully hand excavate within root zones to new grade. Cut roots exposed by excavation, as specified, to approximately 3 inches below elevation of new finish grade. C. Raising Grades: Permitted only as acceptable to the Owner. 3.4 REPAIR AND REMOVAL OF TREES CITY OF TIGARD-FANNO CREEK HOUSE TREE AND PLANT PRESERVATION AND PROTECTION MARCH,2013 SECTION 02231, PAGE 2 A. Repair trees damaged by construction operations in a manner acceptable to the Urban Forester. Make repairs promptly after damage occurs to prevent progressive deterioration of damaged trees. B. Remove dead and damaged trees which are determined by the Urban Forester to be incapable of restoration to normal growth pattern. C. Contractor is responsible for payment of all fines for noncompliance with applicable regulations. 3.5 HARD SCAPE INSTALLATION WITHIN TREE PROTECTION ZONES A. Install walkways as close to grade as possible to minimize excavation into the soil where large roots and areas of high root density exist. Backfill with loose dirt to the minimum depth necessary to achieve a natural look. Mulch if appropriate, as directed by the Owner's Representative. 3.6 COMPENSATION TO OWNER FOR TREES A. The Contractor shall pay the Owner the value of existing trees, that were to remain, that died or were damaged and removed because of the Contractor's failure to provide adequate protection and maintenance. B. Liquidated damages shall be assessed against the Contractor for each tree removed due to damage as specified in subparagraph 3.7.A above, at the rate of $72.00 for each deciduous tree and $60.00 for each evergreen tree per square inch of trunk area according to the formula and standards adopted by the "Council of Tree and Landscape Appraisers" in accordance with the evaluation formula set forth in "The Council of Tree and Landscape Evaluation Guide for Plant Appraisers," most current Edition. C. Any wound or damage by construction activities to an existing tree, indicated to remain, constitutes partial injury. These include, but are not limited to: Any cambium tissue damage. Unauthorized cutting, breaking or removing tree branches. Unauthorized cutting or damaging protected root zones. Soil compaction. Toxic run-off into tree preservation areas. D. Partial injury will be calculated by percentage, estimated by the Owner's Representative, of the total value of the damaged tree. Liquidated damages for partial injuries will include the cost to the Owner for loss appraisal by the Consulting Arborist plus the cost for necessary damage repair. END OF SECTION CITY OF TIGARD-FANNO CREEK HOUSE TREE AND PLANT PRESERVATION AND PROTECTION MARCH,2013 SECTION 02231, PAGE 3 SECTION 01600 MATERIAL AND EQUIPMENT PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Packing, shipping, handling, and unloading material and equipment. 2. Acceptance of material and equipment at site. 3. Storing and protecting products. 4. Product selection and manufacturer's shop instructions. 5. Product options and substitutions. 6. Verification of site conditions. 7. Manufacturer's site instructions. B. Related Documents and Sections: 1. All Sections, Submittals: Product data, shop drawings, product samples, and construction schedules. 1.2 DELIVERING, STORING, HANDLING, AND PROTECTING A. Packing, Shipping, Handling, and Unloading: 1. Pack and ship material and equipment in undamaged condition, in manufacturer's original packaging, and with identifying labels attached. 2. Provide equipment and personnel to handle material and equipment by methods which will prevent damage to exposed surfaces. B. Acceptance at Site: 1. Immediately after site acceptance and uncrating of material and equipment, inspect shipments to assure compliance with requirements of Contract Documents and record freight damage to material and equipment. C. Storing and Protecting: 1. Maintain temperature and humidity in storage areas within ranges required by manufacturer's instructions. 2. Store fabricated material and equipment above grade. 3. Provide temporary coverings to protect installed material and equipment from damage resulting from subsequent construction activity. 4. Remove temporary coverings when no longer needed. 1.3 PRODUCT SELECTION AND MANUFACTURER'S SHOP FABRICATION A. Product Selection: 1. Comply with specified industry standards 2. Provide materials in size, type, and quality indicated and specified, unless variations are accepted by Owner's Representative in writing. 3. Provide equipment with capacities, sizes, and performance ratings indicated and specified, unless variations are accepted by Owner's Representative in writing. 4. Two or more items of the same kind shall be identical and by the same manufacturer. CITY OF TIGARD-FANNO CREEK HOUSE MATERIAL AND EQUIPMENT MARCH 2013 SECTION 01600, PAGE 1 5. Unless indicated otherwise, products shall be new and of current manufacture. 6. Specifying a manufacturer and manufactured product shall not constitute a waiver of any requirements of the Contract Documents, and products furnished by the listed manufacturer shall conform to such requirements. B Manufacturer's Shop Fabrication Instructions: 1. Perform shop fabrication in accordance with manufacturer's printed fabrication instructions. 2. Obtain and distribute copies of manufacturer's printed fabrication instructions to parties involved in construction, complying with Section 01300, Submittals. 3. Handle, store, and fabricate products, materials, systems, and equipment in accordance with manufacturer's printed instructions and in conformity with specified requirements. 4 Review and resolve conflicts between manufacturer's instructions and Contract Documents with Owner's Representative prior to fabrication of products, systems, and equipment. 1.4 PRODUCT OPTIONS A. Product Options: 1. For products specified only by reference standard, select any product meeting that standard. 2. For products specified by naming one or more products or manufacturers, Contractor must submit a request for approved equal for any product or manufacturer not specifically named. B. Procedures: 1. Requests for approved equal to specified products, shall be approved by Owner. 2. Submit a separate request for each product, supported with complete data, drawings, and samples as appropriate. C. Consideration of Substitution Requests. 1. If in the opinion of the Owner's Representative, the proposed product is acceptable in lieu of the one or more specified and the proposal meets the requirements in Paragraph 1.3.6 above, the Owner's Representative will issue a Supplemental Instruction where Contract Sum or Contract Time is not affected or a Construction Change Directive or Change Order where Contract Sum or Contract Time is affected. PART2 PRODUCTS Not Used PART 3 EXECUTION 3.1 EXAMINATION A Verification of Site Conditions: 1. Examine areas and conditions under which material, equipment, and systems are to be fabricated, assembled, erected, installed, and applied. 2. Correct existing conditions detrimental to proper and timely completion of work. 3. Do not proceed with work until unsatisfactory conditions have been corrected. CITY OF TIGARD-FANNO CREEK HOUSE MATERIAL AND EQUIPMENT MARCH 2013 SECTION 01600, PAGE 2 4. Start of work will be interpreted as acceptance of existing surfaces and conditions within any particular work area. 3.2 PERFORMANCE A. Manufacturer's Site Instructions: 1. Perform work in accordance with manufacturer's printed installation, and application instructions. 2. Assemble, erect, install, connect, apply, clean, condition, adjust, lubricate, polish, and protect products, systems, and equipment as recommended by manufacturer. END OF SECTION CITY OF TIGARD-FANNO CREEK HOUSE MATERIAL AND EQUIPMENT MARCH 2013 SECTION 01600, PAGE 3 SECTION 02810 IRRIGATION PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. The Contractor shall furnish all labor, supervision, and materials to install a complete irrigation system as described by and implied in the Contract Documents. 2. The Contractor shall repair any settling of backfilled trenches that may occur during the guarantee period, and completely restore and repair all plantings, lawn, paving, and other site improvements disturbed by this construction. 3. The Contractor is responsible for obtaining and paying for all required permits and fees associated with the work described in the Contract Documents. 1.2 RELATED WORK IN OTHER SECTIONS 1. Section 02930: Lawns and Grasses 2. Section 02950: Trees, Plants and Ground Cover 1.3 SUBMITTALS A. Product Submittals: 1. Products used shall not deviate from those indicated on drawings, specified herein or approved through the pre and post bid substitution request process. Product submittals are required for these items. B. Quality Assurance Submittals: 1. Submit copies of manufacturer's installation instructions for irrigation equipment. 2. Submit documentation that the installer is a licensed and bonded landscape or irrigation Contracting firm that specializes in and has experience in the successfully installing similar irrigation systems. C. Contract Closeout Submittals: 1. Record Drawing Procedures shall include all approved variations or changes, indicating all main and lateral line locations, valves, quick-couplers, drains,wire runs, and irrigation heads, located by field dimensions to the nearest permanent landmark, as approved by the Owners Representative. 3. Furnish operating instructions for controllers, spare parts list, and local source for replacement parts. 1.4 SITE CONDITIONS A. Weather Requirements: 1. Do not solvent weld polyvinyl chloride pipe when ambient temperature is below 40 degrees F and falling. 2. Do not solvent weld polyvinyl chloride pipe in wet conditions, without adequate cover. B. Schedule for Installing P P Pipe Sleeves and Sprinkler Heads: 1. Schedule installation of pipe sleeves below paving and walks to limit site pedestrian impact. C. Existing Tree Canopy areas; CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 1 1. The Contractor shall, at the discretion of the Owner's Representative and prior to trenching or installation,field stake proposed irrigation lines wherever they pass under existing tree canopies. 1.5 DAMAGES A. All structures or facilities damaged by work of this project shall be restored to equal or better than original condition at the Contractor's expense and to the satisfaction of the Owner's Representative. B. The Contractor shall be responsible for all damage caused by leaks or breaks in the equipment and materials furnished and/or installed in this contract for one year after the date of final acceptance. 1.6 EXISTING UTILITIES A. The Contractor shall contact the Utility Notification Center at(800)332-2344 and Owner's Representative at least 48 hours in advance of any utility locate request. The Contractor shall verify, locate, and identify,with visible marking, all existing underground utilities in the areas of work and maintain such markings until all work in those areas is complete. If utility locate markings are not maintained by the Contractor the Contractorwill be billed at the rate of$60.00 per hour for relocating services. If utilities are to remain in place, the Contractor shall provide adequate means of protection during excavation operations. B. Should uncharted piping or other utilities be encountered during the execution of the work, the Contractor shall notify the Owner's Representative immediately and consult with the utility owner for instructions before proceeding with the work. C. The Contractor shall cooperate with the Owner and public or private utility companies in keeping their respective services and facilities in operation. If it becomes necessary to temporarily interrupt existing services or facilities, the Contractor must provide temporary utility services to the satisfaction of the Owner's Representative. 1.7 PERMITS AND REGULATIONS A. All work detailed herein and on the drawings shall be accomplished in strict accordance with the applicable Local,State and Federal codes and regulations.The Contractor shall be responsible for obtaining and paying for all necessary permits to accomplish the work described herein. 1.8 RECORD DRAWINGS A. The Contractor shall maintain a current record of all pipe,wire,and equipment placement, and shall record all variations or changes approved by the Owner's Representative. Changes in layout of proposed work shall be recorded on the Record Drawing Set in blue pencil or ink. Additions to the proposed scope of work shall be recorded on the Record Drawing Set inrg een pencil or ink. Deletions either in the proposed scope of work or by a change in layout shall be recorded on the Record Drawing Set in red pencil or ink. B. Record drawings must be submitted to the Owner's Representative for review and approval on a weekly basis. C. Complete Record drawings shall be included in the Maintenance Manual. 1.9 SUBSTITUTIONS CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 2 A. If materials other than those specified in the Contract Documents are proposed, the Owner's Representative shall determine whether such materials or methods are a suitable or equal substitute.The irrigation system described in the Contract Documents is based on specific GPM output, static and operating pressures. Approved substitutions may require partial or complete redesign of the system at the Contractor's expense. The Owner's Representative's decision will be final. 1.10 WARRANTIES A. Manufacturers Warranty: 1. Provide equipment manufacturers standard Warranty for automatic controllers,control valves, quick couplers, and heads. B. Installer's Guarantee: 1. Provide installer's "one year" guarantee for watertight pipe system to the Owner's Representative at the time of final acceptance, showing the date of completion, which shall be the beginning of the guarantee period. 2. Guarantee shall include repair of trench back-fill that settles more than 1/2 inch or of plantings, lawns, paving, and walk materials damaged by settlement of trench backfill soils during the guarantee period. PART PRODUCTS 2.1 PIPE A. All PVC MAIN LINE AND LATERAL PVC (Polyvinyl Chloride Plastic) pipe shall be PVC 1220, Type 1, normal impact, I.P.S., N.S.F. approved. With the exception of 1-1/2" dia. pipe, which is allowed, all diameters shall be measured in 1"increments only,starting with a minimum diameter of 1". Schedule 40 PVC pipe shall conform to ASTM D 1784-69,ASTM D1785, and PS22-70. Class 200 PVC pipe shall conform to ASTM D1784-69, ASTM D2241, AND PS22-70. All PVC pipe shall be new, defect free, and continuously and permanently marked with the manufacturers name or trademark,size, schedule and type of pipe. All pipe shall be minimum of 200 PSI rated and with SDR 21 walls. 2.2 PVC PIPE FITTINGS A. All PVC fittings shall be PVC 1220, schedule 40,type 1, normal impact, I.P.S., N.S.F.shall meet the requirements of ASTM D-2466 unless otherwise noted. B. All PVC nipples shall be standard weight schedule 80, with molded threads. 2.3 PVC CLEANER AND PRIMER A. "Weld-On P-75"or approved equal. All approved equals for"Weld-On P-75"shall meet the requirements of ASTM F-656. 2.4 PVC SOLVENT CEMENT A. In all circumstances use"Weld-On 725"or approved equal. All approved equals for"Weld- On 725" shall meet N.S.F. approval for Type I and II PVC through three (3) inch and meeting requirements of ASTM D-2564. 2.5 PVC SLEEVES A. All sleeves shall be Class 200 PVC and shall be sized to provide sufficient clearance to accommodate all pipes and wire required to pass through the sleeve, plus room for an CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 3 additional Class 200 PVC pipe of minimum 2.5"diameter,unless otherwise specified on the drawings. 2.6 GALVANIZED STEEL PIPE AND FITTINGS A. All steel pipe shall be schedule 40, hot-dipped galvanized, conforming to ASTM A120-76. Fittings shall be hot-dipped galvanized, malleable iron. Diameters shall be measured in 1" increments only, starting with a minimum diameter of 1". 2.7 IRRIGATION HEADS A. Spray Heads: Hunter Industries PROS-06-PRS40-CV(MP Rotator Nozzle as specified on plans) B. Rotor Heads: N/A 2.8 VALVES A. Control Valves: 1. Automatic Control Valves: Hunter Industries ICV series. Size as specified on plans. 2. Manual Control Valves: Heavy duty Brass body control valves, straight or angle configuration, 150 PSI min. rating for valves less than 1-1/2"200 PSI rating for valves 1-1/2" or larger, conforming to ASTM B-62, with 'cross' or'hub' style handle. Size as indicated on plans. B, Isolation Valves: 1. Mainline isolation valves; Matco-Norca or approved equal. Shall be Cast Iron bodied Gate Valves with screwed joints, resilient seating, non-rising stem, screwed bonnet, solid wedge and 2 inch square operating nut. 2. Zone isolation valves;shall be Brass Gate valves as indicated on plans, 150 PSI min., rated, with standard seat and threaded ports. Valve shall be same size as line on which it is installed, unless otherwise indicated on drawings. Valves shall have brass or stainless steel wheel handle. D. Quick-Coupling Valves; Hunter Industries model HQ-3RC. E. Back-flow Prevention Device; "Wilkins"350/450 series; or approved equal (size as shown on plans). Provide test caps. Test back-flow after installation, submit report to owner. F. Manual Drain Valves; "Buckner" 2200 series; bronze angle valve, or approved equal. Valves shall be one (1") inch size. G. Pressure Relief Valve; "Wilkins"model number 600, preset at factory for 60lbs. pressure, or approved equal. 2.9 VALVE BOXES AND VALVE COVERS A. Valve Boxes for Control, Isolation, Pressure Relief and Ball Valves; for single valves, "Carson-Brooks Model #1419" or approved equal, with locking top and with six (6") inch extensions as needed to facilitate required installation. Where multiple valves are placed, CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 4 the boxes shall be no closer than four (4') feet on center. Boxes shall be "CARSON/BROOKS" brand, molded of a single piece of structural foam polyethylene or approved equal. Locking lids and extensions shall be of same manufacture as box. A. Backflow Prevention/ Point of Connection Assembly Vault; Vault shall be sized to allow installation of backflow prevention device and isolation valve. (See Backflow Device Assembly schematic) Contractor shall maintain a minimum clearance zone, on all sides, between any device and vault sides or other device or pipe. This zone shall extend from the center of any device to a distance equal to either the height or width of the device, whichever is greater, plus one-inch. "CARSON VAULT" size and type as specified on plans; or approved equal. B. Bolts for Locking Valve Box Lids: where locking or bolt-down lids are required the contractor shall provide stainless steel "penta" bolts (five-sided) and stainless steel washers. Bolts shall be of appropriate size and length for the specified valve box lid. 2.10 SWING JOINT ASSEMBLIES A. Prefabricated assemblies:"LASCO"with ten(10")inch lay length,for irrigation heads only, MIPT by spigot, schedule 80, or approved equal: for Quick-Coupling Valve swing joint assemblies use"LASCO"fittings with appropriate'lay length'as required by details. Verify use with Owner prior to installation. Pre-fabricated swing-joint assemblies must be a minimum three quarter(314") inch size and properly sized for associated irrigation heads and not increase water velocity through fittings above five (5) feet per second allowable industry standard. B. SPIRAL BARB FITTINGS FOR POLYETHYLENE SWING JOINT ASSEMBLIES: All fittings shall be constructed specifically for use in constructing"poly-pipe"swing assemblies. The fittings shall have a maximum operating water pressure of 80 PSI. All fittings shall be constructed of UV resistant, thermoplastic material and be so designed to permit'twist-in' insertion eliminating the need for glue and/or clamps. 2.11 IRRIGATION CONTROLLER(S), MONITORING AND SENSING DEVICES (Controller and Hunter Industries controller components provided by City. Contractor required to install as specified) A. Controllers: "HUNTER" "ACC" series controller (refer to plans for controller model specification). Wall mounted type (unless otherwise specified on drawings), with heavy- duty weather tight case, and locking hinged cover. ACC: The automatic irrigation controllers shall be of an advanced commercial design, with a large, backlit, 8 line by 20 character display, and user-friendly dial-and-button type programming. The controller shall have a removable facepack(containing the user interface and all program memory)which can be easily removed without tools for programming and diagnostics outside the controller enclosure. The controller facepack shall have non-volatile memory, with 9 VDC battery power to enable programming when removed from the enclosure. The controller interface shall have an Info button to provide text help instructions for each dial position. The controller shall also have two independently programmable Normally Closed Pump/Master Valve outputs. Pump/Master Valve activation combinations shall be CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 5 programmable by station; each station may have one, two, both, or neither P/MV output configured whenever the station is activated for any reason. Each Pump/Master Valve output shall have a capacity of .325 A @24VAC. The controller shall have an internal 120/230 VAC transformer of at least 120 volt-amp capacity, and shall have sufficient output capacity(4A @ 24V secondary)to operate up to 14 standard 24 VAC solenoids (12 solenoids plus 2 Pump/Master Valve outputs) simultaneously. For primary electrical wire sizing assume 2 amp max in 120V installations, 1 amp max in 230V installations. The controller shall have a self-diagnostic circuit breaker to prevent harmful overloads due to field wiring. The controller shall have a replaceable fuse, 6x20mm, 2A, 250V fast blow, and shall be supplied with one spare fuse. B. Flow Sensor; "HUNTER" HFS with corresponding "FCT" sized according to plans, or approved equal. (FUTURE) The flow shut-off device shall be capable of interrupting the power from the irrigation controller to the valves when flow in the system exceeds a pre-selected amount. The device shall be of a two-piece configuration with a sensor unit and a programmable interface panel. The interface panel shall be wired directly to the irrigation controller and mounted in close proximity to the controller. The sensor unit shall be wired to the interface panel and shall be housed in a PVC sensor body. The sensor bodies shall be available in 1, 1.5, 2, 3, and 4-inch Schedule 40 PVC and 1.5, 2, and 3-inch Schedule 80 PVC. The sensor shall be of a magnetic impeller-type design. The sensor circuitry shall be housed in a corrosion resistant plastic casing, completely sealed, and waterproof. The interface panel shall be enclosed in a durable, weather-resistant, locking plastic case designed for indoor or outdoor mounting. The interface panel shall have a system calibration button that calibrates the sensor to the highest zone flow while running. All adjustments to the interrupt period and system start-up delay shall be accomplished through two dials on the interface panel. Feedback on system performance shall be provided by LEDs on the interface panel and shall indicate if power is applied to the device and if flow is acceptable. The programmable interface panel shall provide for a start-up delay of 0 seconds to 300 seconds to allow for system stabilization before detecting for overflow conditions. Interrupt period shall be programmable from 2 minutes to 60 minutes, along with a manual reset function. The device shall be installed in accordance with the manufacturer's published instructions. C. Rain Sensor; "HUNTER"wireless "RAIN-CLIK", WR-CLIK-TR, or approved equal. The rain sensor shall be capable of interrupting the power from the irrigation controller to the valves when rainfall exceeds a pre-selected amount. The rain sensor shall be of a two-piece configuration with a transmitting unit and a receiving unit. The receiving unit shall be wired directly to the irrigation controller and mounted in close proximity to the controller. The transmitter unit may be mounted up to 1000 feet away from the receiver. The receiver unit shall also have a built-in bypass CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 6 switch to allow for overriding of the sensor. The unit shall be available in a 315 MHz model to meet local codes. The rain sensor circuitry shall be housed in an UV and corrosion resistant plastic casing and shall utilize 2 sets of hygroscopic disks to activate switches in the unit. One switch will be for the total rainfall compensation unit and the other for the Quick ResponseTM unit. The Quick Response T1.1 unit will turn off the irrigation system within 5 minutes of the onset of precipitation, depending on the intensity The sensor shall be adjustable by turning a plastic collar on the device that regulates an opening, thus varying the rate of evaporation from the disks. The sensor shall have an integral, adjustable, aluminum, mounting bracket that allows installation on angled, as well as perpendicular surfaces. The sensor shall have a mounting option that allows for installation on a rain gutter. The sensor shall be installed in accordance with the manufacturer's published instructions. 2.12 WIRE AND ELECTRICAL CONNECTORS A. Irrigation control wire shall be single strand insulated copper wire designed for 24 volts or greater, Type UF, UL approved for direct burial in NEC Class If circuits. Size of wire shall be in accordance with manufacturer's recommendation, but in no case smaller than number fourteen (14)gauge. Common wire shall be white and control wires shall be red. If more than one Common wire is required, additional Common wires shall be white with colored stripe(s). B. Hardwire Communication Wire: Hunter GCBL Wire or approved equal. C. Electrical Connectors; water tight electrical connectors "3-M DBY/DBR", or approved equal. D. Locate Wire; all water lines must be marked with continuous#14 gauge, single strand locate wire, with black color coating. 2.13 OTHER MATERIALS A. Concrete for Thrust-Blocking; N/A B. Pipe Joint Tape; pipe joint tape shall be a minimum of one-half inch (1/2") Teflon tape intended for use in wrapping threaded PVC and/or galvanized pipe fittings and points, as required. PART 3 EXECUTION 3.1 GENERAL A. Do not allow any work to be covered or enclosed until it has been inspected, pressure tested, and approved by the Owner's Representative. At end of each work day all holes and trenches shall be covered and/or barricaded. B. Installation of all materials and equipment shall be in strict accordance with the manufacturer's written specifications and recommendations and with local and state codes whether indicated on the drawings or not. The Contractor is responsible for calling to the immediate attention of the Owner's Representative any conflicts between the CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 7 manufacturer's written specifications and recommendations; local and state codes;and the Contract Documents. The Owner's Representative may require the Contractor, at no additional cost,to correct to the Owner's satisfaction any work installed that results in such conflicts. C. The location of pipe,sprinkler heads,valves,and other equipment shall be as shown on the plans and shall be the size and type indicated. No changes shall be made without prior approval by the Owner's Representative. Minor changes necessary to conform to ground conditions may be made by the Contractor without the Owner's Representative's prior consent in order to ensure the smooth progress of the work. However, all such changes are subject to approval by the Owner's Representative and must be recorded on Record Drawings. D. Permission to shut off any water lines must be obtained in writing from the Owner's Representative prior to the beginning of any work. Disruptions in service shall be kept to a minimum. E. The Contractor shall be responsible for maintaining the system and protecting it from all damage, including damage caused by vandalism or adverse weather conditions, until date of final acceptance. The Contractor shall be responsible for repairing such damage at no additional cost to the Owner. E. The Contractor shall maintain at the site a clean copy of the drawings for recording all changes to the project in accordance with the Records Drawings Procedure. All changes shall be recorded within twenty-four (24) hours of occurrence. FAILURE TO KEEP RECORD DRAWINGS CURRENT SHALL RESULT IN A REDUCTION OF PAYMENT TO CONTRACTOR. THE RATE OF PAYMENT SHALL BE BASED ON THE PERCENTAGE OF COMPLETION OF THE RECORD DRAWINGS. 3.2 INSTALLATION PROCEDURE A. No work shall be covered or enclosed until it has been inspected,tested,approved and signed off on the checklist.A 24-hour notice for approval shall be given. The Landscape Architect/consultant will maintain the inspection checklist with review by the maintenance department. 1. Layout, Stake, flag and/or paint the location of all heads, valves and piping according to the schematic design shown on the drawings. The layout is then to be approved. 2. Trenching shall proceed after layout approval. If during excavation, a large amount of unknown material (asphalt, concrete, wire, steel, etc.) is uncovered, the debris shall be removed from site, at contractor expense. Bottom of trench shall be free of rocks,asphalt, concrete,wire,steel and any other debris.Trenching is the preferred method for pipe installation. Pipe pulling is only allowed when a. The job site is at a park where open holes should be kept to a minimum. b. The soils are known to be clean and free of debris. Hand trench around existing tree roots of 2" and larger are encountered. Pipe shall have firm and uniform bearing on all pipe runs to prevent uneven settlement. Wedging or blocking of pipe is not permitted. 3. Mainline, thrust blocks and isolation valves shall be installed according to the specifications. The mainline installation is then to be approved. CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 8 4. The mainline is to be flushed before the installation of the automatic remote control valves.Soil may be placed in trenches between fittings to insure the stability of the line under pressure Thoroughly flush all mainline pipe. The flushing is then to be approved. 5. The mainline is then to be pressure tested, after valve installation, with the pipe filled with water and all air expelled. Minimum pressure test shall be 100 PSI without losing three(3) PSI over a two(2) hour period. Pressure can be achieved with a pump, but shall not be maintained with a pump. Supply certified pressure gauge during testing. Detect and repair all leaks and retest until approval is granted. 6. The lateral lines, swing joints and flexible pipe joints shall then be installed and then approved. 7. The lateral lines shall be thoroughly flushed to remove all debris and expel all air from the piping. The flushing is then to be approved. 8. Delay complete backfilling until pressure tests have been accepted. Backfill, settle with water and compact trenches in 6" lifts with material free of rocks and debris. Backfilling will then be approved. 9. Trench restoration will be completed by the contractor with seeding of trenches with a certified blue tag Alliance Perennial Ryegrass Blend. Provide submittal before seeding for approval by owner representative. 10. The installation of valve boxes and heads shall then be inspected and approved. 11. The installation of all wiring at valves and controller shall then be inspected and approved. 12. The installation of the ground rod will have a Megger test performed. The rod will then be inspected and approved. 13. Valve pressures will then be adjusted. The contractor will then adjust all heads. The head adjustment shall then be inspected and approved. 15. A walk through with the contractor, Landscape Architect/consultant and Portland Public Schools staff to establish a final punch list. All items on the punch list will then be corrected. 16. The final walk through will then take place with final acceptance and the signing of the warranty. 3.3 TRENCHING A. A minimum depth of cover to the top of irrigation piping shall be as follows: 1. All lateral lines shall be a minimum of twelve inches (12") deep. 2. All main lines shall be a minimum of eighteen inches (24") deep. 3. All communication and/or phone line wire runs shall be a minimum of twenty-four inches (24") deep. 4. Where multiple pipes are laid in common trench the contractor must maintain a minimum separation of 6" in any direction between all pipe. CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 9 B. Backfill in the cool part of the day whenever possible to minimize expansion and contraction of the PVC pipe C. Remove all lumber, rubbish,and rocks from irrigation trenches. Irrigation Imes shall have a firm, uniform bearing surface for the entire length of each line. Wedging or blocking of pipe other than specified thrust-blocking is not permitted. D. Pipe shall be flushed clear and clean of all dirt and foreign material prior to back-filling trenches. (See 3 12 FLUSHING AND TESTING) E. Backfill trenches in layers of not more than six inches(6")in depth and compact each layer (See Section 02220 EXCAVATING, BACKFILLING, AND COMPACTING compaction requirements). Fill trenches to finish grade with native or imported topsoil keeping the top three inches (3")free of rock Restore surface to original or better than original condition. F. Any materials or equipment damaged or destroyed while back-filling shall be repaired or replaced by the Contractor at no additional cost to the Owner. F. "Pulling" of pipe with a vibratory plow may be accepted as an alternate installation method for specific portions of the work. The Contractor shall request in writing of the Owner's Representative permission to use this method of installation. Requests shall include a complete description of the type of equipment to be used, the experience of the equipment operator and the areas in which pipe will be pulled. 35 PIPE A. Exercise care in handling and storing all pipe and fittings. Store materials under cover before using. Transport materials in a vehicle of adequate size and capacity to prevent bending or the concentration of an external load at any point on the materials. Any materials or portions of materials that show such damage shall be discarded and replaced. B. Remove all foreign matter and dirt from Inside pipe or fittings before lowering into the trench. C. Install all pipe and fittings per the manufacturer's specifications. Use the specified primer and cement on all glue joints. Use Teflon tape on all threaded joints. D. Install the specified locator wire on the top side of all pipe. Tape locator wire to the all pipe at no less than twenty foot (20') intervals. All sections of locator wire shall be spliced together with water-tight splice connectors, to provide a continuous run. E. Install concrete thrust blocks at all changes of direction for mainline pipe two and one-half inches(2-112")or greater in diameter. Place a minimum of one 60 pound sack of pre-mixed concrete against the pipe and firm undisturbed soil, in accordance with the pipe manufacturer's recommendations. F. Snake pipe in trenches to allow for expansion and contraction as recommended by the manufacturer. G Cut pipe ends square and remove burrs at all joints. 3.6 INSTALLATION OF DRIPLINE IRRIGATION COMPONENTS A. Control Zone Kit Assembly: CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 10 1. Flush mainline pipe before installing Control Zone Kit assembly. 2. Locate where shown on drawings. Connect control wires to remote control valve wires using specified wire connectors and waterproof sealant. Provide connectors and sealant per manufacturer's recommendations. 3. Install a maximum of four(4)Low Flow or Medium Flow Control Zone Kits per standard rectangular valve box. Install a maximum of one(1) Medium Flow Commercial Control Zone Kits per standard rectangular valve box. Install a maximum of one High Flow Commercial Control Zone Kits per jumbo rectangular valve box. 4. Locate valve boxes at least 12" from, and align with, nearby walls or edges of paved areas. 5. Group Control Zone Kit assemblies together where practical.Align grouped valve boxes in uniform patterns. Allow at least 12" between valve boxes. 6. Brand controller letter and station numbers on valve box lid in 2" high letters. B. Lateral Piping and Dripline Tubing: 1. Install lateral piping and dripline tubing at locations and in grid patterns as indicated on drawings and installation details, and in strict accordance with manufacturer recommendations. 2. Thoroughly flush PVC lateral piping, supply headers, and dripline tubing immediately upon installation. C. Air Relief Valve Kit Assembly: Install at all high points in dripline tubing grid as shown and directed on drawings and installation details. D. Flush Point Assembly: Install in flush header or at ends of each dripline zone segment as shown and directed on drawings and installation details. Install at least 12-inches from and align with adjacent walls or edges of paved areas. 3.8 CONTROL VALVES A. Install complete as detailed. All valve boxes shall be installed so that the top of the box is flush with finish paving grade or 1" above planting area grade. B. Verify locations with Owner's Representative prior to installation. 39 QUICK-COUPLING VALVES A. Install complete with fittings and covers as detailed on plans. 3.10 ISOLATION/MANUAL VALVES A. Install complete with fittings, valve boxes and extension(s), as detailed on plans. 3.11 DRAIN VALVES A. Install complete with fittings,valve boxes and extension(s),as detailed. Install a minimum of one cubic foot(1 c.f)drain rock at each drain valve location. 3.12 IRRIGATION HEADS CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 11 A. Install irrigation heads of types, sizes and coverage called for in the Irrigation Legend/Key at the locations shown on the plans. Minor changes in head location may be necessary to achieve the required coverage at no additional expense to the Owner. Notify the Owner's Representative for approval prior to making any changes. Document all changes on project record drawings as they occur. B. Locate no head closer than three inches (3")from any adjacent walk(gravel, concrete, or otherwise). 3.13 IRRIGATION SLEEVES A. Install sleeves for irrigation lines and/or control wire under pavement prior to placing pavement materials. Extend sleeves beyond pavement edge a minimum of twelve inches (12"). All sleeves shall be installed with a minimum depth of cover to the top of the pipe of twenty inches (20"). If length of required sleeve is greater than the length of the unit of pipe, solvent weld all joints required. Otherwise all sleeves shall be of one continuous length of pipe. B. Tape ends of sleeve closed to keep soil out of the sleeve until irrigation lines and/or control wire are installed. C. Permanently attach a single length of fourteen (14) gauge trace wire above the entire length of the sleeve. D. Stake both ends of sleeves with a readily visible stake extending twelve inches(12")above grade and below grade to the bottom of the sleeve. Mark the above grade portion of the stake with the words"Irrig.Sleeve". Remove stakes after sleeves are recorded on as-built drawings and after irrigation lines and/or control wires are installed and inspected. E. Place a minimum of four inches(4")of sand backfill over the top of all sleeves, in areas of new paving, before back-filling with soil or other sub-grade materials. 3.14 IRRIGATION CONTROL/PHONE/COMMUNICATION WIRING A. Lay control wire in trench under mainline and/or lateral lines whenever they occur in the same trench. Place control wires in sleeves/conduit under all paving and when not in common trench with mainline and/or lateral lines. B. Make all wire splices moisture proof using specified electrical connectors. Splices shall only be made in valve boxes. Provide a minimum of two foot(2')of coiled slack between all wire splices. All Communication control wire (section 2.12)splices shall be soldered and encased in water-proof packets and be approved by the Owner prior to covering. C. Control wires shall be bundled together and wrapped with electrical tape at intervals of no more than ten(10)feet. Wires shall be placed below mainline and/or laterals when in same trench. D. Clearly mark both ends of all wiring, on a permanent tag, with the number of the corresponding valve and controller station. Locate one tag at each control valve and one tag per wire in the controller. E. Install separate common wire for each controller. When 2-wire decoder system is specified a common wire is not required. CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 12 F. Sharp bends or kinks in the wiring shall not be permitted. Wires shall be unreeled in place alongside of or in the trench and shall be carefully placed along the bottom of the trench. Wire shall not be unreeled and pulled into trench from one end. G. Follow applicable requirements above for computer control/phone/communication wire. For all wiring coil a min. of 4' (four feet) slack at each location for all future connections. Place field ends in minimum ten inch(10")round valve boxes with extension(s)as needed to meet one half inch (1/2") above grade. Bring all control wires into controller. Leave a min. of 4 foot length for each wire coiled in box. Contractor will connect to appropriate equipment(Contractor will coordinate with Owner's Representative. The Contractor shall provide a 'continuity' test on all wiring to verify communication. H. Where any wiring is run in trench without irrigation piping the appropriate warning tape shall be placed in trench six inches (6")above the wiring. J. Trace wire shall be laid on top of all mainline and potable water service line and taped to the top of the pipe with electrical tape wrapping the entire circumference of pipe. Trace Wire shall be taped at intervals of no less than 10'and at all Tee's and turns in the pipe. A min. of 2'of trace wire shall be looped in each valve box unless otherwise directed by the Owner's Representative. 3.15 IRRIGATION CONTROLLERS A. The Owner is responsible for providing a power source and phone line connection to the specified controller locations in accordance with the manufacturer's standard specifications, recommendations, and all applicable local and state codes. B. Location of controller(s)is shown on plans.The final location will be determined by owner's representative. C All field control wire and communication wire shall be installed in a clean and neat manner into all equipment. A 48" pigtail is required at controller. D. Refer to plans for controller installation requirements. 3.16 BACKFLOW PREVENTION DEVICE A. Install complete with fittings and materials as specified (see plans). Follow all applicable state and local codes and requirements for installation and testing. (Contractor is responsible for any required permits, licenses and testing reports for double check valve.) Copy of test certificate to be sent to the Project Manager and included in Project Manual (see 3.19). 3.17 FLUSHING AND TESTING A. Thoroughly flush all piping before testing and installation of irrigation heads and before back-filling any trenches. B. The Contractor shall not allow or cause any work to be covered before it has been inspected and approved. Work covered before approval shall be uncovered at the Contractor's expense. C. Soil may be placed in trenches between fittings to insure the stability of the line under pressure. In all cases, fittings and couplings must be open for visual inspection for full CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 13 period of test. No testing shall be done until the last solvent welded joint has had a minimum of twenty-four(24) hours to set and cure. D. Before testing, fill pipe with water and expel all air from pipes. E. In system with concrete thrust blocks, the test shall not be made until at least five(5)days have passed after all concrete thrust blocks are installed, If higher early strength cement is used in the concrete thrust block, the test shall not be made until at least two(2)days have elapsed. F. Test lateral piping at full pressure. Minimum pressure test on mainline, valves,joints and fittings, shall be one-hundred(100)pounds per square inch without losing more than three (3)pounds per square inch for a period of two (2) hour. The Contractor shall first perform the test for himself and repair any leaks or defects. The Contractor shall then notify the Owner's Representative at least twenty-four(24) hours in advance and complete another test in the presence of the Owner's Representative for approval. All testing shall be done with a certified pressure gauge supplied by the Contractor. Submit written certification of the gauges' accuracy prior to testing. G. The Contractor shall adjust and balance the irrigation system to provide uniform coverage. The Contractor shall change or adjust heads and/or nozzles as required to provide uniform coverage and match final grades. Upon completion of all systems and coverage tests performed by and for the Contractor,the Contractor shall notify the Owner's Representative at least twenty-four (24) hours in advance, and perform another coverage test in the presence of the Owner's Representative for approval. H. Where inspected work does not comply with specified requirements or if pressure tests fail, replace the rejected work until reinspected by the Owner's Representative and found to be acceptable. The Contractor shall credit the Owner, against the Contract Amount, at a rate of sixty dollars per hour($60.00/hr.) for re-inspection of failed tests. I. All locator wires must be tested and approved by the Owner's Representative prior to Final Payment. All wire tests shall be conducted by the Contractor and approved by Owner's Representative. 3.18 CLEAN-UP A. Upon completion of the work, clean up all boxes, wrappings, excess materials, and other rubbish resulting for this work and leave the site in original or better condition. 3.19 FINAL SUBMITTAL A. The Contractor shall comply with"Record Drawing Procedures"specified in Section 01700 PROJECT CLOSEOUT and shall include all approved variations or changes, indicating all main and lateral line locations, valves, quick-couplers, drains, wire runs, pump(s), and irrigation heads, located by field dimensions to the nearest permanent landmark approved by the Owner's Representative. B. The Contractor shall provide an Irrigation Valve Schedule, laminated on both sides with plastic, for placement inside the appropriate controller cabinet. C. Extra Materials: In addition to installed system, furnish the Owner with the below listed items. Provide with itemized invoice of closeout products and receive signature of receipt from the Project Manager. 1. Two sprinkler head bodies of each size and type. CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 14 2. Two nozzles for each series and type. 3. Two gate valve operating keys (one 12" and one 30"). 4. Two quick coupler valve keys 5. Two controller enclosure keys. C. The Contractor shall provide a clean, legible print of the final Project Record Drawing with all zones clearly color-coded. The Contractor shall laminate both sides with plastic. Submit to Owner's Representative for approval. D. The Contractor shall provide three(3)copies of all equipment operation instructions, parts lists, service manuals, specification sheets,warranty information,winterization instructions, precipitation rates for irrigation heads, and circuit operating time for each zone; properly collated, punched and bound in a three(3)ring binder. Each binder shall be clearly marked with the following information; PROJECT MANUAL "Project Name" (from Contract Documents) Date of Project Completion Contractor's Name and Address Submit project manuals to Owner's Representative for review and approval. E. The Contractor shall be responsible for providing up to eight (8) hours of training and orientation covering the adjustment and maintenance of the irrigation system. The Contractor shall be responsible for one full winterization and one spring activation of the Irrigation system, following completion of the work, and shall conduct these operations as part of the Owner's training and orientation procedures. END OF SECTION CITY OF TIGARD-FANNO CREEK HOUSE IRRIGATION MARCH 2013 SECTION 02810 PAGE 15 SECTION 02920 SOIL PREPARATION PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Soil materials. 2. Preparing planting areas. 3. Preparing lawn areas. B. Related Sections: 1. Section 02810, Irrigation 2. Section 02931, Lawns and Grasses: Hydro-seeding 1.2 REFERENCES A. Definitions: 1. Noxious Weed: Includes Blackberry, Canada Thistle, Dandelion, Horsetail, Morning Glory, Nut Sedge, Poison Oak, Rush Grass, Annual Bluegrass, Bermuda Grass, Brome, Crabgrass, Johnson Grass, Nut Grass, Quack Grass, and other plants designated as a noxious weed by authorized State and county officials. 1.3 SUBMITTALS A. Quality Assurance Submittals: 1. Submit certification of quantities of topsoil, and soil amendments delivered to the site. 2. Submit one copy of certificates of inspection for soil amendments as required by governmental authorities. 3. Submit one copy of manufacturer's or vender's certified analysis of soil amendments. 1.4 QUALITY ASSURANCE A. Qualifications of Topsoil: 1. Prior to delivery of topsoil, submit written statement giving location of property from which topsoil will be obtained, Owner's Representative will inspect site. 2. Include in written statement, names and addresses of property owners,depth of soil to be stripped and two year history of crops grown from similar soil. B. Regulatory Requirements: 1. Meet State of Oregon licensing requirements for the application of herbicides. C. Packing and Shipping: 1. Deliver commercial fertilizer in original containers with labels indicating weight, chemical analysis and name of manufacturer. D. Storage and Protection: 1. Store fertilizers and lime in dry place and protect from contamination by herbicides. 2. Protect soil materials from deterioration by surface moisture erosion, freezing temperatures, and chemical contamination during storage and handling. 3. Protect existing and new improvements from damage and staining. CITY OF TIGARD- FANNO CREEK HOUSE SOIL PREPARATION MARCH 2013 SECTION 02920, PAGE 1 4. Provide protective cover and barriers as necessary to prevent damage and staining. 1 5 SITE CONDITIONS A. Environmental Requirements: 1. Prepare soil only when topsoil is not in a wet, mud, and frozen condition. B. Scheduling: 1. Schedule preparation of seeding areas within 48 hours prior to application of seeding. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Substitute Manufacturers: 1. Contractor must submit all requested or equal products/materials during the bidding period for approval. 2.2 MATERIALS A. Existing Topsoil: 1. Verify existing site topsoil prior to beginning work. Project site soil analysis is required from certified soil testing lab. B. New Imported Topsoil: 1. Fertile, friable, natural loam, surface soil, free of subsoil clay lumps, brush, weeds, roots, stones larger than 1 inch in any dimension and other material harmful to plant growth. 2. Free of noxious weeds as designated on State of Oregon Dept.of Agricultures Noxious Weed List. 3. Obtain from well drained site. C. Garden Mulch: 1. Free from noxious weed seed, foreign materials, and chemicals and substances harmful to plant life. Garden mulch, as supplied by Grimm's Fuel Company,Sherwood, Oregon, 503-625-6532, or approved. D. Humus: 1. Compost, as approved by Owner E. Commercial Peat Moss: 1. Dried horticultural peat moss, coarse, shredded, acid reaction pH 4.0-5.0, water absorbing capacity 1100 to 1200 percent moisture content approximately 30 percent, containing no more than 2 percent ash or foreign matter. F. Commercial Planting Fertilizers: 1. Comply with State of Oregon fertilizer laws, uniform in composition, granular or pellet form, dry, free flowing, and bearing guaranteed analysis of manufacturer. 2. PF1: Organic base fertilizer with minimum 10 percent nitrogen, 6 percent phosphoric acid and 4 percent potash, 50 percent nitrogen in slow release form, Webfoot Slow Release 10-6-4 by Pacific Agro Company 3. PF2: Nitroform 38-0-0. 4. PF3: 16-7-12 (+iron)controlled release. 5. PF4: Superphosphate 0-45-0. CITY OF TIGARD- FANNO CREEK HOUSE SOIL PREPARATION MARCH 2013 SECTION 02920, PAGE 2 G. Commercial Lawn Seed Start Fertilizer: 1. Comply with State of Oregon fertilizer laws, uniform in composition, dry, free flowing. 2. Granular, non-burning product, composed of not less than 50 percent organic, slow acting, guaranteed analysis. 3. SF1. Containing 20 percent nitrogen,26 percent phosphoric acid,and 6 percent potash by weight, or similar composition. H. Commercial Lawn Top Dress Fertilizer: 1. Comply with State of Oregon fertilizer laws, uniform in composition, dry, free flowing. 2. Granular, non-burning product, composed of not less than 50 percent organic, slow acting, guaranteed analysis. 3. DF1: Containing 31 percent nitrogen, 3 percent phosphoric acid, and 10 percent potash by weight, or similar composition. 2.3 EQUIPMENT A. Fertilizer Spreading Equipment: 1. Power Operated Spreaders: Rotary or drop distribution equipment. 2. Manual Operated Spreaders: Hand operated distribution equipment. 2.4 SOURCE QUALITY CONTROL A. Laboratory Analysis: 1. Provide imported topsoil analysis by recognized laboratory made in accordance with methods established by the Association of Official Agriculture Chemists. PART 3 EXECUTION 3.1 PERFORMANCE A. Site Verification of Conditions: 1. Examine site for conditions which will adversely affect execution, permanence, quality of work, survival of plant material, and survival of grasses. 2. Verify that grade and slopes of lawn areas are acceptable to Project Manager prior to beginning soil preparation. 3. Report existing conditions detrimental to completion of soil preparation work. 4. Begin Work required in this Section only after conditions are satisfactory. 3.2 PREPARATION A. Protection of Existing Site: 1. Protect utility lines,storm drainage lines, site improvements, and underground utilities. 2. Stake location of underground utilities and avoid excavation in these areas beyond safe limits. 3. Hand excavate where required to avoid utility line damage. B. Stockpiling: 1. Stockpile and protect imported planting soil mix on site in designated location. 2. Stockpile and protect acceptable existing topsoil on site in designated location. C. Preparation of Existing Topsoil: 1. Remove stones, mortar,concrete,asphalt,and debris larger than 1 inch in diameter to a depth of 6 inches below finish grade. 2. Remove branches,wood chips, roots, and material harmful to plant life to a depth of 6 inches below finish grade. CITY OF TIGARD - FANNO CREEK HOUSE SOIL PREPARATION MARCH 2013 SECTION 02920,PAGE 3 3. Remove or spray as required to eradicate noxious weed growth and roots. 4. Achieve complete removal or kill. 5_ Kill achieved by working soil is permissible for annual non-noxious broadleaf weeds. 6. Place three inches of humus. 7. Apply lime at rate recommended by project required soil analysis and as approved by City. Lightly rake to incorporate into soil. 8. After raking, apply 16-7-12-fertilizer at 10 pounds per 1000 square feet. 9. Till to a depth of six inches, thoroughly mixing components. D. Preparing Planting Areas. 1. Spread six cubic yards compost and 40 pounds of commercial fertilizer for each 1,000 square feet of planting bed area. 2. Till soil amendments into existing topsoil to a minimum depth of 4 inches. 3. Float existing amended topsoil to 2 inches below finish elevations indicated on Civil Drawings. 4. Apply garden mulch at 3 inch consistent depth. E. Preparing Lawn Areas: 1. Spread six cubic yards of compost and 40 pounds commercial fertilizer for each 1,000 square feet of lawn area. 2. Till soil amendments into existing topsoil to a minimum depth of 4 inches. 3. Float lawn areas to achieve a uniform slope to meet existing grade elevations. 4. Smooth to finish grades before planting, mulching, and seeding. 5. Roll finish grades to obtain firmness with minimum 200 pound roller. 6. Surface soils shall be in a loose condition to a minimum depth of 1/2 inch and a maximum depth of 1-112 inches. F. Preparing Vegetated Corridor Areas: 1. Remove all invasive plant species throughout treatment areas as shown on plans. 2. Apply garden mulch at 3 inch consistent depth. G. Finish Grading Lawn Areas: 1. Remove high spots and fill depressions 2. Drag and hand rake lawn areas to produces smooth, even grades as indicated on Civil Drawings. 3. Maintain existing grades at limits of Work. 4. Slope to grades acceptable to Owner's Representative. 5. Provide positive, 1 percent minimum drainage. 6. Remove gravel and stones larger than 1 inch. 7. Remove or break up soil clods larger than 1/2 inch. 8. Remove sticks, rubbish, debris, and material harmful to plant life. 3.2 COMPLETION A. Adjusting and Cleaning: 1. Restore prepared areas to specified condition where eroded, settled, or compacted after mixing of soil amendments and fine grading prior to landscape planting and seeding. 2. Remove excess topsoil and soil amendments from adjacent paving, curb, and walk surfaces. 3. Provide protective cover and barriers as necessary to prevent damage and staining. 4. Remove debris, topsoil, fertilizer, limestone, textural soil amendment, and soil mixes from curbs, walks, paving, and other improvement surfaces daily. 5. Broom and hose down curb, pavement, and walk areas daily as necessary to maintain clean surfaces. CITY OF TIGARD-FANNO CREEK HOUSE SOIL PREPARATION MARCH 2013 SECTION 02920, PAGE 4 6. Transport surplus materials to a legal disposal area. END OF SECTION CITY OF TIGARD- FANNO CREEK HOUSE SOIL PREPARATION MARCH 2013 SECTION 02920, PAGE 5 SECTION 02930 LAWNS AND GRASSES SECTION 02931 HYDRO-SEEDING SECTION 02933 SEEDING PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Hydro seeding. 2. Dry seeding. 3. Lawn maintenance. B. Products Installed but Not Furnished under This Section: 1. Furnished by Owner. Grass seed mixture. C. Related Sections: 1. Section 02920, Soil Preparation: Topsoil and soil amendments. 2. Section 02950, Trees, Plants, and Ground Covers: Planting. 1.2 SUBMITTALS A. Quality Assurance Submittals: 1. Submit seed vendor's certified statement of percent of see for each grass seed species. 2. Comply with standards established by the Official Seed Analysts of North America. 1.3 QUALITY ASSURANCE A. Packing and Shipping: 1. Seed Mix: Provided by Hobbs & Hopkins, Ltd., (503) 239-7518, Pro-Time 305 "Shade Mix"; or"Shadow" by Sunmark Seeds, (503) 241-7333 or approved equal. B. Storage and Protection: 1. Store seed at the site in dry area. 1.4 SITE CONDITIONS A. Environmental Requirements: 1. Apply seed when wind velocity is less than 5 miles per hour at the site. 2. Do not plant lawns when the air temperature is below 40 degrees F or above 80 degrees. B. Scheduling: 1. Perform seed work after soil preparation, planting, irrigation, and other work affecting ground surface has been completed. 2. Plant lawns after April 15 and before October 16, unless otherwise approved by CITY OF TIGARD- FANNO CREEK HOUSE LAWNS AND GRASSES MARCH 2013 SECTION 02930, PAGE 1 Owner's Representative. 3. Apply seed within 4 hours after final preparation of seeding areas. 4. Do not seed or sod within 2 feet of base of trees. 1.5 MAINTENANCE A. Lawn Maintenance: 1. Maintain seeded grass areas for a minimum of 45 days after seeding is completed for each new grass area. 2. Irrigate new seeded lawn areas at a maximum rate of 0.5 inches of water per hour to keep soil materials moist. 3. Do not walk on lawn areas for the first 30 days to irrigate,weed, or replace grass seed, or sod without using plywood protection boards to walk over prepared lawn areas. 4. Apply lawn fertilizer at 5 pounds per 1,000 square feet and thoroughly water lawn areas on the 14th day after seeding, or sodding. 5. Apply Top Dress Fertilizer with mechanical rotary or drop type distributor. 6. Water fertilizer into soil. B. Repair of Seeded Lawn Areas: 1. Apply grass seeds to bare areas which occur in lawn areas within the 90 day installers guarantee period. 2. Reseed lawn areas where soil erosion or poor germination causes bare areas. 3. Immediately remove and replace seeded areas showing excessive growth of perennial and annual weeds, deficent grass growth, and damage. 4. Completely remove weeds including weed roots. 5. Remove and replace excessively weeded, grass growth deficient and damaged areas in accordance with requirements in this Section. C. Maintenance Conclusion: 1. Notify Owner's Representative in writing 5 days minimum prior to Owner assuming maintenance responsibility for lawn areas. 2. Acceptance of seeded lawn areas is contingent meeting the requirements of this Section and the establishment of a healthy,thick,weed-free stand of grass, uniform in thickness, texture, color, and height. 3. Weed-free Tolerance: One broadleaf or narrowleaf weed for each 50 square feet of lawn area. 4. Provide maintenance beyond the required maintenance period as necessary to achieve specified results. PART 2 PRODUCTS 2.1 GROWERS A. Substitute Growers: 1. Comply with requirements in Section 01600, Material and Equipment. 2.2 MATERIALS A. Accessory Materials: 1. Vapor Retarder: 6 mil thick, black polyethylene sheet, ASTM D 2103. 2. Seed Lawn Fertilizer. Commercial mix, 16-4-8, not less than 50 percent cold water insoluble nitrogen derived by incorporating a minimum of 800 pounds urea formaldehyde per ton of fertilizer. 3. Ammonium Sulfate: 21-0-0 composition. CITY OF TIGARD-FANNO CREEK HOUSE LAWNS AND GRASSES MARCH 2013 SECTION 02930, PAGE 2 4. Water: Furnished by Owner. 5. Peat Moss: Pre-soaked, natural, shredded or granulated peat moss, fine texture,with pH of 4 to 6 water capacity of 1,100 to 2,000 percent. B. Grass Seed: 1. Seed Mix: Provided by Hobbs & Hopkins, Ltd., (503) 239-7518, Pro-Time 305 "Shade Mix"; or"Shadow" by Sunmark Seeds, (503)241-7333 or approved equal. C. Hydro Mulch: 1. Material: Virgin wod cellulose fiber containing no growth or germination inhibiting factors. 2. Application Metering Material: Green dye to facilitate visual metering. 3. Performance Characteristics: Forms a homogenous slurry upon agitation for rapid and even dispersal. 4. Acceptable Wood Fiber Mulches: Silva-Fiber by Weyerhauser, Hydro Mulch by Conwed Corp., Spray Mulch by Spray Mulch Industries. 2.3 EQUIPMENT A. Hydro Seeding Equipment: 1. Hydraulic Equipment: Continuous mixing and agitating action to mix water, seed, fertilizer, and mulch and distribute the mixture on lawn areas. B. Temporary Fence: 1. Chain Link Fence 6 foot high with in ground posts 10 ft. on center and a 10 foot swing gate with chain for pad lock. 2. Warning Signs: 8-1/2 by 11 inches, wrapped in plastic or waterproof, with one inch high letters. 3. Sign Copy: THANK YOU FOR NOT WALKING ON GRASS C. Dry Seeding Equipment: 1. Type: Rotary or drop distributor. PART 3 EXECUTION 3.1 PERFORMANCE A. Verification of Conditions: 1. Inspect topsoil in new lawn areas. 2. Verify compliance with required soil preparation, compaction, grades, slope to drains, and completion of underground utility lines in lawn areas. 3. Start of lawn planting Work indicates acceptance of subgrade and topsoil conditions. B. Protection of Adjacent Surfaces Prior to Seeding: 1. Protect existing utility systems, paving,walks, curbs, and other site improvements from damage during seeding and hydro seeding. C. Protection of Adjacent Surfaces Prior to Hydro Seeding: 1. Install 10 feet minimum width vapor retarder sheet cover at perimeter of hydro seeding area to prevent hydro seeding drift on adjacent surfaces. 2. Lap joints 6 inches minimum. D. Surface Preparation for Seeding: CITY OF TIGARD-FANNO CREEK HOUSE LAWNS AND GRASSES MARCH 2013 SECTION 02930, PAGE 3 1. Comply with requirements in Section 02920, Soil Preparation. 2. Remove hard or soft topsoil areas and adjust grade of topsoil where required. 3. Lightly irrigate dry planting soil. 4. Allow time for free surface water to drain prior to seeding. E. Dry Seeding: 1. Seed indicated areas within Contract limits and areas adjoining Contract limits which have been disturbed as a result of construction operations. 2. Apply seed evenly by sowing equal quantities in two directions, at right angles to each other. 3. Apply grass seed at 8.0 pounds for each 1,000 square feet, (348 pounds per acre). 4. Apply 3 pounds ammonium sulfate for each 1000 square feet. 5. After seeding, rake or drag surface soil lightly to incorporate seed into top 1/8 inch of soil. 6. Roll with light lawn roller. 7. Do not seed within 2 feet of base of trees. F. Hydro Seeding: 1. Apply seed, mulch, fertilizer and water uniformly in one application with hydraulic equipment to prepared lawn areas. 2. Apply 5 pounds seed mixture for each 1,000 square feet. 3. If approved by Owners Representative to seed after October 15th, increase grass seed mixture by one pound per week per 1000 square feet up to a total of 11 pounds per 1000 square feet. 4. Apply 35 pounds(dry weight)wood fiber mulch for each 1,000 square feet for slopes 8 to 1 or less and 50 pounds(dry weight)wood fiber mulch for each 1,000 square feet for slopes steeper than 8 to 1. 5. Apply 3 pounds ammonium sulfate for each 1000 square feet. 6. Apply mixture through a pressure spray distribution system providing a continuous, nonfluctuating discharge of mixture in the above quantities uniformly on lawn areas. 7. Apply seed and mulch mixture using a sweeping, horizontal motion of spray distribution system. 8. Do not seed within 2 feet from base of trees. 3.2 COMPLETION A. Adjusting and Cleaning: 1. Remove and replace defective sod to obtain even distribution. 2. Contractor may adjust method of seeding application only when written request is acceptable to Owner's Representative. 3. Repair or replace irrigation system components damaged during lawn seeding, and sodding. 4. At completion of Work in each area, remove debris, equipment, and surplus materials. 5. Wash walks, walls, and paving areas adjacent to lawn areas to remove seed, mulch, and soil materials from exposed surfaces. B. Installation of Temporary Fence: 1. Install temporary fence at perimeter of lawn areas. 2. Install posts at 10 feet on center maximum, to a depth of 12 inches. 3. Install warning signs on posts at 50 foot intervals with minimum of one sign on each side of each lawn area. 4. Remove fence when lawn areas are established. CITY OF TIGARD- FANNO CREEK HOUSE LAWNS AND GRASSES MARCH 2013 SECTION 02930, PAGE 4 END OF SECTION CITY OF TIGARD- FANNO CREEK HOUSE LAWNS AND GRASSES MARCH 2013 SECTION 02930, PAGE 5 SECTION 02950 TREES, PLANTS AND GROUND COVERS PART1 GENERAL 1.1 CONDITIONS AND REQUIREMENTS A. The Landscape Contractor must have an Oregon Landscape Contractor's license (in good standing) and be bonded in the State of Oregon. 1.2 SECTION INCLUDES A. Labor, materials, equipment and supervision necessary to complete all work shown on the drawings and in the project manual. 1. Soil preparation 2. Weed eradication 3. Fine-finish grading 4. Planting material 5. Trees, shrubs and groundcover planting 6. Tree staking and guying 1.3 RELATED SECTIONS A. Section 02810 - Irrigation B. Section 02930— Lawns and Grasses 1.4 QUALITY CONTROL A. Landscape Contractor to employ competent individual knowledgeable with landscape construction and plant material installation in the project area. Individual to be on-site at all times during installation of plant material. B. Protect stored plant material from sun, wind and freezing conditions. C. Protect all on-site stored plant material from acts of vandalism. D. Contractor shall schedule and conduct planting operations to minimize storage of plant materials on the project site. The location and conditions of storage shall be reviewed for approval by the Owner and the Project Manager. E. Before proceeding with the installation of any section of the landscaping, Contractor shall check and verify the correlation between ground measurements and the drawings. 1.5 DESIGN AND PLAN A. The layout of the landscape plan is schematic -follow as closely as is practical. 1.6 UTILITIES CITY OF TIGARD-FANNO CREEK HOUSE TREES, PLANTS AND GROUND COVERS MARCH 2013 SECTION 02950, PAGE 1 A. Protect active utilities encountered; notify persons owning same. Contractor to verify location of all underground site utilities with General Contractor. 1.7 GUARANTEE AND REPLACEMENT A. Plant Material: Guarantee all plant material after final acceptance for a period of one full year. B. Tree Staking: Be responsible for tree staking for one full year after acceptance. Remove all staking and tree wrap after guarantee period. 1. Tree Staking not required for Vegetated Corridor plantings. C. Limitations: Replace plant material not surviving or in poor condition, except only loss or damage due to vandalism, or acts and neglects on the part of others. 1.8 SUBMITTALS A. Sources and Delivery Dates: Provide list of sources and dates of estimated delivery of all plant material as specified, 21 days after signing Contract with Owner. B. Herbicide Applicator: Submit license of Herbicide Applicator to the Project Manager prior to application of herbicides. PART 2 PRODUCTS 2.1 TREES, SHRUBS AND GROUNDCOVERS. A. General: Genus, species and variety, quantity, size and condition as indicated on the drawings. Plant material shall be healthy nursery stock, well branched, full foliaged when in leaf, free from disease, injury, insects, all weeds, and weed roots. Plant materials must meet requirements of American Standard for Nursery Stock, 2004 Edition, ANSI Z60.1. No cold storage plants. B. Nomenclature: Genus, species and variety as indicated on plant materials listing. Plant names conform to those given in Standardized Plant Names, 1942 Edition; names of varieties accepted in nursery trade. C. Quantities, Sizes and Varieties: Exact quantities of named species and varieties of plant material shall be governed by that shown on the planting plan. Overgrown plants which have been pruned back to the specified sizes will not be accepted. In the event of a discrepancy between material listings or labeling on the plans, the indicated plant spacing or graphic location shall govern the number of items installed. D. Condition: Balled and burlapped (B&B) stock shall have a natural ball sufficient to ensure survival and healthy growth. Potted and container stock well rooted, vigorous enough to ensure survival and healthy growth. Container plans shall have grown herein a minimum of 6 months and a maximum of 2 years, with roots filling the containers but not showing evidence of being or have been root bound nor damaged nor affected by heat, drought or freezing conditions CITY OF TIGARD-FANNO CREEK HOUSE TREES, PLANTS AND GROUND COVERS MARCH 2013 SECTION 02950, PAGE 2 2.2 TOPSOIL A. Topsoil: 1. Landscape Contractor is responsible for supplying and installing required topsoil. 2. Topsoil to be representative of the area, fertile, friable, free from rocks, roots, noxious weeds, sticks and other foreign materials harmful to plant growth. 3. Imported topsoil is required in areas where site representative soils are not sufficient for plant growth. Contractor to figure base bid imported topsoil requirement of 50 cu. yards. 2.3 FERTILIZERS A. General: Approved brands meeting requirements or applicable state fertilizer laws. Uniform in composition, dry and free flowing. Deliver to the site in original unopened containers, each bearing the manufacturer's guaranteed analysis. 1. Commercial Mix 'B' - 50% Slow Release Nitrogen, Inorganic 16-16-16-5. 2. Commercial Mix'C' - 10-15-10 Slow Release, as manufactured by Webfoot Fertilizer Company, Portland, Oregon, or equal. 3. Agricultural Gypsum. 4. Best-Paks, 20-10-5, or equal. 2.4 TEXTURAL SOIL AMENDMENTS A. Garden mulch, as supplied by Grimm's Fuel Company, Sherwood, Oregon, 503-625- 6532, or approved, as approved by Owner. 2.5 TREE GUYING AND STAKING MATERIALS (not required for Vegetated Corridor plantings) A. Wood Tree Stakes: 2x2 S4S, Douglas Fir, 8' lengths, free of knot holes or grain defects, treated with two liberal coats of Olympic stain number 713 finish preservative (two per deciduous tree, three per conifer). B. Tree Ties: "GardenPlus" tree ties. "chain-lock" tree tie or approved equal. C. Guy Wire and Stakes: 12-gauge steel wire, galvanized, use double strand. D. Additional Requirements: Meet other detail requirements as shown on plan and details. 2.6 ANTI-DESICCANT/ANTI-TRANSPIRING SPRAY A. Wilf-Pruf or Vapo-Guard. 2.7 GARDEN MULCH MATERIALS A. Free from noxious weed seed and all foreign material harmful to plant life. Submit CITY OF TIGARD-FANNO CREEK HOUSE TREES, PLANTS AND GROUND COVERS MARCH 2013 SECTION 02950, PAGE 3 sample for approval Garden mulch, as supplied by Grimm's Fuel Company, Sherwood, Oregon, 503-625-6532, or approved. PART 3 EXECUTION 3.1 GENERAL A. Remove from all planting areas, stones, mortar, concrete, asphalt, rubbish, construction debris, and any other materials harmful to plant life. Additional excavation may be required at tree and shrub locations to obtain proper soil depth for root ball. 3.2 WEED ERADICATION AND CONTROL A. Application of Herbicides: Application of herbicides for weed control as may be required, may be made only by approved applicator licensed by the State of Oregon. B. Spray: Spray as required to eradicate all grasses, noxious weed growth and roots (two applications minimum). C. Restrictions: Kill achieved by working soil is not permissible. 3.3 SOIL PREPARATION FOR PLANTING AREAS A. Broadcast the following materials (per 1,000 square feet of area) evenly over topsoil placed in each planting area. Rototill materials into topsoil, 4" to 6" deep, prior to installation of plant material. 1. Amount/1,000 Square Feet: 6 cubic yards Textural Soil Amendment 15 lbs. Commercial Mix 'B' Fertilizer 50 lbs. Agricultural Gypsum 3.4 PLANTING OF TREES AND SHRUBS A. Appearance: Plant trees and shrubs upright and face to give best appearance or relationship to adjacent plants and structures. B. Weather Conditions: Planting operation to begin as soon as weather conditions permit by accepted local practice. C. Layout Approval: Layout of planting areas to be approved by the Project Manager prior to installation. D. Excavation of Holes: All planting holes shall be excavated twice the size of the tree, shrub or groundcover root ball or root system. Trees to be planted on undisturbed subgrade where possible. E. Prior to placement of each tree and shrub, place Best-Pak according to CITY OF TIGARD-FANNO CREEK HOUSE TREES,PLANTS AND GROUND COVERS MARCH 2013 SECTION 02950, PAGE 4 manufacturer's recommendations in the bottom of each hole 1. Fertilizer tablets not required for Vegetated Corridor plantings. F. Balled and Burlapped Materials: Loosen and remove carefully twine binding and burlap from top of root balls. Stake or guy trees immediately after planting each tree. G. Roots: Cut off cleanly all broken or frayed roots. H. Pruning: Prune trees and shrubs to remove damaged branches, improve natural shape and thin not more than 15% of branches. I. Backfilling: Place and compact lightly backfill soil mixture carefully to avoid injury to roots, fill all voids J. Planting Fertilizer: When hole is three-fourths filled, spread evenly around root ball: Commercial Mix 'C'. Provide the following: 1. All one gallon containers: 1 Teaspoon 2. All two gallon containers: 1 Tablespoon 3. All three to five gallon containers. 2 Tablespoons 4. All evergreen or deciduous trees: 1 Ib for each caliper inch measured 4" above top of root ball. K. Watering: When hole is filled, completely soak and allow water to soak away. Fill holes to finish grade and prepare for other work indicated. 3.5 PLANTING BED GRADES A. Grades and slopes are to be in accordance with rough finish grades established by others, plus increase resulting from addition of topsoil and mulch. Grades shall be 2" below bordering paving, curbs, walls, etc. before application of mulch. Heights of berms above top of curbs to be approved by Project Manager before planting. 3.6 PRE-EMERGENCE WEED KILLER (not required in Vegetated Corridor Treatment Areas) A. Apply weed killer according to the manufacturer's directions on the planting beds, after planting and before mulching. No weed killer shall be applied to areas of future bulb plantings. Herbicide must be applied by a licensed chemical applicator. The Landscape Contractor shall use his best judgment during application procedures to avoid lateral movement of chemical into lawn areas. The Landscape Contractor may elect to skip certain portions of planting beds if lateral movement of chemical cannot be avoided. Notify the Project Manager of areas that did not receive herbicide. Landscape Contractor is still responsible for weed control through maintenance period. 3.7 MULCHING OF PLANTING BEDS A. Apply garden mulch to shrub planting areas with 3" layer of specified garden mulch within two days of planting. Cover entire planting beds, apply evenly. CITY OF TIGARD- FANNO CREEK HOUSE TREES, PLANTS AND GROUND COVERS MARCH 2013 SECTION 02950, PAGE 5 3.8 WATERING EQUIPMENT A. Hose and other watering equipment required for performance of work to be furnished by Landscape Contractor. 3.9 CLEAN-UP A. Keep premises reasonably free from accumulation of debris, equipment and surplus materials. Leave project site in neat and orderly condition. 3.10 MAINTENANCE A. Begin maintenance immediately after each tree, shrub and groundcover is planted. Continue maintenance as follows, for(1)one year after acceptance. Protect and maintain planting until acceptance. Water, weed, cultivate, mulch and reset plants to proper grade or upright position, remove dead wood from plant material as required for best appearance. Irrigate when necessary to avoid drying out of plant materials, and as required to promote healthy growth. Maintain all planters according to the above. Provide for additional "spot" watering of tree stock during maintenance period. END OF SECTION CITY OF TIGARD-FANNO CREEK HOUSE TREES, PLANTS AND GROUND COVERS MARCH 2013 SECTION 02950, PAGE 6