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Home My WebLink AboutAllStar Construction Group Inc - Gesa Stadium Batting Cages (CP5-PR-8R-1901)1� Y, CONTRACT DOCUMENTS GESA STADIUM -BATTING CAGE Pasco Washington CONTRACT NO. CP5-PF-8R-1 9-01 Approved for Construction: ach Ratkai, A&CS Director City of Pasco 2./M Date COPY C;y 01 �sco Administrative and Community Services ADDENDUM #001 GESA STADIUM — BATTING CAGE INVITATION TO BID PROJECT NO. CP5-PF-8R-19-01 March 6, 2020 The following addendum is hereby issues and made a part of the Invitation to Bid for the GESA Stadium Batting Cage Project No. CP5-PF-8R-19-01. Questions Q. What is the anticipated construction start date of the GESA Stadium Batting Cages proiect? A. Anticipated start should be a day or two after the city council approves the award of the project, and once contracts are signed. Contractor should be able to get bonding and insurance information started after bids are opened in preparation of upcoming council approval. City Council bid award is scheduled for March 16, 2020. Q. It looked like there is no mandatory walkthrough, (is that) correct? A. There will be no mandatory walkthrough of the project. Q Is it mandatory to be registered with Quest in order to bid on this proiect? A. Yes. All bidders must be registered through Quest CDN in order to bid on the project. Q. What are the liquidated damages for this proiect? A. Liquidated damages would be set at $500/day at time of contract. The Bid Opening Schedule remains unchancied. Submittals are due on: March 11, 2020 at 2:00 pm. This addendum will be placed on QuestCDN and the City of Pasco Website. NOTICE is hereby given that must be signed and enclosed with the sealed bid I for the GESA Stadium — Batting Cage — CP5-PF-8R-19-01 as evidence that the bidder have familiarized themselves with all information incorporated herein. Allstar Construction Group, Inc. Company Name Bruce Emory President Name (Please Print) Title Signature Allstar Construction Group, Inc Contractor 06-06i woo co Administrative and Community Services P.O. Box 293 - 525 N. Third Ave. B Pasco, WA 99301 ADDENDUM #001 GESA STADIUM — BATTING CAGE INVITATION TO BID PROJECT NO. CP5-PF-8R-19-01 February 28, 2020 Clarifications The estimate for this project is $300,000. The Bid Opeing Schedule remains unchanged. Submittals are due on: March 11, 2020 at 2:00 pm. This addendum will be sent through Quest CDN only. NOTICE is hereby given that must be signed and enclosed with the sealed bid I for the GESA Stadium — Batting Cage — CP5-PF-8R-19-01 as evidence that the bidder have familiarized themselves with all information incorporated herein. Allstar Construction Group, Inc. Company Name Bruce Emory President Name (Please,Print) Title Signature Allstar Construction Group, Inc. Contractor City of Pasco TABLE OF CONTENTS GESA Stadium — Batting Cage Contract No. CP5-PF-8R-19-01 INVITATIONTO BID........................................................................................................................AD-1 INFORMATION FOR BIDDERS: StandardSpecifications...........................................................................................................lb-1 Explanation of Contract Documents and Work Site..............................................................IBA Qualificationof Bidders............................................................................................................IB-1 Water........................................................................................................................................ IB -1 Rightof Way.............................................................................................................................IB-1 Submission of Bid Proposal....................................................................................................IB-2 Scheduleof Events.................................................................................................................IB-2 Awardof Contract...................................................................................................................IB-2 Prevailing Wage Requirements.............................................................................................IB-3 PROPOSAL: BidProposal ..................................................... ......................................................................... P-1 SubcontractDisclosure.........................................................................................................SDA BidBond................................................................................................................................. BB -1 Non -Collusion Declaration....................................................................................................NC-1 Prevailing Wage Rate Reference................................................................................. PWRR-1 CONTRACT: Contract................................................................................................................................. CO -1 PerformanceBond................................................................................................................ PBA PaymentBond....................................................................................................................... LB -1 CONSTRUCTION DRAWINGS ................................. February 2020 ....................................Under Separate Cover GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco INVITATION TO BID February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco ATTENTION CONTRACTORS INVITATION TO BID GESA Stadium - Batting Cage CP5PF8R1901 The City of Pasco, Washington is inviting and requesting bid proposals for the GESA Stadium — Batting Cage, CP5PF8R1901. This project involves construction of a two -tunnel batting cage that meets Minor League standards. Bid documents, including plans and specifications, may be obtained beginning Wednesday, February 26, 2020 through QuestCDN.com using the eBidDoc 6852865 for standard download fee of $15.00. QuestCDN.com can be contacted at 952-233-1632 or info@questCDN.com for additional information and assistance. Bids shall be addressed to the Mayor and the City Council and will be received at the office of the City Clerk, City Hall 1 st Floor, 525 North 3r' Avenue, Pasco, Washington, up to the hour of 2:OOPM on Wednesday, March 11, 2020, and then shall be opened in the City Council Chambers located on the first floor of the City Hall Building. At the time and date stated, the bids will be publicly opened and read aloud. Bids are to be submitted only on forms provided in the specifications. All bids must be accompanied by a "Good Faith Token" in the form of a Certified Check, Cashier's Check or Bid Bond in the amount of not less than 5 percent (5%) of the total or highest bid. Technical questions regarding the scope of this project should be put in writing and directed to Zach Ratkai, City of Pasco, Administrative and Community Services, 525 N. 3rd Avenue, PO Box 293, Pasco, WA 99301, Email: ratkaiz@pasco-wa.gov. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority- and women -owned businesses are encouraged to submit bids. All work performed on the project will be subject to the prevailing state wage rates. The City Council reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and 4actors involved ::sake the award to best serve the interests of the City of Pasco. DATED: February 21, 2020 Publish: February 26, 2020 March 4, 2020 February 2020 Za Ra'14, A&C _. Director Project Manager GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco INFORMATION FOR BIDDERS Explanation of Contract Documents and Work Site..............................................................IB-1 Qualificationof Bidders............................................................................................................IB-1 Water........................................................................................................................................I B-1 Rightof Way......:......................................................................................................................I B-1 Submission of Bid Proposal....................................................................................................IB-2 Scheduleof Events.................................................................................................................IB-2 Awardof Contract...................................................................................................................IB-2 Prevailing Wage Requirements.............................................................................................IB-3 February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco INFORMATION FOR BIDDERS EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE Bidders should carefully examine the Contract Documents and work site to fully acquaint themselves with all the conditions and matters which can in any way affect the work or the cost thereof. Any explanation regarding the meaning or interpretation of the Contract Documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of the bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to all bidders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. QUALIFICATION F BIDDERS All bidders must be pre -qualified in accordance with Pasco Municipal Code Chapter 14.15 'Qualification for Public Works Construction'. The City reserves the right to refect any bid of such bidder who is not on the City maintained list of responsible contractors eligible to perform services as governed by PMC 14.15. WATER If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will be furnished by the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non-refundable handling and processing fee for the meter and valve. The City will charge the Contractor for any water used in the construction of the project. Any water used for this project shall be considered incidental to construction and will be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve. The Contractor shall provide the necessary back flow prevention device when connecting to the water service. The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekly. There shall be no specific measurement and payment for the use of water. All payments necessary to meet the requirements of this provision shall be considered incidental to the work and included in the Contract price. RIGHT OF WAY All work in the public right of way must be performed in accordance with Pasco Municipal Code 15.30. February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders pre -qualified in accordance with PMC 14.15 (Sec. 1-02.1). Bids shall be mailed or hand delivered to the Office of the City Clerk, City Hall, 525 N. 3rd Ave., Pasco, WA 99301. The envelopes containing the bids shall be sealed and addressed to the Mayor and City Council. Bids shall clearly indicate the company name and project (i.e. GESA Stadium — Batting Cage) for which they are intended. The proposal forms to be completed for the bid package include: the Proposal (Sec. 1-02.6), the Bid Bond, the Non -Collusion Declaration (Sec. 1-02.8(1)), the Subcontract Disclosure (Sec. 1-02.6), and Acknowledgement of any Addenda (Sec. 1-02.6). All blank spaces for bid prices shall be completed either in ink or be type written and shall contain the appropriate amounts in figures (Sec. 1-02.6). Bid Security (surety bond) shall be submitted with the proposal and failure to submit same shall be cause for rejection of the bid. Bid Security shall be in the form of a certified check, cashier's check, bid bond, or money order made payable to the `City of Pasco' in the amount of equal to at least five percent (5%) of the total amount of the bid. Security deposited by an unsuccessful bidder will be returned as soon as practicable after the bid opening. Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof (Sec. 1-02.10). Any bid received after the time and date specified shall not be considered (Sec. 1-02.9). No bidder may withdraw a bid within 60 days after the actual date of the opening thereof (Sec. 1-03.2). Bids will be accepted from Contractors who are eligible to perform services as governed by PMC 14.15 and who obtained original bid documents from either QuestCDN.com. SCHEDULE OF EVENTS Once the lowest responsible bidder has been determined and the City has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents along with the Performance Bond, Payment Bond, and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been returned, a Pre -Construction Conference will be held and the Notice to Proceed will be issued (Sec. 1-08.4). AWARD OF CONTRACT The award of the contract is contingent upon approval by the Pasco City Council. It is the intent of the City to award a contract to the lowest responsible bidder provided the bid February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available. The City reserves the right to (Sec 1-03.1): • Waive any informality in bids received when such waiver is in the best interest of the City. • Accept Alternates in any order or combination, unless otherwise specifically provided in the bidding documents, and to determine the low bidder on the basis of the sum of the Base Bid and the Alternates accepted. Reject any and all bids • Republish the invitation for bids. Once the lowest responsible bidder has been determined and the City Council has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution. The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been returned, a Pre -Construction Conference will be held and the Notice to Proceed will be issued (Sec. 1-08.4). PREVAILING WAGE REQUIREMENTS Because this is a Public Works contract, the Contractor and all sub -contractors must follow the State's Prevailing Wage requirements. The Contractor must submit the Intent and Affidavit forms, approved by the Department of Labor and Industries. Intent forms must be filed prior to the start of work, if possible. Affidavits are filed after completion of the work. The City may not make any payments where the Contractor and all sub -contractors have not submitted the approved Intent form; nor may not release retainage until the Contractor and all sub- contractors have submitted the approved Affidavit forms. February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco PROPOSAL BidProposal................................................................................................................................................... P-1 SubcontractDisclosure.............................................................................................................................. SD -1 BidBond.......................................................................................................................................................BB-1 Non -Collusion Declaration......................................................................................................................... NC -1 Prevailing Wage Rate Reference......................................................................................................PWRR-1 February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco BID PROPOSAL GESA STADIUM = BATTING CAGE Contract No. CP5-PF-8R-19-01 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Contractor(s): The undersigned declares that he has carefully examined the site at 6200 Burden Boulevard And has carefully examined specifications, plans, laws, and ordinances covering The construction of a two -tunnel batting cage. In accordance with the terms, provisions, and requirements of the foregoing, the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the work in place and in good working order. SCHEDULE OF PRICES Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. Base Bid $ - <c -5u Bid Alternate 1 (Wind Screen) Bid Alternate 2 (Trellis) $ February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco BID PROPOSAL GESA STADIUM — BATTING CAGE Contract No. CPS -PF -8R-19-01 The Proposal Form, Bid Bond, Non -Collusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to proceed and that all work should be completed within 90 working days. The undersigned further agrees to pay as liquidated damage for each consecutive working day thereafter as provided in the current Standard Specification for road, bridge, and Municipal Construction Section 1-08.9. Accompanying this Proposal is a certified check, cashier's check or bid bond, payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco, and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check or bid bond accompanying this proposal shall be forfeited to and become the property of the City of Pasco. Otherwise, the certified check, cashier's check or bid bond accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged ofaddendum(s) No.(s) 1, , 2 & DATED ATRic 1 d WATHIS 11. DAY OF March ,2020 SIGNED: PRINTED NAME: Bruce Emory, President NAME OF COMPANY: Allstar Construction Group, Inc. ADDRESS: 2545 Van Giesen St., Richland, WA 99354 TELEPHONE: 509-943-9825 STATE CONTRACTOR'S LICENSE NO.: ALLSTCG902MZ February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco SUBCONTRACT DISCLOSURE All Subcontractors must be prequalified in accordance with Pasco Municipal Code 14.15 "Qualification for Public Works Construction," at the time of bid submittal. Bidder acknowledges that work performed by a non -prequalified subcontractor will not be accepted by the City of Pasco. WE, the undersigned, intend to employ the following city pre -qualified subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. We intend to employ the firm(s) of: NAME ADDRESS UBI # List Item Number 1) 4&so L'� Pte. 91"W-ekd Lmk (Electrical) 2 (Plumbing) 3) 4) 5) and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: cn�h- Fo.� C FIRM: NAME: ADDRESS: TELEPHONE EMAIL: February 2020 Allstar Construction Group, Inc. Bruce Emorv, President 2546 Van Giesen St. Richland. WA 99354 509-943-9825 bruce@allsL'.arcai.com GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco BID BOND Bond No. TS -271 KNOW ALL MEN THESE PRSEN S, that we, the undersigned, Allstar Construction Group, Inc. as Principal, and rave rs asJnlrua Casty and s Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of 5% of bid for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this 11th day of March , 2020. The conditions of the above obligation is such that whereas the Principal has submitted to the City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract in writing, for the GESA Stadium - Batting Cage, Contract No. CP5-PF-8R- 19-01. NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID. Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extensions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Travelers Casualty and Surety Allstar Construction Company of America Grozp, Inc. Principal Surety By: Attorney in Fact, IMPOR. ANT: Surety companies executing BONDS must appear on &heeTreasuryelic Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Washington. February 2020 GESA Stadium - Batting Cage Contract No.CP5-PF-8R-19-01 y q FORA O NN d ' February 2020 GESA Stadium - Batting Cage Contract No.CP5-PF-8R-19-01 Travelers Casualty and Surety Company of America ,nM. Travelers Casualty and Surety Company TRAVELERS .1 St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Christine V Felicetty of SEATTLE , Washington , their true and lawful Attomey-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 17th day of January, 2019. State of Connecticut City of Hartford ss. By: ' s Robert L. Rane enior Vice President On this the 17th day of January, 2019, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2021 t ° Anna P. Nowik, Notary Public �4;,WrEr: This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St_ Paul Fire and Marine Insurance Company, do hibymajW that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full forep9�1� gwils Dated this day ofsU�J:N•• ••:�� c q/IcTFORD c > VIV y i eARr€orr LL HARTFORD.f- t USA � ` ry� .'' ' •" �� ''y d(� ` '°° �`� .�� Kevin E. Hughes, Assistant Secretary rrrrnruuuW To verify the authenticity of this Power ofAttorney, please callus at 1-800-421-3880. Please refer to the above-named Attorney -in -Fact and the details of the bond to which this Power of Attorney is attached, City of Pasco NON -COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this propos[, I am deemed to have signed and to have agreed to the provisions of this 15eclaration. �' SIGNA Bruce Emory - President, Allstar, Construction Group, Inc. PRINT NAME February 2020 -GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco PREVAILING WAGE RATE REFERENCE The State of Washington prevailing wage rates applicable for this public works project, which is located in Franklin County, may be found at the following website address of the Department of Labor & Industries: https://fortress.wa.clov/lni/wagelookup/prvwagelookup.aspxx Based on the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is August 31, 2019, including subsequent updates that are effective October 12, 2019 and November 7, 2019. A copy of the applicable prevailing wage rates are also available for viewing at the office of the Public Works Director, located at 525 North 3rd, Pasco, Washington. Upon request, the City will mail a hard copy of the applicable prevailing wages for this project. Please forward your request in writing to the address above, or by calling (509) 545-3444. February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco CONTRACT Contract....................................................................................................................................................... CO -1 PerformanceBond......................................................................................................................................PB-1 PaymentBond............................................................................................................................................. LB -1 February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 City of Pasco STATE OF WASHINGTON ss COUNTY OF FRANKLIN CONTRACT GESA STADIUM — BATTING CAGE Contract No. CP5-PF-8R-19-01 This agreement and contract made and entered into in triplicate this day of 2020 by and between the City of Pasco a municipal corporation, hereinafter called the City and herein fter called the Contractor. WITNESSETH: That whereas, the City has caused to be prepared certain plans and specificat' for impr ements in and for the City of Pasco and the Contractor did on the I I day of �/ , 2020 file with the Office of the City Clerk of the City of Pasco, Washington, a Proposal to furnish all equipment, labor, materials and appurtenances and to pay for the same, and agreed to accept for and in full consideration of the sums fully stated and set forth in said Proposal as full compensation for the completed work. WHEREAS, the said plans, specifications and proposal fully and accurately described the terms and conditions upon which the contractor proposes to furnish said equipment, labor, tools, materials and appurtenances and perform work, together with the manner and time of furnishing the same. It is therefore agreed, first that a copy of said specifications, plans and proposal, filed as aforesaid on the I I A'�— day ofL,OCr� 2020 be attached hereto and the same are hereby made the items and conditions of this agreement by and between the City and Contractor in all matters and things therein set forth and described; and further that the City and the Contractor accept and agree to the terms and conditions of said plans, specifications and proposal as filed as completely as if said terms and conditions and plans are herein set out in full. In witness whereof the parties hereto have caused this agreement to be executed the day and year herein above written day of , 2020. CITY OF PASCO BY: Dave Zabell, City Manager ATTEST: 1�06"/ r~_ Debby B th m, City Clerk Approve to 7 son Law, City Attorney t9 � S1 �- Con actor Signature 4u S MWo By: Printed Name February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 1 of 2 Originals City of Pasco PERFORMANCE BOND BOND TO THE CITY OF PASCO KNOW ALL MEN BY THESE PRESENTS: Bond No. 107 258 446 Tra t %tl�e��t�r�ilgned, Allstar Construction Group; Inc. as principal, and an urety Co . off America — a corporation organized and existing under the laws of the State of Washington, as a surety corporation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with Municipal Corporations, as surety, are jointly and severally held and firmly bound to the City of Pasco in the penal sum of $403,101.48 _ for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation is entered into a pursuance of the statutes of the State of Washington, and ordinances of the City of Pasco. Dated at Seattle , Washington, this 1 8th day of May -12020. Nevertheless, the conditions of the above obligation are such that: WHEREAS, pursuant to action taken by the City Council of the City on A�%�e Mayor and City Clerk of the City of Pasco have let or are about to et to the said uction Group, Inc,-, the above bounden principal, a certain contract, the same contract being numbered CP5-PF-8R-19-01 and providing for GESA Stadium - Batting Cage (which contract is referred to herein and is made apart hereof as though attached hereto.) WHEREAS, the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for in the manner and within the time set forth. AllstarConstruction NOW, THEREFORE, if the said Group,Inc. shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors, and material men, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void; but otherwise it shall be and remain in full force and effect. Approved as to Form: Travelers Casualty and ?"I "r _%*1, p - Companv of America ' .) - Zy. ; CTIA COM Fix in Pact Allstar Co truction Group, Inc. Contractor B February 2020 GESA Stadium - Batting Cage Contract No.CP5-PF-813-19-01 City of Pasco Bond No. 107 258 446 PAYMENT BOND TO THE CITY OF PASCO Bond No. 107258446 Allstar Construction The City of Pasco, Washington, City has awarded to Group, Inc. _ (Principal), a contract for the construction of the project designated as GESA Stadium - Batting Cage, Contract No. CP5-PF-8R-19-01, in Pasco, Washington (Contract), and said Principal is required under the terms of that Contract to furnish a payment bond in accord with Title 39.08 Revised Code of Washington (RCW). Travelers Casualty and The principal, and Surety Company of America (Surety), a corporation organized under the laws of the State of Connecticut and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds" as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are Jointly and severally held and firmly bound to the City in the sum of -,',,Four hundred three thousand one hundred one & 48/100%' US Dollars ($ 403,141.48 } Total Contract Amount, subject to the provisions herein. This statutory payment bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall pay all persons in accordance with RCW Titles 39.08, and 39.12 including all workers, laborers, mechanics, subcontractors, and material suppliers for the carrying on of such work, and all taxes incurred on said Contract under Title 50 and 51 RCW an all taxes imposed on the Principal under Title 82 RCW; and if such payment obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract, or to the work to be performed under the Contract shall in any way affect its obligation on this bond, except as provided herein, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two (2) original counterparts, and shall be signed by the parties' duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and original power of attorney for the officer executing on behalf of the surety. A tar PRINCIPA nstruction Group, Inc. By: 5-18-2020 Principal I ignature Date Printed Name Title Travelers Casualty and SURETY: Surety Com any of America �A1IN II IIryll,t, By 5-1 8- 202 Surety Signature Date Chris A. Fix Printed Name Attorney in Fact Title Name, address, and telephone of local office/agent of Surety Company is: P.O. Box 715 nc. Seattle, WA 98175 PH: 206-361-9693 Approved as to form: Signature February 2020 Title Date J � J tHARTFOI bD %1 �z ` CONN. : o 7 ' GESA Stadium - Batting Cage Contract No.CP5-PF-8R-19-01 Travelers Casualty and Surety Company of America A11111111111ii, Travelers Casualty and Surety Company TRAVELERS, St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint CHRIS A FIX of SEATTLE , Washington , their true and lawful Attorney -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 17th day of January, 2019. A��yc `�f7p JA�,SY oho �� ?3 o K w HARTFORD. 47M01 �Goftcolla O State of Connecticut City of Hartford ss. t1� By: Robert L. Rane , enior Vice President On this the 17th day of January, 2019, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Y P Y i e:oraxr M Commission expires the 30th da of June, 2021 *• as�e�+c Anna P. Nowik, Notary Public This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, whichremainsin full force and Dated this ! 0 day of MQ �i WRT `'.p j FORD, Zc b _ GCNN. % 7� � ,!`„'�'•� y6HARiFORD +ae � ="� Kevin E. Hughes, Assistant Secretary To verify the authenticity of this PowerPlForney, please call us at 1-800-421-3880. Please refer to the above-named Attomey-in-Fact and the details of the bond to which this Power ofAttorney is attached. ALLSINC-01 CMOORE TE ,a►`oR>D• CERTIFICATE OF LIABILITY INSURANCE FDA 5/18/2020 (MMIDDNYYYI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT rNAME__ Richland Office Pa newesXA nsurance, Inc. I i City of Pasco CONSTRUCTION DRAWINGS February 2020 GESA Stadium — Batting Cage Contract No.CP5-PF-8R-19-01 1 2 13 4 115 6 7 B 9 10 PRESERVE AND PROTECT, Q EXISTING SOD AND 4 X IRRIGATION TO REMAIN G E SA STADIUM BATTING CAGE N z 3 �a FILL AREA WITH F E 61 CONTRACTORAREA, + d BEAUTY ROCK, 3' F +F 25'WIDE BY 21 - DEEP MIN. PARKING STALLS + +• + ++ `O0 �QQ F i• e aaNS! i F OGVERIFY WITH 0 6200 BURDEN BLVD a J3 NEW SOD OVER l 6'F O OOTOPSOIL,�O INREVISE,EXTEND, Q TA MAINTAIN 6' MODIFYEXISTING O O O PASCO WA 99301 LLSECUR FENCE AT IRRIGATION SYSTEM FOR + O ENTIRE FULL COVERAGE + Q y� Q PERIMETER OF NEW SOD �a00 0 GENERAL NOTES PROJECT TEAM DRAWING INDEX yy� Q O 71� 8z REMOVE AND + • <d O Q O ° 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THESE DRAWINGS, THE ■■ O PRESERVE AND PROTECT, SPECIFICATIONS, AND THE CURRENT ED17IONSOFTHE IBC. IMC, NEC AND THENW DRAWN BY REINSTALL ++ �. 000 EXISTING PLANTS, BEAUTY NON-RESIDENTIAL ENERGY CODE, AND ALL CITY OF PASCO REGULATIONS. OWNER ARCHITECTURAL: ROCK, AND IRRIGATION TO 2. THE CONTRACTOR AGREES TO ASSUME SAFE AND COMPLETE RESPONSIBILITY FOR THE AI.01 TITLE SHEET AP FENCING FOR + CITY OF PASCO CONTACT: • d O O REMAIN JOB SITE DURING THE COURSE OF THE PROJECT, INCLUDING THE SAFETY OF ALL 525 N. 3RD ZACH RATKAI A1.02 BATTING CAGE SITE ACCESS + . n O O O ° ° PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND CHECKED BY PASCO, WA 99301 NOT BE LIMITED I NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL BW O 0 DEFEND, INDEMNIFY AND HOLD THE ARCHITECT AND OWNER HARMLESS FROM ANY AND (509) 544-3080 CNIL; E — „' 0 O 0 0 ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK C0.01 GENERAL NOTES JOB NUMBER E OOO ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ARCHITECTURAL 00.02 DEMOLITION PLAN 19091 THE OWNER OR ARCHITECT, OR THIRD PARTY IN VIOLATION OF THE LAW OR IN O O 01.01 SITE PLAN O O TRE SPASS. THE CONTRACTOR SHALL PRACTICE SAFETY ATALL TIMES AND SHALL DESIGN WEST ARCHITECTS CONTACT: CTA GRADING PLAN REVISIONS 0 FURNISH, ERECT, AND MAINTAIN SUCH FENCES, BARRICADES. LIGHTS. AND SIGNS 830 N. COLUMBIA CENTER BLVD., BRANDON WILM 0 O NECESSARY TO GIVE ADEQUATE PROTECTION TO THE PUBLIC AT ALL TIMES. THE SUITE E C1.21 UTILITY PLAN ` 0 O ARCHITECT MAKES NO WARRANTY THAT THE CONSTRUCTION -PHASE FENCES, ETC., ARE KENNEWICK, WA 99336 NEW CONCRETE .� -od 0' PRESERVE AND PROTECT EXISTING BEAUTY O ADEQUATE TO ENSURE SAFETY DURING CONSTRUCTION OPERATIONS. (509) 783-2244 WALK, STAIRS, O O ROCK, ELEVATE E%ISTWG IRRIGATION BOX 3. PLAN INTENT: THESE DRAWINGS REPRESENT EXISTING CONDITIONS (CONTRACTOR 70 STRUCTURAL: RAILS. AND WALLS, < AND ADD FILL SOIL TO ELEVATE GRADE TO PRESERVE AND VERIFY ALL ACTUAL CONDITIONS), AND THE FINISHED FACILITIES AND UNLESS 50.01 GENERAL NOTES AND SCHEDULES SEE CIVIL NEW EXISTING SIDEWALK OTHERWISE INDICATED, THEY DO NOT SHOW THE METHOD OF CONSTRUCTION.THE CIVIL AND STRUCTURAL S1.01 PLANS AND ELEVATION Q PROTECT EXISTING CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PRODUCE THE FINISHED 55.01 SECTIONS AND DETAILS GROUPAREA METER ENGINEERING, INC CONTACT: EXISTING METAL FACILITIES ANU TO PROTECT THE WORK AND PROPERTY, THE SAFETY OF THE Q STAIR TO REMAIN 0 WORKERS, AND OTHER PERSONS DURING CONSTRUCTION. THE CONTRACTOR IS 12W. KENNEWICK AVE. GARY FLEMING Q 0 REPAIR/REPLACEIREVISE SOLELY RESPONSIBLE FOR THE ABOVE MEASURES AND VISITS TO THE SITE BY THE ((&)Q)KEN�1589 A' ge336 FILL AREA WITH BEAUTY EXISTING SLAB AND GATE AS ARCHITECT SHALL NOT INCLUDE OBSERVATION OF SAFETY MEASURES. O O ROCK, 3' DEEP MIN. NEEDED TO ACCOMMODATE IMPROVEMENTS. + `d o' oQO WALL EXISTING CONCRETE "ACONCRETECO CONSTRUCTION MATERIAL KEY VICINITY MAP SEE DEMOLITION O NOTE$ LANDING TO REMAIN p + . O Q O PRESERVE AND PROTECT, • EXISTING FIELD LIGHT POLE Q D + c TO REMAIN 0° Q O �— EARTH f .�: D Q auao=N BLVD �. < a. n FILL AREA WITH 0 Q 0 Q • CRUSHED GRAVEL NORTH i _ BEAUTY ROCK, 3' O + + - w +71- 3 DEEP MIN. .,( NEW SOD OVER 6'OF • +• OOOO TOPSOIL, REVISE, • AJEXTEND, MODIFY a O O++}EXISTING IRRIGATION . Q OOO0 ®STEEL CONT.COVERAGE OF NEW SOD . • a° °O 0 °OO•++LANDSCAPE B%1 0 + Q ° Q BEAUTY ROCKS I STEEL + h 555 FRAME, SEE n + + • . + • . GESA SRA1YAD&SN�f I lOH d 7o STRVCTURAI WOOD BLKNG STADIUM \• NEW CONCRETE ® CONT. WOOD c + + \ + + WALK, STAIRS, CONTRACTORAREA,SECUREWITH KING RAILS, AND WALLS, 6' SECURITY FENCING (21 PARKING • . SEE CML STALLS), REPAIR ALL DAMAGES TO d + • . + . . + + + ASPHALT, STRIPING, CURBAPING TO, C FENCE, AND LANDSCAPING TO • • \ SYMBOLS 1� To START OT CONDITION PRIOR + NEW BATTING •\• + + + `L Y TO START OF CONSTRUCTION CAGE, (2) TUNNELS + + „ • + + + „ + Ai W e + CS O BUILDING SECTION - —Q 0 FILL AREA WITH SLOPED 8 +O • + Q Al m BEAUTY ROCK, 3- CONCRETE + `+ 'PROJECT AREA V m DEEP MIN. SIDEWALK, " " ` DETAIL A5.20 4tV` ,,nn 01 SEE CML - r O 0 § •\•' + EW SOD OVER ,w R \ a,' • + + + 6- OF TOPSOIL. REVISIONS YI — Q d `. + REVISE, EXTEND, MODIFY EXISTING A1/4,00 C> Q c\• ` ` IRRIGATION INTERIOR ELEVATION _ + NEW CONCRETE SYSTEM FOR N D. ` + WALK STAIRS, FULL COVE E W Q TO RAILS, AND WALLS, OF NEW B <. d° \• Q. +"++ SEE CML DEMOLITION NOTES BID ALTERNATES PROJECT SCHEDULE m B ` d ` ` + +4 1. THE OWNER RESERVES ALL SALVAGE RIGHTS. COORD. SALVAGE ITEMS WITH OWNER (IN WRITING) A. BID ALTERNATE *1: WIND SCREEN. ADD ALL MATERIALS AND A. THE CONTRACTOR SHALL PLAN AND EXECUTE THE CONTRACTOR AREA, •/- 25' W IDE BY 21 + + + .' \ • PRIOR TO DEMOLITION. CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION MATERIAL AT AN LABOR REQUIRED TO PROVIDE THE WORK SHOWN ON WORK, INCLUDING ANY PREMIUM LABOR COSTS OR PARKING STALLS • + - + + APPROVED OFF-SITE LOCATION. COMPLY WITH CITY, COUNTY AND STATE DISPOSAL REGULATIONS. DRAWINGS AND ASSOCIATED SPECIFICATIONS, AS IDENTIFIED IN SPECIAL WORK SCHEDULING, TO COMPLY WITH LONG, VERIFY • PRESERVE AND PROTECT, 2. CONTRACTOR IS RESPON$IBLEFOR ANY DAMAGE TO ADJACENT WORK AND IS RESPONSIBLE FOR THE CONTRACT DOCUMENTS. ATTAINING SUBSTANTIAL COMPLETION WITHIN: + + 4 d EXISTING FIELD FENCE TO THE REPAIR OF ANY DAMAGE AT CONTRACTORS OWN EXPENSE. 1. BASE BID: NO WIND SCREEN AND FABRIC 1. 90 TOTAL CONSECUTIVE CALENDAR DAYS (MARCH 2 WITH OWNER `` ` �< REMAIN 3. CONTRACTOR SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO ACCOMPLISH NEW WORK 2. BID ALTERNATE #1; COMPLETE INSTALLATION AND TO MAY 31.2020). COMMENCEMENT DATE TO BE SET DATE SHOWN IN ARCHITECTURAL AND CML, DRAWING SHEETS. REVIEW COMPLETE SET OF MATERIALS FOR CUSTOM PRINTED FABRIC WINDSCREEN. WITH NOTICE TO PROCEED. FAILURE TO COMPLY + + + + CONSTRUCTION DOCUMENTS PRIOR TO STARTING DEMOLITION. INCLUDE GALVANIZED CHAIN LINK BACKING SYSTEM WITH WITH THESE DEADLINE SHALL CONSTITUTE BREACH 1129120 • + ,. + 4. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF EXISTING CONDITIONS TO DETERMINE THE EXTENT RAILS, WIRES, AND FASTENERS ATTACHED TO STEEL FRAME OF CONTRACT. p REMOVE PORTION OF EXISTING OF DEMOLITION WORK REQUIRED TO COMPLETE THE PROJECT. ALONG THE WIND SCREEN WOVEN VINYL PRINTED GRAPHIC. 2. SUBMITTALS SHALL BE RECEIVED NO LATER THAN 30 ❑` + ` + ` + ` + + FENCE AND RAIL PADDING FOR 5. ALL UTILITY SERVICES SHALL REMAIN FUNCTIONAL TO THE EXISTING FACILITY FOR THE DURATION SEE SHEET A1.02 FOR ADDITIONAL INFORMATION. DAYS AFTER NOTICE TO PROCEED FOR REVIEW AND SHEET NAME OF THE PROJECT. COORDINATE TEMPORARY SHUT -DOWNS WITH OWNER AND DESIGN TEAM. B. &D ALTERNATE 02: TRELLIS. ADD ALL MATERIALS AND LABOR COMMENT. FAILURE TO COMPLY WITH THIS DEADLINE ` ` ` + + + CONSTRUCTION ACCESS, RE -INSTALL gppROVED TEMPORARY RE-ROUTING OF SERVICES AT CONTRACTOR'S OPTION. TRENCH, REQUIR INSTALLAND TO MATCH ORIGINAL CONDITION TO ED TO PROVIDE THE WORK SHOWN ON DRAWINGS AND SHALL CONSTITUTE BREACH OF CONTRACT. AT COMPLETION OF CONSTRUCTION To MPACT AND REINSTALL SITE IMPROVEMENTS ONCE UTILITY EXTENSIONS ARE COMPLETED, ASSOCIATED SPECIFICATIONS, AS INDICATED IN THE CONTRACT B. LIQUIDATED DAMAGES SHALL BEGIN ACCRUE FROM THE '4 • + + + + • + • + + MATCH ADJACENT EXISTING CONDITIONS. DOCUMENTS. FAILURE TO MEET AND OF THE DEADLINES DEFINED IN MAINTAIN+ SECURITY FENCE AT PRESERVE AND 7. REPAIR ALL NEWLY EXPOSED SURFACES AS A RESULT OF DEMOLITION. PATCH, PAINT, TEXTURE, 1. BASE BID: NO ALUMINUM SHADE TRELLIS ITEMS 1 AND 2 AS LISTED ABOVE IN THE PROJECT FILL, ETC. ALL DISTURBED AREAS TO MATCH ADJACENT SURFACES OR NEW FINISHES AS SPECIFIED 2. BID ALTERNATE #2: PROVIDE ALUMINUM SHADE TRELLIS SCHEDULE. ENTIRE PERIMETER + NEW SOD OVER + PROTECT, EXISTING IN NEW CONSTRUCTION DOCUMENTS. SYSTEM INCLUDING RAFTERS, BEAMS, CAPS, AND OF PROJECT AREA 6"OF TOPSOIL, X•+` BULL PEN TO REMAIN g, ALL EXISTING SITE AND BUILDING CONDITIONS SHALL BE MAINTAINED IN THE CONDITION AS VISIBLE DELEGATED ENGINEERING. FASTEN LATTICE SYSTEM TO TITLE SHEET REVISE, EXTEND, " } DURING THE BID PERIOD. THE CONTRACTOR SHALL INCLUDE ALL NECESSARY COSTS TO COMPLETE STEEL FRAME. SEE SHEET A1.02 FOR ADDITIONAL A MODIFY EXISTING NEW IRRIGATION VALVE AND ACHIEVE THE WORK SHOWN. CONDITIONS THAT ARE APPARENT, REASONABLY INFERABLE, OR INFORMATION. IRRIGATION BOXES WITH RE-ROUTED DISCLOSED IN THE AVAILABLE DOCUMENTS SHALL NOT BE CONSIDERED'UNFORESEEN A SYSTEM FOR IRRIGATION LINES, SEE CML CONDITIONS' AS BASIS FOR CONTRACTOR CLAIMS FOR COST OR TIME EXTENSIONS. 4� i FULL COVERAGE FIELD VERIFY EXACT 13.EROSION, SEDIMENT AND AIR QUALITY CONTROL SHALL COMPLY WITH CITY AND COUNTY OF NEW SOD LOCATION WITH OWNER REGULATIONS. COORDINATE REQUIRED PERMITS NEEDED TO COMPLETE THE SITE DEMOLITION. NORTH 14.THE LOCATION OF EXISTING UNDERGROUND UTILITIES ON THESE DRAWINGS ARE APPROXIMATE. SHEET THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY EXISTING UTILITIES WITHIN Al ■ O PROJECT AREA BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND SITE PLAN ALL DAMAGE AS CONSTRUCTION. OF FAILING TO LOCATE ANY ABOVE OR BELOW GROUND EXISTING UTILRY Al SCALE: T32" = V-0- 1 2 3 1 4 5 6 7 8 1 9 1 10 1 2 13 4 5 6 7 8 9 10 SACK OF PROJECT NOTES PRODUCT INFORMATION a o EXPOSEDPAESOFTCH EXPOSED FACES CONCRETE WALLS TYP. 1. SECURE ALL PROJECT AREAS AT THE END OF EACH DAY. BELOW ARE BASIS OF DESIGN PRODUCT SELECTIONS FOR THE PROJECT. EQUIVALENT WINDSCREEN fBID ALTERNATE#D 2. CONTRACTOR IS RESPONSIBLE TO RETURWREPAIR ALL ALTERED SITE CONDITIONS TO MATCH PRODUCTS SUBSTITUTIONS ARE PERMITTED AND SHALL BE SUBMITTED TO BSN SPORTS, ARMORMESH WINDSCREEN, SKU# 1393789 IL EXISTING CONDITIONS TO BEGINNING WORD AS A RESULT DEMOLTION AND DURING THE BIDDING PHASE FOR CONSIDERATIONS. SUBSTTR7TION 14 OZ. WOVEN EXTRUSION VINYL COATED POLYESTER, LACING LIP WITH HALF MOON - Q S CTTE (PRIOR CONSTRUCTION. FIELD VERIFY EXISTING IMPROVEMENTS PRIOR TO STARTING REQUESTS AFTER BID OPENING IS NOT PERMITTED. VENTS R REQUESTS AFTERB CONSTRUCTION. Sr TALL BY 70' LENGTH, FIELD VERIFY 0J 3. CLEAN AND REMOVE CONSTRUCTION DEBRIS DAILY. CONTRACTOR IS RESPONSIDLE TO BATTING TUNNEL TURF CUSTOM DIGITALLY PRINTED GRAPHIC WITH UNLIMITED COLOR OPTIONS, LOGO TO BE I) m �_ o E- TUNNEL ENTRY -COORDINATE NET PROTECT AND PRESERVE ALL EXISTING ADJACENT FINISHES AND SITE IMPROVEMENTS BSN SPORTS, SPORT TUNNEL TURF ROLLS, SKU# TUNTRFZ PROVIDED a " ai m F OPENINGS WITH OWNER TYP. DURING CONSTRUCTION. 4ZOZ. TURF WITH IMM FOAM BACKING, 1S WIDE BY 70' LENGTH 4. SITE AND PROJECT SECURITY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. FULLY ADHERE TURF N E+ w ROLL TO CONCRETE PAD PER MANUFACTURER REQUIREMENTS, TRELLIS [BID ALTERNATE #21 CONTRACTOR SHALL TAKE MEANS NECESSARY FOR SITE SECURITY. PROVIDE 6' TALL SECURE TRIM PAD NEATLY AT COLUMN BASES FOR CLEAN INSTALLATION FOUR SEASONS BUILDING PRODUCTS, ELITEWOOD CLASSIC SERIES h CONSTRUCTION FENCING AT ENTIRE PERIMETER FOR PROJECT AREA TO SECURE SITE. WHITE ALUMINUM LATTICE WITH CEDAR EMBOSSING, OPEN STYLE WITH 70% SHADING S w 5. CONTRACTOR SHALL COORDINATE DELIVERY ROUTES AND SHALL NOT COMPROMISE NETTING ALUMINUM RAFTERS AND BEAMS, END CUT, CAPS AND PROFILE TO MATCH ADJACENT AUTOMOBILE OR EMERGENCY VEHICLE TRAFFIC AT ADJACENT PARKING LOTS OR STREETS BSN SPORTS, MVP NETTING, SKU# 8D59BKR EXISTING SYSTEM THROUGHOUT THE DURATION OF THE PROJECT. 3.5MM ENDURO-HYBRID THREAD BRAIDED (KNOTLESS).1314 INCH MESH DELEGATED STRUCTURAL DESIGN SHALL BE PROVIDED BY MANUFACTURER 0 ; Cj 6. INSTALL EXPANSION JOINT MATERAIL AND SEALANT AT ALL JOINTS WHERE FILAR CONCRETE BLACK, UV TREATED WITH WEATHER PROTECTION LATTICE BEAMS SHALL SPAN FROM HSS FRAME AT 14' O.C. AND ANCHOR TO HSS FRAME SLAB ABLE rS VERTICAL CONCRETE OR CMU WALL. PROVDE AT NEW AND EXISTING FABRIC CUSTOM BATTING TUNNEL AND FIELD VERIFY SIZE (HEIGHT, WIDTH, LENGTH) SEE DRAWINGS FOR MEMBER SPACING AND SIZES LOCATIONS WITHIN PROJECT AREA. ANCHOR TO STEEL FRAME AND CABLING PER MANUFACTURER Q 3: 3 w REQUIREMENTS, NO SAG 7. WHERENEW SIDEWALK, DRIVEWAY OR ACCESSIBLE RAMP TIES INTO EXISTING SIDEWALK, m m NEW CONCRETE WALK, REMOVE AND REPLACE ADDITIONAL EXISTING SIDEWALK FOR ACCESSIBLE TRANSTION AS STAIRSRAILS, SEE CIVIL , WALL, AND NEEDED. TURNBUCKLE DETAIL EYE BOLT DETAIL ADJ. TURNBUCKLE EYE TO EYE, 1/2' BID ALTERNATE #1 WIN SCREEN /J 4"x46HSS STEEL PRIMEANDFIELD // THREAD DIA. WITH 12"TAKE UP TYP. - DRAWN BY \ STEEL,/ \ ALL STING \ MATCHXIP.NT �y 2" GREEN'AT /OS.D BID ALTERNATE #2 - TRELLIS / 4'x4" HSS STEEL PRIME AND FIELD PAINT ALL AP / STADIUM, SEE STRUCTURAL TYP. / \ EXPOSED STEEL, MATCH EXISTING -GREEN - AT CHECKEDBY STADIUM,SEESTRUCTURAL TYP. 4'x4" HSS STEEL PRIME AND FIELD 2'x6"xl/4"STEEL PLATE ) ) \ 1/4" GALVANIZED STEEL CABLE TYP. BW JOB NUMBER E E PAINT ALL EXPOSED STEEL, MATCH EXISTING "GREEN' AT 3' LONG HEX BOLT ! \ 1 N i STADIUM, SEE STRUCTURAL TYP. / \ \ BORDER AND GROMMETS TYP. BACKSTOP NETTING WITH VINYL I / 19091 SCREW LINK AT 38'O.C. TO \ / \ \ ! REVISIONS Q ATTACH NET TO STEEL CABLE \ // \ WITH ADJ. TURNBUCKLE AT �� -.- \ OFFSET CABLE ( \ \ 2W'x1/4" STEEL PLATE WITH 3/4" p EACH CABLE TYP. \ \ BRACKET t7 DIA. HOLE DRILLED TO ATTACH \ \ FROM FACE OF CABLE LOOP \\ 3' \ COLUMN TYP. I / OFFSET CABLE BRACKET 12- \ FROM FACE OF COLUMN TVP. BID ALTERNATE #2 ALUMINUM 12"TYP. ( ' TRELLIS SYSTEM T.O. STEEL \ 7.10. S \ 4'x4' HSS STEEL PRIME AND FIELDPAINT ALL EXPOSED STEEL, MATCHEXISTING'GRSEE C5 AT STADIUM, / STRUCTURAL'COMPLETE NETTING ENCLOSURE WITH SEE STRUCTURAL 40 VINYL BORDER AND GROMMETS ATTACHED / TO STEEL CABLE 36'O.C. WITH ADJ. TURNBUCKLE AT EACH CABLE TYP.Q BID ALTERNATELV WOVEN WIND ISCRELINK BACKING FABRC 9X70'/ BIDALT#2 / GUARDRAIL, SEE riWALLS ORNER DETAILSTRUCTURAL TYP. D PATCH 4"x4' HSS STEEL PRIME AND FIELD \ /PANT ALL EXPOSED STEEL, yALL EXP MATCH EXISTING"GREEN'ATALLEXPOSED FACES OF STADIUM, SEE STRUCTURAL TP. CONCRETE84TiiNG TUNNEL TURF TVP. TVP SACK AND PATCH ALL EXPOSED FACES OF LL+10D'4 " CONCRETE WALLS TYP. T.O. CONC. B IQ.91L#1 - Bt7LTE�'WEOFWYIBFilNF1l1N VARIES T.O. CONC. 4 BATTING TUNNEL TUR WF- ITH FULL NET ENCLOSURE c BATTUNNEL TURF' /�� BATTING CAGE SECTION \ WRH FULL NET ENCLOSURE \` VTING SCALE: 1/4-=1'-0' C W 5"O.C. TYP. SACK AND PATCH 2' rHEAVYDUTY TOMES BID ALTERNATE #1 - WIND SCREEN'S o ALL EXPOSED FACES OF BID ALTERNATE #2 - TRELLIS z Ck z Io Z W CONCRETE / , 2" TMP BID ALTERNATE #1 WIND SCREEN WITH `6 CUSTOM GRAPHIC OVER GALVANIZED CHAIN a WALLS TYP. -4p I LINK BACKING FABRIC 4'x4' HSS STEEL PRIME AND FIELDSUPPORTING BEAMS, 86 MIN. TALL, -WIRE DIAMETER.148, 9 GA. ) j PAINT ALL EXPOSED STEEL, DELEGATED DESIGN ON REQUIRED - 2' MESH 0 BID ALTERNATE#2ALIJ=.., MATCH EXISTING'GREEW AT \ / SPACING AND MEMBER SIZE -INSTALL RAILS, POSTS, TIES, AND TENSION m N TRELLIS SYSTEM, BEAMS. RAFTERS, STADIUM, SEE STRUCTURAL TYP. BID ALT. #2 \ / WIRES TO ACCOMODATE 9X70' AREA I p CAPS WITH DELEGATED DESIGN TRELLIS / ANCHOR TO HSS FRAME, N F p Q ATTACHMENT - I DELEGATED DESIGN \ IN d DETAIL ) ) V W g B T.O. STEEL T.EEL Q WEATHER RATED POWER RECEPTACLE AT SOUTH END, SEE :- ELECTRICAL DATE 1/29/20 SHEET NAME BATTING ENTRANCE TO CAGE 30'-0" WEST TUNNEL I I I I I I A II II II II II I A �1�,-0, ---__66 66 -----__LL__________ ______1L__ ____ 4'x4' HSS STEEL PRIME AND FIELD TOP OF CONCRETE 4'x4' HSS STEEL WINDSCREEN PAINT ALL EXPOSED STEEL, RETAINING WALL SUPPORTS, BASE BID FLOOR ELEVATION OF SHEET MATCH EXISTING'GREEN' AT BATTING CAGE BEYOND STADIUM, SEE STRUCTURAL TYP. � � .O� Al BATTING CAGE PLAN A5 BATTING CAGE ELEVATION - SCALE: 1/4-= T-0" SCALE: 1146= V-0' 1 2 3 4 5 6 1 7 8 9 10 F E D G B A GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION. 2. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND ANY OTHER UNDERGROUND INTERFERENCE. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811. S. CONTRACTOR IS TO PROVIDE A METHOD OF CONSTRUCTION WHICH WILL ALLOW FOR OWNER TO REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION WITH AS LITTLE DISRUPTION AS POSSIBLE. 4. PRIOR TO BEGINNING WORK, CONTACT THE OWNER/CITY OR COUNTY OFFICIAL TO COORDINATE TRAFFIC FLOW, WORK SCHEDULES AND UTILITY INTERFACES. 5, ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING. 6. CONTRACTOR TO CONTRACT WITH A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE TO PROVIDE CONSTRUCTION STAKING SERVICES, ANY REQUIRED LEGAL DESCRIPTIONS FOR PUBLIC UTILITIES LOCATED ON-SITE OR OFF-SITE SHALL BE PROVIDED BY THE CONTRACTED SURVEYOR AND PAID BY THE CONTRACTOR. EARTHWORK 1. ALL FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557. 2. REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED PRIOR TO BACKFILLING. 3. PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN 8" THICK, LOOSE MEASUREMENT, SPREAD AND COMPACT EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE IN KIND ANY UTILITIES AND OR IRRIGATION PIPING DISTURBED AND OR DAMAGED DURING THE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE SOD AND LANDSCAPE FEATURES REMOVED OR DAMAGED DURING THE WORK. 6. EXCAVATE TRENCHES TO INDICATED GRADIENTS, LINES, DEPTHS, AND ELEVATIONS. EXCAVATE TRENCHES TO UNIFORM WIDTHS TO PROVIDE THE FOLLOWING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT. EXCAVATE TRENCH WALLS VERTICALLY FROM TRENCH BOTTOM TO 12 INCHES HIGHER THAN TOP OF PIPE OR CONDUIT UNLESS OTHERWISE INDICATED. 7. PLACE BACKFILL ON SUBGRADES FREE OF MUD, FROST, SNOW, OR ICE. PLACE AND COMPACT BEDDING COURSE ON TRENCH BOTTOMS AND WHERE INDICATED. SHAPE BEDDING COURSE TO PROVIDE CONTINUOUS SUPPORT FOR BELLS, JOINTS, AND BARRELS OF PIPES AND FOR JOINTS, FITTINGS, AND BODIES OF CONDUITS. FOUNDATIONS 1. SEE STRUCTURAL DRAWINGS FOR FOUNDATION EXCAVATION REQUIREMENTS, 2. SLABS -ON -GRADE, PAVEMENTS, HARDSCAPES, AND OTHER IMPROVEMENTS SHALL BE EXCAVATED TO PLANNED SUBGRADE ELEVATIONS. THE EXPOSED SOILS SHALL BE SCARIFIED A MINIMUM OF B INCHES AND COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D1557. 3. AFTER SUITABLE SUBGRADE IS CONFIRMED AT OVER -EXCAVATED AREAS, BACKFILL WITH ONSITE SOILS IN 6 -INCH LOOSE LIFTS AND COMPACT TO 95% MAXIMUM DRY DENSITY PER ASTM D1557. 4. PLACE A MINIMUM OF 41NCHES OF COMPACTED CRUSHED SURFACING TOP COURSE PER WSDOT STANDARD 9.03.9(3) COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D1557 UNDER THE BUILDING SLAB ON GRADE AND FOUNDATIONS. CONCRETE 1. CONCRETE FOR WALKS, CURBS AND GUTTERS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS, 2. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED. FABRICATE REINFORCEMENT PER ACI 318.02, CLASS "B" SPLICES UNLESS NOTED OTHERWISE. 3. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185, 4. TOOL ALL EXPOSED EDGES WITH A 112" RADIUS. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 305 OR 306 FOR HOT AND COLD WEATHER CONCRETING. 6. TOLERANCES FOR CONCRETE CONSTRUCTION SHALL BE BASED ON A 10'-0 STRAIGHT EDGE. GRADE SHALL NOT DEVIATE MORE THAN 1/8" AND ALIGNMENT SHALL NOT VARY MORE THAN 1/4". SITE UTILITIES 1. POLYETHYLENE TUBING.(PE) WATER SERVICE LINE SHALL BERATED AT 200 PSI WITH COPPER TUBING OUTSIDE DIAMETER AND SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM D2737. SPECIAL INSPECTION 1. PER IBC 1705.6, DURING FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FILL IS COMPACTED TO NOT LESS THAN 90% MAXIMUM DRY DENSITY IN ACCORDANCE TO ASTM D1557. 2. PER IBC 1705.6, WHERE FILL EXCEEDS 12" IN DEPTH, THE SPECIAL INSPECTOR SHALL HAVE CONTINUOUS INSPECTION OF FILL PLACEMENT AND COMPACTION. 3. TESTING AGENCY WILL TEST COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D1557, ASTM D2167, ASTM D2922, AND ASTM D2937, AS APPLICABLE. TESTS WILL BE PERFORMED AT THE FOLLOWING LOCATIONS AND FREQUENCIES: A. FOUNDATION, PAVING, AND ADJACENT: AT SUBGRADE AND AT EACH COMPACTED FILL AND BACKFILL LAYER, AT LEAST 1 TEST FOR EVERY 5,000 SO. FT. OR LESS OF PAVED AREA OR BUILDING SLAB, BUT IN NO CASE FEWER THAN 1 TEST PER DAY. B. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL LAYER, AT LEAST 1 TEST FOR EACH 150 FEET OR LESS OF TRENCH LENGTH, BUT NO LESS THAN 1 TEST PER DAY. 4. COMPACTION TESTING IS REQUIRED AT THE ABOVE SCHEDULE UNLESS GREATER TESTING IS RECOMMENDED BY STRUCTURAL DRAWINGS. LESS TESTING WOULD BE ACCEPTABLE IF APPROVED IN WRITING BY SPECIAL INSPECTOR, FOUNDATION ENGINEER, AND MEIER ARCHITECTS/ENGINEERS. EROSION CONTROL 1. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL -BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) INCLUDING. BUT NOT LIMITED TO, PAYING ALL PERMIT FEES ANNUAL OR OTHERWISE, MONITORING STORMWATER AND INSPECT BEST MANAGEMENT PRACTICES, PROVIDE A CERTIFIED EROSION AND SEDIMENTATION CONTROL LEAD (CESL), STORMWATER SAMPLING, MONTHLY REPORTING, KEEPING RECORDS AND TERMINATING THE PERMIT UPON COMPLETION. 3. ESTABLISH CONSTRUCTION ACCESS. A. CONSTRUCTION VEHICLE ACCESS AND EXIT SHALL BE LIMITED TO ONLY NECESSARY LOCATIONS. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALL OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS, MINIMUM 30 FEET LONG. B. WHEEL WASH OR TIRE BATHS SHOULD BE LOCATED ON-SITE. IF NEEDED, TO PREVENT EXCESSIVE TRACKING OF SEDIMENT ON ROADS. C. PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. STREET WASHING WILL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. D. STREET WASH WASTEWATER SHALL BE CONTROLLED BY PUMPING BACK ONSITE, OR OTHERWISE BE PREVENTED FROM DISCHARGING INTO SYSTEMS TRIBUTARY TO STATE SURFACE WATERS. E. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: a. GRAB TENSILE STRENGTH (ASTM D4751) 200 PSI MINIMUM. b. GRAB TENSILE ELONGATION(ASTM D4632)30%MAXIMUM. c. MULLEN BURST STRENGTH (ASTM D3786.80A) 400 PSI MINIMUM. d. AOS (ASTM D4751) 20 TO 45 (US STANDARD SIEVE SIZE). F. CONSIDER EARLY INSTALLATION OF THE FIRST LIFT OF ASPHALT IN AREAS THAT WILL BE PAVED; THIS CAN BE USED AS A STABILIZED ENTRANCE. ALSO CONSIDER THE INSTALLATION OF EXCESS CONCRETE AS A STABILIZED ENTRANCE. DURING LARGE CONCRETE POURS, EXCESS CONCRETE IS OFTEN AVAILABLE FOR THIS PURPOSE. G. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. H. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 1. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. J. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY, SHALL BE REMOVED IMMEDIATELY. K. UNTIL PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. 4. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY SILT FENCING TO PREVENT ANY WATER RUNOFF FROM ANY DISTURBED AREAS. AT A MINIMUM, SILT FENCE WILL BE ALONG THE DOWN SLOPE PROPERTY LINES. THE SILT FENCES SHALL BE CONSTRUCTED IN THE AREAS OF CLEARING, GRADING, OR DRAINAGE PRIOR TO STARTING THOSE ACTIVITIES. THE SILT FENCE SHALL PREVENT SOIL CARRIED BY RUNOFF WATER FROM GOING BENEATH, THROUGH, OR OVER THE TOP OF THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE, S. INSPECT, REPAIR, AND MAINTAIN EROSION AND SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. e. REMOVE EROSION AND SEDIMENTATION CONTROLS ONCE THEY ARE NO LONGER NEEDED AND RESTORE AND STABILIZE AREAS DISTURBED DURING REMOVAL. LANDSCAPE 1. FOR ALL AREAS DISTURBED BY GRADING WORK AND OTHER CONSTRUCTION ACTIVITIES, RESURFACE WITH NEW TURF SOD AS NEEDED TO RESTORE COMPLETE TURF COVERAGE WITHIN THE PROJECT LIMITS, 2. CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING IRRIGATION SYSTEM IN PLACE. WHERE NEW GRADING AND/OR CONSTRUCTION ACTIVITIES HAVE IMPACTED THE FUNCTIONALITY OF THE EXISTING IRRIGATION SYSTEM, IT SHALL BE REPAIRED, RECONFIGURED, OR SUPPLEMENTED AS NEEDED TO RESTORE A FULLY FUNCTIONAL IRRIGATION SYSTEM WITH FULL COVERAGE OF ALL TURF AND LANDSCAPE AREAS WITHIN THE PROJECT LIMITS. IRRIGATION ADJUSTMENTS SHALL BE DESIGN -BUILD BY THE CONTRACTOR. 4 1 5 6 7 LEGEND EXISTING PROPOSED 0 0 WATER METER N N WATER VALVE BLOW OFF VALVE i AIR RELIEF VALVE 11 10 REDUCER • ♦ THRUST BLOCK m TRANSFORMER J� J JUNCTION BOX + UTILITY POLE F F GUY WIRE -(}- STREETLIGHT *-)-C0--mSTREETLIGIRT 0 RECEPTACLE UTI CAP ^- 0- FLAG POLE O ® BOLLARD -) -3 FLOW ARROW ABBREVIATIONS BW BOTTOM OF WALL ELEVATION C/C CENTER TO CENTER (E) EXISTING FF FINISHED FLOOR FG FINISHED GRADE IE INVERT ELEVATION IR IRRIGATION LS LANDSCAPE NTS NOT TO SCALE PE POLYETHYLENE SS SANITARYSEWER SLV SLEEVE XXX.XX SPOT ELEVATION SO STORM DRAIN TBOC TOP BACK OF CURB TA TOP OF ASPHALT TO TOP OF CONCRETE TO TOP OF GRAVEL TW TOP OF WALL TYP TYPICAL W WATER 7 8 8 9 9 10 10 U E $ m • � a �� F n v o ¢ 3 3 3vwi AR DRAWN BY JMC JMW JOB NUMBER E 19091 REVISIONS 12 W. Kennewick Aw. I D Kennewick, WA99336 P:508.735.1589 F: 509.783.5075 www.mele4nc.edn Ci 7 I J m ca Q V z °�' Lu Q H m o H a EL W C4 EL am B DATE 1/29/2020 SHEET NAME GENERAL NOTES A SHEET C0.01 8 F E r L B A 2 I 3 4 O7 REMOVE EXISTING FENCE AND GATE IN ITS ENTIRETY. O FENCE x x-7 EXISTING SEGMENTAL BLOCK RETAINING WALL. \ x � AND LANDSCAPE BORDER. 1z / BOXES, VALVES, PIPING, AND WIRING FROM WITHIN NEW CONSTRUCTION AREA. OB REMOVE EXISTING BATTING CAGE FRAME, FENCE / g ITS ENTIRETY. 15 / 13 OSAWCUT AND REMOVE EXISTING CONCRETE SLAB FOR NEW CONSTRUCTION. APPROXIMATE LIMITS OF LAWN REMOVE EXISTING CMU RETAINING WALL IN REMOVAL / 10 EXISTING CONCRETE PAD TO REMAIN. 11 EXISTING STAIRS AND LANDING TO REMAIN. 12 EXISTING FENCE AND GATES TO REMAIN. 13 REMOVE EXISTING LANDSCAPE EDGING. 5 1 6 7 STEEL FOR OVERHEAD HAY O SHADING, TYP 5 EXISTING / ELEVATED I \ VIEWING 17 AREA10 4 J. IALJ.. O - EXISTING D•r. ,F1,,:- � 9 8 x I LXISTING ASSEMBLY IRRIGATION BOX 4 �I 2 3 U �' 3 / 7`\ /_ 14 / / A 3 /LAWN O / APPROXIMATE. LIMITS3 REMO OF LAWN REMOVAL 5 / i FENCE 3 x 15 17 p +, p 10 GATE 3 4 I 5 I 6 1 7 8 1 9 10 NORTH / r O7 REMOVE EXISTING FENCE AND GATE IN ITS 3 4 I 5 I 6 1 7 8 1 9 10 NORTH CALL 811 2 BUSINESS DAYS BEFORE YOU DIG 0' 5' 10' 20' 30' 8 9 1 10 � QU IL wo 0�2 u F I i. 0 t Q ¢ 9 �� o0 DRAWN BY JMC CHECKED BY JMW JOB NUMBER E 19091 12 W. Kennewick Ave. ID Kennewick, WA 88338 F: 509.783.5075 C M Ly ''-a Q m cn W >Q> � 7 H Z o Do U H a4 a ,Wn MM V W B DATE 1/29/2020 SHEET NAME DEMOLITION PLAN A SHEET C0.02 KEY NOTES O7 REMOVE EXISTING FENCE AND GATE IN ITS ENTIRETY. O REMOVE EXISTING CONCRETE SLAB ON GRADE. OREMOVE EXISTING SEGMENTAL BLOCK RETAINING WALL. O4 REMOVE EXISTING RAILROAD TIE STAIRS AND LANDSCAPE BORDER. O5 REMOVE EXISTING IRRIGATION CONTROL BOXES, VALVES, PIPING, AND WIRING FROM WITHIN NEW CONSTRUCTION AREA. OB REMOVE EXISTING BATTING CAGE FRAME, NETTING CARPET, AND CONCRETE SLAB IN ITS ENTIRETY. OPROTECT EXISTING LIGHT POLE. OSAWCUT AND REMOVE EXISTING CONCRETE SLAB FOR NEW CONSTRUCTION. O9 REMOVE EXISTING CMU RETAINING WALL IN ITS ENTIRETY. 10 EXISTING CONCRETE PAD TO REMAIN. 11 EXISTING STAIRS AND LANDING TO REMAIN. 12 EXISTING FENCE AND GATES TO REMAIN. 13 REMOVE EXISTING LANDSCAPE EDGING. 14 REMOVE AND SALVAGE EXISTING LANDSCAPE RIVER ROCK FOR REUSE. 15 PROTECT EXISTING LAWN AND/OR PLANTS 19 REMOVE EXISTING LAWN AS NEEDED FOR NEW CONSTRUCTION. 17 REMOVE FENCE AS NEEDED FOR CONSTRUCTION. 18 REMOVE EXISTING SURFACE ROUTED WATER LINE FROM CORNER OF CMU WALL TO BACKFLOW ASSEMBLY. BACKFLOW ASSEMBLY TO REMAIN. SEE C1.21 FOR NEW WATER LINE INFORMATION. CALL 811 2 BUSINESS DAYS BEFORE YOU DIG 0' 5' 10' 20' 30' 8 9 1 10 � QU IL wo 0�2 u F I i. 0 t Q ¢ 9 �� o0 DRAWN BY JMC CHECKED BY JMW JOB NUMBER E 19091 12 W. Kennewick Ave. ID Kennewick, WA 88338 F: 509.783.5075 C M Ly ''-a Q m cn W >Q> � 7 H Z o Do U H a4 a ,Wn MM V W B DATE 1/29/2020 SHEET NAME DEMOLITION PLAN A SHEET C0.02 F E D C B A 4 5 6 O EXISTING RIVER ROCK5 r-11 / 2V 6 U 1 EXISTING J ELEVATED VIEWING / AREA F O 5 � yn 3 i 13.5' .= 8:T !, e° 5 • 4• } ` //13 1' • 12.0' 4 1 9 50 / °• 0 Ll - i M1 W hb• 4 5 6 7 8 I 9 NORTH KEY NOTES Oi 4 -CONCRETE OVER 4' OF CRUSHED SURFACING TOP COURSE PER WSDOT 9-03.9(3). OBATTING CAGE STRUCTURE. REFERENCE STRUCTURAL DRAWINGS. O3 (5) 7" RISERS AND HANDRAIL. REFERENCE STRUCTURAL DRAWINGS DETAIL 6/S5.01. O4 (4) 7" RISERS AND HANDRAIL. REFERENCE STRUCTURAL DRAWINGS DETAIL WS5.01. ORETAINING WALL. REFERENCE STRUCTURAL DRAWINGS SECTION F/S5.01, O RETAINING WALL WITH GUARD RAILING, REFERENCE STRUCTURAL DRAWINGS SECTION E/S5.01. O RETAINING WALL. REFERENCE STRUCTURAL DRAWINGS. OPLACE SALVAGE RIVER ROCK AND SUPPLEMENT AS NEEDED WITH NEW TO MATCH EXISTING. PROVIDE WEED FABRIC PLACED OVER SUBGRADE PRIOR TO PLACING ROCK. PROVIDE A MINIMUM OF 3" OF RIVER ROCK. O NEW SOD PLACED SO TOP IS t" BELOW TOP OF CONCRETE WALKS AND FLUSH WITH EXISTING LAWN. t0 6- WIDE CONCRETE LANDSCAPING CURBING. 11 REINSTALL/REPAIR FENCE TO PREEXISTING CONDITIONS. NOTES 1. REFERENCE REFERENCE COOT FOR GENERAL NOTES AND LEGEND. CALL 811 2 BUSINESS DAYS BEFORE YOU DIG 0' S' 10' 20' 30' 8 9 10 10 K a o� u $ • f. m 30LL U E H o� F o a �5 � Q v DRAWN BY JMC CHECKED BY JMW JOB NUMBER E 19091 REVISIONS 12 W. Kennewick Ave. D Kennewick, WA 99336 P: 509.735.1589 F: 509.783.5075 www.-Wnc.com C lu Q V CO m ?m Q m 00O W Q c"I a B DATE 1/29/2020 SHEET NAME SITE PLAN A SHEET C1.01 F E B A i 1 2 3 4 I\ FENCE \ f l 507.11TC 507.11TC ^ 0 TRANSITION GRADE AT A MAX 41 SLOPE 0�3 5 0 503.91TC EXI: ELE` SOq\ VIE 503.97TC\ Ali 503.97TC 504.BOTC 504.80TC I i t 603.90TC W4.72TC / 504.80TC 503.96TC 504.60TC / . 504.66TC f 501.60TC 5504.60TC 501.681 �501.68TC 504.60 501.58TC �•1 o •C / y r♦ 501 w / -'498.R a I � PROPOSED BATTING CAGE 0 / y 502.25TC-502.257C 502.29TC f r 502.30TC ' I r ■ 502.36TC f502.19TC 01.90TC 502.00TC 500.70TC 500.64TC x /l 499.10FG 500.80TC 4 / 500.70TC /Ipy 10' GATE 2 3 4 OUTFIELD 5 8 9 0 NORTH _. KEY NOTES 4'OOTN SILT FENCING PER DETAIL 7 THIS SHEET. 504.007077% ? ^ ■ 2"X2 ' BY 14 GA WOVEN WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC 15 USED. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR / h EQUIVALENT TO ATTACH FABRIC 70 POSTS I I I FILTER FABRIC II l I I I MINIMUM N g 10TW 7 I I I 4•X4„ / I I I TRENCH L F _ __{..I---------------- 95TC 1/ BACKFILL TRENCH WITH NATIVE SOIL, \ OR 374"-1-1/2" z WASHED GRAVEL. q g I I I EMBED FILTER FABRIC INTO GROUND u L� I I 6`0"NTS �� I 2" X 2" WOOD POSTS, STEEL FENCE, OR EQUIVALENT MAX L POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED. SILT FENCE NTS 5 6 7 CALL 811 2 BUSINESS DAYS BEFORE YOU DIG 0' 5' 10' 20' 30' 1"=10' 8 9 10 10 8 z mz U E �3 W e n e F Wr "m n R ; `f 3 F•�1 Q • 3 � y NVg AN DRAWN BY JMC CHECKED BY JMW JOBNUMBER E 19091 REVISIONS 12 W. K-.-I&AVB. D Kennewick, WA99338 P:509.735.1689 P 609.783.5075 www.nreleriix.cwn C Lu 7 Q J. Q m ul NZ �o E U LL, a 00 a ci m B DATE 1/29/2020 SHEET NAME GRADING PLAN A SHEET C1.11 F9 E D C B A 1 12 1 3 1 4 5 1 6 ! 7 X - LAWN FENCE E IG ATI fI� � 1? I 11 1 I I . it 1 II 1 2 APPROXIMATE xB CAP AND MARK LOCATION OF NEW LOCATION IRRIGATION BOXES B u 11 I, 1 1 2 3 1 4 1 5 1 6 1 7 8 1 9 1 10 0 NORTH KEYNOTES O INSTALL WOODFORD Y34-2 YARD HYDRANT. OPROVIDE NEW SURFACE MOUNTED OUTDOOR RATED GFCI DUPLEX RECEPTACLE WITH 4" DEEP METAL IN -USE COVER. LOCATE I8"AFG. O CONNECT NEW WATER LINE TO EXISTING WATER PIPE BELOW GRADE. FIELD VERIFY TYPE AND SIZE OF EXISTING WATER PIPE. O4 DEMO EXISTING DUPLEX RECEPTACLE. PROVIDE SURFACE MOUNTED EXTENSION BOX AND COVER. INTERCEPT EXISTING CIRCUIT AND EXTEND TO NEW LOCATION. O PROVIDE 3/4" PVC CONDUIT WITH 3 #12 GAUGE COPPER CONDUCTOR BURIED 24" BELOW GRADE. OPROVIDE GALVANIZED WATER PIPE FROM SOURCE AT CORNER OF CMU WALL TO THE EXISTING BACKFLOW ASSEMBLY. FIELD VERIFY SIZE OF NEW PIPE TO MATCH EXISTING. PROVIDE APPROPRIATE FITTINGS TO CONNECT TO EXISTING PIPES AND FIXTURES. ROUTE NEW LINE UP WALL TO THE ELEVATION OF THE BACKFLOW ASSEMBLY AND THEN ROUTE HORIZONTAL TO ASSEMBLY, SUPPORT FROM CMU WALL WITH UNISTRUT AND CLAMPS. O7 PROVIDE A 48" LONG GALVANIZED WATER PIPE FROM BACKFLOW ASSEMBLY TO THE WEST ALONG THE WALL AND THEN TURN UP WITH ELBOW. CONNECT EXISTING FLEXIBLE WATER PIPE TO END OF GALVANIZE PIPE ELBOW WITH LEVER HANDLE BALL VALVE AND APPROPRIATE FITTINGS. O PROVIDE (2) BURIED 1" PVC CONDUITS ON TOP OF RETAINING WALL FOOTING FOR FUTURE USE. TURN UP CONDUITS AT BOTH ENDS AND CAP 2" ABOVE FINISH SURFACE. OPROVIDE (2) BURIED V PVC CONDUITS 24" BELOW GRADE FOR FUTURE USE. TURN UP CONDUITS AT BOTH ENDS AND CAP 2" ABOVE FINISH SURFACE. NOTES 1. REFERENCE 00.01 FOR GENERAL NOTES AND LEGEND. 2. REFERENCE 00.01 LANDSCAPE FOR NOTES REGARDING IRRIGATION. 3. EXISTING UTILITIES SHOWN ARE APPROXIMATE, 4. CONTRACTOR SHALL FIELD LOCATE AND VERIFY EXISTING UTILITIES. CALL 811 2 BUSINESS DAYS BEFORE YOU DIG 0' 5' 10' 20' 30' 1-7. 8 1 9 1 10 Q Q QU a .• g� y 3G �LL V_ U n 3 Ua F o3 � aw F U oY v �o Qat• y a V. DRAWN BY JMC CHECKEDBY JMW JOB NUMBER E 19091 REVISIONS 12 W. Kennewick Ave. I D Kennewick, WA 99336 P: 509.735.1569 F: 509.763.5075 www.npierinc.00rn C Ie+ 0 0 Q V 2 m HZ �o t0 U .w Ma/ wa V W B DATE 1/29/20 SHEET NAME UTILITY PLAN A SHEET C1.21 F GENERAL NOTES CORNERS AND HOOKS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL TIES BUILDING CODE(IBC) AND LOCAL RULES/STANDARDS OF GOVERNING AGENCIES HAVING ( ) SIZE JURISDICTION. RI 2. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CONSTRUCTION E' DRAWINGS. Tel 3. ANY ERRORS, AMBIGUITIES, AND OMISSION IN DRAWINGS AND/OR SPECIFICATIONS SHALL BE 93 REPORTED TO THE ENGINEER OF RECORD FOR CORRECTION BEFORE ANY PART OF THE WORK IS 1 1/8" STARTED. SUBSTITUTION OR CHANGES WILL NOT BE ACCEPTED UNLESS APPROVED IN WRITING. 41727 4. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS 3" AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO #4 SHOP FABRICATION AND/OR FIELD ERECTION. WORK DONE WITHOUT THE ENGINEERS APPROVAL IS 11/2" THE RESPONSIBILITY OF THE CONTRACTOR. 6" 5. CONTRACTOR IS TO PROVIDE A METHOD OF CONSTRUCTION WHICH WILL ALLOW FOR OWNER TO 3" REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION WITH AS LITTLE DISRUPTION A$ POSSIBLE, #5 6. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION E AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR TO COORDINATE WITH INSPECTION AND 71/2" TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING. 33/4" 7. THE STRUCTURAL INTEGRITY OF THIS STRUCTURE IS DESIGNED TO BE ATTAINED IN ITS COMPLETED #e STATE. WHILE UNDER CONSTRUCTION, ALL TEMPORARY BRACING AND/OR SHORING REQUIRED TO 2 1/4" MAINTAIN STABILITY PRIOR TO COMPLETION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, 9" INCLUDING DESIGN AND INSTALLATION. 9" 8. PROTECTION OF EXISTING STRUCTURES DURING THE COURSE OF THE CONSTRUCTION SHALL BE #7 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 25/8" 9. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND OTHER UNDERGROUND 10 12' INTERFERENCES. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811. 10 12" 10. DESIGN CRITERIA (PER 20151 BC AND ASCE 7-10) #8 1. VERTICAL LOADS: 3" A. DEAD LOADS: 12" ROOF (FLAT) 10 PSF 12" B. SNOW LOADS (IBC 1608): GROUNDSNOW LOAD Pg=15 PSF D UNIFORM ROOF SNOW LOAD Pm=20 PSF SNOW LOAD IMPORTANCE FACTOR: Is=1.0 2, LATERAL LOADS: A. WIND DESIGN LOAD DATA: (PER ASCE 7.10 AND IBC 2015) _ VELOCITY (3 -SEC. -GUST) V (ULT) = 110 MPH EXPOSURE C RISK CATEGORY II B. SEISMIC DESIGN LOAD DATA: (PER ASCE 7-10 AND IBC 2015) RISK CATEGORY 11 IMPORTANCE FACTOR 1.00 gg MAPPED SPECTRAL RESPONSE ACCELERATIONS: x's Ss = 0.395 51 = 0.153 SEISMIC SITE CLASS D DESIGN SPECTRAL RESPONSE COEFFICIENTS: S&= 0.391 Sd1 = 0.223 C SEISMIC DESIGN CATEGORY D SEISMIC FORCE RESISTING SYSTEM AND RESPONSE MODIFICATION FACTOR: STEEL ORDINARY MOMENT FRAME R = 3.5 SEISMIC RESPONSE COEFFICIENT C.0112 DESIGN BASED SHEAR 0.112W ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PER ASCE 7-10,12.8 FOUNDATIONS 1. SUBGRADE PREPARATION SHALL BE PER C0.01. 2. FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 1,500 PSF. B A CONCRETE 1. CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. ALL OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, CONCRETE DESIGN IS BASED UPON A COMPRESSIVE STRENGTH OF 2500 PSI WITH NO SPECIAL INSPECTION REQUIRED PER IBC 1705.3 REQUIRED. 2. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: ACI 117- STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS. ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE. ACI 302.1R - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. ACI 305R- HOT WEATHER CONCRETING. ACI $06 R- COLD WEATHER CONCRETING. 3. ALL CONCRETE USED IN HORIZONTAL SURFACES EXPOSED TO THE WEATHER SHALL CONTAIN AN ACCEPTABLE ADMIXTURE TO PRODUCE AIR -ENTRAINED CONCRETE WITH A TOTAL OF 4.5 PERCENT AIR CONTENT. 4. THE USE OF SUPER PLASTICIZERS AND WATER REDUCERS IS ALLOWED, BUT NOT REQUIRED. ALL ADMIXTURES SHALL BE CHLORIDE FREE. 5. UNLESS NOTED OTHERWISE, ALL CONCRETE FLAT WORK SHALL CONFORM TO THE FOLLOWING FINISHING TOLERANCES 1/8" GAP UNDER A 10'-0" STRAIGHT EDGE. 8. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS COMPLYING WITH ASTM SECTION A615. 7. ALL DETAILING, FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI -SP -06). 8. REINFORCEMENT LAP HOOKS, ETC.; SHALL BE PER THE REINFORCEMENT SCHEDULE UNLESS NOTED OTHERWISE. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: #5 BAR, W31 OR D31 WIRE AND SMALLER: 1 12" C. REINFORCING SHALL EXTEND TO THE END OF THE CONCRETE AND MAINTAIN THE COVER LISTED ABOVE AT THE ENDS. 10. ALL EXPOSED CORNERS OF CONCRETE SHALL BE FORMED INTO A 3/4". 45 DEGREE CHAMFER, OR SCRIBED WITH A CONCAVE TOOLING DEVICE UNLESS NOTED OTHERWISE. 11. THOROUGHLY CLEAN FORMS AND ADJACENT SURFACES TO RECEIVE CONCRETE. REMOVE CHIPS, WOOD, SAWDUST, DIRT, OR ANY OTHER DEBRIS PRIOR TO CONCRETE PLACEMENT. 12. CLEAN REINFORCING OF LOOSE RUST, MILL SCALE, DIRT, OR ANY OTHER FOREIGN MATERIAL. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT. 13. PROPORTION AND DESIGN MIXES TO RESULT IN CONCRETE SLUMP AT POINT OF PLACEMENT NOT LESS THAN WAND NOT MORE THAN 5" PRIOR TO SUPERPLASTICIZER. ADDITION OF WATER TO READY -MIX CONCRETE IN THE FIELD SHALL BE ALLOWED IF ON TRIP TICKET BEFORE DISCHARGE AND TESTING. 14. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF CONCRETE IS COMPLETE, IF THE POUR IS TO BE DISCONTINUOUS, CONTRACTOR SHALL USE CONSTRUCTION JOINTS, AS DETAILED ON THE DRAWINGS OR APPROVED BY THE ENGINEER. 15. UNLESS NOTED OTHERWISE, REINFORCING IS NOT TO EXTEND THROUGH CONSTRUCTION JOINTS OF FLOOR SLABS -ON -GRADE. 16. REPAIR ALL SURFACE DEFECTS INCLUDING TIE HOLES, MINOR HONEYCOMBING AND OTHER VISUAL IRREGULARITIES WITH CEMENT MORTAR. MORTAR FOR PATCHING SHALL BE THE SAME COMPOSITION AS THAT USED IN THE CONCRETE. PATCHING SHALL BE DONE AS SOON AS THE FORMS ARE REMOVED. 17. GROUT MATERIAL FOR BASE PLATES, SLEEVES, AND EMBEDDED STEEL SHALL BE NONMETALLIC, NON -SHRINK, PREPACKAGED GROUT CONFORMING TO ASTM C 1107. 18. AT CONTRACTORS OPTION TO REDUCE SHRINKAGE CRACKS FIBER REINFORCING MAY BE USED FOR SLABS ON GRADE. FIBERS SHALL BE EITHER POLYPROPYLENE OR NYLON. POLYPROPYLENE FIBERS SHALL BE MANUFACTURED BY THE FIBERMESH COMPANY, NYLON COMPANY, OR APPROVED EQUAL AND SHALL COMPLY WITH ASTM C1116, TYPE III. NYLON FIBERS SHALL BE MANUFACTURED BY THE NYLON COMPANY, OR ENGINEER APPROVED EQUAL. 19. SHEET VAPOR RETARDER FOR UNDER SLABS ON GRADE SHALL BE ASTM E1745, CLASS A, 10 -MIL MINIMUM THICKNESS. JOINTS SHALL BE TAPED PER MANUFACTURER'S REQUIREMENTS, 20. SACK FINISH ALL EXPOSED FACES OF CONCRETE WALLS. REVIEW WALL FINISH WITH OWNER AND ARCHITECTS. CONCRETE- POST INSTALLED ANCHORS 1. SPECIAL INSPECTIONS ARE REQUIRED PER IBC CHAPTER 17. 2. ANCHORS SHALL BE INSTALLED IN CONCRETE THAT IS A MINIMUM OF 21 DAYS OR AS RECOMMENDED BY THE MANUFACTURER. 5. SUBSTITUTION OF MANUFACTURED PRODUCT 15 NOT PERMITTED UNLESS APPROVED BY THE ENGINEER OF RECORD IN WRITING, 1 1 2 1 3 1 4 I 5 I 6 7 7 8 9 STEEL 1. STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: A. ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO A500, GRADE B (46 KSI) B. ALL PLATES SHALL CONFORM TO A36 (36 KSI) C. ALL STEEL PIPE SHALL CONFORM TO A53, GRADE B (35 KSI) 2. ALL DETAILING, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 3. BASE PLATE BOLT HOLES SHALL BE OVERSIZED BY 118". 4. ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDING SOCIETY BY AWS CERTIFIED WELDERS AND SHALL CONFORM TO AWS 31.1:2010. WELDERS PERFORMING THE WORK SHALL HAVE BEEN RE -TESTED WITHIN 6 MONTHS PRIOR TO THE START OF STEEL FABRICATION. WELDING FOR STRUCTURAL STEEL SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. 5. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. ITIS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDING. 6. ENDS OF HOLLOW STRUCTURAL SECTION COLUMNS AND EXPOSED MEMBERS SHALL HAVE 3116' CAP PLATES AND SEAL WELDS ALL ROUND. 7. HOLES SHALL NOT BE CUT THROUGH BEAMS UNLESS INDICATED OR PRE -APPROVED BY THE ENGINEER OF RECORD IN WRITING. 8. PAINT ALL FERROUS METALS FOR EXTERIOR EXPOSURE, SEE ARCHITECTURAL, FINAL COAT SHALL BE PAINTED IN FIELD AFTER INSTALLATION. 10 STATEMENT OF SPECIAL INSPECTION 1. IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 1704.2, THE OWNER SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK AND AS SPECIFIED BELOW. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY(S) FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECTIENGINEER AND THE AUTHORITY HAVING JURISDICTION WEEKLY FOR REVIEW. Z STEEL: SPECIAL INSPECTION SHALL BE PER SECTION 1705.2 OF THE IBC AND CHAPTER N OF AISC 360. LAP SPLICE LEN R 2 `. LAP SPLICE CORNER LAP N O CONCRETE k='I JOINT R Rt RI HOOK ...................................................... BAR LAP SPLICES CORNERS AND HOOKS TIES SIZE L12 RI Ll" E' RP Tel Te` 93 19" 1 1/8" 7 1W' 41727 314" 3" 2 1/2" #4 25" 11/2" 95/8" 6" 1" 3" 212" #5 32" 17/8" 12" 71/2" 11/4" 33/4" 2112" #e 1.. 2 1/4" 14 12- 9" 2 114" 9" 3- #7 78" 25/8" 21" 10 12' 2 5/8" 10 12" 3 U2" #8 L 102' 1 3" 24" 1 12" 3" 12" 4" 1. LENGTHS ARE BASED ON ACI 318-14 FOR fc = 2500 psl. 2. LENGTHS ARE BASED ON CLASS B TENSION SPLICES, STAGGERING OF SPLICES IS NOT REQUIRED. S. Lh = EMBEDMENT REQUIRED FOR TENSION HOOKS REINFORCEMENT BAR SCHEDULE 8 9 10 GDF JOB NUMBER E 19091 REVISIONS 12 W. Kennewick Ave. I D Ken McK WA 99336 P: R 509.783.5075 viv C 2 w no J co O Q m H Z Of Imi D O 000 U F o < WQ to 0 00 B DATE 1/29/20201 SHEET NAME GENERAL NOTES AND SCHEDULES A SHEET S0.01 F E D L B A TROWEL FINISH TOP OF WALL CHAMFEREDGE 1 I III—III—I I d, . Z I—III—III 1 COLUMN PER PLAN a ' 1-III—I I a (9 I I—III BASE PLATE AND p 04 AT 12" C/C d I' ANCHOR BOLTS PER BP1 li 1/35.01 RETAINING WALL FOOTING CONTINUESBEHIND U COLUMN FOOTING W I I '94 VERTICAL ' REINFORCING PER PLAN 1 I AT 12" C/C 1 I d • - d I-' #4 REBAR 1 < AT 18" • • 1 • d a 1 8" 8" 2'-0" (4) #4 REBAR 3'-0" &451FTIO REF: 51.01 RAILING PER it DETAIL 4/S5.01 CONCRETE III III—III —III—III—II '—III—III #4 REBAR AT 12" C/C d ` RAMP — d - (2) #4 EACH FACE OF WALL EQ (3) #4 REBAR 2'-0" d SECTION B a0 Z Y DIA BLOCK OUT SLEEVE I O III 8" CHAMFER GROUT POST IN SLEEVE - U TROWEL FINISH TOP OF WALL ad GRADE REINFORCING--, d u PER &55.01 e° ' EO 8" EQ NOTE: z USE SECTION D WHEN HEIGHT IS 1'-0" OR LESS, SECTION C' 1"=1'-0' REE: 01.01 HSS PER PLAN I I I 3116 3/18 I I HSS PER PLAN I I J DAIL 1.1/2"=1ET'-0' REF: S10t 1 2 3 4 I 5 a Q � >y u L'1 = III III—III —III—III—II '—III—III #4 REBAR AT 12" C/C d ` TROWEL FINISH TOP OF WALL CHAMFER EDGE #4 AT 12" C/C #4 VERTICAL AT 12" C/C REINFORCING PER PLAN — d EQ8" EQ (3) #4 REBAR 2'-0" SECTION B 1"=1'-0' REF: 51.01 8" CHAMFER TROWEL FINISH TOP OF WALL FINISH GRADE d u ' z a r REINFORCING PER B/S5.01 s w 2 d • r SECTION F t-1/2"=1'-0' REF: C101 GUARD RAIL WITH POSTS AT e'-0" MAX, PAINTED FINISH 1112.. 112" DIA SCH 40 PIPE FY = 60KSI POST AND RAILS 4" DIA SPHERE, TYP 112 -'SQUARE STEEL BAR AT 4" C/O R TOC a'• IIA' :: ..: •'Ilya.• .::. . 1! 4 GUARD RAIL DETAIL =1'-0' REF: C1.01, S5.01 4 5 HOOK REBAR INTOI.umry ren r�rry LOWER RETAINING WALL I I BASE PLATE AND ANCHOR BOLTS CONCRETE PAD ; PER BPt 1/55.01 PER PLAN III—III—i REINFORCING PER B/3501 —III—III SIDEWALK PER CIVIL �=1 a a a IIII[IIIIIlI111111 Ii' EQ 8" EQ 2'-0" DETAIL 1"=1'-0' REF: 51.01 ° COLUMN PER PLAN o 112" STEEL PLATE 1„ BPI COLUMN PER PLAN ANCHOR BOLTS PER BPi ' 1 REINFORCING PER PLAN BASE PLATE PER DETAIL I I d 3'-0" SQUARE (4) #4 REBARS BOTH WAYS &1�= CTIO1'-0' REF: 51.01 NOTE: NUMBER OF RISERS AND TREADS VARIES, SEE CIVIL PLAN. CONCRETE STAIR DETAIL 6 1 7 8 9 RAILING PER— DETAIL 4/35.01 CHAMFER CONCRETE RAMP 3" DIA BLOCK OUT SLEEVE— 1 GROUT POST IN SLEEVE t #4 CONTINUOUS &4�- CTIO1'A' REF: C1.01 S" r (2) #4 EACH FACE / AROUND SLEEVE HSS PER PLAN Cip I HSS PER PLAN I I I I I 1 I 1 2 DETAIL 1-112"=1'-0' REF: 5701 10 HAND RAIL, PAINTED FINISH 1 114" DIA SCH 40 PIPE (� HAND RAIL, WELDED BACK _ q TO POST WITH BENT PIPE EXTENSION CHAMFER 8 CONCRETE ' STAIR I61 I 4 (2) #4 EACH FACE v I " OF WALL ! 3" DIA BLOCK CURB LINE OUT SLEEVE 4" NOSING LINE GROUT POST - 10" IN SLEEVE #4 CONTINUOUS NOTE: NUMBER OF RISERS AND TREADS VARIES, SEE CIVIL PLAN. 6 HAND RAIL DETAIL 1Y2"=1'-0' REF: C7.01 8 9 10 Q o H g m tEE UH"m aY o Nk 3� ;41K e DRAWN BY MTD CHECKEDRY GDF JOB NUMBER E 19091 REVISIONS 12 W. Ke00eWkk A— D Kennewick, WA 09336 P: 509.735.1569 F: 509.783.5075 www.melerinc— C 1DATE 1/29/20201 SHEET NAME SECTIONS AND DETAILS SHEET S5.01 Is1