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2019-10-15 - 19th St NE Small Stormwater Improvement Project - General Agreements / General Service Agreements - 19th St NE Stormwater Improvement Projec
2019 19th Street Stormwater Project Contract Provisions City of East Wenatchee 2019 19th Street Stormwater Project October 2019 Prepared by: City of East Wenatchee Department of Public Works 271 Ninth Street NE East Wenatchee, Washington 98802-4438 City of East Wenatchee BID PROPOSAL, CONTRACT DOCUMENTS, AND SPECIFICATIONS FOR: 2019 19th Street Stormwater Project RH2 Project No.EW 219.018.02 October 2019 THE CONTENT OF THIS DOCUMENT, AS A MEANS OF PROFESSIONAL SERVICE, IS PROTECTED BY 17 U.S.C. § 101, ET SEQ. AS SUCH, IT SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT OR PURPOSE WITHOUT WRITTEN AUTHORIZATION FROM RH2 ENGINEERING. © 2017 RH2 ENGINEERING, INC. Signed 10/08/2019Signed 10/08/2019 BID FORMS 1 12/13/2016 11:27 AM J:\data\EW\219-018\TA 2 19th Street\30 Specs\60 Final Review\3 Bidders Checklist.doc BIDDING CHECKLIST Bidders must bid on all bid items contained in the Proposal. The omission or deletion of any bid item will be considered non-responsive and shall be cause for rejection of the bid. Please check to make sure you have accomplished the following: q Has the proposal been properly signed? q Have you bid on ALL ITEMS. q Have you reviewed and agreed to the Non-Collusion Declaration? (Form #272-036I) q Have you certified receipt of addenda? Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. 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: NOTICE TO ALL BIDDERS 1-800-424-9071 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. 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. To report rigging activities call: The U.S. Department of Transportation (USDOT) operates the above toll-free “hotline” Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the “hotline” to report such activities. The “hotline” is part of USDOT’s continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. DOT Form 272-036H EF Revised 5/06 CONTRACT FORMS ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 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). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 10/16/2019 (425) 489-4500 (425) 485-8489 25666 KRCI LLC 125 McGee St. SE East Wenatchee, WA 98802 25658 A 1,000,000 X X DTCO-4J614507-TIA-19 5/3/2019 5/3/2020 300,000 10,000 1,000,000 2,000,000 2,000,000 WA STOP GAP EL 1,000,000 1,000,000B X X DT810-9M83547A-19-26-G 5/3/2019 5/3/2020 A DTCO-4J614507-TIA-19 5/3/2019 5/3/2020 1,000,000 1,000,000 1,000,000 Re: Job: 2019 19th Street Stormwater Project City of East Wenatchee and its officers, elected officials, employees, agents and volunteers and RH2 Engineering, Inc. are added as additional insured per the attached endorsements & forms; coverage is primary and non-contributory and waiver of subrogation apply. City of East Wenatchee Tom Wachholder 271 Ninth Street Ne East Wenatchee, WA 98802-4438 KRCILLC-01 ROCHOA Hub International Northwest LLC P.O. Box 3018 Bothell, WA 98041 now.info@hubinternational.com The Travelers Indemnity Company of America The Travelers Indemnity Company X X X X X COMMERCIAL GENERAL LIABILITY 4. Other Insurance (ii)That is insurance for "premises damage";If valid and collectible other insurance is available to (iii)If the loss arises out of thethe insured for a loss we cover under Coverages A maintenance or use of aircraft,or B of this Coverage Part, our obligations are "autos" or watercraft to the extentlimited as described in Paragraphs a.and b.below. not subject to any exclusion in thisAs used anywhere in this Coverage Part, other Coverage Part that applies toinsurance means insurance, or the funding of aircraft, "autos" or watercraft;losses, that is provided by, through or on behalf of: (iv)That is insurance available to a(i)Another insurance company;premises owner, manager or (ii)Us or any of our affiliated insurance companies,lessor that qualifies as an insured except when the Non cumulation of Each under Paragraph 4.of Section II – Occurrence Limit provision of Paragraph 5.of Who Is An Insured, except when Section III – Limits Of Insurance or the Non Paragraph d.below applies; or cumulation of Personal and Advertising Injury (v)That is insurance available to anLimit provision of Paragraph 4.of Section III –equipment lessor that qualifies asLimits of Insurance applies because the an insured under Paragraph 5.ofAmendment – Non Cumulation Of Each Section II – Who Is An Insured,Occurrence Limit Of Liability And Non except when Paragraph d.belowCumulation Of Personal And Advertising Injury applies.Limit endorsement is included in this policy; (b)Any of the other insurance, whether(iii)Any risk retention group; or primary, excess, contingent or on any (iv)Any self-insurance method or program, in other basis, that is available to the which case the insured will be deemed to be insured when the insured is an the provider of other insurance.additional insured, or is any other insured that does not qualify as aOther insurance does not include umbrella named insured, under such otherinsurance, or excess insurance, that was bought insurance.specifically to apply in excess of the Limits of (2)When this insurance is excess, we willInsurance shown in the Declarations of this have no duty under Coverages A or B toCoverage Part. defend the insured against any "suit" if anyAs used anywhere in this Coverage Part, other other insurer has a duty to defend theinsurer means a provider of other insurance. As insured against that "suit". If no otherused in Paragraph c.below, insurer means a insurer defends, we will undertake to do so,provider of insurance.but we will be entitled to the insured's rights against all those other insurers.a. Primary Insurance (3)When this insurance is excess over otherThis insurance is primary except when insurance, we will pay only our share of theParagraphb.below applies. If this insurance is amount of the loss, if any, that exceeds theprimary, our obligations are not affected unless sumof:any of the other insurance is also primary. (a)The total amount that all such otherThen, we will share with all that other insurance insurance would pay for the loss in theby the method described in Paragraph c.below, absence of this insurance; andexcept when Paragraph d.below applies. (b)The total of all deductible and self-b. Excess Insurance insured amounts under all that other (1)This insurance is excess over:insurance. (4)We will share the remaining loss, if any,(a)Any of the other insurance, whether with any other insurance that is notprimary, excess, contingent or on any described in this Excess Insuranceother basis: provision and was not bought specifically to(i)That is Fire, Extended Coverage,apply in excess of the Limits of InsuranceBuilder's Risk, Installation Risk or shown in the Declarations of this Coveragesimilar coverage for "your work";Part. CG T1 00 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page15 of 21 Includes copyrighted material of Insurance Services Office, Inc. with its permission. Policy # DTCO-4J614507-TIA-19 COMMERCIAL GENERAL LIABILITY c. Method Of Sharing a.The statements in the Declarations are accurate and complete;If all of the other insurance permits contribution by equal shares, we will follow this method also.b.Those statements are based upon Under this approach each insurer contributes representations you made to us; and equal amounts until it has paid its applicable c.We have issued this policy in reliance uponlimit of insurance or none of the loss remains,your representations.whichever comes first.The unintentional omission of, or unintentional errorIf any of the other insurance does not permit in, any information provided by you which we reliedcontribution by equal shares, we will contribute upon in issuing this policy will not prejudice yourby limits. Under this method, each insurer's rights under this insurance. However, this provisionshare is based on the ratio of its applicable limit does not affect our right to collect additionalof insurance to the total applicable limits of premium or to exercise our rights of cancellation orinsurance of all insurers.nonrenewalin accordance with applicable insurance d. Primary And Non-Contributory Insurance If laws or regulations. Required By Written Contract 7. Separation Of Insureds If you specifically agree in a written contract or Except with respect to the Limits of Insurance, andagreement that the insurance afforded to an any rights or duties specifically assigned in thisinsured under this Coverage Part must apply on Coverage Part to the first Named Insured, thisa primary basis, or a primary and non-insurance applies:contributory basis, this insurance is primary to a.As if each Named Insured were the onlyother insurance that is available to such insured Named Insured; andwhich covers such insured as a named insured, b.Separately to each insured against whom claimand we will not share with that other insurance, is made or "suit" is brought.provided that: 8. Transfer Of Rights Of Recovery Against Others(1)The "bodily injury" or "property damage" for To Uswhich coverage is sought occurs; and If the insured has rights to recover all or part of any(2)The "personal and advertising injury" for payment we have made under this Coverage Part,which coverage is sought is caused by an those rights are transferred to us. The insured mustoffense that is committed;do nothing after loss to impair them. At our request,subsequent to the signing of that contract or the insured will bring "suit" or transfer those rightsagreement by you.to us and help us enforce them. 5. Premium Audit 9. When We Do Not Renew a.We will compute all premiums for this Coverage If we decide not to renew this Coverage Part, we willPart in accordance with our rules and rates.mail or deliver to the first Named Insured shown in b.Premium shown in this Coverage Part as the Declarations written notice of the nonrenewaladvance premium is a deposit premium only. At not less than 30 days before the expiration date.the close of each audit period we will compute If notice is mailed, proof of mailing will be sufficientthe earned premium for that period and send proof of notice.notice to the first Named Insured. The due date SECTION V – DEFINITIONSfor audit and retrospective premiums is the date shown as the due date on the bill. If the sum of 1."Advertisement" means a notice that is broadcast or the advance and audit premiums paid for the published to the general public or specific market policy period is greater than the earned segments about your goods, products or services premium, we will return the excess to the first for the purpose of attracting customers or Named Insured.supporters. For the purposes of this definition: c.The first Named Insured must keep records of a.Notices that are published include material the information we need for premium placed on the Internet or on similar electronic computation, and send us copies at such times means of communication; and as we may request.b.Regarding websites, only that part of a website 6. Representations that is about your goods, products or services for the purposes of attracting customers orBy accepting this policy, you agree: supporters is considered an advertisement. Page16 of 21 ú 2017 The Travelers Indemnity Company. All rights reserved.CG T1 00 02 19 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED (Includes Products-Completed Operations If Required By Contract) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PROVISIONS (1)Any "bodily injury", "property damage" or "personal injury" arising out of the providing,The following is added to SECTION II – WHO IS AN or failure to provide, any professionalINSURED: architectural, engineering or surveyingAny person or organization that you agree in a services, including:written contract or agreement to include as an additional insured on this Coverage Part is an (a)The preparing, approving, or failing to insured, but only:prepare or approve, maps, shop drawings, opinions, reports, surveys,a.With respect to liability for "bodily injury" or field orders or change orders, or the"property damage" that occurs, or for "personal preparing, approving, or failing toinjury" caused by an offense that is committed, prepare or approve, drawings andsubsequent to the signing of that contract or agreement and while that part of the contract or specifications; and agreement is in effect; and (b)Supervisory, inspection, architectural or b.If, and only to the extent that, such injury or engineering activities.damage is caused by acts or omissions of you or (2)Any "bodily injury" or "property damage"your subcontractor in the performance of "your caused by "your work" and included in thework" to which the written contract or agreement "products-completed operations hazard"applies. Such person or organization does not unless the written contract or agreementqualify as an additional insured with respect to the independent acts or omissions of such specifically requires you to provide such person or organization.coverage for that additional insured during the policy period.The insurance provided to such additional insured is subject to the following provisions:c.The additional insured must comply with the a.If the Limits of Insurance of this Coverage Part following duties: shown in the Declarations exceed the minimum (1)Give us written notice as soon as practicablelimits required by the written contract or of an "occurrence" or an offense which mayagreement, the insurance provided to the result in a claim. To the extent possible, suchadditional insured will be limited to such notice should include:minimum required limits. For the purposes of determining whether this limitation applies, the (a)How, when and where the "occurrence"minimum limits required by the written contract or or offense took place;agreement will be considered to include the (b)The names and addresses of any injuredminimum limits of any Umbrella or Excess persons and witnesses; andliability coverage required for the additional insured by that written contract or agreement.(c)The nature and location of any injury orThis provision will not increase the limits of damage arising out of the "occurrence"insurance described in Section III – Limits Of or offense.Insurance. (2)If a claim is made or "suit" is brought againstb.The insurance provided to such additional the additional insured:insured does not apply to: CG D2 46 04 19 ú 2018 The Travelers Indemnity Company. All rights reserved.Page 1 of 2 Policy # DTCO-4J614507-TIA-19 COMMERCIAL GENERAL LIABILITY (a)Immediately record the specifics of the (4)Tender the defense and indemnity of any claim or "suit" and the date received; and claim or "suit" to any provider of other insurance which would cover such additional(b)Notify us as soon as practicable and see insured for a loss we cover. However, thisto it that we receive written notice of the condition does not affect whether theclaim or "suit" as soon as practicable.insurance provided to such additional (3)Immediately send us copies of all legal insured is primary to other insurancepapers received in connection with the claim available to such additional insured whichor "suit", cooperate with us in the covers that person or organization as ainvestigation or settlement of the claim or named insured as described in Paragraph 4.,defense against the "suit", and otherwise Other Insurance, of Section IV – Commercialcomply with all policy conditions.General Liability Conditions. Page 2 of 2 ú 2018 The Travelers Indemnity Company. All rights reserved.CG D2 46 04 19 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XTEND ENDORSEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE –This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A.Who Is An Insured – Unnamed Subsidiaries C.Incidental Medical Malpractice B.Blanket Additional Insured – Governmental D.Blanket Waiver Of Subrogation Entities – Permits Or Authorizations Relating To E.Contractual Liability – RailroadsOperationsF.Damage To Premises Rented To You PROVISIONS a.An organization other than a partnership, joint venture or limited liability company; orA. WHO IS AN INSURED – UNNAMED b.A trust;SUBSIDIARIES The following is added to SECTION II – WHO IS as indicated in its name or the documents that AN INSURED:govern its structure. Any of your subsidiaries, other than a partnership,B. BLANKET ADDITIONAL INSURED –joint venture or limited liability company, that is GOVERNMENTAL ENTITIES – PERMITS ORnot shown as a Named Insured in the AUTHORIZATIONS RELATING TO OPERATIONSDeclarations is a Named Insured if: The following is added to SECTION II – WHO ISa.You are the sole owner of, or maintain an AN INSURED:ownership interest of more than 50% in, such Any governmental entity that has issued a permitsubsidiary on the first day of the policy period; or authorization with respect to operationsand performed by you or on your behalf and that youb.Such subsidiary is not an insured under are required by any ordinance, law, building codesimilar other insurance.or written contract or agreement to include as an No such subsidiary is an insured for "bodily injury"additional insured on this Coverage Part is an or "property damage" that occurred, or "personal insured, but only with respect to liability for "bodily injury", "property damage" or "personal andand advertising injury" caused by an offense advertising injury" arising out of such operations.committed: The insurance provided to such governmentala.Before you maintained an ownership interest entity does not apply to:of more than 50% in such subsidiary; or a.Any "bodily injury", "property damage" orb.After the date, if any, during the policy period "personal and advertising injury" arising out ofthat you no longer maintain an ownership operations performed for the governmentalinterest of more than 50% in such subsidiary.entity; orFor purposes of Paragraph 1.of Section II – Who b.Any "bodily injury" or "property damage"Is An Insured, each such subsidiary will be included in the "products-completeddeemed to be designated in the Declarations as:operations hazard". CG D3 16 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 1 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy # DTCO-4J614507-TIA-19 COMMERCIAL GENERAL LIABILITY C. INCIDENTAL MEDICAL MALPRACTICE pharmaceuticals committed by, or with the knowledge or consent of, the insured.1.The following replaces Paragraph b.of the definition of "occurrence" in the 5.The following is added to the DEFINITIONS DEFINITIONS Section:Section: b.An act or omission committed in providing "Incidental medical services" means:or failing to provide "incidental medical a.Medical, surgical, dental, laboratory, x-rayservices", first aid or "Good Samaritan or nursing service or treatment, advice orservices" to a person, unless you are in instruction, or the related furnishing ofthe business or occupation of providing food or beverages; orprofessional health care services. b.The furnishing or dispensing of drugs or2.The following replaces the last paragraph of medical, dental, or surgical supplies orParagraph2.a.(1)of SECTION II – WHO IS appliances.AN INSURED: 6.The following is added to Paragraph 4.b.,Unless you are in the business or occupation Excess Insurance, of SECTION IV –of providing professional health care services, Paragraphs (1)(a),(b),(c)and (d)above do COMMERCIAL GENERAL LIABILITY not apply to "bodily injury" arising out of CONDITIONS: providing or failing to provide:This insurance is excess over any valid and (a)"Incidental medical services" by any of collectible other insurance, whether primary, your "employees" who is a nurse, nurse excess, contingent or on any other basis, that assistant, emergency medical technician is available to any of your "employees" for or paramedic; or "bodily injury" that arises out of providing or failing to provide "incidental medical services"(b)First aid or "Good Samaritan services" by to any person to the extent not subject toany of your "employees" or "volunteer workers", other than an employed or Paragraph 2.a.(1)of Section II – Who Is An volunteer doctor. Any such "employees"Insured. or "volunteer workers" providing or failing D. BLANKET WAIVER OF SUBROGATIONto provide first aid or "Good Samaritan The following is added to Paragraph 8.,Transferservices" during their work hours for you Of Rights Of Recovery Against Others To Us,will be deemed to be acting within the of SECTION IV – COMMERCIAL GENERALscope of their employment by you or performing duties related to the conduct LIABILITY CONDITIONS: of your business.If the insured has agreed in a contract or 3.The following replaces the last sentence of agreement to waive that insured's right of Paragraph 5.of SECTION III – LIMITS OF recovery against any person or organization, we INSURANCE:waive our right of recovery against such person or organization, but only for payments we makeFor the purposes of determining the because of:applicable Each Occurrence Limit, all related acts or omissions committed in providing or a."Bodily injury" or "property damage" thatfailing to provide "incidental medical occurs; orservices", first aid or "Good Samaritan b."Personal and advertising injury" caused byservices" to any one person will be deemed to an offense that is committed;be one "occurrence". 4.The following exclusion is added to subsequent to the execution of the contract or Paragraph 2.,Exclusions, of SECTION I –agreement. COVERAGES – COVERAGE A – BODILY E. CONTRACTUAL LIABILITY – RAILROADSINJURY AND PROPERTY DAMAGE LIABILITY:1.The following replaces Paragraph c.of the definition of "insured contract" in theSale Of Pharmaceuticals DEFINITIONS Section:"Bodily injury" or "property damage" arising out of the violation of a penal statute or c.Any easement or license agreement; ordinance relating to the sale of Page 2 of 3 ú 2017 The Travelers Indemnity Company. All rights reserved.CG D3 16 02 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. COMMERCIAL GENERAL LIABILITY 2.Paragraph f.(1)of the definition of "insured a.Any premises while rented to you or contract" in the DEFINITIONS Section is temporarily occupied by you with permission deleted.of the owner; or F. DAMAGE TO PREMISES RENTED TO YOU b.The contents of any premises while such premises is rented to you, if you rent suchThe following replaces the definition of "premises premises for a period of seven or fewerdamage" in the DEFINITIONS Section:consecutive days."Premises damage" means "property damage" to: CG D3 16 02 19 ú 2017 The Travelers Indemnity Company. All rights reserved.Page 3 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. DTCO-4J614507-TIA-19 5-3-2019 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED PRIMARY AND NON-CONTRIBUTORY WITH OTHER INSURANCE This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM PROVISIONS 2.The following is added to Paragraph B.5.,Other Insurance of SECTION IV BUSINESS AUTO1.The following is added to Paragraph A.1.c.,Who CONDITIONS:Is An Insured,of SECTION Il COVERED AUTOS LIABILITY COVERAGE:Regardless of the provisions of paragraph a.and paragraph d.of this part 5.Other Insurance,thisAnypersonororganizationwhoisrequiredunder insurance is primary to and non-contributory withawrittencontractoragreementbetweenyouand applicable other insurance under which an addi-that person or organization,that is signed and executed by you before the "bodily injury"or tional insured person or organization is the first "property damage"occurs and that is in effect named insured when the written contract or during the policy period,to be named as an addi-agreement between you and that person or or- tional insured is an "insured"for Covered Autos ganization,that is signed and executed by youLiabilityCoverage,but only for damages to which before the "bodily injury"or "property damage"this insurance applies and only to the extent that occurs and that is in effect during the policy pe-person or organization qualifies as an "insured"riod,requires this insurance to be primary andundertheWhoIsAnInsuredprovisioncontainednon-contributory.in SECTION II. CA T4 74 02 15 ©2015 The Travelers Indemnity Company.All rights reserved.Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.with its permission. Policy # DT810-9M83547A-19-26-G COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE – This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. H. HIRED AUTO PHYSICAL DAMAGE – LOSS OF USE – INCREASED LIMIT A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED I. PHYSICAL DAMAGE – TRANSPORTATION EXPENSES – INCREASED LIMIT C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED J. PERSONAL PROPERTY E. SUPPLEMENTARY PAYMENTS – INCREASED LIMITS K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSSF. HIRED AUTO – LIMITED WORLDWIDE COV- ERAGE – INDEMNITY BASIS M. BLANKET WAIVER OF SUBROGATION G. WAIVER OF DEDUCTIBLE – GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. The following is added to Paragraph A.1.,Who Is An Insured, of SECTION II – COVERED AUTOS LIABILITY COVERAGE: C. EMPLOYEE HIRED AUTOAny organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. 1.The following is added to Paragraph A.1., Who Is An Insured, of SECTION II – COV- ERED AUTOS LIABILITY COVERAGE: An "employee" of yours is an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your busi- ness.B. BLANKET ADDITIONAL INSURED The following is added to Paragraph c. in A.1., Who Is An Insured, of SECTION II – COVERED AUTOS LIABILITY COVERAGE: 2.The following replaces Paragraph b. in B.5., Other Insurance, of SECTION IV – BUSI- NESS AUTO CONDITIONS: b.For Hired Auto Physical Damage Cover- age, the following are deemed to be cov- ered "autos" you own: Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Covered Autos Liability Coverage, but only for damages to which (1)Any covered "auto" you lease, hire, rent or borrow; and (2)Any covered "auto" hired or rented by your "employee" under a contract in an "employee's" name, with your CA T3 53 02 15 ú 2015 The Travelers Indemnity Company. All rights reserved.Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. POLICY NUMBER: DT810-9M83547A-19-26-G COMMERCIAL AUTO permission, while performing duties related to the conduct of your busi- ness. (a)With respect to any claim made or "suit" brought outside the United States of America, the territories and possessions of the United States of America, Puerto Rico and Canada:However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto".(i)You must arrange to defend the "in- sured" against, and investigate or set- tle any such claim or "suit" and keep us advised of all proceedings and ac- tions. D. EMPLOYEES AS INSURED The following is added to Paragraph A.1.,Who Is An Insured, of SECTION II – COVERED AUTOS LIABILITY COVERAGE: (ii)Neither you nor any other involved "insured" will make any settlement without our consent. Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. (iii)We may, at our discretion, participate in defending the "insured" against, or in the settlement of, any claim or "suit". E. SUPPLEMENTARY PAYMENTS – INCREASED LIMITS 1.The following replaces Paragraph A.2.a.(2), of SECTION II – COVERED AUTOS LIABIL- ITY COVERAGE:(iv)We will reimburse the "insured" for sums that the "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, that the "in- sured" pays with our consent, but only up to the limit described in Para- graph C., Limits Of Insurance, of SECTION II – COVERED AUTOS LIABILITY COVERAGE. (2)Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2.The following replaces Paragraph A.2.a.(4), of SECTION II – COVERED AUTOS LIABIL- ITY COVERAGE: (v)We will reimburse the "insured" for the reasonable expenses incurred with our consent for your investiga- tion of such claims and your defense of the "insured" against any such "suit", but only up to and included within the limit described in Para- graph C., Limits Of Insurance, of SECTION II – COVERED AUTOS LIABILITY COVERAGE, and not in addition to such limit. Our duty to make such payments ends when we have used up the applicable limit of insurance in payments for damages, settlements or defense expenses. (4)All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day be- cause of time off from work. F. HIRED AUTO – LIMITED WORLDWIDE COV- ERAGE – INDEMNITY BASIS The following replaces Subparagraph (5) in Para- graph B.7.,Policy Period, Coverage Territory, of SECTION IV – BUSINESS AUTO CONDI- TIONS: (5)Anywhere in the world, except any country or jurisdiction while any trade sanction, em- bargo, or similar regulation imposed by the United States of America applies to and pro- hibits the transaction of business with or within such country or jurisdiction, for Cov- ered Autos Liability Coverage for any covered "auto" that you lease, hire, rent or borrow without a driver for a period of 30 days or less and that is not an "auto" you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their households. (b)This insurance is excess over any valid and collectible other insurance available to the "insured" whether primary, excess, contingent or on any other basis. (c)This insurance is not a substitute for re- quired or compulsory insurance in any country outside the United States, its ter- ritories and possessions, Puerto Rico and Canada. Page 2 of 4 ú 2015 The Travelers Indemnity Company. All rights reserved.CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO (2)In or on your covered "auto".You agree to maintain all required or compulsory insurance in any such coun- try up to the minimum limits required by local law. Your failure to comply with compulsory insurance requirements will not invalidate the coverage afforded by this policy, but we will only be liable to the same extent we would have been liable had you complied with the compulsory in- surance requirements. This coverage applies only in the event of a total theft of your covered "auto". No deductibles apply to this Personal Property coverage. K. AIRBAGS The following is added to Paragraph B.3.,Exclu- sions, of SECTION III – PHYSICAL DAMAGE COVERAGE: Exclusion 3.a. does not apply to "loss" to one or more airbags in a covered "auto" you own that in- flate due to a cause other than a cause of "loss" set forth in Paragraphs A.1.b. and A.1.c., but only: (d)It is understood that we are not an admit- ted or authorized insurer outside the United States of America, its territories and possessions, Puerto Rico and Can- ada. We assume no responsibility for the furnishing of certificates of insurance, or for compliance in any way with the laws of other countries relating to insurance. a.If that "auto" is a covered "auto" for Compre- hensive Coverage under this policy; b.The airbags are not covered under any war- ranty; andG. WAIVER OF DEDUCTIBLE – GLASS c.The airbags were not intentionally inflated.The following is added to Paragraph D.,Deducti- ble, of SECTION III – PHYSICAL DAMAGE COVERAGE: We will pay up to a maximum of $1,000 for any one "loss". No deductible for a covered "auto" will apply to glass damage if the glass is repaired rather than replaced. L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS The following is added to Paragraph A.2.a., of SECTION IV – BUSINESS AUTO CONDITIONS:H. HIRED AUTO PHYSICAL DAMAGE – LOSS OF USE – INCREASED LIMIT Your duty to give us or our authorized representa- tive prompt notice of the "accident" or "loss" ap- plies only when the "accident" or "loss" is known to: The following replaces the last sentence of Para- graph A.4.b.,Loss Of Use Expenses, of SEC- TION III – PHYSICAL DAMAGE COVERAGE: (a)You (if you are an individual);However, the most we will pay for any expenses for loss of use is $65 per day, to a maximum of $750 for any one "accident". (b)A partner (if you are a partnership); (c)A member (if you are a limited liability com- pany);I. PHYSICAL DAMAGE – TRANSPORTATION EXPENSES – INCREASED LIMIT (d)An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or The following replaces the first sentence in Para- graph A.4.a.,Transportation Expenses, of SECTION III – PHYSICAL DAMAGE COVER- AGE: (e)Any "employee" authorized by you to give no- tice of the "accident" or "loss". We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense in- curred by you because of the total theft of a cov- ered "auto" of the private passenger type. M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.5.,Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV – BUSINESS AUTO CONDI- TIONS:J. PERSONAL PROPERTY 5. Transfer Of Rights Of Recovery Against Others To Us The following is added to Paragraph A.4.,Cover- age Extensions, of SECTION III – PHYSICAL DAMAGE COVERAGE:We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by Personal Property We will pay up to $400 for "loss" to wearing ap- parel and other personal property which is: (1)Owned by an "insured"; and CA T3 53 02 15 ú 2015 The Travelers Indemnity Company. All rights reserved.Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc. with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the person or organization designated in such contract. The unintentional omission of, or unintentional error in, any information given by you shall not prejudice your rights under this insurance. How- ever this provision does not affect our right to col- lect additional premium or exercise our right of cancellation or non-renewal. N. UNINTENTIONAL ERRORS OR OMISSIONS The following is added to Paragraph B.2.,Con- cealment, Misrepresentation, Or Fraud, of SECTION IV – BUSINESS AUTO CONDITIONS: Page 4 of 4 ú 2015 The Travelers Indemnity Company. All rights reserved.CA T3 53 02 15 Includes copyrighted material of Insurance Services Office, Inc. with its permission. City of East Wenatchee Final Contract Department of Public Works Voucher Certificate Contractor Street Address City State Zip Date State Project Number TIB Project Number Highway Number Job Description (Title) Date Work Physically Completed Final Amount $ Contractor’s Certification I, The undersigned, having first been duly sworn, certify that I am authorized to sign for the claimant; that in connection with the work performed and to the best of my knowledge no loan, gratuity or gift in any form whatsoever has been extended to any employee of the City of East Wenatchee nor have I rented or purchased any equipment or materials from any employee of the City of East Wenatchee; I further certify that the attached final estimate is a true and correct statement showing all the monies due me from the City of East Wenatchee for work performed and materials furnished under this contract; that I have carefully examined said final estimate and understand the same and that I hereby release the City of East Wenatchee from any and all claims of whatsoever nature which I may have, arising out of the performance of said contract, which are not set forth in said estimate. _____________________________________ Contractor Authorized Signature Required _____________________________________ Type Signature Name Subscribed and sworn to before me this _______________day of ________________________20________________ ______________________________________________________Notary Public in and for the State of Washington, residing at _____________________________________________________________________________________ City of East Wenatchee City of East Wenatchee hereby accepts the completed contract pursuant to Section 1-05.12 of the contract provisions. ________________________________________________________________________ Mayor/or Designee Date of Acceptance PREVAILING WAGES State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 10/4/2019 County Trade Job Classification Wage Holiday Overtime Note *Risk Class Douglas Asbestos Abatement Workers Journey Level $41.09 5D 1H View Douglas Boilermakers Journey Level $69.04 5N 1C View Douglas Brick Mason Journey Level $50.44 5A 1M View Douglas Building Service Employees Janitor $12.00 1 View Douglas Building Service Employees Shampooer $12.00 1 View Douglas Building Service Employees Waxer $12.00 1 View Douglas Building Service Employees Window Cleaner $12.00 1 View Douglas Cabinet Makers (In Shop)Journey Level $12.00 1 View Douglas Carpenters Acoustical Worker $44.38 7A 4C View Douglas Carpenters Bridge, Dock And Wharf Carpenters $62.44 7A 4C View Douglas Carpenters Bridge, Dock And Wharf Carpenters $62.44 7A 4C View Douglas Carpenters Carpenter $44.38 7A 4C View Douglas Carpenters Carpenters on Stationary Tools $44.51 7A 4C View Douglas Carpenters Creosoted Material $44.48 7A 4C View Douglas Carpenters Floor Finisher $44.38 7A 4C View Douglas Carpenters Floor Layer $44.38 7A 4C View Douglas Carpenters Scaffold Erecting & Dismantling $52.35 5A 1B View Douglas Carpenters Scaffold Erector $44.38 7A 4C View Douglas Cement Masons Journey Level $45.14 7B 1N View Douglas Divers & Tenders Bell/Vehicle or Submersible Operator (Not Under Pressure) $116.20 7A 4C View Douglas Divers & Tenders Dive Supervisor/Master $79.23 7A 4C View Douglas Divers & Tenders Diver $116.20 7A 4C 8V View Douglas Divers & Tenders Diver On Standby $74.23 7A 4C View Douglas Divers & Tenders Diver Tender $67.31 7A 4C View Douglas Divers & Tenders Manifold Operator $67.31 7A 4C View Douglas Divers & Tenders Manifold Operator Mixed Gas $72.31 7A 4C View Douglas Divers & Tenders Remote Operated Vehicle Operator/Technician $67.31 7A 4C View Douglas Divers & Tenders Remote Operated Vehicle Tender $67.31 7A 4C View Douglas Dredge Workers Assistant Engineer $56.44 5D 3F View Douglas Dredge Workers Assistant Mate (Deckhand)$56.00 5D 3F View Douglas Dredge Workers Boatmen $56.44 5D 3F View Douglas Dredge Workers Engineer Welder $57.51 5D 3F View Douglas Dredge Workers Leverman, Hydraulic $58.67 5D 3F View Douglas Dredge Workers Mates $56.44 5D 3F View Douglas Dredge Workers Oiler $56.00 5D 3F View Douglas Drywall Applicator Journey Level $52.35 7E 4X 8N View Douglas Drywall Tapers Journey Level $42.54 7E 1P View Douglas Electrical Fixture Maintenance Workers Journey Level $12.00 1 View Douglas Electricians - Inside Cable Splicer $68.69 7H 1E View Douglas Electricians - Inside Construction Stock Person $34.97 7H 1D View Douglas Electricians - Inside Journey Level $64.31 7H 1E View Douglas Electricians - Motor Shop Craftsman $15.37 1 View Douglas Electricians - Motor Shop Journey Level $14.69 1 View Douglas Electricians - Powerline Construction Cable Splicer $79.60 5A 4D View Douglas Electricians - Powerline Construction Certified Line Welder $72.98 5A 4D View Douglas Electricians - Powerline Construction Groundperson $47.94 5A 4D View Douglas Electricians - Powerline Construction Heavy Line Equipment Operator $72.98 5A 4D View Douglas Electricians - Powerline Construction Journey Level Lineperson $72.98 5A 4D View Douglas Electricians - Powerline Construction Line Equipment Operator $62.06 5A 4D View Douglas Electricians - Powerline Construction Meter Installer $47.94 5A 4D 8W View Douglas Electricians - Powerline Construction Pole Sprayer $72.98 5A 4D View Douglas Electricians - Powerline Construction Powderperson $54.55 5A 4D View Douglas Electronic Technicians Electronic Technicians Journey Level $43.70 5B 1B View Douglas Elevator Constructors Mechanic $94.22 7D 4A View Douglas Elevator Constructors Mechanic In Charge $101.73 7D 4A View Douglas Fabricated Precast Concrete Products Journey Level $12.00 1 View Douglas Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $12.00 1 View Douglas Fence Erectors Fence Erector $38.59 7A 4V 8Y View Douglas Fence Erectors Fence Laborer $38.59 7A 4V 8Y View Douglas Flaggers Journey Level $38.59 7A 4V 8Y View Douglas Glaziers Journey Level $31.59 7L 4L View Douglas Heat & Frost Insulators And Asbestos Workers Journeyman $76.61 5J 4H View Douglas Heating Equipment Mechanics Journey Level $56.61 6Z 1B View Douglas Hod Carriers & Mason Tenders Journey Level $42.30 7A 4V 8Y View Douglas Industrial Power Vacuum Cleaner Journey Level $12.00 1 View Douglas Inland Boatmen Journey Level $12.00 1 View Douglas Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $12.00 1 View Douglas Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $12.00 1 View Douglas Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $12.78 1 View Douglas Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $12.00 1 View Douglas Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $12.00 1 View Douglas Insulation Applicators Journey Level $52.35 7E 4X 8N View Douglas Ironworkers Journeyman $63.06 7N 1O View Douglas Laborers Erosion Control Worker $41.09 7A 4V 8Y View Douglas Laborers Air, Gas Or Electric Vibrating Screed $41.09 7A 4V 8Y View Douglas Laborers Airtrac Drill Operator $42.30 7A 4V 8Y View Douglas Laborers Ballast Regular Machine $41.09 7A 4V 8Y View Douglas Laborers Batch Weighman $38.59 7A 4V 8Y View Douglas Laborers Brick Pavers $41.09 7A 4V 8Y View Douglas Laborers Bruch Cutter $41.09 7A 4V 8Y View Douglas Laborers Brush Hog Feeder $41.09 7A 4V 8Y View Douglas Laborers Burner $41.09 7A 4V 8Y View Douglas Laborers Caisson Worker $42.30 7A 4V 8Y View Douglas Laborers Carpenter Tender $41.09 7A 4V 8Y View Douglas Laborers Cement Dumper-paving $41.79 7A 4V 8Y View Douglas Laborers Cement Finisher Tender $41.09 7A 4V 8Y View Douglas Laborers Change House Or Dry Shack $41.09 7A 4V 8Y View Douglas Laborers Chipping Gun (30 Lbs. And Over)$41.79 7A 4V 8Y View Douglas Laborers Chipping Gun (Under 30 Lbs.)$41.09 7A 4V 8Y View Douglas Laborers Choker Setter $41.09 7A 4V 8Y View Douglas Laborers Chuck Tender $41.09 7A 4V 8Y View Douglas Laborers Clary Power Spreader $41.79 7A 4V 8Y View Douglas Laborers Clean-up Laborer $41.09 7A 4V 8Y View Douglas Laborers Concrete Dumper/Chute Operator $41.79 7A 4V 8Y View Douglas Laborers Concrete Form Stripper $41.09 7A 4V 8Y View Douglas Laborers Concrete Placement Crew $41.79 7A 4V 8Y View Douglas Laborers Concrete Saw Operator/Core Driller $41.79 7A 4V 8Y View Douglas Laborers Crusher Feeder $38.59 7A 4V 8Y View Douglas Laborers Curing Laborer $41.09 7A 4V 8Y View Douglas Laborers Demolition: Wrecking & Moving (Incl. Charred Material) $41.09 7A 4V 8Y View Douglas Laborers Ditch Digger $41.09 7A 4V 8Y View Douglas Laborers Diver $42.30 7A 4V 8Y View Douglas Laborers Drill Operator (Hydraulic, Diamond)$41.79 7A 4V 8Y View Douglas Laborers Dry Stack Walls $41.09 7A 4V 8Y View Douglas Laborers Dump Person $41.09 7A 4V 8Y View Douglas Laborers Epoxy Technician $41.09 7A 4V 8Y View Douglas Laborers Faller & Bucker Chain Saw $41.79 7A 4V 8Y View Douglas Laborers Fine Graders $41.09 7A 4V 8Y View Douglas Laborers Firewatch $38.59 7A 4V 8Y View Douglas Laborers Form Setter $41.09 7A 4V 8Y View Douglas Laborers Gabian Basket Building $41.09 7A 4V 8Y View Douglas Laborers Gaurdrail Erector $41.09 7A 4V 8Y View Douglas Laborers General Laborer $41.09 7A 4V 8Y View Douglas Laborers Grade Checker & Transit Person $42.30 7A 4V 8Y View Douglas Laborers Grinders $41.09 7A 4V 8Y View Douglas Laborers Grout Machine Tender $41.09 7A 4V 8Y View Douglas Laborers Groutmen (Pressure) Including Post Tension Beams $41.79 7A 4V 8Y View Douglas Laborers Hazardous Waste Worker (Level A)$42.30 7A 4V 8Y View Douglas Laborers Hazardous Waste Worker (Level B)$41.79 7A 4V 8Y View Douglas Laborers Hazardous Waste Worker (Level C)$41.09 7A 4V 8Y View Douglas Laborers High Scaler $42.30 7A 4V 8Y View Douglas Laborers Jackhammer $41.79 7A 4V 8Y View Douglas Laborers Laserbeam Operator $41.79 7A 4V 8Y View Douglas Laborers Maintenance Person $41.09 7A 4V 8Y View Douglas Laborers Manhole Builder-Mudman $41.79 7A 4V 8Y View Douglas Laborers Material Yard Person $41.09 7A 4V 8Y View Douglas Laborers Motorman-Dinky Locomotive $41.79 7A 4V 8Y View Douglas Laborers Nozzleman (Concrete Pump, Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Blaster, Vacuum Blaster) $41.79 7A 4V 8Y View Douglas Laborers Pavement Breaker $41.79 7A 4V 8Y View Douglas Laborers Pilot Car $38.59 7A 4V 8Y View Douglas Laborers Pipe Later Lead $42.30 7A 4V 8Y View Douglas Laborers Pipe Layer/Tailor $41.79 7A 4V 8Y View Douglas Laborers Pipe Pot Tender $41.79 7A 4V 8Y View Douglas Laborers Pipe Reliner $41.79 7A 4V 8Y View Douglas Laborers Pipe Wrapper $41.79 7A 4V 8Y View Douglas Laborers Pot Tender $41.09 7A 4V 8Y View Douglas Laborers Powderman $42.30 7A 4V 8Y View Douglas Laborers Powderman's Helper $41.09 7A 4V 8Y View Douglas Laborers Power Jacks $41.79 7A 4V 8Y View Douglas Laborers Railroad Spike Puller - Power $41.79 7A 4V 8Y View Douglas Laborers Raker - Asphalt $42.30 7A 4V 8Y View Douglas Laborers Re-timberman $42.30 7A 4V 8Y View Douglas Laborers Remote Equipment Operator $41.79 7A 4V 8Y View Douglas Laborers Rigger/Signal Person $41.79 7A 4V 8Y View Douglas Laborers Rip Rap Person $41.09 7A 4V 8Y View Douglas Laborers Rivet Buster $41.79 7A 4V 8Y View Douglas Laborers Rodder $41.79 7A 4V 8Y View Douglas Laborers Scaffold Erector $41.09 7A 4V 8Y View Douglas Laborers Scale Person $41.09 7A 4V 8Y View Douglas Laborers Sloper (Over 20")$41.79 7A 4V 8Y View Douglas Laborers Sloper Sprayer $41.09 7A 4V 8Y View Douglas Laborers Spreader (Concrete)$41.79 7A 4V 8Y View Douglas Laborers Stake Hopper $41.09 7A 4V 8Y View Douglas Laborers Stock Piler $41.09 7A 4V 8Y View Douglas Laborers Tamper & Similar Electric, Air & Gas Operated Tools $41.79 7A 4V 8Y View Douglas Laborers Tamper (Multiple & Self-propelled)$41.79 7A 4V 8Y View Douglas Laborers Timber Person - Sewer (Lagger, Shorer & Cribber) $41.79 7A 4V 8Y View Douglas Laborers Toolroom Person (at Jobsite)$41.09 7A 4V 8Y View Douglas Laborers Topper $41.09 7A 4V 8Y View Douglas Laborers Track Laborer $41.09 7A 4V 8Y View Douglas Laborers Track Liner (Power)$41.79 7A 4V 8Y View Douglas Laborers Traffic Control Laborer $40.90 7A 4V 9C View Douglas Laborers Traffic Control Supervisor $40.90 7A 4V 9C View Douglas Laborers Truck Spotter $41.09 7A 4V 8Y View Douglas Laborers Tugger Operator $41.79 7A 4V 8Y View Douglas Laborers Tunnel Work-Guage and Lock Tender $42.40 7A 4V 8Y View Douglas Laborers Tunnel Work-Guage and Lock Tender $42.40 7A 4V 8Y View Douglas Laborers Vibrator $41.79 7A 4V 8Y View Douglas Laborers Vinyl Seamer $41.09 7A 4V 8Y View Douglas Laborers Watchmen $35.20 7A 4V 8Y View Douglas Laborers Welder $41.79 7A 4V 8Y View Douglas Laborers Well Point Laborer $41.79 7A 4V 8Y View Douglas Laborers Window Washer/Cleaner $35.20 7A 4V 8Y View Douglas Laborers - Underground Sewer & Water General Laborer & Topman $41.09 7A 4V 8Y View Douglas Laborers - Underground Sewer & Water Pipe Layer $41.79 7A 4V 8Y View Douglas Landscape Construction Landscape Construction/landscaping Or Planting Laborers $35.20 7A 4V 8Y View Douglas Landscape Construction Landscape Operator $66.05 7A 3K 8X View Douglas Landscape Maintenance Groundskeeper $12.00 1 View Douglas Lathers Journey Level $62.44 5D 1H View Douglas Marble Setters Journey Level $50.44 5A 1M View Douglas Metal Fabrication (In Shop)Fitter $12.76 1 View Douglas Metal Fabrication (In Shop)Laborer $12.00 1 View Douglas Metal Fabrication (In Shop)Machine Operator $12.66 1 View Douglas Metal Fabrication (In Shop)Painter $12.00 1 View Douglas Metal Fabrication (In Shop)Welder $12.76 1 View Douglas Millwright Journey Level $66.38 7E 4X 8N View Douglas Modular Buildings Journey Level $14.11 1 View Douglas Painters Journey Level $36.87 6Z 1W View Douglas Pile Driver Journey Level $62.69 7A 4C View Douglas Plasterers Journey Level $42.88 7K 1N View Douglas Playground & Park Equipment Installers Journey Level $12.00 1 View Douglas Plumbers & Pipefitters Journey Level $82.94 6Z 1Q View Douglas Power Equipment Operators Asphalt Plant Operators $67.16 7A 3K 8X View Douglas Power Equipment Operators Assistant Engineer $63.17 7A 3K 8X View Douglas Power Equipment Operators Barrier Machine (zipper)$66.57 7A 3K 8X View Douglas Power Equipment Operators Batch Plant Operator: concrete $66.57 7A 3K 8X View Douglas Power Equipment Operators Bobcat $63.17 7A 3K 8X View Douglas Power Equipment Operators Brokk - Remote Demolition Equipment $63.17 7A 3K 8X View Douglas Power Equipment Operators Brooms $63.17 7A 3K 8X View Douglas Power Equipment Operators Bump Cutter $66.57 7A 3K 8X View Douglas Power Equipment Operators Cableways $67.16 7A 3K 8X View Douglas Power Equipment Operators Chipper $66.57 7A 3K 8X View Douglas Power Equipment Operators Compressor $63.17 7A 3K 8X View Douglas Power Equipment Operators Concrete Finish Machine - Laser Screed $63.17 7A 3K 8X View Douglas Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $66.05 7A 3K 8X View Douglas Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $67.16 7A 3K 8X View Douglas Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $66.57 7A 3K 8X View Douglas Power Equipment Operators Conveyors $66.05 7A 3K 8X View Douglas Power Equipment Operators Cranes friction: 200 tons and over $69.20 7A 3K 8X View Douglas Power Equipment Operators Cranes: 100 tons through 199 tons, or 150’ of boom (including jib with attachments) $67.84 7A 3K 8X View Douglas Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $66.57 7A 3K 8X View Douglas Power Equipment Operators Cranes: 200 tons- 299 tons, or 250’ of boom including jib with attachments $68.53 7A 3K 8X View Douglas Power Equipment Operators Cranes: 300 tons and over or 300’ of boom including jib with attachments $69.20 7A 3K 8X View Douglas Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under $67.16 7A 3K 8X View 150' Of Boom (including Jib With Attachments) Douglas Power Equipment Operators Cranes: A-frame - 10 Tons And Under $63.17 7A 3K 8X View Douglas Power Equipment Operators Cranes: Friction cranes through 199 tons $68.53 7A 3K 8X View Douglas Power Equipment Operators Cranes: through 19 tons with attachments, A-frame over 10 tons $66.05 7A 3K 8X View Douglas Power Equipment Operators Crusher $66.57 7A 3K 8X View Douglas Power Equipment Operators Deck Engineer/Deck Winches (power)$66.57 7A 3K 8X View Douglas Power Equipment Operators Derricks, On Building Work $67.16 7A 3K 8X View Douglas Power Equipment Operators Dozers D-9 & Under $66.05 7A 3K 8X View Douglas Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $66.05 7A 3K 8X View Douglas Power Equipment Operators Drilling Machine $67.84 7A 3K 8X View Douglas Power Equipment Operators Elevator And Man-lift: Permanent And Shaft Type $63.17 7A 3K 8X View Douglas Power Equipment Operators Finishing Machine, Bidwell And Gamaco & Similar Equipment $66.57 7A 3K 8X View Douglas Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $66.05 7A 3K 8X View Douglas Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $63.17 7A 3K 8X View Douglas Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $66.57 7A 3K 8X View Douglas Power Equipment Operators Gradechecker/Stakeman $63.17 7A 3K 8X View Douglas Power Equipment Operators Guardrail Punch $66.57 7A 3K 8X View Douglas Power Equipment Operators Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $67.16 7A 3K 8X View Douglas Power Equipment Operators Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $66.57 7A 3K 8X View Douglas Power Equipment Operators Horizontal/Directional Drill Locator $66.05 7A 3K 8X View Douglas Power Equipment Operators Horizontal/Directional Drill Operator $66.57 7A 3K 8X View Douglas Power Equipment Operators Hydralifts/Boom Trucks Over 10 Tons $66.05 7A 3K 8X View Douglas Power Equipment Operators Hydralifts/Boom Trucks, 10 Tons And Under $63.17 7A 3K 8X View Douglas Power Equipment Operators Loader, Overhead 8 Yards. & Over $67.84 7A 3K 8X View Douglas Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $67.16 7A 3K 8X View Douglas Power Equipment Operators Loaders, Overhead Under 6 Yards $66.57 7A 3K 8X View Douglas Power Equipment Operators Loaders, Plant Feed $66.57 7A 3K 8X View Douglas Power Equipment Operators Loaders: Elevating Type Belt $66.05 7A 3K 8X View Douglas Power Equipment Operators Locomotives, All $66.57 7A 3K 8X View Douglas Power Equipment Operators Material Transfer Device $66.57 7A 3K 8X View Douglas Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $67.84 7A 3K 8X View Douglas Power Equipment Operators Motor Patrol Graders $67.16 7A 3K 8X View Douglas Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $67.16 7A 3K 8X View Douglas Power Equipment Operators Oil Distributors, Blower Distribution & Mulch Seeding Operator $63.17 7A 3K 8X View Douglas Power Equipment Operators Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato $66.05 7A 3K 8X View Douglas Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $66.57 7A 3K 8X View Douglas Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $67.84 7A 3K 8X View Douglas Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $67.16 7A 3K 8X View Douglas Power Equipment Operators Pavement Breaker $63.17 7A 3K 8X View Douglas Power Equipment Operators Pile Driver (other Than Crane Mount)$66.57 7A 3K 8X View Douglas Power Equipment Operators Plant Oiler - Asphalt, Crusher $66.05 7A 3K 8X View Douglas Power Equipment Operators Posthole Digger, Mechanical $63.17 7A 3K 8X View Douglas Power Equipment Operators Power Plant $63.17 7A 3K 8X View Douglas Power Equipment Operators Pumps - Water $63.17 7A 3K 8X View Douglas Power Equipment Operators Quad 9, Hd 41, D10 And Over $67.16 7A 3K 8X View Douglas Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $63.17 7A 3K 8X View Douglas Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $67.16 7A 3K 8X View Douglas Power Equipment Operators Rigger and Bellman $63.17 7A 3K 8X View Douglas Power Equipment Operators Rigger/Signal Person, Bellman (Certified)$66.05 7A 3K 8X View Douglas Power Equipment Operators Rollagon $67.16 7A 3K 8X View Douglas Power Equipment Operators Roller, Other Than Plant Mix $63.17 7A 3K 8X View Douglas Power Equipment Operators Roller, Plant Mix Or Multi-lift Materials $66.05 7A 3K 8X View Douglas Power Equipment Operators Roto-mill, Roto-grinder $66.57 7A 3K 8X View Douglas Power Equipment Operators Saws - Concrete $66.05 7A 3K 8X View Douglas Power Equipment Operators Scraper, Self Propelled Under 45 Yards $66.57 7A 3K 8X View Douglas Power Equipment Operators Scrapers - Concrete & Carry All $66.05 7A 3K 8X View Douglas Power Equipment Operators Scrapers, Self-propelled: 45 Yards And Over $67.16 7A 3K 8X View Douglas Power Equipment Operators Service Engineers - Equipment $66.05 7A 3K 8X View Douglas Power Equipment Operators Shotcrete/Gunite Equipment $63.17 7A 3K 8X View Douglas Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons $66.05 7A 3K 8X View Douglas Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $67.16 7A 3K 8X View Douglas Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $66.57 7A 3K 8X View Douglas Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $67.84 7A 3K 8X View Douglas Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $68.53 7A 3K 8X View Douglas Power Equipment Operators Slipform Pavers $67.16 7A 3K 8X View Douglas Power Equipment Operators Spreader, Topsider & Screedman $67.16 7A 3K 8X View Douglas Power Equipment Operators Subgrader Trimmer $66.57 7A 3K 8X View Douglas Power Equipment Operators Tower Bucket Elevators $66.05 7A 3K 8X View Douglas Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $67.84 7A 3K 8X View Douglas Power Equipment Operators Tower Crane: over 175’ through 250’ in height, base to boom $68.53 7A 3K 8X View Douglas Power Equipment Operators Tower Cranes: over 250’ in height from base to boom $69.20 7A 3K 8X View Douglas Power Equipment Operators Transporters, All Track Or Truck Type $67.16 7A 3K 8X View Douglas Power Equipment Operators Trenching Machines $66.05 7A 3K 8X View Douglas Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $66.57 7A 3K 8X View Douglas Power Equipment Operators Truck Crane Oiler/Driver Under 100 Tons $66.05 7A 3K 8X View Douglas Power Equipment Operators Truck Mount Portable Conveyor $66.57 7A 3K 8X View Douglas Power Equipment Operators Welder $67.16 7A 3K 8X View Douglas Power Equipment Operators Wheel Tractors, Farmall Type $63.17 7A 3K 8X View Douglas Power Equipment Operators Yo Yo Pay Dozer $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Asphalt Plant Operators $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Assistant Engineer $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Barrier Machine (zipper)$66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Batch Plant Operator, Concrete $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Bobcat $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Brokk - Remote Demolition Equipment $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Brooms $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Bump Cutter $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cableways $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Chipper $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Compressor $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Concrete Finish Machine - Laser Screed $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Concrete Pump: Truck Mount With Boom $67.16 7A 3K 8X View Sewer & Water Attachment Over 42 M Douglas Power Equipment Operators- Underground Sewer & Water Concrete Pump: Truck Mount With Boom Attachment Up To 42m $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Conveyors $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes friction: 200 tons and over $69.20 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes: 100 tons through 199 tons, or 150’ of boom (including jib with attachments) $67.84 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes: 20 Tons Through 44 Tons With Attachments $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes: 200 tons- 299 tons, or 250’ of boom including jib with attachments $68.53 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes: 300 tons and over or 300’ of boom including jib with attachments $69.20 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes: A-frame - 10 Tons And Under $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes: Friction cranes through 199 tons $68.53 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Cranes: through 19 tons with attachments, A-frame over 10 tons $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Crusher $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Deck Engineer/Deck Winches (power)$66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Derricks, On Building Work $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Dozers D-9 & Under $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Drill Oilers: Auger Type, Truck Or Crane Mount $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Drilling Machine $67.84 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Elevator And Man-lift: Permanent And Shaft Type $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Finishing Machine, Bidwell And Gamaco & Similar Equipment $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Forklift: 3000 Lbs And Over With Attachments $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Forklifts: Under 3000 Lbs. With Attachments $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Grade Engineer: Using Blue Prints, Cut Sheets, Etc $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Gradechecker/Stakeman $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Guardrail Punch $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. & Over $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Hard Tail End Dump Articulating Off-road Equipment Under 45 Yards $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Locator $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Horizontal/Directional Drill Operator $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Hydralifts/Boom Trucks Over 10 Tons $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Hydralifts/Boom Trucks, 10 Tons And Under $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Loader, Overhead 8 Yards. & Over $67.84 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Loader, Overhead, 6 Yards. But Not Including 8 Yards $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Loaders, Overhead Under 6 Yards $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Loaders, Plant Feed $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Loaders: Elevating Type Belt $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Locomotives, All $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Material Transfer Device $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $67.84 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Motor Patrol Graders $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Oil Distributors, Blower Distribution & Mulch Seeding Operator $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Outside Hoists (Elevators And Manlifts), Air Tuggers, Strato $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 100 Tons And Over $67.84 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Overhead, Bridge Type: 45 Tons Through 99 Tons $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Pavement Breaker $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Pile Driver (other Than Crane Mount)$66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Plant Oiler - Asphalt, Crusher $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Posthole Digger, Mechanical $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Power Plant $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Pumps - Water $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Quad 9, Hd 41, D10 And Over $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Remote Control Operator On Rubber Tired Earth Moving Equipment $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Rigger and Bellman $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Rigger/Signal Person, Bellman (Certified)$66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Rollagon $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Roller, Other Than Plant Mix $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Roller, Plant Mix Or Multi-lift Materials $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Roto-mill, Roto-grinder $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Saws - Concrete $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Scraper, Self Propelled Under 45 Yards $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Scrapers - Concrete & Carry All $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Scrapers, Self-propelled: 45 Yards And Over $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Service Engineers - Equipment $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Shotcrete/Gunite Equipment $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $67.84 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Shovel, Excavator, Backhoes: Over 90 Metric Tons $68.53 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Slipform Pavers $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Spreader, Topsider & Screedman $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Subgrader Trimmer $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Tower Bucket Elevators $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Tower Crane Up To 175' In Height Base To Boom $67.84 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Tower Crane: over 175’ through 250’ in height, base to boom $68.53 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Tower Cranes: over 250’ in height from base to boom $69.20 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Transporters, All Track Or Truck Type $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Trenching Machines $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/driver - 100 Tons And Over $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Truck Crane Oiler/Driver Under 100 Tons $66.05 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Truck Mount Portable Conveyor $66.57 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Welder $67.16 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Wheel Tractors, Farmall Type $63.17 7A 3K 8X View Douglas Power Equipment Operators- Underground Sewer & Water Yo Yo Pay Dozer $66.57 7A 3K 8X View Douglas Power Line Clearance Tree Trimmers Journey Level In Charge $50.96 5A 4A View Douglas Power Line Clearance Tree Trimmers Spray Person $48.35 5A 4A View Douglas Power Line Clearance Tree Trimmers Tree Equipment Operator $50.96 5A 4A View Douglas Power Line Clearance Tree Trimmers Tree Trimmer $45.54 5A 4A View Douglas Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $34.51 5A 4A View Douglas Refrigeration & Air Conditioning Mechanics Journey Level $82.94 6Z 1Q View Douglas Residential Brick Mason Journey Level $34.97 1 View Douglas Residential Carpenters Journey Level $23.10 1 View Douglas Residential Cement Masons Journey Level $20.67 1 View Douglas Residential Drywall Applicators Journey Level $24.77 1 View Douglas Residential Drywall Tapers Journey Level $13.64 1 View Douglas Residential Electricians Journey Level $38.58 7F 1D View Douglas Residential Glaziers Journey Level $16.50 1 View Douglas Residential Insulation Applicators Journey Level $14.86 1 View Douglas Residential Laborers Journey Level $20.46 1 View Douglas Residential Marble Setters Journey Level $34.97 1 View Douglas Residential Painters Journey Level $14.86 1 View Douglas Residential Plumbers & Pipefitters Journey Level $21.92 1 View Douglas Residential Refrigeration & Air Conditioning Mechanics Journey Level $17.25 1 View Douglas Residential Sheet Metal Workers Journey Level (Field or Shop)$56.61 5I 1B View Douglas Residential Soft Floor Layers Journey Level $20.40 1 View Douglas Residential Sprinkler Fitters (Fire Protection) Journey Level $16.15 1 View Douglas Residential Stone Masons Journey Level $34.97 1 View Douglas Residential Terrazzo Workers Journey Level $14.86 1 View Douglas Residential Terrazzo/Tile Finishers Journey Level $22.48 1 View Douglas Residential Tile Setters Journey Level $14.86 1 View Douglas Roofers Journey Level $41.09 5I 1R View Douglas Roofers Using Irritable Bituminous Materials $43.09 5I 1R View Douglas Sheet Metal Workers Journey Level (Field or Shop)$56.61 6Z 1B View Douglas Sign Makers & Installers (Electrical)Journey Level $75.25 7F 1E View Douglas Sign Makers & Installers (Non-Electrical)Journey Level $16.14 1 View Douglas Soft Floor Layers Journey Level $15.79 1 View Douglas Solar Controls For Windows Journey Level $12.00 1 View Douglas Sprinkler Fitters (Fire Protection)Journey Level $56.82 7J 1R View Douglas Stage Rigging Mechanics (Non Structural)Journey Level $13.23 1 View Douglas Stone Masons Journey Level $50.44 5A 1M View Douglas Street And Parking Lot Sweeper Workers Journey Level $14.00 1 View Douglas Surveyors Assistant Construction Site Surveyor $62.71 7A 3K 8X View Douglas Surveyors Assistant Construction Site Surveyor $62.71 7A 3K 8X View Douglas Surveyors Chainman $58.93 7A 3C 8P View Douglas Surveyors Construction Site Surveyor $63.76 7A 3K 8X View Douglas Telecommunication Technicians Telecom Technician Journey Level $43.70 5B 1B View Douglas Telephone Line Construction - Outside Cable Splicer $41.81 5A 2B View Douglas Telephone Line Construction - Outside Hole Digger/Ground Person $23.53 5A 2B View Douglas Telephone Line Construction - Outside Installer (Repairer)$40.09 5A 2B View Douglas Telephone Line Construction - Outside Special Aparatus Installer I $41.81 5A 2B View Douglas Telephone Line Construction - Outside Special Apparatus Installer II $40.99 5A 2B View Douglas Telephone Line Construction - Outside Telephone Equipment Operator (Heavy)$41.81 5A 2B View Douglas Telephone Line Construction - Outside Telephone Equipment Operator (Light)$38.92 5A 2B View Douglas Telephone Line Construction - Outside Telephone Lineperson $38.92 5A 2B View Douglas Telephone Line Construction - Outside Television Groundperson $22.32 5A 2B View Douglas Telephone Line Construction - Outside Television Lineperson/Installer $29.60 5A 2B View Douglas Telephone Line Construction - Outside Television System Technician $35.20 5A 2B View Douglas Telephone Line Construction - Outside Television Technician $31.67 5A 2B View Douglas Telephone Line Construction - Outside Tree Trimmer $38.92 5A 2B View Douglas Terrazzo Workers Journey Level $43.61 5A 1M View Douglas Tile Setters Journey Level $43.61 5A 1M View Douglas Tile, Marble & Terrazzo Finishers Journey Level $35.73 5A 1M View Douglas Traffic Control Stripers Journey Level $47.68 7A 1K View Douglas Truck Drivers Asphalt Mix Over 20 Yards $46.16 5D 1V 8M View Douglas Truck Drivers Asphalt Mix To 20 Yards $45.79 5D 1V 8M View Douglas Truck Drivers Dump Truck $45.79 5D 1V 8M View Douglas Truck Drivers Dump Truck & Trailer $46.16 5D 1V 8M View Douglas Truck Drivers Other Trucks $46.29 5D 1V 8M View Douglas Truck Drivers - Ready Mix Transit Mixers 3 yards to include 6 yards $45.35 5D 1V 8M View Douglas Truck Drivers - Ready Mix Transit Mixers over 10 yards to include 20 yards $46.16 5D 1V 8M View Douglas Truck Drivers - Ready Mix Transit Mixers over 20 yards $46.49 5D 1V 8M View Douglas Truck Drivers - Ready Mix Transit Mixers over 6 yards to include 10 yards $45.79 5D 1V 8M View Douglas Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $12.00 1 View Douglas Well Drillers & Irrigation Pump Installers Oiler $12.00 1 View Douglas Well Drillers & Irrigation Pump Installers Well Driller $18.00 1 View APPENDICES APPROVED FOR PUBLICATION DATESTATE DESIGN ENGINEER Washington State Department of Transportation STANDARD PLAN A-10.10-00 SHEET 1 OF 2 SHEETS SURVEY STAKES FRONT BACK L ALIGNMENT STAKE SLOPE STAKE FRONT BACK FRONT BACK FRONT BACKL 23+45 PC40 C&G2A 101+52L 27///C 2 25 4:1 BKDL 68+20L 2210 //7F1 C2 25 4:1 BKD//L 68+20ST 97 /6C2 2725///C 2 23 3:1 68+20L L 0 D/L 0 50:1 16///012L98LINE DESIGNATION LINE STATIONING HUNDRED FOOT INCREMENTS CONTROL POINT STAKE EVERY 100 FEET ON TANGENTS, EVERY 25 FEET ON CURVES STAKE AT EACH FULL STATION, 100 FEET ON TANGENTS, EVERY 25 FEET ON CURVES. NO HUB NECESSARY. DISTANCE FROM C (40.2 FEET) LINE DESIGNATION LINE STATIONING HUNDRED FOOT INCREMENTS CUT TO BACK OF DITCH (2.2 FEET) SIDE SLOPE RATIO (4H:1V) BACK OF DITCH LINE DESIGNATION LINE STATIONING HUNDRED FOOT INCREMENTS DAYLIGHT CATCH (CUT 0.0 FEET) FILL (0.1 FEET) SIDE SLOPE TO A 2% ROADWAY SLOPE (50H:1V) SIDE SLOPE RATIO (3H:1V) HUNDRED FOOT INCREMENTS LINE STATIONING OFFSET FROM SLOPE STAKE CATCH (7 FEET) LINE DESIGNATION LINE STATIONING HUNDRED FOOT INCREMENTS OFFSET FROM SLOPE STAKE CATCH (10 FEET) CUT AT CATCH POINT (BACK OF DITCH) DISTANCE FROM C TO CATCH POINT SIDE SLOPE RATIO (4H:1V) BACK OF DITCH DISTANCE FROM C TO CATCH (BACK OF DITCH) (25.7 FEET) DISTANCE FROM C (16.2 FEET) CUT AT CATCH POINT (2.2 FEET) DISTANCE FROM C TO CATCH (BACK OF DITCH) (23.5 FEET) CUT AT ST STAKE (2.9 FEET) DISTANCE FROM C (27.6 FEET) FILL AT RP STAKE (1.2 FEET) DAYLIGHT (D/L) STAKE SLOPE TREATMENT (ST) STAKE FOR CUT SECTIONSDRAWN BY: ADAM COCHRANCLEARING/GRUBBING (C&G) LATH LATH FOR SLOPE REFERENCES STA TEOFWASHINGT O NR EGISTERED PROFESSI O NAL LAND SURVEYORYLLIBR.M U MM A 24787 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.08-07-07Pasco Bakotich III SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION DATESTATE DESIGN ENGINEER Washington State Department of Transportation STANDARD PLAN A-10.10-00 SURVEY STAKES FRONT BACK FRONT BACK L L 3573///3F 0 SG F0 FG 14 2:187/F 3 2:1 F 2 4:1 28/25////60DC 0 2 4:1 435KB 4-15 1+4710 F 1 TOP FNDN/761STAKE FOR CURB/GUTTER FRONT BACK FRONT BACK 10 C 1 FLKB 6-3 0+323 B 468+50290F 0 BKCFILL TO SUBGRADE (0.35 FEET) FILL TO FINISH GRADE (CURB ELEVATION) (0.73 FEET) DISTANCE FROM C (14.3 FEET) SLOPE RATIO (2H:1V) SLOPE RATIO (2H:1V) FILL TO SUBGRADE SHOULDER (2.25 FEET) SLOPE RATIO (4H:1V) DITCH CUT TO BOTTOM OF DITCH (0.60 FEET) SIDE SLOPE RATIO (4H:1V) STRUCTURE NOTE REFERENCE PLAN SHEET NUMBER (4) STRUCTURE NOTE NUMBER (15) DITCH SECTION ALIGNMENT STATIONING OFFSET TO CENTER OF BASE (10 FEET)LUMINAIRE NUMBER (23) HUNDRED FOOT INCREMENTS LINE DESIGNATION AND STATIONING LINE DESIGNATION LINE STATIONING HUNDRED FOOT INCREMENTS OFFSET (3 FEET) FILL TO TOP AND BACK EDGE OF CURB (0.90 FEET) PLAN SHEET NUMBER (6) STRUCTURE NOTE NUMBER (3) DRAINAGE ALIGNMENT STATIONING 25’ INCREMENTS OFFSET (10 FEET) CUT TO FLOW LINE (1.26 FEET)26FILL TO TOP OF CONCRETE BASE (1.1 FEET TO TOP OF FOUNDATION) DISTANCE FROM CATCH POINT TO BOTTOM OF DITCH (2.4 FEET) FILL FROM CATCH POINT TO BEGINNING OF SECOND SLOPE (3.8 FEET) DISTANCE FROM C TO CATCH POINT (28.7 FEET)DRAWN BY: ADAM COCHRANSTAKE FOR DRAINAGE STAKE FOR FOUNDATION OF LUMINAIRES, SIGNALS OR SIGN STRUCTURES STAKE FOR DITCH CONSTRUCTION COMPOUND SLOPE LATH SLOPE LATH FOR CURB SECTION #LUM 23 CE 1+04STRUCTURE NOTE REFERENCE STA TEOFWASHINGT O NR EGISTERED PROFESSI O NAL LAND SURVEYORYLLIBR.M U MM A 24787 NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.Pasco Bakotich III 08-07-07 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation A (TYP.) SEE NOTE 2 1. NOTES 2. 3. 4. 5. 6. 7" CLEARANCE 0 TO 1" 3" COMBINATION INLET 20 1/4"24 1/4"29" MIN.29" MIN.` ` CATCH BASIN TYPE 1 CATCH BASIN TYPE 1L1 1/2" MIN.HOOD TOP OF GRATE LEVEL 6 1 1" MIN. ~~ 5 1/2" FRAME 1" MIN. (TYP.) SEE NOTE 4 ATTACHING HOOD (TYP.) HOLE OR SLOT FOR SEE NOTE 3 SECTION HOOD TO TOP OF CURB (TYP.) MATCH TOP OF HOOD CURB OR CURB AND GUTTER SAFETY BAR / DEBRIS GUARD FRAMEDRAWN BY: FERN LIDDELL(TYP.)(TYP.) CURB FACE OF FRAME DETAIL DETAIL SECTION OPENING HEIGHT APPROX. 1/2 OF A FRAME, HOOD, AND VANED GRATE ISOMETRIC VIEWTOP VIEW COMBINATION INLET 1" R.34"30" SEE NOTE 1 CATCH BASIN ~ SEE NOTE 1 GRATE ~ SHOWN CATCH BASIN TYPE 1 STANDARD PLAN B-25.20-02 20" (IN) × 24" (IN) VANED GRATE 4" (IN) MIN. OPENING HEIGHT1/2" (IN) MIN. ROD (SEE NOTE 2) 5/8" (IN) MINIMUM DIAMETER STEEL SAFETY BAR / DEBRIS GUARD 40" (IN) (WIDE SIDE) 34" (IN) (WIDE SIDE) this drawing. is not intended to show the specific details necessary to fabricate the castings depicted in This plan is intended to show the installation details of a manufactured product. This plan requirements. for additionalStandard Specification Section 9-05.15(2)for grate details. Refer to Standard Plans B-30.30 and B-30.40 Only ductile iron Vaned Grates shall be used. See Standard Plan B-30.10., BOLT-DOWN DETAILdown holes varies by manufacturer. See allen head cap screw by being tapped, or other approved mechanism. Location of bolt- cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC × 2" (in) in the Contract. Provide two holes in the frame that are vertically aligned with the grate or Bolt-down capability is required on all frames, grates and covers, unless specified otherwise washers. The washers shall have diameters adequate to ensure full bearing across the slots. Attach the hood to the frame with two 3/4" (in) × 2" (in) hex head bolts, nuts, and oversize may be cast with a pattern. guard rod to the hood may vary. The hood may include casting lugs. The top of the hood mounted inside or outside of the frame. The methods for fastening the safety bar / debris The Frame may have cast features intended to support a debris guard. Hood units may be The dimensions of the frame and hood may vary slightly among different manufacturers. Section A.basin. See precast catch basin, please note that the CL of the grate is not the CL of the precast catch side is parallel to the curb line. When calculating offsets from curb to centerline (CL) of the This inlet requires the precast catch basin unit to be rotated 90 degrees so that the narrow STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEERNA M L IEH EILUJ 41819 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation A (TYP.) SEE NOTE 2 1. NOTES 2. 3. 4. 5. 6. 7" CLEARANCE 0 TO 1" 3" COMBINATION INLET 20 1/4"24 1/4"29" MIN.29" MIN.` ` CATCH BASIN TYPE 1 CATCH BASIN TYPE 1L1 1/2" MIN.HOOD TOP OF GRATE LEVEL 6 1 1" MIN. ~~ 5 1/2" FRAME 1" MIN. (TYP.) SEE NOTE 4 ATTACHING HOOD (TYP.) HOLE OR SLOT FOR SEE NOTE 3 SECTION HOOD TO TOP OF CURB (TYP.) MATCH TOP OF HOOD CURB OR CURB AND GUTTER SAFETY BAR / DEBRIS GUARD FRAMEDRAWN BY: FERN LIDDELL(TYP.)(TYP.) CURB FACE OF FRAME DETAIL DETAIL SECTION OPENING HEIGHT APPROX. 1/2 OF A FRAME, HOOD, AND VANED GRATE COMBINATION INLET 1" R.34"30" SEE NOTE 1 CATCH BASIN ~ SEE NOTE 1 GRATE ~ SHOWN CATCH BASIN TYPE 1 STANDARD PLAN B-25.20-02 20" (IN) × 24" (IN) VANED GRATE 4" (IN) MIN. OPENING HEIGHT1/2" (IN) MIN. ROD (SEE NOTE 2) 5/8" (IN) MINIMUM DIAMETER STEEL SAFETY BAR / DEBRIS GUARD 40" (IN) (WIDE SIDE) 34" (IN) (WIDE SIDE) this drawing. is not intended to show the specific details necessary to fabricate the castings depicted in This plan is intended to show the installation details of a manufactured product. This plan requirements. for additionalStandard Specification Section 9-05.15(2)for grate details. Refer to Standard Plans B-30.30 and B-30.40 Only ductile iron Vaned Grates shall be used. See Standard Plan B-30.10., BOLT-DOWN DETAILdown holes varies by manufacturer. See allen head cap screw by being tapped, or other approved mechanism. Location of bolt- cover slots. The frame shall accept the 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC × 2" (in) in the Contract. Provide two holes in the frame that are vertically aligned with the grate or Bolt-down capability is required on all frames, grates and covers, unless specified otherwise washers. The washers shall have diameters adequate to ensure full bearing across the slots. Attach the hood to the frame with two 3/4" (in) × 2" (in) hex head bolts, nuts, and oversize may be cast with a pattern. guard rod to the hood may vary. The hood may include casting lugs. The top of the hood mounted inside or outside of the frame. The methods for fastening the safety bar / debris The Frame may have cast features intended to support a debris guard. Hood units may be The dimensions of the frame and hood may vary slightly among different manufacturers. Section A.basin. See precast catch basin, please note that the CL of the grate is not the CL of the precast catch side is parallel to the curb line. When calculating offsets from curb to centerline (CL) of the This inlet requires the precast catch basin unit to be rotated 90 degrees so that the narrow STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEERNA M L IEH EILUJ 41819 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation CATCH BASIN TYPE 1 STANDARD PLAN B-5.20-02 PIPE ALLOWANCES ALTERNATIVE PRECAST BASE SECTIONDRAWN BY: LISA CYFORDALL METAL PIPE * STORM SEWER PIPE CORRUGATED POLYETHYLENE 12" 15" 12" 15" 15" 26" (SEE NOTE 6)22" (SEE NOTE 6)3"4"21" MIN.44"4" M IN. (TYP.) 5" 34" 24"5"30"20" (SEE NOTE 1) #3 BAR HOOP #3 BAR EACH CORNER #3 BAR EACH WAY 2", 4", 6", 12", OR 24" * 1. NOTES 2. 3. 4. 5. 6. 7. PIPE MATERIAL PLAIN CONCRETE REINFORCED OR PRECAST BASE SECTION RECTANGULAR ADJUSTMENT SECTION FRAME AND VANED GRATE INCREMENT (SPACED EQUALLY) ONE #3 BAR FOR 6" (IN) HEIGHT #3 BAR HOOP 18" (IN) MIN. #3 BAR EACH CORNER (INCHES) DIAMETER INSIDE MAXIMUM CPSSP (STD. SPEC. SECT. 9-05.20) SOLID WALL PVC (STD. SPEC. SECT. 9-05.12(1)) PROFILE WALL PVC (STD. SPEC. SECT. 9-05.12(2)) All pickup holes shall be grouted full after the basin has been placed. .Precast Base SectionThe opening shall be measured at the top of the be sloped at a rate of 1 : 24 or steeper. The Precast Base Section may have a rounded floor, and the walls may cast into the adjustment section with flange up. The frame and grate may be installed with the flange down, or integrally shall be 5' (ft). The maximum depth from the finished grade to the lowest pipe invert .Standard Specification Section 9-04.3with pipe. After the pipe is installed, fill the gap with joint mortar in accordance a 1.5" (in) minimum gap between the knockout wall and the outside of the have a wall thickness of 2" (in) minimum to 2.5" (in) maximum. Provide The knockout diameter shall not be greater than 20" (in). Knockouts shall knockouts. . Wire mesh shall not be placed in thePRECAST BASE SECTION be used with the minimum required rebar shown in the ALTERNATIVE wire mesh having a minimum area of 0.12 square inches per foot shall , fibers (placed according to the Standard Specifications), orSECTION PRECAST BASEAs acceptable alternatives to the rebar shown in the #3 BAR (TYP.)STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEERNA M L IEH EILUJ 41819 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation (REVERSIBLE) RECTANGULAR FRAME 29 1/4"25 1/4"24 1/4" A A SECTION TOP B FLANGE UPWARD SHOWING THE VARIATIONS ISOMETRIC VIEW STANDARD PLAN B-30.90 ADJUSTMENT SECTION DETAILS FOR ADJUSTMENT SECTION ~ SEE FRAME CAST INTO PRECAST4 1/2"1 5/8"3/4"2 1/2"1 5/8"1 1/4"3/4" 7/8"1/8" NOTES 1. 2. 3. DETAIL B 3/4" 1 1/4"5/8"1/2"GRATE FRAME GRATE BOLT-DOWN DETAILS HOLE SEE NOTE 2 SLOT NC x 2" (IN) 304 S.S. 5/8" (IN) - 11 HEAD CAP SCREW RECESSED ALLEN DRAWN BY: FERN LIDDELLDETAIL & NOTE 2) 5/8" (IN) - 11 NC (SEE BOLT-DOWN HOLE (TYP.) ~ STANDARD PLAN B-30.10-03 additional requirements. for 9-05.15(2) and Standard Specification Section 9-05.15Refer to holes varies by manufacturer. by being tapped, or other approved mechanism. Location of bolt-down 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC × 2" (in) allen head cap screw vertically aligned with the grate or cover slots. The frame shall accept the specified otherwise in the Contract. Provide 2 holes in the frame that are Bolt-down capability is required on all frames, grates, and covers, unless B-30.50.andStandard Plans B-30.20, B-30.30, B-30.40, as shown on This frame is designed to accommodate 20" (in) × 24" (in) grates or covers STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEERNA M L IEH EILUJ 41819 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of Transportation VANED GRATE BI-DIRECTIONAL RECTANGULAR STANDARD PLAN B-30.40-03DIFOUNDRY NAMEAND NOTE 1 SLOT ~ SEE DETAIL 24" 4 EQUAL SPACES 4 EQUAL SPACES 1 5/8" MAX.TOP SECTION B A A 1"3"5"5"5"5"20"5"3"5"SECTION B ISOMETRIC NOTES 1. 2. 3. BOLT-DOWN DETAILS SEE NOTE 1 3/4" 1 1/4"5/8"1/2"GRATE FRAME GRATE HOLE SLOT NC x 2" (IN) 304 S.S. 5/8" (IN) - 11 HEAD CAP SCREW RECESSED ALLEN DRAWN BY: FERN LIDDELLStandard Plan B-30.10.For frame details, see for additional requirements. 9-05.15(2)andStandard Specification Section 9-05.15, Refer to holes varies by manufacturer. by being tapped, or other approved mechanism. Location of bolt-down 304 Stainless Steel (S.S.) 5/8" (in) - 11 NC × 2" (in) allen head cap screw vertically aligned with the grate or cover slots. The frame shall accept the specified otherwise in the Contract. Provide 2 holes in the frame that are Bolt-down capability is required on all frames, grates, and covers, unless STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEERNA M L IEH EILUJ 41819 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER Washington State Department of TransportationPIPE ZONECONCRETE AND DUCTILE IRON PIPE6"6"(SEE NOTE 3) TRENCH WIDTH 15% O.D. (SEE NOTE 4) 85% O.D. THERMOPLASTIC PIPE 6"6" O.D.6"6"PIPE ZONE(SEE NOTE 1) PIPE ZONE BACKFILL PIPE ARCHES PIPE ZONE6"FOR MULTIPLE INSTALLATIONS CLEARANCE BETWEEN PIPES BARRELS BETWEEN DISTANCE MINIMUM UP TO 48" (SEE NOTE 2) PIPE ZONE BEDDING GRAVEL BACKFILL FOR (SEE NOTE 2) PIPE ZONE BEDDING GRAVEL BACKFILL FOR (SEE NOTE 2) PIPE ZONE BEDDING GRAVEL BACKFILL FOR (SEE NOTE 1) PIPE ZONE BACKFILL (SEE NOTE 3) TRENCH WIDTH (SEE NOTE 2) PIPE ZONE BEDDING GRAVEL BACKFILL FOR (SEE NOTE 1) PIPE ZONE BACKFILL PIPE ZONEFOUNDATION LEVEL FOUNDATION LEVEL FOUNDATION LEVEL FOUNDATION LEVEL (SEE NOTE 3) TRENCH WIDTH (SEE NOTE 3) TRENCH WIDTH O.D.50%O.D.50%85% RISE15% RISE6"NOTES 1. 2. 3. 4. SIZEPIPE REINFORCED POLYETHYLENE PIPE METAL AND STEEL RIB For sanitary sewer installation, concrete pipe shall be bedded to spring line. for Measurement of Trench Width. Standard Specifications Section 2-09.4See for Gravel Backfill for Pipe Zone Bedding. Standard Specifications Section 9-03.12(3)See for Pipe Zone Backfill. Standard Specifications Section 7-08.3(3)See (DIAMETER) CIRCULAR PIPEDRAWN BY: FERN LIDDELLSTANDARD PLAN B-55.20-02 AND BACKFILL PIPE ZONE BEDDING 24" LARGER 48" AND (SPAN) PIPE ARCH METAL IS LESS WHICHEVER OR 36" DIAMETER/2 STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEERNA M L IEH EILUJ 41819 ....1 ....1 w c c ::::i z 0:: w L1.. FACE OF CURB VARIES 12" TO 24" VARIES 10" TO 22" (SEE CONTRACT) FACE OF CURB 1/2" (IN) R. FACE OF CURB 1" (IN) R. /:1_ '2: \"h ~tci~~ ROADWAY Co/ I ~2" (IN) ROADWAY I> .• ~· . I>·~ :r .. , .. '~ , • 1' -:.' • • .I ~ I. 6 1/2" 1/2" (IN) R. FACE OF CURB FLUSH WITH GUTTER PAN AT CURB 0 RAMP ENTRANCE -1/2" (IN) VERTICAL LIP AT DRIVEWAY ENTRANCE DUA~FACEDCEMENTCONCRETE TRAFFIC CURB AND GUTTER CEMENT CONCRETE TRAFFIC CURB AND GUTTER DEPRESSED CURB SECTION AT CURB RAMPS AND DRIVEWAY ENTRANCES b ' ..... ~- 3/8" (IN) PREMOLDED JOINT FILLER (WHEN ADJACENT TO CEMENT CONCRETE SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB 1/2" (IN) R. VARIES FROM t . 6" (IN) TO 0" (IN) • 6" I> .____....____, CEMENT CONCRETE CURB RAMP, LANDING, OR DRIVEWAY ENTRANCE I> .• ~- 3/8" (IN) PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES NOTE 1. See Standard Plan F-30.1 0 for Curb Expansion and Contraction Joint spacing and see Standard Specification Sections 8-04 and 9-04 for additional requirements. FACE OF CURB FACE OF CURB 1" (IN) R. DUAL-FACED CEMENT CONCRETE TRAFFIC CURB ROADWAY FACE OF CURB CEMENT CONCRETE TRAFFIC CURB ROADWAY 1/2" (IN) R. I> .• "'" ~ . . . . I> .• MOUNTABLE CEMENT CONCRETE TRAFFIC CURB ROADWAY CEMENT CONCRETE CURBS STANDARD PLAN F-10.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER ..... ... Washington State Department of Transportation APPROVED FOR PUBLICATION DATESTATE DESIGN ENGINEER Washington State Department of Transportation CEMENT CONCRETE CURB AND GUTTER PAN SHEET 1 OF 1 SHEET SECTION A 1/2" R. 1/2" R.1" R.6"1" R. 1"5 1/2" 6 1/2"12"VARIES2’ - 10 1/2" 5" RECESS 1/2" SLOPE THE GUTTER PAN DOWN TO THE RECTANGULAR FRAME TOP OF ROADWAY 1/2" R. 1/2" R.1" R.6"1" R. 1"5 1/2" 6 1/2"12"BSECTION TOP OF ROADWAY 6"VARIES 1’ - 6" ~ 2’ - 10 1/2"1’ - 6"2’ - 10 1/2"3/8" PREMOLDED JOINT FILLER ~~5’ - 0 3/4" 5"5" ~~5’ - 0 3/4" ~~13’ - 0 1/4" 5’ - 0" R. 5’ - 0" R. 5’ - 0" R. 5’ - 0" R. A B GUTTER PAN CEMENT CONCRETE CURB AND GUTTER PLAN VIEW CATCH BASIN GUTTER PAN ISOMETRIC VIEWDRAWN BY: MARK SUJKA3" MATCH ROADWAY SLOPE 13" (1.08’) FACE OF CURB MATCH ROADWAY SLOPE FACE OF CURB RECTANGULAR FRAME AND GRATE ~ NOT INCLUDED IN CURB AND GUTTER BID ITEM ADJUSTMENT SECTION ~ NOT INCLUDED IN CURB AND GUTTER BID ITEM STANDARD PLAN F-10.16-00 NOTES 1. 2. The intent of this design is to facilitate the compaction of Hot Mix Asphalt pavement adjacent to a drainage structure. The centerline of the drainage structure may differ from the centerline of the frame and grate. CENTERLINE OF FRAME & GRATE ~ SEE NOTE 2 DRAINAGE STRUCTURE ~ NOT INCLUDED IN CURB AND GUTTER BID ITEM STA TEOFWASHINGT O NR EGISTEREDPROFE S SIONAL ENGINEER EXPIRES JULY 27, 2007 24035KEVIN J. DA Y TO NKevin J. Dayton 12-20-06NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-PORTATION. A COPY MAY BE OBTAINED UPON REQUEST. APPROVED FOR PUBLICATION Washington State Department of Transportation STATE DESIGN ENGINEER 1. 2. NOTES SECTION A TRENCH ~ SEE NOTE 1 3" MIN.4" MAX.PLAN VIEW 1. 2. 3. 4. NOTES 5. 6. A SECTION A WATTLE DETAIL WATTLE TRENCH ~ SEE NOTE 1 LENGTH VARIES 10" - 12" DIAM.3" MIN.4" MAX.DRAWN BY: FERN LIDDELLOVERLAP (TYP.) 12" MINIMUM MINIMUM 8" DIAMETER12" MINIMUMWATTLE INSTALLATION ON SLOPES 7. TRAPPING (TYP.) AREA AVAILABLE FOR SEDIMENT SPACING TABLE (TYP.) SPACING VARIES ~ SEE WATTLE TIE-DOWN METHOD ALLOWABLE ALTERNATIVE CONTOUR LINE (TYP.) SEE DETAIL WATTLE (TYP.) ~ WOODEN STAKE (TYP.) 2" (IN) × 2" (IN) × 24" (IN) TO PREVENT FLOW AROUND WATTLE (TYP.) ANGLE TERMINAL END UPHILL 24" (IN) TO 48" (IN) - 15' - 0" 20' - 0" 10' - 0" 5' - 0" 5' - 0" 10' - 0" 15' - 0" WATTLE SPACING TABLE SLOPE SLOPEMAX. SPACING MAX. SPACING 2H : 1V 3H : 1V 4H : 1V 2H : 1V 1H : 1V 3H : 1V 4H : 1V - OF WATTLE 1/3 DIAMETER (TYP.) UN-TREATED WOODEN STAKE 2" (IN) × 2" (IN)× 24" (IN) MIN. ~ 8" - 10" OR 10" - 12" DIAM. for removal. Standard Specification, Section 8-01.3(16)Refer to Specification, Section 8-01.3(15). Standard Perform maintenance in accordance with entrenched and in contact with the soil. a rainfall produces runoff, to ensure they remain thoroughly Wattles shall be inspected regularly, and immediately after Install Wattle perpendicular to flow along contours. Additional staking may be necessary to prevent undercutting. Compact excavated soil and trenches to prevent undercutting. ends 12" (in) behind one another and securely tie together. Securely knot each end of Wattle. Overlap adjacent Wattle ).Section 8-01.3(10 Standard Specification, shall be in accordance with Install Wattles along contours. Installation Section 9-14.5(5). Standard Specification, Wattles shall be in accordance with TEMPORARY PERMANENT ON SLOPE WATTLE INSTALLATION STANDARD PLAN I-30.30-02 SHEET 1 OF 1 SHEET OVERLAPS (TYP.) STAGGER MIN.24" O.C.SPACING NOT G NIHSAW FO ET ATSGIW TRAH EED IL UJTCETIHCRA EPACS DNAL 1202/12/60 .PXE 22 41 .ON DRAWN BY: LISA CYFORDNOTES 1. 2. 3. 4. OVERFLOW BYPASS 5" MAX. GRATE FRAME FILTERED WATER SEDIMENT AND DEBRIS APPROVED FOR PUBLICATION DATESTATE DESIGN ENGINEER Washington State Department of Transportation SHEET 1 OF 1 SHEET STORM DRAIN INLET PROTECTION STANDARD PLAN I-40.20-00 DRAINAGE GRATE OVERFLOW BYPASS (TYP.) DRAINAGE GRATE ~ RECTANGULAR GRATE SHOWN ISOMETRIC VIEW RETRIEVAL SYSTEM (TYP.) TRIM BELOW INLET GRATE DEVICE SECTION VIEW NOT TO SCALE Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. The BIGD shall have a built-in high-flow relief system (overflow bypass). The retrieval system must allow removal of the BIGD without spilling the collected material. Perform maintenance in accordance with Standard Specification 8-01.3(15). BELOW INLET GRATE DEVICE STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT CERTIFICATE NO. 000598 MARK W. MAURER Pasco Bakotich III 09-20-07 MENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART- MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU- SPECIAL PROVISIONS DIVISION1 1 INTRODUCTION TO THE SPECIAL PROVISIONS1 2 (August 14, 2013 APWA GSP)3 4 The work on this project shall be accomplished in accordance with the Standard Specifications5 for Road, Bridge and Municipal Construction, 2018 edition, as issued by the Washington State6 Department of Transportation (WSDOT) and the American Public Works Association (APWA),7 Washington State Chapter (hereafter “Standard Specifications”).The Standard8 Specifications, as modified or supplemented by the Amendments to the Standard9 Specifications and these Special Provisions, all of which are made a part of the Contract10 Documents, shall govern all of the Work.11 12 These Special Provisions are made up of both General Special Provisions (GSPs) from13 various sources, which may have project-specific fill-ins; and project-specific Special14 Provisions. Each Provision either supplements, modifies, or replaces the comparable15 Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition16 to any subsection or portion of the Standard Specifications is meant to pertain only to that17 particular portion of the section, and in no way should it be interpreted that the balance of the18 section does not apply.19 20 The project-specific Special Provisions are not labeled as such. The GSPs are labeled under21 the headers of each GSP, with the effective date of the GSP and its source. For example:22 23 (March 8, 2013 APWA GSP)24 (April 1, 2013 WSDOT GSP)25 26 Also incorporated into the Contract Documents by reference are:27 ·Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted28 edition, with Washington State modifications, if any29 ·Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current30 edition31 ·City of East Wenatchee Standard Details32 33 Contractor shall obtain copies of these publications, at Contractor’s own expense.34 35 36 Division 137 General Requirements38 39 DESCRIPTION OF WORK40 41 (March 13, 1995)42 This Contract provides for the improvement of ***19th Street NE including curb, gutter,43 stormwater, pavement patching *** and other work, all in accordance with the attached44 Contract Plans, these Contract Provisions, and the Standard Specifications.45 46 Definition and Terms47 48 DIVISION1 2 1-01.3 Definitions1 (January 4, 2016 APWA GSP)2 3 Delete the heading Completion Dates and the three paragraphs that follow it, and replace4 them with the following:5 6 Dates7 Bid Opening Date8 The date on which the Contracting Agency publicly opens and reads the Bids.9 Award Date10 The date of the formal decision of the Contracting Agency to accept the lowest11 responsible and responsive Bidder for the Work.12 Contract Execution Date13 The date the Contracting Agency officially binds the Agency to the Contract.14 Notice to Proceed Date15 The date stated in the Notice to Proceed on which the Contract time begins.16 Substantial Completion Date17 The day the Engineer determines the Contracting Agency has full and unrestricted18 use and benefit of the facilities, both from the operational and safety standpoint, any19 remaining traffic disruptions will be rare and brief, and only minor incidental work,20 replacement of temporary substitute facilities, plant establishment periods, or21 correction or repair remains for the Physical Completion of the total Contract.22 Physical Completion Date23 The day all of the Work is physically completed on the project. All documentation24 required by the Contract and required by law does not necessarily need to be25 furnished by the Contractor by this date.26 Completion Date27 The day all the Work specified in the Contract is completed and all the obligations of28 the Contractor under the contract are fulfilled by the Contractor. All documentation29 required by the Contract and required by law must be furnished by the Contractor30 before establishment of this date.31 Final Acceptance Date32 The date on which the Contracting Agency accepts the Work as complete.33 34 Supplement this Section with the following:35 36 All references in the Standard Specifications, Amendments, or WSDOT General Special37 Provisions, to the terms “Department of Transportation”, “Washington State38 Transportation Commission”, “Commission”, “Secretary of Transportation”,“Secretary”,39 “Headquarters”, and “State Treasurer” shall be revised to read “Contracting Agency”.40 41 All references to the terms “State” or “state” shall be revised to read “Contracting42 Agency” unless the reference is to an administrative agency of the State of Washington,43 a State statute or regulation, or the context reasonably indicates otherwise.44 45 All references to “State Materials Laboratory” shall be revised to read “Contracting46 Agency designated location”.47 48 DIVISION1 3 All references to “final contract voucher certification” shall be interpreted to mean the1 Contracting Agency form(s) by which final payment is authorized, and final completion2 and acceptance granted.3 4 Additive5 A supplemental unit of work or group of bid items, identified separately in the Bid6 Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition7 to the base bid.8 9 Alternate10 One of two or more units of work or groups of bid items, identified separately in the Bid11 Proposal, from which the Contracting Agency may make a choice between different12 methods or material of construction for performing the same work.13 14 Business Day15 A business day is any day from Monday through Friday except holidays as listed in16 Section 1-08.5.17 18 Contract Bond19 The definition in the Standard Specifications for “Contract Bond” applies to whatever20 bond form(s) are required by the Contract Documents, which may be a combination of a21 Payment Bond and a Performance Bond.22 23 Contract Documents24 See definition for “Contract”.25 26 Contract Time27 The period of time established by the terms and conditions of the Contract within which28 the Work must be physically completed.29 30 Notice of Award31 The written notice from the Contracting Agency to the successful Bidder signifying the32 Contracting Agency’s acceptance of the Bid Proposal.33 34 Notice to Proceed35 The written notice from the Contracting Agency or Engineer to the Contractor authorizing36 and directing the Contractor to proceed with the Work and establishing the date on which37 the Contract time begins.38 39 Traffic40 Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and41 equestrian traffic.42 43 1-02 BID PROCEDURES AND CONDITIONS44 45 1-02.1 Prequalification of Bidders46 47 Delete this section and replace it with the following:48 49 1-02.1 Qualifications of Bidder50 (January 24, 2011 APWA GSP)51 52 DIVISION1 4 Before award of a public works contract, a bidder must meet at least the minimum1 qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to2 be awarded a public works project.3 4 1-02.2 Plans and Specifications5 (June 27, 2011 APWA GSP)6 7 Delete this section and replace it with the following:8 9 Information as to where Bid Documents can be obtained or reviewed can be found in the10 Call for Bids (Advertisement for Bids) for the work.11 12 After award of the contract, plans and specifications will be issued to the Contractor at no13 cost as detailed below:14 15 To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17")3 Furnished automatically upon award. Contract Provisions 3 Furnished automatically upon award. 16 Additional plans and Contract Provisions may be obtained by the Contractor from the17 source stated in the Call for Bids, at the Contractor’s own expense.18 19 Examination of Plans, Specifications and Site of Work20 21 1-02.4(1)General22 (August 15, 2016 APWA GSP Option B)23 24 The first sentence of the last paragraph is revised to read:25 26 Any prospective Bidder desiring an explanation or interpretation of the Bid Documents,27 shall request the explanation or interpretation in writing by close of business 3 business28 days preceding the bid opening to allow a written reply to reach all prospective Bidders29 before the submission of their Bids.30 31 1-02.5 Proposal Forms32 (July 31, 2017 APWA GSP)33 34 Delete this section and replace it with the following:35 36 The Proposal Form will identify the project and its location and describe the work. It will37 also list estimated quantities, units of measurement, the items of work, and the materials38 to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal39 form that call for, but are not limited to, unit prices; extensions; summations; the total bid40 amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment41 of addenda; the bidder’s name, address, telephone number,and signature; the bidder’s42 UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s43 Registration Number; and a Business License Number, if applicable. Bids shall be44 DIVISION1 5 completed by typing or shall be printed in ink by hand, preferably in black ink. The1 required certifications are included as part of the Proposal Form.2 3 The Contracting Agency reserves the right to arrange the proposal forms with alternates4 and additives, if such be to the advantage of the Contracting Agency. The bidder shall5 bid on all alternates and additives set forth in the Proposal Form unless otherwise6 specified.7 8 1-02.6 Preparation of Proposal9 (July 11, 2018 APWA GSP)10 11 Supplement the second paragraph with the following:12 4.If a minimum bid amount has been established for any item, the unit or lump sum13 price must equal or exceed the minimum amount stated.14 5.Any correction to a bid made by interlineation, alteration, or erasure, shall be15 initialed by the signer of the bid.16 17 Delete the last two paragraphs, and replace them with the following:18 19 If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any20 Subcontractor to perform those items of work.21 22 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law23 Compliance form, provided by the Contracting Agency. Failure to return this certification24 as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for25 Award. A Contractor Certification of Wage Law Compliance form is included in the26 Proposal Forms.27 28 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.29 30 A bid by a corporation shall be executed in the corporate name, by the president or a31 vice president (or other corporate officer accompanied by evidence of authority to sign).32 33 A bid by a partnership shall be executed in the partnership name, and signed by a34 partner. A copy of the partnership agreement shall be submitted with the Bid Form if any35 UDBE requirements are to be satisfied through such an agreement.36 37 A bid by a joint venture shall be executed in the joint venture name and signed by a38 member of the joint venture. A copy of the joint venture agreement shall be submitted39 with the Bid Form if any UDBE requirements are to be satisfied through such an40 agreement.41 42 The fourth paragraph of Section 1-02.6 is revised to read:43 44 (June 3, 2019)45 The Bidder shall submit with the Bid a completed Underutilized Disadvantaged Business46 Enterprise (UDBE) Utilization Certification, when required by the Special Provisions. For47 each and every UDBE firm listed on the Bidder’s completed Underutilized Disadvantaged48 Business Enterprise Utilization Certification, the Bidder shall submit written confirmation49 from that UDBE firm that the UDBE is in agreement with the UDBE participation50 commitment that the Bidder has made in the Bidder’s completed Underutilized51 DIVISION1 6 Disadvantaged Business Enterprise Utilization Certification. WSDOT Form 422 031U1 (Underutilized Disadvantaged Business Enterprise Written Confirmation Document) is to2 be used for this purpose. Bidder must submit good faith effort documentation only in the3 event the bidder’s efforts to solicit sufficient UDBE participation have been unsuccessful.4 The Bidder shall submit a UDBE Bid Item Breakdown form defining the scope of work to5 be performed by each UDBE listed on the UDBE Utilization Certification. If the Bidder6 lists a UDBE Trucking firm on the UDBE Utilization Certification, then the Bidder must7 also submit a UDBE Trucking Credit Form (WSDOT Form 272-058) documenting how the8 UDBE Trucking firm will be able to perform the scope of work subcontracted to them.9 Directions for delivery of the Underutilized Disadvantaged Business Enterprise Written10 Confirmation Documents, Underutilized Disadvantaged Business Enterprise Good Faith11 Effort documentation, UDBE Bid Item Breakdown Form and the UDBE Trucking Credit12 Form are included in Section 1-02.9.13 14 (August 2, 2004)15 The fifth and sixth paragraphs of Section 1-02.6 are deleted.16 17 1-02.7 Bid Deposit18 19 Delete this section.20 21 1-02.10 Withdrawing, Revising, or Supplementing Proposal22 (July 23, 2015 APWA GSP)23 24 Delete this section, and replace it with the following:25 26 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may27 withdraw, revise, or supplement it if:28 29 1.The Bidder submits a written request signed by an authorized person and30 physically delivers it to the place designated for receipt of Bid Proposals, and31 2.The Contracting Agency receives the request before the time set for receipt of32 Bid Proposals, and33 3.The revised or supplemented Bid Proposal (if any) is received by the Contracting34 Agency before the time set for receipt of Bid Proposals.35 36 If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received37 before the time set for receipt of Bid Proposals, the Contracting Agency will return the38 unopened Proposal package to the Bidder. The Bidder must then submit the revised or39 supplemented package in its entirety. If the Bidder does not submit a revised or40 supplemented package, then its bid shall be considered withdrawn.41 42 Late revised or supplemented Bid Proposals or late withdrawal requests will be date43 recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed44 requests to withdraw, revise, or supplement a Bid Proposal are not acceptable.45 46 1-02.13 Irregular Proposals47 (June 20, 2017 APWA GSP)48 49 Delete this section and replace it with the following:50 51 1.A Proposal will be considered irregular and will be rejected if:52 DIVISION1 7 a.The Bidder is not prequalified when so required;1 b.The authorized Proposal form furnished by the Contracting Agency is not2 used or is altered;3 c.The completed Proposal form contains any unauthorized additions, deletions,4 alternate Bids, or conditions;5 d.The Bidder adds provisions reserving the right to reject or accept the award,6 or enter into the Contract;7 e.A price per unit cannot be determined from the Bid Proposal;8 f.The Proposal form is not properly executed;9 g.The Bidder fails to submit or properly complete a Subcontractor list, if10 applicable, as required in Section 1-02.6;11 h.The Bidder fails to submit or properly complete an Underutilized12 Disadvantaged Business Enterprise Certification, if applicable, as required in13 Section 1-02.6;14 i.The Bidder fails to submit written confirmation from each UDBE firm listed on15 the Bidder’s completed UDBE Utilization Certification that they are in16 agreement with the bidder’s UDBE participation commitment, if applicable, as17 required in Section 1-02.6, or if the written confirmation that is submitted fails18 to meet the requirements of the Special Provisions;19 j The Bidder fails to submit UDBE Good Faith Effort documentation, if20 applicable, as required in Section 1-02.6, or if the documentation that is21 submitted fails to demonstrate that a Good Faith Effort to meet the Condition22 of Award was made;23 k.The Bid Proposal does not constitute a definite and unqualified offer to meet24 the material terms of the Bid invitation; or25 l.More than one Proposal is submitted for the same project from a Bidder26 under the same or different names.27 28 2.A Proposal may be considered irregular and may be rejected if:29 a.The Proposal does not include a unit price for every Bid item;30 b.Any of the unit prices are excessively unbalanced (either above or below the31 amount of a reasonable Bid) to the potential detriment of the Contracting32 Agency;33 c.Receipt of Addenda is not acknowledged;34 d.A member of a joint venture or partnership and the joint venture or35 partnership submit Proposals for the same project (in such an instance, both36 Bids may be rejected); or37 e.If Proposal form entries are not made in ink.38 39 1-02.14 Disqualification of Bidders40 (May 17, 2018 APWA GSP, Option B)41 42 Delete this section and replace it with the following:43 44 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory45 bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet46 Supplemental Criteria 1-7 listed in this Section.47 48 The Contracting Agency will verify that the Bidder meets the mandatory bidder49 responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence50 that the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as51 stated later in this Section.52 DIVISION1 8 1 2 1.Delinquent State Taxes3 4 A Criterion: The Bidder shall not owe delinquent taxes to the Washington State5 Department of Revenue without a payment plan approved by the Department6 of Revenue.7 8 B.Documentation: The Bidder, if and when required as detailed below, shall sign9 a statement (on a form to be provided by the Contracting Agency) that the10 Bidder does not owe delinquent taxes to the Washington State Department of11 Revenue, or if delinquent taxes are owed to the Washington State12 Department of Revenue, the Bidder must submit a written payment plan13 approved by the Department of Revenue, to the Contracting Agency by the14 deadline listed below.15 16 2.Federal Debarment17 18 A Criterion: The Bidder shall not currently be debarred or suspended by the19 Federal government.20 21 B.Documentation: The Bidder shall not be listed as having an “active exclusion”22 on the U.S. government’s “System for Award Management”database23 (www.sam.gov).24 25 3.Subcontractor Responsibility26 27 A Criterion: The Bidder’s standard subcontract form shall include the28 subcontractor responsibility language required by RCW 39.06.020, and the29 Bidder shall have an established procedure which it utilizes to validate the30 responsibility of each of its subcontractors. The Bidder’s subcontract form31 shall also include a requirement that each of its subcontractors shall have and32 document a similar procedure to determine whether the sub-tier33 subcontractors with whom it contracts are also “responsible”subcontractors34 as defined by RCW 39.06.020.35 36 B.Documentation: The Bidder, if and when required as detailed below, shall37 submit a copy of its standard subcontract form for review by the Contracting38 Agency, and a written description of its procedure for validating the39 responsibility of subcontractors with which it contracts.40 41 4.Claims Against Retainage and Bonds42 43 A Criterion: The Bidder shall not have a record of excessive claims filed against44 the retainage or payment bonds for public works projects in the three years45 prior to the bid submittal date, that demonstrate a lack of effective46 management by the Bidder of making timely and appropriate payments to its47 subcontractors, suppliers, and workers, unless there are extenuating48 circumstances and such circumstances are deemed acceptable to the49 Contracting Agency.50 51 DIVISION1 9 B.Documentation: The Bidder, if and when required as detailed below, shall1 submit a list of the public works projects completed in the three years prior to2 the bid submittal date that have had claims against retainage and bonds and3 include for each project the following information:4 5 •Name of project6 •The owner and contact information for the owner;7 •A list of claims filed against the retainage and/or payment bond for any of8 the projects listed;9 •A written explanation of the circumstances surrounding each claim and10 the ultimate resolution of the claim.11 12 5.Public Bidding Crime13 14 A Criterion: The Bidder and/or its owners shall not have been convicted of a15 crime involving bidding on a public works contract in the five years prior to the16 bid submittal date.17 18 B.Documentation: The Bidder, if and when required as detailed below, shall sign19 a statement (on a form to be provided by the Contracting Agency) that the20 Bidder and/or its owners have not been convicted of a crime involving bidding21 on a public works contract.22 23 6.Termination for Cause /Termination for Default24 25 A Criterion: The Bidder shall not have had any public works contract terminated26 for cause or terminated for default by a government agency in the five years27 prior to the bid submittal date, unless there are extenuating circumstances28 and such circumstances are deemed acceptable to the Contracting Agency.29 30 B.Documentation: The Bidder, if and when required as detailed below, shall sign31 a statement (on a form to be provided by the Contracting Agency) that the32 Bidder has not had any public works contract terminated for cause or33 terminated for default by a government agency in the five years prior to the34 bid submittal date; or if Bidder was terminated, describe the circumstances. .35 36 7.Lawsuits37 38 A Criterion: The Bidder shall not have lawsuits with judgments entered against39 the Bidder in the five years prior to the bid submittal date that demonstrate a40 pattern of failing to meet the terms of contracts, unless there are extenuating41 circumstances and such circumstances are deemed acceptable to the42 Contracting Agency43 44 B.Documentation: The Bidder, if and when required as detailed below, shall sign45 a statement (on a form to be provided by the Contracting Agency) that the46 Bidder has not had any lawsuits with judgments entered against the Bidder in47 the five years prior to the bid submittal date that demonstrate a pattern of48 failing to meet the terms of contracts, or shall submit a list of all lawsuits with49 judgments entered against the Bidder in the five years prior to the bid50 submittal date, along with a written explanation of the circumstances51 surrounding each such lawsuit. The Contracting Agency shall evaluate these52 DIVISION1 10 explanations to determine whether the lawsuits demonstrate a pattern of1 failing to meet of terms of construction related contracts2 3 As evidence that the Bidder meets the Supplemental Criteria stated above, the4 apparent low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the5 second business day following the bid submittal deadline, a written statement verifying6 that the Bidder meets the supplemental criteria together with supporting documentation7 (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance8 with the Supplemental Criteria. The Contracting Agency reserves the right to request9 further documentation as needed from the low Bidder and documentation from other10 Bidders as well to assess Bidder responsibility and compliance with all bidder11 responsibility criteria. The Contracting Agency also reserves the right to obtain12 information from third-parties and independent sources of information concerning a13 Bidder’s compliance with the mandatory and supplemental criteria, and to use that14 information in their evaluation. The Contracting Agency may consider mitigating15 factors in determining whether the Bidder complies with the requirements of the16 supplemental criteria.17 18 The basis for evaluation of Bidder compliance with these mandatory and supplemental19 criteria shall include any documents or facts obtained by Contracting Agency (whether20 from the Bidder or third parties) including but not limited to: (i) financial, historical, or21 operational data from the Bidder; (ii) information obtained directly by the Contracting22 Agency from others for whom the Bidder has worked, or other public agencies or23 private enterprises; and (iii) any additional information obtained by the Contracting24 Agency which is believed to be relevant to the matter.25 26 If the Contracting Agency determines the Bidder does not meet the bidder27 responsibility criteria above and is therefore not a responsible Bidder, the Contracting28 Agency shall notify the Bidder in writing, with the reasons for its determination. If the29 Bidder disagrees with this determination, it may appeal the determination within two (2)30 business days of the Contracting Agency’s determination by presenting its appeal and31 any additional information to the Contracting Agency. The Contracting Agency will32 consider the appeal and any additional information before issuing its final33 determination. If the final determination affirms that the Bidder is not responsible, the34 Contracting Agency will not execute a contract with any other Bidder until at least two35 business days after the Bidder determined to be not responsible has received the36 Contracting Agency’s final determination.37 38 Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders39 with concerns about the relevancy or restrictiveness of the Supplemental Bidder40 Responsibility Criteria may make or submit requests to the Contracting Agency to41 modify the criteria. Such requests shall be in writing, describe the nature of the42 concerns, and propose specific modifications to the criteria. Bidders shall submit such43 requests to the Contracting Agency no later than five (5) business days prior to the bid44 submittal deadline and address the request to the Project Engineer or such other45 person designated by the Contracting Agency in the Bid Documents.46 47 1-02.15 Pre Award Information48 (August 14, 2013 APWA GSP)49 50 Revise this section to read:51 52 DIVISION1 11 Before awarding any contract, the Contracting Agency may require one or more of these1 items or actions of the apparent lowest responsible bidder:2 1.A complete statement of the origin, composition, and manufacture of any or all3 materials to be used,4 2.Samples of these materials for quality and fitness tests,5 3.A progress schedule (in a form the Contracting Agency requires) showing the order6 of and time required for the various phases of the work,7 4.A breakdown of costs assigned to any bid item,8 5.Attendance at a conference with the Engineer or representatives of the Engineer,9 6.Obtain, and furnish a copy of, a business license to do business in the city or county10 where the work is located.11 7.Any other information or action taken that is deemed necessary to ensure that the12 bidder is the lowest responsible bidder.13 14 15 Award and Execution of Contract16 17 1-03.1 Consideration of Bids18 (January 23, 2006 APWA GSP)19 20 Revise the first paragraph to read:21 22 After opening and reading proposals, the Contracting Agency will check them for23 correctness of extensions of the prices per unit and the total price. If a discrepancy exists24 between the price per unit and the extended amount of any bid item, the price per unit will25 control.If a minimum bid amount has been established for any item and the bidder’s unit26 or lump sum price is less than the minimum specified amount, the Contracting Agency will27 unilaterally revise the unit or lump sum price, to the minimum specified amount and28 recalculate the extension.The total of extensions, corrected where necessary,including29 sales taxes where applicable and such additives and/or alternates as selected by the30 Contracting Agency,will be used by the Contracting Agency for award purposes and to fix31 the Awarded Contract Price amount and the amount of the contract bond.32 33 1-03.3 Execution of Contract34 (October 1, 2005 APWA GSP)35 36 Revise this section to read:37 38 Copies of the Contract Provisions, including the unsigned Form of Contract, will be39 available for signature by the successful bidder on the first business day following award.40 The number of copies to be executed by the Contractor will be determined by the41 Contracting Agency.42 43 Within 7 calendar days after the award date, the successful bidder shall return the44 signed Contracting Agency-prepared contract, an insurance certification as required by45 Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before46 execution of the contract by the Contracting Agency, the successful bidder shall provide47 any pre-award information the Contracting Agency may require under Section 1-02.15.48 49 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting50 Agency nor shall any work begin within the project limits or within Contracting Agency-51 DIVISION1 12 furnished sites. The Contractor shall bear all risks for any work begun outside such areas1 and for any materials ordered before the contract is executed by the Contracting Agency.2 3 If the bidder experiences circumstances beyond their control that prevents return of the4 contract documents within the calendar days after the award date stated above, the5 Contracting Agency may grant up to a maximum of 7 additional calendar days for return6 of the documents, provided the Contracting Agency deems the circumstances warrant it.7 8 9 1-03.4 Contract Bond10 (July 23, 2015 APWA GSP)11 12 Delete the first paragraph and replace it with the following:13 14 The successful bidder shall provide executed payment and performance bond(s) for the15 full contract amount. The bond may be a combined payment and performance bond; or16 be separate payment and performance bonds. In the case of separate payment and17 performance bonds, each shall be for the full contract amount. The bond(s) shall:18 1.Be on Contracting Agency-furnished form(s);19 2.Be signed by an approved surety (or sureties) that:20 a.Is registered with the Washington State Insurance Commissioner, and21 b.Appears on the current Authorized Insurance List in the State of Washington22 published by the Office of the Insurance Commissioner,23 3.Guarantee that the Contractor will perform and comply with all obligations, duties,24 and conditions under the Contract, including but not limited to the duty and obligation25 to indemnify, defend, and protect the Contracting Agency against all losses and26 claims related directly or indirectly from any failure:27 a.Of the Contractor (or any of the employees, subcontractors, or lower tier28 subcontractors of the Contractor) to faithfully perform and comply with all contract29 obligations, conditions, and duties, or30 b.Of the Contractor (or the subcontractors or lower tier subcontractors of the31 Contractor) to pay all laborers, mechanics, subcontractors, lower tier32 subcontractors, material person, or any other person who provides supplies or33 provisions for carrying out the work;34 4.Be conditioned upon the payment of taxes,increases, and penalties incurred on the35 project under titles 50, 51, and 82 RCW; and36 5.Be accompanied by a power of attorney for the Surety’s officer empowered to sign37 the bond; and38 6.Be signed by an officer of the Contractor empowered to sign official statements (sole39 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed40 by the president or vice president, unless accompanied by written proof of the41 authority of the individual signing the bond(s) to bind the corporation (i.e., corporate42 resolution, power of attorney, or a letter to such effect signed by the president or vice43 president).44 45 1-03.7 Judicial Review46 (November 30, 2018 APWA GSP)47 48 Revise this section to read:49 50 DIVISION1 13 Any decision made by the Contracting Agency regarding the Award and execution of the1 Contract or Bid rejection shall be conclusive subject to the scope of judicial review2 permitted under Washington Law. Such review, if any, shall be timely filed in the Superior3 Court of the county where the Contracting Agency headquarters is located, provided that4 where an action is asserted against a county, RCW 36.01.050 shall control venue and5 jurisdiction.6 7 Scope of the Work8 9 1-04.2 Coordination of Contract Documents, Plans, Special Provisions,10 Specifications, and Addenda11 (March 13, 2012 APWA GSP)12 13 Revise the second paragraph to read:14 15 Any inconsistency in the parts of the contract shall be resolved by following this order of16 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):17 1.Addenda,18 2.Proposal Form,19 3.Special Provisions,20 4.Contract Plans,21 5.Amendments to the Standard Specifications,22 6.Standard Specifications,23 7.Contracting Agency’s Standard Plans or Details (if any), and24 8.WSDOT Standard Plans for Road, Bridge, and Municipal Construction.25 26 1-04.4 Changes27 This section is supplemented with the following28 The Contractor is responsible for determining all work, scheduling and cost impacts29 caused by changes, and shall include such when proposing the price and time for the30 change. No subsequent requests for compensation or time will be accepted once the31 change has been approved or the protest period [section 1-04.5] expires.32 33 34 1-04.11 Final Cleanup35 This section is supplemented with the following36 All areas impacted by the work shall be restored to at least original condition, unless37 specifically identified otherwise in the plans or specifications. All costs are incidental.38 39 40 Control of Work41 42 Conformity With And Deviations From Plans And Stakes43 44 Section 1-05.4 is supplemented with the following:45 46 (August 7, 2017)47 Contractor Surveying -Roadway48 Copies of the Contracting Agency provided primary survey control data are available for49 the bidder's inspection at the office of the Engineer.50 DIVISION1 14 1 The Contractor shall be responsible for setting, maintaining, and resetting all alignment2 stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage,3 surfacing, paving, channelization and pavement marking, illumination and signals,4 guardrails and barriers, and signing. Except for the survey control data to be furnished5 by the Contracting Agency, calculations, surveying, and measuring required for setting6 and maintaining the necessary lines and grades shall be the Contractor's responsibility.7 8 The Contractor shall inform the Engineer when monuments are discovered that were not9 identified in the Plans and construction activity may disturb or damage the monuments.10 All monuments noted on the plans “DO NOT DISTURB”shall be protected throughout the11 length of the project or be replaced at the Contractors expense.12 13 Detailed survey records shall be maintained, including a description of the work14 performed on each shift, the methods utilized, and the control points used. The record15 shall be adequate to allow the survey to be reproduced. A copy of each day's record shall16 be provided to the Engineer within three working days after the end of the shift.17 18 The meaning of words and terms used in this provision shall be as listed in "Definitions of19 Surveying and Associated Terms" current edition, published by the American Congress20 on Surveying and Mapping and the American Society of Civil Engineers.21 22 The survey work shall include but not be limited to the following:23 24 1.Verify the primary horizontal and vertical control furnished by the Contracting25 Agency, and expand into secondary control by adding stakes and hubs as well26 as additional survey control needed for the project. Provide descriptions of27 secondary control to the Contracting Agency. The description shall include28 coordinates and elevations of all secondary control points.29 30 2.Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on31 centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and32 at points on the alignments spaced no further than 50 feet.33 34 3.Establish clearing limits, placing stakes at all angle points and at intermediate35 points not more than 50 feet apart. The clearing and grubbing limits shall be 536 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise37 shown in the Plans.38 39 4.Establish grading limits, placing slope stakes at centerline increments not more40 than 50 feet apart. Establish offset reference to all slope stakes. If Global41 Positioning Satellite (GPS) Machine Controls are used to provide grade control,42 then slope stakes may be omitted at the discretion of the Contractor43 44 5.Establish the horizontal and vertical location of all drainage features, placing45 offset stakes to all drainage structures and to pipes at a horizontal interval not46 greater than 25 feet.47 48 6.Establish roadbed and surfacing elevations by placing stakes at the top of49 subgrade and at the top of each course of surfacing. Subgrade and surfacing50 stakes shall be set at horizontal intervals not greater than 50 feet in tangent51 sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-52 DIVISION1 15 foot intervals in intersection radii with a radius less than 10 feet. Transversely,1 stakes shall be placed at all locations where the roadway slope changes and at2 additional points such that the transverse spacing of stakes is not more than 123 feet. If GPS Machine Controls are used to provide grade control, then roadbed4 and surfacing stakes may be omitted at the discretion of the Contractor.5 6 7.Establish intermediate elevation benchmarks as needed to check work7 throughout the project.8 9 8.Provide references for paving pins at 25-foot intervals or provide simultaneous10 surveying to establish location and elevation of paving pins as they are being11 placed.12 13 9.For all other types of construction included in this provision, (including but not14 limited to channelization and pavement marking, illumination and signals,15 guardrails and barriers, and signing) provide staking and layout as necessary to16 adequately locate, construct, and check the specific construction activity.17 18 10.Contractor shall determine if changes are needed to the profiles or roadway19 sections shown in the Contract Plans in order to achieve proper smoothness20 and drainage where matching into existing features, such as a smooth transition21 from new pavement to existing pavement. The Contractor shall submit these22 changes to the Engineer for review and approval 10 days prior to the beginning23 of work.24 25 The Contractor shall provide the Contracting Agency copies of any calculations and26 staking data when requested by the Engineer.27 28 To facilitate the establishment of these lines and elevations, the Contracting Agency will29 provide the Contractor with primary survey control information consisting of descriptions30 of two primary control points used for the horizontal and vertical control, and descriptions31 of two additional primary control points for every additional three miles of project length.32 Primary control points will be described by reference to the project alignment and the33 coordinate system and elevation datum utilized by the project. In addition, the Contracting34 Agency will supply horizontal coordinates for the beginning and ending points and for35 each Point of Intersection (PI) on each alignment included in the project.36 37 The Contractor shall ensure a surveying accuracy within the following tolerances:38 39 Vertical Horizontal40 Slope stakes ±0.10 feet ±0.10 feet41 Subgrade grade stakes set42 0.04 feet below grade ±0.01 feet ±0.5 feet43 (parallel to alignment)44 ±0.1 feet45 (normal to alignment)46 47 DIVISION1 16 Stationing on roadway N/A ±0.1 feet1 Alignment on roadway N/A ±0.04 feet2 Surfacing grade stakes ±0.01 feet ±0.5 feet3 (parallel to alignment)4 ±0.1 feet5 (normal to alignment)6 7 Roadway paving pins for8 surfacing or paving ±0.01 feet ±0.2 feet9 (parallel to alignment)10 ±0.1 feet11 (normal to alignment)12 13 The Contracting Agency may spot-check the Contractor's surveying. These spot-checks14 will not change the requirements for normal checking by the Contractor.15 16 When staking roadway alignment and stationing, the Contractor shall perform17 independent checks from different secondary control to ensure that the points staked are18 within the specified survey accuracy tolerances.19 20 The Contractor shall calculate coordinates for the alignment. The Contracting Agency will21 verify these coordinates prior to issuing approval to the Contractor for commencing with22 the work. The Contracting Agency will require up to seven calendar days from the date23 the data is received.24 25 Contract work to be performed using contractor-provided stakes shall not begin until the26 stakes are approved by the Contracting Agency. Such approval shall not relieve the27 Contractor of responsibility for the accuracy of the stakes.28 29 Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are30 needed that are not described in the Plans, then those stakes shall be marked, at no31 additional cost to the Contracting Agency as ordered by the Engineer.32 33 Payment34 Payment will be made for the following bid item when included in the proposal:35 36 "Roadway Surveying", lump sum.37 38 The lump sum contract price for "Roadway Surveying" shall be full pay for all labor,39 equipment, materials, and supervision utilized to perform the Work specified, including40 any resurveying, checking, correction of errors, replacement of missing or damaged41 stakes, and coordination efforts.42 43 1-05.7 Removal of Defective and Unauthorized Work44 (October 1, 2005 APWA GSP)45 46 Supplement this section with the following:47 48 If the Contractor fails to remedy defective or unauthorized work within the time specified49 in a written notice from the Engineer, or fails to perform any part of the work required by50 the Contract Documents, the Engineer may correct and remedy such work as may be51 DIVISION1 17 identified in the written notice, with Contracting Agency forces or by such other means as1 the Contracting Agency may deem necessary.2 3 If the Contractor fails to comply with a written order to remedy what the Engineer4 determines to be an emergency situation, the Engineer may have the defective and5 unauthorized work corrected immediately, have the rejected work removed and replaced,6 or have work the Contractor refuses to perform completed by using Contracting Agency7 or other forces. An emergency situation is any situation when, in the opinion of the8 Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk9 of loss or damage to the public.10 11 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and12 remedying defective or unauthorized work, or work the Contractor failed or refused to13 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from14 monies due, or to become due, the Contractor. Such direct and indirect costs shall15 include in particular, but without limitation, compensation for additional professional16 services required, and costs for repair and replacement of work of others destroyed or17 damaged by correction, removal, or replacement of the Contractor’s unauthorized work.18 19 No adjustment in contract time or compensation will be allowed because of the delay in20 the performance of the work attributable to the exercise of the Contracting Agency’s21 rights provided by this Section.22 23 The rights exercised under the provisions of this section shall not diminish the24 Contracting Agency’s right to pursue any other avenue for additional remedy or damages25 with respect to the Contractor’s failure to perform the work as required.26 27 28 1-05.11 Final Inspection29 30 Delete this section and replace it with the following:31 32 1-05.11 Final Inspections and Operational Testing33 (October 1, 2005 APWA GSP)34 35 1-05.11(1)Substantial Completion Date36 37 When the Contractor considers the work to be substantially complete, the Contractor38 shall so notify the Engineer and request the Engineer establish the Substantial39 Completion Date. The Contractor’s request shall list the specific items of work that40 remain to be completed in order to reach physical completion. The Engineer will41 schedule an inspection of the work with the Contractor to determine the status of42 completion. The Engineer may also establish the Substantial Completion Date43 unilaterally.44 45 If, after this inspection, the Engineer concurs with the Contractor that the work is46 substantially complete and ready for its intended use, the Engineer, by written notice to47 the Contractor, will set the Substantial Completion Date. If, after this inspection the48 Engineer does not consider the work substantially complete and ready for its intended49 use, the Engineer will, by written notice, so notify the Contractor giving the reasons50 therefor.51 52 DIVISION1 18 Upon receipt of written notice concurring in or denying substantial completion, whichever1 is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized2 interruption, the work necessary to reach Substantial and Physical Completion. The3 Contractor shall provide the Engineer with a revised schedule indicating when the4 Contractor expects to reach substantial and physical completion of the work.5 6 The above process shall be repeated until the Engineer establishes the Substantial7 Completion Date and the Contractor considers the work physically complete and ready for8 final inspection.9 10 1-05.11(2)Final Inspection and Physical Completion Date11 12 When the Contractor considers the work physically complete and ready for final13 inspection, the Contractor by written notice, shall request the Engineer to schedule a14 final inspection. The Engineer will set a date for final inspection. The Engineer and the15 Contractor will then make a final inspection and the Engineer will notify the Contractor in16 writing of all particulars in which the final inspection reveals the work incomplete or17 unacceptable. The Contractor shall immediately take such corrective measures as are18 necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously,19 diligently, and without interruption until physical completion of the listed deficiencies. This20 process will continue until the Engineer is satisfied the listed deficiencies have been21 corrected.22 23 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the24 written notice listing the deficiencies, the Engineer may, upon written notice to the25 Contractor, take whatever steps are necessary to correct those deficiencies pursuant to26 Section 1-05.7.27 The Contractor will not be allowed an extension of contract time because of a delay in28 the performance of the work attributable to the exercise of the Engineer’s right29 hereunder.30 31 Upon correction of all deficiencies, the Engineer will notify the Contractor and the32 Contracting Agency, in writing, of the date upon which the work was considered physically33 complete. That date shall constitute the Physical Completion Date of the contract, but shall34 not imply acceptance of the work or that all the obligations of the Contractor under the35 contract have been fulfilled.36 37 1-05.11(3)Operational Testing38 39 It is the intent of the Contracting Agency to have at the Physical Completion Date a40 complete and operable system. Therefore when the work involves the installation of41 machinery or other mechanical equipment; street lighting, electrical distribution or signal42 systems; irrigation systems; buildings; or other similar work it may be desirable for the43 Engineer to have the Contractor operate and test the work for a period of time after final44 inspection but prior to the physical completion date. Whenever items of work are listed in45 the Contract Provisions for operational testing they shall be fully tested under operating46 conditions for the time period specified to ensure their acceptability prior to the Physical47 Completion Date. During and following the test period, the Contractor shall correct any48 items of workmanship, materials, or equipment which prove faulty, or that are not in first49 class operating condition. Equipment, electrical controls, meters, or other devices and50 equipment to be tested during this period shall be tested under the observation of the51 Engineer, so that the Engineer may determine their suitability for the purpose for which52 DIVISION1 19 they were installed. The Physical Completion Date cannot be established until testing1 and corrections have been completed to the satisfaction of the Engineer.2 3 The costs for power, gas, labor, material, supplies, and everything else needed to4 successfully complete operational testing, shall be included in the unit contract prices5 related to the system being tested, unless specifically set forth otherwise in the proposal.6 7 Operational and test periods, when required by the Engineer, shall not affect a8 manufacturer’s guaranties or warranties furnished under the terms of the contract.9 10 11 1-05.13 Superintendents, Labor and Equipment of Contractor12 (August 14, 2013 APWA GSP)13 14 Delete the sixth and seventh paragraphs of this section.15 16 1-05.15 Method of Serving Notices17 (March 25, 2009 APWA GSP)18 Revise the second paragraph to read:19 20 All correspondence from the Contractor shall be directed to the Project Engineer.All21 correspondence from the Contractor constituting any notification, notice of protest, notice22 of dispute, or other correspondence constituting notification required to be furnished23 under the Contract, must be in paper format, hand delivered or sent via mail delivery24 service to the Project Engineer's office. Electronic copies such as e-mails or25 electronically delivered copies of correspondence will not constitute such notice and will26 not comply with the requirements of the Contract.27 28 Add the following new section:29 30 1-05.16 Water and Power31 (October 1, 2005 APWA GSP)32 33 The Contractor shall make necessary arrangements, and shall bear the costs for power34 and water necessary for the performance of the work, unless the contract includes power35 and water as a pay item.36 37 38 1-05.19 Warranty39 The following section is NEW.40 41 The Contractor shall guarantee the work for a period of two years from the date of42 acceptance against defects in the work as described in the construction drawings and43 project specifications and otherwise set forth in the contract documents. Contractor shall44 start work to remedy such defects within seven (7) days of mailing notice of discovery45 thereof by Owner and shall complete such work within a reasonable time. In emergencies46 where damage may result from delay or where loss of service may result, such corrections47 may be made by Owner, in which case the cost shall be borne by Contractor. In the event48 Contractor does not accomplish corrections at the time specified, the work will be49 otherwise accomplished and the cost of same shall be paid by Contractor.50 51 DIVISION1 20 The Contractor shall be liable for any costs, losses, expenses or damages including1 consequential damages suffered by the Contracting Agency resulting from defects in the2 Contractor’s work. This includes, but is not limited to the cost of Engineering, inspection,3 and supervision by the Contracting Agency or Engineer. The Contractor shall hold the4 Contracting Agency harmless from any and all claims which may be made against the5 Contracting Agency as a result of any defective work and the Contractor shall defend any6 such claims at his own expense.7 8 Warranty does not cover damage due to misuse by the Owner or conditions outside of9 the Owner or Contractor’s control or exceptional events (force majeure) including war,10 strikes, floods (water exceeding normal high water mark), rainfall in excess of 100 year11 storm event, fire, earthquakes, high winds (over 85 mph for 3 seconds peak gust),freezes12 below minus 10 degrees Fahrenheit (Eastern Washington),governmental restrictions,13 vandalism, and power failures or surges. The Contractor has control over workmanship,14 third party subcontractors and parts and materials used to complete the project.15 16 Control of Material17 18 Section 1-06 is supplemented with the following:19 20 1-06.1 Approval of Materials Prior to Use21 Section 1-06.1 is supplemented with the following:22 The Contractor shall submit 2 copies of all QPL’s, RAM’s, and shop drawings to:23 RH2 Engineering, Inc.24 300 Simon Street SE, Suite 525 East Wenatchee, Washington 9880226 Attn:Devon Petit27 28 1 -06.6 Recycled Materials29 (January 4, 2016 APWA GSP)30 31 Delete this section, including its subsections, and replace it with the following:32 33 The Contractor shall make their best effort to utilize recycled materials in the construction34 of the project. Approval of such material use shall be as detailed elsewhere in the35 Standard Specifications.36 37 Prior to Physical Completion the Contractor shall report the quantity of recycled materials38 that were utilized in the construction of the project for each of the items listed in Section39 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled40 glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material41 and aggregates from concrete returned to the supplier).The Contractor’s report shall be42 provided on DOT form 350-075 Recycled Materials Reporting.43 44 Legal Relations and Responsibilities to the Public45 46 DIVISION1 21 1-07.1 Laws to be Observed1 (October 1, 2005 APWA GSP)2 3 Supplement this section with the following:4 5 In cases of conflict between different safety regulations, the more stringent regulation6 shall apply.7 8 The Washington State Department of Labor and Industries shall be the sole and9 paramount administrative agency responsible for the administration of the provisions of10 the Washington Industrial Safety and Health Act of 1973 (WISHA).11 12 The Contractor shall maintain at the project site office, or other well known place at the13 project site, all articles necessary for providing first aid to the injured. The Contractor14 shall establish, publish, and make known to all employees, procedures for ensuring15 immediate removal to a hospital, or doctor’s care, persons, including employees, who16 may have been injured on the project site. Employees should not be permitted to work17 on the project site before the Contractor has established and made known procedures18 for removal of injured persons to a hospital or a doctor’s care.19 20 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of21 the Contractor’s plant, appliances, and methods, and for any damage or injury resulting22 from their failure, or improper maintenance, use, or operation. The Contractor shall be23 solely and completely responsible for the conditions of the project site, including safety24 for all persons and property in the performance of the work. This requirement shall apply25 continuously, and not be limited to normal working hours. The required or implied duty of26 the Engineer to conduct construction review of the Contractor’s performance does not,27 and shall not, be intended to include review and adequacy of the Contractor’s safety28 measures in, on, or near the project site.29 30 31 1-07.2 State Taxes32 33 Delete this section, including its sub-sections, in its entirety and replace it with the following:34 35 1-07.2 State Sales Tax36 (June 27, 2011 APWA GSP)37 38 The Washington State Department of Revenue has issued special rules on the State39 sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The40 Contractor should contact the Washington State Department of Revenue for answers to41 questions in this area. The Contracting Agency will not adjust its payment if the42 Contractor bases a bid on a misunderstood tax liability.43 44 The Contractor shall include all Contractor-paid taxes in the unit bid prices or other45 contract amounts. In some cases, however, state retail sales tax will not be included.46 Section 1-07.2(2) describes this exception.47 48 The Contracting Agency will pay the retained percentage (or release the Contract Bond if49 a FHWA-funded Project) only if the Contractor has obtained from the Washington State50 Department of Revenue a certificate showing that all contract-related taxes have been51 paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the52 DIVISION1 22 Contractor any amount the Contractor may owe the Washington State Department of1 Revenue, whether the amount owed relates to this contract or not. Any amount so2 deducted will be paid into the proper State fund.3 4 1-07.2(1)State Sales Tax —Rule 1715 6 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets,7 roads, etc., which are owned by a municipal corporation, or political subdivision of the8 state, or by the United States, and which are used primarily for foot or vehicular traffic.9 This includes storm or combined sewer systems within and included as a part of the10 street or road drainage system and power lines when such are part of the roadway11 lighting system. For work performed in such cases, the Contractor shall include12 Washington State Retail Sales Taxes in the various unit bid item prices, or other contract13 amounts, including those that the Contractor pays on the purchase of the materials,14 equipment, or supplies used or consumed in doing the work.15 16 1-07.2(2)State Sales Tax —Rule 17017 18 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or19 existing buildings, or other structures, upon real property. This includes, but is not20 limited to, the construction of streets, roads, highways, etc., owned by the state of21 Washington; water mains and their appurtenances; sanitary sewers and sewage22 disposal systems unless such sewers and disposal systems are within, and a part of, a23 street or road drainage system; telephone, telegraph, electrical power distribution lines,24 or other conduits or lines in or above streets or roads, unless such power lines become a25 part of a street or road lighting system; and installing or attaching of any article of26 tangible personal property in or to real property, whether or not such personal property27 becomes a part of the realty by virtue of installation.28 29 For work performed in such cases, the Contractor shall collect from the Contracting30 Agency, retail sales tax on the full contract price. The Contracting Agency will31 automatically add this sales tax to each payment to the Contractor. For this reason, the32 Contractor shall not include the retail sales tax in the unit bid item prices, or in any other33 contract amount subject to Rule 170, with the following exception.34 35 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor36 or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or37 consumable supplies not integrated into the project. Such sales taxes shall be included38 in the unit bid item prices or in any other contract amount.39 40 1-07.2(3)Services41 42 The Contractor shall not collect retail sales tax from the Contracting Agency on any43 contract wholly for professional or other services (as defined in Washington State44 Department of Revenue Rules 138 and 244).45 46 47 Load Limits48 49 Section 1-07.7 is supplemented with the following:50 51 (March 13, 1995)52 DIVISION1 23 If the sources of materials provided by the Contractor necessitates hauling over roads1 other than State Highways, the Contractor shall, at the Contractor's expense, make all2 arrangements for the use of the haul routes.3 4 Contractor's Responsibility for Work5 6 Repair of Damage7 8 Section 1-07.13(4) is revised to read:9 10 (August 6, 2001)11 The Contractor shall promptly repair all damage to either temporary or permanent12 work as directed by the Engineer. For damage qualifying for relief under Sections 1-13 07.13(1), 1-07.13(2) or 1-07.13(3), payment will be made in accordance with Section14 1-04.4. Payment will be limited to repair of damaged work only. No payment will be15 made for delay or disruption of work.16 17 Utilities and Similar Facilities18 19 Section 1-07.17 is supplemented with the following:20 21 (April 2, 2007)22 Locations and dimensions shown in the Plans for existing facilities are in accordance with23 available information obtained without uncovering, measuring, or other verification.24 25 Public and private utilities, or their Contractors, will furnish all work necessary to adjust,26 relocate, replace, or construct their facilities unless otherwise provided for in the Plans or27 these Special Provisions. Such adjustment, relocation, replacement, or construction will28 be done during the prosecution of the work for this project. It is anticipated that utility29 adjustment, relocation, replacement or construction within the project limits will be30 completed as follows:31 32 ***none ***33 34 The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer,35 all affected Subcontractors, and all utility owners and their Contractors prior to beginning36 onsite work.37 38 The following addresses and telephone numbers of utility companies or their Contractors39 that will be adjusting, relocating, replacing or constructing utilities within the project limits40 are supplied for the Contractor's use:41 42 Power43 Douglas County PUD44 1151 Valley Mall Pkwy45 East Wenatchee, WA 98802-449746 Attention:Dan Day47 Telephone: (509) 884-719148 49 Telephone50 Frontier Communications51 PO Box 13952 DIVISION1 24 Wenatchee, Washington 98801-01391 Attention:Homero Gonzalez2 Telephone: (509) 663-40673 4 Television5 Charter Communications6 145 Easy Street7 PO Box 14808 Wenatchee, Washington 988019 Attention:Justen Harkness10 Telephone: (509) 387-622911 12 Irrigation13 Wenatchee Reclamation District14 514 Easy Street15 Wenatchee WA 9880116 Attention: Russell Gilmore17 Telephone: (509) 421-170518 19 Water20 East Wenatchee Water District21 692 Eastmont Ave.22 East Wenatchee, WA 9880223 Attention: Jeff Johnston24 Telephone: (509) 884-356925 26 Sanitary Sewer27 Douglas County Sewer District28 692 Eastmont Ave.29 East Wenatchee, WA 9880230 Attention: Kurt Hosman31 Telephone: (509) 884-248432 33 Storm Sewer34 City of East Wenatchee35 271 9th Street NE36 East Wenatchee, WA 9880237 Attention:Garren Melton38 Telephone: (509) 884-182939 40 Fire41 Douglas County Fire District 242 377 Eastmont Avenue43 East Wenatchee, WA 9880244 Telephone: (509) 884-667145 46 Natural Gas47 Cascade Natural Gas48 406 Lasco Lane49 Moses Lake, WA 9833750 Attention:Andy Kunkle51 Telephone: (509) 885-295952 DIVISION1 25 1 1-07.18 Public Liability and Property Damage Insurance2 3 Delete this section in its entirety, and replace it with the following:4 5 1-07.18 Insurance6 (January 4, 2016 APWA GSP)7 8 1-07.18(1) General Requirements9 A.The Contractor shall procure and maintain the insurance described in all subsections of10 section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best11 rating of not less than A-: VII and licensed to do business in the State of Washington.12 The Contracting Agency reserves the right to approve or reject the insurance provided,13 based on the insurer’s financial condition.14 15 B.The Contractor shall keep this insurance in force without interruption from the16 commencement of the Contractor’s Work through the term of the Contract and for thirty17 (30) days after the Physical Completion date, unless otherwise indicated below.18 19 C.If any insurance policy is written on a claims made form, its retroactive date, and that of20 all subsequent renewals, shall be no later than the effective date of this Contract.The21 policy shall state that coverage is claims made, and state the retroactive date. Claims-22 made form coverage shall be maintained by the Contractor for a minimum of 36 months23 following the Completion Date or earlier termination of this Contract, and the Contractor24 shall annually provide the Contracting Agency with proof of renewal. If renewal of the25 claims made form of coverage becomes unavailable, or economically prohibitive, the26 Contractor shall purchase an extended reporting period (“tail”) or execute another form of27 guarantee acceptable to the Contracting Agency to assure financial responsibility for28 liability for services performed.29 30 D.The Contractor’s Automobile Liability, Commercial General Liability and Excess or31 Umbrella Liability insurance policies shall be primary and non-contributory insurance as32 respects the Contracting Agency’s insurance, self-insurance, or self-insured pool33 coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the34 Contracting Agency shall be excess of the Contractor’s insurance and shall not contribute35 with it.36 37 E.The Contractor shall provide the Contracting Agency and all additional insureds with38 written notice of any policy cancellation, within two business days of their receipt of such39 notice.40 41 F.The Contractor shall not begin work under the Contract until the required insurance has42 been obtained and approved by the Contracting Agency43 44 G.Failure on the part of the Contractor to maintain the insurance as required shall45 constitute a material breach of contract, upon which the Contracting Agency may, after46 giving five business days’ notice to the Contractor to correct the breach, immediately47 terminate the Contract or, at its discretion, procure or renew such insurance and pay any48 and all premiums in connection therewith, with any sums so expended to be repaid to the49 Contracting Agency on demand, or at the sole discretion of the Contracting Agency,50 offset against funds due the Contractor from the Contracting Agency.51 52 DIVISION1 26 H.All costs for insurance shall be incidental to and included in the unit or lump sum prices1 of the Contract and no additional payment will be made.2 3 1-07.18(2) Additional Insured4 All insurance policies, with the exception of Workers Compensation, and of Professional5 Liability and Builder’s Risk (if required by this Contract) shall name the following listed6 entities as additional insured(s) using the forms or endorsements required herein:7 §the Contracting Agency and its officers, elected officials, employees, agents, and8 volunteers9 §RH2 Engineering, Inc.10 11 The above-listed entities shall be additional insured(s) for the full available limits of liability12 maintained by the Contractor, irrespective of whether such limits maintained by the13 Contractor are greater than those required by this Contract, and irrespective of whether the14 Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits15 lower than those maintained by the Contractor.16 17 For Commercial General Liability insurance coverage, the required additional insured18 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing19 operations and CG 20 37 10 01 for completed operations.20 21 1-07.18(3) Subcontractors22 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage23 that complies with all applicable requirements of the Contractor-provided insurance as set24 forth herein, except the Contractor shall have sole responsibility for determining the limits of25 coverage required to be obtained by Subcontractors.26 27 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in28 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by29 that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 2030 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations.31 32 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting33 Agency evidence of insurance and copies of the additional insured endorsements of each34 Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage.35 36 1-07.18(4) Verification of Coverage37 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and38 endorsements for each policy of insurance meeting the requirements set forth herein when39 the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to40 demand such verification of coverage with these insurance requirements or failure of41 Contracting Agency to identify a deficiency from the insurance documentation provided shall42 not be construed as a waiver of Contractor’s obligation to maintain such insurance.43 44 Verification of coverage shall include:45 1.An ACORD certificate or a form determined by the Contracting Agency to be equivalent.46 2.Copies of all endorsements naming Contracting Agency and all other entities listed in47 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may48 submit a copy of any blanket additional insured clause from its policies instead of a49 separate endorsement.50 DIVISION1 27 3.Any other amendatory endorsements to show the coverage required herein.1 4.A notation of coverage enhancements on the Certificate of Insurance shall not satisfy2 these requirements –actual endorsements must be submitted.3 4 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting5 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is6 required on this Project, a full and certified copy of that policy is required when the7 Contractor delivers the signed Contract for the work.8 9 1-07.18(5) Coverages and Limits10 The insurance shall provide the minimum coverages and limits set forth below. Contractor’s11 maintenance of insurance, its scope of coverage, and limits as required herein shall not be12 construed to limit the liability of the Contractor to the coverage provided by such insurance,13 or otherwise limit the Contracting Agency’s recourse to any remedy available at law or in14 equity.15 16 All deductibles and self-insured retentions must be disclosed and are subject to approval by17 the Contracting Agency. The cost of any claim payments falling within the deductible or self-18 insured retention shall be the responsibility of the Contractor. In the event an additional19 insured incurs a liability subject to any policy’s deductibles or self-insured retention, said20 deductibles or self-insured retention shall be the responsibility of the Contractor.21 22 1-07.18(5)A Commercial General Liability23 Commercial General Liability insurance shall be written on coverage forms at least as broad24 as ISO occurrence form CG 00 01, including but not limited to liability arising from premises,25 operations, stop gap liability, independent contractors, products-completed operations,26 personal and advertising injury, and liability assumed under an insured contract. There shall27 be no exclusion for liability arising from explosion, collapse or underground property28 damage.29 30 The Commercial General Liability insurance shall be endorsed to provide a per project31 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.32 33 Contractor shall maintain Commercial General Liability Insurance arising out of the34 Contractor’s completed operations for at least three years following Substantial Completion35 of the Work.36 37 Such policy must provide the following minimum limits:38 $1,000,000 Each Occurrence39 $2,000,000 General Aggregate40 $2,000,000 Products & Completed Operations Aggregate41 $1,000,000 Personal & Advertising Injury each offence42 $1,000,000 Stop Gap / Employers’ Liability each accident43 44 1-07.18(5)B Automobile Liability45 Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be46 written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the47 transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 4848 endorsements.49 50 Such policy must provide the following minimum limit:51 DIVISION1 28 $1,000,000 Combined single limit each accident1 2 1-07.18(5)C Workers’ Compensation3 The Contractor shall comply with Workers’Compensation coverage as required by the4 Industrial Insurance laws of the State of Washington.5 6 Public Convenience and Safety7 8 Construction Under Traffic9 10 Section 1-07.23(1) is supplemented with the following:11 12 (January 2,2012)13 Work Zone Clear Zone14 The Work Zone Clear Zone (WZCZ) applies during working and nonworking15 hours. The WZCZ applies only to temporary roadside objects introduced by the16 Contractor’s operations and does not apply to preexisting conditions or17 permanent Work. Those work operations that are actively in progress shall be in18 accordance with adopted and approved Traffic Control Plans, and other contract19 requirements.20 21 During nonworking hours equipment or materials shall not be within the WZCZ22 unless they are protected by permanent guardrail or temporary concrete barrier.23 The use of temporary concrete barrier shall be permitted only if the Engineer24 approves the installation and location.25 26 During actual hours of work, unless protected as described above, only27 materials absolutely necessary to construction shall be within the WZCZ and28 only construction vehicles absolutely necessary to construction shall be allowed29 within the WZCZ or allowed to stop or park on the shoulder of the roadway.30 31 The Contractor's nonessential vehicles and employees private vehicles shall not32 be permitted to park within the WZCZ at any time unless protected as described33 above.34 35 Deviation from the above requirements shall not occur unless the Contractor36 has requested the deviation in writing and the Engineer has provided written37 approval.38 39 Minimum WZCZ distances are measured from the edge of traveled way and will40 be determined as follows:41 42 Regulatory Posted Speed Distance From Traveled Way (Feet) 35 mph or less 10 * 40 mph 15 45 to 55 mph 20 60 mph or greater 30 * or 2-feet beyond the outside edge of sidewalk43 44 DIVISION1 29 Minimum Work Zone Clear Zone Distance1 2 Add the following new section:3 1-07.23(3) Temporary Road Closures4 Closures to through traffic on 19th Street NE will not be allowed unless approved by5 the Engineer. The Contractor shall phase work to allow at least one pedestrian6 accessible route along 19th Street NE at all times.7 8 Local access to the school, individual residences and emergency vehicle access9 shall be maintained at all times. The Contractor shall maintain all necessary10 construction signs during non-working hours.11 12 The Contractor shall maintain driveway approach access to adjacent properties at all13 times. This includes temporary construction and maintenance of gravel approaches14 as well as construction of concrete curbing for driveway approaches half at a time or15 protected with steel plates and gravel (unless otherwise agreed upon by the property16 owner and Engineer) with sufficient protection and cure time between concrete pours17 as defined in the standard specifications. The Contractor shall coordinate18 construction of driveway approaches with individual property owners and provide a19 minimum of 2 business days notice prior to driveway approach construction.20 21 Road closure notices when allowed be the Engineer shall be published by the22 contractor at least one week in advance in the local newspaper.23 24 1-07.24 Rights of Way25 (July 23, 2015 APWA GSP)26 27 Delete this section and replace it with the following:28 29 Street Right of Way lines, limits of easements, and limits of construction permits are30 indicated in the Plans. The Contractor’s construction activities shall be confined within31 these limits, unless arrangements for use of private property are made.32 33 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of34 way and easements, both permanent and temporary, necessary for carrying out the35 work. Exceptions to this are noted in the Bid Documents or will be brought to the36 Contractor’s attention by a duly issued Addendum.37 38 Whenever any of the work is accomplished on or through property other than public39 Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any40 easement agreement obtained by the Contracting Agency from the owner of the private41 property. Copies of the easement agreements may be included in the Contract42 Provisions or made available to the Contractor as soon as practical after they have been43 obtained by the Engineer.44 45 Whenever easements or rights of entry have not been acquired prior to advertising,46 these areas are so noted in the Plans. The Contractor shall not proceed with any portion47 of the work in areas where right of way, easements or rights of entry have not been48 acquired until the Engineer certifies to the Contractor that the right of way or easement is49 available or that the right of entry has been received. If the Contractor is delayed due to50 DIVISION1 30 acts of omission on the part of the Contracting Agency in obtaining easements, rights of1 entry or right of way, the Contractor will be entitled to an extension of time. The2 Contractor agrees that such delay shall not be a breach of contract.3 4 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This5 includes entry onto easements and private property where private improvements must6 be adjusted.7 8 The Contractor shall be responsible for providing, without expense or liability to the9 Contracting Agency, any additional land and access thereto that the Contractor may10 desire for temporary construction facilities, storage of materials, or other Contractor11 needs. However, before using any private property, whether adjoining the work or not,12 the Contractor shall file with the Engineer a written permission of the private property13 owner, and, upon vacating the premises, a written release from the property owner of14 each property disturbed or otherwise interfered with by reasons of construction pursued15 under this contract. The statement shall be signed by the private property owner, or16 proper authority acting for the owner of the private property affected, stating that17 permission has been granted to use the property and all necessary permits have been18 obtained or, in the case of a release, that the restoration of the property has been19 satisfactorily accomplished. The statement shall include the parcel number, address,20 and date of signature. Written releases must be filed with the Engineer before the21 Completion Date will be established.22 23 1-08 PROSECUTION AND PROGRESS24 25 Add the following new section:26 27 1-08.0 Preliminary Matters28 (May 25, 2006 APWA GSP)29 30 Add the following new section:31 32 1-08.0(1)Preconstruction Conference33 (October 10, 2008 APWA GSP)34 35 Prior to the Contractor beginning the work, a preconstruction conference will be held36 between the Contractor, the Engineer and such other interested parties as may be37 invited. The purpose of the preconstruction conference will be:38 1.To review the initial progress schedule;39 2.To establish a working understanding among the various parties associated or40 affected by the work;41 3.To establish and review procedures for progress payment, notifications, approvals,42 submittals, etc.;43 4.To establish normal working hours for the work;44 5.To review safety standards and traffic control; and45 6.To discuss such other related items as may be pertinent to the work.46 47 The Contractor shall prepare and submit at the preconstruction conference the following:48 DIVISION1 31 1.A breakdown of all lump sum items;1 2.A preliminary schedule of working drawing submittals; and2 3.A list of material sources for approval if applicable.3 4 Add the following new section:5 6 1-08.0(2) Hours of Work7 (December 8, 2014 APWA GSP)8 9 Except in the case of emergency or unless otherwise approved by the Engineer, the10 normal working hours for the Contract shall be any consecutive 8-hour period between11 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the12 Contractor desires different than the normal working hours stated above, the request13 must be submitted in writing prior to the preconstruction conference, subject to the14 provisions below. The working hours for the Contract shall be established at or prior to15 the preconstruction conference.16 17 All working hours and days are also subject to local permit and ordinance conditions (such18 as noise ordinances).19 20 If the Contractor wishes to deviate from the established working hours, the Contractor21 shall submit a written request to the Engineer for consideration. This request shall state22 what hours are being requested, and why. Requests shall be submitted for review no23 later than 7 calendars prior to the day(s)the Contractor is requesting to change the24 hours.25 26 If the Contracting Agency approves such a deviation, such approval may be subject to27 certain other conditions, which will be detailed in writing. For example:28 1.On non-Federal aid projects, requiring the Contractor to reimburse the29 Contracting Agency for the costs in excess of straight-time costs for Contracting30 Agency representatives who worked during such times. (The Engineer may31 require designated representatives to be present during the work.32 Representatives who may be deemed necessary by the Engineer include, but are33 not limited to: survey crews; personnel from the Contracting Agency’s material34 testing lab; inspectors; and other Contracting Agency employees or third party35 consultants when, in the opinion of the Engineer, such work necessitates their36 presence.)37 2.Considering the work performed on Saturdays, Sundays, and holidays as working38 days with regard to the contract time.39 3.Considering multiple work shifts as multiple working days with respect to contract40 time even though the multiple shifts occur in a single 24-hour period.41 4.If a 4-10 work schedule is requested and approved the non working day for the42 week will be charged as a working day.43 5.If Davis Bacon wage rates apply to this Contract, all requirements must be met44 and recorded properly on certified payroll45 46 DIVISION1 32 1-08.4 Prosecution of Work1 2 Delete this section and replace it with the following:3 4 1-08.4 Notice to Proceed and Prosecution of Work5 6 Notice to Proceed will be given after the contract has been executed and the contract7 bond and evidence of insurance have been approved and filed by the Contracting8 Agency. The Contractor shall not commence with the work until the Notice to Proceed9 has been given by the Engineer. The Contractor shall commence construction activities10 on the project site within five days of the Notice to Proceed Date, unless otherwise11 approved in writing. The Contractor shall diligently pursue the work to the physical12 completion date within the time specified in the contract.13 14 The Contractor in selecting a source of asphalt material must take into consideration the15 timing of the project and select a source appropriately to complete the work. If asphalt16 plants within a 100-mile driving distance of the project are in operation,it is expected the17 Contractor can complete the project paving.18 19 The Contractor shall work whatever hours/days are necessary to complete the work prior20 to the upcoming winter. Should a winter shutdown be necessary, all costs associated with21 items necessary for a winter shutdown shall be borne by the Contractor. Prior to issuance22 of a winter shutdown, the work zone shall be left in a condition conducive to winter23 maintenance operation including placing and maintaining temporary cold mix asphalt, if24 permanent HMA is not in place.25 26 Voluntary shutdown or slowing of operations by the Contractor shall not relieve the27 Contractor of the responsibility to complete the work within the time(s) specified in the28 contract.29 30 Time for Completion31 32 Section 1-08.5 is supplemented with the following:33 34 (March 13, 1995)35 This project shall be physically completed within ***15 *** working days.36 37 1-08.5 Time for Completion38 (November 30, 2018 APWA GSP, Option B)39 40 Revise the third and fourth paragraphs to read:41 42 Contract time shall begin on the first working day following the Notice to Proceed date.If43 the Contractor starts work on the project at an earlier date, then contract time shall begin44 on the first working day when onsite work begins.45 46 Each working day shall be charged to the contract as it occurs, until the contract work is47 physically complete. If substantial completion has been granted and all the authorized48 working days have been used, charging of working days will cease. Each week the49 Engineer will provide the Contractor a statement that shows the number of working days:50 (1) charged to the contract the week before; (2) specified for the physical completion of51 the contract; and (3) remaining for the physical completion of the contract. The statement52 DIVISION1 33 will also show the nonworking days and any partial or whole day the Engineer declares1 as unworkable. Within 10 calendar days after the date of each statement, the Contractor2 shall file a written protest of any alleged discrepancies in it. To be considered by the3 Engineer, the protest shall be in sufficient detail to enable the Engineer to ascertain the4 basis and amount of time disputed. By not filing such detailed protest in that period, the5 Contractor shall be deemed as having accepted the statement as correct.If the6 Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and7 the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a8 working day, then the fifth day of that week will be charged as a working day whether or9 not the Contractor works on that day.10 11 Revise the sixth paragraph to read:12 13 The Engineer will give the Contractor written notice of the completion date of the contract14 after all the Contractor’s obligations under the contract have been performed by the15 Contractor. The following events must occur before the Completion Date can be16 established:17 1.The physical work on the project must be complete; and18 2.The Contractor must furnish all documentation required by the contract and required19 by law, to allow the Contracting Agency to process final acceptance of the contract.20 The following documents must be received by the Project Engineer prior to21 establishing a completion date:22 a.Certified Payrolls (per Section 1-07.9(5)).23 b.Material Acceptance Certification Documents24 c.Monthly Reports of Amounts Credited as DBE Participation, as required by the25 Contract Provisions.26 d.Final Contract Voucher Certification27 e.Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor28 and all Subcontractors29 f.A copy of the Notice of Termination sent to the Washington State Department of30 Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the31 Notice of Termination by Ecology; and no rejection of the Notice of Termination32 by Ecology. This requirement will not apply if the Construction Stormwater33 General Permit is transferred back to the Contracting Agency in accordance with34 Section 8-01.3(16).35 g.Property owner releases per Section 1-07.2436 37 1-08.9 Liquidated Damages38 (August 14, 2013 APWA GSP)39 40 Revise the fourth paragraph to read:41 42 When the Contract Work has progressed to Substantial Completion as defined in the43 Contract, the Engineer may determine that the work is Substantially Complete. The44 Engineer will notify the Contractor in writing of the Substantial Completion Date. For45 overruns in Contract time occurring after the date so established, the formula for46 liquidated damages shown above will not apply. For overruns in Contract time occurring47 after the Substantial Completion Date, liquidated damages shall be assessed on the48 basis of direct engineering and related costs assignable to the project until the actual49 Physical Completion Date of all the Contract Work. The Contractor shall complete the50 DIVISION1 34 remaining Work as promptly as possible. Upon request by the Project Engineer, the1 Contractor shall furnish a written schedule for completing the physical Work on the2 Contract.3 4 Measurement and Payment5 6 Weighing Equipment7 8 1-09.2(1)General Requirements for Weighing Equipment9 (July 23, 2015 APWA GSP, Option 2)10 11 Revise item 4 of the fifth paragraph to read:12 13 4.Test results and scale weight records for each day’s hauling operations are provided14 to the Engineer daily. Reporting shall utilize WSDOT form 422-027, Scaleman’s15 Daily Report,unless the printed ticket contains the same information that is on the16 Scaleman’s Daily Report Form. The scale operator must provide AM and/or PM tare17 weights for each truck on the printed ticket.18 19 1-09.6 Force Account20 (October 10, 2008 APWA GSP)21 22 Supplement this section with the following:23 24 The Contracting Agency has estimated and included in the Proposal, dollar amounts for25 all items to be paid per force account, only to provide a common proposal for Bidders. All26 such dollar amounts are to become a part of Contractor's total bid. However, the27 Contracting Agency does not warrant expressly or by implication, that the actual amount28 of work will correspond with those estimates. Payment will be made on the basis of the29 amount of work actually authorized by Engineer.30 31 Payments32 33 Section 1-09.9 is supplemented with the following:34 35 (March 13, 1995)36 The quantity of the following items to be paid for on this project shall be the quantity shown37 in the Proposal, unless changes are made in accordance with Section 1-04.4 which affect38 this quantity. The quantity shown in the Proposal will be adjusted by the amount of the39 change and will be paid for as specified in Section 1-04.4.40 41 ***Roadway Excavation Incl. Haul42 Embankment Compaction ***43 44 The quantities in the Proposal are listed only for the convenience of the Contractor in45 determining the volume of work involved and are not guaranteed to be accurate. The46 prospective bidders shall verify these quantities before submitting a bid. No adjustments47 other than for approved changes will be made in the quantity even though the actual48 quantities required may deviate from those listed.49 50 The unit contract price for these items shall be full pay to construct and complete this51 portion of the work.52 DIVISION1 35 1 1-09.9 Payments2 (March 13,2012 APWA GSP)3 4 Delete the first four paragraphs and replace them with the following:5 6 The basis of payment will be the actual quantities of Work performed according to the7 Contract and as specified for payment.8 9 The Contractor shall submit a breakdown of the cost of lump sum bid items at the10 Preconstruction Conference, to enable the Project Engineer to determine the Work11 performed on a monthly basis. A breakdown is not required for lump sum items that12 include a basis for incremental payments as part of the respective Specification. Absent13 a lump sum breakdown, the Project Engineer will make a determination based on14 information available. The Project Engineer’s determination of the cost of work shall be15 final.16 17 Progress payments for completed work and material on hand will be based upon18 progress estimates prepared by the Engineer. A progress estimate cutoff date will be19 established at the preconstruction conference.20 21 The initial progress estimate will be made not later than 30 days after the Contractor22 commences the work, and successive progress estimates will be made every month23 thereafter until the Completion Date. Progress estimates made during progress of the24 work are tentative, and made only for the purpose of determining progress payments.25 The progress estimates are subject to change at any time prior to the calculation of the26 final payment.27 28 The value of the progress estimate will be the sum of the following:29 1.Unit Price Items in the Bid Form —the approximate quantity of acceptable units of30 work completed multiplied by the unit price.31 2.Lump Sum Items in the Bid Form —based on the approved Contractor’s lump sum32 breakdown for that item, or absent such a breakdown, based on the Engineer’s33 determination.34 3.Materials on Hand —100 percent of invoiced cost of material delivered to Job site35 or other storage area approved by the Engineer.36 4.Change Orders —entitlement for approved extra cost or completed extra work as37 determined by the Engineer.38 39 Progress payments will be made in accordance with the progress estimate less:40 1.Retainage per Section 1-09.9(1), on non FHWA-funded projects;41 2.The amount of progress payments previously made; and42 3.Funds withheld by the Contracting Agency for disbursement in accordance with the43 Contract Documents.44 45 Progress payments for work performed shall not be evidence of acceptable performance46 or an admission by the Contracting Agency that any work has been satisfactorily47 DIVISION1 36 completed. The determination of payments under the contract will be final in accordance1 with Section 1-05.1.2 3 1-09.11(3)Time Limitation and Jurisdiction4 (November 30, 2018 APWA GSP)5 6 Revise this section to read:7 8 For the convenience of the parties to the Contract it is mutually agreed by the parties that9 any claims or causes of action which the Contractor has against the Contracting Agency10 arising from the Contract shall be brought within 180 calendar days from the date of final11 acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further12 agreed that any such claims or causes of action shall be brought only in the Superior Court13 of the county where the Contracting Agency headquarters is located, provided that where14 an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction.15 The parties understand and agree that the Contractor’s failure to bring suit within the time16 period provided, shall be a complete bar to any such claims or causes of action. It is further17 mutually agreed by the parties that when any claims or causes of action which the18 Contractor asserts against the Contracting Agency arising from the Contract are filed with19 the Contracting Agency or initiated in court, the Contractor shall permit the Contracting20 Agency to have timely access to any records deemed necessary by the Contracting21 Agency to assist in evaluating the claims or action.22 23 1-09.13(3)Claims $250,000 or Less24 (October 1, 2005 APWA GSP)25 26 Delete this section and replace it with the following:27 28 The Contractor and the Contracting Agency mutually agree that those claims that total29 $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by30 nonbinding ADR processes, shall be resolved through litigation unless the parties mutually31 agree in writing to resolve the claim through binding arbitration.32 33 1-09.13(3)A Administration of Arbitration34 (November 30, 2018 APWA GSP)35 36 Revise the third paragraph to read:37 38 The Contracting Agency and the Contractor mutually agree to be bound by the decision of39 the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in40 the Superior Court of the county in which the Contracting Agency’s headquarters is41 located, provided that where claims subject to arbitration are asserted against a county,42 RCW 36.01.050 shall control venue and jurisdiction of the Superior Court. The decision of43 the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall44 use the Contract as a basis for decisions.45 46 1-09.14 Attorney Fees47 48 Revise this section with the following:49 50 In the event any action is filed in connection with the Contract, each party shall bear its51 own attorney fees and costs incurred herein.52 DIVISION1 37 1 Temporary Traffic Control2 3 Traffic Control Management4 5 Section 1-10.2(1) is supplemented with the following:6 7 (January 3, 2017)8 Only training with WSDOT TCS card and WSDOT training curriculum is recognized9 in the State of Washington. The Traffic Control Supervisor shall be certified by one10 of the following:11 12 The Northwest Laborers-Employers Training Trust13 27055 Ohio Ave.14 Kingston,WA 9834615 (360) 297-303516 17 Evergreen Safety Council18 12545 135th Ave. NE19 Kirkland, WA 98034-870920 1-800-521-077821 22 The American Traffic Safety Services Association23 15 Riverside Parkway, Suite 10024 Fredericksburg, Virginia 22406-102225 Training Dept. Toll Free (877) 642-463726 Phone: (540) 368-170127 28 1-10.2(1)B Traffic Control Supervisor29 The last paragraph is revised to read:30 The TCS may perform the Work described in Section 1-10.3(1)A Flaggers or in31 Section 1-10.3(1)B Other Traffic Control Labor, however, all compensation shall be32 included in the lump sum bid price for Traffic Control Supervisor. If TCS duties are33 not be performed to the satisfaction of the Engineer, this provision will be revoked.34 35 Traffic Control Labor, Procedures and Devices36 1-10.3(1)B Other Traffic Control Labor37 This section is supplemented with the following:38 Personnel needed to ensure construction equipment is operating without39 encroaching into traveled ways and/or needed to guide construction equipment40 through the workzone shall be incidental to the project.41 42 Measurement43 44 Section 1-10.4(1) is supplemented with the following:45 46 (August 2, 2004)47 The proposal contains the item “Project Temporary Traffic Control”,lump sum. The48 provisions of Section 1-10.4(1) shall apply.49 END DIVISION 150 DIVISION2 1 Division 21 Earthwork2 3 4 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS5 2-02.3 Construction Requirements6 Section 2-02.3 is supplemented with the following:7 8 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters9 Item 1 of Section 2-02.3(3) is replaced with the following:10 Arrange to dispose of waste at no expense to the Contracting Agency and any such11 disposal shall meet the requirement of section 2-03.3(7)C of the Standard Specifications.12 13 Section 2-02.3(3) is supplemented with the following:14 The approximate thickness of the asphalt pavement to be removed is ***4*** inches.15 16 2-02.5 Payment17 Section 2-02.5 is SUPPLEMENTED this section with the following.18 All costs associated with additional sawcutting, removal, breaking up, and hauling asphalt19 and concrete shall be included in the unit price for “Roadway Excavation Incl. Haul”.20 21 Roadway Excavation and Embankment22 23 2-03.1 Description24 Section 2-03.1 is SUPPLEMENTED with the following:25 The work shall include excavation and embankment necessary to construct temporary26 driveway accesses for all residences and businesses and shall include sawcutting and27 removal of existing pavement as shown in the plans.28 29 Measurement30 31 Section 2-03.4 is supplemented with the following:32 33 (March 13, 1995)34 Only one determination of the original ground elevation will be made on this project.35 Measurement for roadway excavation and embankment will be based on the original36 ground elevations recorded previous to the award of this contract.37 38 If discrepancies are discovered in the ground elevations which will materially affect the39 quantities of earthwork, the original computations of earthwork quantities will be adjusted40 accordingly.41 42 Earthwork quantities will be computed, either manually or by means of electronic data43 processing equipment, by use of the average end area method or by the finite element44 analysis method utilizing digital terrain modeling techniques.45 46 Copies of the ground cross-section notes will be available for the bidder's inspection,47 before the opening of bids, at the Engineer's office and at the Region office.48 49 DIVISION2 2 Upon award of the contract, copies of the original ground cross-sections will be furnished1 to the successful bidder on request to the Engineer.2 3 2-03.5 Payment4 Section 2-03.5 is SUPPLEMENTED with the following:5 All costs associated with removal, breaking up, and hauling asphalt and concrete shall be6 included in the unit price for “Roadway Excavation Incl. Haul”.7 8 All costs in connection with the preparation of waste sites and waste deposits shall be9 included in the unit contract price for Roadway Excavation Incl. Haul.10 11 2-07.1 Description12 SUPPLEMENT this section with the following.13 The Contractor shall take special precautions to control dust at all times throughout the14 entire project. This also includes watering on weekends and holidays. Watering, or other15 approved dust control measures will be required whenever dust conditions are present16 on the roadway, on adjacent streets when dust results from construction activities, and17 on cut and fill slopes as determined by the Engineer. The contractor shall obtain his own18 source of water at his expense.No separate payment will be made for dust control.19 20 2-07.2 Watering for Compaction21 This is a NEW section.22 Contractor shall provide watering as necessary to achieve optimal moisture content for23 compaction. Cost for watering shall be incidental to the contract. The Contractor shall24 coordinate with the water purveyor to provide a meter setup for construction water, if a25 source is available. The maximum flow rate allowed from this meter may be restricted at26 the purveyor’s discretion. The Contractor is responsible for protection of the meter27 assembly from theft, vandalism, damage, and freezing.28 29 2-07.5 Payment30 Section 2-07.5 is supplemented with the following:31 All costs for watering shall be included in the other Contract pay items. Water for force32 account work shall only be included as it applies to the specific force account item (i.e.33 compaction). Water for dust control shall NOT be included as a force account item.34 35 Structure Excavation36 37 2-09.3(3)C Preparation for Placing Foundations38 This section is SUPPLEMENTED with the following:39 For precast structures, excavation shall extend a minimum of 6-inches below the structure40 base, backfilled with a leveling course of compacted crushed surfacing under the41 structure. Price for crushed surfacing for foundation is incidental, no separate payment42 will be made.43 44 2-09.4 Measurement45 The third paragraph currently reads:46 For all pipes, . . ., the Structure excavation quantity will be calculated based on the47 following trench widths:48 . . .49 For pipes 15-inches and under, trench width = I.D. + 30-inches.50 For pipes 18-inches and over, trench width = (1.5 x I.D.) + 18-inches.51 . . .52 DIVISION2 3 The paragraph is REPLACED with the following:1 Measurement for pay items related to trench width below subgrade (including removal2 and replacement of unsuitable material; trench backfill, import bedding, rock excavation;3 etc.) shall not exceed the following maximum widths:4 For pipes smaller than 4-inches, = 36-inches.5 For pipes 4-inches and larger, = pipe O.D. + 36 inches when no shoring or speed6 shoring is used, or pipe O.D. + 48 inches when box shoring is used.7 If not specified otherwise elsewhere, the measurement for pay items related to the trench8 width from subgrade to the surface (including crushed surfacing; commercial HMA; paint9 restoration; etc.) shall not exceed the trench width described above + 24 inches.10 11 2-09.4 Measurement12 Section 2-09.4 is supplemented with the following:13 No specific unit of measurement shall apply to the lump sum item “Shoring or Extra14 Excavation Class B.”15 16 2-09.5 Payment17 Section 2-09.5 is supplemented with the following:18 “Structure Excavation Class B”19 All costs for Structure Excavation Class B shall be included in the unit contract price for20 the various drainage and utility items included in the contract.21 22 “Shoring or Extra Excavation Class B”,lump sum.23 The lump sum cost for “Shoring or Extra Excavation Class B”shall be full pay to provide24 shoring or extra excavation for the drainage items.25 END DIVISION 226 DIVISION7 1 Division 71 Drainage Structures, Storm Sewers, Sanitary2 Sewers, Water Mains, and Conduits3 4 7-04 STORM SEWERS5 7-04.3 Construction Requirements6 Section 7-04.3 is SUPPLEMENTED with the following:7 The Contractor shall be responsible for keeping the existing storm sewer system8 operational and maintaining drainage control of the project area at all times during9 construction of the improvements. The Contractor shall be responsible for preventing10 sediment-laden water from entering the existing and new storm sewer system. All11 equipment, labor,materials to complete this work shall be incidental to the project.12 13 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS14 7-05.2 Materials15 This section is SUPPLEMENTED with the following:16 Contractor shall verify required knock outs prior to delivering new catch basins.17 18 7-05.3 Construction Requirements19 20 7-05.3(3) Connection to Existing Manholes21 Section 7-05.3(3) is SUPPLEMENTED with the following:22 The work shall also include connection of new storm pipe to existing catch basins as23 identified in the plans. The Contractor shall provide and install all fittings, couplings,24 and appurtenances necessary to connect existing structures and provide core holes25 and grouting necessary for a complete system.26 27 7-05.5 Payment28 This section is SUPPLEMENTED with the following:29 Combination inlet, per each, shall include all costs for a Type 1 Catch Basin and30 combination inlet frame and grate per Standard Plan B-25.20-02.31 32 33 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS34 7-08.3 Construction Requirements35 This section is SUPPLEMENTED with the following:36 Provide pipe, fittings and appurtenances necessary to make all piping systems complete,37 tested, and ready for operation as specified herein and as shown on the Contract38 Drawings. Some fittings that are necessary for proper piping system installation and39 operation may not have been shown. Provide fittings and appurtenances as necessary,40 whether shown or not shown on the Contract Drawings, to complete all piping systems.41 42 Storm pipe is shown installed deflected per standard manufacturer allowances.43 Contractor is required to select products capable of following the minimum radius bends44 as shown in the plans and install in the locations shown. If additional fittings are required45 and Contractor is unable to follow the alignment on the plans, the additional work and46 fittings required will be at the Contractor’s expense.47 48 DIVISION7 2 Existing surface improvements shall be restored to a condition equal or better than that1 prior to construction.2 3 The Contractor shall patch all trenches installed within the existing pavement with4 Commercial Hot Mix Asphalt to the depth as shown in the plans.5 6 7-08.3(1) Excavation and Preparation of Trench7 Section 7-08.3(1) is supplemented with the following:8 9 Dispose of debris resulting from the clearing and grubbing in accordance with the terms10 of all applicable permits.11 12 Boulders, rocks, roots and other obstructions shall be entirely removed or cut out to the13 width of the trench and to a depth at least 4 inches below the bottom of the pipe to provide14 adequate bedding. The trench shall be kept free from water until complete.Surface water,15 nuisance flows, and stormwater runoff shall be diverted so as not to enter the trench.16 Maintain necessary pumping equipment on the job to ensure that these provisions are17 carried out.18 19 Where material is removed from below subgrade, the trench shall be backfilled to grade20 with material satisfactory to the Engineer and thoroughly compacted to 95% of21 maximum dry density within +/-2% of optimum moisture content as defined by ASTM22 D1557. Compaction testing shall be performed, at a minimum of one (1) per 500 linear23 feet of trench per 2 feet of backfill and not less than one (1) per day’s work when backfilling24 operations are under way unless approved by the Engineer.25 26 Trenching operation shall not proceed more than 200 feet in advance of pipe laying without27 written approval of the Owner. When trenching operations cut through asphalt/concrete28 pavement, the pavement shall be saw cut, and removed to a solid edge along the width of29 the trench as approved by the Inspector.30 31 The Contractor shall be responsible for meeting current Labor and Industry Trench and32 Shoring Protection and Washington State Safety Standards.33 34 7-08.3(1)A Trenches35 This section is SUPPLEMENTED with the following:36 To reduce the need to restore the same areas multiple times, removal of existing surface37 improvements in advance of trenching shall be kept to a minimum. No extra payment will38 be made for any duplicated work performed more than 20 feet in advance of pipelaying.39 If there is excess of acceptable material obtained from trench excavation at one location40 on the project, it shall be used at other locations (if approved by the Engineer) or disposed41 of. The cost of transporting and wasting this material is incidental to the project.42 43 All excavation required for utility installation, including removal of asphalt and concrete,44 shall be included in the costs of the utility bid item. Dispose the asphalt, concrete, and45 other waste at no expense to the Contracting Agency.46 47 7-08.3(1)C Bedding the Pipe48 This section is SUPPLEMENTED with the following:49 Excess excavated material that is acceptable for bedding must be stockpiled for use on50 other portions of the project where local native material is not suitable.51 52 DIVISION7 3 Pipe bedding shall be tested for compaction at intervals subject to the discretion of the1 Engineer. Use the following procedure to test bedding compaction:2 ·Place bedding in a trench or pit without pipe3 ·Place in layers and compact using the same methods as pipelaying.4 ·Test bedding at each 12-inch depth placed until top layer matches pipe installation5 bedding level.6 ·Adjust methods until compaction requirements are met. Install bedding in utility7 trench using these methods.8 9 7-08.3(1)F Handling of Pipe10 This section is NEW:11 Pipe, materials, and accessories shall be new, unused, and undamaged at the time of12 installation. Pipe shall be handled in such a manner so as to ensure delivery to the trench13 in sound, undamaged condition. Pipes shall not be dropped, dragged, skidded,or rolled14 against any other pipe. Care shall be taken to prevent damage to any pipe markings.15 No other pipe or material of any kind shall be placed inside the pipe or fitting.16 17 Damaged, out-of-round, or sun-bleached pipe shall be rejected and immediately removed18 from the jobsite by the Contractor and shall not be used on the project as part of the Work.19 Unless otherwise approved by the Engineer, the same manufacturer of each item shall20 be used.21 22 Dirt and other foreign material shall be prevented from entering the pipe or fittings during23 handling or laying operations. During times when pipes are not being laid, stockpiled pipe24 will be covered with end caps, plugged with water tight fittings, or otherwise enclosed by25 a method approved by the Engineer. Prior to installation, the interior of the pipe shall be26 thoroughly cleaned of dirt or foreign matter before being lowered into the trench.27 28 7-08.3(2)B Pipe Laying -General29 This section is SUPPLEMENTED with the following:30 Keep openings in pipe closed during the progress of work. Install plugs to prevent water31 and debris from entering pipe. No payment will be made to clean pipes.32 33 7-08.3(3) Backfilling34 This section is SUPPLEMENTED with the following:35 Equipment mounted compactors (hoe-pack, sheepsfoot, vibratory rollers, etc.) shall not36 be used within 12-inches directly above the pipe.37 Perform backfilling only after inspection and approval of the installed pipe. Backfill38 material shall be carefully placed in strict accordance with this section of the Standard39 Specifications. The use of native material for backfill shall obtain approval from the40 Engineer prior to backfilling.41 42 If there is excess of trench backfill material obtained from trench excavation at one43 location on the project, it shall be used at other locations (if approved by the Engineer) or44 disposed of. The cost of transporting and wasting this material shall be considered45 incidental to the project.46 47 Import of select borrow to replace excavated material that is not suitable for backfill shall48 be incidental to the project.49 50 DIVISION7 4 1 7-08.4 Measurement2 Paragraph 3 is REPLACED with the following:3 Excavation of trench is included in the unit price for the utility.4 5 Potholing is incidental to the utility unit price, no separate measurement.6 7 7-08.5 Payment8 This section is SUPPLEMENTED with the following:9 “Pothole”10 All costs associated with potholing existing utilities shall be included in the unit contract11 price for other utility items, no separate payment. Any crossing utilities shown on the12 plans shall be potholed with the cost incidental to the project and included in the utility13 unit prices. Additional potholing directed by the Owner will be paid by force account.14 15 “Unknown Utility Repair”by force account as provided in Section 1-09.6.16 Payment to repair unlocated utilities damaged during construction shall be paid for17 under “Unknown Utility Repair.”To provide a common proposal for all bidders, the18 Contracting Agency has entered an amount in the proposal to become a part of the19 Contractor’s total bid.20 21 Costs for tracer wire and locating tape is included in the unit prices for the utility items.22 No separate payment.23 24 “Gravel Backfill for Pipe Zone Bedding”25 All costs for Gravel Backfill for Pipe Zone Bedding are included in the unit contract26 price for the various utility items in this contract. No separate payment.27 28 For the purposes of bidding, it is assumed native material will not be satisfactory for29 bedding and import bedding will be required.30 31 “Structure Excavation Class B”32 All costs for Structure Excavation Class B and Structure Excavation Class B Incl. Haul33 shall be included in the unit contract price for the various bid items included in this34 contract. No separate payment.35 36 “Shoring or Extra Excavation Class B”,lump sum.37 Quantity of shoring or extra excavation required shall be determined by the contractor.38 39 DIVISION8 1 Division 81 Miscellaneous Construction2 3 4 Curbs, Gutters, and Spillways5 6 8-04.3 Construction Requirements7 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways8 Section 8-04.3(1) is SUPPLEMENTED with the following:9 Catch basin gutter pans shall be constructed per Standard Plan F-10.16-00 Cement10 Concrete Curb and Gutter Pan. All costs for providing the widened area of gutter11 pan shall be included in the curb and gutter bid item.12 13 8-04.5 Payment14 Section 8-04.5 is SUPPLEMENTED with the following:15 The unit contract price for “Cement Conc. Curb and Gutter”and “Roundabout Truck Apron16 Cem. Conc. Curb and Gutter”shall be full pay for all costs necessary to provide the17 widened gutter pan at catch basins, curb cuts, and aprons as shown in the Plans.18 19 The unit contract price for “Cement Conc. Curb and Gutter”shall be full pay for the20 transitions to and from “Roundabout Truck Apron Cem. Conc. Curb and Gutter”and the21 limits of payment for each are defined on the plans.22 23 All costs for adjustment of forms and string lines as required to ensure proper drainage24 shall be included in the unit contract price for “Cement Conc. Curb and Gutter”and25 “Roundabout Truck Apron Cem. Conc. Curb and Gutter”.26 27 8-05 Quality of Workmanship (New Section)28 Cast-in-place concrete29 This section shall apply to all cast-in-place concrete. Unless otherwise approved by the30 Engineer, the Contractor shall have all forms and string lines set at least 24 hours before31 any concrete pour. Staking shall include all curb cuts, driveways, and other features32 shown in the Plans as well as allowing time for the Engineer to check locations, lines, and33 grades. The Contractor shall adjust forms and string lines to ensure proper drainage and34 ADA compliance. The Engineer’s inspection of the forms, string lines, and stakes shall35 not be considered acceptance of the work.36 37 If after construction, any section of curb or gutter fails to drain, these items shall be38 removed and replaced at the Contractor’s expense.39 40 The following criteria will be the basis by which the concrete curb and gutter is measured41 against:42 43 1.Curb and gutter shall be placed to the horizontal and vertical position as indicated44 in the Plans or as otherwise specified. Where elevations are not provided, the45 Contractor shall match the existing cross slope as projected with a 10-foot straight46 edge.47 2.The completed surface of the curb and gutter shall not vary more than 1/8-inch48 from the edge of a 10-foot straightedge placed on any surface parallel to centerline.49 DIVISION8 2 3.Curb widths and heights (regardless of curb type) shall not vary by more than 1/8-1 inch of planned dimensions.2 4.No bulges and/or indentations shall be visible from placement of expansion joints.3 5.The completed surface of the concrete shall be uniform and free of blemishes from4 floats, trowels, rain drops, curing compound, etc.5 6.All joints shall be perpendicular to the centerline of the roadway.6 7.All broomed curb and gutter surfaces shall be parallel to the centerline of the7 roadway.8 Should any section of curb and gutter fail to adhere to the established standards, that9 section of concrete shall be removed to the nearest expansion joint and replaced at the10 Contractor’s expense. At the option of the Engineer, sub-standard curb and gutter may11 be left in place but is subject to a penalty fee of 20% of the unit bid price or the applicable12 item(s). Should the Contractor not be able to adhere to the established standards, the13 Contractor shall make proper modifications to such items as equipment, methods,14 personnel, etc. to correct the situation. Time spent for removal and replacement of15 substandard concrete shall not be grounds for additional contract time and/or16 compensation.17 18 The Contractor shall be responsible to barricade, patrol, or otherwise protect the newly19 placed concrete to prevent damage from occurring to the concrete. Damaged, vandalized20 or unsightly concrete shall be removed and replaced at the expense of the Contractor.21 22 All costs for completing the work listed in this section shall be included in the unit bid23 prices of the applicable items.24 25 26 27 END DIVISION 828 DIVISION9 1 Division 91 Materials2 3 (September 3, 2019)4 Standard Plans5 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-6 01 transmitted under Publications Transmittal No. PT 16-048, effective September 3, 2019 is7 made a part of this contract.8 9 The Standard Plans are revised as follows:10 11 A-50.1012 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-14a is revised to C-70.1013 14 A-50.2015 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-14a is revised to C-70.1016 17 A-50.3018 Sheet 2 of 2, Plan (top), reference C-14a is revised to C-70.119 20 B-10.6021 DELETED22 23 B-82.2024 DELETED25 26 B-90.4027 Valve Detail –DELETED28 29 C-130 Delete Note 1.31 32 Revise Note 2 to read “Remove all rail washers, also called “Snow Load Rail Washers”,33 when encountered during raising beam guardrail work and the guardrail raising work34 requires removal of the rail.35 36 Re-number all notes.37 38 C-4b39 DELETED40 41 C-4e42 DELETED43 44 C-8a45 Delete “Section A-A, Type 4 Detail46 47 C-20.1148 Delete Notes 1 & 2. Re-Number all notes.49 Delete “Snow Load Post Washer”and “Snow Load Rail Washer”details.50 51 DIVISION9 2 C-22.141 DELETED2 3 C-22.164 Note 3, formula, was:“Elevation G = (Elevation S –D x (0.1) +31”is revised to read:5 “Elevation G = (Elevation S –D x (0.1) +31/12”6 7 C-40.148 DELETED9 10 C-70.1011 Sheet 1, Note 1 was -“1.PERMANENT INSTALLATION requirements: Embed barrier 3”12 (in) minimum;…”is revised to read:“1.Installation requirements: Embed barrier 3”(in)13 minimum in asphalt or concrete; embed barrier 10”(in) minimum in soil;…”14 15 Sheet 1, existing Notes 2 and 4 are deleted. Existing Note 3 is renumbered to Note 2.16 17 Sheet 1, add new Note 3,“3.See Sheet 2 for barrier with a 2’-10”reveal installed in18 asphalt or concrete. See Sheet 3 for barrier with a 3’-6”reveal installed in asphalt or19 concrete.”20 21 Sheet 2, the detail titled “3’–6”BARRIER FOR USE WITH A 0”(IN) TO 5”(IN) MAX.22 GRADE SEPARATION”has the following changes:23 1. The detail title is changed to “3’–6”BARRIER FOR USE WITH A 0”(IN) TO 4”(IN)24 MAX. GRADE SEPARATION”.25 2. The callout “GRADE SEPARATION--5”MAX.”is changed to “GRADE SEPARATION--26 4”MAX.”27 28 C-85.1129 Add new Note 3 “3.Contact the HQ Bridge traffic barrier specialist before using this barrier30 placement plan for projects involving new or reconstructed bridges.”31 32 C-90.1033 DELETED34 35 D-10.1036 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic37 barriers attached on top of the wall are considered non-standard and shall be designed38 in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions39 stated in the 11/3/15 Bridge Design memorandum.40 41 D-10.1542 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic43 barriers attached on top of the wall are considered non-standard and shall be designed44 in accordance with the current WSDOT BDM and the revisions stated in the 11/3/1545 Bridge Design memorandum.46 47 D-10.3048 Wall Type 5 may be used in all cases.49 50 D-10.3551 Wall Type 6 may be used in all cases.52 DIVISION9 3 1 D-10.402 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic3 barriers attached on top of the wall are considered non-standard and shall be designed4 in accordance with the current WSDOT BDM and the revisions stated in the 11/3/155 Bridge Design memorandum.6 7 D-10.458 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic9 barriers attached on top of the wall are considered non-standard and shall be designed10 in accordance with the current WSDOT BDM and the revisions stated in the revisions11 stated in the 11/3/15 Bridge Design memorandum.12 13 D-15.1014 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls”15 are withdrawn. Special designs in accordance with the current WSDOT BDM are required16 in place of these STD Plans.17 18 D-15.2019 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls”20 are withdrawn. Special designs in accordance with the current WSDOT BDM are required21 in place of these STD Plans.22 23 D-15.3024 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls”25 are withdrawn. Special designs in accordance with the current WSDOT BDM are required26 in place of these STD Plans.27 28 F-10.1229 Section Title, was –“Depressed Curb Section”is revised to read:“Depressed Curb and30 Gutter Section”31 32 F-10.4033 “EXTRUDED CURB AT CUT SLOPE”,Section detail -Deleted34 35 F-10.4236 DELETE –“Extruded Curb at Cut Slope”View37 38 G-25.1039 Key Note 3, second sentence, was –“For single-post installations, divide the40 (#2w/diamond shape symbol) post MAX. XYZ in half.”Is revised to read:“For single-post41 installations, divide the two-post MAX. XYZ in half.”42 43 G-60.1044 DELETED45 46 G-60.2047 DELETED48 49 G-60.3050 DELETED51 52 DIVISION9 4 G-70.101 DELETED2 3 G-70.204 DELETED5 6 H-70.207 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan I-70.10 is8 revised to H-70.109 10 J-10.2111 Note 18, was –“When service cabinet is installed within right of way fence, see Standard12 Plan J-10.22 for details.”Is revised to read;“When service cabinet is installed within right13 of way fence, or the meter base is mounted on the exterior of the cabinet, see Standard14 Plan J-10.22 for details.”15 16 J-10.2217 Key Note 1, was –“Meter base per serving utility requirements~ as a minimum, the meter18 base shall be safety socket box with factory-installed test bypass facility that meets the19 requirements of EUSERC drawing 305.”Is revised to read;“Meter base per serving utility20 requirements~ as a minimum, the meter base shall be safety socket box with factory-21 installed test bypass facility that meets the requirements of EUSERC drawing 305. When22 the utility requires meter base to be mounted on the side or back of the service cabinet,23 the meter base enclosure shall be fabricated from type 304 stainless steel.”24 Key Note 4,“Test with (SPDT Snap Action, Positive close 15 Amp –120/277 volt “T”25 rated). Is revised to read:“Test Switch (SPDT snap action, positive close 15 amp –26 120/277 volt “T”rated).”27 Key Note 14, was –“Hinged dead front with ¼ turn fasteners or slide latch.”Is revised to28 read;“Hinged dead front with ¼ turn fasteners or slide latch. ~ Dead front panel bolts29 shall not extend into the vertical limits of the breaker array(s).”30 Key Note 15, was –“Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper.31 See Cabinet Main bonding Jumper detail, Standard Plan J-3b.“is revised to read;32 “Cabinet Main Bonding Jumper Assembly ~ Buss shall be 4 lug tinned copper ~ See33 Standard Plan J-10.20 for Cabinet Main Bonding Jumper Assembly details.”34 Note 1, was –“…socket box mounting detail, see Standard Plan J-3b.”is revised to read35 to read:“…socket box mounting detail, see Standard Plan J-10.20.”36 Note 6, was –“…See door hinge detail, Standard Plan J-3b.”is revised to read:“…See37 door hinge detail, Standard Plan J-10.20.”38 39 J-20.2640 Add Note 1,“1.One accessible pedestrian pushbutton station per pedestrian pushbutton41 post.”42 43 J-20.1644 View A, callout, was –LOCK NIPPLE, is revised to read; CHASE NIPPLE45 46 J-21.1047 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout –“ANCHOR BOLTS48 ~ ¾”(IN) x 30”(IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY”IS REVISED TO49 READ:“ANCHOR BOLTS ~ ¾”(IN) x 30”(IN) FULL THREAD ~ FOUR REQ’D. PER50 ASSEMBLY”51 DIVISION9 5 Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top1 of the foundation to find 2 #4 reinforcing bar shown, to read;3”CLR.. Delete “(TYP.)”from2 the 2 ½”CLR. dimension, depicting the distance from the bottom of the foundation to find3 2 # 4 reinf. Bar.4 Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top5 of the foundation to find 1 #4 reinforcing bar shown, to read;3”CLR. Delete “(TYP.)”from6 the 2 ½”CLR. dimension, depicting the distance from the bottom of the foundation to find7 1 # 4 reinf. Bar.8 Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top9 of the foundation to find 2 #4 reinforcing bar shown, to read;3”CLR. Delete “(TYP.)”from10 the 2 ½”CLR. dimension, depicting the distance from the bottom of the foundation to find11 2 # 4 reinf. Bar.12 Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top13 of the foundation to find 1 #4 reinforcing bar shown, to read;3”CLR. Delete “(TYP.)”from14 the 2 ½”CLR. dimension, depicting the distance from the bottom of the foundation to find15 1 # 4 reinf. Bar.16 Detail F, callout,“Heavy Hex Clamping Bolt (TYP.) ~3/4”(IN) Diam. Torque Clamping17 Bolts (see Note 3)”is revised to read;“Heavy Hex Clamping Bolt (TYP.) ~3/4”(IN) Diam.18 Torque Clamping Bolts (see Note 1)”19 Detail F, callout,“3/4”(IN) x 2’–6”Anchor Bolt (TYP.) ~ Four Required (See Note 4)”is20 revised to read;“3/4”(IN) x 2’–6”Anchor Bolt (TYP.) ~ Three Required (See Note 2)”21 22 J-21.1523 Partial View, callout, was –LOCK NIPPLE ~ 1 ½”DIAM., is revised to read; CHASE24 NIPPLE ~ 1 ½”(IN) DIAM.25 26 J-21.1627 Detail A, callout, was –LOCKNIPPLE, is revised to read; CHASE NIPPLE28 29 J-22.1530 Ramp Meter Signal Standard, elevation, dimension 4’-6”is revised to read;6’-0”31 (2x) Detail A, callout, was –LOCK NIPPLE ~ 1 ½”DIAM. is revised to read;CHASE32 NIPPLE ~ 1 ½”(IN) DIAM.33 34 J-40.1035 Sheet 2 of 2, Detail F, callout,“12 –13 x 1 ½”S.S. PENTA HEAD BOLT AND 12”S. S.36 FLAT WASHER”is revised to read;“12 –13 x 1 ½”S.S. PENTA HEAD BOLT AND 1/2”37 (IN) S. S. FLAT WASHER”38 39 J-75.2040 Key Notes, note 16,second bullet point, was:“1/2”(IN) x 0.45”(IN) Stainless Steel41 Bands”,add the following to the end of the note:“Alternate: Stainless steel cable with42 stainless steel ends, nuts, bolts, and washers may be used in place of stainless steel43 bands and associated hardware.”44 45 J-81.1046 Power Distribution Block Diagram, lower left corner, Sheet 1 of 3; Switch Pack 2; circuit47 623 (T4-5) [middle ckt] is revised to read; circuit 622 (T4-5).48 49 K-80.3050 DELETED51 52 DIVISION9 6 K-80.351 Add New Note 1 –“1.The intended use of this plan is for the temporary installation of2 Type 2 concrete barrier (See Standard Plan C-8) on cement concrete pavement, bridge3 decks, or hot mix asphalt pavement.”4 5 Re-number all notes.6 7 Remove all references to Type F barrier shown on the Standard Plan.8 9 K-80.3710 Revise Note 1 to read:“1.The intended use of this plan is for the temporary installation of11 F-Shape NARROW BASE concrete barrier (See Standard Plan C-60.10) on cement12 concrete pavement, bridge decks.”13 14 Replace all references stating “NARROW BASE, ALTERNATIVE TEMPORARY15 CONCRETE BARRIER SEGMENT”with “F-Shape NARROW BASE concrete barrier16 segment.”17 18 M-3.5019 Double-Left Turn Channelization (with Right Turn Pocket) view, dimension, upper left20 corner,“taper”dimension; callout –was “40’if Posted Speed is 40 MPH or less 100’if21 Posted Speed is more than 40 MPH”is revised to read;“See Contract”22 23 M-5.1024 Right-Turn Channelization view, dimension, upper right corner,“taper”dimension; callout25 –was “50’MIN.”is revised to read;“See Contract”26 27 M-24.5028 DELETED29 30 The following are the Standard Plan numbers applicable at the time this project was31 advertised. The date shown with each plan number is the publication approval date32 shown in the lower right-hand corner of that plan. Standard Plans showing different dates33 shall not be used in this contract.34 35 A-10.10-00........8/7/07 A-40.00-00.........8/11/09 A-50.30-00…....11/17/08 A-10.20-00......10/5/07 A-40.10-04.........7/31/19 A-50.40-00…....11/17/08 A-10.30-00......10/5/07 A-40.15-00.........8/11/09 A-60.10-03........12/23/14 A-20.10-00......8/31/07 A-40.20-04.........1/18/17 A-60.20-03.........12/23/14 A-30.10-00......11/8/07 A-40.50-02.........12/23/14 A-60.30-01..........6/28/18 A-30.30-01......6/16/11 A-50.10-00…....11/17/08 A-60.40-00..........8/31/07 A-30.35-00.......10/12/07 A-50.20-01…......9/22/09 36 B-5.20-02........1/26/17 B-30.50-03.........2/27/18 B-75.20-02..........2/27/18 B-5.40-02.........1/26/17 B-30.70-04.........2/27/18 B-75.50-01..........6/10/08 B-5.60-02.........1/26/17 B-30.80-01..........2/27/18 B-75.60-00............6/8/06 B-10.20-02........3/2/18 B-30.90-02........1/26/17 B-80.20-00.........6/8/06 B-10.40-01........1/26/17 B-35.20-00..........6/8/06 B-80.40-00.........6/1/06 B-10.70-00……1/26/17 B-35.40-00..........6/8/06 B-85.10-01.........6/10/08 B-15.20-01........2/7/12 B-40.20-00..........6/1/06 B-85.20-00..........6/1/06 B-15.40-01........2/7/12 B-40.40-02........1/26/17 B-85.30-00..........6/1/06 B-15.60-02........1/26/17 B-45.20-01..........7/11/17 B-85.40-00..........6/8/06 DIVISION9 7 B-20.20-02.......3/16/12 B-45.40-01..........7/21/17 B-85.50-01.........6/10/08 B-20.40-04.......2/27/18 B-50.20-00..........6/1/06 B-90.10-00….......6/8/06 B-20.60-03.......3/15/12 B-55.20-02..........2/27/18 B-90.20-00..........6/8/06 B-25.20-02........2/27/18 B-60.20-01..........6/28/18 B-90.30-00..........6/8/06 B-25.60-02.........2/27/18 B-60.40-01..........2/27/18 B-90.40-01..........1/26/17 B-30.10-03.........2/27/18 B-65.20-01..........4/26/12 B-90.50-00..........6/8/06 B-30.15-00……..2/27/18 B-65.40-00..........6/1/06 B-95.20-01..........2/3/09 B-30.20-04.........2/27/18 B-70.20-00..........6/1/06 B-95.40-01..........6/28/18 B-30.30-03.........2/27/18 B-70.60-01..........1/26/17 B-30.40-03..........2/27/18 1 C-1....................6/28/18 C-20.15-02..........6/11/14 C-40.18-03........7/21/17 C-1a.................7/14/15 C-20.18-02..........6/11/14 C-60.10-00…….8/22/19 C-1b...................7/14/15 C-20.19-02..........6/11/14 C-70.10-01........6/17/14 C-1d................10/31/03 C-20.40-06..........7/21/17 C-75.10-01........6/11/14 C-2c..................6/21/06 C-20.41-01..........7/14/15 C-75.20-01........6/11/14 C-4f...................7/2/12 C-20.42-05..........7/14/15 C-75.30-01........6/11/14 C-6a................10/14/09 C-20.45.01...........7/2/12 C-80.10-01........6/11/14 C-7.....................6/16/11 C-22.16-06........7/21/17 C-80.20-01........6/11/14 C-7a...................6/16/11 C-22.40-06........7/21/17 C-80.30-01........6/11/14 C-8.....................2/10/09 C-22.45-03........7/21/17 C-80.40-01........6/11/14 C-8a...................7/25/97 C-23.60-04........7/21/17 C-80.50-00........4/8/12 C-8b....................2/29/16 C.24.10-01........6/11/14 C-85.10-00........4/8/12 C-8e....................2/21/07 C-25.20-06........7/14/15 C-85.11-00........4/8/12 C-8f.....................6/30/04 C-25.22-05........7/14/15 C-85.14-01........6/11/14 C-16a.................7/21/17 C-25.26-03........7/14/15 C-85.15-01........6/30/14 C-20.10-04.........7/21/17 C-25.30-00…….6/28/18 C-85.16-01........6/17/14 C-20.11-00……..7/21/17 C-25.80-04........7/15/16 C-85-18-01........6/11/14 C-20.14-03..........6/11/14 C-40.16-02........7/2/12 C-85.20-01........6/11/14 2 D-2.04-00........11/10/05 D-2.48-00........11/10/05 D-3.17-02……5/9/16 D-2.06-01........1/6/09 D-2.64-01........1/6/09 D-4.................12/11/98 D-2.08-00........11/10/05 D-2.66-00........11/10/05 D-6...................6/19/98 D-2.14-00........11/10/05 D-2.68-00........11/10/05 D-10.10-01......12/2/08 D-2.16-00........11/10/05 D-2.80-00........11/10/05 D-10.15-01......12/2/08 D-2.18-00........11/10/05 D-2.82-00........11/10/05 D-10.20-01.........8/7/19 D-2.20-00........11/10/05 D-2.84-00........11/10/05 D-10.25-01.........8/7/19 D-2.32-00........11/10/05 D-2.86-00........11/10/05 D-10.30-00.........7/8/08 D-2.34-01........1/6/09 D-2.88-00........11/10/05 D-10.35-00.........7/8/08 D-2.36-03........6/11/14 D-2.92-00........11/10/05 D-10.40-01......12/2/08 D-2.42-00........11/10/05 D-3.09-00........5/17/12 D-10.45-01......12/2/08 D-2.44-00........11/10/05 D-3.10-01……5/29/13 D-2.60-00........11/10/05 D-3.11-03……6/11/14 D-2.62-00........11/10/05 D-3.15-02……6/10/13 D-2.46-01........6/11/14 D-3.16-02……5/29/13 3 E-1....................2/21/07 E-4....................8/27/03 E-2....................5/29/98 E-4a..................8/27/03 4 F-10.12-03.......6/11/14 F-10.62-02........4/22/14 F-40.15-03........6/29/16 F-10.16-00.......12/20/06 F-10.64-03........4/22/14 F-40.16-03........6/29/16 F-10.18-01.........7/11/17 F-30.10-03........6/11/14 F-45.10-02........7/15/16 DIVISION9 8 F-10.40-03...........6/29/16 F-40.12-03........6/29/16 F-80.10-04........7/15/16 F-10.42-00.........1/23/07 F-40.14-03........6/29/16 1 G-10.10-00........9/20/07 G-25.10-04.......6/10/13 G-95.10-02........6/28/18 G-20.10-02........6/23/15 G-26.10-00……7/31/19 G-95.20-03........6/28/18 G-22.10-04..........6/28/18 G-30.10-04.......6/23/15 G-95.30-03........6/28/18 G-24.10-00......11/8/07 G-50.10-03.......6/28/18 G-24.20-01......2/7/12 G-90.10-03……7/11/17 G-24.30-02......6/28/18 G-90.11-00……4/28/16 G-24.40-07.....6/28/18 G-90.20-05……7/11/17 G-24.50-05.....8/7/19 G-90.30-04……7/11/17 G-24.60-05.....6/28/18 G-90.40-02……4/28/16 2 H-10.10-00..........7/3/08 H-32.10-00.......9/20/07 H-70.10-01......2/7/12 H-10.15-00..........7/3/08 H-60.10-01.........7/3/08 H-70.20-01......2/16/12 H-30.10-00......10/12/07 H-60.20-01.........7/3/08 H-70.30-02......2/7/12 3 I-10.10-01.........8/11/09 I-30.20-00.........9/20/07 I-40.20-00.........9/20/07 I-30.10-02.........3/22/13 I-30.30-02.........6/12/19 I-50.20-01..........6/10/13 I-30.15-02.........3/22/13 I-30.40-02.......6/12/19 I-60.10-01..........6/10/13 I-30.16-01.........7/11/19 I-30.60-02.........6/12/19 I-60.20-01..........6/10/13 I-30.17-01.........6/12/19 I-40.10-00.........9/20/07 I-80.10-02..........7/15/16 4 J-10..................7/18/97 J-28.40-02......6/11/14 J-60.13-00…....6/16/10 J-10.10-03……6/3/15 J-28.42-01.......6/11/14 J-60.14-01……7/31/19 J-10.15-01........6/11/14 J-28.43-01.......6/28/18 J-75.10-02……7/10/15 J-10.16-00……6/3/15 J-28.45-03.......7/21/16 J-75.20-01……7/10/15 J-10.17-00……6/3/15 J-28.50-03.......7/21/16 J-75.30-02…….7/10/15 J-10.18-00……6/3/15 J-28.60-02.......7/21/16 J-75.40-02……6/1/16 J-10.20-02……7/31/19 J-28.70-03.......7/21/17 J-75.41-01……6/29/16 J-10.21-00……6/3/15 J-29.10-01.......7/21/16 J-75.45-02……6/1/16 J-10.22-00........5/29/13 J-29.15-01.......7/21/16 J-80.10-00……6/28/18 J-10.25-00……7/11/17 J-29.16-02.......7/21/16 J-80.15-00……6/28/18 J-12.15-00……6/28/18 J-30.10-00…...6/18/15 J-81.10-00……6/28/18 J-12.16-00……6/28/18 J-40.05-00……7/21/16 J-86.10-00……6/28/18 J-15.10-01........6/11/14 J-40.10-04…...4/28/16 J-90.10-03…….6/28/18 J-15.15-02……7/10/15 J-40.20-03…...4/28/16 J-90.20-03…….6/28/18 J-20.10-04........7/31/19 J-40.30-04……4/28/16 J-90.21-02……6/28/18 J-20.11-03........7/31/19 J-40.35-01……5/29/13 J-90.50-00……6/28/18 J-20.15-03........6/30/14 J-40.36-02……7/21/17 J-20.16-02........6/30/14 J-40.37-02……7/21/17 J-20.20-02........5/20/13 J-40.38-01.......5/20/13 J-20.26-01........7/12/12 J-40.39-00……5/20/13 J-21.10-04......6/30/14 J-40.40-02……7/31/19 J-21.15-01......6/10/13 J-45.36-00……7/21/17 J-21.16-01......6/10/13 J-50.05-00……7/21/17 J-21.17-01......6/10/13 J-50.10-01…….7/31/19 J-21.20-01......6/10/13 J-50.11-02…….7/31/19 J-22.15-02......7/10/15 J-50.12-02…….8/7/19 J-22.16-03......7/10/15 J-50.13-00…….8/22/19 J-26.10-03…..7/21/16 J-50.15-01…….7/21/17 DIVISION9 9 J-26.15-01…..5/17/12 J-50.16-01…….3/22/13 J-26.20-01…..6/28/18 J-50.18-00…….8/7/19 J-27.10-01…..7/21/16 J-50.19-00…….8/7/19 J-27.15-00…..3/15/12 J-50.20-00…….6/3/11 J-28.10-02......8/7/19 J-50.25-00…….6/3/11 J-28.22-00.......8/07/07 J-50.30-00…….6/3/11 J-28.24-01.......6/3/15 J-60.05-01…….7/21/16 J-28.26-01......12/02/08 J-60.11-00…....5/20/13 J-28.30-03......6/11/14 J-60.12-00…....5/20/13 1 K-70.20-01.......6/1/16 K-80.10-01.......6/1/16 K-80.20-00.....12/20/06 K-80.35-00.......2/21/07 K-80.37-00.......2/21/07 2 L-10.10-02........6/21/12 L-40.10-02........6/21/12 L-70.10-01.......5/21/08 L-20.10-03........7/14/15 L-40.15-01........6/16/11 L-70.20-01.......5/21/08 L-30.10-02........6/11/14 L-40.20-02........6/21/12 3 M-1.20-03.........6/24/14 M-11.10-03........8/7/19 M-40.20-00...10/12/07 M-1.40-02.........6/3/11 M-12.10-01……6/28/18 M-40.30-01......7/11/17 M-1.60-02.........6/3/11 M-15.10-01........2/6/07 M-40.40-00......9/20/07 M-1.80-03.........6/3/11 M-17.10-02........7/3/08 M-40.50-00......9/20/07 M-2.20-03.........7/10/15 M-20.10-02........6/3/11 M-40.60-00......9/20/07 M-2.21-00……7/10/15 M-20.20-02........4/20/15 M-60.10-01......6/3/11 M-3.10-03.........6/3/11 M-20.30-04........2/29/16 M-60.20-02......6/27/11 M-3.20-02.........6/3/11 M-20.40-03........6/24/14 M-65.10-02......5/11/11 M-3.30-03.........6/3/11 M-20.50-02........6/3/11 M-80.10-01......6/3/11 M-3.40-03.........6/3/11 M-24.20-02.......4/20/15 M-80.20-00......6/10/08 M-3.50-02.........6/3/11 M-24.40-02.......4/20/15 M-80.30-00......6/10/08 M-5.10-02.........6/3/11 M-24.60-04.......6/24/14 M-7.50-01.........1/30/07 M-24.65-00……7/11/17 M-9.50-02.........6/24/14 M-24.66-00……7/11/17 M-9.60-00……..2/10/09 M-40.10-03......6/24/14 4 5 END DIVISION 96 PROJECT PLANS SAWCUT LINE ASPHALT REMOVAL INLET PROTECTION STRAW WATTLES DEMOLITION LEGEND ROADWAY LEGEND 1170 1171 MAJOR CONTOUR MINOR CONTOUR CUT LIMITS FILL LIMITS SIDEWALK COMMERCIAL HMA STORMWATER PIPE TYPE 1 CATCH BASIN CITY OF EAST WENATCHEE 19TH STREET STORMWATER IMPROVEMENTS CALL 48 HOURS BEFORE YOU DIG ONE CALL 811 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 Oct. 8, 2019 19TH-P-COV.DWG CITY OF EAST WENATCHEE 19TH STREET STORMWATER IMPROVEMENTS X X THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTION/DETAIL AND THE PLAN FROM WHICH IT IS REFERENCED. REFERENCE BUBBLES PLAN REFERENCE BUBBLE - REFERS READER BACK TO THE PLAN FROM WHICH THE DETAIL OR SECTION ORIGINATED. DETAIL/SECTION REFERENCE BUBBLE - REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION IS LOCATED. WHERE,ID = SECTION/DETAIL REFERENCE NUMBER ## = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. SECTION/DETAIL REFERENCE NUMBER CONVENTIONS: SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ). CB CATCH BASIN CL CENTERLINE CPEP CORRUGATED POLYETHYLENE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE DIAM DIAMETER DWG DRAWING E EASTING ELEV ELEVATION EOP EDGE OF PAVEMENT EX EXISTING HMA HOT MIXED ASPHALT L LEFT LT LEFT LF LINEAR FEET N NORTHING PROP PROPOSED R RIGHT RT RIGHT ROW RIGHT-OF-WAY SPEC SPECIFICATIONS SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STORM STA STATION LINE STD STANDARD SY SQUARE YARDS TYP TYPICAL PROJECT VICINITY MAP SURVEY NOTES SUMMARY OF QUANTITIES DRAWING INDEX LEGEND DETAIL REFERENCESABBREVIATIONS CONTACT PERSONNEL CONTACT AGENCY PHONE (509) DEVON PETIT, P.E. (PROJECT MANAGER)RH2 ENGINEERING 886-6790 JENNIFER KENT (STAFF ENGINEER)RH2 ENGINEERING 886-6793 TOM WACHHOLDER CITY OF EAST WENATCHEE 884-1829 DAN DAY (ENGINEERING)DOUGLAS COUNTY PUD NO. 1 884-7191 BRIAN KNIFFEN EAST WENATCHEE WATER DISTRICT 884-3569 KURT HOSMAN DOUGLAS COUNTY SEWER DISTRICT 884-2484 JUSTEN HARKNESS CHARTER COMMUNICATIONS 264-8391 HOMERO GONZALES FRONTIER COMMUNICATIONS 834-5445 LINDSAY DOWNS CASCADE NATURAL GAS 662-4953 SHEET NO.SHEET TITLE DWG NO. 1 COVER COV 2 ROAD DETAILS AND SECTIONS RD01 3 SITE PREPARATION AND SURVEY CONTROL P01 4 SITE PREPARATION AND SURVEY CONTROL 2 P02 5 CIVIL PLAN 1 C01 6 CIVIL PLAN 2 C02 7 TRAFFIC CONTROL 1 TC1 8 TRAFFIC CONTROL 2 TC2 9 CLASS A SIGNING PLAN WZ1 Item Number Total Quantity Unit Item City Tax Schedule - See specification section 1-07.2(1) PREPARATION 1 1 L.S.MOBILIZATION 1 2 0.09 AC.CLEARING AND GRUBBING 0.09 DRAINAGE 3 484 L.F.CORRUGATED POLYETHYLENE STORM SEWER PIPE 12 IN. DIAM.484 4 6 EA.COMBINATION INLET 6 5 1 EA.CONNECTION TO DRAINAGE STRUCTURE 1 SURFACING/PAVING 6 240 TON CRUSHED SURFACING BASE COURSE 240 7 110 TON CRUSHED SURFACING TOP COURSE 110 8 70 TON COMMERCIAL HMA 70 GRADING 9 70 C.Y.ROADWAY EXCAVATION INCL. HAUL 70 10 50 C.Y.EMBANKMENT COMPACTION 50 EROSION CONTROL AND PLANTING 11 5000 DOL EROSION/WATER POLLUTION CONTROL 5000 12 1 EA.INLET PROTECTION 1 13 520 L.F.WATTLE 520 TRAFFIC 14 450 L.F.CEMENT CONC. TRAFFIC CURB AND GUTTER 450 15 130 L.F.ROUNDABOUT TRUCK APRON CEM. CONC. CURB AND GUTTER 130 16 1 L.S.PROJECT TEMPORARY TRAFFIC CONTROL 1 OTHER ITEMS 17 1 EA.ADJUST CATCH BASIN 1 18 1 L.S.ROADWAY SURVEYING 1 19 1 L.S.SHORING OR EXTRA EXCAVATION CLASS B 1 20 5000 DOL UNKNOWN UTILITY REPAIR 5000 21 5000 DOL ROADSIDE CLEANUP 5000 1.ALL WORKMANSHIP, CONSTRUCTION AND MATERIALS SHALL BE PERFORMED OR SUPPLIED IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, PLANS, CITY OF EAST WENATCHEE STANDARD DETAILS, AND THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2018 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION, WHICH IS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 2.A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO CONSTRUCTION, AND 48 HOURS ADVANCE NOTIFICATION PRIOR TO ACTUAL START OF WORK IS REQUIRED. 3.THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A FIELD SURVEY BY NW GEODIMENSIONS, RECORD DRAWINGS, AND FIELD RECONNAISSANCE BY RH2 ENGINEERING. 4.THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE RECORDS BUT HAVE NOT BEEN EXPOSED AND MEASURED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK TO AVOID DAMAGE OR DISTURBANCE, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE CAUSED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. IT IS UNDERSTOOD THAT OTHER ABOVE GROUND AND UNDERGROUND FACILITIES NOT SHOWN ON THE PLANS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. 5.THE CONTRACTOR SHALL PROTECT BUILDINGS, FENCES, APPURTENANCES, ABOVE GROUND UTILITIES, AND OTHER PROPERTY ADJACENT TO ALL CONSTRUCTION AREAS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPAIRING ALL DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. 6.IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY AIR QUALITY STANDARDS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING ALL FUGITIVE DUST THAT MAY BE GENERATED BY THE CONSTRUCTION PROJECT. 7.THE CONTRACTOR SHALL CONTAIN WORK TO WITHIN RIGHT-OF-WAY OR THE CONSTRUCTION LIMITS AS ILLUSTRATED IN THE PLANS. 8.ONSITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE IN PLACE PRIOR TO CONSTRUCTION. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE BY THE CITY OF EAST WENATCHEE SHALL BE CORRECTED BY THE CONTRACTOR. UPON FINAL ACCEPTANCE BY THE CITY OF EAST WENATCHEE, OR AS OTHERWISE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY, NON-DEGRADABLE EROSION CONTROL MEASURES. 9.ANY REVISIONS TO PLANS MUST BE MADE BY THE ENGINEER AND APPROVED BY THE CITY OF EAST WENATCHEE PRIOR TO ANY IMPLEMENTATION IN THE FIELD. 10. A COPY OF THE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11.WHERE NEWLY CONSTRUCTED PAVING MEETS EXISTING PAVING, THE CONTRACTOR SHALL SAW CUT OR OVERLAY AND FEATHER NEW PAVEMENT TO PROVIDE A SMOOTH TRANSITION FROM EXISTING TO PROPOSED PAVING. APPLICATION OF A THIN TACK COAT OF EMULSIFIED ASPHALT SHALL BE APPLIED TO INSURE PROPER BONDING. 12.THE COMPLETED SURFACE OF ALL COURSES SHALL BE OF UNIFORM TEXTURE, SMOOTH, UNIFORM AS TO CROWN AND GRADE, AND FREE FROM DEFECTS OF ALL KINDS. THE COMPLETED SURFACE OF THE WEARING COURSE SHALL NOT VARY MORE THAN 1/8 INCH FROM THE LOWER EDGE OF A 10-FOOT STRAIGHTEDGE PLACED ON THE SURFACE PARALLEL TO THE CENTERLINE. THE TRANSVERSE SLOPE OF THE COMPLETED SURFACE OF THE WEARING COURSE SHALL VARY NOT MORE THAN 1/4 INCH IN 10- FEET FROM THE RATE OF TRANSVERSE SLOPE SHOWN ON THE PLANS. 13.MATERIALS SAMPLING AND TESTING SHALL BE AT A FREQUENCY AND MAGNITUDE AS SPECIFIED IN THE STANDARD SPECIFICATIONS OR DETERMINED BY THE ENGINEER. A PRIVATE AND INDEPENDENT TESTING LABORATORY SHALL PERFORM TESTING AND SAMPLING. CERTIFIED TEST REPORTS SHALL BE FURNISHED FOR ALL TESTS PERFORMED BY PRIVATE TESTING LABORATORIES. THE CITY OF EAST WENATCHEE WILL BE RESPONSIBLE FOR ACCEPTANCE TESTING. GENERAL NOTES PROJECT LOCATION PROPOSED ROADWAY SECTION 0.25' CRUSHED SURFACING TOP COURSE 0.25' COMMERCIAL HMA CL ROADWAY EXCAVATION INCL. HAUL 0.17' CRUSHED SURFACING TOP COURSE CEMENT CONC. TRAFFIC CURB & GUTTER 2%2:1 0.75' CRUSHED SURFACING BASE COURSE VARIES FOR 2:1 PATCH LIMITS 4' MINIMUM 0.75' CRUSHED SURFACING BASE COURSE 4' PATCH EXISTING PAVEMENT A PROPOSED DRIVEWAY SECTION 0.25' CRUSHED SURFACING TOP COURSE 0.25' COMMERCIAL HMA CL ROADWAY EXCAVATION INCL. HAUL 0.17' COMMERCIAL HMA ROUNDABOUT TRUCK APRON CEMENT CONC. CURB & GUTTER 2%VARIES 0.75' CRUSHED SURFACING BASE COURSE VARIES, SEE PLANS 0.75' CRUSHED SURFACING BASE COURSE 4' PATCH EXISTING PAVEMENT 0.33' CRUSHED SURFACING TOP COURSE B 201 DRIVEWAY CURB TRANSITION ISOMETRIC ROUNDABOUT TRUCK APRON CEM. CONC. CURB & GUTTER CEMENT CONC. TRAFFIC CURB AND GUTTER CURB AND GUTTER TRANSITION C ROUN D A B O U T T R U C K APRO N C E M. C O N C. C U R B & GU T T E R P A Y LI MI T S CEME N T C O N C. T R A F FI C CURB & G U T T E R P A Y LI MI T S STORMWATER STATIONING AND GRADE DETAIL CL CLMANHOLE STATION AND OFFSET REFERENCES CENTER OF STRUCTURE PIPE LENGTH ALSO REFERENCES CENTER TO CENTER ECCENTRIC CONE SHALL MATCH ORIENTATION SHOWN IN DETAILS AND PLAN VIEWS INVERT ELEVATION IN (I.E. IN) SHOWN IN PLANS REFERENCES THIS LOCATION UNLESS SHOWN OTHERWISE INVERT ELEVATION OUT (I.E. OUT) SHOWN IN PLANS REFERENCES THIS LOCATION UNLESS SHOWN OTHERWISE GRADE GIVEN IN PIPE CALLOUTS REFERENCES THIS HORIZONTAL LENGTH 1 2 MANHOLE DIAMETER, TYP MANHOLE DROP SHALL MATCH INVERT ELEVATION DIFFERENCE FILL S L O P E CUT SLO P E BUFFER SLOPE ROUNDING DETAIL 1.0' UNLESS SHOWN OTHERWISE 2% 2.0' SEE WSDOT STANDARD PLAN F-30.10-03 FOR BUFFER DETAILS (TYP) 0.50' 0.25' 0.42' 0.58' 1.00'0.50' 1.50' 0.75' 8" R. 1/2" R. (TYP.) MATCH ROADWAY SLOPE ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB & GUTTER 201 DEPERHOct 8, 2019Oct 8, 2019EW219-01819TH-D-DET.DWGSHOWN RD01 2 9 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:ROAD DETAILS AND SECTIONSCITY OF EAST WENATCHEE19TH STREET STORMWATER 0 0A 1 0 00A1100A1200A1300A1400A 1500C000C100C 2 123 4 3 0 0A 1 0 00A1100A1200A1300A14N89° 41' 20.00"E 81.19' S44° 08' 00.00"E 11.00' L=230.91, R=286.50 D=046.178 L=111.83, R=143.25 D=044.729 STA. 10+00.000A, ROW CENTERLINE BEGINNING N. 159204.954 E. 1775783.802 00C000C100C 2 S60° 03' 43.11"E 5.00' S44° 08' 00.00"E 11.00' L=76.03, R=273.50 D=015.929 L=101.68, R=130.25 D=044.729 STA. 0+00.000C, EOP ALIGNMENT BEGINNING N. 159158.400 E. 1775998.707 13.0' REMOVE ASPHALT ADJUST CATCH BASIN PROVIDE WATTLE PROVIDE INLET PROTECTION 1 2 3 4 1)SPRINT TELEPHONE LINE IN TIGHT PROXIMITY TO STORMWATER TRENCH, CONTRACTOR TO EXPOSE CONDUITS AND ADJUST STORMLINE AS NECESSARY TO INSTALL ADJACENT TO SPRINT LINE. 2)CLEARING AND GRUBBING SHALL OCCUR UP TO CUT AND FILL LIMITS, HOWEVER CLEAN CUT SHALL BE MADE TO VEGETATION AND CRUSHED SURFACING PLACED TO NEAT LINE CUT AND FILL LIMITS IN PLACE OF EXISTING VEGETATION. 3)EXISTING CATCH BASINS WILL REQUIRE REPLACEMENT ADJUSTMENT SECTIONS AND SHALL BE INCLUDED IN THE ADJUST CATCH BASIN ITEM. NO ADDITIONAL PAYMENT WILL BE MADE FOR REFURBISHING UPPER SECTION OF EXISTING CATCH BASINS CONNECTED TO. CONTRACTOR SHALL ALSO REPLACE EXISTING CATCH BASIN FRAME AND GRATE WITH VANED GRATE AND PROVIDE EXISTING GRATE AND FRAME TO CITY. 4)ALL CATCH BASINS SHALL HAVE VANED GRATE WITH CONCRETE AROUND CATCH BASIN PER WSDOT STANDARD PLANS. GENERAL NOTES DEMOLITION NOTES SITE PHOTO SITE PHOTOSITE PHOTO SITE PHOTO 19TH STREET EASTMONT AVENUEWENATCHEE GOLF AND COUNTRY CLUB CITY OF EAST WENATCHEE19TH STREET STORMWATERVICINITY MAP DEPERHOct 4, 2019Oct 8, 2019EW219-01819TH-P-PREP.DWGSHOWN P01 3 9 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:SITE PREPARATION AND SURVEYCONTROLALIGNMENT CONTROL PLAN VIEW 00A1500A1600A1700A18 00C200C300C40 0C 5 82C5 1 333 00A1500A1600A1700A18 S0° 35' 45.22"W 299.83' N89° 39' 20.00"E 75.56' L=39.68, R=25.00 D=090.940 STA. 18+50.000A, ROW CENTERLINE END N. 158684.645 E. 1776217.856 00C200C300C40 0C 5 S0° 35' 45.22"W 249.00' L=139.67, R=88.00 D=090.940 STA. 5+82.396C, EOP ALIGNMENT END N. 158671.496 E. 1776193.200 13.0' REMOVE ASPHALT ADJUST CATCH BASIN PROVIDE WATTLE PROVIDE INLET PROTECTION 1 2 3 4 1)SPRINT TELEPHONE LINE IN TIGHT PROXIMITY TO STORMWATER TRENCH, CONTRACTOR TO EXPOSE CONDUITS AND ADJUST STORMLINE AS NECESSARY TO INSTALL ADJACENT TO SPRINT LINE. 2)CLEARING AND GRUBBING SHALL OCCUR UP TO CUT AND FILL LIMITS, HOWEVER CLEAN CUT SHALL BE MADE TO VEGETATION AND CRUSHED SURFACING PLACED TO NEAT LINE CUT AND FILL LIMITS IN PLACE OF EXISTING VEGETATION. 3)EXISTING CATCH BASINS WILL REQUIRE REPLACEMENT ADJUSTMENT SECTIONS AND SHALL BE INCLUDED IN THE ADJUST CATCH BASIN ITEM. NO ADDITIONAL PAYMENT WILL BE MADE FOR REFURBISHING UPPER SECTION OF EXISTING CATCH BASINS CONNECTED TO. CONTRACTOR SHALL ALSO REPLACE EXISTING CATCH BASIN FRAME AND GRATE WITH VANED GRATE AND PROVIDE EXISTING GRATE AND FRAME TO CITY. 4)ALL CATCH BASINS SHALL HAVE VANED GRATE WITH CONCRETE AROUND CATCH BASIN PER WSDOT STANDARD PLANS. GENERAL NOTES DEMOLITION NOTES SITE PHOTO SITE PHOTOSITE PHOTO SITE PHOTO 19TH STREET EASTMONT AVENUEWENATCHEE GOLF AND COUNTRY CLUB CITY OF EAST WENATCHEE19TH STREET STORMWATERVICINITY MAP DEPERHOct 4, 2019Oct 8, 2019EW219-01819TH-P-PREP.DWGSHOWN P02 4 9 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:SITE PREPARATION AND SURVEYCONTROL 2ALIGNMENT CONTROL PLAN VIEW A B TRANSITION ROLLED CURB TO FLUSH WITH ASPHALT OVER 5' SECTION 0 0A 1 0 00A1100A1200A1300A1400A 1500C000C100C 2 9 0 6 907908 9090 0A 1 0 00A1100A1200A1300A1400A 1500C000C100C 2 EX-CB1 STA 0+11.5, 0.0' R, CONNECT TO EX. CB IE (SE) = 901.92' APPROX. 95' OF 12" CPEP @ 3.00%, INSTALL WITH DEFLECTED RADIUS SHOWN, APPROX. 250' RADIUS WITH 13 FT STORM PIPE LENGTHS CB1 STA 1+09.1, 0.3' R, COMBINATION INLET RE = 908.02' IE (S) = 904.80' IE (NW) = 904.80' CB2 STA 1+85.6, 0.2' R, COMBINATION INLET RE = 910.24' IE (N) = 907.06' IE (S) = 907.06' APPROX. 73' OF 12" CPEP @ 3.00%, INSTALL WITH DEFLECTED RADIUS SHOWN, APPROX. 250' RADIUS WITH 13 FT STORM PIPE LENGTHS EDGE OF PAVEMENT PROFILE 890' 900' 910' 920' 930' 890' 900' 910' 920' 930' 0+00 1+00 2+00 -3.07%1.26% 4.16% PVI STA = 0+00.21 PVI ELEV = 905.31 PVI STA:0+06.87 PVI ELEV:905.10 K:1.16 LVC:5.00 BVCS: 0+04.37 BVCE: 905.18 EVCS: 0+09.37 EVCE: 905.13 PVI STA:0+53.30 PVI ELEV:905.69 K:17.22 LVC:50.00 BVCS: 0+28.30BVCE: 905.37EVCS: 0+78.30EVCE: 906.73PVI STA:1+52.42 PVI ELEV:909.81 K:35.91 LVC:100.00 BVCS: 1+02.42BVCE: 907.73CL FG=905.31CL FG=905.33CL FG=905.78CL FG=906.59CL FG=907.63CL FG=908.60CL FG=909.40CL FG=910.02CL FG=910.47CL EG=905.31CL EG=905.30CL EG=905.78CL EG=906.34CL EG=907.50CL EG=908.45CL EG=909.20CL EG=910.00CL EG=910.401)EOP ELEVATIONS REFERENCED IN THE PROFILE VIEWS REPRESENT THE ASPHALT ELEVATION AT THE EDGE OF PAVEMENT. 2)ALL DRIVEWAY WIDTHS GIVEN IN DESIGN TABLE SHALL BE MEASURED SYMETRICALLY ABOUT STATION GIVEN IN TABLE AND MEASURED AT FACE OF CURB. 3)ROLLED CURB TO BE 3" IN HEIGHT AT DRIVEWAY SECTIONS PER ROADWAY DETAIL SHEET TO PREVENT STORMWATER FROM ENTERING ADJACENT DRIVEWAYS. 4)STORMWATER PIPE TO BE DEFLECTED AROUND CURB RADIUS, UTILIZE APPROPRIATE MANUFACTURER CAPABLE OF PROVIDING MATERIAL TO MATCH BEND RADIUS. 5)ALL COMBINATION INLETS SHALL HAVE TYPE 1 CATCH BASIN BASES. CATCH BASINS TO BE ADJUSTED SHALL HAVE NEW FRAME AND VANED GRATE INSTALLED. GENERAL NOTES 19TH STREET EASTMONT AVENUEWENATCHEE GOLF AND COUNTRY CLUB CITY OF EAST WENATCHEE19TH STREET STORMWATERVICINITY MAP DEPERHOct 8, 2019Oct 8, 2019EW219-01819TH-P-CIV.DWGSHOWN C01 5 9 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:CIVIL PLAN 1PLAN VIEW A B A B A B A B A TRANSITION ROLLED CURB TO FLUSH WITH ASPHALT OVER 5' SECTION 00A1500A1600A1700A18 00C200C300C40 0C 5 82C5 915 920 913 9 1 4 916 917 00A1500A1600A1700A18 00C200C300C40 0C 5 82C5 CB3 STA 2+24.3, 0.2' R, COMBINATION INLET RE = 910.81' IE (N) = 907.84' IE (S) = 907.84' CB5 STA 4+41.2, 0.2' R, COMBINATION INLET RE = 914.70' IE (N) = 911.09' IE (S) = 911.09' APPROX. 131' OF 12" CPEP @ -1.52% STA. 2+08.72C, ROLLED CURB DRIVEWAY ENTRANCE STA. 3+38.72C, ROLLED CURB DRIVEWAY ENTRANCE STA. 3+98.72C, ROLLED CURB DRIVEWAY ENTRANCE STA. 4+89.56C, ROLLED CURB DRIVEWAY ENTRANCE STA. 5+56.18C, ROLLED CURB DRIVEWAY ENTRANCE APPROX. 39' OF 12" CPEP @ -2.12% CB6 STA 5+03.7, 0.3' R, COMBINATION INLET RE = 916.23' IE (N) = 912.93' APPROX. 60' OF 12" CPEP @ 3.00%, INSTALL WITH DEFLECTED RADIUS SHOWN, APPROX. 250' RADIUS WITH 13 FT STORM PIPE LENGTHS CB4 STA 3+55.7, 0.2' R, COMBINATION INLET RE = 912.93' IE (N) = 909.81' IE (S) = 909.81' APPROX. 85' OF 12" CPEP @ -1.54% EDGE OF PAVEMENT PROFILE 890' 900' 910' 920' 930' 890' 900' 910' 920' 930' 2+00 3+00 4+00 5+00 6+00 1.38% 2.24% 7.31% PVI STA = 5+82.60 PVI ELEV = 920.97 PVI STA:3+36.64 PVI ELEV:912.35 K:232.26 LVC:200.00 BVCS: 2+36.64BVCE: 910.97EVCS: 4+36.64EVCE: 914.59PVI STA:5+21.40 PVI ELEV:916.49 K:14.78 LVC:75.00 BVCS: 4+83.90BVCE: 915.65EVCS: 5+58.90EVCE: 919.23PVI STA:1+52.42 PVI ELEV:909.81 K:35.91 LVC:100.00 EVCS: 2+02.42EVCE: 910.50CL FG=910.47CL FG=910.81CL FG=911.16CL FG=911.53CL FG=911.93CL FG=912.36CL FG=912.81CL FG=913.29CL FG=913.80CL FG=914.33CL FG=914.89CL FG=915.45CL FG=916.10CL FG=917.14CL FG=918.61CL FG=920.41CL FG=920.95CL EG=910.40CL EG=910.62CL EG=911.04CL EG=911.51CL EG=911.89CL EG=912.42CL EG=912.90CL EG=913.27CL EG=913.69CL EG=914.36CL EG=914.87CL EG=915.52CL EG=916.20CL EG=917.13CL EG=918.60CL EG=920.44CL EG=920.961)EOP ELEVATIONS REFERENCED IN THE PROFILE VIEWS REPRESENT THE ASPHALT ELEVATION AT THE EDGE OF PAVEMENT. 2)ALL DRIVEWAY WIDTHS GIVEN IN DESIGN TABLE SHALL BE MEASURED SYMETRICALLY ABOUT STATION GIVEN IN TABLE AND MEASURED AT FACE OF CURB. 3)ROLLED CURB TO BE 3" IN HEIGHT AT DRIVEWAY SECTIONS PER ROADWAY DETAIL SHEET TO PREVENT STORMWATER FROM ENTERING ADJACENT DRIVEWAYS. 4)STORMWATER PIPE TO BE DEFLECTED AROUND CURB RADIUS, UTILIZE APPROPRIATE MANUFACTURER CAPABLE OF PROVIDING MATERIAL TO MATCH BEND RADIUS. 5)ALL COMBINATION INLETS SHALL HAVE TYPE 1 CATCH BASIN BASES. CATCH BASINS TO BE ADJUSTED SHALL HAVE NEW FRAME AND VANED GRATE INSTALLED. GENERAL NOTES DRIVEWAY MATCH TABLE STATION SIDE WIDTH DISTANCE MATERIAL 2+08.72C RT 20'5'0.17' HMA 3+38.72C RT 20'5'0.17' HMA 3+98.72C RT 20'8'0.17' HMA 4+98.56C RT 20'5'0.17' CSTC 5+56.18C RT 40'VARIES 0.17' HMA 19TH STREET EASTMONT AVENUEWENATCHEE GOLF AND COUNTRY CLUB CITY OF EAST WENATCHEE19TH STREET STORMWATERVICINITY MAP DEPERHOct 8, 2019Oct 8, 2019EW219-01819TH-P-CIV.DWGSHOWN C02 6 9 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:CIVIL PLAN 2PLAN VIEW CITY OF EAST WENATCHEE19TH STREET STORMWATER50' TO 100' 6 DEVICE MIN R B 50' TO 100' 6 DEVICE MIN X X X X X X X X 50' TO 300'X X X X NOTES: 1.ALL SIGNS ARE BLACK ON ORANGE. 2.EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3.NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4.SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. LEGEND FLAGGING STATION TEMPORARY SIGN LOCATION CHANNELIZING DECIVES PROTECTIVE VEHICLE ONE LANE, TWO WAY TRAFFIC CONTROL WITH FLAGGERS BUFFER DATA LONGITUDINAL BUFFER SPACE = B BUFFER VEHICLE ROLL AHEAD DISTANCE = R SIGN SPACING = X(1) CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT DEPERHOct 8, 2019Oct 8, 2019EW219-01819TH-P-TC.DWGSHOWN TC1 7 9 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:TRAFFIC CONTROL 1 CITY OF EAST WENATCHEE19TH STREET STORMWATERNOTES: 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'. 2. ALL SIGNS ARE BLACK ON ORANGE. 3. NO FLAGGERS OR SPOTTERS. X X L/3 B R 2' MIN. 10' MIN. 50' LEGEND TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE SHOULDER CLOSURE - LOW SPEED (40 MPH OR LESS) SIGN SPACING = X(1)MINIMUM SHOULDER TAPER LENGTH = L/3 (FEET) SHOULDER WIDTH (FEET) POSTED SPEED (MPH) BUFFER DATA LONGITUDINAL BUFFER SPACE = B BUFFER VEHICLE ROLL AHEAD DISTANCE = R CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT DEPERHOct 8, 2019Oct 8, 2019EW219-01819TH-P-TC.DWGSHOWN TC2 8 9 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:TRAFFIC CONTROL 2 CLASS A CONSTRUCTION SIGN G20-2 36" x 18" W20-1 36" x 36" ROAD WORK AHEAD ROAD WORK END CONSTRUCTION SIGNING PLAN 21 19TH STREET NE 1 2 CITY OF EAST WENATCHEE19TH STREET STORMWATERCOUNTRY CLUB DRIVE2 1 LEGEND DE3ERHOFW 2019OFW 8 2019EW219-01819TH-3-CLASSADWGSHOWN W=1 9 9 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:CLASS A SIGNING PLANEASTMONT AVENUEN BAKER AVE19TH STREET NE