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Reg 2017-09-18 Item 4G - Agreement - Strander Boulevard Extension Phase III Design with BergerABAM for $4,147,328
COUNCIL AGENDA SYNOPSIS Iailials Meeting Date Prepared , t ,I'1 rcrien. Council review 09/18/17 BG �, ❑ Ordinance Alts Date T)LR. _ Gward ❑ Public .Hearing .tliq Date • Other Mtg Date 09/18/17 Attg Date Mtg Ddte SP ONS( )li ❑ Council ❑ Mayor ❑ HR ❑ DCD • Finance ■, Fire E IT ❑ P R ❑ Police /1 PII7 SPONSOR'` Council is being asked to approve the design and right-of-way contract with BergerABAM SI'\INI.1RY for the Strander Boulevard Extension Phase 3 Project. This project will be the final connection of Strander Boulevard from Oaksdale Ave in Renton to West Valley Highway. BergerABAM was selected from two consulting firms. BergerABAM will continue their work from the Early Start preliminary engineering. Council is being asked to approve the BergerABAM's consultant design and right-of-way agreement for $4,147,328.00. REVIEWED BY • COW Mtg. [] Cil&P Corte n F&S Cmte Cmte ❑ Arts Comm. Parks Comm. COMMITTEE CI 1.11R: IM Transportation ITEM INFORMATION ITEM No. 4.G. CAS NUMMR: STAFF SPONSOR: BOB GIBEF7SON ORIGINAL ACT:NIi DATE: 09/18/17 AGENDA I IEM TITLE Strander Boulevard Extension Phase 3 Design Consultant Agreement with BergerABAM CATEGORY ® Discussion Mf Date i4 Motion ❑ Resolution Mltg Date ❑ Ordinance Alts Date • Bid _ Gward ❑ Public .Hearing .tliq Date • Other Mtg Date 09/18/17 Attg Date Mtg Ddte SP ONS( )li ❑ Council ❑ Mayor ❑ HR ❑ DCD • Finance ■, Fire E IT ❑ P R ❑ Police /1 PII7 SPONSOR'` Council is being asked to approve the design and right-of-way contract with BergerABAM SI'\INI.1RY for the Strander Boulevard Extension Phase 3 Project. This project will be the final connection of Strander Boulevard from Oaksdale Ave in Renton to West Valley Highway. BergerABAM was selected from two consulting firms. BergerABAM will continue their work from the Early Start preliminary engineering. Council is being asked to approve the BergerABAM's consultant design and right-of-way agreement for $4,147,328.00. REVIEWED BY • COW Mtg. [] Cil&P Corte n F&S Cmte Cmte ❑ Arts Comm. Parks Comm. COMMITTEE CI 1.11R: IM Transportation Cmte ❑ Utilities 1)ATI:: 09/12/17 ❑ Planning Comm. KATE KRULLER RECOMMENDATIONS: SPONsoR/ADMIN. CommnT Public Works E: Unanimous Approval; Forward to Regular Consent Agenda COST IMPACT / FUND SOURCE EXP1 DrI1 •RE REQUIRED AMOUNT BUDGETED APPROPRIATION REQUIRED $4,147,328.00 $4,500,000.00 $0.00 Fund Source: 104 ARTERIAL STREET FUND (PAGE 13, 2017 CIP) Comments: MTG. DATE RECORD OF COUNCIL ACTION 09/18/17 MTG. DATE ATTACHMENTS 09/18/17 Informational Memorandum dated 09/08/17 page 13, 2017 CIP Interview Scoring Sheet BergerABAM Consultant Agreement Minutes from the Transportation & Infrastructure Committee meeting of 9/12/17 99 100 City of Tukwila Allan Ekberg, Mayor Public Works Department - Bob Giberson, Director INFORMATIONAL MEMORANDUM TO: Transportation and Infrastructure Committe FROM: Bob Giberson, Public Works Director - BY: Robin Tischmak, City Engineer CC: Mayor Ekberg DATE: September 8, 2017 SUBJECT: Strander Boulevard Extension Phase 3 Project No. 98610403 Consultant Selection, Contract, Scope of Work, and Fee ISSUE Execute a consultant contract with Berger ABAM to provide design services for the Strander Boulevard Extension Phase 3 Project. BACKGROUND The City of Renton completed Phase 1 of the Strander Blvd/SW 27th St (Oaksdale Ave to Naches Ave) in 2008 and Phase 2 in 2014 (from Naches to the new Sounder Commuter Rail Station parking lot, between BNSF and UPRR). Phase 3 is being led by the City of Tukwila. Tukwila received Federal grant funding for the preliminary engineering and right-of-way phases and is proceeding with the design process as part of the preliminary engineering phase. ANALYSIS A Request for Qualifications (RFQ) was advertised on June 28 and July 5, 2017 inviting interested consulting firms to submit proposals for preliminary engineering design of Strander Boulevard Phase 3. Twoengineering firms submitted proposals and both met the criteria required for consideration- Both firms were interviewed and scored by a selection panel that was unanimous in selecting Berger ABAM as the successful candidate (scoring matrix attached)- A contract, scope of work, and fee estimate have been negotiated and are attached for consideration. FISCAL IMPACT The negotiated contract amount for Berger ABAM's scope and fee outlined in Exhibit A is $4,147,328.00 to provide final design services. The budget for Strander Boulevard Phase 3 is currently $4,500.000,00. RECOMMENDATION Council is being asked to approve the agreement with Berger ABAM for design services for the Strander Boulevard Extension Phase 3 Project in the amount of $4,147,328.00 and consider this item on the Consent Agenda at the September 18, 2017 Regular Meeting. Attachments: Page 13, 2017-2022 CIP Interview Scoring Summary Consultant Contract, Scope of Work and Fee W:tPW Eng1PROJECTSW- RW 8 RS Pr IStraeder Extenswn (986104O31..Phase B Pranunary Engineenegre fo Mems Berger Abarn PE 098817 gl ern.docx 101 102 PROJECT: DESCRIPTION: JUSTIFICATION: STATUS: MAINT. IMPACT: C OM ME NT: CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2017 to . 2022 Strander Blvd Extension Phase 3 Project No. 98610403 Design and construct arterial improvements for a new roadway extending Strander Blvd/SW 27th St from West Valley Highway to Oaksdale Ave in the City of Renton. East/west capacity between 1-405 and S 180 St is needed to serve Tukwila and Renton access. Project segregated into three phases. Phase I extended Stander Blvd/SW 27th St from Oaksdale Ave to Naches Ave SW. Phase 11 constructed a 2 lane road from Naches to the Sounder Train's Tukwila Longacres Station's parking lot. Paid Renton $1 m for Phase I & 11, Phase III will construct the undercrossing of the UPRR and complete the 4 lane roadway from West Valley Hwy in Tukwila to Naches Ave SW in Renton. New street. Project partners include the City of Renton, Boeing, WSDOT, FMSIB, Sound Transit, Metro, Amtrak, and BNSF and UP Railroads. Funds in 2015-16 are for updated cost estimates and grant applications. STP (PSRC), FAST Lane, and TIGER grants were submitted in 2016. FINANCIAL in $000's) Through Estimated 2015 2016 2017 2018 2019 2020 2021 2022 BEYOND TOTAL EXPENSES ,`• Project Location s � �yi` � liken- -- Design 58 440 2,500 2,0004,998 R IIllg- '91► r -- j Land (RJW) 104 450 1,000 1,554 Wetland Mitigation 50 500 o 550 Const. Mgmt. 2,800 2,000 4,800 Construction 15,000 12,200 27,200 TOTAL EXPENSES 162 440 3,000 3,000 18,300 14,200 0 0 0 39,102 FUND SOURCES Awarded STP Grant 2,551 2.595 5,146 Proposed TIGER Grant 7,900 5,894 13,794 Proposed State TIB Grant 2,500 2,500 5,000 Proposed FMSIB Grant 2,500 2,500 5,000 Proposed STP Grant 5,000 3,000 8,000 City Ober. Revenue 162 440 449 405 400 306 0 1 0 0 2,162 TOTAL SOURCES 162 440 3,000 3,000 18,300 14,200 0 0 0 33,956 2017 - 2022 Capital Improvement Program 13 103 ,`• Project Location s � �yi` � liken- -- yj Nimillilli R IIllg- '91► r -- j rF j o MO 2017 - 2022 Capital Improvement Program 13 103 Strudel Blvd BM Ph 31- Interview Scoring SL mmary Sheet Finm Ci mutative .9core Arg Sc c net Bar k Bergen AEAIV 21E19 96.3 1 KPFF 219E1 86 :I Irciic i. at Scones will rc1 bEl released Naas: Top twa sc tiring can c is al ell were d (ISE r fiiclm this it tenview. E enger A E AM was tI e top sconir8 candic ate and city will k E18ir contract r egotiations with tFis firim. W:\PW Eng' PROJECT. 'A- RW & RS Projei 11\SInanclen Exter $ion (98910403)\RFQ's1rander scoring-1rai lir ®-record o11 nag Local Agency AM Professional) Services Cost Plus Fixed Fee Consultant Agreement A81 oar ant Ni: m ber: Finm/Cingariaaiion Legal Name 11c rot use dba's : BargerABAM Inc. Pcdress 33301 Nintll Aua S 911a 300, Feidara:l Way, WA 9800=1 FEceralAid Numbers STPUL-127E(CICI7) UBI NumLer 6011:1 C15951 Fleceral TIN or SE N Nu.mter 91-1422913 Execuiicln 1111E Compleiior Dale 12131/2020 1099 Flc nm Recl t inec ❑ Yes C No FIE deral Particir atic ri Yes C Nc Prcjecl Title Strandar Boullavard/Southwest 27 Streit Exton: ion Descrir 1 for of Work Provides prellimiinary ongineoring dosign anc righil-af-wary services ila claristn:iclt app aide sapara1ad clrassing under a freiip11 rail lina and an exilemsion of 91randor Blvd. fram SR 181 to 9W 271 Strout. For addiilionall description of 1he sclapa of work, saa Bxhibil A. ToiialAmoi,ntAuthoriaec: 14,047,328.00 Management Reserve Rim : 11(I0,000.00 Max imt m Amou rit Paye L la: $4,14"; ,328.0CI I Yes 9% ❑ No DBE Particiigaticir ❑ Yes I No MBE Rarlaical ian ❑ Yes : No WBE Participiatior ❑ Yes If No SE E Pe rticiigaiic n Index of Exhibit Exl.ibil A Exl.ibil B Bxhibi�l C Bx l ibi�l D Exil ibil E 13x1 ib itl F Fix ;^ ibitl Cr Bxlibil H F,x r ibit I Bxribil J Sclopci of Work DBE Participation Preparatian and Dal ivory' ofBlocltroniia Elrginauring and Otliur Dada Prima Consultant C asil Complull atiarls Sub -const Itarll Cast Computatians '➢itla VI Assuranaas Cori ifiaail ion Docum ants IJiabillity ln: t ramie Incraasei A 11%* C ansulil ant Dos i 8n Elrrar P1 aaedurus Const Itarll C Iain Praaudurus A g reemenl Number: LIcicai1AgEinicy A&EI Profess for el Servuciisi Ccist Plus Fixed FeEi Ccinisutlarifl AgrEiemEint Flet isIEId 3V11/e1016 Fags 1 cif 14 105 THIS AGREEMENT, maces anc cntured into as shown in tha "ExeciLlion Data" box ori paga ono (11) of this AGREEIMDNTI, bcilwaen thci City of Tukwila herciinafler called the "AGENCY," anis the "Firm / Onganiaation Nama" refurancuc on pap ares (1 of ti is AGREEMENT, I aiiainiaftur callers thci "C ON SULTANT." WHERHAS, ti a AGENCY dcisireis to aaaamplis h thea wank rufeirenaeid in "Dcisariptian of Wark" on pale one (1) of 11- is AGREHMENTI anc herreiaftan called itl el "SEIRNICES;" anis does nicil have sufficient staff 10 meet thea required corn miilmeni aric thaneforu decims isl acNisalle and casiral la 10 engage thci assistance cifla CONSULTIN➢ila flravidcs the necessary SHRVIC EIS; and WHEREAS, lies CONSULH'ANT represcnls that they comply{ wi4i thci Washington Stale Siatuilas relalir€I to professional res€Iislration, if applicable', and 1 -as signifiuc a willingness to furnish consulting servicers to 11- el AGENCY. NOW, THEREFORE, in considurat an of 11-ei tarn's, canis itianis, aavcinants, anis perfbrmancc aanlainieid harein, ar atilaal- ad arid incorporai ad arid made a part liareof, ti a part ias het -do a8nee as follows: I. Ceneral Description of World The work under this AGREDMENTI shall aansisl oil the abovc•ccscribcc SERVICES as herein cafinad, and necessary to aaaamplish thci completac rook fbr this project. The CCINSLIL[IIANTI shall fLrriist. all services, lalcm, and related aqu spm ant and, ifl app I icai la, sur - const Rants anis sul contracrtars necessary to conduct anc camplctc ties SERVICES as designated alsewhere in this AGRHHMBN11. 11. General Scope' of World Thci Scope oft Work and prajeciled levcsl oft effort requ:irsad fbr thus SERV]C HS is das cmibed in Exhibit "A" ailtacied herd o zinc by this rafercnce made a part of ill is AGREHMHN 1. The General Scope oft Wark was develapad utilising pcmfbrmanaa lased cunt raciling meal acaloglicss. 111. General Requirements All aspects of cooncinailion csflthu wars ofllhis AGREEIMENTI will out sic a aglanciies, groups, or individuals shall reacivcs acvariau t.pproval dA theAGM CY. Necessary siertaals and mcatin€Is with agencies, groups, and Icor individuals shall be aoordinated through 1l- e AGHNCY. 11- a C ON SULfI'A N➢ shall asttcnc aaardinaticn, progress, and presentaltiari mcatingls with Thea A GENCY anc/or sual- Stale, Federal, Community, Ciq, or C aunly affiaials, groups or indiv sic t als as may be requestcc by the A GHNC Y. The A GHNC Y wil provide the CONSUIIIIANTI SL ifTiaieml notice prior to m ecu ings requiring C ON SULf['ANTI part icipation. The rn inim L im required hours ar daN s' notiae shall be agroad 4 a betwcan 11 a A GENCY and iI i a CON SULFA N11 aric si awn in Exhibit "A." The CONSULTANT shad prepares a monti ly flragress report, iri a form approved by the AGEINCY, wl-id- will outline in wriittcn and graphical form the variaus fliascs and the order of performance afltia SERVICES iri sLifficien1 detail so 11 -at thci progress of lha SHIM/ICES can Iasi IN be aval L atcc The CONSULTANT, any sub -consultants, and the AGHNC Y shall comply with all Acderal, Slates, and local laws, rules, cies as, rugulalions, and all AGEINC Y pot cies and c ireativcs, applicable' to the wonk ilei bei performed under this AGRHEIMENTI. This AGREEMEII\11 shall les interflrctcc and construct in aacordanaa will- ties laws oflthc Stale of Washington. Aglreerrien4 I\ un ler: Loc ail Ager cy A&EI Pnofessionai! Sc rvic esi Cost Plusi Fi. ed Fee Cor swiltaiml Agee mer 11 Revised SV111/2a1161 106 Paigci.Ic1114 Partia'pation for Disadvartaguc Business Enterprises IDBE1; or 5.Ima11 Businuss ElrterprisusI5.IEIE1;, ifnidi.frac , pew 49 CFR Part E, shall Ea shown on the head:irgl of 1hisAGRHHMHN11. If DBE f renis arca ut:ilined al the acammurcemcnt af this AGREEMENT, the amounts autharizec to each firma and their certification number will bei shown on Exhibit "EI" attaahed hereto anc by This rufi:aaaenaa made par of this AGRHBMBNTL Iflthe Prime C ON IULTANT is a DBE aer if ad firm thu}I must aomplly with tha Commercial Undid Fund ion ICDA; regulation aullinac 'ri thea AGENCY'S "DBE Pragram Pan iaipat:ian Plan" anc purfbrml a minim um of 31CI% ofItha total amount cif this ACIREIEMENTI. It is rucommanded, but not requiruc, that non -DBE Arime CCINSUUIIAN119 perform a m inim L im cif 30% cif I the' tall al am aunt of this A GREHMHNTL llhe CONSULTIANII, on a manthly basis, is required lo subm it DEEI Participat:ian of the amounts paid lo all DBD firms invoiced fear this ACIREIEMENT. All Raplarts, AS&EI maturials, anc other data fLirnishad tca thea CON 8UITANT by lheAGHNCY shall bei ruturnud. A111 electronic files, prepared by the (ON 8ULTAN T, must meal 1E raquirumemis as ouillinud in Exhit it "C — Preparation and Delivery of Electronic Hngineerin8 and othear Data." A11 cosigns, crawings, spuaificalions, documants, and alher wark products, :inalud:iragl all electronic files, preparuc by the C ON SULITANTI prior to con-pletian or termination cif th's AGREEMENT area instrumants of seirv:iae for th asea SHRVICH9, anc ara th a praparty cif thea AC BN C Y. Rausa by thea AC EN C YI or E y oth ars, aatir gl 1 hrough ar on E chaff of the AGENC YI of l any sL1ah i nnst it m ent s of l service, not ocacaming as a pan of this SERVICE, shall E a withaul Iiabilit}I or legal emplasura to the CONSUIIIIANTL Any anc all notices or raquests required LrIcer this AGREEMENT] shall bei made in writing and sent lo the othear parry by (i) aerlified mail, return recaipt requustad, or (ii) Ey email or facsimiles, to the address set ford below: If to A GHNCY: Nam ea: Slave' Carstens Agency: Cit) of Tlukwila Addruss: (300 Southcantur Blvd., SLiite 1100 City: Tukwila Stale: WA Zip: 98188 Email: sleve.aars dens@tukwilawa.glav Phone: 206-4:11-2446 x . 1( 4( Facsimila: If la CONSULTANT: N amu: Rah art U. Fernandeas Agency : HargerABA M Ina. Address: 313131(11 Ninth A vanue S., Suit(' 21(1(1 City{: Federal Way 9iatu: VvIA ZiF1: Ssa03 Em ail: E at .fearnandes@aE am.com Pt aria: 206-4311-2333 Facsimile': 2 a-431-2251(1 IV. Tim ei fon Beginning and C omp Ieition llhe CONSULTIAN111 shall nal buglin any wark undear thea tains of this AGRHEMENTI L nli1 aultorizad in writing EN thea AGENCY]. All wark under this AGRHEMBNII shall Ea campluted by the catea shawn in the heading of this AG REHMHNTI titled "C amplul ion Llata." The establisEed aomplat'an time shall not Ea axtenduc because aflany{ delays attritLiiablea to the C ONSUUIIANT, Ell may E a cap tundac by the A GEINC YI in 1 he event of a dulaN attributable' 1a th a AGENCY, or E ecaause af L raavoidat le c clays caused by an aat of GOD, goverr m ental act ions, car other cease it:ians E eyond the oar trot of 11- a CONSULITANT. A prior supplemental AGREEIMEINT issued Ey the AGEINCYI is required to intend the established aomplatian time. A €paeen e r t N u and e aa: Boca 1 Ag enc yA&E1 Prafe:as ionm A Sand( esa Cost Plus Fina ad Fele CansauIta nt Agree mer 11 Re visaed 3/11/261;161 Page 3of1 107 V. Payer ent Provisions Thea CONSULTANT shall 1 e plaid 1 y the! AGENCY far completed SERV IC ES roridemed L nc ar 1h is AC RBEME N11 as pincvided 1 - are iriaflteir. Such payrriar.t shall 1e ft 11 corr pans atiar foil SERVICES porfarmed cul SERVICES roridemed and fbr all lalor, materials, supplies, equipment, arid incidentals mac ssary 10 complete SERVICES, speeifie d in Seal ion 11I, "Seape aft Vvbrk". The CON SULTIANT shall confbrm to all applicable pori ions af14 CFR Pari 3 l I wwvd.c afr.gov; . 'III e e s1 irri ate in sL ppm -1 of the Cost Pk s Fax ed Fee amount is attaahed here 1e as E xhil its "D" arid "El" arc by lhis referencia made parr cif this AGREIEMEN II. A. Aellu al Co911: Payment fair all const ltirg services fbr this PROJECT shall be on 111 e b asis of the CONSULTANT'S actLal cies] plus a fixes lc e. llhe aeiiLal cost shall ineiluce aired salary cost, iricire cit cost mite, and direcil non-salamy ocists. 1. Direct (RAW; Lal ar Cosls: The E heel (RAW', Labor Cost is 1 h e direcl salary paid to ppiincipals, ppiaft ssicr al, to ahnical, arc cleriaal pc rsonne 1 fbr the time they aro productive lye ng aged in wail ne cessary to fi ]fill 1he terms cif tl is AGREEMENT. The CONSULTAN'II shall mairilairi supparl c ata to verify lhe c ireicrt salary costs billed to the AGEN C Y. 2. lndire cit C est Rale (IC R Cosi:: 1C R Cosi s are t1 else costs, othe r til ar direct ocists, whist arc iniailu c ed as such on the looks of lhe CONSULTANA in the normal everyday, keeping of its books. Progress payments sh all bo made al de 1IC R rail es shown in ati aeli ed Exhibits "D" and "E" of lhis AGREEIME NII. Total ICR pay mewl shall be base d on A ctual Costs. The AGEINCY agree s to lie im 1 L rse 11 e C ON SULTIAN 11 the actual ICR aosls verifies by audil, Lp to the Maximum Talal Amend Payal le, authorised Lnder this AGRBBMENTI, when mew mulated with all otllerAcrtual Costs. A summary cif thea CONSULTANT'S cast c stimale and lhe ] C R1 pc rcenil age is showr iri Exhi1 its "D" and "B",attacledNereteand 1y t1 is refarenee rr.adepart of111isAGREE MENU. The CONSULTANT (prime aric all sub-eonsultants) will submit to lhe A GEIN C Y within six (E ; mcnl1 s after lhe end oft each firm's fiscal ye ar, an 1CR sell( c L le in 1 he formal re qL ired 1 y t1 e AGENCY (cicist elate g cry, dollar e xpendil ure s, c to.) far X11 e purpose cifl ac just ing the KR rate for billings reee ive d and paid during the fiscal year represented EN the IC R schedule. It all also be Lsed fbr the compilation oflprogress pa}lments cueing the fallowing year and fbr retraaativ e ly adjusting tl- e previous ye ar's ICR aosl 1 ci re fit cit the actual rale. The ICR sol edule will 1 e se ml to Email: Consu ItantRal esgwsdot.wa.gov. Failure to suppl}l this inform a tions by e itF e n tl- e prime CON SUUIIAN 11 cul aril of 'heir su 1-aonsull ants shall clause lhe AGHNCY lo wi1lhhald payment oflthe billed JCR oasts Lrti] such time as the requires informal ion i; retie ive d and an av anhead rale fail billing purposes is apippiau ed. Tlhe A GE NCY's Project Manager and/air the Federal Gov( rr mewl may pe nfarm an audit of 11 e CONSULTANT'S books and records al any, time during regular business lCIL ns to ceteirmine the aetiial ICR nate, iflthey so de sine. 3. Direct Nan -Salary C asts: Direct Non -Salary Costs will 1 e re im1 L rse c al 111 e A ctual C est to the CONSULTANT. Mese charges ma}l include, but are not limited lo, the fbllowing :items: travel, printing, long distance to lephone, supplies, coniplLler aharges and the s ciflsul-consulllants. Air or train lI►iavel will 1e ne im 1 L rseid only t o c aonomy class le v e Is unless athc rwise approve c by lhe AGENCY. The C C NSULIIIAN T shall aompl}l with the rule s and re gulal ions regarding traN e 1 costs (c x cludir g air, train, avid rer 1al oar cash s) in aacordance with WSDOT's AaeciL Ming Manii al M 13-EI3, Chapter ] ( — Tlrav e I RIL les anc Procedures, and revisions til crate'. Air, lrain, aric rental oar casls all be tie im1ursec in accordance with 411 Coce oflHederal Rte gulal ions (CFRI; Part 31.1( `I..4 E 'Waved C osts." llhe 1 illing far Direct Non -Salary C asts shall include ar item ice c I is1 ing cif the oil arges direcl ly i de ml ifiable with the PRIC JEC 11 The CON SULTAN T 9 h all maintain the aniginal supporting documents in flheir office. Copies cif the! original supportirg documents :Nall be supplied lo t1 e AGENCY upon reque st. All at ave c1 argc s must bei nese ssary fan til a se ry ices provide c L ric ar 111 is AGREEMENT. Apiea men I\ umbel!: Lloc al A5 enc y A&E Ptak ssucin ail Sery icE s Costll Plus Fixed FE e Consults nt Agree n. eml Page 4 of 14 RE fdegi 3/11I/2C Ili 4. Fixed Fele: Tha Fixed Fee, which represents the CCINSULTIANTI'S profit, is shown in attlachoc Flxribits "D" and "FI" cif this AGREEMENT. TIr is feel is t ased can tha Scope of Wkark defined in this AGREEMFNTI and tl- ei ail inr ated person -hours required to perform 1 he s 1 ated Scope of Wkark. In l r ei event tt e C CINSULTAN"➢ alters into a supplemental AGREEMENT for acditional work, the supplen ental AGREEMENT may, inch: c e pravi siarrs for II I e ac c ad aosl s and an appropriate additional feel. The nixed Hoe will be proratec and paid monthly in proportion to the percentage cif work acnpletad EN the CONSULTANT z.inid reported in the Mara ly Progress Replan i acaon parry ing the b ill ings. Any pearl ion cif tl-. a Fixoc Fee earned Ij.1 nal paieviat sly paid in the progress payments will bei covered in the final payn ant, subject lo the prav:isions of SIeiation IX earrtill led "Tern ination cif Agreement." 51. Management Reserve Fu nc (MRF; : Tlhe A GHNC Y may desire to ostat l ish MRF to provide de Agreement A dmin:isirator with the flleix itility to authorize additional funds to the AGREEMENT! for allowat lei unforeseen casts, or reinrttrsinrgl the CON SLL[IIANT for adc itianaal work beyond that alreacy c afired in this A GREEMEN T. Su ah au thoriaaticn(Is; sl- all be in writing and shall not exceed the lessor of 1(10,000 cm 10% cif the Total A mot nt A t 1 horiaed as sl- awn in the r ead:irrgl of this AGREHMHN Tl. The amount includoc for the MRF is sl- Gown in the r eadingl of this A GRI EMEN TI. This fu rrc n ay nal be rupllenish id . A ny changes rocltiring additional casts in excess of the MRF shall be made in acaordance with Suction XIII, "Extra Vllork." . Maximum Total Amauml Payable: Tl el Maximum Tata] Amount Payat le t y tt el AGENCY 10 rhes C ON SIULITANT under this AGRE HMBNTI shall not ex aeoc do amount it awn in the 1 aading cif tr is AGREEMENT. TIFa Maximum Total An cat nl Payable is comprised of 1ra Tidal Amount Auttorized, and ire MRF. The Maximum Total Amount Payable duos not incl t c eI playment far Extra Wkark as stipulated ir Section X1111]1, "Extra \Mork." No minimum an aunt payable is g11tananteed urrder this AGREEMENT. El. Montt ly Progress Payn oris: Tlhe CCINSUIIIIANTI n ay subrr it t illings to the AGENCY fbr reimtursenant of Actual Costs pits the IC II anc caalculatec fee an a monthly basis ctring 1lre praglrass of alvei work. Such billings shall t a in a foam at approved b y tr el A GENCY and aaacam panioc by 1 he mond- ly plragros s reports rieiquired t nc er Scotian III, "General Requirements" oflthis AGRE FMENTI The billings will to supponiad EN an itemized listing for eiaer item including Direct (RA\kf Hatcm, Direcit Non-Salamy, anc allowable IC R Costs to which will bei added the proratoc Fixed Foe. Ta provic ei a n clans of veriflyinH de billed Diraat (CRAW) Lab an costs for C ONSUIITANTI cirri ployuas, 1Fei A GFINC Y may aonduol employee inten iews. Those int en iiews may consist aft recardirrgl tre names, titles, Direcit IIRAW) Habor mates, arc present duties caflthasu employees perfbuimingl work can de PROJHCTI at the time caflthe interview. C. Hi nal Payment : Final Payment of any t alance eta 1 r o C ON SUUfANTI of the gross am aunt eaarnuc will t a made promptly upon its verification EN the AGENCY after the complletion oflthe work under this AGREEMENT!, contingent, if aplpllioatle, upon aieeeipt of all PS&E, plans, maps, nates, reponis, electronic data and othem related documents which area requiaied lo be fiurn:ishec under this AGRHEIMEINTI Acceptanae of such Final Payment by the CONSUUIIANTI shall const itt le a raleas el aft all c laim s for playmord, wt ieh the CONSUIIIIANT rr ay t ave against tr e AGENCY unless suer claims aro specifically rosoruad in writing and transmitted to the AGHNC Y EN the CONSUUIIANTI prim to its acceptance. Said Hiinal Payment shall neat, however, bel a baii to any claims at the AGEN C Y may have against the C CIN SUIITANTI ar to any remedies de A GFINC Y may purst ei with nespecl to suer claim s. The payn ant cal any billing will not aonsl it t 1 e agreement as to 1 he appropriateness cif any nen and al l r ei lime of final audit; all required adjustments will bel made and reflected in a final payment. In the event that such final audit reveals an overpayment tci the CON SULTANT, the CONSULTIANT1 will aiefund suer overpayment to thea AGENC Y within thirty (210) calendar days cif notice of 11r e avorpaymont. Such rofunc shall neat constitute a waiver t the CONSUUIIANT far any claims relating to the validity of a finding) by the AGENCY! oft overpayment. The CONSULTIANTIras twentN (20) working days after reaeipll cif the final POST AUDIITlto begin the appeal process to the AGENCY for audit firicings. A€lneenanrl rumden: /Joc al Ager cy A&E PrcafesssiicanmiA Searvic esi Cost PJusi Fig ed Fele Cor sultant/ g reamer 11 Pzige cif 14 FFcivisaed 3/1 1/261116 109 D. 1 r. s peIeltion cif Cost Records: 'Ilhe CC N SULJIIAN11 anc th eiir sub -wrist ltanil s shall keep available fdii inspection ion Ey rcipneiseintativcis of 1he AGHNC Y and III- e United Staters, fear a periac of six (6) years after receipt afl final paymant, the cost rewords anc accounts partaining to ib is AGREHN HN11 anc all items relatcic to an bearing upar these racords with the following (', cleptioni: if any liti€latian, claim or at c it arising out of, in connect for with , or whited to this AGREIHMHN1I is initialed tafore the expiratiar ofl the six (6) yaar periac, the cast rcicares and accounts shall t e retained until such litigation, claim aim , ar at c it involy ing 1 h a rcicords is comp)latcic . An interim on post audit n ay bei perfearmad ani this AGRUEMENT. 111 a audit, if any, will be perfeirmcid Ey tha Stale Au dill ar, W SDOT's Intcarnal AL c it Offic Iaa anc /or at the request of I 1 he AGHNC Y's Proj cact Maragan. VI. Sub -Contracting Tlhe AGHNC Y permits subcontracts flail thase items cif 9HRIVICES as shown in Exhibit "A" attached Ilerello and b) this rcafbrencla madca parr of this AGREIHM HN IL Ilhe CC NSULIIIAN 11 shall Tical subclanilnacl fbr the performance of aar. y SERV] C13 under this AGRHEMHN 11 without prior wriltur perm issiar of the ACIHN C Y. No pcarmission fear si1contracting shall cunt a, between 1hei AGHNC Y and sub-carisu Itanl, any clartraclt ar any other relaticanship. Compensal ion fon this sL 1- -c onst Isar 1 SERVIC H9 sh all be Eased an th a cost factors shown on Bxhibit "H" attach ad herulo anc by this reaferurce made parr of thisAGREIHMHN1L Thea SERVIC ESI of it h ea sub-consufil ant shall not axccaad its m axin L m amount payalt 1 e identified in each sub - consult ant cost astir ata unlcass a prim written approval has t e'en isst ac by the AGEIN C Y. All reimbursable' dircact lat ar, indircact cost natu, c irecl1 non -salary costs anc fi) ad fele ciosl s for the sL 1-cansullanil shall be' nagalialed and substanttiailad ir accordance with section V "Payment Provisions" herein ar c shall be m amoria l load in a final wnitl an acknowledgement bulwcen the par ies. All su t contracts shall contain all applicat le pray isions of this AGREHMEIN 11, anc tha CON SUIITANT shall require each sub. cansultanl or subcardracllor, of any tier, 10 atide by the terms and conditions ofl this AGREIHMEIN11 With raspuct to sub-clansullant paynant, tha CONSULTANT shall comply with all applicat le suctions of the STAIIEI's Prompt Payn ant law as sat fbr h in RCW 39.04.33a ark RCW 39.']( .011. 11h a C ON SIULTANT, sL t-rc'ciplient, ar s L t -cions L ltanil shall nal discnimiinatc' on the basis aft race, colter, national origin, or sax in the' performance of this AGREEMENT. Ilhe CCNSUIIIIANTI shall carry out applicat lei rcugL irem ants c fl 49 CFR Part :I( in the award and ac m inisl natiar of I I]OT assisted contracts. Ilaailura t A II h a CONSIULTANT to carr} out these requirements is a material breach cif this AGREEMENT, which maty, rasult in the tarmirlatiar of this AGR IEIMHNII or such ollhar remedy as th a recipient deems appncapinialla. VII. Employment and Organizational Ccnfl ilcli cl Inielresli ZlI a C ON SULTANA warrants that th ay h ave real c'mplayac or retained any con plaany car person, othcrI h an a t c na fide errplloyeu working solaly fear tha CON SUL1IANT, to solicit or sacure this contract, and that it has not paic or agnaed to pay any clampany cm person, other 11 h an a bona fic a employ, ce warking solaly far tha CON SULTANA, any fact, commission, perclanta€le, brokerage' feu, gifil, ar any othcm cicrosic c'ration, contingent upon ar resulting from tha aawaric or making ofl this contract. For tnaaeh or violalion cif th is warrant, the' AGEINC Y shall have the right 1a aarrt 1 this AGREE MEINTwithaul liability or, in ills cisclreillion, to deduct film ithisAGREHMEINIIprice arcansiderat anI ar otherwise recoyar the f 11 amount of such fee', con n issiiar.I, plarcic'r.Itagc', brokerage' fact, gift, on clartirlgent fea. Any and all employee's cif the' CON SULfIIANT cm other' pemscans while engaged ir.I the pcmfbrmlanea ciflar.Iy work c r services regi road oflthe' CONSULT IAN11 L ndar 1h is AGREEIMEINT, shall be' clansic cored amplay,aes of the C ON SIULTANT only and nal oflthe AGEIN C Y, and any and all c lairr s that may arise under any Workmen's Agieerniert Tumtei: Local l Age nciy ABIE Prole ssikcin ai Services Casial Plus Fixed Fc a Cansau/Ilan t Agree ►rienal Page 6 of 1� Rkflibd 31111/201E1 Compensation Act on beth alf l of l saic employees or c1111- ar pleirscir s whiles so engaged, avid any and all claims mac e by all- ird party as a cicinsequurcle oflanN act cir omission on tt e' part cflth e CON SIULTANT's employees cir other persons while' so engaguc on any oflthe' work or services plravided to he renderuc herein, shall bei the sale obligallion and responsibility afltl- e C ON c ULTANT. Thu COM c ULTANT sl- all not engage, on al full- or part -.lime] basis, or other basis, during the pericc cif II- is AGREEMENT, any plrcifisssianial ar technical personnel wk-ci are, on have he'en, al any] time during the pleriac of this AGREEMENT, in the employ] of the Uriiteld 51a1Ies Deparimem of Trans pcirlatiori or the ACIHN C Yl eNcep1 rugularl}I netired employees, without written consent of the puhlice employer of such person if he/she will he wanking on this AGREEMENT for the CONSULTANT. VIII. Ncir disclnim it a lion During the perfbrm ante of l this AGREEMENT!, h e C ON c ULTANT, for itself, its assignues, sub -carat ]tants, su h contracllars and s u cicussors in interest, agrees to clan ply with 11h el fallowing laws arc regulatiars: • Title Nil of the Civil Rights Act of I S64 • Civ it Rights Restoration Act af 1987 (< :IL .S.C. Chap ur :11 c u h chapter V § 2000d (Public Llaw 1(1(1-:I_`IC through :I(1(I(Ic • 4 a) • American will- Disabilities Act cal :1990 Ileacural-aid Hlighway Act cif : 973 (4:I U.S.0 . Chapter 1:16 § 1:1101 et. siei.) (123 U.S.C. Chapter 31 § 21]4; 331 CHI Part 200 ▪ Rehah it it ation Act cif 11973 4 S CHI Pan 21 (29 U.S.C. Chapter 1( Subchapter V § -)IS4) 4 S CFRI Pan 26 • Age Discrimination Act of 1S 1_`I (42 U.S.C. Chapter]f § E 1(11 c11. seq.;RICW14S.60.lEl(I In relation lo Titles VII of the Civil Rights Act of lc (4, the CCINSLILIIlANT1 is bound EN the provisiaris of Exhih it "F" attach cid h creta and by 111-. is rufeirence made part of1111-. is AGREEMENT, and stall include the' at -lathed Erhih it "F" in (Nary sub -contract, including promrumur'1 ofl materials arc leases oflequipment, unless exempt by 111-e Rug lations or c ireal ivels iss uec pursuant thereto. IN. Terminaticin offAgiteement Thu riot 1 is neservelc by the AGENCY lo terminate' di is AGREEMENT all ariyl time with ar wilt au 1 causes upon ter (10) cays writilen malice' la the' CONS ULTANT. In the avant th is AGREEMENT is 1erm iratec by the ACIHNCIY, other than fbr defau It an tile part cal du CONSULTANT, a final pa}I m ent sh all be mac a la the CON SULTAN T for actual h au 11s charged and any appropriate fixed fele percentage al Zhu lime of terminal ion cif thls AGREEMENT, plus aryl direlatnon-salary casts incurred up111a til e limu of l ern ination cal this AGREEMENT. No pay] m ent shall bu mac e fbr any c HRVICES camplell ed after len (1(1' daN s knowing receipt by 1 he CON SULIIlAN T of l if e' noel ice to terminale. 1 f l tN e accun u ]ailed a yme r 1 made to the CONSULf11ANT1 priar to Ncil see of Terminialiori exceeds 11-e total amount thal would he cue when computed as sell forth in paragraph lwa (2) of is section, than no final payment shall he due and the CONSLLfIIANTl shall immediatuly ruinburse the AGHNCYI fbt ariyl excess plaid. If the sun ice's of 11-e C ONS ULTANT are terminated by 11- e AGENCYI fkir default on the part of the CCINSULTANT, di e' at Cilia formula fbr pay] m enll shall not apply]. In the e'ven11 of a tear i atiion for cefauh, the amount 10 be paid 10 the' CONSULTANT shall be de'lerminert by the ACIENCY with cions ideral ion given to the actu al costs r-1 mimed by 111 e CONS ULTANT ir perfkirm ing S ERV:IC HS to the dale' ciflterminal ion, the amount ofISERIVICHS orig'na1IN requited wh'ch was satisfactori:Iyl campletuc tla A greemenl Nu n-mber: Local Ager ay A&E Profen siona,l Seim ides Ccist Plus Fixed Fees Ccir sutlar 1I A greemein t A evis ed 3V111/201161 Page a cif 14 111 date cifltermination, whethen that HRIIVICE is in a form on a types which is usaaNle to the AGHNCY at the time of tcanminatian, the cosi tea the AGENC\CI oflanploying another finm lo ccmp!eto the SERVICES required and thea times wh ich ma}I be naquircac to do so, and other factors whkW affect thea value to the AGENCY cafltile SERVICES pcarfkirmed at the time of termination. Uracer nca circumstances shall playmont made' under this subsection axe eaed thea arr ou nt, wh. is h waL Id Nave h sen made using thea formula set forth in paragraph two (12) of this seatiani. If it is delerrr inod for any reason that the C CINSUIITAN1I was not in defaL It or th at the CONSULfIIANII's fi3uiL ra 10 perfbrrn is without tha CONSULTANT's ar its employea's fa'. It ar ncagligcanace, tha ierm'natian shall 1 e deemed to be a terrr inal ion fbn th e canvanienco of the AGHNCY. In suets an event, the CONSUUIIANT woulc 1 e reimbursed for actt al costs anc apprapriata fixed fee percentage in aaccordanae with thea term inat ion fbn otN ar 117 an default cllauses listed prey iaL s ly. 'DN ea C ONSULTANII shall, within ] 5 c ays, real ify the A GENC Y in writing, in tN a avant of 11-e deaatd of an}I mamba, partner, an officer oflthe CCINSULfIIANI1 ar thea death ar changes of any oflthe C ONSULITANT's sLparvisar}I and for aiher key parsannal assigned 10 the project or disaffiliation of any principally invoINad CONSULTAND ampla}laa. Ilhca CCINSULIIAN11 shall also notify the AGHNC Y, in writing, in tha avant of thea sale cm transfer of 50% an mora of 117 e h aneficial cwncrsh'p of the C CINSULIIIANII within 1 ` days of a:6 sale can transf it occurring. ]Ilhe CONSUL]IAN I shall Contint a to ba obligatcc to corr pieta 11- ea SERVICES under the terms of this AC REIHMHNT unlass Ih ea AGHNCY choosas to term inale this AGREHMHNII for aonvenienae or chooses la re nagotiata any lermlls) of this AGREEMENT. If termination fbn aanuenience accurs, final payrr ant will he mada to the CONS.ULTANI as sal fbni- in thea secand and third paragraphs of this section. Payment fkir an}I part of the SHRVIC HS by thea A GHNC Y sN all not constitutu a waiver by the A GHNC NI of an}I rem tidies of any, t}I pa it may haaN e against tha CON SUL"IIANT fan any, broach of I tN is AC RDEMEND bN the CONSULTIANT, ar for faiIt ra ofltha CONSULfIIAN'I1 lo parfbrm SERVICES required afI it by the AGENCY. Forbearance of any rights under the ACRHEMENT will not constitute waivan of entitlamarnl to exaraisa Lhasa rights with respect 10 any flztuira act an omissian by the CONSULCI'AN'D. X. CHanges of Work 111-e CONSULTANT sh all m aka such changes arc rev i sians in 1 he corn pletad work aft this A GRHEMF NII as naaessary to earrecl a rrars appearing ih arein, without additional eampensation therecafl SN au ld 11- a ACIENCY find it c asirabla fbr its awn pupas as to h ave previa'. s IN satisfactorily aamplated SHRVICHS ar parts thereoflchaanged an ravisad, tha CONSULTANT shall maka such nevisians as diraatac by iheAGHNCY. phis work shall be eansicared as Extra Wbrk and will ha paid fan as herein providoc under section XIII "Dina \Mirk." XI. Disp utElsi Any c ispu led issue not resolvac pursuant to tha terms of this AGREHMHNII shall be submittac in writing within 1 fI days lade Director of Public' Wbrks or AC HNC Y Engineer, whose c ecis ian in tha rr atllear shall h a final and h inding an tha parries afIthis AGREEMENT; proviced Naweven, that iflarc actian is hnaLght challenging 11- a Dinactar of Public Warks arACENCY Engineer's cecisian, that decision shall ha subject to judicial review. ]Ifltha parties to this AGRHBMHNII mutually agree, c ispulas aancerning allegac design arrars will he conducted uncial- the ndarthe pnaaaduros fbund :in Exhih it "JI". Ir tha avant that either part deem it neoassar}I to insfluto legal actian or praceoding to onfkarcaa any riphl ar obligation under this AGREIHMHN11, this actian shall be initiated it thea Suparion Cat rl oft the State oft Wash ington, situiatcc in the cauni y in wh ich the AC BNC \I is 1oc atad. The pan it's hareto agree that all quesfons shall ha rasalved by application of Wlaash;inglon law and tN at the paries have the r:iplht aft appeal from such cacisians aflthe Superiar Court in acearcance with the laws oflthe State of Washington. TNa C ON SULTAN]] hard }I consents to the personal _j uri sd ictian of 1 h e uperior C at. r1 cifl the Stale of Vvhsli ington, situated in the cat in which the ACBNC Y is located. A glia en lent T u mtl en: LleacaalAgency ABIE Profess. icirall Servicers Coal Plus Fixed Fie Cans. uhlantAgreed lent Rages 8 of 14 REVIV3f11112(1J Nil. Legal Rlelaticinsi The CONSULITIAN Il, ari}I sub -consultants, and lhe AGHNC Y sF a1I comply will- all Fac eiral, 91ata, anc lacial laws, it les, coda; , regulations anc all A GHNCY plaliciies eiric dived ives, applica1- le to lhe work to 1- ei plarformed undo! tF is AGREHMHN T. This AGRHHMHN 11 shall Ea inteirplreitoic avid construcid in accordance! with tI el laws of the Slate! c f Was1- ington. The! CONSULTANT sF!111 defcinc, inderrreify, anc hold TNci Stale cif Washing' an (STATH; anc da AGENCY and their afficicir: arid employees 1 -armless from all claims, demands, or suits al law or equity ari; ing ire whale cr in part from tha noiglligcirecee cif, ar del broach of any obligation undcin di is AGREEMENT 1-y, tF ei C ONIUIITANT or the CON SULTANT's agon1s, eimplayaes, sub consultants, st F ceontracitors or vendors, oft ar }I tier, ar any ott er persons for wham d a C ONIULITANT may bei legally liab lei; piety idad that nod ing F eireine sF all rcigc ire a C ON9UTEI'ANT 10 deifcind or indcimnifiy the 5.111ATE and lhe AGHNC Y and their officcirs and amplayaes against and 1-alc harmless the STAVE and 1heAGBNCY and lheir officers anc cimployaeis from claims, dcimands or st its basic solely upon the negligence! of or FueaciF of any aFligation Lnceir 1hisAGREBMBNII by the SEHATE and 1heAGHNCY, lheir agents, officers, einplaycieis, sub -car sullants, subcontractars ar winders, of any 11ior, ar any othct pulsars for whom the TRATE and/or tNei AGENC\I may ba legally liable; and pincr ided Thither that ifltNei claims or suits area cat sad by or ma. It from thea concur] ant ragligeincei of 11a)11 -e CONSUHTANTI or thea CONSUUIIANTI's agents, employees, sit i1--ceonsultanl s, subciar haulm ons or v cmc cu s, of any 1 icl, or any o111- ear pansans fair w1- cam 1 he C CIN SUILIIIANT is legally liable!, and (b; the! STATH and tan AGENC Y, their agents, officeins, eimployaes, sub-oansuliants, subconlracrtors anc ar vendors, of any 1 ier, ar any othcir personas for whom thea STATH and or AGENCY may I ei legally liar lei, thea dafi:lnsa and indamnit) obligatiar shall bei vallid and ca- fbncieatle anly to lhe eixteirl aflthe! CONSUIfI1ANT's regligcircici ou nagligeincie of tFa C ON5IUIITANT's agon1s, cimplayaas, sub -car sullan11 s, subcontracilars or vercars, of any 1ier, or any alher plersars fix whom the CCINSUIIIIIANT may I c! legally liar le. This pinavision! shall 1-e! Mick dad in any AGREEMENT l etwoan CONSULTANT and any sub-ceonsuhlant, subconiracllar and vendor, cif any tier. 1E- ei C ON9ULTANT shall also defer d, indemnifi, and hold the STATE and tho AGHNC Y and their afflciors arc omployeas harmless from all cllaims, c emar c s, or suits al :law or equity arising in whole or in part from the alleged platonl ar copyrighl infringement cul othcui allegedly implrapcw aplplraplriation or use of traces socrals, patents, I rapriataryl infauimation, knew -how, oapynight rights can inventions Ey the! CONSULTANT or lhe CONSULTANT'S agents, emplloyoes, sub -consultants, sL F contractors or vendors, of ar y tier, or any calker personas for Mom the C ONIULTANT may, bo logall}I liable!, in paufanmanca aflthc! Work L roc ar this AGREHMHNTI ar arising cro aft any uso in connec tian with the A GRHHMBNT aft m athods, p roaosses, c esigns, information on oil- or items ft, nnished cm aommuniaaled 10 STATH arc/or the AGHNCY,lheir agar ts, aff oars arc employees pursuant to lhe AGREHMHNT; plrcavided lhail t1- is indomnit}I shall not apply to any al aged patent ar ceapyright infringomenll or athar allegedly, improper apprapniatian or Lso of lrado secrets, platanls, nraplrietany irfalrmallion, know -1-!w, copyrigFl nighlls or inventions resulling dam STATH and ton AGENCY's, lheir agents', cffioers' and eimplayaes' failune to comply with spaoifiea writtar instructions regarding usa provic ed la STATH andilor AGENCY, lheir agents, aff cars and =play aes by the! CONSUIIIIANT, its agents, employees, sLt-consuiltants, suboartractors or vendors, oflanNI tier, or any oder persar s fail whom lhe C CIN SUIUIIA NTI may lc! legally liar le. The CCINSUIIIIIANTI's relation 112 thaAGENC\II shall bo al 2111 times as an indeporcant contractan. Nollwithslandirg any determination by 11-e Bxeoulive! EiIFics Eoalc or ather tr 1-Liral, t1- e! AGENCY may, it i1s scale disclrelion, by wrilton noticie to de CONSUUI'ANT tom inato this AGRHHMENT if it is found aftcm die natioe and exam inallion E the! AGEN CY that them is a villation oftthe! EiFics in Public! Sun lea Ad, C1-aptcw 42.5:1 RCW; or any similar statute! involving the CONSUUI'ANT ani tho procuramenl ofi or performance under, lhisAGREEMHNT. Tho CONSUUIIANT spooifaally assumes potorilial liability for action; brought by the CONSUJJTANT's owri employees or ills agonl s against 11- e! STATIN arc /or the! A GEN C \I anc , solcdy feui the! purpose of 111- is indemnification tion and c efense, the! CONSULTANT : ploc ifical ly waives any immunity Linc ar 111- e stata industrial insurance law, Tittle `-ll RCW. 1111i: waivon has 1-aen mutually negotiatac bolwaen lhe flat -tics. A€Ineen ent N umden: Local! Agency A&E Professional Scirvic ease Cosit F,11141 Fixed Fes Consultant Agreeimer A Revised Y111)20161 12611161 Fags SI 011 114 113 Unless cthorwise splecificc it this ACRHEMENT, theAGBNC Y stall bo responsibla for acminislraiiiar of construction contracts, if any, c r the project. Si Eject to 1 h e plrc aessing of a r ew sole sc L rcie, or an aoceptab lei L mien ental A G RHHMEN 11, it h a CON SULTAN T sh all provic o On -Call as sistar ae to the AGEN C Y curing cc r 1 nacit ac rr inistrat ions. By provic ing such assistance', tho CON SULTIAN T sh all assume r c responsibility) for: pinopelr cc nistrc otic n techniques, jc b site safely, or any construction cc r tracitor's fl3iilurc to perfbrm its wank in accordance with the acinntracil dodLmonts. llh e CONSULTANT shall obtain and keep in farce c L ring the term s of th is AG RIEEMENT, or as otherwisci roquiired, it h ei fallowing insi rancci with corr amt's an drat* sauces approved Ey the Stale lm trance Commissioner pu rs L ant to lli11e 48 RC M llnsurar ae C c verago A. Worker's coir r ensatiar and err plloyer's Tial ility it surar ce as roquiired Ey the STATE. H. Ccmmoraial general liability) insurance writtor under ISO Iorrr CC 00 a 1:1 04 or its equivalonl with minimum lira its of one millicini dollars ($11,(1(1(1,000.(1(1; per ocau rrencci and two million c cellars 0I3,000,000.C10) in the aggregate for ciacih policy permed. C. HLlsiness aulci liability insurancia written Linder ]ISO Forrr CC 00 (I1 l 0 (I1 or equivalent providing covorago for any "Auto" (Symbol 1; used in are amount nal less than a one mil l:ian dollar 11111,000,(1(1(1.00) combined single limit for oat ociciLmienco. Excepting the Wbrkor's Campensation insurance and aniy Professional'liability Insumanco, tho STATE] and AGENCY, their officers, omiployoos, arc agents will bei namod on all policies cif CON SULTANT and any sub- ciansultant and/ar sL haontractor as an additional insured (ills "Als":, with no restrictiaris cm limitations concerning products and completoc oporations coverage'. llhis ccvcrago shall bo primary coverage and nari-aontributoryl arid an coverage mairitairied 1 y tho AIs shall be oxcess ovor, and shall real aontril ule with, the ac c itianal irisured acv Imago required h maunder. Tl ei CON SUIITANT': and tho su 1 -consultant's andior subcarilrac tor's insurer shall waivci arty) anc all rights ofl subrogation against theAls. llho CONSUIIIIAN1lshall fk:Irish theAGHNCII with vorifiaatian ofIinsuiianoo arc endorsements requlirod by this AGREEMENT!. 11heAGEN CY resent': the night to require ciomplata, cera ified ciaplies cal all requiireic insurancia plaliciies al aniy dime. All insuranoa shall lei allairiuc from an insulranoa company autharized to do business in the State of Washington. Thu CONSULTANT shall sthmill a verification of insulranco as outlined above within fourteen 1114; days of tho execut ion oflthis A GRBEMHN11 to: N am ei: Steve Carstens Agency: City aflTukwi:la Address : (21(1(1 Sau thcentler Blvd., Suites : 00 City: Tlukwila Statci: \MA Zip: 98188 Hmail: steve.carstans@tukwilawa.gov Phone: 205-4311-2446 x. 1 ( 4( Faosim ilo: No cianccllalion of the fdregaing plaliaies shall le offecitivo without thirty 113(I; days prior ncilicie lo thaAGENCY" The CONSULTANT's pnafessiianal liability to 1he AGFNC Y, inciluc ing that which may arise in refbronce to section ]IX "Term ination oflAgneomient" of this AGREEMENT], shall le limited to tho accumulative amount cflthei aulhcrizec AGREEMENT amourit cr ono minim dollars ($1,CICICI,000.CICI;, whichever is greater, unless the limit of liability is iincroasuc by the AGFNC Y pursLant to Exhibit H. in no cease shall the CONSULIIANT's profci: siarial liability to thirc parties bo limited in airy way. Agreement Numt en: LociallAger ciyA&E Professional Sleirrucicis Cost FixEie Fee Cam.% /tar tAgreement Page 10 of 1/1 Flgri d ./111/.'1016 The parties antes- :into !1l is AGREHMHN1I for the sole 1einefit of Ila part:ieis, and to tie! cixcilusion of any th:inc party, aric no third party lenefieiary is intended or mated 1)1 the eixacuil ion cif this AGREEMENT. itaAGENCY will pay ria progress pa}Iments under sectiani V "Payment Provisions" Cali! the CONKISI1ANT has fu ly clomp ied with 11- is section. This nen ac }I is rich elxc tisivel; and the AGENT( Y may take such other action as is available iia i1 under otheui provisions cif ilk is ACREEMENT, on oillerwise! in law. )4III. Extras Work A. Tl ei AGENCY may ail any gime, by written order, make cil-anges within the general sciapla cif this AGRHEMEN 1 in ti a SERVICES to be perform eid. El. i flany sL cih change cat ses an increase ar decrease in the estimated cicisil of, or the time raquiroc for, performance afl any pari of the SE RIVICES t nder !Il is AGREEMENT, Mei-their or real c!l angec ly 1I l ei circ eir, or at einwise affects ar()their ileums and ciciric it:iars ofllli is AC RBEMENT, tho AGENCY sha 1 make an aquillable ad'lusilmenl in the: (11) maximum amt. nl pa}lablci; (1) de:livary ar aamplalion schedule, cm boilh; arc (_I) tither affectec terms and shall modifN this A CIREEMENT acccmc ingly. C. Tho CONSUL"IiAN11 must subm it any "request for aqt ital la ac jt sllmenll," hereafter refemied to as "CLAIM," under this alaLseI within tlirty 113ICI; da}Is fi'am 11- tato oflraoeipt oflha written order. However, iflthe! AGENCY decides that ti ci faits justify ify it, thci AGENCYI m ay roan ive and act upon a CHAIM submitted befbn i final paymant of this AGREEMENT. D. Failure 10 agreo to any adjustmant shall la a dispute triter the soatiar.i X1 "Disputes" chat so. Hciv evor, nothing iri this a au.a shall excuse the CCINSUIHTANII fhom prooaeding with the! ACREEMENT as clanged. H. Notwitt standing the terms and condil ions of plaragrapll s (A .) and ILEI.) above, tha m axim L m amount playable fhm this ACREEMENT, shall not le increased or considerad iia bo increased except ly specific writ tar supplement !I ci this AGREEMENT. XIV. Endorsement of Plains 1 fl app ical le, tl e! C ON 5IULTANT sl all place thou uric arsomon1 on all plans, est irr atos, or any tither eniglinaaning data furnished l y ti elm. AV. F eIc enail Review 111a Fac anal Highway Ac ministratian sl all have tie! rat 10 participate in the raview or eixamiriatiar.! afltlha SHRV1 C H9 in progress . XVI. Certification of the Consultant aind the Agency Attach ac horerto as Hxi ibit "G -11(a and l;" are the Certiif cations of the CCINSUIHTANIi arc tie! AGENC Y, Hxhibit "G•a" Curt ification Regarding Debarment, Suspension and Other Responsibility Maulers - Primal-) Covered llransactions, Exhil it "C-3" Celrtifioatian Regarc ing the Restrictions cif thc! Use oft Federal Funds for Ial1ying and Hyl ibil "G-4" Certificate! oflCurrent Cost ar 1lricingl Data. Heil ibill "G-=1" is required only in AGREHMHNZI's avelr ono hundred thousand cellars (IS I00,000.CICI arc Exhiilit "G-4" is roqulired only in A GRHEMENT's over fiva hundred thousand c altars I��I`ICICI,000.CICI.) Ilhese Exhil its mLlsll bo executed by tho CONSUUI1ANTi, and subm ittoc with tha rr aster AGREHMHN T1, arc rot urned to the e AGENC Y all the ac c ra5. s l istcc in seal ion III "C eneral Requirements" prior to its pclrfbrmance cal any SERVICES undo! this AGREEMENT. A€preen entNumdet: Ll dead Agency ABIE Frcifeis: ion a it SerHiceis Co: tl Plus Fixed Foie Cams u, taint Agree mer fl Field iscia 3V111/201E1 Pagle 11 cif I4 115 XVII. Com plele Agree m aril ZIhis docLment and nefereiricied attach mewls contain all covenants, stipulations, airic provisiars agreicid upon by the partieis. Nci agent, or rcipnasantativci ofleither party has aLlhemit)] to make', avid thea pari ies shall ral bei bound by an be' liabla fl=an, any silatoment, rcapuasentatian, pram isa car agrueamcart not seal for h heroin. No change's, amendmen11, or modifications cif thu tams hereacaf shall ha valid unless ruck ced to writing and si€Iriead bN thea parr ices as a sL plplcm ens lo this AGREFIMEN'II. XVIII. Exelclulicon and Acceplance This AGRHEMENT may bei simultaneously axeciL led in suvearal caLnlerpars, each of which shall Ea deeamoc to b a an original hau ing is eanticaal lcaglal effaced. Thea CON SULIIIANT c cies hcmaby ratifN avid adopt all st al em ants, neprosordailions, warranties, covenants, and AGREFIMEINII's canlaincad iri thea prapasal, and the supporting material sub mined by th a CONSUI1TANT, and coes huraby aacupl 1h is AGREE ME N"II arc agrcaes 1a all cif the temms ar c aanditians there'd. XIX. Prcleclion of Cclrlfidelntial Information 'Ilh a C ONSULTANT ackr awladges that same oft rl h e' m atcmial arc information ilh at maN coma into its floss cess inn ar knowledge ini connection' with this AGRHFIMFIN'Il or its performariaa maN consist of infonmalion that is men- p1 firom disalosL ra 10 th ea public at oth can unauthorized Heirs ans L ric ear caithcar c'h aptcul 42.51E RC WI or athar local, slatei an fedcaral s1 atL it es ("State's Confic antial Information"). Tha "State's Confic antial Information" inaluc eis, but is real l im ited to, names, addressas, Social Seal rity riL m bers, e -m ail addreasseas, telcplb ansa num bars, financial profile's, credit card informal ion, driveua's license nuimbars, m cac ical data, law eanfonaam ent recarc s (or ariN oth eir infkdrm ation identifiable' to an indivic L al), STATEI anc AGENCY saL nae coda or abject t code, STATEI and AGENCY seaaurity c ata, marc -public Specifications, STATEI aria AC ENCY non-public!N available data, proprialary software', 91atel sccurilN data, or information which may,ieopanc izc' ar A par of the pno,ject 1ha1 realatas ta any aflth esti types of information. Thea CONSUL11AN'Il agrees to bald the' State's Conficeantial Information in siniciast confidence and real to make Lsea of the 9iatc's Confidential Information far any purpose athar than the' pemfarmianica of this AGREEIMEINII, ta relaase it only to authorized e'mp:laye'es, sLb-consultarnts or subcontractors reiciL irinigl such inform ation for the pt rplases cif eauutNing aLl 1h is AGREEMENT, and rot to release', divulgle', publish, transfer, sail, disclose', or otherwise make' it known la ariN othem parry with cLt 1he AGENC Y's express written carisaril on as provided by law. 'Me C ONSULfIIAN Il aglnaes lo release such inform atian or material an IN to emplaNe'es, s L b -cons ultanls or subconirlractars wha have signed a r aric isalosure AGREEMENT, the terms of which haven bear prev'ously aplprave'c by the AGENC Y. 'Ilhe C ONSUIITANII aglre'es to implement physical, ealeatranic, anc managerial safeguards 1a praveant Liraautharized access to the Slata's Canfiderilial 1nfarmiation. Immadialely upon expiration ar tearminationi of ill is AGREEMENT, the CONSULTANT sh all, at the AGENCY's option: (i; aartifY to thu AGENCYthat the C ON SU[TA NT has c astroyed all cal the' Stale's Car'fidcrtial Information; or (Iii) raturnec all cflthc State's Carifidur'lial 1nfarmiation lathe' AGENCY; or OH; take IAhatever other steps the A GHNCY requires of thea C ONSULTANT to plated the State's C onfidenilia:l Informiatiar'. As requirec undcul Exccutiue Order 00-03, thu CONSUL'IIAN"II shall maintain a Ic'gl documenting) the' fal:lawirigl: the Stal a's Canfidunlial Informiatian recaivec 'ri the' perfhbrmiancc of this AGREEMENT; tha plurpmails; for which the State's Canfidunlial Infbrmiatian was received; who raceived, maintained arid used the Staia's Carficantial Information; and thu ficial cisplasition ofltha State's Conficential lrifarmalion. The CONSULIIIANT's records shall be s L b jeci tea inspection, review, or audit upon naasonabla nal ice' fbom the' AGEINCY. The AGE C Y reserves thu right to monitor, aL dit, or investigate' the use of th a Stalte's Confidential Informiation collected, used, or acquired by the CONSUL1IlAN11 through this AGREEIMEINIL 'Ilhu monitoring, aLciting, or investigating may include', b L1 is not rim ited rlca, saltirigl databases. A greemenl Nu rr ber: Local Agency A&E Professional Services Coast Pius Fixcid Feel Consultant Agrciemcint Pagel 121 cif 14 Rent/ 21/111/2101161 Vicilalion cif ill is section 1}I the CONSULTANT or its suh -consultants or 3 L1 csontracitors may result in termination cif this AGREHMBNII cine do m and fi us rc 1 urn of all Stal e's Confidential information, monetary c amages, chi per allies. 11 is understcic c and aoknciw lec gleed that the CONSULTANT ma}l provides the AGENCY with infarmalianl which is praplrietary zinc ylor csarlfidorilial during ties term of this AGREHMHNT. The parties agree to mairdain the aonfidentia:lity of such information during the term of this AGRHHMHNII and afterwards. All materials canlainiing 3 ucsh plraplrietary zinc /or csanfidesnt ial information sh all he clearly identified and marked as "C arlfidesntial" and sh all be neturnlesd to thea disclosing party at the conclusion cal the SHRVICES ulncer this AGREHMHNT. The CONSULTANT 31Ial I provide the AGENCY with a list of all informations aric materials it aonsiders confidential andlan proprietary in natures: (a) at the commencicimcsril of the tem cif this AGREEMENT; or (h; as scon as such aanifidorilial or proprielary material is developed. "Prcipniolary and/or aonficent:ial infornsatian" is not meant tci include any information wh ich, al the lima cif iils disclasures: (1; is already known to ilhe other party; (ii is rightfully disclosed ilcs one of the plarties by a third part) that i9 not acting as an age nl or neprosoniativa far the alhc r par{; (iii) is inc espenidesrstly devcsllcspled EN or far the oh eir party; (iv) is pub:licl}I known; or (v) is gencsrall}I uililizcic by unafflliailesd lhird parties cnglagled in the same business or businesses as the CONSULTANT. The plartiess also auk now :ledge that the AGENCY is sultjeel ila Washinglcir. Stale and federal public diselosuise laws. As such, Ile AGENC'I shall maintain the confidentiality of all such information marked proprietary and/ eanfidenilial ar otherwise exempt, unless such disclosure is requircic under applicat le states or fede ia:l :law. 1f a pub lice disclosure resquless1 is made to view materials identificic as "Prcipniolary and/or aonficent:ial information" or otherwise exempt information, tiles AGENCY will salify the CCINSULITIANII cif the request aric of The dales that such iseoards will he micas cid to the resquesler unless ilhes CON SULTANT obtains a court order from a court of competent .jurisdicitian enjaining that disolasurci. If the CONSUUIIANII fails to cal lain the eaurl order csnjciningl diseslosure, the AGENCY will release lila resqulestec infbrmatian on the date specified. The CONSULIIIAN'Il agrees to nal ify the suh-csonssulltanl of any A GEM( Y aomm ulnical ion regarding c iscicisurci that ma}I incsludc a sub-csarisullant's propricitaryl and/ar oanfidenilial infarmiation. The C ONSULITANTI notifioatian to the salt - csonsultarii will includes the dale that such reciaiic s will he lie leased EN the AGENCY to the re +. le sten arse stal e that unless the suet-aonsulltanl obtains a court chic esr fram a court of aompcstenil jurisdictions enjoining that discslosume the AGENCY wi 11 release the requested information. If the C ONSULITA NT andlar sub -consultant fail to a1 tairs a aourt order cin oilh esr julc icial relief enjoining the AGHNC Y ty the release dale, the CONSULTANT shall waive and release and shall bald harmless and incemnify tie AGENCY from all alasims cif acilua:I or alleged damages, liabiiitiess, ar oasts assoeiatesc with the AGENCY's said disclasures of sub-eansullants' infarmiation. XX. Records Maintenance During the plragress cif til ei Work and SHRVICIBS provic ed hereunder and for a periac of rsat less tH ani six (6) years from the dates aflfiral payment 10 ilha CIONSULFTANT, the CONSULTANT shall keep), retain and maintain all "docsulments" pod aining to the SERVICIHS provided pursuant to this AGREEMENT. Caplies cif all "documents" perain:ingl to the SERVICHS plravided heresunidehs shall bei made availah le far review art the CCINSUILIIIANT's place of business curing normal warkinsgl hours. If an}l litigation, claim or audit is commenced, the CONSULTANT shall cooperate w ith AGENCY and assist in the production aft all such documents. "Daaumc sits" shall he iseila incid until all litigation, claims ar audit findings have hem resolvesc evesrs thciu gh sulah litigation, claim or audit continues past the six ((; years retention period. Fcr purposes of this AGREEMENT, "dacsumerlis" means every writing or resaord cif evesryl t}Iples arc description, including eleatrc niaallly stc rest irlfarmailion i "ESI"), that is in the possc9 sic n, control, ar custody cif ilhe CONSUUIIANTI irlcsludirlgl, without limitation, any arc all eoihsesponsdenaes, csontracsts, AGRFIEMENT 's, appraisals, plans, designs, data, surveys, maps, spneadshc ets, memaranda, stcsrsagpsaphie or handwnitler notes, resplc rt s, records, telegram 1 , u les, diaisic s, notch aak s, lc glh oak 1, irsv aims, acaaunl ing reset rc s, wcrk sheets, charts, notes, drafts, seribblirlgs, rccsordings, visual displays, phalagraphs, minutes of meetings, A 8reemen1 Nu tr ber: Local Ager ay A8EI Profen si onail Services Cc st Plus Picea Flees Ccir sci )tar 11 Agreement Fle vis ed V/1141016 11V:Ia1161 Peiyte 131 of 14 117 tabulations, acrmputaIlions, summaries, inventories, cine writings regailcing conferences, conversations or telephone conversations, and any arse all other taped, receive ed, wit Men, printed err Wick matte!' s of any kine c r cescriphion; (weary cam! of iter fkireigaing whether or neat 11-ei original is in the possession, custody, ar conliiol of the CCINSULTIANT, arse (INeIry daps of any oflthe foreigairig, wheither or nicil such copy is a copy identical lc airs criginal, or whether at not a. ch copy cc mains any commentary! or natation what sclever that does not appear ori tliei crigirial. Fat purposes cal this AGREIEIMEINTI, "ESTI" means any and all con-v.1er data or alcicitrc nice rciciordeic me c is of any kinic , irieiluc ing "Native Files", that arca stores in any mac ium flram which it clan b ei reitriciu eid and cixamirieid, ciitt or directly or after translation into a redsaniably Llseiablei fbrms. ESI may include information and/or doaumeintatiarl storeic in aria wick s software programs such as: Elmail, Ouitlaak, Wkrrc, Elxccil, Access, Publisher, Pow(rloint, Adobes Acrobat, 8QL databases, or any oth or softwares ar eleict licrrsic corn m unicatic ri programs of databases that thea CONSULTANT mays use in thea peirfkrrmancei colts operations. EMI may be locatcic on network servers, backup tapes, s m art phones, thumb drivcis, CDs, DVDs, floppy c isk s, work ciomput est s, cell phone's, laptops c r any ether (deo-Ironic deixice that C SULTAN T Lseis in the peirfkrrmancci aft its Walk or SEIRIVICES hereunder, including arsy personal devices used by! the! CONSLIMIANTI ar any sLb-cionsultarit at homes. "Natives filers" are a sLib sat cal ESI arse re fear lc th ci cileicitronici fbrrr at (Alt a application iri wt ich s L ch ESI isi norm ally! cheated, viewed, and »or mac if erd. 1111 CONSUIIIIANTI shall include! this suction XX "Reicords Maintenance!" in aviary subcontract it ciriteitsi into in relalion to 1 his A GREEIMEINTI and bind the sLib- •cIonstltarit 10 its teitms, unless eixplass ly agreed 10 cithevwissei in writing b y tl-. ei AGENCY prier to the ext elution of I s ucib subcont pact . In witness whemeiof, the par ies hereto h ave! exciciuterc tt is AGREEMENT as cif th ei day, and year sr awns in t h e "Exereiuticrri Dater" b c x on nage are (1) of 1h is AGREEIMEINTI. Signature Dale Signature C ale Any meld f cation, change, on reformation cf tkli.!sAGhIEEMEINT Iadl require appro1cul as Flo fcinm tly tlhe Office (jibe Attorney Ge nercul. Agreemenl NuniI er: LIccallAgleincyA&EPrcfeissiiemilServiceisCootPksFigedFeieCorsultamlAgIrnieimeint Paglei14 ef1 RIE iltp11/2IC1'IE Exhibit A Scope of Work Sae attacheic E piF ibit A-1. Prajec1l Na. A greemerid NL miber: VVSDC 11 Form 14(1-(18151 EFEli h,WifIA Pagel 1 c f 1 RElvit eid 10V3(V2014 119 EXHIBIT A-1 - SCOPE OF WORK FOR PRELIMINARY DESIGN, ENVIRONMENTAL DOCUMENTATION, AND RIGHT-OF-WAY PLANNING CITY OF TUKWILA STRANDER BOULEVARD/SOUTHWEST 27TH STREET EXTENSION PROJECT BACKGROUND The cities of Renton and Tukwila have been working in partnership to complete a connection of Strander Boulevard in the City of Tukwila with Southwest 27th Street in the City of Renton. As lead agency for the first two phases of the project, the City of Renton completed an undercrossing of the BNSF Railway in 2014, connecting Southwest 27th Street with the Tukwila Sound Transit Station. The City of Tukwila will complete Phase 3 of the project as shown in Figure 1. Figure 1- Project Phasing City of Tukwila Strander Blvd/SW 27th 5t Extension Tukwila, \Washington 120 Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 1 of 60 In cuider io relc uc a the cost of the firs 11 two phases at the prole( 11, the BNSF t nderc rossing was (am llletac by installing el pump station to pump both stormwatEIr and groundwater entEuling the roadway e>'cavation hair the surrounding area. This was Envisioned as ain interim condition until construction of a ft111, four -lane arterial connection of Strander la EIauthwest :121h. The full build-ou11 was einticipaled 1a requiiia 11he conslructian of watertight walls and ai bottami seal f or the undenipasses. FRIIJECT IMRLEMENTATICIN This scope of work defines the effort] requirelc to Coif plata the design ail phase 3, as described Ell over. It als o deifine's the eft mit retquirec to iieevaluatci and updalEi the prajEct's National] Environmental Protection AgencN (NEPA) document, acquirEI night -of -way (ROW'„ and secure approvals from b oilh BNSF and Union Pacific) Railroad (L:IPRRf for temporary arid perman€ nl1 modifications 10 ]heir facilities. Construction phase services aire nal included in this scopEi of work, but will be provided as supplemental services when requirEid. RROROSED BASIS OF DESIGN 'Case of the Strander Grade Separation Prole( 11 will place 9lranc ail Boulevard beneath thEi UPRRI tucks IN El)lending the EIN URI alion for the BN911 undaiipass 1a the west anc under 1hE LIPRRI. The undercrossirg will utilize the pumping sNstemi consinucted in Phase 2 oil the project to pump sllormwatEir for the proposed Hhasel ? Elk tension to the existing pond. The isting pump slatian will need 10 be mioc ifieid and the pond will need to bEi enlarged and rroc ifiec to function :in accordance with the latest wataii quality 811anda lids. Giiclundwailler will be sapaiiatecl from the 8iarmwateii and ain additianal, new groundwater pumping system wil be used to pump groundwater la an out] all in the Green River. The c iischarge location has Net to lei determined. If El roadway section will bEi Eisteib lished in consultation with ihei C ity of Tukwila (herEinafter reformed to as C]TY; and is anticipated to be similar la the roadway sEictian Eistablished by the CITIY during the planning of the pra'elct. Oiheui features ail the project incluca modifications 110 accEiss seiuera busireissEis locateic to the west of LPRRI, and utility reilocatians, permanent or interims, andilor prolectian. SCHEDULE The target dates floc completing all work are shawn on the attached schedule. Theses tonged elates assume Thai the notice la proceed 'IMP for I hase 3 is provided an SIE EIepiemb ar:ICI:17. SIIBOON SULTAN TSI The ilollawing subcansultants will participates in the dcilivery of this scalls cif wcnik as follows. .t FE hr & Beers - Traffic Engineering .t Hanson Professional EIerviceis - Railroad Track Deis ign .� Shannon & VVl:ilson - Cleiotcchrlical I ngineering .� 1 Al: iancei - Surveying .t Abeyta & Associates - Rlight-of--VVlay Services .� Bright Enlgineaiiing — Struc t>.i rad Engineering .t R & VVl—Bumip Station Elecltiic ail Hngineering and Control Systems City oil 1 ukwila Stnariden Bluc /SW 27th SI Extensiori Tukwila, Washir gtor Exhibit A-1 BeligerAW' K, Ii" 4.a397.00 SeFlternbeii 2017 Ilage 2 oil 60 121 • Widener & Associates Environmental Documentation and Permitting FRCJECT AISSUMPTICINS The following llisi is included tcl clarlfirm the understanding between the CIITY and BeiigerABAM Ilheireinafteii relferlled to as CONSUILTIANTI; and will be used tcl guide the work. Additional assumpt:ians me provided with each spelc:iilic project task. Ilhroughaut this scope clil woiik, it is understood that the CITY will provide the CCNSUILTIANTI with one sect cdI eonsalidateld review clamments lion each c rails review round. ]lhe C ONSLILTIANTI will respond to the c omiments and inc clllporatel ihel agre€ c - upcln resolution into 1 he ilinall doc ument (Is; . �I. I1 is anticipated that the roadway typical section will be a four -lanes arterial and that the kely design ileatures will be based on the design report prelllauled by CONSUILTIANT for the City ail Renton during the planning of the project and the Stoll' water fIysllem Cor ceptuGl Design Repc rt prepared by BeirglerABAM for the City of Tli. kwi:la, dated Apiiil:I(117. ?I. The underpass will be watertight arid it is assumed that the small amount of grounc water from ihle i nderpass c an be clamibined with treated starmwateul and discharged to the Green Riven through a new outfall. 9. UPRE I may require) a separate) utility{ agreement for the new discharge) :lime deiscribec above. Tlhe costs for obtaining this ares not included in the scope of work. �. It is assumed the City ai Renton and the Washington State Elepantnlent of Transportation (IWSDC'1I will] allow the CITY icl use the Springlraak Creelk wetland mitigation bank consinucted Ey the City ail Fanion arid WSDCTI. 6. Stormwaier treatment will comply with the King C aunty Suldlacei Water Deisign Manual (KCSWEIM, recently updated 10 Ia consistent with the:ICI14 Washiingtan Stale Department of Ecology's (WDOE' 9lormlwaler Management Manual for Western Washington. 7. llhel C1TA will need to establish a preliminary engineering agneemani with thle Union Pacific Railraac (UPRRI and BNSII Railway (IBNSF to relimlurse UPRiI I and INSF ilor their review tirra. 8. It is assumed that C ON9LIL`IIANTI will design the new UPRR overpass, as well as the proposed slimily. 111 is assumed that UTIRR will prauide comments to the CCNSUILTIANTI in a timely{ manner to ilacilitaie the CONSUILTIANTI's design of project. 9. 11 is assumes the eixtansion ai the BN9H bridges founc aiions, to allow the el)4isting bnidga to be widened in iha fr turd, will be the same as ilhei existing foundations. Widening of ihle supersi ruc tune is not in the scope clil work . City o.I Tut wila Stnander HIvd,ISW 27th St Extension! Tukwila, Washington 122 ExFibit A-1 BeigenABAM, H14.01,I; AO Set ten ber 2( 17 Ila pi 3 of dl( 1(1. Utility relocation and reconstruction plains flan poweul, gals, and communication purveyors will be prepaireic by the respective utility. '➢hes CONSULTIANTI will coordinates direct:IN with thea utility{ companies and the CIT1Y. 11. 11 is assumed that design flan relocation all then King County sanitary sewer will be completed by King C a, nty' and the plans inc arporateid into the construction contract 11cir ihei Slnandeir Boulevard/Southwest 271h Street E>iension. The CC NSULTIANT wi]1 coorc in ate dirEectly' with King C ounty arse will provide assistance with iia, ging the sewer through then project site. 12. It is assumed than einaugh mionumeintaitian still exists to ceiteirmrne the necessary baundarieis for this prdeict"s efforts. If additional work, s, ch as El) hat, stluei title iieiseaiich and c amp]ete secitlan breakdown work is required, a portion oil that work malt'' be needed to bei completed as a supplemental service. 1 I. ]3ublix utility{ lacating services provided by ca]]befarey{audig.org will be i tilized lode! an initial location ail utilities in thea public RCV\l. A privates utility locating company is included in this proposal, 11a prauide complete infarmiaiion to verify' the laxation of pule ]hely and privately awned E urieid utilities lIsaniiary, storm„ wateui, flower„ gas, te]ecommuniciatlans, (tc.) wish painted ]acme marks. 19. Additional support liar vacations of exis ting I4OW ar boundary linea ac justrrients IAB➢A; of resulting parcels :is ncil incl, ded in this propasa l ais it cannot be determined until the design is finalized. If theses services are iieiquired, those seuiuices will Iei provided ais supplemental service. 19. The CITY wi111 provide rights -of -entry onto private lane s prion to field survey crew v:isitatlan, environmental explorations, arc geotechnical) investigations. The CIONEULTIANT will prauide a list of private piiapeity access that will Iel requiiieid TlhEI CIIT'I will FEl responsible for making a]] initial cant acI arid subsequent legal arrangements, ill required, lloii rights -of -entry is private property. The CONSUILTANTI will subsequently be iespansib]e llor notifying bash the CITU and cher property owner regarding the timing oft the work 1E. C oordinate napping valuers will be based upon a "project datum" being a ground realiaatlan of slater planer grid coordinates. 17. Preparing and rec cording a Record of Survey (IRCS is n(t :included in this prallasal. I11 additional wark is required, this work will be provided as supplemental service. SCCIRE OF WORK AND LEVEII CIF EFFCIRT Tlo flacilitate management of the project in an efficient manner, phase 3 work will be broken into then tasks listed bellow. (lily oil Zlukwila Slrarx en Hlvc /SW 27tH `, t Hxtenisiori Ilu kwila, W a all in gtori Hxhibit A-1 Hergei ARAM, 1114.0347.00 apt emit en20:17 Paget (1960 123 '➢ask 1.0 Pncijeict M an age mler 1 '➢ask :1.0 Directed Services '➢ask :I.0 Independent C cinstructabilily Ike view last 4.0 Survey anc Base Mapping '➢ask 9.0 Ultilities '➢ask t .0 Traffic Engineering, Illumination, and Signa] De sign last 7.0 Right -of -Way last fI.0 Environmental Doc . mleni atic n and Pe Erni ttin g last .CI.CI llailnc aid Engineering and Design Task 1CI.CI tnuctuiiail Hngineering Task 11.CI Ge c technical Engine e ring Tlask 12.CI Drainage Design Tlask 13.CI Pump n Design flask 14.0 Moadway Design The level of effc rt associated with prcviding these se twice s is shown in Ext. ibits D and E. TIlZei estimated level dl eilfort is based upon the assumpticns arid task de ript1c ns provide d belt w. Effc tits to comple to the Se tasks can 1, airy from the efilont assumed ilor the preparation of the level cit e llfort shown in Exhibits D and E. Sc mle l udget items may cost more an d othe rs IT ay cost less. The CCNSUILT1ANTl shall monitc r total costs expended ur deii this agreement and shaill notify the CITY if funds need to be realloc ate d betwee n tasks. C ity o91 uk�niila Strand( i H1Md/SW 27111 9 t Hxl (n: ion Dukwiila, Wa shir gtor 124 Hxhf bit E ergei PIHAM, P14.0347.00 9( p tern t (i i 20: 7 Page 9 a 1160 TASK 1.0 PIRIOJECT MAN AIGEMENT Subtas k 1.1 Phoject Coordination Be lige rABAM (hE re in aft 1I rE ilerred to a s CC NSUI1mANII) shall provides projecii management and comm unications betwee n the CC N.` UUTAN II t am a nd the C ity of "➢L kwi] a Ilh€ iie inafi er refE rre d to ais CUTIY; . The CCNEUL'IIANT shall perform prajE ct nation anic management tasks as ilollaws. • Pre pa FE arid submit mianihly in NI aices, induc ingi a tat uta tion of haurs expended, brakEn dciwn t y ea ch mIajar tisk. 41 The pare monthly progress rEiports summarizing the status of thEl budge I, identifying trends, and laking correciiivEi acticns if necessamy . • Prepare and update prolject chedule periodically as c ircumsi ances re c i. ire ar as re c UE Skid t y the CITY. The project schedule shall be deve]alle c using Microsaili Project. • Prepare sull cor sultand agI1Ieemenls and pe rfarm ongoing subciansultarll coorc it atian. • Mair lain all contracil-required documentation. • 111 is anticipaled th ail the Phase 3 efianl will last apglro) imately lwia yE ams (129 months). Suttas k 1.2 Q u ality Alssuranicie ThE CCNSUI111ANI1 shall] provide quality assurance/qualify control ijQA/QC) for a]1 design work in acciardancie wilt the CCNEULTANT' A, QC standards. Subtas k 1.3 Meeting s Rnciject Team Meetings The CCNSUIJTANII shall faci]itale biweeklN infernal pliaje ct tE a m coordination meetir gs c t rir g Ahase J. P total til 92 learn meetings are anticipated over a period al two Nears. MeE lin gs shall be aptlroximatEily 1 hour in duration and shall be allendad by an meragei of fiva CCNSULIIANII team members, incdudir g threes of thEi CCNSUIITANT's project managIement andilar project Eingineiering staff and two Whim CCNEUIUANT disciplines speciialisi€ . Mingles!! MEiEitings witti C ITY StafII The CCNSULTANII=.hall facilitate monthly progrE ss/pliaj€ct meetings with CITA stafil. A tciial of 24 C11Y meetirgs are antic:ipaled avem a period al Iwo Nears. Meetings shall be apglroximately 4 hours in duration, including! preparation and Ira vel timEi and shall be attenced by an avE rages of four C ONE ULIIAN'II to am mcimt e rs, including two of the CC N E UIITANI's project mianlagemen1 and/ar ptiaj€ct engineering staff anic twci othem CCN EULIIANII discipline spE cia lists. Dleli%enablkills; 41 Monthly pragres impart and invoice Gone copy) City of Tukwila StvancerElvd,ISW 97t11 StHxiefts ion Ttllwila, Wasilinigoni Hxllit it A-] E eugeHABAN , 1114.01d7.00 September 10:17 Mage 6 of 60 125 • UpdatEid project schedules if req. ired mane ciopN; • Updated contract dorms and certifications a Meletin notEis for all meetings a QA/QC documentation far all delsigri quark qui ] be made avai lat le to the CITY upon Iequesl Clity of 0lukwilz St narnder E lvd, ISh 2 7t1-1 St EN' er s on 'Ilukwila, WasHingon 126 ExHill it A-1 E eiigenABAIv , F14.03 97.00 Sep ternber : 017 Pa8e 7of(10 TASK e^ .0 DIRECTED SERVICES This task is intended tci ccivar project ectivitles that ale likely to lc recuired, bi t for which the scope and level of eililori cannot accum taly l: e deilined. '➢hese activities are currently not iricluded in the scope of Sall NIic€Is but will be provided as a supplemental service ill required. Slu btask 2.1 F t blic IrivciIvemeriil Iii requested by the C ]IT11, the CC NSULTANT shall conduct twci pi: blic open houses during ilhe design of the project. '➢1-ei purpose of these open houses waulc be to provide the general publics inilaimiatian about the status of the project. This information is expected to includes the pulipase arid need ilali the project, plrov:ide responses to frequently asked c uestions, and pravic El inilormatian about the llunding status and schedule ilor the prajesct. It is anticipated that the CITY will iieceivei input cin the project at these meeting and that the input will generally be supportive oil the project. Up to tAA o CCNSULTANT technical staff will attend to answer questions about the project. I1 is anticipated that one open house will be held early in the design ar d the second would l: El held where it becomes deaui that the prajeci is in a plositilon la moves tried construction. Written liesponses to ciamsments received aire nal anticipated,, k ut car be p1Iauic €IC as a supplementary service. Additional stakeholder involvement in the planning of the pllaject is inc luc ed in aiher project tasks whore necessary. Deliverablel(sl] .� Up to dives (s).hibits Crie hundred notices for mailing a Written summary of comments received Elubtask 2.2 Value Engineelrirlg If ilequesied l: y the CITY,, the CON KILTANA shall participate in a 1, alue engineering \1H; review of the project. The CITY may elect to contract directly with ai VE workshop llac i1itatcul ail may request the C OMULT A N'➢ pray ide this service. Oiheir services to be provided h y the CONSULTANT include the plIeparat:ian of the preiseentatian to the VE waiikshop participants, a vtiriitan response to \IE teams recommendations, and madiiliciatians to the project's design required 10 implement VE learn suggestions IF at aim acieeptal le to the CITY. It is assumed that the VE waiikshop wau:ld be conducted at the 3(1 percent design :level so that any recommendations 10 l: El it corpaltated in the project can be implemented eauly in the design, when the efilari to inc arporate them is minimal and can be ace cmlplished as paint the subm:ilte l review process. DEiIiverable(si) .� An initial presentation ail thea project Id the VE learn .� RER iew and response la the VE lean' recommendations VE rescommendatians aciceptec by the CITY will be incorporated in futures design submittals Subtaslk e^ Ad, Bid, arid Award Services ➢hes CONEIULTAN T shall provicle additional bid period engineering services fcir the Stralndell Bau:levardi Soul hwest 37th Street Extension Pha ses 3 project. The CONSULTANT shall answeni City o I Tul wila Stnarucer H1ud,ISW 27th St Exter s ion Trkwila, Washington Exhibit A-1 HergeiiABAM, 1114.01 I1.( September 1(] 1 Ila ge E of El0 127 questions from bidders that are forwarded through the CITY. 'Ilhe answers shall be returned 10 the CITY ilar distribution by the C I'FI to respective parties. St k consultant Coordinalticlrl The CCNSUILTANII will ciaardinaie w:iih :internal iiesaurces, including ihel project gelalElchn:iaall ante) environmental engineers, as required, la assist in answering bidder questions. 'Ilhis may involve) ciaculd:inating resources to draft revised special provisions and/ar plan sheets. Plan Modillicaliiona, Ac c circ L ma, girt C Iamifications The CON9ULTANII will furnish technical :input io ihel CITY in response to bidder reqs: Els is for clarification al I id documents. 11 warranted, the CCN9UIL]IANT will provide technical as isiancel necessary for preparing addendumis that may' include revised plan sheets ands»or revised special flrovis:icIns. Assume uf] to 29 unique) regi: els1: avelrafling hours cif rel, ponsE time for each request. As ume up to three addenda and ufl to :I 6 hours al preparation far each addendum. CI cliverable(9) • Email response: to CITY llor bidder questions • Creel electronic copy of ERM special provisions ar revised special flrovisians ilor each addendum in Microsoft Ward i cern at • Cne electronic copy of revised bid quantities for each addendum • Cne half sized 01,17) print cif revised plan : heats tar each addendum City o l Tckwila Sti ancer E ivd, SW 21th St Hx1 enii is ni Tul wi1a, Washington 128 Hnhibit A-1 Bei pi AI AN, Ft14. 47.00 Sepltemibeu 2011 Ilage 9 0:l EN TAISK .11.0 INDEPENDENT CICIN5 TRUICITABIUIThI R EVIEW C tt-9akai (hereinafter reiilerred ta as 9UBCC NIULTAN 111, under a separate s ubc (insultani agreement with CONSULTANII, shall facilitate an indellendenlI construcliability review of 11-e pro's(1. '➢hlis Elfilalii shall be completed all ihel 30 Ficiicent design level so that any recommendations to be inclaiiporated in the project can be implemented early in ihel design,, when the effort 10 incorporate theme :is minimal and can lee accomplished as part the submittal review process. I1 is assumed than this Review will require a min:imlt:mi of three ccinsilruclaIJi ity wail<shops,mleeiings. SUFIC ON9ULIIAN11 will alsci prouidel an independent construction cosi els timate at the 30 and E CI percent design levels . The pv(iposed consiiiuctal they review is anticipated ta focus llrimarillyi on the deuelapmeni cif ailteHnative methods all constructing the bottom seal. The alternative mciilhads area not weel.l- deiilined, but are anticipated ta include use of tremae methods, in combinalian wiiih some dewatering. The is io minimize the amount ail dewatering. The C CN EIUL`IIANII will deuellap 11rel imlinary design ( (incepts and subrn l/present i(i 9UBCCNSULTANII ilciii review and comment. A memorandum ii:] Yee written ta summarize the ailtetinalive boticimi seal work accEIss needs, including temporary walls ice facilitate construction. SUBCONSULTANII will use plan sheets provided f y CCNIULTAN T and st pEer:irrIFIasee the equipment locations, (crane sizes, and pick radius needed fcir the wark. The work will a. so include formulating a concieptu al level cast estimate and as review cif the c instruction schec ule provided by the CON 9UL1 ANT. Deliverable(51) An aneitiai] prEesentati(in of the FIroject io 9UBCCNSULTANT SUBC ON9ULT1IA N'➢ will prepare a draft and final memarandum ail the work described abovEi 41 UFI to tv\ a other meetings, with meeting minutes, to discuss and resolve is sues is entified by thEI review II An independent review of the consiruclticin (last at the 3CI and E0 percent design submittals city o,ITckwila Stllaruder Hlvd,ISW 27th S Exier sion 4lukwila, WasHinglon Enhibit A-1 BeiigenAH?IN, P1,1.0347.00 Septembev 2017 Fage '10 oil 60 129 TASK 4.0 5 UIRVEY RIND BASE MAPPING Cne Alliance (hereinaftem re ileIrlled ta as 9UBCCNSUIJIIAN`II), under a subconsultant agreement with the CIONSUISIIANII, will 'nuclide existing site condition dada in addition 1a the prelpallation of e)isling condition documents alar this pliajact's design. Ilhis will include wiisling conditions topographic ail survey and R0W, and part ell boundary dot umeni research, ilield work and Ease mapping flreflalledion„ including ani{ traffic conirol and or sailety compliance' lleIquiremenis. Surveying service's shall bel pelrformec under the direction ail a professional lane surve'Ning licensed to 'mach( a in the state ail Washington. Sulitask 4.1 !Record Researali ard Survey Control The SUBCOI\ EIUIIIIANT shall prauide laodetic survey control to suppcuil ilhe projec 1. Surveying services shall be performed under the direction of a prafess:iana] ]and surveyor licensed ta practice in the Malta of Was hingtan. The survey c antro] network will be based on CITY and aiher jurisdictions' published control, as well as survey cantrol established in flre'uious flhases ail this pliajeact. Hori2 antal and vertical daft mus will c'anilcuim ta the datums e'stablishe'd EN Flhase 1 of the Stander Bouleu and Ib tension Projec 1. Hori2anlal Datum - NADfl3/91 4Alashinglan Stale Planes, Narih Zane, U9 `lurvey Fed Vertical Dani m - North A m'eric an \lertica] Datum of 198H (NAVD 8fI , U9 Survey Fed Swivei)/ aonlrol will be set aul of the el) fleeted pliaject eel lents to ensuiie at gaad basis ilar this project's future canstruction. Cadastral monumentation local io the site, as availat ]e„ will to had into this survey, to aid in resolution of ale RIC W in ]Ile project area. 5 t btask 4.2 Tor og i aphic 5 t rvey 'Dhe m'a'pping provided, as shown in Figure 2, will be in support of the cesign of :improvements to c e sign the roadway{ e> tension ail authwasi 31th Ave nue to Strander Boulevard, and tha associated sidewa]1 s, utilitie s, and underpass beneath if a existing railroad tracks. ➢he iaflographic mapping will cover approximately 39 aeras and will include the following. a Locale auerheIad ut:i]iliels„ including "sag" ]ocatians/elevations of all auerhead lines crossing tha pliaposed 9lrande'r EI)lension. All utility pole's, including iransm'ission polas north arid saulh of the flroposed Strander e')lension, will also be' lacate'c. a Ilapo for United Pacific Railroad (IUPRta) embankment and hacks, with ellevations of lop all both rails, for:1,CI00 fast nonih of, and :1,00(1 feet sauth of, tha crassing of 9trander. 'Brack st rve y shall be at 5(1 -hoot intervals in curves and 1CICI-]loot intervals in tanganl liiack. City al Tukwila Stiiandeu BlvdbiSW 271h SI Extension Tukwila, Washington 130 Exh'bit A-1 Bei igenABAM, 1114.03 ,I 7.( 0 Set terriber 3(1 7 Mage l 1 of (10 King County iMap 1 11 once eomatics Surveying and Mapping Limits and Priorities 23 August2017 City of Tukwila Strander Blvd Extension Bcr{crA13AM, cu nccr 1 Approx location of Southern outfall Survey OI- WM{ 200 ft South of Outfell ,..,, ..,_.d.,.. King County GIS Ori Figure 2. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 12of60 131 41 Tapo BN SF Idailwayl BN 9F; unc eircross it g', (abutmelnl s, ]ow chard, top all l nock, and roadway Ileatures belclw), as well as embankmerii and lop of both rails ilor 1CI0 led north and :ICICI feet scluth of undercrossing. 41 Buildings and structure envellolles and fence envelopes ilor are'a's secured by fencing'. a Striping and chlanrlediiaatiorl for existing) roadways. West Valley Highway and businesses with limits sh'ow'n in Figure 2. 41 Concrete, asphali, grave], curbs, paths. 41 Drainage courses, swedes. a Inlet anc out lei of found culverts, incduc ingI those sl- own it Figure 2. 41 Visible utilities arid painted underground utility] ]ocaiions marked by a utility location company. ▪ Up to 4 CI potholes (ICI by ABS and 'ICI by C ]ympic Pipeline,. ▪ Ground eleivaticlns and all k reaklines suililicielrit tel cileatei 1 -foot contours. • Tree's 6 inches DBH and largElr. • Piper :iriv€ iii elevations and desciiipiions cif storm/sanitary sower stliucltu refs. • Locate Cildinany High Water Mark along tl-el Green Iliver from 9irander Boulevaiid lo 200 feet south of the sautheirn outilall. • 9UBCCNSUL11AN11 will apI']y fcir a UPRR "HERMIT TO BE ON RAILROAD PROHE141'Y FOR N ON IN1IRUSIVE CIVIL ENGINEERING SURVEY." CITY will assist, :ill necessary, in elk iaining this permit. • IUBCCNSULI11AN11 will obtain UPRI1 anc BNSF badges, as wE 11 as at lain adequatE railroad insurance prior to enter railroad property. S ut task 4.3 L Locate services The SUBCONIUL11ANT will prcluide underground utility location informal ion an eNisiing site cone ition c ocuments. A private utility locating company will be utiliaeid to :initiale utility mauikingl with 8111 Utility Lcicate Services arid lo mark util:iiies not covered by ihel Ell service. All utiliiiy mauiks w:i]1 be loc'ate'd as part of thle topographic survey. S u btask 4.4 Flight-ofWa) and Parcel HE siciIutiori SUBCCNSULIIAN11 will reisalve exislling 110W arid adjacenl parcel bounc aeries arid existing easements ori the adjacenl parcels within tk el projecli area. 11 is e'stimate'd thail 'IID title nepcuiis will City of 7 ukwila Slnanden Hluc ASW 2711 St Witensioni lukwila, Washington 132 Hxhihil PI -1 He ngerAHAM, P] 4.0347.00 Sep I ember 2017 Page 13 oil 60 lei reeded la determine) thea CITY's ROW boundaries,, as wall as dcilermine potcintial MOW a<cluisiition areas, easements, and permits. RCWI and l oundallyl resolution that was performcid for previous phascis of 1HHe project wlila he ulili� EIC and EIxpaindEId upon lo generate a ROW bases map for the projeclt. 5 btask 4.5I Ez SEM' ents z nd Exhibits SUBCC NSULTANT will prepare and dcilivcul legal descriptions and exhibits for up to 22 parcels (owirerships) for MOW lakes and easeimlents. Up to 4(1 EIasements (lteimlporary or peirni anent) and • hibits will bel pilepaared with up to three ilevisions pear parcel. S au btask 4.6 Wetlanc si an c Ponc SUFICCNSULTANT will map the deientkan pond anc adjoining weailands is shown as areal 4 in Figures 1. M app ing will ir clude two day of a Ihhlae-person crew Ilcua three days ail a twa-person crew), for locating wetland illags ais set by aihers. / EsumpltionQs) • SUBCCNSULTANT shall obtain Hilo relports with underlying documents fcir up to 212 palicels. • SUBCC NSULTAI\ T shall obtain rigHt-ail-entry IARC E; far UPRRI and BNSF propearties. • 9UBCCNSULTANT will clacuadinaie aICCEISS and entry ant railroad properties. • 9UBCCNSULTANT cannot wa]Iranty that adeaquaiea aIceeISS is any pllaperties will be granted arid will notiilN thea C ITY til probleamis with access alre eaxperienced. • E to 22 adjacent pnapeartieas will ba requireld and obtained l y tHEI CITY. 9UBCCNSULTANT will caardinaliea and schEIdulea wiark with the client and C IT11 to insure proper r otlf:icatlon cif prapaiity owners. • Trafilicl contllcal, 111 rec uilaed, to be provided bN SUBCONSULIIAN11. • True tags and driplines area not a Acura of the scapea of services. • Wleailand and OHWM flags to le seri ljy others. Sketched maps of thle weriland and CHWM Tag locatlans will be pilau ided to SUHCONEIULTIANTI prior to the Weiland mapping. THE' estimate Ilor wetland flag locating is far three fl -1 our days for normal two -parson crew. « Estimate for potholes is an estimate only and may changes l alsed on actual costs, including potholing CHL pipelines. SUBC ON EIULTANII Has na amnia] Crier 11l is wiark or the prices fail it is wiark and does not wialrranty{ e itHEIr the plaices ar thea quality ail tl ea work itself. « Estimate for undergilaund utility{ ]states its subjelct to changes. 9UBCCNSULITANT Has no contra] mar it is wiark or the price for this wcmk and doers not warranty either able prices of the quality all the work itself. Cit ofl'➢ukwila St/land( 111vc ASW 27t1 9 t 11xtensior Tukwila, Waihir gtor Hxllibil A -:I HergeuAHAM, 1114.0347.00 9(plen1(112017 Pagel LI o1160 133 Price for llitla relporils is an elstimate! only. SUIBCION IUTILANT blas no cIclnllrall oven! this price. 11 Tray be! higher. Delivemal IelQsl • Topograplic stmay ar.c ROW 1•asa map (lalelctror ic! dopy), :I -foot corlatn iriervais • Ac toCALI st rfacos (1LI11M Filas; (elacll]!ar is copy) • Copy cif fiald survaN books (elluatronic! acif151; • (111 fila cif canlllcll Plaints • Construcl ion clontrol plans Clily of llukwila SI rands n E lv d/SW 271h St Elxtension lukwila, IN ashirgton 134 Bxhrbil A-1 E ergenABAM, 111 4.0347.00 Sept ernibe n 20] 7 Hs ge 119 o9 60 TASK 51.0 UTILITIES 11hee CION IUU]1AN11 sf all ciaardinalle with the utility ciampareiees during Thee conceeptu all desigrl pllaaeess in order la dete111mlinee the necessary impacts lo 1helir systelmis, stalling altelrnalliv€i , uglgradeis I util:iiiels, and lo ars seiss arty utility relocation ceosis. S u btask 51.1 isting Utility Data llhel CIONSUUIIANT shall eoniaei all utilities within the corridor to obtain and review available as-buills and ceonsllllucetion record drawings for the exislling utilities. A private utility locale serviced will deteeiarine the locat:ian of all lhe underground utilities. phis work is included in 11ast 9 . Surveying arid Balser Mapping. As -built information anc other information obtained from the utility companies will bel inaorpallatad into the praj€cet base map. llhe CIONSULIIANT shall provide the CFIIY w:iih an A1,IA dolor-cecldeld Existing Utility Map Exhibit. Utilities known to exist :in the project areal, anc anticipated lo bel aflf€ceteld by ceonstiucelion of ihel project include the following. « Olympic Flipe peircllcum gas lines 12 -inch and :I4 -inch • PSE aveull-elad power (transmission anc distribution • PSE subsi titian « Iliber aptice (AT&1I, Level 3, and Sprint located in UPIRRI 1 C W « King C aunty sanitary sewicr « EIixty it ah Eleatila It ib lie UtiiliiiEls (SIIIU waterline to the narlh, perpendicular to UPRRI. Affelclled by shoofly « Utilities in vicinity al Mist Valley, including PEIE gas communicatians, arid wailer, sower, and power services, oda of which may or may nal be alffelcetec ▪ City all Fenton lighting system insladled August 2(1171 from BNSF to intersection of Naches Avenue located a:lang north side of sidewaald llhe CCNSULIIAN'l] shall identify options for mainiainingl sewer service) dulling) lhe project and for relocating or ] eplaeing llha permanent utilities. llha following) reiseia iiah work will need lo be ceompl€ied for lhis last . « Collect and rev'ew availab le pe peal and electronic as-bt ilts and ceanstruceiion ]eececlyd drawings fro] the el)qisting utilities and associated equ:ipmelnl, including valves, structu res, and atf en features. e1 Collect and review available sanitary syslemi masteuplan, hydilau lice trade], and any r€glClris from King County, with an emphasis on lhe delsigr ciiitelria a sed for lhe existing) sanitary force matin liner. City oil Tu kwila Stiander Eh d,ISW 27th Si Exienision Tukwila, Wasl ingl on Exhibit A-1 Beige nAE AN , P14.4 3 417.00 September 017 Page 16 of 60 135 Deli%wet le els] DraiI existing utility map exhibit ilcoaclr 39)22 rola plot; Subtaslk 5.2 Preliminary Coordination with Utilities The CCNEIUIJTANTwill facilitate thEI ciciclydination efforts with both the public and private utilit'els wlithin the corridor. Tire CONSUIJTIANTI will coordinate) directly with the utility com Ipanies. TIhEI C ONEIUUTIANT sl- all attend a utility kick-off c aculdination meeting with each of the utlity c clmlparlies, wlhiclh will be held at the CITY. The CONSULTANT will endeavor to iielducle the number al meetings by meeting wlith mare than one at a time. The purpose cil the kick-cillf meeting is to int our therm) cii the project, discuss impacts to the utilities based an thEI preliminary eclnceptuall ciclnstruction staging, c iscuss utility ulpgrades, determine ez isting utlityl easements, and to gEll initial feedback on the utilities' (ICIfCIEI1I11S arid their anticipated 1E1\1E11 of al fort tor the project. Based an utility company Ile€ldback llrcin If as utility eoorcinalticln meeting, the CONSULANTI shall deRielop utility construction stagging and relcicalion concerns. The concepts w'll be inclorpoiialted into ihel draft ut'].'ty{ relocation/protecltiiclrl conceptual design for CITY and utility{ r€luiew. All comments will be consolidated into a single sail ciil comments by the CONSULTANT. As part of the efilclri described abavel, the CCNSULTIANT will facilitate one additiclrlal coordination meeting wiiih each of the utility compan'els, wh'clh w.11 be head at the CITY. The purpcls€l of this coordination meeting is 10 present the prcIfIas€Id a tility relacation plain and to Belt final ileledbaclk on the utilities' clonceulns ante their antic ipat€ld l€luell of efllculi far the pllclje(lt. Because it may not le possible tci have all the utilities present at one fire, an allowance has been made for al least one sElllaulatEI meeting with ela(IF utility. It is assumed tl' EI respective utility{ ownEiiis will prcluide timely concurrence on reloclalticln plants lloi all ui ilites and will provide design all the r€llo(Iaticln to the CITY and C ON MIULTIAN'll in subsequent phases all if EI project. TIh€I C ON SULTIANTI sha 1 ass'st the CMI :ri pi apalring any necessary agreements by providing a mElmlarandum c ocumlentrlg p1clposed iialocatiorl planes anc incluc ing meeting minutes and othaii (I01 respondence generated by the utility coordination effort. Aslsumpltiorl 50.i] u Final utility ieaaclation/protection clone€lptiiall cosign will be used by the CITU in their Utility Melmoran c um of Undersi andira g. Deli%eta hIeiQ:I • Draii utility{ rellocation/prol(lcflan cclnceptua.I design 01)17 e. lel(Irclnic cCoglies) — C cnstruc lion phase lie I acati oniFpl lclt etc lion — Ilinal cclndiiion rElloc atian,»protection Clity of Tukwila St] anc erE1vd/1t^ 77th StHxlens ion Tukwila, Washingtani 136 Exhibit A-1 H e get ABAM, 1114.13 z '; .0( Segterrbei 7(117 flage 17 of EIO a Carisolidated commends Excel electronic formai) a Final utility relocation/piialeclion concieipttial design Construction phase relcicaiion/praiec1ion Finial condition iieilocation/protection 11x17 eleictron'c cop'eis; Stu btask 5.3 Coolie inlaticin witt Utilities fou Final Design] The C ON M UIL'I A NT shall ail lend Iwo meetings with c 1 i li ty iiepresentati ves and the CITY, cine before and ane ai1Iter the preliminary dcisi gra (ICI percent PE. & E; sc I mutton. Dec:isiians fram ihesei meetings will be dacumenteid in the meeting minutes aind incorporated into the plans. The CCI' f UILTANT will pravide eixh'li its and the minutes ilor these n1IeEIlings. Meetings for the water main and sanitary sewer forces main will be held seflaiiaitely arid are included urdeir Subtaisk 5.3. Asisumritionfillsi • Twici utility c aardinalion meetings. • One racnd ciil comments frcim CITY and utilities on the flrelaminary design submitted. • CONSULTANT will compile comments from utilities into the i. tility coordinatian lag. Deli%mat kills] • Cansolidaied seri (111utility comments Ilor the pre]imiinauly{ design submittal in MS U col Iloiirr at • Meeting minutes in ME Word Electronics formai • Hard copy{ of plans 11:1 x17; ilor each individual utility at each meeting and a full-size set ilaii USE! in discuss:kins at each meeting • Hard copy{ roll plat 132x39; depicting all utility relocations will Le provided io each utility ail a 30 peuicent design level Subtasik 5.4 SRU Waterline Monitoring Plan Thus CONSULTANT shall prcipose a plan is the CIT' 1 to mon'1aii SPUs waterline for Saltlemerii oil other movement. Deli%euablei(s; 41 One PDA of a draii wateulline monitoring plan 41 One round all comments from King (aunty and CITY on the piieliminary design stamina] a CONSULTANT will compile comments from CITY and Kings County into the utility coordinatianaag • If applicable, the CONSULTANT will coordinate arid obtain 'mitten concurrences from the County on any requested c eiuiation from the County's star dads pr:icui to the beginning all construction of the Interceptor AcUustmeini Waiils Clity of'DLkwik 9tjiancerHlvd 9 N 77th StHxIension '11ckwila,41ashingen Exhibit A-1 Beige iiABAN , H14.03 zI1.4 4 Senteir bet 7 4 1 7 Hale 18 of (IO 137 Deliveuat lells) • Canso idaied set of sar>1ila1iN sexier comments for the preliminary design submittal in IMS E� cel formai • Meeting minutes in MEI Word elect -ionic format Sutta;rik 51.9 king County Sariiilary Sower Relocation A new sanil arN1 sewer pump station will bei requiiied to diveril flow from a klortion of a King CauntIN owned sanitary SEIWIEIII trunk line that will bEt impacted by this project. it El CONSUIITIANTI shall present options la relocate the King County{ sanitary sewer interceptcv (Ibetween El} isling C my Manhole J\ a. I4-1fI-16 located at the northwest comer of the ila klropert-1 and intersection all Southwest 37th EliiieelliNaches A venue; . Tl- El C ON 9UIJ`IIANT shall coordinates will- King County{ on the route and document decisions agreed to in meeting minutes. lli is assumed King County will design the relocation arid provide finial plans, specl:illicatians, and estimates 10 1f El C 9ULTANT to include in tl et consliiucltion contract fcir the Strander Bouleuaird/9authwest 37th EItreei Extension project. Key components all the relocation designs will inch: d€t dup:ex submemsilr]e solids handling pumps, wiet well, valves, valve vault„ discharge piping, contro.s, CMU block building to house the controls, and standt N generator. The wet well and valve vault will 1: a precast concrete. It is assumed that King County{ will evaluate it El need far odcir and corrosion mitigation and incicutporate requilted mitigation into the design if deemed necessary. Deliverable(5 J • Meeting mint les documenting design coordination wiilt King County{ ( lily of T ukwila Strar de n Hlv d/SW 27t1I St Hxte n; ion 1ukwila,Wa:Hingori 138 HxHibit A-1 HergeiABAM, 1114.0 ,17.114 SE p ten ber : 017 Ha ga 19 of 60 TAISIK 6.0 TRAIFFICI ANAILIISISI AIND ILLUMINAI1ION QSUECIONSIULTANT; Slu btask 6.1 C evelap Ant rr ptions alnd Methods foil Traffic Analysis SUBCIC N SUWI1AN1I E reinaili er refE rrE d to as SUFIC ON SUI mANII), und€ r a separate subconst ]cant agreement with CON IUL 1A NT, will calk ct„ review, EMIaluatel, and synthesize) prior traffic ana]ysEs prelpaiied far the Strander BoulEaiid eNtlension arid other projects in the study) arE al (lNorthwi€ s1 Arena DEM, SouthcE nter 9ubarE a Plari EIS,, Ilransportaiion Hlemlent Update, etc.;. In addition, SUBCONSULIIIAN`l will coordinatE wiith Ilartrelr awn( ies/juilisdictians 10 understand Ei) pelctaiions alar the prciject. The primary purpose ail this task will I: EI to gather aidditionalbaclkgraund infarmlaiion required la complete the traffic analysis and design of the E tension project. 9llelcificliask s'ncluc€ the following. • Coordinate with W SDOII, Menton, and Flub wila to at slain and rE views relevant trafilicl studies. • RE view the analyzed scenarios, including traffic) forecasts and h arizon years assaciatE d with hlhaising the prajE ct. �i Cloorc in ate wiiih ihE C IT11 to determine the raadway cross section and active Iransportaticin aciclE ss needs to analyse in Phase 3 and the apprcipriale horizon years is arialyzE. Deliverable (91 Summary ail prior impcirts/studiels a Preliminary construction cost estimlaitE s Ilor arilidpatE d signal modifications Subtask 6.; Trafl is Sltu c 31/C F eration Ar alysis for Environmental Documer tation zir d 3C Alelrcent Design 9UBCON IUL➢ANI] will prepare a traffic study to ueulify the int€ rsE ctiorii»raaidway geometr.: cs ihait satisfies elnvincinmelnial documentation requirements. This procE ss wi]] consist of the hallowing. Data C olds citim PM Ileak fleuiiod traffic counts and traffic signal timing plans will be c a]lEicteld within the study area that will bE defined as paint ail Phase 3. For the purpasE of budge ting, it is assumed th at the ilcillciwing intE rsE cticins will be analy sed. • 911iiander Boulelvard ark VA eis1 Valley Highway • 9ouill- 180th 91reat and Vv else Vallay Highway • 9ou11-..wus1 Grady Way and West Val* Highway • 9iIrander Elouluuird ark Andover Park VA els1 • Llongac iias Way, arlc VV 081 Valley Highway • Soul 1156th 9ilreul ark Wcisl Val lay Highway • Fort Dent Wal and ]Intururb an Avelnue South al Strander EIcILdevaIIc . and Nacihes Avenue) SW • Strairlcer ElclLievarc./Southwelst 27th 911elei ark Oakelsdale Avelnue SW City ail Tukwila SI Iarlds] Ellvic /SW 27t11 St Elxtansior Tukwila, Washirgton Exhibit PI -1 ElergerPIHAM, 1114.0347.00 Septembf 1 207 7 Page 2( a 160 139 Relatively recent 1 iiaffic c aunts during the PIM peak hour may have leen collected as part ail the Northw els) Arena E] 9 pro'ec 1. T a the ED( tont that relevant traffic counts are availal: le, ihasel counts will be used. Twenty- four-hour tube (aunts with vehicle' c:la silli( aticin and ave liage Teed fcul u>`I to 2(I lacations will ali ci be collected for the noise and air quality anal), sis. The rationale Eehinc the reilatiuely large study area ito understand how traffic patterns \nil] shift with the completion cd ilhe 9lrarideni Boulevard e'xte'nsion, understand ill any traililic signal timing mloc ific ations are we rraniled al nems' N intersections, and to full{ capture the potent al E'nvil'anm€'nia1 irr pacts cd the now traffic Mattern. Tnalffia Operations Ar alysisl PM peak hour intersection level of service will be evaluated for the above inteu'sE'ctians accculding to the Hlighwlaiy Capacity Manual 21CI:10 standards. lliiaffic operations will be evaluated using 9Nnch1'o,9im1lraffic cdltw aide). Scenarios evaluated include wisting conditions, the design concept, arc future no. action scenarios. A field visit during the peak hours will be cone uctec to veu'ify made] 11elsuil . Cperaticins will be evaluated for existing c anditions, year cd opening, and a horiaan year determined through coordination with C1T11 stadlf. 'Me luild and ria -build scenarios will be el.laluat€'c for the opening and hariaon year. Cne option for the horizon year analysis is to increase) traillic volumes until the interim design begins is eD(periencE' 1E1ua1 of service degradation. Be on growth rates from the' City of Tlukwila Travel Demand Foreicastilrig model,, a "yeaii of failure" c an be identified to determine at which paint the full widening pro'acli wan k be we iirantad. Traffic signal warrants will be wane red far the Strander Bouleivaird/Tlukwiila Eliatiiari Access Flaad loon ramp intersection for submittal with the trafllia signal permit. SUBCC NSULTAN11 will complete the traffic signal peu'mit and submit to WSDOT f oil review. They will address Wl9DC71 aommer'i s and process the permit far apriraval. 9UIBCCNSUUTANT will nIrepelIel a'traffic signed warrant analysis in accordance with the procec ures staled in the WISDCITI Dei igri Manual, July 21017, anc the currant MUT C D. The futtl re no -action scene rio is included fcir environmental dacumeriialien purposes. As an optional task, adc itiona] scenarios can also be evaluated to determine potentia] design mad:ificla lions 1 a ace am mloda 1Ec events at the 1N ariF west Arena The new traffic operations ana:lys:is and findings will be incorporated into an update ail tl-el Technical Transportation Discipline (TDR', report c amiFIletec in 2004. The TDR update will utiliael the Traffic Study Report arid will only include) the build alternative and no -build alternative at opening and horizon year. Minimal ludget and Ed fort arc included. Tlhe scope and F udget inc ludo refarecaisted future traffic volumes one growtl ratev using data from the Cit) oil Tulp wila Snand en B1vd,ISW 271h SI Exler sion Tukwila, Washir igl on 140 H hibit A-1 He egerAHAM , P:I LI.0347.00 SeF lernben 2017 Page 21 oil 60 Ilra ililicl Study Flepolii . SUBC OMUL'11ANT will Elsa refine irr pa ats to ra il, i lie nsii, trail, and freight. Additional della will be dacumeinteid for the build arid ncrbuild seenanias lo supflart the noise and air quality analysis. This includes dacumlenting assumed roadwEN{ (halmcteirist:ics, vEIricle sfleieds, vehicle classification, trafilic volume's, and trafilic) signal characteristics. Racogni2 ing tl- all 111- is prc fact will soak competitive grant fun din gI, SUHC ON EIUL'1IAN'II wli] a ]sa pliapase a glieenHousei gas (GHG) emissions/vEIhic:le-milers all shave:) analysis. 'lif is types of analysis can demonstrates how reduced cangasllion a nd less circuitous vel- icle citiculadion can reduces vehic le! emissions and impraue area canneetiuity. Delimit- file's) • MEInlIo descrif ing) the trailfia analysis methods and assumptions • Traffic Study Report • Inters action/signa ,lchanne:lizalion deisigrl recommendations • Caardinaiion la incorparale trafilic analysis inlcl anviranmental noise and air quality{ analysis 41 Faouseid ufldated 111 ansportaiion Tectirica1 Disciflline Rapart 411 WSDIOT traffic signal permit 411 WSCIOT/MUllCEl signal warrant analysis Subta5k 6.3 Prelim Irlary Illumination and S ig r al Design (30 percent PS &E) SLIBC ONSUIUTANT will prepare 30 percent design plans ar d construction cost EIS timates ilar illuminatian within the project area, a Illaffic signal modific aliion at the Strander Boulavard/VAlesl Valley Highway intersection, ar d traffic signal :installation at the Strander Bouleuard/Tukwi:lai Station A(CEISS Bload ]cap ramp interseatian. 11 is assumed tl- al aihers will provide the as -built design plans and geometric b ase drawings. As pari of the design Fro(ess, a sitEI visit wli11 Fe canduated 10 verify existing conditlar s, including cibsarvable utility locations, siglhil lines, tllaffic deteatian infrastructure, and e)isiing signal and .illumination equipment. The :ICI percent plans will :identify reiqu:ileic (1-angelsto signal phasing, El)istiing traffic signal EIquiflmeni, and proposed si gna and . i ghl ing equipment locations. The plans will also I- alp to i dentiilN potential :imIF la c 1 s to ROW and to determine if other design measures area neatest to accommadaie the project. SUBC ONEIUL1A]\ T wild develop construction cost estimates based an the 3CI pert ani dcisignl plans. SUBC ONNULTAN T will address one llcaund all comments from the CITY and suf m it revised 3CI percent plans and estirrateas. City o Tu} wila Strand er Hlvd ISW 2 lith St Fix' ensioni Tu Id wila, WasIling on E dint it A-1 Berge nAHAN , P1 4.0 3z 100 SeAltemibe 1017 Ii age 22 of 60 141 Delia a fiat Iells, • Thirty percent plar s and construction cosi estimates ilcm signal modification at Strander Bauleivard/West Valley Highway, signal installatian at Strander Boulevaiid/Tukwila Station A cicless Road loop ramp inteirseiction, traffic signal installation alt Eliranc eul Boulevard/Nachles Ayelnuel, and illumination within the study area an Strander Boulevard between West Valley Higlhway ar d Naches A veinue, the new pedestrian bnidgei, the new vehicular F ridge over Elti arc Em Boulevard, and tr a U1IRR bridge; S u btask E .4 Hinal lllumir ation and S ig nal Design I60, 90, and 1C 0 peilcerit PS &E; SUIBCONEIULTIA NT will] prepare) final Flans, spele:iilicat:icins, and clonsin clticin cast est:imlateis 11cm illumination within the project area, a traffic signal madification at the Strander Boulevarc/WWesi Valley Highway intelrselcflcin, and traffic signal instal laiion at the Strander Boulel'iard/Tukwi:lai Station Access Road loop ramll inteulseictilon. Thei design will also inclluc el traffic signal interccinnect cin Strander Baulevarc from WElst Valley Highway to Nachos Avenue. It is assumed that the soil bearing pressure far traffic signal fciundaltian designs will) 11 El providec to SIUBCC NSUILTANTI by others. It is anticipated that suer mlittals will be required al (0, SICI, and 1C10 ereeint completion :levells. Tlhe ccinstruction cosi elsiimalies will lel updated ilor each submittal. SIUBCCNSUILT1ANT1 will address cine) rounc of clommelnts from the CITY for each submits al. SIUBCC NSUILTIANTI will prEIF are a public interest Finding (PH ; Form if prciprieltary ti alffic signal cir illumination Equipment is relquireid. They wilt sulmlit the 1111 tci WISDOT111cm approval. Delia a nab Ie Is • Slixty, 90, and 1C10 percent plans, specifications, and construction cost estimates fail a signal mcidificalt:icin at Strander Boulei‘ ard,»Wiest Valley Highway, signal insilalllaticin at Strarideir Boulevaild/Tluldwila Eltation Access Rciac :Icicip ramp iniersecticin, arid traffic signal ail Slirandelr Bciulevard/l\lalches A venue, and illumination within the study area I cin Strandaii Boulevard between Weisel ValleIN Highway and Nachos Avenue, the new pedestrian 11 r:icl8e, the naw eihicular br:idgei over Sirancer Bouleiramd, ar d the UIPIRRI bric get; « Public interest Finding IjPIF; Form Roil WISDOTI approval of proprietary signal and i111 minaticin equipmEint Alrticlipateid c rave ing list: • Traffic signal plans fcir the tHreei intersections described abcivel — 9 sheets/each fcir al total of 15 sheelts - Traffic Signal Plain - Traffic Signal Wlir:ing Scheie ulel ar d Breiaker Schedule — Traffic Signal Wiring Diagram - Traffic Signal Eli anc and Detail Chari - Traffic Signal Input I ilei Layout Illumination 11lari —1 sheet Cil y oil ]Iuk i1a Standen Hlvc ASW 27I h St Ebitension 7uktniila, Was hirngton 142 Elxhibil A -:I HegierAHAM, I14.0347.00 Sep I ember 2017 Page 2: ole 60 TASK 7.0 RIGHT-CF1WA\1 PLANNING AND PROJECT FUNDING ESTIMATE Su Mask 3.1 llc cal Business Access Design ]this task involves engineering, design, and coordination requirEld io reconfigure access to the '➢auto Bell and Jack-in-the-Box restaurants located at the inteirsectiars of Strander Boulevard and Wlasl ValleiN Highway. This work may invcllve potential revisions to the Hlaiikingl configuration at a conceptual design level. TIF a level oil effort for this task assumes up to threes m eetin gls each with tH ese l usinesses; one 10 confirm operations, a second to present palent'al salulions, anc a third ilallaw-up meeting„ if iieiquired, to be determined in consultation with the C TIF is w ark is to be completed in coordinatian wiIH ihei roadway design efllarl described in Task 19. Ass u mptionslls ) a One round of CITY reviews camments Delis mat lelis) • Preliminary conceptual design ail revised access to 'Baca Bell arid Jack -in -the -BCI}, required miadiilicat'ans 10 parking, and other changers as may 1: El ag ieied 10 with each business u C anceptual design icl be included in the '2ICI paiicent plans Subllaslk 7.2 Rig lit of -Way Plan RC W required far the project has not yEil been deleirmin€id. Far the purpose ail budglet ng this task, tliEi CCNSUILTIANT.1 Has assumeic a minimal level of E ilfori ilcm coordinating with potential affected property owneuss. 11 is assumed shad tiny significianl effort required to eiddress property owner concerns, as required 10 ilacilitate lhei acquisition process„ would le provided as supplemental service during the RC W acquisition phase ail the projects. It is assumed that 14C W plans will not be required 10 suppart thEi piieparatian of the Prajact Fund'ng Estimates I PEE] . It is assumed that up fives ROW drawings»exhil its will need la be prepared, in W9DO11 required format, to illustrate the projecl's RICW needs and impacts. Delllyerablel($. ) .� Coordination meeting minutes • ROW drawings/exhibits as required to suppalil the preparation ail the FFE Su Mask 7.2 Project Fur c it g Estimates TIH El C ON EIUILTANTI will identify real property iiigFIls (permaneinl ar d tcimiplarary required for the project and evaluate the poteniiall acquisition impacts as lheiy nay relate 10 preliminary RCWI acquisition costs arid timeline to complete the RCW acquisition process. BasEsd an the work described above, the CCNSULTIANTI shaill prepare a Project Funding] Esilimale (IPAE to be used to alligaile RICW funds. BID PRCPCSAL Abeyta (Hereinafter refeiired to as EUBCCNSUILTANTf, under ai subciansultainl agreement with CCNSUILTIANTI, shad] perform the following) services. City oil Tulp wila Standen Ulvd,ISW 27th St Extension! Tukwila, Washington Hxhibit A-1 He iigerAHAN , PI"I 4.0347.00 Septa mbei 2017 Ilage 24 oil 60 143 'Ilhis scrape of work enia:ils Pre-acquisition services ilor tf EI consilllucton ail ilh€l Eliralnc er Grace SElflalialtion Irllersectiori Projecli. These SEuluic€Is wii11 be furnished in ac cirdanclel witf city, stale and ilederal guidelines and li€lgulatians, including the policies and procedures ail tf EI Uln:iiorm Rellcieation Aciil. Ilhe overall RIC W a cquisiil ion abjectiues are • Prepare a AAE llepcull • Provide) suppolll tci CCNSUILTANT and th€l C 11N :in piieliminary evaluation) ail property aciclu:is:tion impaciils A specific list of peudlarmalrlc€i objectives is outlined in the lolllciwing paragraipf s. c pacific C bjecthes ]lhEi key objectives for this p1lajEIct.include the Ilollawing. 1. Inspect and prepare al pr€lliminlary sulluey r€IFIort far each parcel (:12 parcels 2. Anauid€l a PILE»ACS llepculll with WSDC11 apprmall — a total of :13 parcels 3. Allciaid€l support io CONSULIIANII to Elaaluat€l scih€ldul€l, financial, arid disk Elstimaies for obtaining real property acquisition's, including) appiiaisa] and aai1uaticins for possille prapeuliy{ acquisitions io support cast estimates — a maximum ail :ICI howls Als511.1 mptian (sl) • ROW needs will Le provided by CON 9UIL1IANII .I CCNSUILTANT will Ilrovid€l direction that defines ihel level ail Elffort for rElquElsiled supf cull .I CCNSUILTANT will coordinate property iiesearcih with EIUBCCNSUILTANT D e Iiverable(s) • IIFE (draft and final) • E1Eletronic veuisions of z11 dacum€lnts as compiled PDFs and two f aid copies U c Iiveiable ls) • Preliminary cost estimates iloii anilic ipait€ld RC W acquisitions and eas€lmlents. Inlpui tci the proj€Ict sch€ldul€l regarding the lim€llin€l fail ciclmlpletingl wind c€uitifying the pllclj€IcI ROIAI • PFE for complElting i he RIC W ac aqui si i ion 5 u btask 7A Right -of -Way Acqu isitiorl Mese seuivic€ls are rich included in the scarp of walk. Cit} 1u1< voila Stnanden Blvc ASW 27th St Exlensicm Tuldwila, Waahinigtorii 144 H� hibit A-1 Beige IAHiIN, H1zI.0347.00 Sept( mbei 2017 nage 25 oil 60 TA5I1I 8.0 EN' IRONMENTAL DOCUMENTATION AND PERMITTING (Wider)( r & Associates) Currently, the project has approved NEPA and 9EPA documentation. However, this documentation ne E c s updating, anc the pmclj€ ct's NEPA and 911PA de terminations neec to 1: e update d, prior to th e nE )'t llederal action. Widener & A ssciciates (lhe reinalltc r refe nre d to as SUBCC NSULTANTI), undo n a separate subclansultant agre Em€ nt with CONSULTANT, will provide design assistancle ar c calmly agency coordination durir gI Phase 3 cif the project. Eaully input intci the farmaiIion all project alt€ ilriatives will be pncivicEC to ensure each aliernat:i'E includes Ilrov:isiens to minimize irrHaets to the surrounding environment. This coordination within the various dels:igsn elements of the project will :identify anc incorporate minimization measures E only in the alternative develcipmeni fhase of the project anc will Ensure that an appropriates range of siommwaiier arid gnclundwater management ailernaitiv€s are developed pilior 10 agfenc cicicirdinaiion. 'flask fI require s the llolaciwing casks to dacum€ nt the reevaluation of the pmclj€ ct's currently appnclvec NEPA and SEPA documents. D€IFIEnding on the ciuteomE of update traffic) modellings, an-1EncMEN suprllements to exist ingEn" ironmental document ationwill IE re quire c for noise, Secticln '.I0(, wEilands and wetland bank USE, hazardous materials, anc CITIY pelimits. Nelw documents are required alar the bicilogicai assessment (1BA;, the Joint Aquatic) REsciurce PEulmit Appliclatian (JARPA;, and enviiianmlental justice. Silbtask 8.1 Design Assistance and Early AIgE ncy Cooidinatiorl The CONSULTANT, with assistance from 9UBCONULU NT, will assist the C 11T)1:in presenting the alternatives to both the stale and fecEral permitting agencies 10 identify the regulaiorN issues associated with Eaclh alternative. Potential minimization m€asures for each alts rnative will also be identified during the ccordinaiion with agency refire sent atives. All permitting issues and the reeomm€lridE d FIEiimlitiing process for the Fire ilerred elite rnative will be documented iri the project design reflart. It is assumed th at this effort will be accomplished with graphics and design drawings r€lquirelc to complete the delsigsn report ar d to conduct the open house's, anc that no When' special presentation materials are required. Deilivciii i lees) SUBCC NSULTIAN'll will prepare meetings minute's and memoranda documenting the clooiid:imitilon activities with state arid IleidEiral agencies, is iiequired Slu btask 8.2 Rrepai E th E Area of PotE retial Effect IIAIPE) The CONSULTANT will coordinate with EUBCON IUL'IIAINT and provide suppciiii ilcir updaling the APE if required. DelliveII ible(s) ai Draft APE ilclr the pmcj€lct City of Tukwila Shand H1vd)ISW 271h Si Exter sior 7ukwita, Washir gior E xhibit PI -1 HengerAHPIW, P11,1.0347.00 SeFIt( mbee 2017 Page 26 o1160 145 Slu btask 81.3 Section 1C 6 IR epori 1 Clu Illi raI arc Historic! Resources) Tlhis wcusk would include the preparation of the Sescticirt 1CIE relllcirt arr enc mielnl in accalidarlce with ihel Slate Historic Preservation Office standards and guidelines for any new arenas that maybe impacled. The wank will inc IL de the following. 1. Pertinent litaiiature cin the archaeology{, ethnography, aric history all th El pro'ec 1 a veei will be reviewed to determine the ex.:stencel of archaeological sites and to refine the probability of airchaeialoglcal resources and traditional cultural placers in the project a iieias. 21. The SUBCONEIUMIANT wit] rr aintain conlact with the local tribes ilar any information cin historic Indian USE! 011 the project a real. 31. A systematic field reconnaissance will be conducted lo identilly previously reccirdec and,»ar unrecorded archaeologic al sites for the proposeid project where wound - disturb 1-1g activities aire(Di petted to take placer. Held reconrasissancei will consist of the traverse cill pedestrian transects ail vaiiying intervals, depending on tertiaiin throughout the proposed pvcijesct area. Shovel probes Inc igging a hole with a shovel will be e>{cavatesc, as deep as feasible,, and in aiieas expected lo haver a high plscil_ ability ilor cu:Itii rat resources. Elhovel probeis will be augmented through auger pilot EIS to (INp:lcirer the deepest possible deposits. Shovel probes will be screened in highly probable areas and in soil matrixes loo denser to identiily small chipping debris. 4. All new sites will be marlpeid, photographed, and recorded cin Washington States Archeological Trveniory ilcirrrs and sal rritteid to the slates Office ail Archeological arid Historic Pres esruation (PAW ilar Smithsonian numbers. Every effort will be made to includes Thiibal cultuiial resouliceis Fleuisonnel in assisting the field effort. Rights -of -entry will be provided by the CIITY. DElliverable(ss) .� Tlhrese copies of a draft Section 106 Report will be prepared to dessciiibe cultural resources identified in the project area to meet state and federal standards for reporting as outlined in the guidelines piici ided by the OAHP. Tlhe report will include summary background information appropriate to a cit Itural iiesaurces assessment of the plsajesat area, including environment, Ilresvious cu:Ittira] resources studies, ethnography/eihrlahistory, and history. A discussion of agency arid Thsiba1 consultation, methodology, the results of the investigation,, and ai map of :located archaeologic al sites will be provided. Recommendations will alscs be (l) lendesd to any cultural resources that mai{ be sign:illic ant. Monitoring of construction EI>Icavation recommendations may ailso be included. The historic structures inventory ilormi and/or archaeolog'Ical sile inventory llorm will be attached to the iiepart as an appendix a Tlhreses copiers ail a resviselc dvaft Selctian 1 report incorriaraling C1l'Y comments a Tlhreses copiers till a final Section 1CIE report inc cirpciraling WISDOM comments City oil Tukwila Stnander Hhid,ISW 27th SI Hxier . ion Tukwila, Wash ingl on 146 E ihi bit A-1 BengenAHAN, F14.03dla0 September 707 7 I age 27 of f Su btask 8.4 Noise Study The 9UBCCNSUIITANT w']1 pilepare a traffic noise ileipcirll teff cava ]uatei tra llfic no's E1 levels al sensitive) rec€Pltars near the project chat would bei poll entia ]ly affected by traffic noise and ala is eniify Flcilential mitigation measures. The trafllic noise report will be develciped in accordance with WSDCT's Env i ranmenta] P rocec ures Manual. Sourc ellMeasIuiemerts After review of the pnciposed pro'ecit alternatives, the 9UBCCNSULITAN11 shall visil 11 he project auieia Io identify{ potentially sensitive nciise recieivEuis and to take] measurements all existing sound levels. The SUBCONSULIIANT will measure existing noise levels during the peak hours lobe used in calibrating the noise mode . Meas] rat -rents will be is nderta1 en in a ccicuidancie wish WSDCT and Federal Highway Administration ifH44IWA; guidelines, and will be made with a Type 1 sound lave. meter. Dulling these measurements, sources cif existing noise and Iopcigraiphical featuiles will 1 a nal ed wind iiiaffic speeds and vehicle numlf ears and mix will be naffed. Corsiti uctic n Noise Impact Evaluation 'The noise analysis will evaluate potentia] sham -term imlpects all noise 1lrcimi const]luciiion activities. ConslrLCticin noise on nearby{ sensitive recepiails will be clvaluatad based on estimates published by 11 he U.S. Ern ircinmientaI Protection Agency (EPA of ma)imum nama lever of typic a] constiuetiarI equipmenil it conjunction with simple distance attenuation. Computer modeling of constructlan noise levels will not l: ei pcirilcirmied. Traffic Noise! Impact Evaluaticir ➢het SUBCONSULTAN11 will evaluate traffic naise impacts using the }HAMA `lrallfic Noise Made] IITNM; teff estimate future trafllic noise levels for the wore i -easel l: u:ild alternative. The worst -c ma scenario will be se lac led ilran7 amang the build alternatives, and w i1] be chaser] based on expected tlture trafllic.iolumias and ilhe ]ocatian of the alignment relative to sensitive receivers. The noises madding wii].I predict PM peak -hour Ileq noise levels ilrom traffic al a maximum of 191 receptor lociat'clns chat could 1 a aiffectec by the proposed pro'ecii and will cansider existing eandiiions and des'gn year ciclndiiions. Madding to calk". ]ata noise cianicluhI lines is nal included. Mitigation Analysis IhE] SUBC ON9IILTAN11 w ill identillN mitigation measures to reduce noise levels during ecinsiructicin. 1111 predicted long-taiimi tilalfk noise levels from operation ail the project wciuld cause nciise impacts, miitilga€lciri measures will be develoFled irl ciaal eraticin w ith ilhe lead agency anc design engineers. Mitigaticin analysis, if required, will include evaluation of the effectiveness and general sizes and ]ociaticin of roatuiial and man-made nciise barriers using the TN M model. belie eclat lets) • Three ccipies of a diiaftl traffic noise anaiNsis repcIIIl 11ar review by CITY w:iih acciamlpanying draft special pilcivisions ill requirec City oil l ukwila S1 ran c e n E c /ISW 27111 9 t EIxta nasion Tukwila, Washington ElxHibit A-1 Eerge]IPIEAM, 1114.0347.00 9<ptem1en2017 Plage 28 oll 60 147 u Threes conies of a dllzdlt hafficl noise analNlsis report, incorporating the CITY's comments, ilcni submit I al to FHWIA /W SDOT Three] copies ail el rev:iseic draft traffic noise analNlsis report, :ineor&larating comments b51 FHWA/WSDOM, far submittal ilor apprauall Subta5lk 8.5 Hazalic ous M aterial ME marandL m The SUE CONSLL`IIAN] will flreiparei a hlaaandous materials memo to evaluate ihle presence, or 1'kely presence, ail potential hazardous subsl an €I within the Flhysical limits of the prcijectihat would fun El an effect cin the overerassing &lrojeet. Iiteis w'th potential far environmental isst es,limpaclts includes those that indicate current an pass uses as services stations, t attery shops, drN cdEianens, ehlemiical storage, or tram. ilacturing facilities; sites with duel on chemical storagle tanks cir drums present; cir those with strong purlglent an noxious odors. ]lhe scrape of servicers for this studN will :include 1. A review of the results all a fedelial, stale, Bind local environmental data& as El sezmehl prauided by an outside environmental data service 'loll :listings ail known or suspected env.ronmental problems at lhle sites cir near& y pliaperties wit&lin the search distances speciiliec by WISDOM. �I. A review of historical aerial photographs, titre insurance maps, city directories, chain -of - title re ports, and tax assessor re cords, as available and appropriate, to identify past deve lopmienli history on the parcels relative to the possible USE, ge ne ration, storage', release, cir dis&losal of hlaaandous sur stances. An atte ml< to identify c se s of the site s from the present to the time that records show no apflareni de uelopme nt of thlE sites, or to 1 CI9 CI, w hichle VE r is earlie r. 3. Conduct ail a visual reconnaissance of the parcels arid adjacent properties tci :identif51 visit le evidence ail potential sources of contamination. 4. A letter report that will summarize ihle results of this study. TT e le tiler repontwiJl 1niedlly discuss the project act and'nclude a table rankinfl the parcels (low', moderate, high) by the it potential filar contamination from' Blithe r on-site' ar off-site sources. A draft letter report will be provide d for review zind comment. Upon re CE iving comments, the letter wail] be modified as appllopr:iale and made final. De liverable(siJ .� Mhree copie s all the draft hlazrriat memo will t e provided .� lIhre e eopiE s cif 1&le haamat me mia w ill t ei provide d incorporating CITA cclmme nts 411 Afire e copie s clil t& a ilinal hazmiat memo will be provided incorporating W IDOM/FHIWIA comments ii re quire d. ]H is assumed that WSDCT/IIHWIA comments w:illrlat alter the tasicl conclusion of the documentation cm re quire further alternative studies Clity of Tukwila Stvanc er Hlvc, `. W 17t1- St Bxteniion Tukwila, Waalingon 148 ExHil it A-1 Hedge nAHAN , 11 4.(13z1 a .00 September J0] Page 29 of 60 S u btask S .E Biologicial A ssessment (BA) A F A (NC EFFECT LEVIER, will 1= a prepared for the prellerred ailternative in ac cordar cel w ith WSDOT guiid€i] inns. Thle following suI tasks will be undertaken in preparation of the project BA NO EFFECT LETITER' 1. C allact availaE le c acumentaition concerning the project eictivities ar d pertinent biological inilaiirr atian. F iologtical inilaiirr atian will include priority habitat arc species data iliums the Washington Eli ate Department di Fish anc Wildlife, along with rarer plant and high-quality ecosystem data from Washington Stale L epartnient of NaittJra1 Resources (WDI\ A). This inform atian will Ea reviewed arid a consultation strategy will be c evelaped. 2. Check with United Eliateis Fish and Wildlife Service (USFWS; and National Cceanaglraphia and Atmospheric Admlinistration (NCAA) Fisheries to verifyl lists of endangered, threatened, proposed, arid candidate species. 3. Conduct a ilielc reconnaissances to investigate on-site hal: ii at conditions. Makes talephlone contact with the appropriate resource agency staff for input on species occurrence, habitat use„ and paten tial prcjeclt impacts. Prepare a draft BA INO EFFECT LEITER; addressing] listed species, proposec species, candidates species, species of concern, and critic al habitat. The BA (NO EFFECT LEITER: will include a project c ascription, a list of species, a dasclripticn of the species and their habitat, ar analysis of project efileciis, and mitigation recommendations. . Provide ihle draft BA NO EFFECT LETCI ER; to the CITY for review ar d approval. Plevise the BA (I\ 0 TIFF ECT LETTEII), as appropr:iale, ar d submit ihle final BA EFFECT LETTER; to WEIL CI far their approval. Delis that Ie Isl • One elec filmic c apy all a draft BA NO EF }MCI] LET TER; for raviaw by CIT A • One electsranic c apy oil a draft BA NO EFFECT LETTER;, incorporating the CIT1's comments, filch suI m ittal to WSDC T • Three c apiies of a final BA 1 NO NC EFFECT LETTIEFN) Thal incorporates WEIL 011 comments Sub task 8.7 Air Qzuality Analysis The purpose of the air quality rapciril is 10 identiily any signific ani impacts and necessary mitigation measures, and to data] mine conformity w:iih pertinent air quality{ rules. The air quality modeling assessment will meal the recuirements of Ilederal arid state aonilormlity ragulatiians and the procedui es in EPA's Guidelines fcir Modelir gI Carl: cin Mona) ide ilrcimi Eloadway Intersections 1199:1;, and will provide a project -level conformity determination Ilor the projecll. ciity o91 ukti ila Sirarnc en Hlvc /SW 2711 t Hxtensioni It ila, Washin gtorn 13x1 ibit A-'. BergeiiP HAM, 1114.0347.00 epterniten20 7 Page:0(11160 149 1. Ailier lIeviEw all the proposed prcijeiet alit rnatives and the lie sults of th€ trafilic analysis, the SUBC ON 9ULTANII will SE lect inters€ eticins iloil projecitl-1E1ua1 air quality mac €king. 111-€ SUE CCNSULTANT will visit the pliajelct arE a to assess the presence of plaient:ally sensitive) reie€ivers arid to measulm€ th€ physical pamametlers of the sel€cued intersections. 2. Tlmailfic ]Impacl Evaluation: '➢1 -El SUBCONSULTANT will conduct an air quality impact analy sis ulsira approved r€igiulatory n cid& ]s and mod€ling t€chniques. llhis analysis will include use of the klest MOBILE SE ilk's emission factor prediction made] and Version 2 of the CAL3QHC dispers:ian model. ]In this process, the SUBC ONSULTIANTI will coalid:inate as necessary with the appliaplr:iate regulaioliy ag€ncies. The modeling will calculate carbon mionci ide (CC) concentrations near each intersection Ilor the following scenarios: (1 €Misting conditions; 12) opening arid design y€ail no action; and ( ap€ ning and design of the bu ild alternative. 3 3. Mitigation Analysis: In the €'velnt the impact analysis modeling inc icales the project would causes siginiilicant air quality impacts, it will be necessaiiy to quantitatively consider rnttiglation measures far each cif ihel intersections where impacts are expected. far purposes of estimating! a buldg€ 1, the SUBC ONSULTIA MI will assume modeling miitigatian measures alae necessary at all ilau r affected iniersec tions for the worst-cas€ of the F u:ild e lternativ€Is, and will allow one day far the iteliatiue process of WASIT cut C AL3QHC and available traffic mlcic cling. 4. Atli Quality Technical Study: The SUBCCNSULTIANT will prepare a diiaft technica air quality report to doct trent the methods and ihel results of the impact and mitigation analyses, and to provide a canfarrnity statement fcir the pliajeci. The CITA will reui€w the drat t report and prepare c ansolida told comm ants. The SUE CC NSULTANT will incorporate the C IT\'s comments into a Tina] technical report DelhierablEIQsl Tlhre€I copies ail the draft will he provided Three) copies ail the final aim coniloiimiity analysis report will be piiauided to W 9D011/FHWA incamporating CITY camrnents Tlhreel copies ail the final aim coniommiity will be incorporating WSDCTA:I AMIA carnments Subllaslk 8.8 NERA Enviiionmental C lassification 511 ni teary Update Services will be provided to plr€pare the ECS form try reuiewingl technical replarts related to the project, e pplying pmaj€Iet-.specific data to the form and caamd ine ling approval fcim the pmajeicdl F y bath W 9D011. Deli), mob IEIQs • Three caplies of the draft ECS will be plrovid€Id Clity of T u kwila StrancerHlvc/S4A 17t11 St Hxlensiorn Tulwila,IAasmingon 150 Dxilil it A-1 Bet geiiAHAN , 1114.0: 97.1( Seplterr ber 1117 11ags 31 of (I( Throe copies till the final ECS c ocurrlentatiion wli l 1 e provided inc arporatingl CITY comrlent s Throe copiers cif the Anal ECS documentation will be providerc incamporatin8 WSDOT/ FHWA comments if required. It is assumed that Wl9L OT/FHWA comments will not alter the basic conclusion of the c ocumentation or require further alteurrlative studies S btask 81.9 Wetland nd Clnitical Areas Stu c Tl -e purpose) of this report is to identity juiiisd:ictional wetland within the project) corridor and riiica] micas, as well as provide mitigation ill nercerssary. 'Ilhle 9UBCON IULTANT will develop, implement, and complete field surveys to identify and c ellineratel wetllanc s in the project area using) the eipproFlriatel mElihacs casciriberd in the U.S. Army Camps ail EnginEiEuls (USACH; Wetlands Llehineaticin Manual (Env ironir ent a I Laboratory, 1981;, Wetlands Rleseenichl, "IlechnieaI Repaid Y-87.1, January 19E7. The 9UBCONSULTANII will cellirerat€l wetlands wiithlin 300 feet of tl- El project linea. The SUBC ON 9UL]IANT will prepare) a comiprElherrlsivEl report that includes detailed wetland maps, doe. rrientatian of survey methods, results, potential impacts from project aic tions, and rElcomrrernc actions for wEliland protection end mitigation. The report also will c crntain appropiiiate forms ilor wetland identification, dellirElation, and function assessment required 1: A USACE. The irlam-nation in this impart is intended for use in cam paiancel with Section CI4 of the Clean Water Act. ThIe final report and associated documents will be in a format acceptable to USACE. Delineated wetland boundalli€ls will be idenellierd on tf EI grounc with lllagging. 'llhle delineetcrd wetland boundaries will be napped with eceuilarcy acceptable to USACE. Delis E nab Ie Qs; • An electronic ciopy (del draft wetland delineation for review Ey the CITE with erccomparly{ing critical areas provisions if required • An electronic ciopy till ei draft'wetland delineation, incorporating the Cl1'Y's comments, ilor submittal to U9A C E and DC E • An alecltronic copy all ei final wetland delineation, incorporating comments Ey{ USACH arc DOE Sulitask 81.10 Wetlanc Mitigation USE Pie n A wEliland mitigation Ilan will be prepered for the development all the CIT' I owlnec piiciperties. Thle Ilan will be completed to meet the requirements cif USACE and E OE. The ilollciw:ing sulbiasks will be undcllilaken in preparation far the project mit gonion L se plain. 1. C onditiicin assessment all iha proposed mitigation sire. Cit -N oll'lukwila SI tandem Bhac /SW 271h St Eh tensiori 9ukwila, Waihirigtori Elxhibit PI -1 HergerAHAM, P14.0347.00 Sept embe n 2017 Pagel; o1160 151 2. Ana INsis of the proposed impacts and the proposed miitiglatian site I shciw hew ihE mutt€Ia tion : itEi c amIfl] y with USA( E and DC E ]iegulatians. C omllleta a draft of the walla nd mitigation use plan which will include a na rra 1 iva dascJiibing the proposed rritiE a lionsitEi, a vicinity map, a plan viEiw and/or detail maps ail ilia proposed mitigation a rid ether informations 1 maps as ]required t N the permitting agenc ies. 4. REiviisa the plan based on agency comrr ants Dleliv enabkIQ1I a Three copies ail a draft mitigation use plan ilor review by the C with acclomillanNling draft spacial provisions if required 411 Threes copies ail a draft mit iga tion use plan, incorporating the CITY's comments, for submittal to USAC H and DOE .� `1hrEia copies ail a revised draft mitigation p an, incorporating clammants by USACE enc DOE Slu btask EI.11 SEPAI ➢het SUBCONSUUTANT shall completes appiopriale SEPA document lion, including all needEid studies, modeilin€I, anc anallysi: in accordance with State Environmental Ilclicy Act (RCWI 4E .:I1C; arid SEPA Mules (IWAC 197-11; . ThEi SUFIC ONSUL`11A Nil will coordinate' with thEi CITY to address comments on ilha SEPA Chacklisi and llrovidEi st ppm 1 ilo] the SEPA proclass. DEliverablei($i] .� SEPA Checklist Stu btask EI.12 ctate anc FIE c eral Pewits SUFICON IULTANT will a, soluble and organize all necessary anvironmenta] Hermit applications to a standard acceptable by the permitting agencies. Anticipated poi miits include the following. '1 Sactlon 4(14 PEirmit .1 Sactlon 411 Permit .� Shovelines Permit Permit applications shall :include all requastac information, such as al plication forms, all necessary permit drawings, an attachment dasciiibing project location, project pt rpose arc need, alternatives considered, and a summary ail project impa( is. Tha SUHCONSULTANT sl- all also provide a dliallt tiarsmiittal latter for submittal of the apllliclatlan by the CITY. Draft applications, including sup ortin€I inilormialion, shall tet submitted to the CITY fcir review arid commant . Revised permit applicatlar s shall be provided to the CITY ilor siEnalt ra and submittal to permit i ing agencies. Tlhe ¶]BCCI\ SUL `IIANT shall perform thEi necessary coordination to obtain the permits. City of'hukwila StsancerBlvd ,ISW ;7tt StHxtemsion ILkwila, Washington 152 Hxhf t it A-1 He get ARAN , H14.( 3411.00 Seplterrbea ;0]7 Hage 33ofE( Dalivellik Zeis) • Tht ee cap:ieis of the dre 111 JARPA for rciu kill F y the CITY • Tht ee capitis of the reviscid c raid ]A FIPA inc arporatingl CITY c amments • Thiele c ap:ies of the final JARIIA will be prepared incarporatingl agericy comments Silk task 8.1.:, CIIT1iI RE rrr its UBCCNSUTJTANT will assemble and organize all necessai y enviiianmenlal permit app is al ions lcf ei standard acceptable by the permitting agencies. Anticipated permits include the i clliGl ling. u Critical Area Permit u Fill arid Gra c El permit Hermit applications shall :include all requester infarmiation, such as applic ation llorms, all nec esse ry permit drawings, ein attar hmelnl disc iiibing project loc ation, pi cfject pc rpose anc need, alternatives considered, and ai summary al protect impacts. UBCCNSUIIIIANT shall also pravic El a draft transmitllal lel ter for submittal of the application I y the CITY. Draft applications, including ,uppcfrtingl ma flan, shall be submitted to the CITY for review aric comment. Flevised peuimlit applications shall be provided tri the CITU for signaturie and suf miffed to permitting agencies. The SUBC ONSUI111AN]I shall periormi it El necclssary caciiidination to cilia in ihet poi mits. Deilivenak Zeis) ▪ ]two dreIlt copies of ihei pelfmiit applications .� llwo final copies cif 11-Elpermit aprilicaticns Cit) olllukwila S nandeu Ellvc IISW 27th St [titer sior Tukwila, Waehir gtor E xhf bit A-1 BergeeMIAM, 1114.0347.00 September 20:17 IIsge34oil 60 153 TASK 9.0 RAILROAC ENGINEERING RIND CESIGNQHarsorl Professional Senvices) Hanson Professional Services IIhelrelinafter reilerred to as SUBCONSUL'iIAN➢;, under a se'para'te si c'onsultan't agneemlelnt with CCNSUI TAN'il, will provide the following tasks. S u btask 9.1 Arojectl Coon( irlailion De live uab lois) •1 None. SUBCONSUL11AN]1 will mlanage/ac minister 'Bask cI.0 and coorc inate with others as alflpropriatel for the various pra'elct phase's. S u li tisk 9.2 1C Percent Railroad S II oofIN, Filar 1. Candudl a site review cancurrelntwith the topographic survey and prepare a one-page Iielld technical memlculandum all rail weight, lie type, Mail weight transitions, insulaiec 'oinis, c'ulve'rt lacaltions, anc general at seer i ilions. 'llhel purpose of this item is to collect ilelquired track and tie information and is provide thEI track designers with fil'st-haric knowledge of the pnajelat site. Topographic' survey to be provided by others. 2. Hreflare 1a peiicant shoofly snack plans suitatle for celvelaping an aflinion of prat able cast of aonsiruatian (CPCICI;, per ihel requirements slated in the chelcklisi contained in ttel UBRE 'Hut lic Hrojecis — Plan ubmittal Guide'line's', Rel'. 8/CI4/:ICI17 Ovailat le c pon request). — 1CI percent fllans will be based cin the previous c irander Boulevard flro;ect base mapping 3. An GUCCI will be deluelloped using curilani inc ustry frac k casts and civil costs from 4�IDO'II unit bid prices. See Limitations and Assumptions. De live uab 41 Briail field technical memorandum of rail weight, tie type, transitions, pt otos, and observations •� 1CI percent shoofly design plans 1111x17; HDF 1 arm'at •� OHCC a1 construction tan 10 percent crack plans S u btlask 9.3 2151 Plercerltl Railroac ShoofIN arc Plhasirlg Alan 1. 1 uriher itla 10 flercelnt shadily horizontal and uelrtical design to 25 percent per the requi: elments stated in the checklist contained in the UHRF 'Public Hndelcts — Blain submittal Guidelines', l4ev. Ii104/3017 (mailable upari requelst;. The appncI) imalie tasks and plan list 10 1€I developed from the UHRR require'm'ents amel as follows: - Hlans will inc luc el re'sponse's to the UPHR 10 percent design comments. - Hlans will be updated with new t ase' mapping int y others). Sete Lim:iiat:ians and Assumptions. City c i11)lukwila Stra nda n E Ivc /SW 27tH St Elxteniiorn liukwila, Vsl a s hin gton 154 Elxribit A -:I Hergeri IHAM,1111.0347.00 September 2017 Plage 39 a II 60 Plrepare a phasing plan schematic - (no scales 11x17 — up to h&c' sheds: and fired are a brief phasing nand lye technical memlcmandum. atians and Assumptions. EIhooflly plan and profile sheets (1lhiteie sheets) to cover at least 20(1 feat beyond the en d of the shoofly{ j1"=1CIC1' 1/1 Size :11)17). Shacifly typical seIctian sheets (1four sheets, to include continuous stationing ane potential embankment pilerkiad'rig (no scale 11x1.2). Curve data sheet w ith shoofly c aardinades hone sheet) (unci scale 11):17). Prepare civil/track detail sheet 111wo sheets) (nci scales 11)(717;. Hauthwiork model 11Civil CILI 2(117) by phases in Civil 3D based on UPIRF standards and geiotechriica] report tecomimiendaitions. Shoofly cross section sheets dmunimal annctatian; by phase 1112 sheets) (11"=2CI''ia Sues :11)17). REINliewi geotechnical report for subgradei and slope recammendatians. Plliovic El utility review for UPIRFI guideline canilcuimlance. Lltility c asingl and extension design is not inc luded in ihei scopes at services. EIee Lim'iat ans and Assumpiicins. Design shoofly{ track to accommodate positive railway drainage. Hydrae sic and hydrolaglic (H&IH) analysis an d report ante not irciluded in this scope of services. Sae Limitations arc Assumptions. Phteiparei quantity summary tab;e directly cin the plan sheets to delineate those quantity items by contractor and UHRRI. Fliiepare an engineering design technical memorandums to reclorc design m€lhado:lagies, decisions, and assumptions. Stant preparati ans of track sflecillications — UPRFI standard consirucltian specifications will be considered the flrimary specifications scut the track construction; hawm all, other technical spEIciiliclatians will be develcif lac as necessa1IN. 2. Update the OPICC ilon track arc eml arikmieni to 25 peutcent .eve]. 3. Plreipauie PIDFs for submittal. 4. Sc hoc u:lei arid attend a site visit with a UPIRR prajec t repr(Iscntatfve. Deliverable(s) a Ufldateidphasinglplan — schematic farmed with pi-asinglnarrative City o Tut wila Stnandeu Blvd5W 27th SI Extern:ion TLkwita, Wash ir gl on Exhibit A-1 Beige nAHANi , F14.( 3217.( 0 Ser terribeii 011 I age 36 o16( 155 .I Twenty-five percent shoofly design plain set .I Opir ion of pitch able deist of ccinstruction for 29 percent iiiaick plans .I Diiaift 25 percent engineering design technical memorandum 5 u btasli 9.4 30 Percent Railroad Shoofly Plans Ufldaiee Thee 25 peuicent shciciilly design plans is 3C1percent per the reequi]eemeents stated in the checklist contained in the UPRR 'Ful1icl Projects — Plan Sub mittae] Cluidelines', Reev. 8/C14/2 CI13 (available upcin request). This phase will cicinsist pi imarily cif updating Thee shoofly design plan set from comm eeni ary provided by OF RR on the 2a percent submitted arid the subsequent UPRR site visit. Dellivaii t lei s) • Updated phasing plant — schematic lloiimeat with phasing nauiredivel • Thirty fleereeent shadily design plan set • OPCC ilcu 3CI percleeni track plans a Thirty peereeeret draft engineering design teechniclal memcirandum Su li task 9.5 60 Percer t Railroac c hoofly Filar si - Only Requited at UFIRR'sl Requ Elst Updating the 30 percent shadily design plans io f0 peuecent eciuid be required l }{ OF RR. As this is typically anly required duce to unusually complicated site eoreditians, th's task is not currently included in this scope. Deliveueat IEII • None s Suttasik 9.6 9C Percer t Railroad 5I1oofly Filar El Update the 3(I perceerI shoofly{ design pilaris to 90 percent per the requirements staled it the checklist ccintained in the UPRR 'Public F rojects — Plan Submittal Guidelines', Rev. 8/04 /12017 available upon request, . This flhasee will consist prima iiily oil updating the shcicdlly design plan sect from the 3CI percent submittal. The SICI percent consists generally al updates driven by railway signal needs, and general site grading is follows. a Additic n of cut and fill :lines tc the track plains to ac count ilc ii railway walkways, signal pads, edcl. Seee 1Jimitations and Assumptians. • Schedule and attend a site visit witl a UPRR project iieepiieeseeniative Delliveuea t leis) a Updated phasing Fillan — schematic format with phasing naniaiive • Ninety percent shloofly design plan set • OPC C fcir 9(1 percent track plans • Speeciilications • Ninety percent draft engineering design teeclhriicaI memorandum Cily oll1ukwila SInande)! Blvc ilSW 271h St Hlitersion TukHiila, Wallington 156 Hxhibit A HengerAEIAM, P:1z1.0347.00 SeFI I e mbei 2017 Page 37 oil 60 Slubtask 9.7 100 Percer't Railroad Silloofly Plans — kick dirlg Bid Support througH Contuactou Award Update lhle 90 percent shcicillly design plans io 100 percent per thEi requirements stalled in ihE checklist contained in thE1 UPRR'IIublic Projects — flan Submittal Guide.lines',Rev. FI/04)2(I17 �auaiillablel upcin request). llhis phasEl \Au111 c c'nsi,11 primarily of 1 pdatingl the shcicillly c esign Ulan set from cc'mlmlentary provided by UIIIRR on ih€ 90 IleulcElnl submittal and the UPRRI site visit. Rlevielw and add text as necessary is the final cc'nstructlon pro'eci handbook (construction project handbook by others). • \lerify bid item .list pertaining to the : hooflly track to be Flrov:ided by iFle contra( icm. • Rlelspcind io contractor and CITY R1FIs. Seel Limitations and Assumptions. • A iliend prebid meeting Ilciria meeting!). Sea Limlitaiiic'ns wind Assumptions. DeliverableQslj 41 Updated phasing plan — scHemaii( fcirma with Ilhaising narrative C net Hundred peutcent shocdlly delsigln plan set C PCC for 100 percent track plans 111 Finalized spElciilic atlans arid bid item list 111 Final engineering design technical m'e'morandum 111 Re'sponse's to Contra(1 or and CFR R RFIIs jup t a sig Limitation's arid Assumption's • CADD ucork in this scope cfsertices will be in AutoCAD ICiviil ::ILI;IW7 with dine -styles, symbol's,, etc. cclnfclrminto UFIRRI CADD ncards. Conversion tc1ether CADD niicltfclrms is rot in this scone c f service:. Shcluiid CADD eclnversion be requirec, it wcluld lee consideree as an ac aiticlnall service. • Base rr apnirg updclie; (fly othlers,l to be in 1' Lack AD ICivil iD ;1011 at a1 cc rr patibiie c altum with hlreviclus Stranc er Boulevard desin effc • General shall y pleb dez ent is per UARII 'Public Flrojects —Ptah ittall Guiadin es', Rev. »0412011 • UP1 R's dispc sitien towalras this grclae sepairat is n me jest will be more clearly kncwr after the submittal of the p'relimina'ry engineering clgreement. It is clssumed that shculd significant chcinges be recluirea Ihey woula lie ec nsidered as an deal tic nal service(, . • Separate H&I1 a1na11ysis 61ra repiort fcr the shecc f y is nct inclnced in thi; scone cf service;. • UPIdR utiility casing extension c i ign, and review of ncn-1.iPIC utility aesign is nc.I included in this sccpe c f services. • Bic c ing suppc rt is included in 1CICI percent pit ase t hl roughl ec r t raletc r awn . Cc nst ru cl is r mom algemer t (CA is not incluc ed in Ahis sccpe of services. • OFICC casts will use current railway inc usury and WIDOTI cc st c alta. Fir ail ccnslIructic n cost for UII1 R supplied lalbcr arra materials tc lie pircvided by LAPICR with C&MAgreement. • The design pro cess will employ the Iilansc i Arc fessic nail Services Inc. QC Revieu prccess. • SlIcula a1 E CI percent submitilahl lie recluirea by UPRR, a1 supiplemen tat sccpe and fee will be submitted alt thcul time. Cit} oil lukwila Shur 'den Bludi'SW 271h St Hxterisioni Tukwila, Washington Exhibi A-:1 HergerAHAM, H] 4.0347.00 Sepltemben 2017 Plage 18 oil 60 157 Railway signal additions by U11141 4, includin m signal berry s lire Holl ant icipcitea. Significant signal grading inikrcivements kleyoiiG track walkways including a separate grcic ing Jan care n011 inciludaa in this rrcpcsa1 6111 wiill be considered as am additional service. Railway rarcilleil railroad rrainten aince (Ind access Hoards aeemed necessary by UPR/4 are not anticijated, because there are none in the existing condition. Parallel railroad maintenance (Ind access traickl access road design is not irclluded in this rrcipcsail and wiill Ile consiaerea ars an aidcitional service. Sulirr itting a list of construction Jr aerials to the CITY for separate anciilyais and aissisce with that analysis effort is not includes in tklis scope cf services and will lle ccnsiderea as an adc itioncill service. • It is cissumed the specifications proaicea in this scope of services are for ilhe shots f y track ccinstruction, shocfly bia items, anc language linking the raiilway srecifcations to the 'front end'. The front en d' sections of Ilia docu rr ents (re 11 y (Viers. (Iity of Tlul wila SIrander Blvd, IS1A : ; th S Dxlerision ➢u kw ila, Wash ingl on 158 11)ihiilit A-1 BengenAEIPIN, P14.0347.00 September i 017 P age 39 oa 60 TASK 10.0 STRUCTURAL ENGINEERING 'This task includes the structural engineeiling required to dove lap conceptual Iayatits, coordinate design Eli oris, and camplete conslrtictian dacuments for structural elements identified herein for the EItnander undercrossing of thle BNSF anc UPRII rai lroad tracks. Ilhel icillowing design codes will be used to conduct the design and analyses. 1. WSDO11 Bridge Design Manual LRIID, veiisiarl M 213-9CI.17, June 2(117 �I. AASH11O LRFD Bridge) Design Specifications, 7th Editian, and interims 3. AASH11O Guide Specifications far LRIID Seismic Bridge Design 2nd Edition (12(111) WISDOT Standard Specifications tar Raad, Bridge, anc Municipal Construction (12(116; 9. BI\9F-U111RId Cluidellines for Rlailrciad Grade Separation Pro'ecls 111/22,120(17) E . A F1EMA Manual far Railway Engineering 112017 AssumKItion js) • Ell- oofly t cul UPRRI Railroad tracks will be constructed to thle easel. A tamparary sharing wall will be designee and included in the contract is accommodate) the constructian of ihel UPFR L ridge. A temporary sharing wall will rsai be required to extenc the BNEIII bridge iatndatian. The UPRRI bridge Lndercrassing will be constructed ad;acent 10 the temporary shoring wall anc c amIFlletac in one stage, including an esxtens:icsn of the bridge foundation to the west for a future track. 11 1vlehictliar and pedestilian aCC€ISS to the existing Sound 7lransil 9tatian, fram EIaLithwest:171h Street, will be dosed during construction of the walls, seal, and t ric gas Eiast of the UPRR 1 rac ks. Mehl( Liar bric gel fcir acceIss to Sat Ind Transit Station will be normal to ursdercrassing alignnienl, a single -span sin icture (unci interior Flier reciLiired), and the approach grading will accommodate alignment and profile elects. Sound 7lrans:it parking mai{ be extended towards ilhis sirLiature and this access will be coordinated through the C]IT1I, as required. Seal will be clonstilLccited with open excavation, cot Ier cull, and tremiie placement of concrete. A sirtiatural seal and llascia wall elements will be incicuiporated to seal and strengthen the L ndercirassing. llemporary struts may 1_ © rescluiresd dL ring) cianstruc tion, but permanent struts are not assumed tel be inaorparasted into the design. Sheet pile wall with ' iF alElrs and ground arlcihlors'sill 1l EI used as thle structural wall systems, in place) of secant pile wall designs. head -man (PLIrield anchor; walls will lel utilize io limit extension oil permanent grounc anchors ijPGAs along project, whlere possit le. Clity c f 7lukwila tiianc er Hlvc /9 W : 7t11 St Hxtensioni IL 1 wila, VA asrington Dxh' bit A-1 Bev1 a iAHAN , P 14.03 (17.0( Seplternber 70'17 Page 40cf(10 159 Biicge Seuvice and Strerlgtll Anal}Isis errvica and strength load camllinaticrn analysers of the pnaposed new bridge strucluilers will be conduc led to demonstrate that the proposed sire cture meets the performance requirements per AASHTC or A REMA, as applic able. Bridge Extreme Analyslie Bilrame load combination analysis of the Ilroposed now I ridge structural will be conducted is demonstrate ti al then propaserc structure malars the performance requirements per AAEHTO oil AIMHMA,, as arllplicarllEr. Bridge Clapacity Anrailyslisl airla Design) Companernl capacity calculations will be campllet€c and designs will be glrerllaurerd for the bridge) components 1` eiserd on the c andolling design forcers as c erlermined from then service, strengih,, and EiAlrem€r anally{ses. Wall Seuvice, Strength, ard Extreme Arlalyslisl Analysis of the walls will be based an service, strength, and exirermE .loan c amlbinations to dermonsti axle that the proposed structuress moat the Ileutliairmlancer rerquinamernts per AASHTO or AREMA,, ars applicable. Slu btasI 10.1 BNS F Ra ilroad Brit ge and Walls Aher CONEUU'IA NT shall review the as -buil)) drawings for the e;lisiing BNSF underrllass structure, review geoterchnical data, ccraildinate with geotechnical engineer, develop design parameters, c ensign elements, mens) with the CITY and BNEIA, and pnepare the following submittals to meet tine rerqu iremernis of Table 3-3 all the BNE A-UIPRII Guidelines tion Elailnaald Grade EIeparatian Arajercts 1:I /24/3CIQ7; . 1. Pnapana I ridge substructu res erxterns:ian concept c ensign plans and pictulles for then BIS EF bridge over E dander and will be used in establishing' a pileliminarry engineering agreement with BMA. The bridge will be simlilanr to enlisting BNSF substiuctura, which is a pilar-supparled footing extending full wiidth all undeulllarss with aI utrnernls and an interior pier wall. 1. Develop the applicant response to then BNSF comments la the concerlltuad c e: ign and prepare a ty{per selection reponl 30 percent submittal:, including) design Illans and construction phasing. 3. Integrate the bridges concept with adjacent permanent ar temlperraily retaining wrap designs, if necessary. C aondinatEe with the geotechrlic al engineer to design ground improvement procerdurE s betwleern the slrc cture iioundation and the seal. Coordinate with the cis II design licur roadwraN section, drainage, arid L iiiitiers within the underpass. Develop the applicant nesponse to the BNSF comments to the ]CI percent submittal and pile/Date ar (CI percent design submitral, including design Illans and calcluiatians,; Cit31 oil Tub wila Stnanden BlvdilSW 27th St Exlens ion' 7uktniila, Washir glom 160 HxhibiI FI-] E e ngerAHAM, 111 9.0347.00 Sep temt tin 2017 Plage 9 ] o1160 geoteacshniea l reporl I sae 'Ila sk 11;; pnc jeacst sflEacifiaations and special prc visions I sere Subs ask s 10.9, 14.E arid 119 .E ; ; c ra inage report and plan (sae Ila sk 10); and csonsinucstion pha sing. . Devclllofi thEI applicant respc nsea tci thEI BNSF cc mm ents tc th€a E CI percent suh rr ittal and prepare a final design submi i to l I C ITY's 90 parceInl subm i tta 1; , including design plans and aalcsula1ions; geotechnical reaport (seer Task 11); proielcl specifications and spacial provisions (serer Subta sks 10.9,, 14.E a nd 14.6 draina gel respc id and plan I sere 'FE sk 10),; an c csonstrucliion phasing. The CCNSULTIAN'D shall update) and coordinate design eblc its for contract c c cuments h asEld cn W`IDC11 and C]IT review of final cEIS ign. SEIEI Elubtasks 10.9,, 19.` and 14.6 flor specials and esstima l e. Deliverables(: e1 BNSF concesp1 sut rr ittal (:11)17 PIDF format) ei BNSF 30 percent submittal (11)17 PDF format; ei BNSF 60 peuscElnt submittal (11)17 PDF flormat; e1 BNSF final sus` rr ittal (11)17 PDF llormlat and 11x17 hard copy); e1 CITY anc V\l IDC"II review pack age (11)17 I1DF format; e1 Contrail docsumeinis (lb 17:PDT! formai arid 11)17 hard copy) Shtbtask 101.21 Uriorl Pacific Railway Bridge and Walls Tlhea C ()MUL'DANTI shall review th€a sites aonc itic ns iloii thea €ix isting UPRRI underpass shit etc) rel, revi€aw geot€acshnical data, coordinates with geoteschnicaI eanginaer„ develop d&asign paramellers, design akirrents, meal with the CITIY and UPRR, anc 'napalm ]hes ffo111ow:ing submittals tc riled the requiremeani s of Tabl€a 3-0 oil thea BNSI -UPRRI Guidelines ilc n Ra i1lac a c Grade Separation Ilrcjescts (11/29/2007). 1. Ilreapania h ridges sup€arstrucstc res and subsiruature csonclap1 d&asign plans arid pie to rens foul UPRRI bric g€a ovear Strander and will FEl used in EIS tablishing a flresliminary Eangineeiiing agreeament w:iih UPRR. Ilr:idg€a to be similar to acjacEant BNSF stivature,, which is sled plata iirdear with pile-supflc rtescl footing el)tEanding filll wiclih of undearpass with abutmeants and an intearior pie ii wall. 2. Devellof the applicant nespcnaEl to the UPIRRI Gomm ani s to thEI ccncElptual design and pilespare a tylpEI seller tion iiespcni 130 pelncElnt sut rr ittal, including design plans, cc nstructicn phasing, and shoofly{ (seer Task 9). 3. Prespariel sta ging optic ns at bridge. Int€agrat€a bridge c c ncept with adjacent parmanElrll c r team porary nestaining wall deasigns. C c c rdina ie with thea g€ac sec hnical engineesla tc des'gn grc and improveament prc UElduness between tf Ea strut tures founda tic n and the seal. Coordir ate track and ballast deasign with nail engineer. See Sublask 10.311c r team pc rary she ring wall design. Ciiy oil TL kwila Sti ar de] H1vd,GSW 27th St Bxter Sion Tukwila, Washington 1 hibit A-1 Bei gonAH?IN, 111.01347.00 Sepltembe] 2017 Hage 42 o 60 161 4. PrElpar€l concElpts for utiiliitV conduits on bridge) and detsign c clmlponents io intEtgraici tke uii: hies. C acmd:inaie with the' civil detsiigrl for licladway section, dilainagEI, and utilities within that undelrflas S. 5. Delve: clp the apfllicant iielsflanse io the UIHRF comm€lnis to the 30 pallcElni submittal and pretpa]iet a E CI pEtrcent detsign submittal, inch ding design p. ars and c allculations; geotelchnica. report (lsele'Ilask 11;; p]ICIjEIct spelciifications and spelt iapllauisions dale Subi ask s 1(I.SI, 14.5 and 19 .E ; ; drain age nepalli an d plan (lseci Task 1a; ; shoofly design ( see 'flask SI;; an d construction phasing. 6. Dev€llofl tHEI applicant respclnso to the UFIRR coma anis to the 60 percent submittal arc pilepare a ilinai design submiita jCIT'I's SIQ percent suI mittal), including design plans and calculations; geotelchnical report (lsele `Task 11;; pilajetet specifications and spelcial pilau isions (see Subtasks 10.9, 14.9 and 14.;; dnatinage report and plan (see `flask 12); shaclilly detsign ilsoa Task 9); and constiluciian phasing. Ilhe CONSUIJIIANI shall upc ale and coondinale design) efforts ilaii caniilatcil documents based on WISDCII and CITY review of final design. tete Subi asks 1CI.5I, 14.5 and 14.( for specials arc Etstimatel. DcilivEUlab Ie is ) « UHR1 c (incept submiiia. 1111xli 11D1 format) « UHRRI30 percent submittal (11)4: 7 PDF format; « UHRRI 60 percent submittal (lb 17 IMF format; « UHRRI Ilinal submittal (11)4 17 HDF format and 11x11 hard copy) « CITA and IN SDOII reteiElwi packagEl (ll)417 PLII format; « Contract doc umlelnts 4111x1 i IIDI farmed and :I 1)4171, acrd copy) St bllask 10.3 Unions Flacific Railway 7elm poraily Shelling %Nall ➢he C SUIJIIAN`]I shall prepare a concept anc design col that temporary shoring wa. ] retquirE d to st age construction between) the shoofly and the UlIRR bridge. This wall shall be included in tFki ciclrlinatet dacumEtnts, reviewed, and approved by UPRRI as part oil ihle retquinem€tnts of liable 3-2 ail the BN91-UPRRI Guide, inles ila]i Railroad Gliatc Et 9eparatian Hrtajetcts (11/24/JCIQ7 . The suli miittals wi. ] Ii EI it corpa]iaied into to ase listed in Task 10.2. Slu btasi, 10.4 Slounc Tram. i11 Veh icu Ian Brio ge `)hal C OI\ 9UIJIIANT shall: prepare a concept and detsign) ail a vehicular bridge that c clnn(lcts th€t loop valmp intersection from the under -crossing to the Sound Transit Stat an as at sing. el span p]ietcalst-pr€lstr€tssed concrete girder 1:ridge. `➢hal faundaticlns will be c clnstructetd with a pilEl- suppoililed faatin8 and abutment walls, similar to the e)4isting BN9F li ridge. Rei wining walls arid shoring will bEI c ctardinated with the undercrclssing structs; ]tet arid civil design. Ground improvements will be evaluated and designed, as required, at th€l interface of the lloundation and thEi seal. Clity of Tul wila 9tiiancerHlvd,lSV\ ;7tH StHxiensian Thi 1 w ila, WasIH ing on 162 HxHil it A-] Berge] ARAM, H14.03,17.0 0 September 20 ll 7 Ha ge zI3 of EIO Special provisions, quantities, and estimates will be included in Subtask 10.9. Deliverable(s) • Thirty percent CITY submittal (11x17 PDF format) • Sixty percent CITY submittal (11x17 PDF format) • 90 percent CITY submittal (11x17 PDF format) • WSDOT/CITY contract submittal (11x17 PDF format and 11x17 hard copy) Subtask 10.5 Retaining Walls The CONSULTANT shall prepare a concept and design of the permeant retaining walls for the undercrossing, maintenance access for local utilities, business access, and integration of pedestrian and vehicle traffic throughout the project. The retaining walls for the undercrossing will be constructed with a sheet pile wall system utilizing permanent ground anchors (PGA) and buried anchor (dead -man) walls. Cantilever soldier pile walls and cast -in-place walls will be integrated where applicable. Geosynthetic retaining walls and moment slabs will be required to grade up to the required profile for the pedestrian bridge, and possibly the vehicular bridge, spanning the undercrossing. See Figure 3 for preliminary retaining wall layout. Figure 3 - Preliminary Retaining Wall Layout Retaining wall and shoring staging will be coordinated with the adjacent structures and civil design. The structural seal is integrated with the undercrossing walls, but is separated out as Subtask 10.6. Special provisions, quantities, and estimates will be included in Subtask 10.9. Deliverable(s) • Thirty percent CITY submittal (11x17 PDF format) • Sixty percent CITY submittal (11x17 PDF format) • 90 percent CITY submittal (11x17 PDF format) • WSDOT/CITY contract submittal (11x17 PDF format and 11x17 hard copy) City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 44 of 60 163 Subtask 10.6 Seal and Fascia Walls The CONSULTANT shall prepare a concept and design of the undercrossing structural seal and fascia walls. The staging of the seal shall be coordinated with the construction of the shoofly and temporary shoring walls, and integrate the BNSF, vehicular, and UPRR bridge foundations. The seal depth will vary along the length of the project to counter buoyancy effects of the permanent and temporary excavations. The seal, in conjunction with the reinforced concrete portion of the seal and fascia walls, the pile -supported structure foundations, ground improvement, and roadway section grading, will create a water resistant barrier and act integrally with the structural walls to create a boat for the undercrossing. Storm drainage and infiltration will be addressed in Tasks 12 and 13. The seal will be constructed in stages and poured in segments to accommodate site conditions, such as high-water table, differing subsurface materials, staging of the corridor, utilities, and contractor means and methods. These impacts and staging of the seal will be evaluated as part of the seal design. An edge beam and approach slab will be utilized at each transition of the seal to standard subsurface ground conditions. Special provisions, quantities, and estimates will be included in Subtask 10.9. Deliverable(s) • Thirty percent CITY submittal (11x17 PDF format) • Sixty percent CITY submittal (11x17 PDF format) • Ninety percent CITY submittal (11x17 PDF format) • WSDOT/CITY contract submittal (11x17 PDF format and 11x17 hard copy) Subtask 1.0.7 Pedestrian Bridge The CONSULTANT shall prepare a concept and design of a pedestrian bridge that connects the Interurban Trail over the undercrossing using a prefabricated bridge. The foundations will be constructed with spread footings and curtain walls that surcharge the structural walls of the undercrossing and will be incorporated into Subtask 10.5. Retaining walls will be constructed to raise the trail profile and meet ADA standards (see Subtask 10.5). The CONSULTANT will coordinate the superstructure performance criteria with up to three prefabricated bridge suppliers. The superstructure will be acquired by the contractor based on performance criteria. The foundation and bearings will be design and incorporated into the contract documents, based on the superstructure performance criteria. Special provisions, quantities, and estimates will be included in Subtask 10.9. Deliverable(s) • Thirty percent CITY submittal (11x17 PDF format) • Sixty percent CITY submittal (11x17 PDF format) City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington 164 Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 45 of 60 • Ninety percent CITY submittal (11x17 PDF format) • WSDOT/CITY contract submittal (11x17 PDF format and 11x17 hard copy) Subtask 10.8 Miscellaneous Structures The CONSULTANT shall prepare a design of the following miscellaneous structural elements. • Limits of the structure excavation • Luminaire brackets and details, incorporated into the undercrossing structure • Signal bridge at intersection for loop ramp to Sound Transit Station • Signal bridge foundations, integrated behind or into structural walls of undercrossing The CONSULTANT will coordinate the design of these elements with the other structural and civil aspects of the project. Special provisions, quantities, and estimates will be included in Subtask 109. Deliverable(s) • Sixty percent CITY submittal (11x17 PDF format) • Ninety percent CITY submittal (11x17 PDF format) • WSDOT/CITY contract submittal (11x17 PDF format and 11x17 hard copy) Subtask 10.9 Structural Special Provision and Estimate The CONSULTANT shall prepare a conceptual estimate for the 30 percent submittal, a special provision outline, updated estimate for the 60 percent submittal, and a project estimate and special provisions for the 90 percent and final submittals. Deliverable(s) • Thirty percent CITY submittal - structural estimate (PDF format) • Sixty percent CITY submittal - structural estimate (PDF format) • Sixty percent CITY submittal - structural special provisions outline (PDF format) • Ninety percent CITY submittal - structural estimate (PDF format) • Ninety percent CITY submittal - structural special provisions (MS Word and PDF format) • WSDOT/CITY contract submittal - structural estimate (PDF format) • WSDOT/CITY contract submittal - structural special provisions (MS Word and PDF format) Subtask 10.10 Wall Aesthetics The CONSULTANT shall utilize standard WSDOT form liners for aesthetic treatments for the walls of the underpass. The CONSULTANT will participate in up to three 2- hour meetings with the CITY to discuss concepts. The preferred alternative will be incorporated into the project and no additional plan sheets will be included in the contract documents for architectural treatments. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 46 of 60 165 TASK 10.0 STRUCTURAL ENGINEERING (Bright Engineering) Bright Engineering Inc. (hereinafter referred to as SUBCONSULTANT), under a separate subconsultant agreement with CONSULTANT, will perform the following tasks. Subtask 10.3 Union Pacific Railroad Temporary Shoring Wall The SUBCONSULTANT shall prepare a concept and design of the temporary shoring wall required to stage construction between the shoofly and the UPRR bridge. This wall will be integral with undercrossing structural walls and will utilize PGAs underneath shoofly. PGA, Whaler, and other details to construct, maintain, and remove the temporary shoring wall will be included in this effort. This wall shall be included in the contract documents, reviewed and approved by UPRR as part of the requirements of Table 3-2 of the BNSF-UPRR Guidelines for Railroad Grade Separation Projects (1/24/2007), to be performed by CONSULTANT. Special provisions, quantities, and estimates will be generated by CONSULTANT Subtask 10.4 Sound Transit Vehicular Bridge The CONSULTANT shall prepare a concept and design of a vehicular bridge that connects the loop ramp intersection from the undercrossing to the Sound Transit Station as a single -span precast -prestressed concrete girder bridge. The superstructure will be a precast -prestressed concrete girder with integral concrete deck and diaphragms, per WSDOT standard practice. The bearings, expansion joints, barriers, and all other connections to the bridge superstructure are included in the superstructure design. Typical 2 -- 2 -inch -diameter conduit with junction boxes will be included in the traffic barrier, but other conduits, utilities, luminaries, or miscellaneous items connected to the bridge will be designed by CONSULTANT. The foundations will be constructed with pile -supported footing and abutment walls, similar to the existing 13N5F bridge. Retaining walls and shoring will be coordinated with the undercrossing structure and civil design. Ground improvements will be evaluated and designed, as required, at the interface of the foundation and the seal. Walls, abutments, foundations, and other interactions with undercrossing structure will be designed by CONSULTANT. Special provisions, quantities, and estimates will be generated by CONSULTANT. Deliverable(s) • Thirty percent CITY submittal (11x17 PDF format) • Sixty percent CITY submittal (11x17 PDF format) • Ninety percent CITY submittal (11x17 PDF format) • WSDOT/CITY contract submittal (11x17 PDF format and 11x17 hard copy) City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington 166 Exhibit A-1 BergerABAM, P14.0347,00 September 2017 Page 47 of 60 Subtask 10.8 Miscellaneous Structures The SUBCONSULTANT shall prepare a design of the following miscellaneous structural elements. • Signal bridge at intersection for loop ramp to Sound Transit Station. Structure will be rectangular sections, per WSDOT BDM Chapter 10, with bolted connections and baseplate with anchor bolts. • Signal bridge foundations, integrated behind or into structural walls of undercrossing. Foundation will be drilled shafts placed an appropriate distance behind the structural walls (to be determined). Geotechnical engineers will provide allowable lateral bending capacities of soil. Design shall follow requirements of BDM Chapter 10. The SUBCONSULTANT will coordinate the design of these elements with the other structural and civil aspects of the project. Special provisions, quantities, and estimates will be generated by CONSULTANT. Deliverable(s) • Sixty percent CITY submittal (11x17 PDF format) • Ninety percent CITY submittal (11x17 PDF format) • WSDOT/CITY contract submittal (11x17 PDF format and 11x17 hard copy) City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 48 of 60 167 TASK 11.0 GEOTECHNICAL ENGINEERING SUPPORT (Shannon & Wilson) Shannon & Wilson (hereinafter referred to as SUBCONSULTANT), under a separate subconsultant agreement with CONSULTANT, will evaluate the subsurface conditions at the project site based on available existing subsurface data and one in situ test, described below. Based on the subsurface conditions, the SUBCONSULTANT will provide geotechnical engineering recommendations for final design of the project. Recommendations would include foundations, walls, temporary shoring, settlement, stability, and seismic considerations. SUBCONSULTANT would assist in developing plans and specifications for the project bid package. Subtask 11.1 In Situ Testing Stormwater Pond Infiltration The existing stormwater pond will be expanded as part of the project. The facility design depends partly on the infiltration rate of the subgrade. To improve the estimate of the infiltration rate, SUBCONSULTANT will perform a pilot infiltration test (PIT) near the existing stormwater pond. The PIT will require an excavator and water source; SUBCONSULTANT will retain an excavator subcontractor, and use an on-site water source to perform the PIT. Assumption(s) • The test will be located on public property, UPRR property, or PSE property. The CITY will contact property owners and arrange for ROE for the test(s). SUBCONSULTANT will notify the CONSULTANT, CITY, and property owner regarding the timing of the testing work. • Water for the PIT will be available at the test location near the existing stormwater pond. A water truck or outside water source will not be required. • The PIT excavation will be loosely backfilled with the excavated material. No site restoration will be performed. • If street -use permits, traffic control, or railroad flaggers will be required to perform the test, the SUBCONSULTANT will plan, coordinate, and procure the required items. • To locate utilities on public property, SUBCONSULTANT will call the One -Call Utility Locate number; any private utility location would be done by the CONSULTANT. • The CONSULTANT or CITY will survey (provide plan coordinates and elevation of the ground surface) the test location. Subtask 11.2 Geotechnical Engineering SUBCONSULTANT will provide design recommendations in accordance with applicable standards, including CITY, WSDOT, UPRR, ad BNSF Railway. Engineering services will include City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington 168 Exhibit A-1 BergerABAM, x14.0347.00 September 2017 Cage 49 of 607 Seismic Design Considerations. SUBCONSULTANT would provide seismic design parameters for the project based on the seismic design level specified by the CITY. SUBCONSULTANT would perform liquefaction hazard analyses for the existing subsurface explorations in the footprint of the project, and include the results of those analyses in other engineering evaluations (e.g., earth pressures, stability). Develop Bridge Foundation Recommendations SUBCONSULTANT would provide LRFD axial and Iateral resistances for deep foundations, or bearing and lateral resistance for shallow foundations, if applicable_ If we recommend deep foundations, we would provide parameters for developing lateral resistance curves, but would not perform lateral resistance analyses (e.g., LPILE). Develop Retaining Wall Recommendations SUBCONSULTANT would provide LRFD bearing resistances, static earth pressures, and seismic earth pressures, as applicable, for temporary and permanent retaining walls. Wall types may include soldier piles with tieback/deadman anchors, cantilever, and structural earth walls. Evaluate settlement, global stability, and seismic displacement of walls, as applicable. Develop Underpass Design Recommendations Evaluate uplift forces and mitigation alternatives for the underpass structure. Mitigation alternatives could be tiedown anchors, gravity structure, etc. Develop Shoofly Embankment Recommendations Evaluate settlement and stability of the shoofly embankment. Develop recommendations to achieve required design standards for settlement and stability (e.g., base reinforcement, preloading). Update Existing Groundwater Model SUBCONSULTANT would continue reading existing dataloggers at the site (six piezometers and two stormwater pond stage Loggers). SUBCONSULTANT would update the groundwater model calibration using the recorded groundwater and pond stage level. Develop Recommendations for Utility Protection SUBCONSULTANT would evaluate potential impacts to existing utilities from construction activities (e.g., vibrations, settlement), and develop mitigation alternatives. Evaluate New Outfall Foundations Evaluate foundation types and settlement of the new outfall. SUBCONSULTANT would estimate the soil conditions at the outfall location based on geologic maps and engineering judgment. Evaluate Stormwater Infiltration Rates Evaluate design infiltration rates based on PIT results. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347,00 September 2017 Page 50 of 60 169 Evaluate Construction Considerations Evaluate construction considerations related to site preparation, earthwork, excavations, ground improvement, and temporary shoring. Assumption(s) • SUBC©NSULTANT"s hours estimate shows the assumed number of analyses/scenarios for each scope item. • Approximately 75 percent of the analyses would be completed for the draft geotechnical report. The remaining analyses would be completed as part of the final report. Deliverable(s) • Draft (60 percent) geotechnical report Final geotechnical report Subtask 11.3 Plans and Specifications SUBCONSULTANT will review and comment on construction plans and specifications related to geotechnical components of the project. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington 170 Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 51 of 60 TASK 12.0 DRAINAGE REPORT The CONSULTANT shall prepare a drainage report and preliminary conveyance design for the project in sufficient detail to support the completion and approval of the environmental documentation for the project. The drainage report will be prepared per the criteria of the adopted 2016 King County Surface Water Design Manual (SWDM) and relevant policies of the City of Tukwila as appropriate. The drainage report shall include the following. 1. Project overview 2. Detailed project description 3. Tributary area exhibits 4. Runoff calculations 5. Gutter analysis including sag analysis 6. Detention calculations 7. Water quality computations 8. Stormwater conveyance calculations 9. Wetland hydro period analysis 10. Maintenance and operation of facilities The drainage report and preliminary conveyance design will be based on the concept illustrated below, with the outfall location and discharge route to be determined after topographic survey information has been obtained. An outfall and discharge route memorandum will be provided to the CITY. The CONSULTANT shall meet with the CITY and the environmental subconsultant to determine the wetland hydro period baseline. Assumptions(s) • Groundwater seeping into the underpass will not need to be treated. • Storm water runoff from the roadway will be collected separately from the groundwater, treated and subsequently comingled with the groundwater and discharged to the Green River. • The discharge route and outfall location will be selected based on the ability to gravity flow (or not) the treated storm water and untreated ground water. These decisions will be made in consultation with CITY staff and documented in a brief memorandum. • The stormwater design process will include up to three meetings with the CITY and other involved parties to review and discuss options being considered. One additional meeting with the CITY will be required to review and discuss comments on the draft drainage report. • The CONSULTANT shall provide PS&E for the projects storm water system, including submittal reviews with the CITY at the 30, 60, 90, and 100 percent completion levels. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 52 of 60 171 Stormwater PS&E submittals, and the effort associated with them, are not included in this task, but will be incorporated in to the roadway design submittals as described in Task 14. Deliverable(s) • Meeting minutes • Draft and final outfall and discharge route memorandurn(one electronic and two hard copy) • Draft and final drainage report (one electronic and two hard copy) City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington 172 Exhibit A4 BergerABAM, P14.0347.00 September 2017 Page 53 of 60 TASK 13.0 PUMP STATION The pump stations and outfall configurations will be established based on the final discharge route. The existing pump system will be modified as described and shown in Figure 4. Existing pump station modifications will include the addition of a third pump and associated valves and controls, upsized power feed, and modifications to the existing pump layout and control system as necessary to accommodate the addition of the third pump. The need for a second standby generator will be assessed and incorporated in to the modification if deemed necessary. If the discharge to the Green River cannot be routed via gravity flow, a new combined storm/groundwater pump station will be required to pump treated storm water and groundwater to the outfall. It is assumed this pump station will largely mirror the existing in configuration and Layout. Key components will include duplex submersible pumps, wet well, valves, valve vault, discharge piping, controls, CMU block building to house the controls, and standby generator. The wet well and valve vault will be precast concrete. The associated work for this additional pump station system is included in. Subtask 13.8 Outfall. Pump Station Design. A groundwater pump system will be required to pump collected groundwater to the discharge pipe or to the new combined storm/groundwater pump station. The new groundwater pumps will be duplex submersible and installed in an existing manhole that will be converted to a wet well. The controls will either be housed in an outdoor enclosure or inside the existing pump station building if there is room. All of the new pump stations will have telemetry equipment and will be connected to the municipal Supervisory Control and Data Acquisitions (SCADA) system. If ownership of the existing pump station is transferred to the CITY, then the existing lift station telemetry and control panels will be replaced with the CITY's standard panels. The current concept for the basic pump station improvements are shown in Figure 4 below. It is understood this may be refined during the initial design phase and, as noted in Subtask 13.8 below, there may be a need to provide an outfall pump station if the preferred discharge route cannot be gravity fed. Subtask 13.1 Determine Criteria The CONSULTANT shall meet with the CITY to confirm design criteria, determine pump sizes, and identify equipment brands that are acceptable to the CITY and, if possible, comply with "Buy American" provisions for this potentially federally funded project. Meeting minutes will be provided. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 54 of 60 173 Stormwater from -- Combined Pond GW WW vv Storm 0 0 Existing Inlet Manhole --- Add 3rd Purnp - Upsizeifi.eplace Motors and Impellers Existing Wetweil Existing Value Vault Load Bank Existing Meter Vault Existing Control Bldg L Add 3rd MCC Section Existing Generator Add 500 kW Generator To Energy Dissipatorl Combined Pond Figure 4. City of Tukwila Strander B1vdISW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 55 of 60 Subtask 13.2 Draft Stormwater Pump Station Memorandum Preliminary drawings, supporting calculations, equipment data, specifications, and cost estimates of construction for the stormwater pump station will be provided in a draft storrnwater pump station memorandum for CITY review. The CITY will provide one set of consolidated review comments. The CONSULTANT and the CITY shall meet to review the comments and responses. Comments will be incorporated into a final stormwater pump station memorandum as part of Subtask 1.3.3. Meeting minutes will be provided. D eliverable(s) • Draft storrnwater pump station memorandum Subtask 13.3 Final Stormwater Pump Station Memorandum Comments from the CITY on the draft stormwater pump station report will be incorporated into the final stormwater pump station memorandum. Deliverable(s) • Final stormwater pump station memorandum Subtask 13.4 Public Interest Findings Proprietary components of the pump station(s) will need an approved Public Information Finding (PIF) from WSDOT. It is assumed that there will be three components that will each. need a separate PIF. Deliverable(s) • Three PIFs for WSDOT approval Subtask 13.5 Stormwater Pump Station Plans The CONSULTANT shall prepare the stormwater pump station plans in accordance with the drawing list included with the level of effort estimate. D eliverable(s) • Thirty percent permitting submittal • Sixty Percent Submittal. This submittal shall incorporate comments from the CITY on the 30 percent submittal and shall represent a complete draft of the construction contract ▪ Ninety Percent Submittal. This submittal shall incorporate comments from the CITY on the 60 percent submittal and shall represent a complete draft of the construction contract ▪ Final Submittal. This submittal shall incorporate CITY comments on the 90 percent submittal and is intended for final review by WSDOT to obligate construction funds for the project City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 56 of 60 175 Subtask 13.6 Stormwater Pump Station Specifications WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (2018) will be the standard specifications for the work. The CONSULTANT will prepare the general special provisions and project -specific special provisions required for construction of the pump station. Deliverable(s) • Special provision submittals at 60 (outline), 90, and 100 percent level of completion Subtask 13.7 Stormwater Pump Station Construction Cost Estimate A construction cost estimate shall be prepared for the 60,100, and final submittals. This estimate will be used as the basis of review for the lowest responsive responsible bidder Deliverable(s) • Cost estimate submittals at 30, 60, 90, and 100 percent level of completion • Three hard copies of the construction cost estimate • One electronic copy (PDF) of the construction cost estimate • One electronic copy (MS Excel) of the construction cost estimate Subtask 13.8 Outfall Pump Station Design A new combined storm/groundwater pump station will be required if the stormwater/groundwater cannot be discharged to the Green River via gravity flow. It is assumed this pump station will largely mirror the existing in configuration and Layout. Key components will include duplex submersible pumps, wet well, valves, valve vault, discharge piping, controls, CMU block building to house the controls, and standby generator. The wet well and valve vault will be pre -cast concrete. This subtask includes the design of the additional combined storm/ground water pump station. Deliverable(s) • Pump station plan submittals at 30, 60, 90, and 100 percent level of completion • Special provision submittals at 60 (outline), 90, and 100 percent level of completion • Cost estimate submittals at 30, 60, 90, and 100 percent level of completion Subtask 13.9 Stormwater Pump Station Electrical Engineering R&W (hereinafter referred to as SUBCONSULTANT), under a separate subconsultant agreement with CONSULTANT, will provide electrical engineering and control systems design required for upgrades to the existing stormwater pump station, construction of a new 100 HP stormwater pump station, and if required construction of a new groundwater pump station. For each pump station, the SUBCONSULTANT shall perform the following tasks. 1. Meet with CONSULTANT and CITY to review the pump station design requirements. 2. Prepare electrical calculations for utility service, generator sizing, and electrical distribution based on pump station design criteria. 3. Coordinate electrical service requirements for provision of power to the upgraded pump station site. Meet with the local power company if required. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington 176 Exhibit A-1 BergerABAM, P14.0347.00 September' 2017 Page 57 of 60 4. Attend one workshop with the project team to review the preliminary design documents and establish criteria for final design. 5. Prepare final electrical and control system drawings for construction. Drawing submittals shall be provided for 60, 90, and final completion stages. Anticipated drawings include - Legend and abbreviations - Site plan — Modified one -line diagrarn Electrical building power, lighting and control Vault power, lighting and control Electrical distribution details Circuit schedules and panel schedules Pump starter schematic diagrams Control system power schematic Control system I/O diagrams - RTU interconnection diagrams - Control panel details 6. Prepare electrical and control system technical specifications based on standard specifications from the owner. 7. Prepare an engineering opinion of construction costs for the electrical and control systems. 8. Attend up to four design team review meetings. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14.0347_00 September 2017 Page 58 of 60 177 TASK 14.0 ROADWAY DESIGN This task involves engineering and design work for the roadway, trail, and project construction phasing. Subtask 14.1 Roadway Geometry The CONSULTANT shall prepare a preliminary layout of the roadway. The roadway shall meet sight distance requirements based on the roadway design speed, vehicle turning requirements based on the project design vehicle(s), the requirements of the current Americans with Disabilities Act (ADA), and other guidelines. The CONSULTANT shall prepare environmental documents to support the roadway design as needed. Assumptions(s) • One round of CITY review continents. Deliverable(s) ✓ Preliminary design(s) of the roadway to be included in the 30 percent plans, including cross section and horizontal and vertical geometry. . Environmental exhibits to support roadway design. Subtask 14.2 Trail Layout The existing interurban trail parallels the UPRR on the west side of the UPRR requires a pedestrian bridge over the grade separation, which affects the profile and length of the underpass. In order to bring Southwest 27th up to grade in the shortest distance, the trail will likely need to be rerouted to the west or the east. The CONSULTANT shall investigate up to three alternative routes and prepare a preliminary layout of the preferred trail route. The trail shall meet the requirements of the current ADA guidelines. Assumptions(s) • One round of CITY review comments • The trail will require a prefabricated bridge over the grade separation. Deliverables) . Preliminary design(s) of the trail to be included in the 30 percent plans Subtask 14.3 Project Construction Staging The CONSULTANT will develop construction staging and phasing concepts for the project. The concepts will include all major construction activities and the sequencing of these activities. Deliverable(s) • Construction staging plans will be included in the roadway PS&E submittals described below Subtask 14.4 Roadway Plans The CONSULTANT shall prepare roadway plans in accordance with the drawing list included with the level of effort estimate. City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington 178 Exhibit A-1 BergerABAM, P14.0347.00 September 2017 Page 59 of 60 Deliverables) • Plan submittals at 30, 60, 90, and 100 percent level of completion Subtask 14.5 Specifications The underpass construction is not common and special provisions will be required to supplement the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction and the associated amendments and general special provisions. The CONSULTANT will prepare outline specifications identifying all anticipated payment items. Draft special provisions will be prepared where required. It is anticipated that there will be a special provision required for each of the following, among others. • Secant pile walls • Bottom seal construction • Railroad construction • Pump stations • Utility work Deliverable(s) • Special provision submittals at 60 (outline), 90, and 100 percent level of completion Subtask 14.6 Construction Cost Estimate An engineer's construction cost estimate shall be prepared based upon the list of anticipated pay items and quantities obtained from the design effort. Deliverable(s) • Cost estimate submittals at 30, 60, 90, and 100 percent level of completion • Three hard copies of the construction cost estimate • One electronic copy (PDF) of the construction cost estimate • One electronic copy (MS Excel) of the construction cost estimate City of Tukwila Strander Blvd/SW 27th St Extension Tukwila, Washington Exhibit A-1 BergerABAM, P14,0347,00 September 2017 Page 60 of 60 179 180 CITY OF TUKWILA - STRANDERJUPRR GRADE SEPARATION PHASE 3 - UPRR UNDERCROSSING ID 117 2019 2019 2020 , Jul hl� _ Sem Oct N _ Per. Jan Feb Mr _ AMr _ km Jun Jul Aug Sep- Oct Nor Dec Jan Feb Mar Apr May .M Jul _ w 1 . 906 ♦ NTP to G0Pl9ULTANT AuB :5�_ ON Wm Dec Jan Feb Mar Apr Jut Jul Aug Stag C7 [ Now Dec 2 M06@JZE SUBCONSULTANTS 3 4 1111811 SURVEY 8 MAPPING — 5 10,3 Perform Survey 6 11128 iii Prepare Bate Map 10 -- 11 12 FINALIZE STORM WATER CONFIGURATION 13 11128 Confirm Outfall Location and Route 14 12112 - Realize Draft Memorandums 15 12126 in City Review of Draft Memorandum 55 115 Resonse to City torments 47 1796 • Comment Resalullen Meeting 46 1117 1 Flnaltze Memorandum 19 1124 f Floai Memorandum 20 21 325 UPRR Railroad Design 22 215 —. Prepare UPRR Concept Design 23 3120 $ Submit UPRR Concept Design 24 3121 MI Conceptual Design Review try UPRR 25 5f9 111= 36%Design Review 26 27 21 31 32 93 —. 36 37 1117 GEOTECHNICAL ENGINEERING 512 111. Final Geotechnical Design Recommendations 6115 MI Final Geolechincal Report 12121 Is 411%Eliesign Review - 30% PLANS. SPECIFICATIONS d ESTIMATES 12.126 Prepare 30% PSRE 4Perrnhtinn Ssrbmitta6 3126 no QFNQC Permitting Submittal 442 • Permitting Submittal to CIIy 413 1M City Review of Permitting Submittal 4124 111 Peunidirg Submittal Comment Resolution Meeting 4125 EN Finalize Permitting Submittal 51B ♦ Submit Permitting Sebmiltal FINAL UPRR Railroad Desepn 7119 106%nesign Review 5119 Finalise Cunstredivn Agreement 41 - ■ FPNAL PLANS, CPE Cif !CATIONS 6 ESTIMATES 42 43 44 45 45 47 45 49 50 51 52 53 Tue 95117 1 v1 2 lack 519 Prepare Mtennsdlale C50% Submittal 811 NI QA3QC 64%Subminal 8114 ♦ 6076 Submittal to City 1115 I• City Rat !twat EA%Su11a14ttal 9154! SOX Submittal Comment Resolution Meeting 016 Prepare 9041 Submittal 1111 11=1 tIA'5G 5054 Submittal 11121 • 94X3ubrniltal to City 11129 Mel City Review of 901/4Submietal 42120 ♦ 90%Submittal Corm—met Resole,tInn Meeting 317 Prepare Draft Pinel Submittal 512 OAt0C Dail Final Submittal Viieslane • Senn 11P• Cnlrea Task CITY OF TUKWILA - STRANDERIUPRR GRADE SEPARATION PHASE 3 - UPRR UNDERCROSSING ID 117 71116 2059 20217 JO Aug Sep Oet Now Dec , Jen Fob ; Mer Apr lAa7< _ Jug Jul Aua Seg Oct Nor Doc , Jan , Feb. #+lar Apr _ May , Jun _ Jul _ Aug Sep Ota Nov Dec Jan Feb kir Apr May Jun Jul Aug Sop Oct_ Nov Dec. 54 5(12 4 Draft Mail Submittal to City 55 5423 MI City Review/Of Draft Final Submittal 56 6013 i Draft Finer Submittal Comment Resolution Meeting 57 6114 ! Prepare Final Submittal 5B 715 IIII CA19C Final Submittal 59 7116 ♦ Final Submit -alto City 61 62 63 413 — Prepare Updated Discipline Reports 64 6125 - Review by City 65 3116 im Incorporate City Comments 66 - 124 + Submit Drept. Updated Discipline Repots to MrSDOT 67 725 i WSDOT Review 66 6122 - incorporate WSD13T Comments 69 915 # Submit Draft Updated Discipline Reports to Agendas 70 916 Agency Review 71 1614 - Finalise Updated Discipline Reports 72 16117 • Enthrall Final Updated Reporls IO City 73 10176 M" WSDOT Re5Iew of NEPAREevalualian 74 10131 t► WSDOT Approval oI NEPA REwaauston 75 76 rp PERMITS 77 1171 MUM Prepare Penna Applications 76 12+12 + Submit Permit App9callmrs to City 79 12113 NM Review by City 80 1116 • Incorporate C11 Comments 1027 Submit Permit Applications to Agencies NEPA REEVALUATION 1226 Confirm Scoping d Water Treatment and Detention 81 82 1124 Process Agency Review 83 4117 • Permits issued 84 +115 Incorporate Permit Conditions Into ,SBE 65 86 87 gg 714 5/9 — Complete RAM Plans (includes meioses} Complete RAM Funding Estimate 5111 Obligate RAY Funding 11114 • RAW' Funds Authrorized 11115 99 90 91 92 93 94 95 96 97 : 96 60 160 - 101 102 103 104 105 RIGHT OF WAY PLANS 8 ACQUISITION (Future Work Nol In Scope) Camplele RAN Aequisilwn 16131 • Complete RAW Certification 11113 • RAY Certified by WSDOT 111111111 ADVERTISE, BID 8 AWARD 11114 Authorize Construction Funding 12112 mg Contract Assembly by City 17125 ♦ Final Comments to Consultant 12,27 ` Prepare Ad Ready Plans & Specifications 119 ; Submit Al Ready Plans & Specifications 122 is. Advertise 1124 Bid Period 315 • OPeo Bids 316 - Evaluate Bids 3/19 ♦ Award Contract T 915117 2 of 2 t M4essane ♦ &arenary Crdfical Task Exhibit B DBE Participation See attached Exhibit B. Agreement Number: WSDOT Form 140-089 EF Exhibit 8 Revised 10/3012014 Page 1 of 1 183 STRANDER BQULEVARDISW 27TH STREET EXTENSION EXHIBIT B - DBE PARTICIPATION PLAN Firm Services to be Provided DBE Cert. No. Contract Amount Planned Actual 9/5/2017 DBE Participation Planned Actual Berger ABAM One Affiance Geamatics Fehr & Peers Abeyta & Associates Widener & Associates Hansen Professional Services Bright Engineering Shannon & Wilson Ott -Sakai & Associates, LLC R&W Project Management, Civil & Structural Engineering Surveying Traffic Engineering Right of Way Planning & Project Funding Estimate Environmental Documentation & Permitting Railroad Engineering Structural Engineering Geotechnical Engineering Constructability Review & Construction Cost Estimating Pump Station Electrical & Control Systems $ 2,881,529 $ D4M0022928 $ 250,337 $ $ 164,952 $ D5F0019645 $ 33,220 $ $ 188,491 $ $ 179,333 $ $ 94,991 $ $ 141.320 $ D4M0D23226 $ 42,505 $ $ 70,650 $ D3M0015622 Notes: Planned amounts reflect the scope of work and level of effort at project NTP. Totals = $ 4,.047,328 $ 6.19% 0.00% 0.82% 0.00% - 2.35% 0.00% - 1.05% 0.00% 0 10.40% (10O% Page 1 of 1 Exhibit C Preparation and Delivery of Electronic Engineering and Other Data In this Exhibit the agency, as applicable, is to provide a description of the format and standards the consultant is to use in preparing electronic files for transmission to the agency. The format and standards to be provided may include, but are not limited to, the following: L Surveying, Roadway Design & Plans Preparation Section A. Survey Data See attached Exhibit A-1 B. Roadway Design Files Civil 3D. Version to be determined by consultant based on current practice at the time the work is completed. C. Computer Aided Drafting Files AutoCAD. Version to be determined by consultant based on current practice at the time the work is completed. Agreement Number: WSDQT Form 140-089 EF Exhibit C Page 1 of 4 Revised 10/30/2014 185 D. Specify the Agency's Right to Review Product with the Consultant See attached Exhibit A-1. E. Specify the Electronic Deliverables to Be Provided to the Agency See attached Exhibit A-1. F. Specify What Agency Furnished Services and Information Is to Be Provided See attached Exhibit A -I. Agreement Number: WSDOT Form 940-089 EF Exhibit C Page 2 of 4 Revised 10/30/2014 186 II. Any Other Electronic Files to Be Provided See attached Exhibit A -l. III. Methods to Electronically Exchange Data Methods will be determined in consultation with agency during the course of the work. WSDOT Form 140-089 EF Exhibit C Revised 1013012014 Page 3 of 4 187 A. Agency Software Suite None. 13. Electronic Messaging System None. C. File Transfers Format See attached Exhibit A-1. WSDOT Form 140-089 EF Exhibit C Page 4 of 4 Revised 10/30/3014 188 Exhibit D Prime Consultant Cost Computations Exhibit D-1 - Consultant Fee Determination Exhibit D-3 - Consultant WSDOT ICR Letter Agreement Number: WSDOT Form 140-089 EF Exhibit D Revised 10/30/2014 Page 1 of 1 189 EXHIBIT D-1: CONSULTANT FEE DETERMINATION Phase 3 Cost Summary CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION 9/5/2017 DIRECT SALARY COSTS (DSC) Personnel Hours Rate Cost 1 Principal/Project Manager 414 X $ 93.03 = $ 38,514 2 Project Engineer 3,599 X $ 63,54 = $ 228,680 3 Structural Engineer 3,413 X $ 47.98 = $ 163,756 4 Civil Engineer 4,371 X $ 40.87 = $ 177,769 5 Construction Specialist 372 X $ 62.04 = $ 23,079 6 Designer/CAD Operator 6,010 X $ 46.26 = $ 278,023 7 Graphics 136 X $ 40.00 = $ 5,440 8 Department Coord./Admin 408 X $ 35.26 = $ 14,386 Total Hours Overhead (OH) Fixed Fee (FF) 18,723 Subtotal Direct Salary Costs (DSC) _ $ Salary Escalation (SE) = 5% of DSC = $ Subtotal (DSC + SE) = $ 163.45% of (DSC + SE) = $ 31.55% of (DSC + SE) = $ 929,647 46,482 976,129 1,595,483 307,968.73 TOTAL SALARY COSTS (ESC + SE + OH + FF) _ $ 2,879,581 DIRECT NONSALARY COSTS (DNSC) Mileage Design Team 800 miles @ $ 0.560 $ 448 Expendables (photographs. equip rental, etc.) 1 Estimate $ 1,500 $ t,500 TOTAL REIMBURSABLE EXPENSES (DNSC) = $ 1,948 TOTAL BergerABAM a $ 2,881,529 SUBCONSULTANTS One Alliance Geomatics - Survey $ 250,337 Fehr and Peers - Traffic $ 164,952 Abeyta & Associates - ROW Planning Services/Project Funding Estimate (PFE) $ 33,220 Widener & Associates - Environmental $ 188.491 Hanson - Railroad $ 179.333 Bright - Structural $ 94,991 Shannon & Wilson - Geotechnical $ 141,320 Ott Sakai - Constructability $ 42,505 R & W - Pump Station Electrical & Control Systems $ 70,650 TOTAL Subconsutlants = $ 1,165,799 Management Reserve = $ 100,000 TOTAL Authorized Amount $ 4,147,328 Page 1 of 31 190 EXHIBIT D-1: CONSULTANT FEE DETERMINATION ABAM Direct Salary Costs CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION 9/512017 1 Classification Name Base Wage Rate % Participation Blended houriy Rate Principal/Project Manager Project Engineers Bob Fernandes 593.03 100% $ 93.03 Ross French Naomi Selove Stuart Bennion Matt Huxley $63.00 $56.64 $63.54 558.05 100% $ 63.54 Structural Engineers Greg Banks $63.64 Santiago Aguilar $47.98 100% 47.98 Civil Engineers Blake Nelson $35.58 Brook Emry 540.67 100% $ 40.67 Construction Specialists Bob Lee $62.04 100% Ed Cline $58.89 $ 62.04 Designer/CAD Operator John Reyes $41.61 30% Jef Blake 55519 30% Lee Childress $43.05 40% $ 46,26 Graphics Aaron Savage $40.00 100% Kim Crow $37.91 40 00 Department Coord./Admin Nora Bretana 834.88 Kelly Robinson 535,26 100% 5 35.26 Page 2 of 31 191 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ABAM Phase 3 Hours 91512017 Page 3 of 31 Task Number I.)- ,hal m a p C d c a. c = Liim a` �m a 3_m a ncryC v c T e; C . w iii m c _ '} o m a_ o. w E3 r w o 0 " a fl c7 F C EQ Z c 8 d 0 Totals DSC $ 93.03 I $ 63.54 I $ 47.98 9 $ 40.67 1 $ 62.04 1 $ 46.26 1 $ 40.00 [ 3 35.26 TASK 1 - PROJECT MANAGEMENT 1 238 708 220 172 104 - 156 1,598 Project Coordination (24 months) 1.1 48 96 48 - _ - 96 258 Quality Assurance 1.2 18 440 - - 104 - - 12 574 Preparation of OA Plan and Monitoring 8 60- - _ - _ 12 80 Checking Subconsullant luVork Products 2 100 - - 102 30 Percent Submittal OA 2 60 32- - 04 60 Percent Submittal QA 2 80 20- 102 90 Percent Submittal QA 2 80 - - 32 - - - 114 Final Submittal OA 2 60 - - 20 - - - 82 Meetings 1.3 172 172 172 172- - 481 736 Project Team Meetings (52) 52 52 52 52 - - - - 208 Meetings with City Staff (24) 120 120 120 120 - - - 48 528 TASK 2 - DIRECTED SERVICES 2 - _ - - Public Involvement 2.1 I - - - - - - - - Exhibits Mailings Summary of Comments _ Value Engineering (VE) 2.2 - - - . - - - Initial Presentation of Project to VE Team _ Review and Response to VE Recommendations Ad, Bid, and Award Services 2.3 - - - •- - - - Answers to Bidder Questions _ Addenda Special Provisions. _ Addenda BidQuantities Addenda Plans TASK 3 - INDEPENDENT CONSTRUCTABILITY REVIEW 3 See Oti Sakai Fee Estimate for Details _ Page 3 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ABAM Phase 3 Hours 9/5120/7 Page 4 of 31 u qe tl 4 m t Q = tzi G c� C v m ► m c =.- 0 a 0 E't o m w +i wi C w °u 470 +a t t' `a Task o m i c m m m n a.0 Number IL 2 a_ to W. 6 u,, rn o O C7 0 [°s Totals DSC $ 93.113 1 $ 63.54 1 $ 47,98 1 $ 44.67 1 $ 62.04 15 46.26 1 $ 40.00 1 $ 35.26 TASK 4 -SURVEY AND BASE MAPPING 4 - - _ Record Research, GPS RTK Control and, Terrestrial Control Survey Work 4.1 - See One Alliance Fee Estimate for Details Topographic Survey 42 See One Alliance Fee Estimate for Details - Utility Locate Services 4.3 See One Alliance Fee Estimate for Details - Additional Topographic Survey of Adjacent Wetland(s) 4.4 See One Alliance Fee Estimate for Details Title and ROW Review 4.5 See One Alliance Fee Estimate for Details - TASK 5 - UTILITIES 5 12 166 - 253 8 116 8 6 571 Transmission, Substation), BP Pipelines (Olympic Pipeline), AT&T, Level 3, Sprint, King County Sanitary Sewer, Seattle Pubtic Utilities Waller. Communications (2} - - - - - - Existing Utility Data 5.1 2 24 - 36 - 16 - - 78 Contact Utilities for Ps-buills (12 contacts (§ 1 hr each) - 4 - 8 - - - 12 Collect and Review As-Builtss and Construction Record Drawings - 2 - 4 - - - - 6 Collect & Review Sanitary Sewer Masterplan, Hydraulic Model - 12 -- - - 12 Compile As-builts into Base map - 4 - 16 - 5 - - 28 Prepare Existing Utility Map Exhibit 2 2 - 8 - 8 - 20 Preliminary Coordination with Utilities 5.2 10 #B - 76 4 20 8 6 212 Utility Coordination Kick Off Meeting (1 hr) 4 4 - 4 - - - - 12 Prepare Materials for Utility Kickoff Meeting - 2 - 4 - - - 1 7 Provide Meeting Minutes for Utility Kickoff Meeting - 2 - - - - _ 1 3 Project Utility Coordination (2 hrs per month) - 36 - - - - - - 3E Additional Utility Coordination Meetings (1-1 hr mtg per utilily( - 12 - 12 - - 24 Develop Utility Relocation/Protection Conceptual Design - 8 - 24 - 8 - - 40 Review Utility Relocation Conceptual Design with City e 4 - 4 - - 12 Consolidate Comments from Utilities and City - 4 - 4 - _ _ 8 Finalize Utility ReloratiflntPrrtection Conceptual Design - 8 - 8 - 4 - - 20 Utility Relocation Memorandum 2 8 - 16 4 8 8 4 50 Coordination with Utilities for Final Design 5.3 20 - 40 • 24 - - 84 Respond t0 Utility Comments - 8 - 16 - - - - 24 Meeting Minutes - 4 - 8 _ _ _ _ 12 Plan Generation - 8 - 16 - 24 - - 48 Page 4 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ABAM Phase 3 Hours 9/5/2017 Page 5 of 31 40 a 'El' a C y c d _ o 0 c_E c E "� aill j �' c 7 eil a w o E a 'V 4} C w Ta w 61 .nti .c Task �, _ 4 t 3 D et a oa LT fl. o Number . 24 o. ws if, LI is un 0 0 [7 or u Totals DSC $ 93.03 1 $ 53.54 I $ 47.98 1 $ 40.67 1 $ 62.04 1 $ 45.26 1 $ 40.00 I $ 35.26 SPU Waterline Monitoring Plan 5.4 - 15 - - - - - 16 Draft Waterline Monitoring Plan - 16 - - - -- - 16 Coordination with Utilities for Final Design 5.6 - 18 - 101 4 56 2 181 King County Coordination Meeting - 4 - 4 - - - - g Provide Meeting Minutes for Meeting - 1 - - - 2 3 Develop Design Criteria - 4 - 16 - - - . 20 Provide Draft Conceptual Sanitary System Layout - 4 - 40 - 40 - 64 Incorporate County Comments into Conceptual. Design 2 - 16 - 16 - 34 Construction Cost Estimate - 4 - 24 4 - - 32 TASK 6 - TRAFFIC ANALYSIS, ILLUMINATION & SIGNAL DESIGN 5 - - - - Traffic Capacity Analysis 6.1 See Fehr and Peers Fee Esttrnate for Details - Preliminary Construction Cost Estimate 6.2 See Fehr and Peers Fee Estimate for Details - PreliminaryIllumination (30 Percent) Design 6.3 See Fehr and Peers Fee Estimate for Details - Traffic Study For Environmental Documentation 6.4 See Fehr and Peers Fee Estimate for Details - TASK 7 - RIGHT OF WAY PLANNING AND COORDINATION 7 30 208 55 324 18 192 - 827 Affected Property Owners. (10): Taco Rell, Jack In The Box, Puget Sound Energy ROW, Sound Transit, Kaiser Permanente, Kong County Metro Transit RapidRide, Boeing, BNSF, UPRR Local Business Access Design 7.1 30 58 - 96 - 72 - - 256 Meet with Taco Bell 4 8 8 - 4 - - 24 Develop Revised Access Options 2 8 24 - 16 - - 50 Review Options for Revised Access with City 3 3 - - - - - 6 Revise Access Options - 4 - 16 8 - - 28 Present Options to Taco Bell 3 3 - - - - - - 6 Follow Up Meeting 3 3 - - - 8 - 14 Meet with Jack in the Box 4 8 - 8 - 4 - - 24 Develop Revised Access Options 2 8 24 - 16 - - 56 Review Options for Revised Access with City Revise Access Options 3 - 3 - - - - 4 - 16 - 8 - - - e, 28 Present Options to Jack in the Box 3 3 - - - - - 6 Follow Up Meeting 3 3 - - 8 - - 14 Page 5 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ABAM Phase 3 Hours 915(2017 Page 6 of 31 Task Num her U m cu 8_prig m e �_c o W m t!! v i— Cha ` N up .. t4' 15 G b- e 41/ o ` 'rn } c w a. 2 a. va w u U uii 0 o Gf p G 131 m w m 0 0 in L 0 c E Q 2i. o` 0 0 Totals DSC $ 93.03 [ $ 63.54 [ $ 47.98 L i 40.67 1 $ 62.04 1 $ 46.26 1 $ 40.00 [ 8 35.26 • Puget Sound Energy ROW Coordination ' 7.2 - 8 - 8 - 8 - 24 Meet mitt PSE ROW department (1 hr mtg) - 3 - - - _ _ 3 Provide Minutes for PSE Mtg - 1 - - - - - 1 Develop Access Options - 2 - 8- 8 - - 18 Revise Aeoess Options 2 - - - - _ 2 Present Final Driveway Configuration to PSE ROW - - - - - _ General Coordination (1 hrt month) - - - - - _ _ _ Sound Transit Coordination . 7.2 - 35 55 32 - 8 - - 130 Meet with Sound Transit (6-1.5 hr mtg) 21 21 - - - - - 42 Provide Minutes for Sound Transit Mtg - 6 2 - - - - - 8 Prepare Exhibits for Sound Transit Meetings and Correspondence 8 32 32 - 8 - _ 80 General Coordination (3 ha month) - - _ _ . - Kaiser Coordination, 7.2 8 6 - - - - 14 Meet with Kaiser (.2-1 hr mtg) 6 - 6 - - - 12 Provide Minutes for Kaiser Mtg - 2 - - - - - 2 General Coordination (1 hr t month) - - - - - _ Intersection Plan for Approval (IPA) 7.2 - 14 78 - 20 - - 112 (Assume 3 review cycles) Prepare IPA plans - 8 60 - 20 - e8 Submit IPA to WSDOT - 3 - - - - _ - 3 Review. respond and address WSDDT Comments - 3 - 18 - - - _ 21 King County Metro (KCM) RapdRide Coordination 7.2 - 10 - 8 - 8 - - 26 Meet with KCM (1 hr mlg) 3 - - _ _ _ - 3 Provide Minutes for KCM Mtg 1 - - - - - _ 1 Develop Draft Detour Route 2 - 4 - 4 - - 10 Submit Draft Detour Route b KCM for Approval - 2 - - - - _ 2 Submit Final Detour Route b KCM for Approval 2 - 4 - 4 - - 10 General Coordination (0.5 hrf month) - _ - _ _ _ - Boeing ROW Coordination 7.2 • 11 - 14 6 8 - 39 Meet with Boeing ROW department (1 hr mtg) - 3 - - 3 _ _ _ e Provide Minutes for Boeing Mtg - 1 - - - - _ 1 Develop Draft Construction Route for approval - 2 - 8 - 8 - - 18 Page 6 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION (3) CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ABAM Phase 3 Hours 9/5/2017 Page 7 of 31 Z. 'Cr C C c O `m c m o ca m_` V c y TJ Id AP 8f uao u, aF W C ` .�. m O To= W is c w7; m Ly r E Q 1'_. Task cc _ �rn .3 cm �a o.o Number a. 2 o. to w 5 urn 0 0 0 0 u Tot aIs DSC $ 93.03 1 $ 63.54 1 $ 47.98 I $ 40.671 $ 62.04 1 $ 46.26 1 $ 40.00 I $ 35.26_ Revise Access Options - 2 - 6 - - - - t:. Present Final Construction Route to Boeing ROW at MIg - 3 - - 3 - - - General Coordination (1 lid month) - - - - - - - BNSF ROW Coordination 7.2 - 9 - 6 6 - - 21 Meet with BNSF (1 hr mtg} 3 - - 3 - r Provide Minutes for BNSF - 1 - - - - - 1 Revise Access Options - 2 - 6 - - - u Present Final Impacts to BNSF ROW al Mtg 3 - - 3 - - General Coordination (1 hrl month) - - - - - UPRR ROW Coordination 7.2 - 9 - 6 6 - - 21 Meet with UPRR (1 hr mIg) - 3 - 3 - - 6 Provide Minutes for UPRR Mtg • - 1 - - - - - - 1 Revise Access Options 2 - 6 - - - - n Present Final Impacts to UPRR ROW at Mtg General Coordination (1 hrf month) - - 3 - 3 - - - - - - r, Right -of -Way Plans & Coordination (assume 12 properties) 7.2 - 44 - 70 - 68 - 194 Coordination (4 fir month for 9 months) - 36 - 36 - - - - 72 Exhibits (Assume 24) - - - - Legal Descriptions (Assume 24) - - Plans 110 - 6'=- a - - 112 TASK 8 - ENVIRONMENTAL COMPL1ANCE'PERM1TTING REQs 3 - - - - - - - - Design Assistance and Early Agency Coordination 8.1 See Widener and Associates Fee Estimate for Details - Prepare Area of Potential Effect 8.2 See Widener and Associates Fee Estimate for Details - Section 106 Report 8.3 See Widener and Associates Fee Estimate for Details - Noise Study 8.4 See Widener and Associates Fee Estimate for Details - Hazardous Materials Memorandum I 8.5 See Widener and Associates Fee Estimate for Details - Biological Assessment (eA) 8.6 See Widener and Associates Fee Estimate for Details - Air Quality Analysis 8.7 See Widener and Associates Fee Estimate for Details - NEPA Environmental Classification Summary Update 8.8 Sea Widener and Associates Fee Estimate for Details - Wetland and Critical Areas Study 8.9 See Widener and Associates Fee Estimate for Details - Wetland Mitigation Use Plan 8.10 See Widener and Associates Fee Estimate for Details - Page 7 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKW1LA - STRANDED BOULEVARD EXTENSION ABAI'III Phase 3 Hours 9/5/2017 Page 8 of 31 Task Number ti R O '5 i9. 9 c- rL I Q1 r 2 C.1 Cw Yl.k R CSi Q . ;:-._ 4 C- f y q, C} c =� C 74 N �y t0 -6 2 ,6r } o. N o it Co.' w t) t. co d 0 o L.' L R .0 r -s E Q Z'+ I. .o o v Totals CSC $ 93.03 $ 63.54 ' $ 41.98 1 $ 40.67 $ 62.04 I $ 46.26 15 40.00 0 $ 35.26 SERA 8.11 See Widener and associates Fee Estimate for Details - State & Federal Permits 8.12 See VVidener and Associates Fee Estimate for Details - City Permits 8.13 See Widener and Associates Fee Estirnate for Details - 9 _ 1 20 16 44 - 54 - -1 135 TASK 9 -RAILROAD Project Coordination 9.1 See Hanson Fee Estimate for Details - Railroad Shoofly and Phasing Concept 9.2 See Hanson Fee Estimate for Details - 30 Percent Railroad Shoofly and Phasing Plan 9.3 See Hansom Fee Estimate for Details 60, 90 & 100 Percent Railroad Shoofly and Phasing Plan 9.4 See Hanson Fee Estimate for Details - Shoofly Plans - Hanson See Hanson Fee Estimate for Details - Shoofly Coordination (BergerABAM) 9.5 1 20 16 44 - 54 - 135 Shoofly Design Coordination - 6 8 15 - - - 30 Shoofly Plans - BergerAEAM - 10 - 20 - 54 - - 84 Shoofly Coordination Estimate 1 4 8 6 - - - - 2' TASK 10 - STRUCTURAL ENGINEERING 10 75 1195 2,720 14 168 2,1.96 48 160 6,574 BNSF Bridge and Walls 10.1 22 120 280 - 24 206 - 30 658 Coordination and Meetings with CITY and BNSF (3 Meetings) 12 12 12 - - - - 6 .,,,: Retaining Wall and Integration - 12 24 - 4 - - - 4:: Foundation Design and Ground Improvement - 20 60 - 8 - 88 Staging and Misc Details - 12 40 - a - - - 60 BNSF Bridge Plaits - 42 84 - - 190 - - 316 BNSF Conceptual Submittal 2 4 6 - - - 4 16 BNSF 30% Submittal 2 4 8 - - a 6 28 BNSF 60% Submittal 2 6 12 - - 8 - 6 34 BNSF Final Submittal 2 4 8 - - - 4 18 WSDOTICITY Contract Submittal 2 4 6 - - - 4 16 UPRR Bridge and Walls 10.2 22 206 544 - 54 454 - 32 1,312 Coordination and Meetings with CITY and UPRR (3 Meetings) 12 12 12 - - - - 6 42 Retaining Wall and Integration 10 40 6 - - - 66 Foundation Design and Ground improvement Staging and Misc, Details , - 24 80 - 12 - 12 60 - 24 - - - 116 96 Superstructure Design and Track Coordination • 40 120 12 - - 172 Page 8 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ARAM Phase 3 Hours 9/5/2017 Page 9 of 31 1.5 0 o — ca w c a c cu " 0 t E Task et Z, cc w 'o m c fi w o11 ma a.7 W rn 2 2m cm an`m 12 a. it 107 Number a_ 2 a ua w U 0 in a O t7 a U Totals DSC $ 93.03 $ 63.54. $ 47.98 1 $ 40.67 I $ 62.04 1 $ 46.261 $ 40.00 I $ 35.26 UPRR Bridge Plans - 86 172 - - 438 696 UPRRConceptual Submittal 2 4 8 - - 4 - 4 22 UPRR 30% Submittal 2 4 12 - 4 - 6 28 UPRR 60% Submittal 2 6 20 - - 8 - 8 44 UPRR Final Submittal 2 4 12 - - - - 4 22 WSDOTICITY Contract Submittal 2 4 8 - - - 4 18 UPRR Temporary Shoring Wall 10.3 - 24 32 - - _ g 64 Temporary Shoring Wall Design See Bright Fee Estimate for Details - Coordination of Staging with Civil, Structural, and Shoofly See Bright Fee Estimate for Details _ UPRR Temporary Shoring Wan Plans See Bright Fee Estimate for Details - Bright Engineering Design Coordination - 12 16 - - - 28 Coordination with UPPR Submittals in Task 10.2 - 12 16 - - - 8 36 Sound Transit Vehicular Bridge 10-4 8 136 304 - 26 242 16 26 758 Foundation Design and Ground Improvement 28 88 - 6 - - - 122 Superstructure Design See Bright Fee Estimate for Details _ Retaining and Shoring Wall Design Coordination - 16 40 - 12 _ - 68 Coordination of Staging with Civil and StrucIural - 16 24 - 8 - - 48 Vehicular Bridge Plans (Substructure) 46 92 - - 234 - - 372 Vehicular Bridge Plans (Superstructure) See Bright Fee Estimate for Details • Bright Engineering Design Coordination - 12 24 - - _ - - 36 30% City Submittal 2 4 6 - - 4 8 6 32 60% City Submittal 2 4 a - 4 8 8 34 9096. City Submittal 2 6 17 - - - - 4 24 WSDDTFCITY Conti -ad Submittal 2 4 8 - - - 8 22 Retaining Walls 10-5 B 340 TOO 28 716 16 26 1,894 Undercrossing Wall Concept and Layout - 16 40 - 16 12 - 84 Coordination with Utilities. Drainage, and Staging 12 24 - 12 6 - 56 Retaining Walls #1 Oho #4 Design - 24 80 - - - - - 104 Retaining Walls #5. #6 & #17 Design - 24 72 - - - - 96 Retaining Walls #6 and #7 Design 24 6o - - - - 84 Retaining Walls #9 thru #12 Design - 32 8o - - - - - 112 Retaining Wells #13 thio #16 and Moment Slab Design - 32 80 - - - - 112 Railing and Fence Design 8 24 _ _ - - 32 Page 9 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRAINER BOULEVARD EXTENSION ABAM Phase 3 Hours 9/512017 Page 10 of 31 Number . m. ` w sc o` 2 ma lil a a a- - lC c ° 0 u M IlaM ca r2. '=c 'a`.Task 9^ C y 0 °' a w U r in n 0 Nm m 0 E¢ E d` d o a u Totals DSC I $ 93.03! 5 63.541 $ 47.98 j $ 40,671 $ 62.04 $ 46.26 1 $ 40.00 1 $ 35,26 Retaining Wall Plans - 132 264 - - 688 - - 1,084 30% City Submittal 2 8 8 - 4 8 6 36 60% City Submittal 2 8 8 - - 4 8 8 38 90% City Submittal 2 12 12 - - - - 4 30 WSDOT/CITY Contract Submittal 2 8 8 - - - - 8 26 Seal and Fascia Walls 10.6 8 201E 452 - 24 354 - 16 1,054 Seal Concept and Layout - 16 36 - 12 8 - - 72 Coordination with utilities, Drainage, Structures and Staging - 12 24 - 12 8 - 4 60 Un -Reinforced Seal Design - 20 40 - - - - - 60 Ground Improvement Design - 8 24 - - - - 32 Reinforced Seal Design - 16 40 - - - - - 55 Edge Bearn and Approach Slab Design - 20 48 - - - - 68 Fascia Wall Design - 24 80 - - - - - 104 Structural Seal Plans - Be 132 - - 338 - - 536 30% City Submittal 2 4 4 - - - - 2 12 60% City Submittal 2 4 6 - - - - 4 16 909 City Submittal 2 6 12 - - - - 4 24 WSDOT/CITY Contras Submittal 2 4 6 - - - 2 14 Trak Bridge 10.7 4 56 134 S 8 124 - 8. 342 Conceptual Design and Coordination with Venders - 4 16 - - - - 20 Foundation Design - 16 40 - 4 - - - 60 Coordination of Staging with Civil and Structural - 4 16 8 4 - - - 32 Pedestrian Bridge Plans - 24 48 - 124 - - 196 30% City Submittal 1 2 4 - - - _ 2 9 60% City Submittal 1 2 4 - - - - 2 9 90% City Submittal 1 2 4 - - - - 2 9 ; WSDO17CITY Contract Submittal 1 2 2 - - - 2 7 Miscellaneous Structures 10.8 3 58 138 - 8 100 - fi 303 Limits of Structural Excawalion Development - 12 20 - 4 - - - 36 Luminaire Brackets Design - 12 40 - 4 - - _ 56 Signal Bridge Design See Bright Fee Estimate for Details Signal Bridge Foundation Design See Bright Fee Estimate for Details Page 10 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ABAM Phase 3 Hours 91512017 Page 11 of 31 U Ge M 4 C 1-, C c C u W E C o d U C W ,. 3 m L t. Task cel o .-c > act. ma ro na Number 8 m Q. yr Lill U r -a rq I O t9 G cis Totals DSC $ 93.03 1 $ 63.54 1 $ 47.98 I $ 40.67 I $ 62.04 I $ 46.261 $ 40-00 $ 35.26 Miscellaneous Structures Plans See Bright Fee Etlirnate for Details IWliscellane©us Structures Plans - 20 40 - - 100 - - 160 Bright Engineering Design Coordination - 8 16 - - - _ _ 24 60% City Submittal 1 2 4- - - - 2 9 90% City Submittal 1 2 4 - - - - 2 9 WSDOTICITY Contract Submittal 1 2 4 - - - _ 2 9 Structural Special Provisions and Estimate 10.9 - 46 106 - - - g 160 30% City Submittal - Estimate - 6 24 - - - - 2 34 60% City Submittal - Special Provision Outline and Estimate - 20 48 - - - - 2 70 90% City Submittal - Special Provision and Estimate - 12 24 - - - - 2 38 WSDOT/CI TY Contract Submittal - 6 10 - - - 2 18 Project Aesthetics - 9 - 6 - - 16 - 10.10 31 Project Aesthetics Meetings (3 - 2 fir Meetings) 9 - 6 - - 16 - 31 TASK 11 - GEOTECHNICAL ENGINEERING SUPPORT 11 12 8 18 - - - 38 Subsurface Explorations and Testing 11.1 See Sharron and Wilson Fee Estimate for Details _ Update Existing Groundwater Flow Madel Structure 11.2 See Shannon and Wilson Fee Estimate for Details Update Groundwater Flow Model Calibration 11.3 See Shannon and Wilson Fee Estimate for Details - Groundwater Flow Model Simulations to Incorporate Phase 3A 1t4 See Shannon and Wilson Fee Estimate for Details - Geotechnical Engineering 11.5 See Shannon and Wilson Fee Estimate for Details _ Geotechnical Review fBergerABAM) 11.9 12 8 18 - - . _ }g Review of Draft Geotechnical Report 9 6 12 - - - - 27 Review of Final Geotechnical Report 3 2 6 - - - - 11 TASK 12 - DRAINAGE DESIGN 12 14 32 168 - 28 - 12 254 Determine Preferred Discharge Route - - - - 8 - 36 4 24 Determine Welland Hydroperiod Baseline with Widener/City - 4 - 4 - - - - g Finalize Conceptual Drainage Design 4 - 12 - - - - 16 Draft Drainage Memo 8 8 - 100 - 20 - 8 144 Address Comments on Draft Drainage Memo 2 8 - 20 - - - 30 Final Drainage Memo 4 4 - 8 - - - 4 24 Page 11 of 31 EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ABAM Phase 3 Hours 9/5/2017 Page 12 of 31 Task Number I.; a '4 0. A, pm -c rd eg ci. E d a r . w a fl a .- w c u __ us tow y C m Ll! _ —y U c O O 47 '� m u an rn < ti e A m co ,. WI a O O `f' lc Q. 6�7F c C RD 1:5 E a m a o o c Totals DSC $ 93.03 $ 63.54 1 $ 47.98 1 $ 40.67] $ 62.04 $ 46.26 1 $ 40.00 1 $ 35-26 i TASK 13 - PUMP STATION DESIGN 13 12 312 264 904 20 864 48 2,424 Meeting with City to Determine Criteria 13.1 I - 4 - 4 - - - 2 10 Draft Stormwater Pump Station Memorandum 13.2 - 44 - 84 - 16 - 4 148 Final Pump Station Memorandum 13.3 - 16 - 16 - - 2 , 34 Public Interest Findings 13.4 - 36 - - - - - 38 Stormwater Pump Station Drawings 13.5 12 116 40 484 - 440 - - 1,072 Specifieaiions 13.6 - 16 40 80 - - - 40 176 Construction Cost Estimate 117 - 4 - 40 20 - - . 64 Outfall Pump Station Design (Optional) 13.8 - 76 184 216 - 408 - 684 TASK 14- ROADWAY DESIGN 14 20 950 120 2,492 54 2,560 80 24 6.300 Roadway Geometry 14.1 - 52 - 208 - 226 80 6 576 Determine Design Criteria & Roadway Limits - 4 - 16 - 4 - - 24 DevelopCross-sections - 4 - 8 - 16 - - 28 Review Sight Distance - 4 - 16 - - - - 20 Autoturn Analysis - 4 - 16 - 16 - - 36 ADA Analysis - 4 - 16 16 - - 36 Develop Roadway Conceptual Design - 8 - 16 - 16 - - 40 Review Roadway Conceptual Design with City - 4 - - - - - 4 Finalize Roadway Conceptual Design - 4 - 8 - 8 - - 20 Generating Environmental Documents - 8 - 32 - 32 - 8 80 Base map Review and Roadway Modeling 8 - 80 - 120 80 - 288 Trail Layout 14.2 4 24 16 46 - 20 - - 104 Meet with City and King County Parks 4 4 4 - - - _ _ 12 Develop Trail Conceptual Criteria & Design - 8 - 16 - 4 - - 28 Develop 3 Alternative Trail Routes/Configurations - 4 4 16 - 12 - - 36 Review Trail /kits with City/County to Determine Preferred Design - 4 4 - - - _ - 8 Finalize Trail Conceptual Design - 4 4 8 _ 4 _ - 20 Project Construction Staging j 14.3 - 12 16 22 22 8 - - 60 Develop Construction Staging! Phasing Conceiols 8 12 16 16 4 - - 56 Review Construction Staging/ Phasing Concepts with City - 2 2 - - - - - 4 Finalize Construction Staging/ Phasing Concepts - 2 2 6 6 4 - - 20 Page 12 of 31 o EXHBIIT D-1 - CONSULTANTFEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION ABAM Phase 3 Hours 915120/7 Page 13 of 31 Task Number o O C g Ill _d �! u v d c •4 . M a_ — 7 co o c y m i nf t c 'C W •; [} C ° o 40 0 'E c® GAY [n L3 O be R d c 0 C = E V E Q a m m Fa `0 0 0 LI Totals DSC $ 93.43 I $ 63.54 1 $ 47.98 1 $ 40.67 1 $ 62.0.4 1 $ 46.26 Is 40.00 Is 35.26 Roadway Pians (See General -Civil Drawing List) Specifications Construction Cost Estimate 14.4 14.5 14.8 5,220 140 180 - 742 8 60 8 60 72 8 S 2,",142- 40 40 16 16 2,264 - 40 - - _ 8 8 TASK 15 - SANITARY SEWER REPLACEMENT 15- - J Total 414 3,599 3,413 4,371 372 6,010 136 408 18.723 Page 13 of 31 EXHIRIT ni: C(lNSUI TONT EFF fFTFRMINOTION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION Right -of -Way Drawing! jct 9/5/2017 Pages 1 d of 31 U61 o ^ C d C 0 C n 9 b Q C V O. 0) = . W ` .m C f.7 .0 10 f.7 C L C C 61 •; 2 m - b C y 'N y a °1 :E DRAWING LIST Number 1 2 o m w v uo a °+ C (9 a¢ Totals DSC A 93.03 1 A 63.54 1 $ 47.98 1 $ 40.67 1 $ 2.13d 1 $ A6.16 1 $ 40.00 I $ 35.26 `yi+ 1 , .._ _ _.'.� _ �� ... _. � � _� _ ....._.- w � - rw _� _ _ � , � 3� ..._ �B - � � .. RIGHT A,`ShAPIAT I("V MAL 1 9 4 a RIGHT OF Wev pA n CecC�eCpIT Pi pplc _ c1 -IFFY '7 0 8 16 7R RIGHT OF WAY AND EASEMENT °LA"S - SHEET' a 2 8 JR -R RIGHT OF WAY AND EASEMENT PLANS - SHEET 3 4 2 a JR 2. RIGHT OF WAY AND EASEMENT PLANS - SHEET 4 5 2 a 1R 26 RIGHT (1F WAV AND "`CEMENT 01 ANS - SLIFFT 5 6 RIGHT OC IMAV `NII "`CEMENT PI ANC _ CdFFT R 7 RIGHT OF WAY AND CASEMCpWT 0. A"ic - CLICCT 7 R RIGHT OF WAY AND EASEMENT PLANS - SHEET 8 9 RIGHT OF WAY AND EASEMENT PLANS - SHEET 9 10 RIGHT (1F WAV AND "`CEMENT PLANS - SPIT 10 11 RIGHT OC I IAV AND CALF\/CNT PI AIDC _ CdFFT 11 ''1 RIGHT OF WAY AND EASEMENT PLANS - SHEET 12 13 CUCT'TAI - A7 1 QIlruT 0[J&AV DRAWINGS 10 34 68 112 Pages 1 d of 31 No EXHIBIT D-1: CONSULTANT FEE DETERMINATION CITY OE TUKWII A - STRopIDFR WWI FVARD EXTENSION Shnnfly Drawing I jct 9/5/2017 DRAWING LIST Mu=h... w .O Q °°' �� a` 2 d C _� Q a d C C O Q y ' w� ?E cy ad m w uo N % o. el r mo. 0 - `n uc •E a Q Totals DSC S 93.03 $ 63541 $ 47.98 $ 40.67 I R 62 04 ] $ Aa 2a $ 40.00 ] S 35.26 SHOOFLY EMBALIK"EtAT P' ACE"EtAT - EA" SHOOFLY EMBANKMENT PLACEMENT - WEST SHOOFLY IrMRANI(M NT PI ACFMFNT -IA/FST Eun fFTAII S SHOOFLY FMQRAM altdRAT PI ACFMFpIT - FACT Full nFTal C SHOOFLY C"AOAb1Y111E IT QI ArC"ACbIT _ CQI 1 CCrTInM UPRR SHOOFLY - TYPICAL SECTIONS UPRR SHOOFLY - TEMPORARY - TRACK PLAN AND PROFILE UPRR edOQR V - FIuAI - TRACK PI Au AND PPQFII F UPRR CdllFI V - rPQCC CFCTIQpIC _ CLIFF,' j UPRR SHOO' Y - r°OSS SEPTInp1S - CdCCT' UPRR SHOOFLY - CROSS SECTIONS - SHEET 3 UPRR SHOOFLY - CROSS SECTIONS - SHEET 4 UPRR Cdff1I V - PCC CFCTIQBIC - SUM" F UPRR Ql.IQQFI V _ (`QQCC CFrTIQuC _ CdFFT A UPRR ei nrii v _ roQce ecrTIl 1 _ CiCCT 7 UPRR SHOOFLY - CQOcc cECT'Oplc - cHEET n 1 2 3 A C. 6 7 8 a JO 11 12 13 'A J5 16 See H=n="_n FEE Fefim=tE 4C. Details SHOOFLY cl IordAGI2P SHOOFLY Cpl" nDA=IWC= SHOOFLY E"BANKMET CATCH "_ETAI' c (' OF 2) SHOOFLY EMBANKMENT CATCH DETAILS (2 OF 2) SHOOFLY MISCELLANEOUS J7 ]A 19 20 21 - - - - 2 2 2 2 2 4 - 4 - - A - - A - - 4 - j2 j0 10 10 - - - - - - - - - - An 18 16 iR 16 SUBTOTAL - ALL SHOOFLY DRAWINGS 10 20 54 84 Page ] 5 of 1] EXHIRIT D9: CONSULTANT FEE DETERMINATION CITY OF TUKWILA - SIRANnER ROUT EVARD EXTENSION Structures Drawing List 9/5/2017 DRAWING LIST Number 0d a) 15 a O. p� .0 CO o_ i d C °' _ _c C m Q) u °' C ' C a m w i� C ° V N « .� N V c°2 u°i o a c r+ G t C. as /3 o 1.2 « N C 0- < T^_*a's DSC $ 93.03 1$ 63.54 I $ 47.98 j S 40.67 1 s 62.04 I $ da.2a1 $ 40.00 $ 35.26 BNSF BRIDGE - BRIDGE GENERAL NOTES AND SHEET LIST 1 2 A _ - 12 - 1R BNSF BRIDGE - GENERAL PLAN 2 - 2 A - 12 - _ 1a BNSF RBIDnF _ FI FVATipd AWL' TV2rAI CFCTIppI a - 2 4 1n _ _ 1a BNSF BPID‘LIE - DETAICIING WALL DFMOLTIQL1 4 - 2 d - - 90 - - 16 BNSF BRIDGE - GROUND IMPROVEMENT - SHEET 1 5 - 2 4 _ _ 22 - - 16 BNSF BRIDGE - GROUND IMPROVEMENT - SHEET 2 6 - 2 A - - 10 - 1R BNSF BRIDGE - GRQULID IMPROvFMP T - SUET 1 7 _ 2 4 - - 10 - 7a BNSF QR1nnc _ P11 F 1 AN/OJT p1 At.' R FQQTILIG QFIIIIPQP `FMFLIT A 2 4 _ _ 90 - - J. BNSF BRIDGE - PILE & FOOTING DETAILS 9 - 2 d - +p - - 16 BNSF BRIDGE - TYPICAL SECTION & BEARING ELEVATIONS 10 - 2 d _ a - - 14 BNSF BRIDGE - ABUTMENT #1 ELEVATION 11 - 2 A _- 8 _ _ 1d opicc RRIDnF - ABuTRAFWT 111 2I ALI 22 - 2 4 - - R _ _ 1A BNSF QRI - ABLITYFCIT f14 FI C\/ATIMI 1. - 2 4 A - 74 BNSF QRIDl E - APUTRAFNT 44? Q' AN 14 - 2 d _ _ A - - 14 BNSF BRIDGE - PIER #2 ELEVATION 15 - 2 d _ a _ _ 14 BNSF BRIDGE - PIER #2 PLAN 16 - 2 A _ _ 8 _ 2d RdSF RRIDGF - STAGFI IpJF WAI 1 SAT ARUTMELITS 27 - 2 4 - - R - JA RtiCF RRiDnF _ AP UTMFtiT R ejFR CFf`T10p1C ,A - 2 4 - - R 2" BNSFaPIDLlE- MISr'F I Ap1CpuQ FpupIDATIMII QFTAII C 19 - 2 d _ - R - - 14 BNSF BRIDGE- FOUNDATION REINFORCERAENT TABLES 20 - 2 d - a - _ 14 BNSF BRIDGE - FOUNDATION ESTIMATED QUANTITIES 21 - 2 4 _ 8 - - 1d I IQQo QO1f1!_F - QRIf(F (F%FRAI 111CTC ACID C1EIFT 1 ICT 02 - 2 4 - - 12 18 UPRR BPIDGE - GENERAL PLAN 23 - 2 d - - J2 - - 18 UPRR BRIDGE - ELEVATION AND TYPICAL SECTION 24 - 2 A _ _ 12 - - JR UPRR BRIDGE - SHEET PILE NOTES 25 - 2 A _ _ 12 _ _ JR UPRR aRIDGF - BRIDGE RFTIALIII:IG WAI 1 PI Ad 2a 2 4 - _ 10 _ - J. UPRR 9RIf1!_C - PPID(_F GFTIAWICV \A/AI 1 CI F\/ATIM1 07 - 2 d - _ 1p _ _ 16 UPRR BPID‘LIE - GDOULID AN/'1410P DETAILS 28 - 2 d _ _ 1L _ - 1A UPRR BRIDGE - WALER & ANCHOR WALL DETAILS 29 - 2 A _ - 10 - _ 1R UPRR BRIDGE - SHORING, TIEBACK, AND ANCHOR WALL LIMITS 30 - 2 A _ _ t0 _ - 1R UPRR BRIDGE - GROI ILID IMeRO\/EMENT - SHEET ] l7 - 2 4 - - 10 _ as UPRR BRIDGE - GIRD IND IMPR0\/EMENT - SHEET 2 32 - 2 4 - - 10 - - 2R UPRR aRIDGF - GROIAJD IMPRO\/EMENT - SLEET'S as - 2 4 - - 10 - - ja Page JR of 31 EXHIBIT D1: CONSULTANT FEE DETERMINATION (ITY nE TuKiNii A - STRANFIFR Rnui FVARfl EXIFNSIObi Structures Drawing Lint 9/5/2017 LIDAIAULICZ I lnir •i -i u 5 a) w TT c -c-7) z -- w T tf 0 cY) c a) 0 g c w..—;f. 20 1fa. 'o 0- h - u) co -- 5 o.1 < TeAmic DSC S 93.03 I S 63.54 1 $ 47.98 1 $ 40.67 1 S 62.04 I $ 46.26 1 $ A0.00 I S 35.26 UPRR BRIDGE - PILE LAYOUT PLAN & FOOTING REINFORCEMENT 34 9 A an J6 UPRR BRIDGE - PILE & FOOTING DETAILS 35 2 A - - 10 J6 UPRR BRIDGE - BEA RIKIG ELEvATIONS 36 - 2 A in J6 UPRR PPIIDGP - TV2rAl CPrTIOM 27 2 4 in 1E UPRR Pr'ir'GP - APUTLIPmT #1 Pi P""'TIQm 30 2 4 30 16 UPRR BRIDGE - ABUTMENT #1 PLAN 39 2 A J. - 16 UPRR BRIDGE - ABUTMENT #3 ELEVATION 40 9 A 1" - JR UPRR BRIDGE - ABUTMENT #3 PLAN 41 2 A - 10 _ la UPRR REtinr-zp _ PIR2 to PI EVATIOW 4-2 2 A 10 ga UPRR 22a-,Gc _ elcm Lin 21 AJ 43 2 4 JO A6 UPRR BRIDGE - STAGELINE WALLS AT ABUTMENTS 44 9 A JO 16 UPRR BRIDGE - ABUTMENT & PIER SECTIONS 45 9 A 10 1R UPRR PIPIDc4P - micrEl I spIPOUS FOUKIDATIOW DTII C AR ' 4 - in •IA U20P penai'L= - PUAMATnill PP!),IPPC.PIVIPLIT TAPI PC 47 - 2 4 in '6 UPRR BRIDGE - FOUNDATION ESTIMATPD QUANTITIES 48 2 A J0 16 UPRR BRIDGE - FRAMING PLAN - SPAN 1 (MAIN 1 & 21 49 9 A 10 JR UPRR BRIDGE - FRAMING PLAN - SPAN 2 (MAIN 3 & 2) 50 9 A 10 la UPPR PPIDGP - PRAMING DETAII S 51 4 JO _ •IC 1.122P P2!1 -1(2P _ PMI ACT PAW el AM C2 2 4 JO 16 UPRR P2iDGP - csu_ss-i- paw Dc-raiLc 53 2 A a9 16 UPRR BRIDGE - BEARING DETAILS 54 9 A J^ - in UPRR BRIDGE - MISCELLANEOUS STEEL DETAILS (1 OF 21 55 2 A 10 JA UPRR BRIDGE - MISCELLANEOUS STEEL DETAILS (2 OF 2) 56 9 A 10 A6 UPRP BPIDGE - 1-1AWDPaii PALE! DETsil S (1 OF 2) 57 2 A JO •IC 1.1222 122117GP _ LIAWILIPAII PALIPI I-IPTAII C (2 t'IP' 2) CR 2 4 - JO 16 UPRR PRIDGc - P2I^Gc Dcr'k' \MATc°12R(0161G (1 QF n1 59 2 4 a9 16 UPRR BRIDGE - BRIDGE DECK WATERPROOFING (2 OF 21 60 9 A 10 JA UPRR BRIDGE - BRIDGE UTILITY PLAN 61 2 A - 10 JA UPPP P2i1c4P - BPInGE LiTii [Typo -to S 62 2 A JO a C U12°2 PPliaL= - 11015C1 i Atjpojc Dp-reli C (.1 f'IF 2) g3 2 4 in 16 UPRR BRIDGE - MISCELLANEOUS DETAILS (2 OF n) 64 2 4 7^ 16 4*4--,- SHORING411t , }w,-,,,,-,-*. -, ------' ' -- - - ' - , 1.1222 P1211 -1(2.P - CI -IRT eii P LILITPC 65 Lmoo ragaarIF . TP11421PAPV Surapitjez DI All! _ CTAI:...P g PP UPPP RPIDC4P - TPLIPIDPARV SHQPIII/G PI PVATION - STAC1P j 67 S',..'riatht Fee Estimate fur Details UPRRP2 - L=20.141^ Atri-UP CPTAI, S PA pagp 17 nf EXHIBIT DI: CONSULTANT FEE DETERMINATION nITY OF TUKWILA - STRANGER BOULEVARD EXTENSION Structures Drawing List 9/5/2017 DRAWING LIST Number u a •C R N orn 'U m c� a2 1 a c 'O1 C • O c IL i0 a. N ,co a N u 3u, c . N V c N .- n .� cy a rn 19 (j .° .a m rai c yy °1 (_+ a L m t7 n` - '-` G of a-0 Totals DSC $ 93.03 (_ $ 63.54 I S 47.98 I x 40.67 I_ $ A2.0,1 1 $ An.26 (S 40.00 $ 35.26 UPRR BRIDGE - WALER & ANCHOR WALL DETAILS 69 UPPP RRIQf_F _ cHripinin.TIPPArk Ay jr1 A5V'UOR WAI 1 I ImITC 7 Q �t 11 OliiI5 _ . �k . VEHICULAR BRIDGE - BRIDGE GENERAL NOTES AND SHEET LIST 71 - 2 A 12 JA VEHICULAR RRIDGF - GFI JIPAI P1 AIII A. PI EVATIOW 72 - 2 4 _ _ 12 _ aA 1/FIACI.II AD PDIQGF _ CI-IFFT DII F N(ITFC 7'1 - 2 4 - - ]n - - ac VEHICULAR BRIDGE - BRIDGE RETIANICIG WAL' PLAN 74 2 4 _ _ 10 _ - 16 VEHICULAR BRIDGE - BRIDGE RETIANING WALL ELEVATION 75 - 2 A _ 10 - - 16 VEHICULAR BRIDGE - GROUND ANCHOR DETAILS 76 - 2 A _ _ 10 VEHICULAR RRIDGF - 1A/A1 PP R ANCUOR WAI I DPTAII C 77 - 2 4 - _ 10 ge VEHICULAR DRIQ(_F - CIalOPIpJn TIFPA( V AWL) AplrliInP 1A/AI I I ImITC 7A _ 2 4 - - 30 - - 16 VEHICULAR BRIDGE - GROUND IMPROVEMENT - SHEET 1 79 - 2 4 _ 10 - 16 VEHICULAR BRIDGE - GROUND IMPROVEMENT - SHEET 2 80 - 2 A _ 10 - - JA VEHICULAR PPIDGF - GROUND IMPROVEMENT - SHEET 3 Al - 2 A _ _ 10 - - ae VEHICULAR RDInr_F _ Pp F I AV(IUT 01 ALI R FQQTILIG PFILIFQP FUFLIT AO _ 2 4 1Q '6 VEHICULAR BRIDGE - PI' 5 & FOOTICIG DETAI' S 83 - 2 4 _ 10 - - 16 VEHICULAR BRIDGE - BEARING ELEVATIONS 84 - 2 A _ 30 - _ 16 VEHICULAR BRIDGE - ABUTMENT #1 ELEVATION 85 - 2 A - - 10 - - J6 VEHIrUI AP RRIQGF _ ARUTmPNT lit PI Apl A6 - 2 4 - - 10 _ _ ae VEHICIII AD PPIQ(_F _ APLITLIFAIT N1 FI F\/ATIOW A7 - 2 4 - - 10 - - le VEHICULAR BRIDGE - ABUTUENT #3 PLACI 88 - 2 4 - _ 10 _ 16 VEHICULAR BRIDGE - STAGELINE WALLS AT ABUTMENTS 89 - 2 4 . _ - 1A VEHICULAR BRIDGE - ABUTMENT & PIER SECTIONS 90 - 2 A - 10 - - 1A VEHICULAR RRIDGF - MISCEI I ANEOUS FOUNDATION DETAILS 91 - 2 A _ 10 - _ +a VEHICULAR PPII1GF _ P(II IIIIDATIQIII PPIIIIFQP( EMEpIT TARI FC 92 - 2 4 _ _ 1n gc VEHICU' AR DR'I2GE - FOLIIIIDATIONJ FCTIMATFQ (1LIAWTITIFC 01 _ 2 4 _ _ 10 _ - 16 VEHICULAR BRIDGE - FRAMING PLAN 94 VEHICULAR BRIDGE - TYPICAL SECTION 95 VEHICULAR BRIDGE - GIRDER DETAILS (1 OF 3) 96 VEHICULAR RRIDGF - GIRDER DFTAII c (2 OF 3) 97 VEHICULAR DRID!E - n10DF0 QFTAII C (3 r,F 1) 98 VEHICULAR BRIDGE - END DIAPHRAGM 99 VEHICULAR BRIDGE - INTERMEDIATE DIAPHRAGM 100 VEHICULAR RRIDGE - DECK REINFORCEMENT 101 VEHICULAR BRIDGE - DECK REINFORCEMENT SECTION 102 VEHICULAR BRIDGE - TRAFFIC BARRIER DETAILS (1 OF 3) 103 S--'Bngtht Fee Estimate for Details Page 18 of 31 EXHIRII Ill; CENISULIANII EEE IlEIERMQINIAIIfNI CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION Stair_+��rpc frawing 1 iSt 9/5/2017 Page 19 of 31 U d d d 0 ` ^ O1 c d c - '3 Q U ^ 710 U. 10 IY Al y i C .c c W N .`+ N .� R L N U L a uO d C DRAWING LIST Number_ a` i a` m la %� 0 co 3 0 0 n v Totals DSC A 93.03 I 't 63.54 1 $ 47.98 1 $ "AS' $ 62.04 I S 46.26] $ 40.00 I A 35.26 VEHICULAR RRlf1R3F _ TRAFFIC RA RRIFR f1FTAJI C (2 QF 3) ]QA. VEHICULAR QDIDGE - TDALCIr PIARBIFR LIFT/111 C (3 (1F'3) ].5 VEHICULAR BRIDGE - EXPANSION JOINT DETAILS 106 VEHICULAR BRIDGE - APPROACH SLAB DETAILS (1 OF 2) 107 VEHICULAR RRIDGE - APPROACH SLAB DETAII S (2 OF 2) 108 VEHICULAR RRIIIRF - CI IRFRCTRI IrTI IRF RFIL FORCF1UFplT-TARI FC ]09 ]2 STRUCTURAL RETAINING WALL - GENERAL NOTES AND LIST OF SHEETS 110 - 2 A _ _ 12 _ _ EXISTMIG RETAINILJG WM L REMO\/AI ] ] ] 2 4 - - 12 - - 18 SHEET PILE pInTFC 1 g 2 A - - ±: - - 16 RETAINING WALL #1 - PLAN (1 OF 2)113 - 9 A - - ,2 _ _ ]A RETAINING WALL #1 - PLAN (2 OF 2) 114 - 2 A - - 12 - ]a RETAINING WALL #1 - ELEVATION (1 OF 2) 115 - 2 A - - 10 RETAINIpl3 WAI I ff] - EI E\ATION (2 OF 9) 1j6 - 2 4 - - ]0 - - 1c RETAINING MAI I 't] - CGrTIOCii ] ]7 - 2 A - - 10 - - 16 RETAINING WALLS #2 2 #3- PLAN (1 =F 2) 118 - 2 A _ _ ±2 - - 18 RETAINING WALLS #2 & #3- PLAN (2 OF 2) 119 - 2 A - - 12 - - 16 RETAINING WALLS #2 & #3 - ELEVATION (1 OF 2) 120 - 2 A - 10 - 16 RETAINING wAl 1 S $9 R f 3 - FI E\/ATION (9 OF 9) 12] - 2 A _ - in _ _ 1c RETAINING %A/1 I IS $2 2. fn - CFrTIndC ]" - 2 4 - _ in _ - 16 RETAINING WALL #4 - PLAN 123 2 A _ ,n _ - 1A RETAINING WALL #4 - ELEVATION 124 2 A - - 10 - - 1A RETAINING WALL #4 - SECTIONS 125 - 2 A 10 ja RETAI51I5IG WM L ft5 - PLApl 126 2 4 - - 1n - 26 RETAIFIIIIE: IA/AI I $S _ FI F\/ATIOKI ]97 2 4 - - 10 - - 16 RETAINING WALL #5 - SECTIONS 2 DETAILS (1 OF 2) 128 - 2 A _ _ ,L _ - 16 RETAINING WALL #5 - SECTIONS & DETAILS (2 OF 2) 129 - 2 A - - 10 - - 16 RETAINING WALL #6 - PLAN 130 - 2 A - _ 10 RETAINING WAI I /IA _ FI E\/ATION 13] _ 2 4 - - ]n _ - 1c RETAI JIn1/:1NA1 I Lia _ CGrTInpIC 112 - 2 4 - - in - - 16 RETAINING WALL #7 -PLAN 133 - 2 A _ _ 12 - _ 18 RETAINING WALL #7 - ELEVATION 134 - 2 A _ - 12 _ - 16 RETAINING WALL #7 - SECTIONS 135 - 2 A - 10 _ - 1A RETAINING WALL #A - PLAN 136 - 2 A _ _ - - 16 RETAINING WALL #8 - ELEVATION 137 9 A - - 1p - - 16 RETAINING WALL #8 - SECTIONS & DETAILS (1 OF 2) 138 - 2 A _ _ 1n _ - 16 Page 19 of 31 EXI:IIRII D9; CnNS111 IANI EFF DFIFRml�1,4I1n(11 CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION Structures Drawing 1 jct 9/5/2017 DRAWING LIST Number -66 m W O. Ol 5c / m d C c w til o o. t`0 d a 4) 2m u w d C 'CA W = ,1 c O ` N ... m cw ,, ^ rai W C pr G1 ^ 0 N u IF. 0 n A 5 of --o Totals DSC A 93.03 ] A 63.54_1 $ 47.98 I $ 40.67 I $ a2A4 1 $ 46.26 I $ 40.00 I $ 35.26 RETAIpllnlc WAI 1 $R _ CC rTInp1C R LIFTAII C (2 nF 2) 119 - 2 4 - - 10 - - JA RETAINING WALL #9 -PLAN 140 - 2 4 - - in - _ JA RETAININGWALL#9-ELEVATION 141 - 2 A _ 10 _ - 16 RETAINING WALL #9 - SECTIONS 142 - 2 A - - +n _ _ 16 RETAIdIWrz WAI I $1n _ DI Apl 143 - 2 4 - - 10 - - 1s RETAIWIpIG WAI 1 41n -FI FVATInpI 1" _ 2 4 - - 10 - _ 15 RETAINING WALL #10 - SECTIONS 145 - 2 4 - in - _ 1e RETAINING WALL #11 - PLAN 146 - 2 A _ _ 1n - _ 16 RETAINING WALL #11 - ELEVATION (1 OF 2) 147 - 2 4 - _ 12 _ _ 18 RETAINING WAI I 211 _ FI F\/ATIQpI (2 QF 2) 148 _ 2 4 - _ 10 - - 12 RETAISIING Wall 1111 _ CFCT1nple 148 - 2 4 - - in 1R RETAINING WALL #12 - ELEVATION (1 OF 2) 150 - 2 4 _ _ 12 - J8 RETAINING WALL #12 - ELEVATION (2 OF 2) 151 - 2 4 _ 1 n _ _ 16 RETAINING WALL #12 - SECTIONS 152 - 2 4 - - 10 - - Js RETAINING WAI I _ can0dn AplydQa nFTIAI c (1 QF 2) 151 - 2 4 _ - 10 - JR RETA%IIAIn wail _ (Pnupin ApJr1nP nFTIAI C (2 nF 2) 154 2 4 10 JA RETAINIAIG `AIALL - ANCWAI 1 DFTIAI C (1 nc Al 155 2 4 1p u RETAINING WALL - ANCHOR WALL DETIALS (2 OF 4) 156 - 2 4 _ - 1n _ _ 16 RETAINING WALL - ANCHOR WALL DETIALS (3 OF 4) 157 2 4 _ _ 1n _ _ 16 PFTAIdl G WAI I _ AdCHOR WALL DETIALS (A OF 4) 158 - 2 4 _ - 10 - 1s OCTAIpJIAI(_ WAI 1 C. C(11 DIFO DII F WAI 1 n FTAII C (1 QF 2) 159 _ 2 4 - - 12 _ 12 RETAINIAIG WALLS - SOLDFP 011 c WA' L ncTAII S (2 nF 2) 120 - 2 4 - - 12 _ 1R RETAINING WALLS #13 TO #16 - PLAN 161 - 2 4 - 1n - _ 16 RETAINING WALLS #13  - ELEVATION 162 - 2 4 _ _ 1n - - 16 OFTAIp11p1G WAI 1S 214  - ELEVATION 163 - 2 4 _ - 10 - - 1s RETAIplipl(_ WAI 1 C _ !_Fn CVpITFTIC WAI 1 nFTAII C (1 QF 2) 124 _ 2 4 - - 10 - - 12 RETAINING WALLS - GEOSYNTETIC WALL ^ETAII S (2 Qc 2) 124 - 2 4 - - in _ 15 MOMENT SLAB DETAILS (1 OF 2) 166 - 2 4 - _ 1n _ - 16 MOMENT SLAB DETAILS (2 OF 2) 167 - 2 4 - - 1n _ - 16 RETAIdIdG WAI 1 217 - p1 Apl 168 _ 2 4 _ 10 _ - 12 RETAIplldG WAI 1 217 _ FI F\/ATIQIII 129 - 2 4 - - 12 - - 12 RETAINING WALL 217 - CCCTlnplc R 1-11"/1111 c (1 in 2) 170 - 2 4 - - 12 _ 112 RETAINING WALL #17 - SECTIONS & DETAILS (2 OF 2) 171 - 2 4 _ _ in - _ 1� PEDESTRAIN RAILING (1 OF 2) 172 - 2 4 _ - JO _ _ 16 PEDESTRAIN RAILING (2 OF 2) 173 - 2 4 - _ 1n - _ 1' SAFETY FENCE DETAILS (1 OF 2) 174 - 2 4 _ _ 1n - _ 12 SAFETY FFdCE DETAILS (2 OF 2) 175 - 2 4 - _ pn - - 16 Page 20 of 31 N EXHIBIT D1: CONSULTANT FEE DETERMINATION CIIY nE IIIKINII A _ RIRANnER RnULEVARD EXTENSION Strurturac nrawing List 9/5/2017 Page 21 of 31 UGI 0 C 0 C Q n C C $ 0 RS 4r la 'C m N Q u r i a m d 1.1 YJ y u OI L V C a d - DRAWING LIST Number a 2 a y I j 71 " re p 0 fl 0 a Q Totals DSC $ 93.03 1 $ 63.54 1 S 47.98 1 $ 40.FT 1 $ 82.04 1 S 46.26 1 $ 40.00 1 S 35.26 - E�-3,_ -M _.. CriiigEt SEAL- FnLlpinATIOthl 21 AW (] OF a) ]7a - 2 4 - - 0' - - ]R SEAL - FOLIpJnATIOpl PI AW (2 OF 5) 177 - 2 4 - - 12 - _ ]R SEAL - FOUNDATION PLAN (3 OF 61 178 - 2 A 10 4A SEAL - FOUNDATION PLAN (4 OF 6) 179 - 7 4 - _ ]0 _ - 1F SEAL - FOUNDATION PLAN (5 OF 5) ]AO - 2 4 - - ]0 - - 16 a) SEAL - FOLIbmaTIOd e1 Ad (a OF _ 1 1 8- 2 4 ,: - - 16 SEAL- SFCTIO" (1 OF "1 182 - 2 A - _ 12 - _ ]R SEAL- SECTIONS (2 OF 41 183 2 4 _ _ 12 - - g SEAL - SECTIONS (3 OF 4) ]AA - 2 4 _ _ 1n - - 16 SEAL- SECTIONS (4 OF 4) ]RS - 2 4 - 10 - - 16 SEAL- cTArI"In (1 OF 21 186 - 2 4 - - 10 - - ]6 SEAL - STAGING (2 OF 21 187 - 2 4 - 10 - _ +a SEAL - STRUCTURE/FOUNDATION INTERFACE (1 OF 2) 188 - 2 " - _ 1n _ +G SEAL - STRUCTURE/FOUNDATION INTERFACE (2 OF 2) ] 49 - 2 4 - _ 10 _ - 16 SEAL - GROUND IMPROVEMENT (] OF 2) ] 20 - 2 4 - 1n - - 16 SEAL - nanudn MAPPOWFMFpIT (2 OF 2) J91 - 2 4 _ 10 SEAL - oFl"1FnarcU CCAL _FTAILS (1 OF 3) 192 - 2 4 _ _ 10 - _ ]R SEAL- REINFORCED SEAL DETAILS (1 OF 31 193 - 2 " - - 10 - - ]g SEAL - REINFORCED SEAL DETAILS (1 OF 31 194 - 2 " _ 10 - - 0° SEAL- EDGE BEAM (1 OF 5) ]95 2 4 - - 1n - - 16 SEAL- PI(R PFAU (2 OF 5) ]9E - 2 4 _ - 10 _ _ 16 SEAL-GnG 0FApt (2 OF 5) 197 - 2 4 10 SEAL- EnGE BEAM (" OF 51 198 - 2 A - 10 SEAL - EDGE BEAM (5 OF 51 199 - 2 " - - 10 _ 24 SEAL - APPROACH SLAB (WEST) 200 - 2 4 - - 10 - - 16 SEAL - A2PPOArd Si Aa (FACT) 201 - 2 4 - _ 10 16 SEAL- A2PQ(5Arw c1 Aa (1 OOP) 202 - 2 4 _ 10 - _ ]R SEAL - APPROACH SLAB (NORTHI 203 - 2 " 10 4A SEAL- APPROACH SLAB(SOUTHI 204 - 2 " - _ 10 - 24 SEAL - APPROACH SLAB DETAILS 20c - 2 4 _ _ 10 - - 16 SEAL - FAQr1A wAI I QFrTIOpIC Apip DRTAII C (] OF 2) 20a - 2 4 _ - 10 - - 16 SEAL - FA crIA \AIAI L cr-T1Q(11c ALIU _FTAILS (2 OF 31 207 - 2 410 - - - ]6 SEAL - oAcrlA WA" crTI^Nc AN IL'FTAI' c (_' OF _') 208 - 2 a - _ ]^_ - - 16 ti, �Q. .. �_ -11 .,_...�_ -''''-'74-.,...c a .., mvY _-._.-er'„y'� ,I,w "�`,v �..,F ..� ✓ ti �o1- �..✓;Y+ G- ..-_._a� �..., -k * = ].... � _. Page 21 of 31 FXHIRIT ❑l; CONSULTANT EFF ❑FTFRMINAIIflN CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION Strurtur s nrawing List 915/20j7 DRAWING LIST Number v d v e, ar c c a` m v O c� c y c u1 .. •1O am t ma. a` 2 _ 5 U v m o O C9 PI ^AT.QB Q u c el e Totals DSC $ 93.03 I $ 63.5d I $ I $ 40.67 I S 62.04.I $ 46.26 I S 40.00 1 $ 35.25 TRAIL PRIp(_F - RRID(=F (_FpIFRAI pIQTFC atm CdFFT I ICT 208 - 2 4 - - P - - 18 TRAILQBIprF_ r-EwEDAI 121 A"11_ EI EVATIMII 210 - 2 a - J2 JR TRAIL BRIDGE - SUPERSTRUCTURE TYPICAL SECTION 8 NOTES 211 - 2 A _ - 10 - - ]R TRAIL BRIDGE - FOUNDATION PLAN 212 - 2 A _ _ 10 - - ]R TRAIL RRIpGF - ARI 'TURF FI FVATIOLI 2j - 2 4 - - 20 - - 1. TRAIL PDlp(F - APLITMFpIT PI AIII 214 - 2 a - - 10 - - 16 TRAIL BRIO'2E - ABUTME"'T CIJDTAI"I 'AIA LI S 215 - 2 a _ - 1p - - 16 TRAIL BRIDGE - MISCELLANEOUS FOUNDATION DETAILS (1 OF 2) 216 - 2 A _ - 10 - - ]e TRAIL BRIDGE - MISCELLANEOUS FOUNDATION DETAILS (2 OF 2) 217 - 2 A - 10 - - 1n TRAIL BRIDGE - FOUWDATIOLI RFINFORCEMELIT TAO FS 2]R 2 4 - _ 10 _ _ OF TRAIL QDIDnF - ,L,1.11111DATIaltilEcrimATED all IAIIITITIES 219 - 2 4 - _ 10 _ _ 16 TRAIL BRIDGE - BEARINGS 220 - 2 a - - 1L, - - 16 -,_.. _. I ImiTC OF CTRLIrTI IRAI FY(`AVATIQpJ r1 ACC A _ RpICF FQLpJDATION CI AQ 22j _ 2 4 _ _ IQ _ - 16 1 IMITC OF CTPLI(`TUDAI FYrA\/ATIQCI (`I ACC A _ I.I2D2 FOLNOATIQ"I CI AQ 222 _ 2 4 _ _ 10 _ - 16 LIMITS OF STRUCTURAL FvrA\/ATION C' ASS A - \/EHICULAR FOU"'DATION SLAI 223 - 2 a _ - 1p _ - 15 LIMITS OF STRUCTURAL EXCAVATION CLASS A - PED FOUNDATION FOOTINGS 224 - 2 A - - 10 - - 15 LIMITS OF STRUCTURAL EXCAVATION CLASS A - ANCHOR WALLS 225 - 2 A _ - 10 - 1G 1 MTS OF STPI ICTURAI FXCAVATIO(J CI ASS A - SEM (] OF 1) 22R - 2 4 - - 10 - - 1F LIMITS OF CTR' IrTI IRAI FYrA\/ATIQN (I ACC A _ CFA! (2 OF 1) 227 _ 2 4 - _ 10 - - 16 LIMITS OF STDUrTUDAL EvrA\/ATIOAI r1 ASS A - SEAI (1 OF 11 228 2 4 - _ 1n 16 LUMINAIRE BRACKET DETAILS (1 OF 21 229 - 2 a - - 10 - - ]5 LUMINAIRE BRACKET DETAILS (2 OF 21 230 - 2 A - 10 - - ]R SIGNAL BRIDGE e1 AN AND E1 EVATION 231 SIGNAL PDIp(E OFTAII C (j OF 1) 232 SIGNAL BRID'2E DETAILS (2 Or 1) 233 See Brig\'+* Fee Fs*i=a*e *or De*ails SIGNAL BRIDGE DETAILS (3 OF 31 234 SIGNAL BRIDGE FOUNDATION (1 OF 2) 235 SIGNAL RRIpGF FOI IpIpATIOpI (2 OF 2) 2.1R SUBTOTAL - ALL QTRUCTURAL DRAWINGS 416 832 2112 3,360 Page 22 of 31 N N EXHIBIT D-1: CONSULTANT FEE DETERMINATION CITY CW TIJKWII A - STRAiyDER RflUI EVARD EXTENSION Pump Station Drawing 1 jct 9/5/2017 TASK DESCRIPTION Task dumi2er 0 4/ .0 a CO y CL .7. m n. 2 a1 m C O1 C W v 0 a _ = 0 m C 2.� m w a c 1OI IS > U c c ` id i0 y.0 c0 v m p ¢ N c .N `3 rCD a m L m C9 `0 0 L2 - C_ cE a¢ To•als DSC S 93.03 1 $ 63.54 1 $ 47.98 1 S 40.67 1 S 62.04 I $ aa.2a 1 - $ 40.00 ( $ 35.26 DRAWING 1 ICT Number Totals Pk7N1 '' S 072 PUMP STATIONS - OVERAI I PLAN 1 12 A 16 16 Aa EXISTING PIAN STATIQN - DESIGN nom 9 " 40 a c2 EXISING 2U 2 STATIr1 _ Fpll Aor_FD 21 AN 3 4 a 16 28 EXISING PUMP STATION - DELIOLUTON DETAILS - SHEET 1 4 a a 16 29 EXISING PUMP STATION - DEMOLITON DETAILS - SHEET 2 5 a o 16 29 EXISING PUMP STATION - nEN+01 ITON DETAII S - SHEET 6 " 8 16 so EXISTING eiJMP STATI(1N _ WFT 1/161 1 4 WWI T - 21-11111 7 " 40 1a 62 EXISTING QLImQ STATIl1N _ WCT 1h/C1 1 A�IQ %/AMI T SCCT101112 _ SLICCT 1 - - - 8 4 24 ,6 44 EXISTING PUMP STATION - WET WELL AND VAULT SECTIONS - SHEET 2 9 a 2A 16 Aa EXISTING PUMP STATION - WET WELL AND VAULT SECTIONS - SHEET 3 10 A 2" 16 AA EXISTING PUMP RTATID11I - WFT WEI I AND VAjJI T DFTAJI R _ RHFFT 1 ] ] A 16 16 la EXISTING PUm2 STATI(+N _ WFT WF1 1 AND VALJI T n6TQi1 S _ SLJFFT 2 - - ' 9 4 16 1a 36 EXISTING eLl"-"e STATI/l111 _ ST2lJCTLJIAI N/ITFS 12 8 8 19 32 EXISTING QUMQ ST4TIl1111 _ 6T01.I/'TLI0 Al nCT211 S _ 2I-1CCT , 14 8 16 2.1 48 EXISTING PUMP STATION - STRUCTURAL DETAILS - SHEET 2 15 a 19 24 Aa GROUND WATER PUMP STATION - DESIGN DATA 16 A "0 16 an GROUND WATER PUMP RTATIDN - RITE PLAN 7 " 8 2A '6 GROUND WATER SWAP STATIQN _ P121Ne2. 21 A111 Akin 220511 ES 1R 4 AQ 19 60 GROUND 1A/ATCO QUAAQ STATIDN _ nImlll 1TIQ111 fCTAII 6 _ SIACCT 1 19 4 a ,6 29 GROUND WATE° PULIQ STATION - DEMOLITION DETAILS - SHEET 2 20 a a 16 29 GROUND WATER PUMP STATION - WET WELL AND VAULT - PLAN 21 A "0 24 co GROUND WATER PUMP STATION - WETWEI I AND VAUI T SECTIDNR _ RI -PET 1 29 " 24 19 44 GROUND WATF1 eUme STATIM _ WFTWFI 1 AND VAIJI T SECT]QNS - S1.1FFT 2 - - - - 2'1 4 2d 1C. - 44 GROUND WAT52 21.I11Q STATIIIN _ CIlA1 QCTQ11 S - SIJCCT 1 — — — 24 4 24 1C Ad GROUND WATER PUMP STATION - CIVIL DETAILS - SHEET 2 25 a a 16 2a GROUND WATER PUMP STATION - CIVIL DETAILS - SHEET 3 26 A 2 16 ea OUTFALL 2UMP RTATID I - DESIGN DATA 27 0 40 19 64 OUTFALL QLIt 2 STATIQ111 _ SITE 2 - 98 4 16 1C. 36 OUTFALL 21.IM STATIN _ QIQIN(] 21 All Akin Qon'' CS - 29 4 1R 2A Ad OUTFALL PUMP STATION - WETWELL AND VAULT PLAN 30 A "p 24 as OUTFALL PUMP STATION - WETWELL AND VAULT SECTIONS - SHEET 1 31 A 2" 24 49 OUTFAI I PUMP STATION - WETWEI 1 AND VAUI T SFCTIONS - SHFFT 2 12 A _ 16 44 OUTFALL PUMP STATION - WETWELL AND VAULT SECTIONS - SHEET 3 33 A 2A 16 Aa OUTFALL 2UM2 STATIQN - nlvll DETAII S _ SHEET 1 34 A 8 16 2A Pages 71 of 31 EXHIBIT D-1: CONSULTANT FEE DETERMINATION CITY OF TUKWI' A - ATRANDER RnUI FvARD FXTENSION Pump Station Drawing List 9/5L7n j 7 TASK DESCRIPTION Task Number m o a R d d p, c� a` g d c °� c W V p"rn a. - - d u m w a c 1C t2 !� .��.. t0 ca v h G V -:•_ G yd 0 0 ;Q t �= = 8 i1 V C -- •-• 4. Q TWA. DSC $ 93.03 j $ 63.541 $ 47.98 I $ 40.67 I $ 62.04 I $ 46.26 I $ d0.00 J $ 35.26 OUTFALL PUMP STATION - CIVIL DETAILS - SHEET 2 OUTFALL PI,JMP CTATIQd - rim' DFTAII C - CHFFT 1 OUTFAI 1 Qu\IQ CTATIr _ /`I\/11 fGTAII C _ CIJGGT d OUTFALL PUMP STATION - STRUCTURAL NOTES OUTFALL PUMP STATION - STRUCTURAL PLANS OUTFALL PI IMP CTATIQd - STRU(TI IRAI FI FVATIQINIS OUTFALL 21 IUP CTATIQd _ CTPI IrTI IPAI CF rTIQdC OUTFALL PUMP ST^TI=N - ST°UCTU°^' =FT^I' S - S' -'T i OUTFALL PUMP STATION - STRUCTURAL DETAILS - SHEET 2 OUTFAI 1 PUMP STATION - STRUCTURAL DETAILS - SHEET 3 35d 36 17A 38 39a 40 Al 42 43 44 d 4 d ^ 4 4 4 16 an An 40 16 J6 16 A A 8 iA 16 J6 JE en 40 40 2A 24 24 28 7A 24 9A 84 Ad Ad AA 44 Ad SUBTOTAL DRAWINGS 12 192 224 680 848 1956 Page 24 of 31 N CO ExHIBIT D -i: CONISU1 TAN' FFF DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION General -Civil Drawing List 9/5/2017 DESCRIPTION Tne:4 Number d 0 d F. c Ra`, w Ci R d C C a` 2 •TASK — O C ` En ul n m c c 0,a. c 2N w N V 07 . ., C N •N E 6 coy co o. o O N v L a t7 ,% V C d 'E a ¢ Totals DSC $ 93.03 I $ 63.5A 1 $ d7.21:I Ls d0.a7 I $ X2.04 I S 46.26 1 $ 40.00 I x 35.26 DRAWING LIST Number Totals OVER Q.' ] 2 2 A J2 VICINITY MAP 2 2 2 A 12 SUMMARY OF QUANTITIES - SHEET 1 3 2 2 A A 12 SUMMARY QF nl IAbITITIFS - SHF FT 9 4 2 9 n 4 ]2 INDEX CLAFCT _ CUFFT 2 5 2 4 4 ]O INDEX SHEET - SuEFT 2 6 2 4 A JO KEY PLAN LAYOUT 7 2 4 A 14 SURVEY CONTROI - SHEET 1 8 A A 8 20 LEGEND Adp ARRRFVIATIQdC - CHFFT 1 9 2 A 8 jA LEGEND ^bl0 A000cvlATlnLIC _ CUCFT J 1Q 2 4 5 ,A GENERAL NOTES AND UTILITY NOTES - S - ET 1 11 4 4 A 12 GENERAL NOTES AND UTILITY NOTES - SHEET 2 12 4 A A 12 GENERAL NOTES AND UTILITY NOTES - SHEET 3 13 4 A A J2 GENERAL pInTEC AND I ITII ITV dnTES - SF -EFT 4 14 A A 4 ]2 ALIGNMENT LcEV MAP - CUFFT 1 15 A A 8 ]A ALIGNMENT 1 Avnl IT - CUFFT 0 1A 4 4 A J. ALIGNMENT LAYOUT - SHEET 2 17 4 4 A 16 ALIGNMENT LAYOUT - SHEET 3 18 4 A A 16 ALIGNMENT I AYOUT -SHFET 4 19 A A 8 .IA ALIGNMENT IAVnUT-CHFFT5 20 A A 8 15 ALIGNMENT 1 AVnI IT - CI4FFT A 71 A 4 5 J. ALIGNMENTIAYOUT - S- ET 7 20 4 4 A 16 ALIGNMENT LAYOUT - SHEET 8 23 4 4 A 16 ALIGNMENT 1 AYOUT - SHEET 9 24 4 A 12 JR ALIGNMENT I AYnI IT - SHFET ]0 25 4 A 8 ]A RIGHT (IP WAV AJrl FACE MFJT leFV mA2 25 9 4 8 ]4 RIGHT OC WAV A I0 EACC\AChiT 21 ANC _ CLIECT i 27 2 2 4 RIGHT OF WAY AND EASEMENT PLANS - SHEET 2 28 2 2 A 8 RIGHT OF WAY AND EASEMENT PLANS - SHEET 3 29 9 2 A A RIGHT Or WAV Adp FASFMFNT PUNS - SI-IFET 4 30 9 2 4 A_ RIGHT (IC \A/AV Ad_ FACE MFMT 21 AbgC _ CUFFT 5 91 2 2 4 A RIGHT 0' ''AV ^8ID S^SEmE IT PI ANS - SuEET 5 32 RIGHT OF WAY AND EASEMENT PLANS - SVEET 7 33 RIGHT OF WAY AND EASEMENT PLANS - SHEET 8 34 RIGHT OF WAY AND EASEMENT PLANS - SHEET 9 35 Page 25 of 31 EXHIBIT 0-1: CONSULTANT FEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION General -Civil Drawing List 9/5/2017 TASK DESCRIPTION Task Number iii'a a a E = _d °7 zo as '47, ; A la c>= a E. t b-45 Ta u ,C lu `m c c LW 6 c ° _ ` la A Ga"+ o u c w m u ca L �a a 0 0 (0 U i..� G_ aE li q Totals DSC $ 93.03 C $ 6154 1 $ 47,96 1 $ 40.67 1 $ 62,04 1 $ 46.26 j $ 40.00 I $ 35.26 RIGHT OF WAY AND EASEMENT PLANS - SHEET 10 36 RIGHT OF WAY AND EASEMENT PLANS - SHEET 11 37 RIGHT OF WAY AND EASEMENT PUNS - SHEET 12 36 CONSTRUCTION STAGING PROJECT - SHEET 1 39 4 4 12 12 32 CONSTRUCTION STAGING PROJECT - SHEET 2 40 4 4 12 12 32 CONSTRUCTION STAGING PROJECT - SHEET 3 41 1 4 4 12 12 32 CONSTRUCTION STAGING PROJECT - SHEET 4 42 4 4 12 12 32 CONSTRUCTION STAGING PROJECT - SHEET 5 43 4 4 12 12 32 CONSTRUCTION STAGING UTILITIES - SHEET 1 44 4 4 12 12 32 CONSTRUCTION STAGING UTILITIES - SHEET 2 45 4 4 12 12 32 CONSTRUCTION STAGING UTILITIES - SHEET 3 46 4 4 12 12 32 CONSTRUCTION STAGING UTILITIES - SHEET 4 47 4 4 12 12 32 CONSTRUCTION STAGING UTILITIES - SHEET 5 48 4 4 12 12 32 TRAFFIC CONTROL AND PHASING PLAN - SHEET 1 49 4 4 12 12 32 TRAFFIC CONTROL AND PHASING PLAN - SHEET 2 50 4 4 12 12 32 TRAFFIC CONTROL AND PHASING PLAN - SHEET 3 51 4 4 12 12 32 TRAFFIC CONTROL AND PHASING PLAN - SHEET 4 52 4 4 12 12 32 TRAIL (DETOUR - SHEET 1 53 8 12 12 32 TRAIL DETOUR - SHEET 2 54 8 12 12 32 TRAIL DETOUR - SHEET 3 55 8 12 12 32 TRAIL DETOUR - SHEET 4 56 8 12 12 32 SITE PREP AND DEMOLITION - SHEET 1 57 4 12 12 28 SITE PREP AND DEMOLITION - SHEET 2 58 4 12 12 28 SITE PREP AND DEMOLITION - SHEET 3 59 4 12 12 28 SITE PREP AND DEMOLITION - SHEET 4 60 4 12 12 28 SITE PREP AND DEMOLITION - SHEET 5 61 4 12 12 28 SITE PREP AND DEMOLITION - SHEET 6 62 4 12 12 28 SITE PREP AND DEMOLITION - SKEET 7 63 4 12 12 26 SITE PREP AND DEMOLITION - SHEET 8 64 4 12 12 28 SITE PREP AND DEMOLITION - SHEET 9 65 4 12 12 2g ,SITE PREP AND DEMOLITION - SHEET 10 66 4 12 12 21 EROSION AND SEDIMENT CONTROL NOTES 67 4 12 12 28 EROSION AND SEDIMENT CONTROL PLAN - SHEET 1 68 4 12 12 28 EROSION AND SEDIl*NT CONTROL PLAN - SHEET 2 69 4 12 12 28 EROSION AND SEDIMENT CONTROL PLAN - SHEET 3 70 4 12 12 28 EROSION AND SEDIMENT CONTROL PLAN - SHEET 4 71 4 12 12 28 EROSION AND SEOII.IENT CONTROL PLAN - SHEET 5 72 4 12 12 28 Page 26 of 31 EXHIBIT D-1: CONSULTANT FEE DETERMINATION CITY OF TUKWILA - STRANGER BOULEVARD EXTENSION General -Civil Drawing List 91512017 TASK DESCRIPTION Task Mumber t y m as a t c W b W , 0 a 'S1 u r 0 c� " a� '� o c a` a cn w m c an. W i1 0 c < °r. LI p 7 -�-� dt {..1 '- io u op °' a me o atm. m E L] to 17 0 t7 Gs 4 Totals DSC $ 93-03 [ $ 63.54 I $ 47.98 I $ 40.67] $ 62.04 1 $ 46,25 I $ ZIT -10$ 35.26 EROSION AND SEDIMENT CONTROL PLAN - SHEET 5 73 4 12 12 26 EROSION AND SEDIMENT CONTROL PLAN - SHEET 7 74 4 12 12 28 EROSION AND SEDIMENT CONTROL PLAN - SHEET 6 75 4 12 12 28 'EROSION AND SEDIMENT CONTROL PLAN - SHEET 9 76 4 12 12 28 EROSION AND SEDIMENT CONTROL PLAN -.SHEET 10 77 4 12 12 28 FINAL GRADING PLAN - SHEET 1 78 4 12 6 24 FINAL GRADING PLAN - SHEET 2 79 4 12 8 24 FINAL GRADING PLAN - SHEET 3 BO 4 12 6 24 FINAL GRADING PLAN - SHEET 4 81 4 12 6 24 FINAL GRADING PLAN - SHEET 5 82 4 12 6 24 ROADWAY SECTIONS - SHEET 1 63 4 16 16 35 ROADWAY SECTIONS - SHEET 2 84 4 16 16 36 ROADWAY SECTIONS - SHEET 3 85 4 16 16 35 ROADWAY SECTIONS - SHEET 4 86 4 16 16 36 ROADWAY SECTIONS - SHEET 5 87 4 16 16 36 ROADWAY SECTIONS - SIHEET 6 88 4 16 16 36 ROADWAY SECTIONS - SHEET 7 89 4 16 16 36 ROADWAY SECTIONS - SHEET 8 90 4 16 16 36 ROADWAY PLAN 8 PROFILE - SHEET 1 91 4 16 16 36 ROADWAY PLAN 8 PROFILE - SHEET 2 92 4 16 15 36 ROADWAY PLANE PROFILE - SHEET 3 93 4 16 15 36 ROADWAY PLAN 8 PROFILE - SHEET 4 94 4 15 16 35 ROADWAY PLAN & PROFILE - SHEET 5 95 4 16 16 36 ROADWAY PLAN & PROFILE - SHEET fi 96 4 16 16 36 ROADWAY PLAN 6 PROFILE - SHEET 7 97 4 16 16 36 ROADWAY DETAILS - SHEET 1 98 4 16 16 35 ROADWAY DETAILS - SHEET 2 99 4 15 16 36 ROADWAY DETAILS - SHEET 3 100 4 16 16 35 ROADWAY DETAILS - SHEET 4 101 4 16 16 36 TRAIL SITE PLAN 102 4 16 16 36 TRAIL PLAN - SHEET 1 103 4 16 16 36 TRAIL PLAN - SHEET 2 104 4 16 16 36 TRAIL PLAN - SHEET 3 105 4 16 16 36 TRAIL DETAILS- SHEET 1 106 4 16 16 36 SOUND TRANSIT PEDESTRIAN PATH SITE PLAN 107 4 16 16 36 SOUND TRANSIT PED PATH - SHEET 1 108 4 16 16 3fi SOUND TRANSIT PED PATH - SHEET 2 . 109 4 16 16 35 Page 27 of 31 EXHIBIT 0-1: CONSULTANT FEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION General -Civil Drawing List 9!5f2017 TASK DESCRIPTION Task Number%w U 4 ® m "Erc • c m W 01 c m o a rti _ ` _c ZI CO la . mu -> ria L 0 c ct ca °s.m 0 _ mm = e • w s m = ca, m m O E ni Rn p Wa q Totals DSC, ; $ 93-03 [ $ 63-54 $ 47.98 I $ 40-67 1 $ 62.04 I $ 46.26 1 $ 40-60 1 $ 35.26 SOUND TRANSIT PED PATH - SHEET a 110 4 16 16 36 SOUND TRANSIT PED PATH DETAILS - SHEET 1 111 4 16 16 36 PAVING PLAN - SHEET 1 112 4 8 12 24 PAVING PLAN - SHEET 2 113 4 6 12 24 PAVING PLAN - SHEET 3 114 4 8 12 24 PAVING PLAN - SHEET 4 115 4 8 12 24 PAVING PLAN - SHEET 5 116 4 8 12 24 PAVING PLAN - SHEET 6 117 4 8 12 24 PAVING PLAN - SHEET 7 11.8 4 8 12 24 INTERSECTION PLAN - W VALLEY HIGHWAY 119 4 16 16 36 INTERSECTION PLAN - BUSINESS ENTRANCE 1 120 4 16 16 36 INTERSECTION PLAN - BUSINESS ENTRANCE 2 121 4 16 16 36 INTERSECTION PLAN - TUKWILA STATION ACCESS RD 122 4 16 16 36 INTERSECTION PLAN - NACHES AVE SW 123 4 16 16 36 INTERSECTION PLAN - PSE ACCESS 124 4 16 16 36 INTERSECTION DEIN LS- SHEET 1 125 4 16 16 36 INTERSECTION DETAILS - SHEET 2 126 4 16 16 36 TACO BELL SITE PLAN - SHEET 1 127 8 12 12 32 TACO BELL GRADING PLAN - SHEET 1 128 8 12 12 32 TACO BELL DETAILS - SHEET 1 129 8 12 12 32 TACO BELL DETAILS - SHEET 2 130 8 12 12 32 sJACK IN BOX SITE PLAN - SHEET 1 131 8 12 12 32 JACK EN BOX GRADING PLAN - SHEET 1 132 8 12 12 32 JACK IN BOX DETAILS - SHEET 1 133 8 12 12 32 JACK IN BOX DETAILS - SHEET 2 134 8 12 12 32 BUSINESS PARKING LOT PLAN - SHEET 1 135 8 12 16 36 BUSINESS PARKING LOT PLAN - SHEET 2 136 8 12 16 36 BUSINESS PARKING LOT DETAILS - SHEET 1 137 8 12 16 36 SIGNING & CHANNEL12ATI ON PLAN - SHEET 1 138 4 16 16 36 SIGNING & CHANNELIZATI ON PLAN - SHEET 2 139 4 16 16 36 SIGNING & CHAKINELIZATI'ON PLAN - SHEET 3 140 4 16 16 35 SIGNING, & CHAt* ELIZATION PLAN - SHEET 4 141 4 16 16 35 SIGNING & CHANNELITATION PLAN - SHEET 5 142 4 16 16 38 SLGNING R CHANNELIZATION PLAN - SHEET 6 143 4 16 16 36 SIGNING 8 CHANNELIZATIDN PLAN - SHEET 7 144 4 16 16 36 CHANNEL1ZATION AND SIGNING DETAILS - SHEET 1 145 4 16 16 36 CHANNEL12ATION AND SIGNING DETAILS - SHEET 2 146 4 16 16 36 Page 28 of 31 EXHIBIT D-1: CONSULTANT FEE DETERMINATION 0o CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION General -Civil Drawing List 915/20/7 DESCRIPTION Task Number 15. a m 40 a 4Y w V c ea •TASK a E +i as c 01 ' G 2 "� -� = a en w i3 13 011 o m In Ls C t V C m m E CO L3 L7 li a Totals DSC $ 93.03 1 $ _ -63.54 1 $ 47.99 1 $ 40-67 1 $ 62.04 1 $ 48.26 1 $ 40.00 1 $ 35.26 OVERALL COMPOSITE UTILITY PLAN 147 4 6 16 28 UTILITY PLAN AND PROFILE- SHEET 1 148 4 16 16 36 UTILITY PLAN AND PROFILE- SHEET 2 149 4 16 16 36 UTILITY PLAN AND PROFILE- SHEET 3 150 4 16 16 36 UTILITY PLAN AND PROFILE- SHEET 4 151 4 16 16 36 UTILITY PLAN AND PROFILE. SHEET 5 152 4 16 15 36 .UTI'LITY PLAN AND PROFILE- SHEET 6 153 4 16 16 36 UTILITY PLAN AND PROFILE- SHEET 7 154 4 15 16 36 'UTILITY DETAILS - SHEET 1 155 4 16 16 36 UTILITY DETAILS - SHEET 2 156 4 16 16 36 UTILITY DETAILS - SHEET 3 157 4 16 16 36 BRIDGE STAGE [UTILITY PLAN 156 4 12 12 28 BRIDGE STAGE 1 UTILITY DETAILS 159 4 12 12 28 BRIDGE STAGE II UTILITY PLAN 160 4 12 12 28 BRIDGE STAGE II UTILITY DETAILS 161 4 12 12 28 SPU WATER MAN PROTECTION - SHEET 1 162 4 4 8 12 28 SPU WATER MAIN PROTECTION - SHEET 2 163 4 4 8 12 26 SPU WATER MAIN PROTECTION - SHEET 3 164 4 4 8 12 Zg DRAINAGE PLAN - SHEET 1 165 4 16 16 36 DRAINAGE PLAN - SHEET 2 166 4 16 16 36 DRA€NAGE PLAN - SHEET 3 167 4 16 15 36 DRAINAGE PLAN - SHEET 4 168 4 16 16 38 DRAINAGE PLAN - SHEET 5 169 4 16 16 36 D42A1NAGE PLAN - SHEET 6 170 4 16 16 35 DRAINAGE PLAN - SHEET 7 171 4 16 15 35 DRAINAGE PROFILE - SHEET 1 172 4 15 16 36 DRAINAGE PROFILE - SHEET 2 173 4 16 16 35 DRAINAGE PROFILE - SHEET 3 174 4 16 16 36 DRAINAGE PROFILE • SHEET 4 175 4 16 16 36 DISCHARGE ROUTE PLAN & PROFILE - SHEET 1 176 4 16 16 36 DISCHARGE ROUTE PLAN & PROFILE - SHEET 2 177 4 16 16 36 POND PLAN - SHEET 1 178 4 16 16 36 POND SECTIONS - SHEET 1 179 4 16 16 36 DRAINAGE DETNLS - SHEET T 180 4 16 16 36 DRAINAGE DETAILS - SHEET 2 181 4 16 16 36 DRAINAGE DETAILS - SHEET 3 182 4 16 16 66 DRAINAGE DETAILS - SHEET 4 183 4 16 16 35 Page 29 of 31 EXHIBIT 0-1: CONSULTANT FEE DETERMINATION CITY OF TUKWILA - STRANDER BOULEVARD EXTENSION General -Civil Drawing List 915/2017 TASK DESCRIPTION Task Number aa o d N CL Si c R Q. a 6 a '°' W V a ® ' fn co, c O6 C 11.1 () o.. N = -.. A c d 0 to O V d C ,-�0m o o a o N 0 0 t u C R o E 6 a< Totals DSC $ 93.03 1 $ 63.54 1$ 47.98 1 $ 40.671 $ 62.04 1 $ 46.26 1 $ 40J $ 35.26 OUTFALL PLAN 8 PROFILE - SHEET 1 OUTFALL DETAILS - SHEET 1 184 185 4 4 742 72 16 16 2142 16 16 2264 36 36 5223 SUBTOTAL DRAWINGS Page 30 of 31 EYHIRIT D-7; CONSUI TANT EFF DFTFRMI2ATION CITY OF TUKWILA - ST.""1DEo BOU1 EVA.D E..xcy5l0y 11C Pump Statiau 9/5/2017 TASK DESCRIPTION Task Number at O E an d 'u m c m a n N C m W d .o a d d v �rn rn w W E ) w :>• ti _ _ - W ci In (� a t o .y :T: o p u ,m 6 U .yC E a¢ Totals DSC $ 93.03 I $ 63.54 1 $ 47.98 1 $ 40.67 1_$ 62.041 $ dc.oc 1 $ 40.001 $ 35.26 DRAWING LIST Number Totals PUMP 4�' ,- _ KING -Ou f v PUMP STATIOL' - DPSIGL' DATA ',_ _- , ... ,. ._ .. , . -. _-, . '0 0 KING COUNTY PUMP STATION - SITE PLAN 2 0 KING ^^_UL'T' 2 U° exATIOL' - eeWeP 1 INE Pi eL' qun PRO�ILE2 _ cuoPT KING ('OUNTY 2UM2 STAIION - SEWER I INF PI AN AND PROFILES - SHFFT 2 3 d 0 n KING COUNTY PUMP STATION - SEWER LINE PLAN AND PROFILED - 2HEET 3 KING 'OUL'TY Pump 2TA'102 - WFTINEI I AND VAW T 21 ACI KING (AUNTY PUMP STATION - WFTWFI 1 AND VAULT SECTIONS - SHFFT 1 5 S 7 0 n n KING ^ONWx, PIU2 A D'' -w=xWEL1 AND VAN. x SECxIO"'2 - 21-15 ET 2 8 0 KING ^OUL'TY PLIM2 STATION - WFTWFLL AND VAUI T SECTIONS - SHFFT 3 0 0 KING COUNTY PUMP STATION - CIVIL DETAILS - SHEET 1 10 0 KING ^CUuxv 21.1M2 6TA ION - CIVIL OETgp S - 6HPPT 2 J 0 KING (AUNTY PUMP STATION - CIVIL DETAILS - SHFFT 3 1 9 0 KING COUNTY DUMP STATION - CML DETAILS - SHEEx 4 13 0 KING ^^LICIT' RUM STAMON - r.IVIL OFTAII S - SHFFT 5 ] A 0 KING COUNTY PUMP STATION - CIVIL DETAILS - SHEET 6 KING ^O_NWx, PUY2 STATION - CML DETAILS - cyccT T 15 18 0 n KING COUNTY PUMP STATION - CIVIL DETAILS - SUM- 8 17 0 KING COUNTY PUMP STATION - STRUCTURAL NOTES 18 0 KING COUNT' PUMP sTATIOL' - STRIJCTUEAI 21 AL'S 10 0 KING COUNTY PUMP STATION - STRUCTURAL ELEVATIONS 20 0 KING COU"'x, DUMB STATIO_L' - sTPUCTU2A1 SECTIO"Is KING COUNTY 2UMP STATION - STRUCTURAL DFTAILS - SHFFT 1 2Q 99 0 n KING COUNTY PUMP STATION - Sx2UCxNRAI OExgp D - cuccx 2 23 0 KING ^O_UL'T' PUC72 STATION - STPUCTLIPAL DETAILS - SHFFT 3 2d KING COUNTY PUMP STATION - STRUCTURAL DETAILS - SHEET 4 25 0 KING ^^_1.110, PUU2 STATION - sx2 CxU°A1 DETgp 6 - sP5ET c 2S 0 KING COUNTY PUMP STATION - STRUCTURAL DETAILS - SHEET 5 26 0 SUBTOTAL DRAWINGS 0 0 0 0 0 0 n n 0 P2ga 31 37 ENHIBIT D-2 411111 virwanr"am Washingtor Mate YAW Delpartrnent of Transportation No‘ellT tEIT 9. 3016 BergcrALEIAM, 11301 Ninth Avail ua Saint , uie 3C C Fedora] Way, WA 98003-1600 Subjaet: Aciceptanco FYE ICR Audit Offlca Rairiew Dear Ms. Nicipa lsaacks: Ttarsportation Eluilc in 310 Mac Flask Avenue SI. F.O. Box 473010 F I 965( 4. ;130C 3&k705- 7(100 TTY: l8)C833688 www.w5dctvila.gcv Transmitted heilawit11 is tha WS. DOT Audit Office's mem a afl "Acicaptance" (four firm's FY E 2016 Irk irciat Cast Rata OCR; of 114.'19°A. This race will t 0 Eippr cable for WIADCT Agrecimen11. and IJocal Agency Contracits iri 'Washington only-. This rata rry t c subject to additional tic view ifl cc ris'c ered nacassary by W.S. DOT. Your IC R must t a ur c atic on an irriu basis. Cc sts bil lac to agreamentsilcontracts wll still ba subjciat 10 audit oft actual casts, based cin the tams ar c cic rieitions of 1he raspactive ap-ciamcnticontract. 111is was not a cicignlzarl rmiew. Any oda entity aontracting w i1h your firm is resparsit le far delarmining thci accer1abiliIN of the ICR. If you hi e any ques1.ans, feal frae to contaat our officer a1 0(0; 01€1 or via am al consul tantrai csg,twsdet.wa.go. Ric gards; Manaar, Consuiltant icas Office EK..1:kms Act' eptani e (CR Audit Office i; evievi 221 Classification BergerABAM, Inc. Indirect Cost Rate Schedule For the Year Ended May 31, 2016 General Firm Ledger Adjust. Ref. Accepted amount %9 Direct Labor Base 11,394,308 M 11,394,308 Indirect Salaries Proposal Admin Salaries 662,699 662,699 5.82% Proposal/Negotiation Salaries 3,225,714 (56,945) A. M 3,168,769 27.81% Administrative Salaries 2,597,641 (38,792) A 2,558,849 22.46% Payroll Variance (18,160) -18,160 -0.16%0 Office Support Salaries 0 0 0.00% Accounting Salaries 486,041 486,041 4.27% Housekeeping/Stby. Salaries 0 0 0.00% Professional Activities Salaries 64,686 64,686 0.57% Education & Training Salaries 257,642 257,642 2.26% Research and Development 16,314 16,314 0.14% Computer Salary 395,020 395,020 3.47% Total Indirect Salaries 7,687,597 (95,737) 7,591,860 66 63% Fringe Benefits/Salary Overhead Incentive Compensation 409,330 409,330 3.59% Vacation 1,408,263 1,408,263 12.36% Holiday 625,994 625,994 5.49% Sick Leave 447,026 447,026 3 92% Other Paid Leave 19,931 19,931 0 17% FICA 1,461,004 1,461,004 12.82% Federal Unemployment 13,685 13,685 0.12% State Unemployment 119,055 119,055 L04% Industrial Insurance 6 6 0.00% USL&H Work Comp 143,318 143,318 1.26% Group Insurance 1,967,364 1,967,364 17.27% Retirement Expense 438,126 (824) 437,302 3.84% Benefit Recovery 0 0 00% Fringe Benefit Adjustment (6,882) H -6,882 -0.06% Total Fringe Benefits/Sal. Ovhd. 7,053,102 (7,706) 0 7,045,396 61 83% Administrative Expenses Travel & Subsistence 202,238 (21,733) B.E.F. N 180,505 1.58% Recruiting Fees & Expenses 69,417 69,417 0.61% Contract Personnel 49,938 (28,863) 21,075 0 18% Advertising 2,300 (2,300) n,c 0 0.00% Entertainment Expense 0 0.00% Charitable Contributions 13,523 (13,523) a,o 0 000% Employee Welfare 102,280 (31,715) B.E.F 70,565 0.62% Employee Meals 97,219 (54,191) B.E.F. N 43,028 0 38% Library 21,108 (196) 20,912 0 18% Professional Activities 14,209 (2,376) ri 11,833 0 10% Education & Training Fees 106,884 (49) u 106,835 0 94% Research & Develop Expense 0 0 0.00% General Admin 102,991 (7,203) is 95,788 0.84% Association Dues 87,274 (22,179) a 65,095 0 57% General Liability Insurance 88,005 (738) L 87,267 0.77% Legal Fees 174,693 (32,173) n 142,520 1 25% Accounting Fees 233,223 (97,908) k 135,315 1.19% Proposal Administration (444,806) (99,500) H. M N -544,306 -4 78% Proposal & Negotiation 0 0.00% Office and Work Space 1,692,464 a 1,692,464 14.85% Operating Expense 75,975 n 75,975 0.67% Page l 222 BergerABAM, Inc. Indirect Cost Rate Schedule For the Year Ended May 31, 2016 General Firm Accepted Classification Ledger Adjust. Ref. Amount Furniture & Small Equipment 8,558 8,558 0.08% Fum & Small Office Depr 273,297 273,297 2 40% Office Equipment 0 0 0.00% Office Supplies 62,126 8 62,126 0.55% Field Equipment 14,195 14,195 0.12% Field Equip Depreciation 67,010 67,010 0.59% Auto Fuel & Maintenance 47,551 47,551 0.42% Auto Insurance & License 26,132 a 26,132 0.23% Auto & Truck Depreciation 45,805 45,805 0.40% Field Equip Recovery (113,902) -113902 -1.00% Telephone 217,879 217,879 1 91% Postage& Freight 19,351 19,351 0.17% Reproduction 162,680 162,680 1.43% Personal Property Tax 24,307 24,307 0 21% Fidelity Insurance 31,324 31,324 0.27%0 Business & Prof License 42,041 42,041 0.37% Interest Expense 3,072 (3,072) c 0 0.00% Error & Omissions insurance 600,041 i. s 600,041 5.27% B&O Taxes 536,753 536,753 4 71% City, State and Federal Taxes 539,386 (523,246) t. 16,140 0.14% Computer Expense 590,688 590,688 5 18% Computer Depreciation 249,730 249,730 2.19% Misc Income st 0 0,00% Gain or Loss Sale of Asset (15,395) -15,395 -0 14% Total Administrative Expenses 6,121,564 (940,965) 0 5,180,599 45.47% Total Indirect Costs and Overhead 20,862.263 (1,044,408) 0 Indirect Cost Rate 1.83 Facilities Cost of Capital 120,862,263 (.$1,044.408) 19,817,855 173.92% 1.74 31,053 0.27% 19,848,908 174.194 References Removed by BergerABAM A Unallowable Proposal Negotiation Salaries (156,945 36) and Administrative salaries (138,792.04). B Unallowable administrative expenses. Firm tracks unallowable expenses on the general ledger. C Advertising unallowable per 48 CFR 31.205-1(f). D Contributions unallowable per 48 CFR 31.205-8 E Removed by Berger/ABAM in compliance with various FARS regulations F Travel and subsistence that are over the daily FAR allowable rates per 48 CFR 31.205-46 G interest and other financial costs not allowable per 48 CFR 31.205-20 H Fringe Benefit adjustment, directly associated cost to unallowable advertising, public relations and direct selling labor unallowable per 48 CFR 31 201-6(a) 1 Determining allowabillity - costs property supported with adequate documnetatian are allowable CFR 31.201-2(d) CFR31.201-3(b) (1)Determining reasonableness - Costs generally not reconized as ordinary and necessary For the conduct of business are unallowable K Taxes -Taxes from which exemptions are available to the contractor directly are unallowable when the burden incident to obtaining the exemption outweighs the corresponding benefits accruing to the Government. CFR 3i 205-41 (B) (3) L Taxes - Federal income and excess profits taxes are unallowable M Design build loss adjustments N Unallowable adjustments made from conducting EZ quant Audit- 11839.22 from travel, 878.12 form meals and 4234.21 removed from proposal Page 2 223 224 Exhibit E Sub -consultant Cost Computations The CONSULTANT shall not sub -contract for the performance of any work under this AGREEMENT without prior written permission of the AGENCY. Refer to section VI "Sub -Contracting" of this AGREEMENT. Exhibit E-1 - Subconsutlant Fee Determination Exhibit E-3 - Subconsultant WSDOT ICR Letters or Safe Harbor Letter/Rates Agreement Number: WSDOT Form 140-089 EF Exhibit E Revised 10/30/2014 Page 1 of 1 225 EXHIBIT E-1, SUBCONSULTANT FEE DETERMINATION CITY OF TUKWILA- STRANDER BLVD/SW 27TH ST EXTENSION Ott -Sakai & Associates LLC 129 E. Lake Sammamish Shin NE Sammamish, WA 98074 425-890-3533 5/16/2015 Strander Grade Separation Fee Estimate - Constructability Review Item Scope Principal- Rate $215.26 /hour Senior Construc tion Specialist- $209.11/ hour Contract Manager - $159.91/ hour Ott Costs Invoicing and reporting 4 5639.64 Contructability with Reports 1 ,Site Visit (2 Staff) 4 8 52,533.92 2 Review Preliminary Design 8 51,672.88 3 Site Access Pian 24 55,018.64 4 Temporary Walls 8 51,672.88 5 Bottom Seal! Alternates Evaluation (up to 3 methods) 2 24 55.449.16 8 _ Memorandum 16 53,345.76 9 Meetings 4 ea (g24 Hrs 16 53,345.76 Schedule 10 Prepare Schedule - Preliminary- Bar Chart 2 16 $3,776.28, Contractor Style Estimate 11 Prepare estimate (30% and 60% Update) 2 56 512.140.68 Meetings 12 with owner (2 eal 12 52,509.32 `Travel Expenses I:. 1' ' .. 4' a 5200.00 Sub - Totals 10 188 4 542,304.92 All Inclusive Hourly Rate TOTAL ESTIMATED 542,504.92 Ott 9/4/2017 Page 1 of 1 226 Ott— Sakai & Associates, LILC 179E.Lk. Slarnnu sir3tcrel:nNE Skin= air h; FA 9a CI"=1 13i Ot: 425-890-3 :533 ai.can Keit Sak : C41 -a;55 -25s.: kevia(got-tak3i.ma At gust 241, 2011 Hawn AEI AM 33= 01 Ninth Ave. cuth, Suites 3a0 Heiden] Way, WA 9H(11:13 -2E 00 utjecit: 1- curly Rlales A t r : Melly Rctinscn / Bct Fernandes Cltt-S akai is young and a small firm tilal 1Ihal does rct have an esilat fished overhead late ncr c c we have aucillad cverllead vales. Eel ow are our lawes1 fully burcenied (all- inclLisive) hot. a1N1 tillirg vales for Cit-• S akai and Associates, LLC services. These rales are fully turdened and are 1he lowest rales billec ilo otiu clients fan this typo of work. C lassificiatia n Paincipal, Hill Cltt, 19avin Sakai Senior. Cons 1r. Speaia]:ist Kevin Pariiish Charlie MGIC a}{ Fcrrest Dill David Pia( le Eric Reiclhel1 Construction Specialist Bing Ma Contraais Acminis1ra1or Janine Christaini Max. Hour 131 Rate $21 5.26 $2C19. $196.80 $1519.91 The a ova h aurly vales area full}i t Lirdened and a iso all-inclusive excerpt for taavel mileage, planking, 011 an)] otter direct expenses. Ott -Sakai shall comply with the mulles anc regulal ions aegarding taaval cosis (exclucing a ui, tila in, enc tier ta1 casts) in acciardance with the 1 k wila ami al Mules anc Procedures. All slit-aonsultan1 cost anc dNecit reimtursatle expleniseis will be at cast with no mark -Lips. Rtes potful IN, Page 1 cd 2 227 William P. Ott 228 EXI- IBIT E-1 - SUBCONSULTP NT REE CBTERN INATICIN C IT11 CIH TUKWILA - STRAND ER BCIULEVARD/SW 27TH STREET EXTBNSICN 6 1 ALLIANCE GEOMATIICS SURV8YING & NAPPING MEII(IC EIE NUMBER 17.090 NAME Strander Extd ne'or CLIENT BetgerABAM OWNIR City of Tukwila date. ca d date bn':e', ns MIL OF 9FIIICIRT REVISED (S/ 1ALLIAICE GEUMA7IICS SURVEYING 31 MAPPING MBF/OBE .mproot CVanbu bbowki sw4rt 1ind CC:Ir:Oit TASK Principal 3111 119 0.410 1 11A003 2E4H 1 1E014 3 1E1 44 1 FEB 16811 5 120.00 5 1211.110 5 98.10 , 7, .40 I 136.44 a 12.011 5 61.00 NUMBER DE5011P1101' HOURS USN 1 4.1-Fpte4-`134 :td44n1,8 101'11 16 31 31 10 3 1,581 1 4.2 Topogr, 6 Maar' g 421' 4 24 f 1 222 110 1 31.,5 84 3 4.3-Ul.1y 122arese,Vice, 112 411 DI 40 411 3 8,240 4 44 Rightaf'N44/Parcels 212 4 24 170 14 24 11 1 12,112 5 2.5 . Eas,4raents and E,oii Ls 180 •1 5ti 120 2 21,752 1 4.6A 1199d4WIYood, llaao Arca 4 312 4 11 1' 20 511 110 41 5 26,246 7 4.68 - IS1 :,1n11 F` -a8 Lor.Ne1 Area r1 48 24 24 5 3.188 4.I De). . •l2 es 248 =1 14 8( 161 a 23.1.30 4 0 1 1 11 4 1 1 4 1 i3 1 14 03 1OTAL HOUII 16)11 ;8 137 206 104 100 212 410 216 r S 1,71, 00 '.I 18,240.04 5 30,712.(1 1 E,4 4.01 1 14,8110.00 S 11,712.11 '.I 211,1'01.00 '1 1;,180.00 TEM! DIF ICIILIRDENID SAM F Pi a!! 11 $ 146,861 =•rr, il3 v,_.... s _+- ,,,.,. ram _��nrr awn._ „,,. Py�f _r.�:,a:xs ., ..;>. Nxl xF.r,. 011111) 11R1C1l0'1T! 141111011 I (018 'NAM 14 MILEAGE 110T: 1 M11E111 19[12 1 1 6 u.18 c r of Feld drys 31,5 1 NOTES TITLE REPORTS 22 51,000.00 5, 22,000 TECHNOLOGY 1 TRAFFIC CONTROL Estimated Po15o (4( .e (8' n, a 05125/1,r1 5 1,000 UTILITY 12 C1111ES and P01140165 61T1134166 at 51)00pe, 10111144d 588 UG 110061192202 1 (0,000 TOTAL OTHER 0112ECT COSTS $ 103,476 GRAND TOTAL FEE ESTIMATE $ 250,337 I L! once 101 21 1', O1 32 18: MA2117;1; 1194 1A 1111' I',(1 (8 CO1'00111 F roposal310171101 \ 1 4 :,. ,c,• 101 2017 51' 30 'o., 1 AIIia riaEi Geomatici5, LLC Ma iri 4125.598.2:ICICI 1 Flax 435.503.8061 13E11-120 AvEI NE, 9e111EIVu EI, WA 98005 6 229 EXHIBIT B-3 Writhing to ill SI ate rt of Tranlh pori alien July, 13,201 l Jason 1\ all atnura, Preis idesnil 1 A: Ilan des C eiomal'cis, LLC 1361A 120`" Ave! NE Bellevue WA SI8100=1.2131 Rlcs: 1 Alliance Glec inatics, LIIC Safe Harbor Incirelcl Cost Rates Ertesnsiar.i Dear Mr. Nakamura': 71ansgartatian Bulking - 1 I 0N P veno® S.E. RO. Flax 4730C Olympia, WI! 995CI4-73a0 360-105-7000 7TY: 1-800-8'33-6388 www.wst ol.wa.ciov Washing an Slalti has received apppscval from our local Factual Highway AcministtaLcin (FHWA Divisions 10 acirstinsue adm"nistesrin g thea "safe liarbcir" indirecit cast rates program an an inesering and cesignl related service contracts, as well as fbr Local Pub is Ageincsy Flrojecits. W ei acir.iFlestesd cur risli assessment far ] Alliance Gecimaticis, LIJC, in May, 2014. Oun assessment was ccinducsted basac ori iIhe daauimenilaiior pravidec by the firm. llhei reviewed data incs]ucad, but was nal 1imilleid tci, ai cesciripticir. cif 1 l company, basis of aaeciun1ing, accaur1ir g s}IsIeinn ar d the 1 asis cif it direct oasts. Based an aur ievieswi, wes found tl:e firm eligibles to uses Ihes Safa Harbor rade. ] Al]iancie opted tici use thea Safe! Harbor rate, railer 11ari ppsovides a FAR -clomp: is nit rates. Based cin further review and disaussicin with hes finn, wei area issuing an elk ension of the Safe Hart ar Irldnieat Ccisl Rine of 11 CI% of dueal labor with a field rale, where aFpliciable, of 80% ciflc had labor fbr 1 Alliances Clesomatias, LLC. 1 Alliances C aomatias, IIIICI has agrneesd tci improve Wien al Controls and ilimekeapir.g proaessess in ardtus to bei able tci c avalcip an Inc ireal Cost Rale ScF adu les in tb a futura in aaciardancie with the [lec aral Acquiis.tian Regulations (FAR), Subpart 31. Tha WSDOT Jnsarra] Audit Clffiaes has Frovidesd guidanae anc infcirmalion! res atad tci FAR and tha AAISHTCI Audit Cluiica. Ycui may use the Safe HarborHale ofl 110%, on 80% for field officio situations, fbr agzieiaricints tmtesreid into pr.'or tci Aur es 30, 3018. Fcir agreements anterad into aflesr this date, Fllaasa aortacl rhes WSDCIT Ccinsultail t Serviiaes Offices IICSCI; cin our cifficscs ftin guic anaa. 111e Safe Harbor Rates will not ha subjeat to audit. Please csoordir ala with C SO ar your Dom] Ara€plains cianlacit iflyciu have questions abauwl when tci apr ]y the Safe Hanborrates to yciur agresesmanl. Iflyciu have any quasiicins, please ac Waal no, Jeri S:iNesrtsor.i, or Slave McKesrnesy al I136(I',10.1-•10(I3. Sincere J7/ Icihataie Harvey Aggesesmerst Cow lliancse Auc it Manager aa: EhEnd e MaKerr.e), Diracitar cifllrltarnal Auc it Jeri Sivesrtsori, Assistant Dire ator of Internal Auidit Larry Schofield, M 9 4-'32: Fi:o 230 EXHIBIT E-1 - SUE CONSULTANT FII DETIE N INATICIN CITY CIA TUKW ILA-STRANDOR BI VDiISW 271H STRIE111XTENSICIN lea k 6.1 (Phase 3) Tad 6.1 &6.3(IIale =3) Il anis l Gra, usl i Rlristir C lie la mes 941lards Carman llwan 5a rat Ilea na 11 Baal ael Sewell 5I111,a ri B ato roc 1rl Task R rind!! al 9ariar Ass' i�te Senior Engineering Te chn iaian ! en lar Engineer/Warner En gine erllll nner A dmin istratil to Admir istrative Coordination meet ings 4 32 82 8 6 Field visit Document 1 e niaw 2 24 8 8 10 Tra ffia Operations analysis 8 Summarize donor a nt studii s / reports 1 88 i 1 6 VMT/GHG analysis 2 2 Outline da t 111 d sea pe, Ibu diet for PI ase 11 2 12 2 8 4 8 Preliminary analysis of illumination / traffic signal me difia tion 44 4 3 8 20 Administration 8 32 Convert Traffic Study Report toTransportation Discipline Report 2 60 130 2 4 Total flours 9 4 2 3 24 0 2 4 DSR $ 15.51 $ 55.81 $ 18.911 $ 31.51 $ 31.13 $ 321.38 $ 15.11 OH 111.01151 $ 1118.41 $ 115.511 $ 15.41 $ 115.01 $ 51.8E $ 60.52 $ 61.79 30% Fee $ 28.70 $ 19.76 $ 14.57 $ 11.25 $ 9.52 $ 10.31 10.53 Billing Rite $ 211.71 $ 251.51 $ 118.61 $ 11, .71 $ 91. 1 $ 1 01.1 2 $ 101 e 2 Subtotal 52,635.10 5806.35 $ 60.52 $445.84 52, 5, .113 50.00 $210.43 $429.68 $ 11.15 Intal Budget 57,281.76 Tad 6.1 &6.3(IIale =3) k 5I 4 Daniel Gramus'i Ilristir Cali' 1,1mi s Sell; rds Carmen go an !.Iral Keerar Rachai 1112 ell llul ari 1 ette amain Task I rincigd Iles ior Associate ! , r is r Ingin eerin 11 lect ■iaian Senior Inginear,IPla ane r le gine a plPlan ne r Administrative Administr, Due Memo a utline traffic an alysis ,1 assumptio. s 2 32 82 8 2 Field visit 4 16 24 8 8 Tra ffia Operations analysis 8 6 14 88 i 1 VMT/GHG analysis 2 2 8 18 12 Traffic 9tudl logon 8 4 8 50 44 Coordination for environ meatal daeum nt 8 20 22 8 32 Convert Traffic Study Report toTransportation Discipline Report 2 60 130 8 10 8 32 Traffic Signal Permit 2 4 $ 41.115 28 44 1 34.38 $ 15.15 3091 illumin a tier Atr. ffln signal madifin tion design as el response to comments 6 10 24 34 36 $ 80.51 $ 111.21 Administration $ :8.71 $ 11.75 $ 1, .51 $ 11.25 $ 9.52 12 50 Total Ha urs 38 24 46 262 250 12 50 0' F $ 51.111 !1 E1.81 !1 48.56 $ 37.50 $ 11.11 $ 34.31 $ 35.11 01-1171.14% $ 161 :1 $ 111.16 $ E!: 5 $ 61.52 1 55.86 $ 60.52 $ 11.71 30% Fee $ 21.1C $ 11. 6 $ 14.11 $ 11.15 $ 1.9,1 1 10.3] $ 10.53 Billing Rata $ 292.79 $ 111.19 5 141.111 $ 111.17 $ 12.11 $ 115.21 $ 117.41 Subtotal 511,125.96 54838.13 $6,836.20 $30,068.43 524,276.62 51,262.60 55,371.00 PM intersection traffic Ca mots & 24 -hr sgee dluolume tut a counts nts $8,000.01 Total Budget 591,718.9' k 5I 4 Nola: Clplional Taal (Initial TraffiaSignal Timing Plan: )11udget10 beFrtvidecl ill Inc lu(led. 6'land Tata' 1164,952.34 AE1P lee 9/:/017 231 Da ■iel Gra yuski Ilristin C 111 11 mes 1.11ards Carmen Ilwaa 1. rat Ilea nae II al and Sewell Yuka ri Batten alurt Ta sk Irin cipal len 11 An date Se nicr engineering Tel hn ician Sea ior engin ae r,ll Ian la e r En gine erAl 11 r n er A clministratii to Alministra the 60% illumination /traffic signal design and response to aomml r is 8 32 82 74 78 90% illumination /traffic signal design and response to comma nts 4 16 24 24 34 100% illumination / traffic signal design and responseta i ommerts 2 6 12 12 16 Public Interest Finding ! al mittal 2 2 8 4 Provide sup part far l idclinll 4 4 Administration 8 32 Total Ha urs 16 60 130 114 128 8 32 058 1 95.67 $ 51.81 $ 41.115 $ 31.10 $ 11.11 1 34.38 $ 15.15 OH 171.0434 $ 158.4; $ 111.91 '.1 85.49 $ 66.12 $ 13.111 $ 80.51 $ 111.21 30% Fee $ :8.71 $ 11.75 $ 1, .51 $ 11.25 $ 9.52 $ :10.31 $ 10.53 Billing Rale 1 292.79 $ 201.59 $ 141.61 $ :114.'.7 $ 97.11 $ 105.22 $ 107.42 Subtotal $4,684.62 '111,09!.31 519,319.69 513,083.21 512,429.63 5841.73 53,437.41 Total Budget $65,891.64 Nola: Clplional Taal (Initial TraffiaSignal Timing Plan: )11udget10 beFrtvidecl ill Inc lu(led. 6'land Tata' 1164,952.34 AE1P lee 9/:/017 231 Washington SI ate • ® Des f iai t of Transportation June 21, 2017 Behr & Pears ] 00 Pringle' A v1 nuc', S uit e E C C Wlalriuit Creek, CA 94596 5Iubjacll : A cicelptanclel BYE 2 C 1E ICR - Audit Office Raviclw Dear Ms. Mai ion Donno]]y: 111ranspartaticun BLit( incl 310 Maple Hark Avenue SI.E. F.O. Bax 473(1(1 Olympia , VIA 9EI504 -73KI0 3E10-705.7000 TTY: . 80C 83f: -E 388 www.wsc c it.wa.c civ Transmitted I.elrewitl: is the' WSDOT Audit Office's memo of "Acicci i1anael" of }Iat:Ir firm's BYE 2C 1E Indire'c't C Ral 1ICPI; of 17E.04%. This rate) will be applicable fbr WSDOT Agreements and IJoca] AgenaN Contrasts iri Washington on]}{. 111his rate) ma}I be sut jest tci addiliona] review if aclrisicered neciessail}I by WSDOT. Your IC R rrlulsl bei updated on an annual basis. Costs billed to agrciemciril s/con11 rail s will still be subject to audit of aatua] costs, based on 1 he terms and aond:i l i ons of lhe respecll ivcl agraem ent/aontract. This was rncil a aogniaant review. Any other ciri1it}{ aonlracling with your firm is responsible' fbr deteirminir.ig tt el alcciclptat Hit of the ICR. Ifl }Tern have am] questions, f'e'el free) to contact our officio at (1360; 10_` -1019 or via email consult antra tes C wsdot.wa .gov. Regards; ERIK K. JONSON Manager, Consudtari1 Services Office EKJ :kms 232 All aeptance IIIA Audit affiaf Ri iia w Preparci fcr. BergerABAM EXHIBIT E-1 Strander Grade Separation Phase 3 PM1Sr. SR tteml: Project Administration Prop Mgt Admin Acq Agent Acq Agent Acq Agent Title REO Escrow Total i Coord 3 Meetings with Tukwila & BergerABAM 9 0 25 0 0 282 Dollars: 0 Pre-Offer/File Setup 25 Certification Assistance - 0 0 0 0F$ 11 530.50 0 Negotiations 0 Contract Adnan - 0 7 0 Clearing Title - 7 PF€!AOS 9 55 105 0 Condemn Support - 160 Pre -Design Acq Cost Assessment d, Evaluations 0 20 — 0 Data! le & Diary Maintenance & Delivery 20 Project Funding Estimate 0 40 30 0 ' 70 Coord wlSubconsultants- 0 0 0 0 0 9 0 0 Hours: Direct Labor $: 0 0 147 _ 135 0 0 0 0 282 4.00 6,835.50 4,995.00 $ 11,830.50 Item 2: Right -at -Way Acquisition Direct Labor Totals: Hours: Titre Report Review, ROW Plan and Legal Descriptions Review 0 147 9 0 0 0 0 282 Dollars: 0 Pre-Offer/File Setup 5,835.50 4,995.00 0 0 0 0F$ 11 530.50 0 Negotiations 0 0 Clearing Title - 9 0 Condemn Support - 0 — 0 Data! le & Diary Maintenance & Delivery 0 0 Hours: Direct Lab -or S. 0 0 0 0 0 0 0 9 0 0.00 0.00 0.00 $ _ Direct Labor Totals: Hours: -- 0 0 147 135 0 0 0 0 282 Dollars: 0 ODD 5,835.50 4,995.00 0 0 0 0F$ 11 530.50 Work Break Down: 1 PFE Report: Includes 7 Acq, 5 Perm Easements, & 10 TCE(s). Abeyta Associates 813112947 Direct Salary Cost: Direct Labor Rate: Audited Overhead Rate: Profit: Composite Multiplier: $ 11,830.50 Total Labor Fee: $ Expenses: Review Appraisals Appraisal 5 Mileage/Travel Reprographic, Copy, & Printins Couriex Cv,ernignt Postage 1 1.5 0.3 2.8 33.125.40 95.00 Subtotal: $ 95.00 TOTAL $ 33,220.40 Pagel ' lAilashingta�n Slat e VDeport of Transportaliionl AuAlist25,20117 AIayta &Associates 1101111 SW Kliakital Way, Suites 206 Semitic!, WA 98134 Sulbjeat: Aaaeptanccl AYH 2016 'CR - Nagot:iatac Dear Ms. Rosa Villa: lire insjlartalian Building 3 0 Maple Rarl Pivenue EI.Ei. RCI. Elox 4730C Olympia, Wil 38504-7300 3E0 705-7000 TTY: "-•FI00- 833.388 wv .wtidcnl.wa.ggv Wa have nagclialed and aaccllled your firms AYFI 2ICI1( Incireal Cost Hates MICR) of 150.00%. '111- is rale will be appllicaIle for Local gcnaN C onllracis in Washing on only. 'IR is ra 1 e ma }I bel sub jeat to additional review if considclred news sary by WSDO'II. Your IC R must lel nI c a tele on an annual basis. Costs b:illec to agreements/0oniraats will still bci snIjecll tc audit of aatual acsls, lased on thcl tclrms anc conditions cf thcl rclspclatiuel a green] ant) cont raal. 'Ilhis was not a cognizant) review. Any ether ciri1it}I aontracting with the) firm is rclsl ansiblel fear determining the aaaeptability of ill el IC 11. If you have any quclslions, feed fraa 10 aontaat air officie at (360) 7a` -1C119 or via email consul tantr atas @ wsdot.wa.gov . Rclgards; FIRIK K. JONSON Manager, Consultant 51clruiccls Office FIKJ :knl s 234 A«eptanca KIR NogoIiited EXHIBIT E-1 - SUBCONSULTANT FEE DETERMINATION Widener Fee CITY OF TUKWILA - STRANDER BLVDISW 27TH ST EXTENSION 9/312017 Exhibit B strander Project Name Client Location Abaco Tukwila Date 12/6/2015 Tasks Project Manager Senior Biologist Project Biologist J Archaeologist Hours Hours Hours Hours 1.1 Design Assistance and Early Agency Coordinatio 40 4 16 L2 Section 106 Consultation APE 8 2 4 L3 106 Section Report Coordination Draft _12 8 _ 4 36 Final 2 4 2 12 L4 Noise Report Draft 12 20 60 Final 8 8 20 WSDOT Review 4 3 16 1.4 Air Report DraftI2 20 60 Final 8� 8 20 WSDOT Review 4 3 16 1.5 Hazardous Materials Memo Draft 2 2 16 Final' 2 2 2 WSDOT Review 4. 2 4 1.6 Environmental Justice Survey draft 12 6 40 final 6! 8 12 1.7 Biological Assessment No Effect Letter Draft 12 16 40 Final 8 2 12 1.8 NEPA ECS Draft 4 9 32 Final 2 2 4 WSDOT Review 8 4 4 1.9 Wetland and Critical Areas Study Field Work 8 _12 60 Draft 16 24 120 1 of 2 235 EXHIBIT E-1 - SUBCONSULTANT FEE DETERMINATION CITY OF TUKWILA - STRANDER BLVD/SW 27TH ST EXTENSION Final 32 8 48 1.10 Wetland Mitigation Use Plan Draft 40 12 80 Final 20 8 40 1.10 Wetland Mitigation Use Plan Draft 40 12 80 Final 20 8 40 1.11 SEPA Draft 2 2 24 Final 2 2 8 Coordination and Response Comments 8 2 16 1.12 Permit Coordination Section 404 36 12 80 Section 401 36 12 40 Coordination and Response Comments 40 8 24 Critical Areas permits 6 12 HPA Total hours 476 255 1056 48 Summary Hours Direct Overhead Profit Project Manager 476 $64.00 $70.40 $19.20 Senior Biologist 255 $50.00 $55.00 $15.00 Project Biologist 1056 $31.00 $34.10 $9.30 Project Archaeologist 48 $50.00 $55.00 $15.00 Total Labor Expenses - - Mileage Trips to project site (5 Trips) 146 miles @ $0.56 per mile Trip to Local Programs (1 Trip) 30 miles @ $0.56 per mile Field Supplies - Flagging & Stakes Total Expenses TOTAL ESTIMATED COST Widener Fee 9/3/2017 Cost $73,113.60 $30,600.00 $78,566.40 $5,760.00 $188,040.00 $408.80 16.80 $25.00 $450.60 $188,490.60 2 of 2 236 EXHIBIT E-31 Wash in g trc n Sibaf e 7.4/ Cepa rllrrient of 7'ransporta'tila'rr Lynn Fell arson Seciietary oil Trrimpart atiar February 27, 2014 Jlaarlatta Vvliderlar, President DGK Inc. 1010832ndAvertaVv1, titclU H\ e'retl, WA g8204-1302 Transportation 9uildirg 3"I tv agle Rayl( Alvenue F.O. Elm; 4;1300 C lytngia, WA 98504-7:.00 360-705-7000 TTY: 1-800-833-638B www.wsdot.v is .gov Ra: EIGK (dba Widener & Assc'aiates) c afe Harbor Irk ircic't Cosi Rale Dcian Ms. Widener: Washing on Stater is c'na cif tan states who havei raaeived approval from Fac oral Highway Headquarters 10 particiipale in the Tast arse E N altatiarl Program (1E-045) far use af a "safe harbor'' inciiect e'os1 rates on engine aring aric design related scirviclei ciontraats, as well as lc r Locial Pt blit; Agenciy projects. Wei hay e completed our risk aisessmcir.11 fbr DGK. Our E ss essmer.lt was conduct ad l: aseid on 1 he doc t mentatian provic ad ty the firm. The reviewed data inchded, but was not limit ad 1o, a desariptian of the company), basis of acc ciurlling, acc minting sylsleml erre the' basis of :ir.ldirc'ct c casts. Based on our review, your firm is eligible to use 1he 5 afe Harbor rate for the C ity of Bellingham Wc'sil Horton Road Prajecl. Vvie are issuing 1ha 5 afe Harbor' Indireal Cast Rale af 11(I% of c ircic't 1at ar for DGK. Thei Safe Hart car 'al a is affective on Fel ruary 71, 3014. DICK has agreed Ila :improve Into rr. al Controls and timekeeping prcacessas in order to a able 10 develcaFi an Indire ct Cost Rata Schectele in future ac'co'rdance' to Fledaral cost print iples (148 CFR FIAR). The WSDOT Internal Audit Officio has provic ed gyidaricie and informatianl related 10 FAR arid the AA 5 HTO Audit Guic e. The 5 afe Harbor Rate will not be subject lo audit. Please coordinate' with VV SDOT Clcansultaral Senliccas (CSO) or your WSDOTI Bawl Programs Mana®ar if you have gtle.'lions about 'Fen to apply the' Safe Harbor rata tc' your agreemer.11. 237 Page 2 DGKI February 27, 2014 If you ar any reprasan tatives of DGK havci any quasi ions, pleia,ia contact Martha Roaah, Jeri Sivartsan, or Steil,ei MaKanriey at (360)705-7003. S incereily, 11,44.1-Zr"..— 7204., Martha S. Roach A greiem ent Comp; i ansa Audit Manager cc: Stciva Mc Kcirriery, Direator of Inlemal Audit Jeri Siveri scmi, Assistanill D ireicilar of Irlteirr.ial A uia it Barry SaEafie;ld, MS 47323 File 238 CIBRTIFIiCA TION OF FINAL [NC 1RECIT COS11S — FC R A SAFE HAA BOR INCIRi3CT CCIST HA'111=1 Filial Nam e: f 1> K s,v C. fl f A du i cc/un-&F 45SeC. Prcject Num Len/Nanile: KOr KGit'%J 1, Alban mis t ulersigne,il, cera i/it ilhot 1,hc ve revielr=rid the prof: maid tc estla I lish the Safe Pk rbc r rata. 117Ie firm is a lecdingi tc rise tlhe S[4FE 1L :LR13OR IADILREC'T COS IT) L i TEI d/' 11 Gl%. To the fie se m' ma! Ain't mlecge anal belief ci) The firm has dna; / ,I cid a FAR con' rude previmtr.• Iv ,ucce,)daal Ely duty atelier .stale argent v. II, The firm wild provide repo* as required F. til !lite SAFE HkdRDORI RATE program on dJie/r prc gttnss town! a•omplicInce with Alae ccuii yrinc•ipJa's ci/tine Flederal t cr r, isii tic Al Raglu/a,licuts (IR4R) afili1l/e Ir<, Carle ofFledercl Rigudailin,iis (CFJ), pard 3LI. AI khcnrn rnareI•iad rana•ruc1icru:• or events mail have tutctrrreal affecting the firms corrner.',I i[ll• iurgcmi aticn Anal prior & crurent indirect cert rales rExrve heed, circ,lo.•eid. 7/1e first agrees c fcidlaiv rhe 'Path is Cc tin,. rlirii7C ". Steps nn. ed ileilorr.: 71te liab unity anal ine lode: dinrekeeping syai/enr which Mr Andes rl Ue duta'rncil Comlrc,ls lln•cribed in clic prier 6 q/ AAS4HTC Al ar•cai:indinglsps,lenr w,ricrt separaiter iudirecr cr. As anal direct cost.! n acconnrlingtsssdleut r, riot separates wl/owalnie ,nna, unullourcrbl,le ecsd • /I carupJiont job a'c a, l : ysteru which is general ledger 'driven ▪ Training for ,idcconnt,itrgtient nue! mud key nuonagleruendnnPrrl31 q/ litetem! .trlvisilicinReguilarions, C'cdotard Casal Prir cif ler aural Procechirr s • AI :mug writteninternalcondrul policyn•i,lhill paliayanal/rcm•'d irestrtamrail *Signa1 tire: *Name c Certi 'mg Clfficicil (Print): Se fth.e file_ (-- !/!ti h er 'philter i r -e r Date afClertificaticln (mm/dc ): C)a / 2 ( / y *Nate: 1111 is fbiirrl is to Ee con r leitec Ely an individual exect tivel or financial offtcen of ithe cc nsu Itt 1111 al a level r o lawar than a ' ice President ar C hief [financial Officer, or egniv alenil, wlio has the atlihc milt tc represent the final cial irlfonmal icn nlilizec toe stall Iish the in c irect cc sl late) prc pc sal s uh triitteed in ccnjunclian with t1e agreemenil. 239 EXHIBIT E-1: SUBCC NSULIIAIN 11 FIE E DE11E RMIN ATION CIITY OR 11L KWILA - S TRAN DER BLVD/SW 27TH 5111 EXTENSIC N DIRECT EIA LARY C CISTS (DSC' HAN S ON Clasts 9/3n 017 Flanacinnel Hot ns Rate C ci:d 1 Flnincirlal 10 X $ 0.00 Engineer' VII IIPM 181 X $ 90.00 :1 Eriginean VII 1PE) 144 X $ 90.00 Engineen VI 0 X 9 90.00 9 Engineer V 173 X 9 90.00 El Engineer IV 0 X 9 40.0(1 1 Engineer III 30 X 9 40.0(1 EI Teah niaian VII 0 X 9 35.0(1 90(1 9,05(1 217,20(1 8,95(1 1,20(1 Total Hat ris 1,13E Eli. bicital Dinecit Salary Costs (IDSC) _ $ 57,00(1 Slalar}I Escalation 11E1E) = ;'A° of DSC = 91 1,14(1 SutIola! (DSC 41 SE) = 91 58,14(1 Clverheac IICIH) 174.37°A° of (DBC 41 SE) = 11 101,3191 Fired Flee IFF; 33.0(1"'/° cif (DTIC 41 SE) = 11 19,18E1.10 TCITAL 5IALARYI COS1S IEISC + S9 + OH + RR) = $ 178,705 CIIRECT NONSA LARY COSTS (DNSC 1 N ileage EICIO miles @ $ 0.5219 91 428 N iscallaneoi s E' Fienc ablest ph citcigragh s, equip renla I, el c; 91 ; CIO 11CI11AL REIMBURSABLE EXHENSES IIDNEIC) = $ 628 240 TOTAL A UTHCIRIZEEI AMOUNT = $ 139,333 Page 1 of 4 FXHIR!I F-1 - SURMINIRUI TANI FFF IlFIFRMINOIIflN CITY OF TUKWILA - STRANDER BLVD/SW 27TH ST EXTENSION EI nQnn Elours 9/3/2017 Task Descriptions — . Engineer ✓11 (Project M a'lager) Engineer VII (Project Engineer) 5 dNI co W > c W y 2 co W Engineer III Techni as i VII Subtotals Labor Rate $ 90.00 $ 50.00 _ $ 50.00 _I 50.00 _$ 50.00 $ 40.00 $ 40.00 $ 35.00 TASK 9.0 - RAILROAD DESIGN Subtask 9.1 — Project Administration 0 129 100 0 11 0 10 0 250 Project Set -Up 4 4 1 9 Project Management (1 hr/wk for 56 weeks) 56 0 56 Invoicing Per Client Format 114 billing cycles anticipated) 14 0 t4 Prepare Progress Reports (14 total) 7 14 Meetings with Design Team, City, and/or UPRR 0 0 Kick -Off Meeting in Tukwila_ 6 6 12 Progress Meetings in Federal Way 0 10% Plans: 3 meetings 6 9 3 3 21 25% Plans: 3 meetings 6 9 3 3 21 30% Plans: 1 meeting 2 4 6 90% Plans: 1 meeting 2 4 2 2 10 100% Plans: 1 meeting 2 4 2 2 10 Progress Meetings via Conference Call _ - 0 10% Plans: 6 calls 3 6 9 25% Plans: 6 calls 3 6 9 30% Plans: 2 calls 2 6 8 90% Plans: 2 calls 2 4 6 100% Plans: 2 calls_ 2 6 8 Site Meetings with UPRR 0 25% Plans: 1 meeting 4 6 10 90% Plans: 1 meeting 4 6 10 Pre -Bid Meeting (1 meeting) 4 6 10 Subtask 9.2 - 10% Railroad Shoofly Plan 2 8 102 0 21 0 4 0 137 Site review and Field Report (concurrent with survey) 2 8 1 11 Survey Data Reduction for Engineering_ 6 1 7 Establish Existing Track Alignment from Survey 8 1 9 Shoofly Track Alignment 1 8 2 11 10% Earthwork Model (Civil 3D 2017) 16 2 18 10% Shoofly Plan - (11x17 - 3 sheets) 32 4 36 10% Opinion of Probable Cost of Construction 1 6 2 9 QC Review 2 2 6 4 14 Final Revisions & Prepare PDFs for submittal_ 2 12 4 4 22 Subtask 9.3 - 25% Shoofly and Phasing Plans 2 13 238 0 61 0 4 0 318 Review and Prepare responses to UPPR Design Comments 1 4 1 6 Phasing Plan Schematic - (11x17 - 2 sheets) 12 2 14 Phasing Narrative 1 4 1 6 25% Shoofly Plan & Profile Sheets - (3 sheets) 32 6 38 25% Shoofly Typical Section Sheets - (4 sheets) 24 -, 2 26 Curve Data Sheet (1 Sheet) 3 1 4 Prepare Civil / Track Detail Sheet (2 sheets) 6 1 7 Earthwork Model (Civil 3D 2017) by Phase 40 8 48 25% Shoofly Cross Section Sheets by Phase- (12 sheets) 40 8 48 Review Geotechnical Report 6 4 10 Utility Review for conformance with UPRR req. 2 12 3 17 Verify Shoofly Track Drainage 16 4 20 Prepare Quantity Summary Table 3 2 5 Update Opinion of Probable Cost of Construction 2_ 6 2 10 Page 2 of 4 EXHIBIT E-1 - SUB(ONSULIANIT EFF fFIFRMINAIION N CITY OF TUKWILA - STRANDER RLVD/SW 27TH ST EXTENSION Hansnn Hnurs 9/3/2017 T, pe_ .io i oe v a Engiiiee VII (Projela Menage') Engineer 1✓11 (Proje :t Engineer) Engin aer IVI w .° co w r w Tec ini;ian 1/II o Labor Rate $ 90.00_ $ 50.00, $ 50.00 $ 50.00, $ 50.00. $ 40.00 $ 40.00 $ 35.00 Design Report 1 8 4 13 — Prepare Initial Track Specifications 2 10 2 14 QC Review 2 2 2 4 10 Final Revisions & Prepare PDFs for submittal 2 10 6 4 22 Subtask 9.4 - 30% Plans (Update 25% per Site Meeting) 2 14 77 0 32 0 4 0 129 Review and Prepare responses to UPPR Site Review 1 3 4 Update Phasing Plan Schematic - (11x17 - 2 sheets) 5 5 Update Phasing Narrative 1 3 4 Update Shoofly Plan & Profile Sheets - (3 sheets) 5 2 7 Update Shoofly Typical Section Sheets - (4 sheets) 6 6 Update Curve Data Sheet (1 Sheet) 2 2 Update Prepare Civil / Track Detail Sheet (2 sheets) 4 4 Update Earthwork Model (Civil 3D 20171 by Phase_ — 5 3 8 Update Shoofly Cross Section Sheets by Phase- (12 sheets) 5 3 8 Review Geotechnical Report - 6 2 8 Adit. Utility Review for conformance with UPRR req. 3 6 1 10 Update Shoofly Track Drainage6 1 7 Update Quantity Summary_Table _ 2 2 Update Opinion of Probable Cost of Construction 2_ 4 2 8 Update Design Report 1 4 4 9 Update Initial Track Specifications 2 4 2 8 QC Review 2 2 3 5 12 Final Revisions & Prepare PDFs for submittal 2 6 5 4 17 Subtask 9.5 - 60% Plans (Update 30% if required by UPRR) 0 0 0 0 0 0 0 0 0 Engineering Contingency (none) _ 0 Subtask 9.6 - 90% Plans 2 6 109 0 29 0 4 0 150 Update Shoofly Plan & Profile Sheets - Finalize Cut & Fill Lines, signal (if needed) 14 3 17 Update Shoofly Typical Section Sheets -14 sheets) 10 4 14 Update Prepare Civil / Track Detail Sheet (2 sheets) _ 7 7 Update Earthwork Model Ind. Potential Signal Pads and Special Sections 28 4 32 Update Shoofly Cross Section Sheets Ind. Special Secitons (if needed)- (12 sheets) 9 1 10 Update Quantity Summary Table 3 3 Update Opinion of Probable Cost of Construction 1 5 2 8 Update Design Report 1 5 2 8 QC Review 2 1 10 5 18 Finalize Track Specifications 1 11 4 16 Contingency to Incorporate Comments from 60% UPRR Review (none) 1 1 Final Revisions & Prepare PDFs for submittal _ 1 7 4 4 16 Subtask 9.7 - 100% Plans (Update 90% incl. all UPRR comments) 2 11 118 0 19 0 4 0 154 Update Shoofly Plan & Profile Sheets - Finalize Cut & Fill Lines, signal (if needed) 1 14 1 16 Update Shoofly Typical Section Sheets - (4 sheets) 11 1 12 Update Prepare Civil / Track Detail Sheet (2) 5 1 6 Update Earthwork Model Ind. Potential Signal Pads and Special Sections 15 1 16 Update Shoofly Cross Section Sheets Ind. Special Secitons (if neede- (10 sheets)_, 12 2 14 Update Quantity Summary Table 3 1 4 Update Opinion of Probable Cost of Construction 1 3 - 3 7 Update Design Report 1 3 3 7 Pages of 4 EXHIRIT E-1 - SURCONSULTANT FEE DETERMINATION 1ITY OE TUKWILA - STRANDER BLVD/SW 27TH ST EXTENSION Hansnn Hnurc 9/3/2017 Task Descriptions 5 D c 'c o Engineer VII (Project IAaneper) Engineer IVII (Project Engineer) - \ d w ° m c w _ d .5 — W — — d .= _ W • c u .^ y N — o 15 — eD Labor Rate $ 90.00 $ 50.00 _$ 50.00 $ 50.00 $ 50.00 $ 40.00 $ 40.00 $ 35.00 QC Review 2 1 7 3 13 Update Final Track Specifications including agreement with 'front end' documents 2 16 18 Bid Support through Award 4 24 28 Final Revisions & Prepare PDFs for submittal 1 5 3 4 13 Hours 10 181 744 0 173 0 30 0 1138 Paga 4 of 4 EXHIBIT E-? Aft Waste ing1 otn State Depart of Wain spoil ation July (, Hanson Professional Services Ina. J2_`I S. Sixth Street Springfield, Illi 62703 lranispertaticin Builc MEI 310 Maple Flark Avenue 9.E. P.O. Box 47300 Olympia, V\A 9E1584-7:I0U 360-705- i1000 TTY: 1 800 -•K3-E:188 www.wscc t.wa.0 ini Subject: Acceptance FYE :I(I1E ICR — Risk Assess rr elnt Review Dear Ms. Jo Ellen Kclim: Elaseld on W ashington Stater Department af Transplcrlation's (1WSDO11; Rik Asselssrrant review af your Indirect Cosi Rale (1]ICP1:, wet haver accepted your proposed FYE :I(I16 IC11 cif 11 74 1190. 'Dhis rate) :s applicable to Washinglcn Local Agency Canti acts on]NI. This hater may be subjecil to additional review if considered nelcessar}I by WSDOT. Your ICR must be updated on an annual basis. Ccsts tilleld to agreelmentsdlcontracts will still to subject to audit cif actual costs, bascic ar.i the1terms and aar.iditi arts of the respective agreelmarlt/aontraat. phis was not a aagrlizarll review. AnN other entity contracting with your firm is 'Kivu r.isitle for determining the acicelptabilitNI of the ICR. If you 1 ave any questions, feel free to contact our afficcl alt OE (I; 705-7019 ar via email consu haft e.1@ w.Ic a1.wa.gov. Plagards; ERIK K. JO1' 5IOl' Manager, Consultant Services Office E KJ:kmis 244 Aa ceptana a IICIIA Audit Offla e Review EXHIBI118-1 - SUBC C NE. UIJ11A N 11 FE E C B118RMIN A11IC N Bric ht Phase 3B Cclst Slurrlrr ary CI11Y C F TUKWILA - S 11RANDE R BUMC 1ISW 2771H ST BXI1ENSIC N 9/3/2017 DIRECT SA LA RY COSTS (DSC] Flersanned Hau rs Rale Casl Rniniaip aIJRnajecd Manage° 2(1 X $I 1' .2 9 = $ ,425 2 Rnajecd Engineer Ofl X $I E17.301 = $ 1,236 3 StnualuralEingineen 254 X $I EI(I.(101 = 91 '5,240 4 Civil Engineer CI X $1 - - 91 5 Canistnuclian Elpleraialisl CI X $1 - = 91 - 6 Designed CAD Opler 2M EI X $I 31.30 = 91 E,7E1' 7 C naplhicis CI )1 $1 - = 91 - 8 Prcrjecrl Cacrr. / Ac rr in 121 X $I 221.90 = 91 21C1 llatal F auiis Clvenhemic QOHI FiNerd Fee IFF eta Sultalal Dined Saler) Casts IIDIC; = 11 34,9.2 Salary Esmile. ion 11SR) = 9% cif DSC = 11 '1,547 Iufitcrtal (DSC -H SE; _ $ : 21,418 161.8E11/4 oil (DSC -n SE; = $ 521,510 a.a(I°b oil (DSC -II SE; = $ 9,143.92 TC I11A L EIALARY CICISTS dDSCI + SE + OH + FF; = $ 94,7191 DIRECT NCIH SALARY COSTS (DNSC] N ileage Design Team MCI rr iles @ $ 0.9E10 $I 1E18 E�pencatiles 1101atognaplhs, equip renlal, el a) Elstimaite $I 32I $I 321 TOTAL REIMBURSABLE ERRE NSES IIDNSCI; = $ 200 TCITAL Bright Fee = $ 94,99'1 C .782234903 Rage 1 of 3 245 EXHIBIT E-1 SUBCONSULTANT FEE DETERMINATION CITY OF TUKWILA - STRANDER BLVD/SW 27TH ST EXTENSION Bright Phase 3B Hours 9/3/2017 Page 2 of 3 Ur) 0 a o 0. C — a o G = ises TASK DESCRIPTION Task Number o. oi 4 a in i > t C to isi w `m tip m t9 p E ci < Totals DSC 5 71.25 [ $ 67,00 1 $ 60.00 1 $ - $ - 1 $ 31.30 1$ - l $ 22.50 TASK 13 - STRUCTURAL ENGINEERING (supplemen:e) 10 20 108 254 - 216 - 12 610 'UPRR Temporary Shoring Wall 10.3 6 30 64 - - 56 - 4 162 Temporary Shoring Wall Design - 10 24 -- - - - 34 Coordination of Staging wills Civil, Structural. and Shoofly 4 8 - - - - - 12 UPRR Temporary Shoring Wall Plans - 12 24 - - 56 - 92 PM & Submittal Coordination 8 4 8 - - - Sound Transit Vehicular Bridge 10.4 a 56 132 - - 150 - 4 350 Superstructure Design - 20 60 - - - - - BO Vehicular Bridge Plans - 32 64 - - 150 - - 246 PM & Submittal Coordination a 4 8 - - - - 4 24 ,Miscellaneous Structures 10.8 4 22 58 - - 10 - 4 98 Signal Bridge Design - 8 24 - - - - 32 Signal Bridge Foundation Design - 8 24 - - - - - 32 Pedestrian Bridge Plans 1 - 2 5 -- 10 - - 18 PM & Submittal Coordination 4 4 4 - - - - 4 16 Total 20 108 254 - - 216 - 12 610 Page 2 of 3 EXHIBIT E-1 - SUBCONSULTANT FEE DETERMINATION CII( OF II IKWII A - SIRANDFR RLVD/SW 27TH SI EXIENSIflN aright Strucutres Drawing List 4/'/7017 DRAWING LIST Number i a N m U R cc ie a` 2 d I, — gG c W d c a d _ c - m _th U c W ?rn = m w i� • C 7 2- y2 cm v m Q N & :6 CI O ,� L = %^ V U y.C 'E o a 4 Totals DSC $ 71.25 1 $ E7.00 1 $ 60.00 1 $ 1 $ ) $ 31.30 1 $ 1 $ ".En � J 1tiidt=L le--'... .,.,..r c-.-5-;`,..,,,,... 1 -gym _ . UPRR BRIDGE - SHEET PILE NOTES 1 - 2 4 _ _ ±0 _ ]8 UPRR BRIDGE - TEMPORARY SHORING PLAN - STAGE 1 2 - 2 4 _ a0 _ - ]e UPRR BRIDGE - TEMPORARY SHORING ELEVATION - STAGE 1 3 2 4 _ _ ° _ 14 UPRR BRIDGE - GROUND ANCHOR DETAILS 4 - 2 4 - _ 10 _ _ 16 UPRR BRIQGE - '^'ALER' ^CICYOR ^' ' ^_ET^P S 5 - 2 4 _ 13 - - 0° LIPR2 RIC - cYORICIc T!a^r1l ^plD ^plr11nR,^i Al 1 I TWIT° a _ 2 4 - - n an SHTC L 7t73 .. J11i5 „ _ , - _ - . + r VEHICULAR RRJDGE - "'ALONG el Ay 1 - 2 A- _ 1n ]A VEHICULAR PRIDGE - TverAI SFCTIal 2 - 2 n _ 10 ]F VEHICULAR RRID(;F _ (JPDFR DETAII S !] OF 1) 1 _ 2 n _ -_ 10 - ]F VEHICULAR RRIDGE - GIRDER DETAII S (2 OF 3) 4 - 2 n - - 10 - ]B VEHICULAR BRIDGE - GIRDER DETAILS (3 OF 3) 5 - 2 n _ - :0 _ ]R VEHICULAR BRIDGE - END DIAPHRAGM 6 2 A - _ 10 _ - ]6 VEHICULAR BRIDGE - INTERMEDIATE DIAPHRAGM 7 - 2 4 _ _ 10 _ - 16 VEHICULAR BRI -GF - _'CK 09WF^EICEMFNT ° 2 4 - - 10 - _2. VEHICULAR aRIQGF - Cr1'' REJJilFORreWEJIIT cEPTIDN 2 _ 2 4 - - 1n _ _ +° VEHIr611 AR RRIDGc - TRAFFIr RARRIFR F TAII C (1 (1F 1) 10 - 2 4 - - R +n VEHI"1.11 AR RRIp(_F _ TRAFFIr RARRIFR DETAII S (2 (1F 1) 11 - 2 4 - 8 14 VEH'rU' AR BRIDGE - TRAFFIr RARRIFR DETAII S (1 OF 1) 22 _ 2 n - _ 8 14 VEHICULAR RRIpGF _ FYPANSlON JOINT DFTAII S ]1 _ 2 n - - 10 - - 1r. VEHICULAR RRIDC4F - APPROACH Si AB DETAII S (1 OF 21 14 - 2 A _ - 0 _ - 14 VEHICULAR BRIDGE - APPROACH SLAB DETAILS (2 OF 2) 15 - 2 n _ - 0 _ - 14 VEHICULAR BRIDGE - SUPERSTRUCTURE REINFORCEMENT TABLES 16 - 2 4 - _ 10 _ _ 16 SIGNAL RRc ICc QW I ^ AWL' CI CV^TI(ll,l ] - 2 4 - _ 1n '° SIGNAL RRJOr_F ID I -1-01I c (a QP 1) 2 _ 2 4 _ - in _ _ +a SIGNAL RRIDGE DFTAJI S (2 OF 1) 1 _ 2 4 _ _ 8 _ _ +n SIGNAL BRIDGE DETAII S. (1 OF 1) A 2 n - _ 8 - - 14 SIGNAL RRIpGF FOUNDATION (] OF 2) 5 - 9 n - - 10 - - 1F SIGNAL RRIDGE FOUNDATION (2 OF 2) 6 - 2 4 _ _ 8 - _ 14 SUBTOTAL - ALL STRUCTURAL DRAWINGS 56 112 260 428 Pages of EXHIBIT E-1 - SIUBCONSL LTANT FBB DETERMINATION S&W RhasEI 3 Costs CITY OF TL KWILA - SIIIRAN DER BLVD/SW 27TH SIT EXTENSION SIA342a17 DIRECT SALARY C CISTS (DSC ) Pers or rel Hours Rate Clc stl 1 Vices PrEisiderit 49 X $ 82.E8 = $ z,C110 2 As soaiai€i 15E1 X $ 6E .921 = $ 102184 3 Ser ion angineEin I 2221 >I $ 40.217 = $ 1 CI,95;1 4 Engineer I6 1214 >I 9 3E1.91 = $ 4,977 5 Engineer II 34E )4 9 30.27 = $ 10,616 6 SEIniar Drafter 2121 A 9 3E.95 = $ 2191 Total Hau ns Ove al EIad (OH; FixEIc FEIEI IIF F ) EIE18 Subtotal ❑ineat Salary Ccsis (DSC ) = 91 41,23(1 SalarN Esaalaiior DISE) 1E10.21% 3CI.CIa% 4.0°A o1 DSC = 9I 1,64E1 Su t total II❑SC 4 SE) = $ 42,880 af II❑SC -+ SE) = 91 81,582 af II❑SC -+ SE) = 91 12,E18:1.8E1 TOTAL SALARY COSTS (CSC a SE 1 OH i FF) = $ 137,330 DIRECT NONSALARY C CISTS (DNSC) Exaavatc n su baoniraiaiar k mg s um 1 2,5CICI PIT equ irImEmt lu mg s um 9 5CICI Pumping lass sutaortractor lumq sum Pu mging Iasi C ❑C s It. mg s um Mileages 82E miles @ 9 CLE EI 9 49CI FlEigrac uciion It., rr ri sum 1 ICICI TOTAL REIMBURSABLE HYPE NSE S (C NSC] = $ 3,990 TOTAL AIUTHCIRIZEIDAMOUNT = $ 141,320 Page 1 of 2 248 EXHIBIT E-1 - SIUBCIC N SIUL TA N 11 REE C 911ERMIN AMC N SI&W Rhase 3 He urs CI11Y C F 11UKWILIA - SITRAN DER BUVCASW 27TH Si EXTENSIC N 9/3/2017 'MASK o ai 39 a >a a, A v Senior Engineer > a1 o a cn w Engineer II ;3'1 u110 SUBTOTAL TAISK 11 - GEO1I11CIHNIICIAII EP CIINIEIER1NCI SUPHOR1I 48.5 151 272 124 345 11 Project Management and Quality A: swan c e 1'I 68 0 0 a 0 84 Meetings (a: sumo 4 c@i 4 1 is eac h for 3. people) 0 1t1 16 0 a 0 12 C oordinate permit:, traffic control, an dlc r ra ilnoa d fla ggo n: fol in s itu testing ( ] 4 16 a 0 21 C ooadinate a nd perform pilot infiltna tic n te: t 0 1 12 0 1) 0 26 In: tall and develop to st well 0 a 0 0 0 0 0 C oot dinate and ob: erve aquifer pumping te: t 0 1 0 0 0 0 0 Hvaluate ne: ults o8 aquifer pumping te: t 0 a 0 0 0 0 0 Sr 15 mic design rit8 ria 1 1 1 0 0 0 :1 Liquefaction II ialuation 1 1 0 12 0 a 1:1 Bridge Founda tion Axial Fie: istan ce (3 C a o s) 1 1 6 0 12 a 11 Bridge Foundation Lateral Cie: is tat c e (3 ( a85) 1 3 6 0 12 a 12 Bridge Foun dation Group Into nac tion (3 Cases) 0.1 3 6 a 12 1 11 Retaining WI; 11 Barth Pres sum (6 C a e: ) 1 6 11 a 24 1 41 Retaining WI; 11 C lobal Stability and Settleni a nt (81 Cases) 1 9 24 0 96 f1 11 f1 Underpass uplift lbm o s 0 1 '1 a 8 a 11 Underpass mitigation alti ma five: 2 6 11 a 32 1 11 Shoofly bit ankmant Globa Stability and Settlr ntant (4 Casa:) 1 8 1a a 64 4 9", Continua reading existing dataloggers on : ite (3 readings) 0 0 1 1 9 1 11 Update groundwater n ode! 1 0 13 1 8 0 21 Evaluate aonatnuatic n dewatering (6 cases) 0 0 a 1 0 0 0 Con: truation Dewatering -Induced Settlente nt and Impacts 0 0 a a 0 0 0 Utility Pa to ction 1 1 4 a 16 0 22 Nevi ClutfallFlacon' tnendations 0 1 4 a 8 0 13 Eva luatr :to] mwato lir filtration Nato s 0 2 4 a 0 0 6 Con:truation C ansidanatic ns 1 0 14I 8 0 0 33 Prepare 60Ya Report 4 16 41 110 16 8 144 lir 1 lis a 681 % Report Hale d on C ITN and UPRR 01 ommen t: 2 2 8 4 0 2 18 Prepare final report 2 8 14 a 16 2 92 Ric lie w and comma nt on plans and specifications 4 4 14 24 0 0 96 Develop specifications (dewatering an d in: trumentatic n) 0 0 a a 0 0 0 Tata 1 Hoaoi 49 156 272 124 345 22 968 Rage 2 of 2 249 EXHIBIT E-31 41111116. WaiehlirgIOii Slatej Da plalri meal al Translpertaitllor Ji ria 14,1; 011 Sl annan & Wl it san, Inc. 400 N. 34th 91 reeit, Suites ] (1(1 Saattle, WA 518103 Suibjeic1: Acciepl anc e FYFI 2(I1 E IC IRI — CPA Rlelllclrt Dean Ms. Noedairii Bevilll: Transpcirtatfon Bulk ing 31 0 Mai: In Rai k Avenue S.E. P.©. Bcix 4730 0 ©Iyrr l ia, INA 98504-7300 360-710:1-7000 TTY: 'I •• 00-91 I -63118 www.wsdcrl.wa.ga v \Ma lava ac cep ted your firms FYBI 201( Inc ireict Cclsl Rata ITCIR) cif 1c111.2190 baisac ari tile! "Irdeplandcint CPA Replart," prepared by CPA Consulting, Inc..iThis rale will bei aiplpl]iaait la for WSDOT Agraem enl s anc Laaal Agesnciy Conl racits in W ash' ngl on only. Itis tata may be subjeicl 10 add) ianal :rcivieiw if considered necessary by Vv 9DOT. Yow ICRI must to updalec on ari airiruial basis. Costs ti:lleic tci agraemieirls/eantraats will st:]1 be sutjeicl to atacit of actual costs, baisac on tha 1 erm s and aonditi ons of tha raspec ti v e a81 ecimeintd c ontt ac t. 11- is was nat El aogni zant re v. env. An}I otter antity contLactin€I vcitt the firm is rc9pIan sib:le for clateirmin:irig! the acic(if ltatility ofltte 1ICR. If you have any qucllionis, feel f]-ae to c cintact our offices at (36(1; 703-1019 ar via amass] cresnisu 1111 a nil raid es @ wsdoi . wai.gov . Rcsaarcc 9 ; Janson, Brik cc sigr ER1IB K. JONSON Managcir, Consultant 9eiry ices Offices EKJ:krds 250 Aaaeptanae ICE CP/ It Dor Cert if icai Fiiirr Nan El: Shannon & Wilson, Ina. ion of Final Indirect Ccsl1 s In c ineci Cost Rale Praplosial: 1( o.2e7% DaIEI all Pnoplasal fineplaralticn (mmdlc c /y yyy ): 5/ 12017 F iscial Period CavEInec Imrr Idc iI yy y lo rr rr /c din yy) : 111. ,I2o11e - '12/31/20'16 /, title uricersugned, cen,'fy Thal d. have reviewed tte prop a.! ail do eisilatl/isltl f'nall it cineal cast rales fcir the (iscial pe riod as spleciified atlavEi and to the basil of rniy IT owledg a arl c LIalief. 11., All oasis inclluc ed .in This praposta,l tci E siati lisp iV'nal indirecll ecisll miles area allow atl/e in •siociorcancei widh II/1E1 ciostl prir clip las of II/IEi Federal Aciquisii,ior Raguladionsi.(FAF) of Ulla 48, Coda cif FEic eral RE gird/el/ions (CFFI), pard 31. a) This progcisa/ c oe sl not :naluds any cicists which are EuipIE iss/y ur aVbw atl/a unc sir the cost prir cupdas of IItIEi FAIR of 48 CFR 31. Ail Mr ciwr meteirad Jans aclGancul &vends dim d have occurred aflpicdingl UIEI IYrm's ownerstlip, cuigainizaticin ar c ird recd cosi rates have beer disclosed. Signal um: Name cif Cardifyinwl Clffiaial* (Pik l): F iiie L. sills Til le: SR Viae Fre: ide ri t Dale oil can illiciat ion iIrr mdc dly yy y`,: ,51124/17 'ilhe "Certify incl Official" must bean inc Vvidu al EIxEICIulive an financial afticen oil IF EI llinrr at a level r o Imerlhani a Vice Preisicenl or Chiell Finaraial Cflicelr, or Eig1 iValElrI, ho has the E L thorily tci net nesert the financial Ltilizec lo estali Iish 1hEl inidirElal acisl Hale far USIEI inc en A ger cy aor tracts. Rel. F HWA DIIIecltivEI 4 47CI.1F avails ble or lira al: httt iVlwww.fhNa.dol.govilegsrecialdirEtcI vEsibrder;/4471(1'1a,litrrI O/H Cciii ficlation; Nov 201(1 251 DIRECT LABOR FRINGE BENEFITS Ar1Aitinnal emmnensatinn Qualified retiremAnt Dlanc Vacation, sick and holiday Payroll fringes GFNFR AI. OVERHEAD Ariminictrative caries Proposal and busines. tieyeloDment lahnr Fq» ipment Rent and facility Travel and antn Pr0Dncal and 1,nciness development Interest Supplies O„tcide professional services computer Telephone and Doctaffe Conferences and professional Depreciation Tnmirance Tavee anti licences Bad debts Revenue from in-house charges SHANNON Rs WIT .SON, INC, STATEMENT OF DIRECT LABOR, FRINGE BENEFITS AND GENERAL. nVFRILFAn For the Year I'nrderd fp'Pmhnr 21, 2010 General T aaaer Balance Portion Unallowable s 1 Z.07a_n66 $ 2,088,223 1264,491 2 aRa,371 5.196.436 11.n51.s70 3,,28,445 3,6Rn? 56 765,1 Qn - 2.127.443 (5.08'1 423,066 (3393) 511,096 (357,475) 1117T3 (107)3) SZ1,n11 182.393 768,301 328,508 d6' a8a a8a.9n7 1,085,847 7,482,849 215,;41 (651,240) 16.236.992 (2.688.743) FAR Reference 400,000 (15) 31.205-6 (1 aZ non) (2.11 11.205-1.13 '757,(1(1(1 (3,154) (1,4) 31.205-6(f),(p) (2Q3 776) (5) 31 ?05_1 (13) 31.203(b) (6) 31.205-46 (7,8,9) 31.205-1,8,14 (1 n) 31?nc-m 07.7(17) (A,14) Z 1 ?115-46?2 (1,862,141) (11) 317115_41 p15,34.1) (12) 31 ?115-1 Total Fringe Benefits and General Overhead $ 27.270.512 $ (2A11.743) Facilities capital cnct of money ProDoce'1 Percent of Audited Total Direct Labor $ 13.074,066 2,488,273 1 ?64 491 2.ARA.311 5.053.436 11.290_520 3,325,290 1.47A.5";(1 765.180 2,122,361 419,673 153,67n SZ1,n11 182.393 768,301 ;28,5118 1ZSs111 484.907 1,085,847 62(1,7111 (651.8491 13.548.248 24.83 8.768 $ 34,896 86.4% 103.6% 190.0% 0.767% Saa 3 SIHANNOI% & WTI SON, ]INC. STATEMENT Of ID ]112111C IT LABOR, FRIT\ CIE BE NI FITS AND GI NERAL CIVERH EA D Ban the Yegm Ericled Decemter 31,21016 F1AR Refleileac( :: (11; Una Ilam at lea splo1 for users (PI, Taxes relatec 10 uriallciw&le pramolicn lallcr (3; Uralic wat lei meads a nc emplayeaca gifts Ncit useid Acuartisirig and public nellalians Tatar (E; Bxcess pear diam nc 1raveil eaxl err se (-1: Uralic wat lei ccanti it u1 ian casts (8; Ur al lawat lea enter ainmenl cc sts (S; Ural mat le acveartising and public reilailjars casts (10) In tarot Expeenseas (1 1) Feadearal income lamas (12; Bac cefjts (13) Pert changead as direct casts lc prcijeacts (14) Ur.ial!mat la labt ying cast (15) A ccruead pa ioi year fianusas paic it curnentt year See c ccompc i yin g rotes. 4 253 SHANK ON & WIIIJSCIN, INC. NODES TO STATEMENT CIF DIRECT IIABCIII, ERINGEI EIENEFITISI AND GENERAL! C ERHEAIII Fan the Yeifrr Ended Dciaemt en 311,:101b N CITE A: DEISCRIIITION OF BIUSINE SS ANIJI E ASIS CIF AC C CIUN'DIN G Descriptior of bush less —Shamnon & Wilson, Inc'. (the Ccimpan); prouices poi eahrliaal engineering anc en' it anme ni al ccnsulting ser vicieis, primarily throughout the Unite d Staters of Ameirica. Basis of alumni sting —THes Company maintains its aKcut nling rewords ori the acicmuad ha: is for financial rep aring while using tile cash meithoc of accounting ler federal incame tax purposes. Tile Company's policy is to prepare its ovenceiac sciheduleis, which supplar the Slate ment cif Elirect Lab on, Ariimge Hesnsarfils, cmc General Clverheiaid (ItHe Stateiment:, ons lhei bars is of arcccrunlirig practice's prescribed by Par 31 of thea Bee ei al Acquisition Rlesgulat:ians . A aciord'ngly, the above -me nticmed Statement is not intended 4a present lhei results of cipcuial:ians cif the Company in ecmfcrrmit) with accscrunting principles generally aiccieiptec in the Llnited Stades of A merica. N CIT EI E : IIE SCRIPI1EICIN CIF AC C OUN TIN CI SA IST E]IM Dlescriptions of icciounting - TI e Ccrmplany maintains a job -ordau cast accaunrt:ing system far the rieaording and accumulation cif casts incurred under its contracts. Each prclject is assignee a jab number so that costs may be segrlegaled anc acaunruarlec in tile Company's jab-arcer cast accscrunling s y steam. Tile auditec ova Noe nada is a unitary, calci far all ciscipllines. Dined prcljerct casts and allocated inc beet casts airei included in the project oast reecrrc. The alImo' icin basis fcir incirecit casts is c irect laibori. Direct labar of salariec eemployecrs is cadculatec using) al stancard hourly rate based on am annual hour bases of ';I,(180. Elirect casts incurreed ani providing services billed to clients al unit rates ar cin the basis cif a plulihished feel schedule are chargee by furKiticnal aceaunts and accumulated as ar single p:reijecl an graupir.ig tci aalaw segreglalian al such costs filom other dined casts. Tile Campanyy's mathoc of estimalirg assts for pricing put -plasm during the praper:ai pracess is aansislenrt with the acct. mu:lat. cin and reporting cd oasts under its jot-alderccist aaccaunhlingl systeem. I]Iinect labcr ao: its —11he Company dist-fibulas laban ccsts dinecrlly to pra{jects far ail] employee classifications art slandarc ccist. Certain officials and associate: aire nat plaid for the time worked in excess ofl4 a hours pen week (LnKsompllensatec overtime). 1 hes uncompllenssailed Giver imci in excess cif 4(1 haus is credited to ac ministrative salaries in the amount cif 11:1,249,0f 1. Ovierlinn e premium casts Havre tleen exclue ed from d inecstl lab on aux arc' included in gen KIra] overhead as part of a rdmir.iistillatives salaries ant icnlalec il3(,`--a8. Ova H eadl rate — TH es calculated c enheiad rates is a unitary rates fcir all offices (ten; and includes all disciplines. 5 254 NOTE H: LIES( }UPI ION OE AC CCIUNTEDG SYSTEM I ccintiniuecI Deiprecialicmi—D aprciciatiori has been id cin the straight-line mcithcd oyer tie esiimalec useful livers ci bui1dinigs, ecuipmcint anc lciaschalc impravemeir.its. The deprecialicir includad in General O�eirllead c oes nct exceed ti e amoun4 uscid in thea financrial slatemcnts and h allowable under AARI 31.21051- 11 Ike' . S'ck lease—Sick leave casIs area reicher accruec annually nor paic to ani umplcrycie up cin terminal icn. Arplicable sick leave casts are eaxpensed iflpaid anc then incluced it thci cvearhaad rade. CamElensailian —Tlhe Company paid no campeansatian in eixcass of the FA RI 31.20151-6(p) limil cif 14111,010(1 per rensan. SI(niar executive con persalian was analyzed using 1he RC1 e tionad ComJens cam Matrix :in aucardanaci witH tree AASIHITCI Audit Guice ar.d all acmpersal isn was allowable. Is CITE C: FACIIIIT IE C A PIT AL COST CIF MONEY AC CM, The Faailiiticis Capli1a] Cc:t oflMcncay rate Has baen ciaimlalcid in aaeaandance with HA Sect icn 31,2(151- 10; using) aiveirage rcit bank vakies of equipment arid facilitieis multiplied by thea averages Treasury nates for tie aappllicablci plerioc, ass 1ownn: Heigiinring meal car i'Ia:1 assets, Januar) 1, 21a16 g ,7111,307 Eluding net aapitad ass:ails, December :11, 21a16 1,473,166 AN mage Net Car ilia] A sserl s A` erne€1e Tlrc iasu ry Rader Facai ities Cost cifMoneiyl ,515151,3:17 2.1E18% :14,896 Dircicl Labc r Base 1 13,0174,C16( FCCN Rale 0.2167°ia CITE D: BE NE Fill PIJANS Thea Company) has twia cualifled reliremenl plans which cloven employees who meet eligibilit) nacuiinemen1s. Thea Company mac cases cor.dributians cd $1,36 ,4511 to the planes during) the }fear enc ec Ileac irnb en 31, 3016 . NOTE E: AICIIRI'OR CONT AC11 Thea plersor tc cc Waal ralalivci 10 this( irigagemen1 is: Kristine' L. Trycn CPA Con is tiling, ]no., P.SI. Phone 114251) 4(I1-51CI61 255 EXHIBIT E-1 - SUBCONSULTANT FEE DETERMINATION R&W PS £er±+fldel _RnJrcr CI_.: DATE : ="4.I" 7:_0: a E' T: PROlIT : PRAM °e'g-"ABAM oPnjErT Dr AN BUDGET ,',12111.017 Tuk,vlla Es EFF f41 f1JI Arl(Idc Adn cum/way Standard! Rate Schedule Y^dlt"URc STAFF Classification unURc RATc COSTS ) e4nlFrT TACPC 8 Ppa sr Engr !! sr Engr ! Engr sr Tech !I sr Te -5 I T.ck/ne, TAD/T-2 Cler/Admin TOTAL $ $0 P 1 0 $180,00 $ - PM 11 1A c1Ac.on $ 1,alnm Sr Eae" " 2 0 51 ;cm $ _ Sr Enar 1 78 Re $111 n0 $ ,L,,.,..,22 Engr ,R 0 5110.00 $ - Sr Tech I! a 0 $++0.00 5 Sr T=^'" I .^ 0 $98.00 $ - Tech/Des 4 A 567,10 c acn nn CAD/T-,± 30.5 $67.00 $ 7,04v.1Q Cler/Admin 7 4 cAc 00 $ + Upgrade existing pump station $0 $0 Team meeting _ $750 Utility service Preliminary 1 oad Demand Calcs 4,00 _ $500 Generator Sizing +.00 nn $395 P5 Distribution Calcs 1.00 2.00 $395 $0 Utility r.=•d!^ati.a '.00 4.00 $600 Site visit 8.00 51,000 Design workshop 4.00 $500 $0 Drawings _ $0 Legend +.00 0.50 5159 Site plan 1.00 3.00 6.00 $1,056 -- - 'u-� �-- �- '° Y~ �� One line diagram 1.00 00 ^ 0n $663 TOTAL FEE: 149.5 $ c c» cn Building power, lighting, signal '.00 ^.00 6.00 51,192 -""-wz, ; MISC. EX12 Iws 4 5.00% I7 l AIR: 1 Sn.nO OTHER: 1 $n.E _ OTHF°: $0,00 . OTHER: 1 fil nn OTHER: 1 5.,^__ OTHER: OTHER: QA/QC 10.2"1”, $1'5.00 __,.,,_' Vault power, lighting, signal 1.00 1.00 2.00 $404 Carr Details 6.00 ^.M $1,018 Schedules ._ .__ 2.00 $529 Pump schematics 1.00 A.00 a 00 $913 $0 24 Specifications = p 7 00 6 00 ^ 0- 51,224 'Cost -n'i at- +.100 ^ 00 $645 $0 Meetings 24.00 $3,000 PM A .00 $580 �`.`"', =..',, - ': .� SUBTOTAL FYDCdscs: $ 2174,11 $0 50 f e $0 TOTAL rncTc: $ 17,695.65 o TnrAiq - am.s,�xn ".00 _ Sc00n ---.e- m nn ._� CONTINGENCY: 5.unY„ S ua4,>u '0 ..0 4.00 �- "e _..;�...,...,.�-,..<--d-o.w«>» _ .r, ->,.�..w . - �.._...,, �,.x �.-.�.-,�-.a ... - - �:---,,z,.,,,...,,,,,,,,,,,,,,,,,, .,-..m TOTAL RUrxFT: $ +a S90A0 STAFF c1 asgcic^TInyc: e: 8Rlyr1841 so c n. cc c In Tc d =-. pll(,R Tc Yd. ,ACI I' PM: PROJECT MANAGER SR TECH 1 : SENIOR TECHNICIAN I cR,FNC'R II: sEdIOR FNr:INFFR.II TFrH/DFc: TFrtINIrIAJ/r1FcIo RR co cyr_R I : ccdlnR cdr_iycco 1 .0°.=''0' no'Ql81P (r^D) ENGR: ENGINEER CI ER/ADMIN: CI FRICAI /ADMINISTRATIVF -- "'" �,. �- � ��-�. _ -...,_� PRINT DATE: 9/n/7017 PREPARED RV: 0 1 of 8 EXHIBIT E-1 - QUBCONSULTANT FEE DETERMINATION • BRQJFCT NQ. _ b04 F1 2,005 8/_3/2DI CLIENT: RereerARAL1 ponlFrT R&W PROJECT PLAN BUDGET R&W PS remodel (C) 1/2017 FFF CAI CLJI ATIQNS ANn cLIMMARy Hate Schedule MANHOURS STAFF ROJECT TASKS Upgrade existing pump station Drawings control system power coati -o1 I/O Instrumentation RTU interconnection Details Specs Cost estimate eam meeting2 enn Engr II C' Engr I Engr c. To I cnnfTe, Cler/^ahia TOTAL $ Classification L3QuRC BATF COSTS $0 P 1 0 $180.00 $ SPM 11 0 $1,15,00 C ,0 4 ', $945 ®' Sr Eae• II 2 9 $135.00 $ 1,J15.ze c,nnn.m 10 $810 Sr FnerI JA AA (19(.00 $ r' --$1,485 Engr '° $1'0.0_^ $ no A on A no 7 00 ®' Sr Tech p a 0 $110.0_0 $ Sr' s" 1 a^ 0 $98.00 $ •0 Tech/Des 4 to $a7.co c 1,c7c,00 $0 m •a CAD/Tech 5 $0 Cler/Admin 7 $0 TOTAL FEE: MISC. Fy PENSE c: AIR: OTHER: OTHER: OTHER: OTHER: OTHER: OTHER: QA/QC m So 0 $67.00 $ a $.1ALIQ $ gs3FF� SU°TOT^L EX=ENSES: m TOTAI rfCTG Io TCITAI 5: 9.00 48.00 18.00 STAFF CI AaalFirATInNa 2: PRINCIPAL ern: eRQ FfT pgANA1 Fe co FplGo Il: cFpp 9 rolowrr9 Il SR FNGR I: SENIOR ENGINEER I FNO'R: FNOINFFR SR TECH II: SENIQR TFCLINICIAN II CR TFC1,1 I : CFNIQR TFCLHAICIAIII Tccy/ncc: TCcidplifln111/2F9GNa2 DRAFT CAD: DRAFTING (CAD) CI FR/AnMIpl: CI FRIrAI /ADMINICTRATIVF CONTINGENCY: TOTAL RUD(:FT: PRINT DATE: PREPARED Ru: cn.nn $0.00 X0.00 513c. ST211 .7,, EXHIBIT E-1 - SUBCONSULTAbIT FEE DETERMI IATIO I , R&W New PS oonJr-rT NO.: 504.P:7.OW--, RRW pRnIECTPIAN BUDGFT CLIENT: erAbAM DATE; 8/23/2.017 PROJECT: Tukwila FEE CALCULATIONS AND SUMMARY stawJa..li Rat- MApId0UPc PROJ FCT TASKS P PM Sr Engr l Sr Eng Fner Sr Tech 11 Sr Tech Tech/nes CAD/Tech Cler/Admin ThTnl STAFF Classification HOURS RATE COSTS $0 New Pump Station eam meeting c nn $0 P ' _ $1°0.00 $ $0 PM 11 16 $145.00 $ t,awl.pn $750 Utility Service Preliminary Load Demand Calcs 2.00 $250 Sr Eagr!i ' _ $135.02 $ Generator Sizing 00 7 La $395 Sr Ener' 2A R3 $175.00 $ 10,676.00 PS ^_ist•iL••ti..o Cilcs 1 nn $395 Engr 7R n $''nnn $ $0 Utility Coordination •)n0 4nn $6000 Sr Tech II 3 0 $110.00 < Site visit 4.22 $500 Sr Tech i an 0 $2°,00 $ Design workshop 7.00 $250 Te^h/_e., 4 $87.50 $ 550.00 $o Drawings Legend 1.00 $0 CAD/Tech $._._ $ 2,177.50 0.50 $159 Cler/"dmin 7 4 $4e.00 $ 164.00 Site plan One line diagram Building power, lighting, signal nn _ 8.00 1 4.00 $913 ,00 4.00 2.00 a nn $1 _ $1431576 TOTAL FEE: t 39,5 �- Vault power, lighting, signal Mrr Details 1.22 2.00 $529„x. 4.00 $768 MISC °XPq\NES: 4.00 Schedules 1.00 2.00 1.11 $529 AIR: Pump schematics 5.00% 4.00 $913 OTHER: 1 $0.00 $0 OTHER: $0 OTHER: Specifications 2.00 6.00 4.00 $1,224 OTHER: Cost estimate 1.00 4.00 $645 OTHER: $0 OTHER: Meetings 24.00 $3,000 QA/QC PM 4.00 $580 $0 SUBTOTAL EXPENSES: $o 1•.2 21 $ $0.00 5 0.00 $0.2" 00 7,154,21 TOTAL G": $ 17,563,41 CONTINGENCY: TOTALRUnomT; ark. '2,440.00 PRINT DATF: 9/a/70n PREP"°C0 °Y: 0 3 of 8 EXHIBIT E-1 - SUBPONSULTANT FEE DETERMINATION R&W New PS (C) �LZQ11 RRW PR^!ErT PI AN BUDGET PRQJFrT N0.: SOA.F, /.005 '1.61r: .-k^'A"AM OATF S1_3/201 7 PRQJFCT: Iukv/ la PS PPP rAI rUI ATIMIC A01n CliJm14." Standard) Rate Schedule 90^1N01.1oc STAFF PROJFCT TASKS a PM Sr Friar 11 Sr Friar I Engr Sr Tech 11 , Sr Tech 1 Tech/Des CAD/T^�h Cler/Admin TOTAL $ Classification UQJJPC oATC COSTS $0 New Pump Station c•No•-,i $0 P 1 0 $160.00 $ - 50 PM 11 3 $,4c,03 $ _ Drawings $0 Control system power 2.00 4.00 2.00 $295 Sr Fe- II 2 e $18e.00 $ 4,050.0 Control I/O 2.00 4.00 a 03 51,295 Sr Fner I 7A se $' x n0 $ 4,T50.000 loct•um=^tali^o 1.00 'x.00 2.00 $560 Engr 2B 0 $110.00 $ RTU interconnection 1.00 6.00 4.00 51,235 Details 1.00 1.00 A.00 $735 Sr Tech 11 a 0 $110.00 $ - $0 Sr Te,.I.l aA 0 $98.00 $ _ Specs 1.00 a.00 .__ 5819 Tech/Des 4 16 $R7.90 < i .m Cost estimate ".0000 $500 ,e75 $0 CAD/Tech 5 0 557.00 $ _ Team Meetings 12.00 $1,500 Cler/Admin 7 4 <4a n0 $ ,...i.00 $0 50 TOTAI PPF; AO $ 7,589.00 50a� $0 MISC. EXPENSES; 5.00 1/g 45 $0 AIR: 1 $2.00 $0 OTHER: 1 50.00 S $0 OTHER: 1 <3.0000 ; $0 OTHER: 1 50,00 $0 OTHER: 1 <0.00 h $0 OTHER. $0 OTHER $0 QA/QC S.OS9411 St a5.0n i,:., $0 $0 SUBTOTAL FYPFNSFI: $ ',0.''.4. <0 .---.,ms,-��,`ate--K ,,�. '',+m. -' $0 TOTAL COSTS: C sac, 4a TnTAI o - - a 00 ...on - 18,00 - 4.00 CONTINCECIrY - - TOT" .1.10a. -r: $ 9,080.E STAFF CLASSIFICATIOWS: P: PRINCIPA' SR TFCH 11: SFNIQR TFCHNICIAN 1I- ,,,,. PM: 2RQJFCT MANAGFR SP TFrld 1: CFWIrIP TFCHp11rIALI 1 co FCI=o 11: "rpm' ' FWn1WFFO 11 Tcru/0F TFCIIWIC!^N/DESIGNER SR EWGR 1: SEWIOR ENGINEER 1 DRAFT CAD: DRAFTING WADI FNP R: FN(+INFFR fl Fs/A0MIW; Cl FDIC A1/'0 11CTO e'nf[c PRINT DAT: is/a/'0 PREPARFD RY : 0 4 of 8 EXHIBIT E-1 - SUBCONSULTANT FEE DETERMINATION R&W GW PS ... ..... ._,., - ....1„,...., pan1FrT NO.: OAT. : 604P17. OOS r1 IFNT: P'OJECT: RRW l3nrg' ARAM DROJECE PLAN RUnGET •1 B/2a,203% Tr' -aal ui r^. rII ^.IONS AND SUMMARY S1andardi R=t. 5.bof1r!� Y^CIId2142. STAFF Classification HOURS RATF COSTS ersc JFrT TASKS P PM Sr Fner 11 Sr Fner I Fner Cr Tech II Cr Tech I Tech/Des CAD/Tech Cler/Admin T^TAI $ $O P' 0 $'20.22$ - °DA 11 10 $145,00 $ 1 ASO,pp Sr .RQ, II' 0 $135.00 $ - Sr Ener I 7A 50 $175.00 < e,lcn^n Engr 7R 0 $++0.00 $ - Sr Tech ll 3 0 $110.00 $ - Sr Tech l 54 0 $9Q.00 $ - Tech/Des ^ 0 $87.50 $ - CAD/Tech c 'Q.c $' .000 $ ','39.50 Cler/^drain a 0 $46.00 $ - $0 $O Team meeting x.00 $750 Utility Service Preliminary Load Demand Calcs 2.00 $250 Generator Sizing 1.00 1.00 $'=0 PS Distribution Calcs 1.00 '.00 $270 $0 $0 Site visit '.0^_ $250 Design workshop 7.00 $250 $0 Drawings $0 Legend 1.00 0.0 $1S2 Site plan ".^Q .00 8.00 $1,056 One line diagram 1.00 7.00 A.00 $663 $0 TOTAL FEE: 74.5 $ 8,939.50 so N -•,- ,5.00 $0 MISC. FYPcNcE.: % ` AIR: 1 t0.00 , OTHER: 1 $0.00" OTHER: 1 $0.00 4 OTHFR: 1 $0,00 ; OTFJFR: 1 $0.00 OTHER: , OTHER: > QA/QC .0°9697 $135.00 SO •D' ch..dul^= '.0000 '.00 2.00 $529 Pump schematics 1.00 4.00 4.00 $913 $0 $0 Specifications 1AO 7.00 $395 Costastimate ' ^0 '.000 $395 $0 Meetings 70.00 $2,500 PM 00 $290 --- ," ';_ -A.. -tea SUBTOTAL Fv°cyccc: $ 1,251.53 $0 $0 TOTALCOCTc: $ 10,,_, Q' TOTALS: �.... - .. 10.00 ......:.. .... 50.00 --»f - - - - 'Q5^- - CONTINGENCY: 5.00/ 5 509_,55 = „,_,,_ _,: w ,.� , _, ; > ,..-�-,, .r -�.._.� w=..,:,,.. ;»..=-tea . ....-n..,...,-,„.....-,,,,,,--..a.,,_,--,....,-,w TOTAL BUGET: ,._.�.� �,.-`$ V 10,700.00 STAFF (1 A5cIFlrATIOLIc: P: 22191x1241 CR TFrij II. C9111D14 TFrIjp11r1Apl 11 0U 0oru5a paAIRAc° 50 TE.H I : SECIIOR TECHNICIAN I SR,FNrR 11: SENIOR ENGINEER II TFry/DF<: TFCNNlrl4ol/OFanplre CR FpIrR 1 : CFpIiUR rglEdgIE321 012ACT rep: D9AC''91 (rA x11 091,2: cbIr iJllcco CLER/ADMIN: CLERICAL/ADMINISTRATIVE �" "�''�-1.. �'" - ' _ - • - � PRINT ^_°T°: 9/3/2017 PREPARED RV : 0 5 of 8 EXHIBIT E-1 - SUB"ONSUI TANT FEE DETERMINATION R&W GW PS (C) PROIFCT NO.: D^TF: til),P1 /, O5 CLIFNT: PROiF'': RRW Eerue,ABAM P_ROJIFCT PI AN RUnGEI 9/3/2017 800 017 T^I'-:•iia PS FFF CAI rJleTlOyc epin cyppppnov 5tandardl Rate Schedule IIOAdUOUR< STAFF Classification Li0_U o^TE COSTS PRQIFr7 TASKS P PM Sr Engr 11 Sr Engr 1 Engr Sr Tech 11 Sr Tech! Tech/Des CAD/Tech Cler/Admin TOTAI < $0 P 1 n < 120 nn $ PM11 n $1 ".'= $ Sr Fnar 11 7 4 $1 a' nn $ __ Sr F^_g- I -IA =^ $125.00 $ 4,750.00 Engr 78 0 $110 nn $ _ Sr Te=F 1' 3 0 $110.00 $ - Sr Tech 1 4A n <92.00 $ - Tech/Des ^ 1n $27 .Cr' $ 1,225.00 CAD/Tech S 0 $92 nn $ - Cler/Admin 2 ^ $^.00 $ 184.00 GW Pump ct.aoo c...."..I 50 $0 Drawings_ $0 Control system power 100 $338 Control 1/O 1.00 4.00 4 n0 $985 last-gmectatoc 7 nn $338 RTU interconnection 1.00 6.00 4.00 $1,235 Details 1 nn 4.00 A.0n $985 $0 Specs 1.00 2.00 4.00 $569 Cost =.tm'te 2.00 $250 $0 Team meetings 17.00 $1,500 $0 ~ $0 TOT^. ` 56 $ 6,19900 $0 MISC EXPFNccc: 5.nnua S.:� AIR: 1 $0.00 OTHER: 1 <n.nn :_ OTHER: 1 $n.e_ ; OTHER: 1 50,00 OTHER: 1 _n.0L1 •. OTHER: OTHER: > - QA/QC 9.1126'2 $13c nn ". '.•'.'J: $0 $0 ,._ $0 $0 _ — $0 $0 $0 $0 $0 $0 171 `" .='—.�.,�^ -- ._.- SURTOTAI FXPFNSFS: $ ga2p' $D ':.._,�-"= Wim; ,.., $0 TOTAL COSTS: $ 7,066.86 p-., �"� ...� --„,-=�*-.,.� tea.. CON f I0i - 0i' v; =.nD% s _353.34 TOTAI S: - - 4.00 4400 _ _ _ 14.00 - 4.00 TOTAL oLl GE,r: $ .. , 7,420.00 STAFF rl AccIFIrAT10NS: P: PRINCIPAI SR TFC 11: SFNIQR TFCEIWICIAd 1I" QUI: ggnmrr woog g _ Tory 1 : FFdino xccYClicl^N 1 SR.ENGR 11: SENIOR ENGINEER II TECH/DES: TECHNICIA5/DESI0NFR 08 FNOR 1: SFNIOR FNGINFFR 1 r1RAFT r417. DRAFTIdo (ran) ,,,,i.2: F1110I J' c..:,/,‘Lies..: c. Fo1cAU Anmlr.gao Aris,E -'` h,. PRINT nATF: 2/1/lni 7 PREPARED 1:10 : 0 RofR 262 Elxhibi t F Title VV Assurances During the perform anca of this AGREEMENT], tH a C ON IULIITANT, for itselfl, its as signaes, and suc cesscirs ir.i intertest agrcias as follows: 1. C cimpllar.ice with Regulaticins: Tha CON SULTANT sH all c amply with the Rlegulatians ralat eve to non - c iscrirr ir.iation in federally aissistad programs of 1he AGBNC Y, Tit la 49, Cada of Federal Regulations, Pair) 21, ais they ma}{ ba amended from tem a 10time' (harainafller refined la is the "RHGULAT IONS"; , which are Herein incorporated by reference and mads al part aflth:is AGREEMENT. 2. Nan -discrimination: The CONSULf11AT T, witF regard tci the work Llarformac during] this AGREEMENT, shall not discriminate an tha grounds oflraca, color, sax, or national origin in the salact:iani and rerturitiari of suH-consultalnts, inc luding procurement of materials and lamas of equipment. 11 e C ONSULTANT sl- all not participates either directly or indirectly in thea disc rim inatian prohibited Hy Section 21.5 afltha REGUIJIATIONS, inc It c ing employment prat tic as wt en this AGRHBMBN11 covers a program sat forth in Appendix B aflthci RHGULATIICIN9. 3. Soli( itallions far StH-cons.hairts, Iniclud:ini€1 Procurement of Materials zinc Hgdipmant: In all solicitaltions either H y c ampal its v a t idding all negotiations m aide H y 1 H a C ON SULITA NlI for work to H e performed under a sub -contract, including procurement of matarials or leases oflecidpmar.it, each pal ant ial sub - ( (insult ant or supplier shall Ha ncilified t}{ tha CONSULTANT of the CCINSUIJFIIANTI's obligations under this AGREEMENT and the REGUIJIATION9 relative 10 non-discrimination on the grounds of race, color, sex, or riaticir.ial origin. 4. Infbrmait cmi and Reports: The CONSULTIANT shall provides all information and reports required Hy the REGULATIONS or directives isstieid pursuant hereto, and shall permit access to its bciciks, re cards, aiccounts, other sour( as of infHuimation, and its fhc:ilities as ma}{ be determined tN the AGENC Y, tha STATE, ar the Fadeuial Highway Adm inistral ion (IFHWIIA) la be peri inenl to as( certain c ompliance with such REGULATIIONS, orders zinc instructions. Wlhare any information required ofla CCINSUIJFI1ANT is in the exclusives poss es skin of ar.icrther who fails or refuses to furnish this infant -nation, the CON SULIIANTI stall so c ert:iN ta the AGENCY, tH a STATE, or 1H e FHWA as appropriates, and shall s est ftirlh what eflbrts it has made to ablaini the iriftirmation. _ . Sanctions for Nari-compIlan( a: In the eluent ofltha C ON 9ULITAN1I's non -c cimpilance' with thea nun - disc riminait ori provisions ciflthis AGREEMENT, the AGFNC Y shall imposes such AGRBEMENTI sarict:iaris as it, del STATE, or the IIHWA may c eteirm incl to be appropriate, inc luding, but not limited ta: • Wlithhalding aflpaymants to the C ONIULITAN1I under this AGREEMENT until the CCINSULTANT (ampl las, and/or; • Cancellation, termination, or suspension oflthis AGREEMENT, in whale cm in pain. 6. Inc orr oratian of Provis sans: The CONSULTANT s H all include thea provisions ofl paragraphs ill) through (_) in every subcantra t, inc luding procurement of mateuuals and leases of equip -rant, unless exempt b}l the REGULATIIONS, or directives issued pursuant thereto. The CON SULTANT shall take such acilion with respect to any sub -consultant or pro( uramaril is the STATE , the A GEN C Y, or FHWA may c ircct as ai means of enforcing such provisions including sanctions for ricin-comp]iancei. Provided, however, that in ttei event a CCIN SUIJF11ANT becomes involved in, or is threatenad ith, litigation with a sub-( onsultant or supplier as a result of sucI direction, the CO' SULTANT may request the AGENCY enter into sticih litigations to protect the interests oflthe STATE and/or 1he AGENCY and, in addition, i f e C ON SULTA NT mai}{ request t tf e United Stalteis enter into such litigation to protacl de interests of 1 he United 91 ate s . Agreement Nu and eu: WSIDC T Form 144141891 EF Exhibit F F eivisied 104 4112C1114 Paigci 1 of 1 263 264 Exhibit G Certification Documents Dxh it in G 1 I la ) Exhi it G-10 Exhibit G -a Exhibit G 3 Exhibit G-4 Certificiation c f ConsLilta nt Certificiation c f i ily cif Tukwila Cert ifiaailion Regarding Debarment, Suspension and 0117 er Respcnisfti lity Matters - ryl Cove lied 1lransacif c ns Cc rl ifical ion hlegardi nig fir e Re s1 Bid ions of the L : e of Fe den 1 Funds for Lobbying Cc rl ifica 1e of Curre r.it C c st or Pr. cling E ata Atlreemenol 1\ urr iE er: WSIDC 71 Forn 14 al -x1851 ER Exhibit GI Flevisied 104ICV2(1114 Pas e1cif 11 265 E�ohibli1 G -1(a) Certification cit Conslu11ani I hereby certify 1lhait 1 aim the ante duly authorized nepreisentallivei of ilia firm cif ElargeirAEIAM Inc . whcisei ac c less is 333011 Ninth Avenues S., Suite 3(I(I, Fccenal Way, WA SPI(I(13 and that riaillh eiii 1Ih ei ah ova firm non 1 ha' e: a; Hmployac or retained far a c ammission, percentage, bnokaragei, contingent feci, or other aonisidematiion, ar.iy firm or person I cllhen than a bona f c ei Employee! working solcily far mei or thea abolia CONSULTANT) 10 solicit or secure this AGRHEMENII; i; Agreed, as an eixplrass ar impliad condition for obtaining this contract, to employ or retain the services of any firm or parson in connection with carrying out this AGREEMENT; or ci) Paid, oil agreed to pay, to any firm, organization or parson (other than a bona fide errplloyeei working solely far n a or thea above CONSULTANT) any fele, caritribullion, donation, or considcrat:ian of any kind fbr, or in aonnaation with, prom ring on carry ing out 1h is AGREE MEND; except as hareby expressly staled (if any); 1 acknowledge! that this certificate! is to ha fixrnishad to the City of Tukwila and the Faderall Highway Acministration, U.S. Department of Transportation in cionnaction with this AGRHEMENII inucllving participation of Heiceral- aid highway ftirics, and is suihjeict 10 applicable Stata aric Faderal laws, boil- criminal and civil. ElargeirABAM Inc. Consultant (Firm N arm) Signa tulle (Authaiiizeid Official al Consultant; Date Aglreem eno Tun her: WSIDC 11 Forir 146-61851 EF Exhibit G 266 Revised 1OV36V261114 Page 11 c f 1 Exhibit G-1 (b) Cert'11ica1ion c11 the City oflTukwila 1 hcmaby cieri ify that I am thea: ❑r ❑ Othcm of l thci , ar c ar i11s reprcisartat ive has not becir rcclt iced, diced 1y cir indiiilac111y ars an exprciss ar implicc cicir.lc itkir.l it conncictior.l with attaining ar carrylingl out this AGREEMENT to: a) Bmplciy or retain, or agreci to err ploy la rot air , ainy firm or flcrsarl; ar t; Pay, or agrea tc pay, to ainy firm, parson, ar organization, anN fea, contribution, darlaticrl, ar cicnsidcratior.l oflarN kind; cIxicepl as tareby exprcissly sllatcc (iflany): I acknowledge tN alt this certif. cater :Is tot e ft rnishad 1a the and the Federal Hlighway Administration, U.S. Department of Ilransportation, in connection with this A GRBIBMBNI1 involving pan icipaticr of Ikic oral- aid highway funds, and is sr; t ject to appl iciab ci State and Faderal laws, tclh ciliminal and civil. Signatui a Dale AgieeIrienil t umder: W SDC 1 Form 144851 EF Exhibit G Reivisied 10/361/2161114 Pao 11 of 1 267 Exhibit G-2 Celriification Regarding Debarment, SulslpeInslion and Other Relnonsibilily Ma tiers - FRrimary Covered Trarsiaclions 1. Thci prospective primary participant certifies to the best of :its knowlecge and belief, that :it and its principals: A. Ape ncil prciscinlly debarred, suispenced, proposed fcir debarme n1, declarcc ineligible, ar valuntamiIN e xciluded from cove re c transactions by any Fe c e ral department ail agency; H. Havci not within a throe! (21; year period preceding IF is proposal been convicled of or had a civil juicplme n1 rcinccred agaiir.isl them for ecmm:ission of frac or a trim nal offerise in aanncction wile ottaining, antmptiinpl to obtain, or perfarming a publics (Fe de ral, State, cr local; trar.isaatiiar.i or contract uric a public transaction; violation cif Federal cr Slate anti-lrusl statues ar eammiission of cmbezalement, theft, farplery, brit ery, falsif Galion cr destruction of records, making false staltcmeinl9, ar recce iving stolen plrcplerty; C. Area not presently inc ictcd frir or clherwise criminally ar ciN illy ehargcc by a gavcrnmcrital entity IlFederal, Statc, ar locial) with commissions of any aflthc offcnse9 enumeraled in paragraph (I )(I1) cif this cell ificalion; and D. Have nci will- in a th rue (13) year plcriod precluding lhis application /1 proposal hac once or mare public transactions IlFederal, Stale and locial) terminated fcir clause or default. 1I. Wlhe re thea prospective primary participant is unable to certify to anN of thci statements in thi;i ten ifiaalion, such prospealive pan iciiplant shall attach ani cigpllanalion 10 this prcipcisal. BcrgerABAM Inc. Cc nsuliani Rim F arr e) 9ignaiure (Auti crized Offlaial all Cc nsuhlanl) Date A gneerner t N u mH en: INSDOT Form 140699 EF G 268 REiviiseid 11G/31(41014 Pagel 1 of 1 Exhibit G-3 Cerlificaltion Regarding the Restrictions of the Use of Fled enal Flunds for Lobbying lIhe prospective participant codifies, Ey signing anc suEmitling this rid tui proposall, to the East ofl his or Far knowledge arc beliefs tFat: . Nci Federal appropriated funds hauei been plaiid tui will bci paid, by or on Eeihallflof the undersi€red, lc any person fiat- influent ing atlampting to influence ani officer or employee' of ainy Fedeuial aganicy, a MemE ear of Corigrass, are officer or emp oNeie cif)Congrciss, or airi}I employee cfla IM emboli of Congress in cionnacitioni with thea awarc ing oflany Feiceral contrail, thea making oflanNI Fedciral giant, the making) of anN Federal Jcian, thea adoring iirilo oflany coopciratiuei AGREE MEND, and the (pi tension, continuation, renewal, amendment, or modification of Federal conllracll, gpiant, :Ician or coopeliative AGREEMENT. 2. If any fLrlcs other than Federal appropriated funds have beim plaid or will) E ei paid 10 any pemscn fbr iiriflucinaing or attempting tci influence an officer or emplloyeci of any Fcic eraI agency, a Membcir of Congress, En officer or amp :IoNee of Congress, or an cmployaa cif a Mambo' of Congress in connelctiori with this Federal conlrac1I, gpiant, )loan or cooplematiue A GRHHMHNII, tle Lr.icersigncid sFal I cimpiale anc sLiEmit Stanc and Forma - LILLI, "Disalosure Farms la Replan fiat Eying," in act c rc ancei with its instruct ianis. Tlhis aeirtificatior.i is a matarial rapresentalion of fact upon which rat lance' was p acec when this transaction was mada or entared into. c ubm ission of this ciertif cation its a preraciLiisita for making or entering :into this transaction imposed by Section 13512, Tito .I], U.S. Codci. Any person who fails 10 fi ci ilha required ciertif cation shall Ea subjact to a civil Fara ofl not less than 911(1,000.(1(1, and ncil moue than $100,000.(1(1, fiat- each suciF failures. 1lhe pliospactive partiiaiplanit also agrees EN sLiFmillting his or her bid or proposall that Fe or she shall raquirci that the language of this certif cation ba :inciludeid in all llowar Mier suF-ciontracits, wF ich exaaec $100,000, and that all such sLiF-•1ieciiplienls shall cartifiy and cisalose accordingly. BelrgarA RAMI Inc. Clansullanl (Flirm Name; iclnaiuei (Alulharizec Official crl Clonsullanlj Dales Agreement Number: WSDOT Farm 14 0-0EI9 EF Ekt it 111 G FIev Iv c 11V3104 0114 Page 1cif11 269 Exhibit G-4 Cerlificate oftCurtant C ost cir Pricing Data This is to certify that, to tha best of my knclw lodge and I cal icaA the cost or pricing dada llas defined in selctiicln 2.101 of 1he Faccarall AagLisition RagILllailion IIFARI) and rcaquirac under FA Fl subsecllion 11401 -4) ILi nIiltllad, aithar actually clr by speaclific identification in writing, to tha Contracting Officear or to 1he Contracting Clffiaar's rcaprasantalivea in n.jjlclrl of SttandcarBavc./SW 27th 5t>leel B1ension * are aciclurata, coni flIe1 a, and currant as of 9,1/17 "* This clartiificlaticn includesthe aost or pricing data supportirlgl any advance AGRHEMENT's and fcrwaiic pricing) rata A GRHEM EN T's betwacan 11 r a c ffear c r and thea Gc varnmcar.lt 1 hat arca parr aft thea proposal). Firm: HargenABAM Inc. Micro Prasilcant Signalure Title Data of Execlulion" : *Iden i if}I the r reg <is al, qu ci atic,1 ec Iu st fur r ricin g adjustment ju ar tithe] sr 1 m issiar in volved , givir g tie aI pi apr iate id en I if}Iinp r umbel (e.g. I r eject 1 i11e.; **Insert 1 He day, rnion l h, anc ye as, w hen Trice r ego iatior is were ccma luc ed and pr ice ACRE EMEN T w as l each( d. **'11r sett the day, march, arid yeas, of sig nirl, wHiah should He as close al piacIicable to I dale wh(n 1He price niegoIialions we]e cun(Iudec and I coritracI plica was agreed lo. A€ineerriennl Number: WSDC T Form 146141891 EF Exhibit G 270 Flevisaed 104 av261114 Pagel 11 of 1 Exhibit H Liability Insurance Increa s e To Be Used C my l f Insurance lllequ into eints A res I nicmeiaseicl 111.e piiofessional liability limit of the CCINSULfIIANT to 11-aAGFINCYI identified in Suction XII, Lie ga1 Relaticiris arse lnsuraricie cif this Agreame n1 :is an ended to The CONSULTANT shall provides Aiiofessional Liability insurance with minimum per ocicurrancei limits in 11-e amount cif $ Such insurance coverage stall be ev:icunciad by cir.ie cif the following metNocs: • Certificate to cif Insurancie'. • Self-inst. lance through an irrevocable' Llatilar cif Credit from a qualified financial institutiiar.i. Sclf-insurancia througih dociun-antation of a sepaiiata fund astabllisLed axcIN for the payment cif riiafessional lig il:ily claims, inc IL ing claim amounts already iieserved against the Ririe, safbguarc s estat lished fbr payment from 11-e fund, a oafl}I of the latest annual financial statements, and c iscilosure of the invcisthent portfolio for those funds. Shou:Ic thea m inimum Arofessiona:I LliabilitNI insurancie lin- it required by the AGENCY] as specifier atove exceed 1 million per owl. nienca or the values of the contract, whichavar is greater, then justifiaatiar.i shall tel sLIE mitled to de Her oral Highway Acministratian (FHWIA) fail aflfInn al to increase' the minimum insurancie limit. llf FHWIA approval is obtained, diet AGENCY! may, at its awn cost, reimburse the CONSULTANT for the ac c itior.ial professional liability insurance required. Notes: C est of added insurance rciquirem eints: Inc• Jude all costs, fee increase, premium s. • Tlhis cost shall ncil be billed against an FFI WA fundic project. • Heir f nal eiontraats, include this exhibit. Ni IA Aweenient N umt en: WSDC 11 Form 14(1-(18111 EF E.hibit hl Reivisied 10/3(11014 Pagel 1 of 1 271 272 Exhibit I Alleged Consultant Design Error Procedures llhe purpose afl this exhiit it is lc establish a prciciedurei to deileirmiir.ie if a cicirisultanl's alleged c''sign eirrar is cif a nature that exceeds the accepted staricard afleaerea. In addition, i11 will eisilabhish a uniform method far lhci resolution and, all cicis4 recovery procedures in those instances wt ere the agency believes it has suffered some material damages due to the alleged eirrcir by the cIonsu Itar.it. Steep 1 Potential Clcinsudtarit Design Error(s) is Identified tN Agency's Project Manager At the f rst irk ical ion ceflpoteintiad aonsu Itar.'t c''sign cirror(s;,1he first step in the process is for tt e' Agency': prajecIl rr anagen' to not:ifi, the Dirciater of Publics \kirks ar Agency Engineer regarding the peleritial c es ign eirror(s; . For federally funded projects, the Region I octal Pi'oglrams Engineer shoulc be infbrmcic anc involvcic in these proce'cure's. (Nate: The Director aflPubliici \kirks orAgeirnciy Engineer may appoint an agenc'}I staff person cilher than the project manager, who tas no11 been as dire'e't:]NI invicelved in the project, to t e' responsible far the rem ainiing steep: in these proceec u res.) Star' 2 Project Manager Daauments 11E a Al leged Clons char it Dees ign Ernor(s) A fier c isceussicere of the alleged design error(s; avec the magnitude afltlie alleged eerror(s;, and with the Director oflPutlie Works or Agency Engine'er's c'on'c'urrenc'e, the project manager obtains more detailed documentation than is normial:INI required an the' projeecil. Example's include: all dcecisians and desaripticens of work; photographs, re'c'ords of labor, materials and equipment. Stegl 3 Contact the Com ultant Regarding the A Mimed Design Er ror Ids) If it is determined ihat themes is a nee'c to proce'e'd fiurlher, the n'e'xt siep in the process is for the proje'ci manager to c'ontac't the consultant regarc ing 111-e' al le'ged cesign error(s; arc the magnitu'ce' of the allege'c e'rrar(s). The project manager and other appropriate agency staff should represent the' agency anc the consultant stau ld be represented by their project manager and any personnel (including sut-cconsultants) deemed appropriate for the alleged design error(s; issue. Step 4 Attempt to Resolve' Alleged Design Error with Consultant After the meeting( s) with the consullant have been completed ce'garding 11te' consultard's alle'gc'c design e'rrer(s), there are three possible sce'n'arios: • It is de'te'rmined via mutual agre'e'mcrd stat there is not a consultant ce'sign e'rror(s;. lflthis is the' case, den tt e' process wi I l not proce'e'd t e yonc this point. • It is &teermined via muiu'a1 agre'e'mcrd that a consultant cosign error(s; oc'c'urred. Iflthis is the case, thein 11t e' Director of Public Works or Agency Er'8ineem, or their representatives, negotiate settlement with the censullant. llhe se'ttleme'nt would be paic to the agency cu' de amount would Eel reduced fi'c'm tt e c'or'sullant's agre'eme'nt with the agenc'}I for the se'rvice's on the proje'c't in which the cesiglr' emu - tee k rrorto'o'k place. llhe agenc}I is 10 prcivide LP, ttrc'uglt the Region Local Programs Engineer, a summary of the se'ttleme'nt for review anc to make' adjustments, ifIany, as to how the settlement affects federal reimbursements. No further act en is required. • There is not a mutual agreement regarc ing 1he allleged consullant design error(s). The consultant ma}I request tt at the alleged design error(s) issue be forwarded to the Director eflPut 1 is Wbrks ar Agency Engineer for rel, iew. Iflthe Dire'c'tor c'flPuElico Wbrks erAgency Hr.'glinecm, after review with their legal counsel, is not able 10 reach mutual agree'menl with the cor'sulltanl, proceed 10 Steefl 5. A€peerrertNumHei: WSIDI011 Fc'rm 141-0851EF Exhibit I Flevissed 10/13CV2C11 A Paige 1 of 21 273 Step 51 F arw and Dociun (11 is to Lou 1 Plrograimis For fedcirall1y fundcic projects all available inifcirmation, inc luding costs, stcit Id bei forwarceid tNreitgt lire Regicini Lcical Piogpiams Engineaer to LIP for thein! rciview arid ccirisulllallion with abet FHWA. LP will meat with representatives cif the alglenc y and the consultant to relviciw the alleged design error(s), amid atilampt to finc a resolution lo lha issuci. If ncicessary, L P will relqueasl assistancci from the Atkin -ley General's Offiicei for legal intcIrplretallion. LP will ansa is eantify how thea allci8ad error(s; alffec iIs eligibility of ppajecl acids for faderall laeimr Lilascmenhl. • If mutual agreement is laaaahed, the agency and consultant ad'ust thea saope of work and casts 1ci reflect thea agrcaad up cin resolution. LEI, inconsLiltalion with FH WA, will idcanlify thci aimaLiral cif fedcmal participatiani in the agreed Lipari rcaso:lution cif tFea issuca. If mutual agrcaamcrd is not reached, ticl alglency and aonsultant may saek scattlemear.it Ey arbitration ar by litigation. A greemenl Nt rriber: WSCIOT Fc rm 14 0-0t9 EIF EIxilillial / 274 Alev:sca 10/310/:1014 Paagc c f 2 Cons Exhibit J ultant Claim Praced ures llhe purpose of tN is exh:it it is to de scribe a pnaciedure re garding claim(s) an al aarisu:llant agreemciri1.11he fbl:lowing proccic ures should only bei utilized on cions ]]faint claims grcIate r tN an $1,000. If 1 he const ltant's claim (1s; arcs a total of 111,000 cu' less, it would not Eel ciclsl ciffeal ivci to proccieid 1N 1IcILigh elf a cit 11 iniad steeps. 11 is st goeisled 1N at thci Dircicitor ofl Flubl ice Works or AgenuN Enginecu' ncIgclliale ai fair and reasonable fp'ice for 1he consultant's claim(s) that total 111,000 cir less. TN is cin F ibiil will outlines thci proaeidures la bei followed by the consonant and the agency 10 cions eider a potential claim Ey the' consultant. Step 1 Con! ultant Hilo a Claim with de Agency Pnojecit Manages loth(' aarisultant deilerminas that the }I were requcisted la pcirfbrm additional services iFat were outsides oflthe a8neiemant's sciope afl work, thci maty be ant itlled 10 a claim. TNe first step That must be campleiled is thea reagtast far considcu'ation oflthci claim to thci Agency's project manager. Thu aansultalnt's claim must outline the folic'w:irigl: • Stmmalion afl hours by classification for each firm ]hail is incllLiced in the claim; • Ariy aarrespondericie that diiiiaciled the consultant to perform the additianad work; • Timcifiamc' of 1he addilllona] work 1N at was outside' of the project sciope; • Summary of c irec t labor c allays, c'Ni erhead costs, profit and reiml t rsat le costs assoc iatac with tN e' ac c itiiorial work; anc • Flxplanalion as to why the' aarisulltanl be limes thci acc itiorial work was oullsida aflthe' agreement scope' of work. Step 2 lllevie'vW by Agency Pf'rs emnel lieganding de Consultant's Claim ton Additional Compensation After the' consultant has comp :letc'c step 11, thci next stcIf1 in thci proaass is 10 fbrward the'requcist to the Agency's project manager. llhe projeet manager will review the ciansultanl's claim and will] melt with the Director of Flublici Works cir Agency Flr.iglinec'r to deilarmiiria if 11Ne Aglency agrees with the' claim. Iflthe' FH WA is participating in the pnojeieit's finding, forward a copy of the consultant's claim anc the AganciN's recommendation fk'r federal participation in thci claim to the' WIS DOT Local Programs tN rough the Region Llocal Programs Hnginc'er. If thea claim is not aligliblc' for fbderad participation, FIaymcmd will niecic to be from agency funds. 'fitful Age nciy project manager, Direct on of Public Works or Agency Hng;inaer, WSDOT Ilocial Programs (if applicable:, and FHIWA (iflappliaa1lc'; agree with const Rani 's claim, send a request memo, inch c ing E ackup c aciumc'nlation tci the aorisultanl la ciithcir st flfllemant the agreement, cir cre ate a new algae me rd Mr the' claim. Afiler thc'requc'si has beeri approve c,1he Agency shall wr le the stppllement andbr naw agreement and pay 1he cions Rant the mot n1 oflthc' c' aim. Irifbrm 1hci consonant thal 11Ne final payment for the ogre c mend is subject to audit . IN o furca e r aicitiiari in nee c ad regarding i N a claim procedure s . lflthe Ageing doe's not agree with thci ciansuhant's e' aim, proceed to step :1 oflthe procedures. A 8reemen1 Nt m ber: IMSCIOT Farm 1140-OE9 EF Elziiitli'1 J Remised 11CV31041014 Page 1 ail 275 Step 3 Preoflairation of Suppoit Documentation Rle€lairding Ccinsultant's Claim (s) if tl e A ge ncy c cies not agree with di e con; ulltanl's c laim, the project manager sl all prepare a summary fcir i11 -e Director of Publics Works cirAge nay Bri€fineer at included the fol:lciwin€I: Copy of information supplied by 1he consultant iiagarding tl-e cilaim; ▪ Agency's summation of hours by claissificaticm for each frm That skitld ba Tnciludac :iri'11'.e claim; • A ri}f correisponde nose thail dire ctad 1he consultant to pe rform the addil ional work; • A €fancy's summary of dire ail :lakor dal lars, ovcirl.. cad costs, prof 1 air c reimbursable! cosi; aiscciaied with the additional work; • Explanal ion regarding those areas in w1' ich the A genoN dosis/c cos not agree wits t1' e consultant's c anvils); • Explanailion 10 dcserike what 1•. as been ir.isilitu1ad 10 preclude fuiLlla cionsultaniI claim (s;; and • Reccimmancatians 10 ra:(illve the caaim. Step 4 Director of Public World or Agency Engineer RlaNiews Consultant Claim ana Agency Documentation Tha Director of Public! Works arAgency Finginear shall rcuiew and a dmini:lnativaly approves cm disapprove tha claim, or pod ions tfareof, whic1- may inc ludo gattiin€IAgency Council or Commission appraual (las aflfl rapriata i10 agancy c isrIule iiasalution procedures). If 1he proje ct involves federal participation, obtain concurrence from Vv SDOTI Lacall Programa: and FHVVA ragarding final set111emiant of the claim. If the claim is r.iat aliigible for federal pad ieipalion, payment will nead tci be from agancy funds. Step 51 informing Consultant cif Decision Regarding the Claim Tll a Diractar of Public Works ar Agency Bri€fineeui shaall ncilify Iain mailing) the consultant of lheiir final decision nagarding the ccrosullant's claim (s;. lir cluck' tha final dollar amaunl oflthe ac ceptad elaimil�s; anis railionale Lti:lizec for the cacisian. Step 6 Rneparaticm of Supplely emit or New Agreem emit for the Consultant's CI aim Tha agancy s1' ala wmitci tha supple mem anc ibr new agrcamant and pay ilia consultant t1- a aimot r.it of 1he c laim. lnfkirm tha cansultanl ti at the f nal payment for 11 e agree ment is subjact to auc it. A giceemenit Nu mil en: WSOIC T Form 140-013ISI EF hibrlI J 276 Rleivi:ieid 11CV3CV IO14 Paigei el cif iI City of Tukwila City Council Transportation & Infrastructure Committee TRANSPORTATION & INFRASTRUCTURE COMMITTEE Meeting Minutes September 12, 2017 - 5:30 p.m. - Foster Conference Room, 6300 Building 40 Councilmembers: Kate Kruller, Chair; Joe Duffie, De'Sean Quinn Staff: Bob Giberson, Robin Tischmak, Pat Brodin, Gail Labanara, Steve Carstens, Mike Perfetti, Laurel Humphrey Guest: Todd Smith, resident .4111° CALL TO ORDER: Chair Kruller called the meeting to order at 5:30 p.m. I. PRESENTATIONS II. BUSINESS AGENDA A. Consultant Agreement: GIS Inventory of the Water System Staff is seeking Council approval of a contract with David Evans and Associates, Inc. in the amount of $59,916.03 for a GIS inventory of the Tukwila Water System. DEA was selected from five firms evaluated and have completed other projects in the City. GIS data will allow the City to develop an asset management plan. UNANIMOUS APPROVAL. FORWARD TO SEPTEMBER 18, 2017 REGULAR CONSENT AGENDA. B. Grant Application: TUK/TOD Pedestrian Improvements Staff is seeking Committee approval to submit a grant application to the PSRC Transportation Alternatives Program for $725,000 for the TUKC/TOD Pedestrian Improvements Project. If awarded, this project will construct approximately 700 feet of additional improvements to the Green River Trail including widening and illumination. A 13.5% City match, or $113,000, would be programmed in the CIP during the next budget cycle. UNANIMOUS APPROVAL. C. Consultant Agreement: Strander Boulevard Extension Phase 3 Staff is seeking Council approval of a consultant contract with Berger ABAM in the amount of $4,147,328.00 for design services for the Strander Boulevard Extension Phase 3 Project. Berger ABAM was selected from two firms that responded to the Request for Qualifications. This contract is under the budgeted amount of $4,147,328. It is expected that completion of the design of the project will position the City favorably when applying for federal funding. UNANIMOUS APPROVAL. FORWARD TO SEPTEMBER 18, 2017 REGULAR CONSENT AGENDA. 277