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Home My WebLink AboutPW17-267 - Original - Road Construction Northwest, Inc. - Lake Meridian Estates Storm Drainage Repair - 08/24/2017 • � aRecords Manage' rne- 'n' " '"'t KENT Am Document CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. 'vendor Name: Road Construction Northwest, Inc. Vendor dumber: JD Edwards Number Contract Dumber: ' This is assigned by City Clerk's office Project Name: Lake Meridian Estates Storm [drainage Repair Description: 0 Interlocal Agreement 0 Change Order 0 Amendment 0 Contract El Other: Contract Effective Date: Nate of the Mayor's signature Termination Gate: 20workingdays Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Richard Schleicher Department: Engineering Contract Amount: $307,230.00 Approval Authority: (CIRCLE ONE) Department Director Mayer City C ( —ounci)- Detail: (i.e. address, location, parcel nuimber, tax id, etc.): The project consists of installing approximately g linear feet of 24 storm drain pipe and --1 .... . ..... ...... .. _ appurtenances removal Qf existing storm drain, removai of accumuMate�` sedi�men at ter ra pipe outfalls into Lake Meridian, and surface restoration.. As of: 08/2.7/14 » : » < ?*d d < : y�?«° � ?« : +» » � : ; f ; * # d � » «: + �� \ram� \\� <� « \ �\�: < w� / � m � « } /\ �� . \ ~\ �: \\ �: \ � «\�< } � a , �»� » � \ § \ ,� , \ \ - % B ° i � � � ®� ° # � ^ - < ; � ■ »* . . .Jy: ®: « ` \ y%: �. � \ . $ < < . 2t . . , . y \ & � . 4 • : � a . l � ® � . 2, . . < . � < , > � �<p- w < , »<■ � < � . a »$ t� < f < . ,� ; ° «* � . : § � ! , � $ ! Public Works Administration Timothy I LaPorte, P.E. Public Works Director 400 400 West Gowe FE_iN T Kent, WA 98032 Fax: 253-856-6500 CITY OF KENT PHONE: 253-856-5500 KING COUNTY, WASHINGTON Lake Meridian Estates Storm Drainage Repair Project Nu ber.- 16-3017 ADDENDUM No. I July 14, 2017 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CliANGES ARE REFLECTED IN RED I_- KENT SPECIAL PROVISIONS Page 1-6 - Section 1-02.6 - Preparation of Proposal ADD the follow ng description: The City hereby invites all Contractors to a non-mandatory, on-site pre-bid meeting on Tuesday July 18th, 2017 from 1:30 PM to 2:30 PM. The meeting will commence immediately adjacent to CB-4 as shown on sheet 4 of the bid set plans, coordinates N: 137648,79, E: 13101966.82., The property address is 25739 135th Ave SE #2, Kent, WA 98042. END OF ADDENDUM No. I -7 q11 7 Chad Bieren, P.E. Date Deputy Director/City Engineer 0 C!, 0 VAYCR SUZETTE CC OKE City of Kent Public Works Department PUBLIC WORKS DEPARTMENT Tdmothy 3, LaPorte, P.F. Public Works Director 400 West Lowe Kent, WA 98032 KENT Fax: 253-856-6500 PHONE: 253-856-550�O CITY OF KENT KING COUNTY, WASHINGTON Lake Meridian Estates Storm Drainage Repair Project Number: 16-3017 ADDENDUM No. 2 July 21, 2017 FROM: The Office of the City/ Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal a!nd Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED IN RED I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement pages 6 - 12 of the Bidder's Document. Bidders MMg use the replacement pages. SCHEDULE IV - STORM ITEM SECTION APPROX. ITEM UNIT TOTAL NOS . NO. _!RUANTITY PRICE AMOUNT 4+00 475 4 sw fOR4GE A66"fff- fle� 4100 7-11.5 1 Dewaterin!g of 24" Ductile $10,000.,00 $10, 0.00 KSP FORCE Iron Storm, Train 'Trench > ACCOUNT' Per FA 0 c!, *Common price to all C bidders 0 MAYOR SUZETTE COOKE City of Kent Public Works Department 4105 7-1.0.5 1 Stormwater Outfall $20,000. $20,000.00 1(sp, FORCE Isolation 00* ACCOUNT Per FA *CoFni-non, price to all bidde,rs SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7055 8-01.5 1 Erosion/Water Pollution . 5-,GGG-tGO WSDOT FORCE Control $10,000.00 ACCOUNT $10,000.00, Per FA *Common price to all bidders 7085 8-01.5 1 Baker Tank $10,000.00 $1,0,000.00 KSP FORCE ACCOUNT Per FA *Cornmoin price to all bidders II - CONTRACT Page 28 - Contract REVISE the following section: Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within twenty (20) working days. III - KENT SPECIAL PROVISIONS Page 1-9 - Section 1-05.5(2) REVISE this section by cle8eting sub-section 1,2, and 3, and the last two paragraphs as follows,. The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: , ........ enterlirr.e....:finisl' ra fog ge� aiers ri - I -feels--a5---set---f -iri_...Secti n 1- . 7 su-bs ei:i,or .,. ; aid 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization "outer=u�ete-str4s-s-lai"i--" e "rldtwu-�-�u.��=.b-. �� ce -terl ire-st- n al-ley cos s:r e ion-} s et with liner--gra le } aigges;--.,L-ie rigineer..,s ell-pr=oxide Page 1-9 - Section 1-05.5(3) REVISE this section by deleting it in its entirety. act=er=- - }4--t t'aJ-n .as.... -.-f.),a rt--e rate t r. ti t m a-t -T-th . p --d - �, T-- e ...eem- l'ete--t-4e strue tur-(--, c-egt-t4:i-e f le d-jr-i -pi=if- a y--su-r= ey eo-�trei...whic-"-W-ire prev+d edr t).y._. ity-, -2-. U p-t " e n c-h m, -H -i r=u c ar-5 P-r r m sty"-to tie wor�.k:.._a.r try,th, pity- h or-.i..zeatat and-..-veit4 ent- f the-City- a irk II } iti +ru tl f }� �iec-torn . ..R.... ........Stationing ----- - foot :1....fe" t e n u wed-ass-ca�f-tE� erf _tE�e� �reter- -hafi_-�=�=� {�-c - �� E i r1 t,4 E.u.a ri-tA - it[-ij n. . .� Page 1-11 ..,. Section 1-05.5(5) REVISE this section by deleting sub-sections 1, 2, 4, 5, 5, 7, 8, 9, and 10. 1. -5--foot '- er-e-ne ed-. 2,M ............Rou l -t-h-e ee19 iti uetfe-n- efit e ri.i.ne--ef-s t-re,e,t--;-at 9- ey t --feg-iM+ir-e d- ( -f u ere l v ns--reg u i re- i n tef=r -i -te-mot e--es_- -{ g er-t ieu I e w-i-v,ea;--th e-- -ty w{li-pr<)-vi e--st-ak-n- e.f-gale ef-i=i-tefzvals- _- nc setatti nt ry cut-a -fi t-a-kes wilt..-. e--se -r=--te-- e k_d-.-G-ne et--ef-secendsry.fin -t-g-r-ade eut--ai:i-64H4-stakes 5. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness, e i i"ita r y"" e c r s.......-Two- �it�ar�i l 1 stales� r ea e oaf r eEc�a i t i ri wi{I e set-a r=e ri t e ffse� e tE e oetitei of fte sli=idreture-.--Afte-i= ii"�ista9Etie --be;kfiii -rover i.Ei.--��e-e=l �,�ol�ed�fo-ram-eon-reetric�ss-: 5. ati-iri e se 1. of i i rre stak:-es..._w fc e t 4t-ier t fi .M.._t + ee-eh-- -E-ve, h-yd�n-t4ee ...tfr(".._ i=lic taw Ei t ie iise-ei-t ...of:a i .t...of f-"4 s I(a p,c-e- a feet- t4ge"i ai�eosw;.pst�f�esTiali•f� �__sit--a-t- -n-, p �=rr{�r�fate--of � -�tc�---the star:= .r��i a-ilow-fern-..ti=�e-pr�eserv��tion-ir�f.sar�f-effsr�t-s._:tl�i-roi�if�-tf -�-a=rru�f�-. -i-ac4ie-, f"�-asp.--fri i xie ss r y t ..i er dale--i.he 7- — urfs_.a.i-i-d--Gutters__-ire s� irrnf....giittei w,. g de seta. r��+~i~a��offet�� d. .� •-feet,° w= aE�;_E�e�i.i ~I~r� rid--f�oii-�-t-s-- i�v f oints...t-e-e t blis-I-i. prc� .eF a.ifg ...e-nt= E? rs M cE i-seW. ie set�rf fire ,rstr ie; tcr+ins- iif bit Pori - iire.R.... t..n tlanr� � t this:fdo iirti-r - -nd-right-_ f....e . -r-ec=ien--- fie -thy tr r rti�rr ti n ... i l 1-be tat - r i ~.w ter-din t tirar . µery frrriw= tia r aetrf al iratir -mart -- rr Reber e of:...t.i tic r i t ee;. adc4�ti n i e ease f ..th.,� Gefitfa ter Pace 1-12 — Section 1-05.8 REVISE this section as follows. It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities, A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Re-adw.a.y-gr adinc +. . .I.. O {i ea.l....feet-of--eenter4rie Storm or sanitary sewer Approximately 8-10 structures a°t '......0 k ---,..-..,--- f rr'r"r rl r +f p-ip—e Gtfr -a+�d g utte-r.......... t- { --a- 141-t ear i r i at r ....... ...A#pr exir at,-e4y 1 -20strac��+res Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 8+00 to 8+00 is 500 lineal feet in length. There m,ay be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. Page 5-3 -- Section 5-04.3 — Construction Requirements ADD the following new section; SECTION - .3 IS- SUPPLEMENTED BY HE FOLLOWING NEW SECTION: 5-04,.3(9)A Survey of Existing Pavenient Surface The Contractor shall shoot or otherwise obtain aind rnaintain elevations of the existing centerline and edge of pavement in 25 foot intervals where pavement restoration is shown on the plans. The Contractor shall be responsible, for placing new pavement back at existing grade elevations upon completion of the project. Page 7-1 — Section 7-04.3(1)A — General REVISE the construction requirements as follows: ex4stiiit-24 ° f ,p"er-,p-en,dicular t o th vvjtl�ifl-t-hc--ea-f'-'t-hef-i-er-ffb.aftki-flent -T-h-&-s#ee-t-shall-be rive-n-befew-the 4e,we4.,--pe+4-ef-t-r- em:f vatien-far--,,tefN r i n---rep l a eemertt-, f -ii -Nar-tiiatly f e-4 te--tf�e-[a-ke7--SA-e ,t-h,el-C-;of ft-r-'C r-e! 31(-" 14-Fe e 4 L 4n-ata 1-a-44+k.-k-ef--4ee4 'trf).rr Rie;"� the sheel- aH,-4 s4q-eet at-fTe-'(Z in a h e k-- gfe554aw-FH mii7tedfatety-west-ef H-s ee p u Fe-[e-a-se-ef tur-bid the the-tre-Reh-a- nd the-f-ina42 feet Gost- ---SewjgL Uli -24-4fiiiawn All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. Page 7-8 ADD the following new section: 7-:10 STORMWATER OUTFALL ISOLATION SECTION 7-10, OF WSDOT SPECIFICA TIONS IS DELETED AND REPLACED WITH' THE FOLLOWING: 7- .I Description This, work consists of creating an approved physical barrier between the existing 24" CMP outfall at station 102+66 and water in Lake Meridian, in order to allow for removal of the existing pipe and replacement with new ductile iron pipe per project plans, and specifications. 7-10.2 Materials Materials may consist of, but are not limited to, steel sheets, temporary wood structures, waiter bladders, etc. No type of earthen material will be all':owed. Examples of earthen material include but are not limited to: ballast, sandbags, crushed rock, fine sediments, etc. 7-10.3 Construction Requirements Outfall isolation shall be accomplished in, a manner that will prevent lake water from directly entering the pipe zone so that storm drain can be installed in accordance with the project plans and specifications, ® Measurement In accordance with section 1-09.6. 7-10.5 Payment Per "Force Account", Page 7-8 ADD the following new section: 7-11 DE WATERING OF 24" DUCTILE IRON STORM DRAIN: TRENCH SECTION 7-11 OF WS T SPECIFICATIONS IS DELETED AND REPLACED WITH THE FOLLOWING; 7-11.1 escription This work consists of removing groundwater from the 24 inch ductile iron storm drain trench and pumping water to a treatment facility. See section 7-08 for purnping requirements. 7-11.2 Vacant 7-11.3 Construction Requirements Work shall consist of excavating a smaH pit below the pipe zone then placing and operating a submersible pump. The purnp shall be capable of drawing down the water table below and adjacent to the pipe zone so that new 24 inch ductile iron storm pipe can be installed in accordance with the project plans, specffications, and typical sections. 7-11.4 Measurement In accordance with section 1-09.7', 7-11.5 Payment Per "Force Account", Page 8-7 — Section 8-01.5 — Payment ADD the following new pay item description: The unit contract price per force account for, "Baker Tank" constitutes complete compensation for ail labor, rnateriials, tools, supplies, and equipment necessary to provide, operate, maintain, and remove the baker tank for storm,water storage, treament and disposal, Stor-rnwater disposal shall be in accordance with DOT section 8-01,3(1)C1 IDisposal of Dewateriing Water, Page 8-9 - Section 8-04.3(1) REVISE the construction requirements as follows: lr�e-eu-r-d,.. - - -ttr....:fiw iiu+e is di -f-urn fine -tip .. -a+ --r- �-a -it- �•th-- -n ��- ;:-= - reti- _ �' ..a��:��b�_. �...eat The Contractor shall shoot or otherwise obtain and maintain elevations of existing top of curb and flow-line at 10 foot intervals and construct new curb to match existing eu.urd elevations, IV - APPENDICES ADD Appendix A-2 - Pre-Bid Meeting Summary Nukes V - PLANS REPLACE typical section Aran sheet 5 with the attached. END OF ADDENDUM No. 2 4Cad Bid n, P.E. D to Attachments: Proposal Pages: 6-12 Appendix A-2: Pre-Sid fleeting Summary Notes Plans: Typical Section A - Sheet 5 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per LS i 1010 2-02.5 260 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1030 2-02.5 50 Remove Cement Concrete KSP LN FT Extruded Curb Per LF 1050 2-02.5 210 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 1060 2-03.5 250 Roadway Excavation Incl. $ $ WSDOT CU YDS Haul Per CY i i 1070 2-12.5 20 Geotextile Fabric, Woven $ $ KSP SQ YDS Per SY 1085 4-04.5 30 Crushed Surfacing Base $ $ WSDOT TONS Course, 1-1/4 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 18 Commercial HMA, PG 64-22 $ $ KSP TONS Per TON 1210 8-04.5 50 Cement Concrete Traffic Curb $ $ KSP LN FT Per LF 1355 1-04.4(1) 1 Minor Changes $20,000.00* $20,000.00 WSDOT CALC Per CALC *Common price to all bidders Lk Meridian Estates Storm Drainage Repair/Schleicher 6 July 21, 2017 Project Number: 16-3017 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT I I Sub Total $ 10% WA State Sales Tax $ Schedule I Total $ i Lk Meridian Estates Storm Drainage Repair/Schleicher 7 July 21, 2017 Project Number: 16-3017 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4025 7-04.5 210 Solid Wall PVC Storm Sewer $ $ WSDOT LN FT Pipe, 24 In. Siam, Per LF 4030 7-04.5 58 Ductile Iron Storm Sewer $ KSP LN FF Pipe, Cl. 52, 24 In. Diam, Per LF 4085 7-05.5 5 Catch Basin, Type 2 $ $ KSP EACH 48 Inch Diameter Per EA 4090 7-08.5 4 Plugging Existing Pipe $ $ WSDOT EACH Per EA 4095 7-05.5 1 Adjust Manhole $ $ WSDOT EACH Per EA 4+W 475 -1 Eimess-Sedioltent-44emwm4 *89-,000-4OG *801000-.00 sw f-GRGEZ A Pet--11ZA 4100 7-11.5 1 Dewatering of 24" Ductile $10,000.00 $,10,0!00.00 1(sp FORCE Iron for Drain 'TTench ACCOUNT Per FA *Common price to all bidders 4105 7-10.5 1 Sto er Outfall $20,0010.00 $20,000.00 KSP FORCE isolation ACCOUNT Per FA *Common, price to all bidders 4145 2-02.5 1 Remove Existing Catch Basin $ $ KSP EACH or Manhole Per EA 4150 2-09,5 2,000 Shoring or Extra Excavation $ $ WSDOT SQ FT Class B Per SF Lk Meridian Estates Storm Drainage Repair/Schleicher 8 July 21, 2017 Project Number: 16-3017 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT I 4160 8-15.5 10 Mechanically Embedded $ $ KSP TONS Riprap Per TON 4165 7-08.5 4 Concrete Collar $ $ KSP EACH Per EA 4170 7-08.5 475 Gravel Backfill for Pipe Zone $ $ WSDOT TONS Bedding Per TON 4180 7-08.5 45 Pipe Zone Bedding $ $ KSP TONS Per TON I Sub Total $ 10% WA State Sales Tax $ Schedule IV Total $ Lk Meridian Estates Storm Drainage Repair/Schleicher 9 July 21, 2017 Project Number: 16-3017 SCHEDULE V -- TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5(1) 1 Project Temporary Traffic $ $ WSDOT LUMP SUM Control Per LS i 5075 8-22.5 150 Red Edge-Line Paint Stripe $ $ KSP LN FT Per LF Sub Total $ 10% WA State Sales Tax $ Schedule V Total $ Lk Meridian Estates Storm Drainage Repair/Schleicher 10 July 21, 2017 Project Number: 16-3017 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5 .25 Seeding, Fertilizing, and $ KSP ACRE Mulching Per AC 7010 8-01.5 15 Inlet Protection $ $ KSP EACH Per EA 7015 8-01.5 30 Street Sweeper $ $ WSDOT HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution 07""" *51-GOO-IOG WSDOT FORCE Control' $10,000.00 $10,000.00 ACCOUNT *Common price to all bidders Per FA 7060 8-01,5 2 Turbidity Curtain $ $ KSP EACH Per EA 7070 8-01,5 300 Wattles $ $ WSDOT LN FT Per LF 7080 8-0,1.5 50 Biodegradable Erosion Control $ $ WSDOT SCE YDS Matting Per SY 7085 8-01.5 1 Baker Tank $10,0010.010 $10,000.00 KSP FORCE ACCOUNT *Common price to all bidders Per FA Sub Total $ 10% WA State Sales Tax $ Schedule IV Total $ Lk Meridian Estates Storm Drainage Repair/Schleicher 11 July 21, 2017 Project Number: 16-3017 BID SUMMARY Schedule I Schedule IV Schedule V Schedule VII TOTAL BID AMOUNT Lk Meridian Estates Storm Drainage Repair/Schleicher 12 July 21, 2017 Project Number: 16-3017 I Lake Meridian Estates Outfall Repair (16-3017) Pre-Bid Meeting - July 18, 2017 Summary Notes Meeting Attendees: Richard Schleicher (City of Kent), Taj Schade (City of Kent), River Devine (City of Kent), Mel Southworth (Southworth and Sons), Gordon 3uhl (Fenix Earthworks LLC), Brandon Myers (Northwest Cascade). Location: Lake Meridian Estates Mobile Home Community at proposed catch basin #4, located adjacent to the existing sinkhole and storm drainage outfall into Lake Meridian. Summary Notes: Introductions/Sign-In: • The meeting commenced promptly at 1:30 PM as scheduled and attendees introduced themselves. The attendees are listed above. Richard Schleicher (RS) led the meeting and introduced himself as project engineer. RS mentioned that this meeting was called to observe site conditions and take input from contractors on the proposed work. RS mentioned the engineer of record, Alex Murillo, will make the final call regarding any changes to the plans and specifications that may result out of this meeting. Site Conditions/Vegetation/Erosion Control: • Site conditions were observed. Dense lily pads were noted at the storm drain pipe outfall and the planned location for turbidity curtains. Force Account for Excess Sediment Removal to be deleted via addendum: • RS mentioned the city was not able to obtain permits to excavate sediment out of the small bay on the north shore of Lake Meridian. This work will be deleted via addendum. Baker Tank Force Account: • RS mentioned the city intends to add a force account item to the proposal sheet for a baker tank. Lake Meridian Estates Pre-Bid Meeting Notes:7/18/17 Page 1 of 3 i Private Community, Easements on Plan, Track In/Out Within Easement Areas: I • RS mentioned this is a private community; therefore easements have been secured and are shown on the plan. The contractor is to contain movements within the easements shown on the plans. Off-site Tributary Stormwater Flows: • Off-site flows were discussed. Stormwater runoff from the watershed to the north drains through the Lake Meridian Estates property and into Lake j Meridian. Anticipated Schedule: • RS discussed the anticipated schedule as follows: Bids open 7/25, city council award 8/1, notice of council award to contractor 8/4, contractor submits proper bonds, insurance, affidavits, etc., to city by 8/18, legal review and mayor signature 9/1, assuming no deficient submittals then pre-construction meeting week of 9/4, notice to proceed construction activities 9/11). RS mentioned he does not anticipate an expedited schedule that would allow for work before 9/11. Considerations to Simplify Stormwater Outfall Isolation: RS mentioned the city got more involved in means and methods of outfall isolation than desired due to outside agency regulations. RS asked contractors to provide input on outfall isolation bid method. General consensus was that the city should describe what is not acceptable from a regulatory standpoint, and bid the work as force account. Other Discussions: • RS mentioned that a second phase of construction improvements at Lake Meridian Estates is currently in planning; anticipated work for phase 2 is indicated on the SEPA notice board located on-site. • Metal sheets, approximately 1 inch thick, exist near the outfall to Lake Meridian and are currently being used to bridge the area around the existing sink-holes above the deteriorated storm drain outfall pipe. RS mentioned the city is currently renting these steel sheets and will continue to do so until Lake Meridian Estates Pre Bid Meeting Notes:7/18/17 Page 2 of 3 after the project, therefore the sheets will be present when construction begins and will be available for contractors use on-site. • A question arose as to the city's understanding of the water and sewer system in the area. Homes on property are served by Soos Creek sanitary sewer. RS mentioned the city obtained plans that indicate polyethylene water main and services exist throughout the property; the plans do not indicate water main is present above the pipe zone from station 102+06 to station 102+66. These plans are not as-built drawings; therefore the city cannot confirm if the plans accurately represent field conditions. The plans will be made available to the awarded contractor. • Access for the homes that exist east of the sinkholes was discussed. Access must be maintained in accordance with the traffic control specifications. The city has not obtained easements from the adjacent property owner to the east of Lake Meridian Estates that would allow for legal access to these homes from the east side of the Lake Meridian Estates property. • CCTV indicates the existing CMP is deteriorating, hence the concrete collar connections. • Discussions regarding anticipated schedule led to discussions about dewatering. General consensus was that a force account dewatering item is ideal from a contractor's perspective. Action Items: • City of Kent to issue Addendum 2 to include the above summary notes and the identified changes to the project. Lake Meridian Estates Pre-Bid Meeting Notes:7/18/17 Page 3 of 3 ry ui Ld z CL 0. z (Z Ld In z LJ 6z = 60 z m (n < < LLJ < z F— V) z 0 < ui F 0 z < UJ CL U) a wW2sz ui t a U) Q-z SQ z LL- M (1) CL ck: 0 Lu r,)v t Uj z ui z Li F- z ) -1 STIU08d 3dld 31:3S Ck� S318VA 0 Li z p R Ln 0 F— E 0 m LL LLJ V) o C14 Z LZ z K i Z < UJ C) U- z LLJ Zzu nE < L < U) C) UJ in C-) < Z V) Li o w 0 x P Z 0 n < a > C) Ll. H Z 0 F- w n LZ CL W M CL F L I Ul W C, LLI f: 0. 0 :) 0 Z. C� PUBLIC WORKS DEPARTMENT Tumothy J, LaPorte, P.E. 0 4 Public Works Dwector 400 West Gowe!0 Kent, WA 98032 K E N T Fav 253-856-6500 PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON Lake Meridian Estates Storm Drainage Repa,ir Project Number.- 16-3017 ADDENDUM No. 3 July 24, 2017 FRC, M. The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL, CHANGES ARE' REFL,ECTE'D IN RED I — BIDDER'S DOCUMENTS The following changes are included in the attached replacement page 6 of the Bidder's Document, Bidders must use the replacement pages. SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. N_O. _ !2UANTITY PRICE AMOUNT 1010 2-02.5 2-69600 Remove Existing Asphalt $ $ I(SP SQ YDS Concrete Pavement Per SY 1060 2-03.5 -2-5-9350 Roadway Excavation Incl, $ $ WSDOT CU YDS Haul Per CY > 1085 4-04.5 3G 170 Crushed Surfacing Base 0 $ $ 1•1 WSDOT TONS Course, 1-1/4 Inch Minus Per TON (U 0 0 M I QJ IS' M AYO R S U Z ETT E C 0 0 K E . SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. !RUANTITY PRICE AMOUNT 1095 5-04.5 -1-8 130 Commercial HMA, PG 64-22 $ $ KSP TONS Per TON Page 20 — Proposal Signature Page REVISE the first paragraph as follows: The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within twenty (20) or days after issuance of the City's Notice to Proceed. 11 — KENT SPECIAL PROVISIONS Page 1-12 — 1-05.5(6) — Survey Requests REVISE Addendum No. 2 reference to 1-05.8 to 1,-05.5(6). Page 5-3 — Section 5-04,3(9) — Spreading and Finishing REVISE Addendum No, 2 as follows: SECTION 5-04.3(9)A IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: END OF ADDENDUM No. 3 zL Chad Bieren, P,E, Date Deputy Director/City Engineer Attachment: Proposal page 6 2 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. O. qUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization WSDOT LUMP SUM Per LS 1010 2-02.5 -269600 Remove Existing Asphalt $ KSP SQ YDS Concrete Pavement Per SY 1030 2-02.5 50 Remove Cement Concrete $ KSP LN FT Extruded Curb Per LF 1050 2-02.5 210 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 1060 2-03.5 2,50, 3 5 0 Roadway Excavation Incl. $ $ WSDOT CU YDS Haul Per CY 1070 2-12.5 20 Geotextile Fabric, Woven $ $ KSP SQ YDS Per SY 1085 4-04.5 40 170 Crushed Surfacing Base $ $ WSDO;T TONS Course, 1-1/4 Inch Minus Per TON — (16.00 Min) 10,95 5-04.5 -1-8130 Commercial HMA, PG 64-22 $ $ KSP TONS Per TO 1210 8-04.5 50 Cement Concrete Traffic Curb $ $ KSP LN FT Per LF 1355 1-04,4(1) 1 Minor Changes $20,000.00* $20,000.00 WSDOT CALL Per CALC *Common 2rice to all bidders Lk Meridian Estates Storm Drainage Repair/Schleicher 6 July 24, 2017 Project Number: 16-3017 TAB INDEX Tab 1 Bidder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Lake Meridian Estates storm Drainage Repair Project Number: 16-3017 BIDS ACCEPTED UNTIL BID OPENING July 25, 2017 July 25, 2017 1:45 P.M. 2:00 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR ?A �l WA v , Q ?�S 33215 \S7 �r�+ I ST KENT �sSIONAL WASHINGTON BIDDER'S NAME Road Construction Northwest,Inc. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Lake Meridian Estates Storm Drainage Repair Project Number: 16-3017 BIDS ACCEPTED UNTIL BID OPENING July 25, 2017 July 25, 2017 1:45 P.M. 2:00 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR 4^4 KENT W A S H I N 0 T 0 N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Prevailing Wage Rates INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through 3uly 25, 2017 up to 1:45 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 2:00 p.m. for the City of Kent project named as follows: Lake Meridian Estates Storm Drainage Repair Project Number: 16-3017 The project consists of installing approximately 220 linear feet of 24 storm drain pipe and appurtenances, removal of existing storm drain, removal of accumulated sediment at two pipe outfalls into Lake Meridian, and surface restoration. 60 feet of storm drain pipe will be removed and replaced immediately adjacent to Lake Meridian. This portion of the work will require dewatering of the storm drain trench. Removal of accumulated sediment will require outfall isolation, water quality monitoring, and implementation of various types of erosion control measures. The project will be constructed within the Lake Meridian Estates mobile home community, located immediately north of Lake Meridian at 25739 135th Avenue SE #2, Kent, WA 98042. The city has obtained easements to allow for construction of improvements to take place. Easements are shown on the plan and construction equipment must be contained within the easements. The Engineer's estimated range for this project is approximately $350,000 to $400,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Richard Schleicher at 253-856- 5525. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50 for each set. Plans and specifications can also be downloaded at no charge at KentWA.aov/doinci- business/bids-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 3rd day of July, 2017. BY: fW KimberI4 A. Komoto, City Clerk ' Published in Daily Journal of Commerce on July 11 and 18. 2017 i CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 7/25/17 This statement relates to a proposed contract with the City of Kent named Lake Meridian Estates Storm Drainage Repair Project Number: 16-3017 I am the undersigned bidder or prospective contractor. I represent that - I N/ have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. Road Construction Northwest, Inc. NAME OF BIDDER BY: SIGNATURff7flTLE Matthew Wagester - Vice President PO Box 2228, Renton,WA 98056 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Lk Meridian Estates Storm Drainage Repair/Schleicher I July 5, 2017 Project Number: 16-3017 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with, regard to the directives outlined, it will be, considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: i4" For: Road Construction Northwest, Inc. Title: Vice President Date: 7/25/17 Lk Meridian Estates Storm Drainage Repair/Schleicher 2 July 5, 2017 Project Number: 16-3,017 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Lk Meridian Estates Storm Drainage Repair/Schleicher 3 July 5, 2017 Project Number: 16-3017 CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Road Construction Northwest, Inc. Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as Lake Meridian Estates Storm Drainage Repair/Project Number: 16-3017 that was entered into on the (Date) , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1.2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: Lk Meridian Estates Storm Drainage Repair/Schleicher 4 July 5, 2017 Project Number: 16-3017 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Road Construction Northwest,Inc. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Lake Meridian Estates Storm Drainage Repair/Project Number: 16-3017 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Lk Meridian Estates Storm Drainage Repair/Schleicher 5 July 5, 2017 Project Number: 16-3017 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL _9YANTITY PRICE AMOUNT 1000 I-M7 1 Mobilization d $ co WSD�OT LUMP SUM Per LS 1010 2-02.5 60 600 Remove Existing Asphalt $ 719-00 KSP SQ YDS Concrete Pavement Per SY 1030 2-02.5 50 Remove Cement Concrete $ KSP LN Fr Extruded Curb Per LF 1050 2-02.5 210 Saw Cut Existing Asphalt $ 'pa $ KSP LN FT Concrete Pavement Per LF 1060 2-03.5 '250 350 Roadway Excavation Incl, $ $ e.3�-0�00 WSDOT CU YDS Haul Per CY 1070 2-12.5 20 Geotextile Fabric, Woven $ ID KSP SQ YDS Per SY 1085 4-04.5 -3,0 17 0 Crushed Surfacing Base $ 5-S�` $ 57), WSDOT TONS Course, 1-1/4 Inch Minus Per TON 1095 5-04.5 18 130 Commercial HMA, PG 64-22 $ $ KSP TONS Per TON 1210 85 50 Cement Concrete Traffic Curb $ $ KSP LN FT Per LF 1355 1-04.4(l) 1 Minor Changes $20,000,00* $201,0010.00 WSDOT CALL Per CALL �Cori mop_p.Ejce to all bidders Lk Meridian Estates Storm Drainage Repair/';chBeicher 6 JUly 24, 2017 Project Number: 16-301.7 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. _qUANTITY PRICE AMOUNT Sub Total 1011/o WA State Sales Tax 00 Schedule I Total 0 Lk Meridian Estates Storm Drainage Repair/Schleicher 7 hjy 21, 2017 Project Number: 16-3017 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. _qU�11HIXTY PRICE AMOUNT 4025 7-04.5 210 Solid Wall PVC Storm Sewer $ '1 -7 0. $ 35-t 700, WSDOT LN Fl Pipe, 24 In. Diann. Per LF 4030 7'-04.5 58 Ductile Iron Storm Sewer $ ao KSP LN FT Pipe, Cl. 52, 24 In, Diam. Per LF 4085 7-05.5 5 Catch Basin, Type 2 $ $ f7 KSP EACH 48 Inch Diameter Per EA 4090 7-08,5 4 Pluigging Existing Pipe $ '106 " $ 3e 66C) WSDOT EACH Per EA 4095 7-05.5 1 Adjust Manhole $ (0 5,-(), $ WSDOT EACH Per EA 194-1,4W) SW 4100 7-1 15 1, K)e'viaterhi,q of 24" Ductile $'"jo'oomo KSP F 0 i�'I C'E Irf)n Stforrrt Drain Trenci-i ACCOtEN Y Pei, FA C 0 ri I rn 0 n 4105 7-10o5 1 Storriivtater Ofutfall $22(),000-00 $213,000.00 KSP FORCE Isolation ACCOUN'T P(e r F A �"Comrnon pricle to aH bidders 4145 2-02.5 1 Remove Existing Catch Basin $ $ KSP EACH or Manhole Per 4150 2-09.5 2,000, Shoring or Extra Excavation $ 0,5-D WSDOT S FT Class B Per SF Lk Meridian Estates Storm Drainage Repanr/Schlejciier 8 July 21, 2017 Project Number: 16-3017 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. _RYAP!TITY PRICE AMOUNT 4160 8-15.5 10 Mechanically Embedded KSP TONS Riprap Per TON 4165 7-08.5 4 Concrete C0ar $ 2,loo ,, KSP EACH Per EA 41.70 7-08.5 475 Gravel Backfill for Pipe Zone $ $ WSDOT TONS Bedding Per TON 4180 7-08.5 45 Pipe Zone Bedding $ $ e> KSP TONS Per TON Sub Total 17>4 10% WA State Sales Tax 16 Schedule IV Total $ 5--t) 15:0- Lk Meridian Estates Storm Drainage Repair/Srhfeicher 9 July 21, 2017 Project Number: 16-3017 SCHEDULE V — TRAFFIC CONTROL IT SECTION APPROX. ITEM UNIT TOTAL, NO. NO. !2UANTITY PRICE AMOUNT 5005 1-10.5(1) 1 Project Temporary Traffic 61, 6(-_)6) WSDOT LUMP SUM Control Per LS 5075 8-22.5 150 Red Edge-Line Paint Stripe $ $ KSP LN FT Per LF Sub Total I!T(j 100/6 WA State Sales Tax $ Schedule V Total $ 0 Lk Mer6an Estates Storm Drainage Repair/Schleicher 10 July 21, 2017 Project Number: 16.3017 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01,5 .25 Seeding, Fertilizing, and $ (01 5-110 $ KSP ACRE Mulching Per AC 7010 8-01,5 15 Inlet Protection $ 1 0o,(70 $ KSP EACH Per EA 7015 8-01,.5 30 Street Sweeper $ 15--o'00 $ WSDOT HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution WSDOT FORCE Control ACCOUNT --- *Common price to all bidders Per FA 00 ) 7060 8-01.5 2 Turbidity Curtain $ ' "506 1, $ KSP EACH Per EA 7070 8-01.5 300 Wattles $ WSDOT LN FT Per LF 7080 8-01,5 50 Biodegradable Erosion Control $ /e6, WSDOT SQ YDS Matting Per SY 7085 S.-OLS I Bakpar Tarik $m)'Goom $10'0()0.0'0 KSP FORCE ACCOUNT "Cor'junan price to aH bidders Pen- FA Sub Total 10% WA State Sales Tax Schedule IV Total $ 3 Lk Meridian Estates Storm Dradnage Repair/Schleicher 11 July 21, 20:17 Project Number: 16-3017 BID SUMMARY Schedule I I oq L04 - 0 Schedule IV Schedule r0 Schedule V11 TOTAL BID AMOUN�T Lk Meridian Estates Storm Drainage Repair/Schleicher 12 July 21, 2017 Project Number: 16-3017 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTA L NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per IS 1010 2-02,5 260 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1030 2-02.5 50 Remove Cement Concrete $ $ r L, KSP IN FT Extruded Curb Per 1050 2-02�5 210 Saw Cut Existing Asphalt $ KSP LN FT Concrete Pavement /Per LF 1060 2-03.5 250 Roadway Excavation In $ $ WSDOT CU YDS Haul Per CY 1070 2-12.5 20 Geotextile Fabri , Woven $1 $ KSP SQ YDS Per SY $ 1085 4-04.5 30 Crushed/urfacing Base $ WSDOT TONS Course,/1-1/4 Inch Minus Per TON (�6.00 Min) 1095 5-04.5 18 rnmercial HMA, PG 64-22 $ $ KSP TONS Per TON 1210 8-04.5 50 Cement Concrete Traffic Curb $ $ KSP IN FT / Per IF 1355 1-04.4(1) 1 Minor Changes $20,000.00* $20,000.,00 WSDOT CALL Per CALL *Comnion price to all bidders Lk Meridian Estates Storm Drainage Repair/Schleicher 6 July 5, 2017 Project Number: 16-3017 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. _2YANTIT.YL_ PRICE AMOUNT 1000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per LS 1010 2-02.5 260 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1030, 2-02.5 50 Remove Cement Concrete $ $ KSP LN FT Extruded Curb e P 1050 2-02,5 210 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 1060 2-03.5 250 Roadway Exc Vation Incl. $ $ WSDOT CU YDS Haul Per CY Z 1070 2-12.5 20 GXeextile Fabric, Woven $ $ KSP SQ YDS Per SY 1085 4-04.5 /30 Crushed Surfacing Base $ $ WSDOT TO Course, 1-1/4 Inch Minus Per TON 1095 5-04.5 18 Commercial HMA, PG 64-22 $ KSP TONS Per TON 1210 8-014.5 50 Cement Concrete Traffic Curb $ KSP LN FT Per LF 1355 1-04.4(1) 1 Minor Changes $20,000,00* $20,000,00 WSDOT CALL Per CALC rice to all bidders Lk Meridian Estates Storm Dra4iage Repair/Schleacher 6 JWy 21, 2017 Project Number: 16-3017 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT Sub Total $ 10% WA State Sales Tax $ Schedule I Total $ Lk Meridian Estates Storm Drainage Repair/Schleicher 7 July 5, 2017 Project Number: 15-3017 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. gUANTITY PRICE AMOUNT 4025 7-04.5 210 Solid Wall PVC Storm Sewer $ $ WSDOT LN FT Pipe, 24 In. Diam, Per LF 4030 7-04.5 58 Ductile Iron Storm Sewer $ $ KSP LN FT Pipe, Cl!. 52, 24 In. Diam. Per lF 4085 7-05.5 5 Catch Basin, Type 2 $ $ KSP EACH 48 Inch Diameter Per EA 4090 7-08.5 4 Plugging Existing P* e $ $ WSDOT EACH Per EA 4095 7-05.5 1 Adjust Ma 4le $ $ WSDOT EACH Per EA 4100 1.5 1 Ex ss Sediment Removal $80,000,00* $80,000.00 SW FORCE Per FA ACCOU NT Ex price to all bidders 4120 7-05.5 5 Vaned Catch Basin $ $ KSP EACH Frame and Grate Per EA 4135 2-02.5 220 Remove Existing Storm Sewer $ $ KSP LN FT Pipe or Culvert Per LF 4145 2-02.5 1 Remove Existing Catch Basin $ $ KSP EACH or Manhole Per EA 4150 2-09.5 2,000 Shoring or Extra Excavation $ $ WSDOT SQ FT Class B Per SF Lk Meridian Estates Storm Drainage Repair/Schleicher 8 3uly 5, 2017 Project NLIrnber; 16-3017 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4160 8-15,5 10 Mechanically Embedded $ $ KSP TONS Riprap Per TON 4165 7-0&5 4 Concrete Collar $ $ 1 KSP EACH Per EA 4170 7-0&5 475 Gravel Backfill for Pipe Zone $ $ WSDOT TONS Bedding Per TON ,4180 7-0&5 45 Pipe Zone Bedding $ $ KSP TONS Per TON Sub Total $ 10% WA ate Sales Tax $ chedule IV Total $ 10 Lk Merdian Estates Storm Drainage Repair/Schleicher 9 July 5, 2017 Project Number, 16-3017 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. !2UANTITY PRICE AMOUNT 5005 1-10.5(1) 1 Project Temporary Traffic $ $ WSDOT LUMP SUM Control Per LS, 5075 8-22.5 150 Red Edge-Line Paint Stripe $ $ KSP LN FT Per LF SUb Total $ 100/b WA State Sales Tax Schedule V Total Lk Meridian Estates Storm Dr214nage Repair/Schleicher 10 3Wy 5, 2017 Project Number: 16-3017 SCHEDULE VII — TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. qUANTITY PRICE AMOUNT 7000 8-01.5 .25 Seeding, Fertilizing, and $ $ KSP ACRE Mulching Per AC 7010 8-01.5 15 Inlet Protection $ $ KSP EACH Per EA 7015 8-01.5 30 Street Sweeper $ $ WSD,OT HOURS PerH('R" 7055 8-01.5 1 Erosion/Water Pollution $5,000.00* $5,000.00 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 7060 8-01.5 2 Turbidity Curtain I/ $ $ KSP EACH Per EA 7070 8-01.5 300 Wattles $ $ WSDOT L N FT Per LF rA 7080 8-01.5 50 Biode0 raclable Erosion Control $ $ ' WSDOT SQ YDS Mating Per SY Sub Total $ 0% WA State Sales Tax $ Schedule IV Total $ Lk Merid'ia n Estates Storm Drainage Pepa ir/Schleicher 11 July 5, 2017 Project Number: 16-3�017 BID SUMMARY Schedule I Schedule IV Schedule V Schedule VII TOTAL BID AMOUNT Lk Meridian Estates Storm Drainage Repair/Schleicher 12 Idy 5, 2017 Project Number: 16-3017 CITY OF !CENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by► writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Lake Meridian Estates Storm Drainage Repair Project Number: 16-3017 Subcontractor Name r 0 A E Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE Lk Meridian Estates Storm Drainage Repair/Schleicher 13 July 5, 2017 Project Number: 16-3017 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Project Name: Lake Meridian Estates Storm Drainage Repair Project Number: 16-3017 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: I)t4 Signature of Bicicler Date Lk Meridian Estates Storm Drainage Repair/Schleicher 14 July 5, 2017 Project Number: 16-3017 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Lk Meridian Estates Storm Drainage Repair/Schleicher is July 5, 2017 Project Number: 16-3017 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. Road Construction Northwest,Inc. SUBMITTED BY: NAME: Matthew Wagester ADDRESS: PO Box 2228 Renton,WA 98056 PRINCIPAL OFFICE: Road Construction Northwest,Inc. ADDRESS: 5851 NE 4th St. Renton,WA 98059 PHONE: 425-254-9999 FAX: 425-254-1334 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. See Attached 1.2 Provide your current state unified business identifier number. 602 286 010 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. See attached-Employment Security Number- 225492-00 1;Excise Tax Number- 602-286-010 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). See Attached Lk Meridian Estates Storm Drainage Repair/Schleicher 16 July 5, 2017 Project Number: 16-3017 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 14 years 2.2 How many years has your organization been in business under its present business name?14 years 2.2.1 Under what other or former names has your organization operated? None 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 04/07/03 2.3.2 State of incorporation: WA 2.3.3 President's name: Jeffrey M. Kanyer 2.3.4 Vice-president's name(s): Matthew G. Wagester 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business and indicate license numbers, if applicable. Washington State General Contractor- RCNW*CN978L6 3.2 List jurisdictions in which your organization's partnership or trade name is filed. WA 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Road Construction, Underground Utilities,General Contracting 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to NO it? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits NO pending or outstanding against your organization or its officers? Lk Meridian Estates Storm Drainage Repair/Schleicher 17 July 5, 2017 Project Number: 16-3017 4.2.3 Has your organization filed any law suits or requested arbitration NO with regard to construction contracts within the last five years? 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) NO 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. See attached 4.4.1 State total worth of work in progress and under contract: $9 Million 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. See Attached 4.5.1 State average annual amount of construction work performed during the past five years: $18 million 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. See Attached 4.7 On a separate sheet, list your major equipment. See Attached S. REFERENCES 5.1 Trade References: NW Asphalt,Casey Ribera,425-254-1820 5.2 Bank References: Banner Bank,Dave Jensen 425-739-1009 5.3 Surety: 5.3.1 Name of bonding company: Employers Mutual Casualty Co. 5.3.2 Name and address of agent: Propel Insurance PO Box 2940 6. FINANCING Tacoma,WA 98401 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Lk Meridian Estates Storm Drainage Repair/Schleicher 18 July 5, 2017 Project Number: 16-3017 Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for, income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, caipital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g,, parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this 25th day of July 2017. Name of Organization: Road Construction Northwest, Inc. By: 44i� Title: Vice Presi'Jent 7.2 YI at -w being duly sworn, deposes and says that the information 'Provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before met is r 2017. day y of ...... Notary Public: �IIIIIIIIINIIIIIINNINNNVIIIINNNwo...o P Notary Public State of Washington My Commission Expires: 624�� d-0 SCOTT R VAAGEN my COMMISSION EXPIRES NOVEMBER 02,2019 Lk Meridian Estates Storm Drainage Repair/Schleicher 19 July 5, 2017 Project Number: 16-3017 • .... ,.l11lIlIIl1111111111U111111lIIC.7 -�`�.� ;`� �.• ��• ,'-, •�� 1 W37AAV 9 TT002 . `•r: s. �:`�`}>� = St.�ti t 8BR19XS WOIP,81MMOO YM £t0&,SO R38M3b01A C]H1111111111111111111lli1111111111iiiiliiiiilf5 Department of and Industries PO Box 44450 k ' �� w , Olympia, J�1985044450 rV*CN978]L6 f � 6�01 1 Odd by Law as: Asia Contractor g PO BOX 2228 4P. RENTON WA 98056 Ake . d n �oyq BUSINESS LICENSE . 7 STATE OF WASHINGTON Unified Business ID#:602286010 Corporation Business ID M 001 Location:0001 ROAD CONSTRUCTION NORTHWEST,INC. Expires:Apr 30,2018 RCNW 2500 E VALLEY RD STE C3 RENTON,WA 98067-3371 UNEMPLOYMENT INSURANCE-ACTIVE INDUSTRIAL INSURANCE-ACTIVE TAX REGISTRATION-ACTIVE CITY ENDORSEMENTS: SAMMAMISH GENERAL BUSINESS-ACTIVE ISSAQUAH GENERAL BUSINESS-ACTIVE SHORELINE GENERAL BUSINESS-ACTIVE SUMNER GENERAL BUSINESS-ACTIVE FIFE GENERAL BUSINESS-NR-ACTIVE WOODINVILLE GENERAL BUSINESS-ACTIVE I LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit, REGISTERED TRADE NAMES: RCNW This document fists the registrations,endorsements,and licenses authorized for the business • named above,Byacceptfng this document,the ilcensee certifies theinfonnatlon on the application was complete,true,and accurate to the best of his or her knowledge,and that business will be 7 conducted In compifance with all applicable Washington state,county,and city regulations Director,Deparanentof Revenue Road Construction Nofthwest, Inc. PO Box 2228 Renton, Washington 98056 (425) 254-9999 (425)254-1334 fax 25 July 2017 City Clerk 220 01 Avenue South Kent, WA 98032 To whom, it may concern, 1, the undersigned authorized representative of Road Construction, Northwest, Inc. hereby certify as follows: 1. That RCNW, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of RCNW, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39,06,010 or 39.1 Z065 (3). Executed on 25 July 2017 Matthew G. Wagester Vice President h � 0 v oa 4 > m t m � A a. .) y m 0000 y 0000 U O 3 � 3 5Z o o o = R St Q NZ: a ' •g oo � � � oo > � N Qy N v e p A kn v y y %0 y is CS fi0 fi ++ v C-o try -e d z kn z Nam93 �rR o U i y °� u O `� V a •C eV a r4. o ^v AQ °o no nn o ON 3 �' a, pq °o as woo t .n. 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CIO w o efi, E Z 8 S u u (j ° S W IX CQ .r U c� 6� L ? cv L to y e0 at U m � Z y ea Z O y _Q ; Z Z 5. .L. ee R Z A VZUU � wa ° U � � tiOVZV V � wo. ti A } k ta k � / \ 2 t § § 2 � d � � ( 9 2 % / / 2 $ J / - g� § �. $ § /tn % 73 a , z Ln ■ 2 § 2 2 I § 0 3 2 r & § e k 00 t / � � ° � ■ ■ ■ � m © m 2 w U * g o 0 2 2 2 i & \ � � � � � / \ § o � ■ 7 � s ■ o ± o4 % - ■ — A � � © � PC0 2 § 2 / 2PC2 2 . > E % 2 �T4 / Z k O U z 2 2 kiz E Road Construction Northwest, Inc. 5851 NE 4`h St,Renton,Washington 98059 PO Box 2228 Renton,Washington 98056 Phone(425)254-9999 Fax(425)254-1334 Statement of Bidder's Qualification Road Construction Northwest, Inc. is a corporation formed under the laws of the State of Washington in April,2003.The company operates as a Public Works road improvement,underground utilities and excavation contractor.The company is well organized,capitalized and managed,and therefore it is able to obtain the requisite bonding for the referenced project.It is qualified to successfully perform the work necessary to complete the project on a timely basis.The company is internally financed from its capital base and has a sizeable fleet of its own equipment in order to facilitate efficient field operations. The principals of the company have an extensive and diverse background in both public and private contracting. Most of the principals have worked together as a cohesive group for many years and they continue to maintain the operations, systems,procedures and controls that have served the group well over time. Below is a brief summary of the qualifications of the principals and other key professionals with the company. Jeffrey M.Kanyer,President,Treasurer,majority shareholder,has over thirty years of experience in executive and financial management and consulting.He has extensive experience in public and private contracting,and he has previously held positions of president,vice president of operations and CFO of companies in the construction industry and other industries as well. He has an MBA in Executive Management from the University of Washington.He holds a BA in Business/Accounting(Magna Cum Laude)from Eastern Washington University and he was a CPA. In addition,he has held numerous executive positions with voluntary organizations. Matthew Wagester,Vice President,Secretary,Estimator,Project Manager,has thirteen years of experience in the construction industry.He has commercial,private,public works,and Federal earthwork and utilities experience hands on,estimating,and managing.He holds an Associate degree in Construction Management,certificate in Construction Management,and a certificate in Civil Construction Management and Inspection from Edmonds Community College. He also served in the United States Nary for four years as a Boatswain Mate. Ty Ribera,Estimator/Project Executive/Superintendent,has over twenty years of construction experience in the earthwork,utilities,street and road areas,both public and private. He has extensive experience as a contractor,including estimator,project executive,superintendent,operator,foreman,etc.on large and small projects in both the private and public sectors,including residential,commercial,WSDOT and other public works projects. Gordon Lee,Project Manager/Estimator,has over twenty five years experience in the construction industry. He has years of both field&office experience supporting his diverse background in construction management including project start-up&scheduling,contract administration,submittals, budgeting,costing,billings,subcontractor coordination,change orders,estimating and final job-closeout. He has years of project management experience in the public works arena,including road construction, heavy civil,earthwork and underground utility projects up to$10 million. Gordon holds a BS in Construction Engineering Management from Oregon State University and a Masters Degree in Engineering Management from Portland State University Road Construction Northwest,Inc. Bidder's Qualification Page 1 of 3 Brian J. Menard,General Superintendent,has over twenty five years of experience in the construction industry,starting in his teenage years working with his family's concrete construction company.From there he moved on to public works road improvement, excavation, underground utility and concrete construction. He started in the field as a laborer and operator,and in the past ten years he has worked as a foremen and then superintendent responsible for overall field operations of multiple concurrent public works jobs. He is extremely well versed in public works contracting and field operations. Jeff Stern,Clint Willis,Chad Van Wieringen,Kye Vanhoof,Foremen,have over one-hundred years of combined experience in construction,with most of this in field operations on public works road and concrete construction, and underground utility projects. Each foreman started their careers as laborers and operators and has now functioned as foremen for five to fifteen years. In addition,each foreman has project engineering and administrative experience.Mr. Stern holds a BA in Business from Seattle University. In addition to these foremen,the company has a pool of other very qualified and experienced foreman, as well as numerous operators, laborers,flaggers,et al. Anthony Stolz,Project Manager,has over four years of experience as a Project Manager along with over 5 years as a lead Foreman with many successful complicated projects in his resume. Mr. Stolz holds a BA from Towson State University and has extensive project management experience in the public works arena, including road construction,heavy civil,earthwork and underground utility projects up to$7 million. Mr. Stolz is a specialist in public works projects involving wetlands,sensitive areas,and habitat establishment and has obtained numerous certifications, including Certified Erosion and Sediment Control Lead,Traffic Control Supervisor,Rigging and Signaling Trainer,and First Aid. Kenneth Joyce,Project Manager/Project Engineer/Estimator,has over twenty years of experience in the construction industry.He has worked in the private and public sector with a wide-ranging field understanding along with project management experience.He has performed at nearly every position within the construction industry,having work his way from Laborer,to Carpenter,to Foreman,to Project Manager.Mr.Joyce holds an Associate of Technical Arts degree with Honors in Construction Management and Certificate in Construction Management from Edmonds Community College. Jake Boose,Estimator/Project engineer,has over 5 years of experience in the construction industry.He has commercial,private,public works,and Residential experience hands on,estimating,and managing. He holds a Bachelor's Degree in Science,concentrated in Construction Management,from Indiana State University. George Tucker,Project Engineer,has over 5 years of experience in the construction industry on commercial,private,public works,and residential projects. Mr.Tucker holds a B.A. from the University of Georgia and is working towards his M.S. in Construction Management at the University of Washington. He served almost ten years in the U.S. intelligence community prior to relocating to Seattle. Arlene Sehuehard, accountant and contract administrator has over thirty years of accounting and project administration experience in the construction industry. She has worked for both large and small construction firms and has extensive experience in public works project administration. She attended Bellevue Community College and studied business and accounting. As mentioned above,most of the individuals mentioned above have worked together as a group for many years. In 2003 the company was form in order to maintain the group of individuals who had worked together successfully for years. In evaluating the qualifications of a bidder on a public works project,it is appropriate to also consider the experience of the key people operating within the bidder's organization. Given this, the company believes that the employees of the company have extensive experience in public works road improvement,interurban trials,underground utilities and related types of construction, and that the experience of its personnel must not only be imputed to Road Construction Northwest,Inc.,but also must be considered by the Public Entity in determining that the company is a responsible contractor. Moreover,and in addition to the experience of its people,the company has the necessary capital, Road Construction Northwest,Inc. Bidder's Qualification Page 2 of 3 equipment, organization and systems to complete the referenced project on time. In short,the company believes that by any definition, it is a responsible and qualified contractor. The main group of people referred to above have worked on nearly four hundred public works road improvement,trail, underground utility and related projects. If you have any questions regarding the company's qualifications,please contact us.Thank you. Road Construction Northwest,Inc. Bidder's Qualification Page 3 of 3 Road Construction Northwest, Inc. PO Box 2228 Renton, Washington 98056 (426)254-9999(425)254-1334 fax Major Equipment: Excavator, Caterpillar—Owned Backhoe; John Deere—Owned Wheel Loader, John Deere—Owned Roller; Dyna Pac—Owned Truck; Kenworth- Owned I i PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within thirty,(310 7-0 working days after issuance of the City's Notice to Proceed. AS pap— AbbiFr4PUPA The undersigned bidder hereby agrees to, submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attac�hed. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s 3 , _ to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. 7/25/17 Road Construction Northwest, Inc. DATE: NAME OF BIDDE Signature of Authorized Representative Matthew G. Wagester, Vice President (Print Name and Title) Address PO Box 2228 Renton, WA 98056 Lk Meridian Estates Storm Drainage Repair/Schleicher 20 July 5, 2017 Project Number: 16-3017 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Road Construction Northwest, Inc. as Principal, and Employers Mutual Casualty Company as Surety, are held and firmly bound unto the CITY OF DENT, as Obligee, in the penal sum of Five Percent (53J of_l�d_Arnount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Lake Meridian Estates Storm Drainage Repair/Project Number: 16-3017 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 25th DAY OF July 2017. Road Construction Northwest, Inc. PRINCIPAL Employers Mutual Casualty Company ex SURETY Heather L. Allen, Attorney-in-Fact 20-- Received return of deposit in the sum of $ Lk Meridian Estates Storm Drainage Repair/Schleicher 21 3ujy 5, 2017 Project Number: 16-3017 ,AWE k; INSURANCE P.O.Box 712-Des Moines,IA 50306-0712 No. C03096 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL,MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company,an Iowa Corporation 5. Dakota Fire Insurance Company,a North Dakota Corporation 2. EMCASCO Insurance Company,an Iowa Corporation 6. Ell Property&Casualty Company,an Iowa Corporation 3. Union Insurance Company of Providence,an Iowa Corporation 7. Hamilton Mutual Insurance Company,an Iowa Corporation 4. Illinois EMCASCO,Insurance Company,an Iowa Corporation, hereinafter referred to severally as"Company""and collectively as"Companies",each does,by these presents,make,constitute and appoint: KAREN C.SWANSON,JAMIE DIEMER,BRENT E.HEILESEN,PETER J.COMFORT,JULIE R TRUITT,CHRISTOPHER KINYON,CARLEY ESPIRITU, KYLE JOSEPH HOWAT,ANNELIES M.RICHIE,MARY S.NORRELL,HEATHER L.ALLEN its true and lawful attorney-in-fact,with full power and authority conferred to sign,sea],and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED.The President and Chief Executive Officer,any Vice President,the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to(1)appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof;and(2)to remove any such attorney-m-fact at anytime and revoke the power and authority given to him or her.Aftomeys-in-fact shall have power and authority,subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof,and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any polorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company.The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF,the Companies have caused these presents to be signed for each by their officers as shown,and the Corporate seals to be hereto affixed this 1st day of .TUNE 2017 Seals race G.Kelley, airman Todd Strother 0 �Uy 0 "4,V", of Companies 2,3,4 5& ;President Vice President F 0114 of Company 1;Vice Chairman and SEA 1863 CEO of Company 7 Z �U-_ 1953 IOWA 0,� -40"", 0 JUNE On this day of before me 1st AD 2017 a Notary in and for the State of Iowa, personally appeared Bruce G. Kelley and Todd Strother,who,being by me duly sworn,did say that they are,and are known to me to be the Chairman,President,Vice Chairman and CEO,andlor Vice President,respectively,of each of The Companies above;that the seals affixed to this instrument are the seals of said corporations; SEAL r SEAL SEAL that said instrument was signed and sealed on behalf of each of the Companies by authority t I of their respective Boards of Directors;and that the said Bruce G.Kelley and Todd Strother,as such officers,acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. \3T My Commission Expires October 10,2019. KATHY LOW RIME Commission Number 710769 My Commission Expires 04—V-2—A uw= R Xz� October 10,2019 1 Notary PL16lic in and for the State of I Es CERTIFICATE I,James D.Clough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JUNE 1,2017 on behalf of- KAREN R—Isr C.SWANSON,JAMIE DIEMER,BRENT E.HEILESEN,PETER J.COMFORT,JULIE R TRUITT,CHo—PHER K—INYON,CARLEY ESPIRITU,KYLE JOSEPH HOWAT, ANNELIIES M.RICHIE,MARY S.NORRELL,HEATHER L.ALLEN are true and correct and are still in full force and effect. In Testimony Whereof I�4ve subscribed m namepnd affixed le I I , each Company this k50 d the facsimi day of Vice President v CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Lake Meridian Estates Storm Drainage Repair Project Number: 16-3017 NAME OF PROJECT Road Construction Northwest,Inc. NAME OF' BIDDER'S FIRM SIGNATURE TFIORIZED REPRESENTATIVE OF BIDDER Lk Meridian Estates Storm Drainage Repair/Schleicher 22 July 5, 2017 Project Number: 16-3017 This change order form is for example purposes only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: (Insert Company Name] ("Contractor") CONTRACT NAME & PROJECT NUMBER:rInsert Name of Original Contract & Project #, if armlicablel ORIGINAL CONTRACT DATE: (Insert Date Original Contract was Signedl This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (inch applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Lk Meridian Estates Storm Drainage Repair/Schleicher 23 July 5, 2017 Project Number; 16-3017 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (f) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Timothy J. LaPorte, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department Lk Meridian Estates Storm Drainage Repair/Schleicher 24 July 5, 2017 Project Number: 16-3017 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor, make sure all forms are complete. The bidder's attention is especially called to the following forms, Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ................ E;31� Orderof Contents.,.......................................................................... Invitation to Bid...................................................................................[P�� Contractor Compliance Statement... .................................................. Date.............................................................................................. Have have not participated acknowledgment,.................:...........:B� Signatureand address ................................................................. Declaration - City of Kent Equal Employment Opportunity Policy ........ Dateand signature .......................................................................[:I,/ AdministrativePolicy .......................................................................... Proposal........................................................................................... First line of proposal - filled in ................................................ Unitprices are correct .................................................................... Minimum bid prices are correct.. ....... .. . .... 121, Subcontractor List (contracts over $100K) ........................................ EPZ Subcontractorslisted properly....................................................... Signature .....................................................................................0 Subcontractor List (contracts over $1 million).........................-........... I Subcontractors listed properly... ........................................... �J,,E, Dateand signature ....................................................................... Contractor's Qualification Statement ..................................................... Completeand notarized ..............................................................I ProposalSignature Page........................................................................[j3 All Addenda acknowledged .......................................................... Date, signature and address ........................................................ BidBond Form ..................................................................................... Signature, sealed and dated ....................................................... Power of Attorney......................................................................... (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form...................................................................G, Signature ..............i.......................................................................[a ChangeOrder Form..............................................................-...........I.... Bidder's Checklist ................................................... ......................... The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE 'STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Lk Meridian Estates Storm Drainage Repair/Schleicher 25 1 u ly 5, 2017 Project Number: 16-3017 PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT WA5-0TD. Bond No. S442634 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Road Construction Northwest, Inc. as Principal, and Employers Mutual Casualty Company a Corporation organized and existing under the laws of the State of Iowa, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 307,230.00, together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Lake Meridian Estates Storm Drainage Repair/Project Number: 16-3017 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Lk Meridian Estates Storm Drainage Repair/Schleicher 26 July 5, 2017 Project Number: 16-3017 TWO WITNESSES: Road Construction Northwest, Inc. PRINCIPAL (enter principal's name above) ,w TITLE: Jeff ey NCarm er J President DATE: DATE: " / . l ction&0. -0 _ k04, '-'t eL tr9 rA CORPORATE SEAL: *� SEAL : 571 PRINT NAME "°�J Ern No ers Mutual �CasualtCoR � " �� DATE:— Employers y � ' ___-- S U RETY CORPORATE SEAL.: Heather L.Alien,!attorney-in-Fact DATE: 8/9/2017 TITLE: Attorney-in-Fact ADDRESS: PO Box 8199 Greenwood Village, CO 80155-8199 CERTIFICATE AS TO CORPORATE SEAL. I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Jeffrey M. Kanyer Who signed the said band on behalf of the Principal Road Construction Northwest Inc. of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. /MVK , -� Matthew G. Wa ester SECRETA Y OR ASSISTANT SECRETARY Lk Meridian Estates Storm Drainage Repair/Schleicher 27 July 5, 2017 Project Number: 16-3017 illi ? R iffiFill 1111111 ;ii ill !I INSURANCE P.O.Box 712-D'es Moines,A 50306-0712 No. C03122 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS,that: 1. Employers Mutual Casualty Company,an Iowa Corporation 5. Dakota Fire Insurance Company,a North Dakota Corporation 2, EMCASCO Insurance Company,an Iowa Corporation 6. EMC Propel Casualty Company,an Iowa Corporation 3. Union,Insurance Company of Providence,an Iowa Corporation 7. Hamilton Mutual Insurance Company,an Iowa Corporation 4. Illinois EMCASCO,Insurance Company,an Iowa Corporation hereinafter referred to severally as"Company"and collectively as"Companies",each does,by these presents,make,constitute and appoint KAREN C.SWANSON,JAMIE I BRENT E.HEILESEN,PETER J.COMFORT,JULIE R TRUITT,CHRISTOPHER KINYON,CARLEY ESPIRITU, KYLE JOSEPH HOWAT,ANNELIES M.RICHIE,MARY S.NORRELL,HEATHER L.ALLEN its true and lawful attorney-in-fact,with full power and authority conferred to sign,seal,and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the dully authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED;The President and Chief Executive Officer,any Vice President,the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to(1)appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and(2)to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her.Aftomeys-in-fact shall have power and authority,subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof,and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attorney authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attonney of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF,the Companies have caused these presents to be signed for each by their officers as shown,and the Corporate seals to be hereto affixed this list day of JUNE 2017 Seals ..... .... Ekdce G.Kelley,QGirman Todd Strother of Companies 2,3,4,5& ,President Vice President of Company 1;Vice Chairman and SEAL 1863 CEO of Company 7 % On this 1st day of JUNE AD 2017 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and ,,00sunnWrF; Todd Stroll who,being by me duly sworn,did say that they are,and are known to me to be the Chairman,President,Vice Chairman and CEO,and/or Vice President,respectively,of each of The Companies above;that the seals affixed to this instrument are the seals of said corporations; SEAL SEAL SEAL that said instrument was signed and sealed on behalf of each of the Companies by authority %*.......... + ........ of their respective Boards of Directors;and that the said Bruce G.Kelley and Todd Strother,as such officers,acknowledged the execution of said instrument to be the voluntary act and deed '31uA of each of the Companies. �phUTU11 KATHY LOVERIDGE My Commission Expires October 10,2019. -Id 7- Commission Number 7W69 in My Commission Expires q6bw October 10,2019 —Notary PAlic in and for the State of Ok CERTIFICATE 1,James D.Ciough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JUNE 1,2017 on behalf of- KAREN C.SWANSON,JAMIE DIEMER,BRENT E.HEILESEN,PETER J,COMFORT,JULIE R TRUITT,CHRISTOPHER KINYON,CARLEY ESPIRITU,KYLE JOSEPH HOWAT, ANNELIES M.RICHIE,MARY S.NORRELL,HEATHER L.ALLEN are true and correct and are still in full force and effect. In Testimony Wl have subscribed m ame and affixed the facsimile seal of i-.1 each Company this day of 17�— Vice President L V ITT Mkild imm.- CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Road Construction Northwest, Inc. , organized under the laws of the State of Washington , located and doing business at 5851 NE 4th St, Renton, WA 98059 ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: Lake Meridian Estates Storm Drainage Repair/Project Number: 16- 3017 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2016 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2016 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within thirty (30) working days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Lk Meridian Estates Storm Drainage Repair/Schleicher 28 July 5, 2017 Project Number: 16-3017 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. Lk Meridian Estates Storm Drainage Repair/Schleicher 29 July 5, 2017 Project Number: 16-3017 CITY OF KENT BY: SIB CO YE, MAYOR ©AT e AT"E T: 1-t �. KIMBERLEY A, OMOTO, CITY CLERK APPROVED AS TO FORM: KET LAW DEPARTMENT CONTRACTOR Road Constrr ti n f rth est, pc.. BY: PRINT NAME: f, Ka,n er TITLE: President GATE: 0'-/ 5 .-1 , Lk Meridian Estates Storm Drainage Repair/Schleicher 30 July 5, 2017 Project Number: 16- 017 EXHIBIT A INSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of I nsurance Contractor shall obtain insurance of the types described below: 1 . Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Lk Meridian Estates Storm Drainage Repair/Schleicher 31 July 5, 2017 Project Number: 16-3017 EXH I B I T A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Lk Meridian Estates Storm Drainage Repair/Schleicher 32 July 5, 2017 Project Number: 16-3017 EXH I B IT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor, Lk Meridian Estates Storm Drainage Repair/Schleicher 33 July 5, 2017 Project Number; 16-3017 Client#: 105477 MCCACONS2 ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATDIYYYY) 8l10120012017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Debbi Hodges-Creed Propel Insurance a"c°N o Ell):800 499-0933 Arc No):: 866 577-1326 Seattle Commercial Insurance ADORILFss, debbi.hodges-creed@propelinsurance.com 925 4th Ave,Suite 3200 INSURERS AFFORDING COVERAGE NAIC 0 Seattle,WA 98104 INSURER A:The Phoenix Insurance Company 25623 INSURED INSURER B:Travelers Property Casualty Coo 25674 McCann Construction Enterprises,Inc. INSURER C:Homeland Insurance Company of N 34452 Road Construction Northwest,Inc. INSURER D:Hartford Fire Insurance Company 19682 PO Box 3211 INSURER E:Travelers Indemnity Co of Conne 125682 .Renton,WA 98056 INSURER F COVERAGES CERTIFICATE NUMBER: 17/18 MAIN REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AODL SUBR POLICY NUMBER MMIDDY EFF MMIDDmYY LIMITS LTRINSR A X COMMERCIAL GENERAL LIABILITY X X DTC0527D334717 5/15/2017 05/1512018 EACH OCCURRENCE $1,000 000 CLAIMS-MADE a OCCUR PREMISE S ER ENTErrence 000,000 MED EXP(Anyone person) $1 O 000 X PDDed:5,000 _ PERSONAL&ADV INJURY $1000000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 PRO- PRODUCTS-COMPIOPAGG s2,000 000 POLICY a JEC7 LOC $ OTHER: E AUTOMOBILE LIABILITY X X DT810527D334717 5/15/2017 05115/201W.Yn SINGLE LIMIT 1,000,000 X ANY AUTO JURY(Per person) $ ALL OWNED SCHEDULED JURY(Per accident) $ AUTOS NON-OWNED AUTOS DAMAGE X HIRED AUTOS X AUTOS nt $ B X UMBRELLA LIAR X OCCUR X X DTSMCUP527D334717 5/15/2017 05115/201URRENCE S6,000,000 REXCESS LIAB CLAIMS-MADE AGGREGATE s6,000,000 DE*D I X RETENTIONS10000 S A WORKERS COMPENSATION DTC0527D334717 5115/2017 05/15/201 PER X orH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y I N WA STOP GAP ONLY E.L.EACH ACCIDENT $1 000 000 OFFICER/MEMBER EXCLUDED? N N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1 00O 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Pollution Liab.' 7930033390001 5/15/2016 05/15/2018 $3,000,000 Each&Agg. "Claims Made Deduct.$5,000 D Install.Floater I 152UUMJH8997 �5/15/2017 05/15/201 $25 000&$1,000 Ded DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) RE: Lake Meridian Estates Storm Drainage Repair-Project#16-3017 The City of Kent is included as additional insured per the attached. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 400 West Gowe ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S2813763/M2704894 ALWOO This page has been left blank intentionally. AIM POLICY NUMBER: DT-CO-527D3347-PHX-17 EFFECTIVE DATE: 05-15-17 ISSUE BATE: 05-25-17 LISTING OF FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS THIS LISTING SHOWS THE NUMBER OF FORMS, SCHEDULES AND ENDORSEMENTS BY LINE OF BUSINESS. IL TO 02 11 89 COMMON POLICY DECLARATIONS IL T8 01 10 93 FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS IL TO 05 06 10 COMMON POLICY CONDITIONS-WASHINGTON IL TO 30 12 90 NON-STANDARD PAYMENT SCHEDULE IL TO 03 04 96 LOCATION SCHEDULE IL T3 02 07 86 CALCULATION OF PREMIUM-COMPOSITE RATE(S) IL F1 18 10 13 AMENDMENT OF NAMED INSURED - WASHINGTON GENERAL LIABILITY - CONTRACTORS CG TO 01 11 03 COML GENERAL LIABILITY COV PART DEC CG F3 07 11 08 DEDUCTIBLE LIAB INSURANCE - WASHINGTON CG TO 07 09 87 DECLARATIONS PREMIUM SCHEDULE CG TO 08 11 03 KEY TO DECLARATIONS PREMIUM SCHEDULE CG TO 34 11 03 TABLE OF CONTENTS CG 00 01 10 01 COMMERCIAL GENERAL LIABILITY COV FORM CG T8 00 GENERAL PURPOSE ENDORSEMENT CG D2 69 04 16 ADDL INS-STATE OR POL SUBDIV-PERMITS CG D4 02 06 07 DAMAGE TO PROPERTY ENDORSEMENT CG D4 20 07 08 AMEND OTHER INS COND MEAN OTHER INS/INSR CG D4 71 01 15 AMEND COVERAGE B - PERS & ADV INJURY CG D4 85 02 09 DESIGNATED WATERCRAFT GN 01 13 1.1 03 EMPLOYERS OVERHEAD LIABILITY CG D2 03 12 97 AMEND-NON CUMULATION OF EACH OCC CG D2 11 01 04 DESIGNATED PROJECT(S) GEN AGGR LIMIT CG D2 46 08 05 BLANKET ADDITIONAL INSURED (CONTRACTORS) CG D3 16 11 11 CONTRACTORS XTEND ENDORSEMENT CG 04 37 02 02 ELECTRONIC DATA LIABILITY ENDORSEMENT CG D2 93 11 03 EXCL-CONSTRUCT MANAGE ERRORS & OMISSIONS CG D3 22 01 04 EXCLUSION-SUITS BY ONE NAMED INSURED CG D3 26 10 11 EXCLUSION - UNSOLICITED COMMUNICATION CG D3 56 05 14 MOBILE EQUIP REDEFINED-EXCL OF VEHICLES CG D3 91 08 13 EXCL-PROD SUBJ TO WRAF-UP-LTD EXCEPTIONS CG D5 46 10 11 EXCL - ARCHITECT/ENG/SURVEY PROF SERV CG D6 18 10 11 EXCL-VIOLATION OF CONSUMER FIN PROT LAWS CG D7 46 01 15 EXCL-ACCESS OR DISCL OF CONF/PERS INFO CG DO 76 06 93 EXCLUSION-LEAD CG D1 42 01 99 EXCLUSION-DISCRIMINATION CG D2 04 06 01 EXCL-EXTERIOR INSULATION & FINISH SYSTEM CG D2 40 09 15 EXCLUSION -SILICA OR SILICA-RELATED DUST CG F2 45 07 02 EXCLUSION - WAR - WASHINGTON CG T3 20 11 03 EXCL-ALL POLLUTION INJURY OR DAMAGE CG T4 78 02 90 EXCLUSION-ASBESTOS CG T4 81 11 88 EXC-HAZARD-CONNECTED DESIGNATED EXPOSURE CG F2 66 11 03 WA CHANGES EMPLOY RELATED PRACTICES EXCL IL T8 01 10 93 PAGE; I OF 2 AM TRAVELERSJJ POLICY NUMBER: DT-CO-527D3347-PHX-17 EFFECTIVE DATE: 05-15-17 ISSUE DATE: 05-25-17 GENERAL LIABILITY - CONTRACTORS (CONTINUED) CG F4 66 01 08 WASHINGTON CHANGES-WHO IS AN INSURED CG F2 41 05 02 WASHINGTON - FUNGI OR BACTERIA EXCLUSION CG TO 09 09 93 EMPLOYEE BENEFITS LIAB COV PART DEC CG TO 43 01 16 EMPLOYEE BENEFITS LIAB TABLE OF CONTENTS CG T1 01 01 16 EMPLOYEE BENEFITS LIABILITY COV FORM INTERLINE ENDORSEMENTS IL T3 68 01 15 FEDERAL TERRORISM RISK INS ACT DISCLOSE IL T4 05 03 11 DESIGNATED ENTITY - CANC PROVIDED BY US IL T4 12 03 15 AMNDT COMMON POLICY COND-PROHIBITED COVG IL T4 14 01 15 CAP ON LOSSES CERTIFIED ACT OF TERRORISM IL O1 23 11 13 WASHINGTON CHANGES - DEFENSE COSTS IL O1 98 09 08 NUCLEAR ENERGY LIABILITY EXCLUSION IL T8 01 10 93 PAGE: 2 OF 2 POLICY NUMBER: CUP-5J021668-17-26 EFFECTIVE DATE, 05/15/2017 ISSUE DATE, 06/05/2017 LISTING OF FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS THIS LISTING; SHOWS THE NUMBER OF FORMS, SCHEDULES AND ENDORSEMENTS BY LINE OF BUSINESS CG TO 14 04 96 POLICY DECLARATIONS COMMERCIAL EXCESS LIABILITY UMBRELLA CG DO 74 04 93 NAMED INSURED IL T8 01, 01 01 FORMS ENDORSEMENTS AND SCHEDULE NUMBERS UMBRELLA / EXCESS CG DO 23 04 96 SCHEDULE OF UNDERLYING INSURANCE UM 00 01 1.1 03 COMMERCIAL EXCESS LIABILITY UMBRELLA INSURANCE UM 03 92 11 03 EMPLOYERS LIABILITY - FOLLOWING FORM UM 04 04 11 03 AMEND OF COW ADVER INJURY PROP DAMAGE UM 04 75 07 08 AMENDMENT OF DEFENSE OF CLAIMS OR SUITS UM 04 76 07 08 AMENDMENT OF WHO IS AN INSURED - (QUALIFYING UNDER SCHEDULED UNDERLYING INSURANCE UM 04 77 07 08 AMENDMENT OF DUTIES IN THE EVENT OF OCCURRENCE OR OFFENSE CLAIM UM 04 79 07 08 OTHER INSURANCE CONDITION AND MEANING OF OTHER INSURANCE UM 04, 81 07 08 AMENDMENT - MEANING OF YOU AND YOUR AND MEANING OF EMPLOYEE UM 04 88 07 08 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS UM 05 11 01 15 AMEND OF COV B - PERSONAL INJURY AND ADVERTISING INJURY LIABILITY UM 06 03 11 10 CRISIS MANAGEMENT SERVICES EXPENSES UM 06 39 02 14 AMEND OTHER INS - DESIGNATED PERSONS OR ORGANIZATIONS - WRITTEN CONTRACT OF INS a"= UM 06 88 03 15 AMEND-FIN INT IN FOREIGN INS ORG - UM UM 01 52 01 16 EXCESS EMPLOYEE BENEFITS, LIABILITY COVERAGE UM 04 05 11. 03 ELECTRONIC DATA LIABILITY ENDORSEMENT UM 00 30 03 12 AMENDMENT OF DAMAGE TO PROPERTY EXCLUSION - CONTRACTORS UM 00 76 01 86 NUCLEAR. ENERGY LIABILITY EXCLUSION ENDORSEMENTBROAD a FORM UM 01 16 11 03 EXCLUSION - CONSTRUCTION MANAGEMENT ERRORS OMISSIONS UM 01 66 08 91 EXCLUSION - LEAD INCLUDING PRODUCTS - COMPLETED OPERATIONS HAZARD a UM 01 96 07 96 EXCLUSION - ASBESTOS UM 02 07 07 96 EXCLUSION - ALL HAZARDS IN CONNECTION WITH A DESIGNATED EXPOSURE UM 02 55 11 03 AMENDMENT AIRCRAFT/WATERCRAFT UM 03 24 02 01 EXCLUSION - EXTERIOR INSULATION AND, FINISH SYSTEM UM 03 60 09 15 EXCLUSION - SILICA OR SILICA-RELATED DUST' UM 03 72 05 02 WASHINGTON - FUNGI OR BACTERIA EXCLUSION UM 03 76 07 02 EXCLUSION - WAR WA IL.T8 01 01 01 PAGE; 1 OF 2 006752 POLICY NUMBER: CUP-5J021668-17-26 EFFECTIVE DATE: 05/15/2017 ISSUE DATE: 06/05/2017 UMBRELLA / EXCESS (CONTINUED) UM 04 09 01 04 EXCLUSION - SUITS BY ONE NAMED INSURED AGAINST ANOTHER NAMED INSURED UM 04 15 10 11 EXCLUSION - UNSOLICITED COMMUNICATIONS UM 04 56 08 13 EXCL - PROJECTS SUBJ TO WRAP-UP INS PROGRAM WITH LTD COVERAGE EXCEPT UM 05 30 03 09 EXCLUSION - DISCRIMINATION UM 05 65 12 09 EXCLUSION - ARCHITECTURAL UM 06 09 10 11 EXCLUSION - VIOLATION OF CONSUMER FINANCIAL PROTECTION LAWS UM 06 50 01 15 EXCLUSION - ACCESS OR DISCLOSURE OF CONFIDENTIAL OR PERSONAL INFORMATION UM 00 98 12 13 WASHINGTON MANDATORY ENDORSEMENT INTERLINE ENDORSEMENTS IL T3 68 01 15 FEDERAL TERRORISM RISK INSURANCE ACT DISCLOSURE IL T4 14 01 15 CAP ON LOSSES FROM CERTIFIED ACTS OF TERRORISM IL TS 0101 01 PAGE: 2 OF 2 TRAVELERSJ POLICY NUMBER: DT-810-527D3347-TCT-17 EFFECTIVE DATE: 05-15-17 ISSUE DATE: 05-25-17 LISTING OF FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS THIS LISTING SHOWS THE NUMBER OF FORMS, SCHEDULES AND ENDORSEMENTS BY LINE OF BUSINESS. IL TO 02 11 89 COMMON POLICY DECLARATIONS IL T8 01 10 93 FORMS, ENDORSEMENTS AND SCHEDULE NUMBERS IL TO 05 06 10 COMMON POLICY CONDITIONS-WASHINGTON IL TO 30 12 90 NON-STANDARD PAYMENT SCHEDULE IL T3 02 07 86 CALCULATION OF PREMIUM-COMPOSITE RATE(S) IL Fl 18 10 13 AMENDMENT OF NAMED INSURED - WASHINGTON IL T8 25 GENERAL PURPOSE ENDORSEMENT COMMERCIAL AUTOMOBILE CA TO 01 02 15 BA- COVERAGE PART DECS (ITEMS 1 & 2) CA TO 03 02 15 BA COVERAGE PART DECS (ITEMS 4 & 5) CA T3 95 02 15 DEDUCTIBLE COVERAGE CA TO 30 02 16 BA/AD/MC COV PART SUPPL SCH - ITEM TWO CA TO 31 02 15 TABLE OF CONTENTS-BUSINESS AUTO COV FORM CA 00 01 10 13 BUSINESS AUTO COVERAGE FORM CA T4 59 02 15 AMENDMENT OF EMPLOYEE DEFINITION CA T4 74 02 16 BLNKT ADDTL IND- PNC W/OTHE'R INS CA 01 35 10 13 WASHINGTON CHANGES CA 20 01 10 13 LESSOR - ADDL INSURED AND LOSS PAYEE CA 21 34 10 13 WA U7NDERINSURED MOTORISTS COVERAGE' CA 99 10 10 13 DRIVE OTHER CAR COV-BROAD COV NAMED INSD CA 99 28 10 13 STATED AMOUNT INSURANCE CA T'3 53 02 15 BUSINESS AUTO EXTENSION ENDORSEMENT CA T8 01 STATED AMOUNT INSURANCE (COMPREHENSIVE) CA T8 02 STATED AMOUNT INSURANCE (COLLISION) CA T8 04 BLANKET ADDITIONAL INSURED CA 20 17 10 13 MOBILE HOMES CONTENTS COV NOT COVERED INTERLINE ENDORSEMENTS IL T4 12 03 15 AMNDT COMMON POLICY COND-PROHIBITED COVG IL 01 23 11 13 WASHINGTON CHANGES - DEFENSE COSTS IL 01 98 09 08 NUCLEAR ENERGY LIABILITY EXCLUSION IL TO 1.0 12 86 LENDER'S CERTIFICATE OF INS FORM A IL T8 01 10 93 PAGE: 1 OF 1 COMMERCIAL GENERAL LIABILITY POLICY NUMBER: ISSUE DATE: - - THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY i DESIGNATED PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART i SCHEDULE i Designated Project Designated Project(s): General Aggregate(s): i i EACH "PROJECT" FOR WHICH YOU HAVE AGREED, GENERAL AGGREGATE LIMIT { IN A WRITTEN CONTRACT WHICH IS IN EFFECT SHOWN ON THE DECLARATIONS DURING THIS POLICY PERIOD, TO PROVIDE A SEPARATE GENERAL AGGREGATE LIMIT, PROVIDED THAT THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR I "PROPERTY DAMAGE" OCCURS. 1 I f A. For all sums which the insured becomes legally 3. Any payments made under COVERAGE A. 1 obligated to pay as damages caused by "occur- for damages or under COVERAGE C. for { rences under COVERAGE A. (SECTION 1), and medical expenses shall reduce the Desig- for all medical expenses caused by accidents un- nated Project General Aggregate Limit for der COVERAGE C (SECTION 1), which can be that designated "project". Such payments attributed only to operations at a single desig- shall not reduce the General Aggregate Limit nated "project"shown in the Schedule above: shown in the Declarations nor shall they re- 1. A separate Designated Project General Ag- duce any other Designated Project General F gregate Limit applies to each designated "pro- Aggregate Limit for any other designated j ject", and that limit is equal to the amount of "project"shown in the Schedule above. the General Aggregate Limit shown in the 4. The limits shown in the Declarations for Each Declarations, unless separate Designated Occurrence, Damage To Premises Rented Project General Aggregate(s) are sched- To You and Medical Expense continue to uled above. apply. However, instead of being subject to 2. The Designated Project General Aggregate the General Aggregate Limit shown in the Limit is the most we will pay for the sum of all Declarations, such limits will be subject to the applicable Designated Project General Ag- damages under COVERAGE A., except gregate Limit. damages because of "bodily injury" or "prop- erty damage" included in the "products- B. For all sums which the insured becomes legally completed operations hazard", and for medi- obligated to pay as damages caused by "occur- cal expenses under COVERAGE C, regard- rences" under COVERAGE A. (SECTION 1), and less of the number of: for all medical expenses caused by accidents un- a. Insureds; der COVERAGE C. (SECTION 1). which cannot be attributed only to operations at a single desig- b. Claims made or"suits" brought; or nated "project"shown in the Schedule above: c. Persons or organizations making claims or bringing "suits". CG D2 11 0104 Copyright,The Travelers Indemnity Company, 2004 Page 1 of 2 3 i COMMERCIAL GENERAL LIABILITY i 1. Any payments made under COVERAGE A. vided, any payments for damages because of I for damages or under COVERAGE C. for "bodily injury" or "property damage" included in medical expenses shall reduce the amount the "products-completed operations hazard" will available under the General Aggregate Limit reduce the Products-Completed Operations Ag- or the Products-Completed Operations Ag- gregate Limit, and not reduce the General Aggre- gregate Limit, whichever is applicable; and gate Limit nor the Designated Project General i 2. Such payments shall not reduce any Desig- Aggregate Limit. nated Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- C. Part 2.of SECTION Ill—LIMITS OF INSURANCE tions Section is amended by the addition of the is deleted and replaced by the following: following definition: 2. The General Aggregate Limit is the most we "Project" means an area away from premises f will pay for the sum of: owned by or rented to you at which you are per- forming operations pursuant to a contract or a. Damages under Coverage B; and agreement. For the purposes of determining the b. Damages from "occurrences" under applicable aggregate limit of insurance, each COVERAGE A (SECTION 1) and for all "project" that includes premises involving the medical expenses caused by accidents same or connecting lots, or premises whose con- j under COVERAGE C (SECTION 1)which nection is interrupted only by a street, roadway, i cannot be attributed only to operations at waterway or right-of-way of a railroad shall be a single designated"project"shown in the considered a single"project'. SCHEDULE above. F. The provisions of SECTION III — LIMITS OF D: When coverage for liability arising out of the INSURANCE not otherwise modified by this en- "products-completed operations hazard" is pro- dorsement shall continue to apply as stipulated. 1 i I I i Page 2 of 2 Copyright,The Travelers Indemnity Company,2004 CG D211 01 04 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. WHO IS AN INSURED—(Section II) is amended c) The insurance provided to the additional in- to include any person or organization that you sured does not apply to "bodily injury" or agree in a "written contract requiring insurance" "property damage" caused by "your work" to Include as an additional insured on this Cover- and included in the "products-completed op- age Part,but: erations hazard" unless the "written contract a) Only with respect to liability for"bodily injury", requiring insurance" specifically requires you "property damage"or"personal injury";and to provide such coverage for that additional insured, and then the insurance provided to b) If, and only to the extent that, the injury or the additional insured applies only to such damage is caused by acts or omissions of "bodily injury" or "property damage" that oc- you or your subcontractor in the performance curs before the end of the period of time for of "your work" to which the "written contract which the "written contract requiring insur- requiring insurance" applies. The person or ance" requires you to provide such coverage organization does not qualify as an additional or the end of the policy period, whichever is insured with respect to the independent acts earlier. or omissions of such person or organization. 3. The insurance provided to the additional insured 2. The insurance provided to the additional insured by this endorsement is excess over any valid and by this endorsement is limited as follows: collectible "other insurance", whether primary, a) In the event that the Limits of Insurance of excess, contingent or on any other basis, that is this Coverage Part shown in the Declarations available to the additional insured for a loss we exceed the limits of liability required by the cover under this endorsement. However, if the "written contract requiring insurance", the in- "written contract requiring insurance" specifically surance provided to the additional insured requires that this insurance apply on a primary shall be limited to the limits of liability re- basis or a primary and non-contributory basis, quired by that "written contract requiring in- ahis vailablerance to the additional assured which cove to "other rs surance . This endorsement shall not in- crease the limits of insurance described in that person or organization as a named insured Section III—Limits Of Insurance. for such loss, and we will not share with that "other insurance". But the insurance provided to b) The insurance provided to the additional in- the additional insured by this endorsement still is sured does not apply to"bodily injury", "prop- excess over any valid and collectible "other in- erty damage" or "personal injury" arising out surance", whether primary, excess, contingent or of the rendering of, or failure to render, any on any other basis, that is available to the addi- professional architectural, engineering or sur- tional insured when that person or organization is veying services, including: an additional insured under such "other insur- i. The preparing, approving, or failing to ance". prepare or approve, maps, shop draw- 4. As a condition of coverage provided to the ings, opinions, reports, surveys, field or- additional insured by this endorsement: ders or change orders, or the preparing, a The additional insured must give us written approving, or failing to prepare or ap- ) prove, drawings and specifications; and notice as soon as practicable of an "occur- rence" or an offense which may result in a ii. Supervisory, inspection, architectural or claim. To the extent possible, such notice engineering activities. should include: CG D2 46 08 05 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 COMMERCIAL GENERAL LIABILITY I. How, when and where the 'occurrence" any provider of'other insurance"which would or offense took place; cover the additional insured for a loss we IL The names and addresses of any injured cover under this endorsement. However, this persons and witnesses; and condition does not affect whether the insur- ance provided to the additional insured by Ill. The nature and location of any injury or this endorsement is primary to 'other insur- damage arising out of the'occurrence"or ance" available to the additional insured offense. which covers that person or organization as a b) If a claim is made or"suit' is brought against named insured as described in paragraph 3. the additional insured, the additional insured above. must: S. The following definition is added to SECTION V. I. Immediately record the specifics of the —DEFINITIONS: claim or"suit'and the date received; and "Written contract requiring insurance" means II. Notify us as soon as practicable. that part of any written contract or agreement under which you are required to include a The additional insured must see to it that we person or organization as an additional in- receive written notice of the claim or"suit"as sured on this Coverage Part, provided that soon as practicable. the "bodily injury" and "property damage"oc- c) The additional insured must immediately curs and the"personal injury"is caused by an send us copies of all legal papers received in offense committed: connection with the claim or"suit', cooperate a. After the signing and execution of the with us in the investigation or settlement of contract or agreement by you; the claim or defense against the "suit', and otherwise comply with all policy conditions. b. While that part of the contract or d) The additional insured must tender the de- agreement is in effect;and fense and indemnity of any claim or "suit' to c. Before the end of the policy period. Page 2 of 2 0 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Aircraft Chartered With Pilot H. Blanket Additional Insured — Lessors Of Leased B. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments I. Blanket Additional Insured — States Or Political Subdivisions—Permits D. Incidental Medical Malpractice J. Knowledge And Notice Of Occurrence Or Offense E. Who Is An Insured — Newly Acquired Or Formed Organizations K. Unintentional Omission F. Who Is An Insured — Broadened Named Insured L. Blanket Waiver Of Subrogation —Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured — Owners, Managers N. Contractual Liability—Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI- A. AIRCRAFT CHARTERED WITH PILOT ABILITY: ` The following is added to Exclusion g., Aircraft, Exclusions c. and g. through n. do not apply to "premises damage". Exclusion f.(1)(a) Auto Or Watercraft, in Paragraph 2. of SECTION I — COVERAGES — COVERAGE A BODILY IN- does not apply to "premises damage" caused JURY AND PROPERTY DAMAGE LIABILITY: by: This exclusion does not apply to an aircraft that a. Fire; is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any insured; and d. Smoke resulting from such fire,explosion, (c) Not being used to carry any person or prop- or lightning; or erty for a charge. e. Water; B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion f. of Section I—Coverage A 1. The first paragraph of the exceptions in Ex- — Bodily Injury And Property Damage Liability clusion j., Damage To Property, in Para- is replaced by another endorsement to this graph 2. of SECTION I — COVERAGES — Coverage Part that has Exclusion —All Pollu- COVERAGE A BODILY INJURY AND tion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. clusion in its title. 2. The following replaces the last paragraph of A separate limit of insurance applies to - Paragraph 2., Exclusions, of SECTION I — "premises damage" as described in Para- COVERAGES — COVERAGE A. BODILY graph 6. of SECTION III — LIMITS OF IN- SURANCE. CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 1 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS TION III—LIMITS OF INSURANCE: 1. The following replaces Paragraph 1.b. of Subject to 5. above, the Damage To Prem- SUPPLEMENTARY PAYMENTS — COVER- ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER- pay under Coverage A for damages because AGE: of "premises damage to any one premises. b. Up to $2,500 for the cost of bail bonds The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same "occur- vehicle to which the Bodily Injury Liability rence", whether such damage results from: Coverage applies. We do not have to fur- fire; explosion; lightning; smoke resulting from nish these bonds. such fire, explosion, or lightning; or water; or 2. The following replaces Paragraph 1.d. of any combination of any of these causes. SUPPLEMENTARY PAYMENTS — COVER- The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER- Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at Our request to assist us in the Declarations of this Coverage Part; or investigation or defense of the claim or b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The following replaces Paragraph a. of the 1. The following is added to the definition of"oc- definition of"insured contract" in the DEFINI- currence" in the DEFINITIONS Section: TIONS Section: "Occurrence" also means an act or omission a. A contract for a lease of premises. How- committed in providing or failing to provide ever, that portion of the contract for a "incidental medical services", first aid or lease of premises that indemnifies any "Good Samaritan services"to a person. person or organization for "premises damage" is not an "insured contract"; 2. The following is added to Paragraph 2.a.(1)of SECTION II—WHO IS AN INSURED: 5. The following is added to the DEFINITIONS Paragraph (1)(d) above does not apply to Section: "bodily injury" arising out of providing or fail- "Premises damage" means "property dam- ing to provide: age"e to: (i) "Incidental medical services" by any of a. Any premises while rented to you or tem- your "employees" who is a nurse practi- porarily occupied by you with permission tioner, registered nurse, licensed practical of the owner; or nurse, nurse assistant, emergency medi- b. The contents of any premises while such cal technician or paramedic; or premises is rented to you, if you rent such (i) i First aid or"Good Samaritan services" by premises for a period of seven or fewer any of your "employees" or "volunteer consecutive days. workers", other than an employed or vol- 6. The following replaces Paragraph 4.b.(1)(b) unteer doctor. Any such "employees" or of SECTION IV— COMMERCIAL GENERAL "volunteer workers" providing or failing to LIABILITY CONDITIONS: provide first aid or "Good Samaritan ser- (b) That is insurance for "premises damage"; vices" during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busk DITIONS is deleted. ness. Page 2 of 6 0 2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or form, SECTION III--LIMITS OF INSURANCE: other than a partnership, joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership interest, will qualify as a provide "incidental medical services", first aid Named Insured if there is no other insurance or"Good Samaritan services" to any one per- which provides similar coverage to that Or- son will be deemed to be one `occurrence". ganization, However: 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION I — COV- only: ERAGES — COVERAGE A BODILY INJURY (1) Until the 180th day after you acquire or AND PROPERTY DAMAGE LIABILITY: form the organization or the end of the Sale Of Pharmaceuticals policy period, whichever is earlier, if you "Bodily injury" or "property damage" arising do not report such organization in writing out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharmaceuti- form it; or cals committed by, or with the knowledge or (2) Until the end of the policy period, when consent of, the insured. that date is later than 180 days after you 5. The following is added to the DEFINITIONS acquire or form such organization, if you Section: report such organization in writing to us "Incidental medical services" means: within 180 days after you acquire or form a. Medical, surgical, dental, laboratory, x-ray it, and we agree in writing that it will con- or nursing service or treatment, advice or tinue to be a Named Insured until the end instruction, or the related furnishing of of the policy period; food or beverages; or b. Coverage A does not apply to "bodily injury" b. The furnishing or dispensing of drugs or or "property damage" that occurred before medical, dental, or surgical supplies or you acquired or formed the organization; and appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services" means any emer- jury" or "advertising injury" arising out of an gency medical services for which no compen- offense committed before you acquired or sation is demanded or received. formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED — BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED—UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDI- TIONS: The following is added to SECTION II —WHO IS AN INSURED: The insurance is excess over any valid and collectible other insurance available to the in- Any of your subsidiaries, other than a partnership, joint venture or limited liability company, that is sured, whether primary, excess, contingent or on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for tions is a Named Insured if you maintain an own- "bodily injury" that arises out of providing or ership interest of more than 50% in such subsidi- failing to provide "incidental medical ser- ary on the first day of the policy period. vices", first aid or "Good Samaritan services" No such subsidiary is an insured for"bodily injury" to any person to the extent not subject to or "property damage" that occurred, or "personal Paragraph 2.a.(1) of Section II — Who Is An injury" or "advertising injury" caused by an of- Insured. fense committed after the date, if any, during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50% in such sub- The following replaces Paragraph 4. of SECTION sidiary. II—WHO IS AN INSURED: CG D3 16 11 11 ©2011 The Travelers Indemnity Company.All rights reserved. Page 3 of 6 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED — OWNERS, H. BLANKET ADDITIONAL INSURED — LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION 11 — WHO IS The following is added to SECTION II —WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con- agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability spect to liability for "bodily injury", "property dam- for "bodily injury", "property damage", "personal age", "personal injury"or"advertising injury"that: injury"or"advertising injury"that: a. Is "bodily injury" or "property damage" that a. Is "bodily injury" or "property damage" that occurs, or is "personal injury" or "advertising occurs, or is "personal injury" or "advertising injury" caused by an offense that is commit- injury" caused by an offense that is commit- ted, subsequent to the execution of that con- ted, subsequent to the execution of that con- tract or agreement; and tractor agreement; and b. Is caused, in whole or in part, by your acts or b. Arises out of the ownership, maintenance or omissions in the maintenance, operation or use of that part of any premises leased to use of equipment leased to you by such you. equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to such equipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written the minimum limits which you agreed to pro- contract or agreement, or the limits shown on vide in the written contract or agreement, or the Declarations,whichever are less. the limits shown on the Declarations, which- everare less. b. The insurance provided to such equipment lessor does not apply to any "bodily injury" or b. The insurance provided to such premises "property damage" that occurs, or "personal • owner, manager or lessor does not apply to: injury"or"advertising injury" caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or"personal injury" or "adver- lease expires. tising injury' caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS—PERMITS the written contract or agreement that this in- The following is added to SECTION 11 —WHO IS surance must be primary to, or non- AN INSURED: contributory with, such other insurance, in which case this insurance will be primary to, Any state or political subdivision that has issued a and non-contributory with, such other insur- permit in connection with operations performed by ance. you or on your behalf and that you are required Page 4 Of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY by any ordinance, law or building code to include (ii) A manager of any limited liability as an additional insured on this Coverage Part is company; or an insured, but only with respect to liability for (III)An executive officer or director of "bodily injury", "property damage", "personal in- any other organization; jury" or "advertising injury" arising out of such op- that is your partner, joint venture erations. member or manager; or The insurance provided to such state or political (b) Any "employee" authorized by such subdivision does not apply to: partnership, joint venture, limited li- a. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury" or "advertising injury" arising out to give notice of an 'occurrence" or of operations performed for that state or po- offense. litical subdivision; or (3) Notice to us of such "occurrence"or of an b. Any "bodily injury" or "property damage" in- offense will be deemed to be given as cluded in the "products-completed operations soon as practicable if it is given in good hazard". faith as soon as practicable to your work- J. KNOWLEDGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us The following is added to Paragraph 2., Duties In of the "occurrence" or offense as soon as The Event of Occurrence, Offense, Claim or practicable after any of the persons de- Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1) or (2) above ERAL LIABILITY CONDITIONS: discovers that the"occurrence"or offense may result in sums to which the insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the in- apply. surance provided under this Coverage Part to you or any insured listed in Paragraph 1. or 2. However, if this Coverage Part includes an en- of Section II—Who Is An Insured: dorsement that provides limited coverage for "bodily injury" or "property damage" or pollution (1) Notice to us of such "occurrence" or of- costs arising out of a discharge, release or es- fense must be given as soon as practica- cape of"pollutants" which contains a requirement ble only after the "occurrence" or offense that the discharge, release or escape of "pollut- is known by you (if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an individual (if you are a partnership or this Paragraph e. does not affect that require- joint venture), any of your managers who ment. is an individual (if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your executive offi- cers" or directors (if you are an organiza- The following is added to Paragraph 6., Repre- tion other than a partnership,joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any em- GENERAL LIABILITY CONDITIONS: ployee" authorized by you to give notice The unintentional omission of, or unintentional of an "occurrence"or offense. error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company, and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional cancellationpremiumoraccordance exercise rights with ,.occurrence" or offense must be given as soon as practicable only after the "occur- applicable insurance laws or regulations. rence" or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8., Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV — COMMERCIAL GENERAL LI- ABILITY CONDITIONS: CG D3 16 11 11 0 2011 The Travelers Indemnity Company.All rights reserved. Page 5 of 6 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- 3. "Bodily injury" means bodily injury, mental ment to waive that insured's right of recovery anguish, mental injury, shock, fright, disability, against any person or organization, we waive our humiliation, sickness or disease sustained by right of recovery against such person or organiza- a person, including death resulting from any tion, but only for payments we make because of: of these at any time. a. "Bodily injury" or "property damage" that oc- N. CONTRACTUAL LIABILITY—RAILROADS curs; or 1. The following replaces Paragraph c. of the b. "Personal injury" or "advertising injury" definition of "insured contract" in the DEFINI- caused by an offense that is committed; TIONS Section: subsequent to the execution of that contract or c. Any easement or license agreement; agreement. 2. Paragraph f.(1) of the definition of "insured M. AMENDED BODILY INJURY DEFINITION contract" in the DEFINITIONS Section is de- leted. The following replaces the definition of "bodily injury"in the DEFINITIONS Section: Page 6 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 UMBRELLA THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY (UMBRELLA) INSURANCE The following is added to Paragraph 11., OUR RIGHT a. "Bodily injury" or "property damage" caused by an TO RECOVER FROM OTHERS., of SECTION IV — "occurrence"that takes place; or CONDITIONS.: b. "Personal injury" or "advertising injury" caused by If the insured has agreed in a contract or agreement an "offense"that is committed; to waive that insured's right of recovery against any subsequent to the execution of the contract or agree- person or organization, we waive our right of recovery ment. against such person or organization, but only for payments we make because of: UM 04 88 07 08 0 2008 The Travelers Companies,Inc. Page 1 of 1 Includes the copyrighted material of Insurance Services Office,Inc.with its permission. This page has been left blank intentionally. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF B. BLANKET ADDITIONAL INSURED USE—INCREASED LIMIT I. PHYSICAL DAMAGE — TRANSPORTATION C. EMPLOYEE HIRED AUTO EXPENSES—INCREASED LIMIT D. EMPLOYEES AS INSURED J. PERSONAL PROPERTY E. SUPPLEMENTARY PAYMENTS — INCREASED K. AIRBAGS . LIMITS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR F. HIRED AUTO — LIMITED WORLDWIDE COV- LOSS ERAGE—INDEMNITY BASIS M. BLANKET WAIVER OF SUBROGATION G. WAIVER OF DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED this insurance applies and only to the extent that The following is added to Paragraph A.1., Who Is person or organization qualifies as an "insured" An Insured, of SECTION II —COVERED AUTOS under the Who Is An Insured provision contained LIABILITY COVERAGE: in Section II. Any organization you newly acquire or form dur- C. EMPLOYEE HIRED AUTO ing the policy period over which you maintain 1. The following is added to Paragraph A.1., 50% or more ownership interest and that is not Who Is An Insured, of SECTION II — COV- separately insured for Business Auto Coverage. ERED AUTOS LIABILITY COVERAGE: Coverage under this provision is afforded only un- An "employee" of yours is an "insured" while til the 180th day after you acquire or form the or- operating an "auto" hired or rented under a ganization or the end of the policy period, which- contract or agreement in an "employee's" ever is earlier. name, with your permission, while performing duties related to the conduct of your busi- B. BLANKET ADDITIONAL INSURED ness. The following is added to Paragraph c. in A.1., 2. The following replaces Paragraph b. in B.5., Who Is An Insured, of SECTION II — COVERED Other Insurance, of SECTION IV — BUSI- AUTOS LIABILITY COVERAGE: NESS AUTO CONDITIONS: Any person or organization who is required under b. For Hired Auto Physical Damage Cover- a written contract or agreement between you and age, the following are deemed to be cov- that person or organization, that is signed and ered"autos"you own: executed by you before the "bodily injury or (1) Any covered "auto" you lease, hire, "property damage" occurs and that is in effect rent or borrow; and during the policy period, to be named as an addi- (2) Any covered "auto" hired or rented by tional insured is an "insured" for Covered Autos your "employee" under a contract in Liability Coverage, but only for damages to which an "employee's" name, with your CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO permission, while performing duties (a) With respect to any claim made or "suit" related to the conduct of your busi- brought outside the United States of ness. America, the territories and possessions - However, any auto that is leased, hired, of the United States of America, Puerto rented or borrowed with a driver is not a Rico and Canada: covered "auto". (i) You must arrange to defend the "in- D. EMPLOYEES AS INSURED sured" against, and investigate or set- tle any such claim or "suit" and keep The following is added to Paragraph A.1., Who Is us advised of all proceedings and ac- An Insured, of SECTION II—COVERED AUTOS tions. LIABILITY COVERAGE: (ii) Neither you nor any other involved Any "employee" of yours is an "insured" while us- "insured" will make any settlement ing a covered "auto" you don't own, hire or borrow without our consent. in your business or your personal affairs. (iii) We may, at our discretion, participate E. SUPPLEMENTARY PAYMENTS — INCREASED in defending the "insured" against, or LIMITS in the settlement of, any claim or 1. The following replaces Paragraph A.2.a.(2), "suit". of SECTION II — COVERED AUTOS LIABIL- (iv) We will reimburse the "insured" for ITY COVERAGE: sums that the "insured" legally must (2) Up to $3,000 for cost of bail bonds (in- pay as damages because of "bodily cluding bonds for related traffic law viola- injury" or"property damage" to which tions) required because of an "accident" this insurance applies, that the "in- we cover. We do not have to furnish sured" pays with our consent, but these bonds. only up to the limit described in Para- 2. The following replaces Paragraph A.2.a.(4), graph C., Limits Of Insurance, of of SECTION II —COVERED AUTOS LIABIL- SECTION II — COVERED AUTOS ITY COVERAGE: LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga- cause of time off from work. tion of such claims and your defense of the "insured" against any such F. HIRED AUTO — LIMITED WORLDWIDE COV- "suit", but only up to and included ERAGE—INDEMNITY BASIS within the limit described in Para- The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B.7., Policy Period, Coverage Territory, SECTION li — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI- LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to (5) Anywhere in the world, except any country or make such payments ends when we jurisdiction while any trade sanction, em- have used up the applicable limit of bargo, or similar regulation imposed by the insurance in payments for damages, United States of America applies to and pro- settlements or defense expenses. hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available ered Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. without a driver for a period of 30 days or less (c) This insurance is not a substitute for re- and that is not an "auto" you lease, hire, rent quired or compulsory insurance in any or borrow from any of your "employees", country outside the United States, its ter- partners (if you are a partnership), members ritories and possessions, Puerto Rico and (if you are a limited liability company) or Canada. members of their households. Page 2 of 4 @ 2015 The Travelers Indemnity Company.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO You agree to maintain all required or (2) In or on your covered "auto". compulsory insurance in any such coun- This coverage applies only in the event of a total try up to the minimum limits required by theft of your covered "auto". local law. Your failure to comply with No deductibles apply to this Personal Property compulsory insurance requirements will not invalidate the coverage afforded by coverage. this policy, but we will only be liable to the K. AIRBAGS same extent we would have been liable The following is added to Paragraph B.3., Exclu- had you complied with the compulsory in- sions, of SECTION III — PHYSICAL DAMAGE surance requirements. COVERAGE: (d) It is understood that we are not an admit- Exclusion 3.a. does not apply to 'loss" to one or ted or authorized insurer outside the more airbags in a covered "auto" you own that in- United States of America, its territories flate due to a cause other than a cause of "loss" and possessions, Puerto Rico and Can- set forth in Paragraphs A.1.b. and A.1.c., but ada. We assume no responsibility for the only: furnishing of certificates of insurance, or a. If that "auto" is a covered "auto" for Compre- for compliance in any way with the laws hensive Coverage under this policy; of other countries relating to insurance. b. The airbags are not covered under any war- G. WAIVER OF DEDUCTIBLE—GLASS ranty; and The following is added to Paragraph D., Deducti- c. The airbags were not intentionally inflated. ble, of SECTION III — PHYSICAL DAMAGE We will pay up to a maximum of $1,000 for any COVERAGE: one 'loss". No deductible for a covered "auto" will apply to L. NOTICE AND KNOWLEDGE OF ACCIDENT OR glass damage if the glass is repaired rather than LOSS replaced. The following is added to Paragraph A.2.a., of H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF SECTION IV—BUSINESS AUTO CONDITIONS: USE—INCREASED LIMIT Your duty to give us or our authorized representa- The following replaces the last sentence of Para- tive prompt notice of the "accident" or 'loss" ap- graph AA.b., Loss Of Use Expenses, of SEC- plies only when the "accident' or `loss" is known TION III—PHYSICAL DAMAGE COVERAGE: to: However, the most we will pay for any expenses (a) You (if you are an individual); for loss of use is $65 per day, to a maximum of (b) A partner(if you are a partnership); $750 for any one "accident'. (c) A member (if you are a limited liability com- I. PHYSICAL DAMAGE — TRANSPORTATION pany); EXPENSES—INCREASED LIMIT (d) An executive officer, director or insurance The following replaces the first sentence in Para- manager (if you are a corporation or other or- graph AA.a., Transportation Expenses, of ganization); or SECTION III — PHYSICAL DAMAGE COVER- (e) Any "employee" authorized by you to give no- AGE: tice of the"accident' or"loss". We will pay up to $50 per day to a maximum of M. BLANKET WAIVER OF SUBROGATION $1,500 for temporary transportation expense in- The following replaces Paragraph A.5., Transfer curred by you because of the total theft of a cov- Of Rights Of Recovery Against Others To Us, ered "auto" of the private passenger type. of SECTION IV — BUSINESS AUTO CONDI- J. PERSONAL PROPERTY TIONS: The following is added to Paragraph AA., Cover- 5. Transfer Of Rights Of Recovery Against age Extensions, of SECTION III — PHYSICAL Others To Us DAMAGE COVERAGE: We waive any right of recovery we may have Personal Property against any person or organization to the ex- tent required of you by a written contract We will pay up to $400 for 'loss" to wearing ap- signed and executed prior to any "accident' parel and other personal property which is: or"loss", provided that the"accident'or"loss" (1) Owned by an "insured"; and arises out of operations contemplated by CA T3 53 02 15 ©2015 The Travelers Indemnity company.All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col- The following is added to Paragraph B.2., Con- lect additional premium or exercise our right of cealment, Misrepresentation, Or Fraud, of cancellation or non-renewal. SECTION IV—BUSINESS AUTO CONDITIONS: Page 4 of 4 ©2015 The Travelers Indemnity Company.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office,Inc.with its permission. KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQU I REMENTS ..................................... 1-1 1-01 Definitions and Terms...................................................... 1-1 1-02 Bid Procedures and Conditions.......................................... 1-2 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-5 1-05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-15 1-07 Legal Relations and Responsibilities to the Public................. 1-18 1-08 Prosecution and Progress ................................................. 1-22 1-09 Measurement and Payment ...........................I......I....I...... 1-26 1-10 Temporary Traffic Control ................................................ 1-27 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-3 2-06 Subgrade Preparation...................................................... 2-4 2-07 Watering ....................................................................... 2-4 2-12 Construction Geosynthetic................................................ 2-5 DIVISION4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-4 DIVISION 8 M I SCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-02 Roadside Restoration....................................................... 8-8 8-04 Curbs, Gutters, and Spillways........................................... 8-9 8-15 Riprap........................................................................... 8-9 8-22 Pavement Marking .......................................................... 8-10 DIVISION 9 MATERIALS............................................................ 9-1 9-14 Erosion Control and Roadside Planting ............................... 9-1 Lk Meridian Estates Storm Drainage Repair/Schleicher July 5, 2017 Project Number: 16-3017 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE SPECIAL WORK.............................................................................. SW-1 Section 1 Excess Sediment Removal ............................................... SW-1 PREVAILING WAGE RATES.............................................................. A-1 Lk Meridian Estates Storm Drainage Repair/Schleicher July 5, 2017 Project Number: 16-3017 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2016 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"). Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECT►ON 1-01. 1 ►S SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) ►S SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons N I C Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 1 July 5, 2017 Project Number: 16-3017 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BYADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 2 July 5, 2017 Project Number: 16-3017 contract to the next lowest bidder that the City, in its solejudgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at KentWA.gov/doing-business/bids- procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 3 July 5, 2017 Project Number: 16-3017 shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 O Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 1S REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 4 July 5, 2017 Project Number: 16-3017 SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH 1160 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 5 July 5. 2017 Project Number: 16-3017 other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. Lk Meridian Estates Storm-Drainage Repair/Schleicher 1 - 6 July 5, 2017 Project Number: 16-3017 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 7 July 5, 2017 Project Number: 16-3017 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS SECTION 1-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.5, the requirements of KSP Section 1-05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 8 July 5, 2017 Project Number: 16-3017 construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(3) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 9 July 5, 2017 Project Number: 16-3017 1 . Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1 . Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $270/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 10 July 5, 2017 Project Number: 16-3017 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 11 July 5, 2017 Project Number: 16-3017 When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $270/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 12 July 5, 2017 Project Number: 16-3017 removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED WITH THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 13 July 5, 2017 Project Number: 16-3017 The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2016 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 14 July 5, 2017 Project Number: 16-3017 SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 15 July 5, 2017 Project Number: 16-3017 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 16 July 5, 2017 Project Number: 16-3017 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the city. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 17 July 5, 2017 Project Number: 16-3017 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.20) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: SEPA DNS Shoreline Exemption HPA (expected prior to NTP) SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH. A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 18 July 5, 2017 Project Number: 16-3017 To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 19 July 5, 2017 Project Number: 16-3017 SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1 -07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Centur L� Comcast Jason Tesdal Bill Walker 206-345-3488 253-288-7538 206-683-4242 (cell) 206-255-6975 (cell) Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 20 July 5. 2017 Project Number: 16-3017 Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Dennis Booth 253-395-6926 425-417-9188 (cell) 425-559-4647 (cell) Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1- 07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 21 July 5, 2017 Project Number: 16-3017 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 22 July 5, 2017 Project Number: 16-3017 writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 23 July 5, 2017 Project Number: 16-3017 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1 . Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 24 July 5, 2017 Project Number: 16-3017 SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1 -04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provide in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 25 July 5, 2017 Project Number: 16-3017 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-09.7 Mobilization The Contractor may not store or stage materials or equipment overnight on roadways located within the Lake Meridian Estates mobile home community. Materials and equipment may be stored within public right-of-way on 1351h Avenue SE, so long as sight distance for vehicular and pedestrian traffic is not obstructed. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1 . The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 26 July 5, 2017 Project Number: 16-3017 the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules andjurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-1 O TEMPORARY TRAFFIC CONTROL SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521 -0778 or 206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 27 July 5, 2017 Project Number: 16-3017 SECTION 1-10.2(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.2(2) Traffic Control Plans The Contractor shall submit a Type 2 Working Drawing consisting of the Contractor's plan for controlling all types of traffic. This Type 2 Working Drawing must be submitted a minimum of 1 week before the pre- construction conference. Any proposed plan shall show the necessary construction signs, flaggers, and other traffic control devices required to support the Work. Any proposed plan shall conform to the established standards for plan development as shown in the MUTCD, Part 6 and the most current edition of the PROWAG. The Contractor shall be solely responsible for submitting any proposed traffic control plan or modifications, obtaining the Engineer's acceptance and providing copies of the accepted Traffic Control Plans to the Traffic Control Supervisor. Plans showing or requesting complete road closures shall not be considered; all types of traffic must be allowed to use the property during construction of improvements. Contractor shall coordinate with residents 24 hours prior to trenching in front of their properties to permit appropriate ingress and egress during construction. Should the Contractor fail to implement all parts of the accepted traffic control plan at any time during construction, the Engineer may arrange for additional flaggers, signs, and other traffic control devices and deduct costs associated with said arrangements from the Contractor's payments. There shall be a certified TCS on-site when any type of active traffic control is needed. Lk Meridian Estates Storm Drainage Repair/Schleicher 1 - 28 July 5, 2017 Project Number: 16-3017 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. The city will pay for all pavement removed, including pavement occurring over a storm drain trench, under the bid item for "Remove Existing Asphalt Concrete Pavement". SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, Driveways and Gutters In removing pavement, driveways, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete driveways, cement concrete pavement, or cement concrete curb is being Lk Meridian Estates Storm Drainage Repair/Schleicher 2 - 1 July 5, 2017 Project Number: 16-3017 removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Existing Catch Basins and Storm Sewer Pipe or Culvert 24 and 18 inch storm sewer pipe exists as indicated on the plans. The unit contract price per lineal foot for "Remove Existing Storm Sewer Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the existing storm pipe or culvert at an off-site location. The unit bid price shall also include but not be limited to excavation, removal, disposal, backfilling with native material and compaction. The unit contract price per each for "Remove Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the existing structure, riser sections, frame, grate at an off-site location. The unit price bid shall include but not be limited to excavation, removal, disposal, backfilling with native material and compaction. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(5) Saw Cut Existing Asphalt Concrete Pavements The unit price contract price per lineal foot for saw cut of cement and asphalt concrete pavements constitutes complete compensation for all materials, labor and equipment required to saw cut existing cement and asphalt concrete pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: actual depth in inches (length) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 length x 6 = 133 LF. No other compensation shall be allowed. Lk Meridian Estates Storm Drainage Repair/Schleicher 2 - 2 July 5, 2017 Project Number: 16-3017 A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. SECTION 2-02.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.4 Measurement "Remove Existing Storm Sewer Pipe or Culvert," per linear foot, measured once along the invert of pipe. "Remove Existing Catch Basin or Manhole," per each structure removed per project specifications. "Remove Existing Asphalt Concrete Pavement," per square yard removed per project specifications. "Saw Cut Existing Asphalt Concrete Pavement," per linear foot measured once along the length of the cut. "Remove Cement Concrete Extruded Curb" per linear foot measured once along the length of the curb. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: "Remove Existing Storm Sewer Pipe Or Culvert," per linear foot. "Remove Existing Catch Basin or Manhole," per each. "Remove Existing Asphalt Concrete Pavement," per square yard. "Saw Cut Existing Asphalt Concrete Pavement," per linear foot. "Remove Cement Concrete Extruded Curb," per linear foot. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.1 Description Material excavated during trenching operations for storm drain installation shall be immediately removed and disposed of off-site. The quantity of material removed and disposed of shall be measured and paid as "Roadway Excavation Incl. Haul". SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site Lk Meridian Estates Storm Drainage Repair/Schleicher 2 - 3 July 5, 2017 Project Number: 16-3017 The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(94)D 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(l) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall scarify, aerate and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING. 2-07.4 Measurement Should the Contractor elect to use City of Kent supplied water, the Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also Lk Meridian Estates Storm Drainage Repair/Schleicher 2 - 4 July 5, 2017 Project Number: 16-3017 available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description The pay item "Geotextile Fabric, Woven" constitutes complete compensation for all labor, tools, material, and.equipment necessary to install geotextile at the locations shown on the plans and described in the specifications. All catch basin structures shall require placement of one layer of soil stabilization geotextile fabric below the base section. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Geotextile fabric shall meet or exceed the properties set forth by Table 3 of WSDOT Standard Specifications section 9-33.2(1) for Soil Stabilization. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. Lk Meridian Estates Storm Drainage Repair/Schleicher 2 - 5 July 5, 2017 Project Number: 16-3017 SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Woven geotextile fabric shall be measured per square yard of materials placed per project specifications. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment "Geotextile Fabric, Woven," per square yard. Lk Meridian Estates Storm Drainage Repair/Schleicher 2 - 6 July 5, 2017 Project Number: 16-3017 DIVISION 4 - BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches. Final density shall be at least 95 percent of maximum dry density per ASTM D-1557. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor shall not place any crushed surfacing intended for use as roadway base material until all subgrade underneath the traveled way has been proof-rolled. Proof rolling equipment shall produce a single axle load equivalent to the load produced from a Caterpillar 950GC. Lk Meridian Estates Storm Drainage Repair/Schleicher 4 - 1 July 5, 2017 Project Number: 16-3017 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT M I X ASPHALT SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 1 million. SECTION 5-04.3(7)A2 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(7)A2 Nonstatistical Evaluation (January 16, 2014 APWA GSP) Mix designs for HMA accepted by Nonstatistical evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure. and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2) and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti-strip and aggregate source compatibility from WSDOT lab testing. Anti-strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The proposed mix design indicated on a WSDOT mix design/anti- strip report that is within one year of the approval date • The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Lk Meridian Estates Storm Drainage Repair/Schleicher 5 - 1 July 5, 2017 Project Number: 16-3017 Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1 . Asphalt Cement and Gradation: Extraction tests shall be taken every 500± tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(8)A1 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A1 General (January 16, 2014 APWA GSP) Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial Lk Meridian Estates Storm Drainage Repair/Schleicher 5 - 2 July 5, 2017 Project Number: 16-3017 HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. SECTION 5-04.3(8)A4 IS SUPPLEMENTED WITH THE FOLLOWING: 5-04.3(8)A4 Definition of Sampling Lot and Sublot (January 16, 2014 APWA GSP) For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed: i. If test results are found to be within specification requirements, additional testing will be at the engineers discretion. ii. If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed. SECTION 5-04.3(8)A5 IS REVISED AS FOLLOWS: 5-04.3(8)AS Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. SECTION 5-04.3(8)A6 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A6 Test Methods (January 16, 2014 APWA GSP) Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be by WSDOT Standard Operating Procedure SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T27/T11 . SECTION 5-04.3(9) IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 5-04.3(9) Spreading and Finishing HMA Class 1/2" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class B asphalt concrete shall be 1 -1/2 inch. Lk Meridian Estates Storm Drainage Repair/Schleicher 5 - 3 July 5, 2017 Project Number: 16-3017 SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. Lk Meridian Estates Storm Drainage Repair/Schleicher 5 - 4 July 5, 2017 Project Number: 16-3017 SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.302) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. Immediately prior to paving, the wedge shall be removed and disposed of off-site. SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: SECTION 5-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.4 Measurement PG Tack for Pavement Reinforcement will be measured by the gallon of material for the installation of Pavement Reinforcement Interlay Grid, which is properly applied, satisfactorily confirmed proper application rate with required documentation, and accepted by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit Contract priced per ton for "Commercial HMA. PG 64-22" shall be full compensation for all costs, including anti stripping additive and water, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in the Subsection and which are included in the Proposal. Lk Meridian Estates Storm Drainage Repair/Schleicher 5 - 5 July 5, 2017 Project Number: 16-3017 DIVISION 7 - DRAINAGE STRUCTURES. STORM SEWERS. SAN I TARP SEWERS, WATER MA I NS AND CONDU I TS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for storm sewers for this project. Ductile Iron Sewer Pipe Class 52 ................... 9-05.13 Solid Wall PVC Storm Sewer Pipe .................. 9-05.12(1) 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General The Contractor shall expose and protect the buried power wire near station 102+66 prior to isolating work area for storm drain removal and replacement. The Contractor shall then drive a flat steel sheet through the existing 24 inch corrugated metal pipe approximately 2 feet north of its outfall into the lake. The sheet shall be driven perpendicular to the pipe outfall so as to form a water tight seal within the earthen embankment. The sheet shall be driven below the lowest point of trench excavation for storm drain replacement, remain partially exposed above ground, and be located completely within the embankment next to the lake. Steel sheet type and thickness shall be at the discretion of the Contractor, however should the steel sheet deform in a way that prevents a water tight seal, then the Contractor shall remove the sheet and re-install a thicker steel sheet at no cost to the Contracting Agency. Following steel sheet installation, the Contractor shall install a sump pump in a hole excavated within the trench, and pump excess ground water into the grass lawn immediately west of the small bay where the outfall is located. See section 7-08 for pumping requirements. The water shall be pumped into an area surrounding by wattles preventing release of turbid water. Care shall be taken not to over-excavate below the pipe zone. Mechanically embedded riprapper section 8-15 shall be installed to aid in stabilizing the base. After completion of storm drain installation, the Contractor shall backfill the trench and remove the isolation sheet pile. The Contractor shall then remove the final 2 feet of corrugated metal pipe remaining in the lake, and shape the embankment. Cost associated with this work shall be included in unit bid price for "Ductile Iron Storm Sewer Pipe, Cl. 52, 24 In. Diam." Lk Meridian Estates Storm Drainage Repair/Schleicher 7 - 1 July 5, 2017 Project Number: 16-3017 All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television 1 nspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment "Ductile Iron Storm Sewer Pipe, Cl. 52, 24 In. Diam.", per linear foot. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.2 Materials Adhesive for pollution prevention buttons shall be das #rs-222. Mortar for watertight sealing of catch basins and manholes shall meet material specifications of WSDOT section 9-04.3. All catch basins shall be precast concrete units and shall conform to WSDOT Standard Plan B-10.20-01 . All frames will conform to WSDOT standard plan B-30.10-01 . All grates will be bi-directional vaned grates installed in accordance with WSDOT Standard Plan B-30.40-01, and shall include block lettering on the top surfaces of storm drain castings that reads as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" Lk Meridian Estates Storm Drainage Repair/Schleicher 7 - 2 July 5, 2017 Project Number: 16-3017 SECTION 7-05.3 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements Costs associated with installing the concrete check dam shall be included in catch basin bid items. All manhole penetrations, lifting holes, barrel joints (interior and exterior), risers, and frames shall be sealed with mortar to prevent infiltration. Mortar shall conform to the requirements of the Standard Plans. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are uniform. SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish, and feathered to match inside of structure. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed to a depth of 4 inches below bottom of frame. Concrete Class 3000 shall then be placed to a depth of 3 inches below finished grade and be allowed to cure for at least 72 hours. For catch basins occurring within roadways, a final three inch lift of commercial hot mix asphalt per section 5-04 shall be placed and compacted with light compaction equipment to 92% of Rice Density. For catch basins outside roadways, the final three inches shall consist of compacted native material. Lk Meridian Estates Storm Drainage Repair/Schleicher 7 - 3 July 5, 2017 Project Number: 16-3017 7-05. ( ) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the fallowing standard poillution prevention button: Af��t Cost for installation Shall be included in Contractor's unit bid price for various types of catch basins. The Contractor is responsible for installation of the buttons, which includes all materials, labor, and equipment necessary to clean the pavement below the button and permanently adhere the button to the pavement. ,adhesive shall cover at least 50 percent of the back of the button, and beads shall be applied beginning at the outside of button moving in. Buttons will be provided by the City, the contractor shall supply the adhesive. SECTION 7-05.4 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.4 Measurement "Vaned Catch Basin Frame and Grate", per each frame and grate installed and adjusted to finished grade per project specifications. SECTION 7-05.5 /5 SUPPLEMENTED, BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Catch Basin Type 2 48 lnch [diameter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. The unit contract price per each for "Vaned Catch Basin Frame and Grate" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. 7-08 'GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: Lk Mericilan Estates Storm Drainage Repair/Schleicher 7 - 4 July :5. 2017 Project Number: 16-3017 7-08.2 Materials All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. Storm Sewers ................................. 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Pipe Zone Bedding ........................... 9-03.9(3) SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. Lk Meridian Estates Storm Drainage Repair/Schleicher 7 - 5 July 5, 2017 Project Number: 16-3017 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. SECTION 7-08.3(9)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with the trench detail shown on the plans, and compacted to at least 95 percent of maximum dry density as determined by ASTM D-1557. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Jointing of existing corrugated metal pipe to new ductile iron or pvc pipe shall be accomplished by installation of a 3000 psi strength concrete collar. Concrete shall be 6 inches thick, and overlap the ends of both pipes by 1 foot. SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. 7-08.3(3) IS MODIFIED BY DELETING THE FIRST SENTENCE OF THE FIRST PARAGRAPH AND REPLACING IT WITH THE FOLLOWING NEW SENTENCE: 7-08.3(3) Backfilling Lk Meridian Estates Storm Drainage Repair/Schleicher 7 - 6 July 5, 2017 Project Number: 16-3017 Placement of pipe zone backfill shall be performed in accordance with these requirements, the Standard Plans, and the trench detail shown on the plans. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe The Contractor shall assume all pipes to be plugged are 24" pipes. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08,3(5) Street Restoration Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. Lk Meridian Estates Storm Drainage Repair/Schleicher 7 - 7 July 5, 2017 Project Number: 16-3017 All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement "Concrete Collar", per each collar installed and cured. "Pipe Zone Bedding", per ton in accordance with section 4-04.4. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. "Concrete Collar", per each. Lk Meridian Estates Storm Drainage Repair/Schleicher 7 - 8 July 5, 2017 Project Number: 16-3017 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.1 Description This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 Tackifier ...............................8-01 .3(2)E and 9-14.4(7) Biodegradable Erosion Control Blanket....9-14.5 Table 6 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Turbidity curtains shall be installed and maintained at locations indicated on the plans and in conformance with the turbidity curtain detail on the plans, in advance of outfall isolation. Geotextile fabric shall be impermeable. Ballast is not allowed to be used to sink the bottom of the curtain to the lake bed, this shall be accomplished by using a galvanized steel chain heavy enough to secure the turbidity curtain firmly to the ground. The ends of the curtain shall be pulled flush with lake embankments and secured to eliminate seepage. The curtain shall become the property of the contractor at the completion of the project. Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 1 July 5, 2017 Project Number: 16-3017 Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A IS SUPPLEMENTED BYADD►NG THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 2 July 5, 2017 Project Number: 16-3017 SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1 . WAC 173-201 A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION 8-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 3 July 5, 2017 Project Number: 16-3017 Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes.prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1 . Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 4 July 5, 2017 Project Number: 16-3017 The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01 .3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 lbs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 5 July 5, 2017 Project Number: 16-3017 SECTION 8-01.3(2)E IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(2)E Soil Binders and Tacking Agents Unless specified otherwise, wood cellulose fiber mulch per Section 9-14.4(2) of the WSDOT Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be Type A as specified in Section 9-14.4(7) of the WSDOT Standard Specifications. When specified, soil binders and tacking agents shall be applied in accordance with the manufacturer's recommendations. SECTION 8-01.3(2)F IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-01.3(2)F Dates for Application of Final Seed, Fertilizer, and Mulch Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1 . Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-01.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)G Protection and Care of Seeded Areas Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-01.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)H I nspection Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 6 July 5, 2017 Project Number: 16-3017 Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. SECTION 8-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.4 Measurement Turbidy curtains shall be measured per each curtain installed and maintained. SECTION 8-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per acre for "Seeding. Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 7 July 5, 2017 Project Number: 16-3017 Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit bid price per each for "Turbidity Curtain" constitutes complete compensation for all labor, tools, materials, supplies and equipment necessary to construct and install the turbidity curtain as shown on the plans, including fabric, posts and gravel to anchor fabric. This bid item also includes: maintenance throughout the project; and removal and disposal of the curtain as directed by the Engineer. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1(1) Submittals The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 8 July 5, 2017 Project Number: 16-3017 All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials Materials shall meet the requirements of the following sections: Seed ....................................................... 9-14.2 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-04.30) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. Curb installed shall meet the dimensions and material requirements of WSDOT Standard Plan F-10.12-03 for Cement Concrete Traffic Curb. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment The unit contract price per linear foot for "Cement Concrete Traffic Curb" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. 8-15 R I PRAP SECTION 8-15.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-15.2 Materials Mechanically Embedded Riprap........ 9-13.1 (5) Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 9 July 5, 2017 Project Number: 16-3017 SECTION 8-15.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-15.3(4) Mechanically Embedded Riprap Riprap shall be uniformly embedded into the ground so that riprap sits flush with top of native soils below proposed catch basin and storm drain in the sinkhole repair area. The quantity of riprap installed will be at the discretion of the Engineer. SECTION 8-15.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-15.4 Measurement Mechanically Embedded Riprap shall be measured by the ton of embedded material. SECTION 8-15.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-15.5 Payment "Mechanically Embedded Riprap," per ton. 8-22 PAVEMENT MARKING SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Material for pavement and curb markings shall be white, red or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint shall be described in the Qualified Products List as "Temporary Pavement Marking Paint — Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal, and shall be applied at a rate of 5 pounds per gallon of paint. Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item. Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 10 July 5, 2017 Project Number: 16-3017 undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. SECTION 5-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Red edge-line paint stripe shall be measured by the linear foot placed to match existing width up to 6 inches wide. SECTION 5-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Red Edge-Line Paint Stripe," per linear foot. Lk Meridian Estates Storm Drainage Repair/Schleicher 8 - 11 July 5, 2017 Project Number; 16-3017 DIVISION 9 - IMATERM,S 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix "A" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% Pre-inoculated) Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewin s Fescue 95% 90% 0.5% 40% Perennial R e rass 95% 90% 0.5% 20% Alta Tall Fescue 95% 90% 0.5% 15% Annual R e rass T 95% 90% 0.5% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. Lk Meridian Estates Storm Drainage Repair/Schleicher 9 - 1 July 5, 2017 Project Number: 16-3017 Special Work Special Work Section 1: Excess Sediment Removal 1 .1 Description: Sediment accumulation above pipe inverts shall be removed, aerated, and hauled and disposed of at an approved facility. The outfalls shall be temporarily isolated and adjacent area dewatered. Force account work will be administered in accordance with section 1 -09.6 of the Standard Specifications for Road, Bridge, and Municipal Construction 2016 as amended. 1 .2 Materials: Vacant 1 .3 Construction Requirements Equipment must use environmentally accepted lubricants composed of biodegradable base oils such as vegetable oils, synthetic esters, and polyalkylene glycols in equipments operated in or near the water. All fish shall be safely captured and placed outside the work zone within the lake. WDFW may be able to assist in fish exclusion if the contractor requests and personnel are available. 1 .4 Measurement No specific unit of measurement applies to this section. 1 .5 Payment "Excess Sediment Removal" per Force Account. Lk Meridian Estates Storm Drainage Repair/Schleicher SW - 1 July 5, 2017 Project Number: 16-3017 PRE`/A I L I NG WAGE DATES Lk Meridian Estates Storm Drainage Repair/Schleicher A - 1 July 5, 2017 Project Number: 16-3017 Page 1 of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 07/25/2017 Count Trade Job Classification Wa a lHoliday Overtime Note King Asbestos Abatement Workers Journey Level $45.25 5D 1 H King Boilermakers Journey Level $64.54 5N 1C King Brick Mason Journey Level $54.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $54.32 5A 1M King Building Service Employees Janitor $22.84 5S 2F King Building Service Employees Traveling Waxer/Shampooer $23.29 5S 2F King Building Service Employees Window Cleaner (Non- $24.54 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $27.33 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $55.51 5D 4C King Carpenters Bridge, Dock And Wharf $55.51 5D 4C Carpenters King Carpenters Carpenter $55.51 5D 4C King Carpenters Carpenters on Stationary Tools $55.64 5D 4C King Carpenters Creosoted Material $55.61 5D 4C King Carpenters Floor Finisher $55.51 5D 4C King Carpenters Floor Layer $55.51 5D 4C King Carpenters Scaffold Erector $55.51 5D 4C King Cement Masons Journey Level $55.56 7A 1M King Divers Et Tenders Diver $108.77 5D 4C 8A King Divers It Tenders Diver On Standby $66.05 5D 4C King Divers Et Tenders Diver Tender $59.88 5D 4C King Divers Et Tenders Surface Rcv it Rov Operator $59.88 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $55.76 5A 4C Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F Page 2of17 King Dredge Workers Leverman, Hydraulic $58.67 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $55.51 5D 1 H King Drywall Tapers Journey Level $55.66 5P 1 E King Electrical Fixture Maintenance Journey Level $27.99 5L 1 E Workers King Electricians - Inside Cable Splicer $73.20 7C 4E King Electricians - Inside Cable Splicer (tunnel) $78.591 7C 4E King Electricians - Inside Certified Welder $70.75 7C 4E King Electricians - Inside Certified Welder (tunnel) $75.89 7C 4E King Electricians - Inside Construction Stock Person $38.69 7C 4E King Electricians - Inside Journey Level $68.30 7C 4E King Electricians - Inside Journey Level (tunnel) $73.20 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $73.93 5A 4D Construction King Electricians - Powerline Certified Line Welder $67.60 5A 4D Construction King Electricians - Powerline Groundperson $45.49 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $67.60 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $67.60 5A 4D Construction King Electricians - Powerline Line Equipment Operator $57.02 5A 4D Construction King Electricians - Powerline Pole Sprayer $67.60 5A 4D Construction King Electricians - Powerline Powderperson $50.76 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $85.45 7D 4A King Elevator Constructors Mechanic In Charge $92.35 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.20 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Flaers Journey Level $38.36 7A 31 King Glaziers Journey Level $59.31 7L 1y King Heat Et Frost Insulators And Journeyman $65.68 5.1 4H Asbestos Workers King Heating Equipment Mechanics Journey Level $75.46 7F 1 E King Hod Carriers Et Mason Tenders Journey Level $46.66 7A 31 King Industrial Power Vacuum Journey Level $11.00 1 Cleaner King Inland Boatmen Boat Operator $59.86 5B 1K King Inland Boatmen Cook $56.18 5B 1K -7/13/7n1 7 Page 3 of 17 King Inland Boatmen Deckhand $56.181 5B 1K King Inland Boatmen Deckhand Engineer $57.26 5B 1 K King Inland Boatmen Launch Operator $58.59 5B 1 K King Inland Boatmen Mate $58.59 5B 1 K King Inspection/Cleaning/Sealing Cleaner Operator, Foamer $31.49 1 Of Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Grout Truck Operator $11.48 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Head Operator $24.91 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician $19.33 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Seating Tv Truck Operator $20.45 1 Of Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $55.51 5D 4C King Ironworkers Journeyman $65.48 7N 10 King Laborers Air, Gas Or Electric Vibrating $45.25 7A 31 Screed King Laborers Airtrac Drill Operator $46.66 7A 31 King Laborers Ballast Regular Machine $45.25 7A 31 King Laborers Batch Weighman $38.36 7A 31 King Laborers Brick Pavers $45.25 7A 31 King Laborers Brush Cutter $45.25 7A 31 King Laborers Brush Hog Feeder $45.25 7A 31 King Laborers Burner $45.25 7A 31 King Laborers Caisson Worker $46.66 7A 31 King Laborers Carpenter Tender $45.25 7A 31 King Laborers Caulker $45.25 7A 31 King Laborers Cement Dumper-paving $46.09 7A 31 King Laborers Cement Finisher Tender $45.25 7A 31 King Laborers Change House Or Dry Shack $45.25 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $45.25 7A 31 King Laborers Chipping Gun(30 Lbs. And $46.09 7A 31 Over) King Laborers Choker Setter $45.25 7A 31 King Laborers Chuck Tender $45.25 7A 31 King Laborers Clary Power Spreader $46.09 7A 31 King Laborers Clean-up Laborer $45.25 7A 31 King Laborers Concrete Dumper/chute $46.09 7A 31 Operator King Laborers Concrete Form Stripper $45.25 7A 31 King Laborers Concrete Placement Crew $46.09 7A 31 King Laborers $46.09 7A 31 Page 4 of 17 Concrete Saw Operator/core Driller King Laborers Crusher Feeder $38.36 7A 31 King Laborers Curing Laborer $45.25 7A 31 King Laborers Demolition: Wrecking Et $45.25 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $45.25 7A 31 King Laborers Diver $46.66 7A 31 King Laborers Drill Operator $46.09 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $45.25 7A 31 King Laborers Dump Person $45.25 7A 31 King Laborers Epoxy Technician $45.25 7A 31 King Laborers Erosion Control Worker $45.25 7A 31 King Laborers Faller Et Bucker Chain Saw $46.09 7A 31 King Laborers Fine Graders $45.25 7A 31 King Laborers Firewatch $38.36 7A 31 King Laborers Form Setter $45.25 7A 31 King Laborers Gabian Basket Builders $45.25 7A 31 King Laborers General Laborer $45.25 7A 31 King Laborers Grade Checker Et Transit $46.66 7A 31 Person King Laborers Grinders $45.25 7A 31 King Laborers Grout Machine Tender $45.25 7A 31 King Laborers Groutmen (pressure)including $46.09 7A 31 Post Tension Beams King Laborers Guardrail Erector $45.25 7A 31 King Laborers Hazardous Waste Worker $46.66 7A 31 (level A) King Laborers Hazardous Waste Worker $46.09 7A 31 (level B) King Laborers Hazardous Waste Worker $45.25 7A 31 (level C) King Laborers High Scaler $46.66 7A 31 King Laborers Jackhammer $46.09 7A 31 King Laborers Laserbeam Operator $46.09 7A 31 King Laborers Maintenance Person $45.25 7A 31 King Laborers Manhole Builder-mudman $46.091 7A 31 King Laborers Material Yard Person $45.25 7A 31 King Laborers Motorman-dinky Locomotive $46.09 7A 31 King Laborers Nozzleman (concrete Pump, $46.09 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $46.09 7A 31 Page 5 of 1/ King Laborers Pilot Car $38.361 7A 31 King Laborers Pipe Layer Lead $46.66 7A 31 King Laborers Pipe Layer/tailor $46.09 7A 31 King Laborers Pipe Pot Tender $46.09 7A 31 King Laborers Pipe Reliner $46.09 7A 31 King Laborers Pipe Wrapper $46.09 7A 31 King Laborers Pot Tender $45.25 7A 31 King Laborers Powderman $46.66 7A 31 King Laborers Powderman's Helper $45.25 7A 31 King Laborers Power Jacks $46.09 7A 31 King Laborers Railroad Spike Puller - Power $46.09 7A 31 King Laborers Raker - Asphalt $46.66 7A 31 King Laborers Re-timberman $46.66 7A 31 King Laborers Remote Equipment Operator $46.09 7A 31 King Laborers Rigger/signal Person $46.09 7A 31 King Laborers Rip Rap Person $45.25 7A 31 King Laborers Rivet Buster $46.09 7A 31 King Laborers Rodder $46.09 7A 31 King Laborers Scaffold Erector $45.25 7A 31 King Laborers Scale Person $45.25 7A 31 King Laborers Sloper (over 20") $46.09 7A 31 King Laborers Sloper Sprayer $45.25 7A 31 King Laborers Spreader (concrete) $46.09 7A 31 King Laborers Stake Hopper $45.25 7A 31 King Laborers Stock Piler $45.25 7A 31 King Laborers Tamper Et Similar Electric, Air $46.09 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $46.09 7A 31 propelled) King Laborers Timber Person - Sewer $46.09 7A 31 (lagger, Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $45.25 7A 31 King Laborers Topper $45.25 7A 31 King Laborers Track Laborer $45.25 7A 31 King Laborers Track Liner (power) $46.09 7A 31 King Laborers Traffic Control Laborer $41.02 7A 31 8R f King Laborers Traffic Control Supervisor $41.02 7A 31 8R King Laborers Truck Spotter $45.25 7A 31 King Laborers Tugger Operator $46.09 7A 31 King Laborers Tunnel Work-Compressed Air $83.12 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $88.15 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $91.83 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $97.53 7A 31 Worker 54.01-60.00 psi hff-nc•//fnri-rccc ►era acnv 7/2/)nl7 Page 6of17 King Laborers Tunnel Work-Compressed Air $99.65 7A 31 ' Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $104.75 7A 31 8Q Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $106.65 7A 31 8� Worker68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $108.65 7A 31 8�( Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $110.65 7A 31 8iQ Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $46.76 7A 31 Tender King Laborers Tunnel Work-Miner $46.76 7A 31 King Laborers Vibrator $46.09 7A 31 King Laborers Vinyl Seamer $45.25 7A 31 King Laborers Watchman $34.86 7A 31 King Laborers Welder $46.09 7A 31 King Laborers Well Point Laborer $46.09 7A 31 King Laborers Window Washer/cleaner $34.86 7A 31 King Laborers - Underground Sewer General Laborer Et Topman $45.25 7A 31 Et Water King Laborers - Underground Sewer Pipe Layer $46.09 7A 31 Et Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $55.51 5D 1 H King Marble Setters Journey Level $54.32 5A 1 M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $11.00 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (in Shop} Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $57.01 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.561 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $11.00 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $40.60 6Z 2B King Pile Driver Journey Level $55.76 5D 4C King Plasterers Journey Level $53.20 ZQ 1R /.,....,..1....1.... /. -7/91-In i -7 Page 7of17 King Playground Et Park Equipment Journey Level $11.00 1 Installers King Plumbers Et Pipefitters Journey Level $76.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $58.69 7A 3C 8P King Power Equipment Operators Assistant Engineer $55.21 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $58.17 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $58.17 7A 3C 8P Concrete King Power Equipment Operators Bobcat $55.21 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $55.21 7A 3C 8P Equipment King Power Equipment Operators Brooms $55.21 7A 3C 8P King Power Equipment Operators Bump Cutter $58.17 7A 3C 8P King Power Equipment Operators Cableways $58.69 7A 3C 8P King Power Equipment Operators Chipper $58.17 7A 3C 8P -King Power Equipment Operators Compressor $55.21 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $58.69 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $55.21 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $57.72 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $58.17 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $57.72 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $60.47 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $58.17 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $59.28 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 tons- 299 tons, or $59.88 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $60.47 7A 3C 8P 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $58.69 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $55.21 7A 3C 8P Under King Power Equipment Operators Cranes: Friction cranes $59.88 7A 3C 8P through 199 tons King Power Equipment Operators $57.72 7A 3C I 8P hti-nc• //fnrf-rocc SAID ncnv 7/1/11)1 7 Page 8 of 17 Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $58.17 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $58.17 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $58.69 7A 3C 8P King Power Equipment Operators Dozers D-9 & Under $57.72 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $57.72 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $59.28 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $55.21 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $58.17 7A 3C 8P And Gamaco Ft Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $57.72 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $55.21 7A 3C 8P With Attachments King Power Equipment Operators Grade Engineer: Using Blue $58.17 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $55.211 7A 3C 8P King Power Equipment Operators Guardrail Punch $58.17 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $58.69 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $58.17 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $57.72 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $58.17 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $57.72 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $55.21 7A 3C 8P Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Ft $59.28 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $58.69 7A 3C 8P But Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $58.17 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $58.17 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $57.72 7A 3C 8P King Power Equipment Operators Locomotives, All $58.17 7A 3C 8P King Power Equipment Operators Material Transfer Device $58.17 7A 3C 8P King Power Equipment Operators $59.28 7A 3C 8P hl-l-r�c //F� - roe-r• .w.� e�� i/�ri/i�r��e�l��li..ram/r�rilAl er�Ir.�L..r� —rrw —7/?/7ll1 —7 Page 9 of 17 Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $58.69 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, $58.69 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $55.21 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $57.72 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $58.17 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $59.28 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $58.69 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $55.21 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $58.17 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $57.72 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $55.21 7A 3C 8P King Power Equipment Operators Power Plant $55.21 7A 3C 8P King Power Equipment Operators Pumps -Water $55.21 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $55.21 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $58.69 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $55.21 7A 3C 8P King Power Equipment Operators Rigger/Signal Person, BeRman $57.72 7A 3C 8P (Certified) King Power Equipment Operators Rollagon $58.69 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $55.21 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $57.72 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $58.17 7A 3C 8P King Power Equipment Operators Saws - Concrete $57.72 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $58.17 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry $57.72 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $58.69 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $57.72 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $55.21 7A 3C 8P King Power Equipment Operators $57.72 7A 3C 8P 6. -- .... 1/C...a.-...... ....../I...:/...-...-1--1,.....l . ...CAI-.-.. !^n /"Ati -7 Page 10 of 17 Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $58.69 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $58.17 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $59.28 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $59.88 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $58.69 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et $58.69 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $58.17 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $57.72 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In $59.28 7A 3C 8P Height Base To Boom King Power Equipment Operators Tower Crane: over 175' $59.88 7A 3C 8P through 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in $60.47 7A 3C 8P height from base to boom King Power Equipment Operators Transporters, All Track Or $58.69 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $57.72 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $58.17 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $57.72 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $58.17 7A 3C 8P Conveyor King Power Equipment Operators Welder $58.69 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farmall Type $55.21 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $58.17 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, $58.17 7A 3C 8P Underground Sewer Et Water Concrete King Power Equipment Operators- Bobcat $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $55.21 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $55.21 7A 3C 8P Underground Sewer Et Water hf-f-r%c• //f^rfrecc IAI'9 nnv/Ir-.;AAI^ I^AI/Iim/%AI-1-1— 7/'3/7r11 -7 Page 11 of 17 King Power Equipment Operators- Bump Cutter $58.17 7A 3C 8P Underground Sewer Et Water King Power E ui ment Operators- Cableways $58.69 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Chipper $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $58.69 7A 3C 8P Underground Sewer Ft Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $55.21 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump -Mounted Or $57.72 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $58.17 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $60.47 7A 3C 8P Underground Sewer &t Water over King Power Equipment Operators- Cranes: 20 Tons Through 44 $58.17 7A 3C 8P Underground Sewer 8t Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $59.28 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $59.88 7A 3C 8P Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $60.47 7A 3C 8P Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 $58.69 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $55.21 7A 3C 8P Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes $59.88 7A 3C 8P Underground Sewer Et Water through 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $57.72 7A 3C 8P Under round Sewer Et Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $58.17 7A 3C 8P Underground Sewer 8t Water (power) King Power Equipment Operators- Derricks, On Building Work $58.69 7A 3C 8P Underground Sewer Et Water httnc•//fnrtrAcc �nra nnv/Ini/tinranclnnlsiin/nr�rlAlanolnnl�iin acne 7/1/')nl7 Page 12 ot- 17 King Power Equipment Operators- Dozers D-9 Et Under $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $57.72 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $59.28 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $55.21 7A 3C 8P Underground Sewer & Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $58.17 7A 3C 8P Underground Sewer Et Water And Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $57.72 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $55.21 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $58.17 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $58.69 7A 3C 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $58.17 7A 3C 8P ` Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $57.72 7A 3C 8P Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/directional Drill $58.17 7A 3C 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $57.72 7A 3C 8P Underground Sewer Et Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $55.21 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $59.28 7A 3C 8P Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $58.69 7A 3C 8P Underground Sewer Et Water But Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $58.17 7A 3C 8P Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $58.17 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Loaders: Elevating Type Belt $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $59.28 7A 3C 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) httnc-//fnrt-racc wa nnv/Ini/wanrzlnnl<iin/nrvWanpinnkiin acnx 7/4/'?n17 Page 13of17 King Power Equipment Operators- Motor Patrol Graders $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, $58.69 7A 3C 8P Underground Sewer Et Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $55.21 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $57.72 7A 3C 8P Underground Sewer It Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $58.17 7A 3C 8P Underground Sewer Et Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $59.28 7A 3C 813 Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $58.69 7A 3C 813 Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $58.17 7A 3C 8P Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $55.21 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $55.21 7A 3C 813 Underground Sewer Et Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $58.69 7A 3C 813 Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman $57.72 7A 3C 813 Underground Sewer Et Water (Certified) King Power Equipment Operators- Rollagon $58.69 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $57.72 7A 3C 8P Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $58.17 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $57.72 7A 3C 813 Underground Sewer Et Water King $58.17 7A 3C 8P h+-+---. / .,- r. ,/I.../..,-..-...I....L..-/... AAI-..... -7» Inf%4 -7 Page 14 of 17 Power Equipment Operators- Scraper, Self Propelled Under Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry $57.72 7A 3C 8P Underground Sewer Et Water All King Power Equipment Operators- Scrapers, Self-propelled: 45 $58.69 7A 3C 8P Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $55.21 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $57.72 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $58.69 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $58.17 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $59.28 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $59.88 7A 3C 8P Underground Sewer a Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $58.69 7A 3C 8P Underground Sewer Ft Water Screedman King Power Equipment Operators- Subgrader Trimmer $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In $59.28 7A 3C 8P Underground Sewer Ft Water Height Base To Boom King Power Equipment Operators- Tower Crane: over 175' $59.88 7A 3C 8P Underground Sewer Et Water through 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in $60.47 7A 3C 8P Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or $58.69 7A 3C 8P Underground Sewer Ft Water Truck Type King Power Equipment Operators- Trenching Machines $57.72 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $58.17 7A 3C 8P Underground Sewer 6t Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver $57.72 7A 3C 8P Underground Sewer Et Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable $58.17 7A 3C 8P Underground Sewer Et Water Conveyor King Power Equipment Operators- Welder $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $55.21 7A 3C 8P Underground Sewer Et Water hi-i-nc-//fnrl-recc vAin nnxi/Ini/iAinnelnnliiim/mext%A/ne4'nI.-.nliiiv% ne-r— 7/2/9111 7 Page 15 of 17 King Power Equipment Operators- Yo Yo Pay Dozer $58.17 7A 3C 8P + Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $48.54 5A 4A Trimmers King Power Line Clearance Tree Spray Person $46.03 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $48.54 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $43.32 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $32.68 5A 4A Trimmers King Refrigeration Et Air Journey Level $75.36 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $54.32 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $41.69 5D 4C Applicators King Residential Drywall Tapers Journey Level $55.66 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $39.40 7L 1 H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipefitters King Residential Refrigeration & Air Journey Level $75.36 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $45.99 7F 1 R Workers King Residential Soft Floor Lavers Journey Level $45.86 5A 3D ;King Residential Sprinkler Fitters Journey Level $44.98 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $54.32 5A 1M King Residential Terrazzo Workers Journey Level $50.26 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $47.51 5A 3H King Roofers Using Irritable Bituminous $50.51 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $75.46 7F 1 E King Shipbuilding Et Ship Repair Boilermaker $41.72 7M 1H King Shipbuilding Et Ship Repair Carpenter $41.06 7T 2B King Shipbuilding Et Ship Repair Electrician $41.09 7T 4B hffnc•//fnrtrccc lArn nnxlAni/%Aranclnnlsiin/nrvlAlmnclnnl�iin menu Page lb of 17 King Shipbuilding Et Ship Repair Heat Et Frost Insulator $65.681 SJ 4H King Shipbuilding Et Ship Repair Laborer $41.08 7T 4B King Shipbuilding Et Ship Repair Machinist $41.32 7T 4B King Shipbuilding Et Ship Repair Operator $41.03 7T 4B King Shipbuilding Et Ship Repair Painter $41.05 7T 4B King Shipbuilding Et Ship Repair Pipefitter $41.05 7T 4B King Shipbuilding Et Ship Repair Rigger $41.12 7T 4B King Shipbuilding Et Ship Repair Sheet Metal $41.04 7T 4B King Shipbuilding Et Ship Repair Shipfitter $41.12 7T 4B King Shipbuilding Et Ship Repair Trucker $41.26 7T 4B King Shipbuilding Et Ship Repair Warehouse $41.02 7T 4B King Shipbuilding Et Ship Repair Welder/Burner $41.12 7T 46 King Sign Makers Et Installers Sign Installer $22.92 1 (Electrical) King Sign Makers Et Installers Sign Maker $21.36 1 (Electrical) King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers a Installers (Non- Sign Maker $33.25 1 Electrical King Soft Floor Lavers Journey Level $45.86 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $72.89 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structurall King Stone Masons Journey Level $54.32 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $57.72 7A 3C 8P Surveyor King Surveyors Chainman $57.17 7A 3C 8P King Surveyors Construction Site Surveyor $58.69 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $38.84 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $21.45 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $37.21 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $38.84 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer 11 $38.03 5A 2B Outside King Telephone Line Construction - Telephone Equipment $38.84 5A 2B Outside Operator (Heavy) King Telephone Line Construction - Telephone Equipment $36.09 5A 2B Outside Operator (Light) httnc• //fn•^lrocc 1Ar-M nnv/IniA Ain neIt-n^L t•r% e%^L iim mc- w 7/'2/7017 Page 17 of 17 King Telephone Line Construction - Telephone Lineperson $36.09 5A 2B Outside King Telephone Line Construction - Television Groundperson $20.33 5A 2B Outside King Telephone Line Construction - Television $27.21 5A 2B Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $32.55 5A 2B Outside King Telephone Line Construction - Television Technician $29.18 5A 2B Outside King Telephone Line Construction - Tree Trimmer $36.09 5A 2B Outside King Terrazzo Workers Journey Level $50.26 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finisher $41.09 5A 1 B Finishers King Traffic Controt Stripers Journey Level $44.851 7A 1 K King Truck Drivers Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $52.701 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers hf+nQ• //fr%V+rcCQ IAIn fin-,i/Ini/%er=nolnnLiin/nrv{A/nnolnnLiin -mcr,v 7/2V)n17 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two(2) hours after eight(8) regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve(12)hours,Monday through Friday and after ten(10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5.00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage.All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2)hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations.After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8) hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 3. D. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 15%over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday,the first four(4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten (10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve (12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two(2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day,ten hour work week,and Saturday shall be paid at one and one half(1%)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and 5 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays: New Year's Day,Memorial Day, Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). Holiday Codes Continued 5. I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day, Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-Day On Christmas Eve Day.(9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating 6 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Holiday(10). I. Paid Holidays:New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7). Holiday Codes Continued 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day, President's Day, Independence Day,Memorial Day,Labor Day,Thanksgiving Day,The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls 7 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Holiday Codes Continued 7. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day,and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas, and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 8 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Note Codes 8. A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50'To 100'-$2.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet Note Codes Continued 8. C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50'To 100'-$1.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: S0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: 51.00,Level B: $0.75,Level C:$0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: $1.50,Class C Suit: $1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 20-12 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. S. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. This classification is only effective on or after August 31,2012. 9 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 T. Effective August 31, 2012 — A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: $1.50,And Class C Suit: $1.00. Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional$0.50 per hour. 10 w S SIGNATURE REQUEST�FOR MAVORrcaaaper; w.�mo �u�cewem n..mr .ewrreen oe.annn 'mare sm nMer e or xs ate5wt: e as f�ou ree vlH �n� nr cq a� naraovac. ��usu� p . oayn ren p ' ��N a� y9�a��mm a �t�w�i i�F h�aWati i T Agenda Item: Bids - 9A KENT TO: City Council DATE: August 1, 2017 SUBJECT: Lake Meridian Estates Storm Drainage Repair Project - Award MOTION: : Award the Lake Meridian Estates Storm Drainage Repair Project to Road Construction, Northwest, Inc. in the amount of $307,230.00 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project consists of installing approximately 220 linear feet of storm drain pipe appurtenances, removal of existing storm drain, and surface restoration. 60 feet of storm drain pipe will be removed and replaced immediately adjacent to Lake Meridian. This portion of the work will require clewatering of the storm drain trench. The project will be constructed within the Lake Meridian Estates mobile home community, located immediately north of Lake Meridian and 25739 135t" Ave E. The city has obtained easements to allow for construction of improvements to take place, The Engineers estimate for this project was $444,114.00. EXHIBITS- Memo dated July 25, 2017 RECOMMENDED BY: Public Works Director BUDGET IMPACTS: None. This project is funded through previously budgeted storrnwater utility funds.