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HomeMy WebLinkAboutPW17-479 - Original - Buckley Nursery Company - Briscoe-Desimone Levee Inprobements Reach 1 RM 14.75 to 14.96 Mitigation Planting - 10/16/2017 i R, ecords f � rn �e��r�T � Document � ' r `4 I Ila `��fk Ni ibiuba i``orC 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: Buckley Nursery Comgany Vendor Number: JD Edwards Number Contract Number: w 11 ., wi This is assigned by City Clerk's Office Project Name: Briscoe-Desimone Levee Improvements Reach 2 & 3 Mitigation Planting Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: Contract Effective Date: Date of the Mayor's signature Termination Date: 75workingdays Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Drew Holcomb Department: Engineering Contract Amount: $355,361.33 _ ' Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of planting and maintaining native trees and shrubs along the Green i wver and the inskalC ton of a iirriga(mn system: As of: 08/27/14 rypl dro 4U 0 Po8 4x� r iv r I ✓µw�. � �, � ar w � mau. c m «: �uy � .;m su ..e•u m Mu�ua o'"� � ��� W� M n y � v ^ w I , !A W . m I@ Wpm w an ns a m m e o I � rvs�i t i a.W m (....� Ili .. W lib m +r KE [T Agenda Item: Bids - 9A W� .,' TO: City Council DATE: September 19, 2017 SUBJECT: Briscoe-Desimone Levee Improvements Reach 2 and 3 Mitigation Planting Project - Award MOTION: Award the Briscoe-Desimone Levee Improvements Reach 2 and 3 Mitigation Planting Project to Buckley Nursery, Co. in the amount of $355,361.33 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 will install a drip line irrigation system for the 850 LF Reach 2 and the 2350 LF Reach 3 levees along the Green River and consist of planting and maintaining 60 native trees and 1,200 shrubs. The project includes the installation of two service line connections and two water meters to provide water for the irrigation systems. Maintenance of plantings shall include weeding and watering for 3-years after installation to ensure native plant survival. The Engineers estimate for this project was $475,755.50. EXHIBITS: Memo dated September 12, 2017 RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: This project is funded by approved funds from the Flood Control District Inter-local Agreement for the Briscoe Desimone Levees. PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe , ,.Jit�rmw, ,a�t Kent, WA 98032 m�rWkar�rl K T Fax: 253-856-6500 w A I I-1. PHONE: 253-856-5500 mnumirvnrvunrnwumanuaemrrau;wummrvnrraswmrm.et,ea CITY OF KENT KING COUNTY, WASHINGTON Briscoe-Desimone Levee Improvements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting Project Number: 09-3010 ADDENDUM No. 1 September 7, 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.,ll., CHANGES AIRIE REFLECTED IN RED I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement pages 6 - 13 of the Bidder's Document. Bidders must use the replacement pages. SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1045 8-14.5 515 Cement Concrete Sidewalk $ $ WSDOT SQ YDS Per SY SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL o' NO. NO. QUANTITY PRICE AMOUNT o, 3 7015 -01.5 3 Inlet Protection $ Y KSP EACH IPelr EA 3 3 3 pM" MAYOR SUZETTE COOLE mwrn urrr rri ,r .. ,nirnii<r fiin iry marm I..n^.aaao rr cmurYr ev r.nv n v ii nn� eir.,,w'a a n, SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8017 -02.5 25 Bairk Vl $ $ IKSP CU YIDS Per CY 8045 8-02.5 2430 PSIPE Bigleaf Maple $ $ KSP EACH (5 gallon) Per EA 8060 8-02.5 6 PSIPE Black Cottonwood $ $ KSP EACH (4' 3' live cute-i raj,-6°`-diameter Per EA diair mteir) 8065 9-F62..5 6 IttSIPIr"-;itka Wflkcm KE34x EAC 4 (4"live Pe A 8070 8-02.5 3680, PSIPE Red Flowering Currant $ $ KSP EACH (1 gallon) Per EA 8075 8-02.5 3671. PSIPE Oceanspray $ $ KSP EACH (1 gallon) Per EA 8080 8-02.5 3877 PSIPE Tall Oregon Grape $ $ KSP EACH (1 gallon) Per EA 8085 8-02.5 1,38274 PSIPE Snowberry $ $ KSP EACH (1 gallon) Per EA 8090 8-02.5 5^3 10 PSIPE Pacific Ninebark $ $ KSP EACH (1 gallon) Per EA z SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8095 8-02.5 55 :109 PSIPE Black Twinberry $ $ KSP EACH (1 gallon) Per EA 8100 8-02.5 ;I-fie 30 PSIPE Salmonberry $ $ KSP EACH (1 gallon) Per EA 8105 8-02.5 88175 PSIPE Thimbleberry $ $ KSP EACH (1 gallon) Per EA 8110 8-02.5 4:£&8 208 PSIPE Nootka Rose $ $ KSP EACH (1 gallon) Per EA 8115 8-02.5 fr 12 PSIPE Red Twig Dogwood $ $ KSP EACH (1 gallon) Per EA 8120 8-02.5 44. 81 PSIPE Swamp Rose $ $ KSP EACH (1 gallon) Per EA 8125 1 Reach 2 Plant Establishment, $ $ -11 ,5 LUMP SUM Year 2 Per LS KSP 8130 &41,;3-(43.,) 1 Reach 2 Plant Establishment, $ $ " .5 LUMP SUM Year 3 Per LS KSP 8135 14 04-E0-3) 1 Reach 3 Plant Establishment, $ $ °-02,x LUMP SUM Year 2 Per LS KSP 3 SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8140 8 +CYY-;3(13) 1 Reach 3 Plant Establishment, $ $ 3-0 .5 LUMP SUM Year 3 Per LS KSP II - KEINT SPECIAL PROVISIONS Page 1-10 - Section 1-05.14 - Cooperation With Other Contractors IRIEVISIE as follows: Details of known projects are as follows: N/A glriscoe Park 'The contractor shall ensure public access to the Briscoe Park located northwesterly of -the S 190th St cull-de-sac„ Ellaggers shall be used to direct pedestrian and bicycle traffic allong the trail through the work area. The contractor will be working within an easement on the IEoxMaker"s (property (6230 S. 1901h St, parcel) number 7888800070)„ The contractor shall notify and coordinate with Dwight Sa telll, Vice President of Finance and Administration, I[(4 5) 251-1212 or g,;_( X.t.11il. .g.t.n.Fp ) at least 3 days prior to start of work on BoxlMaker's property„ Contractor shall not restrict access to OoXMaker"s property„ The contractor shall lirnit work on the tloxMalker"s property to the water main connection and associated water items only. No planting work, storage of materialls, or staging shall be allowed on the BoxcMaker's property. Work done in the pavement on IIIoxMalker"s property must be performed on weekdays between the hours of 3PM and 10PIM. Any open pavement trench must be covered with a steel plate that is passable by trucks., Work done outside of the (pavement may be performed louring ISoxMaker"s normal business hours provided BoxMaker's trucks are not blocked by the contractor's work. Additionally, the contractor shall provide road work signs (no access) or barricades at the northwest and northeast corners of the SoXMaker faciillity during times when the contractor its working. Page 7-4 - Section 7-15.3(1) - General DEILIETIE the third paragraph„ la.ug. e u fact rttfis tfied for water-e efvice Wr17�s �ay...�orflVal.e pr o.perl� -areru��t ttre�I� G O�� tF rtart-rear-optbr,..,w,IoR�91 .....errlretrrn—tct—the—Ureri€rrruvt Rir:rrx+lrina=l-_Cep;-Ik_-is.-_-k��re.--rWrusl.r�rrter't7 resfatfrrstl tlttY 'tta 6n t 4B.. uanu rftaitrLaorr._.tPuMx ser,ite. 6+rta....bray t ctrr ttat rr3fna rt _ -(if easefnent lw,-and Oi-e-faa°ility being--served. 4 Page 8-5 — Section 8-01.5 — Payment DIEILIEFTfIE the following payment description: The unit pu per, .-{awxo 5 t,r rr[ y �r l ft r "°mot ea1_era�ta f+t:ilu,riNr p, rrr�t9 Mdtricf^riirag Shall be. farli-pay-fw -&4 -and- ur inen Nrrc:;e rry tkr comp ete. the abov&so+d drydu"ea^one.elrruty, .¢ <#drefigg trirlizirng-;arid mutt-bing at itae-ifnaurul:8aafaersha.o-war an the pivano-j ki dulling the t'oliiuswrrae "aue us +._. ...._Atl--plan er areas or areas disturbed by the tug*4rind-tt"¢e s4dewaak, eve where +t taw on[y, a ni rvo wr strip, ftefen lon pond nd site. 4 f.TtshNc ireaas as direr erl by-the Pracpi¢aeeu�. ate Mf fivat_tAtzer raeI-m-t1 , -shall be gar ow sir tay..k':Pnc 4 cuuiirr'�uu.tu.rN aa� ors a r:.� %c�c tea rnminsuain-imd the seeded areij,i., and is, a:,orr,r¢ie rt l.rilt p�f.�'��p.4..trm khds is ite r ,. opsodl '''ape 13. is-+;a:rna3kJeread :nciderria ,to..-this bid iteffa arrf s tra r_rfo-e, dateretu ra > Iisted.ira...the-fruoi:raas al......flru: ,ost sell baff4l q or reapurred to faf-event°°over "ipfE ay X nto -areas 1". 4ble#C�Ed�til tCY AIDID the following payment description: The unit contract pumice per each for ".1. in.0I.. 1....PAg&Cgju.gut"" shall be ffu.ulli pay for furnishing all labor, uvnaterialls, tools and eaquuilpment necessary to construct, maintain, and remove when no, longer required, this temporary erosion control irneasuure. No other further compensation will be made„ Page 8-10 - Section 8-02.5 - Payment IIIIIiNaSIE the following payment description: "PSTP- _Poapulus trichoca_[pa_(Black of anwcod�.4„,'_ `w,l4ve t K ttir " diarrrder mo iriu�atau,� _take. "" a II)IEI,...IETE the following payment description: P'C_')I p P SG_a iX l2V) 'fNe-¢ Uttrtte _ " e1{; aoct<tr; m maim uarn' Aral0 the following payment descriptions after the Arborist Mulch payment description: The unit contract µafire per cubic yard for ".Bark IMuuich" constitutes coinnipllete cornproernsadon for all ialbor, materials, tools and equipment necessary to supply and spread the wood chip urnu.ullclh in the aireas shown on the p Bans, or where directed by the IE'irugirneer. This item includes but its not limited to the labor required for iralking the wood chip mulch and cleanuullp. Thiis laid item its for restoration of the planting area on the landward side of the Ilevee. 5 Restoration on the river shale of the levee is covered uuirndeir the irrigation system Ilunilp su.uirnu bid items. it'SI1 N .C k Ni � uml nM.. " N he Ilurnp sturmn uunit contract 1price for the above iteumns sThalll he coimp fete couxull ensatiion for aNN labor, materiiallsg toolls, supupl lies and equipment necessary to meet estabilisilr rent criteria outllined in tine plans,plians, and specifications, Page 8-11 — Section 8-03.3 — Construction Requirements REVISE the first paragraph as follows: The Nateirall irrigation rnueftnlirn€ lines shall be a minimum of 6 inches below finished grade measured from the top of the pipe. Page 8-12 — Section 8-03.5 - Payment REVISIE.: the first paragraph as follows: Payment will be made in accordance with Section 1-04.1 for the following Bid items included in the Proposal: 'Reacl)..2 Irrigation System," and "Reach 3 Irrigation S stem", lump sum. These items shaill constitute compllete compensation for MIN Ilabor, materials, tools, supplies and equipment necessary to iinstall the irrigation systeir n per the pllarns and slpeciifications. "ld°hese hid items incliude, but are not Niiirniited to, the mainline frou°n the water meter to the lateral line, excavation, restoration, Piping, irnainNirne penetration of the sheet 1pille waill, water tight seals, irernoval and repllacement of any confiicts such as 1plaints or 1parking siigrns, 1pipe slleenae, sealants, primers annal allll other items necessary for a fully functioning irrigation system. All costs of iiirniitiiM annal aininual inspections and tests performed on dross connection control devices and ellectriicall wire testing during the Niife of the contract and as-built pllairns shall he included in the lump sum price for the complete iirrigation systems. The service connection, Iharlk mulch and rneter instaillatiioun shall The covered under separate bid items„ DIFII..ETE the second paragraph: lie ,C fcr-fr. ani frnrrt and ff.SSMFIIRg in ia'diti n to, the-irj$t&Ilatrou=u of-the rr-wiirflifw beNnrund ffa r r t r �rnrk ua-rigp.uki�sy ter e rh r�errt aratf czar npnaanarts irwrK in theatre aci c9uaaFl aE it the-Plcarmp and S'pecificatiansi ail .n atsts raf:..uinikutai anaci atneucaaf 477sgrreeticirr anrf tests parlba-reed on crag^ eaar nn ,tl nrn e nnntn l efnayra:: rand-e eetrical wi a' tes# n of-ghat contraet...rand--As .buaft Ptans shz l{.be +nctlr.rd' ¢t to u the i'euty p.sarr npancrr fear tine ruunp#its:^.. Rea6g ntiese systaarn* «r^m.sin rwar 6tn t.fn�...P ac+5 cur-ins sat4rerwise* appsorecl fay .i,l-re t:ngirneer., 6 Page 9-4 — Section 9-15.1 — Pipe, Tubing, and Fittings REVISE the first paragraph as follows: "I`Ihe sleeve under the trail, through the sheet pile wall and levee, shall be Schedule 80 galvanized fiaFgecl iriigid steel, 3 inch mfraimu-m inside diameter with a steell flange without holes. Steel sleeve shall be installed via pipe jacking to ensure no gaps between sleeve and soil through levee fill. Jetting with flluuld ireturn ouitside of the pipe will not Ilse allowed. Core drill sheet pile and weld around steel sleeve. Flange shall be welded to sheet piille e wall as shown on plans. All welding shall meet requirements of WSDOT 6-03.3(25). Polyurethane sealant Sikaflex la or as approved equal by engineer shall be applied in the annulus between the sleeve and the main line at both ends of the pipe and the sleeve; minimum 2 feet into the annulus to ensure a complete seal. Prior to application of pollyurethane sealant, the inside of the steel pipe and the outside of the PVC pipe shall be priinnered per in'ianufacturer°s recounrnendations (Slkiiaflex 260 for steel sleeve and Slaiafllex 449 for IPVC pipe„ or approved equals). Supply all necessary materials to ensure a watertight connection. Irthis includes, but is not limited to, steel sleeve, pipe jacking, sealant, welding flange, companion flange, 3" threaded nipples and welding steel sleeve. III - PLANS Sheet 1 of 12 DEILIC: rIF " V l l t.SE tf49Ai ,I:T" under project title. Sheet 2 of 12 AIDD the following general notes: 24„ Lateral lines not irunning longitudinal to the slope shall have wattles installed do nslope of active trenching until the trenches are baclkfilled or as directed by the Engineer„ 25. :Inlet protection shall be installed and removed at 1project connplletiion in the two catch basins collecting runoff from the S„ 190 h Street cul-de-sac and the closest catch basin to the roadway trench work on the Box allaer®s property.. Sheet 9 of 12 REVISE the following note located in the S. 190`h St. cul-de-sac: „Trench per Kerd StoJ.--f4an 3-4-2, PlaGr+-- -64, pef detail 4, sheet 3" 7 END OF ADDENDUM No. 1 Chad8ie `74-7 ren, P.E. Date Deputy Director/City Engineer Attachments: Proposal Pages: 6-13 8 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing (Sod $ $ KSP LUMP SUM from mulch rings and noxious Per LS weeds) 1010 2-02.5 20 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1015 2-02.5 15 Remove Cement Concrete $ $ KSP SQ YDS Sidewalk Per SY 1020 2-02.5 2 Remove Cement Concrete $ $ KSP LN FT Curb and Gutter Per LF 1025 2-02.5 5 Remove Cement Concrete $ $ KSP LN FT Extruded Curb Per LF 1030 2-02.5 150 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 1035 4-04.5 20 Crushed Surfacing Top $ $ KSP TONS Course, 5/8" Minus Per TON 1040 5-04.5 5 HMA Class 1/2", PG 64-22 $ $ KSP TONS Per TON 1045 8-14.5 5 15 Cement Concrete Sidewalk $ $ VVSDOT SQ YDS Per SY Reach 2 & 3 Mitigation Planting/Holcomb 6 September 7, 2017 Project Number: 09-3010 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 8-04.5 2 Cement Concrete Curb and $ $ KSP LN FT Gutter Per LF 1055 8-04.5 5 Cement Concrete Extruded $ $ KSP LN FT Curb Per LF 1060 7-15.5 20 Water Service Line $ $ KSP LN FT 1 Inch Diameter Per LF 1065 7-15.5 50 Water Service Line $ $ KSP LN FT 1.5 Inch Diameter Per LF 1070 7-15.5 1 Service Connection 1 Inch $ $ KSP EACH Diameter Per EA 1075 7-15.5 1 1 Inch Meter Setter $ $ KSP EACH Per EA 1080 7-15.5 1 Meter Box for 1 Inch Diameter $ $ KSP EACH Service Per EA 1085 7-15.5 1 Service Connection 1-112 $ $ KSP EACH Inch Diameter Per EA 1090 7-15.5 1 1-1/2 Inch Meter Setter $ $ KSP EACH Per EA 1095 7-15.5 1 Meter Box for 1-1/2 Inch $ $ KSP EACH Diameter Service Per EA Reach 2 & 3 Mitigation Planting/Holcomb 7 September 7, 2017 Project Number: 09-3010 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1355 1-04.4(1) 1 Minor Changes $5,000.00* $5,000.00 WSDOT CALC Per CALC *Common Drice to all bidders Schedule I Total $ Reach 2 &3 Mitigation Planting/Holcomb 8 September 7, 2017 Project Number: 09-3010 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 5005 1-10.5 300 Traffic Control Labor $ $ KSP HOURS Per HR 5010 1-10.5 200 Construction Signs Class A $ $ WSDOT SQ FT Per SF 5015 1-10.5 150 Traffic Control Supervisor $ $ KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ $ KSP LUMP SUM Devices Per LS Schedule V Total Reach 2 & 3 Mitigation Planting/Holcomb 9 September 7, 2017 Project Number: 09-3010 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 7010 8-01.5 500 Wattle $ $ WSDOT LN FT Per LF 701,5 S-01.5 3 InAe1 Protection ll SP EACH Pea- IEA 7030 8-01.5 20 ESC Lead $ $ KSP HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $1,500.00* $1,500.00 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders Schedule VII Total $ Reach 2 & 3 Mitigation Planting/Holcomb 10 September 7, 2017 Project Number: 09-3010 SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8015 8-27.5 100 Arborist Mulch $ $ KSP CU YDS Per CY 801.7 8••0'2„S 25 lBark I14uullch $ $ P CU.9 YIDS Per CY 8020 8-03.5 850 Remove Existing Reach 2 $ $ KSP LN FT Irrigation System Per LF 8025 8-03.5 2,350 Remove Existing Reach 3 $ $ KSP LN FT Irrigation System Per LF 8030 8-03.5 1 Reach 2 Irrigation System $ $ KSP LUMP SUM Per LS 8040 8-03.5 1 Reach 3 Irrigation System $ $ KSP LUMP SUM Per LS 8045 8-02.5 2,4 30 PSIPE Bigleaf Maple $ $ KSP EACH (5 gallon) Per EA 8050 8-02.5 12 PSIPE Sitka Spruce $ $ KSP EACH (5 gallon) Per EA 8055 8-02.5 12 PSIPE Western Red Cedar $ $ KSP EACH (5 gallon) Per EA 8060 8-02.5 6 PSIPE Black Cottonwood $ $ KSP EACH (4' 3° live eu�4ffq--W= b.+ ac4ter Per EA rraaxrrne+rrt stake„ 3/4°" to 2" dilanneter) Reach 2 &3 Mitigation Planting/Holcomb 11 September 7, 2017 Project Number: 09-3010 SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8965 8-G2.c5 6 PS441E SW(a--Wille-w K-4P EAC'4 ( i 7r �r@ tr4n L._ 'r4a; -ietpix Per..-&A rmmax6mur-n) 8070 8-02.5 36 88 PSIPE Red Flowering Currant $ $ KSP EACH (1 gallon) Per EA 8075 8-02.5 3671. PSIPE Oceanspray $ $ KSP EACH (1 gallon) Per EA 8080 8-02.5 4977 PSIPE Tall Oregon Grape $ $ KSP EACH (1 gallon) Per EA 8085 8-02.5 138 224 PSIPE Snowberry $ $ KSP EACH (1 gallon) Per EA 8090 8-02.5 55109 PSIPE Pacific Ninebark $ $ KSP EACH (1 gallon) Per EA 8095 8-02.5 :I.09 PSIPE Black Twinberry $ $ KSP EACH (1 gallon) Per EA 8100 8-02.5 I-.5 .30 PSIPE Salmonberry $ $ KSP EACH (1 gallon) Per EA 8105 8-02.5 8-9 :175 PSIPE Thimbleberry $ $ KSP EACH (1 gallon) Per EA silo 8-02.5 w.-0S 288 PSIPE Nootka Rose $ $ KSP EACH (1 gallon) Per EA Reach 2 & 3 Mitigation Planting/Holcomb 12 September 7, 2017 Project Number: 09-3010 SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8115 8-02.5 6 12 PSIPE Red Twig Dogwood $ $ KSP EACH (1 gallon) Per EA 8120 8-02.5 41- 81 PSIPE Swamp Rose $ $ KSP EACH (1 gallon) Per EA 8125 ati ,y. 1 Reach 2 Plant Establishment, $ $ -02.5 LUMP SUM Year 2 Per LS KSP 8130 Reach 2 Plant Establishment, $ $ -02.5 LUMP SUM Year 3 Per LS i<5 P 8135 8-82-. (1- y 1 Reach 3 Plant Establishment $ $ ..02 5 LUMP SUM Year 2 Per LS KSP 8140 8-0212 -3(t3) 1 Reach 3 Plant Establishment, $ $ 02.5 LUMP SUM Year 3 Per LS KSP Schedule VIII Total $ _ Reach 2 &3 Mitigation Planting/Holcomb 13 September 7, 2017 Project Number: 09-3010 TABINDEX Tab 1 idder's Package Tab 2 Payment and Performance Bond and Contract Tab 3 Table of Contents Tab 4 Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 Permits Tab T Prevailing Wage Fates BIDDER'S NAME Buckley Nursery Co. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Briscoe-Desimone Levee Improvements Ruch RM 15,44 to 15.57 and Reach 3 RIM 15.98 to 16.36 Mitigation Planting Project Dumber: 09-3010 BIDS ACCEPTED UNTIL BID CIPENING September 13, 2017 September 13, 2017 10:45 A.M. 11:00 A.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-S89S TIMOTHY J. LAPORTE, P.E. tl PUBLIC WORKS DIRECTOR i i i f KENT W A 5 H I N G T O N i 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 Certification of Compliance with Wage Payment Statutes 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 Kent Standard Plans Permits 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 September 13, 2017 up to 10:45 a.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 11:00 a.m. for the City of Kent project named as follows: Briscoe-Desimone Levee Improvements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting Project Number: 09-301.0 The project consists of planting and maintaining 60 native trees and 600 shrubs along the Green River. This project will instail a drip line irrigation system for Reach 2 and Reach 3 planting areas. The project Includes the Installation of two service line connections and two water meters to provide water for the irrigation systems. Maintenance of plantings shall include weeding and watering for 3-years after installation to ensure native plant survival. The Engineer's estimate for this project is approximately $370,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508, For technical questions, please call Drew Holcomb at 253-856-5561. 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.g.QmZl2r!2r,9rpMen . Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 511/o 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. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 281" day of August, 2017. BY: . Kimberley , Komoto, City Published In Daily Journal of Commerce on August 30 and Septernb_e 6, 2017 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 9/13/17 This statement relates to a proposed contract with the City of Kent named Briscoe-Desimone Levee Improvements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting Project Number; 09-3010 I am the undersigned bidder or prospective contractor. I represent that - 1. 1 X 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, Buckley Nursery Company NAME OF BIDDE SIGNATURE2m`rnings E William D. II 16819 92nd St E Sumner, WA 98390 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Reach 2&3 Mitigatlon Planting/Holcomb 1 August 26, 201) Project Number: 09-3010 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; elow I agree to f ill e five requirements referenced above. By: ✓� William D. He ings, I For: Buckley up6ery Co Title: VP Date: q,/13/17 Reach 2 &3 Mitigation Plantlny/Holcomb 2 August 28, 2017 Project Number 09-3010 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 l SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor PO LI CY: 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. Reach 2 &3 Mitigation Planting/Holcomb 3 August 28, 2017 Project Number; 093010 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 Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as Briscoe- Desimone Levee Improvements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting/Project Number: 09-3010 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: Reach 2 &3 Mitigation Planting/Holcomb 4 August 20, 2017 Project Number: 09-3010 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Buckley Nursery Company _ 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 Briscoe-Desimone Levee Improvements Reach 2 RIM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting/Project Number: 09-3010 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 SCHEDULEI - 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. Reach 2 &3 Mltigatlon Planting/Holcomb 5 August 28, 2017 Project Number; 09-3010 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ 24,450.00 $24,450.00 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing (Sod $ 14,300.00 $ 14,300.00 KSP LUMP SUM from mulch rings and noxious Per LS weeds) 1010 2-02.5 20 Remove Existing Asphalt $ 120.00 $ 2,400.00 KSP SQ YDS Concrete Pavement Per SY 1015 2-02.5 15 Remove Cement Concrete $ 80.00 $ 1,200.00 KSP SQ YDS Sidewalk Per SY 1020 2-02.5 2 Remove Cement Concrete $ 170.00 $ 340.00 KSP LN FT Curb and Gutter Per LF 1025 2-02.5 5 Remove Cement Concrete $ 110.00 $ 550.00 KSP LN FT Extruded Curb Per LF 1030 2-02.5 150 Saw Cut Existing Asphalt $ 11.50 $ 1,725.00 KSP LN FT Concrete Pavement Per LF 1035 4-04.5 20 Crushed Surfacing Top $ 70.00 $ 1,400.00 KSP TONS Course, 5/8" Minus Per TON 1040 5-04.5 5 HMA Class 1/2", PG 64-22 $ 600.00 $ 3000.00 KSP TONS Per TON 1045 8-14.5 5 15 Cement Concrete Sidewalk $ 160.00 $ 2,400.00 WSDOT SQ YDS Per SY Reach 2 & 3 Mitigation Planting/Holcomb 6 Seplentber 7, 2017 Project Number; 09-3010 SCHEDULEI STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1050 8-04.5 2 Cement Concrete Curb and $ 560.0 $ 1,120.00 KSP LN FT Gutter Per LF 1055 8-04.5 5 Cement Concrete Extruded $ 182.00 $ 910.00 KSP LN FT Curb Per LF 1060 7-15.5 20 Water Service Line $ 90.00 $ 1,800.00 KSP LN FT 1 Inch Diameter Per LF 1065 7-15.5 50 Water Service Line $ 51.00 $ 2,550.00 KSP LN FT 1.5Inch Diameter Per LF 1070 7-15.5 1 Service Connection 1 Inch $ 2,315.00 $ 2,315,00 KSP EACH Diameter Per EA 1075 7-15.5 1 1 Inch Meter Setter $ 1,075.00 $ 1,075.00 KSP EACH Per EA 1080 7-15.5 1 Meter Box for 1 Inch Diameter $ 612.00 $ 612.00 KSP EACH Service Per EA 1085 7-15.5 1 Service Connection 1-112 $ 2,935.00 $ 2,935.00 KSP EACH Inch Diameter Per EA 1090 7-15.5 1 1-1/2 Inch Meter Setter $ 1,500.00 $ 1,500.00 KSP EACH Per EA 1095 7-15.5 1 Meter Box for 1-1/2 Inch $ 612.00 $ 612.00 KSP EACH Diameter Service Per EA Reach 2&3 Mltiga6on Planting/Holcomb 1 September 7, 2017 Projec[ Number: 09-3310 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1355 1-04.4(1) 1 Minor Changes $5,000.00* $5,000.00 WSDOT CALC Per CALC *Cornrnon price to all bidders Schedule I Total $ 72,194.00 Reach 2&3 Mitigation Planting/Holcomb S September 7, 2017 Project Number: 09-3010 SCHEDULE V - TR4FFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT 5005 1-10.5 300 Traffic Control Labor $ 69.00 $ 20,700.00 KSP HOURS Per HR 5010 1-10.5 200 Construction Signs Class A $ 25.00 $ 5,000.00 WSDOT SQ FT Per SF 5015 1-10,5 150 Traffic Control Supervisor $ 85.00 $ 12,750.00 KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ 9,500.00 $ 9,500.00 KSP LUMP SUM Devices Per LS Schedule V Total $ 47,950.00 Reach 2 &3 Mitigation Planting/Holcomb 4 September 7, 2017 Project Number; 09-301.0 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTRO,. ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7010 8-01.5 500 Wattle $ 5.00 $ 2,500.00 WSDOT LN FT Per LF 7015 8-01.5 3 Inlet Protection s 125.00 $ 375.00 KSP EACH Per EA 7030 8-01.5 20 ESC Lead $ 70.00 $ 1,400.00 KSP HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $1,500.00* $1,500.00 WSDOT FORCE Control Per FA ACCOUNT *Common pice to all bidders Schedule VII Total $ 5,775.00 Reach 2&3 Mitigation Planting/Holcomb 10 September 7, 20L7 Project Number: 09-301.0 SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8015 8-27.5 100 Arborist Mulch $ 50.25 $ 5,025.00 KSP CU YDS Per CY 8017 8-02.5 25 Bark Mulch $ 75.00 $ 1,875.00 KSP CU YD5 Per CY 8020 8-03.5 850 Remove Existing Reach 2 $ 2.50 $ 2125.00 KSP LN FT Irrigation System Per LF 8025 8-03.5 2,350 Remove Existing Reach 3 $ 2.75 $ 6462.50 KSP LN FT Irrigation System Per LF 8030 8-03.5 1 Reach 2 Irrigation System $ 24,470.00 $ 24,470.00 KSP LUMP SUM Per LS 8040 8-03.5 1 Reach 3 Irrigation System $ 51,600,00 $ 51.600.00 KSP LUMP SUM Per LS 8045 8-02.5 2430 PSIPE Biglealf Maple $ 23.50 $ 705.00 KSP EACH (5 gallon) Per EA 8050 8-02.5 12 PSIPE Sitka Spruce $ 21.00 $ 252.00 KSP EACH (5 gallon) Per EA 8055 8-02.5 12 PSIPE Western Red Cedar $ 21.00 $252.00 KSP EACH (5 gallon) Per EA 3060 8-02.5 6 PSIPE Black Cottonwood $ 10.00 $ 60.00 KSP EACH (4' 3' live et ingw 6'`-diarnclkefw Per EA r.lxitllt:in'w stake, 3/4" to 2" diameter) Reach 2 &3 Mitigation Planting/Holcarrlb 11 September 7, 2017 Project Plumber: 09-3010 SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT SE16S 8{32-.5 6 PSIPE--Sikef-Willow 9> $ KSP EA-GH (4"-llve-CUl diarnet- r- A + ate 8070 8-02.5 36 80 PSIPE Red Flowering Currant $ 11.00 $ 880.00 KSP EACH (1 gallon) Per EA 8075 8-02,5 36 71 PSIPE Oceanspray $ 10.50 $ 745.50 KSP EACH (1 gallon) Per EA 8080 8-02,5 3�9 77 PSIPE Tall Oregon Grape $ 11.00 $ 847.00 KSP EACH (1 gallon) Per EA 8085 8-02.5 438 274 PSIPE Snowberry $ 10.75 $ 2,945.50 KSP EACH (1 gallon) Per EA 8090 8-02.5 -5-5 109 PSIPE Pacific Ninebark $ 10.75 $ 1,171.75 KSP EACH (1 gallon) Per EA 8095 8-02.5 -5-5 109 PSIPE Black Twinberry $ 10.50 $ 1,144.50 KSP EACH (1 gallon) Per EA 8100 8-02.5 45 30 PSIPE Salmonberry $ 11.00 $ 330.00 KSP EACH (1 gallon) Per EA 8105 8-02.5 88 175 PSIPE Thimbleberry $ 10.75 $ 1,881.25 KSP EACH (1 gallon) Per EA silo 8-02.5 I03 208 PSIPE Nootka Rose $ 10.50 $ 2,184.00 KSP EACH (1 gallon) Per EA ReaCb 2 &3 Mltlgation Planting/Holcomb 12 September 7, 201/ Project Number: 09-3010 SCHEDULE VIII - LANDSCAPE AND PLANTING ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8115 8-02.S 612 PSIPE Red Twig Dogwood $10.50 $126.00 KSP EACH (1 gallon) Per EA 8120 8-02.5 44 81 PSIPE Swamp Rase $ 10.75 $870.75 KSP EACH (1 gallon) Per EA 8125 a a :: 4-1a> 1 Reach 2 Plant Establishment, $ 11,234.00 $ 11,234.00 8-02.5 LUMP SUM Year 2 Per LS KSP 8130 8-02:A(13) 1 Reach 2 Plant Establishment, $10,150.00 $ 10,150.00 8-02.5 LUMP SUM Year 3 Per LS KSP 8135 1 Reach 3 Plant Establishment, $ 36,500.00 $ 36,500.00 8-02.5 LUMP SUM Year 2 Per LS KSP 8140 8-rxa-t3I1+) 1 Reach 3 Plant Establishment, $ 33,300.00 $ 33,300.00 02.5 LUMP SUM Year 3 Per LS KSP Schedule VIII Total $_197.1- 36.75 Reach 2 & 3 Mitigation Planting/Holcomb 13 September 7, 2017 Project Number: 09-3010 BID SUMMARY Schedule I �7-) 104 nn Schedule V 475n 0(1 Schedule VII V; 775 nn Schedule VIII -$197.136.75 Sub Total $323 055.75 10% WA State $32 305.57 08 Sales Tax TOTAL BID AMOUNT $355,361.32 1.1 Reach 2&3 Mitigation Planting/Holcomb 14 August 28, 2017 Project Number: 09-3010 CITY OF KENT 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: Briscoe-Desimone Levee Improvements RParh 7 RM 15.44 to 15.57 and Reach 3 RM 15,99 to 16.36 Mitioation Plantina Project Number: 09-3010 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 William D. Hemm gs 11 Reach 2 &3 Mitlgatlon Pla nting/Holcomb 15 August 28, 2017 Project Number: 09-3010 SUBCONTRACTOR LIST (contracts over 1 million dollars) Name of Bidder: Buckley Nursery Company Project Name: Briscoe-Desimone Levee Imorovements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Plantinq Project Number: 09-3010 _ 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 nonresponsive and, therefore, void. / Heating, Ventilation, and Air Conditioning Subcontractor Name: ®®, Plumbing Subcontractor Name: Electrical Subcontractor Name: ,y 9/13/17 Signature of Bi der illiam Dr mmi s II Date Reach 2&3 Mitigation Planting/Holcomb 16 August 28, 2017 Project Number: 09-3010 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 INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT 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. Reach 2&3 Mitigation Planting/Holcomb 17 August 2B, 2017 Project Number, 09-3010 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 noto be misle SUBMITTED BY: / Iliant tVemrvey' Igs II -- NAME: Suckkey Nursery Company ADDRESS: 16819 92nd St East Sumner, WA 98390 PRINCIPAL OFFICE: Buckley Nursery Company ADDRESS: 16819 92nd St East Sumner, WA 98390 PHONE: 253-863-9563 FAX: 253-863-1545 STATUTORY REQUIREMENTS - Per state law a bidder must meet the following responsibility Criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. Attached 1.2 Provide your current state unified business identifier number. 271-000-516 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, Master License Attached 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 Reach 2 &3 Mitigatlon Planting/Holcomb 1S August 28, 2017 Project Number: 09-3010 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). Attached 1.5 Provide a signed statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three- year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49,46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. Attached SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 51 2.2 How many years has your organization been in business under its present business name? 104 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: 1/27/58 2.3.2 State of incorporation: Washington 2.3.3 President's name: Ann Hemmings 2.3.4 Vice-president's name(s): William D. Hemmings II 2.3.5 Secretary's name: Barbara Hemmings 2.3.6 Treasurer's name: Barbara Hemmings 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. Reach 2&3 Mitigation Planting/Holcomb 19 State of Washington August 28, 2017 Project Number: 09-3010 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Landscape, Irrigation, Wetland Restoration, Hydroseeding, Traffic Control 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 It? Yes. Buckley Nursery Co was a subcontractor on a project where the Owner terminated the contract 4.2.2 Arewf sere any JtSagments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? No 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. Attached 4.4.1 State total worth of work in progress and under contract: $2,516,124.11 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. 4.5.1 State average annual amount of construction work performed during the past five years: $1 -$2 million 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization, Attached 4.7 On a separate sheet, list your major equipment. Attached 5. REFERENCES 5.1 Trade References: Attached 5.2 Bank References: Bank of America- Puyallup Branch 5.3 Surety: Columbia Bank-Renton Branch 5.3.1 Name of bonding company: Travellers Casualty& Surety 5.3.2 Name and address of agent: PLC Insurance Reach 2 &3 Mitigation Planting/Holcomb 20 4211 Alderwood Mall Blvd#210 August 28, 2017 Project Number: 09-3010 Lynnwood, WA. 98036 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the fallowing financial information from any of the three apparent low bidders. If so required, the selected bidders) 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: 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, capital 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 13th day of September 2017. Name of Organiz pion; Buckley Nursery Company William D. Hemminys Title: vp Reach 2 &3 Mitigation Planting/Holcomb 21 August 28, 2017 Project Number: 09-3010 7,7 William D. Hemmings II being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading Subscribed and sw rn efbre me hiA 13th day of September , 2017. Notary Public: .... "51U � A My Commission Expires: 10/30/19 .2ar#" �'br94Ra O OF Reach 2 &3 Mltigatlon Planting/lIckomb 22 August 20, 2017 Project Number: 09-3010 Department of Labor and Industries BUCKLEY NURSERY COMPANY PO Box 44450 Olympia, WA 98504-4450 ;Reg: CC BUCKLNC342MJ UBI:;271-000=516 Registered as provided by haw as: Construction Contractor (CC01)- GENERAL BUCKLEY NURSERY COMPANY" EffediveDate:"7/11/1966 16819 92ND ST E Expiration Date,"5/1/2019 SUMNER WA 983908154 gg romm auv W ^+kw ma ;p M tl *�9 mm n n V^w rt u 4e 5H M4 ary „.5'e' "bw +sv ry J r Y )Y Y F "ww Y ti b ro M'r I r<ti BUSINESS LICENSE STATE OF WASHINGTON Unified Business ID #: 271000516i Corporation Business ID#: 001 F,d Location: 0002 ) r� BUCKLEY NURSERY COMPANY Expires: Jan 31, 2018 16819 92ND ST E �= SUMNER, WA 98390-8154 j r a,. � iI NURSERY WHOLESALER-ACTIVE UNEMPLOYMENT INSURANCE -ACTIVE d INDUSTRIAL INSURANCE -ACTIVE TAX REGISTRATION -ACTIVE k' II� CITY ENDORSEMENTS: `{ SUMNER GENERAL BUSINESS#BUS2002-00070 -ACTIVE OLYMPIA GENERAL BUSINESS #24300-ACTIVE I UNIVERSITY PLACE GENERAL BUSINESS -ACTIVE % LACEY GENERAL BUSINESS#9858 -ACTIVE n LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit. �I � 5 I� r I r��f a w I d f� }1 iI I�I wasdcot dl nmmupl as P�wi�hrall alppGcah eeWaslh nngt nhY r�lkl coowl d9and alyhe9ulet onPPlwilllhe �� Te � �,).. .vu�s..,+ss. r„�.mmeaa var,.wmrwr^.:,w.n'�uoam.,Tur,�mw;.D.�ba"'�"eiw`.',as,'"w�"m"bn.,,dwrwJo:..vufmmvmumr.m�a mh"edea V,oX`uh~r,++�mmmmmn..uo`u*mw '7rvm,ur.,ow xa„ mm,.me.,Pv������w uwXx6:.e„.wo rs^A,✓i wn�rs�e,ro,o nx. U. Jae.,..ra SQ INl 11 CROWINGV u E NURSERY 16819 - 92nd Street East Sumner, WA 98390-8154 Phone (253) 863-9563 FAX (253) 863-1545 9/13/17 City of Kent 220 4"Ave South Kent, WA 98032 Re: Briscoe-Desimone Levee Improvements Reach 2 and Reach 3 Mitigation Planting Subj: Bidding Statutory Requirements Required Responsibility Criteria 1.4 Written Statement to Act and Speak To Whom it May Concern; William D. Hemmings II whose signature appears below is the VP of Buckley Nursery Company and has the authority to act and speak for the Company and affirms that Buckley Nursery Company is not and has 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). William D. Hem ngs II VP 9 13 17 Date An Equal Opportunity Employer Buck[Ey NURSERY COMPANY 16819 - 92nd Street East Sumner, WA 98390-8154 Phone (253) 863-9563 FAX (253) 863-1545 9/13/17 City of Kent 220 4`h Ave South Kent, WA 98032 Re: Briscoe-Desimone Levee Improvements Reach 2 and Reach 3 Mitigation Planting Subj: Bidding Statutory Requirements Required Responsibility Criteria 1.5 Signed Statement Company not a "willful" violator To Whom it May Concern; William D. Hemmings II, whose signature appears below has signed under penalty of perjury, that he is the VP of Buckley Nursery Company and has the authority to act and speak for the Company. That within the three year period immediately preceding the bid solicitation date, that Buckley Nursery Company is not a "willful"violator as defined in RCW 49,48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 411 William D. He mgs I 9 13 17 Date An Equal Opportunity Employer w F- Q Z O 00 w J w F- w J a o O Ol N O 00 00 U n m 00 0) M N N W V O_ a O O o o ti Z o 0 o ry Y Q 0) l060 H 0 � tR V1 rc1 m cl K N m lf1 W n Z O N 0000 Y C O Ol a 00 co v c Qa' Ev °-�° w °iam o vQ 3 a Y d t o a > a o o2� u Da3 3m E >, � 3w F m n bA a) = C v 00 -0m O O' 00 'o m W N w Q of z m m O N != L d ti lu vui O N C w N m .`_ Vm1 Q U V U U Y m Vf V ON V a VA NO 00 O O O N Y 00 _� a 00 00 W a 0 u w O c Ol01 0O CO f010 ca o 4a va En J 00 >> L Q Q N ? T V N = N V rl N Y c J Q mm on w o >> oa >' ov° � Zm E `^ E E O E aiO" w (D a :t w :t 000 w v o ruo N o m m _ O m m c0 U N Y U V V1 2 N F- m F- F- 0) F- 2 N c a� O u �n Q U c c c � O w M W O70 00 t J > C 0 Q O OD y U Z � F C N E w m > N O E a 0 c v N O C 2 a, LL n U w F- MAJOR CONTRACTS COMPLETED 2014-2016 Job Contract "Class Date Prime Title/Contract Number Contracting Agency and Mailing Address, 4 Amount$ of Work Completed or Sub Name & Phone of Owner/Agency Represent, 380 32, 34 Dec-16 Sub Duwamish Gardens Habitat City of Tu wila 6300 Southcenter Blvd -Tukwila WA 98188 Landscape, Irrig Sys,Wetland Mike Perfetti email Mike.Perfetti@TukwilaWA.gov Plantinq& Fro Control Seedino Ph: 206-433-7192 384 $82,771.00 32,34 Dec-16 Sub So 355h St Extension City of Federal Way 33325 8th Ave So-Federal Way WA 98003 Landscape, Irrig Sys,Topsoil, Consultant: KPG Detention Pond Seeding,Seeded. Ken Gunther PE email ken@kpg.com Lawn Ph: 253-627-0720 Fax:253-627-4144 390 $81,611.00 32,34 Dec-16 Sub Lower Massey Creek Improve City of Des Moines Tops Type A, Eno Contol Seeding, 21650 11 th Ave So- Des Moines WA 98198 Ere Control Blanket, Planting,Mulch Ken Thomas-email kthomas@desmoines wa.gov jPh: 206-870-6585 Fax: 206-870-6596 399 $3,646.35 32 Dec-16 Prime Briscoe-Desimone Levee Impry City of Kent 220 4th Ave So- Kent WA 98032 Herbicide Application Jason Bryant email jbryant@KentWA.gov ]Ph: 253-856-5508 Fax: 253-856-6500 385 $67,946.00 32, 34 Nov-16 Sub SR410 Veteran Memorial Dr Intersection City of Bonney Lake P.O. Box 7380-Bonney Lake WA 98390 Street Planting, brig System, David Traub email traubd@ci.bonney-lake.wa.us Topsoil, H droseedin Ph:253-447-4343 Fax:253-826-1921 383 $7,176.00 32 Sep-16 Sub Missing Sidewalks in Skyway King County Road Services 201 S Jackson-Seattle WA 98104 Street Tree Planting Jeff McCarthyemailleff,rnccarthy@kingcounty.gov jPh:206-296-6575 Fax: 206-296-0565 371 $60,496.00 32 Sep-16 Sub So Tacoma Way Corridor Improve City of Tacoma Street Tree Planting,Topsoil, Soil 747 Market St-Suite 408-Tacoma WA 98402 Amendment, Bark Mulch & Lynn DeLorenzo email Idelorenzo@ci.tacoma.wa.us Seeded Lawn Ph:253-594-7919 376 $80,759.97 32, 34 Feb-16 Sub Spurgeon Creek Substation PSE - Puget Sound Energy Ero Control Hydroseeding P.O. Box 97034- Bellevue WA 98009 Soil Amendment Cody Spence email cody.spence@pse.com Ph:425-466-8946 369 $474,672.00 32 Feb-16 Sub Site&Field Improvements Bethel School Dist 5403 10 School Locations 516 176th St East-Spanaway WA 98387 Infield Skin Surfacing, Planting & Ray Vogel email rvogel@bethelsd.org Seeding, Irrigation Sys Install Owner Consultant: Erickson McGovern Contact: Ray Mow email ray@ericksonmcgovern.com Ph:253-531-0206 Fax: 253-531-9197 Landscape Arch.:Weisman Design Group Contact:Andy Rasmussen Ph:206-322-1732 Fax: 206-322-1799 362 $67,659.71 32,34 Dec-15 Sub '.SR162 Puyallup River Bridge WSDOT CN 8685 821 Airport Court SE-Tumwater WA 98501 Compost Blanket, Plant install, Inspector: Diane Christie christd@wsdot.wa.gov Bark Mulch, Hvdroseedinq Ph: 360-570-6780 Fax: 360-570-6751 364 $138,550.97 32,34 Dec-15 Sub SR99 W Fork Hylebos Creek WSDOT CN8698 Corson Office-Seattle WA Reed Canary Grass Control, Soil Inspector:Joshua Hopkins HopkinJ@wsdot.wa.gov Amendment, Bark Mulch &Tops Ph: 206-768-5857 Cell:206-730-0442 Tvpe A, Planting&Seedinq Inspector: Richard Crevis crevisr@wsdot.wa.gov 375 $150,210.00 32 Oct-15 Prime City Hall Greenroof ....City of Bellevue CN 15031 P.O. Box 90012 Bellevue, WA 98009 Install Lightweight topsoil, irrigation '..Emma Johnson email ejohnson@bellevuewa.gov &plant material Ph: 425-452-5246 358 $97,070.50 32, 34 Oct-15 Prime Leber Homestead Soil Prep City of Kent CN 08-3018 400 West Gowe- Kent, WA 98032 Herbicide Application, Soil Prep, Inspector:Jason Bryant email jbryant@KentWA.gov Seed Fert& Mulch Ph: 253-856-5500 Fax:253-856-6500 346 $288,114.00' 32 Apr-15 Sub Big Spring Creek Ph 2 USAGE-Seattle W912DW-13-D-1017 to 0002 4735 E Marginal Way So Bldg 1202 -Seattle WA 'Wetland Plant Install, Bark Dan Roper: Daniel.A.Roper@usace.arrny.mil Mulch Beth Mc Casland email elizabeth.l.mccasland@usace,army,mil $142,861.55 32,34 Nov-14 Sub Larchmont Wetland Reserve Pierce Co Public Works-Surface Water D200-006 2702'.So 42nd St. -Tacoma, WA 98409 David Davies - email ddavis3@co.pierce.wa.us Ph:253-798-6157 CROWING u ENURSERY 16819 - 92nd Street East Sumner, WA 98390-8154 Phone (253) 863-9563 FAX (253) 863-1545 9/13/17 KEY INDIVIDUAL EXPERIENCE William D. Hemmings II Owner: Buckley Nursery Co Experience: 37 years Present Construction Project Management Commitments: 1. Freeman Road—Street Tree & Irrigation installation in Fife, WA 2 72nd Ave So Extension—Topsoil, Hydroseed &Tree installation in Kent, WA 3. Connecting 28t"/24" Ave So—Topsoil, Hydroseeding, Trees, Shrubs, Groundcover& Irrigation system in SeaTac, Wa 4. Environmental Learning Center—Topsoil, Soil Amendments, Plant Material, Hydroseeding & Irrigation system at Pt Defiance Park, Tacoma, WA Duties. 1. Manage operations of Buckley Nursery Co 2. Project Estimating 3, Oversee Estimating team 4. Bid Review 5. Project Management 6. Employee Review An Equal Opportunity Employer JNl �/ CBUN NURSERY 16819 -92nd Street East Sumner, WA 98390-8154 Phone (253) 863-9563 FAX (253) 863-1545 9/13/17 KEY INDIVIDUAL EXPERIENCE Bryan Hanson Date of Hire: 3/3/98 Experience: 19 years Continuous Employment at Buckley Nursery Superintendent/Foreman Present Construction Projects in Process: Connecting 28`h/24`"Ave South Duties Oversee daily operations of crew workmanship Oversee daily operations of subcontractors Project Labor& Equipment needs Scheduling Project productivity Performs inspections with Owner& Architect Coordinate/schedule deliveries of materials Report to management Monitor site safety & requirements Licenses &Certificates: Commercial Pesticide Applicator—License#58976 CESCL Certified Erosion & Sediment Control Lead —License #EF12111204 CDL—Commercial Drivers License CPR with AED/First Aid —Certified Mobil Equipment Operator Certification—License #RT/193/3171 OSHA 10 An Equal Opportunity Employer 1Nl j CROWING NURSERY 16819 - 92nd Street East Sumner, WA 98390-8154 Phone (253) 863-9563 FAX (253) 863-1545 9/13/17 KEY INDIVIDUAL EXPERIENCE Eduardo Andres Date of Hire: 5/11/94 Experience: 23 years Continuous Employment at Buckley Nursery Landscape/Irrigation Foreman Present Construction Projects in Process: THA-RAD Conversion—Landscape & Irrigation System Restoration Duties Oversee daily operations of crew workmanship Project Labor& Equipment needs Scheduling Project productivity Performs inspections with Owner&Architect Coordinate/schedule deliveries of materials Report to management Monitor site safety& requirements Licenses & Certificates: CESCL Certified Erosion &Sediment Control Lead —License #2070701 CPR with AED/First Aid —Certified Green Building Safety—Certificate 00018 Mobil Equipment Operator Certification—License#RT/193/3174 An Equal Opportunity Employer JNl 1� �,1 WNWBuck[Ey NURSERY � 16819 - 92nd Street East Sumner, WA 98390-8154 Phone (253) 863-9563 FAX (253) 863-1545 9/13/17 KEY INDIVIDUAL EXPERIENCE Eric Lund Date of Hire: 2/13/06 Experience: 11 years Continuous Employment at Buckley Nursery Landscape/Irrigation Foreman/Equip Mechanic/Safety Inspector Present Construction Projects in Process: Freeman Road —Street Trees & Irrigation System Environmental Learning Center—Topsoil, Soil Amendments, Plant Material, Hydroseeding& Irrigation System Duties Oversee daily operations of crew workmanship Project Labor& Equipment needs Equipment Repairs& Maintenance Scheduling Project productivity Performs inspections with Owner& Architect Coordinate/schedule deliveries of materials Report to management Monitor site safety & requirements Licenses & Certificates: Commercial Pesticide Operator—License#72149 CPR with AED/First Aid —Certified Mobil Equipment Operator Certification —License#RT/193/3169 Green Building Safety—Certificate 00023 An Equal Opportunity Employer BUCKLEY NURSERY CO. INC. April 20,2015 HEAVY EQUIPMENT YEAR MAKE (,)EBCRIF710N ID VIN#or S/N BACKHOES 1994 JOHN DEERE 310D 04,70HP S/N T0310DG802999 PUR 5197 24"Bucket W#6000450 & 12"Bucket CO#4006298 C12 Quick Coupler 0160PQ323 1999 JOHN DEERE 310E 4X4 w124" 76HP Bucket#1008314 S/N T0310EX879868 PUR 0/99 DOZERS 1995 JOHN DEERE 450G LOP 73HP S/N 816805 PUR 10/98 1993 OAT D5H LGP CRAWLER TRACTOR S/N IDD05638 PUR 9/08 EXCAVATORS 1995 JOHN DEERE 490E Hydraulic Excavator-26,780 be $6"Bucket S/N FF490EX025401 PUR 3/04 Pay Scale(BH,Excavator,Shovel 3yd&Under) 2001 YANMAR TRACKHOE B37 28HP Bobcat S/N 65090 12"&24"Buckets Pay Scalp "fag#25420 PUR 9/01 2005 BOBCAT EXCAVATOR 435 48HP S/N 5632-11574 PUR 12/O5 w/Buckets 13" 24"&52" BO Model-435H 2007 CAT Caterpillar 303C CRCAN Mini Excavator 31 HP Bobcat SIN BXT02857 PUR 8/07 w/Buckets 12",24"&55" Pay Scale 2015 CAT Caterpillar 305.5E 2CRN Hydraulic Mini Excav Bobcat S.iN OEJX00908 PUR 12/14 w/Buckets,24"Grading Rake HP 44.2 DEL 5/22/15 FORKLIFT 1978 CAT V508-5000 lb Capacity 3214766 LOADERS 2007 CAT TL1055 Telescopic Handler Model#TL1055 125HP SIN TBM002261 PER 3l07 1986 CAT 950 3 YDS,OVERHEAD Front End Loader 130H MODEL 3340 S/N O51J07790 PUR 2/96 1985 JOHN DEERE (Tractor)w/LOADER JD 2255 Tag#T18150 S/N L02255R544654 PUR 1/98 2005 TAKEUCHI TL150R Canopy Rubber Tracks 97HP ep"Bucket Bobcat S/N 21501546 6-WAY Dozer Blade Pallet Forks Pay Scale Mower Attach: Make: BRADCO Model:BH72 S/N 122436 PUR 6/05 OTHER TRUCKS 1998 TEREX 3066C 6x6 ArflCulated 287HP Dump Box S/N A7341180 PUR 9/08 ROLLERS Bomag Vibratory Smooth Drum Roller BW142D BC Pay Scale S/N 101510110163 PUR O6/04 19,000 Ib Compaction STRAW BLOWER 2001 FINN 8-70 33.5 He Kubota Diesel S#SM-2749 PUR 11/01 TRACTORS 1981 FORD AG 3600 40HP JOHN DEERE MODEL.830 188770CD JOHN DEERE MODEL 650 4X419HP 022597 1981 JOHN DEERE 4240 S/N 4240W55389R 2007 MOROOKA CRAWLER DUMP, MODEL MST1500VD w/CAT ENGINE 235HP SIN 153784 PUR 9/15 1981 MOROOKA CRAWLER DUMP, MODEL MST600 w/ISUZU ENGINE 62HP S/N 1104 PUR 3/99 MyDocs/ListsList-EQUIP LIST.xlsorms/List-Equip see tabs o rn o �i rn o `o 0 0 0 3 0 o D o mi °d'i o 0 o rn o is 0 N N m m m m m m m m m CL m m m m m m m m CC m m m m CC m m m m S ❑ ,> > > S > > '❑ > > ❑ S ❑ J S S J > n 7 ❑ J 7 J 3 a Z p Q r O O C f� (� O1 fO O m Q m O Q QQ Q m Q a m ❑ y m N M N rnrn M (`rye Y J Z W W H > > y Y M a N n m 0 m � � J � � 3 p�pNu° ° ❑> X Xrn w m x N2 � NNN N e m Z w ^ N O m p O a M 0 W Z U x m M M M O 8 m U z V fp d' LL Z Q m e < ¢ X 3 3 5 QQ J ❑ a n ❑ x a 3 m m z � Z 'X m v a tT UJ w x '> > 3 M 'J x z x o LL W N z Y x ❑ in M m v'My(yr�'i m ^ p oJ ��p m imp m w S, vi o �"+ a U -� M m m } `D ¢ o F O n O! 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IML tMl tNL tMi m L: tML !ML LL x x 7 m 1 ? Q R J N J Y °m ¢ ¢ ¢ w w ¢ °m °m s ❑m ❑m ❑m cc ¢ . r ❑ 3 w 3 O 3 z o w w w F Y al000 'o = = 000000200 Q ¢ z § z � o ¢ w ° ao `d , 00 LL LL LL w 6L LL LL LL w 4- u. LL W W O w O W 'S LL v) U. Y w ❑ _ �- F- LL U wmq m p m n n o I O Omi OOi oS mOi m N m NOO M N — P. m Om - m Imo o n mm m rn m M a m OJ OOi Oni Omi O m 41 N w N � O C O) O r It N (o n O � M mt W O N l0 I� (� N W m L O N , r N - r r N N �-- N N N M co N M co r N (?1 N r r N .- O (n O z* N _a W t LLJ C N N O o O � � i lNl r,�R CROWING ' Buck[Ey NURSERY COMPANY 16819 - 92nd Street East Sumner, WA 98390-8154 Phone (253) 863-9563 FAX (253) 863-1545 TRADE REFERENCES ACF West 8951 SE 76`h Drive Portland, Oregon 97206 Ph: 503-771-5115 Cedar Grove Composting 7343 E Marginal Way S Seattle, WA 98108 Ph: 887-764-5748 Corliss Resources P.O. Box 487 Sumner, WA 98390 Ph: 800-968-7687 HD Fowler Company P.O. Box 160 Bellevue, WA 98009 Ph: 425-746-8400 Tacoma Winsupply 1114 S. 30t° Tacoma, WA 98409 Ph: 253-272-8445 An Equal Opportunity Employer BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (September 12, 2017), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Buckley Nurs ry Company Bi�ddear's slness Nam ram' Signature of A hori ed Official* William D. Hemmings II Printed Name VP Title 9/13/17 Sumner WA Date City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. Reach 2 &3 Mitigation Planting/Holcomb 23 August 28, 2017 Project Number; 09-3010 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 seventy five (75) working days after issuance of the City's Notice to Proceed. 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 50/a of the total amount is hereto attached. 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 1 ail to the plans and/or specifications is hereby acknowledged, Fure 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. DATE: 9/13/17 Buckley ursery„ Comp q � M F BIDDER Signature , Aut orized Re7p#sentaflve William D. Hemmings II VP (Print Name and Title) 16819 92nd St. East Address Sumner, WA 98390 Reach 2 &3 Mitigatlon Planting/Holcomb 24 August 28, 2017 Project Number 09-3010 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS„ That we, Buckley Nursery Co., Inc as Principal, and Travelers Casualty and Surety Company of America . as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of 50% 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 Briscoe-Desimone Levee Improvements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting/Project Number: 09-3010 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. %7 SIGNED, SEALED AND DATED THIS 1 Y OF September 2017 PRINCIPAL �a SURETY 20 Received return of deposit in the sum of $ Reach 2 &3 Mitigation Planting/Holcomb 25 August 28, 2017 Project Number: 09-3010 Provided to Builders Exchange of WA, Inc, For usage Conditions Agreement see www.bxwa.com -Always Verify Scale WARNING,:THIS PO W ER CJF ATTORNEY IS INVAI.pC)WITHOUT THE 6Tk'lJ BORDER R ��, POWER OF ATTORNEY TRAVELE `S°i Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United Slates Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 231430 Certificate No.007008198 SNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company,St. Paul [,ire and Marine InsanancC Company, St Paul Guardian Insurance Company,St, Paul Mercury insurance Company,Travelers Casualty and Surety Company,Travelers Casualty and Surely Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa,and that Fidelity and Guaranty Insurance Underwriters,Inc-is a corporation duly organized under the laws of the State of Wisconsin(herein collectively called the"Companies'),and that the Compadtes do hereby make,constitute and appoint Melody Clemans, Darwin Rieck,Michael Recker,Michele Stonecipher, Sarah Fray,Corrin Bryan,and Vicki Close of the City of.._ ll'onnyvo ,,,, ....,. ,,State of WtlSkrylryry�pt ,their true and lawful Altomey(s)-in-Pact, each in their separate capacity if more than one is earned above,to sign,execute,seat and acknowledge any and all bonds,recognizances,conditional undertaking,and other writings obligatory in the nature thereof on behalf of the Companies in their business of gaaren ceing the fideldy of persons,guaranteeing the performance of contracts and executing or guaranteeing hands and undertakings required or permitted in any actions or proceedings allowed by law- IN WITNESS WHEREOF,the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,thus I 1 rh day of October 2016 Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company pnxn#t x a""N C wadrov+4llu a$58A far W rwrt ono "ry uwwwatm' f f p .. i State of Conncodwt y: —__ 13 ..... x em l ......... City of Hartford ea. Isc beo L Rau S hL President On this the I Ith day of October tl ben _, 201E before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Casualty Company Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwriters,Inc,St.Paul Fire and Marine Insurance Company,St.Paul Guardian Insurance Company.St.Paul Mercury Insurance Company,Travelers Casualty and Surety Compuny,'Iravelers Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that he,as such,being authorized so to do,executed the forcgdmg malcontent for the purposes therein recanted by signing on behalf of the corporations by himself as a duly authorized officer. In itness and MyCommiission expirehereunto the 30th set my of June.20_lfficial xea] � dia,c Y - P Y ' �, LMfiy # Ma ie C Tenedu r vanev Public L58440-5-16 Printed in U.S.A. WARNING'.THIS POWER OFATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING:THIS POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER 'Phis Powerof Attomcy is granted under and by To aud,1114y of the fallowing resolutions adopted by the Boards of Directors ofF'amon„[on Casualty Company,Fidelity and Guaranty hrinanCe Company, I ddity uod Guaranty insurance Underwritcn, Inc, SL Paul Fire and Marine Insurance Company, St. Psut Guardian Insurance Company,St. Paul Mercury Insurance Company,'I'ravelers Casualty and Surety Company,Travelers Casualty and Surety Company of America,and United Stares Fidelity and Guaranty Company,which resolutions are now in full force and effect,reading as follows: RESOLVED,that[he Chairman,rite President,any Vice Chairman,any Executive Vice President,any Senior Vlca President,any Vice Prexotsot,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secretary or any Assistant Secretary atay appoint Attorneys-in-Fact and Agents to act for and on behalf of[he Company and nay give such appointee such authority as his or her certificate of authority awry prescribe to sign with [he Company's name sad wail with the Company's seal bonds,recogneances,contracts of indenmity,and other writings obligatory in the nature of a bond,recognizance,or conditional undertaking,and any of said officers or the Board of Directors at any Rare may remove any such appointee and revoke the power given hoar or her;and it is FURTHER RESOLVED,that the Chairman,the President,any Vice Chairman,any Exccunve Vice President,any Senior Vice President or any Vice President may delegate all or any part of the foregoing,authority to one or more officers or entployces of this Company,provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary;and Y is FURTHER RESOLVED,that any bond,recognizance,contract of Incderanity,or writing obligatory in the nature of a bond,reangoiemce,or conditional undertalilng shalt be valid and binding upon the Company a hen(a)argued by[he President,any Vice Chairman,any E%CnuhVC Vec Prcxidcnl,any Senior Vice Presidcnl or any Vice President,any Second Vice President,the Treasurer,any Assistant Treasurer,the Corporate Secrtnan or any Assistant Secretary and duly anasred aad scaled with life Company's seal by a Secretary or Assistant Secretary;or fb)duly executed(under seal,if required)by one or more Anomeys-in-Fact and Ager b,Putnam to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a wrh co delegation of authority; and it is FURTHER RESOLVED,that the.signature of each of the following officers: President,any Executive Vice Resident,any Scntor Viac Presiders,any Vice PreStdnnt, any Assistant Vice President,any Secretary,any Assistant Secretary,and the cent of the Company may be affixed by facstmtic to any Power of Atomey or to any certificate relating thereto appointing Resident Vice Presidents,Resident Assistant Secretaries or A b rneys-in-Fact for purposes oult of sweating and attcsting bands and undertakings arid other writings obligatory in the nature thereof,and any such Power of Attorney or certificate bearing such Iacvrnile signature or face miic seal shAl be valid and binding upon the Company aad any such power so executed and certified by such facsimile signature and Facsimile seal shut[be valid and binding on the Company in the future with respect to any bond or understanding[o which it is attached. I,Kevin E.Hughes,the undersigned,Assisnnt Secretary,of Farmington Casualty Company,Fidelity and Guaranty tnsurancc Company,fldclky and Guaranty Insurance Underwriters,Inc.,St.Paul Fire and Marine Insurance Company,St.Paul Giardina Insurance Company,St.Paul Mercury knsumnu;CouTany,'IYas tiers Casualty and Surety Company,'Fravekers Cauualty and Surety Company of America,and United Stute�Fidelity and Critically Company do hcroby ocrtify that the about and foregoing is a true and correct Copy of the Power oI Attorney excel)ed by said Companies,which is in full force and effect and has tic)[been revoked. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals ofsaid Companies this day of/SEPTEMBER 20 17 Kes si$Hu he Assistant MeC lYry 51ea � 0.A- ry0.2. N .ryNC tKInPNItnCaIt IV,A'!t'r. ' 1951 t tt A s"°x% � To verify the authenticity of this Power of Anorney,call 1-8 00-42 1 3 8 80 or contact us at www.tcrvelershond.rout.Please refer to the Attorney-In-Fact number,the above-named individuals and(fie details of the bond to which[he power is attached, WAPNINO:THIS POWER OF ATTORNEY IS INVALID WFFFIOUT THE.RED BORDER 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. Briscoe-Desimone Levee Improvements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting Project Number: 09-3010 NAME OF PROJECT Buckley Nursery Company NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZE E ESENTAT E OF BIDDER William D. emmings II Reach 2 &3 Mitigation Planting/Holcomb 26 August 28, 2017 Project Number: 09-3010 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 # 11 2, 3, etc.] NAME OF CONTRACTOR: LInsert Company Name] ("Contractor") CONTRACT NAME & PROJECT NUM BER:Urisert Name of Original ontract & Project° #. if applicable] ORIGINAL CONTRACT DATE: (Insert Date Orig6nal Contrack was Signed] 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 $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum Reach 2 &3 Mitigation Planting/Holcomb 27 August 26, 2017 Project Number 09-3010 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (±) 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: Timothv 1. 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 Reach 2&3 Mitlgation Planting/hlolcomb 28 August 28, 2017 Project Number: 09-3010 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 ....................❑ Order of Contents.................................................................................❑ Invitationto Bid...................................................................................❑ Contractor Compliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signature and address ................................................................❑ Declaration — City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature .....................................................................❑ AdministrativePolicy ...........................................................................❑ Proposal...............................................................................................❑ First line of proposal — filled in ...............—. ..........I...............1......❑ Unit prices are correct .........................................................,.......❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................❑ Dateand signature .....................................................................❑ Contractor's qualification Statement ...................................................❑ Complete and notarized . ...........................................................❑ Certification of Compliance with Wage Payment Statutes....................❑ Proposal Signature Page......................................................................❑ All Addenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form ............................................. ...............❑ Signature, sealed and dated .......................................................❑ Power of Attorney.......................................................................❑ (Amount of bid bond shall equal 50/o of the total bid amount) Combined Declaration Form.................................................................❑ Signature ....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACS This agreement Is to be executed by the successful bidder. 3) PAYMENT CR.E.+ORMfN7CE._DORD 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 K NNTT.�QUAL Et.IpLOYM Nr..OI g�C�RT1,aNyIT"(... 1;1Af,'.f;.E SIATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Reach 2 &3 Mitigation Planting/Holcomb 29 August 28, 2017 Project Number: 09-3010 Bond# 106755601 PAYMENT AND PERFORMANCE BOND KNT TO CITY OF KENT WEEII YUTex KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Buckley Nursery Co., Inc as Principal, and Travelers Casualty and Surety Company of America a Corporation organized and existing under the laws of the State of Washington, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF !CENT in the penal sum of $3555 161.33 _, 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 Briscoe-Desimone Levee Improvements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting/Project Number: 09-3010 (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. Reach 2&3 Mitigation Planting/Holcomb 30 October 2, 2017 Project Number: 09-3010 I T TNESSES. Buckley Nu rs r Com an 6f PRINCIPAL (enG principal's name a o/ ✓i'F l7 i2 '1 x"x,p 8 z BY: e xngs S Ann Hemmincrs _ TITLE: Vp DATE: 10/6/17 DATE: 1.0/6/17 CORPORATE SEAL: „e^ Justin Grisham PRINT NAME DATE:_._10/6/17 r J SURETY CORPORATE SEAL: By: Michele Stonecipher DATE: 10/03/2017 TITLE: Power of Attorney ADDRESS: 4211 Alderwood Mall Blvd Ste 210 Lynnwood, WA 98026 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 William D. Hemmincrs TT Who signed the said bond on behalf of the Principal Buckley Nursery t�m_� 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. SECRETARY OR A SISTANT SEC TARY Reach 2&3 Mitigation Planting/Holcomb 31 October 2, 2017 Project Number: 09-3010 n u.,.,,.,, ,,:,, a,.,,.", , a Wu. wNsms nr,x n ,as,w mnwuowu„� ,, WARNING THIS POWDER OF ATTORNEY IS ONVALIU W1'9"HCD11f IHE RED BORDER � ome POWER OF ATTORNEY T `AVELE S,J Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. 'I}avelers Casualty and Surety Company of America St.Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company Attorney-In Fact No. 231430 Certificate No.007008207 I KNOW ALL MEN BY THESE PRESENTS: That Fenn'mgton Casualty Company, St. Paul Fire and ManuC InsuranCe Company, St. Paul Guar'dizn Insurance Company, St, Paul Mercury Insurance Company,Travelers Casualty and Surety Cornpany,Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the Slate of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the Slate of Iown,and That Fidelity and Guaranty Insurance Underwriters,Inc.,is a corporation daily organized under the laws of the State of Wisconsin(heroin collectively called the"Companies'),crud that the Coronaries do hcsby make,constitute and appoint Melody Clemans, Our Rieek,Michael Rucker, Michele Stonecipher,Sarah Fray,Corrin Bryan,and Vicki Close of the City of .,, Lynnwood „Stale ur[ W rshinaboo... ,their ors and Imyhd Allomey(s)-in Pac[ each In their separate capacity if more than one is named above,to Sian,execute,seal and acknowledge any and all bonik recornizan es,conditional undertakings and other wddngs obhgatory in the nature thereof on behalf of the Companies in their business of grarantcemg the fulday of persona,guaranteeing the perforrnanee of contract,and executing or guaranteeing bonds and undertakings required Or permittcd in any actions or proceedings allowed by law. IN WITNESS WHEREOF,the Companies have caused this instrument to hesigned and their corporate seals to be hereto affixed,this I Ith day Of October 2016 Farmington Casualty Company St.Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casually and Surety Company Fidelity and Guaranty Insurance Underwriters,Inc. Travelers Casualty and Surety Company of America St.Paul Fire and Marine insurance Company United States Fidelity and Guaranty Company St.Paul Guardian Insurance Company quango onIM0171t W 'so+rn ea xntFo . pnei199T ez .-. ! are r�nr '�+ Ii4NYYMW�95� NNpy*g"u S! Ili � kSRL x C 5 Gniw., R J ry state Of f'9nll P.CtleLlt R} f,- Clty of Hartford ss. Robert I.,Rarey,Senirr Was Presidcn[ On(his the I 1 th day of October 2016 before me personally appeared Robert L.Raney,who acknowledged himself to be the Senior Vice President of Farmington Cmualry Company, Fidelity and Guaranty Insurance Company,Fidelity and Guaranty Insurance Underwaious,Inc.,St.Paul Fire and Marine Insurance Company,St Paul Guazdism Insurance Company,St.Paul Mercury Insrndlee Company,Travelers Casualty and Surety Company,Traselen Casualty and Surety Company of America,and United States Fidelity and Guaranty Company,and that lie,as such,being authorized so to do,executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himscl f as a duly authorized office: In Witness Whereat,I hereunto set my hand and Official P S Ab � \4 incC T a wIt,N... .. ......... My Commission expires fire 30th day of Lune,2021. 1!&Ll�j o[Lrfr Public QYia''^S" 58440 5 16 Printed in U.S.A. WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Bucklev Nursery Company organized under the laws of the State of Washington , located and doing _ j5mm�or . _ Agn WARl _ . business at _ 1 FR'I Q Q?n,l qit—F _ .m ("Contractor") . m. 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: Briscoe-Des imone Levee Improvements Reach 1 RM 14.75 to 14.96 Mitigation Planting/Project Number: 09-3011 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 seventy five (75) 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. Reach 2 & 3 Mitigation Planting/Holcomb 32 August 23, 2017 Project Number: 09-3010 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. Reach 2 & 3 Mitigation Planting/Holcomb 33 August 23, 2017 Project Number: 09-3010 CITY OF KENT '" -7 BY: _ _ SUZ KE, MAYOR r DAT AT�C�E- TTw KIMBERLEY A KOMOTO, CITY CLERK APR OVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR %� r BY: PRINT NAME: Wi iam D. Hemm n s TT TITLE: VP DATE: 9/25/17 Reach 2 & 3 Mitigation Planting/Holcomb 34 August 23, 2017 Project Number: 09-3010 EXHIBIT A INSURANCE RANCE RE+QU 112E ENTS FOR SERVICE CONTRACTS 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 Insurance Contractor shall obtain insurance of the types described below: 1 . Commercial General Liability; insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors, products-completed operations, personal injury and advertising injury, and liability assumed under an insured contract. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO additional insured endorsement CG 20 10 11 85 or a substitute endorsement providing equivalent coverage. 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' Comoensation 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 limits no less than $2,000,000 each occurrence, $2,000,000 general aggregate and a $2,000,000 products-completed operations aggregate limit. 2. Atatornobile Liatj insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. Reach 2 & 3 Mitigation Planting/Holcomb 35 August 23, 2017 Project Number: 09-3010 EXH I B I T A (Continued) 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 insurance: 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. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VI I. E. 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 insurance requirements of the Contractor before commencement of the work. F. 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. Reach 2 & 3 Mitigation Planting/Holcomb 36 August 23, 2017 Project Number: 09-3010 A�!"�'�'� CERTIFICATE OF LIABILITY INSURANCE 09/26/2017Y) THIS CERTIFICATE IS ISSUED AS AMATTER 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 CONTACT Rebecca Wilson NAME: PLC Insurance, LLC PIIIJME (425)712-3669 FAX (azs)nz ales 4211 Alderwood Mall Blvd, #210 EMAIL rebecca@plcins.com ADDRESS: INSURERIS)AFFORDING COVERAGE NAICN Lynnwood WA 96036 INSURERA:The Ohio Casualty Ins Co 29079 INSURED NSURER B:American Fire & Cas Cc 24066 Buckley Nursery Company, Inc, INSUR" 16819 - 92nd Street East INSURER D: INSURER E: Sumner WA 98390 INSURER F: ....... ........ ..- COVERAGES CERTIFICATE NUMBER:17/1B 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRB TkL"VL SUDR POLICY EFF POLICY EXP ----- --- LTR ' TYPE OF INSURANCE POLICY NUMBER )) IMMI_DnIYYYYI LIMITS ,ucn mvn nnlnnrvvvv X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ lI DAMAGE TO RELAY Eb ,,.,.,... . .. A CLAIMS MADEX...I OCCUR PREMISEsrF e, $ 200,000 __.. _. .-s.,.. X Y BKO57791603 5/1/2017 5/1/2018 DIED EXP(Any one PaRbil $ 10,000 PERSONAL B AEG INJURY $ 1,000,000 GEN LAGGREGATE LIMITAPPLIES PER GENERAL AGGREGATE $ 2,000,000 RO- POLICY I X_I JECT LOC PRODUCTS COMPIOP AGG $ 2,000,000 OrNER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Pr+licanuatl B _.__,,, ANY AUTO BODILY INJURY(Per person) $ ALL OWMED SCHEDULED """""""' """" AUTOS X AUTOS X Y BAA57791683 5/1/2017 5/1/2018 BODILY INJURY(Per acmdenl) $ NON-OWNED PROPERTY DAMAGE'AUTOS X HIRED AUTOS X AUTOS (Peraccident) X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 4,000,000 A EXCESS LIAB CLAIMS -MADE AGGREGATE $ 4,000.000 DEn X RETENT1ED in.nnn 'I, X Y US057791603 5/1/2017 5/1/2018 *0)( x0XU`%Ax=(X PER Rfj B,TMPLOYERS'UABIUTY YIN STATUTE FR, ANY PROPRIETORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED' .I NIA E L EACH_ACCIDENT $ 1 000,000 A (Mandatory in NH) BK057791683 5/1/2017 5/1/2018 EL DISEASE-EA EMPLOYE $ 11000,000 If yes,describe under ..... ""... ._..---.. DESCRIPTION OF OPERATIONS below WA Stop Gap E L DISEASE-POLICY LIMIT $ 1,000.000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) Re: Briscoe-Desimone Levee Improvements Reach 2 RM 15.44 to 15.57 and Reach 3 RM 15.98 to 16.36 Mitigation Planting Project Number: 09-3010 The City of Kent is Additional Insured per form CG8810 0413, CG8583 0413, CABB10 0110 and CU8840 0210. Coverage is Primary and Non-Contributory per form CG8810 0413 and CU8840 0210. Waiver of Subrogation applies per form CG8810 0413, CA8810 0110 and CU6495 1207. All forms attached. CERTIFRCATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City Hall ACCORDANCE WITH THE POLICY PROVISIONS. 220 4th Ave S Kent, WA 98032-5895 AUTHIp, BPIResBNva vEW —® ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(201401) Policy# BKO57791683 COMMERCIAL GENERAL LIABILITY CG 88 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX SUBJECT PAGE NON-OWNED AIRCRAFT 2 NON-OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY—ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 3 ADDITIONAL INSUREDS—BY CONTRACT,AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY—ADDITIONAL INSURED EXTENSION 5 ADDITIONAL INSUREDS— EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE" 6 WHO IS AN INSURED—INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED— 6 FELLOW EMPLOYEE EXTENSION—MANAGEMENT EMPLOYEES NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US — 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services office, Inc.,with its permission. Page 1 of 8 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A-Bodily Injury And Property Damage Liability, exclusion g.Aircraft,Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot, and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis,that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A— Bodily Injury And Property Damage Liability, Subparagraph (2) of exclusion g.Aircraft,Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY—ELEVATORS 1. Under Paragraph 2. Exclusions of Section I —Coverage A—Bodily Injury And Property Damage Liability, Subparagraphs (3), (4) and (6) of exclusion j. Damage To Property do not apply if such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV—Commercial General Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph 2. Exclusions of Section I -Coverage A- Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the following: Paragraphs (1), (3) and (4)of this exclusion do not apply to "property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (i) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs(1), (3)and (4) of this exclusion do not apply to"property damage"to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section III—Limits of Insurance. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc with its permission. Page 2 of 8 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner.A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III —Limits Of Insurance. 2. Paragraph 6. under Section III— Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage"to: a. Any one premise: (1) While rented to you, or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection systems, or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) -Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I—Coverage C—Medical Payments, Subparagraph (b)of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident, and F. EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 1. Under Supplementary Payments —Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit", including actual loss of earnings up to $500 a day because of time off from work. G. ADDITIONAL INSUREDS - BY CONTRACT,AGREEMENT OR PERMIT 1. Paragraph 2. under Section II —Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for"bodily injury", 'property damage"or"personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the"bodily injury' or"property damage"occurs, or the"personal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement, or ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission., Page 3 of 8 b. Premises or facilities rented by you or used by you; or C. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to"bodily injury', "property damage', or"personal and advertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to"bodily injury"or"property damage" included within the "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures, or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs)to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of"your work"out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any"occurrence"which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b.of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV—Commercial General Liability Conditions. ©2013 Liberty Mutual Insurance CIS 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc with its permission. Page 4 Of 8 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I -Coverage A- Bodily Injury And Property Damage Liability: This insurance does not apply to: a. "Bodily injury" or"property damage" arising from the sole negligence of the additional insured, b. "Bodily injury" or"property damage"that occurs prior to you commencing operations at the location where such "bodily injury" or"property damage" occurs. c. "Bodily injury", "property damage" or"personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the"occurrence" which caused the "bodily injury"or"property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d. "Bodily injury"or"property damage"occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed, or (2) That portion of"your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED—OWNERS, LESSEES OR CONTRACTORS endorsement issued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement, or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. N, PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc„with its permission. Page 5 of 8 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I. ADDITIONAL INSUREDS -EXTENDED PROTECTION OF YOUR"LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence"or an offense that may result in a claim or"suit" under this insurance to us; b. Tender the defense and indemnity of any claim or"suit"to all insurers whom also have insurance available to the additional insured, and C. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III—Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS/MALPRACTICE WHO IS AN INSURED - FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES Paragraph 2.a.(1)of Section II -Who Is An Insured is replaced with the following: (1) "Bodily injury"or"personal and advertising injury": (a) To you, to your partners or members(if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee"while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers"while performing duties related to the conduct of your business, (b) To the spouse, child, parent, brother or sister of that co-"employee"or"volunteer worker" as a consequence of Paragraph (1) (a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or(b) above, or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing professional health care personnel to others, or if coverage for providing professional health care services is not otherwise excluded by separate endorsement, this provision (Paragraph (d))does not apply. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 6 of 8 Paragraphs (a) and (b) above do not apply to"bodily injury" or"personal and advertising injury" caused by an '.employee"who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the '.employee's"job responsibilities assigned by you, includes the direct supervision of other"employees" of yours. However, none of these "employees"are insureds for"bodily injury"or"personal and advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause "bodily injury" or"personal and advertising injury", or caused in whole or in part by their intoxication by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section II -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to"bodily injury" or"property damage"that occurred before you acquired or formed the organization, and C. Coverage B does not apply to"personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership,joint venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV—Commercial General Liability Conditions, the following is added to Condition 6. Representations: Your failure to disclose all hazards or prior"occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior"occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under Section IV—Commercial General Liability Conditions,the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an "occurrence", offense, claim or"suit" by an agent, servant or"employee" of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II—Who Is An Insured or a person who has been designated by them to receive reports of "occurrences", offenses, claims or"suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V—Definitions, Definition 3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance services Office, Inc.,with its permission, Page 7 of 8 P. EXTENDED PROPERTY DAMAGE Exclusion a.of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "Bodily injury"or"property damage"expected or intended from the standpoint of the insured. This exclusion does not apply to"bodily injury"or"property damage" resulting from the use of reasonable force to protect persons or property. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US—WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV — Commercial General Liability Conditions, the following is added to Condition 8. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of your ongoing operations or"your work"done under a contract with that person or organization and included in the"products-completed operations hazard" provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization, and 2. The injury or damage occurs subsequent to the execution of the written contract or written agreement. ©2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance services Office, Inc.,with its permission. Page 8 of 8 Policy#BK057791683 COMMERCIAL GENERAL LIABILITY CG 85 83 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED CONTRACTORS - PROD UCTSICOMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Paragraph 2. under Section II -Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract or written agreement. Such person or organization is an additional insured but only with respect to liability for "bodily injury" or "property damage": 1. Caused by "your work" performed for that additional insured that is the subject of the written contract or written agreement; and 2. Included in the "products-completed operations hazard". However: a) The insurance afforded to such additional insured only applies to the extent permitted by law, and b) If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit under Section IV -Commercial General Liability Conditions. B. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I -Coverage A-Bodily Injury And Property Damage Liability: This insurance does not apply to: 1. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury" or "property damage" occurs. 2. "Bodily injury" or "property damage" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failure to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawing and specifications; and b. Supervisory, inspection, architectural or engineering activities. © 20131-iberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission , Page 1 of 2 C. With respect to the insurance afforded by this endorsement, exclusion I. Damage To Your Work of Paragraph 2. Exclusions under Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: I. Damage To Your Work "Property damage" to "your work" arising out of it or any part of it and included in the "products- completed operations hazard". D. With respect to the insurance afforded to these additional insureds, the following is added to Section II - Limits of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will e pay on behalf of the additional insured is the amount of insurance: 1. Required by contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declaration. whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns. E. With respect to the insurance afforded by this endorsement, Section IV - Commercial General Liability Conditions is amended as follows: 1. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claims Or Suit: An additional insured under this endorsement will as soon as practicable: a. Give written notice of an "occurrence" or an offense that may result in a claim or "suit" under this insurance to us, b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have insurance available to the additional insured, and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a"suit" by the additional insured. 2. Paragraph 4. of Section IV -Commercial General Liability Conditions is amended as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insur- ance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. © 20131-iberty Mutual Insurance CG 85 83 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission Page 2 of 2 Policy# BAA57791683 COMMERCIAL AUTO BB 10 01 10 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. COVERAGE INDEX SUBJECT PROVISION NUMBER ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT 3 ACCfDENTALAIRBAG DEPLOYMENT 12 AMENDED DUTIES IN THE EVENT OF ACCIDENT,CLAIM, SUIT OR LOSS 18 AMENDED FELLOW EMPLOYEE EXCLUSION 5 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 13 BROAD FORM INSURED 1 BODILY INJURY REDEFINED 21 EMPLOYEES AS INSUREDS (including employee hired auto) 2 EXTENDED CANCELLATION CONDITION 22 EXTRA EXPENSE - BROADENED COVERAGE 10 GLASS REPAIR - WAIVER OF DEDUCTIBLE 15 HIRED AUTO PHYSICAL DAMAGE(including employee hired auto) 6 HIRED AUTO COVERAGE TERRITORY 20 LOAN/LEASE GAP 14 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 16 PERSONAL EFFECTS COVERAGE 11 PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 8 RENTAL REIMBURSEMENT g SUPPLEMENTARY PAYMENTS 4 TOWING AND LABOR 7 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 17 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US 19 SECTION II-LIABILITY COVERAGE is amended as follows: 1. BROAD FORM INSURED SECTION It - LIABILITY COVERAGE, paragraph A.I.- WHO IS AN INSURED is amended to include the following as an insured: d. Any legally incorporated entity of which you own more than 50 percent of the voting stock during the policy period. However, "insured" does not include any organization that: (1) Is a partnership orjoint venture; or (2) Is an insured under any other automobile policy; or (3) Has exhausted its Limit of Insurance under any other automobile policy. Paragraph d. (2) of this provision does not apply to a policy written to apply specifically in excess of this policy. e. Any organization you newly acquire orform, other than a partnership orjoint venture,of which you own more than 50 percent of the voting stock.This automatic coverage is afforded only for 180 days from the data of acquisition or formation. However, coverage under this provision does not apply: (1) If there is similar insurance or a self-insured retention plan available to that organization; 02010 Liberty Mutual Insurance Company.Ail rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 1 of 7 (2) If the Limits of Insurance of any other insurance policy have been exhausted; or (3) To "bodily injury" or "property damage" that occurred before you acquired or formed the organization. 2. EMPLOYEES AS INSUREDS SECTION II - LIABILITY COVERAGE, paragraph A.I. - WHO IS AN INSURED is amended to include the following as an insured: f. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorse- ment is excess over any other insurance available to any"employee". g. An "employee" of yours while operating an "auto" hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties re- lated to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee". 3. ADDITIONAL INSURED BY CONTRACT,AGREEMENT OR PERMIT SECTION It - LIABILITY COVERAGE, paragraph A.I. - WHO IS AN INSURED is amended to include the following as an insured: h. Any person or organization with respect to the operation, maintenance or use of a covered "auto", provided that you and such person or organization have agreed in a written contract, agreement, or permit issued to you by governmental or public authority,to add such person,or organization,or governmental or public authority to this policy as an "insured". However,such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto'; (2) Only for "bodily injury" or "property damage" caused by an "accident" which takes place after you executed the written contract or agreement, or the permit has been issued to you; and (3) Only for the duration of that contract, agreement or permit 4. SUPPLEMENTARY PAYMENTS SECTION 11 - LIABILITY COVERAGE, Coverage Extensions, 2.a, Supplementary Payments, para- graphs(2)and(4)are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the insured at our request, including actual loss of earn- ings up to$500 a day because of time off from work. 5. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law,fellow employees are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provision is added: SECTION 11 - LIABILITY, exclusion 8.5. FELLOW EMPLOYEE does not apply if the "bodily injury" results from the use of a covered "auto" you own or hire. SECTION III-PHYSICAL DAMAGE COVERAGE is amended as follows: 6. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4, Coverage Extensions of SECTION III - PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own,then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow; or 62010 Liberty Mutual Insurance Company.Ail rights reserved. CA 88 10 01 10 includes copyrighted material of insurance Services Office Inc.,with its Permission. Page 2 of 7 b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible; A. The most we will pay for "loss" in anyone "accident" or "loss" is the smallest of: (1) $50,000; or (2) The actual cash value of the damaged or stolen property as of the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality,minus a deductible. B. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. C. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. D. Subject to a maximum of $750 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. E. This coverage extension does not apply to: (1) Any "auto" that is hired,rented or borrowed with a driver; or (2) Any"auto" that is hired,rented or borrowed from your "employee". For the purposes of this provision,SECTION V-DEFINITIONS is amended by adding the following: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. 7. TOWING AND LABOR SECTION III- PHYSICAL DAMAGE COVERAGE, paragraph A.2.Towing, is amended by the addition of the following: We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is dis- abled: a. For private passenger type vehicles,we will pay up to$50 per disablement. b. For "light trucks", we will pay up to$50 per disablement. "Light trucks" are trucks that have a gross vehicle weight(GVW)of 10,000 pounds or less. c. For "medium trucks" , we will pay up to$150 per disablement. "Medium trucks" are trucks that have a gross vehicle weight(GVW)of 10,001 -20,000 pounds. However,the labor must be performed at the place of disablement. 8. PHYSICAL DAMAGE-ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a., Coverage Extension of SECTION III - PHYSICAL DAMAGE COVERAGE,is amend- ed to provide a limit of$50 per day and a maximum limit of$1,500 02010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 3 of 7 9. RENTAL REIMBURSEMENT SECTION III-PHYSICAL DAMAGE COVERAGE,A.COVERAGE,is amended by adding the following: a. We will pay up to$75 per day for rental reimbursement expenses incurred by you for the rental of an "auto" because of "accident" or "loss", to an "auto" for which we also pay a "loss" under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those expenses incurred after the first 24 hours following the "accident" or "loss" to the covered "auto." h. Rental Reimbursement will be based on the rental of a comparable vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to$500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". d- This coverage does not apply unless you have a business necessity that other "autos" avail- able for your use and operation cannot fill. e. If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4.Coverage Extension. f. No deductible applies to this coverage. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 11. 10. EXTRA EXPENSE- BROADENED COVERAGE Under SECTION III - PHYSICAL DAMAGE COVERAGE,A.COVERAGE,we will pay for the expense of returning a stolen covered "auto" to you.The maximum amount we will pay is$1,000. 11. PERSONAL EFFECTS COVERAGE A. SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects" stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V-DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an insured." "Personal effects" does not include tools, equipment,jewelry, money or securities. 12. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III - PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS is amended by adding the follow- ing: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not applyto the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other cov- erage or warranty. 13. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III - PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclu- sions 4.c. and 4.d. is deleted and replaced with the following: 02010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc,,with its Permission. Page 4 of 7 Exclusion 4.c.and 4.d.do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "auto's" electrical system, in or upon the covered "auto" and physical damage coverages are provided for the covered "auto"; or If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for,repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 14. LOAN!LEASE GAP COVERAGE A. Paragraph C., LIMIT OF INSURANCE of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the"loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or ab- normal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease, d. Transfer or rollover balances from previous loans or leases, e. Final payment due under a "Balloon Loan", f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto", g. Security deposits not refunded by a lessor, h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto", i. Any amount representing taxes, j. Loan or lease termination fees; or 2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the "loss".This adjustment is not applicable in Texas. B. ADDITIONAL CONDITIONS This coverage applies only to the original loan for which the covered "auto" that incurred the loss serves as collateral,or lease written on the covered "auto" that incurred the loss. C. SECTION V- DEFINTIONS is changed by adding the following: As used in this endorsement provision,the following definitions apply: "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan,thereby requiring a large final payment. 02010 Liberty MutuaE Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 5 Of 7 15, GLASS REPAIR-WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 16. PARKED AUTO COLLISION COVERAGE(WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following: The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or lightweight truck with a gross vehicle weight of 10,00D Ibs. or less as defined by the manufacturer as maximum loaded weight the "auto" is designed to carry while it is: a. In the charge of an "insured"; b. Legally parked; and c. Unoccupied. The "loss" must be reported to the police authorities within 24 hours of known damage, The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. SECTION IV-BUSINESS AUTO CONDITIONS is amended as follows: 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV- BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the inception date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery,and we have the right to collect additional premium for any such hazard or exposure. 18. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM,SUIT,OR LOSS SECTION IV - BUSINESS AUTO CONDITIONS, paragraph A.2.a. is replaced in its entirety by the following: a. In the event of "accident", claim, "suit" or "loss", you must promptly notify us when it is known to: 1. You,if you are an individual; 2. A partner,if you are a partnership; 1 Member, if you are a limited liability company; 4. An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. To the extent possible,notice to us should include: (1) How,when and where the "accident" or "loss" took place; (2) The "insureds" name and address; and (3) The names and addresses of any injured persons and witnesses. 19. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV - BUSINESS AUTO CONDITIONS, paragraph A.5., Transfer of Rights of Recovery Against Others to Us, is amended by the addition of the following: If the person or organization has waived those rights before an "accident" or "loss", our rights are waived also. ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 6 of 7 20. HIRED AUTO COVERAGE TERRITORY SECTION IV- BUSINESS AUTO CONDITIONS, paragraph B.7., Policy Period, Coverage Territory, is amended by the addition of the following: f. For "autos" hired 30 days or less,the coverage territory is anywhere in the world,provided that the insured's responsibility to pay for damages is determined in a "suit",on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. SECTION V- DEFINITIONS is amended as follows: 21. BODILY INJURY REDEFINED Under SECTION V-DEFINTIONS,definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustalned by a person, including mental anguish, mental injury,shock,fright or death resulting from any of these at anytime. COMMMON POLICY CONDITIONS 22. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A. - CANCELLATION condition applies except as fol- lows: If we cancel for any reason other than nonpayment of premium, we will mail to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation.This provision does not apply in those states which require more than 60 days prior notice of cancella- tion. a2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 7 Of 7 Policy# USO57791683 COMMERCIAL UMBRELLA CU88400210 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF OTHER INSURANCE-DESIGNATED PERSONS OR ORGANIZATIONS This endorsement modifies insurance provided under the following: COMMERCIAL UMBRELLA COVERAGE PART SCHEDULE Only those patties required to be named as an Additional Insured in a written Name of Person or Organization: contract with the Named Insured under this policy,entered into prior to the "loss" or"occurrence. The following is added to Condition J. Other Insurance under SECTION VI.CONDITIONS;. However,with respect to a person or organization shown in the Schedule,that qualifies as an additional"Insured" under paragraph F.S.of SECTION V. DEFINITIONS, if a written contract in which you have agreed to provide insurance for that person or organization expressly requires that this insurance applies on a primary ore primary and non-contributory basis, this insurance will apply as if other insurance available to that person or organization which designates that person or organization as a Named Insured does not exist, and we will not share with that other insurance. Regardless of the written contract between you and the person or organization shown in the Schedule,this insurance is still excess over any other valid and collectible insurance available to that person or organization, whether such insurance is primary, contributing, excess, contingent or otherwise, as respects"autos" or when that person or organization is an additional insured under such other insurance. This endorsement does not change any other provision of the policy. @2010 Liberty Mutual Insurance Company. All rights reserved. CU 88 40 02 10 Includes copyrighted material of Insurance Services Cffice,Inc.,with its permission. Page 1 of 1 Policy# US057791683 CU 64 95 12 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against any person or organization for whom you perform work under a written contract that requires you to obtain this agreement from us to the extent that such insurance is provided by a policy listed in the Schedule of Underlying Insurance, and for no broader coverage than is provided by such policy. This endorsement does not change any other provisions of the policy. CU 64 95 12 07 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 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 -11 1-07 Legal Relations and Responsibilities to the Public................. 1 -13 1 -08 Prosecution and Progress ................................................. 1 -18 1 -09 Measurement and Payment ........................... I..I....,......,.., 1 -22 1 -10 Temporary Traffic Control ................................................ 1 -23 DIVISION 2 EARTHWORK.......................................................... 2-1 2-01 Clearing, Grubbing and Roadside Cleanup .......................... 2-1 2-02 Removal of Structures and Obstructions..........................— 2-1 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 7-08 General Pipe Installation Requirements .....................I........ 7-1 7-15 Service Connections ........................................................ 7-3 DIVISION 8 MISCELLANEOUS CONSTRUCTION .,....,.................... 8-1 8-01 Erosion Control and Water Pollution Control -................ ...... 8-1 8-02 Roadside Restoration....................................................... 8-6 8-03 Irrigation Systems .......................................................... 8-11 8-04 Curbs, Gutters, and Spillways................................... ....... 8-13 8-27 Mulch ............................................................ ........ ...... 8-14 DIVISION 9 MATERIALS............................................................ 9-1 9-14 Erosion Control and Roadside Planting ..................... .. 9-1 9-15 Irrigation System....................... ............— 9-4 9-30 Water Distribution Materials —,-_....... . ... ... .... 9-6 KENT STANDARD PLANS ...,....,........................................................... A-1 PERMITS......................................................................................... A-2 PREVAILING WAGE RATES................................................................ A-3 Reach 2 & 3 Mitigation Planting/Holcomb August 23, 2017 Project Number: 09-3010 KENT SPEC 1 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. DIVISI10N 9 GEM UIREIIFIENT 1-01 DEFINITIONS AND TERMS SECTION 1-01. 1 IS SUPPLEMENTED BYADD/NG 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) IS SUPPLEMENTED BYADD/NG 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 NIC 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 Reach 2 & 3 Mitigation Planting/Holcomb 1 - 1 August 23, 2017 Project Number: 09-3010 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 SYADDING 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 contract to the next lowest bidder that the City, in its sole judgment, Reach 2 & 3 Mitigation Planting/Holcomb 1 - 2 August 23, 2017 Project Number: 09-3010 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: I 1-02.2 Plans and Specifications I 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 ICrritWP cfav/pr,yrt�t ?r el�t; 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 BYADDING 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 shall be signed by the Bidder and the Surety. A proposal bond shall not Reach 2 & 3 Mitigation Planting/Holcomb 1 - 3 August 23, 2017 Project NUmber. 09-3010 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: 1-02.10 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 IS 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 4 August 23, 2017 Project Number: 09-3010 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 i 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 "60 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 other part of the contract require work that has no bid item price in the Reach 2 & 3 Mitigation Planting/Holcomb - 5 August 23, 2017 Project Number: 09-3010 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 6 August 23, 2017 Project Number: 09-3010 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 Conu act, 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 7 August 23, 2017 Project Number: 09-3010 1-0s 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 Any additional staking and surveying work shall be the responsibility of the Contractor and the cost will be incidental to the other bid items. 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 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 Reach 2 & 3 Mitigation Planting/Holcomb 1 - 8 August 23, 2017 Project Number: 09-3010 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 9 August 23, 2017 Project Number: 09-3010 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 /N 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 10 August 23, 2017 Project Number: 09-3010 9-06 CC)rdTR(],I„ nF MATFR I 'll SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. i 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, 1 B, 1 C, 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 11 August 23, 2017 Project Number: 09-3010 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 12 August 23, 2017 Project Number. 09-3010 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. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PU6LIC 1-07.2 State Taxes 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 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. 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 13 August 23, 2017 Project Numbcr 09-3010 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: Hydraulic Project Approval (HPA) Shoreline Conditional Use Permit City of Kent Water Meter Permits (to be acquired at time of construction) 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 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 14 August 23, 2017 Project Number: 09-3010 SECTION 1-07. 15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15 Temporary Water Pollution Prevention 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 15 August 23, 2017 Project Number: 09-3010 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 Link Comcast Jason Tesdal Bill Walker 206-345-3488 253-288-7538 206-683-4242 (cell) 206-255-6975 (cell) 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 9-07. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 16 August 23, 2017 Project Number: 09-3010 SECTION 1-07.23 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-07.23(3) High Water Events 1 . The Contractor shall monitor actual and forecasted water levels in the Green River daily. River levels can be monitored through the National Weather Service's web site: ;Atfl wll,Q wa.,ALU rm c�fyvJ V,r� <>2Jlr rl;r"1gl slrl:'r,.l 11p nafc :-.K.,c wh f igc_ a lal,uw I I 2. When the water levels are predicted to reach the work areas, stockpile or staging areas, the Contractor must remove their personnel, materials, equipment, and temporary facilities from within the floodway within 24 hours. The ordinary high water mark on this project was determined to be 2,500 cfs. 3. In the event large storms are forecasted, take precautions to secure and protect the Work and the site against damage during passage of the flood. 4. Damage to portable equipment and materials shall be the sole responsibility of Contractor. 5. In the event of predicted or actual water levels above the ordinary high water mark, the Engineer shall have the right to suspend the work until water levels recede. 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 Reach 2 & 3 Mitigation Planting/Holcomb 1 - 17 August 23, 2017 Project Number: o9-3o10 act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 18 August 23, 2017 Project Number. 09-3010 SECTION 7-08.4 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 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 19 August 23, 2017 Project Number: 09-3010 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 20 August 23, 2017 Project Number: 09-3010 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 21 August 23, 2017 Project Number 09-3010 SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 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 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. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 22 August 23, 2017 Project Number: 09-3010 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 and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL SECTION 1-10. 1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. The trail shall remain open to all pedestrian and bicycle traffic unless the Contractor receives written approval from the Engineer stating otherwise. 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 or206-382-4090 Reach 2 & 3 Mitigation Planting/Holcomb 1 - 23 August 23, 2017 Project Number: 09-3010 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 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING; 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1 -10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." SECTION 1-10.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1 . Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING; 1-10.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: Reach 2 & 3 Mitigation Planting/Holcomb 1 - 24 August 23, 2017 Project Number: 09-3010 The unit contract price for "„.a.affl,c Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1 -10.2(1)B, and Section 1 -10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. The unit contract price for "Traffic Control Su ery sor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Traffic Control Labor" The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1 -10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1 . When the initial temporary traffic control devices are set up, 50 percent of the arnount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1 , The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 25 August 23, 2017 Project Number 09-3010 No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1 -07.23(3) of the WSDOT Standard Specifications. Reach 2 & 3 Mitigation Planting/Holcomb 1 - 26 August 23, 2017 Project Number: 09-3010 2-n1 CLEAR GRUBBING_ AND ROADSIDE CLEANUP I SECTION 2-01. 1 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.5 Payment "Cle ri g c3 — — .) "�g..��l�aarubbuua (Sod frarla� mulch rir� sand noxious weeds, per lump sum I SECTION 2-01.3(2) ITEM 2. e. IS DELETED AND REPLACED WITH THE FOLLOWING: 2-01 .3(2) 2. e. Upon which embankments will be placed. All stumps shall be removed and grubbed as specified above. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.3 Construction Requirements SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters In removing pavement, 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 pavement, or cement concrete curb is being 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. Reach 2 & 3 Mitigation Planting/Holcomb 2 - 1 August 23, 2017 Project Number: 09-3010 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: The unit contract price per square yard for "Remove Existing._As Ip lalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: actual (Jeolth in inche (square yards) x 6 Inches = quantity For example, if the Contractor encounters pavement to be removed which is 8 inches thick and 100 square yards then the quantity would be: 8 100' x 6 — 133 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concretp Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing 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: Reach 2 & 3 Mitigation Planting/Holcomb 2 - 2 August 23, 2017 Project Number: 09-3010 eCAwC cl }tlrh ir1 irichc;s (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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 2 - 3 August 23, 2017 Project Number: 09-3010 QIVISION 4 — BASES. DIVISION 4 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 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 except top course shell not exceed 2 inches unless otherwise"elirocted Density shall be at least 95,percent of rrlaximum density per ASTM C-1557 using a nuq-fear garage. Compaction of each"layer must be approved by the"Engineer before:"the next, succeeding layer of surfacing or pavement is laced thereQn.' ' SECTION 4-04.4(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING- 4-O'4.3(i) Miscellaneous Requirements The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment The unit contract price per ton for "Crushed Surfacing Top Course, 5/8 Inch Minus" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Reach 2 & 3 Mitigation Planting/Holcomb 4 - 1 August 23, 2017 Project Number, 09-3010 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. 5-04 HOT MIX ASPHALT SECTION 5-04.3(3)A IS DELETED IN ITS ENTIRETY. 5-04.3(3)A Material Transfer Device/Vehicle SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, Class 112" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9"-02.4, If the City is not satisfied with the mix:submitted, a full mix design.will be performed, The City is not raised to justify do the Contractor its decision to Iserfornr a; mix design. The City reserves the right to adjust tho Osphalt ccrrient content based on mix design or apprIoval of alterr late mix dl sLADimitted by"the Contractor. SECTION 5-04.3(II)4 IS DELETED AND REPLACED WITH THE FOLLOWING. 5-04.3(9)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. Reach 2 & 3 Mitigation Planting/Holcomb 5 - 1 August 23, 2017 Project Number. 09-3010 SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing Asphalt concrete Class 112" 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. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 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; (10)B !S DELETED AND,REPL CED V/I!!TH THE FOLLOWING: 5-04.,3(10)B Control ,, Fpr 'Asphaflt Concrete, whene paving is-in th ,iraffic lanes, inclyd ng lanes for romps, tbipk clirpl ing, wean � g, speed changes, and,p ft turn ehannellz� ion, and tho specified compacted-'gourse thickness 75";rgreater 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). Reach 2 & 3 Mitigation Planting/Holcomb 5 - 2 August 23, 2017 Project Number: 09-3010 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. SECTION 5-04.3(92) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) 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 transversejoint. The Contractor shall construct and maintain a temporary IH1/IA wedge in accordance with Section 5-04,,„J(12)A,across , :. thr entire width of the transverse edge when traffic is allowed on the played surface prior '.to paving, The wedge shall be constructed,before opening the lane to"'traffic. , SECTION 5-04,1, IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified 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 price per ton for "HMA Class 1/2 Inch PSG 64-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for roadways, driveways, permanent utility patches, sidewalk ramps, raised/thickened edge at old curb locations, and other areas at the locations shown on the plans, as specified herein and as directed by the Engineer. The cost for anti-stripping additive and asphalt for tack coat shall be included in this bid item. Reach 2 & 3 Mitigation Planting/Holcomb 5 - 3 August 23, 2017 Project Number: 09-3010 SECTIONS 5-04.5(1), 5-04.5(1)A AND 5-04.5(1)B ARE DELETED IN THEIR ENTIRETY. 5-04.5(1) Quality Assurance Price Adjustments 5-04.5(1)A Price Adjustments for Quality of HMA Mixture 5-04.5(1)B Price Adjustments for Quality of HMA Compaction i r Reach 2 & 3 Mitigation Planting/Holcomb 5 - 4 August 23, 2017 Project Number: 09-3010 MY1 ION m7 — QRA I NA_ E STRQC . TQRM ._ . SAN I TAR EVPVER WATT R IWIa�11 N ANC1 1NIrIU 1 TS 7-08 GENERAL PIIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 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. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mx Asphalt ..... ... .. ... ... 5-04.2 Cement Concrete Pavement ........ ..... 5-05.2 Culverts . ... ... .... ... . .. ...: .... ..."7-t?2.2 Storrrl Sewers .... ...................... 7-04.2 �Manhbles; Inlets and Catch" Basin ..... 7-05.2 Sanitary Sewer. .. 7-17.2 Side Sewers . 7 all 8.2 Crushed Surfacing .... 9 b3.9(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ................................. 9-03.14(1) Foundation Material Class I and 11 ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 SECTION 7-08.3(2)B IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF Styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. 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. Reach 2 & 3 Mitigation Planting/Holcomb 7 - 1 August 23, 2017 Project Number: 09-3010 External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. 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 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 t6 be cverlayed; the CC6ht"Iacto!f.;shah, recoh§truct theitrench with a,2 inch thick asphalt concrete„Oatch with,d, 2 inch asphalt overlay for a totdl,gf 4 inches of asphalt conoeto,pavernent over 2 Inches of crushed surfacing top course overA "inches crushed.surfacingg�pase Course. In all cases, thl asphalt and crushed surfacing thickness far the patch,::shall meet:or exceed the existing pavement sectiorl,,,;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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 7 - 2 August 23, 2017 Project Number: 09-3010 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. 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. Service connections for commercial users as well as residential users are included. This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as,.required and relocating rrneters or combinations thereof, Also included is a6�ncicnment and cRsconnection af'service lines being replaced at the Clty:�,main line, 7-15;2 Materials The follow ing materials shall meet the requirements of the following sections of(the Kent Special Previsions Saddles ..... 9-30.6(1) Corporation Stops.............. 9-30.6(2) Polyethylene Pipe.................... 9-30-6(3)B Service Fittings............... ........ 9-30.6(4) Meter Setters ......................... 9-30.6(5) Meter Boxes........................... 9-30,6(7) Water Meters .................„„,,,,„. 9-30,7(8) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be either Type K copper tubing without sweat joints, or ultra-high molecular weight, high density polyethylene (PE) plastic pipe, only. Reach 2 & 3 Mitigation Planting/Holcomh 7 - 3 August 23, 2017 Project Number: 09-3010 Pipe materials used for water service lines on private property, and installed by the customer shall conform to the Uniform Plumbing Code. It is the customer's responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter shall be located directly opposite the corporation stop. 7-15.3(2) Flushing, Disinfection and Testing a 11 service pipe,and:appurtenafncos,shall be,pr'echlornnated pri installation. After installation, the service connection shall be fld$hed prior to connecting meter rind tested after connection to the meter. 7-15:3(3) Service Connections This work.shall consist solely of connecting 1`finch or greater diatt"reter service lin'es to the water'nrain pipe by instalOng new corporatioh stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Kent Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Kent Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans, and reconnecting the used meter assembly to the service line pipe. 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter Reach 2 & 3 Mitigation Planting/Holcomb 7 - 4 August 23, 2017 Project Number: 09-3010 and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be either copper tubing type K or polyethylene plastic (PE) pipe and shall be installed with a minimum of 2 feet of cover over the top of the line. Whenever PE pipe is installed, 12 gage solid copper tracing wire with plastic coating shall be installed over the pipe for its entire length as shown in Kent Standard Plans 3-10 and 3-11 . The wire shall be bared and connected between the corporation and the angle stop on the meter setter so as to maintain continuity. Water service line pipes shall not exceed 60 feet in length from the water main pipe to the meter setter. When water services lines are installed for future use, the work shall include a "tail run" section of service pipe two feet long from the water meter setter to the property or easement line. This "tail run" section shall have a union fitting on the end of the "tail run", shall be indicated with a 2 x 4 stake marked with the legend "WATER" and shall otherwise be marked in conformance with Section 7-18.3(5) of the WSDOT Standard Specifications. When now water service lines are to be connected to existing service lines smaller than.'l, inch In diameter, the new, water service lines behind the meter shall be the Same diameter,as the service line from the water main to the meter and shall be suitably reduced at the connection,. 7-15.3(6) WAter Meters Water meters 5/8 inch x 3/4 inch to 2 inch sh tll be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. The Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. 7-15.3(7) Compound Meter Assemblies Compound meter assemblies shall be installed where shown on the plans. Compound meter assemblies shall conform with Kent Standard Plan 3-12 in all respects and shall include a water meter of the specified size unless otherwise stated in the Kent Special Provisions. The utility Reach 2 & 3 Mitigation Planting/Holcomb 7 - 5 August 23, 2017 Project Number: 09-3010 vault for the compound meter and by-pass shall be sized to allow access to all gate valves when the cover is removed, shall be rated for H-20 traffic loading, and shall otherwise conform to Kent Standard Plan 3-1 2. This work includes connection to the customer's service lateral when they exist. 7-15.3(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(9) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within Clty,sic3gwallks shall be located so that'no, portion.,of,the'ri r l ox is closer tk9on,6,,inches to any edge of tf7m §' dewalk.'W'aterimmeter b,oK,es Installed outside of City,sidoWalks shii]Vbe located within the easgmenC,br right-4-way wlth?thti atear ed4o of the box being );foot from the-,�roperty,gr easement, line art set tio.�ini5hf**tb grade Water meter boxes are specified folr varying meter sizes and forivarydng is ations; 'ater meter boxes within driveways or oth i�l+ er traffic areas _shall meet the requhrome ' for a H 2O,fraffda,loading. Water moiier boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar nontraffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. Reach 2 & 3 Mitigation Planting/Holcomb 7 - 6 August 23, 2017 Project Number. 09-3010 SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid items when they are included in the Proposal: "Service Connection 1 Inch Diameter" "Service Connection 1,-1./2 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, tools, equipment, and materials necessary for installing the service connection to the water main pipe including, but not limited to, double strap saddle installation, installation of the corporation stop, connection to the water service line, gate valve with valve box, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, disinfection, and testing of the service connection. Reference Kent Standard Plans 3-10 and 3-11 . "Water Service Line 1 Inch Diameter" "Water Service Line 1 .5 Inch Diameter" The unit contract price per linear foot for the above items constitutes complete compensation for the labor, materials, and equipment necessary or iincide' ntal to the installation of new water"service hires including, but not limited to trench excavation, bedding, laying pipe, fittings and adaptors, connection to meter and corporation stops, back�ff'illing, restoration, marking of "tail rung;"-" testing flushing, ,and disinfection. 1 Inch Mister Setter"; '*1-1/2 Inch Meter Setter" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, and equipment necessary or incidental to the installation of new meter setters including, but not limited to connecting the service lines, connecting to "tail runs", excavation, backfill, fittings and adaptors, testing, flushing and disinfection. "Meter Box for 1 Inch Diameter Service„ "Ueter Box for inch Dametor Cor"ico" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnish and install new meter box and cover including, but not limited to excavation, backfill, and setting to grade. Reach 2 & 3 Mitigation Planting/Holcomb 7 - 7 August 23, 2017 Project Number: 09-3010 DIVISION 8 - MISCELLANEOUS CO MMUCTION R_nI CDnCIn1U Cn1UTRn1 ABIn Ift"D 011i 1 1ITI uny /`/VUTDr%l _......v........,. �...... . ....... suss wun-n n u.nw. r v�n-v vvw n vwvn- SECTION 8-01.1 IS SUPPLEMENTED BY ADDING 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) Straw Mulch .......... ............ —9-14.4(1) Coir Fabric ......................... ...9-14.5(2) Straw Wattle ..........--..........9-14.5(5) 8-01 .3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General 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. 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. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 1 August 23, 2017 Project Number: 09-3010 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other l 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 BY ADDING 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 , Spill Prevention Control and Countermeasures Plan 2. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING 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 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited 3. City of Kent 2002 Surface Water Design Manual Reach 2 & 3 Mitigation Planting/Holcomb 8 - 2 AugusL 23, 2017 Project Number: 09-3010 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. SECTION 8-01-3(2)D IS DELETED AND REPLACED WITH THE FOLLOWING: 8-01.3(2)D Mulching Wood cellulose fiber mulch conforming to Section 9-14.4 of the WSDOT Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.4(2) shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01 .3(2)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 3 August 23, 2017 Project Number: 09-3010 Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. 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 BYADDING THE FOLLOWING: 8-01 .3(2)H Inspection 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 Reach 2 & 3 Mitigation Planting/Holcomb 8 - 4 August 23, 2017 Project Number: 09-3010 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 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 BYADDING 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 8-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01 .5 Payment The unit contract price per square yards for "Se edino, R rtilizing, 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. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 5 August 23, 2017 Project Number: 09-3010 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 contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01 .3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02, 1 IS SUPPLEMENTED BYADDING 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. 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: Reach 2 & 3 Mitigation Planting/Holcomb 8 - 6 August 23, 2017 Project Number: 09-301 0 Seed ....................................... ................ 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments............................. 9-14.4 Wood Cellulose Fiber ................................. 9-14.4(2) Special Planting Mixture............................. 9-14.4(9) Erosion Control Devices ............................. 9-14.5 Coir Fabric ..........................._..........,......... 9-14.5(2) Plant Materials.......................................... 9-14.6 Street Trees............................................. 9-14.6(1)A Stakes, Guys and Wrapping ..................... .. 9-14.7 Tree Ties ................................................. 9-14.7(1) Water for Plants........................................ 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION B-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand.. For the purposes of this contract, a "weed" is defined as any non- native, invasive species, including, but not limited to: Reed canary grass, Japanese (or Bohemian) knotweed, Scot's broom, Himalayan blackberry, common tansy and tansy ragwort. SECTION 8-02.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting The location of plantings shall be according to the landscaping details, unless otherwise directed by the Environmental Ecologist. Trees will in general be placed 10 feet or more away and shrubs 5 feet or more away from the 15' Trail Clear Zone demarcation line (see plans) to maintain a clearing as plants mature. The Contractor shall layout tree, shrub and herbaceous plant locations and request approval from the Environmental Ecologist before planting begins. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 7 August 23, 2017 Project Number: 09-3010 SECTION 8-02.3(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(8) Planting All plants shall be carefully placed in excavated holes to prevent damage to fibrous root systems during placement and backfilling operations, with burlap or container removed. Plants shall be set vertically in the center of the pits, backfilled with native soil, watered and settled so that the crown of the root ball will have the same relation to finished grade as it bore to the grade of the ground from which it was dug. SECTION 8-02.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9) Pruning, Staking, Guying, and Wrapping Pruning shall be limited to the minimum amount necessary to remove injured twigs and branches. Only cut injured limbs to the nearest lateral bud. Do not apply tree wound paint or petroleum product to tree cuts. Stake trees only if necessary (typically if tree is > 4' tall). Stake trees at one-third of height with tree ties" or Engineer approved alternative. SECTION 8-02.3(11) IS SUPPLEMENTED AS FOLLOWS: 8-02.3(11) Bark or Wood Chip Mulch Arborist Mulch shall be placed at a uniform depth as shown in details. Arborist Mulch shall comply with 9-14.4(3) of these Special Provisions. SECTION 8-02.3(13) IS SUPPLEMENTED WITH THE FOLLOWING: 8-02.3(13) Plant Establishment — Year 2 & 3 The Plant Establishment Plan shall show the scheduling, frequency, dates, materials and equipment utilized, whichever may apply, for all plant establishment activities including, but not limited to, the following: A. Plant Establishment Activities 1 . Weed Control for Target Weeds within Planting Areas 2. Fertilizing 3. Watering 4. Litter and Debris Removal 5. Pruning 6. Insect and Disease Control 7. Erosion Control Methods and Procedures 8. Plant Replacement Also indicate the following: A. Supervisor/Responsible Contact Name Reach 2 & 3 Mitigation Planting/Holcomb 8 - 8 August 23, 2017 Project Number: 09-3010 1 . Local address 2. Local telephone number B. Sign and date the Plant Establishment Plan Failure to comply with the plant establishment plan or to revise the plan as needed or to comply with corrective steps outlined by the Engineer will increase the duration of current years plant establishment period and will result in a suspension of time for first, second or third year plant establishment period. Any such suspension of time will not be lifted until all unsatisfactory conditions have been corrected to the satisfaction of the Engineer. Watering shall be sufficient to supplement natural rainfall for all plants at a minimum rate of one (1) inch of water per week. During the one, two and three year plant establishment periods, the Contractor shall maintain all plant establishment areas in a condition that is free of unwanted vegetation. Weeds and unwanted vegetation shall not be allowed to reach seed stage. The Contractor shall perform all other work necessary to the continued healthy and vigorous growth of all plant material as ordered by the Engineer. SECTION B-02.3(14) IS SUPPLEMENTED WITH THE FOLLOWING: B-02.3(14) Plant Replacement The Contractor shall replace all trees and shrubs which, in the opinion of the City Environmental Ecologist, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: B-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 1 . Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 9 August 23, 2017 Project Number: 09-3010 SECTION 8-02.4 IS SUPPLEMENTED WITH THE FOLLOWING: 8-02.4 Measurement Arborist mulch will be measured by the cubic yard in the haul conveyance at the point of delivery. SECTION 8-02.5 IS SUPPLEMENTED AS FOLLOWS: 8-02.5 Payment "PSIPE Acer rnacroplhy-laum Bigleaf IsllXAe) 5 gallon" llon„ "PSIPE Picea sltchensis (Sitka Spruce) 5 (gallon„ „PSIPE J'hr�a plicat�(V'u'estern Red C�;d�rr 5 allan„ "PSIPE Pnnnhic tnchnrarna (Black Qottomnood) 4' live cutting, 6" diameter maximum" "PSIPE Salix sitchensis (Sitka WillQW) 4"..live cutting, 6" diameter maximum" "PSIPE Ribes san uineum (Red I-loweringll Currant) 1 grjllon" "PSIPE Holodiscus discoior (0cean5pra 1 gallon" "PSIPE Mahonia aguifolium (Tall Oregon Gra e) 1 callorl„ "PSIPE SympSvrrlphorrcaroos albus SnowLerr 1 aleon" "PSIPE Physo us cap)tatus (Pacific Ninebark) 1 gallon„ "PSIPE Lorllcera involucrate (B(ack Tvuilnberry) 1 gallon" "PSIPE RUbus spectabilrs (Salmonberry) 1 gallon„ „PSIPE Rubus parviflora Thimbleberr 1 acg Ilan "PSIPE Rosa nutkana (Nootka Rose) I gallon„ "PSIPE Cornus seumea (Red Twig tl�agwoodl 1�rallon„ "PSIPE Rosa allon isocafDa(Swami) Raw1 g l „ The unit contract price per each for PSIPE shall include furnishing, installing and removing Plastic Shrub Shelter and Plastic Tree Shelters. "Arborst Mulch" per cubic yard shall include all costs for all labor, materials, tools and equipment necessary to supply and spread the mulch. This item includes, but is not limited to the labor required for raking and compacting, clean-up and complete preparation ready for planting. Plant Establishment — Year 2 & 3 As the plants that include plant establishment — year 2 and 3 are grown, partial payments shall be made upon reaching the following plant establishment milestones after inspection by the Engineer. Plant Establishment Milestone —'-Payment Completion of the initial weed control Work for year 30 percent July 15th 60 percent _-__ ........... .......... _..........._. September 30th 80 percent Completion of second and third-year plant establishment 100 or after all replacement plants have been installed, percent whichever is later Plant establishment milestones are achieved when plants meet conditions described in Section 8-02.3(13). Reach 2 & 3 Mitigation Planting/Holcomb 8 - 10 August 23, 2017 Project Number: 09-3010 8-03 I RR I GAT IONd SYSTEMS SECTION 8-03.3 IS SUPPLEMENTED AS FOLLOWS: 8-03.3 Construction Requirements The irrigation mainline and lateral water lines shall be a minimum of 6 inches below finished grade measured from the top of the pipe. The irrigation sleeves may be installed by directional boring in a manner similar to that described in Section 8-20.3(5)E of the Standard Specifications. SECTION 8-03-3(2) IS SUPPLEMENTED AS FOLLOWS: 8-03.3(2) Excavation Trench for mainline shall be restored per detail called out on plan. Bark mulch shall conform to WSDOT Standard Specification 8-02.3(11). SECTION 8-03.3(5) IS SUPPLEMENTED AS FOLLOWS: 8-03.3(5) Installation Rigid Type L copper pipe shall be used from the water meter service connection to the double check valve assembly. SECTION 8-03.3(10) IS SUPPLEMENTED AS FOLLOWS: 8-03.3(10) As Built Plans MAINTENANCE MANUALS A, The Contractor is to provide two (2) operation and maintenance manuals. The manuals shall be indexed and tabbed, bound in hardback 3—ring binders. Include the following items/information: 1 . List of authorized distributors and service representatives (in the area), for each item of irrigation equipment: include names, addresses, and phone numbers. 2. Guarantee/warranty certificates for all equipment used and Contractor's written warranty for entire system (1) year guarantee. 3. Manufacturer's maintenance sheets, replacement parts list and equipment brochures for all equipment used. All composite data sheets shall have the specified products (used in the field) clearly highlighted. 4. Winterization and spring start up procedures. 5. A copy of each watering schedule, one for initial landscape establishment and one for the established landscape. 6. A pocket for (1) one copy of the approved record drawings. This print shall be added at the time of final inspection. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 11 August 23, 2017 Project Number: 09-3010 WATER SCHEDULE A. Provide two irrigation watering schedules consistent with overall project. The schedule shall address the initial establishment phase of the landscape and the second schedule shall be designed to address an established landscape. Both schedules shall be seasonal in nature. Submit both schedules, laminated, to the project engineer and post on controllers. SECTION 8-03,3(14) IS SUPPLEMENTED AS FOLLOWS: 8-03.3(14) Irrigation Electrical Service No electrical service will be provided the irrigation controllers. Battery operated devices have been specified for use in the project. Contractor shall provide batteries for the life of the contract. 8-03.4 Measurement No unit of measure shall apply to the lump sum price for irrigation system. SECTION 5-03.5 IS SUPPLEMENTED AS FOLLOWS: 8-03.5 Payment Payment will be made in accordance with Section 1-04.1 for the following Bid items when included in the Proposal: "Reach 2 Imri ation System" and "Reach 3 Irrigation System", lump sum. All costs for furnishing and restoring in addition to the installation of the mainline behind the meter and irrigation system equipment and components where indicated and as detailed in the Plans and Specifications, all costs of initial and annual inspections and tests performed on cross connection control devices and electrical wire testing during the life of the contract and As-built Plans shall be included in the lump sum price for the complete irrigation system as shown in the Plans or as otherwise approved by the Engineer. The City of Kent will pay for irrigation water for the duration of the contract. The Contractor shall be responsible for any costs incurred and water used in the event of a water main break, theft or equipment malfunction. As the irrigation system is installed, the payment schedule will be as follows: 1 . Payment will be made in proportion to the amount of Work performed up to 80 percent of the unit Contract price for irrigation system when the irrigation system is completed, tested, inspected and fully operational. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 12 August 23, 2017 Project Number: 09-3010 2. Payment shall be increased to 90 percent of the unit Contract price for irrigation system upon completion and acceptance of initial planting and submittal of As-built Plans. 3. Payment shall be increased to 100 percent of the unit Contract price for irrigation system upon completion and acceptance of the first year plant establishment. When there is no first-year plant establishment or when the Contract is completed, payment will be increased to 100 percent of the unit Contract price for irrigation system upon completion of As-built Plans. "Remove Exist Reach_2 Irrigation System" "Remove ExisxirlG�Reaeh 3 Irrdgation System" The unit contract price per linear foot for the above items constitutes complete compensation for all labor, tools, materials, and equipment necessary for removal and off-site disposal of the existing irrigation systems. This includes but is not limited to: excavation, backfilling, and compaction. This bid item shall include all costs associated with removing and disposing of existing irrigation boxes and valves. B-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04,3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) 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. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Cement Concrete Curb and Gutter" "Cement Concrete Extruded Curb" The unit contract price per linear foot for the above items 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. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 13 August 23, 2017 Project Number: 09-3010 DIVISIONS IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 8-27 MULCH 8-27.1 Description This work consists of supplying and installing arborist mulch as shown on the plans. 8-27.2 Materials "Compost" shall conform to Kent Special Provisions 9-14.4(8) and be incorporated into topsoil as needed to supply required organic material as noted in "Topsoil" description. "Arborist Mulch" shall conform to Kent Special Provisions 9-14.4(10) and shall be applied as a ring around plantings as called out on the plans. 8-27.5 Payment The unit contract price per cubic yard for "Arborist Mulch" shall include all costs for all labor, materials, tools and equipment necessary to supply and spread the mulch. This item includes, but is not limited to the labor required for raking and compacting, clean-up and complete preparation ready for planting. Reach 2 & 3 Mitigation Planting/Holcomb 8 - 14 August 23, 2017 Project Number: 09-3010 D r ISIOr - - AT RtALS 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.4 Mulch and Amendments SECTION 9-14.4(3) IS SUPPLEMENTED AS FOLLOWS: 9-14.4(3) Bark or Wood Chip Mulch Arborist Wood Chip Mulch (AWCM) shall be coarse ground wood chips (approximately 112" to 8" along the longest dimension) derived from the mechanical grinding or shredding of the above-ground portions of trees. It may contain wood, wood fiber, bark, branches, and leaves; but may not contain visible amounts of soil. It shall be free of weeds and weed seeds Including but not limited to plants on the King County Noxious Weed list available at: www,kingcounty.gov/weeds, and shall be free of invasive plant portions capable of resprouting, including but not limited to horsetail, ivy, clematis, knotweed, etc. It may not contain more than 112% by weight of manufactured inert material (plastic, concrete, ceramics, metal, etc.). Arborist Wood Chip Mulch may be delivered for free to a specified location on the project site by coordinating with chipdrop at: https://www,chipdrop.in/ Arborist Wood Chip Mulch, when tested, shall meet the following loose volume gradation: Percent Passing Sieve Size Minimum Maximum 2" 95 0 100 1" 70 0 100 ......-........._.-. 5/8" 0 0 50 1/4" 0 0 40 No particles may be longer than eight inches. Submittals. At the Engineer's request, prior to delivery the Contractor shall provide the following: a. The source of the product and species of trees included in it; b. A sieve analysis verifying the product meets the above size gradation requirement; C. A 1 gallon sample of the product, for the Engineer's approval. SECTION 9-14.4(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.4(8) Compost Compost products shall contain composted plant material derived from the aerobic decomposition of recycled plant waste. The composted plant waste shall have a moisture content that has no visible free water or dust produced when handling the material. Reach 2 & 3 Mitigation Planting/Holcomb 9 - 1 August 23, 2017 Project Number: 09-3010 Compost shall be stable, mature, decomposed organic solid waste that is the result of the accelerated, aerobic biodegradation and stabilization under controlled conditions. The result is a uniform dark, soil-like appearance. Compost maturity or stability is the point at which the aerobic biodegradation of the compost has slowed and oxygen consumption and carbon dioxide generation has dropped. Subsequent testing provides consistent results. Compost shall not contain any sawdust, straw, green or under- decomposed organic matter, under-sterilized manure or toxic or otherwise harmful materials. Compost production and quality shall comply with the Interim Guidelines for Compost Quality, #94-38 or superseding editions, and amendments, published by the Washington State Department of Ecology. Compost products shall meet the following physical criteria: 1 . Compost material shall be tested in accordance with AASHTO Test Method T87 and T88. 100% of Type 1 Compost shall pass through a 5/8" sieve. 90% of Type 2 Compost shall be larger than 3/8 inch and smaller than 1 inch. 2. The pH range shall be between 5.5 and 8.5 when tested in accordance with WSDOT Test Method 417. 3. Manufactured inert material (plastic, concrete, ceramics, metal, etc.) shall be less than 1 percent on a dry weight or volume basis, whichever provides for the least amount of foreign material. 4. Minimum organic matter shall be 30 percent dry weight basis as determined by loss on ignition. (LOI test) 5. Soluble salt contents shall be less than 6.0 mmhos/cm for areas that receive more than 20 inches of precipitation per year. 6. Type 1 Compost shall score a number 6 or above on the Solvita Compost Maturity Test. Type 2 Compost shall score a 5 or above on the Solvita Compost Maturity Test. All compost products will be tested within 30 calendar days prior to application by the Contracting Agency with samples taken from the material stockpiled by the supplier for project use. Compost not conforming to the above requirements or taken from a source other than those tested shall be immediately removed from the project and replaced at no cost to the Contracting Agency. Acceptance of composted products shall be based on the following submittals by the Contractor: 1 . A Request for Approval of Material Source. 2. A copy of the Solid Waste Handling Permit issued to the supplier by the Jurisdictional Health Department as per WAC 173-304 (Minimum Functional Standards for Solid Waste Handling). Reach 2 & 3 Mitigation Planting/Holcomb 9 - 2 August 23, 2017 Project Number: 09-3010 3. Written verification from the supplier that the material complies with the processes, testing, and standards specified in the Interim Guidelines for Compost Quality. 4. Written verification from the supplier that the compost products originate a minimum of 65 percent by volume from recycled plant waste. A maximum of 35 percent by volume of other approved organic waste and/or biosolids may be substituted for recycled plant waste. 5. A copy of the lab analyses described under Testing Parameters in the Guidelines for Compost Quality. The analyses shall be less than three months old. 6. A list of the feedstock by percentage present in the final compost product. 7. A one-gallon sample submitted to the Environmental Ecologist for approval prior to installation. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-14.4(10) Arborist Mulch Arborist Mulch shall be composed of evergreen and/or deciduous tree parts, predominantly woody, that have been chipped and/or ground to no longer than 5 inches (5") and no thicker than two inches (2"). Arborist Mulch shall be free of non-native, invasive weed material, including but not limited to English Ivy, Black Locust, Himalayan Blackberry, Japanese Knotweed, and Reed Canary Grass. "Arborist Mulch" shall conform to WSDOT Standard Specifications 9-14.4(3) and be spread over the entire plantinq area as indicated on the plans. 9-14.4(12) Wood Cellulose Fiber Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients, It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. Reach 2 & 3 Mitigation Planting/Holcomb 9 - 3 August 23, 2017 Project Number. 09-3010 9-14.5 Erosion Control Devices SECTION 9-14.5(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-14.5(2) Coir Fabric The coir fabric shall be Belton Geocoir 700 or approved equal installed per manufacturers recommendation with 24"+ wooden stakes 3' apart. Overlap fabric at least 18" in water flow direction. 9-14.7 Stakes, Guys, and Wrapping SECTION 9-14.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.7(1) Tree Ties Tree ties shall be patent "Tre-Ties" sufficient in size and number to adequately support the trees as determined by Quentin Poil, Nursery Supervisor at 253-856-5127. 9-15 IRRIGATION SYSTEM SECTION 9-15. 1 IS SUPPLEMENTED AS FOLLOWS: 9-15.1 Pipe, Tubing, and Fittings Sleeve under the trail, through the sheet pile wall and levee, shall be Schedule 80 galvanized ridged steel, 3 inch minimum inside diameter. Steel sleeve shall be installed via pipejacking to ensure no gaps between sleeve and soil through levee fill. Core drill sheet pile and weld around steel sleeve. Flange shall be welded to sheet pipe wall as shown on plans. All welding shall meet requirements of WSDOT 6-03.3(25). Polyurethane sealant Sikaflex 1 a or as approved equal by engineer shall be applied in the annulus between the sleeve and the main line at both ends of the pipe and the sleeve; minimum 2 feet into the annulus to ensure a complete seal. Supply all necessary materials to ensure a watertight connection, this includes, but is not limited to, steel sleeve, pipe jacking, sealant, welding flange, companion flange, 3" threaded nipples and welding steel sleeve. Sleeves beneath the levee access ramps shall be PVC Schedule 40. Mainline shall be PVC Schedule 40. Lateral lines shall be PVC Schedule 220. SECTION 9-15. 1(1) IS SUPPLEMENTED AS FOLLOWS: 9-15.1 (1) Galvanized Pipe and Fittings Galvanized steel pipe shall only be used as a sleeve beneath the trail on this project. Reach 2 & 3 Mitigation Planting/Holcomb 9 - 4 August 23, 2017 Project Number: 09-3010 SECTION 9-15.2 IS SUPPLEMENTED AS FOLLOWS: 9-15.2 Drip Tubing Netafim Techline CV drip irrigation with 0.4 GPH inline emitters spaced 18" on-center (TLDL4-24--). SECTION 9-15.3 IS SUPPLEMENTED WITH THE FOLLOWING: 9-15.3 Automatic Controllers The controllers shall be as follows: Hunter Node-100 single station controller shall be battery operated, Controller: General Conditions A. Number of stations:1 B. Independent programs: 3 C. Start times per program: 4 D. Operates DC latching solenoid only E. Accepts single or double 9 volt batteries F. Programmable off G. Manual cycle H. Global seasonal adjust I. Battery life indicator J. Waterproof body SECTION 9-15.5 IS SUPPLEMENTED WITH THE FOLLOWING: 9-15.5 Valve Boxes and Protective Sleeves All equipment enclosure boxes shall have non-skid, locking lids and be rated for Heavy Duty, incidental/non-deliberate vehicular traffic loads. H-series polymer or approved equal are acceptable boxes. SECTION 9-15.7(2) IS SUPPLEMENTED WITH THE FOLLOWING: 9-15.7(2) Automatic Control Valves Provide Netafim low volume control zone kit (LVCZ-150HP) with DC latching solenoid control valve and disc filter and pressure regulator for all irrigation zones. SECTION 9-15.9 IS SUPPLEMENTED WITH THE FOLLOWING: 9-15.9 Drain Valves Manual Flush Valves shall be Netafim Techline shut-off valve (TLSOV). Reach 2 & 3 Mitigation Planting/Holcomb 9 - 5 August 23, 2017 Project Number. 09-3010 SECTION 9-15. 11 IS SUPPLEMENTED WITH THE FOLLOWING: 9-15.11 Cross Connection Control Device Provide as follows: A. Per City of Kent Standard Plan 3-15 B. Manufacturer must be on the "Approved Cross Connection Control Devices" list of the Washington State Department of Health. C. Shall be type and size shown on drawing and/or the following: FEBCO Model 850, double check valve, or approved equivalent, match water meter size. 9-30 WATER DISTRIBUTION MATERIALS SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6 Service Connections 9-30.6(1) Saddles The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The "U" straps shall conform to the outside diameter of the range stamped on the saddle. The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 finch FB500-4 .............. 1 112 inch FB500-6 2inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9-30.6(4)) only. Reach 2 & 3 Mitigation Planting/Holcomb 9 - 6 August 23, 2017 Project Number: 09-3010 SECTION 9-30.6(3)B IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(3)B Polyethylene Pipe Polyethylene service pipe shall be iron pipe size (IPS) ultra-high molecular weight, high density polyethylene plastic meeting or exceeding the following standards: ID ASTM D-2239, SIDR-7, and PE 3408, AWWA C-901 , AWWA C-800, and National Sanitation Foundation Standards and conforming to all other applicable standards. This polyethylene pipe shall be rated at or above a working pressure of 200 psi. Polyethylene plastic pipe shall have a manufactured stainless steel insert stiffener at all compression packjoints. Driscopipe 5100 Ultra-Lien water pipe is an approved product meeting the above specifications. All other products require approval of the City Water Department after submittal of a sample length of pipe and the manufacturer's product literature. The City is not responsible for the purchase of materials not meeting the above specifications. SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a pack joint coupling shall be used for the connection to the setter. Packjoint couplings shall make a tight and permanentjoint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack joint couplings shall be made of bronze, and shall have a gasket or 0-ring. Fittings used for copper and/or polyethylene tubing shall be Ford pack joint type only. Ford stainless steel stiffeners shall be used when utilizing compression fittings on polyethylene tubing. Insert Stiffeners The following table is a summary of the insert stiffeners that shall be utilized for the respective pipe sizes stated. Ford Insert Stiffeners ..._ ....., ....................,m............. .,.. Size Ford Model Number --- ....................................... I .....nsert-............._..._ 7— --- — 3/4 inch ' 71 1 inch Insert-72 _..........-_-------------------------------------_...... -_..... 1 1/2 inch Insert-74 2 inch Insert 75 Reach 2 & 3 Mitigation Planting/Holcomb 9 - 7 August 23, 2017 Project Number. 09-3010 Pack Joint Couplings The following table is a summary of Ford pack joint couplings that shall be utilized for the respective pipe sizes and types stated. .. .. ........ _ ... .... _ ......__._.__ Ford Pack Joint for Straight CTS Pipe Ford Model Number Male Iron Pipe P.J. for CTS C84-34 3/4 inch 1 inch C84-44 1 inch 1 inch_ C84-66 1 112 inch 1 1/2 inch Tm ..........._ .__...._. - ....... ----- C84 77 2 inch 2 inch Ford Pack Joint for Polyethylene Pipe Ford Model Number Male Iron Pipe P.J. for PEP — .... ............. .............. C86-34 3/4 inch 1 inch C86-44 1 inch 1 inch ........ _.......... C86-66-I DR7 1 1/2 inch 1 1/2 inch . __.__-_ .................... ._ _...................... C86-77-IDR7 2 inch 2 inch SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meter Setter Size Type -................_ 3/4 inch Ford VH72-15W-11 -33 1 inch Ford VH74-15W-11 -44 1 1/2 inches Ford VBH76-1513-11-66 L/BP ._.......................... 2 inch Ford VFH77-15B-11-77 L/BP Reach 2 & 3 Mitigation Planting/Holcomb 9 - 8 August 23, 2017 Project Number: 09-3010 SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30,6(7) Meter Boxes Meter box requirements vary with respect to water meter size and location of the meter box. Meter boxes shall be as follows: Meter Box Meter Size Location Type 3/4 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM29 pavements or adjacent to vehicle turninq areas Meter Box Meter Size Location Type - -.W.`.. --------------------- 1 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turninq areas 1 1/2 inch to 2 'Planters Carson 1730-15 inch Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas -..-_. ....-_.- . ... _. 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 All plastic boxes shall be constructed of black polveth lene. ....................................._ Irrigation Box _DCVA or PRV Size Type 3/4 inch to 1 inch and Carson 1324-15G all PRV's Green solid lid 1324-21- Extension Boxes - 6 Carson 1 324B-1 L inch 1 1/4 inch to 2 inch Carson 1730C-1 B for 15 inch high Carson 1730D-1 B for 18 inch high Green solid lid 1730-P2L SECTION 9-30.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-30.6(8) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. The City Water Department will not provide or set the water meter(s) until the Contractor has obtained Reach 2 & 3 Mitigation Planting/HDIComh 9 - 9 August 23, 2017 Project Number: 09-3010 the necessary permit(s), paid all associated fees, and receives a request from the project inspector. All water meters larger than 2 inch shall be provided and installed by the Contractor. All 5/8 x 3/4 and full 3/4 meters shall be the short pattern. All water meters regardless of their respective size shall register in cubic feet. The following table is a list of respective meter sizes and meter types. Meter Size Type 5/8 inch x 3/4 inch Invensys SR 3/4 inch Invensys SR 1 inch Invensys SR ....,_..w,_,-__,_,_,-_.....w-_.__. ... ...... 1 inc h ch Invensys SR �...,. ..,.,.,....,.,..._...m.. _..._, 2 inch Invensys SR --- --- --------.. 3 inch to 6 inch Invensys SIR Compound Compound meters for service connections 3 inches and larger shall be installed within a concrete vault and be constructed in accordance with Kent Standard Plan 3-12. After installation of the compound meter, a certified testing laboratory shall certify the accuracy of the meter. A copy of the certification report shall be provided to the Kent Water Department. Reach 2 & 3 Mitigation Planting/Holcomb 9 - l0 August 23, 2017 Project Number: 09-3010 KENT STANDARD PLANS WATER 3-10 Service Connection 1" Service 3-11 Service Connection 1 -112" & 2" Service 3-15 Irrigation Service Installation STREET 6-33M Cement Concrete Curbs Reach 2 & 3 Mitigation Planting/Holcomb A - 1 August 23, 2017 Project Number: 09-3010 Z ...... 0 a w a 0 9 n o O w 0 w O E z U w w z 03 z � ow a O xa xw w V¢u¢ O w ¢ Z w K a w H N F= aU 0 X w < m Q w w w w F O w O p w V J Y d n w U O K W < z p w0' � Z V - . Q � F sw Wz � F- K I- pOo Q z � � N 3NIl 2 0 1N3K]SVI pI u m ao uaaaoad � o ¢ � 5 � z = J Z J W 0 O r J Xo OT O1 H nr w u LL 2 J tiuQi Y/ LL ❑ M N Z d � Q \� W U 00 d 1 H ....... k UZD Z m w w V W Z K p U O Q O p -0 0 w w O w l ul p x Z E U w O Yiiw � ww w w wX w OOmw � cn V 0 a o] m H U O K .w. U w O K w [L C O Q Z v w a Q Vl M } ¢ .Mi h-j z 0 � F m Q w M 0 Z w M Q Y 5 w C w U b U O l9 X¢ K w w p r V w w 11oan z � Y O X p U V I J U w = Uoo o � O Y p o m a d F Z H Z w w p w w M w N W g cD Z 0 z wa ww = z� V Q W O CD Z wF ww wW Q � Ga' a ¢ .. w > > w 1- ¢ w w Z a Z w Z w Z w ¢ � p w N w 0 w w g a m < ul I U .� � � aU dEU o ® _ z o N M V O O J � m 3 z Od'TE:; TH3S PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT o S ��(P(J AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED 8Y THE '' >X' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ^�,, a WASF}yf✓ " THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. .,a CITY OF KENT P'T ENGINEERING DEPARTMENT ._..._....... r"7 • SERVICE CONNECTION <� swsa � WAOMINGTON KETIT 1" SERVICE DESIGNED UMW p l �C,II. DRAWN SO SGAL,C ......._,_ STANDARD PLAN CHECKED ......... DATE APPROVED METER BOX— °J - INSPECTION z LID (OPEN) 0 z w w � ANGLE METER STOP---- w W/PADLOCK WINGS "ll CURB---, "o SPACER PIPE MTR.)j STRIP SIDEWALK PLANTERSIDEWALK OR , (`'� 0 1SPACEREPIN 2�� MTR 0 PLANTER STRIP (' 6 MIN, a -- - SPACER(DO NOT (TYP) INSTALL GASKETS) --1' MAX, FROM STREET ---> PROPERTY LINE METER SETTER DRILL HOLE y'`—SINGLE CHECK ELL —�--- '" m _ --8"TO 12" OF 5/8" GRAVEL FOR DRAINAGE AND BOX SUPPORT ., ---CUSTOMER SERVICE LINE TO ........... HOUSE OR BUILDING, INSTALLED PACK JOINT UNDER PLUMBING PERMIT ADAPTER(TYP.) -END OF CITY OF KENT MAINTENANCE �� RESPONSIBILITY PER KENT CITY CODE SECTION (../ 7.02.040 ADJUSTABLE BRACE (NO BY-PASS) NOTES: I.P,S. HIGH DENSITY,CLASS 200 OR I, 12 GAUGE INSULATED SOLID COPPER LOCATING WIRE, PLASTIC GREATER,POLYETHYLENE PIPE T PROPERTY LINE. (SEE KENT WATER \'� COATED BARE WIRE ENDS, FOR POLYETHYLENE PLASTIC PIPE ONLY. NO SERVICE CODE SECTIONS 3.5.1) SPLICES WILL BE ALLOWED. O PERMANENTLY CONNECT FORD NO. FB-500 CORPORATION STOP OR APPROVED EQUAL, BARE WIRE TO SADDLE OR (" PERMANENTLY CONNECT BARE WIRE ENDS TO METER SETTER WITH CORPORATION STOP STAINLESS STEEL HOSE CLAMPS. BALL TYPE CORP, _. ®STOP W/M.I P.T. ENDS SEE SEC, 3.10 FOR PRE-APPROVED METER SETTERS AND METER BOXES. . 5 SEE STANDARD PLAN 3-131F PRESSURE REDUCING VALVE IS DOUBLE STRAP 1 / REQUIRED. SADDLE - 6. PROVIDE 8"CLEARANCE BETWEEN OUTSIDE EDGES OF ADJACENT METER BOXES. 7. CENTER METER SETTER IN METER BOX. f n ... 22° 8. REDUCERS INSIDE SETTERS ARE NOT ALLOWED. „ ........� " _ O9. INSTALL AN 18" PIECE OF SCHEDULE 40 PVC PIPE IN EACH OF THE HORIZONTAL CE METER SETTER BRACE EYES. /F NOTE, THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT Q`j l'a�>1 AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE l ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WATER MAIN---- oI WASy,,. THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST �� F.I.P. X POLYETHYLENE PIPE- O a`P n O CITY OF KENT l � Z. rrJ ENO INEERINO DEPARTMENT PACK JOINT ADAPTER WITH ' ' - STAINLESS STEEL INSERT SERVICE CONNECTION y 21493 © w..,,,„,.,,. 1-1/2" & 2" SERVICE `c�STe�` G" .. ..............._ _... 'k' DESIGNED DMW - SCALE NONE STANDARD PLAN ecKeo_ :, ... DATE .. 3—� APPROVED ° " TO LANDSCAPE -- P.R.V. IF REQUIRED—., IRRIGATIONFOR IRRIGATION �..,, DOUBLE CHECK ---- VALVE ASSEMBLY---- l`�•�11 P.R.V. IF REQUIRED �` 1 I t FOR BUILDING(SEE `".,,DEDUCT METER ^L_Ili �___ STANDARD PLAN 3-13) '' J PROPERTY LINE OR — — EA SEMENT LINE - L... METER — DOMESTIC WATER- - R INSTALL TEE AFTER _,,... WATER IRRIGATION METER LILLL _V I TYPICAL DEDUCT TYPICAL IRRIGATION INSTALLATION ONLY INSTALLATION METER BOX-- IRRIGATION BOX�- 6 VALVE BOX *l` ,lei'`,\ D F I "UNION(TYP.) N P^ QUICK........m.m.... .:.. COUPLER SWING JOINT ANGLE�'A METER CHECK DEDUCT\ ELL STOP - - -_ METER DOUBLE- T,, IRRIGATION MAINLINE CHECK VALVE � z� 6 ASSEMBLY (SIZE VARIES) ASSEMBLY METER SETTER --PIPE BRACE (OPTIONAL) (� � zSz ,yr OCz ' PRESSURE REDUCING VALVE LOCATION, IF Yi REQUIRED FOR SERVICE LINE 12"LAYER IRRIGATION,PER FROM DOMESTIC PEA GRAVEL STANDARD PLAN 3-13 WATER R/W —INSPECTION LID (OPEN) (TYP) i I METER BOX NOTES: 1. DRAWINGS ARE ILLUSTRATIONS ONLY, SIZE OF METER AND BACKFLOW PREVENTER SHALL BE PER THE APPROVED PLANS NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT BOXES OR VAULTS SHALL BE PER ,q Os}?,j '7 ENGINEER AND APPROVED FOR P BRLICATION IS KEPT ON FILE AT AN ELECONIC DUPLICATE,THE OIGINAL, SIGNED BY THE SECTION 3.10. 'M"r q4 WASHf,U t THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, 3. BACKFLOW PREVENTION SHALL BE PER N�E ' Co 0 CITY OF KE'NT SECTION 3,16. Z ENGINEERING DEPARTMENT H a y .. 4. FOR IRRIGATION USE ONLY c' tTJ „�, IRRIGATION SERVICE INSTALLATION.THE DCVA AND .77 ,5y 21493 a fR. INSTALLATION IRRIGATION BOX SHALL BE INSTALLED `c" � �E'(ST E'Rk' 4,:` ... ..._. PRIOR TO THE METER BEING SET. THE a°"(* DPAWNEo:omw C Cl -- SCALE NONE STANDARD PIAN DCVA CAN BE CERTIFIED AFTER cNECKEo... ..._. oarE 3—1 5 INSTALLATION OF THE METER. v'+cixim ,APPROVED— 12"o 6 .9 10' s 1�2 5 21 z s 7 llx' Ell, ¢ EPDXY _ ADHESIVE "' ti N rn o FOR FRESH 1� CONCRETE h COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 1811COMBINED CURB AND GUTTER 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL---- 191, 3 1/2" 5'-0" HAND TROWELED �""'''" 1.5"/0 `�.,,-/ TAPER SECTION 1% MIN. 29 6 MAX. v `"-+, " _.._._.- m 24„ ROLLED CURB __SIDEWALK 4" MAINTAIN EDGE 24„ OF CONCRETE CURB��""-.-- '" ---._............. ................... ---- ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL LIP BETWEEN GUTTER AND CURB- *1/2"OR**I"— +s tilOPS_ �' N pl„..................�2".........___,....,. 6" p ADA RAMP DRIVEWAY 9 NOTES: NOTE: 1, CONCRETE CLASS 3000. TYPICAL, UNLESS WITHIN DRIVEWAY SECTION,SEE FACE OF CURB SHALL DRIVEWAY STANDARD PLANS. NOT EXTEND BEYOND THE FACE OF 2. ROLLED CURB MAY ONLY BE USED WITHIN A CUL-DE-SAC. Il GUARDRAIL TOWARD f THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE B„ ADJACENT PAVEMENT SLOPE. I 4, DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%/ % ! I � _VARIES 5, FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED. FORMS SHALL BESET TRUE I TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT PAVEMENT- S3�` fj°X� y,^ THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, EXTRUDED CURB UNDER GUARDRAIL 6.°%° `" CITY OF KENT ENGINEERING DEPARTMENT 4.✓ KENT CEMENT CONCRETE 38296 CURBS �h `+(' (,m�,i��n✓/' �J DESIGNED COK �'��.. ������.. Nhh I U t_..T1;!ldN DRAWN SPS STANDARD PLN'AL, +'`' CHECKED .:;J4 DATE6-33 APPROVED wcm¢w PERMITS 1 . Hydraulic Project Approval (HPA) 2. Shoreline Conditional Use Permit 3. City of Kent Water Meter Permits (to be acquired at time of construction) Reach 2 & 3 Mitigation Planting/Holcomb A - 2 August 23, 2017 Project Number: 09-3010 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound p Department of 16018 MITI Creek Boulevard FISH and RCW 77.55.021 -See appeal process at and of HPA MITI Creek,WA 98012-1296 � WILDLIFE (425)7751311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA/Public Notice#: N/A ..................... --- PERMITTEE AUTHORIZED AGENT OR CONTRACTOR City of Kent Public Works Department ATTENTION: Ken Langholz 220 4th Ave S Kent, WA 98032 253-856-5516 Fax: 253-856-6500 Project Name: Briscoe-Desimone Levee Improvement Project Description: Construct 4,450 linear feet of sheet pile flood wall on four reaches along the eastern side of the Green River, between S. 200th St and S. 180th St. PROVISIONS 1. The project may begin immediately and shall be completed by November 3, 2018, provided grading of the riverbank shall occur only between June 1 and September 30. 2. Work shall be accomplished per plans and specifications approved by the Washington Department of Fish and Wildlife (WDFW) entitled, "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 1 RIVER MILE 14.47-14.64", and labelled "PRELIMINARY 10-17-13"; "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 2 RIVER MILE 15.44-15.57 REACH 3 RIVER MILE 15.98-16.36", and labelled "PRELIMINARY 10-18-13", "BRISCOE-DESIMONE LEVEE IMPROVEMENTS REACH 4 RIVER MILE 16.91-16.99", and labelled "PRELIMINARY 8-30 -13", except as modified by this Hydraulic Project Approval (HPA). A copy of these plans shall be available on site during construction. 3. NOTIFICATION REQUIREMENT: The Area Habitat Biologist (AHB) listed below (e-mail to fisheldf@dfw.wa.gov) and the Enforcement Program Officer (e-mail to richacbr@dfw.wa.gov) shall receive e-mail notification from the person to whom this HPA is issued (permittee) no less than three working days prior to start of work, and again within seven days of completion of work to arrange a compliance inspection. The notification shall include the permittee's name, project location, starting date of work or completion date of work, and the control number of this HPA. 4. Grading shall be accomplished in a manner that avoids waterward release of material. 5. The floodwalls shall be constructed in a manner that does not impede deliver of groundwater inputs to the Green River. 6. Disturbance of the riverbanks and riparian vegetation associated with the river shall be limited to that necessary to perform the project. Resloping and revegetation of the riverbank is required to mitigate for the impacts of the project on river hydraulics and existing riparian vegetation. Prior to December 31 of the year of project grading, the mitigation plantings shall be installed as detailed in the approved plans (Provision 2). These plantings shall be maintained as necessary for a minimum of three years to ensure 80 percent or greater initial survival of each species or a contingency Page 1 of 5 washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard ,u FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA/Public Notice#: N/A species approved by the AHB and shall not be trimmed or removed without prior written approval of the AHB or his successor for the life of the levee. View corridors shall not exceed 10 percent of the linear length of the planted levee length. 7. Equipment used for this project shall be free of external petroleum-based products while working around the river and wetlands associated with the river. Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc.) and undercarriage of equipment prior to its working within the floodplain of the river. Equipment shall be checked daily for leaks and any necessary repairs shall be completed prior to commencing work activities along the river and wetlands associated with the river. 8. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment leaks or spills), immediate notification shall be made to the Washington Emergency Management Division at 1-800-258-5990, and to the AHB. 9. Erosion control methods shall be used to prevent silt-laden water from entering the river and wetlands associated with the river. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or other material, and/or immediate mulching of exposed areas. 10. Prior to starting work, the selected erosion control methods (Provision 9) shall be installed. Accumulated sediments shall be removed during the project and prior to removing the erosion control methods after completion of work. 11. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of floodwater in an approved upland disposal site. 12. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment-laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the river or wetlands associated with the river. PROJECT LOCATIONS Location #1 Reach 1 RM 14.47 to 14.64 WORK START: November 04, 2013 IWORK END: November 03, 2018 WRIA: Waterbody: Tributary to 09.0001 Duwamish River/Green River Elliott Bay 114 SEC. Section, Township: Range: Latitude: Longitude: Quo ' NW 1/4 36 23 N 04 E N 47.43924 W 122.24554 King Location 91 Driving Directions The project area, located between S. 200th Street and S. 180th Street, can be accessed from a city parking lot located at S. 190th Street and 62nd Ave. S., near the middle of the project area. The lot can also be accessed by 'turning north onto 62nd Ave. S. from S. 196th Street. A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent, turn west onto 190th Street and follow to the end of the road Page 2 of 5 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound pp4. Department of 16018 Mill Creek Boulevard 'FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA/Public Notice #: N/A where the city lot is located. See attached location map, Location #2 Reach 2 - RM 15.44 to 15.57 ... ....__,_,_„ ..._ _..... WORK START: November 04, 2013 WORK END: November 03, 2018 WRIA. Waterbody: Tributary to 09.000 Duwamish River/Green River Elliott Bay 1!4 SEC SecM1on. TllwnshV I4arr�a: Lattude Longitude County: S 1/2 35 23 N04�N 47.439129 W 122.248837 IKing„mm Location#2 Driving Directions The project area, located between S. 200th Street and S. 180th Street, can be accessed from a city parking lot located at S. 190th Street and 62nd Ave. S., near the middle of the project area. The lot can also be accessed by turning north onto 62nd Ave. S. from S. 196th Street. A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent, turn west onto 190th Street and follow to the end of the road where the city lot is located. See attached location map Location #3 Reach 3 -RM 15.98 to 16.36 ..... . ......... WORK START: November 04, 2013 WORK END: November 03, 2018 WRIA. Waterbody Tributary to: _.�-. 09,0001 Duwamish River/Green River Elliott Bay 1/4 SEC: Section Township. Range: Latitude Longitude_ County, NE 1/4 02 22 N 04 E N 47 432561 W 122 260611 Ken Location#3 Driving Directions The project area, located between S. 200th Street and S. 180th Street, can be accessed from a city parking lot located at S. 190th Street and 62nd Ave. S., near the middle of the project area. The lot can also be accessed by turning north onto 62nd Ave. S. from S. 196th Street. A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent, turn west onto 190th Street and follow to the end of the road where the city lot is located. See attached location map. Location #4 Reach 4 - RM 16.91 to 16.99 ................................ _. WORK START: November 04, 2013 WORK END: November 03, 2018 WRIA: �Waterbody:i, Tnbutaryto: 09.0001 h River/Green River Elliott Bay 1/4 SEC. Section Township_ Range: Latitude; Lonprludr": Countyw NW 114 02 22 N 04 E N 47.423635 W 122.265273 King ....m............. Location 44 Driving Directions The project area, located between S. 200th Street and S. 180th Street, can be accessed from a city parking lot located at S. 190th Street and 62nd Ave. S., near the middle of the project area. The lot can also be accessed by turning north onto 62nd Ave. S.from S. 196th Street. A ramp from this lot leads to the top of the levee at Reach 3, near RM 16.17. From West Valley Highway in Kent, turn west onto 190th Street and follow to the end of the road where the city lot is located. See attached location map. Page 3 of 5 Washington HYDRAULIC PROJECT APPROVAL North Puget Sound Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA/Public Notice#: N/A APPLY TO ALL HYDRAULIC PROJECT APPROVALS This Hydraulic Project Approval pertains only to those requirements of the Washington State Hydraulic Code, specifically Chapter 77.55 RCW (formerly RCW 77.20). Additional authorization from other public agencies may be necessary for this project. The person(s)to whom this Hydraulic Project Approval is Issued is responsible for applying for and obtaining any additional authorization from other public agencies (local, state and/or federal)that may be necessary for this project. This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s)to whom this Hydraulic Project Approval is issued and operator(s) performing the work may be held. liable for any loss or damage to fish life or fish habitat that results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day and/or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Project Approvals issued under RCW 77.55.021 are subject to additional restrictions, conditions, or revocation if the Department of Fish and Wildlife determines that changed conditions require such action. The person(s)to whom this Hydraulic Project Approval is issued has the right to appeal those decisions. Procedures for fling appeals are listed below. MINOR MODIFICATIONS TO THIS HPA:You may request approval of minor modifications to the required work timing or to the plans and specifications approved in this HPA. A minor modification to the required work timing means up to a one-week deviation from the timing window in the HPA when there are no spawning or incubating fish present within the vicinity of the project. You may request subsequent minor modifications to the required work timing. A minor modification of the plans and specifications means any changes in the materials, characteristics or construction of your project that does not alter the project's impact to fish life or habitat and does not require a change in the provisions of the HPA to mitigate the impacts of the modification. Minor modifications do not require you to pay additional application fees or be issued a new HPA. To request a minor modification to your HPA, submit a written request that clearly indicates you are requesting a minor modification to an existing HPA. Include the HPA number and a description of the requested change and send by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234, or by email to HPAapplications@dfw.wa.gov. Do not include payment with your request. You should allow up to 45 days for the department to process your request. MAJOR MODIFICATIONS TO THIS HPA: You may request approval of major modifications to any aspect of your HPA. Any approved change other than a minor modification to your HPA will require issuance of a new HPA. If you paid an application fee for your original HPA you must include payment of$150 with your written request or request billing to an account previously established with the department. If you did not pay an application fee for the original HPA, no fee is required for a change to it. To request a major modification to your HPA, submit a written request that clearly indicates you are requesting a major modification to an existing HPA. Include the HPA number, check number or billing account number, and a description of the requested change. Send your written request and payment, If applicable, by mail to: Washington Department of Fish and Wildlife, PO Box 43234, Olympia, Washington 98504-3234. If you are charging the fee to a billing account number or you are not subject to the fee, you may email your request to HPAapplications@dfw.wa.gov. You should allow up to 45 days for the department to process your request. Page 4 of 5 Department HYDRAULIC PROJECT APPROVAL 1girth Mill reuna Department of 16018 Mill Creek Boulevard FISH and RCW 77.55.021 -See appeal process at end of HPA Mill Creek,WA 98012-1296 WILDLIFE (425)775-1311 Issue Date: November 04, 2013 Control Number: 130348-1 Project Expiration Date: November 03, 2018 FPA(Public Notice#: N/A APPEALS INFORMATION If you wish to appeal the issuance, denial, conditioning, or modification of a Hydraulic Project Approval (HPA), Washington Department of Fish and Wildlife (WDFW) recommends that you first contact the department employee who issued or denied the HPA to discuss your concerns. Such a discussion may resolve your concerns without the need for further appeal action. If you proceed with an appeal, you may request an informal or formal appeal. WDFW encourages you to take advantage of the informal appeal process before initiating a formal appeal. The informal appeal process includes a review by department management of the HPA or denial and often resolves issues faster and with less legal complexity than the formal appeal process. If the informal appeal process does not resolve your concerns, you may advance your appeal to the formal process. You may contact the HPA Appeals Coordinator at(360) 902-2534 for more information. A. INFORMAL APPEALS:WAG 220-110-340 is the rule describing how to request an informal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete informal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request an informal appeal of that action. You must send your request to WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia, Washington 98501-1091; e-mail to HPAapplications@dfw.wa.gov, fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. WDFW must receive your request within 30 days from the date you receive notice of the decision. If you agree, and you applied for the HPA, resolution of the appeal may be facilitated through an informal conference with the WDFW employee responsible for the decision and a supervisor. If a resolution is not reached through the informal conference, or you are not the person who applied for the HPA, the HPA Appeals Coordinator or designee will conduct an informal hearing and recommend a decision to the Director or designee. If you are not satisfied with the results of the informal appeal, you may file a request for a formal appeal. B. FORMAL APPEALS: WAC 220-110-350 is the rule describing how to request a formal appeal of WDFW actions taken under Chapter 77.55 RCW. Please refer to that rule for complete formal appeal procedures. The following information summarizes that rule. A person who is aggrieved by the issuance, denial, conditioning, or modification of an HPA may request a formal appeal of that action. You must send your request for a formal appeal to the clerk of the Pollution Control Hearings Boards and serve a copy on WDFW within 30 days from the date you receive notice of the decision. You may serve WDFW by mail to the Washington Department of Fish and Wildlife HPA Appeals Coordinator, 600 Capitol Way North, Olympia, Washington 98501-1091; e-mail to HPAapplications@dfw.wa.gov;fax to (360) 902-2946; or hand-delivery to the Natural Resources Building, 1111 Washington St SE, Habitat Program, Fifth floor. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, you may request a formal appeal within 30 days from the date you receive the Director's or designee's written decision in response to the informal appeal. C. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS: If there is no timely request for an appeal, the WDFW action shall be final and unappealable. ENFORCEMENT: Sergeant Chandler (34) P1 Habitat Biologist for Director Larry Fisher 425-313 5683 4 _..._ ._ Page 5 of 5 LAND USE HEARING EXAMINER Kimberly A. Allen �`�; Hearing Examiner r�"�'" CITY OF KENT W/�SHINu3iON In the Matter of the Application of ) No. SMC-2013-1 KIVA #RPP3-2130618 Kent Public Works Department ) Briscoe-Desimone Levee Improvements For a Shoreline Conditional ) FINDINGS, CONCLUSIONS, Use Permit ) AND DECISION SUMMARY OF DECISION The Heariny Examiner APPROVES Lyre request for a Shoreline Conditional Use Permit to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 200th Street and South 189th Street in Kent, Washington. Conditions are required to mitigate specific impacts of the proposed development. SUMMARY OF RECORD Hearin4 Date: The Hearing Examiner held an open record hearing on the request on April 24, 2013. Testimony: The following individuals presented testimony under oath at the open record hearing: Erin George, City Senior Planner Ken Langholz, City Engineering Supervisor, Design Section - Public Works Melvin Roberts John Neller Exhibits: The following exhibits were admitted into the record: 1. Staff Report and Distribution, dated April 17, 2013 2, Shoreline Permit Application, dated February 22, 2013 Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 1 of 15 3. Notice of Public Hearing with Distribution List, AD Copy with confirmation from Kent Reporter, dated April 12, 2013 4, Notice of Application and Proposed Determination of Non-significance with Distribution List, AD copy, and confirmation from the Kent Reporter, dated March 1, 2013 S. Vicinity Map (1 Sheet), dated February 22, 2013 6. Project Site Plan/Location Map (1 Sheet), dated February 22, 2013 7. Project Plans (27 sheets), dated February 22, 2013 8. Tree Survey (8 sheets), dated February 22, 2013 9. Revised Cross Section to address Muckleshoot Concerns, dated April 3, 2013 10. Revised Landscape Plan to address Parks Department Concerns (3 sheets), dated April 3, 2013 11. Green River Trail Drawing, dated April 3, 2013 12. Public Access Map, undated 13. SEPA Environmental Checklist ENV-2013-3/2130616, dated April 9, 2013 14. Environmental Review Report/Decision Document ENV-2013-3/RPSW- 2130616, dated April 9, 2013 15. City of Kent Mitigated Determination of Non-Significance & Distribution of SEPA materials (ENV-2013-3/RPSW-2130616), dated April 9, 2013 16. Biological Assessment for Green River Levee Improvements , River Mile 14.25 to River Mile 22.00, prepared by Shannon & Wilson, Inc., dated October 3, 2011 17. Addendum to Biological Assessment, Green River Levee Improvements Project, River Mile 14.25 to River Mile 22.0, prepared by Shannon & Wilson, Inc., dated February 20, 2013 18. Cultural Resources Assessment for the Briscoe-Desimone Levee, City of Kent Green River Levees Improvement Project, prepared by Historical Research Associates, Inc., dated March 18, 2013 19. Comment Letter received from Joan Nolan with Washington State Department of Ecology (DOE), dated April 1, 2013 20. Staff Response from Ken Langholz with Public Works Department to Joan Nolan, dated April 5, 2013 21. Comment Letter received from Karen Walter, with Muckleshoot Indian Tribe Fisheries Division, dated April 1, 2013 22. Staff Response from Ken Langholz with Public Works Dept to Karen Walter, dated April 5, 2013 23. Email Comment received from John Neller, dated March 23, 2013 24. Staff Response (email) from Planner Erin George with Economic & Community Development to John Neller, dated March 25, 2013 25. Email Comment received from Larry Fisher, Washington Department of Fish & Wildlife, dated March 7, 2013 26. Briscoe - Desimone Levee Improvements Parking Lot Plan and Profile, received April 24, 2013 Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 2 of 15 27. Memorandum from Ken Langholz re: Briscoe-Desimone Levee Improvement Project Response to Kent Bicycle Advisory Board Comment Letter, dated April 24, 2013 28. Comments by the Kent Bicycle Advisory Board (KBAB) on Green River Trail Levee Improvements from S 180th St to S 196th St, received April 24, 2013 The Hearing Examiner enters the following Findings and Conclusions based upon the testimony and exhibits admitted at the open record hearing: FINDINGS Application and Public Notice 1. Ken Langholz, for the City Public Works Department (Applicant), requests a Shoreline Conditional Use Permit (SCUP) to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 200th Street and South 189th Street in Kent, Washington.' The SCUP request is part of a project to install a flood wall to act as a secondary levee to reduce flood risk to the cities of Kent, Tukwila, and Renton (Briscoe-Desimone Levee Improvements Project). The flood wall is to be constructed in four segments, or reaches, along the east bank of the Green River. The northernmost segment, Reach 1, and a small portion of Reach 2 are located in Tukwila (Desimone). Separate shoreline permit requests will be submitted to the City of Tukwila for the portions of the project located in Tukwila. Reach 3, Reach 4, and a portion of Reach 2 is located in Kent (Briscoe). Exhibit 1, Staff Report, pages 1 to 3; Exhibit 2; Exhibit 3; Exhibit 4; Exhibit 14. 2. The City of Kent (City) determined the application was complete on February 22, 2013. The City posted notice of the application on the property on February 28, 2013. On March 1, 2013, the City published notice in the Kent Reporter and mailed notice to the Applicant, Applicant representative, interested parties, agencies, and owners of property within 300 feet of the property. On April 12, 2013, the City posted notice of the open record hearing associated with the application on the property, published notice in the Kent Reporter, and mailed notice to the Applicant, Applicant representative, interested parties, agencies, and owners of property within 300 feet of the subject property. Exhibit 1, Staff Report, page 6; Exhibit 4; Exhibit 3. The City of Kent (City) Shoreline Permit Application identifies the property as King County Parcel Nos. 02204-9047, 000020-0043, and 788880-0111. Exhibit 2. The City Mitigated Determination of Nonsignificance states the Kent portion of the project is identified as King County Parcel Nos. 0222049047, 0000200044, 0000200043, 7888800090, 7888800111, 7888800140, 7888800155, and 7888800210. Exhibit 15. Findings, Conclusions, and Decision City of Kent Nearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 3 of 15 State Environmental Polk Aot SEPA 3, The City acted as lead agency and analyzed the environmental impact of the entire Briscoe-Desimone Levee Improvements Project. The City determined that, with two conditions, the project would not have a probable significant adverse impact on the environment and issued a Mitigated Determination of Nonsignificance (MDNS) on April 9, 2013.2 The two MDNS conditions require the Applicant to evaluate the impacts to shallow groundwater movement through the flood wall and implement appropriate mitigation measures, should groundwater impacts be identified, and to finish the flood wall on the landward and waterward sides with aesthetic elements to enhance appearance and promote compatibility with surrounding uses. Measures to mitigate groundwater impacts could include, but are not limited to, staggering the lengths of the sheet piles to allow flow through or provide openings in the sheet piles to allow for groundwater movement through the wall. Erin George, City Senior Planner, testified that the MDNS was not appealed. Ms. George added that the project is at approximately 35 percent design now, and that the need for and design of groundwater mitigation would be worked out when the project is at an 80 to 100 percent design stage. The MDNS was not appealed. Exhibit 1, Staff Report, page 19; Exhibit 15; Testimony of Ms. George. Comprehensive Plan and Zoning 4. The City Comprehensive Plan designates the property Industrial (I) and Open Space (OS). Kent Comprehensive Plan (Comprehensive Plan), Land Use Map, Figure 4.7 (revised May 4, 2006 Ord. No. 3794). Part of the Green River Trail (Trail) is located within the property designated OS. Exhibit 1, Staff Report, page 4. The "I" designation is an area for manufacturing and warehouse uses, with office and business park development, certain types of retail supporting manufacturing and office park uses, and bulk retail. Comprehensive Plan, Land Use Element, page 4-56. The "OS" designation represents publicly owned land that is a large active park, undeveloped, or developed for passive recreation open space land that may have environmental sensitivity. Comprehensive Plan, Land Use Element, page 4- 57. �............m.m.m................ The City considered the comments from the Washington State Department of Ecology (DOE), dated April 1, 2013, and the Muckleshoot Indian Tribe Fisheries Division, dated April 1, 2013, in response to the Notice of Application and SEPA Environmental Checklist, and responded in letters dated April 4, 2013, and April 5, 2013, respectively. Erin George, City Senior Planner, testified that a wider vegetated buffer than proposed would not be possible without City acquisition of existing warehouse buildings along the river front at a cost of approximately $920 million. Ms. George testified that the City cannot afford that additional cost at this time. Exhibit 19; Exhibit 20; Exhibit 21; Exhibit 22; Testimony of Ms. George. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 4 of 15 5„ Comprehensive Plan Shoreline Element goals and policies3 are relevant to the proposal. Shoreline Element goals and policies call for: avoiding, or if not possible, minimizing, all significant adverse shoreline impacts; regulating development on shorelines within Shoreline Management Act (SMA) jurisdiction; using fish-friendly structures where structures are rebuilt, with levees and revetments set back to the maximum extent possible; and providing public pedestrian shoreline access for public safety, comfort, and minimal private property and individual privacy impacts. Shoreline Element goals and policies also call for enhancing and preserving public shoreline upland area views; maintaining and enhancing City parks, trails, and public access facilities adjacent to shorelines; enhancing vegetation within City shoreline areas; removing invasive or noxious weeds; avoiding significant ecological impacts that alter water quality, quantity, or hydrology; designing dikes and levees as part of a comprehensive flood hazard reduction program with environmental enhancement measures; maintaining, restoring, or enhancing watershed processes, and fish and wildlife habitat; contributing to Chinook salmon and other anadromous fish conservation and recovery; and improving the health of the Green River and its tributary streams. Comprehensive Plan, Shoreline Element, City Shoreline Master Program (SMP) September 2009, pages 30 to 32, 36, 37, 43, 47, 70, 133, and 135. 6. The property is located in the City's M1 (Industrial Park) and M2 (Limited Industrial) zoning districts. The purpose of the M1 district is to provide an environment exclusively for and conducive to the development and protection of a broad range of industrial, office, and business park activities, as designated in the Comprehensive Plan. The district is intended to provide areas for those that desire to conduct business and industrial activities in a location with an atmosphere of prestige, in which environmental activities are protected through a high level of development standards, and to allow certain limited commercial land uses that provide necessary personal and business services for the general industrial area. Kent City Code (KCC) 15.03.010. The purpose of the M2 district is to provide areas suitable for a broad range of industrial and warehouse/distribution activities. Non- industrial uses, particularly office and retail, are restricted in accord with the manufacturing/industrial center designation in the Comprehensive Plan. KCC 15.03.010. Exhibit 1, Staff Report, page 4. 7. Property in the area of the project is currently used as a levee and Green River Trail, with existing trees and shrubs. The existing levee berm slopes from 50 to 80 percent grade. Two public-access points are located on the 3 _ As part of the Comprehensive update of the Kent Shoreline Master Program (KSMP) in September 2009, Ordinance No. 3931 replaced Appendix C "1999 Kent Shoreline Master Program - Goals and Policies"with "Chapter 13, Shoreline Element" in the City's Comprehensive Plan. The Shoreline Element includes the goals and policies of the September 2009 SMP. Exhibit 1, Staff Report, page 9. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 5 of 15 east bank of the Green River north of Reach 2; four are located south of Briscoe Park, within Reach 3; one is located south of Reach 3 and north of Reach 4 along the east bank of the Green River; and one is located within Reach 4 at approximately South 200 St. The project area is flat except for the existing levee berm. Property surrounding the project area is developed with office park uses, including warehouses, manufacturing, and light industrial uses, with surrounding parking. Exhibit 1, Staff Report, page 4; Exhibit 7; Exhibit 8; Exhibit 12. 8, Briscoe Park is located between Reach 2 and Reach 3 on the east bank of the Green River. Briscoe Park is located in the river bend, northwest of South 1901h Street, and contains trails, a portable restroom, and a picnic shelter. No levee work is proposed for Briscoe Park. Exhibit 1, Staff Report, page 5, Exhibit 7; Exhibit 12. Shoreline Management Act (SMA) 9. The State Shoreline Management Act (SMA) and the Kent Shoreline Master Program (KSMP) regulate activity within 200 feet of the ordinary high-water mark (OHWM) of shorelines of the state. RCW 90.58.030(2)(c); RCW 90.58.030(2)(f); RCW 90.58.040. The proposed Briscoe levee improvements would be located within 200 feet of the Green River, a shoreline of the state under Section 173-18-350 of the Washington Administrative Code (WAC) and a Shoreline of Statewide Significance under RCW 90.58.030(2)(e)(v). Any substantial development within the shoreline requires approval of a shoreline substantial development permit (SSDP). Substantial development is any development in which the total cost or fair market value exceeds $5,718.00, or any development that materially interferes with the normal public use of the water or shorelines of the state. RCW 90.58.030(3) (e). Exhibit 1, Staff Report, page 4; Exhibit 7. 10. One purpose of the SMA is to manage the shorelines of the state by planning and fostering reasonable and appropriate uses. The policy of the Act "contemplates protecting against adverse effects to the public health, the land and its vegetation and wildlife, and the waters of the state and their aquatic life." RCW 90.58.020. The Act mandates that local jurisdictions give preference to the following uses when developing shoreline master programs for shores of statewide significance: a. Recognize and protect the state-wide interest over local interest; b. Preserve the natural character of the shoreline; c. Result in long term over short term benefit; d. Protect the resources and ecology of the shoreline; e. Increase public access to publicly owned areas of the shorelines; Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-20I3-1 /KIVA #RPP3-2130618 Page 6 of 15 f. Increase recreational opportunities for the public in the shoreline; g. Provide for any other element as defined in RCW 90,58.100 deemed appropriate or necessary. RCW 90.58.020. Elements a. - f. are the same polices adopted by the KSMP for review of decisions involving Shorelines of State-Wide Significance. Chapter 3.C.8 KSMP. 11. The KSMP establishes development policies and performance standards for major waterways and their shorelines extending 200 feet landward of the OHWM. The KSMP designates the project area as "High Intensity" except for the area where the Green River Trail is located, which is designated Urban Conservancy-Open Space. The purpose of the High Intensity environment is to provide for high-intensity, water-oriented commercial, transportation, and industrial uses while protecting existing ecological functions and restoring ecological functions in areas that have been previously degraded. A High Intensity designation is also used for appropriate lands that are either separated from the shoreline or are not suitable for water-oriented use. The purpose of the Urban Conservancy-Open Space environment is to "protect and 'restore' . . . ecological functions in urban and developed settings, while allowing public access and a variety of park and recreation uses." Chapter 2.C KSMP, pages 12-18; Exhibit 1, Staff Report, page 4. 12. The KMSP policies for the High Intensity environment give first priority to water-dependent uses, and second priority to water-related and water- enjoyment uses. Non-water uses may be allowed on shorelands separated from the shoreline by other properties, such as the Green River Trail corridor, and where public access improvements or shoreline restoration is included as part of the development. The KSMP policies for the Urban Conservancy-Open Space environment include giving priority to water-oriented recreational uses, implementing public access and public recreation objectives, and restoring ecological functions. Dikes and levees may be permitted within the High Intensity and Urban Conservancy-Open Space environment. Dikes and levees are authorized with a SCUP and must be consistent with the 2006 King County Flood Hazard Management Plan, as amended. Chapter2.0 KSMP, pages 12-18; chapter 4.8 KSMP, page 50; chapter 4.C.7.c.6 KSMP, page 71. 13. The KSMP contains policies and regulations that apply to all uses in the shoreline, including Archaeological and Historic Resources (chapter 3.B.2 KSMP); Environmental Impacts (chapter 3.13.4 KSMP); Flood Hazard Reduction and River Corridor Management (chapter 3.13.5 KSMP); Public Access (chapter 3.13.7 KSMP); Shorelines of State-Wide Significance (chapter Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 7of15 3.B.8 KSMP); Vegetation Conservation (chapter 3.B.11 KSMP); and Water Quality and Quantity (chapter 3.B.12 KSMP). The KSMP policies for dikes and levees require consistency with a comprehensive flood hazard reduction program and environmental enhancement. Regulations include compliance with the Washington State Department of Fish and Wildlife Hydraulic Project Approval (HPA), federal levee criteria, and the minimum height required to protect adjacent lands (chapter 4.C.7 KSMP). The KSMP also contains policies to encourage recreational development, and regulations to ensure ecological restoration and public access (chapter 5.C.7 KSMP). KSMP (September 2009). Flood Control 14. The existing levee does not meet federal levee safety standards. The proposed flood wall would meet Federal Emergency Management Association (FEMA) accreditation standards. The wall would provide 500-year flood protection to properties behind the wall. When completed, properties behind the wall would no longer be located within the 100-year floodplain. Construction of the proposed flood wall is part of a larger effort by the City to obtain FEMA accreditation for the City levee system. The Applicant has submitted a completed Flood Zone Control Permit to the City, and would be required to comply with the City's flood hazard regulations set forth within chapter 14.09 KCC. The project is also designed to be consistent with the 2006 King County Flood Hazard Management Plan, including policies PROJ-1, PRO]-5, PRO]-6, and PRO]-8. Exhibit 1, Staff Report, pages 12, 18 to 19, and 22 to 23. Water Quality 15. The Applicant would prepare a site-specific temporary erosion and sediment control (TESC) plan and Stormwater Pollution Prevention Plan (SWPPP), which would include best management practices. No in-water or over-water construction would occur. The project would comply with the City Surface Water Design Manual and City Construction Standards. The Applicant would obtain a National Pollutant Discharge Elimination System (NPDES) Construction Stormwater General Permit. Runoff from the located, paved Trail would infiltrate on-site, similar to existing conditions, and would not significantly increase flow levels. Exhibit 1, Staff Report, pages 4 and 19; Exhibit 16. Archeological Resources 16. Historical Research Associates, Inc., prepared a Cultural Resources Assessment for the Briscoe-Desimone Levee, City of Kent Green River Levees Improvement Project, dated March 18, 2013, for the Applicant. The Assessment states there are no archaeological sites found or amended on the site, no human remains, no historic properties, and no traditional cultural Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 8 of 15 places (TCPs). The Applicant would stop construction should archaeological materials be discovered during project activities. Exhibit 18. Transportation and Public Access 17. The Green River Trail is used for biking and walking along the Green River. The portion of the Trail within the project area is 10 feet wide. Existing areas of trail located on top of the levee berm would be removed and a new, wider, paved trail would be constructed landward of its current location, adjacent to the new flood wall. During project construction, trail users would need to detour around the construction area. Trail users would be notified at least 2 weeks before construction closure. All public-access points would be maintained; stairways would be constructed where necessary. Hand rails would be placed on top of the new flood wall for pedestrian safety. There would be a maximum one-quarter mile distance between public access points. Exhibit 1, Staff Report, pages 5 and 12. 18. A parking lot serving Briscoe Park and the Green River Trail would be used as a construction staging area, and the lot would be closed during project construction. The parking lot is located south of Briscoe Park and adjacent to the S 190th Street cul-de-sac bulb. According to the City Parks Department, the impact of the parking lot closure would be minor because Briscoe Park is primarily used by trail pedestrians and cyclists, not recreationists arriving by car, and there is adequate parking within the adjacent business park for the 8 to 10 vehicles used by business park employees that typically park in the lot each day. The level of the parking lot would be raised to match the level of the Trail to allow for trail and park access after new flood wall construction. Access would include ADA access and maintenance access. Exhibit 1, Staff Report, pages 5 and 21. 19. The new flood wall would appear 8 to 13 feet tall when viewed from adjacent businesses. The flood wall would extend approximately 3 feet above the surface of the relocated Trail, and the handrail would extend approximately 1.5 feet from the top of the flood wall. Exhibit 1, Staff Report, page 21; Exhibit 7. 20. The Kent Bicycle Advisory Board (KBAB) submitted comments expressing concern about the impact of proposed levee improvements to the walking and bicycling public. The KBAB recommended keeping a generous number of access points to the Trail for pedestrians, bicyclists, emergency vehicles, and maintenance vehicles; an eight-foot radius on the inside of any corner for bicyclists at at-grade trail access points; a 12-foot-wide trail; ramps to roll a bicycle to and from the Trail; lighting over the parking lot and trail access point; identified and signed detour routes; and an open driveway on the north side of South 196`h Street as a detour until the south-side, Three Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 9 of 15 Friend Fishing Hole Road route is open. The KBAB listed recommendations for each access point, Access Points A through P. Exhibit 28. 21. Melvin Roberts, KBAB, testified that the Trail should be 12 to 14 feet wide to accommodate trail users. Mr. Roberts added that channels should be added where needed on access stairways to roll bicycles up from and down to the Trail. Testimony of Mr. Roberts. 22„ The City responded to the KBAB comments in a memorandum dated April 24, 2013, that the proposed project design meets KBAB recommendations. The proposed radius would exceed 8 feet and the relocated Trail would range from 12 to 14 feet wide. The City would consider a ramp along stairways for bicycle loading. The Three Friends Fishing Hole Park Road would open in summer 2013, with construction on the north side of 200th Street beginning in October 2013. The 190th Street parking lot would be raised to provide ride-on bicycle access to the Trail. The City Parks Department does not recommend installing lighting because lighting a remote area would encourage un-sanctioned activity after dark. The City notes that adjacent businesses would be empty in the evening, and surveillance opportunities would not exist. The memorandum listed detailed plans for each access point, Access Points A through P. Exhibit 27. 23. The west portion of the Stress-Tek parking lot and the south portion of the Rivers Edge Business Park may also be used as construction staging areas. Two of three Rivers Edge Business Park buildings are vacant and are owned by the King County Flood Control District. The City would work directly with the Stress-Tek owner and the owner of the remaining Rivers Edge Business Park business to minimize impact on business operation. A King County Special Use Permit may be required for staging use. Exhibit 1, Staff Report, pages 21 to 22. Landscaping and Habitat Improvements 24, The existing levee's steep walls are covered by invasive plants. A sloped floodplain bench would be constructed in the Briscoe project area in place of the existing levee. The bench would be constructed by excavating the existing levee slope, beginning at the OHWM and sloping upward to the new flood wall, with backfill placed against the wall. The sloped floodplain bench would be inundated for approximately 40 days during the primary juvenile salmonid outmigration period from January through June. The sloped floodplain bench would improve habitat over the current levee condition. Excavation of the proposed benches would also increase flood storage by approximately 40,000 cubic yards. Ms. George testified that the City would coordinate proposed construction with the Muckleshoot Indian Tribe to ensure tribal fishing rights are preserved. Ms. George added that the City will coordinate with owners of property adjacent to the proposed construction Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 10 of 15 when plans near the 100 percent design stage, and that City design and construction standards require clean fill be used for the project. Exhibit 1, Staff Report, page 18; Exhibit 9; Exhibit 10; Testimony of Ms. George. 25. Views of the river from adjacent businesses would be impacted by construction of the proposed flood wall. Landscaping would provide view corridors through the vegetation for trail users. All planting zones would be densely covered with shrubs for habitat, but low- and medium-density planting zones will contain trees spaced to provide sightlines. Trees removed as part of construction would be replaced by a greater number of native trees and shrubs, which would provide bird and mammal nesting, and rearing habitat. Trees and shrubs would be planted on the waterward side of the existing levee berm. As trees and shrubs grow, shade, woody debris, insect drop and leaf litter would increase to the benefit of fish in the river. The trees planted in this location would not be subject to diameter or height restrictions. Ms. George testified to correspondence with Larry Fisher, Washington Department of Fish and Wildlife (WDFW), that the proposed landscaping would improve habitat. Ms. George added that there is a minimum 1:1 tree removal and replacement ratio required. Exhibit 1, Staff Report, pages 12, 18, and 22; Exhibit 9; Exhibit 10 Exhibit 11; Testimony of Ms. George. 26. Ongoing City habitat improvement projects exist at Riverview Park, the Leber Property, and the Downey Farmstead. These projects will add over 3,000 linear feet of new channel and floodplain habitat in the Green River, particularly for salmon. Exhibit 1, Staff Report, page 23. Hearing Testimony and Comments 27. In an email dated March 23, 2013, John Neller expressed concern that a minimum two-week notice of trail closures be provided for trail users. Ms. George responded for the City that a proposed condition of approval would require at least two weeks' notice. Mr. Neller testified that he uses the Trail for bicycle commuting, and that providing notice more than two weeks in advance would provide helpful notice to bicycle commuters. Mr. Neller also requested that the City provide satisfactory detour routes to bicyclists during construction, where bicyclists would be comfortable riding and where traffic light operation is favorable to bicyclist road crossings. Exhibit 24; Testimony of Ms. George; Testimony of Mr. Neller. 28. Ken Langholz, City Public Works Department, testified that proposed improvements would be constructed over the course of one year and that the first construction would occur within Reach 3. Mr. Langholz testified that there is a public-access point at the levee within that reach and that the City would work with the necessary property owner to ensure a public-access Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 11 of 15 point within Reach 2. Mr. Langholz added that he would speak with the City traffic department about traffic signal operation. Testimony of Mr. Langholz. 29. Ms. George testified that, with four proposed conditions of approval, proposed improvements meet SCUP review criteria, are consistent with the City Comprehensive Plan, and comply with the KSMP. Ms. George testified that City staff recommends approval of the SCUP request. Testimony of Ms. George. CONCLUSIONS Jurisdiction The Hearing Examiner has jurisdiction to hear and decide this application pursuant to authority granted by the legislature to the City in chapter 35A.63 of the Revised Code of Washington and authority granted by the City of Kent in chapter 2.32 of the Kent City Code (KCC). KCC 2.32.090.A.1.f. Criteria for Review The criteria for a shoreline conditional use permit are set forth in chapter 7.C. of the Kent Shoreline Master Program (September 2009). The Hearing Examiner may approve a shoreline conditional use permit if the proponent satisfies the following criteria set forth in WAC 173-27-160, as summarized: 1. The proposed use will be consistent with the policies of RCW 90.58.020 and the policies of the Kent Shoreline Master Program. 2. The proposed use will not interfere with the normal public use of public shorelines. 3. The proposed use of the site and design of the project will be compatible with other permitted uses within the area. 4. The proposed use will cause no unreasonable adverse effects to the shoreline environment designation in which it is to be located. 5. The public interest suffers no substantial detrimental effect. Consideration shall be given to the cumulative impacts of additional requests for like actions in the area. WAC 173-27-160; chapter 7.0 KSMP. Special conditions may be necessary to prevent undesirable effects of the proposed use. Chapter 7.C.I.a. of the KSMP grants authority to the Hearing Examiner to attach such conditions to a shoreline conditional use permit. The criteria for review adopted by the Kent City Council are designed to implement the requirement of chapter 36.7013 RCW to enact the Growth Management Act. In particular, RCW 36.7013.040 mandates that local jurisdictions review proposed development to ensure consistency with City development regulations, considering Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 12 of 15 the type of land use, the level of development, infrastructure, and the characteristics of development. RCW 36.708.040. Conclusions Based on Findings 1. With conditions, the proposed use would be consistent with the policies of RCW 90.58.020 and the policies of the Kent Shoreline Master Program. The proposed use recognizes the state interest in flood protection and would result in long-term benefits from flooding. The proposed levee project would be consistent with SMA goals to protect the character of the shoreline area, its resources, and its ecology. Levees are allowed as conditional uses within the High Intensity and Urban Conservancy-Open Space shoreline environment. The proposed project would reduce flood hazards in the area consistent with the 2006 King County Flood Hazard Management Plan. No archaeological sites have been identified in the project area. The proposed setback levee would protect upland property. The City provided adequate notice and opportunity to comment on the proposed project and provided an open record hearing. The City carried out cnvironmental review under the State Environmental Policy Act and issued a Mitigated Determination of Nonsignificance (MDNS). The City's MDNS was not appealed. Conditions are necessary to ensure that Green River Trail users are provided with at least two weeks advance notice of trail closures that proposed construction will not interfere with any tribal fishing and river access, and that any trees removed from the site are replaced with native species at a minimum 1:1 removal to replacement ratio. Findings 1-29. 2. With conditions, the proposed use would not interfere with the normal public use of public shorelines. The proposed setback levee would be located behind the existing Green River levee. As with any new construction, there would be temporary impacts to the shoreline environment in completing the project, filling for the levee, and finishing the flood wall. Briscoe Park would not be impacted by construction. The Green River Trail would be relocated along the water side of the new flood wall. Trail detour routes would be provided during construction. Some parking areas would be temporarily closed and used as construction staging areas. The City would obtain any necessary permits and would coordinate with property owners to minimize any disruption. Adequate parking is available within the adjacent business park area. After construction, landscaping would provide views to the river from the Trail. Conditions are necessary to ensure that trail users are provided with at least two weeks' notice of upcoming trail closures due to construction and that proposed construction will not interfere with any tribal fishing and river access. Findings 1, 3 - 29. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 13 of 15 3. With conditions, the proposed use of the site and the design of the project would be compatible with other permitted uses within the area. The project area is located within the Industrial Park (M1) and Limited Industrial (M2) zoning districts, which provide for a broad range of industrial, office, and business park activities where environmental activities are protected through development standards. The proposed project would provide 500-year flood protection to surrounding property. The proposed use and project design would maintain the Green River Trail. Conditions are necessary to ensure at least two weeks' notice of upcoming trail closures and no interference with tribal fishing and river access. Findings 1, 3-29. 4. With conditions, the proposed use would cause no unreasonable adverse effects to the shoreline environment designation in which it is to be located. The KSMP designates the area as High Intensity and Urban Conservancy-Open Space. The City issued a MDNS with two conditions after reviewing the environmental impact of the proposal and determining that the proposed development would not have a probable significant adverse impact on the environment. Proposed construction would improve fish and wildlife habitat. The proposed use would continue recreational opportunities for the public along the existing Green River levee and within Briscoe Park. No additional impervious surface would result from the levee construction. Conditions are necessary to ensure that trees removed within the shoreline area would be replaced with native species. Conditions are necessary to ensure at least two weeks' notice of upcoming trail closures and no interference with tribal fishing and river access. Findings 1, 3-29. S. With conditions, the public interest would suffer no substantial detrimental effects from the proposed project. The proposed project would provide 500-year flood protection to existing properties. The proposed project would continue recreational opportunities for the public along the existing Green River levee and within Briscoe Park. No additional levees are proposed for this area. Conditions are also necessary to ensure at least two weeks' notice of upcoming trail closures and no interference with tribal fishing and river access. Findings 1, 3-29. DECISION Based upon the preceding Findings and Conclusions, the request for a Shoreline Conditional Use Permit to install a structural steel sheet pile wall at the back of the existing levee slope, to act as a secondary levee, in three segments along the east bank of the Green River between South 200`h Street and South 1891h Street in Kent, Washington, is APPROVED, subject to the following conditions:4 .............. .._............... ' This decision includes conditions required to reduce project impacts as well as conditions required to meet City code standards. Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 14 of 15 1. Construction pursuant to this Shoreline Conditional Use Permit shall not begin and is not authorized until twenty-one days from the date the Department of Ecology's final order on the permit is transmitted to the City. 2, Notification for Green River Trail users shall be provided on-site and on the City's website a minimum of 2 weeks prior to closure of the Trail. 3. To ensure that the proposed construction will not interfere with any tribal fishing and river access, the City shall coordinate with the Muckleshoot Indian Tribe Fisheries Division a minimum of 30 days prior to construction. 4. Removed trees shall be replaced at a minimum 1:1 ratio and replacement trees shall be native species. Any proposed revisions to the planting plan shall be submitted to review and approval by Planning Services. DATED this 8th day of May 2013. KIMBERLY A. ALLEN Hearing Examiner Sound Law Center Findings, Conclusions, and Decision City of Kent Hearing Examiner Briscoe-Desimone Levee Improvements - SCUP No. SMC-2013-1 /KIVA #RPP3-2130618 Page 15 of 15 PREVA I L M NG WAGE, RATES i Reach 2 & 3 Mitigation Planting/Holcomb A - 3 August 23, 2017 Project Number: 09-3010 Page 1 of 18 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: 09/12/2017 Co� Trade Job Classification _ w a V,° Holiday Overtime Note King Asbestos Abatement Wui kern Journey Level $46.57 5D 1 H King Boiler€uakers Journey Level $64.54 5N 1C King Brick Mason Journey Level $55.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $55.82 5A 1M -- - _ — — — King Duiitlinp e°rvr<r Lrrjploygcs Janitor $23.73 5S 2F King 3trrlclinn cog.Tyj Employees Traveling Waxer/Shampooer $24.18 5S 2F _ King BulldingSeivrre Employees Window Cleaner (Non- $27.23 5S 2F Scaffold) — King Builtiin,g acrvr<'e I%nn Window Cleaner (Scaffold) $28.13 5S 2F King Cdl3�iet Maka r Iw't 517e 3 __--. Journey Level (..... i� Y $22.74 — 1 King C<opeiat rs Acoustical Worker $57.18 5D 4C King CaiLiCrsta r Bridge, Dock And Wharf $57.18 45D4C 4C Carpenters King C11r eQte5 Carpenter $57.184C King Carpenters Carpenters on Stationary Tools $57.31 rs King Cal e1 Creosoted Material $57.284C King Carr 1 ters Floor Finisher $57.184C King L eila lbers Floor Layer $57.18 5D 4C King carpenters Scaffold Scaffold Erector $57.18 5D 4C King Cement Masons Journey Level $55.56 7A 1M —gym-- — ...� King Divers & Tenders BelUVehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) King Divers. x Tenders Dive Supervisor/Master $72.97 5D 4C King Divers h Tenders Diver $110.54 5D 4C 8V h Kin Divers a Tenders Diver On Standby g y $67.97 5D 4C King Divers Et Tenders Diver Tender $61.65 5D 4C King Divers_ftwTenders Manifold Operator $61.65 5D 4C King Divers Et Tenders Manifold Operator Mixed Gas $66.65 5D 4C King Divers B Tenders Remote Operated Vehicle $61.65 5D 4C Operator/Technician King Divers Er Tenders, ---$57.431 5A 4C httDS://fortress.wa.aov/Ini/waaelookUD/DrvWaaelookUD.asr)x 8/22/2017 Page 2 of 18 Remote Operated Vehicle L "fender King DIa:�(1ge WorlaeLs. Assistant Engineer $56.44 5D 3F King Dredpe W kris Assistant Mate (Deckhand) $56.00 5D 3F King Dredee Workers Boatmen $56.44' SD 3F King Dr od9e.. o kcn Engineer Welder ........... ...$57.51 -_SD -3F King Dredgc,:Workers Leverman, Hydraulic $58.67 5D 3F King Dredne Workers Mates m $56.44 5D 3F King Drc ds c_Wol kern Oiler $56.00 5D 3F King Drywall"ADI)Vicator Journey Level $56.78 5D 1H King Drywaut-1-aptrs _ Journey Level $57.43 5P 1E King Electrical Fixture Maintenance Journey Level $27.99 5L 1E Workers King Electricians - Inside Cable Splicer $73.20 7C 4E King Electricians - Inside Cable Splicer (tunnel) $78.59 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, :Silo Craftsman $15.37 1 King Electdcian, Motor Sho 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 Elecu_taan Powerline Heavy Line Equipment $67.60 5A 4D Constructionmmm m 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 $90.39 7D 4A King Elevator Constructors Mechanic In Charge $100.22 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 f`lIs,ers Journey Level $39.48 W 7A 31 King Glaziers lJourney Level $60.56 7L 1y King Heat Ft Frost Insulators And Journeyman $67.93 5J 4H Asbestos Workers httDs://fortress.wa.aov/Ini/wacielookur)/orvWaoelookUD.asox R/77/2n17 Page 3 of 18 King hlc,.cmtinnlgnift1rc�rrl M chatai Journey Level $78.17 7F 1E .. King Hod r;arners R Mason renders Journey Level $48.02 7A 31 ........ - King Industrial Power Vacuum Journey Level $11.00 1 Cleaner King Inland Boatmen Boat Operator $59.86 5B 1K Kin Inland g Boatmen Cook ._..._ ......___ $56.18 5B 1K King Inland Boatmen, Deckhand $56.18 5B 1K .. _ - ------ ----------- -- King Inland Boatmen Deckhand Engineer $57.26 5B 1K King Inland Boatmen Launch Operator $58.59 5B 1K King Inland Boatrnen Mate $58.59 5B 1K King Vim„ Cioorlt C�51'nir)Lg, SI atipg Cleaner Operator, Foamer $31.49 1 Of Sewer fu Water Sy, p)"t'rs,By Operator Remote Control Kin; st�rc_1°pion✓C to aut9ns�0Sc,a��ing, Grout Truck Operator $11,48 1 Of Sewer 8: Water 2y+,te,r77sml y Remote Control g [_....._. ._..._.. p $24.91 1 :Kin Ins.�ec,taorrlCtearr�arx5/5u��hr�r� HeadO Operator Of Sewer It WaLer 5ystr ms By Remote Control King gar c liun Clearri¢ /SoalirJg 'Technician $19.33 1 Of Sewer a Water">y24cxors (�y Remote Control Kin In, e ... g srr I�or7/( lcan ir7g/Sealarr�, Tv Truck Operator $20.45 1 Of Sewer Er Water Systenls.By Remote C ontrol King Nn sutation Apgicat:o.rs Journey Level $57.18 5D 4C King nonworkers Journeyman $66.68 7N 10 King Laborers Air, Gas Or Electric Vibrating $46.57 7A 31 Screed King Laborers Airtrac Drill Operator $48.02 7A 31 Kin Laborers Ballast Regular Machine 7A g g $46.57 7A 31 King Laborers Batch Weighman $39.48 7A 31 King Laborers Brick Pavers $46.57 7A 31 King Laborers Brush Cutter $46.57 7A 31 King Laborers Brush Hog Feeder _ $46.57 7A _ 31 King Laborers Burner $46.57 7A 31 King Laborers Caisson Worker $48.02 7A 31 . . ...... ...=- - King Laborers Carpenter Tender $46.57 7A 31 King Laborers Caulker $46.57 7A 31 Kin Laborers Cement Dumper-paving _ g L. ..........._.... $47.44 7A 31 g $46.57 7A 31 'Kin Laborers Cement Finisher Tender _ g-- Laborers Change House Or D Shack _ _'Kin Labor g Dry $46.57 7A 31 Kin Laborers g Lor_ _.._Ens Chipping Gun (under 30 Lbs.) $46.57 7A 31 King Laborers Chipping Gun(30 Lbs. And $47.44 7A 31 Over) - - King Laborers Choker Setter $46.57 7A 31 King Laborers Chuck Tender $46.57 7A 31 King ILaborers Clary Power Spreader $47.44 7A 31 httDs://fortress.wa.aov/Ini/waoelookUD/DrvWaaelnnkijn-asnx R/??/7n17 Page 4 of 18 King Laborers Chan-up Laborer $46.57I 7A 3d King Laborers Concrete Dumper/chute $47.44 7A 31 Operator King Laborers Concrete Form Stripper $46.57 7A 31 King Laborers Concrete Placement Crew $47.44 7A 31 ...._..................._..._........... .......... King Laborers Concrete Saw Operator/core $47.44 7A 31 Driller King Laborers Crusher Feeder $39.48 7A 31 r... ..........----- - Kino Laborers Curing Laborer $46.57 7A 31 .m....... .., ,.......... King I ahorers Demolition: Wrecking 8 $46.57 7A 31 Moving (incl. Charred Material) _... ....... - --.......----...................... King Laborers Ditch Digger $46.57 7A 31 King Laborers Diver $48.02 7A 31 -------- -- King Laborers Drill Operator $47.44 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $46.57 _ 7A 31 ----- ...... --King Laborers Dump Person $46.57 7A 31 King Laborers Epoxy Technician $46.57 7A 31 King Laborers Erosion Control Worker $46.57 7A 31 King Laborers Faller It Bucker Chain Saw $47.44 7A 31 King Laborers Fine Graders $46.57 7A 31 King Laborers Firewatch $39.48 7A 31 King Laborers Form Setter $46.57 7A 31 King Laborers Gabian Basket Builders $46.57 7A 31 King Laborers General Laborer $46.57 7A 31 King Laborers Grade Checker 8 Transit $48.02 7A 31 Person King Laborers Grinders $46.57 7A 31 King Laborers Grout Machine Tender $46.57 7A 31 'King Laborers Groutmen (pressure)including $47.44 7A 31 Post Tension Beams King Laborers Guardrail Erector $46.57 7A 31 King Laborers Hazardous Waste Worker $48.02 7A 31 (level A) King Laborers Hazardous Waste Worker $47.44 7A 31 (level B) King Laborers Hazardous Waste Worker $46.57 7A 31 (level C) King Laborers High Scaler $48.02 7A 31 King Laborers Jackhammer $47.44 7A 31 King Laborers Laserbeam Operator $47.44 7A 31 King Laborers Maintenance Person $46.57 7A 31 "King Laborers Manhole Builder-mudman $47.44 7A 31 King Laborers Material Yard Person $46.57 7A 31 King Laborers Motorman-dinky Locomotive $47.44 7A 31 King Laborers Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using httns-//fnrtrpvc-wa.nnv/Ini/wanelnnkiin/nrvWaaelnnkun-asnx A/77/7(l17 Page 50fIS Combination Of High Pressure Air Ft Water On Concrete Et Rack, Sandblast, Gunite, King Laborers Pipe Layer Lead $48.02 7A 31 King Laborers Pipe Pot Tender King Laborers Pot Tender $46.57 7A 31 King Laborers Railroad Spike Puller - Power King Laborers Raker - Asphalt $48.02 7A 31 King Laborers Remote Equipment Operator $47.44 7A 31 King Laborers Rigger/signal Person $47.44 7A 31 King Laborers Rip Rap Person $46.57 7A 31 King Laborers Rivet Buster ____�47.44 7A 31 King Labor-ers Scaffold Erector $46.57 7A 31 King Laborers Scale Person $46.57 7A 31 King Labot ers Spreader (concrete) King Laborers Tamper 8t Similar Electric, Air $47.44 7A Et Gas Operated Tools King Laborers Tamper (multiple 8: Self- $47.44 7A 31 King Laborers Timber Person - Sewer $47.44 7A 31 (lagger, Shorer Et Cribber) King Laborers Track Laborer $46.57 7A 31 King Laborers Track Liner (power) $47.44 7A 31 King Laborers Traffic Control Laborer $42.22 7A 31 8R King Laborers Traffic Control Supervisor $42.22 7A 31 8R King Laborers Truck Spotter $46.57 7A 31 31 King Laborers Tunnel Work-Compressed Air $92.60 7A Worker 0-30 psi I htfn--//6n,fre.,;n-waonv/|ni/vv;�ioe|ook|m/nrvVUanp|no�/mR-,nx 8/77/7017 Page 6 of 18 Tunnel Work Compressed Air Worker' 30.01 44.00 psi„ ...... ...... .......... . ......... _m..._............-.--_....... King Laborers Tunnel Work Compressed Air $101.31 7A 31 84 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $107.01 7A 31 8� Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air '$109.13 7A 31 8� Worker 60.01-64.00 psi King Labore__rs Tunnel Work-Compressed Air $114.23 7A 31 Sg Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $116.13 7A 31 88 Worker 68.01-70.00 psi _............................. .....____... -.............................._.......... ...---------------.... - -..... - .._...-..-- .......... ...............................................................--.......................--... -... King Laborers Tunnel Work-Compressed Air $118.13 7A 31 8� Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $120.13 7A 31 8� _ Worker 72.01-74.00 psi King Laborers_ Tunnel Work-Guage and Lock $48.12 7A 31 L ------------- Tender King Laborers Tunnel Work-Miner $48.12 7A 31 Klp7g. Laborers Vibrator $47.44 7A 31 King Laborers Vinyl Seamer $46.57 7A 31 King Laborers Watchman $35.88 7A 31 King Laborers Welder _ $47.44 7A 31 King. Laborers Well Point Laborer $47.44 7A 31 King Laborers Window Washer/cleaner $35.88 7A 31 King Lalpuer __gjLdf,,.LqMu rrf Sewer General Laborer Ft Topman $46.57 7A 31 Lt Water King Laborers EJr0eRruund Sewer Pipe Layer $47.44 7A 31 Et Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers _... _..__....._._. _. ... ..m...._............................__..............._ King Iuar3eist rJ3.e..f,oe7struclion Landscape Equipment $28.17 1 Operators Or Truck Drivers King landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $56.78 5D I King Marble Setters Journey Level $55.82 5A 1M King Metal Fabrication �imSlaop� Fitter $15.86 1 King Metal Fabrication Jj[ Shop1 Laborer $11.00 King Metal Fabrications (Ir 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 $58.68 5D 4C King Modular Ciuil mps Cabinet Assembly $11.56 1 King Mot@ular Build"Ims Electrician $11.56 1 g _ __ r_Buildings, Equipment Maintenance $11.56� 1 Kin Mcrdulta,-_ �.- King Modular BuAdinps Plumber $11.56I 1 King Mptfulap F3ui4dins Production Worker $11.00 1 httr)s://fortress.wa.aov/Ini/wacielookUD/DrvWaaelookuo.asox 8/22/2017 Page 70fIS King "Pain'tefs Journey Level $41.60 6Z 2 B, King Pile Driver Crew Tender -S52.37 ' �"D­ 4C King Pile Driver Hyperbaric Worker - $71.35 5D 4C Compressed Air Worker 0-30.00 PSI Compressed Air Worker 30.01 King Pile Driver Hyperbaric Worker - $80.35 5D 4C Compressed Air Worker 44.01 King Pile Driver Hyperbaric Worker - $85.35 5D 4C Compressed Air Worker 54.01 60.00 PSI Compressed Air Worker 60.01 64.00 PSI Compressed Air Worker 64.01 Compressed Air Worker 68.01 King Pile Driver Hyperbaric Worker - $96.85 5D 4C Compressed Air Worker 70.01 72.00 PSI Compressed Air Worker 72.01 74.00 PSI ing Pile Driver Journey Level $57.43 5D 4C King Plasterers Journey Level $53.20 IR King Journey Level $11.00 1 Installers King Power Equipment Operators Asphalt Plant Operators $60.49 7A 3C 8P King Power-Equi Ogerators Barrier Machine (zipper) $59.96 7A 3C 8P King Concrete King EL)w( Equipment King Power Eauiogrient Operators Bump Cutter $59.96 7A 3C 8P King Power Equipment Operators Chipper $59.96 j]7A -' King _f gyipmqnr!, jrjrs Compressor $56.90 7Aq htfo--//fnrfre��-voa.onv/|ni/vv.�ine|ook|m/nrvVVanp|nni</m ;�-,nx R/77/7017 Page 8 of 18 King [?tyyc_r„Frluipns� Rmimt,,,,Ctlser rtsr Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over — — 42 M King Powr,r k;rluipmentOf_xratool Concrete Finish Machine -laser $56.90 7A 3C 8P Screed King w l,_1 cLraut2onerrt Opcp rrVn t, Concrete Pump - Mounted Or $59,49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King P+twt�;r Lit nl�ii?erl�C O_p atctia� Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42m King laower Ealur In rift Cltrer itc>rs Conveyors $59.49 7A 3C 8P _..--. --- -........ ._......... — King Power Equipment Operators Cranes Friction: 200 tons and $62.33 7A 3C 8P over ...................- —...... ......._.._...... . King l>¢awer IE¢au rinacrut,,.wrj raa!og_s Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Tons With Attachments King Power-Fcsrnpi g.iII�03aeiatgis Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King iprrar.*rrt,_OpJcra_LgLs Cranes: 200 tons- 299 tons, or $61.72 7A— 3C 8P 250' of boom including jib with attachments King Pcrwi l:I wclu J.rra rtt,_C)[L qLLs Cranes: 300 tons and over or $62.33 7A 3C 8P 300' of boom including jib with attachments King Ptawe=r_r<grii�arrtier7t C. aCprs Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Pnwel Ftl lil2rT¢na:_Ul2r>r'at;ca+s Cranes: A frame 10 Tons And $56.90 m 7A 3C 8P Under King ?ower_rclutpmertC C)aerKl ator, Cranes: Friction cranes $61.72 7A 3C 8P through 199 tons — — King Power-EUUiuiT1ent Operators Cranes: Through 19 Tons With $59.49 7A 3C 8P Attachments A-frame Over 10 — Tons King Power Equipment_Operators Crusher $59.96 7A 3C 8P King PowerEguipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) King Power Eclerlpment Operators, Derricks, On Building Work $60.49 7A 3C 8P King Power E,gVipgIer7t_Opci ators Dozers D-9 Et Under $59.49 7A 3C 8P King C1eiwcrt' ECltllla n t, Operat.ars, Drill Oilers: Auger Type, Truck $59.49 w7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $61.10 7A 3C 8P I King PoweLr,_gI 2ment Opncr rt:ors, Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Power Equipment Opegitors Finishing Machine, Bidwell $59.96 7A 3C 8P i And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $59.49 7A 3C 8P With Attachments httns://fortress.wa.aov/lni/wacelookuo/DrvWaaelookuD.asox 8/22/2017 Page 4Of18 Forklifts: Under 3000 With Attachments King ppy��[ ts, Grade Engineer: Using Blue $59.96 7A X 8P Prints, Cut Sheets, Etc King Power Equipmew 'Ope'rators Guardrail Punch $59.96 7A 3C 8P King LlowerEqu n t,0 pej a T o r s Hard Tail End Dump $60.49 7A X SP Articulating Off- Road Equipment 45 Yards. Et Over King L�owt�..�quipinent Operators Hard Tail End Dump $59.96 7A X 8P Articulating Off-road Equipment Under 45 Yards King Pov,,er Equipment Operators Horizontat/directionat Drill $59.49 7A 3C 8P Locator Operator qpgE41M Hydralifts/boom Trucks Over 10 Tons Tons And Under King Po�L�t2�rE IL�� IM Loader, Overhead 8 Yards. 8: $61.10 7A 3C 8P Over King EgAeLlL But Not Including 8 Yards King FQ�ff,,f Loaders, Overhead Under 6 $59.96 7A 3C 8P Yards King Liijj�Lijt Operalor.� Loaders: Elevating Type Belt $59.49 7A 3C 8P King Poiyycfr Equipmont Ope� Material Transfer Device $59.96 7A 3C SP $0.50 Per Hour Over King Power Equipment Operators Motor Patrol Graders $60.49 7A 3C 8P King ?2�2janjt!j�� Mucking Machine, Mote, $60.49 7A 3C 8P Tunnel Drill, Boring, Road Distribution Et Mulch Seeding Operator King Outside Hoists (elevators And $59.49 7A 3C 8P King Overhead, Bridge Type Crane: $59.96 7A 3C 8P 20 Tons Through 44 Tons King Power_Lquip ators Overhead, Bridge Type: 106 61. 7� YC 8P Tons And Over King Power EQUipment. QUtrators Overhead, Bridge Type: 45 $60.49 7A X 8P Tons Through 99 Tons King Power Equipment Operator s Pavement Breaker $56.90 7A X 8P King Power Ecgriornenl- Operators Pile Driver (other Than Crane $59 96 7A X 8P httnn-//fortren,,-vva nov/|ni/vvnoe|ook|m/nn/VUanp|ook//naqnx 8/77/7017 Page 10 of 18 King I tie—ILL Operators Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P -King...- ............ awer Equipmcmt0perators Power Plant $56.90 7A 3C 8P King jEq��LtjjjqLent Qp�oratorq Pumps - Water $56.90 7A 3C SP King Power Equipment Operators Quad 9, Hd 41, D 10 And Over $60.49 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $56.90 7A 3C 8P 100 Feet In Height Based To Boom ................................................ King Power FqLirp rient -ator Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving ................._............. Equipment------ King LowqLl-qu eOperators Ripper And Bellman $56.90 7A 3C 8P King Power E cluil2ment.Operatoi s Rigger/Signal Person, Bettman $59.49 7A 3C 8P (Certified) King Pnwe r.Feluitamc rt Operator Roltagon T6�O94 7A 3C BID King rs Roller, Other Than Plant Mix $56.90 7A 3C BD King Powawr FwrLp r etat Opgr qgoLs Roller, Plant Mix Or Multi-Oft $59.49 7A 3C 8P Materials — King Power Eg.Ljjpirjenj.Qj?trzqt in Roto-mill, Roto-grinder $59.96 7A 3C 8P King Saws - Concrete $59.49 7A 3C 8P King 129Aff.E.%tipment 0p LjLqi. Scraper, Self Propelled Under $59.96 7A 3C 8P 45 Yards ......... —--------- King Powel E OprmLnIO cra ors Scrapers - Concrete It Carry $59.49 7A 3C 8P p All King 1Power F Itrr}nrar-;itt,_(7pc rators Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Yards And Over King S EqwerS- L�iperrt L ors Service Engineers - Equipment $59.49 7A 3C 8P L M _C)IL 4_ King Power w"er Equipment" Operator-s Shotcrete/gunite Equipment $56.90 7A 3C 8P King "Power FgqrRrnenit_Qj orators Shove[ , Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. King p.qjtL-L Shove[, Excavator, Backhoe: $60.49 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King 2 L EE�Lq i 12 ffiti a L_Ot)rs Shove[, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power_Equrpment Claeral:QiLs Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Po $61.721 7A 3C BID Shove[, Excavator, Backhoes: Over 90 Metric Tons King Power Equipment Operators Slipform Pavers _W._49� 7A 3C 8P King Pow er Lujpq pg,ri t OL)ei qtoLs Spreader, Topsider Et $60.49 7A 3C 8P Screedman King over E._quipTient Operators Subgrader Trimmer $59.96 7A 3C 8P King Op atUi Tower Bucket Elevators $59.49 7A 3C SP j�iL — King Power Equipment Operators Tower Crane Up To 175' in $61.10 7A 3C SP IHeight Base To Boom King Power E ui a ment Ooerators $61.72_7A _3C 8P httos:Hfortress.wa.ciov/lni/wacielookul)/DrvWaaelookuD.aqDX 8/22/2017 Page 11 of 18 Tower Crane: over 175' through 250' in height, base to boom ............... _... --- -- King F?rzwcwr,,.,f,;;cylwil rna r k (�9a1 ralerlas Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom — King c vw r F ui me^nt,Ogar i a9'ryrt'> Transporters, All Track Or $60.49 7A 3C 8P Truck Type — King Prawe r_l gre 1 ment,Oi crater, Trenching Machines $59.49 7A 3C 8P King Power EoUiprue qt. OocraLors Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Tons And Over King Power Ccuiprn r1t_0 ators Truck Crane Oiler/driver $59.49 7A 3C 8P Under 100 Tons _.. ............ King Povae r ,F ra8anna±rrt,Opr caters Truck Mount Portable $59.96 7A 3C 8P Conveyor _.— .... _..... _.._ .._ King Power"-E4rt ton'nribt,9L?t'ratrasg Welder $60.49 7A 3C 8P King Nwe r f_gi me rr1; t)pegators Wheel Tractors, Farmall Type $56.90 7A 3C 8P — — —— __.._._ — —...._ King P we;r Cc3inpn cnti,op&,IaLtars Yo Yo Pay Dozer $59.96 7A 3C 8P -- .............. ..._... _....m._..m..... ...m.m......______ — King Power EcK iacnt QEereitors, Asphalt Plant Operators $60.49 7A 3C 8P Undejrground Sewer Ek Water King Power,Equipment Operators. Assistant Engineer $56.90 7A 3C 8P ; Undlery aunt➢ Sewer a Water. --- King Power Equipment Ope.rators._ Barrier Machine (zipper) $59.96 7A 3C 8P Und rrrounrf aewro It Water _. King Pow( i jgrriprnt�uik_O)ei at,ors- Batch Plant Operator, $59.96 7A 3C 8P Undergrnund Sewer 8: Water Concrete — ............... —._. . ..... ._ ____ ._................_................._............................ King Power Ectnogameitt„40�c+<xtor Bobcat $56.90 7A 3C 8P Underground Sewer fi Water _ King Povacr Cqupmc nW�7pci ators;-� Brokk Remote Demolition $56.90 7A 3C 8P UricJr,rrar-uund Se wvYr b Water Equipment King Pnweo_Iw;rluiprnc LQI?eratgfs- Brooms $56.90 7A 3C 8P lIndercround Stwerr a Water — — — King Parw',f.. LdLi neant Opctgtnr-o,-- Bump Cutter $59.96 7A 3C 8P Underground Sewer a Water — — King Power-Equipment Operators Cableways $60.49 7A 3C 8P UILdergH_IJ4.nd Sewer It Water King Pow(:�r Egtoi)I ient O raLgrs Chipper $59.96 7A 3C 8P Uti<iervroduad Sewer Ft Water — King Power C;qurraraaent mOtacra9 nrs- Compressor $56.90 7A 3C 8P UurdcrSTound Sewer h Water — King Power L.rsinpnrot nt Oprrat,or:s- Concrete Pump: Truck Mount $60.49 7A 3C 8P ntir r Uororuld Sewer ItWatie,i With Boom Attachment Over 42 M King Power Equtran t_Opt oators- Concrete Finish Machine -laser $56.90 7A 3C 8P Un[is u' ,,rmnia�trl_Sewer Ct Water Screed King Power Ecfurpr,7q n Oprr aCc r - Concrete Pump Mounted Or $59.49 7A 3C 8P Underr<roarnd Sewer Ct Water. Trailer High Pressure Line Pump, Pump High Pressure. King Power FArril2ra eynt Operators- Concrete Pump: Truck Mount $59.96 7A 3C 8P Undergrtro.und Sewer FjL tL r With Boom Attachment Up To — — �.... _ 42 m King Conveyors $59.49 7A 3C 8P httnq-//fnrtrPss-wa.nnv/lni/wanalnnkun/nrvWanelnnkirn_acnx R/77/7f117 Page 12 of 18 L2 yw p r.fgjifxTent Qp era[ rs- .............. LijeI I a Water ---...-- King Power EquipinneilL operators- Cranes Friction: 200 tons and $62,33 7A 3C 8P Undo rp round Sewe� 1 .1 Ft Water over King Power Cranes: 20 Tons Through 44 $59.96 7A X SP Sewer ft Water Tons With Attachments King Power Equipment Operators. Cranes; 100 Tons Through 199 $61.10 7A 3C 8P .1........................--------------------I-------- Under r round Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Eow(rr Equilrrircnt Op r< tort'- Cranes: 200 tons- 299 toils, or $61.72 7A X 81) !Lndt-,,LP n�t.'Sewer Ct Water 250' of boom including jib ,�gLL �r­­­­­­­ with attachments King ?,QAef,f M!iliffieLi gf:aIqKL- Cranes: 300 tons and over or $62.33 7A X 8P ..... ft Water 300' of boom including jib ....................... with attachments King LOLef rcl!,LiLniLLiLQ)�L< - Cranes: 45 Tons Through 99 $60.49 7A X 8P _L ILQL�_ — — — !1riderviround cwt r L)qL)1r�r Tons, Under 150' Of Boom (including Jib With Attachments) King FuweLL'_qVjQrnqrr(QP 7A 3CtQU Cranes: A-frame - 10 Tons And $56.90 8P _ ULytLijg xind Sewer Ft Water Under,r( King Power Equipment Operators- Cranes: Friction cranes $61.72 7A X 8P Unde r t�ro L ind Sewer---W_Wai�.r- through 199 tons ........... ....... King Powe nt,O ator- Cranes: Through 19 Tons With $59.49 7A X 8P jj�lqi _2111P Underground Sewer Et Water Attachments A-frame Over 10 Tons King Power E(ImPillera lje_ra ors-, Crusher $59.96 7A 3C 8P Underground Sewer Et Water King Pti we¢ Fgnrpiaar*njmpppiatgLm_ Deck Engineer/deck Winches $59.96 7A X 8P L h I(le�jo Liqultd Sewer Et Water (power) ___...................... King Power Equipment r Ope 'it)rs- Derricks, On Building Work $60.49 7A 3C 8P q — — Underground Sewer Et Water King Power EauiDment Operators- Dozers D-9 Et Under $59.49 7A 3C 8P IA14tL2rQLJrd Sewer ft Water King Power EUurpxrrent_OL)enators- Drill Oilers: Auger Type, Truck $59.49 7A X 8P Underground Sewer Et Water Or Crane Mount King Power Eguipment Operators-s- Drilling Machine __$61 10 7A 3C 8P Underground Sewer &Wat(.,,i King PowerEgui pment_QpcLabors- Elevator And Man-lift: $56.90 7A —C 8P Under.,pround Sewer ft Water Permanent And Shaft Type King Finishing Machine, Bidwell $59.96 7A 3C 8P Undei ground SLwer a. Water And Gamaco Et Similar Equipment King Power EquipmentQperatoEL- Forklift: 3000 Lbs And Over $59.49 7A 3C 8P Upqcrp,rpuLrd.Sewer Fi Water With Attachments King PowerILilleLit Operators- 7A 3C 8P Forklifts: Under 3000 Lbs. $56.90�Q�L _ _ — Underpround Sewer & Waller With Attachments King Power Lquipment Operators- Grade Engineer: Using Blue $59.96 7A 3C 'P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power E uipment Operators- Gradechecker/stakeman $56.90 7A 3C L8P Underground Sewer & Water if httn,.;*//fortre.q.q.wa.nnv/lni/wanp.:tnoki in/nrvW;9nP.Innkijn.a-.nY s/7?/?n17 Page 13 of 18 King �k,qKqLLrLi jpttt2Lit,i3Jar gILt rs Guardrail Punch $59.96 7A 3C 8P Jrtd �t g tqund St we' LL Water — King Power--Equipment Ope r,rtors,- Hard Tail End Dump $60.49 7A 3C 8P llndel,jgrounrl,Sewer Ft WaterArticulating Off- Road Equipment 45 Yards. Et Over King Power FgUrpment.ODerators Hard Tail End Dump $59.96 7A 3C 8P lJnuerrowul Sewerr Articulating Off-road — Equipment Under 45 Yards _..............._..._ a .,....._ - - gPowerm Equipment Operator Horizontal/directional Drill $59.49 7A 3C 8P Kin Egaripmen — — UnderRroUnd Sewer fx Water Locator _ _ King Power Equipment Ope raters-. Horizontal/directional Drill $59.96 7A 3C 8P Underground Sewer r. Water Operator — — _........._.......::::.:..........._w.-....._�... ............_ _ -- ....... - King Power�Equi2 nent Cprr„atoEL Hydralifts/boom Trucks Over $59.49 7A 3C 8P Jn lerrwround Sewer Et Water 10 Tons _.�._ _...................--..__...-_ ..... King eowgr Ecig1 ryloot 012e.r ttors_. Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Underground Seeger& Water Tons And Under King Pf)M Cr Equgalraesrat Opt n,a!,ors; Loader, Overhead 8 Yards. 8 $61.10 7A 3C 8P Uradergrqu,nd Sewer U Water Over :..._ ......... ......._ .....m. ............ ............... King Prawvgr:.Cgt,rpm r7t Operatgrs- Loader, Overhead, 6 Yards. $60.49 7A 3C 8P t7nt:Iergfroirnti-Sewer..ktWater But Not Including 8 Yards King P we-r f cgurprrNenL Oa eratnrs. Loaders, Overhead Under 6 $59.96 7A 3C 8P tlnde=,r,t;round Sevv r Et Wester Yards King ?owea_Egmprn nt.Op,rzatg-rs_ Loaders, Plant Feed $59.96 7A 3C 8P Under;a,round Se.wver tt Water — — — King I'nwer EEgmprnent Orat.ratoi�s; Loaders: Elevating Type Belt $59.49 7A 3C 8P Unde:_rtround 5cwer tL Wateer. King Power Eguipmcnt Operators- Locomotives, All $59.96 7A 3C 8P lJl ndeLvz i ounr Sewer Cz Water — _._._._ _. ......................................... ._................................... ................. King Power_Eau pgaaera OOperators Material Transfer Device $59.96 7A 3C 8P tlrrler,rratrnd S,ewrer Ea Watei — — — __ King Power_EauaDnient_Operators- Mechanics, All (leadmer - $61,10 7A 3C 8P Urarleq round.Sewwer 11'wWadcr; $0.50 Per Hour Over Mechanic) King Power EouiDrnent Operators- Motor Patrol Graders $60.49 7A 3C 8P L)IGder't,rourad Sewer fi Wa(r r — — - -� —� --.._..._ . King Power Ecauipment._Operrtors_ ,Mucking Machine, Mole, $60.49 7A 3C 8P L➢nclerrrgr rd 'i we' Et Water Tunnel Drill, Boring, Road Header And/or Shield King Power EaurprraC.ht Operators- Oil Distributors, Blower $56.90 7A 3C 8P Underground Sewer Ft Water Distribution £t Mulch Seeding — — Operator King Ptawer Lcp!Lipment_Opcoatcrs Outside Hoists (elevators And $59.49 7A 3C 8P UcKlr otr 5ewrr Ee Water Man lifts), AirTuggers,strato King Power Eeturprncnt Operators- Overhead, Bridge Type Crane: $59.96 7A 3C 8P Underground Sewer tt Water' 20 Tons Through 44 Tons — King Power-EaU-iDment Operators-. Overhead, Bridge Type: 100 $61.10 7A 3C 8P Under'vr ound Sewer 1:t Water Tons And Over King Power Equipment--Operators-_ Overhead, Bridge Type: 45 $60.49 7A 3C 8P Undereround_Se ter & Water Tons Through 99 Tons King Paver Eg,iri,r nejueratcars• Pavement Breaker $56.90 7A 3C 8P Underground Sewer Et Water King $59.96 7A 3C 8P httos://fortress.vva.00v/Ini/vvaaelookun/nrvWanelnnkun.asnx s/7?/7f117 Page 14 of 18 Power talurpmcrrt Oyrcrator's_ Pile Driver (other Than Crane Undaii-ou cl 5¢ wu 8 b rer Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P lJnd<r;grc�und Sewer Et Water King 'rtwo r I,mcq �ialrpci 'C Oga€ raGr3rs-- Posthole Digger, Mechanical $56.90 7A 3C SP ` Unrlvlms�i frnfl Sewer fr Water King Pourer I---- iirtgn { lac mars- Power Plant $56.90 7A 3C 8P llnderOr'ound Sewer R Waatei King Pow(r E.%iipMena_Operralcrrrs__, Pumps - Water $56.90 7A 3C 8P Undo Lground Sewer Et Water King Ptywrrmlgrnprrrt rrt_O(ar t rs Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P Under grand 5szwer a Water ........ ................................................................_...... ................................ ......_.-_ .... — King rtr {>nrr,-n C lser rlrs Quick Tower No Cab, Under $56.90 7A 3C 8P Vhpcicr°s r vnc9 S war Ee W a'er 100 Feet In Height Based To Boom 5 _._ _m..�_ ___. _____ .... King �Il awer EqurprncrrE Oy a rrkors Remote Control Operator On $60.49 7A 3C 8P LlndeLerougd Sewer Et Watau^r Rubber Tired Earth Moving Equipment King jl?,owwhl:_t;gu rnLrAf prat is--, Rigger AndBeRman $56.90 7A 3C 8P tJndctrn,E-otn7d Sewer Et Water King Pa7wer,f.,gan1 ru girl:, O arrraLgj,m - Rigger/Signal Person, Bellman $59.49 7A 3C 8P _ llnderwsrayund ewr;r Et Water (Certified) g ' L .. __. Kin ower Ecu i�nurrrt 0l7¢ ata rs Rollagon $60.49 7A 3C 8P Underground Sewer Et Water — King Power Lc i7t--Oraeratgrs- Roller, Other Than Plant Mix $56.90 7A 3C 8P Undu reround Srnmw Et Water King P47wr rmfrurE7merat Opaera qLs Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P lJnderrg)mourad Sewer Et Waater Materials King '?nave-r l urpnacnt t)L attars- Roto-mill, Roto-grinder $59.96 7A 3C 8P Underground Sewer 6. Water King r1owor Er rpnaerlt_Oraciatcrsm Saws - Concrete $59.49 7A 3C 8P Unalerr rowad Srwc r It Water- King Power hcitnlaroe t Oja ratocs Scraper, Self Propelled Under $59.96 7A 3C 8P thaalergro�rnci Sewer a Water 45 Yards King P xwc*r Fc3tnramni7r,Oyar atocs- Scrapers - Concrete Et Carry $59.49 7A 3C 8P L Underground Sewer Et Water All King Power Equrla neg,OZcrators- Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Undcrs rrqund Sevver a Water Yards And Over King Power Ecaurpment 02eratgL5- Service Engineers - Equipment $59.49 7A 3C 8P Underground Sewer ft Water King Pow i -Lqu pnaer7t Opeiakov;s; Shotcrete/gunite Equipment $56.90 7A 3C 8P llnderrarornad Sewer fa W ater- King .PowermE luram iat03aei ats3rsmm Shovel , Excavator, Backhoe, $59.49 7A 3C 8P 'Underground Sewer Ei Water Tractors Under 15 Metric Tons. King Power Ecpu pment: Operators- Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Underground Sewer Et Water, Over 30 Metric Tons To 50 v Metric Tons King (Power ECKJOrnent Operators- Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power_fgunpmentOpeators_ $61.10 7A 3C 8P Underground Sewer a Wader httos://fortress.wa.aov/Ini/waaelookuD/orvWaaelookuo.asox 8/22/2017 Page 15 of 18 Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons King Fg,w! r ,Equiprnen r�rr�t9nls Shovel, Excavator, Backhoes: $61.72 7A 3C 8P tlnclni rcru€rc1 Sewer Ct Water Over 90 Metric Tons � — _._... -- -----------------------_ ------- King Prrw r.r.CcJtupauec€ l t7gac r.aYnrc,;,, Slipform Pavers $60.49 7A 3C 8P lD€id r'ur`ound Sewer Ft Watei — King P(LW'r t CIL'ti)mtr,C �t,itrirrlt?rs: Spreader, Topsider & $60.49 7A 3C_ 8P lDu�ktUrourtd Sew a Watel Screedman King I-"oWwar P crai7lamr rt:_Ur7r tators.- Subgrader Trimmer $59.96 7A 3C 8P Urrrdc rTvts€td ;a wi ft Watt,€: _-- King Power Equiplo ut Operators- Tower Bucket Elevators $59.49 7A 3C 8P UEO(€'r� round `ewe€ Ft 'vt%ater King Povie€ „Fqurprnent Ouerajo€�s- Tower Crane Up To 175' In $61.10 7A 3C 8P U€rd€e.ro gynd Sewer ii Water Height Base To Boom King Em-e Tower Crane: over 175' $61.72' 7A 3C 8P Undnrt;ierund 5t56 wee tt Water through 250' in height, base to boom .. ............ ....... ® ...... _.. King PowerLrauotAnent Operators- Tower Cranes: over 250' in $62.33 7A 3C 8P Untlernro€uisi Se; wer l W ater height from base to boom King I'uwei Equipment Operators Transporters, All Track Or $60.49 7A 3C 8P Underground Sewer L Water Truck Type — King Power EgL!iprnenYO1 erators_ Trenching Machines $59.49 7A 3C 81) Un lergrcunJSewer is Water King Poweor f qut_pirien_t-Operators Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P UndervrounrJ Sewer fx Water Tons And Over King (?ranr€r C:`ctdri4tY rr€�C,�a rwttotj, Truck Crane Oiler/driver $59.49 7A 3C 8P Undt rground `aewer (L Water Under 100 Tons King Povwta EHi ii r,=rjt O{rr ratLi Truck Mount Portable $59.96 7A 3C 8P Un-Ler9rouijc ".newer Fs: Water Conveyor — J King PowtarE.4ulrjrr nl_3serrtnrs_ Welder $60.49 7A 3C 8P Undeatroiao7d eWerftWatsr King i'gtvae¢' E:gt inrrr i,l7 yr €gtgf - Wheel Tractors, Farman Type $56.90 7A 3C 8P Un�IRrs roWid ;ewer Ct Water — — — Kingm P' eer.EquoLnr€ rrot 4)r a rat rmm Yo Yo Pay Dozer $59.96 7A 3C 8P Unalcrrrr27 €Jc6 Sewer a Water — King Power Line Clerance free Journey Level In Charge $48.54 5A 4A Trimmers King Power Line Clearance Tree Spray Person $46.03 5A 4A Trimmers King iPower Line Clearance Tree Tree Equipment Operator $48.54 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $43.32 5A 4A Trimmers .a..._ ..... �, .- King Power_ Line Clearance Tree Tree Trimmer Groundperson $32.68 5A 4A Trimmers King Refrigeration 4. ir, Journey Level $75.36 6Z 1G Cunditionrn M1Mec.hzanics King Residential Brick Mason Journey Level $55.82 5A 1 M King RE,rclet€toad (aU2entcraa, Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 httns-//fortress.wa.nnv/Ini/wanelonk€in/nrvWanelnnk€in_acnx R/77/Jf117 Page 16 of 18 King �t Kodr�i�tr�nl 17ti Journey Level $42.86 5D 4C M6mAir,i,t,ors King Residential DrywatITape„s Journey Level $57.43 5P 1E King Residential Electricians _ Journey Level $30.44 1 King Residential Glaziers Journey Level $40.25 7L 1H _ _ . King Residential ngnlation Journey Level $26.28 1 Piplr4icatcsr s _ King Residentialfaborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Joui nev Level King Residential Plumbers It Journey Level $34.69 1 King RtsiicJ;rlr<ak 13efrrg rati<in Fi Air Journey Level $75.36 6Z 1G ConditioninQ Mechanics ...... ... .......-- .......... King Residential_Sheet_Metal Journey Level (Field or Shop) $44.56 7F 1R Workers King_ Residential ial Soft Fleaor l tiayemLF, Journey Level � � $47.61 5A 3D King Residential Sprinkler Fitters Journey Level $44.98 5C 2R Lire Pratccti- King Residential Stone Masons Journey Level $55.82 5A 1M King Resim den tial Te,razzo Workers Journey Level $51.36 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential_Tile_Setters Journey Level $20.00 1 King Roofers Journey Level $49.271 5A 3H King Roofers Using Irritable Bituminous $52.27 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F LE ............. King ShipiSui�tding a Ship RepAir Boilermaker $43.31 7M 1 H King Ship11utlriu1gFt S17tpa Rep<i Carpenter $41.06 7T 2B King Shipbuildinp Ft Ship Repair Electrician $42.07 7T 4B King Shipbuilding l3 Ship Repair Heat & Frost Insulator $67.93 5J 4H ._®.. ......... _ ...... -.... _.. King SNPbuitdrng Ei SStyuii Rvptirr Laborer $41.99 7T 4B King SI.Mbyuvldin�_f'a. Slrip Rep<rir Machinist $42.00 7T 4B King Sltap!ILitcliM Shi ei?air; Operator $41.95 7T 4B King 5111:0uRding Ft ai ip i2epair Painter $42.00 7TX4B King Shipbuilding fi Shin Rc-^pith Pipefitter $41.96 7T King ShipbuildingEt Ship_R_epair Rigger $42.05 7T King Sliil building ft Ship Repair Sheet Metal $41.98 7T King Shipbaii_itdirrV S%7ir�fke air Shipfitter $42.05 7TKing Sliipbuildina, Et Ship i2epair Trucker $41.91 7T King ShiptauitdjnP ft ShipRet)air Warehouse $41.94 7T 4B King Shipbuilding Et Ship ReIn r Welder/Burner $42.051 7T 4B King Sipn Makers Fr Install,eis Sign Installer $22.92 1 FlectricaY j King Sign-Makers 8 Installers Sign Maker $21.36 1 (Electrical) httns //fnrtress.wa-anv/Ini/waaelonkiin/nrvWaaelnokuo.asnx 8/22/2017 Page 170[ 18 King Sign Maker $33.25 King King Solar Controls Foi Windows Journey Level �l 2--44 1 ELI King 5'viy-c�ym Assistant Construction Site $59.49 7A 3C 8P Surveyor King Suiveyors Construction Site Surveyor $60.49 7A 3C 8P King Telecom m u ni cation Journey Level $22.76 1 Technicians King lehepbor)L Lino Construction - Cable Splicer $38.84 5A 2B Outside King 'TgLepL��.�ne .ffLc? ConsOuction - Hole Digger/Ground Person $21.45 5A 2B Outside King Telephone UneConitruction Installer (Repairer) Outside King -telephonc.Line Construction - Special Aparatus Installer 1 $38.84 5A 2B King Re�te Lione_q�Le . !on , Telephone Equipment $38.84 5A 2B Outside Operator (Heavy) King 'Le Telephone Equipment 5A 2B Outside Operator (Light) King TeleDhone Line Construction - Telephone Uneperson $36.09 5A 2B Outside King Telephone Line Construction - Television Groundiperson $20.33 5A 2B Outside King Telephone Line Construction - Television $27.21 5A 213 King jelephone Line Construction - Television System Technician $32.55 5A 2B Outside Outside King TcLe Outside King Terra7zo Workers Journey Level 5A im King Tjie Setters Journey Level $51.36 5A IM Finishers King Ti aff ic Control Journey Level httnq-//fnrfrenn.vv;�.nov/|ni/vvaop|ook//n/nrvVVAnp|nnk/maqnx 8/77/7017 Page 180f 18 I" WA-Joint Council 28) Ki ng Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $52.70 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 Twck Drivers Transit Mixer $43.23 King L.Lf illt�ns..L LrrigLtk)—Q-E—mt�L) Irrigation Pump Installer $17.71 1 00 htfoq-//fnrfren vvaoov ni/vvaoeIoukun/nrvVVaoeInnkonaqnx 8/27/2017 Benefit Code Key— Effective 8/31/2017 thru 3/2/2018 :k:kN:'k:kt:KN:+N:N:N::k:kN:N:I:kN:N:k:k:k:k:k#:kY=N:>WN::I:A:k:kk+kN::ktYi:YtYYY*k�M�N;��WN;v;WN;N;*k:kkkf:kk:kJ::I::F:kN:'k:k:l:k:k#r:hN'4i::k is N::F*fir WWY�N;�N;�+�**� 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 IIOURS WORKED 1N 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 howdy 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. At] 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 he paid at double the hourly rate of wage. F, 'fhe 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. 1. 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 Satndays (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 8/31/2017 thru 3/2/2018 Overtime Codes Continued 7.. Q. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hour 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 Limes 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 tunes 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 ever 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 hoes 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 hoes 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 8/31/2017 thru 3/2/2018 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGIIT(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 homy 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 wages All other hours workcd 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(S) hours of straight tune 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 8/31/2017 thru 3/2/2018 Overtime Codes Continued 3, D. All hours worked between the horns 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 tunes 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 14tb 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. 1. 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 alter 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(1 ))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 8/31/2017 thru 3/2/2018 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 ofpay. 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 followingrates: The first two (2) hours after eight (8)regular hours Monday through Friday of overtime on a regular workday, shall be paid atone and one-half times the hourly rote of wage.All hours in excess often(10) hours will be attwo(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 otwage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thin 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 V) 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). 5 Benefit Code Key— Effective 8/31/2017 thru 3/2/2018 Holiday Codes Continued 5. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and 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). I. Holidays: Ncw 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 Luthcr 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 Dav 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). 6 Benefit Code Key— Effective 8/31/2017 thru 3/2/2018 Fliulidav (.ogles Continued 6. 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,"fbe Day After Christmas, And A Floating Holiday(10). 1. Paid Holidays:New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Tabor 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 alter Thanksgiving Day,And Christmas Day(8).Any IIoliday Which Falls On A Sunday Shall Be Observed As A Holiday Oil Thu Following Monday. If any of the listed holidays falls oil 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 Years 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. 7 Benefit Cade Key—Effective 8/31/2017 thru 3/2/2018 Holliday Codes Continued 7, 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 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,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. 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 aholiday 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 aholiday. 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 Years Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday alter Thanksgiving Day,the Last Working Day before Christmas Day and Chris'tnas 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, tho 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 orbcfore 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. 8 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Holiday Codes Contioawd 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. Note Codes 8, 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: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,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: $1.00,And Class D Suit$Q50. Q, The highest pressure registered on the gauge for an accumulated timo of more than fifteen(15) minutes dining the shift shall be used in determining the scale paid. R. 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.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 Huggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana,or Idaho.These classifications are oiily effective on or alter 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. T. Effective August 31,2012—A Traffle 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. 9 Benefit Code Key—Effective 8/31/2017 thru 3/2/2018 Note Codes Continued 8. U. Workers on hazinat 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. V, In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. 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 101'to 150'-$3.00 per foot for each foot over 101 feet. Over 151'to 220'-$4.00 per foot for each foot over 220 feet. Over 221'-$5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25' to 300' -$1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'. Over 600' - $2.00 per foot beginning at 600'. 10 ir/°�,. %ri Records Ma,/, ,,,/ ge m + 1 EN7" 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: Buckley Nursery Company Vendor Number: JD Edwards Number Contract Number: PW 17-479 —007- This is assigned by City Clerk's Office Project Name: Briscoe Desimone Levee Improvements Reach 2 and 3 Mitigation Planting Description: El Interllocal Agreement ® Change Order ❑ Amendment ❑ Contract El Other: Contract Effective Date: 05/23/2016 Termination Date: 120 Working nays Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Drew Holcomb Department: PW Engineering Contract Amount: $355,361.33 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: ('i.e. address, location, parcel number, tax id, etc.): Change Order #1 AS of: 08/27/14 • KENT W A S M t N O T O h CHANGE ORDER NO. # 1 NAME OF CONTRACTOR: Buckley Nursery ("Contractor") CONTRACT NAME & PROJECT NUMBER:Briscoe-Desimone Levee Imp.Reach 2 and 3 Mitigation Plantini ORIGINAL CONTRACT DATE: October 16, 2017 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: Modify the new irrigation system by adding irrigation lines and emitters due to field conditions. The soils percolate water at a higher rate than anticipated and these changes will provide the water distribution necessary for thriving plants. 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, $355,361.33 (including applicable alternates and WSST) Net Change by Previous Change Orders $0.00 (incl. applicable WSST) Current Contract Amount $355,361.33 (incl. Previous Change Orders) Current Change Order $29,710.44 Applicable WSST Tax on this Change $2,971.04 Order Revised Contract Sum $388,042.81 CHANGE ORDER - 1 OF 3 Original Time for Completion 75 working days (insert date) Revised Time for Completion under 75 working days prior Change Orders (insert date) Days Required (±) for this Change 0 calendar days Order Revised Time for Completion 75 working days (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent and SDOT 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, aind 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 b lo"N CONTIRACT70R: city 6F (CENT: 'Ra By- By: (signat ature) Print Name: WY' -L iam D. HZm�in S II Print Name. Its—VP Its title) DATE: 1 /11 /18 ( DATE: CHANGE ORDER - 2 OF 3 APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department [In this f,Od,you may enter the clectromc t➢ePathi where the contract has been sa.eal CHANGE ORDER - 3 OF 3 FILE NO: 200.2 KENT CHANGE ORDER WORKSHEET NO. CONSTRur-TION MANAGEMENT DWI510N - PUBLiC WORKS Project: Briscoe-Desimone Levee 2&3 Mit Project NO.: 09-3010 Project Engineer: Drew Holcomb Fed-Aid No.: FE2ject Manager: Matt Knox Contractor: BuckltLaya2g_ Date: (y1 _3 / I. PROPOSED CHANGE This Change Order will modify the new irrigation system by adding irrigation lines and emit It. REASON AND BACKGROUND FOR CHANGE Design assumptions differ from field conditions. The soils percolate water at a higher rate than anticipated, These than es will provide the water distribution necessary for thriving plants. 111. METHOD OF PAYMENT NEW PAY ITEM(S) Not Applicable Change Order No. FOR ACCOUNTING USE ONLY ScH, ITEM DESCRIPTION TOTAL CITY UNIT UNIT PRICE TOTAL ESTIMATED NO. EST. THIS RE COST OP ITEM QTY 2 Irrigation Syste m,,,,u, pq r,ad,e L..S. $29 710.44 Independent Estimate Attached CREATE PAY ITEM ONLY — Payment to be made PAY THIS PAY ESTIMATE ............... at a cater date upon completion of work Material Submittals Required — CC: Construction Coordinator New sub Reqrd? No DELETE EXISTING PAY ITEM(S) per 1-09.5 F] Not Applicable Change Order No. FOR ACCOUNTING USE ONLY SCH. .I. No. ITEM DESCRIPTION QTY UNIT UNIT PRICE COST OF ITEM No. ........... ...................... ...... Independent Estimate Attached -REQUIRE[? INCREASE/DECREASE TO EXISTING PAY ITEM(S) [] Not Applicable Change Order No. FOR ACCOUNTING USE ONLY SCH. E3.I. N C3. i ITEM DESCRIPTION CITY UNIT UNIT PRICE COST OF 11-CM No. ..............- .. .... Independent Estimate Attached -REQUIRED REV. DATE: 4/01/10 FILE NO: 200.2 KENT TOTAL ESTIMATED COST OF CHANGE ORDER *Total of the Cost of Item Columns THIS RAY ESTIMATE , IV. WORKING DAYS Original Contract Due This Change Carder* 0 Previous Total DATE. DATE: * Ex lanation Justification Ike. aired:... TOTAL WORKING DAYS* *This Change order + Previous Total All work, materials and measurements to be in accordance with the Standard Specifications and Contract Special Provisions for the type of work described. Project Manager: ,, Date: Project Engineers , Date: ( r 3 fI J Construction Engineering: tlLL" ✓r,,....._. "_,,.. ` Date: w Supervisor Construction Manager: Date: Date: 2 REV. DATE: 4/01/10 crowiNc : B u c k[E NURSERY COMPANY, INC. 16819 - 92nd Street East Sumner,WA 98390-8154 Phone(253)863-9563 FAX (253) 863-1545 December 7, 2017 City of Kent Public works 400 west Gowe Kent WA, 98032 RE: Briscoe-Desimone Levee Improvements Reach 2 & Reach 3 suBJ: Irrigation design changes to Reach 2 & 3 per design revision 3 including valued Engineering by BNC ATTN: Matt Knox Matt, After further review of the plans and discussions between BNC and city staff we would like to propose updated costs associated with the design revisions as shown on drawings 4 through 7 dated November 20, 2017. we have updated pricing which indicate valued engineering for the city's consideration. If the city does not oppose the disbursement of the irrigation valve locations throughout Reach 2 and 3 in lieu of manifolding as shown the the revision plans, sNc could reduce extensively the quantity of pipe, trenching and labor to install in Reach 3, with minor savings in Reach 2. Additionally, we recommend extending the drip lines from 24" on-center to 30" on-center. Please be advised with the valued engineering reductions it finalizes our ability to provide a guaranteed 100% water disbursement for plant watering. should the city be unable to accept the associated costs, we then look to the city for other options such as the following recommendation: Pursue the original desimmer monthgn, install irrometers throughout the planting areas for soil moisture content in sus. should the original design provide an even disbursement of water throughout planting areas the irrigation issue will be resolved. should the water displacement not cover the planting area, BNC would be relieved of plant replacements for the designated areas. Please be advised of the potential unbalanced growing characteristic of plant material with uneven water disbursement. i REACH- 2 INCREAASE DRIP IRRIGATION Irrigation Material $3,954.81 Irrigation Material credit (Dripline 18" Emitters .04 GPH) <$652.30> irrigation Labor $2,102.97 irrigation Equipment $836.06 Reach 2 Irrigation Add $6,241.54 Critical Path Additional working days 2.3 days REACH 3 INCREASE DRIP IRRIGATION Irrigation material $9,774.08 Irrigation Material credit (Dripline 18" Emitters .04 GPH) <$2,510.18> Irrigation Labor $11,483.32 Irrigation Equipment $3,856.32 j Reach 3 irrigation Add $22,603.54 f! Critical Path Additional working days 13 days Bonding & insurance $865.36 TOTAL CHANGE ORDER $29,710.44 Thank you, .Dave oVentnanp Dave Hemmings An Equal Opportunity Employer r Knox, Matthew From: Dave Hemmings <dhemmings@buckleynursery.com> Sent: Friday, December 08, 2017 9:22 AM To: Knox, Matthew Cc: Justin Grisham; Holcomb, Drew; Kuehne, Paul Subject: RE: Briscoe-Desimone COP 1A for Irrigation Design Revision 3 with valued engineering deductions Matt, Please find my response to your enquiries as follows: - Yes, BNC is proposing 30" OC in lieu of 24" to reduce material cost but not compromise the water disbursement - Yes, there will be no manifolding of one large group of valves as shown on the revised plans. The valves will be grouped in numbers of (2) throughout Reach 3 and individually placed in Reach 2. Please bear in mind there may be some minor field adjustments as installation occurs. -No, not everything else stays the same as defined on Revision 3 plans. To reduce material, labor & equipment costs we have incorporated the use of the irrigation 1-1/2" pipe already installed in reach 3 for the mainline which will eliminate over 3000 feet of the revise plan sheet of lateral line runs in Reach 3, also eliminating the additional Sleeving material and installation as shown on revision 3. There is additional trenching required to connect some valves to lateral line locations but dramatically reduced. -Yes, the 0.6 GPH, 12" OC Emitters will be utilized throughout reach 2 & 3 -No, the total number of driplines across the slope reduces from approxim. 7 lines down the slope to 5 or so. BNC's calculations and site layout indicate a total of (8) lines for Reach 2 and (8) lines for Reach 3 respectfully. This will cover the limits of planting as defined in the field and shown on the planting plans. Minor layout adjustment has extended the planting limits as approved and directed by the City. Should you require additional information or clarification please do not hesitate to address your concerns. I plan on being in the office for the duration of the day if you need to discuss further. I will also be forwarding a RFI in the coming hour for your review regarding Arborist Chips and the installation. Thank you, Dave Hemmings BUCKLEY NURSERY COMPANY dhemmings@buckleynursery.com office: (253) 863-9563 fax: (253) 863-1545 cell: (253) 405-0661 -----Original Message----- From: Knox, Matthew [mailto:MKnox(@kentwa.gov] Sent: Friday, December 08, 2017 8:16 AM To: Dave Hemmings i Cc: Justin Grisham; Holcomb, Drew; Kuehne, Paul Subject: RE: Briscoe-Desimone COP 1A for Irrigation Design Revision 3 with valued engineering deductions Dave - just want to make sure I understand this proposal - You're proposing 30" o.c drip lines instead of 24" and no "manifolding" of valves but everything else remains the same as the Revision 3 plans (0.6 GPH, 12"' o.c emitters)? I'm assuming the total number of driplines across the slope reduces from approx. 7 lines down the slope to 5 or so)? Thanks for the clarification. Matt From: Dave Hemmings [dhemmings@buckleynursery.com] Sent: Thursday, December 07, 2017 2:16 PM To: Knox, Matthew Cc: Justin Grisham; Holcomb, Drew; Kuehne, Paul Subject: Briscoe-Desimone COP 1A for Irrigation Design Revision 3 with valued engineering deductions Matt, Attached is the change order proposal with valued engineering deductions for irrigation design revision 3. Thank you, Dave Hemmings BUCKLEY NURSERY COMPANY dhemmingsc&buckleynursery com<maiIto:dhemmings@buckleynursery.com> office: (253) 863-9563 fax: (253) 863-1545 cell: (253) 405-0661 2 Z- ............. wiii I/Po vv I// ..........I U!EF/', F TOP,-d W/ m NOW a '-we a/m/i Too 0 2 /P/h 0 K MANY im WT/ .......... ........... AMP I'll ti 17 M M,5;;0l/R b,,,/t�,Whjg,,,/, bys 'XI . ....... ow M/ NICE /m MO W, ......... 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