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Home My WebLink AboutPW18-225 - Original - Axum General Construction, Inc. - 132nd Ave SE Pedestrian Improvements (North) - 06/18/2018 �VT Records ManagemientDocumenit CONTRACT COVER SHEET This is to be conipileted by the Contract Manager prior to subirnussioin to the CIty Clerk's Office. AR porbons are to be cornpleted, .if you have questions, please contact the City Cieirk's Office at: 253-856-5725., L1 Blue/Motion Sheet Attached 0 Pink Sheet Attached Vendor Name: Axum General Construction, Inc. Vendor Number (JDE): Contract Number (City Clerk): Category: Contract Agreement Sub-Category (if applicable): r how ,, Project Name: 13 2nd Ave, SE Pedestrian Improvements (North) UJI-6115 Contract Execution Date: Date of the Mayor's signature Termination Date: 50 working days Contract Manager: Drew Holcomb Department: PW: Engineering Contract Amount: $511,616.15 Approval Authority: El Director El Mayor Z City Council Other Details: The project consists of the construction, walkway along the west side of 13 2no Ave SE from SE 240t' St. to SE 248 1h St. i C i TY OF KENT KING COUNTY, WASH I NGTON KENT SPECIAL PROVISIONS FOR 132"d Ave SE Pedestrian Improvements (North) (SE 24Oth St to SE 24Sth St) Project Number: 17-3020, BIDS ACCEPTED LINT IL DID OPENING May 8, 2018 May 8, 2018 12:45 P.M'. 1 :00 P.M. DEL MER T C I TY OF KENT, C I TY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENIr WASHINGTON PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe i ' Kent, WA 98032 "NIVIIb-aff"'" K r N T Fax: 253-856-6500 WA5HINOTON PHONE: 253-856-5500 1 CITY OF KENT KING COUNTY, WASHINGTON 132"d Ave. SE Pedestrian Improvements (North) (SE 240th St. to SE 248th St.) Project Number: 17-3020 ADDENDUM No. 1 May 3, 2018 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 C114ANGES ARE REFIII..E TIII!"ID IN RUED I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement pages 6 - 11 of the Bidder's Document. Pages 9 and 10 are included due to the added or deleted bid items noted below which shifted bid items to the next page. Bidders must use the replacement pages. SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1075 4-03.5 300 350 Gravel Borrow, Including $ $ �c KSP TONS Haul and Compaction Per TON ($2 50 Min) 1086 4-04.5 3GG400 Permeable Ballast $ $ WSDOT CU YDS Per CY 1155 8-14.5 90135 Detectable Warning Surface $ $ 0 KSP 5Q FT for Existing Surface Per SF d 3 Y aa? Mayor Dana Ralph.mivi,xil,� : ��imilimm AinImd.w, 1I ,m, ra;"„, � M 1 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL } NO. NO. QUANTITY PRICE AMOUNT A21.S 8-01.5 1,85 Pervious Concrete $ $ KSP i,,,,t4 IFT Sidewalk Check, Darns Per III IF 1302 8-24.5 ?,;:30f.) Gravity Block Retaining Wall $ $ KSP 3,450 4 Foot and Less in Height Per SFWF SQ FT WALL FACE SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5120 8-22.5 4,50 200 Plastic Crosswalk Line $ $ WSDOT SQ FT Per SF ! - KENT SPE!gIA , PROVISION Page 1-21 - Section 1-07.23(1) - Construction Under Traffic RIEVISE the last sentence as follows: The Contractor shall notify adjacent property owners and/or tenants regarding construction near their property a minimum of ten (10) working days in advance of construction, and coordinate construction scheduled with property owners and/or tenants to minimize disruptions to their operations. The Contractor shall provide pedestrian access at all times. larlsnredue w , f u s Ensure velhniiclles and pedestrian access iremains; at all tiiii-nes to King County Metro Bus Stops, businesses, Public facilities, and residences. ARID the following paragraph to the end of this section: Work on tine 7•-'1,1 private property, 1 21.2205 9154, shall not begin untiil July :1.6th, 20:1.8 oir as directed by the IErngirneer. Contractor shall contact 7-11 owneir prior to starting woirlk and shall coordinate any closure with the Engineer and Ipiroperty owuver„ Contractor shall ensure delliveiry truck access to 7 11. at allll times... Page 8-7 - Section 8-01.3(6) - Pervious Concrete Sidewalk Check Dams ADD the following section: SECTION 8-0.1,.3(6) .i1'S DELETFD AND RE-PLACED 101 Z7 -i THE FOLLOWING: 2 8-01.3(6) Pervious Concrete Sidewalk Check Dams Pervious Concrete Sidewalk Check Dams shall be installed as soon as practical or when directed by the Engineer. Check dam materials shall meet the requirements in Section 9-14.5(4)B, 60 mil HDPE liner, 30 mil PVC liner or as approved by the Engineer. These check dams are permanent structures placed perpendicular to the flow of water. Water shall not flow through the check dam structure. Permeable ballast drainage trench shall line up with check dam where shown on the plans. Trench shall daylight into existing drainage ditch. Page 8-7 - Section 8-01.5 - Payment AIDID the following payment description: The unit price per linear foot for "Pervious Concrete Sidewalk Check Dams" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct the Pervious Concrete Sidewalk Check Dams for the full width of the sidewalk as shown on the plans and specifications. Work shall include forming the check dams with native material as directed by the engineer and staking or other measures required to keep the plastic in place and protect it from puncture during rock placement. Permeable ballast drainage trench will be paid for under Permeable Ballast bid item 1086. Page 8-15 - Section 8-20.3(6) - Junction Boxes, Cable Vaults, and Pull Boxes REVISE the first sentence as follows: Slip-resistant surfaces (non-skid) shall havea have a static ce�.. 'eteret coefficient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebecl (their most aggressive surface) manufactured by IKG Industries, SHpNOT Grade 3 - coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. Page 8-20 - Section 8-24.5 - Payment REVISIE the payment description for "Gravity Block Retain!ng_WaII 4 Foot and Less in Heigh as follows: The contract price per square foot of wall face for "Gravity Block Retaining Wall 4 Foot and Les a_ja_Hgjgtwt" constitutes complete compensation for furnishing all labor, engineered designed plans, shop drawings, materials, tools, supplies and equipment necessary to install the gravity block walls in accordance with these plans and specifications and the manufacturers plans and specifications. The cost for design, excavation, supplying, placing and compacting the gravel backfill for walls, undercrain pipe wrajapef solid walled IPVC pipe connection to existing storm drain structure or drainage ditch, concrete or grout to seal pipe penetrations, supplying and constructing the leveling pad, and filter fabric, shall be included in this bid item. Roadway Excavation 1including Haul, Crushed Surfacing Top Course and Gravel Borrow are not included in the wall price and will be paid for under the bid item. Page 8-21 - Section 8-26.3 - Construction Requirements 3 Page 8-21 - Section 8-26.3 - Construction Requirements REISIII'a this section as follows: The bollard shall be installed plumb, plus or minus 1 112 degrees, and spaced ar raa+rnirwnfr t f 3 fee nor-ta nr r€irvatfwra o�� ff*et apart 4 feet on center. The foundation shall not be less than 12 inches in diameter and 24 inches deep. Refer to WSIIDO'•I Standard Plan 1I-60 1.0-01 for iiirnstaHation. If the Contractor damages the bollards during pickup, transport, or installation, the Contractor shall repair or replace the bollards to a condition satisfactory to the Engineer. Page 8-23 - Section 8-33.1 - Description Iltn<iiVI'Sll: the last sentence as follows: This work shall consist of cutting and removal of those trees and stumps shown on the plan sheets, and trees greater than 14" diameter that may be encountered during construction Fher tree. shall be euttardy-1+er�rloved to an approved sir try t1�f�nntra tear:. "rhe contractor shalPll curt and trairmsport trees to airn approved off-site location., All stumps will be grubbed and disposed of by the Contractor off-site. Many trees are adjacent to overhead utilities PSE pewer4nf. . Page 8-24 - Section 8-33.5 - Payment REVIS111!!! the first sentence of the first paragraph as follows: The Contractor shall coordinate with all utility providers encountered including but not limited to PSE, Comcast and Qwc t Centuryl..'inlc as required prior to falling trees adjacent to p awe ¢ iine�%;-oveirhead ut liitiies. The Contractor shall coordinate with property owners if-tfp it F(Hiee ecxnfficts,with Vie refr-o-eval, of-dfae4fee when construction act'iviit'1es iimpact existing fences. The Contractor shall include any all cost associated with the above referenced in the unit contract price for the following bid items as required: ICI _- APPENDIX Appendix 2- WSDOT Standard Plans ADIICI the following: H-601 10-01. llollaird Type 1• 4 IV - PLANS RII! IPII...AACE plan sheets 2, 3, 4, 5, 10, 11, 12 and 14 with the attached. Sheet 2: ADID bid item 1215 Pervious Concrete Sidewalk Check Dams. Sheet 3: VI�EVKSEi Detail B to show 6" min cover of bottom gravity block next to sidewalk. Sheet 4: ADD Pervious Concrete Sidewalk Check Dams Detail CD. Sheet 5: ADD proposed driveway contours. ADIY:1 Driveway profile and cross section, fIEVISIIE proposed TCE limits on 7-11 property. Sheet 10: AIDD check dams. ADD solid walled PVC pipe wall drain connection to existing catch basin. RF."'VISIE proposed TCE on Parcel #382650-0010. Sheet 11: ADD check dams. Sheet 12: ADII1) check dams. Sheet 14: ADD proposed driveway contours. RIEV1SE proposed TCE limits on Parcel #212205-9154 7-11 property. ADD Notes. END OF ADDENDUM No. 1 Chad Bieren, P.E. Date Deputy Director/City Engineer Attachments: Proposal Pages: 6-11 Plans: Sheets 2, 3, 4, 5, 10, 11, 12 and 14 5 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 $ $ WSDOT LUMP SUM Per LS 1010 2-02.5 400 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 70 Remove Cement Concrete $ $ KSP SQ YDS Sidewalk Per SY 1025 2-02.5 180 Remove Cement Concrete $ $ KSP LN FT Curb and Gutter Per LF 1030 2-02.5 100 Remove Existing Extruded $ $ KSP LN FT Curb Per LF 1050 2-02.5 850 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 1060 2-03.5 850 Roadway Excavation, $ $ WSDOT CU YDS Including Haul Per CY 1075 4-03.5 4GG 350 Gravel Borrow, Including $ $ �c KSP TONS Haul and Compaction Per TON ($2.50 Min * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 132rtl Pedestrian Improvements (North)/Holcomb 6 May 2, 2018 Project Number: 17-3020 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT i 1080 4-04.5 400 Crushed Surfacing Top $ $ * KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1086 4-04.5 4GG 400 Permeable Ballast $ $ WSDOT CU YDS Per CY 1087 2-09.5 30 Controlled Density Fill $ $ WSDOT CU YDS Per CY 1095 5-04.5 190 HMA Class 1/2", PG 58H-22 $ $ KSP TONS Per TON 1110 5-04.5 310 Planing Bituminous Pavement $ $ KSP SQ YDS Per SY 1125 5-04.5 10 Cold Plant Mix for Temporary $ $ KSP TONS Pavement Patch Per TON 1132 8-14.5 880 Pervious Cement Concrete $ $ KSP SQ YDS Sidewalk Per SY 1133 8-14.5 25 Reinforced Cement Concrete $ $ KSP SQ YDS Sidewalk Per SY 1145 8-14.5 50 Cement Concrete Sidewalk $ $ KSP SQ YDS Per SY * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 132n, Pedestrian Improvements (North)/Holcomb 7 May 2, 2018 Project Number: 17-3020 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1155 8-14.5 90 135 Detectable Warning Surface $ $ KSP SQ FT for Existing Surface Per SF 1170 8-14.5 3 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Special Per EA 1205 8-04.5 200 Cement Concrete Curb and $ $ KSP LN FT Gutter Per LF 1210 8-04.5 580 Cement Concrete Extruded $ $ KSP LN FT Curb Type 6 Per LF 1211 8-04.5 110 Pedestrian Curb $ $ KSP LN FT Per LF 1.21.5 8-0 .!5 185 Pervious Conciret.e $ IKSP LIM 111::1" SidewMk Check II13ainvs Per 1F 1220 7-05.5 1 Adjust Existing Catch Basin $ $ KSP EACH Frame and Grate to Finished Per EA Grade 1225 7-05.5 1 Adjust Existing Manhole Cover $ $ KSP EACH to Finished Grade Per EA 1240 8-20.5 2 Non-skid Junction Box Frame $ $ KSP EACH and Cover Per EA 1269 8-26.5 19 Remove Existing Bollard $ $ KSP EACH Per EA 132n' Pedestrian Improvements (North)/Holcomb 8 May 2, 2018 Project Number: 17-3020 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT i t 1270 8-26.5 4 Remove and Relocate Existing $ $ KSP EACH Removable Bollard Per EA 1285 8-18.5 1 Remove and Reinstall Mailbox $ $ KSP EACH Per EA 1302 8-24.5 �300 Gravity Block Retaining Wall $ $ KSP 3,450 4 Foot and Less in Height Per SFWF SQ FT WALL FACE 1315 8-28.5 6 Pothole Utilities $ $ KSP EACH Per EA 1320 8-30.5 1 Project Sign Installation $ $ KSP EACH Per EA 1326 8-33.5 14 Remove Existing Landscape $ $ KSP EACH Tree (14" to 20") Per EA 1328 8-33.5 7 Remove Existing Landscape $ $ KSP EACH Tree (greater than 20") Per EA Schedule I Total $ 132n° Pedestrian Improvements (North)/Holcomb 9 May 2, 2016 Project Number: 17-3020 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4015 7-04.5 60 Ductile Iron Storm Sewer $ $ KSP LN FT Pipe, 12 Inch Diameter Per LF I 4120 7-05.5 4 Vaned Catch Basin $ $ KSP EACH Frame and Grate Per EA 4165 8-15.5 10 Quarry Spalls $ $ WSDOT TONS Per TON ($6.00 Min) 4170 4-04.5 10 Crushed Surfacing Top $ $ �c KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 4180 4-03.5 5 Gravel Borrow, Including Haul $ $ * KSP TONS and Compaction Per TON ($2.50 Min) 4207 2-13.5 40 Construct Drainage Swale $ $ KSP LN FT Per LF * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IV Total $ 132n' Pedestrian Improvements (North)/Holcomb 10 May 2, 2018 Project Number: 17-3020 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 1,000 Traffic Control Labor $ $ KSP HOURS Per HR 5010 1-10.5 100 Construction Signs, Class A $ $ WSDOT SQ FT Per SF 5015 1-10.5 300 Traffic Control Supervisor $ $ KSP HOUR Per HR 5020 1-10.5 1 Temporary Traffic Control $ $ KSP LUMP SUM Devices Per LS 5030 1-10.5 50 Portable Changeable Message $ $ KSP DAYS Sign (PCMS) Per DAY 5050 8-22.5 1 Removal of Raised Pavement $ $ KSP LUMP SUM Markers and Painted and/or Per LS Thermoplastic Traffic Markings 5100 8-22.5 550 White Edge Line Paint Stripe $ $ KSP LN FT Per LF 5115 8-22.5 30 Plastic Stop Line $ $ WSDOT LN FT Per LF 5120 8-22.5 1-58 200 Plastic Crosswalk Line $ $ WSDOT SQ FT Per SF 5125 8-20.5 1 Remove and Relocate Existing $ $ KSP EACH Pedestrian Pushbutton Per EA Assembly and Post 132ntl Pedestrian Improvements (North)/Holcomb 11 May 2, 2018 Project Number: 17-3020 Eli m w = o tp �= � : �a3`G��s�JF 9MN g o wow'... Ab pZ lii. 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CITY OF KENT KING COUNTY, WASHINGTON 132nd Ave. SE Pedestrian Improvements (North) (SE 240"' St. to SE 2481" St.) Project Number: 17-3020 ADDENDUM No. 2 May 4, 2018 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: AIL„I,,. CI°IAN IES ARE FIE'I°LECTIED ' :N II1IIED I,- BID OPENING The bid opening has been rescheduled to Thursday, May 17, 2018 at 1:00 IPII4. The City Clerk's office will receive sealed bids until 1.2:45 PIM. END OF ADDENDUM No. 2 Phad�/B—ienenP Date Deputy Director/City Engineer 0 o, .l C N Y n Mayor Dana Ralph, 1 PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 KE'N T Fax: 253-856-6500 WASH IN 0TON PHONE: 253-856-5500 i CITY OF KENT KING COUNTY, WASHINGTON 132nd Ave. SE Pedestrian Improvements (North) (SE 2401" St, to SE 248th St.) Project Number: 17-3020 ADDENDUM No. 3 May 8, 2018 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: AIII...III... CifrlA,lN Ii'S ARE: ICI: FIII 11114 IIRII:113 I — 8ID DER"S DOCUMENTS The following changes are included in the attached Schedule I replacement pages 6 — 9 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 1060 2-03.5 950 920 Roadway Excavation, $ $ WSDOT CU YDS Including Haul Per CY 1080 4-04.5 409 ,500 Crushed Surfacing Top $ $ * KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) I:A345 a}....8�:✓ (J fC tMak.36e Pxx{4c3rt $ d { t Gk:k YC:3S e'er-(Y 7 0 m G OJ Y t7ff Mayor Dana Ralph�N w .. 7��,oR» . ,. ,,,,nN: .,�.a..�� , . ,,. �u..,, , .w , ed..N� ,� �1.— .. .:�, 1 � SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 8 -14,5 880 Perviet.ps-Gerrten�I Genef-ete Kcsrp sc,�-YE�s -sidewalk Per SY 1145 8-14.5 50 920 Cement Concrete Sidewalk KSP SQ YDS Per SY ............ ------------- +21S 8-04--S LOS pervitytm Concrete K&F, L-N-ff" SideweHt-Ctoec-44>ur" fler-LF IIREVISE the bid solicitation date in the Bidder Responsibility Criteria - Certification of Compliance with Wage Payment Statues as follows: The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date May 1.7, 201.8), 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. II - KENT SPECIAL PROVISIONS Page 2-5 - Section 2-13.1 - Description RE SE this section as follows: The excavation and or fill placement required for tie--i t.e to re-estallAish the existing drainage ditch/swale, matching existing side slope, depth and width as directed by the Engineer, shall be performed by the Contractor. The Contractor shall also place 4 inch depth eorrif-m'st topsoil and till it into the native soil and hydroseed. Page 2-5 - Section 2-13.2 - Materials REVISIE this section as follows: Seed Mix A 9-14.2 Garniaest Topsofl Type A ... .............AIAAfg) 914.1(1) 2 Page 2-5 - Section 2-13.3 - Construction Requirements REVISE this section as follows: he Nfled inte to zi depth-of Section 02-4(4-S-)A oaf the Kent-Fq'w al Pravisieits-, The swale shall be seeded in accordance with Section 8-02.3(15)B of the Kent Special Provisions with Mix G wc46&id-grass A in accordance with Section 9-14.2 of the Kent Special Provisions. Page 2-5 - Section 2-13.5 - Payment RIEVISE! this section as follows: The unit contract price per linear foot for "Construct Drainage Swale" shall be complete compensation for all labor, materials, supplies and equipment required to construct the swale including tilling of the compost and anchor plates and posts. The 4_O. rnpe4' topsoil and seeding are included under the appropriate bid items. Bid item is for within 5' of each new culvert (12" pipe) as shown on the plans. Any cfamagi.� to the existing swale by the contractor shall be incidental to HMA Class 1/2", PG 58H-22 bid item 1095 aiid or Pefwous Cement Concrete Sidewalk bid item 1432 1145. Page 7-2 - Section 7-04.5 - Payment T DE1IL,1Il.:,TE the payment description for the following: „Q elz.l€.-4r-a t5A,,arrn-_1`;cmer 2-1 ,181�"g 7(I, la....e... F, ADD the following to the end of this section: Re-estabIlishment of the existing drainage swalle on cullvert: pilpe einds as shown on the plans shalJ11 The covered tinder bid liter 4207 "ConStYLAct Drainage Swale." Page 8-7 - Section 8-01.3(6) -Pervious Concrete Sidewalk Check Dams 113 111.,:M I!:FTE the section in its entirety: shall b<.,s the meet the requirernent-w in afro bori 9 14;5(4) ,-6Q fffll: 141)43F IFnf-^r, 30 m4 PVC fiRer, or as apf:�roved check da flow through-the check dam ballast drainage with,-chr+.-k- dani whemr xhovm on-the-piarm -Trerich 3 Page 8-7 - Section 8-01.5 - Payment DIELErIIE the payment description for the following: linear footfor-',Peiv I I b L-I-rft,�fl sh�. fray for furnasl-wing equifwnent k)r the fuli-wk-Jth-of Wei*- tjjf,-r,-,,heck darns witti Htative other tiX-. during ent.---Perrnea ble-ba I I wit trQ(Jef kit Irr[j9-P -! Bal�cv --bid t r," I '&bN e _086 Page 8-10 - Section 8-02.5 - Payment REVISE the payment description for "Topsoil Type " as follows: The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, firorn the front edge of the walkway to the west tolip of slope of the existing drainage ditch or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. Page 8-13 - Section 8-14.3 - Construction Requirements for Pervious Concrete Sidewalk D IE N ETE this section in its entirety: -Requ iremertt-i 4(w+ 'ottfh coneret,,exsid P.,walit This vvar+ shvill consi 0F -a f'�ervifws ee'rnent concrete sidewRik Ito afl lay the American ('_'Onerflte ekye7unneriLs7 -See copy of Page 8-14 - Section 8-14.5 - Payment RLEVISIl:.,: the payment description for "Cement Concrete Sidewalk RaMD Type SDQCial" and ADD as follows: g_ _tXjjq _p._ggiAj/P per each _jj.j/Y per square yard The unit bid per each or per square yard for the above iitems `"Ge'meot C'enerete Sid P eweik-R&MI 7-"F`yf!Q.5pCN*W' Constitutes complete compensation for all materials, labor, ............ tools and equipment necessary to install cement concrete sidewalks :weir IlKent Standard Plan 6-351M et.rnieotcofwrete ti affie-isfands and wheelchair ramps as 4 w , shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks, and ramps that are disturbed from sidewalk forms; Detectable Warning Surfaces; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Any disturbance to the exlstiiung rlglht: of way outside of the cut and fill limits as a result of the ceirmient concrete sidewallk construction shall) be restored and considered iriciderrntal to tlhis )bid item, Unit price r4iialJ eaiso irnetudeall we'afk rneceessary..ary sk-Je walker-1,aam l Ty Oat-aauca4ietras eaf w x�at rarp,k uaa au pat{tom Dill: ll..11!I'rE the fourth paragraph of this section: gtantraet.err >"null mote Llawu9 am-e-plenrw,�-r.pttle -wvila r:atn(,4k trn r-urns::rr;rrrr rn place. until erntr gee4.°icau'r cr9 the.,.g Nrt r is s.{.,.t.a ve:r:.rr att. #"f r¢s...bid ifen'r shall ln efuu ier a.4l east sasn X-e et atex4 wtra eia� errtowtuuro-rJ t;r<@a watrlPe; # Bone loc atraarrs rerrmbitiza6a a ak"9.t. tawr4e t wow avaah, arf�ad eorufrlE ietfa.atf sidewalk siystear: DElf,.11iii"rE the payment description for "Pervious Cement Concrete Sidewalk." gJne +:aanat e,tarrlt x:t lsrr e sgr;Atn+s* yaacf.p=tsr "'P rviasei C;t^rrrr€ fIt Gk fficretp, t,dgwvq kr a Fihall-@at,...: ull p.roaay for-aill co.afr, of dater, �a.nel- etfuipnwntl aroeta:'essory for fairnisNnfr r n<;,railirtrJ ,a¢=rcl fin4shing tanv..gaeacerue� ernrracrsh examcredctsPrCrvo- p�46 xh tJwt...sea adiaarr staaawrr aror�a tlr< p rai spaticiit`resd herein and-ar -direct:ed bya.thea..,E-ngrnaet:a . -Arty.,alnaarrage-to-the eXi^Mtkine ^tawaa4t, w.r rr rcn, wsdt a f 4lte lac>tvaotas c r.anemnt eorrrret do vwaJJt rr7= kar.aa:t:icaut hwuJJ be r wrnsideeree,f iracFclernf:ai tot JareJ o-teay�.a ..evaalo e;on gu to-m:8renra vrr�r as&vasyq...fa-0pr, eurdsshall-be EevE!F+tvl urwr .�t.fue-teaare9ponndirig Void rlern" III' - APPENDICES Appendix 4 - Specifications for Pervious Concrete Pavement DElLlE ril.., this section in its entirety. Appendix 5 - Prevailing Wages h 11;..P'IL..ACE the Prevailing Wages with the attached. IV - PLANS REPLACE plan sheets 2, 3, 4, 8, 9, 10, 11, 12, 13, 15, 16, 17, 18, and 19 with the attached. Sheet 2: IDELETE bid items 1086 Permeable Ballast, 1132 Pervious Cement Concrete Sidewalk Check Dams and 1215 Pervious Concrete Sidewalk Check Dams. Sheet 3: REVISE Detail B and D to remove Pervious Concrete and Permeable Ballast, Sheet 4: DEII..II!ETIE Pervious Concrete Sidewalk Check Dams Detail CD. Sheet 8: REVISE sidewalk callouts to Concrete Sidewalk Bid Item 1145 ADD wall drain connection to ditch. Sheet 9-13: IREV'JISE sidewalk callouts to Concrete Sidewalk Bid Item 1145. 5 IREIIYlt'.1�Ill check dams. u'1EMOVE Permeable ballast trenches. Sheet 15: II-IEV1'.SE proposed ramp contours. f AIRM) wall drain connection to ditch. ��l:�tt'�.�"E Sheet 16-17: I proposed contours. i Sheet 18-19: [IEVISIE sidewalk callouts to Concrete Sidewalk, END OF ADDENDUM No. 3 Chad Bieren, P.E. Date Deputy Director/City Engineer Attachments: Proposal Pages: Schedule I (pages 6 - 9) Certification of Compliance with Wage Payment Statutes Prevailing Wages Rates and Benefit Codes Plans: Sheet 2, 3, 4, 8, 9, 10, 11, 12, 13, 15, 16, 17 ,18 and 19 6 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT i i 1000 1-09.7 1 Mobilization $ $ WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ $ WSDOT LUMP SUM Per LS 1010 2-02.5 400 Remove Existing Asphalt $ $ KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 70 Remove Cement Concrete $ $ KSP SQ YDS Sidewalk Per SY 1025 2-02.5 180 Remove Cement Concrete $ $ KSP LN FT Curb and Gutter Per LF 1030 2-02.5 100 Remove Existing Extruded $ $ KSP LN FT Curb Per LF 1050 2-02.5 850 Saw Cut Existing Asphalt $ $ KSP LN FT Concrete Pavement Per LF 1060 2-03.5 859 920 Roadway Excavation, $ $ WSDOT CU YDS Including Haul Per CY 1075 4-03.5 3O$ 350 Gravel Borrow, Including $ $ �k KSP TONS Haul and Compaction Per TON ($2.50 Min) * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 132n1 Pedestrian Improvements (North)/Holcomb 6 May 7, 2018 Project Number, 17-3020 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. OUANTITY PRICE AMOUNT 1080 4-04.5 40G 1500 Crushed Surfacing Top $ $ * KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1086 4-(A S 3GG 4,00P(efF lei.ir le-F3rN St $ � 1087 2-09.5 30 Controlled Density Fill $ $ WSDOT CU YDS Per CY 1095 5-04.5 190 HMA Class 1/2", PG 58H-22 $ $ KSP TONS Per TON 1110 5-04.5 310 Planing Bituminous Pavement $ $ KSP SQ YDS Per SY 1125 5-04.5 10 Cold Plant Mix for Temporary $ $ KSP TONS Pavement Patch Per TON f k.32 8 �4 r 98G POP vi�mj"' C,errrien4 f",orle ft,'. $ $ P sad YDS f.:udewv-rflk fr i'..Sy 1133 8-14.5 25 Reinforced Cement Concrete $ $ KSP SQ YDS Sidewalk Per SY 1145 8-14.5 -5G 92O Cement Concrete Sidewalk $ $ KSP SQ YDS Per SY * The description of this bid item is identical to a bid items) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 132otl Pedestrian Improvements (North)/Holcomb 7 May 7, 2018 Project Number: 17-3020 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1155 8-14.5 90 '1 I5 Detectable Warning Surface $ $ KSP SQ FT for Existing Surface Per SF i 1170 8-14.5 3 Cement Concrete Sidewalk $ $ KSP EACH Ramp Type Special Per EA 1205 8-04.5 200 Cement Concrete Curb and $ $ KSP LN FT Gutter Per LF 1210 8-04.5 580 Cement Concrete Extruded $ $ KSP LN FT Curb Type 6 Per LF 1211 8-04.5 110 Pedestrian Curb $ $ KSP LN FT Per LF 1-2*5 804-,5 465 mod: rviotaiGer%ri°ete $ $. S Ai 0 ..9AA1: EiWNtC+ 'alh,...(RtePmh lF'iehiipv'iso pt!"r-k.-,F 1220 7-05.5 1 Adjust Existing Catch Basin $ $ KSP EACH Frame and Grate to Finished Per EA Grade 1225 7-05.5 1 Adjust Existing Manhole Cover $ $ KSP EACH to Finished Grade Per EA 1240 8-20.5 2 Non-skid Junction Box Frame $ $ KSP EACH and Cover Per EA 1269 8-26.5 19 Remove Existing Bollard $ $ KSP EACH Per EA 132n° Pedestrian Improvements (North)/Holcomb 8 May 7, 2018 Project Number, 17-3020 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1270 8-26.5 4 Remove and Relocate Existing $ $ KSP EACH Removable Bollard Per EA I 1285 8-18.5 1 Remove and Reinstall Mailbox $ $ KSP EACH Per EA 1302 8-24.5 3300 Gravity Block Retaining Wall $ $ KSP 3,450 4 Foot and Less in Height Per SFWF SQ FT WALL FACE 1315 8-28.5 6 Pothole Utilities $ $ KSP EACH Per EA 1320 8-30.5 1 Project Sign Installation $ $ KSP EACH Per EA 1326 8-33.5 14 Remove Existing Landscape $ $ KSP EACH Tree (14" to 20") Per EA 1328 8-33.5 7 Remove Existing Landscape $ $ KSP EACH Tree (greater than 20") Per EA Schedule I Total $ 132Id Pedestrian Improvements (North)/Holcomb 9 May 7, 2018 Project Number: 17-3020 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 (May x&j 2.04 :3 May 17, 2018), 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. Bidder's Business Name Signature of Authorized Official* ................................ _..._-------- _...... Printed Name Title Date ....... ........... ..__. _... e C itty 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. 132"e Pedestrian Improvements (North)/Holcomb 24 May 8, 2018 Project Number: 17-3020 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- 05/17/2018 I Trade Job Classification -Wave Holiday Overtime Note bestos,Abatement Workers Journey Level $46.57 5D 1H ilermakers Journey Level $66.54 5N 1C — son y $55.82 5A 1M ck Mason Journe Levelck Mason Pointer-Caulker-Cleaner $55.82' 5A 1M ll4{161Q Sc 'vle<r Fml tctyces Janitor $23.73 55 2F - - — -- - King Build ngLLecvice Dnnploveces Traveling Waxer/Shampooer $24.18 5S 2F King Bvtiit I!? 5rry Window Cleaner (Non- $27.23 5S 2F _ Scaffold) King Buildior Service Emp€ogees Window Cleaner (Scaffold) $28.13 5S 2F King Cabinet Markers (n.Sho Journey Level $22.74 King Carpenters Acoustical Worker $57.18 5D 4C King Carpenters Bridge, Dock And Wharf $57.18 5D 4C Carpenters — — King Carpenter $57.18 5D 4C King Carpenters Carpenters on Stationary Tools $57.31 5D 4C King Carpenters Creosoted Material $57.28 5D 4C King Carpenters Floor Finisher $57.18 5D 4C g - y $57.18 5D 4C Kin Carpenters Floor Layer _ _ Kong Carpenters Scaffold Erector $57.18 5D 4C King Cement Masons Journey Level $57.21 7A 1M King Divers Et_ renders Bell/Vehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) — — King Divers Et Tenders Dive Supervisor/Master $72.97 5D 4C King Divers Et Tenders Diver $110.54 5D 4C 8V King Divers Et Tenders Diver On Standby $67.97 5D 4C King Divers Et Tenders Diver Tender $61.65 5D 4C King Divers 8 Tenders Manifold Operator $61.65 5D _ 4C King Divers Et Tenders Manifold Operator Mixed Gas $66.65 5D 4C King Divers Et Tenders Remote Operated Vehicle $61.65 5D 4C Operator/Technician — King Divers Et Tenders $57.43 5A 4C https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 2 of 18 j Remote Operated Vehicle __......m .. ...... Tender King Dreclgo Workeos Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dreclge Workers Engineer Welder $57.51 5D 3F King Dredge Workers Leverman, Hydraulic $58.671 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F King DrywallAppldcattor Journey Level $56.78 5D 1H King Drywa.lt Tapears Journey Level $57.43 5P 1E King Electrical Fixture Maintenance Journey Level $28.99 5L 1E Workers - ............ _.._. King Electricians - Inside Cable Splicer $76.96 7C 4E King Electricians Inside Cable Splicer (tunnel) $82.24 7C 4E King Electricians - Inside Certified Welder - $74.38 7C 4E King Electrician, - Inside Certified Welder (tunnel) $79.80 7C 4E King Electricians - Inside Construction Stock Person $39.69 7C 4E King Electricians - Inside Journey Level $71.80 7C 4E King Electricians Inside Journey Level (tunnel) $76.96 7C 4E King Electricians MoforS)op Craftsman $15.37 1 King Electricians Motor Shop Journey Level $14.69 1 g p $79.43 5A 4D Kin Electricians Cable Splicer _ Construction King Electricians - Powerline Certified Line Welder $69.75 5A 4D Construction - King Electricians - Powerline Groundperson $46.28 5A 4D Construction - King Electricians - Powerline Heavy Line Equipment $69.75 5A 4D Construction Operator - King Electricians - Powerline Journey Level Lineperson $69.75 5A 4D Construction King Electricians - Powerline Line Equipment Operator $59.01 5A 4D Construction King Electricians - Powerline Meter Installer $46.28 5A 4D 8W Construction King Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction King Electricians - Powerline Powderperson $52.20 5A 4D Construction - King.._ Electronic Technicians Journey Level - $31.00 1 King Elevator Constructors Mechanic $91.24 7D 4A King Elevator Constructors Mechanic In Charge $98.51 7D 4A King Fabricated Precast Concrete All Classifications • In-Factory $17.72 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Fla ers Journey Level _ $39.48 7A 31 King Glaziers Journey Level _ Y $61.81 7L 1Y https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 3 of 18 King Hear& Furst Insulators And Journeyman $67.93 5J 4H JAsbestos WoR kern - _...._ ........ .....- - King Keating F(LLujpaip dhe€harucs Journey Level $78.17 7F 1E King Hod Carriers Et Mason Tenders Journey Level $48.02 7A 31 King Industrial.Power Vacuum Journey Level $11.50 1 Cleaner King Inland Boatmen Boat Operator $61.41 5B 111KK King Inland Boatmen Cook $56.48 5B 1K -_.- - -......... King In land.Boatmen Deckhand $57.48 5B 1K King Inland Boatmen Deckhand Engineer $58.81 5B 1K King Inland Boatmen Launch Operator $58.89 5B 1 K -. ......_ -..-........__ - King Inland Boatmen Mate $57.31 5B 1K King Inslaectioro/Clearrtrt/Sel'iig Cleaner Operator, Foamer - $31.49 1 Of>�Sewcr Ft Watep Systems By Operator Remote Control King 1nspection/Cloanmg/Sealing Grout Truck Operator - $11.50, 1 - Of Sewed tk Water Sy tems By Remote Control King iLispectiori/Ctcaaiing/Setitiiig Head Operator $24.91 1 Of Sewer Et Water Systems By Remote Control King Inss'tsect loll lGleagil -.aL�rtg Technician $19.33 1 Of Sewer' Er Watet S sterns_By Remote Control King Ins�,"c[i rt�CteagLgp/S(aAir� Tv Truck Operator $20.45 1 Of Sewer Et Water S sy terns py, Remote Control King drIsulatior Ap hcators Journey Level $57.18 5D 4C King Ironworkers Journeyman $67.88 7N 10 King Laborers Air, Gas Or Electric Vibrating $46.57 7A 31 Screed King Laborers Airtrac Drill Operator $48.02 7A 31 King Laborers Ballast Regular Machine $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 King Laborers Cement Dumper-paving $47.44 7A 31 King Laborers Cement Finisher Tender $46.57 7A 31 King Laborers Change House Or Dry Shack $46.57 7A 31 King Laborers 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 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 4 of 18 King labores_s iChuck Tender $46.571 7A 31 King Laborers Clary Power Spreader $47.44 7A 31 j King Laborers Clean-up Laborer $46.57 7A - 31 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 - ................. King Laborers Curin ............... .... _d.. - -..........- King Laborers Demolition: Wrecking Et $46.57 7A 31 Moving (inct. 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 Fatter Et 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 7A w_. _..... King Laborers Gabian Basket Builders $46.57 7A 31 King Laborers General Laborer $46.57 7A 31 -. .._............. -.... - - - . .......-- King Laborers Grade Checker Et 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 $48.021 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 https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 5of18 King Laborers Motorman dinky Locomotive $47.441 7A 31 King Laborers _ Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $47.44 7A 31 King Laborers Pilot Car $39.48 7A 31 - - ------- King Laborers Pipe Layer Lead $48.02 7A 31 King Laborers Pipe Layer/tailor $47.44 7A 31 King Laborers Pipe Pot Tender $47.44 7A 31 King Laborers Pipe Reliner $47.44 7A 31 King Laborers _ Pipe Wrapper $47.44 7A 31 - King Laborers Pot Tender $46.57 7A 31 King Laborers Powderman $48.02 7A 31 King Laborers - Powderman's Helper $46.57 7A 31 King Laborers Power Jacks $47.44 7A 31 - King Laborers Railroad Spike Puller - Power $47.44 7A 31 King Laborers Raker - $48.02 7A As halt _ -p 31 King Laborers Re-timberman $48.021 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 Laborers Rodder $47.44 7A 31 King Laborers Scaffold Erector $46.57 7A 31 7 King Laborers Scale Person $46.57 7A 31 King Laborers Sloper (over 20") $47.44 7A 31 King Laborers Sloper Sprayer $46.57 7A 31 King Laborers Spreader (concrete) $47.44 7A 31 King Laborers Stake Hopper $46.57 7A 31 King Laborers Stock Piler $46.57 7A 31 King Laborers Tamper Et Similar Electric, Air $47.44 7A 31 Et Gas Operated Toots King Laborers Tamper (multiple 8 Self- $47.44 7A 31 propelled) King Laborers Timber Person - Sewer $47.44 7A 31 (lagger, Shorer & Cribber) King Laborers Toolroom Person (at Jobsite) $46.57 7A 31 -._ - - King Laborers Topper $46.57 7A 1 31 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 $46.571 7A 31 King Laborers Tugger Operator $47.44 7A 31 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 6 of 18 King Laborers Tunnel Work-Compressed Air $92.60 7A 31 ....., Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $97.63 7A 31 Worker 30.01-44.00 psi King Laborers. Tunnel Work-Compressed Air '$101.31 7A 31 8S Worker 44.01-54.00 psi King Laborers _Tunnel Work-Compressed Air $107.01 7A 31 Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $109.13 7A 31 Worker 60.01-64.00 psi m King Laborers Tunnel Work-Compressed Air $114.23 7A 31 Worker 64.01-68.00 psi - ._.._.__..._..... .. _........ _.. King Laborers Tunnel Work-Compressed Air $116.13 7A 31 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 8S Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $48.12 7A 31 M Tender King Laborers Tunnel Work-Miner $48.12 7A 31 King 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 Labgr€.rs - UndeL&L2rrnd Sewer 'General Laborer 8 Topman $46.57 7A 31 Et Water King Lahcarcrs Underground Sewer Pipe Layer $47.44 7A 31 8 Water King Larlelsc<atae,C,anstioction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Corr:structigri Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $56.781 5D 1H King Marble Setters Journey Level $55.92 5A 1M King $15.86 1 King Metal..Fab ricaatioi In Sl10pj Laborer $11.50 1 King Metal FabricationLLShepj Machine Operator $13.04 1 King Metal Fataricatign {tn SI1ga Painter $11.50 1 King Metal Fabr,rcation (In Shop). Welder $15.48 1 King Millwright Journey Level $58.68 5D 4C --- -- King Modgtar Buildings Cabinet Assembly $11.56 1 King Modular Btartdngs Electrician --$11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 7 of 18 i _ _....- _.m.......... King Modular Buildings Production Worker $11.50 1 King Modular BLildings Tool Maintenance $11.56 1 _....3 _-___ -_ v§, --- Kin Modular Build'irar+s Utility Person $11.56 1 King Modular Bu9ldings Welder $11.56 1 ....--- _ - King Painters Journey Level $41.60 6Z 2B King Pile Driver Crew Tender $52.37 5D 4C Kin Pile Driver - g Hyperbaric Worker - $71.35 5D 4C Compressed Air Worker - - 0-30.00 PSI King Pile Driver Hyperbaric Worker - _yp $76.35 SD 4C Compressed Air Worker 30.01 - 44.00 PSI King Pilepriver Hyperbaric Worker - $80.35 5D 4C Compressed Air Worker 44.01 - 54.00 PSI King Pile.,Driver Hyperbaric Worker - $85.35 SD 4C Compressed Air Worker 54.01 - 60.00 PSI King Pile Driver Hyperbaric Worker - $87.85 SD 4C Compressed Air Worker 60.01 - - 64.00 PSI King Pile Driver Hyperbaric Worker - $92.85 5D 4C Compressed Air Worker 64.01 68.00 PSI King Pile Driver Hyperbaric Worker - $94.85 5D 4C Compressed Air Worker 68.01 - _ 70.00 PSI King Pile Driver Hyperbaric Worker- $96.85 5D 4C Compressed Air Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - $98.85 SD 4C Compressed Air Worker 72.01 74.00 PSI King Pile Driver Journey Level $57.43 5D 4C _- _5D-. ---4C King Plasterers Journey Level ' $54.89 7� 1R King Playground Ft Park Equipment Journey Level $11.50 1 Installers King Plurnbers ft PdtaratiLters Journey Level $81.69 6Z 1G King P_o_wer Eguiunient Operators Asphalt Plant Operators $60.49 7A 3C� 8P King Power Eguilamertk 0 r8 altars Assistant Engineer $56.90 7A 3C 8P King Power Equipment Opie[Etors Barrier Machine (zipper) $59.96 7A 3C gP King Batch Plant Operator, $59.96 7A 3C 8P Concrete King Power Equll)rrrE r1t Operators Bobcat $56.90 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $56.90 7A 3C 8P Equipment - - King Power Egr�sment 011ei ators Brooms $56.90 7A 3C 8P _ _. ............ - ---._- King Rawer Equipmenterators Bump Cutter $59.96 7A 3C 8P King I Power�uipment Operators Cableways $60.49 7A 3C 8P King, Power Equipment_Operators Chipper $59.96 7A 3C 8P https://fortress.wa.gov/Ini/wageIookup/prvWageIookup.aspx 5/7/2018 Page 8 of 18 King PawerEc pitrme�rrt gammt_ Compressor $56,90� 7A 3C 8P --— — —. King PdA Equipment Operators, Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over _ 42 M King Power Ecari oaerl atars Concrete Finish Machine -laser $56.90 7A 3C 8P Screed King Pawei E uiLp Yik V1t gporxat, u�s Concrete Pump - Mounted Or $59.49 7A 3C 8P� Trailer High Pressure Line Pump, Pump High Pressure. King Power Equiprwrent orators Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42m g ___._..... .n..vey $59.49 mm.... Kin Power t:ctiti nlcdnt Operators Conveyors 7A 3C a King Power Eoui ament Operators Cranes Friction: 200 tons and $62.33 7A 3C 8P over — — — King Power EcJuiprnellt Operators Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Tons With Attachments King Pt'rwep Ecluo,pu teat Operators Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) _ King Power Ec�ui pmentOperators Cranes: 200 tons- 299 tons, or $61 721 7A 3C 8P 250' of boom including jib — — with attachments King Power E.Qq pmenl q, up_TI2rs Cranes: 300 tons and over or $62.33 7A 3C 8P 300' of boom including jib with attachments King Power E up laniprtk Ofar ratras Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Pnwer Cc�u{prrggnl. Op t'gr_s_ Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under — King _Power CguitpMent Operators Cranes: Friction cranes $61.72 7A 3C 8P through 199 tons — King Power Equiprxiertit q ratrn5 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 Power Egrripnrent grreratai°s Deck Engineer/deck Winches $59.96 7A 3c 8P� (power) King Power Eou�prnent Operators Derricks, On Building Work $60.49 7A 3C 8P ... — —........._..W King Bawer EcLi meat Operators Dozers D-9 ii Under $59.49 7A 3C 8P King Power .clujpjLterlt 0(peraCors Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Or Crane Mount King Power Ectuipnir;rik Operators Drilling Machine $61.10 7A 3C 8P King Ppwyer EE q ui 2MMLQgf�,,ttirs Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Power Equp�rnerJptpperators Finishing Machine, Bidwell $59.96 7A 3C 8P And Gamaco E Similar Equipment King Poytq[_Eytiip e Operators $59.49 7A 3C 8P https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 9 of 18 Forklift: 3000 Lbs And Over With Attachments King Power E_clOpment Operators Forklifts: Under 3000 Lbs, $56.90 7A 3C 8P With Attachments — King Power Equip lel7t pperatprs Grade Engineer: Using Blue $59.96 7A 3C 8P Prints, Cut Sheets, Etc King PDwf.rEouiDMent Operators Gradechecker/stakeman $56.90 7A 3C 8P King Power Equipment Operators Guardrail Punch _ $59.96 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $60.49 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King power Equip Tent Operators Hard Tail End Dump $59.96 7A 3C 8P Articulating Off-road Equipment Under 45 Yards _.... .........m.........................................n......... ......� King Power Equnornent Operators Horizontal/directional Drill $59.49 7A 3C 8P Locator _mmm.... _m King Power EaurDment Operators Horizontal directional Drill $59.96 7A 3C 8P Operator King Power'-Et1urprt3ew¢ O er_ators Hydralifts/boom Trucks Over $59.49 7A 3C 8P 10 Tons King Power EguipmenLqperators Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Tons And Under King Power EQLIip nent QLtratator.s Loader, Overhead 8 Yards. Et $61.10 7A M3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $60.49 7A 3C 8P But Not Including 8 Yards — King Power Equipment pL�eraters Loaders, Overhead Under 6 $59.96 7A 3C 8P Yards King Power Ecwmment Operators Loaders, Plant Feed $59.96 7A 3C 8P King Power Ea0ipn1erlt tJ's9 eratgrs Loaders: Elevating Type Belt $59.49 7A 3C 8P King Power tarrn EgGa e,nt Operators Locomotives, All $59.96 7A 3C SP King Power Equipment Operators Material Transfer Device $59.96 7A 3C SP — — King Pawer Egrai rrrt lent operators Mechanics, All (leadmen - $61.10 7A 3C SP $0.50 Per Hour Over — — — _ Mechanic) King Power Ecluit men1: Oper<t,ars Motor Patrol Graders $60.49 7A 3C SP King Power, cduigrncnt CergtDS Mucking Machine, Mote, $60.49 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power LqujLment Qppraj2L Oil Distributors, Blower m $56.90 7A 3C 8P Distribution Et Mulch Seeding Operator King Pawer EgOpnieiQ Opx raLors Outside Hoists (elevators And $59.49 7A 3C 8P Manlifts), Air Tuggers,strato — ......... —...— — King Power f qui dentper Oators Overhead, Bridge Type Crane: $59.96 7A 3C SP 20 Tons Through 44 Tons King Row er..Equigm,n pper'ators Overhead, Bridge Type: 100 $61.10 7A 3C 8P Tons And Over — King Power EatliWleot Operator's Overhead, Bridge Type: 45 $60.49 7A 3C 8P _ Tons Through 99 Tons King Pc)wer Equipment pperators Pavement Breaker $56.90 7A 3C SP https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 10 of 18 King Ei(a�n�ELEJCLli ment Operators Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) King Power ECIL.J ipulgritOoer a t W S, Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P King Eqtoi E j pj�ient orators Posthote Digger, Mechanical $56.90 7A 3C 8P _g�L Op Power E cl u i p i�:e7r t Operators Power Plant 7A 3C SP King o $56.90 King Eqwgr Equipment Operators Pumps - Water $56.90 7A 3C 8P King Power E uipinentLO)qLator Quad 9, Hd 41, D10 And Over $60.49 s 7A 3C SP _ _L _ — King Power-ficluiprnerft Operators Quick Tower - No Cab, Under $56.90-.- 7A 3C 8P 100 Feet In Height Based To Boom King Remote Control Operator On $66.49 7A 3C 8P Rubber Tired Earth Moving Equipment King aqwcr Equflplent-gpel ators Rigger And Beth-nan $56.90 7A 3C SP ........... King power LcjgjpMgRt_Opereatars Rigger/Signal Person, Be[rnan $59.49 7A 3C 8P (Certified) King Power Fqu Roltagon $60.49 7A 3C SP King Power CcitiiprM ent Oyerators Roller, Other Than Plant Mix $56.90 7A 3C 8P, King Power PpfjAtprs Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P !Materials King Power Eqyj�nrc t Opi not Roto-mill, Roto-grinder $59.96 7A 3C 8P King Power Fq prnent Operators s Saws - Concrete $59.49 7A X 8P King Power EquipriTnt Operators Scraper, Self Propelled Under $59.9-6 7A 3C 8P 45 Yards King Power uri-EIK?Dt 0 iatorsy Scrapers - Concrete EL Carry $59.49 7A X 8P All ..................... King Power E tjpmen 0 yera ors Scrapers, Self-propelled: 45 $60.49 7A X 8P .............. Yards AndOver ........ King Powa r E ui meaart Operators Service Engineers - Equipment $59.49 7A X 8P King iPo�g�E ent 0 eLatqLs Shotcrete/gunite Equipment $56.90 7A 3C 8P King Power LqiuiLLiL1gLnt Operators Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. .... ......... —--------..- King Power Shove(, Excavator, Backhoe: $60.49 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Ep rnentOperators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Ecuj�pnnenL Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Poyq,'r EqqjL)LT1LfLt 022Lat L)r Shovel, Excavator, Backhoes: $61.72 7A X 8P Over 90 Metric Tons King Power E Slipform Pavers $60.49 7A 3C 8p-.. King Power Lyjent_ppgLator_s Spreader, Topsider a $60.49 7A 3C 8P Screedman King Power Eakijpnnerut Operators Subgrader Trimmer $59.96 7A 3C 8P King Power Tower Bucket Elevators 59 49 7A 3C SP K.King tors Tower Crane Up To 175' in $61�10 TA 3C 8P Height Base To Boom https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 11 of 18 King Power Equipment 0 erg ators Tower Crane: over 175' $61.72 7A 3C 8P Ito through 250' in height, base boom King PDwecwE Ly p nent Operators Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom King Power Equipment Operators Transporters, All Track Or $60.49 7A 3C 8P Truck Type .. ................ _. —.. �... _... King Powerr Equipment Opermors Trenching Machines $59.49 7A 3C 8P King Power Eggj e k OLe raR.v1`s Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Tons And Over King Power Ec1UiDo ent Ogerators 'Truck Crane Oiler/driver $59.49 7A 3C 8P Under100 Tons King Power Equipment Operators Truck Mount Portable $59.96 7A 3C 8P Conveyor King Powerfgtu!j mentOperators_ Welder $60.49 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C 8P KingM Power I qu r p me?itl Operato rs Yo Yo Pay Dozer $59.96 7A 3C SP King Power Equipment Operators- Asphalt Plant Operators $60.49' 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $56.90 7A 3C 8P Underground Sewer E Water — King Power Ei: igment Operators_ Barrier Machine (zipper) $59.96 7A 3C 8P underground Sewer fft Water King Power Equipment Operators- Batch Plant Operator, $59.96 7A 3C 813 Underground Sewer E Water Concrete King Power Equipment Operators_ Bobcat $56.90 7A 3C 8P Undereround Sewer E Water King Pourer Equipment Operators_ 'Brokk - Remote Demolition $56.90 7A 3C 8P Under mend Sewer Ex Water Equipment King PowverltrarnentOgciat?rs- Brooms $56.90 7A 3C 8P Un erswrouLi l Sewer fft Water King oweie Eq(r nmont Otser'atocs Bump Cutter $59.96 7A 3C 8P Underground Sewer_EtWater King Poweu`,Equiymeot Operators- Cableways $60.49 7A 3C 8P Underground Sewer Ft„Water — — King Pow Ecimorneat Operators• Chipper $59.96 7A 3C 8P Undc@Y er8rgttrid Seaver & Water King Power Equipment Operators- Compressor $56.90 7A 3C 8P Underground Sewer tt Water — King Power Ecpment Oatprs Concrete Pump: Truck Mount $60.49' 7A 3C 8P Unick,E .round Sewer E[Water With Boom Attachment Over 42 M King Power Equipment Orators_ Concrete Finish Machine -laser ' $56.90 7A 3C 8P UndP_ii Found Sewer Et Water 'Screed — King Power, .jut[ament Oper_aRom- Concrete Pump - Mounted Or $59.49 7A 3C 8P tlncljgeound Sewer E Wager Trailer High Pressure Line Pump, Pump High Pressure. King POw('rr' ..guipnlent Operators Concrete Pump: Truck Mount $59.96 7A 3C 8P Uraeler°a,r2utjqSewer ra Water With Boom Attachment Up To 42m King Conveyors $59.49 7A 3C 813 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 12 of 18 Powe EguipmeiiLoperators- UndgjgLqmnLd.Sewer a Water King Pgw r EE ut tme fill Oej2¢r_s.- Cranes Friction: 200 tons and $62.33 7A 3C 8P 2Edcartzrounc Sewd*r Et +Niter over King Power Etc a prTLcrrt aver<ntoas. Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Underround Sewer tt Water Tons With Attachments King Poweu ErtLnpment Opeu'at ar's- Cranes: 100 Tons Through 199 $61.10 7A 3C 8P U+ 9e rgomaunci,5Ftwr,r_ft Wateo Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Cdlturprrrent Operrltd)rs Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P Ud7clg_rgrat,u7d Sewer Ft Water 250' of boom including jib — — with attachments King power EtLLnDrnent Operators Cranes: 300 tons and over or $62.33 7A 3C 8P Undcn'g azund Sgwer Et Water 300' of boom including jib with attachments . .. ,. King Power Ee GteraLoLss- Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Underground Sewer 13 Water Tons, Under 150' Of Boom (mcluding Jib With Attachments) _....... King Prrwd=r Ecuuipment Operators- Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under round Sewer & Water Under King Power Ega{ayment Operators- Cranes: Friction cranes $61.72 7A 3C 8P gluder f Mind Sewer tg Water through 199 tons King Fqc yer-Egwprnaent Qgecators- Cranes: Through 19 Tons With $59.49 7A 3C 8P Underground Sewer a Water Attachments A-frame Over 10 Tons King Power_Eluiprr7en�O�ratars Crusher $59,96 7A 3C 813 Underground Sewer Ft Water King Powep_E-eTuipn e! Operators Deck Engineer/deck Winches $59.96 7A 3C 813 Underground Sewer Et Water (power) King Power gggjp c nt Operators- Derricks, On Building Work $60.49 7A 3C 8P Underground Sewer Et Water King Power Eguit)n le.nt perEilrnrs Dozers D-9 Et Under $59.49 7A 3C 8P Underground Sewer Et Water King Power Lglgl?ment Operators- Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power_Cqurpnnegt Operators- Drilling Machine $61.1C 7A 3C 8P Underground Sewer Et Water King Power Eouipment Operators- Elevator And Man-lift: $56.90 7A 3C 8P Underground.Sewer & Water 1 Permanent And Shaft Type King Power Eouippment Operators- I Finishing Machine, Bidwell $59.96 7A 3C 8P Undergrounnd Sewer Et Water And Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $59.49 7A 3C 8P Underground Sewer Q Water With Attachments King Power E edi ar ent Operators- Forklifts: Under 3000 Lbs- $56.90 7A 3C 8P rUncerPround Sower Et Water With Attachments King PowE-rr EdUu9fnt Operators- Grade Engineer: Using Blue $59.96 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Er Lm nt Operators Gradechecker/stake man $56.90 7A 3C 8P M Underground Sewer a Water https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 13 of 18 King r@Coar Guardrail Punch $59.96 7A 3C 8P WaterUnda ewer Et King Power Eq — nt Operators- Hard Tait End Dump $60.49 7A 3C 8P ._u_ Underground A.Water Articulating Off- Road Equipment 45 Yards. & Over King Pow-er-FcLuipoienLOperators- Hard Tait End Dump $59.96 7A 3C 8P Undergro und Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Horizontal/directional Drill $59.49 7A 3C 8P Underground Sewer Et Water Locator King Power Horizontal/directional Drill $59.96 7A 3C 8P !Lne� round Sewer Et water Operator .......... King Lower CcrrrtarnenWrDcralci sY Hydratifts/boom Trucks Over $5�49 7A 3C 8P Underground Sewer B Water 10 Tons King Powcwr Eclaripment Operators- Hydratifts/boom Trucks, 10 $56.90 7A 3C 8P l)nde1:ff0Un(J Sewer Et Water Tons And Under King LatqE Equj.)rnent O�eLrators- Loader, Overhead 8 Yards. EL _$61.10 7A 3C 8P Underground Sewer Ft Water Over ........... ......... King Eowe�_Fgujp nent Operators- Loader, Overhead, 6 Yards. $60.49 7A 3C SP Underground Sewer Et Water But Not Including 8 Yards King Lowe Ec.lqi e[jt 0 j Loaders Overhead Under 6 $5996..LZqi._ j.Tators� , . 7A 3C 8P_ — — — Underground Sewer Et Water Yards King Power EqpipqikL�t_�2 E)el Lat o r s- Loaders, Plant Feed $59.96 7A 3C 8P Unidprq grOUnd SewerEt Water—. King Power Eguipment Operators-_ Loaders: Elevating Type Belt $59.49 7A 3C 8P 11 nder Lo.tLrjdLSewei Ei Water King PowerEq ptLators.. Locomotives, All $59.96 7A 3C 8P Undergr ound Sewer Et Water King PowerEgnigment Qpe:rators- Material Transfer Device $59.96 7A 3C 8P Underground Sewer Et Water --�F_ 8P King Powo Egulinig2tOpq�i_a�orl- Mechanics, All (teadmen - $61.10 7A Underground Sewer 8L Water $0.50 Per Hour Over Mechanic) King Power Equipment ODeritors- Motor Patrol Graders __$60.49 7A 3C 8P King Power Equipment Oa4fr°Mors- Mucking Machine, Mote, $60.49 7A 3C 8P UnCJrUr' and Sewer ft Water Tunnel Drill, Boring, Road Header And/or Shield King agYnI Equipment Operators- Oil Distributors, Blower _$56,90 7A 3C 8P Qn20ef9rqqntt..Sewer Et Water Distribution Et Mulch Seeding Operator King Lower EALijament Operators- Outside Hoists (elevators And $59.49 7A 3C 8P Underground Sewer Et Water Mantifts), Air Tuggers,strato King Power Equipment Ope tors- Overhead, Bridge Type Crane: $59.96 7A 3C 8P jj�!I�jSewer Et Water 20 Tons Through 44 Tons King Lower Equipment 0p- aor - Overhead, Bridge Type: 100 $61.10 7A X 8P UndV gfound Sewc-,r ft Water Tons And Over King Power Eotnprrrent Operators- Overhead, Bridge Type: 45 $60.49 7A 3C 8P Underground Sewer EL Water Tons Through 99 Tons King RqVerF menLQ2gLqtoi s- Pavement Breaker 7A 3C 8P Aop $56.90 Underground Sewer ft Water King 7A 3C 8P https://fortress.wa.gov/Ini/wageIookup/prvWageIookup.aspx 5/7/2018 Page 14 of 18 Power Equipmei Operators- Pile Driver (other Than Crane Underground Sewer ft Watvl._. Mount) King Po-wer-EclujiLrnent Operators- Plant oiler - Asphalt, Crusher $59.49 7A, 3C 8P Underground Sewer EL Water King Powor E Lfi rRontOpprators- Posthole Digger, Mechanical $56.90 7A 3C 8P Underground Sewer Et Water King L(am._fq!-.npment Operators- Power Plant $56.90 7A 3C 8P _Underground Sewer Et Water King Power EcLLijjiLip,IL r?Ltors- Pumps - Water 7A X 8P Qp��_ _ $56.90 Underground Sewer Fi Watef King PowerEquipment.Opg..rators- Quad 9, Hd 41, DI 0 And Over $60.49 7A 3C 8P Q�nderqLguljcjSewer ti Water King Power Earrionient Operators: Quick Tower - No Cab, Under $56.90 7A 3C 8P Underground e�t.�ew R Water 100 Feet In Height Based To Boom King power E g�jjiprn ejjt.Qj2LrLi!o i s- Remote Control Operator On $60.49 7A 3C 8P Under&LoLlnd Sewer ft Watel Rubber Tired Earth Moving Equipment .......... King Power ijt�Lt OfLerators- Rigger And Bellman 7A 3C 8P _Lgjj!jpL _ _ $56.90 Underground Sewer Et Water King ,j meet.Q pf.r a tpLs-. Rigger/Signal Person, Bellman $59.49 7A 3C 8P Underground Sewer ft:Water (Certified) ............. King Powo E,ui mqnt ?j�e oa-. Rottagon 7A 3C 8P K�L $60.49 Undergoround Sewer Et Water -King !LqwcjL �%L jjjpgjentOper ators- Roller, Other Than Plant Mix $56.90 7A X 8P Underground_Sewer Et Water King Power Equipment Operators-r Roller, Plant Mix Or Multi-lift $59.49 7A X 8P Underground Sewer Fi Water Materials ---- - ---------- -- -------------------- King Power Equipment 0 rotors- Roto-mill, Roto-grinder $59.96 7A 3C 8P Underground - rpq_ Sewer Ft Water King ?qwcrE u pjnent Operators Saws - Concrete $59.49 7A 3C 8P Under round Sewer Et Water King Powe-Eguupmert Operators Scraper, Self Propelled Under $59.96 7A 3C SP Urudergraunct Sewer 8 Water 45 Yards King Power n Lq ulp iS! Operators- Scrapers - Concrete Ft Carry $59.49 7A 3C 8P A�!IL_ _ Underground Sewer Ft Water All King Power E- Apment Operators- Scrapers, Self-propelled: 45 $60.49 7A 3C 8P qk Underground Sewer a:Water Yards And Over ...................— King L�nm2j..LciwnaLeot Operators- Service Engineers - Equipment $59.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Ft Water. ......................... King ?-Qwcr E�qqjp!)qv.ntDgL�Llp t2LI-. Shovel , Excavator, Backhoe, $59.49 7A 3C8P — — — Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power EguiQyientp ereltqrj-. Shovel, Excavator, Backhoe: $60.49 7A X SP Under round Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power EC]UiDment Operators- Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons Tin7gPower E u! mentOoeratois- $61.10 7A IC 8P Underground Sewer ft Water https://fortress.wa.gov/1ni/wagelookup/prvWagelookup.aspx 5/7/2018 Page 15 of 18 Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons King Power_ Egg-lLn rrk Onerat rs Shovel, Excavator, Backhoes; $61.72 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons _._..._. King Power Equipment Opci'atoir's Shpform Pavers $60.49 7A 3C 8P Udder rorrnd Sower Et WpkC'r` _ _ King (lower CqulEnienk Operators_ Spreader, Topsider Et $60.49 7A� 3C� 8P Under round Sewer Ei Water Screedman King Power [guiparng,rtt Operators- Subgrader Trimmer $59.96 7A 3C 8P Underground Sewer Et Water King Power Eguipme_nt_Qperators_ Tower Bucket Elevators $59.49 7A 3C 8P Underground Sewer Et Water King Power EClu1p¢tteitt Opp j''i toffs- Tower Crane Up To 175' In $61.10 7A 3C 8P Undergrcund.Sewer Ex Water Height Base To Boom King Power Equipment Operators Tower Crane: over 175' $61.72 7A 3C 8P UrrdL rourkd Sewer Et Water through 250' in height, base to boom --.._. .._.._..._......... King Power Equipment Operators- Tower Cranes: over 250' in $62.33 7A 3C 8P Underground Sewer Et Water height from base to boom King Bower Equipment O(acz at,arms,- Transporters, All Track Or $60.49 7A 3C 8P thnder '(Uwld_Seweo Et Water' Truck Type King Power Equipment Operators- Trenching Machines $59.49 7A 3C 813 Ur de Lq_LAgrl Sewer Er Water King PoweK_Egmp. ent Operator's- Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Qr1del° round$ewer S Water Tons And Over King Power. uiptLq ni Opgrators Truck Crane Oiler/driver $59,49 7A 3C 8P Underground Sewer Et Water Under 100 Tons King Powt F urpnent„Operators- Truck Mount Portable $59.96 7A 3C 8P Underground Sewer 8 Water Conveyor King Powj& Lgui l ent Operators Welder $60.49 m 7A 3C 8P Underground Sewer Et Water King Power E ucy rm�nt O�aerEytor�s Wheel Tractors, Farman Type $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $59.96 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $50.02 5A 4A Trimmers King Power Line Clearance Tree Spray Person $47.43 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $50.02 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $44.64 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.67 5A 4A Trimmers King Refrigeration Er Air Journey Level $77.86 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $55.82 5A 1M King Residential Carpenters Journey Level $28-70 1 King Residential Cement Masons Journey Level $22.64 1 https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 16 of 18 Kin kR(nidendal D�wall Journey Level $42.86 5D 4C g W_ Apph@tprS King Rcsident _[7@ywaH fa i's Journey Level $57.43 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $41.05 7L 1H King Residentiallnsutation Journey Level $26.28 1 AJVhcators King Residential Laborers Journey Level $23.03 1 _._.._... ._. _ . - King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers Et Journey Level $34.69 1 Pipe'titters_ ............._ - King Residential Refr'aaeraripn Et Air'Journey Level $77.86 62 1G Cpndit unit g 4iectuslnies - - .-...._ __............_..... .. ------------------- ------...-- King Residential,Sheet Metal Journey Level (Field or Shop) $44.56 7F 1R Workers King Residential Soft Floor Lo ayers Journey Level $47.61 5A 31 g _ y -- $46.58 5C Kin Resudoratial SptinkPei Fitters Journe Level 2R- tlrdre Prc tec;tion) King Residential_Stone Masons Journey Level $55.82 SA 1M King- Residential Terrazzo 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 $51.02 5A 3H King Roofers Using Irritable Bituminous $54.02 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $78.17 7F 1 E King Shipbuilding D 5hiP_RePAjr Boilermaker � $43.31 7M 1H King Shipbuilding & Ship Repair Carpenter $41.06 7T 2B King Shipbuilding Et Ship Repair Electrician $42.07 7T 4B King Shi)buil(m Et Ship Re1)ai' Heat Et Frost Insulator $67.93 5J 4H �.__-- ----------- _ ..- King Sf�)buir dnrig Et Ship Repair Laborer $41.99 7T 4B Kiang, Shipbuilding Et Ship Repair Machinist $42.00 7T 4B King Shhi buildin SPii Rey)aii Operator $41.95 7T 4B King Shiohruildiny., It Ship Repair Painter $42.00 7T 4B King 5hi()btilldins kt shin Rcg) ir Pipefitter $41.96 7T 46 - 4B - King Shipbutlding Et Ship Repair Rigger $42.05 7T 4B King ShrphtarPdrn�.,Ee Stii . Rir Sheet Metal $41.98 7T 4B King Shipbuilding & Ship Repair Shipfitter $42.05 7T 4B King Shff building a ShL) RpmV Trucker $41.91 7T 4B King Shrpbuilding.a Ship Repair Warehouse $41.94 7T 4B -------------- King Shi)l t�t4di a£'t5 Repair Welder/Burner $42.05 7T 4B - King Simrrn Makclrs £t installers Sign Installer $22.92 1 jElectrica l King Sian Maker's Etlnstallers Sign Maker $21.36 1 (Electrical) https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 17 of 18 King .5j9r7 Makers C¢ Installers dNon- Sign Installer $27.28 1 Electnral .......min ......... King S,ign_Makers_& Installers tNon-_ Sign Maker $33.25 1 Electrical King Soft Floor Lavers Journey Level $47.61 5A 3J ---- ...min.. .. _......... King Solar Controls-For Windows Journey Level $12.44 1 King Sprinkler Fitters Fire Journey Level $75.64 5C iX Protection) King StagL Rigging Wechp tics_LNon Journey Level $13.23 1 Structural) King Stone Masons Journey Level $55.82 5A 1M King Slrec Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $59.49 7A 3C 8P Surveyor — King Surveyors Chainman $58.93 7A 3C 8P ......._—..._.....—.....- King Sur`vewois Construction Site Surveyor $60.49 7A 3C 8P King Telecommunication_ Journey Level $22.76 — 1 Technicians King Telphone,Line Construction - 'Cable Splicer $40.52 5A 2B Outside King TcleL]hr o,,,Ling= Construction -- Hole Digger/Ground Person $22.78 5A 2B Outside King 1lgLkgl'hone.-Line_Constr'uctian - Installer (Repairer) $38.87 5A 2B Outside —_ ..... King Telc>a9 one L,u1e Ca7otat:ructiorr - Special Aparatus Installer 1 $40.52 5A 2B Outside ....... ........ King Telephone Lnj (:onstaJ&ction -- Special Apparatus Installer II $39.73 5A 2B Outside g _e Construction..-_, Telephone Equipment $40.52 5A 2B Kin 1"tle�honeLine Outside Operator (Heavy) King 7eieuF otte Lute Construction - Telephone Equipment $37.74 5A 2B Outside Operator (Light) King Telephone Line Construction_- Telephone Lineperson $37.74 5A 2B Outside King Telephone Line Construction - Television Groundperson $21,60 5A 2B _............. _ _ Outside _ _ ........_ --------- King Telephone Line Construction - ''Television $28.68 5A 2B Outside Lineperson/Installer — King Telephone_Lire Construction - Television System Technician $34.10 SA 2B —_ -- _ Outside — King Iele hone Line Construction - Television Technician $30.69 5A 2B Outside King Telephone Lire Construction - Tree Trimmer $37,74 5A 2B Outside — King Terrazzo Workers Journey Level $51.36' 5A 1M Kin Tile Setters Journey Level _ g y $51.36 SA 1M King Tile, Marble Et Terrazzo Finisher $42.19 5A 1B Finishers King SRripJs Journey Level $45.431 7A 1K https://fortress.wa.gov/Ini/wagelookup/prvWagelookup.aspx 5/7/2018 Page 18 of 18 King hkIck Driver's Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L r WA-Joint Council 28) j King Truck Drivers Asphalt Mix To 16 Yards (W $51.86 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck It Trailer $52.70 5D 3A 8L i ---- m......................._ ___..._.....,__.._,.. ,_. — . — ................. ...... King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L Council 28) _ King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) .... .. ____........... King Truck Drivers Transit Mixer $43.23 1 —g _....... ....__ __ . p $17.71 Kin Weld. Drillers Et Irrrnaliorr Punr Irrigation Pump Installer Installers .............�. King Well Drillers_& Irrigation Pump Oiler $12.97, 1 _.r._ Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/7/2018 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 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 Tess than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. I. ALL HOURS WORKED 1N EXCESS OF FIGHT(8)110URS PER DAY OR FORTY(40)HOURS PER WEEK SI(ALL BE PAID ALONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten(10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two (2)hours before or after a five-eight(8) hour workweek day or a four-ten (10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2) hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rates, 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 he 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 ofwage. 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. AU(tours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N, All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 i f Overtime Codes Continued d. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. p, All hours worked on Saturdays (except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two (2) hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U, All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W- All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid atone 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. 'Hie first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight(8)hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z., All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 2. ALL HOURS 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 holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F., The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All (tours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wager 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, shall and all hours worked on Sundays and holidays be paid at double the hourly rate of wage. On a four-day,ten- bout 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 limes the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3, ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay.Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8) hours at an applicable overtime rate, all additional(tours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8) hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8) hours or more. 3 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. 1. All hours worked on Saturdays shall be paid at one and oneTalf 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. L All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a 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. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FOR1Y (40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TFMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty (40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B, All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight(8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay, unless a four(4)day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2)hours of overtime after ten (10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday, the first twelve(12) hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 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 of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2) hours after eight(8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage.The first eight(8) hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage. All hours worked in excess of eight(8)hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half(1'/i)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 hour!.,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 3/3/2018 thru 8/30/2018 11oiitlay 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). L Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas,And Christmas Day (9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,labor Day,Thanksgiving Day, Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day(9). P. Holidays: New Year's Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q, Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day, And Christmas Day, (7 1/2). S. Paid Holidays: New Year's Day,Presidents' Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day, And Christmas Day(7). T, Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,Christmas Day,And The Day Before Or After Christmas(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. A. Paid Holidays: New Year's Day,Presidents' Day, Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half- Day On Christmas Eve Day. (9 1/2). G. Paid Iolidays: 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 H 1). 6 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 11olicl ay 'Codes 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,The Day After Christmas, And A Floating Holiday(10). I. Paid Holidays: New Year's Day, Memorial Day, Independence Dah 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, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day (9). Z. Holidays:New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after "Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A, Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr. Day,Memorial Day,Independence Day, Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as aholiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. 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 he observed as a holiday on the preceding Friday. 7 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 11ofidav Codes Continued 7, 1. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day,Labor Day,Thanksgiving Day, The Friday After'['ban ksgiving 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. J. Holidays: New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L' Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be' observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Ifany of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R, Paid Holidays: New Year's Day, the day after or before New Years 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).Ifany ofthe listed holidays fall on Saturday,the preceding Friday shall he 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 3/3/2018 thru 8/30/2018 Roliday Codes Continued 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: W50,And Level D: $0 25. P. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit: $2.00,Class B Suit:$1.50, Class C Suit: $1.00, And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31,2012—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 flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. I hose classifications are only effective on or after August 31,2012. S, Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever Flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. 1. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.This classification is only effective on or after August 31,2012. 9 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Note Codes Continued 8. U. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit:$2.00,Class B Suit:$1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do"pioneer" work(break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. 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'. W, Meter Installers work on single phase 120/240 V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not rating this description. 10 A _ 1l11�N �yRH bd S a�OS10e�A EZ6 ' ° m�N 0 zo _"VVti/V^�r^^^✓^N"_�+.eM^V`�`V.."^./"..v"N`WWh/-V'W"V^^lY"+T' .............. 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Hr �O♦ � N N d � i w J I 111 I I I I J �Mr,A-ewe✓n W a. ,�a��,,r—� �w,.�„,.�,—�..,� .� «�,..<a r, INDEX Section 1 Bidder's Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Kent 'Standard Plans "Section G WSDOT Standard Plans Section 7 Traffic Control Plans Section S Specifications for Pervious Concrete Pavement Section 9 Prevailing Wage Dates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 132nd Ave SE Pedestrian Improvements (North) (SE 240th St to SE 248th t) Project Number: 1 -3020 BIDS ACCEPTED UNTIL BID OPENING May 8, 2018 May 8, 2018 12:45 P.M. 1 .00 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR LA, A.14i KW A 6 H I N G T O N f "I �aJ . BIDDER'S NAME Axum General Construction, Inc. CITY OF (KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 132nd Ave SE. Pedestrian Improvements (North) (SE 240th St to SE 248th St) Project Number: 17-3020 BIDS ACCEPTED UNTIL BID OPENING May 17, 2018 May 17, 2018 12:45 P.M. 1:00 P.M. D CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR �v,/�' �1.ENT w A S H I N G T O N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement 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 WSDOT Standard Plans Traffic Control Plans Specifications for Pervious Concrete Pavement 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 May 82018 up to 12:45 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 1:00 p.m. for the City of Kent project named as follows: 132nd Ave SE Pedestrian Improvements (North) (SE 240`h St to SE 2481h St) Project Number: 17-3020 The project consists of construction of approximately 1,600 lineal feet of 7 foot wide pervious cement concrete and pervious asphalt sidewalk along the west side of 132"d Ave. S south of SE 248`h Street to SE 240`h Street. Also included, 3,300 square feet of wall face of Gravity Block Wall, 3 cement concrete sidewalk ramps, driveway, curb, gutter, asphalt and sidewalk repair, and other work, all in accordance with the Contract Plans, Kent Special Provisions, and WSDOT Standard Specifications. The Engineer's estimated range for this project is approximately $620,000 - $745,000. 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.govfd ina- businesslbi'ds-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. 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. f i i Dated this 180 day of April, 2018. BY: Kimberley A moto, City Clerk Published In Daily Journal of Commerce on April 24 and May 1, 2018. CONTRACTOR COMPLIANCE STATEMENT `r (President's Executive Order #11246) Date May 8 2018 This statement relates to a proposed contract with the City of Kent named 132nd Ave SE Pedestrian Improvements (North) (SE 240 " St to SE 248th St) Project Number: 17-3020 I am the undersigned bidder or prospective contractor. I represent that - Axum General Construction, Inc. 1. I have, Darcee Sanders 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. Axum General Construction. Inc. NAME OF BIDDER BY: � GNATURE/T T' Darcee Sanders 27474 210th Avenue SE Maple Valley, WA 98036 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 132ntl Pedestrian Improvements (North)/Holcomb 1 April 18, 2018 Project Number: 17-3020 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. S. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: Gd DOD Sanders For: Axum General Construction, Inc. Title: Owner I Operator Date: May 8, 2018 132ntl Pedestrian Improvements (North)/Holcomb 2 April 18, 2018 Project Number: 17-3020 CITY OF KENT ADMINISTRATIVE POLICY I NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. 132n0 Pedestrian Improvements (North)/Holcomb 3 April 18, 2018 Project Number: 17-3020 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 Axum General Construction, Inc. Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as 132nd Ave SE Pedestrian Improvements (North) (SE 2401h St to SE 248th St)/Project Number: 17-3020 that was entered into on the (Date) may 8, 2018 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: Axum General Construction_ Inr Title: Owner I Operator Date: Mav 8. 2018 132Id Pedestrian Improvements (North)/Holcomb 4 April 18, 2018 Project Number: 17-3020 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Axum General Construction, Inc. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named 132nd Ave SE Pedestrian Improvements (North) (SE 2401h St to SE 248th St)/Project Number: 17-3020 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. OUANTITY 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. 132Id Pedestrian Improvements (North)/Holcomb 5 April 18, 2018 Project Number: 17-3020 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $::F2,ObO.0�Z�000. 0� WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $354.00 $354.00 WSDOT LUMP SUM Per LS 1010 2-02.5 400 Remove Existing Asphalt $11.00 $4,400.00 KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 70 Remove Cement Concrete $17.00 $1,190.00 KSP SQ YDS Sidewalk Per SY 1025 2-02.5 180 Remove Cement Concrete $5.00 $ 900.00 KSP LN FT Curb and Gutter Per LF 1030 2-02.5 100 Remove Existing Extruded $2.30 $230.00 KSP LN FT Curb Per LF 1050 2-02.5 850 Saw Cut Existing Asphalt $3.50 $2,975.00 KSP LN FT Concrete Pavement Per LF 1060 2-03.5 B-59 920 Roadway Excavation, $44.00 $40,480.00 WSDOT CU YDS Including Haul Per CY 1075 4-03.5 599 350 Gravel Borrow, Including $38.25 $13,387.50 * KSP TONS Haul and Compaction Per TON ($2.50 Min) * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 132n° Pedestrian Improvements (North)/Holcomb 6 May 7, 2018 Project Number: 17-3020 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1080 4-04.5 489 500 Crushed Surfacing Top $41.00 $ 20,500.00 K KSP TONS Course, 5/8 Inch Minus Per TON 6.00 Min i1986 4-04.5 399 409 Perfn,&ande-6a1 "•$ 0.00 $ 0.00 W&9OT CU YDS Per-CY 1087 2-09.5 30 Controlled Density Fill $147.00 $4,410.00 WSDOT CU YDS Per CY 1095 5-04.5 190 HMA Class 1/2", PG 58H-22 $171.00 $32,490.00 KSP TONS Per TON 1110 5-04.5 310 Planing Bituminous Pavement $21.00 $6,510.00 KSP SQ YDS Per SY 1125 5-04.5 10 Cold Plant Mix for Temporary $186.00 $1,860.00 KSP TONS Pavement Patch Per TON 3i32 8i4.5 886 Pepvtaus--Oment-C r-etc -$ 0.00 $ 0.00 KSP SQ*($S Sidewalk Pew 1133 8-14.5 25 Reinforced Cement Concrete $ 92.20 $ 2,305.00 KSP SQ YDS Sidewalk Per SY 1145 8-14.5 88 920 Cement Concrete Sidewalk $ 49.50 $ 45,540.00 KSP SQ YDS Per SY * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. 132nd Pedestrian Improvements (North)/Holcomb 7 May 7, 2018 Project Number: 17-3020 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1155 8-14.5 % 135 Detectable Warning Surface $68.50 $9,247.50 KSP SQ FT for Existing Surface Per SF 1170 8-14.5 3 Cement Concrete Sidewalk $ 1,797.00 $5,391.00 KSP EACH Ramp Type Special Per EA 1205 8-04.5 200 Cement Concrete Curb and $ 43.50 $ 8,700.00 KSP LN FT Gutter Per LF 1210 8-04.5 580 Cement Concrete Extruded $10.45 $6,061.00 KSP LN FT Curb Type 6 Per LF 1211 8-04.5 110 Pedestrian Curb $ 39.00 $ 4,290.00 KSP LN FT Per LF . , .5 445 pervie"l-c-oner0e 0.00 0.00 Sk*ewa*-Qwe,k-Dam9 Per-LF, 1220 7-05.5 1 Adjust Existing Catch Basin $480.00 $480.00 KSP EACH Frame and Grate to Finished Per EA Grade 1225 7-05.5 1 Adjust Existing Manhole Cover $480.00 $ 480.00 KSP EACH to Finished Grade Per EA 1240 8-20.5 2 Non-skid 3unction Box Frame $ 1,456.00 $2,912.00 KSP EACH and Cover Per EA 1269 8-26.5 19 Remove Existing Bollard $ 7.50 $ 142.50 KSP EACH Per EA 132nd Pedestrian Improvements (North)/Holcomb 8 May 7, 2018 Project Number: 17-3020 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1270 8-26.5 4 Remove and Relocate Existing $270.00 $1,080.00 KSP EACH Removable Bollard Per EA 1285 8-18.5 1 Remove and Reinstall Mailbox $ 243.00 $243.00 KSP EACH Per EA 1302 8-24.5 3,300 Gravity Block Retaining Wall $22.50 $ 77,625.00 KSP 3,450 4 Foot and Less in Height Per SFWF SQ FT WALL FACE 1315 8-28.5 6 Pothole Utilities $230.00 $1,380.00 KSP EACH Per EA 1320 8-30.5 1 Project Sign Installation $875.00 $ 875.00 KSP EACH Per EA 1326 8-33.5 14 Remove Existing Landscape $1,615.00 $ 22,610.00 KSP EACH Tree (14" to 20") Per EA 1328 8-33.5 7 Remove Existing Landscape $2,580.00 $ 18,060.00 KSP EACH Tree (greater than 20") Per EA Schedule I Total $ � 132nd Pedestrian Improvements (North)/Holcomb 9 May 7, 2018 Project Number: 17-3020 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4015 7-04.5 60 Ductile Iron Storm Sewer $ 72.00 $4,320.00 KSP LN FT Pipe, 12 Inch Diameter Per LF 4120 7-05.5 4 Vaned Catch Basin $485.00 $1 940.00 KSP EACH Frame and Grate Per EA 4165 8-15.5 10 Quarry Spalls $ 74.00 $ 740.00 WSDOT TONS Per TON ($6,00 Min) 4170 4-04.5 10 Crushed Surfacing Top $41.00 $ 410.00 * KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 4180 4-03.5 5 Gravel Borrow, Including Haul $ 38.25 $ 191.25 * KSP TONS and Compaction Per TON ($2.50 Min) 4207 2-13.5 40 Construct Drainage Swale $24.00 $ 960.00 KSP LN FT Per LF * The description of this bid item is identical to a bid item(s) found in more than one schedule. In accordance with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that bid items with identical bid item descriptions reflect the same unit price. Schedule IV Total $8,561.25 132n4 Pedestrian Improvements (North)/Holcomb 10 May 2, 2018 Project Number: 17-3020 SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 1,000 Traffic Control Labor $ 50.00 $50,000.00 KSP HOURS Per HR 5010 1-10.5 100 Construction Signs, Class A $17.25 $ 1,725.00 WSDOT SQ FT Per SF 5015 1-10.5 300 Traffic Control Supervisor $.01 $ 3.00 KSP HOUR Per HR 5020 1-10.5 1 Temporary Traffic Control $1,320.00 $ 1,320.00 KSP LUMP SUM Devices Per LS 5030 1-10.5 50 Portable Changeable Message $ 77.00 $ 3,850.00 KSP DAYS Sign (PCMS) Per DAY 5050 8-22.5 1 Removal of Raised Pavement $ 1,680.00 $ 1,680.00 KSP LUMP SUM Markers and Painted and/or Per LS Thermoplastic Traffic Markings 5100 8-22.5 550 White Edge Line Paint Stripe $ 1.50 $825.00 KSP LN FT Per LF 5115 8-22.5 30 Plastic Stop Line $9.60 $288.00 WSDOT LN FT Per LF 5120 8-22.5 4-50 200 Plastic Crosswalk Line $ 8.50 $ 1,700.00 WSDOT SQ FT Per SF 5125 8-20.5 1 Remove and Relocate Existing $5,795.00 $5,795.00 KSP EACH Pedestrian Pushbutton Per EA Assembly and Post 132n° Pedestrian Improvements (North)/Holcomb 11 May 2, 2018 Project Number: 17-3020 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5130 8-21.5 1 Remove and Relocate Existing $ 201.00 $ 201.00 KSP EACH Sign Per EA 5135 8-21.5 8 Permanent Signing Including $135.00 $ 1,080.00 KSP SQ FT Post Per SF 5155 8-10.5 1 Traffic Pylon $ 120.00 $ 120.00 KSP EACH Per EA Schedule V Total $ 68,587.00 132Id Pedestrian Improvements (North)/Holcomb 12 April 18, 2018 Project Number: 17-3020 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7000 8-01.5 0.5 Seeding, Fertilizing, and $4,243.20 $ 2,121.60 KSP ACRE Mulching Per AC 7010 8-01.5 1,200 Wattles $3.00 $3,600.00 WSDOT LN FT Per LF 7015 8-01.5 18 Inlet Protection $ 9.00 $ 162.00 KSP EACH Per EA 7020 8-01.5 50 Straw Mulch $ 1.00 $ 50.00 KSP SQ YDS Per SY 7025 8-01.5 50 Clear Plastic Covering $.50 $ 25.00 KSP SQ YDS Per SY 7030 8-01.5 40 ESC Lead $ .01 $ .40 KSP HOURS Per HR 7045 8-01.5 40 Street Cleaning $ .01 $ .40 WSDOT HOURS Per HR 7055 8-01.5 1 Erosion/Water Pollution $10,000.00** $10,000.00 WSDOT FORCE Control Per FA ACCOUNT "Common price to all bidders Schedule VII Total $ 15,9S9.40 132nd Pedestrian Improvements (North)/Holcomb 13 April 18, 2018 Project Number: 17-3020 SCHEDULE VIII - ROADSIDE RESTORATION ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT I 8005 8-02.5 200 Topsoil Type A $44.00 $ 8,800.00 KSP CU YDS Per CY I 8015 8-02.5 10 Wood Chip Mulch $ 60.00 $ 600.00 KSP CU YDS Per CY Schedule VIII Total $ 9.400.00 132"d Pedestrian Improvements (North)/Holcomb 14 April 18, 2018 Project Number: 17-3020 BID SUMMARY i Schedule I Vol , 5K) Street Schedule IV $8,561.25 Storm Sewer Schedule V $68 58 T 00 Traffic Control Schedule VII $15,959.40 Temporary Erosion &Sedimentation Control Schedule VIII $9,400.00 e Roadside Restoration TOTAL BID AMOUNT EJV V , � 1 (`A y fi 132nd Pedestrian Improvements (North)/Holcomb 15 April 18, 2018 Project Number: 17-3020 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: 132ndAve SE Pedestrian, ImorovellIlligpIg (SK 240th SE to t Project Number: 17-3020 11 Subcontractor Name c e Item, Numbers Subcontractor Name Item Numbers O Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE 132Id Pedestrian Improvements (North)/Ho b 16 April 18, 2018 Project Number: 17-3020 — SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: N A Project Name: 132nd th St tQ SE 248th St Project Number: 17-3020 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: may R 7n1R 4inure of Bi d Date 132nd Pedestrian Improvements (North)/Holcomb 17 April 18, 2018 Project Number: 17-3020 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. 132n° Pedestrian Improvements (North)/Holcomb 18 April 18, 2018 Project Number: 17-3020 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 certifi s under oath that the information provided herein is true and sufficiently complete o not to isleading1. SUBMITTED BY: ! T NAME: rcee Sanders Axum General Construction Inc, ADDRESS: 27474 21 nth, Avenue SE Maple lau, Valiay, WA 98038 PRINCIPAL OFFICE: Axum r-anpral Cnnctrniction. Inc. ADDRESS: 27474 7�nrh e„o o S -Maple�ey w.a QRn'AR PHONE: 206-786-5383 FAX: N/A 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. *See attached. 1.2 Provide your current state unified business identifier number. 603.476.033 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. *See Attached Business License 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 132nd Pedestrian Improvements (North)/Holcomb 19 April 18, 2018 Project Number: 17-3020 control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). *See attached. 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. *See 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? * Since 2.15.2015 2.2 How many years has your organization been in business under its present business name? * Since 2.15.2015 2.2.1 Under what other or former names has your organization operated? N/A 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.15.2015 2.3.2 State of incorporation: Washington 2.3.3 President's name: Darcee Sanders 2.3.4 Vice-president's name(s): Madison McMackin 2.3.5 Secretary's name: Madison McMackin 2.3.6 Treasurer's name: Darcee Sanders 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: N/A 2.4.2 Type of partnership (if applicable): N/A 2.4.3 Name(s) of general partner(s): N/A 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: N/A 2.5.2 Name of owner: N/A 2.6 If the form of your organization is other than those listed above, describe it and name the principals: N/A 3. LICENSING See Attached. 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. 1320° Pedestrian Improvements (North)/Holcomb 20 April 18, 2018 Project Number: 17-3020 3.2 List jurisdictions in which your organization's partnership or trade name is filed. *See Attached 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. *See attached. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) NSA 4.2.1 Has your organization ever failed to complete any work awarded to it? No. 4.2.2 Are there any judgments, 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. *See attached. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. *See Attached 4.5.1 State average annual amount of construction work performed during the past five years: 1.5 Million 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. *See Attached 4.7 On a separate sheet, list your major equipment. *See Attached. S. REFERENCES 5.1 Trade References: *See attached. 5.2 Bank References: *See attached. 5.3 Surety: *See attached. 5.3.1 Name of bonding company: *See attached. 5.3.2 Name and address of agent: *See attached. 132n° Pedestrian Improvements (North)/Holcomb 21 April 18, 2018 Project Number: 17-3020 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: 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 8 day of May 2018. Name of Organization; Axum General Construction . Inc '1 By: Title:41 �r 132n0 Pedestrian Improvements (North)/Holcomb 22 April 18, 2018 Project Number 17-3020 7.2 T'> P SCkV' dt 5 , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this 'JO day of :Uf 1 2018. Notary Public: My Commission Expires: RORIE HAND Notary Public Slate of Washington My Appointment Expires Aug 31, 2020 132n, Pedestrian Improvements (North)/Holcomb 23 April 18, 2018 Project Number: 17-3020 STATUTORY REQUIREMENTS 1.0 REQUIRED RESPONSIBILITY CRITERIA 1.1 Copy of Department of Labor & Industries certificate (attached) 1.2 UBI# 603.476.033 1.3 Industrial Insurance ACTIVE as shown on Business License (attached). EIN#47-3057495 Employee Security Department#440488-00-6 Labor and Industries Number#918,682-03 1.4 Axum General Construction, are not and have not been in the last three years, di 4 lif%ed from bidding on any public works contract under RCW 39.06.010 or 9.12, S (3). a ee Sanders ( wn r Axum General Construction, Inc. 1.5 As a person of authority to act and speak for my company, Axum General Construction, Inc., under penalty of perjury, state that within the three-year period immediately preceding the bid solicitation date of May 8, 2018,Axum General Construction, Inc. is NOT a 'willful' violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RW, as determined by a final and binding citation and notice as assessment issued by th"ePartment of Labor and Industries or through a civil judgment entered by a court of limited o ge`fleral jurisdiction court Sanders w r Axum General Construction, Inc. SUPPLEMENTAL CRITERIA 2.0 ORGANIZATION 2.1 Axum has been in business since 2.15.15 2.2 Axum has been in business under the current name since 2.15.15 2.2.1 Axum has operated under no other names. 2.3 Axum General Construction, Inc is organized as a corporation. 2.3.1 Date of Incorporation: 2.15.15 2.3.2 State of Incorporation: Washington State 2.3.3 President: Darcee Sanders 2.3.4 V.P.: Madison McMackin 2.3.5 Secretary: Madison McMackin 2.3.6 Treasurer: Darcee Sanders 2.4—2.6 NOT APPLICABLE 3.0 LICENSING 3.1 Legally Qualified to do Business City of Seattle #815631 City of DuPont #4312 City of Bellevue #158297 City of Issaquah As seen on business license City of Lakewood #131-18-00059 3.2 See Attached Business Licenses 4.0 EXPERIENCE 4.1 Axum General Construction, Inc. performs, supervision, flagging,TCS, CESCL, excavation, underground utilities. 4.2-4.3 All answers are NO. 4.4 Projects in Progress: City of Lakewood I Owner Contract#2018-014 Roadway Safety Improvement Project: 40th Ave SW&96th St.SW Engineer I Paul Candler 1253.983.7776 Contract Amount $760,838.50 Scheduled Completion Date: JUNE 4, 2018 4.4.1 Total worth of work in progress and under contract:12,(-)DJ OQD 4.5-5.3 Attached—Axum General Constructions in Statement of Qualifications Statement of Qualifications +rr ww Ir AXUM General Construction, Inc. www.axumc.com General Contractor: AXUMGGC859Q5 U B I: 603-476-033 Tax I D: 47-3057495 LNI: 918,682 -03 ESD: 440488-00-6 DUNS: 08-041-3604 SBE: S000024547 SCS: 2019 Point of Contact: Darcee D. Sanders Owner Contact Information: 27474 2101h Ave. SE Maple Valley, WA 9808 Office: 206.786.5383 darcec�c,corn Introduction Axum General Construction, Inc. was formed in 2015 in Maple Valley, WA. We are a certified SBA Small business, an SCS Small Contractor through King County Office of Business Relations and Economic Development and an SBE through the OMWBE. We focus on road improvements, earthwork, utilities and other infrastructure, civil, and site work construction. We operate primarily as a general contractor to public entities in the state of Washington. Our Team Darcee Sanders - Owner/Project Manager Darcee is responsible for project management, contract management and project planning and estimation. She brings over 10 years of management experience to Axum General Construction. Erik Sanders-Superintendent, Forman, and Operator has successfully performed and completed all of the projects listed below. Erik brings over 30 years of experience to Axum. Ryan McMackin - Labor Foreman/TCS has performed and successfully completed Projects 1-8. Ryan brings 7 years of experience to Axum. Madison McMackin— Flagger—Over 5 year's experience working as a lead flagger. Kinzi Sanders— Laborer PROJECT 1: Roadway Safety Improvement Project: 40t" Ave. SW & 96th St. SW • Owner: City of Lakewood • Contact Info: City Representative: Alla 253.912.5380 • Contact Info: Project Engineer: Paul 360.292.7481 • Scope of Work: Safety improvements at 40th Avenue SW and 96th St. SW. Improvements consist of: adding guard rail, upgrading street signage, curb and gutter, sidewalk, roadway paving, shared use bike lane, street lighting, and all other work necessary to complete the project as specified and shown in the Contract Documents. • Contract Amount: $760,838.50 • Estimated Completion Date: 6/4/18 • Percentage Performed by own forces: 3 S �1D PROJECT 2: Palisade Neighborhood Tree Removal Project Schedule B • Owner: City of DuPont • Contact Info: City Representative: Gus Lim 253.912.5380 • Contact Info: Project Engineer: Steve Stewart 360.292.7481 • Scope of Work: Removal of 226 trees. All trees ae in planter strips within City rights-of- way, at various locations in the Palisade Neighborhood. In addition to the cutting & wastehaul of the trees, the project included grinding and removal of stumps and roots, wasthaul of wood chips, traffic control, erosion control, and restoration of the tree site areas. • Contract Amount: $178,004.71 • Completion Date: 1/1/2018 • Percentage Performed by own forces: 3 5- °/a PROJECT 3: 1081h Ave SE & Sidewalk & Channelization Project • Owner: City of Bellevue • Contact Info: City Representative: Carl Haslam 425.452.6937 • Contact Info: Project Engineer: Kyle Potuzak 425.452.4870 • Scope of Work: Construct cement concrete traffic curb and gutter, cement concrete sidewalk, cement concrete sidewalk ramps; remove concrete curb, sidewalk, and asphalt pavement; pavement reconstruction, channelization; minor storm drainage work, property restoration, traffic signal modifications, and other miscellaneous work, • Contract Amount: $225,000.00 • Completion Date: 10/30/2017 • Percentage Performed by own forces: '3,57/v PROJECT 4: 2017 Complete Streets Phase 2 . PO Box 1307, Issaquah, WA 98027 • Owner: City of Issaquah • Contact Info: City Representative: Pam Fox 425.837,3400 • Contact Info: Project Engineer:John Mortenson: 425.837.3427 • Scope of Work: The work performed on this contract included the construction of a cement concrete roundabout with roadway excavation, installation of cement concrete sidewalk, pavement, and curb and gutter, installation of curb ramps, HMA pavement removal and replacement, and installation of a rapid rectangular flashing beacon (RRFB) system and channelization in the City of Issaquah. • ContractAmount: $280,163.00 • Completion Date: 9/21/2017 • Percentage Performed by own forces: 36 10 i PROJECT 5: 16011 Street East—330' E/O SR-161 to John Bananola Way E. 4301 S. Pine Street, Suite 628, Tacoma, WA 98409 • Owner: Pierce County • Contact Info: City Representative: Mike Smith, 253.798.6811 • Contact Info: Project Engineer: Henry Gertje, PE 253.798.6826 • Scope of Work: This contract provides for improvements to 160th Street East from 330 feet east of SR-161 to John Bananola Way East. The improvements include widening to 160th Street East and installation of cement concrete traffic curb, gutter and pervious cement concrete sidewalk. This work includes but is not limited to, clearing and grubbing, roadway excavation and embankment, hot mix asphalt, modifications to the existing enclosed storm drainage system, cement concrete approaches, cement concrete curb ramps, illumination and interconnect system, and other work. • Contract Amount: $244,816.98 • Completion Date: 7/16/2017 • Percentage Performed by own forces: PROJECT 6: 186 Corridor Improvements Project; Bonney Lake, PO Box 7380, 19306 Bonney Lake Blvd, Bonney Lake, WA 98391 253.862.8602 • Owner: City of Bonnie Lake • Contact Info: City Representative: David Traub 253.261.8587 • Contact Info: Project Engineer:John Woodcock • Scope of Work: Construction of roadway and utility improvements; work includes the installation of curb and gutter, sidewalks, luminaires, street trees, retaining walls, storm system improvements, infiltration trenches, water quality units, conversion of existing overhead utilities to a joint utility trench and replacement of City utilities, as required. • Contract Amount: $1,138,457.76 • Completed: 2/15/2016 • Percentage Performed by own forces: 8E 1p PROJECT 7: Witte Road Improvements Phase 3 —SE 240th St. to SR-169 Project T-28A; TIB Project 8-1-205(003)-1 • Owner: City of Maple Valley; 22017 SE Wax Road, Suite 200, Maple Valley, WA 98038 • Contact Info: Owner Rep: Kim Scattarella 425.413.6640 • Contact Info: Project Engineer: Kevin Simmons 206.498.0492 • Scope of Work: Construction of Street Improvements within the right-of-way of Witte Road, including but not limited to removing existing pavement, sidewalk, and curb; constructing new pavement, curb, gutter, sidewalk, planter strips, sidewalks, and retaining walls; illumination; storm drain system; undergrounding utilities; franchise utility trench; landscaping. • Contract Amount: $1,556,226.62 • Completed: 11/12/16 • Percentage Performed by own forces: PROJECTS: 12311 Ave SE Sidewalk Bid No. 15127 • Owner: City of Bellevue; 450-110th Ave. NE, Bellevue, WA 98009 • Scope of Work: Complete Road Replacement, including water, storm, curb and gutter, sidewalk, asphalt and paving. • Contact Info: Owner Rep: Shawn Riley 425.452.4320 • Contact Info: Engineer Rep: Carl Haslam 425.452.6937 • Contract Amount: $1,369,544.00 • Completed: 5/2/2016 • Percentage Performed by own forces: a,5 It PROJECT 9: Commercial Water Meter Replacement-2014 Phase II Bid No. 14136 • Owner: City of Bellevue;450-110t" Ave. NE, Bellevue, WA 98009 • Scope of Work: Commercial water meter replacement at six site locations. Replacement of 2", 3" and 4" meters and associated ductile iron and copper pipe and fittings, installations of vault and/or lid and hatches, and restoration of disturbed areas resulting from construction. • Contact Info: Owner Rep: Shawn Riley 425.452.4320 • Contact Info: Engineer Rep: Vanaja Rajah 425.452.4881 • Contract Amount: $300,000.00 • Completed: 6/2015 • Percentage Performed by own forces: ?jt PROJECT 10: NE 120"Street Roadway Extension • Owner: City of Kirkland, 123 Fifth Ave, Kirkland, WA 98033 • Scope of Work: Installation of Storm Drainage pipe, Detention and Water Quality Facilities Concrete Curb and Gutters, Sidewalks, Concrete and Asphalt Paving. Traffic Signal System. Channelization, Signing and Property Restoration., Retaining Walls and Franchise Utility Coordination. • Contact Info: Owner Rep: JJ Didier 253.278.3665 • Contact Info: Engineer Rep: Andrea Swisstack 425.587.3827 • Contract Amount: $2,600,000.00 • Completed:2/28/2015 • Percentage Performed by own forces: 3S 74 PROJECT 11: 123rd Ave SE Water Service Saddle Replacement Bid No. 14079 CIP No W-99 • Owner: City of Bellevue;450-110'h Ave. NE, Bellevue, WA 98009 • Scope of Work: Replacement of 55 Water Service Saddles, 55 Service Lines, Deteriorated Meter Boxes, Metter Setters, Minor Storm Drainage Improvements at one location. • Contact Info: Owner Rep: Shawn Riley 425.452.4320 • Contact Info: Engineer Rep: Vanaja Rajah 425.452.4881 • Contract Amount: $268,651.13 • Completed:2/2014 • Percentage Performed by own forces: 35 p PROJECT 12: 2013 Water Main Replacement Bid No. w00813 0 Owner: City of Issaquah; PO Box 1307, Issaquah, WA 98027 • Contact Info: Owner Rep: Butch Weiner425.837.3434 • Contact Info: Project Engineer: Tony Nguyen 425.837.4500 • Scope of work: Installation of approx. 2100 If of 4, 6", 8" & 12" D1 water main. Installation of Approx 1,300 If of 6", 8" & 12" Strom Drain. De-Chlorination Vault Concrete Curb & Gutters, Sidewalks, Concrete & Asphalt Paving. • backside connections. • Contract Amount: $520,500.00 • Completed: 11/30/2013 • Percentage Performed by own forces: PROJECT 13: NE V/4e1 Corridor Improvements-Phase 1 Bid No. CAG-12-089 • Owner: City of Renton; 1055 S Grady Way, Renton, WA 98055 • Contact Info: Owner Rep: Kamran Yazdidoost 425.430.7223 • Contact Info: Project Engineer: Keith Woolley 425.430.7318 • Scope of work: Construct intersection improvements incl 1400If up to 16" D1 Water Main and Storm and Sewer vaults. Concrete Curb and Gutters. Sidewalks, Concrete and Asphalt Paving, Retaining Walls, Traffic Signal Systems, Irrigation System, Landscaping, Fencing. • Contract Amount: $2,273,000.00 • Completed: 7/19/2017 • Percentage Performed by own forces: 3 C,: ID PROJECT 14: 164th Ave NE Water Service Saddle Replacement Bid No. 12017 • Owner: City Of Bellevue; PO Box 90012, Bellevue, WA 98009 • Contact Info: Owner Rep: Shawn Riley 425.452.4320 • Contact Info: Project Engineer: Vanaja Rajah 425.452.4881 • Scope of Work: Replacement of 95 Water Service Saddles. 72 Service Lines, Meter Boxes, & Meter Setter. Concrete Work, Asphalt Pavement, Property Restoration. • Contract Amount: $346,515.00 • Completed: 7/27/2012 • Percentage Performed by own forces: Bank REFERENCES: Hope Reyes Key Bank 1425.413.6813 23928 2251h Way SE Maple Valley, WA 98038 Direct: 425.433.2515 Fax: 425.413.6851 Trade REFERENCES: HD Fowler—Jeff Emory—360.651.2400 ext. 1342 Shope— Derek Rogers —253.444.7305 EJ —Roger Plautz—425.344.3251 Subcontractor REFERENCES: Dan Wilson Wilson Concrete 253.922.1444 Jason Becker Becker Blacktop 206.940.3912 Jon Mogensen West Coast Signal, Inc. 206-595-6656 Bonnie Graham G & GInc. 425.432.1325 SURETY Propel Insurance 1201 Pacific Avenue, Suite1000 Tacoma, WA 98402-4321 Brandon Bush, CRIS, CLCS 206.676.4214 AXUM General Construction, Inc.'s Equipment List: 200 SK Kobelco Excavator Cat 420EIT Loader Backhoe 70 SR Kobelco Excavator w/hyd ram D-5 Dozer 580 Gage Super LExtend-A-Hoe 4x4 w/4 in 1 bucket lntarnaLNgnal Dump;7yd 7000 DT 466 F-550 Flatbcd Dump FcLc Pick u,p Truck 21291 IR SE48pD CompactorlRoller D na ak 90er CC122 Ganeralor 25KVA{2OK2�_ Air Camlara55or(Sullivan D210OH) Jumping Jack Compactor(Bomag 6514) Ditch Witch FX00-800 T16S Vactor Unit Misc.Office Trailers Equipment Trailer Tool Trailers Trench SaFa4 S S4Cms Department of Labor and Industries AXUM GENERAL CONSTRUCTION INC PO Box 44450 Olympia, WA 98504-4450 Reg: CC AXUMGGC859Q5 UBI: 603-476-033 Registered as provided by Law as: Construction Contractor (CCO1) - GENERAL 372 ARUM GENERAL CONSTRUCTION INC Effective Date: 12/7/2015 27474 21OTH AVENU SE Expiration Date: 12/7/2019 MAPLE VALLEY WA 98038 r '3 STATE OF WASHINGTON OFFICE OF MINORITY AND WOMEN'S BUSINESS ENTERPRISES 1110 Capitol Way South, Suite 150 • PO Box 41160 ' Olympia,WA 98504-1160 (360) 664-9750 • Tall free 1-866-208-1064 • Fax (360) 586-7079 As Of 4/30/2017 4:07:39 PM '�J/��i/ �/,;Ll/�rY//i ,rv�:ri///r/// r�// /,,1/��//�:;//i//(/!ri /�//1�,y ��( �i,/� r;��'�(�✓f/J/l,Yrr,,/�ir'JF'r�l,'�/, ' / % AY(X�%/ri /fAxum General Construction Inc Axum General Construction Inc. aroaa Sanders Prime contractor with a primary focus on road improvement, earthwork, utilities,and other infrastructure. Civil and site work for public entities. Certified Erosion and Sediment Control /Lead (CESCL).Temporary traffic control &flagging services. �23452 SE Daybreak Place rMaple Valley, WA, 98038 King County 2067865383 _ _ a axumgct gnroaiLcom 603476033 Nr/ rc r j/r / ✓ r r r �' f�/ !lair%%/r/�i i//rl r i/ rid i r r /i /i /�/� //rr /Gli r//ii�i i%��j/�i rrj�ii�!�/ry//!1✓il/�r��r(JI/��i,%%9f1�%f/�l�/°,l J��.,. I)arc8a Sandots SBE S000024547 ....I y + ,r` rr✓//9 J /9 /rr' (r�rr'r/ ! ;;y /,Ir (Gl/11 �° ly;�l /��r / / / l 1 'l l ;f I 237310- Road construction 71 13 U S I N E` S 1, 1 C F IN IS E, ,;� weir of k p vw"ev�¢yh�.Tory 'i.' Corporation Unified Business ID#: 603476033 j4 �r Business ID #: 001 Location: 0001 ARUM GENERAL CONSTRUCTION, INC. Expires: Aug 31, 2018 23452 SE DAYBREAK PL MAPLE VALLEY, WA 98038 � UNEMPLOYMENT INSURANCE -ACTIVE INDUSTRIAL INSURANCE -ACTIVE TAX REGISTRATION -ACTIVE CITY ENDORSEMENTS ISSAQUAH GENERAL BUSINESS -ACTIVE fll DUPONT GENERAL BUSINESS #4312 (EXPIRES 1/31/2019) -ACTIVE �kr LICENSING RESTRICTIONS: Not licensed to hire minors without a Minor Work Permit, rg REGISTERED TRADE NAMES: d+ AXUM GENERAL CONSTRUCTION, INC. f if ,v a dy , IIaIs d6rrr,p�uwgk tick! tRr ,r�y�strafinu+'., e�,YtWYrrS nn auN aupsi 4aaa nvn�,axdit<,i rx^uP Ya»a• fhr, Iruvi,uto.� �eL. p� rnrrkiel rPr,me.By:a'ce�rfurr,this d�oraaaitark,Tarr 6r crua ��crLai,�a 9kar :aiYiaearrnuawr urr ila+•.appPir,aYiavru ,1 eornrfi�rir�rl�irenauplr aai�srxikhaall kapalw4.:lrrle�W'Jrrirmr,V�zvr vl4,frntl,at�r te,ntyurl�<tl�yarr�f�u7r r�rrRN Grry _Crr �„ �t•p,rrt n�n4 rvl ltte-u•.euu w,wy...... iif � :1t� „lm FuW+.6dSx'e.tW4rm,e „"^;;,:.r ,,�a»�',n'iy ,.,rf n.,.n, ,'b r, „bafwMrrdJ%o.. ,b1E 'nx6�.n Ji,�n,� n MiYPMy�oJs rdk ,fw,m., '..rorY',, ,,r' ,N,J.. r�eX..ma'Iiaw"'101.Y+fb fi4r4iE "n� ,. IMPORTANT! PLEASE READ THE FOLLOWING INFORMATION CAREFULLY BEFORE POSTING THIS LICENSE General Information Endorsements • Post this Business License in a visible location at Although tax registration, unemployment, and your place of business. industrial insurance endorsements appear on your Business License, the registration with the agencies • If you were issued a Business License previously, that govern these endorsements is not complete until destroy the old one and post this one in its they have established an account for your business. place. Each registering agency requires you to submit •All endorsements should be renewed by the periodic reports. Each agency will send you the expiration date that appears on the front of this necessary reporting forms and instructions. license to avoid any late fees that may apply. Corporations, limited liability companies, etc. If there is no expiration date, the endorsements remain active as long as you continue required You must submit a Business License Application reporting (see Endorsements). and file with the Corporations Division of the Secretary of State before you can legally operate • Login to My DOR at business wa govNBI S if you as a corporation, limited liability company, or other need to make changes to your business name, business organization type that requires registration. location, mailing address, telephone number, or If you have any questions, call (360) 725-0377, business ownership. Telephone: 1-800-451-7985 For assistance or to request this document in an alternate format,visit hhp7/business wa.govl9LS or call 1-800-451-7985,Teletype(TTY)users may use the Washington Relay Service by calling 711. 31S-700-107(04114116) General Business License Business License Number: BL18-00059 Business Name: ARUM GENERAL CONSTRUCTION INC Location: 27474 210TH AVE SE Business Owner: AXUM GENERAL CONSTRUCTION INC Bus. Description: GENERAL CONTRACTOR This certifies that the business or individual listed above is hereby licensed to do business in the City of Lakewood. This business license expires on 01/23/2019 and must be renewed within 30 days of expiration date. Please detach the bottom portion of this notice and past it conspicuously at the location of the business. The top portion is for your records and does not need to be posted. Please direct all correspondence, questions and comments to the Community Development Department Office of Business Licensing at 6000 Main Street SW, Lakewood, WA 98499, 253-512-2261. ARUM GENERAL CONSTRUCTION INC 27474 210TH AVE SE MAPLE VALLEY,WA 98038 CITY OF LAKEWOOD 6000 Main Street SW • Lakewood, WA 98499 • (253)512-2261 • Fax(253)512-2268 Business License - Contractor License Business Lice prober: BL18.00059 Expiration Data: 01123/2019 ed4gib�&vqel-s Issued Date: 0112 412016 ARUM GENERAL CONSTRUCTION INC Sales Tax.Code: 2721 27474 210TH AVE SE MAPLE VALLEY,WA 98038 This certifies that the business or individ ayy s horgbya �is d to do business In the City of Lakewood. " ,00�'uW�q�uwa �sema�urv'y^m?�nMM�ryM�mpMM1mr�.iW,hy��; n�mm, This license is to be displayed conspicuously at the location of business and Is not transferable or assignable. BIDDER RESPOGNSIBILITY 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 May 17, 2018), 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. X�M �-I -\err, Con.. 4 .,r rkCvA,A N- er's Business ame i, ature of A tho ize_d Off„icial* .ICE P�rri�nted Name Title Date Ci 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. 132nd Pedestrian Improvements (North)/Holcomb 24 May 8, 2018 Project Number: 17-3020 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 fifty (50) 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 5% 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 , to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: Mav 8, 2018 nr, ME F BIDDER r ign ure of Auth r d Representative Darcee Sanders I Owner I Operator (Print Name and Title) 27474 210th Avenue SE Address Maple Vallev, WA 98038 132n, Pedestrian Improvements (North)/Holcomb 25 April 18, 2018 Project Number: 17-3020 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, AXtJM Crenerfltl (,onstrlrction Ine. as Principal, and Indemnity Company of California as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent(5%) of Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jojntly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 132nd Ave SE Pedestrian Improvements (North) (SE 240th St to SE 248th St)/Project Number: 17-3020 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 8th DAY OF May 2018 AXL General ZIA ction„ Inc. PR CIPAL t Itpr ty Con ipar t. `a S Car ey I spaeut tt a -in-Fact•-° 20 Received return of deposit in the sum of $ 132nd Pedestrian improvements(North)/Holcomb 26 April 18.2018 Project Number: 17-3020 i POWER OF ATTORNEY FOR DEVELOPERS SURETYAND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725,IRVINE,CA 92623 (949)263-3300 KNOWALL BYTHESE PRESENTS that exceptas expressly limited,DEVELOPERS SURETYAND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each hereby make,constitute and appoint: 'Christopher Kinyon, Brandon K. Bush, Jon J. Oja, Heather L.Allen, Annelies M. Richie,Julie R. Truitt, James B. Binder, Peter J. Comfort, Brent E. Heilesen, Karen C. Swanson, Eric A. Zimmerman, Jamie L. Marques, Carley Espiritu, Diane M. Harding,Aliceon A. Keltner, Cynthia L. Jay, Mary S. Norrell, Kyle Joseph Howat,jointly or severally' as their true and lawful Attomey(s)-in-Fact,to make,execute,deliver and acknowledge,forand on behalf of said corporations,as sureties,bonds,undertakings and contracts of suretyship giving and granting unto said Att rney(s)-in-Fact full power and authority to board to perform every act necessary,requisite or proper to be done in connection therewith as each of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and all of the acts of said Attomey(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed. This Power ofAffomey is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors or DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of January list,2008, RESOLVED,that a combination of any two of the Chairman of the Board,the President,Executive Vice-President,Senior Vice-President or any Vice President of the corporations be,and that each of them hereby is,authorized to execute this Power of Attomey,qualifying the attorney(s)named in the Power of Attomey to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship,and that the Secretary or any Assistant Secretary of either of the corporations be,and each of them hereby is,authorized to attest the execution of any such Power of Attorney; RESOLVED,FURTHER,that the signatures of such officers may be affixed to any such Power ofAttorney or to any certificate relating thereto by facsimile,and any such Power of Attomey or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect teary bond,undertaking or contract of suretyship to which it is attached, IN WITNESS WHEREOF,DEVELOPERS SURETYAND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary orAssistant Secretary this I day of February,2017. gY. .. '.- _ _ �P�w.'"""''''''�� g4 ANo/ryp �jt,.1'AhPYgF, Daniel Young,Senior Vice President a °nnr �'i,; ,�p5'Fopq 0 1936 m Mark Lansdon,Vice-President ?a?p * t.rr;yp. ••+uu Mee 'k A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness,accuracy,or validity of that document. State of California County of Orange On .,, Febmary 6 2017_. _._,...,...,.before me, _,_, ticills Raymond Notary Public Dale Here Insert Name and Tile of Officer personally appeared Daniel Youna and Mark Lansdon Name(sl of SlArRrts) who proved tome on the basis of satisfactory evidence to be the persons)whose names)is/are subscribed to the within instrument and acknowledged tome that helshelthey executed the same in hislherltheir authorized IIrMaAAiMriAMriuYYYri capacity(ies),and that by hislhedtheir signature(s)on the instrument the person(s),or the angry upon behalf of LUCILLE RAYMOND which the person(s)acted,executed the instrument. Commission•2001945 �i Notify PutIIIC-Cilgomia I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is Orange County We and correct, M Comm„E Ires Oct 13 2018 - WITNESS my hand and official seal ,,,, .F«JLt � Place Notary Seal Above Signature " rid,Notary Public... .... .......-----...... CERTIFICATE The undersigned,as Secretary or Assistant Secretary of DEVELOPERS SURETYAND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA,does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked and,furthermore,that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the date of this Certificate. , This Certificate is executed in the City of Irvine,California,ia,this 8th day of May 2018 AND �gvGA7VY p� ar`� a,.pRPtlRq�a'yy2 ' �y KA Qp,FOFq,Y��(•� By a 1936YY j v OCT n CassPe J sford,Assistant S Cary u r p n r ATS-1002(02117) v."N* CITY OF KENT j COMBINED DECLARATION FORM: I NON-COLLUSION, MIINIMIUM 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. 132nd Ave SE Pedestrian Improvements (North) (SE 2401h St - SE 248th St) Project Number: 17-3020 NAME OF PROJECT Axum General Construction, Inc, NANO BIDDER'S FIRM SIG ATU E OF AUTHO(� ZED EPRESENTATIVE OF BIDDER 132nd Pedestrian Improvements (North)/Holcomb 27 April 18, 2018 Project Number: 17-3020 This change order form is for example pulrposes only, By submitting a bid, the, ildr acirees to be boundr f this chancier form for any change grd'ers. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: [Insert Company Name] ("Contractor") CONTRACT NAME & PROJECT NUMBER:[Insert Name of Original Contract & Project #. if applicable" ORIGINAL CONTRACT DATE: flnsert Date Original Contract was Sianed'l 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 $ 132ntl Pedestrian Improvements (North)/Holcomb 28 April 18, 2018 Project Number: 17-3020 .............. _ Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (t) 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. CON TOR: _ CITY OF KENT: By: By: (sr not re) (signature) Print sme: L)8rC0 SrIC�BP S Print Name: Timothy J. Esparta, P.S. Its Owned Operator _ Its Public Works Diractor (t!'tle) (title) DATE:-. Niay 8. 2018 DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department _.... _ ...m_-m--------------_m 132ntl Pedestrian Improvements (North)/Holcomb 29 April 18, 2018 Project Number: 17-3020 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 ....................❑ Orderof 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 .....................................................................❑ Administrative Policy ...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unit prices are correct .................................................................❑ Bid the same unit price for asterisk (*) bid items.......................❑ Minimumbid prices are correct...................................................❑ Subcontractor List (contracts over $10OK) ............................................❑ Subcontractors listed properly....................................................❑ Signature ....................................................................................❑ Subcontractor List (contracts over $1 million).....................................El Subcontractors listed properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement .....................................................❑ Completeand notarized ..............................................................❑ Proposal Signature Page......................................................................❑ All Addenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 5% 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) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AhkD F-Q-RM>N-CEJ3..ONO To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CIT.Y_QF KENI��i F'+_.l�_ME.��`h"f EN-[.aFF PNO UNITY COM LANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. 13200 Pedestrian Improvements (North)/Holcomb 30 April 18, 2018 Project Number: 17-3020 PAYMENT AND PERFORMANCE BOND Bond No. 507863P '` KENT TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, AxUM General Construction, Inc. as Principal, and Developers Surety and Indemnity Company a Corporation organized and existing under the laws of the State of WWR0I?mJ[M* as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of g 511,616.15 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. "California 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 132"d Ave SE Pedestrian Improvements (North) (SE 240"' St to SE 248`" St)/Project Number: 17-3020 (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. 132n° Pedestrian Improvements (North)/Holcomb 31 April 16, 2018 Project Number 17-3020 TWO WITNESSES: AXUM General Construction, Inc. PRINCIPAL :n i principal's name above) _ h. ...- BY: ,. 4 t . --- zoo—... TITLE: C74�1 CIF vI DATE; 0610 8/2 01 8 DATE: 06/08/2018 6. i--- CORPORATE SEAL: PRINT NAME DATE: 06/08/2018 Developers Surety and Indemnity Company SURETY CORPORATE SEAL: BY; =` Carey Espiritu DATE: 06/08/2018 TITLE: Attorney-in-Fact ADDRESS: 155 NE 100th Street, Suite 209 Seattle, WA 98125 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 Who signed the said bond on behalf of the Principal 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 ASSISTANT SECRETARY 132rv' Pedestrian Improvements (North)/Holcmnb 32 April 18, 2018 Prgject Nurnber: 17-3020 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO Box 19725,IRVINE,CA 92623 (949)263-3300 KNOW ALL BY THESE PRESENTS that except as expressly limited,DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,do each hereby make,constitute and appoint. —Christopher Kinyon, Brandon K. Bush, Jon J. Oja, Heather L.Allen,Annelies M. Richie,Julie R.Truitt, James B. Binder, Peter J. Comfort, Brent E. Heilesen, Karen C. Swanson, Eric A.Zimmerman, Jamie L. Marques, Carley Espiritu, Diane M. Harding,Aliceon A. Keltner, Cynthia L. Jay, Mary S. Norrell, Kyle Joseph Howat,jointly or severally"' as their true and lawful Attarney(s)-in-Fact,to make,execute,deliver and acknowledge,for and on behalf of said corporations,as sureties,bonds,undertakings and contracts of suretyship giving and granting unto said Attomey(s)-in-Fact full power and authority to do and to perform every act necessary,requisite or proper to be done in connection therewith as each of said corporations could do,but reserving to each of said corporations full power of substitution and revocation,and all of the acts of said Attomey(s)-in-Fact,pursuant to these presents,are hereby ratified and confirmed. This Power of Attomey is granted and is signed by facsimile under and by authonty of the following resolutions adopted by the respective Boards of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA,effective as of January 1st,2008, RESOLVED,that a Combination of any two of the Chairman of the Board,the President,Executive Vice-President,Senior Vice-President or any Vice President of the corporations be,and that each of them hereby is,authorized to execute this Power of Attomey,qualifying the attorneys)named in the Power of Attomey to execute,on behalf of the corporations,bonds,undertakings and contracts of suretyship;and that the Secretary or any Assistant Secretary of either of the corporations be,and each of them hereby is,authorized to attest the execution of any such Power ofAttorney; RESOLVED,FURTHER,that the signatures of such officers may be affixed to any such Power ofAttorney or to any certificate relating thereto by facsimile,and any such Power ofAttomey or certificate bearing such facsimile signatures shall be valid and binding upon the corporations when so affixed and in the future with respect to any bond,undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF,DEVELOPERS SURETYAND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective officers and attested by their respective Secretary or Assistant Secretary this I day of February,2017. B Daniel Yfpoun ,Senior Vice-President "``.. rya p��a�.* f" 'N Avoy rt y / .r7r$.,.LC "' ��07d 'CIAND✓M t Cp •lk96 q�?a bxv*5 Mark Lansdon,Vice-President sYa�p.•....•-ficg v+ " <rpgN,°N Yr.r nus+`ti k A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached,and not the truthfulness,aocuraop,or validity of that document Stale of California County of Orange On -February 6,2017,, before me Lucille Raymond.Notary Public Gate " Here Insert Name and itle of the Ofi¢er -- personally appeared Daniel Youno and Mark Lansdon Names)of Signer s) who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)i9/are subscribed to the within instrument and acknowledged to me that helshelthey executed the same in his/her/their authorized y` capacity(ies),and that by his/her/their signature(s)on the instrument the persons),or the entity upon behalf of I IL LE RAYMOND which the person(s)acted,executed the instrument. Commission All20E1945 Notary Public-California I certify under PENALTY OF PERJURY underthe laws of the Slate of California that the foregoing paragraph is Orange County true and correct. M Comm.Expires Oct 1J 201'8+ WITNESS my hand and official seal. I. Place Notary Seal Above Signature .... Laclll �ay ry blic CERTIFICATE oad,Note Pu The undersigned,as Secretary crAssistant Secretary of DEVELOPERS SURETY AND INDEMNITY COMPANY or INDEMNITY COMPANY OF CALIFORNIA,does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked and,furthermore,that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney are in force as of the dale of this Certificate, p r 1. /This ,C�ertificate4is executed n the City of mine,California,this Bth day of June 2016 t4 ANo�4, 01t,1+AMy{yam By: �J`-�irll it• �'�Y` -^Gh.„,,,„.. ,,yJUPoPmH,q pO Z hCM4\}^45f1.rs�G9. fl1936 < <A, " CassieJ.,6kmsford,AssistantSe- tary anl•RJq,Y* ,Y �y v p ; ATS-1002((2117) F ` CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Axum General Construction. Tl organized under the laws of the State of Washington located and doing business at 27474 210th Ave. SE, Maple Valley, WA 98038 ("Contractor"). WITNESS„ In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: 132"d Ave SE Pedestrian Improvements (North) (SE 240`h St to SE 248th St)/Project Number: 17-3020 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 fifty (50) 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. 132ntl Pedestrian Improvements (North)/Holcomb 33 April 18, 2018 Project Number: 17-3020 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. 13200 Pedestrian Improvements (North)/Holcomb 34 April 18, 2018 Project Number. 17-3020 CITY OF Kp�E,NT BY: � hA . DANA RALPH,yyMAYOR DATE: ATTEST: KI 'BE LEY A, KOMOTO, CITY CLERK APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRA _ OR BY: ��^��, 1 PRINT NA�/lEA)Cla-eC CJ0Ae TITLE: F(L DATE: • J U 132"d Pedestrian Improvements (North)/Holcomb 35 April 18, 2018 Project Number: 17-3020 EXHIBIT A INSURANCE REQU I REMENITS FOR CONSTRUCTION PROJECTS Insurance I 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. Minirnum Scope of hnsurance Contractor shall obtain insurance of the types described below: 1 , Commercial General Liabiility insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile L'abilit insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. 132nd Pedestrian Improvements (North)/Holcomb 36 April 18, 2018 Project Number: 17-3020 EXH I B I T A (Continues!) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. Ca Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. 132nd Pedestrian Improvements (North)/Holcomb 37 April 18, 2012 Project Number: 17-3020 EXH I B 1 T A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. 132n° Pedestrian Improvements (North)/Holcomb 38 April 18, 2018 Project Number: 17-3020 Client#: 165326 AXUMGENE ACORI CERTIFICATE OF LIABILITY INSURANCE DATE,MM/D D/YYYY) 6/11/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT'If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.IfSUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME Tanase Leader Propel Insurance PHONE 800 499 0933 1 866 577-1326 Tacoma Commercial Insurance E-MAINho Ea,1. -- (aD nPg 1201 Pacific Ave, Suite 1000 ADDRESS tanase leeder@propelinsurance cam Tacoma,VIA 98402 INSURERIS)AFFORDING,COVERAGE NAIC# INSURER A:Ohio Secemy Insurance Company 24082 INSURED INSURER The One Casualty Insurance cum 24074 AXUM General Construction, Inc. - INSURER C o 27474 210th Avenue SE - Maple Valley,WA 98038 NSUREB D - - -- — -- INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSq C ADDLSUBH POLICY POLICY EXP " """"' """' LTR TYPE OFINSURANCE POLICY NUMBER jMri vl (MM/OD/YYYYI LIMITS IrJSB_5YY ...... ... .._ .... :..._... A X COMMERCIAL GENERAL LIABILITY X X BKS56882162 10/16/2017 10/16/201 EACH OCCURRENCE $1,000,000 �. DAMAGE Tp RENTED CLAIMS MADE u OCCUR PRFMIS FS IF npel $1,OOO,OOO MED ExP)Anv One oersoro $15'000 PERsDNALa ADV INJURY____ 31,000,000 GENL AGGREfGATE LIMIT APPLIES PER GENERAL AGGREGATE s2000000 POLICY _.Xl PRO JECT L_ J LOP PRODUCTS COMPlOPAGG $2,000IOOO OTHER $ p AuroMoeiLE unealry X X BAS56882162 10/16/201710/16/201 oralach" sinuuL.LIMur ,,..., tEAacn;adunrg. ��. $1,000,000_ ANY AUTO BODILY INJURY[Per serene) A ALL AUTOS OWNED X �AUTOS BODILY BODILY INJURY(Per acmd rm) $ X HIRED AUTOS X NON-OWNED 11Aoc1 VIJAIMAGE $ AUTOS (P ypt fiCf(dArY11 ......._ _ _ I ... ......... ... .......... .... $ B X UMBRELLA UAD X OCCUR X X US056882162 10/16/2017 10/1612018 EACH OCCURRENCE a2 000 000 EXCESS LIAR CLAPAS MADE AGGREGATE s2 000 GOO ..... .......... __ ..........- r .-n.....,_. DEC RETENTION.A ....AND EMPLOY RS'LI A ILIT ..,17 0 ................ "-[PER OTH A BKS56882162 90/16/201710/16/201 �sTp,I,TE � wA AND EMPLOY EBS'LIABILITY ANY PROPRIETOMPARTNER/EXECUTIVE YrM WA Stop Gap EL EACH AccIDErlr $1;000;000 OFFICER/MEMBER EXCLUDED'! f Nq N/A . (Mandatary In NH) EL DISEASE-EA EMPLOYEE $1.000.000 It yes describe under -- DESCRIPTION OF OPERATIONS he. �EL DISEASE POLICY LIMIT $100D000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attacked it more space is required) RE: Project No. 17-3020- 132nd Ave SE Pedestrian Improvements(north)(SE 240th St to SE 248th St) The City of Kent is included as Additional Insured,per the attached endorsement. CERTIFICATE HOLDER CANC'IELLATI'.OM... City of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 220 Fourth Ave. S. ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 0(1 The ACORD name and logo are registered marks of ACORD #S3233573/M2910500 JMBOO Coverage Is Provided In: Policy Number: Ohio Security Insurance Company BKS(18) 56 BS 21 62 NL11tua�. MO Seward Road, Fairfield, Ohio 45014 Policy Period: INSURANCE From 10/16/2017 To 10/16/2018 12:01 am Standard Time Common Policy Declarations at Insured Mailing Location Named Insured Agent AXUM GENERAL CONSTRUCTION, INC. (253) 759-2200 PROPEL INSURANCE/TACOMA POLICY FORMS AND ENDORSEMENTS - CONTINUED This section lists all of the Forms and Endorsements for your policy. Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE a g CG 84 94 12 08 Exclusion - Consolidated Insurance Programs Wrap-Up CG 84 99 08 09 Non-Cumulation Liability Limits Same Occurrence _ i CG 88 10 04 13 Commercial General Liability Extension i CG 88 70 12 08 Construction Project(s)-General Aggregate Limit (Per Project) CG 88 77 12 08 Medical Expense At Your Request Endorsement N CG 89 27 10 09 Washington Exclusion - Asbestos CG 90 43 08 12 Additional Insured - Owners, Lessees or Organizations - Scheduled Person or Organization - Including Primary/Noncontributory and Waiver of Subrogation Rights CG 90 44 08 12 Additional Insured - Owners, Lessees or Contractors - Completed Operations - Including Primary and Non-Contributory and Waiver of Subrogation CG 91 98 06 15 Disclosure and Notice Concerning Fully Earned and Minim m Premium Endorsements IL 01 23 11 13 Washington Changes - Defense Costs IL 01 46 08 10 Washington Common Policy Conditions IL 01 98 09 08 Nuclear Energy Liability Exclusion Endorsement (Broad Form) s To report a claim, call your Agent or 1-800-362-0000 DS 70 21 11 16 56882152 POLSVCS 235 INSURE COPY 002649 PAGE 15 OF 84 Coverage Is Provided In: Policy Number: Liberty Ohio Security Insurance Company BA6 (18) 56 88 21 62 MAtU31,. Policy Period: INSURANCE Policy Change Endorsement From 10/16/2017 To 10/16/2018 Endorsement Period: From 10/16/2017 to 10/16/2018 12:01 am Standard Time at Insured Mailing Location Named Insured Agent _ AXUM GENERAL CONSTRUCTION, INC. (253) 759-2200 PROPEL INSURANCE/TACOMA POLICY FORMS AND ENDORSEMENTS This section lists the Forms and Endorsements for your policy. Refer to these documents as needed for detailed information concerning your coverage. These Forms and Endorsements were included in your orginal policy. An asterisk(*) indicates a new or updated version is included in this package. a FORM NUMBER TITLE AC 00 31 01 14 Changes In Your Policy AC 84 59 06 14 State Application Of Terrorism Exclusion Endorsements Involving Nuclear, Biological Or Chemical Terrorism CA 00 01 03 06 Business Auto Coverage Form CA 01 35 01 08 Washington Changes *CA 21 34 01 08 Washington Underinsured Motorists Coverage CA 23 45 11 16 Public or Livery Passenger Conveyance and On - Demand Delivery Services Exclusion CA 23 85 Ol 06 Exclusion of Terrorism Involving Nuclear, Biological or Chemical Terrorism CA 23 87 Ol 06 Exclusion of Terrorism Involving Nuclear, Biological or Chemical Terrorism Above Minimum Statutory Limits CA 23 89 01 06 Alaska Exclusion of Terrorism Involving Nuclear, Biological or Chemical Terrorism Above Minimum Statutory Limits CA 23 93 01 06 Washington Exclusion of Terrorism Involving Nuclear, Biological or Chemical Terrorism *CA 85 47 12 93 Temporary Substitute Auto - Physical Damage Insurance a *CA 85 53 12 93 Recreational Trailers and Boat Trailers *CA 88 10 01 10 Business Auto Coverage Enhancement Endorsement *CA 99 03 03 06 Auto Medical Payments Coverage IL 01 23 11 13 Washington Changes - Defense Costs Servicing Office Western Washington and Issue Date 09/05/17 Authorized Representative 7o report a claim, call your Agent or 1-800-362-0000 DS 70 27 01 08 09/05/17 56882162 N0177095 235 NCAFPPNO INSURED COPY 002762 PAGE 7 OF 30 Coverage Is Provided In: Policy Number: Liberty l The Ohin l_asiuglty Insurance cmmnanv USO (16) 56882162 Mutual., , INSURANCE POLICY FORMS AND ENDORSEMENTS This section lists all the Forms and Endorsements for your policy. Refer to these documents as needed for detailed information concerning your coverage. FORM NUMBER TITLE ,/CU 60 02 06 97 Commercial Umbrella Coverage Form s CU 60 39 01 15 Cap On Losses From Certified Acts Of Terrorism 2 CU 60 40 01 15 Underlying Coverage Requirement For Certified Acts Of Terrorism s CU 61 06 01 13 Auto Liability - Following Form CU 61 50 07 14 Contractors Limitation Endorsement CU 61 90 08 10 Washington Changes - Cancellation and Nomenewal CU 63 44 06 97 Foreign Liability - Following Form $ CU 64 00 12 04 Exterior Insulation and Finish System - Exclusion CU 64 30 12 04 Washington - Fungi or Bacteria Exclusion CU 64 32 03 99 Washington Asbestos Exclusion CU 64 79 05 09 - Exclusion - Recording and Distribution of Material or Information in Violation of the Law CU 64 82 07 14 Amendment - Electronic Data CU 64 87 10 05 Economic or Trade Sanctions Condition Endorsement CU 64 92 01 13 Mobile Equipment - Following Form /CU 64 95 12 07 Waiver Transfer Rights of Recovery Against Others CU 65 08 01 15 Exclusion Of Punitive Damages Related To A Certified Act Of Terrorism CU 88 01 12 02 War Liability Exclusion CU 88 02 05 09 Non-Cumulation of Liability (Same Occurrence) CU 88 27 12 07 Washington Employment Related Practices Exclusion CU 88 30 07 14 General Amendatory Endorsement / CU 88 39 07 14 Amendment of Definition of insured CU 88 41 02 10 Amendment of Pollution Exclusion CU 89 19 01 13 Amendment of Watercraft Exclusion CU 89 21 07 15 Amendment of Aircraft Exclusion ° CU 89 40 05 16 Crisis Management Coverage CU 89 45 10 14 Access or Disclosure Of Confidential Or Personal Information And Data-Related - Liability with Limited Bodily Injury Exception Exclusion In witness whereof, we have caused this policy to be signed by our authorized officers, Mark Touhey Paul Condrin Secretary President To report a claim, call your Agent or 1-800-362-0000 DS 70 23 01 08 56602162 POLSVCS 235 INSURED COPY 002647 PAGE 11 OF 62 COMMERCIAL GENERAL LIABILITY CG 88 10 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: I 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 all 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: I 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 CG 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. K 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 I .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 C.G 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 COMMERCIAL GENERAL LIABILITY CG 88 70 12 08 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONSTRUCTION PROJECT(S) - GENERAL AGGREGATE LIMIT (PER PROJECT) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences under Section I—Coverage A-Bodily Injury And Property Damage Liability, and for all medical expenses caused by accidents under Section I—Coverage C Medical Payments,which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. A separate Construction Project General Aggregate Limit applies to each construction project, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. 2. The Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under Coverage A, except damages because of"bodily injury" or"property damage" included in the "products-completed operations hazard", and for medical expenses under Coverage C regardless of the number of: a. Insureds, b. Claims made or"suits" brought; or C. Persons or organizations making claims or bringing "suits'. 3, Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Construction Project General Aggregate Limit for that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Construction Project General Aggregate Limit for any other construction project. 4. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Construction Project General Aggregate Limit. B. For all sums which the insured becomes legally obligated to pay as damages caused by"occurrences" under Section I— Coverage A-Bodily Injury And Property Damage Liability, and for all medical expenses caused by accidents under Section I—Coverage C Medical Payments, which cannot be attributed only to ongoing operations at a single construction project away from premises owned by or rented to you: 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable; and 2. Such payments shall not reduce any Construction Project General Aggregate Limit. C. When coverage for liability arising out of the"products-completed operations hazard" is provided, any payments for damages because of"bodily injury'or"property damage" included in the"products- completed operations hazard"will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit. D. If the applicable construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E. The provisions of Section III - Limits Of Insurance not otherwise modified by this endorsement shall continue to apply. CG 88 70 12 08 Includes copyrighted material of ISO Properties,Inc.,with its permission. Page 1 of 1 COMMERCIAL AUTO CA 88 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 ACCIDENTAL AIRBAG 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 9 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 II —LIABILITY COVERAGE, paragraph A.1.—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 or joint 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 or form, other than a partnership or joint venture, of which you own more than 50 percent of the voting stock. This automatic coverage is afforded only for 180 days from the date 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, ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,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 endorsement 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 related 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 II — 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 II — LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, paragraphs (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 earnings up to$500 a day because of time off from work. S. 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 II — LIABILITY, exclusion B.S. 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 ©2010 Liberty Mutual Insurance Company. All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,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 any one "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 disabled: 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 amended to provide a limit of$50 per day and a maximum limit of$1,500 ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,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." I 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' available 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 following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for "loss" relating to mechanical breakdown does not apply to 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 coverage or warranty. 13. AUDIO,VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III — PHYSICAL DAMAGE COVERAGE, B. EXCLUSIONS, exception paragraph a. to exclusions 4.c. and 4.d. is deleted and replaced with the following: 92010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,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 "autos' 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 abnormal 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— DEFINITIONS 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. ©2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,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 light weight truck with a gross vehicle weight of 10,000 lbs. 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; 3. 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,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: j 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—DEFINITIONS, definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. COMMMON POLICY CONDITIONS 22. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS, paragraph A.—CANCELLATION condition applies except as follows: 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 cancellation. 9)2010 Liberty Mutual Insurance Company.All rights reserved. CA 88 10 01 10 Includes copyrighted material of Insurance Services Office,with its permission. Page 7 Of 7 This page has been left blank intentionally. CU 60 02 06 97 COMMERCIAL UMBRELLA COVERAGE FORM There are provisions in this policy that restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. V Throughout this policy,the words "you"and "your" refer to the Named Insured as defined in Insuring Agreement, V. DEFINITIONS. The words "we," "us" and "our" refer to the Company providing this insurance. The word "Insured" means any person or organization qualifying as such in Insuring Agreement,V. DEFINITIONS. Words and phrases that appear in quotation marks have special meaning and can be found in the DEFINITION Section or the specific policy provision where they appear. In consideration of the payment of the premium and in reliance upon the statements in the Declarations we agree with you to provide coverage as follows: INSURING AGREEMENTS I. COVERAGE We will pay on behalf of the "Insured"those sums in excess of the"Retained Limit"that the"Insured" becomes legally obligated to pay by reason of liability imposed by law or assumed by the"Insured" under an "insured contract" because of"bodily injury," "property damage," "personal injury,"or"advertising injury"that takes place during the Policy Period and is caused by an "occurrence"happening anywhere. The amount we will pay for damages is limited as described below in the Insuring Agreement Section It. LIMITS OF INSURANCE. IL LIMITS OF INSURANCE A. The Limits of Insurance shown in Item 4. of the Declarations and the rules below state the most we will pay regardless of the number of: 1. "Insureds"; 2. 'claims" made or"suits" brought; or 3. persons or organizations making "claims" or bringing "suits." B. The General Aggregate Limit is the most we will pay for all damages covered under the Insuring Agreement in Section I., except: 1, damages included in the "products-completed operations hazard"; and 2, coverages included in the policies listed in the Schedule of Underlying Insurance to which no underlying aggregate limit applies. The amount stated on the Declarations as the General Aggregate Limit is the most we will pay for all damages arising out of any"bodily injury," "property damage,""personal injury,"or"advertising injury" subject to an aggregate limit in the "underlying insurance."The General Aggregate Limit applies separately and in the same manner as the aggregate limits in the "underlying insurance." C. The Products-Completed Operations Aggregate Limit is the most we will pay for all damages included in the "products-completed operations hazard." D. Subject to B. or C. in Section It. LIMITS OF INSURANCE, whichever applies, the Each Occurrence Limit is the most we will pay for"bodily injury,""property damage," "personal injury,"or"advertising injury" covered under the Insuring Agreement in Section I. because of all "bodily injury," "property damage," "personal injury," or"advertising injury" arising out of any one "occurrence." CU 60 02 06 97 (Page 1 of 15) E. If the applicable Limits of Insurance of the policies listed in the Schedule of Underlying Insurance or of other insurance providing coverage to the "Insured" are reduced or exhausted by actual payment of one or more "claims,"subject to the terms and conditions of this policy,we will: 1. in the event of reduction, pay in excess of the reduced underlying Limits of Insurance, or; 2, in the event of exhaustion, continue in force as"underlying insurance," but for no broader coverage than is available under this policy. F. The Limits of Insurance of this policy apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declarations, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for purposes of determining the Limits of Insurance. G. Retained Limit We will be liable only for that portion of damages, subject to the Each Occurrence Limit stated in the Declarations, in excess of the "retained limit,"which is the greater of: 1, the total amounts stated as the applicable limits of the underlying policies listed in the Schedule of Underlying Insurance and the applicable limits of any other insurance providing coverage to the "Insured" during the Policy Period; or 2. the amount stated in the Declarations as Self-Insured Retention as a result of any one "occurrence" not covered by the underlying policies listed in the Schedule of Underlying Insurance nor by any other insurance providing coverage to the "Insured" during the Policy Period; and then up to an amount not exceeding the Each Occurrence Limit as stated in the Declarations. Once the Self-Insured Retention has been exhausted by actual payment of"claims" in full by the "Insured,"the Self-Insured Retention will not be reapplied or again payable by the "Insured"for said Policy Period. III. DEFENSE A. We will have the right and duty to investigate any"claim"and defend any"suit" seeking damages covered by the terms and conditions of this policy when: 1, the applicable Limits of Insurance of the underlying policies listed in the Schedule of Underlying Insurance and the Limits of Insurance of any other insurance providing coverage to the "Insured" have been exhausted by actual payment of"claims"for any"occurrence"to which this policy applies; or 2. damages are sought for any"occurrence"which is covered by this policy but not covered by any underlying policies listed in the Schedule of Underlying Insurance or any other insurance providing coverage to the "Insured." B. When we assume the defense of any"claim"or"suit': 1. We will investigate any"claim"and defend any"suit' against the "Insured" seeking damages on account of any"occurrence" covered by this policy. We have the right to investigate, defend and settle the "claim"or"suit' as we deem expedient. 2. All expenses we incur in the investigation of any"claim"or defense of any"suit' are in addition to our Limits of Insurance. CU 60 02 06 97 (Page 2 of 15) 1 We will pay the following as expenses, to the extent that they are not included in the coverage in the underlying policies listed in the Schedule of Underlying Insurance or in any other insurance providing coverage to the "Insured": i a, premiums on bonds to release attachments, which bond amounts will not exceed our Limits of Insurance, but we are not obligated to apply for or furnish any such bond; b. premiums on appeal bonds, which bond amounts will not exceed our policy limits, required by law to appeal any"claim" or"suit"we defend, but we are not obligated to apply for or furnish any such bond; l C. all costs taxed against the "Insured" in any"claim" or"suit"we defend; d. pre-judgment interest awarded against the "Insured"on that part of the judgment we pay that is within our applicable Limits of Insurance. If we make an offer to pay the applicable Limits of Insurance, we will not pay any pre-judgment interest based on the period of time after the offer; e. all interest that accrues after entry of judgment and before we have paid, offered to pay or deposited in court the part of the judgment that is within our applicable Limit of Insurance; f. the"Insured's"actual and reasonable expenses incurred at our request. C. We will not investigate any"claim" or defend any"suit" after our applicable Limits of Insurance have been exhausted by payment of judgments or settlements. D. In all other instances except Subsection A. in Section III. DEFENSE, we will not be obligated to assume charge of the investigation, settlement or defense of any"claim" or"suit" against the "Insured." We will, however, have the right and will be given the opportunity to participate in the settlement, defense and trial of any "claim" or"suit" relative to any"occurrence"which, in our opinion, may create liability on our part under the terms of this policy. If we exercise such right, we will do so at our own expense. IV. EXCLUSIONS This insurance does not apply to: A. "Bodily injury" or"property damage" expected or intended from the standpoint of the "Insured." This exclusion does not apply to "bodily injury" resulting from the use of reasonable force to protect persons or property. B. Any obligation of the "Insured" under a Workers Compensation, Unemployment Compensation or Disability Benefits Law, or under any similar law, regulation or ordinance. C. Any obligation of the "Insured" under the Employee Retirement Income Security Act of 1974 or any amendments to that act, or under any similar law, regulation or ordinance. D. Any obligation of the "Insured" under a No Fault, Uninsured Motorist or Underinsured Motorist law, or under any similar law, regulation or ordinance. E. "Property damage"to "impaired property"or property that has not been physically injured, arising out of: 1. a defect, deficiency, inadequacy or dangerous condition in "your product"or"your work" or 2. a delay or failure by you or anyone acting on your behalf to perform a contract or agreement in accordance with its terms. This exclusion does not apply to the loss of use of other property arising out of sudden and accidental physical injury to "your product" or"your work" after it has been put to its intended use. CU 60 02 06 97 (Page 3 of 15) F. "Property damage"to "your product"arising out of it or any part of it. G. "Property damage"to "your work" arising out of it or any part of it and included in the "products-completed operations hazard." This exclusion does not apply if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. H. Damages claimed for any loss, cost or expense incurred by you or others for the loss of use, withdrawal, recall, inspection, repair, replacement, adjustment, removal or disposal of: 1. "your product"; 2. "your work"; or 3. "impaired property" if such product, work or property is withdrawn or recalled from the market or from use by any person or organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it. I. "Property damage"to property owned by the "Insured." J. "Personal injury" or"advertising injury": 1. arising out of oral, written, televised, videotaped, or electronic publication of material, if done by or at the direction of the "Insured"with knowledge of its falsity; 2. arising out of oral, written, televised, videotaped, or electronic publir_.ation of material whose first publication took place before the beginning of the policy period; 3. arising out of the willful violation of a penal statute or ordinance committed by or with consent of the"Insured" or 4. for which the "Insured"has assumed liability in a contract or agreement. This exclusion does not apply to liability for damages that the"Insured"would have in the absence of the contract or agreement. K. "Advertising injury" arising out of: 1. breach of contract, other than misappropriation of advertising ideas under an implied contract; 2. the failure of goods, products or services to conform with advertised quality or performance; 3. the wrong description of the price of goods, products or services; or 4. an offense committed by an "Insured"whose business is advertising, broadcasting, publishing or telecasting. L. Any liability, including but not limited to settlements,judgments, costs, charges, expenses, costs of investigations, or the fees of attorneys, experts, or consultants, arising out of or in any way related to: 1. The actual, alleged or threatened presence, discharge, dispersal, seepage, migration, release, or escape of"pollutants," however caused. 2. Any request, demand or order that any"Insured" or others test for, monitor, clean-up, remove, contain, treat, detoxify, neutralize or in any way respond to or assess the effects of"pollutants." This includes demands, directives, complaints, "suits,"orders or requests brought by any governmental entity or by any person or group of persons. 3. Steps taken or amounts incurred by a governmental unit or any other person or organization to test for, monitor, clean-up, remove, contain, treat, detoxify or neutralize or assess the effects of "pollutants." This exclusion will apply to any liability, costs; charges, or expenses, or any judgments or settlements, arising directly or indirectly out of pollution whether or not the pollution was sudden, accidental, gradual, intended, expected, unexpected, preventable or not preventable. CU 60 02 06 97 (Page 4 of 15) As used in this exclusion "pollutants"means any solid, liquid, gaseous, or thermal irritant or contaminant, including, but not limited to smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste material. Waste material includes materials which are intended to be or have been recycled, reconditioned or reclaimed. i M. "Bodily injury"or"property damage" due to war, whether or not declared, or any act or condition incident to war. War includes civil war, insurrection, rebellion or revolution. This exclusion applies only to liability assumed under a contract or agreement. N. Any liability, including, but not limited to settlements,judgments, costs, charges, expenses, costs of investigations, or the fees of attorneys, experts, or consultants arising out of or related in any way, either directly or indirectly, to: 1. asbestos, asbestos products, asbestos-containing materials or products, asbestos fibers or asbestos dust, including, but not limited to, manufacture, mining, use, sale, installation, removal, or distribution activities; 2. exposure to testing for, monitoring of, cleaning up, removing, containing or treating of asbestos, asbestos products, asbestos-containing materials or products, asbestos fibers or asbestos dust; or 3. any obligation to investigate, settle or defend, or indemnify any person against any"claim" or"suit" arising out of, or related in any way, either directly or indirectly, to asbestos, asbestos products, asbestos-containing materials or products, asbestos fibers or asbestos dust. O. "Bodily injury," "property damage," "personal injury"or"advertising injury"arising out of any: 1. refusal to employ or promote; 2„ termination of employment; 3„ coercion, demotion, evaluation, reassignment, discipline, defamation, harassment, molestation, humiliation, discrimination or other employment related practices, policies, acts or omissions; or 4. consequential "bodily injury," "property damage," "personal injury" or"advertising injury"as a result of 0.1. through 0.3. This exclusion applies whether the "Insured" may be held liable as an employer or in any other capacity and to any obligation to share damages with or to repay someone else who must pay damages because of"bodily injury," "property damage," "personal injury" or"advertising injury." P. "Bodily injury," ..property damage,""personal injury" or"advertising injury"excluded by the Nuclear Energy Liability Exclusion attached to this Policy. Q. The following Items 1. through 4., except 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: 1. Liability of any employee with respect to "bodily injury,""property damage," "personal injury"or '.advertising injury"to you or to another employee of the same employer injured in the course of such employment. 2. "Bodily injury" or"property damage" arising out of the ownership, maintenance, operation, use, "loading" or"unloading" of any watercraft, if such watercraft is owned, or chartered without crew, by or on behalf of any"Insured." This exclusion will not apply to watercraft while ashore on any premises owned by, rented to, or controlled by you. 3. "Bodily injury"or"property damage"arising out of the ownership, maintenance, operation, use, "loading" or"unloading" of any aircraft, if such aircraft is owned, or hired without pilot or crew, by or on behalf of any"Insured." CU 60 02 06 97 (Page 5 of 15) 4. "Bodily injury"to: a. an employee of any"Insured"arising out of and in the course of: i. employment by any"Insured" or ii. performing duties related to the conduct of any"Insured's" business; or b. the spouse, child, parent, brother or sister of that employee as a consequence of Paragraph 4.a. This exclusion applies: a. whether any"Insured" may be liable as an employer or in any other capacity; and b. to any obligation to share damages with or repay someone else who must pay damages because of the injury. V. DEFINITIONS A. "Advertising injury"means injury arising solely out of advertising activities of any"Insured" as a result of one or more of the following offenses during the policy period: 1, oral, written, televised, videotaped, or electronic publication of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or services; 2. oral, written, televised, videotaped, or electronic publication of material that violates a person's right of privacy; 3. misappropriation of advertising ideas or style of doing business, 4. infringement of copyright, title or slogan; or 5. mental injury, mental anguish, humiliation, or shock, if directly resulting from Items A.1.through A.4. B. "Auto"means a land motor vehicle,trailer or semitrailer designed for travel on public roads, including any attached machinery or equipment. "Auto"does not include "mobile equipment." C. "Bodily injury" means physical injury, sickness, or disease, including death of a person. "Bodily injury" also means mental injury, mental anguish, humiliation, or shock if directly resulting from physical injury, sickness, or disease to that person. D. "Claim" means any demand for monetary damages upon an "Insured" resulting from a covered "occurrence." E. "Impaired property" means tangible property, other than "your product"or"your work,"that cannot be used or is less useful because: 1, it incorporates "your product" or"your work"that is known or thought to be defective, deficient, inadequate or dangerous; or 2. you have failed to fulfill the terms of a contract or agreement; if such property can be restored to use by: 1. the repair, replacement, adjustment or removal of"your product"or"your work"; or 2. your fulfilling the terms of the contract or agreement. F. "Insured"means each of the following, to the extent set forth: 1. The Named Insured meaning: a. Any person or organization listed in Item 1. of the Declarations, and any Company of which you own more than 50%, as of the effective date of this policy. b. Any organization you newly acquire or form, other than a partnership,joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify to be a Named Insured. However: CU 60 02 06 97 (Page 6 of 15) (1) coverage under this provision is afforded only until the 90th day after you acquire or form the organization or the end of the policy period, whichever is earlier; (2) coverage does not apply to "bodily injury,""property damage,""personal injury" or I .'advertising injury"that occurred before you acquired or formed the organization; and (3) coverage applies only if the organization is included under the coverage provided by the policies listed in the Schedule of Underlying Insurance and then for no broader coverage than is provided under such underlying policies. 2, If you are an individual, you and your spouse, but only with respect to the conduct of a business of which you are the sole owner as of the effective date of this policy. 3. If you are a partnership orjoint venture, the partners or members and their spouses but only as respects the conduct of your business. 4. If you are a limited liability company, the members or managers but only as respects the conduct of your business. 5. Any person or organization, other than the Named Insured, included as an additional "Insured" by virtue of an "insured contract,"and to which coverage is provided by the "underlying insurance," and for no broader coverage than is provided by the"underlying insurance'to such additional "Insured." 6. Any of your partners, executive officers, directors, or employees but only while acting within the scope of their duties. However, the coverage granted by this Provision 6.does not apply to the ownership, maintenance, use, "loading" or"unloading" of any"autos," aircraft or watercraft unless such coverage is included under the policies listed in the Schedule of Underlying Insurance and for no broader coverage than is provided under such underlying policies. Employees include "leased workers" but not "temporary workers." "Leased workers" are leased to you by a labor leasing firm under an agreement between you and the labor leasing firm to perform related duties to the conduct of your business. "Leased workers" are not"temporary workers." "Temporary workers"are persons furnished to you to substitute for permanent employees on leave or to meet seasonal or short-term workload conditions. 7. Any person, other than one of your employees, or organization while acting as your real estate manager. 8. Any person (other than your partners, executive officers, directors, stockholders or employees) or organizations with respect to any"auto"owned by you, loaned to you or hired by you or on your behalf and used with your permission. However, the coverage granted by this Provision 8. does not apply to any person using an "auto" while working in a business that sells, services, repairs or parks "autos" unless you are in that business. 9. No person or organization is an "Insured"with respect to the conduct of any current or past partnership orjoint venture that is not shown as a Named Insured in the Declarations. G. "Insured contract" means any oral or written contract or agreement entered into by you and pertaining to your business under which you assume the "tort liability"of another party to pay for"bodily injury" or '.property damage"to a third person or organization, provided that the"bodily injury"or"property damage" occurs subsequent to the execution of the contract or agreement. "Tort liability" means a civil liability that would be imposed by law in the absence of any contract or agreement. CU 60 02 06 97 (Page 7 of 15) H. "Loading"or"unloading" means the handling of property: 1, after it is removed from the place where it is accepted for movement into or onto an aircraft, watercraft or"auto" 2. while it is in or on an aircraft, watercraft or"auto"; 3. while it is being moved from an aircraft, watercraft or"auto"to the place where it is finally delivered. However, "loading"or"unloading" does not include the movement of property by means of a mechanical device, other than a hand truck, that is not attached to the aircraft, watercraft or"auto." 1„ "Mobile equipment" means any of the following types of land vehicles, including any attached machinery or equipment: 1, bulldozers,farm machinery, forklifts and other vehicles designed for use principally off public roads; 2. vehicles maintained for use solely on or next to premises you own or rent; 3. vehicles that travel on crawler treads; 4. vehicles, whether self-propelled or not, maintained primarily to provide mobility to permanently mounted: a. power cranes, shovels, loaders, diggers or drills, or b. road construction or resurfacing equipment such as graders, scrapers or rollers; 5. vehicles not described in 1., 2., 3., or 4. above that are not self-propelled and are maintained primarily to provide mobility to permanently attached equipment of the following types: a. air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment or b. cherry pickers and similar devices used to raise or lower workers, 6. vehicles not described in 1.,2., 3., or 4. above maintained primarily for purposes other than the transportation of persons or cargo. However, self-propelled vehicles with the following types of permanently attached equipment are not"mobile equipment" but will be considered "autos": a. equipment designed primarily for: (1) snow removal; (2) road maintenance, but not construction or resurfacing; or (3) street cleaning; b. cherry pickers and similar devices mounted on auto or truck chassis and used to raise or lower workers; and C. air compressors, pumps and generators, including spraying,welding, building cleaning, geophysical exploration, lighting and well servicing equipment. J. "Occurrence" means: 1„ as respects"bodily injury"or"property damage,"an accident, including continuous or repeated exposure to substantially the same general harmful conditions; 2. as respects"personal injury," an offense arising out of the business of any"Insured"that results in ,.personal injury." All damages that arise from the same or related injurious material or acts will be considered as arising out of one"occurrence," regardless of the frequency or repetition thereof, the number and kind of media used and the number of claimants; CU 60 02 06 97 (Page 8 of 15) 3. as respects "advertising injury,"an offense committed in the course of advertising your goods, products and services that results in "advertising injury." All damages that arise from the same or related injurious material or acts will be considered as arising out of one "occurrence," regardless of the frequency or repetition thereof, the number and kind of media used and the number of E claimants. K. "Personal injury" means injury other than "bodily injury" or"advertising injury" arising out of one or more of the following offenses during the policy period: 1. false arrest, detention or imprisonment; 2. malicious prosecution; 3. the wrongful eviction from, wrongful entry into, or invasion of the right of private occupancy of a room, dwelling or premises that a person occupies by or on behalf of its owner, landlord or lessor; 4. oral, written, televised, videotaped, or electronic publication of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or services; 5. oral, written, televised, videotaped, or electronic publication of material that violates a person's right of privacy, or 6. mental injury, mental anguish, humiliation, or shock, if directly resulting from Items K.1. through 5. L. 1. "Products-completed operations hazard" means all "bodily injury" and "property damage"from an "occurrence"taking place away from premises you own or rent and arising out of"your product"or "your work" except: a. products that are still in your physical possession, or b. work that has not yet been completed or abandoned. 2. "Your work"will be deemed completed at the earliest of the following times: a When all of the work called for in your contract has been completed. b. When all of the work to be done at the site has been completed if your contract calls for work at more than one site. C. When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service, maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as completed. 3. This "products-completed operations hazard"does not include "bodily injury" or"property damage" arising out of: a. the transportation of property, unless the injury or damage arises out of a condition in or on a vehicle created by the "loading"or"unloading"of it; b. the existence of tools, uninstalled equipment or abandoned or unused materials. M. "Property damage" means: 1, physical injury to tangible property, including all resulting loss of use of that property. All such loss of use will be deemed to occur at the time of the physical injury that caused it; or 2. loss of use of tangible property that is not physically injured. All such loss will be deemed to occur at the time of the "occurrence"that caused it. N. "Suit" means a civil proceeding which seeks monetary damages because of"bodily injury," "property damage,""personal injury," or"advertising injury"to which this insurance applies. "Suit" includes: CU 60 02 06 97 (Page 9 of 15) 1. an arbitration proceeding in which such damages are claimed and to which you must submit or do submit with our consent, or 2. any other alternative dispute resolution proceeding in which such damages are claimed and to which you submit with our consent. O. "Underlying insurance" means the insurance coverage provided under policies shown in the Schedule of Underlying Insurance, or any additional policies agreed to by us in writing. It includes any policies issued to replace those policies during the term of this insurance that provide: 1. at least the same policy limits; and 2. insurance for the same hazards, except as to any modifications which are agreed to by us in writing. P. "Your product" means: 1. Any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: a. you; b. others trading under your name, or C. a person or organization whose business or assets you have acquired; and 2. Containers (other than vehicles) materials, parts or equipment furnished in connection with such goods or products. "Your product" includes- 1. warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of"your product"; and 2. the providing of or failure to provide warnings or instructions. "Your product"does not include vending machines or other property rented to or located for the use of others but not sold. Q. "Your work"means: 1. work or operations performed by you or on your behalf; and 2. materials, parts or equipment furnished in connection with such work or operations. "Your work" includes: 1, warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of"your work" and 2. the providing of or failure to provide warnings or instructions. VI. Conditions A. Appeals If the "Insured"or an "Insured's" underlying insurers do not appeal a judgment in excess of the "retained limit,"we have the right to make such an appeal. If we elect to appeal, our liability on such an award or judgment will not exceed our Limits of Insurance as stated in Item 4. of the Declarations plus the cost and expense of such appeal. B. Audit We may audit and examine your books and records as they relate to this policy at any time during the period of this policy and for up to three years after the expiration or termination of this policy. C. Bankruptcy or Insolvency The bankruptcy, insolvency or inability to pay of any"Insured" or the bankruptcy, insolvency or inability to pay of any of the Underlying Insurers will not relieve us from the payment of any"claim"or"suit" covered by this policy. Under no circumstances will such bankruptcy, insolvency or inability to pay require us to drop down and replace the "retained limit" or assume any obligation with the "retained limit." CU 60 02 06 97 (Page 10 of 15) D. Cancellation 1„ You may cancel this policy. You must mail or deliver advance written notice to us stating when the cancellation is to take effect. 2. We may cancel this policy. If we cancel because of nonpayment of premium, we must mail or deliver to you not less than ten (10)days advance written notice stating when the cancellation is to 1 take effect. If we cancel for any other reason, we must mail or deliver to you not less than thirty (30)days advance written notice stating when the cancellation is to take effect. Mailing that notice to you at your mailing address shown in Item 1. of the Declarations will be sufficient to prove notice. 3. The policy period will end on the day and hour stated in the cancellation notice. 4. If we cancel, final premium will be calculated pro rata based on the time this policy was in force. Final premium will not be less than the Minimum Premium as shown in Item 3. of the Declarations. 5. If you cancel,final premium will be more than pro rata; it will be based on the time this policy was in force and increased by our short rate cancellation table and procedure. Final premium will not be less than the Minimum Premium as shown in Item 3. of the Declarations. 6. Premium adjustment may be made at the time of cancellation or as soon as practicable thereafter but the cancellation will be effective even if we have not made or offered any refund due you. Our check or our representative's check, mailed or delivered, will be sufficient tender of any refund due you. 7„ The first Named Insured in Item 1. of the Declarations will act on behalf of all other"Insured's" with respect to the giving and receiving of notice of cancellation and the receipt of any refund that may become payable under this policy. B. Any of these provisions that conflict with a law that controls the cancellation of the insurance in this policy is changed by this statement to comply with the law. E. Changes Notice to any agent or knowledge possessed by any agent or any other person will not effect a waiver or a change in any part of this policy. This policy can only be changed by a written endorsement that becomes a part of this policy and that is signed by one of our authorized representatives. F. Duties in The Event of An Occurrence, Claim Or Suit 1 You must see to it that we are notified as soon as practicable of an "occurrence"which may result in a "claim" or"suit" under this policy. To the extent possible, notice will include: a. how, when and where the "occurrence"took place; b. the names and addresses of any injured person and witnesses; C. the nature and location of any injury or damage arising out of the"occurrence." 2. If a "claim"or"suit"against any"Insured"is reasonably likely to involve this policy you must notify us in writing as soon as practicable. 3. You and any other involved "Insured" must: a. immediately send us copies of any demands, notices, summonses or legal papers received in connection with the"claim"or"suit" b. authorize us to obtain records and other information; CU 60 02 06 97 (Page 11 of 15) C. cooperate with us in the investigation, settlement or defense of the "claim"or"suit" and d. assist us, upon our request, in the enforcement of any right against any person or organization which may be liable to the"Insured" because of injury or damage to which this insurance may also apply. 4. The "Insured's"will not, except at their own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for first aid, without our consent. G. Inspection We have the right, but are not obligated, to inspect the premises and operations of any"Insured"at any time. Our inspections are not safety inspections. They relate only to the insurability of the premises and operations of any"Insured" and the premiums to be charged. We may give you reports on the conditions we find. We may also recommend changes. While they may help reduce losses, we do not undertake to perform the duty of any person or organization to provide for the health or safety of any employees or the public. We do not warrant that the premises or operations of any"Insured"are safe or healthful or that they comply with laws, regulations, codes or standards. H. Legal Actions Against Us There will be no right of action against us under this insurance unless: 1. you have complied with all the terms of this policy; and 2 the amount you owe 1 i'as been determined by settlement with our consent or by actual a i;al and final Ijudgrnerut; This insurance does not give anyone the right to add us as a party in an action against you to determine your liability. I. Maintenance of Underlying Insurance During the period of this policy, you agree: 1. to keep the policies listed in the Schedule of Underlying Insurance in full force and effect; 2, that any renewals or replacements of the policies listed in the Schedule of Underlying Insurance will not be more restrictive in coverage; 3. that the Limits of Insurance of the policies listed in the Schedule of Underlying Insurance will be maintained except for any reduction or exhaustion of aggregate limits by payment of"claims"or "suits"for"occurrences" covered by"underlying insurance"; and 4. that the terms, conditions and endorsements of the policies listed in the Schedule of Underlying Insurance will not change during the period of this policy such as to increase the coverage afforded under this policy. If you fail to comply with these requirements, we will only be liable to the same extent that we would have been had you fully complied with these requirements. J. Other Insurance If other insurance applies to a loss that is also covered by this policy, this policy will apply excess of the other insurance. Nothing herein will be construed to make this policy subject to the terms, conditions and limitations of such other insurance. However, this provision will not apply if the other insurance is specifically written to be excess of this policy. K. Premium The first Named Insured designated in Item 1.of the Declarations will be responsible for payment of all premiums when due. The premium for this policy will be computed on the basis set forth in Item 3. of the Declarations. At the beginning of the policy period, you must pay us the Advance Premium shown in Item 3. of the Declarations. CU 60 02 06 97 (Page 12 of 15) When this policy expires or if it is canceled, we will compute the earned premium for the time this policy was in force. If this policy is subject to audit adjustment, the actual exposure basis will be used to compute the earned premium. If the earned premium is greater than the Advance Premium, you will promptly pay us the difference. If the earned premium is less than the Advance Premium, we will return the difference to you. But in any event we will retain the Minimum Premium as shown in Item 3. of the Declarations for each twelve months of our policy period. L. SEPARATION OF INSUREDS Except with respect to our Limits of Insurance and any rights or duties specifically assigned to the first Named Insured designated in Item 1. of the Declarations, this insurance applies: 1. as if each Named Insured were the only Named Insured; and i 2. separately to each "Insured" against whom "claim" is made or"suit" brought. M. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US If any"Insured" has rights to recover all or part of any payment we have made under this policy, those rights are transferred to us. The"Insured" must do nothing after loss to impair those rights and must help us enforce them. Any recoveries will be applied as follows: 1. any interests, including the "Insured,"that have paid an amount in excess of our payment under this policy will be reimbursed first; 2. we then will be reimbursed up to the amount we have paid, and 3. lastly, any interests, including the "Insured," over which our insurance is excess, are entitled to claim the residue. Expenses incurred in the exercise of rights of recovery will be apportioned between the interests, including the "Insured," in the ratio of their respective recoveries as finally settled. N. TERMS CONFORMED TO STATUTE The terms of this Policy which are in conflict with the statutes of the state where this Policy is issued are amended to conform to such statutes. If we are prevented by law or statute from paying on behalf of an "Insured,"then we will, where permitted by law or statute, indemnify the "Insured"for those sums in excess of the "retained limit." O. TRANSFER OF YOUR RIGHTS AND DUTIES Your rights and duties under this policy may not be transferred without our written consent. If you die or are legally declared bankrupt, your rights and duties will be transferred to your legal representative but only while acting within the scope of duties as your legal representative. However, notice of cancellation sent to the first Named Insured designated in Item 1. of the Declarations and mailed to the address shown in this policy will be sufficient notice to effect cancellation of this policy. P. WHEN LOSS IS PAYABLE Coverage under this policy will not apply unless and until any"Insured"or an "Insured's" underlying insurer is obligated to pay the "retained limit." When the amount of loss has finally been determined, we will promptly pay on behalf of the "Insured"the amount of loss falling within the terms of this policy. You will promptly reimburse us for any amount within the Self-Insured Retention advanced by us at our discretion on behalf of any"Insured." CU 60 02 06 97 (Page 13 of 15) NUCLEAR ENERGY LIABILITY EXCLUSION This policy does not apply to: 1. Any liability, injury or damage:. a. with respect to which any"Insured" under the policy is also an "Insured" under a nuclear energy liability policy issued by Nuclear Energy Liability Insurance Association, Mutual Atomic Energy Liability Underwriters, Nuclear Insurance Association of Canada or any of their successors, or would be an "Insured" under any such policy but for its termination upon exhaustion of its Limits of Insurance; or b. resulting from the "hazardous properties" of"nuclear material"and with respect to which (a) a person or organization is required to maintain financial protection pursuant to the Atomic Energy Act of 1954, or any law amendatory thereof, or(b) any"Insured" is, or had this policy not been issued would be, entitled to indemnity from the United States of America, or any agency thereof, under any agreement entered into by the United States of America, or any agency thereof, with any person or organization. 2. Any injury or"nuclear property damage" resulting from the"hazardous properties"of"nuclear material," if: a. the"nuclear material" (a) is at any"nuclear facility"owned by, or operated by or on behalf of, any"Insured" or(b) has been discharged or dispersed therefrom; b. the"nuclear material" is contained in "spent fuel" or"nuclear waste" at any time possessed, handled, used, processed, stored, transported or disposed of by or on behalf of any"Insured'; or C. the injury or"nuclear property damage" arises out of the furnishing by any"Insured" of services, materials, parts or equipment in connection with the planning, construction, maintenance, operation or use of any '.nuclear facility," but if such facility is located within the United States of America, its territories or possessions or Canada, this Exclusion 2.c. applies only to "nuclear property damage"to such "nuclear facility"and any property therein. 3. As used in this exclusion: a. "Hazardous properties" includes radioactive, toxic or explosive properties. b. "Nuclear facility" means: L any"nuclear reactor" it. any equipment or device designed or used for (1) separating the isotopes of uranium or plutonium, (2) processing or utilizing "spent fuel" or (3) handling, processing or packaging "nuclear waste"; III. any equipment or device used for the processing, fabricating or alloying of"special nuclear material" if at any time the total amount of such material in the custody of any"Insured"at the premises where such equipment or device is located consists of or contains more than 25 grams of plutonium or uranium 233 or any combination thereof, or more than 250 grams of uranium 235; iv, any structure, basin, excavation, premises or place prepared or used for the storage or disposal of, "nuclear waste,"and includes the site on which any of the foregoing is located, all operations considered on such site and all premises used for such operations. C. "Nuclear material" means "source material," "special nuclear material" or by-product material. d. "Nuclear property damage" includes all forms of radioactive contamination of property. CU 60 02 06 97 (Page 14 of 15) e. "Nuclear reactor"means any apparatus designed or used to sustain nuclear fission in a self-supporting chain reaction or to contain a critical mass of fissionable material. j I. "Nuclear waste"means any nuclear waste material (a) containing "by-product material" other than the tailings of nuclear waste produced by the extraction or concentration of uranium or thorium from any ore processed primarily for its "source material' content, and (b) resulting from the operation by any person or organization of any"nuclear facility" included within the definition of"nuclear facility' under Paragraph 3.b.i. or 3.b.ii. g. "Source material," "special nuclear material,"and "by-product material' have the meanings given them in the Atomic Energy Act of 1954 or in any law amendatory thereof. h. "Spent fuel' means any fuel element or fuel component, solid or liquid, which has been used or exposed to radiation in a "nuclear reactor." This endorsement does not change any other provision of the policy. In Witness Whereof, we have caused this policy to be executed and attested, but this policy will not be valid unless countersigned by one of our duly authorized representatives,where required by law. CU 60 02 06 97 (Page 15 of 15) This page has been left blank intentionally. f CU 64 95 12 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. I 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 This paoc has been left blank intentionally. CU 88 39 07 14 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF DEFINITION OF INSURED This endorsement modifies insurance provided under the following: COMMERCIAL UMBRELLA COVERAGE PART Paragraph F.5. under SECTION V. DEFINITIONS is replaced by the following: 5. Any person or organization who qualifies as an insured in the "underlying insurance" and does not qualify as an 'Insured" in paragraphs 1., 2., 3., 4., 6., 7., or 8. of this definition F., but not beyond the extent of any limitation imposed under any contract or agreement. However: a. The coverage provided to such person or organization by this insurance: (1) Applies only to the extent permitted by law; and (2) Will not be broader than the coverage afforded by the applicable "underlying insurance" and b. If coverage provided to such person or organization is required by a contract or agreement, the limits of insurance afforded to that person or organization will be: (1) The difference between the applicable "underlying insurance" limits and the minimum limits of insurance which you agreed to provide in a contract or agreement; or (2) The amount of insurance available under the applicable Limits of Insurance shown in the Declarations of this policy whichever is less. If the minimum limits of insurance you agreed to provide such person or organization in a contract or agreement are wholly within the "underlying insurance", this policy shall not apply. This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns. This endorsement does not change any other provision of the policy. © 2014Liberty Mutual Insurance.All rights reserved. CU 88 39 07 14 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 1 of 1 This page has been left blank intentionally. 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 -15 1-07 Legal Relations and Responsibilities to the Public--........... 1-18 1-08 Prosecution and Progress ................................................. 1-22 1-09 Measurement and Payment .............................................. 1 -26 1-10 Temporary Traffic Control ................................................ 1-27 DIVISION 2 EARTHWORK.......................................................... 2-1 2-01 Clearing, Grubbing, and Roadside Cleanup ......................... 2-1 2-02 Removal of Structures and Obstructions.................. .......... 2-1 2-03 Roadway Excavation and Embankment ........................ ...... 2-3 2-06 Subgrade Preparation .................................. ......... ......... 2-4 2-07 Watering ....................................................................... 2-4 2-13 Drainage Swale .............................................................. 2-5 DIVISION 4 BASES.................................................................... 4-1 4-03 Gravel Borrow ...................................... .......................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-2 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-02 Bituminous Surface Treatment................................... ....... 5-1 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-01 Drains ............................................ 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-6 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control-........ ...... .... 8-1 8-02 Roadside Restoration..........................,,.,....,......,............. 8-8 8-04 Curbs, Gutters, and Spillways-... ........ ................... ........ 8-11 8-10 Guide Posts.................................................................... 8-12 8-14 Cement Concrete Sidewalks ...................... ...................... 8-13 8-18 Mailbox Support ............................................................. 8-14 132"° Pedestrian Improvements (North)/Holcomb April 18, 2018 Project Number: 17-3020 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical................... ........... 8-15 8-21 Permanent Signing.......................................................... 8-16 8-22 Pavement Marking .......................................................... 8-17 8-24 Gravity Block Wall........................................................... 8-18 8-26 Bollards............................................................ ............ 8-20 8-28 Pothole Utilities .............................................................. 8-21 8-30 Project Sign(s) ............................................................... 8-22 8-33 Tree Removal for construction Improvements ,,,, ,,,,,,,,,, 8-23 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates ..................................................................... 9-1 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls ...................... 9-3 9-14 Erosion Control and Roadside Planting ............................... 9-3 9-28 Signing Materials and Fabrication ...................................... 9-6 9-29 Illumination, Signal, Electrical.................—... .........,...,...,. 9-7 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS__ ......................_.......................I....... A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 SPECIFICATIONS FOR PERVIOUS CONCRETE PAVEMENT.................. A-4 PREVAILING WAGE RATES.u...........................................................— A-5 132nd Pedestrian Improvements (North)/Holcomb April 18, 2018 Project Number: 17-3020 KENT' SP'EG I L PROVISIONIS 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. 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1 -01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons N I C Not In Contract SF Square Feet SECTION 1-01.31 "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 132n0 Pedestrian Improvements (North)/Holcomb 1 - 1 April 18, 2018 Project Number: 17-3020 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 BY ADDING 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 132id Pedestrian Improvements (North)/Holcomb 1 - 2 April 18, 2018 Project Number: 17-3020 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at KeEtuU4RA.c1ov/cic7ir�g bu ro_cureni however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and 132"tl Pedestrian Improvements (North)/Holcomb 1 - 3 April 18, 2018 Project Number: 17-3020 shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 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. 132nd Pedestrian Improvements (North)/Holcomb 1 - 4 April 18, 2018 Project Number, 17-3020 SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: i 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03. 1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH "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 132"d Pedestrian Improvements (North)/Holcomb 1 - 5 April 18, 2018 Project Number: 17-3020 other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Arnencirnerlts to WSDOT Standard Speciticaliuns 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, inciuding 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. 132ni° Pedestrian Improvements (North)/Holcomb 1 - 6 April 18, 2018 Project Number: 17-3020 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2, Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 132n0 Pedestrian Improvements (North)/Holcomb 1 - 7 April 18, 2018 Project Number, 17-3020 1-05 CONTROL OF WORK SECTION 7-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS SECTION 7-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes To the extent a conflict exists between the requirements of WSDOT Section 1 -05.4 and Kent Special Provision Section 1 -05.5, the requirements of KSP Section 1 -05.5 will prevail. DIVISION 7 1S SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1 -05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1 -05.5(2) through 1 -05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1 -05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1 -08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after 1320° Pedestrian Improvements (North)/Holcomb 1 - 8 April 18, 2018 Project Number: 17-3020 construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1 -05,51 subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(3) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. 132nd Pedestrian Improvements (North)/Holcomb 1 - 9 April 18, 2018 Project Number. 17-3020 I . Sufficient horizontal control points to allow the Contractor to establish centerline, abutments and pier centerline positioning and stationing. 2. Up to 6 bench marks in close proximity to the work area. 3. Permanent monuments as shown on the drawings or as given by the City. The Contractor shall establish all secondary survey controls, both horizontal and vertical, as necessary to assure proper placement of all project elements based on the primary control points provided by the City. Survey work shall be within the following tolerances: 1 . Stationing +.01 foot 2. Alignment +0.1 foot (between successive points) 3. Superstructure Elevations +0.1 foot (from plan elevations) 4. Substructure Elevations +0.5 foot (from plan elevations) During the progress of the work, the Contractor shall make available to the City all filed books including survey information, footing elevations, cross sections and quantities. The Contractor shall be fully responsible for the close coordination of field locations and measurements within appropriate dimensions of structural members being fabricated. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $270/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 132n6 Pedestrian Improvements (North)/Holcomb 1 - 10 April 18, 2018 Project Number, 17-3020 I . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,Junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, _junction boxes, and conduits will be provided at an additional expense to the Contractor. 1320° Pedestrian Improvements (North)/Holcomb 1 - 11 April 18, 2018 Project Number: 17-3020 When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $270/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 1-05.8 City's Right to Correct Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work 13200 Pedestrian Improvements (North)/Holcomb 1 - 12 April 18, 2018 Project Number 17-3020 removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED WITH THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. 132"d Pedestrian Improvements (North)/Holcomb 1 - 13 April 18, 2018 Project Number. 17-3020 The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05. 10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05. 13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2016 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05. 13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1 -02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. 132o1 Pedestrian Improvements (North)/Holcomb 1 - 14 April 18, 2018 Project Number: 17-3020 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 BYADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED /N ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1 , 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 132" Pedestrian Improvements (North)/Holcomb l - 15 April 18, 2018 Project Number: 17-3020 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1 -08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2, Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3, Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 1320, Pedestrian Improvements (North)/Holcomb 1 - 16 April 18, 2018 Project Number: 17-3020 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 132nd Pedestrian Improvements (North)/Holcomb 1 - 17 April 18, 2018 Project Number: 17-3020 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) 1S REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1 -07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None 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. 132"d Pedestrian Improvements (North)/Holcomb 1 - 18 April 18, 2018 Project Number: 17-3020 1-07.13 Contractor's Responsibility for Work SECTION 1-07. 13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.131 Repair of Damage SECTION 1-07. 14 /S REVISED BY ADDING THE FOLLOWING SENTENCE TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1 -07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07. 17 IS REVISED BYADDING 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 132n0 Pedestrian Improvements (North)/Holcomb 1 - 19 April 18, 2018 Project Number: 17-3020 Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1 -07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Centur ty ink Comcast Alex Harb Bill Walker 206-345-4476 253-288-7538 253-831-0395 (cell) 206-255-6975 (cell) met Sound Energy Gas Puget Sounder Paver Glenn Helton Hong Nguyen 253-395-6926 425-449-6609 (cell) 425-559-4647 (cell) Verizon Water District 111 Scott Christenson Brent Lewis 425-636-6046 253-631-8072 425-471-1079 (cell) 253-495-8994 (cell) 132"tl Pedestrian Improvements (North)/Holcomb 1 - 20 April 16, 2018 Project Number: 17-3020 Soos Creek Water_and_Sewer District Skip Shear 253-630-9900 ext. 124 SECTION 1-07. 18 IS REVISED BYADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1 - 07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.23(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH: 1-07.230) Construction Under Traffic The Contractor shall notify adjacent property owners and/or tenants regarding construction near their property a minimum of ten (10) working days in advance of construction, and coordinate construction scheduled with property owners and/or tenants to minimize disruptions to their operations. The Contractor shall provide pedestrian access at all times. This includes, but is not limited to, access to King County Metro Bus Stops, businesses, Public facilities, and residences. 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. 132n6 Pedestrian Improvements (North)/Holcomb 1 - 21 April 18, 2018 Project Number: 17-3020 SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 /S SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to five (5) 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. 132""Pedestrian Improvements (North)/Holcomb 1 - 22 April 18, 2018 Project Number: 17-3020 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work i 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 3:00 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 3:00 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 3:00 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 132n0 Pedestrian Improvements (North)/Holcomb 1 - 23 April 18, 2018 Project Number. 17-3020 Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 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. 132'" Pedestrian Improvements (North)/Holcomb 1 - 24 April 18, 2018 Project Number, 17-3020 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 BYDELETING THE THIRD PARAGRAPHAND 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 BYDELETING 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 1-09A, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. 132i6 Pedestrian Improvements (North)/Holcomb 1 - 25 April 18, 2018 Project Nu nber: 17-3020 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 132ntl Pedestrian Improvements (North)/Holcomb 1 - 26 April 18, 2018 Project Number: 17-3020 shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09. 13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1 -04.5 and 1 -09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1 -09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules 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 1-10.2(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 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 IS SUPPLEMENTED BY ADDING 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, 132nd Pedestrian Improvements (North)/Holcomb 1 - 27 April 18, 2018 Project Number: 17-3020 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: The unit contract price for "Traffic 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 Supervisor" 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 amount 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. The unit contract price for "Portable Changeable Message Sign PCMS " per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1 -10.3(3)C of the 132ntl Pedestrian Improvements (North)/Holcomb 1 - 28 April 18, 2018 Project Number: 17-3020 WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Traffic Control Labor." 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 i 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. 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. 132nd Pedestrian Improvements (North)/Holcomb 1 - 29 April 18, 2018 Project Number; 17-3020 DIVISION 2 -- OARTHWOM 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP SECTION 2-01 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-01.1 Description The Contractor shall clear, grub, clean up, remove and dispose of all material and miscellaneous items within the work area which are necessary, but for which no specific bid item is provided. Clearing and grubbing on this project shall be performed within the following limits: within the right of way as shown on the plans as necessary for project construction — only remove trees shown on the plans or identified by the Engineer. The Contractor shall notify the Engineer of any trees that require removal that are not already shown on the plans. The Contractor shall not remove any trees without prior approval by the Engineer. The Contractor shall trim trees to allow for 8-foot clearance above the sidewalk or to clear fences. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, 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 132n0 Pedestrian Improvements (North)/Holcomb 2 - 1 April 18, 2018 Project Number 17-3020 otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2, 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. 3, 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. 4. 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. 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 halt, Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt 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 depth ill inches (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. 132ntl Pedestrian Improvements (North)/Holcomb 2 - 2 April 18, 2018 Project Number. 17-3020 "Remove Cement Concrete Curb and Gutter" "Remove Existing Extruded Curb„ The unit contract price per lineal foot for the above items constitute 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 and extruded curb as shown on the plans and described in the specifications. The unit price contract price per lineal foot for "Saw Cut Existana :halt Concrete 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: actual depth in inches, (length) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 length x 6 — 133 LF. No other compensation shall be allowed. 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. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests 132rd Pedestrian Improvements (North)/Holcomb 2 - 3 April 16, 2018 Project Number: 17-3020 Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. i 2-06 SUBGRADE PREPARATION I SECTION 2-06.3(7) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. 132°tl Pedestrian Improvements (North)/Holcomb 2 - 4 April 18, 2018 Project Number: 17-3020 The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. DIVISION 2 IS SUPPLEMENTED BYADDING THE FOLLOW NEW SECTION: 2-13 DRAINAGE SWALE 2-13.1 Description The excavation and or fill placement required for the construction of the drainage swales tie into the existing drainage Swale, matching existing side slope, depth and width as directed by the Engineer, shall be performed by the Contractor. The Contractor shall also place 4 inch depth compost and till it into the native soil and hydroseed. 2-13.2 Materials Seed ................................................ 9-14.2 Compost- ,,-............. ...... ............. .. 9-14.4(8) 2-13.3 Construction Requirements Compost must be tilled into the underlying native soil to a depth of 6 inches in accordance with Section 8-02.3(15)A of the Kent Special Provisions. The swale shall be seeded in accordance with Section 8- 02.3(15)B of the Kent Special Provisions with Mix C wetland grass in accordance with Section 9-14.2 of the Kent Special Provisions. 2-13.5 Payment The unit contract price per linear foot for "Construct araina e Swale" shall be complete compensation for all labor, materials, supplies and equipment required to construct the swale including tilling of the compost and anchor plates and posts. The compost and seeding are included under the appropriate bid items. Bid item is for within 5' of each new culvert (12" pipe) as shown on the plans. Any damage to the existing swale by the contractor shall be incidental to HMA Class '112", PG 581-1-22 bid item 1095 and Pervious Cement Concrete Sidewalk bid item 1132. 132n0 Pedestrian Improvements (North)/Holcomb 2 - 5 April 18, 2018 Project Number: 17-3020 IVIS ON 4 BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: i 4-03 GRAVEL BORROW 4-03.1 Description This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow .......................... 9-03.14(1) 4-03.3 Construction Requirements Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 4-03.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid item when they are included in the Proposal: The unit contract price per ton for "Gravel Borrow Including Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary or incidental to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, trench backfill, storm sewer, and other excavation backfill and compaction unless otherwise noted. 132nd Pedestrian Improvements (North)/Holcomb 4 - 1 April 18, 2018 Project Number: 17-3020 4-n4 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 shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) 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. 132nd Pedestrian Improvements (North)/Holcomb 4 - 2 April 18, 2018 Project Number: 17-3020 NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti-stripping additive. 5-04 HOT MIX ASPHALT THE ENTIRE SECTION 5-04 IS DELETED AND REPLACED WIH THE FOLLOWING. 5-04.1 Description (March 5, 2018 APWA GSP) This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections: Asphalt Binder 9-02.1 (4) Cationic Emulsified Asphalt 9-02.1 (6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 132o6 Pedestrian Improvements (North)/Holcomb 5 - 1 April 18, 2018 Project Number. 17-3020 Sand 9-03.1 (2). (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1 ,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01 . Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 3 million. 5-04.2(1) How to Get an HMA Mix Design on the QPL (March 5, 2078 APWA GSP) If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 132°d Pedestrian Improvements (North)/Holcomb 5 - 2 April 18, 2018 Prefect Number: 17-3020 5-04.2(2) Mix Design — Obtaining Project Approval (March 5, 2018 APWA GSP) No paving shall begin prior to the approval of the mix design by the F Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date.** The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a 132Id Pedestrian Improvements (North)/Holcomb 5 - 3 April 18, 2018 Project Number: 17-3020 certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations (March 5, 2018 APWA GSP) Do not place HMA for wearing course on any Traveled Way beginning October 1" through March 31" of the following year without written concurrence from the Engineer. Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving ...... ....... .._..... ....__...__..._._.__._..._......._.._-- — Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55,F 45-F 0.10 to .20 45 F 35-F ............m..................._ More than 0.20 35-F 35-F 5-04.3(2) Paving Under Traffic (March 5, 2018 APWA GSP) When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. 132n1 Pedestrian Improvements (North)/Holcomb 5 - 4 April 18, 2018 Project Number: 17-3020 During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section B-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-O4.3(3)A Mixing Plant (March 5, 2018 APWA GSP) Plants used for the preparation of HMA shall conform to the following requirements: 1 . Equipment for Preparation of Asphalt Binder — Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment — An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder — The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials — The HMA plant shall be equipped with a mechanical sampler for the sampling of the 132nd Pedestrian Improvements (North)/Holcomb 5 - 5 April 18, 2018 Project Number: 17-3020 mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01 .2(2). 5. Sampling HMA — The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment (March 5, 2078 APWA GSP) Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45OF or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers (March 5, 2018 APWA GSP) HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Acopy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. 132ntl Pedestrian Improvements (North)/Holcomb 5 - 6 April 18, 2018 Project Numbers 17-3020 Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle (March 5, 2018 APWA GSP) A Material Transfer Device/Vehicle (MTD/V) is not required as part of this contract. 5-04.3(3)E Rollers (March 5, 2018 APWA GSP) Rollers shall be of the steel wheel, vibratory, oscilatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 132Id Pedestrian Improvements (North)/Holcomb 5 - 7 April 18, 2018 Project Number: 17-3020 5-04.3(4) Preparation of Existing Paved Surfaces (March 5, 2018 APWA GSP) When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1 , or CSS-1h emulsified asphalt. The CSS-1 and CSS-1 h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 132n° Pedestrian Improvements (North)/Holcomb 5 - 8 April 18, 2018 Project Number: 17-3020 5-O4.3(4)A Crack Sealing (March 5, 2018 APWA GSP) 5-O4.31 General When the Proposal includes a pay item for crack sealing, seal all cracks /4 inch in width and greater. Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required. Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per section 9-03.1 (2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1 -06 will not apply to the portland cement and sand used in the sand slurry. In areas where HMA will be placed, use sand slurry to fill the cracks. In areas where HMA will not be placed, fill the cracks as follows: 1 . Cracks 1/4 inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width — fill with sand slurry. Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in accordance with these requirements and the manufacturer's recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product information and recommendations to the Engineer prior to the start of work, including the manufacturer's recommended heating time and temperatures, allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor's method of sealing the cracks with hot poured sealant 132Id Pedestrian Improvements (North)/Holcomb 5 - 9 April 18, 2018 Project Number: 17-3020 results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material. 5-04.3(4)A2 Crack Sealing Areas Prior to Paving (March 5, 2018 APWA GSP) In areas where HMA will be placed, use sand slurry to fill the cracks. 5-04.3(4)A3 Crack Sealing Areas Not to be Paved (March 5, 2018 APWA GSP) In areas where HMA will not be placed, fill the cracks as follows: a. Cracks /4 inch to 1 inch in width - fill with hot poured sealant, b. Cracks greater than 1 inch in width — fill with sand slurry. 5-04.3(4)C Pavement Repair (March 5, 2078 APWA GSP) The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1 .0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21 . Asphalt for tack coat shall be required as specified in Section 5-04.3(4), A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 132nd Pedestrian Improvements (North)/Holcomb 5 - 10 April 18, 2018 Project Number: 17-3020 5-04.3(6) Mixing (March 5, 2078 APWA GSP) After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of r the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25OF as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: 132"' Pedestrian Improvements (North)/Holcomb 5 - 11 April 18, 2018 Project Number 17-3020 HMA Class 1 " 0.35 feet HMA Class 3/4" and HMA Class /2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/8" 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in the JMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA (March 5, 2018 APWA GSP) For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance (March 5, 2018 APWA GSP) Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1320d Pedestrian Improvements (North)/Holcomb 5 - 12 April 18, 2018 Project Number: 17-3020 1 . Job Mix Formula Tolerances — The constituents of the mixture at the time of acceptance shall conform to the following tolerances: Aggregate Percent Non-Statistical Commercial Passinq Evaluation Evaluation 1 ", 3/4", 1/2", and 3/8" +/- 6% +/- 8% sieves No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% .........................__ ................................_ Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. N/A and 5.5% max These tolerance limits constitute the allowable limits as described in Section 1-06.2. The tolerance limit for aggregate shall not exceed the limits of the control points, except the tolerance limits for sieves designated as 100 percent passing will be 99-100. 2. Job Mix Formula Adjustments — An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates —2 percent for the aggregate passing the 1 Y2", 1 3/4", /2", 3/8", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content — The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-O4.3(9)C Mixture Acceptance — Nonstatistical Evaluation HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-O4.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed, Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublet will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a 132nd Pedestrian Improvements (North)/Holcomb 5 - 13 April 18, 2018 Project Number: 17-3020 given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-O4.3(9)C2 Mixture Nonstatistical Evaluation Sampling Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-O4.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731 . Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11 . 5-O4.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: 132n" Pedestrian Improvements (North)/Holcomb 5 - 14 April 18, 2018 Project Number: 17-3020 .......... _ w. .... Table of Price Adjustment Factors Constituent Factor "f' _....._....__ .......................... __ .. _....,. All aggregate passing: 11/2", 1 ", 3/4 , 112", 3/s" and No.4 2 sieves --.......... _,._..__........ All aggregate passing No. 8 sieve is ._.... I All aggregate passing No. 200 sieve 20 Asphalt binder 40 .............._ Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 .00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-O4.3(9)C5 Vacant 5-O4.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1 .00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1 .00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 .00 in calculating the Composite Pay Factor (CPF). 5-O4.3(9)C7 Mixture Nonstatistical Evaluation - Retests The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublet sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 132ntl Pedestrian Improvements (North)/Holcomb 5 - 1 April 18, 2018 Project Number: 17-3020 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1 -06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1 00. When less than three sublots exist, backup samples of the existing sublets or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1 .00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1 .00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1 .00 in calculating the Composite Pay Factor (CPF). 5-04.3(10) HMA Compaction Acceptance (March 5, 2018 APWA GSP) HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1 -06.2, using a minimum of 92 percent of the maximum density. The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. 132n" Pedestrian Improvements (North)/Holcomb 5 - 2 April 18, 2018 Project Number: 17-3020 Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. V If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the Contracting Agency will obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738, HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublet that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1 .00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublet. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublet and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublet have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the 132" Pedestrian Improvements (North)/Holcomb 5 - 3 April 18, 2018 Project Number: 17-3020 Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1 .00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction — General Compaction Requirements Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction — Cyclic Density Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance, with a maximum of 15 sublets per lot; the final lot for a mix design may be increased to 25 sublets. Sublets will be uniform in size with a maximum sublot size based on original Plan quantity tons of HMA as specified in the table below. The sublet locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that 132nd Pedestrian Improvements (North)/Holcomb 5 - 4 April 18, 2018 Project Number: 17-3020 material conforming to the Specifications can be produced. HMA Original Plan Quantity Sublot Size (tons) (tons) I .....m......m.m..... <20,000 100 20,000 to 30,000 150 .................................. >30,000 200 HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(10)D3 HMA Nonstatistical Compaction — Price Adjustments For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1 .00, however, lots with a calculated CPF in excess of 1 .00 will be used to offset lots with CPF values below 1 .00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1 .00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot intons, and the unit Contract price per ton of mix. 132oo Pedestrian Improvements (North)Malcom b 5 - 5 April 18, 2018 Project Number: 17-3020 5-04.3(11) Reject Work (March 5, 2018 APWA GSP) 5-04.3(11)A Reject Work General Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 5-04.3(11)D Rejection - A Partial Sublot In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1 -06.2(2). 132nd Pedestrian Improvements (North)/Holcomb 5 - 6 April 18, 2018 Project Number: 17-3020 5-04.3(11)E Rejection - An Entire Sublot An entire sublet that is suspected of being defective may be rejected. When a sublet is rejected a minimum of two additional random samples from this sublet will be obtained. These additional samples and the original sublet will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1 . When the Composite Pay Factor (CPF) of a lot in progress drops below 1 .00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints (March 5, 2078 APWA GSP) 5-04.3(12)A HMA Joints 5-04.3(12)A1Transverse Joints The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transversejoints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H: 1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. 132nd Pedestrian Improvements (North)/Holcomb 5 - 7 April 18, 2018 Project Number: 17-3020 5-O4.3(12)A2 Longitudinal Joints The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 4H: IV. The sloped portion of the HMA notched wedgejoint shall be uniformly compacted. 5-O4.3(12)B Bridge Paving Joint Seals 5-O4.3(12)B1 HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-O4.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in section 5-04.3(12)B1 and the following requirement: 1 . Clean and seal the existing joint between concrete panels in accordance with Section 5-01 .3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness (March 5, 2018 APWA GSP) The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/s inch from the lower edge of a 10-foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 132ntl Pedestrian Improvements (North)/Holcomb 5 - 8 April 18, 2018 Project Number: 17-3020 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from ahigh place in the HMA, the pavement surface shall be corrected by one of the following methods: 1 . Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre- Paving planning (5-O4.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement The planning plan must be approved by the Engineer and a pre planning meeting must be held prior to the start of any planing. See Section 5-O4.3(14)B2 for information on planning submittals. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. 132ntl Pedestrian Improvements (North)/Holcomb 5 - 9 April 18, 2018 Project Number: 17-3020 Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut buttjoints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5- 04.3(14)A. Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. 5-O4.3(14)A Pre-Planing Metal Detection Check Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 132r1 Pedestrian Improvements (North)/Holcomb 5 - 10 April 18, 2018 Project Number: 17-3020 5-O4.3(14)B Paving And Planing Under Traffic 5-O4.3(14)B1 General In addition the requirements of Section 1 -07.23 and the traffic controls required in Sr2cfio11 1 :,.'I„( , and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1 . Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1 - 02,(?- b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 18_23. 3. Permanent pavement marking must comply with Section -22, 5-O4.3(14)B2 Submittals - Planing Plan And Hma Paving Plan The Contractor must submit a planing plan and a paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. 132ntl Pedestrian Improvements (North)/Holcomb 5 - 11 April 18, 2018 Project Number: 17-3020 The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where peace officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1 . A copy of the accepted traffic control plan, see Section .'II,I,,,-„1„d„7,;,,,2„g2,�,, detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names,job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 1O.Tonnage of HMA to be placed each day. 11 .Approximate times and days for starting and ending daily operations. 5-O4.3(14)B3 Pre-Paving And Pre-Planing Briefing At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, 132nd Pedestrian Improvements (North)/Holcomb 5 - 12 April 18, 2018 Project Number: 17-3020 including driveway and business access, garbage truck operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1 . General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b, In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e, Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g, Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.3(14)g2. h, Description of how flaggers will be coordinated with the planing, paving, and related operations. I. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j, Other items the Engineer deems necessary to address. 2. Paving — additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. 132itl Pedestrian Improvements (North)/Holcomb 5 - 13 April 18, 2018 Project Number: 17-3020 d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 5-04.3(15) Sealing Pavement Surfaces (March 5, 2078 APWA GSP) Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches (March 5, 2018 APWA GSP) HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 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" PG 58H-22" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing and finishing the asphalt for driveways, permanent utility patches, sidewalk ramps, 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. Any damage to the existing swale as a result of the placing of HMA shall be considered incidental to this bid item. Swale construction on culvert pipe ends shall be covered under the corresponding bid item. The unit contract price per square yard for "Planing Bituminous Pavement" constitutes complete compensation for all materials, tools, equipment and labor necessary or incidental to plane, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. Payment shall be made upon actual square yards planed, regardless of the full planing capacity of the equipment used. The unit contract price per ton for "Cold Plant Mix for Temparar Pavement Patch" shall be full pay for all costs of material, labor, tools and equipment necessary for furnishing, installing, maintaining, removing and disposing of Cold Plant Mix as required to provide 132ntl Pedestrian Improvements (North)/Holcomb 5 - 14 April 18, 2018 Project Number: 17-3020 temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. 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 132nd Pedestrian Improvements (North)/Holcomb 5 - 15 April 18, 2018 Project Number: 17-3020 A I V I S I ON 7 - DRAINAGE STRUCTURES, STORM SEIIIIWERS. SANITARY SEWER% WATER MAINS-AND-GOAMMUS 7-01 DRA I NS SECTION 7-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.2 Materials Materials for this project shall meet the requirements of the following sections: Geotextile Fabric.................................................... 2-12.2 Gravel Backfill for Drains......................................... 9-03.12(4) Perforated Polyvinyl Chloride (PVC) Underdrain Pipe.... 9-05.2(6) SECTION 7-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01 .4 Measurement The linear foot measurement will include the length of the cleanouts. 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. PVC pipe cannot be used for culverts and in its final location may not be exposed to sunlight. Reinforced Concrete Pipe (RCP) Class IV .....— 9-05.7(2) PVC Pipe .................................................... 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) ......... ...... 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing SECTION 7-04.3(1)A IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. 132ntl Pedestrian Improvements (North)/Holcomb 7 - 1 April 18, 2018 Project Number: 17-3020 The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. Culvert pipe bevel shall be per Kent Standard Plan 5-19, SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION. 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment "Ductile Iron Storm Sewer Pipe 18 Inch Diameter" "Ductile Iron Storm Sewer Pipe. 12 Inch Diameter" The unit contract price per lineal foot for the above items shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, pipe bevel and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 7- 5 MANHOLE T CATCH BASINS AND DRYNWELL SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements All manholes and catch basins shall be precast concrete units and shall conform to Kent Standard Plans 5-1 M and 5-21V unless specified otherwise. All manhole penetrations, lifting holes, barrel joints (interior or exterior), risers, frames, and any other location determined by the Engineer, shall be sealed to prevent infiltration. The Contractor shall 132nd Pedestrian Improvements (North)/Holcomb 7 - 2 April 18, 2018 Project Number: 17-3020 submit proposed sealing product literature to the Engineer for acceptance, prior to use. Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with WSDOT Standard Plan B-30.70-03, B-30.10-02, B- 30.20-03, B-30.30-02, or B-30.40-02 as applicable. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. Care must be taken to insure that pressures exerted on the soils beneath the manholes and the adjacent mains are approximately uniform. Unequal soil pressures may result in excessive settlement at manholes. A spread foundation or other measures may be required to reduce the unit load imposed by the manhole. PVC pipe adaptors shall be KOR-IN-SEAL type flex joints or sand collars or other materials as approved by the Engineer to permit slight differential movement. All pipe materials other than the above shall be mudded directly into the manholes and catch basins using a smooth forty five (45) degree bevel from the pipe to the structure meeting ASTM D-303-H-78 SDR35. The allowable protrusion is two (2) inches inside the structure unless approved otherwise by the Engineer. Block lettering is required on the top surfaces of storm drain castings, and shall read as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. 132od Pedestrian Improvements (North)/Holcomb 7 - 3 April 18, 2018 Project Number: 17-3020 No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1 -1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementatious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. Thejoint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean said system to the satisfaction of the Engineer. NOTE: Cleaning shall include those existing lines downstream of the project in which debris has been deposited. 132Id Pedestrian Improvements (North)/Holcomb 7 - 4 April 18, 2018 Project Number 17-3020 7-05.3(6) Storm Drain Marking The pavement adjacent to all new catch basins shall be marked with the following standard pollution prevention button: J The Contractor is responsible for installation of the buttons. Markers and adhesive for publicly owned catch basins will be provided by the City. 7-05.3(7) Relocate Existing Catch Basin The existing catch basin assemblies indicated to be relocated shall be carefully removed to avoid damage. The Contractor will then install the catch basin at the location indicated on the plans so that the assembly will function as shown on the plans. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 7-05.5 Payment "Ad'ust Existing Manhole Cover to Finished Grade" "Ad'iust Existing Catch Basin Frarne and Grate to Finished Grade" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust and or rotate the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and installing City provided storm drain curb markers. Adjusting the grade by adding new or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Vaned Catch Basin Frame and Grate" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and 132o1 Pedestrian Improvements (North)/Holcomb 7 - 5 April 18, 2018 Project Number: 17-3020 cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. 7-08 GENERAL PIPE 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 for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. 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 Mix Asphalt .....„......................... 5-04.2 Cement Concrete Pavement ........ ..... 5-05.2 Culverts ........... ..... ...... ....„ 7-02.2 Storm Sewers ... 7-04.2 Manholes, Inlets and Catch Basins...... 7-05.2 Sanitary Sewer.... ... , 7-17.2 Side Sewers .................................... 7-18.2 Crushed Surfacing ...... . ... .....-.. ..... .. 9-03.9(3) Gravel Backfill for Pipe Zone Bedding.. 9-03.12(3) Gravel Borrow ....._.... ..... . ....... . .... .. 9-03.14(l) Foundation Material Class I and I I ...... 9-03.17 Bank Run Gravel for Trench Backfill .... 9-03.19 SECTION 7-08.3(1)A IS SUPPLEMENTED BYADD/NG THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain 132"" Pedestrian Improvements (North)/Holcomb 7 - 6 April 18, 2018 Project Number: 17-3020 continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or I I meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. 132n° Pedestrian Improvements (North)/Holcomb 7 - 7 April 18, 2018 Project Number: 17-3020 SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.30)C Bedding the Pipe i Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING 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. 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(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). 132"" Pedestrian Improvements (North)/Holcomb 7 - 8 April 1B, 2018 Project Number: 17-3020 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 6 inch thickness of crushed surfacing top course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 6 inches of crushed surfacing top course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to 132n1 Pedestrian Improvements (North)/Holcomb 7 - 9 April 18, 2018 Project Number: 17-3020 authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOW►NG: 7-08.4 Measurement Gravel backfill for foundation and gravel backfill for Crushed Surfacing Top Course, 5/8 Inch Minus bedding shall be measured by the ton, including haul. 132" Pedestrian Improvements (North)/Holcomb 7 - 10 April 18, 2018 Project Number. 17-3020 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL 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 Kenl- 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) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING 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. 132nd Pedestrian Improvements (North)/Holcomb 8 - 1 April 18, 2018 Project Number: 17-3020 The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION 8-01.3(1)A 1S 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 . Dewatering Plan 2, Spill Prevention Control and Countermeasures Plan 3, Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.31 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 in waters prohibited 132"d Pedestrian Improvements (North)/Holcomb 8 - 2 April 18, 2018 Project Number: 17-3020 3. City of Kent 2002 Surface Water Design Manual 4. Construction Stormwater General Permit — WA Department of Ecology 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. All costs for this work shall be included in the various unit contract bid prices. 8-01.3(2) Seeding, Fertilizing and Mulching SECTION B-01.3(2)B IS DELETED AND REPLACED WITH THE FOLLOWING: B-01.3(2)B Seeding and Fertilizing Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. 132o, Pedestrian Improvements (North)/Holcomb 8 - 3 April 18, 2018 Project Number: 17-3020 Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1 , Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.2 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 132n0 Pedestrian Improvements (North)/Holcomb 8 - 4 April 18, 2018 Project Number: 17-3020 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3, Mulch: As needed to meet requirements of Sections 8-01 .3(2)D and 9-14.4. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.3 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1 ,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of "Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre 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 132n6 Pedestrian Improvements (North)/Holcomb 8 - 5 April 18, 2018 Project Number: 17-3020 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. 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 BY ADDING 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 132n" Pedestrian Improvements (North)/Holcomb 8 - 6 April 18, 2018 Project Number: 17-3020 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 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 BYADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per acre for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary 132n° Pedestrian Improvements (North)/Holcomb 8 - 7 April 18, 2018 Project Number: 17-3020 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. 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 each for "inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit bid price per square yard for "Straw Mulch" constitutes complete compensation for all materials, tools, labor and equipment required for applying straw mulch on exposed soils for erosion control as directed by the Engineer. Straw shall be in an air-dried condition, and free of noxious weeds and other materials detrimental to plant life. The unit price per square yard for "Clear Plastic Coveein " (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. 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 5-02. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and 132n° Pedestrian Improvements (North)/Holcomb 8 - 8 April 18, 2018 Project Number, 17-3020 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: Topsoil Type A, Type B, and Type C............. 9-14.1 (1), (2), (3) Seed ............ ................. 9-14.2 Fertilizer.................................................. 9-14.3 Mulch and Amendments................I.........1.„ 9-14.4 Wood Cellulose Fiber ................................. 9-14.4(2) Special Planting Mixture................. ..... ....... 9-14.4(9) Erosion Control Devices ............. ... .........— 9-14.5 Plant Materials.......................................... 9-14.6 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 132n0 Pedestrian Improvements (North)/Holcomb 8 - 9 April 18, 2018 Project Number: 17-3020 either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: i 8-02.3(3) Weed and Pest Control During the maintenance period, all weeds are to be removed by hand. 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. SECTION 8-02.3(11) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11) Wood Chip Mulch Revise all references in this section from bark or wood chip mulch to "wood chip mulch." A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1 -gallon re-closable bag at least seven (7) days prior to application. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(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. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not 132"d Pedestrian Improvements (North)/Holcomb 8 - 10 April 18, 2016 Project Number: 17-3020 limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. The unit contract price per cubic yard for "Wood Chip Mulch" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the wood chip mulch in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking the wood chip mulch and cleanup. -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 8-04.3(1)A 1S DELETED AND REPLACED WITH THE FOLLOWING: 8-04.3(1)A Extruded Cement Concrete Curb Extruded cement concrete curb shall be placed, shaped, and compacted true to line and grade with an approved extrusion machine. The extrusion machine shall be capable of shaping and thoroughly compacting the concrete to the required cross section. The pavement shall be dry and cleaned of loose and deleterious material prior to curb placement. Cement concrete curbs shall be bonded to asphalt pavement with epoxy cement. Epoxy shall meet the requirements of Section 9-26.1 for Type I I Epoxy Bonding Agents. Extruded curb shall include a 6-inch wide break in the extruded curb every 20 feet as shown on the plans. The end of the extruded curb shall be sloped at a 45 degree slope. Extruded curb shall be painted white. All other requirements for cement curb and cement concrete curb and gutter shall apply to extruded cement concrete curb. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment Add the following to Section 8-04.5 of the WSDOT Standard Specifications: 132"d Pedestrian Improvements (North)/Holcomb B - 11 April 18, 201 B Project Number. 17-3020 "Cement Concrete Curb and Gutter" "Pedestrian 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. The unit contract price per linear foot for "Cement Concrete Extruded, Curb�f"shall be considered complete compensation for all materials, labor, drainage gap every 20' as shown in the extruded curb detail on the plans, white paint, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. 8-10 GUIDE POSTS SECTION 8-10. 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.1 Description This work shall consist of furnishing and installing traffic pylons. SECTION 8-10.2 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-10.2 Materials The pylons shall be constructed of UV-stabilized thermo=plastic polyurethane (TPU). Pylons shall comply with Section 9-17.3 and conform to the dimension in the Plans. Reflective sheeting shall be one of the following preapproved products: 3M High Intensity Sheeting Reflexite PC 1 000 Dura-brite SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements The pylon system shall be a surface mounted assembly that uses a separate base with a detachable pylon held in place by means of a locking device as shown in the Plans. Installation of the pylon devices shall be with a bituminous adhesive meeting the requirements of 9-02.1 (8) rather than the epoxy adhesive specified in Section 9-26. The bituminous adhesive shall not be heated above the maximum safe heating temperature recommended by the manufacturer and shall not be applied at temperature greater than 425 degrees F nor less than 375 degrees F. 132otl Pedestrian Improvements (North)/Holcomb 8 - 12 April 18, 2013 Project Number: 17-3020 SECTION 8-10.4 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-10.4 Measurement Traffic pylon will be measured by the unit for each pylon furnished and installed. SECTION 8-10.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-10.5 Payment "Traffic Pylon "_per each. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.3 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.3 Construction Requirements for Pervious Concrete Sidewalk This work shall consist of constructing a pervious cement concrete sidewalk on a permeable ballast base. The work shall conform to all requirements of ACI 522.1-13, "Specifications for Pervious concrete Pavement", published by the American Concrete Institute, Farmington Hills, Michigan, except as modified by these contract documents. See copy of specifications in Appendix A-4. SECTION 8-14.3(5) IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.3(5) Detectable Warning Surface Detectable warning surface (Truncated domes) placed on existing surfaces including widened asphalt shoulder or existing concrete ramp shall be yellow, non-skid Vanguard ADA Systems - Detectable Warnings or an approved equal and shall be installed by a licensed Vanguard installer per the manufacturers specifications. SECTION 8-14.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1 -04.1 for the following bid items when included in the Proposal: The unit bid per square foot for "Detectable Warning Surface for Existing constitutes complete compensation for all materials, labor, tools and equipment necessary to install the detectable warning surface per the manufactures recommendation and in full compliance with ADA requirements. Detectable warning surfaces included as part of concrete ramps is not included in this bid item. 132"d Pedestrian Improvements (North)/Holcomb 8 - 13 April 18, 2018 Project Number: 17-3020 The unit bid per each for "Cement Concrete Sidewalk Ramp Type Special" constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalks, cement concrete brick stamped traffic islands and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks, and ramps that are disturbed from sidewalk forms; Detectable Warning Surfaces; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Unit price shall also include all work necessary to discontinue sidewalk panels at locations of existing power poles. Contractor shall note that some power poles will need to remain in- place until completion of the electrical conversion. This bid item shall include all costs associated with discontinuing sidewalk at pole locations, remobilization after pole removal, and completion of sidewalk system. The unit contract price square yard for "Reinforced Cement Concrete Sidewalk" shall be full pay for all costs of labor, materials, tools and equipment necessary for furnishing, installing and finishing the 8" thick reinforced cement concrete sidewalk as shown in the plans and as directed by the Engineer. The unit contract price square yard for "Pervious Cement Concrete Sidewalk" shall be full pay for all costs of labor, materials, tools and equipment necessary for furnishing, installing and finishing the porous cement concrete sidewalk at the location shown on the plans, as specified herein and as directed by the Engineer. Any damage to the existing swale as a result of the pervious cement concrete sidewalk construction shall be considered incidental to this bid item. Swale construction on culvert pipe ends shall be covered under the corresponding bid item. 8-18 MAILBOX SUPPORT SECTION 8-18.3 IS REVISED AS FOLLOWS: 8-18.3 Construction Requirements THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING: The existing mailboxes are to be relocated to accommodate the new construction. Within 24 hours of being removed, existing mailboxes shall be reset at a temporary or permanent location. See Kent Standard Plan 6-70. 132nd Pedestrian Improvements (North)/Holcomb 8 - 14 April 18, 2018 Project Number: 17-3020 THE THIRD PARAGRAPH 1S REPLACED WITH THE FOLLOWING: Mailbox supports which are not to be installed within sidewalks or walkways, shall be backfilled with adjacent native material and compacted to the satisfaction of the Engineer. Mailbox supports which are to be installed within sidewalks or walkways shall be enclosed within 8 inch diameter PVC sleeves and then backfilled with adjacent native material and compacted to the satisfaction of the engineer. SECTION 8-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-18.5 Payment The unit contract price per each for "Remove and Reinstall Mailbox" shall constitute complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to remove and reinstall the mailbox as shown on the plans and described in the specifications. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEM TRANSPORTATION SYSTEMS, AND ELECTRICAL SECTION 8-20. 1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: Unless otherwise noted in the plans, the locations of traffic signal poles, controller cabinets, and street light standards are exact. The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. SECTION 8-20.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes Slip-resistant surfaces (non-skid) shall havea static coeffieient of friction (COF) of 0.6 and WSDOT initial approval such as the Mebecl (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 — coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment The unit contract price per each for "Non-skid Junction Box Frame and Cover" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be 132n0 Pedestrian Improvements (North)/Holcomb 8 - 15 April 18, 2018 Project Number: 17-3020 limited to: referencing for future locates, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation i shall be considered incidental. The lump sum contract price for "Remove and Relocate Existing Pedestrian Pushbutton Assembly and Post" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing pedestrian pushbutton assembly and install the new pedestrian push button post with ADA complaint pedestrian pushbutton assembly. This work includes but shall not be limited to: removal of the existing pushbutton assembly and covering abandoned holes, concrete foundation, supplying and installing the pedestrian pushbutton post, excavation, backfilling, compacting and other items as specified. Also included in this bid item is the trenching, supplying and installing the conduit, and trench backfill, wiring between pedestrian signal head and pedestrian push button assembly, delivery of the removed pedestrian push button assemblies to the City of Kent Signal Maintenance Facility. As shown on ADA Ramp and Pedestrian Button plan sheets. 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21 .3(5) Sign Relocation Relocated signs shall be installed on new wood posts unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per square foot for "Permanent Signing Including shall constitute complete compensation for all labor, materials, supplies, tools and equipment necessary to supply and install the traffic sign as shown on the plans and described in the specifications. This bid item shall include but is not limited to: providing and installing the sign, and cleanup. The unit contract price per lump sum for "Remove and Relocate Existing Sian" constitutes complete compensation for all labor, materials, supplies and equipment necessary to either remove, temporarily alter, relocate and reinstall traffic and/or informational signs shown on the plans and described in the specifications. 132o° Pedestrian Improvements (North)/Holcomb 8 - 16 April 18, 2018 Project Number: 17-3020 8-22 PAVEMENT MARKING SECTION 8-22. 1 IS REVISED AS FOLLOWS: 8-22.1 Description THE FOLLOWING NEW PAVEMENT MARKING IS ADDED: Yellow Painted Curb Two coats SOLID YELLOW stripe,just wide enough to completely cover the concrete curbing. SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary Pavement Marking Paint — Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal. Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item. Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL). Material for RPMs shall meet the requirements for Section 8- 09.2. SECTION 8-22.3(2) IS SUPPLEMENTED BYADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision 132ntl Pedestrian Improvements (North)/Holcomb 8 - 17 April 18, 2018 Project Number: 17-3020 regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22,4 Measurement Painted yellow curb, white edge line paint stripe, double yellow center paint stripe, and two way left turn stripe shall be measured by the completed linear foot. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. No deduction will be made for the unmarked area when the pavement marking includes a skip stripe; and no additional measurement will be allowed when more than one line can be installed on a single pass of the marking system. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment Payment will be made in accordance with Section 1 -04.1 , for each of the following bid items that are included in the Proposal: "White Edge Line Paint Stripe," per linear foot. The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers (including detectable warning surfaces) and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. SECTION 8-24 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-24 GRAVITY BLOCK WALL 8-24.1 Description Where shown on the plans or where directed by the Engineer, the Contractor shall construct the gravity block wall in accordance with the 132nd Pedestrian Improvements (North)/Holcomb 8 - 18 April 18, 2018 Project Number: 17-3020 engineered details shown on the plans obtained from the supplier and as specified herein. Exact limits shall be determined in the field during construction. 8-24.2 Materials Materials shall meet the requirements of the following Sections: Rock for Rock Wall and Chinking Material 9-13,7(1) Backfill for Rock Wall 9-13.7(2) Gabion Cribbing 9-27,3 Wire Mesh Fabric 9-27.3(1) PVC Coating for Welded Wire Mesh Fabric 9-27.3(2) Gabion Basket Fasteners 9-27.3(4) Stone 9-27.3(6) Construction Geotextile 9-33 Materials for gravity block walls shall be as specified in the Special Provisions. Gravity block wall blocks shall be 18 inch length by 12 inch depth by 8 inch height and shall be a minimum of 75 Ibs each with split face finish in concrete grey or approved equal. 8-24.3 Construction Requirements Excavation shall conform to Section 2-09.3(4), and to the limits and construction stages shown in the Plans. Foundation soils found to be unsuitable shall be removed and replaced in accordance with Section 2-09.3(1 )C. Block walls shall be started by excavating the existing ground as staked by the Engineer and providing a bury depth for the bottom block not less than one inch, for each block row, below the subgrade. Gravity block walls shall be started and constructed in accordance with the approved plans. Block walls less than 4 foot in height will not be required to be engineered. All excavation for the block wall shall be completed before beginning placement of sections. Initial block placement shall be such that each unit is level side to side and back to front. A six-inch tolerance will be permitted for the exterior slope plane and grade in the finished surface of the structure. Before beginning any excavation for the wall, the slopes of the adjacent embankments shall be dressed true to the lines and grade required by the plans. Each horizontal row of blocks shall be seated and bedded by tamping and compacting the backfill material behind the row to provide a stable condition for the entire wall. Each block shall rest firmly on previously 132n0 Pedestrian Improvements (North)/Holcomb 8 - 19 April 18, 2018 Project Number: 17-3020 placed courses and shall be keyed into previous block course by utilizing the manufacturer's recommended process. Blocks shall be individually placed. Placement by mechanical methods will not be permitted. No payment shall be made for improperly placed blocks. I Underdrain pipe and gravel backfill for drains shall be placed in accordance with the plans. The Contractor shall follow the manufacturer's construction standards, the construction requirements as stated in this section, and the Construction Guide notes on the construction plans. 8-24.4 Measurement Gravity block wall will be measured by the square foot of completed wall in place. The vertical limits for measurement are from the bottom of the bottom layer of blocks to the top of the top layer of blocks. The horizontal limits for measurement are from the end of wall to the end of wall. 8-24.5 Payment The contract price per square foot of wall face for "Gravity-Block Retaining Wall 4 Foot and I-ess in Height" constitutes complete compensation for furnishing all labor, engineered designed plans, shop drawings, materials, tools, supplies and equipment necessary to install the gravity block walls in accordance with these plans and specifications and the manufacturers plans and specifications. The cost for design, excavation, supplying, placing and compacting the gravel backfill for walls, underdrain pipe wrapper in filter fabric, connection to existing storm drain structure or drainage ditch, concrete or grout to seal pipe penetrations, supplying and constructing the leveling pad, and filter fabric, shall be included in this bid item. Crushed Surfacing Top Course and Gravel Borrow are not included in the wall price and will be paid for under the bid item. The Contractor shall provide the City with Shop drawings for the Gravity Block Retaining Walls prior to constructing any block retaining walls. The Contractor shall provide the City with stamped engineering plans for any walls greater than 4 feet in height. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-26 BOLLARDS 8-26.1 Description 132n" Pedestrian Improvements (North)/Holcomb 8 - 20 April 18, 2018 Project Number: 17-3020 This work shall consist of furnishing and installing steel bollards in accordance with the Plans, Standard Plans, and these Specifications, at the locations shown in the plans or as staked by the Engineer. 8-26.2 Materials Foundation shall be cement concrete class 3000 and rebar shall be A60 steel. Bedding shall be 5/8 inch crushed gravel. 8-26.3 Construction Requirements The bollard shall be installed plumb, plus or minus 1 1/2 degrees, and spaced a minimum of 3 feet or a maximum of 5 feet apart. The foundation shall not be less than 12 inches in diameter and 24 inches deep. If the Contractor damages the bollards during pickup, transport, or installation, the Contractor shall repair or replace the bollards to a condition satisfactory to the Engineer. 8-26.4 Measurement Measurement for bollards will be per each bollard furnished and installed. 8-26.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid item when it is included in the Proposal: The unit contract price per each for "Remove and Relocate Existing Removable Bollard" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove the existing bollards and reinstall them at the new location as shown on the plans and described in the specifications. The unit contract price per each for "Remove Existing Bollard" shall be full compensation to furnish all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the existing bollards as shown on the plans and described in the specifications. 8-28 POTHOLE UTILITIES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 132n0 Pedestrian Improvements (North)/Holcomb 8 - 21 April 18, 2018 Project Number: 17-3020 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed, 8-28.5 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 contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. 8-30 PROJgCT_S I_ N S 8-30.1 Description This work shall consist of furnishing (based on the project sign proof in the Appendix), installing and maintaining project sign(s) and where shown in the plans or where directed by the Engineer. All project sign(s) become property of the City and the Contractor shall return project sign(s) to the City Maintenance Shop at 5821 S. 2401h Street, telephone 253-856-5600 at the end of the project. 8-30.2 Materials Sign shall be 4 feet high by 8 feet wide laminated vinyl face and securely mounted on Dibond aluminum panel or approved equal. Sign posts shall be 4 inch x 4 inch Fir. 132ntl Pedestrian Improvements (North)/Holcomb 8 - 22 April 18, 2018 Project Number: 17-3020 8-30.3 Construction Requirements 8-30.3(1) Erection of Posts All posts shall be set reasonably vertical and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle, Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation Fasten two (2) horizontal 4 inch x 2 inch Fir boards evenly spaced at the back of the sign board. Posts shall be of break-away design with no more than 12,25 square inches of drilled shear area at a point 2 inches above the ground, or as directed by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement Project sign(s) will be measured per each sign installed. Failure of the Contractor to adequately maintain the project sign(s)—as determined by the Engineer—shall be deemed noncompliance with this Specification. 8-30.5 Payment Payment will be made in accordance with Section 1 -04.1 , for the following bid item when they are included in the Proposal: The unit contract price per each for "Project Sign Vnstalllation" constitutes complete compensation for furnishing all sign(s), labor and materials, installing and maintaining project sign(s) for the life of the project and removal and delivery of sign(s) to the City Shops. Failure to adequately maintain and return project sign(s) to the City Maintenance Shop shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. Said adjustment shall be determined solely by the Engineer and is not negotiable except at the Engineer's discretion. 8-33 TREE REMOVAL FOR CONSTRUCTION IMPROVEMENTS SECTION 5-33 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-33.1 Description This work shall consist of cutting and removal of those trees and stumps shown on the plan sheets, and trees greater than 14" diameter that may be encountered during construction. The trees shall be cut and removed to an approved site, by the Contractor. All stumps will be 13206 Pedestrian Improvements (North)/Holcomb 8 - 23 April 18, 2018 Project Number: 17-3020 grubbed and disposed of by the Contractor off-site. Many trees are adjacent to overhead PSE powerlines. 8-33.4 Measurement "Rernove Existing Landscape Treca" shall be measured peer each. Landscape trees (14" to 20") are defined as trees 14" to 20" DBH (diameter breast height, defined as 4' -0" above ground), and landscape trees (greater than 20") are trees greater than 20" DBH. Other tress requiring removal shall be considered incidental to the clearing and grubbing bid item. 8-33.5 Payment The Contractor shall coordinate with all utility providers encountered including but not limited to PSE, Comcast and Qwest as required prior to falling trees adjacent to communication and power lines. The Contractor shall coordinate with property owners if their fence conflicts with the removal of the tree. The Contractor shall include any cost associated with the above referenced in the unit contract price for the following bid items as required: "Rernove Existing Landscape Tree (14" to 20")" "Remove Existing Landscape Tree (rareater than 20")" The unit contract price for the above items per each shall be full pay for all labor, materials, tools and equipment necessary for but not limited to, cutting, excavation, stump removal, hauling from site, backfill and compaction, regrading existing ditch as required by the Engineer, up to 4 panels of wood fence removal and reinstallation, and cleanup as shown on the plans and described in the specifications. Clearing and Grubbing shall be paid for under bid item 1005. Gravel Borrow shall be paid for under bid item 1075. 132nd Pedestrian Improvements (North)/Holcomb 8 - 24 April 18, 2018 Project Number: 17-3020 111MI SIGN 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03. 12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Pam 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. SECTION 9-03.94(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.14(1) Gravel Borrow Gravel Borrow material shall consist of pit-run granular material conforming to the following gradation: Sieve Size Percent Passing 3 Inch* 100 3/4 Inch 65 - 100 U.S. No. 4 25 - 70 U.S, No. 10 10 - 50 U.S. No. 40 0- 30 U.S. No, 200 0 - 5 Sand equivalent 50 min. The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub- base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. 132n° Pedestrian Improvements (North)/Holcomb 9 - 1 April 18, 2018 Project Number: 17-3020 * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 114 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to 1 apply. SECTION 9-03. 17 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-03.17 Foundation Material Class I and Class I I Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class I I shall conform to the following gradations: Percont Passino Sieve Size Class I Class 11 6" square 100 --- 4" square --- 100 2" square 0 65-85 1 " square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min Specific Gravity 2.48 min SECTION 9-03.21(7)D 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21 (1)D Recycled Steel Furnace Slag Steel Furnace Slag shall not be used for any purposes. 132nd Pedestrian Improvements (North)/Holcomb 9 - 2 April 18, 2018 Project Number: 17-3020 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTIION', AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passinn 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING SECTION 9-14. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1 (1) Topsoil Type A Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 — 67% sand and/or sandy loam and 33 — 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements. B. The mixed soil shall meet the following gradation: Screen Percent Size * Passing 2 inch 100 1 inch 99-100 5/8" 90 — 100 75-100 *Maximum particle length of 6 inches C. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. 132rtl Pedestrian Improvements (North)/Holcomb 9 - 3 April 18, 2018 Project Number: 17-3020 D. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in section 9-14.4(8) of the Standard Specifications. E. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. F. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost- amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. G. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1 -gallon re-closable bag at least seven (7) days prior to application. 9-14.1 (1)C Sandy Loam Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) ......... 100% Passing 1 mm sieve .................................. 80% minimum Passing 0.15 mm sieve .............................. 15% maximum SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2 Seed Hydroseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): 132nd Pedestrian Improvements (North)/Holcomb 9 - 4 April 18, 2018 Project Number: 17-3020 Weight Seed Mix "A" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial Rvearass 98% 90% 0.5% ...............-- 40% Creeping Red Fescue 98% 85% 0.5% _........................ w. 10% Colonial Bentclrass 980/0 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% (Pre-inoculated) Mix B (Landscaped Area Grass): Weight Seed Mix "B" Min. % Min. % Max. % Proportion Ingredient Pure Seed Germination weed Seed 15% Creeping Red Fescue 95% 90% 0.5% 10% Chewinas Fescue 95% 90% 0.5% 40% Perennial Rvearass 95% 0.5% 20_% Alta Tall Fescue 95% 90% 0.5% 15%° Annual RVeclrass 95% The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Fertilizer Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6-10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen —, ....., 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ..... 16% of weight Total available Potassium ......... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen 21% (Analyzed as N) Available phosphorous........... .. 0% 132i' Pedestrian Improvements (North)/Holcomb 9 - 5 April 18, 2018 Project Number: 17-3020 (Analyzed as P205) Available potassium ................ 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.4 Mulch and Amendments SECTION 9-14.4(8) IS SUPPLEMENTED BYADDING THE FOLLOWING: 9-14.4(8) Compost Compost shall not contain any sawdust, straw, green or under- composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 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. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28. 1 /S SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General 132'd Pedestrian Improvements (North)/Holcomb 9 - 6 April 18, 201B Project Number: 17-3020 All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO- REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro- reflectorized sheeting. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, Innerduct, and Outerduct Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(l) IS SUPPLEMENTED BYADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.2(1)B Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. SECTION 9-29.3 IS REVISED AS FOLLOWS: 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)1 Twisted-Pair Communication Cable Replace "AWG 22" with "#AWG 19" THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS: This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.12 Electrical Splice Materials SECTION 9-29. 12(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices 132n, Pedestrian Improvements (North)/Holcomb 9 - 7 April 18, 2018 Project Number 17-3020 Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchTm 2 20012 21 0 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently- applied ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29. 12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch T"#06147 Electrical Moisture Sealant, or approved equal. 9-29.13 Controller Cabinet Assemblies. REPLACE THE LAST SENTENCE WITH THE FOLLOWING: Traffic Signal Controller Cabinet Assemblies shall meet the requirements of NEMA TS2 Specification. 9.29.13(1) Environmental, Performance, and Test Standards for Solid-State Traffic Controller Assemblies. REPLACE THE THIRD SENTENCE WITH THE FOLLOWING: NEMA control assemblies shall meet or exceed current NEMA TS 2 Environmental Standards. 9.29.13(2) Traffic Signal Controller Assembly Testing. SECTION 9-29. 13 (2) IS DELETED AND REPLACED WITH THE FOLLOWING: Each traffic signal controller assembly shall be tested as follows. The Contractor shall: 1 . Prior to shipping, arrange controller cabinet testing with City of Kent Transportation. 2. If the traffic signal control assembly passes all testing, the Contractor will be notified the cabinet is ready for pick-up. 3. If the traffic signal control assembly fails testing, the Contractor has 7 calendar days to repair or replace the failed components. Once all repairs are completed, the testing will resume. 9.29.13(3) Traffic Signal Controller. SECTION 9-29. 13(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 132°" Pedestrian Improvements (North)/Holcomb 9 - 8 April 18, 2018 Project Number: 17-3020 The traffic-actuated controller for all City traffic signals shall be a Econolite Corp. Cobalt Controller. 9.29.13(4) Traffic-Signal Controller Software. SECTION 9-29. 13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: Controller shall be provided with the most current software release that operates fully with the City's Cental System Software. Current version of controller maintenance and operation documentation shall be provided with each controller in an electronic format. SECTION 9-29. 13(5) IS REVISED AS FOLLOWS: 9-29.13(5) Flashing Operations ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de-energized during flashing operations. REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING: When the flash-automatic switch is changed to the automatic position, the controller shall resume normal automatic operation with the display and timing as it existed before the flash mode was enabled. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 IN ITS ENTIRETY. REVISE ITEM 5 BY DELETING "at the beginning of major street green" IN THE LAST SENTENCE. SECTION9-29. 13(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THE SECTION: 9-29.13(7) Wiring Diagrams The cabinet wiring drawing shall also be provided in AutoCAD v2008 file. All cabinet wiring, and layout shall fit on (1) E1 size sheet, multiple pages shall not be allowed. Component cut sheets and equipment operating manuals shall be provided for devices used within the controller cabinet. SECTION 9-29. 13(10)A IS REVISED AS FOLLOWS: 9-29.13(10)A Auxiliary Equipment for NEMA Controllers ITEM 2 IS REPLACED WITH THE FOLLOWING: 132n° Pedestrian Improvements (North)/Holcomb 9 - 9 April 18, 2018 Project Number. 17-3020 2, Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The load bay shall be of the tilt down style requiring no tools to swing it down; giving access to the back of the load switches and all wiring behind the load bay. The cabinet shall include the following additional components: twelve solid- state load switches that conform to NEMA TS-2 specifications, sixteen 4 channel half width detectors (Eberle Design, Inc Model LMD624H or Reno A+ET" Model Y/2-200-ss or approved equal), one TS2 Cabinet Power Supply rated at 5Amps (Eberle Design, Inc Model PS250 or approved equal), six TS2 half width Bus Interface Units (Eberlie Design, Inc Model BIU700H or approved equal), One Opticom phase selector (Global Traffic Technologies Model 764 or approved equal), twelve red outputjumpers to short pin 1 to pin 3 on the loadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of ten earth ground unused termination points shall be available for field wire termination in the lower portion of the cabinet, ITEM 4 IS REPLACED WITH THE FOLLOWING: 4, A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29.13(5) (above) for operational requirements. ITEM 5 IS REPLACED WITH THE FOLLOWING: 5. An auxiliary control panel located inside the controller cabinet with a Flash-Automatic switch, a Controller On-Off switch, and a Stop Time switch. The Flash-Automatic switch shall put the signal on Flash without applying Stop Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. ITEM 6 IS REPLACED WITH THE FOLLOWING: 6. The conflict monitor shall be a Eberle Design Inc. EDI MMU2- 16LE(ip), or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to 132ntl Pedestrian Improvements (North)/Holcomb 9 - 10 April 18, 2018 Project Number 17-3020 exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases and overlaps. DELETE ITEM 7 IN ITS ENTIRETY. ITEM 10 IS SUPPLEMENTED WITH THE FOLLOWING PARAGRAPH AT THE END: 10. No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. SECTION 9-29.13(10)C IS REVISED AS FOLLOWS: 9-29.13(10)C NEMA Controller Cabinets ITEM 1 IS REPLACED WITH THE FOLLOWING: 1 . The controller cabinet shall be a 44-inch wide Type P-1 and shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The outside of the aluminum cabinet shall be unfinished. ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. The cabinet shall be provided with two (2) shelves that are reinforced with a welded V channel, fabricated from 5052-1-132 0.125-inch thick aluminum with double flanged edges rolled front to back. Slotted or round holes shall be provided on front and back flanges for the purpose of tying off wire bundles. One detector rack shall support (16) channels of loop detection, (1) Buss Interface Unit (BIU) and (4) channel of Opticorr "^. This rack shall be capable of using half width 4-channel loop amplifiers, half width Buss Interface Unit (BIU) and both two channel or four channel OpticoMT1 cards. The other three detector racks shall support (16) channels of loop detection using half width 4-channel loop amplifiers and one (1) half width Buss Interface Unit (BIU). 9-29.16 Vehicular Signal Heads, Displays, and Housing SECTION 9-29. 16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.16(2)A Optical Units 132nd Pedestrian Improvements (North)/Holcomb 9 - 11 April 18, 2018 Project Number, 17-3020 1 , Light emitting diode (LED) light sources are required for all signal displays. a. Wattage (maximum) : 35 watts. b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. C. Temperature: Temperature range shall be —35 C to +70 C. d. LED Types: Red balls shall be DialiteTM, part number 433- 121E-003XL15, or approved equal; red arrows shall be Dialite TM, part number 432-1314-001XOD15, or approved equal; green balls shall be Dialite TM, part number 433-2220- 001XL15, or approved equal; green arrows shall be DialiteTM part number 432-2324-001XOD15, or approved equal; yellow balls shall be ;a8ite "", part number 433-3230-901XL15 or approved equal; yellow arrows shall be Dialite TM, part number 431-3334-901XOD15 or approved equal. e. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. f, Lens: The lens shall be a polycarbonate lens. The lens shall be free from bubbles, flaws, and other imperfections and shall not be diffused. g. Warranty: A fifteen-year written manufacturer's warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29. 16(2)B 3RD AND 4TH SENTENCES IN PARAGRAPH 5 HAVE BEEN MODIFIED AS FOLLOWS: 9-29.16(2)B Signal Housing In the third sentence of paragraph 5, all words following the words "stabilized polycarbonate plastic" shall be deleted. The fourth sentence in paragraph 5 is replaced with "Visors shall be flat black in color inside and shall be dark green on the outside". SECTION 9-29. 16(3) POL YCARBONA TE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. SECTION 9-29. 19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. ADA push buttons shall be Campbell Company, Advisor TV (AGPS) or Campbell Company, Guardian TV type assemblies or approved equal. 132n6 Pedestrian Improvements (North)/Holcomb 9 - 12 April 18, 2018 Project Number: 17-3020 The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.20 Pedestrian Signals Pedestrian signals shall be (filled in) Hand/Man with Countdown Display, containing LED type optics only. Countdown pedestrian signals shall be (Gelcore part number PS7-CFF1 -01A-18 or approved equal). SECTION 9-29.21 IS REVISED AS FOLLOWS: 9-29.21 Flashing Beacon Delete the words "12 inch yellow displays shall be dimmed 50% after dark". SECTION 9-29.24 IS REVISED AS FOLLOWS: 9-29.24 Service Cabinets ITEM 9. IS REPLACED WITH THE FOLLOWING: 9, All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) 1S REVISED AS FOLLOWS: 9-29.24(2) Electrical Circuit Breakers and Contactors REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Street Lighting and/or Traffic Signal Plans. The service panel shall consist of a 2 pole, 240 VAC, 100 amp Main Breaker for control of all power. The panel shall be equipped with a single 1 pole, 120V, 30 amp branch breaker for a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a 132Id Pedestrian Improvements (North)/Holcomb 9 - 13 April 18, 2018 Project Number: 17-3020 single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6-96 for service cabinet information. The service panel shall include a switch to bypass the photocell for street light testing. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTM lock in the cabinet door. See Kent Standard Plans 6-96 for additional information. SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 9-29.26 Traffic Signal Battery Backup Power Unit 1 . Features: Insert new feature specifications. 132nd Pedestrian Improvements (North)/Holcomb 9 - 14 April 18, 2018 Project Number: 17-3020 SCENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. , STORM 5-1 M Catch Basin Type I 5-2M Catch Basin Type 11 5-3 Misc. Details for Drainage Structures 5-19 Beveled End Pipe Section STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joint Example 6-35M Expansion and Contraction/Control Joints 6-74M Typical Lane Markings 6-75M Plastic Crosswalk Markings 6-76M Plastic Arrows, Stop Bars & Only Legend 6-82aM Sign Post Installation Type A 6-83M Street Name Sign Post Installation 6-84M Ground-Mounted Street Name Signs 132ntl Pedestrian Improvements (North)/Holcomb A - 1 April 18, 2016 Project Number. 17-3020 NOTES: rf 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH 4YYZ"TO 9" AASHTO M 199, (ASTM C 478, &ASTM C 890) UNLESS ?" •'<xyrv. DEPENDING OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT ON FRAME STANDARD SPECIFICATIONS. AND GRATE REQUIRED 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0,12 SQUARE INCHES FRAME AND GRATE PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL SEE STANDARD PLANS 5-4 THRU 5-8 AND 5-12 COMPLY TO AASHTO M 221 (ASTM A 497) WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3, PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS �k P^ OF 2" MINIMUM. PROVIDE A 1,5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. 4. ALL JOINTS IN THE BRICKS,GRADE RINGS, RISERS AND CASTINGS SHALL BE SEATED IN MORTAR. PICK HOLES, 6"OR 12" CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE WATERTIGHT STRUCTURE. 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE ONE#3 BAR HOOP FOR 6" HEIGHT 6"WEIGHS 200 LBS. LOWEST PIPE INVERT SHALL BE 5 FEET. DEPTHS GREATER TWO #3 BAR HOOPS FOR 12''HEIGHT 12"WEIGHS 580 LBS. THAN 5 FEET REQUIRE UPSIZING TO A TYPE II STRUCTURE. RECTANGULAR ADJUSTMENT SECTION 6. NON-CEMENTIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE, STATION AND OFFSET POINT WHEN DESIGN AND LAYOUT PROVIDED BY THE CITY OF KENT, UNLESS OTHERWISE NOTED ON THE PLANS---------- MORTAR(TYP Y 3 INSTALL MAX. 44" MANHOLE #3 BAR ._ ADAPTER, 44" "SAND --�--- EACH CORNER m COLLAR" 21" WHEN PIPE MIN, TYPE I.E. #3 BAR REQUIRES EACH SIDE MORTAR(TYP.) f #3 BAR EACH WAY " 14" 30 PRECAST BASE SECTION TYPICAL SECTION (WEIGHS 2170 LBS.) PIPE ALLOWANCES NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT PIPE MATERIAL MAX INSIDE " AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE DIAMETER ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT A THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. REINFORCED OR 12"' W E PLAIN CONCRETE , o� CITY KENT '. r ENGINEERING DEPARTMENT ALL METAL PIPE 15" KENT CATCH BASIN TYPE 1 38296Aft� w'OM "°TOX SOLID WALL PVC Ap IST'G �`' DESIGNED coK ��'"�- X'C�' csK scALE NONE STANDARD PUN WSDOT STD. SPEC. 15' ,S ---- 9-05.12(1)) " COMPL MilGK._tr_. DATe 5-1 M APPROVED Ervcl"¢R NOTES: ----CATCH BASIN FRAME AND GRATE. (SEE STANDARD 1. CATCH BASINS TO BE CONSTRUCTED IN PLANS 5-5, 5-6, 5-8, 5-10, ACCORDANCE W/AASHTO M 199, (ASTM C 478, AND 5-11) AND ASTM C 890) UNLESS OTHERWISE SHOWN X. ON PLANS OR NOTED IN THE WSDOT STD, SPECS, a a ¢� HANDHOLD RECTANGULAR ADJUSTMENT 2. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SECTION OR CIRCULAR ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN FLAT SLAB TOP CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. ¢ GASKET NO STEPS ARE REQ'D WHEN'B'IS 4' OR LESS. w BETWEEN 48",54", 60", o z RISERS (TYP.)— 72 ,84 OR.96 MORTAR (TYP.) 3� THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. .. INSTALL o MANHOLE MINIMUM GAP2,5'' MAXIMUM. A WALL THICKNESS OF `LL' STEPS ER ,/ ADAPTER, 4. ZNOINIOMUM TO 2UTS L5" MAXIMUM. PROVIDE A 1.5" ¢ L°'DDER'-`^, 'SAND COLLAR" BETWEEN THE KNOCKOUT WALL (SEE STANDARD WHEN PIPE TYPE AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE 4 .—._ PLAN 4-5) REQUIRES IS INSTALLED, FILL THE GAP WITH JOINT L". o MORTAR IN ACCORDANCE WITH WSDOT m t= STANDARD SPECIFICATION 9-04.3. .,--- . REINFORCING STEEL(TYP.) 5. ALL BASE REINFORCING STEEL SHALL HAVE A �.... MIN. YIELD STRENGTH OF 60,000 PSI&BE N ry ,f�CRUSHED SURFACING 1PLACE MIND IN THE UPPER HALF OF THE BASE WITH ... ._._.— / ZTOP ONE OURSEBEDDI PIPE 6. PICK HOLES, CRACKS AND ANY OTHER JOINTS 6" SHALL BE FINISHED GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. (1 CORRUGATED POLYETHYLENE STORM SEWER PIPE(WSDOT STD. SPEC.9-05.20) Q2 (WSDOT STD. SPEC. 9-0512(1)) CATCH BASIN DIMENSIONS 3I(WSDOT STD. SPEC. 9-05.12(2)) BASE REINFORCING PIPE ALLOWANCES CATCH MAXIMUM DISTANCE EACMINIMUM H DIRECTION CATCH I ..._.......M SIDE DIAMETER L in2/ft. IN BASIN THICKNESS THICKNESS KNOCKOUT BETWEEN SEBARATE.INTEGRAL DIAMETER ALL METAL O SOLID PROFILE WALL BASE PIPE MATERIAL WITH MAXIMUM IN SE DIA. SIZE KNOCKOUTS CONCRETE CPSSP WALL WALL PVC(2 PVC (3 48" 4" 6+" 36" 8r, 0.23 0.15 148" 24" 30" 24" 27°.... 30'' 54"" 45' 81" 42" 81' 0.19 0.19 541" 30" 36" 30'r 27'' 36" 60" 5^ 8" 48" j 8" j 0.25 0.25 50" 36" 42" 36" 36" 42' 72" 6" 8'" 60" 12" 0.35 0.24 72" 42" 54" 42' 3611 48" 84" 8" 12" 72" 12'' 0.39 0.29 84" 54" 60" 54" 36" 4811 96" 8rr 12" 84" 12" 0.39 0.29 96" 60" 72" 1 50 36" 48" t� NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT a"y RFr AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT GD 2' ENGINEERING DEPARTMENT «. m ..........P KENT CATCH BASIN TYPE II 36296 . .. ISc DESIGNED COK `4y1 D[tAWW CLDK SCALE NONE STANDARD PLAN s"1"ONA,L. S CHECKED DATE 10.2015 5_2M --- -. ._--- APPROVED e+ciue¢rs ' #6 BARS @ 7"CENTERS BOTTOM FACE WITH 20"x 24",OR 1" MIN. COVER A ``. t7• 24" DIAM. 2" CLR . R 2„ 20" -- 2 TYP• ONE#3 BAR HOOP FOR 6" H TWO #3 BAR HOOPS FOR 12" AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING A MINIMUM AREA OF 012 SQUARE INCHES PER FOOT MAY BE 96"TOP SLAB L 1" MIN. USED FOR ADJUSTMENT SECTIONS. 2 1/2" MAX, 20"x 24",OR RECTANGULAR_ADJUSTMENT SECTION ,ry #5 BARS @ 6"CENTERS 24" DIAM. 'lI x �"'"�.`"� BOTTOM FACE WITH 34 1" MIN. COVER 2" CR 5fi �,� `*�T� •) YP. �A ONE#3 � � e 20" 2"TYP. BAR HOOP �- CIRCULAR ADJUSTMENT SECTION 72"TOP SLAB I" M IN. I 2 1/2" MAX. \ 20 x OR 24' DIA . #4 BARS @ 6"CENTERS 2 y„ f BOTTOM FACE WITH CLR.� J � ', 1" MIN. COVER 2' MIN. TYP. �, Lr�,•,�' 2"TYP TYPICAL ORIENTATION r FOR ACCESS AND STEPS " 54" TOP SLAB ..._...._.............. 48 & .... ........,.,. NOTES: 1. SLAB OPENING SHALL BE 24" X 20" NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FOR RECTANGULAR AND 24" "�O �.A'`�J�'' AN ENGINEER RONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE AAND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DIAMETER FOR ROUND. -y Oq WASH THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, 2, SEE STANDARD PLAN 4-5 FOR STEP, O h� *g �o G CITY OF KENT LADDER AND GRADE RING. h fA- 'e '�J ENGINEERING DEPARTMENT 3, ONLY ONE STYLE OF CATCH BASIN `Fl KENT MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH .M,J „P 21493 <!- w......T.. STRUCTURES BASIN. DO NOT MIX STYLES. .._..._..._______ QNAL .�J`' DESIGNED D OA��.,......,�.._, SCALE_ NONE _ STANDARD PUN CHECKED DATE _ 5-3 APPROVED ar�xew 1 i' rl END SECTION -.r I'MIN METAL ._4 M➢M ....►-� 3 PLASTIC Q1 � (TYP.) "a ',. PIPE]DINT i PLANNED CULVERT LENGTH _ METAL&PLASTIC PIPE NOTE: SIDE SLOPE SHALL BE WARPED TO MATCH THE BEVELED PIPE END. WHEN CULVERT IS ON SKEW, BEVELED END SHALL BE ROTATED TO CONFORM TO SLOPE. IF SLOPE DIFFERS FROM 3:1, PIPE SHALL BE BEVELED TO MATCH SLOPE. TONGUE END ON INLET END -------- GROOVE END ON OUTLET END ENDS TO FIT ADJACENT PIPE SECTIONS .... 4..... ..... ..-_ ROUND EDGES _ PLAN END SECTION 1' MIN. .... ..... `.J=' 'v PLANNED CULVERT LENGTH _ ELEVATION CONCRETE PIPE NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT S oa 1"iP& AN�r ONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER RAND APPROVED FOR PUBLICATION IS KEPT ON FILE AT `� �� YJASHAG THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 4k eZ G C T O ocaKENT ..... .... BEVELED END PIPE SECTION Q 21493 �Sj Fep;- Gq DAWN DwH oRnwn ... .--- scA� NonE STANDARD PLAN . ee CHECKED 'DATE 5-1 ^ APPROVED J .7 9,. 101. 12 61° ..--. ......— .�......_ ........ 21/2 51' 21/2" q EPDXY �— ADHESIVE FOR FRESH ti CONCRETE 'Z. 1 p COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18 : COMBINED CURB AND GUTTER 30 LB ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL IO°, 2„ 3 1/2" 5-0" HAND TROWELED TAPER SECTION 1/a MIN 2/o MAX, 24" I ^ ROLLED CURB N `O —SIDEWALK .. 411 12 _24�"° ._-._.... MAINTAIN EDGE OF CONCRETE CURB�R,. ...............m.m...m. ROLLED CURB ( � CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 1 LIP BETWEEN GUTTER AND CURB— *1/2"OR**1 Q� �k ADA RAMP DRIVEWAY 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. GUARDRAIL TOWARD THE TRAFFIC LANE 3. IN ROADWAY SECTIONS WITH SUPER ELEVATION,THE GUTTER PAN WILL MATCH THE B„ ADJACENT PAVEMENT SLOPE. 4. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%. 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED, FORMS SHALL BESET TRUE Ltir _VARIES 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 f� FREI" ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ' V� PAVEMENT �f tip' �`I��- f THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. EXTRUDED CURB UNDERGUARDRAIL �E/`�''S' '�' CITY OF KENT ,� ,, ENGINEERING DEPARTMENT CEMENT CONCRETE 4 38296 pr CURBS sualu aanNe 3TANDAR. PUN DRAWNS - — ......._ .: IO�y'AL CHECKED� ............. DATE .-......,.-_ ,.._. _Z 3 V .....................m.....m.m...m.. J IYI wmxEU —FULL DEPTH BOND BREAK MATERIAL: 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL FULL WIDTH ADA DETECTABLE --- WARNING SURFACE(TYP.) CURB RAMP OR DRIVEWAY \t u 1/4"WIDE x 25% SLAB DEPTH (1" MIN,) CONTRACTION/CONTROL JOINT(TYP.) �f 3/8" EXPANSION JOINT(TYP.)-- { CB SEE KENT STANDARD PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS e _— 1/4" WIDE x 25% SLAB DEPTH (1" MIN.) Yl CONTRACTION/CONTROL JOINT(TYP.) --< LEGEND', l._. �. `..... P' --- --» BOND BREAK]DINT EXPANSION JOINT ————— CONTRACTION/CONTROL JOINT ._..._. - -__1`��.. - FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK— 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL NOTES; SECTION A A 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4"RADIUS EDGING TOOL.ON SEPARATE POUR AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CONSTRUCTION AN EXPANSION JOINT CONSISTING OF BOND AASHTO M33 (ASTM D994). BREAK JOINT MATERIAL FULL DEPTH SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE AND THE 2. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED ADJACENT SIDEWALK. JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT A MINIMUM OF 15 FOOT INTERVALS AND AT SIDES OF DRAINAGE INLETS. 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY SLIP-FORMING,A OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL DEPTH MAY BE USED. MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES ]DINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR OF ADA RAMPS OR DRIVEWAY WINGS. SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4" WIDE x 25%SLAB AN ELECTRONIC DUPLICATE,THE ORIGINAL, SIGNED BY THE DEPTH SHALL BE TOOLED INTO }yi FR.�'',y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT INONCRETE SIDEWALFKNISH AT FIVED SHALL BE MADE FOOT INTERVALS, �tr OV WAg777 � THE CITY OF KENT A COPY MAY BE OBTAINED UPON REQUEST. INTER .EDIATE TO THE EXPANSION � ^h�'� CITYENGI cp O DEPARTMENT JOINTI~� CURB AND SIDEWALK JOINT 5. AS ALTERNATIVE TO EXPANSION 7 ]DINTS AROUND STRUCTURES, �d +- +� EXAMPLE REINFORCING BARS MAY BE EMBEDDED 'yI^'. 'F.3BZ3s �,;, �, '�` — ua.mm� c xmm STANDARD PLAN cA--E Now[ IN CONCRETE ON FOUR SIDES OFaa G"` . ¢ntnwci S�'S --------- STRUCTURES. "TONAL CHECKED „Jd+. DAFT 4M AEEF Oogn..__ . ....-. 15'MAX. _ BROOMED FINISH PERPENDICULAR EXPANSION 5' — _ 5' 5' TO PEDESTRIAN TRAVEL(TYP.) JOINT(TYP ) ....._._ .__.......-,�...__. .- SEE DETAIL"A"_.., 4"SHINE 2" SHINE FINISH .� FINISH 4 \ SIDEWALK WIDTH VARIES .--EXPANSION�'h,, \ ,` ^• \ JOINT(TYP.) i SEE DETAIL"A" i PLANTER STRIP CONTRACTION/CONTROL �.\ (WHEN REQ fJj� 70flNT gTYP)SEE DETAIL"`B \ \ CURBAND GUTTER ~' SS \ EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; (TYP.) SEE DETAIL"A"--/_ STAMP FACE OF CURB WHERE SIDE V SEWER CROSSES PERPENDICULAR TO CURB. 3" HIGH LETTERS 1/4" DEPTH. 15' MAX. e , SHINE .FINISH.. SHINE FINISH L2" 3/8"x FULL DEPTH EXPANSION JOINT L7."' CONTRACTION/CONTROL MATERIAL, 15 O.C, SEE NOTE 1 JOINT, 5'O.C.SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION-- 30 L6 ROOFING FELT, 6 MIL PLASTIC OR APPROVED EQUAL 4' •—a 1 5% IDRIVEWAY SHINE FINISH SIDEWALK --4"CONCRETE PER WSDOT 4" STD, SPECIFICATION B-14 2°°CRUSHED SURFACING A4"TOP COURSE —�3/B^"'X FULL DEPTH CURB GUTTER AND SIDEWALK CROSS SECTION ONCRETE DRIVEWAY APRON AND EXPANSION]DINT GUTTER FOR RESIDENTIAL DRIVEWAYS. MATERIAL, SEE 8" REINFORCED CEMENT CONCRETE APRON AND NOTE 1 NOTES: GUTTER FOR COMMERCIAL DRIVEWAYS. I. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE PLACED AT DRIVEWAY CROSS SECTION 15'O.C.SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4" WIDE BY 25%SLAB DEPTH; 1" DEEP AND OTHER APPURTENANCES WITHIN THE SIDEWALK FOR 4" SLAB, 1.5"DEEP FOR 6"SLAB, 2" DEEP FOR 8" SLAB, AT 5' SPACING, LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SURROUNDING 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB&GUTTER AND SIDEWALK AT SIDEWALK. SUCH APPURTENANCES SHALL NOT BE P.C. &P.T.AT ALL CURB RETURNS AND ALL ANGLE POINTS. PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS, 4. FORM AND SUB-GRADE INSPECTION REQUIRED BEFORE POURING CONCRETE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE 5. EXPANSION JOINTS IN SIDEWALKS AND �'`�� -- 1 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CURBS SHALL BE ALIGNED WITH EACH WA THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, OTHER AND NOT OFFSET, F."' 'G' OF CITY G KENT ENGINEERING DEPARTMENT L^� ................... 6. DESIGN SIDEWALK CROSS GRADE EXPANSION AND � 1 SHALL BE 1.5%. T 7. WHERE SIDEWALK CROSSES HYDRANTlipaszse 9 ,,,„ CONTRACTION/CONTROL JOINTS tJ *,t�<° �* fieY oesicNEo wK ....... ..............................._._...� LATERAL; CENTER 3'WIDE PANEL F+ ,QI ST scALE __NONE STANDARD PUN .. a ACCROSS LATERAL, USE EXPANSION 5;'StOMi1ITy'+ CHECKED -'�a DATE 6-35M JOINT, SEE KENT STANDARD DETAIL 3-1, '." APPROVED --------- 10, 30' TRAFFIC DIRECTION 11.34"'GAP —----- ........... -------- VARIES (300' MAX.) TWO WAY LEFT TURN LANE m. TRAFFIC DIRECTION TWO WAY LEFT TURN LINES ---------------------------------------- .....---------- TRAFFIC DIRECTION TRAFFIC DIRECTION 20' — F_ —7 WHITE LINE TYPE 2W RPM 7777= caw JYPE2YYRPM 4" GAP 4"GAP3' 4"YELLOW LINE _1611119� TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE ---------------------------------------------- ........... ............. --- TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' 30' —---- ----------------------- ——---- ----- vWHITE LINE TYPE 2W RPM TYPE 2Y RPM YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE ............................................................ ...... .............. 6' 81 —TYPE 2W RPM 4"WHITE LINE 81.WHITE LINE EDGE LINE DOTTED WIDE LINE ................................. .............. TRAFFIC DIRECTION 31 91 21'(TYP.) 18"YELLOW BARRIER lre [78" WHITE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED --- TYPE 2W RPM TRAFFIC DIRECTION DROP LANE LINE WA BARRIER LINE ............. . ...................... .............. NOTES: 41", 4 u,0 CITY OF KENT 1. RAISED PAVEMENT MARKERS (RPM's) ENGINEERING DEPARTMENT SHALL BE INSTALLED PER WSDOT STANDARD SPECIFICATIONS 8-09, KENT TYPICAL LANE MARKINGS 9-02.1(8), 9-26.2 AND 9-21 10 38296 41 STANDARD P�N (�, -1--—----- SCATE .17DN��j NAI, DRAWN—----- CHLUKEQ . ......... 6-74M .APPROVED— _j } Q o w ---24"WHITE — EQUALLY z CROSSWALK BAR SPACED YP) 5 5 _24__ w I o I I I of I 18, I I 1 I I oI I i 4'(T P) 1,_ 9 I 0 I V --- 12"-24"WHITE STOP LINE. TIRE TRACKS(TYP.) WIDTH AS SPECIFIED IN THE CONTRACT TYPICAL 4 LANE ROADWAY CONFIGURATION IS SHOWN `GENERAL NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME CONFIGURATION APPLIES, CENTER CROSSWALK BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE CROSSWALK BARS. 2, THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-34. 4. GLASS BEADS(PER WSDOT STANDARD SPECS, SECTION 9-34)SHALL BE ADDED TO ALL PLASTIC CROSSWALKS AND STOP BARS. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT 13UT y FRF� AN ELECTRONIC DUPLICATE.THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT � K3Y' �MAy�; 3 THE CITY OF KENT. A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT PLASTIC CROSSWALK MARKINGS 38296 RHA4Vad _ � STANDARD PUN S5 SCALE NONE O AL APPRfVFR l;AW 6-75M DATE - NOTE', 1, LETTER LAYOUT SHALL BE PER WSDOT STANDARD PLAN M-80.20-00 T-7 0 3•0 0 0 ry 0'-6" bo 0 0 TYPE 2SR(RIGHT) ;, TYPE 3SR(RIGHT) IS MIRROR IMAGE IS MIRROR IMAGE OF TYPE 2SL OF TYPE 3SL 01-6'. 14 ._ 0'�0" (Il 016 TYPE 1S TYPE 2SL(LEFT) TYP_EI'3ISL(LEFT) NOTES: 1. ALL MARKINGS SHALL BE WHITE PLASTIC MATERIAL AS SPECIFIED IN THE CONTRACT AND IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION LENGTH VARIABLE 12"-24"AS SPECIFIED 9-34, IN THE CONTRACT 2. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34)SHALL BE ADDED TO ALL PLASTIC MATERIAL. _,,,,- ..... NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ( VRf AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE STOP BAR DETAIL Ay'`A , ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, �V a ENGINEERING KENT NEERINGNG DEPARTMENT PLASTIC ARROWS, STOP BARS & ONLY LEGEND a,, ' ✓�''^' .... ... s oenwN DESIGNED- ee� _ N4li ...... .... SCALE SOLE mNouo v�nw h weiov�O.. .._._... Dose o io �mEE< 6-76M j <->p;-,—A7ACH SIGNS 30"AND UNDER WITH 2 DRIVE RIVETS, SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS, SEE NOTE 6 SEE NOTES 9 AND 10 ----SS 0.031 BAND-IT BRACKET ,✓` OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2% 0 r''� 14 GAGE. ALL HOLES 0 PRE-PUNCHED wry--- SSSS 0 (¶ f..-C{7RNER BOLT, SEE NOTE 6 0 o r—FINISHED GRADE 0, / 'e ''`— 5,/16"X 1"SS BOLTS WITH SS WASHERS 0. •* SET FOUNDATION ON " `4 a UNDISTURBED NATIVE SOIL p OR COMPACTED MATERIAL o ----SET ANCHOR PLUMB AND 0 TRUE,SEE NOTE 3 3, is S� 0 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT POURED IN PLACE AROUND STANDARD OR SIGNAL,POLE ANCHOR WHILE PREVENTING `> CONCRETE FROM ENTERING 6 THE ANCHOR MIN. NOTES; 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE, OR 5. DRIVE RIVETS TO BE TL3806 3/8" DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.1AMNUTS TL062 2. FOR IN-SIDEWALK INSTALLATIONS, CORE AN 8"DIAMETER HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME SIGN DETAILS, 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B MAY BE 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE USED; ONLY IF APPROVED BY THE CITY OF KENT.ANCHOR MAINTAINED BY THE PROPERTY OWNERS, SHALL HAVE 4 EACH 7/16" DIAMETER HOLES ONE EACH SIDE 2" FROM TOP. FINISH SHALL BE ZINC HOT DIPPED 9. ALUMINUM SIGN BLANK THICKNESS; GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B, 7 WARNING AND REGULATORY 30"AND UNDER-0.080". GAUGE, 2 1/2"x 2 1/2''TELESPAR ANCHOR OR APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM 1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 SCHOOL SIGNS - 3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN.SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16" DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. u CITY OF KENT ENGINEERING DEPARTMENT KEIN SIGN POST INSTALLATION 2• """ TYPE A DESIGNED ,�,IAB Y}f HIkJ!6 _ , ty2a Nw,¢rw uk)L u.KRNl-" CAFE woNF sr<auoAND vuN ONAL ........ ._......__,..,_.., �,i tFiD .... on,e FesRunrr zaie 6-82aM fN NLEk o-� ve O o 110 ) 0 CORNER BOLT = NOTES: um CO O '',0 o m 1. SEE STANDARD PLAN 6-84M FOR DRIVE RIVET— w 0 0 STREET NAME SIGN DETAILS. w o > 0 0 2. PRIVATE STREET NAME SIGNS CORNER BOLT— AND PRIVATE SIGN POSTS ARE SQUARE METAL O O MAINTAINED BY THE PROPERTY POST,SEE OWNERS. CANTILEVER MOUNTING STANDARD PLAN O O 6-82aM 3, "NO OUTLET" SIGNS SHALL HAVE 0 o AN ARROW SHOWING WHICH w DIRECTION DOES NOT OUTLET. 0 O 0 4 � 4. CORNER BOLTS TO BE PART# O ! m TL070M WITH PART#TLO62 JAM z o NUTS. DRIVE RIVETS TO BE PART O o #TL3806. 0 a � O o ..................... w x r SIDEWALK 0 0 FINISHED _ 2 MIN. CLEARANCE GRADE -- 0 �! -m FROM FACE OF CURB (10' MIN. CLEARANCE IF NO CURB) 0 o TO EDGE OF SIGN 0 % 0 a 0 O O !! 0 I' ----ANCHOR AND FOUNDATION, SEE STANDARD PLAN 6-82aM 0 o 0 CONCRETE BASE SHALL BE POURED IN PLACE AROUND ANCHOR WHILE PREVENTING 0 !' CONCRETE FRCM ENTERING THE ANCHOR 0 0 O O 0 o NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT O w syYi"�'�R ' �'✓ .A AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 0 S .'.; N^ WAS,i'14. ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ,r THE CITY OF KENT� A COPY MAY BE OBTAINED UPON REQUEST. 2 r; CITY OF KENT ENGINEERING DEPARTMENT STREET NAME SIGN POST s8206 INSTALLATION S. Cs�^' NEAN -CPT SOME N srawunrzn eEaN `S tONAL C: ufranWn, cf--- ...... CHECKED W:❑ Of 0 ........ 6-83M cw qP&idf)WEU .... ........... i 4 u �/ t IA B 2° MIN. SPACE FOR CANTILEVER MOUNT(TYP.) He& E - B ..m................... PUBLIC STREET NAME SIGNS ---2"' MIN. SPACE FOR CANTILEVER MOUNT(TYP.) V BuAwmd e rr Pvt A� e PRIVATE STREET NAME SIGN SPEED LIMIT DIMENSIONS MPH A B 35 AND BELOW 6" 9" MATERIALS: ABBREVIATIONS: 40 AND ABOVE 81 12" BLANK MATERIAL: AVENUE= Ave 0.125' GAUGE ALUMINUM SIGN BLANK. BOULEVARD = Blvd CIRCLE= Cir BACKGROUND: COURT= Ct WHITE, 3M HIGH INTENSITY PRISMATIC REFLECTIVE DRIVE = Dr LANE = Ln LEGEND: PARKWAY= Pkwy GREEN (PUBLIC STREET) OR BLUE (PRIVATE STREET) PLACE = PI 3M ELECTROCUT FILM; REVERSE CUT TO REVEAL WHITE LEGEND PRIVATE= Pvt SERIES C- NUMBERS AND LETTERS; UPPER AND LOWER CASE; UNLESS OTHERWISE NOTED ON PLANS ROAD = Rd STREET= St NOTE: WAY= Wy ALL GROUND MOUNTED STREET NAME SIGNS SHALL HAVE THE SAME LEGEND ON BOTH SIDES OF THE SIGN BLANK. NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE S 0 YEAS ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT , ,fy THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. �a2 CITY OF KENT — � ENGINEERING DEPARTMENT s GROUND—MOUNTED sazse CYk �" ^ET STREET NAME Q» SIGNS Dk5VGNF0_0ACOK SCALE _ NONE STANDARD PLAN ' NAI. "+'b DRAWN ...._...,G9K ...._ . ., CHECKED_ .................._ DATE 06,012015 .,.. 6-8 A,I APPROVED "'ENGItI F£R C741YI W;SDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-30.10-02 Rectangular Frame (Reversible) B-30.30-02 Rectangular Vaned Grate B-30.40-02 Rectangular Bi-Directional Vaned Grate B-30.70-03 Circular Frame (Ring) and Cover CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs F-45.10-02 Detectable Warning Surface ILLUMINATION, SIGNALS, AND ITS J-20.26-01 Accessible Pedestrian Pushbutton (PPB) Details (2 sheets) 132nd Pedestrian Improvements (North)/Holcomb A - 2 April 18, 2018 Project Number: 17-3020 N .w � 8'� o � .'2z�:' p j v '� n o�,y✓w, � 1� � N' m ws < W z � � M e � a q 1 aw .VA t I ( w yw, w � f ��t I C � a w w ,3 r ltl[Ipl I Nd33'Ab NMVNIY o TL M Jrll .Iyy V SPA, 4.1 ww A�l . .... ..... 7 11 -------- .............. ............. s M-jLL' 0 5z, z 01-0 1 L 2 lwl I T, zu -C LLI 0 IL iz Oad z a Uc al We 77 ..... --—--------- -------- ........... 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PL.A►NS I WSDOT Traffic Control Plans TC-3 Single-Lane Closure for Multi-Lane Roadways TC-5 Shoulder Closure — Low Speed 132Id Pedestrian Improvements (North)/Holcomb A - 3 April 18, 2018 Project Number. 17-3020 � u o n K w u u a _a rc r N i,ff" r JQ J= ii Z u' n I p Wry � y V p d W p V rc w u ¢ O V w� o o ,wj cF O p LL v LLz o K w i r c y r 2 Yip. c w o w i KtU Ji $v w I gI � ¢ nS K N �h a ^E e y, w os 7 3 a a p Z 9 LU a jY LL oz x ao a M n O vl �k LU .._ . ..., s , p �_ ,� N �: I a -N - -- v ..... •N '' y tip U �3 J E aw E f�,t ✓// i rc m x a w W u u51 .w w p n M n: IH " $} w � W W 7 , w „ w s i y a o p o w m e r V LL m O J - O � i p u w tl F 0 u s ; u u v n W n {j Y A m r p R \� � Wm "wlw.a-"�� 6... W zve 0- in ILL! j a W w O � z W I a N a W w c v � u 9 � i m F *, xx g y s s r . , i 9 Z � m f V SPECIFICATIONS FOR PERVIOUS CONCRETE PAVEMENT 1 . 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Phone: 248-848-3700 Fax: 248-848-3701 www.concrete.org ISBN-13: 978-0-87031-822-1 ISBN: 0.87031-822-5 ACI 522.1 -13 Specification for Pervious Concrete pavement An ACI Standard Reported by ACI Committee 522 M iflmv .,.Ofl'*,;nbet r, Chair Narayauan Neithalah,Serreta,} ilow )i,.Vic".Chan W@Liam L.Arent Walter H.Ffood IV Kamvar C.Muhboub W.lason Weiss Bob k Bankn Brtice A,Glagpe} .Andrery E.Marks Kevin D_Wolf William D.Brant Liv lduselhach Luis A.Mint I'mrT'.Yen Ileather.1.Buena Omer fieiackiB ot"-SooOoi laserCastro Daniel 1_1 ufnnan Joseph E.Rotnuan (;,nvswleierJl t"gwdmn Manui Cbarm ,John'C 1Cevam "Thomas L Rozsits f'nculf;e K FerVus'on Join F.Coo✓ Freak Lennox George W.Seegebi edit N.Milw 1ickmm Michid S.Darr Milan R.Lipenky David M.Sochnr.)a Scow M I'alndn Norbert J.Deltaic John R.Love IIJ Diep T "Co Slrph t P..Rohibadt Ah ItraPdn Gldarvish Dannawan Ludirdia Christopher IT Andy IC,S'onngr Scott J.Eicksor. Allyn C',Luke Rohert Louis Varner Dale Fisher Btiom G.Lutce Doti I.Wade ThisS'pctf nawicn:ersnmlerials,preparation,forming,paoraig, 3,3—SettiA_fotmWorle,p.5 jinishin, jointing, oaring, and quality control of pervious concrete 3.4 Batching, mixing,and delivery,p. 5 paventen[. Prnr=isions ,gnverreing testing, evalautron, and accap- 1.5—Placing and firtk[nag fixed-loran pavement,p.5 +once afpento J,roar tare pavement are ivzcluded. 3,6--plactng and finishmb,Slipform pavement.p.5 This Rdcr nee S:neceucaaon can be nrnde applu able by ruing it q_-�—Final sm Face texture. in the Prelecl Specdflaat ons. The ArcharcLlLngmeer can supple- p'S 3.8 Edsinr,P. 5 anent rhts w,lereuce �rr,ecifact eon, os needed, by specittving undi- vidual project reglJirentenrs. 3.9 Tolerances,p. 5 3.10—Curing,p_ 5 Ke.vwords:construction i rit 2:ingccn,�n.joining,parking lots turfing, '�.I I—Gold-weather construction,p. 5 3.12—Jointing, p. 5 CONTENTS 3.13-0pening to traffic,p. 6 (raonraaredaror5°portion jallrnvsl NOTES TO SPECIFIER, P. 6 PART 1—GENERAL, p. 2 General Notes.p. 6 1.1—Scope,P. 2 1.2Definitions,p.2 FOREWORD TO CHECKLISTS, p. 6 1.3---ReFenn iced s-tandai ds, p.2 1.4—Submittals,p. 3 MANDATORY REQUIREMENTS CHECKLIST, P. 7 1.5—Quality control,p. SUBMITTALS CHECKLIST, P.7 PART 2—PRODUCTS, P. 4 man amn'porrepn follows} 2.1Subbase,p.4 2.2—Pervious concrete,p. 4 3Isolation joint material,p, 4 2.4—Forn7S', V.4 AC 9'22,1-13 snpenvi ACT 521.1-0r.hecame errm,n,may CJ,2013,a l wy 25—Polyethylene curing sheet,p.4 I'a111ined 11111e'uts. Copyright C 2013.American Cone eta lt,n ue_ All n k igrer d nn,,nd aright J r,,,A. i n and me in ant firm er by any PART 3—EXECUTION, p. 4 nun,, hminding rlr mil.ing at rope, b, atyahrnl 01 11V 11MRInI, or 3.1—.Subgrade preparation,p.4 mechanical dco'ae printed.uottea or..cal,or."'Jin,foe xmnrd nr"'LA raprnduc- Imn o Ica os it to knv.ledze of,erne nL.7yrem or device,toles J>nn a on in 3.2—$llbbaSe,p,l ur ing 3 nbroined fa,r the copyright propoo, 1 2 SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT(ACI 522.1-13) PART 1—GENERAL Owner—the corporation, association, partnership, indi- vidual, public body, or authority Ibr whom the Work is 1.1—Scope constructed. 1.11 'this specificao(ou provides requirements for the panel—a concrete element that is relatively thin with construction of pervious concrete pavemenn respect to other dimensions and is bordered by joints or 1.1.2 If the requirements of this Specification conflict edges. with the Contract Documents,the Contract Documents shall permitted—accepted by or acceptable to.Archuect/Engi- govern. veer. usually pertaining to a request by Contractor, or when 1.1.3 Values in this Specification are stated in inch-pound specified in Contract Documents. units.A companion Specification in SI units is also available- pervious pavement—it pavement comprising, material 11.4 Plus(+)tolerance increases the amount or dnnension with sufficient continuous voids to allow water to pass from to which it applies, or raises a deviation from level. Minns the surface to the underlying layers. t-) tolerance decreases the amount or dimension to which Project Drawings—graphic presentation of project it applies, or lowers a deviation from level.Where only one requirement. signed tolerance is specified (+ or -), there is no specified Project Specification—written document that details tolerance in the opposing direction, requirements for the Work in accordance with service parameters and other specific criteria. 1.2—Definitions referenced standards—standardized mandatorv- acceptableoraecepted—determenedto be satisfactory by language documents of a technical society, organization, architect/engineer. of association,. including codes of local or state authorities, acceptance acknowledgment by Architect/Engineer which are incurponted by reference in Contract Documents. that submittal or completed Work is acceptable. subbase—the layer in a pavement system between the ArchiCeet/Engineer—the architect, engineer, architec- subgrade and the base course,or between the subgrade and a rural firm, or engineering firm developing contract docu- pervious concrete pavement. menu or administering the work under contract documents, submittal—document or material provided to Architect/ or both. Engincer for review and acceptance. Contract Documents—a set of document's supplied by Work—Ihe entire construction or separately idenLih- owner to hidders during bidding phase of a construction able parts thereof required to be furnished under Contract project These documents include general requirements, Documents. contract forms, contract conditions, specifications, draw- ings,and addenda. 1.3—Referenced standards Contractor—the person,firm,or entity under contract for 1.3.1 Standards of ACl and ASTM cited in this Specifica- construction of the Work, tion are listed by name and designation, including year. construction joint—the surface where two successive 1.3.1.1 American Concrete Institute placements of concrete meet, across which it may be desir- 306.1-90—Standard Specification for Cold Weather able to achieve bond. Concreting contraction joint formed, sawed,or tooled groove in a 1.3.1.2,ASTAI hite>notionof concrete str notate to create a weakened plane to regulate the C42/C42M-13—Standard Test Method hot Obtaining and location of cracking. Testing Drilled Cores and Sawed Beams of Concrete design void content—the percentage of voids of a unit C94/C94M-13 Standard Specification for Ready Mixed volume ofperviousconcretebasedon(lie theoretical mixture Concrete proportions and design density and where the unit volome C140-12---Standard Test Methods for Sampling and includes the volume of the solids and the voids. Testing Concrete Masonry Units and Related Units early-entry dry-cut saw—a tool designed to produce C150/CI50M-12 Standard Specification for Portland joints in concrete commencing I to 4 hours after finishing. Cement hardened density—the dry density of pervious concrete Cl71-07—Standard Specification fat Sheet Materials for as determined by Paragraphs 8.3 and 9.3 ofASTM C140-12, Curina Concrete hydration-stabilizing admixtures—set-retarding admix- C172/C172M-10--Standard Practice for Sampling tures, conforming to ASTM C494/C494M Type B or D, Freshly Mixed Concrete that can predictably reduce the hydration rate of cement for C174/C174M-12--Standard Test Method for Measuring applications requiring the management of time of setting Thickness of Concrete Elements Using Drilled Concrete of returned concrete, reducing the hvdration rate of cemonl Cores fines in water from concrete production. or for applications C260IC26OM-10—Standard Specification for Air- requiring extended delivery time of ready mixed concrete. Entraining Admixtures for Concrete isolation joint—a nonnally vertical interface allowing C494/494M-12—Standard Specification for Chemical relative movement without transferring sufficient tension, Admixtures for Concrete compression, or traction forces to negatively affect the C595/595M-13Standard Specification for Blended performance of a pavement structure. Hydraulic Cements American Concrete Institute Copyrighted Material—www.concrete.org SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT(ACI 522.1-13) 3 C618-12—Standard Specification tot Coal Fly Ash and 1.4.1.5 Jointing plan and placing sequence, if proposed Raw or Calcined Natural P027e1au for Use.in Concrete alternatively to the Contract DocUITICt , C979/C979M-10Standard Specification for Pigments 1.4.1.6 When hot weather is anticipated, submit detailed for Integrally Colored Concrete procedures for the production, transportation, placement, C989/C989M-12aStandard Specification for Slag protection- curing, and temperature monitoring of concrete Cement for Use in Concrete and Mortars during hot weather. 0017/C1017M-07—Standard Specification Cur Chem- 1.4.1.7In cold weather,submit detailed procedures for the real Admixtures for Use in Producing Flowing Concrete production, transportation, placement, protection, curing, C1077-13—Standard Practice for Agencies Testing and temperature monitoring of concrete. Concrete and Concrete Aggregates for Use in Construction 1.4,1.8 Qualifications of testing agency as specified in and Criteria for-Testing Agency Evaluation 1.5.L2. C1116/CI116M-1W--Standard Specification for Fiber- Reinforced Concrete 1.5-11 Control C1t57/1157M-11—Standard Performance Specification 1.5.1 General—Test and inspect concrete materials and for Hydraulic Cement operations as ANork progresses as described in t.5,3, Failure C1240-12—Standard Specification for Silica Fume used to detect defective Work or material at any time will not in Cementitious Mixtures prevent rejection if a defect is discovered later, nor shall it C1688/C1688M-13—Standard Test Method for Density constitute final acceptance. and Void Content of Freshly Mixed Pervious Concrete 1.5.1.1 Contractor—Employ no less than one National D994/D994M-17—Standard Specification for Preformed Ready Mixed Concrete Association (NR 4CA) certified Expansion Joint Filler for Concrete(Bituminous Type) Pervious Concrete Craftsman who must be on site. over- D1751-04(2008�—Sumdard Specification for Preformed seeing each placement crew during all concrete placement, Expansion Joint Filler for Concrete Paving and Structural or employ no less than three NRMCA Certified Pervious Construction (Nonextruding and Resilient Bituminous Concrete Installers,who must be oil site working asrnenibers Types) of each placement crew during all concrete placement, D1752-04(2008)- Standard Specification for Preformed unless otherwise specified. The minimum uUmber of cer[i- Sponge Rubber Cork and Recycled PVC Expansion Joint had individuals must be present on each pervious concrete Fillers for Concrete Paving and Structural Construction placement, including the test panel placements, and a ce.rii- D3385-09—Standard Test Method for Infiltration Rate of fed individual must be in charge oi'tire placement crew and Soils in Field Using Doublc-Ring Infiltrometer procedures D3665-12—Standard Practice for Random Sampling of 1.5.1.2 Testing agencies—Agencies that perform testing_ Construction Materials services on concrete materials shallmeat the requirements of E329-I IStandard Specification for Agencies Engaged ASTM C1077-Agencies inspecting the Work shall meet the in Construction inspection,Testing, or Special Inspection requirements of ASTM E329. Testing agencies performing the testing shall be accepted by Architect/Engineer before 1.4—Submittals performing any Work. 1.4.1 Submit drawings and documentation required in 1.5.1.3 Field technicians—Field tests of concrete required 1.4.1.1 through 1.4.1.8.Obtain written acceptanceof submit- in 1.53 shall be performed by an individual certified as both tals by Architect/Enghneer before the execution of the related an tN'RMCA Certified Pervious Concrete Technician, or portion of Work. equivalent,and an ACI Concrete Field Testing Technician- 1.4.1.1 Qualifications of Contractor as specified in I.5.1.1. Grade 1.or equivalent. 1.4.1.2 Proposed concrete mixture proportions with 1.5.2 Responsibilities of Contr-arlw density and void content of freshly mixed pervious concrete 1.5 11 Advise Owner's testing agency at least 48 hours perASTM C1688/C1688M. before concrete placement. 1.4.1.2.1 In-place pavement test results from previous 1.5.2.2 Test parrel.c—Place two test panels on the project work,completed in the last 24 months,including density and site,on a suburade and cubbasc prepared as specified, using void content of freshly mixed pervious concrete, mixture the material and construction requirements for pavement in proportions, thickness, density and void content of cores this Specification. Each panel must have an area of at least extracted from the pavement, if tested, when required by 225 ft-, and a width and thickness as specified for the pave- ArchitecdEngiri ment in the Contract Documents. 1.4.1.3 Reports covering the source and quality of concrete 1.5.3 Responsibilities of testing ttgow) materials. 1.5.3.1 Complete at least one density test on a sample of 1.4.1.4 Two test panels, as described in 1.5.2.2. shall be freshly mixed pervious concrete for each day of concrete placed,jointed, and cured; each a minimum of 225 fir and placement and for each test panel in accordance with ASTM being within tolerance of the required thickness defined C1688/C1688M. Sample freshly mixed concrete in accor- by Conntraci Documents. The required information to be dance with ASTM C172/C 172M. Size of sample shall be at submitted from the test panels shall be: density of the fresh (east 1 It', concrete,length of cores, and density of cores. American Concrete Institute Copyrighted Material—www,concrete.org 4 SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT(ACI 522.1-13) 1.5.3.2 Remove three cores from each lot of 5000 112 and PART 2—PRODUCTS each test panel iu uccordance with ASTM C42/C42M, not less than 7 days after placement of the pervious concrete. 2.1—Subbase 1.5.3.2.a Cores shall be a nominal 4 it).diameter. Coarse aggregates shall meet the size,quality,and grading 1.5.3 2.b Select three core locations in accordance with requirements of Contract Documents. ASTM D3665. 1.5.3.2.c Measure the core length in accordance ASTM 2.2—Pervious concrete C174/C]741YI, Comply with ASTM C94/C94M (except sections: 4.2. 1.5.3.2.dAfter thickness determination.uim the cores and 6.1.2, 6.1.3, 6.1,4, 6.1.5, 7, 8, 16, 17, 18, 19. and 20) and measure the hardened density of the core in accordance with the requirements listed in 2.2.1 through 2.2.7. The volume Paragraphs 83 and 9.3 of ASTM C140. Trim core botioms of fresli concrete in a given batch shall be detentuned from to remove only the material necessary to produce a flat end. the total mass of the batch divided by the design density of Trimmed core ends shall be perpendicular to the longitu- the concrete.The total mass of thee hatch shall be determined dinal axis and meet the requirements of ASTA4 C42/C42M, as the net mass of the concrete in the batch as delivered, 7.4.1 and 7.42. including the total mixing water as defined in ASTM C941 1.5.33 Record the length and density of each individual C941\4 Paragraph 9.3. core and the average length and density of the three cores. 2.2.1 Tfuckness—The thickness of pervious concrete Test results will be. submitted to the Contractor. concrete pavement shall be as specified in contract documents, producer, and Architcct/Engineer within 24 hours of 2.2.2 Aggregates—Nominal maximum aggregate size completing the tests. shall not exceed ] in.,unless otherwise specified. 1.5.3.4 Core holes shall be filled with conventional 2.2.3 Cement—Cement slid]] comply with ASTM C150/ concrete or preblended grout. C150M,C595/C595M, of Cl 157/C 1157M. 1.5.4 Acceptance of test panels 2.2.4 Admixtures—Chemical admixtures shall comply 15.4.1 The fresh density from a test panel shall be within with ASTM C260/C260M,ASTM C494/C494M, or ASTM ±5 lb!W of the accepted fresh density from the submitted C1017/C1017M unless othcrwise specified. mixture proportion in 1.4.1.2. 2.2.5 Fibers—Fibers shall comply with ASTM C1116/ 1.5.4.2 Tolerances from specified thickness of pavement CI 116M, 4.1.3 or 4A.4. Fibers may be used in pervious shall comply with 1.5.4.2.a and L5.+.2.b. concrete rnixnves when permitted by the Architect/Engineer. 1.5.4.2.a Average length of three cores...-3/8 in.,+I 5 in. 2.2.6 Pigments—Pigluent.s shall comply with ASTM 1.5.4.2.1h Length of an individual core__............-314 in, C979/C979M. 1.5.4.3 if the test panel does not comply with 1.5.4.1 and 2.2.7 Supplemenfwr cementitlous materiaLe—Supple- 1.54.2,thetestpanelslial]berejecieci,removed,andreplaced mentary, Cementnious Materials shall comply with ASTM at Contractor's expense, unless otherwise permitted. C6187 C989/C989M,or C1240. 1.5A.41f the test panel complies with 1.5.4.1 and 1.5.4.2 and the Architect/Engineer accepts the test panel, the panel 2.3—Isolation joint material may be left in place and included in the completed Work. 2.3.1 Isolation joint materials shall comply with ASTM The average hardened densities from the two accepted test D994/D994M.D1751,or D1752. panels shall be the hardened density used as the basis of acceptance for the remainder of the pavement in accordance 2.4—Forms with 1.5.5.3. 2.4.1 Make forms with steel, wood,or other materials that 1.55 Acceptance of pancniew are sufficiently rigid to maintain specified tolerances and 1.5.5.1 The fresh density front a lot roust be within+5 lb/ capable of supporting concrete and mechanical concrete ft' of the accepted fresh density from the submitted mixture placing equipment. proportion in 1.4.1.2. 2.4.2 Use forms clean and free of debris. non-adherent 1.5.5.2 Tolerance from specified thickness of pavement is rust and hardened concrete. listed in 1.5.5.2.a and 1.5.5.2.b. 1.5.5 2.a Average length of three cores...-3/8 in.,+1.5 in. 2.5—Polyethylene curing sheet 1.5.5.2.b Length of an individual core..................-3/4 in. 2.5.1 Polyethylene curing sheet shall comply with ASTM 1.5.5.3 The average hardened density from a lot must C17L be within +5 percent of the accepted hardened density in L5.4.4. PART 3—EXECUTION 1.55.4 When a lot is outside one or more of the limits of 1.5.5.t through 1.5.53, the lot shall be subject to rejection. 3.1—Subgrade preparation removal, and replacement at Contractor's expense, unless 3.1.1 Prepare subgradeas specified in Contract Documents. accepted by Owner. 3.1.2 Construct subgradc to +3/4 in. of the .specified elevation. 3.1.3 Provide physical barriers or direct traffic to mini- mize vehicular traffic on the subcrade during construction. American Concrete Institute Copyrighted Material—www,concrete.org SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT(ACI 522.143) 5 Re.,rade and recompact subgrade disturbed by construction Other strike-oft devices may be used when accepted by ti affic. as needed. Archheet/Engineer. 31.4 Protect all specified trees. vegetation, and root 3.5.7 Finish the pavement to the elevations and thickness systems near the area to be paved with pervious concrete.If specified in accordance with 3.9, trees, vegetation, or root systems are damaged, Contractor shall replace materials. 3.6—Placing and finishing slipform pavement 3.1.5 Determine subgrade permeability in accordance. 3.6.1 Slipfonn equipment is permitted. with ASTM D3385 before subbase or concrete placement.11 3.6.2 Deposit concrete in accordance with 3.5.1.3.5,2,and the subgrade permeabdity is less than specified. proceed as 3.5.3. indicated in Contract Documents. 3.7—Final surface texture 3.2—Subbase 3.7.1 Compact concrete to a dense,open-textured surface 3.2.1. Prepare subbase, where specified. in accordance to much the appearance of the test panel. with Contract Documents, 3.2.2 Construct subbase to :r3/4 in. of the specified 3.6—Edging elevation. 3.8.1 Edge top surface to a radius of not less than 114 in. 3.2.3 Provide physical barriers or direct traffic to mim- mize vehicular traffic on the subbase during construction. 3.9—Tolerances Regrade and recompact subbase disturbed by construction 3.9.1 Construct pavement to comply with the tolerances in traffic,as needed. 19AA through 39.13: 3.9.1.1 Elevation: +3/4 in.,—3/4 in. 3.3—Setting formwork 3.9.1.2Thickness: +1-1/2 in..-3/8 in. 3.31 Set, align, and brace forms so that the hardened 3.9.1.3 Contraction joint depth: 1/4thickness of pavement pavementmeets the tolerances specified in 3.9. +1/4 in.,-1/4in 3.3.7. Apply form-release agent to the form face, which 3.9.1.4 Smoothness: Similar to approved test panel with will be in contact with concrete,immediately before placing no abrupt offsets unless required by the contract drawings. concrete. 3.9.2 Mechanically sweep or vacuum pavement with clean 3.3.3 The vertical face of previously placed concrete may equipment. or flush with water. before testing for eompli- be used as a form, anee with loleraneefi. 3.3.3.1 Protect previously placed pavement from damage. 3.3.3.2 Do not apply form release agent to previousy 3.10—Curing placed concrete. 3.10.1 Begin curing within 20 minutes of concrete discharge,unless otherwise specified or permitted. 3,4—Batching, mixing, and delivery 3.10.2 Completely cover the pavement surface and all 3.4.1 Begin mixing immediately after cement has been exposed edges with a polyethylene sheet, unless otherwise added to aggregates. Batch and nux in compliance with permitted. ASTM C94/04M,except that discharge shall be completed 3.10.3 Thoroughly secure a polyethylene sheet at all exre- within 60 minutes of the introduction of mixture water or riot edges and interior laps without using soil. The method aggregate to the cement.Increase time to 120 minutes when of securing the cover material shall prevent wind from using a hydration-stabilizing admixture. Additional water remivhrg the sheet and from blowing tinder the sheet across may be added on site, but the fresh density must still meet the surface of the concrete. requirements of 1.5.5.1 after water addition. 3.10,4 Cure pavement for a minimum of 7 unintenvpted days, unless otherwise specified. 3.5—Placing and finishing fixed-form pavement 3.5.1 Wet the subgrade or subbase. with water before 3.1I—Cold-weather construction concrete placement such that the material is saturated but 3.11.1 Protect concrete trout freezing and record concrete without any standing water on the prepared subbase imme- temperature no less than twice per 24-hour period in accor- diately before concrete placement. dance with ACI 306.1. 3.52 Deposit concrete ei(her directly from the h ansporting equipment or by conveyor onto the subgrade or subbase, 3.12—Jointing unless otherwise specified_ 3.12.1. Construct joints at the locations, depths, and with 3.5.3Donotplacecoucrete oil frozen subgradeorsubbase. horizontal dimensions indicated in Contract Documents. 3.5.4 Deposit concrete between the fonts to an approxi- unless otherwise specified. mately uniform height. 3.12.2 Create contraction joints by one of the methods 3.5.5 Spread the concrete using mechanized equipment or listed in 3.12.2.1 or 3.122.2. hand tools,without segregation, 3.12.23 Tool contractionjoinis to the specified depth and 3.5.6 Strike off concrete between forms using a farm- width in fresh concrete immediately after the concrete is riding paving machine, roller screed, of vibrating screed. compacted. American Concrete Institute Copyrighted Material—www.cancrete,org 6 SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT(ACI 522.1-13) 3.12.2.2 Sawcur concrete after concrete has hardened Speciiicatens Institute, as adapted for ACI requirements, sufficiently to prevent aggregate from bcing dislodged and The language is imperative and terse. soon enough to control pavement cracking. To minimize G5. If ACI Specification 522.1 is used with another ACI dryiug, ensure that curing materials are removed only as Specificauon that contains overlapping provisions. identify needed to make cuts, which requirements are in conflict and state in tire contract documents which requirements control. 3.13—Opening to traffic 3.13.1 Do not open the pavement to vehicular traffic until FOREWORD TO CHECKLISTS the concrete has cured for at least 7 uninterrupted days Fl. This Foreword is included for explanatory purposes during which the ambient temperature has exceeded 55°F only; it does not farm a part of Specification ACI 522.I. during any time of the day. 172. ACI Specification 522.1 may be referenced by the (Nonnzandalari,pmrdon follows) S pecifier in the Project Specification for any building project, together with supplementary requirements for the specific NOTES TO SPECIFIER project. Responsibilities for project participants must be defined in theProjeet Specification.ACI Specification 522.1 General Notes cannot and does not address responsibilities for any project GI.ACI Specification 522,1 is to be used by reference or participant other than the Contractor. incorporation in its entirety in the Project Specification. Do F3. Checklists do not form a part of ACI Specification not copy individual parts, sections, articles, or paragraphs 522.1.Checklists assist the Specifier in selecting and speci- into the project specification, because taking them out of tying project requirements in the project specification. context may change their meaning. F4. The Mandatory Requirements Checklist indicates G2. If sections or parts of ACI Specification 522.1 are work requirements regarding specific qualities, procedures, copied into the Project Specification or any other document. materials. and performance criteria that are not defined in do not refer to them as an ACI specification, because the ACI Specification 522.1, The Specifier must include these specification has been altered. requirements in the Project Specification, G3.A statement such as the following will serve to make F5. Recommended references—Documents and publica- ACI Specification 522.1 a part of tra Project Specification: lions that are referenced in the checklists of ACI Specifica- "Work on (Project Title) shall conform io all firm 522.1 are listed below.These references provide guid- requirements of ACT 522.1, 'Specification for ance to the Specifier and are not considered ro be part ofACI Pervious Concrete Pavement,' published by the Specification 522.I. American Concrete Institute, Farmington Bills, Michigan, except as modified by these Contract Ainerica7t Concrete Jr?vtitute Documents" AC1305R—Guide to Hot Weather Concreting G4.Each technical section of ACI Specification 522,1 is ACI 306R—Guide to Cold Weather Concreting written in the three-part section format of the Construction American Concrete Institute Copyrighted Material—wwwxoncrete,org SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT(ACI 522.1-13) 7 MANDATORY REQUIREMENTS CHECKLIST —-------------- ....................... Section/Part/Axtide Notes to Specitsi -—--- ----- ............... I 3.1.1 SpeciA su bgfor �uiai re prerun and penilt 1:11M in approluiatr tx6rm of Contactnl Douuel)Ls. A ld,roij\ [",f, I I or protec m2ef it,,!omi I,,be rai ell with psvroue,concrete. Ali f 7 '131d sljador pr(d�le.ete�olion,,,rm'!fn oerrcrrl mhi l.m 5eIn Cortlaci cif, .......... peat,. jouir[,,atum,deti cmd diniewaotIs oi,PtqNn Drijwfn,�S� SUBMITTALS CHECKLIST --—---------------- ------ —------SectiontrTart/Article f Submittal iklas and Note fit Specifiei wqmtrewicfa, ............. I R,vic,,and accept mimocirmportiore ............ i Review and accept m-place pavement LIq,ewlr,11,91 pic,d)j,work. 1 4 D Rerde,,, and accept corrrrw, fmacriab. ---- ... .. ...... ....... 14.I.4 ft,�,)"I, And aou,fl[to t fmjlels, .......... ................ ------- 1 4.1 5 Re'dC,akji iICCel'I ylifud,plan toll placrf,, ---- ---------- Revw„ ant 1"Cepi qklafificiltiotrs nr tusimi" cojmacui� rpeafrf edema .............. I,, arc nop�WO CA d...virtlews Jr0it corluactol or to NJUNICA coldific.atio,i docu �Xpmmwc jrl commruclm�pri ml5�(Im.rc.w lmit,mum� - ------------------- ..................... ——-- ... ........ Badhmg.nuxiag,and k1mr,i —---------------- 11,1 'iA hm f,qui,td,,"ify that 11 le use of In"JI trir) dmhihnne adrii,wo,exteo&the dtlii ety time of (lit concrete To 121)minutes: lbrou" dm,iowI,o,d project experience with the admixture at the prollo,,crl dora.gir rate and UIIIC]Utc Wflqlrraulf, or the test ranedplacenhent,by placrrqufl additionvi FMLX:il,"RiTtoloaldilIg iirldill()tjaj w41,to tdi,],ad,01 1 joyli iced — ---------------——--------—----- Hw-and consmmie) --—-—-------- 1,4 16 mrift OA(.:1305R, .................. —- —---- —------- IAA,7 .......——— ------ 1 4,1 Imes Im"t co"mi,[III r-'Zindam" imlillIl'i jkm should follork,the lcwnal giddchjwl: n join,shall not exceed 10 fl. hofjz,Iylol(hi-ftellm"ll of a"lah flmej shill not exceed 13, Frirconl of III, 11rallm rIo,i,,lma[dulo neon. 'Flit i;., two InIff,"Aiq,jormi vhall be lw[wet,r,rd)and 100 degrees,urdh,ii offin,i.,,,•,T)ccoted. i I,......I pavelit"I'l cnmmol dge et 90 I'li,and Olall o%reodj tl,,Mrht for i,d,moiimm of 1 112 N from lhc I ,5-r 10 adj,lmll pe"meril pallel, Cm V-fl¢', r Jmm d,qdh'hall h, NI [I 1/:�of the Ild,ki,es,'ilivonitInlroli'l wj,Jlb forge, Ir, fill III, Cei"I 1111�il Fa,"Illcof Wiwi fivts objoc[s,such ae huildmle:,fowidanims, and manholes kol art tmmrnn than!q'I'llic hilidnpil.al Pill the,nitre natation jitrotwith,"Oh- American Concrete Institute Copyrighted Material—vvtvw,corerete.org American Concrete Institute" Advancing concrete knowledge As ACI begins its second century of advancing concrete knowledge, its original chartered purpose remains "to provide a comradeship in finding the best ways to do concrete work of all kinds and in spreading knowledge." In keeping with this purpose, ACI supports the following activities: Technical committees that produce consensus reports, guides, specifications, and codes. Spring and fall conventions to facilitate the work of its committees. Educational seminars that disseminate reliable information on concrete. Certification programs for personnel employed within the concrete industry. Student programs such as scholarships, internships, and competitions. Sponsoring and co-sponsoring international conferences and symposia. Formal coordination with several international concrete related societies. Periodicals: the ACI Structural Journal and the ACI Materials Journal, and Concrete International. Benefits of membership include a subscription to Concrete International and to an ACI Journal. ACI members receive discounts of up to 40%on all ACI products and services, including documents, seminars and convention registration fees. As a member of ACI, you join thousands of practitioners and professionals worldwide who share a commitment to maintain the highest industry standards for concrete technology, construction, and practices. In addition, ACI chapters provide opportunities for interaction of professionals and practitioners at a local level. American Concrete Institute 38800 Country Club Drive Farmington Hills, MI48331 U.S.A. Phone: 248-848-3700 Fax: 248-848-3701 www.concrete.org I l Specification for Pervi u' Concrete AVernent The AMERICAN CONCRETE INSTITUTE was founded in 1904 as a nonprofit membership organization dedicated to public service and representing the user interest in the field of concrete. ACI gathers and distributes information on the improvement of design, construction and maintenance of concrete products and structures. The work of ACI is conducted by individual ACI members and through volunteer committees composed of both members and non-members. The committees, as well as ACI as a whole, operate under a consensus format, which assures all participants the right to have their views considered. Committee activities include the development of building codes and specifications; analysis of research and development results; presentation of construction and repair techniques; and education. Individuals interested in the activities of ACI are encouraged to become a member. There are no educational or employment requirements. ACT's membership is composed of engineers, architects, scientists, contractors, educators, and representatives from a variety of companies and organizations. Members are encouraged to participate in committee activities that relate to their specific areas of interest. For more information, contact ACI. www.concrete.org American Concrete Institute® Advancing concrete knowlo,,ge PREVA I L I NG WAGE DATES i 132°d Pedestrian Improvements (North)/Holcomb A - 5 April 18, 2018 Project Number: 17-3020 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: 05/08/2018 Count Trade Job Classifications Wa o Holiday Overtime Note King Asbestos Abatement Workers Journey Level $46.57 5D 1H King Boilermakers Journey Level $66.54 5N 1C King Brick Mason Journey Level $55.821 5A 1M King Brick Mason Pointer-Caulker-Cleaner $55.82 5A 1M King fitaiitlin� Su�rvirc Em1�lloyss Janitor $23.73 5S 2F g � �. — Kin arildir,g ;yivite,Fmisloyeacs Traveling Waxer/Shampooer $24.18 5S 2F King _.iwwvins F Se vice m,gAoyees Window Cleaner (Non- $27.23 5S 2F p�riild , Scaffold) King ees Window Cleaner (Scaffold) $28.13 5S 2F King Cabinet M.alte s_{0n SB�o Journey Level $22.74' 1 King Cj-ELe.Jtcers Acoustical Worker $57.18 5D 4C King Bridge, Dock And Wharf $57.18 5D 4C Carpenters King Ea— $57.18 5D 4C King C arpeatre e; Carpenters on Stationary Tools $57.31 5D 4C King t arT�ErnLcr;;; Creosoted Material $57.28 5D 4C King Floor Finisher $57.18 SD 4C King Car ap Ulcrs, Floor Layer $57.18 5D 4C King Carpenters Scaffold Erector $57.18 5D 4C King Cernent Masons Journey Level $57.21 7A 1M King Divers a Tenders BeU/Vehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) King Divers & Tenders Dive Supervisor/Master $72.97 5D 4C King Divers a Tenders Diver $110.54 5D 4C 8V King Divers & Tenders Diver On Standby $67.97 5D 4C King Divers a Tenders Diver Tender $61.65 5D 4C King Divers EtTenders Manifold Operator $61.65 5D 4C King Divers & Venders Manifold Operator Mixed Gas $66.65 5D 4C King Divers & Tenders Remote Operated Vehicle $61.65 5D 4C Operator/Technician King Divers & Tenders $57.43 5A 4C httos://fortress.wa.aov/Ini/wanelnnkiin/nrvWanelnnkun_asnx 4/1R/gn1R Page 2 of 18 Remote Operated Vehicle Tender I King Dredge Workers Assistant Engineer $56.44 SID 3F King Dredge WoUl grr Assistant Mate (Deckhand) $56.00 5D 3F King Boatmen $56.44 5D 3F ........... ................................ King Dre&,,e Workers Engineer Welder $57.51 5D 3F King Dredpe_wLorl ers Leverman, Hydraulic $58.67 5D 3F King Dard,tr Woilxrrs Mates $56.44 5D 3F King Qredgq�WgICL�ers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $56.78 5D 1H King QryyytaLt,_I]ap tL s Journey Level $57.43 5P 1E King Llectrical Fixture Maintenance Journey Level $28.99 5L 1E ....... ................................ Workers King Electricians - Inside Cable Splicer $76.96 7C 4E King Electricians - Inside Cable Splicer (tunnel) $82.24 7C 4E King Electricians - Inside Certified Welder $74.38 7C 4E King Electricians - Inside Certified Welder (tunnel) $79.80 7C 4E King Electricians - Inside Construction Stock Person $39.69 7C 4E King Electi icians - Inside Journey Level $71.80 7C 4E King Electricians - Inside Journey Level (tunnel) $76.96 7C 4E King Electricians - Mol.oi Shoo?, Craftsman $15.37 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powertine Cable Splicer $79.43 5A Q Construction King Electricians :--Powerline Certified Line Welder $69.75 5A 4D Construction King Electricians - Powerline Groundperson $46.28 5A 4D Construction King Electricians - Powertine Heavy Line Equipment $69.75 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $69.75 5A 4D Construction ......................... King Electricians - Powerline Line Equipment Operator $59.01 5A 4D Construction King Electric-ia-ns--- P-owerline Meter Installer $46.28 5A 4D 8W Construction King Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction King Electricians - Powerline Powderperson $52.20 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 11 King Elevator Constructors Mechanic $91.24 7D 4A King Elevator ConstrUCt01 S Mechanic In Charge $98.51 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.72 5B IR Products Work Only King Fence Erectors Fence Erector $15.18 1 King .Ftappois Journey Level $39.48 7A 31 King Glaziers Journey Level $61.81 7L ly httDs://fortress.wa.aov/1ni/waaelookuD/DrvWaaelookuo.asox 4/18/2018 Page 3 of 18 King Iteat gL_Frost hIRIlators And Journeyman $67.93 5J 4H Asbcntos Worke^¢'sT _ _... King etui .ime.nt Me chani<us Journey Level $78.17 7F 1 E King Hod,Carriers it Mason Tenders Journey Level $48.02 7A 31 King Industrial Power Vacuum Journey Level $11.50 1 Cleaner King Inland,Boatmen Boat Operator $61.411 5Br1K King Inland Boatmen Cook $56.48 5B King Inland Boatmen Deckhand $57.48 5B King inland Boatmen Deckhand Engineer $58.81 5BKing Inland Boatmen Launch Operator $58.89 5BKing Inland Boatmen Mate $57.31 5B King n�i>�cfipeai�/Cl o-o�iisJSettrrng CleanerOperator, Foamer $31.49 1 Of Sewer Ea Wtttt:r S�steltn y, Operator Rerrrote Control King IGrout Truck Operator $11,50 1 Of Saver Et Water, 5y,tr rrrs.._�.Y Remote Control King nsgroccNi_a/Clrar7inr;lSc>aRing Head Operator - $24.91 1 Of Sewer Et Water Systeum By - Remote Control King 1nEFI c,Lion/Cltr3mrWirr /Se l.trar Technician $19.33 1 Of Sewer FtWateu'_Syst,ms B,, - Re mote Control King tlrbmsrcrLipnl,Clea iuis? SSling Tv Truck Operator $20.45 1 Of Sewer Et Water Systcrxas by - Rernote Control King Insutzation.Applicators Journey Level $57.18 5D 4C --- - - - King ironworkers Journeyman $67.88 7N 10 King Laborers Air, Gas Or Electric Vibrating $46.57 7A 31 Screed King Laborers Airtrac Drill Operator $48.02 7A 31 King Laborers Ballast Regular Machine $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 King Laborers Cement Dumper-paving $47.44 7A 31 Knng Laborers Cement Finisher Tender $46.57 7A 31 King Laborers Change House Or Dry Shack $46.57 7A 31 King Laborers 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 httns-//fnrtrps-,.vva.nnv/lni/wanpinnkiin/nrvWanpinnkiin acnx 4/1R/?niR Page 4 of 18 King ILabortn" jChuck Tender 1 $46.571 7A 3B King Laborers Clary Power Spreader $47.44 7A 31 King Laborers Clean-up Laborer $46.57 7A 31 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 King Laborers Curing Laborer $46.57 7A 31 King Laborers Demolition: Wrecking 8 $46.57 7A 31 Moving (incl. Charred - Material) King Laborers IDitch 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 8 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 ILaborers Gabian Basket Builders $46.57 7A 31 King Laborers General Laborer $46.57 7A 31 King Laborers Grade Checker & Transit $48.02 7A 31 Person King Laborers Grinders $46.57 7A 31 King Laborers_ Grout Machine Tender $46.57 7A 31 King Lab-or er3 Groutmen(pressure)including $47.44 7A 31 Post Tension Beams - King ILaborers Guardrail Erector $46.57 7A 31 King ILaborers 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 httos://fortress.wa.aov/Ini/waaelookuo/orvWaaelookUD.aSDX 4/18/2018 Page 5 of 18 King Laborers Motorman-dinky Locomotive $47.44 7A 31 King Laborers Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using Combination Of High Pressure Air & Water On Concrete & Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $47.44 7A 31 -_ King Laborers Pilot Car $39.48 7A 31 King Laborers Pipe Layer Lead $48.02 7A 31 King Laborers Pipe Layer/tailor $47.44 7A 31 Kin Laborers Pipe Pot Tender $47.44 7A 31 King Laborers Pipe Reliner $47.44 7A 31 King Laborers Pipe Wrapper $47.44 7A 31 King Laborers Pot Tender $46.57 7A 31 King Laborers Powderman $48.02 7A 31 King Laborers, Powderman's Helper $46.57 7A 31 King Laborers Power Jacks $47.44 7A 31 King Laborers Railroad Spike Puller - Power $47.44 7A 31 King Laborers Raker - Asphalt $48.02 7A 31 King Laborers Re-timberman $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 Laborers Rodder $47.44 7A 31 King Laborers Scaffold Erector $46.57 7A 31 King.. Laborers Scale Person $46.57 7A 31 King, Laborers Sloper (over 20") $47.44 7A 31 King Laborers Sloper Sprayer $46.57 7A 31 King Laborers Spreader (concrete) $47.44 7A 31 ..................- King Laborers Stake Hopper $46.57 7A 31 King Laborers Stock Piler $46.57 7A 31 King Laborers Tamper & Similar Electric, Air $47.44 7A 31 & Gas Operated Tools King Laborers Tamper (multiple Et Self- $47.44 7A 31 propelled) King Laborers Timber Person - Sewer $47.44 7A 31 (lagger, Shorer & Cribber) King Laborers Toolroom Person (at Jobsite) $46,57 7A 31 King Laborers Topper $46.57 7A 31 King Laborers Track Laborer $46.57 7A 31 King Laborers Track Liner (power) $47.44 7A 31 King Laborers Traffic Control Laborer $42.221 7A 31 8R King Laborers Traffic Control Supervisor $42.221 7A 31 8R King Laborers Truck Spotter $46.57 7A 31 King Laborers Tugger Operator $47.44 7A 31 httns'//fortre.SS.wa.nnv/Ini/wanalnnkirn/nrvlNanpinnk,iin acny 4/1R/7MR Page 6 of 18 King 1-1borers Tunnel Work-Compressed Air $92.60 7A 31 ',Worker 0-30 psi King Laborurs, Tunnel Work-Compressed Air $97.63 7A 31 8D Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $101.31 7A 31 8D Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $107.01 7A 31----------------- 8D Worker 54.01-60.00 psi - King Laborers Tunnel Work-Compressed Air $109.13 7A 31 8D Worker 60.01-64.00 psi King Laborers_ Tunnel Work-Compressed Air $114.23 7A, 31 8D Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $116.13 7A Worker 68.01-70.00 psi King laborers Tunnel Work-Compressed Air $118.13 7A 31 8D Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $120.13 7A 31 ..._... Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $48.12 7A 31 Tender King Laborers Tunnel Work-Miner $48.12 7A 31 King 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 Laborers - Underground Sewer- General Laborer Et Topman $46.57 7A 31 tt Water King Y ab� ier , - IliideEgr_ound Sewer Pipe Layer $47.44 7A 31 Fj Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King t.anciscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $56.78 5D 1H King Marble Setters Journey Level $55.82 5A 1M King Metal.Fabrication_(In Shop) Fitter $15.86 u 1 King Mftlsll Fab rica ion jIn Shout Laborer $11.50 1 King Metal Fabncation (In_ Shop) Machine Operator $13.04 1 King Metal Fabrication(In Shop) Painter $11.50 1 King Metal Fabr¢catiort f n S67o�t, Welder $15.48 1 King Mltwright Journey Level $58.68 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Electrician $11.56 1 King ModtAar BoAdings Equipment Maintenance $11.56 1 King ModuPar Buildic7gs Plumber $11.56 1 httDs://fortress.wa.ciov/Ini/waaelookUD/DrvWaaelookUD.aSDX 4/18/2018 Page 7 of 18 g as Burldrsr Production Worker $11.50 1 Kin htrd _ King Modr.ilyr¢ Brargd(Los, Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King modulo Burl�Vjr s Welder $11.56 1 -KingPainters Journey Level $41.60 6Z 2B _ King Pile Driver Crew Tender $52.37 5D 4C King Pile Driver Hyperbaric Worker - $71.35 5D 4C Compressed Air Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - $76.35 5D 4C Compressed Air Worker 30.01 - 44.00 PSI YP Kin Pile Driver Hyperbaric Worker - $80.35 5D 4C Compressed Air Worker 44.01 54.00 PSI King Pile Drive Hyperbaric Worker - $85.35 5D 4C Compressed Air Worker 54.01 60.00 PSI King Pile Driver Hyperbaric Worker - $87.85 SD 4C Compressed Air Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - $92.85 5D 4C Compressed Air Worker 64,01 - 68.00 PSI King Pile driver Hyperbaric Worker - $94.85 5D 4C Compressed Air Worker 68.01 70.00 PSI King Pile.D.river Hyperbaric Worker - $96.85 5D 4C Compressed Air Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - $98.85 5D 4C Compressed Air Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $57.43 5D 4C King Plasterers Journey Level $54.89 7Q 1R King PlayPrqrmu d 8_Lark [(juj LtjLr2Dt, Journey Level $11.50 1 Installers King Plgmbe[, tt Pjj.cefatters Journey Level $81.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $60.49 7A 3C BP King Pow+el, jipnnent Operators Assistant Engineer ___$56.901 7A 3C 8P King Power ErguiaMLUt t)f lE,i att>rs Barrier Machine (zipper) $59.96 7A 3C 8P King Prvrver_Equipnnesrt_.Opeiatorss Batch Plant Operator, $59.96 7A 3C 8P Concrete King P wer Egtrif�rnerat 0 eLc !epE Bobcat $56.90 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $56.90 7A 3C 8P Equipment j _ ___ $56.90� 7A 3C 8P King Power Equ) a7ept_OserGztors Brooms King PtawcrE.jfi 7errC,0 eratois BumpCutter $59.96 7A 3C 8P King Power EgLtip nc nt Cp.. ratg s Cableways $60.49 7A 3C SP King Power Equipment Operators lChipper $59.96 7A 3C 4 httns://fortress.wa.nov/lni/wanelnnkiin/nrvWanelnnl,iin_acnx 4/1R/7f11R Page 8 of 18 King E QnCc LU JL)!n2 n L.0 L�i.2 ff-, Compressor $56.901 ZA L I 8P King Power Equipment Operator Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over 42 M King L�gyLt,.L..EggJ)n1ent Q ,ratqr.:� Concrete Finish Machine -laser $56.90 7A 3C 8P pL_ — — Screed King PowerLcIvitprnent.0 rators Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King q s Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42m King Power Ectufp.1nentOperitors Conveyors $59.49i 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $62.33 7A 3C 8P over King Power EQuipment Ooerators Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Power............................................... Tons With Attachments King Pa,,fLtqg&, Cranes: 10O Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power EquhpnmrktrpReratqL!, Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments King Pqwqr_E�C « ors Cranes: 300 tons and over or $62.33 7A 3C 8P 300' of boom including jib with attachments King Pow 'c 4r n qnt 01ari acTs Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power EgL01)rnent Operators Cranes: A-f rame - 10 Tons And $56.90 7A 3C 8P Under King Cranes: Friction cranes $61.72 7A 3C 8P through 199 tons King Power EqUipinfflt Operator Cranes: Through 19 Tons With $59.49 7A 3C 8P Attachments A-f rame Over 10 Tons King Power Equipment 0 1)(Lrators Crusher $59.96 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) King Pqiwer Kqui InLepl Operitors Derricks, On Building Work $60.49 7A 3C 8P King LQye_[_EclgipLjieULL )aer trarW Dozers D-9 Et Under $59.49 7A 3C 8P King Pgnj I&DJ)rT Drilt Oilers: Auger Type, Truck $59.49 7A 3C 8P _1� — — — Or Crane Mount King Power Equipment OperatgLs Drilling Machine $61.101 7A 3C 8P King Rqwer Eqj,i me t orators Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Power Equg)q1(n 0...griuors Finishing Machine, Bidwell $59.96 7A 3C 8P And Gamaco a Similar Equipment King LPoQwtetr FrigiMient )t.� -tor. $59.49 7A 3C 8P _tguipment QL httDs://fortress.wa.aov/lni/waaelookuD/DrvWaaelookUD.aSDX 4/18/2018 Page qOf 18 Forklift: 3000 Lbs And Over With Attachments I King Power, Egui, ators Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P With Attachments King L�LI�LL.LL91JHX`nent Ong ators Grade Engineer: Using Blue $59.96 7A 3C 8P Prints, Cut Sheets, Etc King 3C -King Power Eauinment OoeraLors Guardrail Punch $59.96 7A 3C 8P King Power EGUiDnIent Operators Hard Tail End Dump $60.49 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Ft Over King Hard Tail End Dump $59.96 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King L-Iqyw.�_�Lquipnignt Horizontal/directional Drill $59.49 7A 3C 8P Locator Operator 10 Tons Tons And Under King R2nEJ�L[Uirjrnent Operators Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P Over King Power Equipment-Operators. �oader, Overhead, 6 Yards. $60.49 7A 3C 8P But Not Including 8 Yards King Rower Egulp Yards King ratol 5 Loaders, Plant Feed _�59.96 7A 3C 8P King Powc�r_ggtjit�mciit..Op_�ritors Loaders: Elevating Type Belt $59.49 7A 3C 8P King Power EQUjPn tell,( OPeI_at0IS Locomotives, AR __�59 96 7A 3C 8P King Power Equipment Operators Material Transfer Device $59.96 7A 3C 8P $0.50 Per Hour Over King Motor Patrol Graders $60.49 7A 3C 8P King Power Ec[uipmentj)jj�.ratqLis Mucking Machine, Mote, $60.49 7A 3C 8P Tunnel Dritt, Boring, Road Header And/or Shield King Pqwq.LLc Distribution Et Mulch Seeding Operator King PowerULuipmen t Operators Outside Hoists (elevators And $59.49 7A 3C 8P King LuW2L_1:AW 111�n D2er�.or� Overhead, Bridge Type Crane: $59.96 7A 3C 8P 20 Tons Through 44 Tons King Rawe.r Ejcu!L)Lnqnj,Op�rLr.2(r.�2 Overhead, Bridge Type: 100 $61.10 7A 3C 8P Tons And Over King �ower Eqqiprnent Operators Overhead, Bridge Type: 45 _�60 49 7A 3C 8P I Tons Through 99 Tons � httnS://[orfrecs vxa oov/|ni/vvaoP|onk|m/nrvVVnnp|onk/mavnv 4/18/7010 Page 10 of 18 King l-"L)11C rL OlLe ca 1,o r;. Pile Driver (other Than Crane $59.96 7A 3C 8P _ Mount) King .Iqois Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P King Posthole Digger, Mechanical $56.90 7A 3C 8P King Power Equipment Operators Power Plant $56.90 7A 3C BP King Oaqjatq�f� Pumps - Water $56.90 7A 3C 8P King !'Q ..E_quiprnent Ope.j�.Ltqj Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P King EqyL(Li�LqipiLgit r1t Ca 4tur Quick Tower - No Cab, Under $56.90 7A 3C 8P 100 Feet In Height Based To Boom King Power Eguipment L)Ljerators Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving Equipment King Power wrrprncnt Qperatqqsj Rigger And Bellman $56.90 7A 3C BPI King Rigger/Signal Person, Bellman $59.49 7A 1C 8P (Certified) King Power E Lii merpt Qgroerata L, Rotlagon $60.49 7A L L King 1!2wc{ Ec1r�ipinent Op.gra2.t rs Roller, Other Than Plant Mix $56.90 7A 3C 8P ._ — —1 — King Power Equ L)ment Operators Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Materials King Power Equipment Operators. Roto-mill, Roto-grinder $59.96 7A 3C LP.............. King Power F pL�LL2!�: 7A 3C 8P Saws - Concrete $59.49�c�LjipjilLot O_ _ — — King Power_Ecjuii;:jrnent Operzvturs, Scraper, Self Propelled Under $59.961 7A 3C 8P 45 Yards King Powfx Ec uipment QL �ator� Scrapers - Concrete Et Carry $59.49 7A 3C 8P All King Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Yards And Over King Power Egugarngnt Operato Service Engineers - Equipment $59.49 7A 3C R—P King aom_r"�LmEol[LiLi e _t Of ,�t��ao Ls Shotcrete/gunite Equipment $56.90 7A 3C 8P King Power EugjRtjj ern j0pe(a1Lurs Shovel , Excavator, Backhoe, $59.49 7A LC 8P Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $60.49 7A 3C 8P ....................................................................................................... Over 30 Metric Tons To 50 Metric Tons King Power Eq.uipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C SP ................................ Tractors: 15 To 30 Metric Tons King Eowf,,r,E i rrrerat OpfjigitoLis Shovel, Excavator, Backhoes: $61.10 7A 3C SP Over 50 Metric Tons To 90 Metric Tons —-------—--—--------------------- King Power ULutpinenL QprEators Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons King Low( EqjjipLTter�Lg.LrLaoL& Stipform Pavers $60.49 7A 3C 8P jr 2 King Power Egulp Spreader, Topsider Et $60.49 7A 3C 8P j�� — — Screedman King PfLwLi Eq1qj)jj t qT eraLa s Subgrader Trimmer $59.96 LA 3C 8P King Power Ugripment Opera Tower Bucket Elevators $59.491 7A 3C BPI King Eqtcr"EcLLI i pj2je Tower Crane Up To 175' In $61.10 7A 3C 8P Height Base To Boom I httDS://fortress.wa.qov/1ni/waaelookuD/DrvWaaelookUD.aSDX 4/18/2018 Page 11 of 18 King Lowcrr Ecau4prraexrce O acrt'catt)rw Tower Crane: over 175' $61.72 7A 3C 8P through 250' in height, base to boom King va Ec i iL�t gpoLp r s Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom King 22V; r L.aO.0 ne nt -V rator s Transporters, All Track Or $60.49 7A 3C 8P Truck Type King .2wgr-EquI[jrnerIt0 ciators Trenching Machines $59.49 7A 3C L — _ _ King I^nweL_EgU Vflrient O raLoors Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Tons And Over King F?gwer Equig3 err' Operators Truck Crane Oiler/driver $59.49 7A 3C 8P Under 100 Tons King Powei�EauCamcrat Opei atgrs Truck Mount Portable $59.96 7A 3C 8P Conveyor King Powel'_EcLurlmu iatC)Lafrators Welder $60.49 7A 3C 8P King Power Eq!gp njt=rit )1aceL6':crrs Wheel Tractors, Farman Type $56.90 7A 3C 8P King f�"c>tggr-E og.iipnv_cnt 0lK, ators Yo Yo Pay Dozer $59.96 7A 3C, 8P King Paawro Cuip roc�rt L�lrerntaEry,m„ Asphalt Plant Operators $60.49 7A 3C 8P Under sound Sewwcr It Water King I'vo we.r_Earprrcot9mOtaerft'k.asrs- Assistant Engineer $56.90 7A 3C 8P LlndergLgrtncl °ewer 8 Water King Power E%ri aneC�pe ataios Barrier Machine (zipper) $59.96 7A 3C 8P Unders,lroirngtl_Sewer Ek Water King Power Equi nent Coerators- Batch Plant Operator, $59.96 7A 3C 8P UnderrEratiur¢I Sewer Et Water Concrete King E'owerEcitrijAnent.Op riLors Bobcat $56.90 7A 3C 8P Underground Sewer Ft Water King Power FjtOpn7ant, Olar ha4,r.ar;s- Brokk - Remote Demolition $56.90 7A 3C 8P Underground Sewer It Water Equipment King PnweLj gUipnrent 0ler ators- Brooms $56.90 7A 3C 8P tlncl¢Adl r[nalrtl Sower ra'v"' crier King powers [rltr1rtta€r71',.Orat rakci_s_ Bump Cutter $59.96 7A 3C 8P Underground Sewer Et Water King Power Ec+nnrraerrt {)ads Cableways $60.49 7A 3C 8P Underground Sewer 8 Water King P wer E,u iMgn( OjLriraaLoi_s- Chipper $59.96 7A 3C 8P Undergrounnd Sevder B Water __.., King Pcawer F{auaC mr nt 0)e ators- Compressor $56.90 7A 3C 8P Underground Sewcr Et Water King Power Equipuriont: Operators- Concrete Pump: Truck Mount $60.49 7A 3C 8P UndergEqun Sc,�wer Ft WWate�r, With Boom Attachment Over 42 M King Power Eoui,_gariaegal_Operatcrrs- Concrete Finish Machine -laser $56.90 7A 3C 8P Uud(L.r round Sewer a Water 'Screed King Poweo--EccLttj 3nncnt Ooei ators Concrete Pump - Mounted Or $59.49 7A 3C 8P Underground Sewer & Water Trailer High Pressure Line Pump, Pump High Pressure. King Powe1__l ui ment ppera;tgr„r„s„ Concrete Pump: Truck Mount $59.96 7A 3C 8P I.lnclerg[out1 J1Sewer _Ft Water. With Boom Attachment Up To 42 m King Conveyors $59.49 7A I 3C 8P httes://fortress.wa.aov/Ini/waaelookiro/nrvWanPlnnkun.asn)( 4/1R/?nlR Page 12 of 18 l�u odc Water King Fowaa ['ourpnrr;�nt [Le r at o rs--_ Cranes Friction: 200 tons and $62.33 7A 3C 8P Under1round Wa Sewer ft ter over King Power Equipment Operators- Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Underground Sewer Er, Walter Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Uj�LcCe i nd Sewer It. Water- Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Eginoment ,Cr)(�rzaors- Cranes: 200 tons- 299 tons or $61.72 7A 3C 8P L_ _ — — — Undei€j,round Sewer ft Water 250' of boom including jib with attachments King Gower jq -wnSnt 0-)eratc��rs� Cranes: 300 tons and over or $62.33 7A 3C 8P Underground Sewer bt Water 300' of boom including jib with attachments King EqLqer FquiL)1 Leer._O.jerqo t rs- Cranes: 45 Tons Through 99 $60.49 7A 3C 8P j L _ Und(-'�rp,roun(l Sewer ft Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment operators- A-f rame - 10 Tons And $56.90 7A 3C 8P llndergrMlnd Sewer R Water Under King Cranes: Friction cranes $61.72 7A 3C 8P .fL -F grouncfi Sewer it Water through 199 tons King Power"Equipment Operators- Cranes: Through 19 Tons With $59.49 7A 3C 8P UnLlgL�Li 9 Lnd.Sewer L Water Attachments A-f rame Over 10 Tons King Power EqUiDrnent Operators- Crusher $59.96 7A 3C 8P Underground Sewer a Water King Deck Engineer/deck Winches $59.96 7A 3C 8P Underground Sewer ft Water (power) King Power Eguipment gjxrators- Derricks, On Building Work $60.49 7A 3C 8P IJUnderground Sewer Et Water King igLiLOp-_rs Dozers D-9 Et Under $59.49 7A 3C 8P .1L_ __.!� ldnderpL Ln� o (LSewer ft WiLer King PowerEquipmeraL O_p,,rl< Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P _e_ t�rL — — — Underground Sewer Et Water Or Crane Mount King Power_R Drilling Machine $61.10 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Elevator And Man-lift: $56.90 7A 3C 8P Underground Sewer Et Water Permanent And Shaft Type King Power Get 1AgLnqrLt 0,p,catars- Finishing Machine, Bidwell $59.96 7A 3C 8P L_ Underground Sewer a- Water And Gamaco Et Similar .............. Equipment King Forklift: 3000 Lbs And Over $59.49 7A 3C 8P Underground Sewer a Water With Attachments King Power EqujiDment Operators- Forklifts: Under 3000 Lbs. $56.90 7A 3C 8P Under M2and Sewer ft Water With Attachments King Power_-",quipmeat Jeer_tens_ Grade Engineer: Using Blue $59.96 7A 3C 8P _p_atop Underground-Sower ft Water Prints, Cut Sheets, Etc King E2&gLjgl!hcnt Opcoat;oo's- IGradechecker/stakeman $56.90 7A 3C 8P Underoiound Sewer a Waer httr)s:Hfortress.wa.cov/lni/waaelookuD/DrvWaaelookuD.asDx 4/18/2018 Page 13 of 18 King Bowe ErYuuprq €°yr O1a sroCcar , Guardrail Punch $59.96 7A 3C 8P Under round Sewer Pa Water — — King POWer Fauinment Operators- Hard Tail End Dump $60.49 7A 3C 8P Unda�€r+MM'd ^."ss^.W e a Water Articulating Off- Road — — Equipment 45 Yards. Et Over King Power Egyinrnent Operators- Hard Tail End Dump $59.96 7A 3C 8P Under��_round �cwoi 0 Water Articulating Off-road — Equipment Under 45 Yards King Power EeaariLara'€errrp Operators- Horizontal/directional Drill $59.49 7A 3C 8P l)radti*i a,r arnt Sewer ft Water Locator — — King Rowe€.. Eauiortaent Operators- Horizontal/directional Drill $59.96 7A 3C 8P lindc*i.gEo ncl SeweF EC Wa1.Lr" Operator — — — g _....�-_ y $59.49 7A 3C 8P Kin Puwce, EcauannientwwOpcmtor - H dralifts/boom Trucks Over Underground Sewer Et Water 10 Tons King Power.Equipment Operators_ Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P .._. .................._ — — — Underground Sewer ft Water Tons And Under King Poweu Egri rCgrators- Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P hJndermretanci_S;r^wNr�r Ez 'e^4i,ater Over — — King P'awcr Equ merrG_O,gpextptggc Loader, Overhead, 6 Yards. $60.49 7A 3C 8P Under rou€sd_Sewer &Water But Not Including 8 Yards King Power Ecftri-rrL ngrrt Op7trc i_- Loaders, Overhead Under 6 $59.96 7A 3C 8P Underground Sewer & Water Yards — — ...................................._.-.........-........_............. King Power p gLJi Dment der algrsm Loaders, Plant Feed $59.96 7A 3C 8P lJncpea i.ou€ad Sewci to Water King C cover B:ci np m arot Oc€ntors- Loaders: Elevating Type Belt $59.49 7A 3C 8P QndergfjroLipq`;ewer & Water King I?aawc o`_ cLta?- elrt Oft kors- Locomotives, All $59.96 7A 3C 8P Ui€etc l-ou 2d Sewer tte Water _ King Pervy mu E tLrr7lfrn€_rr2, C1ilf_€_ t;0r 5, .... Material Transfer Device $59.96 7A 3C 8P Urrclereround Sewer & Water King Power Fgyron'aer'at._Ope,aa't'ors_, Mechanics, All (leadmen - — $61.10 7A 3C 8P Underground Scwei ft Water $0.50 Per Hour Over Mechanic) King P v e*r C<lr rtrl;rr CYlacraluu;rw- Motor Patrol Graders $60.49 7A 3C 8P Uncle;rppo!Ln Sewea Ct Water" — — — King Pawr+er' L Ipman t,Ootrattn- Mucking Machine, Mole, $60.49 7A 3C 8P lJurdc?rsr€moarnd[5C ev )p Water Tunnel Drill, Boring, Road Header And/or Shield King Powc r t:cLuapanncrrc.-Oci atcar_s.. Oil Distributors, Blower $56.90 7A 3C 8P UncicrraaanroJ Sews=r ft Water Distribution Et Mulch Seeding Operator King [12 rer F�cg,u q ont l7 ctors- Outside Hoists (elevators And $59.49 7A 3C 8P l.lrad reror,ar ti Sewer R Water Manlifts), Air Tuggers,strato King Brow-o.a Egui-prne€mt_Ope€_aCors-. Overhead, Bridge Type Crane: $59.96 7A 3C 8P Underground Sewer & Water 20 Tons Through 44 Tons -- King IxowerCctu€umellt Ol eeat rrs- Overhead, Bridge Type: 100 $61.10 7A 3C 8P Undc rpround Sewer tt Water Tons And Over King Power` CgwL>mentIT eryraW r,sm Overhead, Bridge Type: 45 $60.49 7A 3C 8P Uudernrerand Sewer ft Water Tons Through 99 Tons King Powew w° E%9RjL-ij Ope at ors; Pavement Breaker $56.90 7A 3C 8P Underground Sewer a Water — — — King 1 $59.96 7A 3C 8P httnG //fnrtra,;s-ova-nov/lni/wanelnokun/nrvWanalnnkun acnx 4/1 R/7n1 R Page 14Of18 owe.r._ECLL1jj�n1!LnjL I crators Pile Driver (other Than Crane King Fat(KL- Plant Oi�er - Asphalt, Crusher $59.49 7A 3C 8P �tijo�M[Ro�_Sewcr Et Water Undermound Sewer 6, Water �LL_ Quick Tower UiLderoround Sewei Ft. Water 100 Feet In Height Based To Boom King Power Ecarioment OperaLois- Remote Control Operator On $60.49 7A 3C 8P Underground�Sewer 8-, Water Rubber Tired Earth Moving Equipment ljLj�ttLgLL)qn.�_SPvvPr Fir 'Ala�t� (Certified) UndergroundSewer Et Water King RoLer, Other Than Plant Mix $56.90 7A 3C 8P SewL r Ft Water Materials Under round Sewer a Water King Power Equipment Operators- Saws - Concrete $59.49 7A 3C 8P Underpround Sewer a Water King Power Equjjxjier�t Opeiators- Scraper, Self Propelled Under $59.96 7A 3C 8P King 8P King Power 1qui,pn.-L( ntCpqu Scrapers, Self-propelled: 45 $60.49 7A 3C 8P UndeLp round_Sewer Ei Water Yards And Over King Power Ewripment Operators- Service Engineers - Equipment $59.49 7A 3C 8P Undergrmhrid Sewer & Water King Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Under-Rround Sewer Er Water Tractors Under 15 Metric Underground Sewei EL Water Over 30 Metric Tons To 50 Metric Tons qwer Et Water ,mund Sewer & Water httnS://fUdLreS6.VV8.00v/10i/vv8Uel0Ukun/nrvVVaoelnokuo.a,;nx 4/18/J01R Page 15 of 18 Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons -King Power Eq_qipQjt!j"t_Operators- Oper'at'o-rs, Shovel, Excavator, Backhoes: W.72 7A 3C 8P Underground Sewer & Water Over 90 Metric Tons ........... King F o w0(-ESl UA P"n I?im!p ��-t'Water �- Slipform Pavers $60.49 7A 3C 8P Underground, Sewer a ............................. King Power Ecui rnent 0[.)eriLw - Spreader, Topsider Et ----�60491- 7A 3C 8P jUnderground S&2ffE a Water Screedman King Powerj"_q!1prjjjent OperaLars- Subgrader Trimmer $59.96 7A 3C 8P ULndLqrgrguqd Sewer Et Water King Tower Bucket Elevators $59.49 7A 3C 8P Qrjqc Lrpround Sewer Fi Water King I.. �3t 2 L Tower Crane Up To 175' In $61.10 7A 3C 8P Un(IeLv�iourrd St,�yui Et Wales Height Base To Boom King Power fS juip i(LL . Qp jL.jL- Tower Crane: over 175' $61.72 7A 3C 8P !L IL _gID Sewer ft Water through 250' in height, base to boom King ErIuAflfrnit Operators- Tower Cranes: over 250' in $62.33 7A 3C 8P jJndLor.PrMnd Sewer &Water height from base to boom King Power Equipment Operators- Transporters, All Track Or $60.49 7A 3C 8P Umclergro I p und ewer Et Water Truck Type__SL -- King jjQMILE,g�p Trenching Machines 7A 3C 8P q, _gj!L $59.49 UnAm!nu!?4-seWer fi Water King Power ,gq pment.Operator s-, Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P ghgeLg 'L Sewer ft Water Tons And Over r EqLrL 4_ King Power EOUipment Oppi ators- Truck Crane Oiler/driver $59.49 7A 3C 8P Pricicrp rouridSewer Et Water Under 100 Tons v King Ea [��,ntOper�ators- Truck Mount Portable $59.96 7A 3C 8P Underground Sewer a Water Conveyor King Power Equipment Operators- Welder -$60.49 7A 3C 8P Linder round Sewet St Water King Eew-cLfj( Wheel Tractors, Farmall Type $56.90 7A 3C 8P Underground Sewer Et Water I King Power EqUiDirnent Opera-,ors- Yo Yo Pay Dozer $59.96 7A 3C 8P ....................... Operators--.....Water ................... Underground Sewer Et Water ................................-- King Power Line Clearance Tree Journey Level In Charge $50.02 5A 4A Trimmers King Power Line Clearance Tree Spray Person --$47.43 5A 4A Trimmers King Power Line Clearance-Free Tree Equipment Operator $50.02 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $44.64 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.67 5A 4A Trimmers King RtEdveration Ft Air Journey Level $77.86 6Z 1G Conditioning Mechanic.;, King Residential Brick Mason Journey Level $55.82 5A im King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 httDS://fortrpsc-wa.cov/1ni/wanP,Ionktir)/nrvWan(-.Innk[in.P)qnY 411 Rom R Page 16 of 18 King Residential Dry iIl Journey Level $42.86 5D 1C Alpphcators _ King L4_-, dmtia+l C)ryv all larrk;rr _ Journey Level $57.43 5P 1E King Residential Electricians Journey Level $30,44 1 King Residential Glaziers Journey Level $41.05 7L 1H King Residential Insulation Journey Level $26.28 � 1 A�{a111 _ -Eois _ - King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residcntial,Painters Journey Level $24.46 1 King Residential,Pturnbers_Et Journey Level $34.69 1 li?ipefittn�rs I King Rcsrdna laid 3nfr°1,rr tror7,£ °°° ir° Journey Level $77.86 6Z 1G .... Condt:fanini� MecYrariics King Residential Sheet Metal Journey Level (Field or Shop) $44.56 7F 1R Workers King Residential Soft Floor Lavers Journey Level $47.61 5A 3J King Rcsacicalli IS alwle¢ lattea's Journey Level $46.58 5C 2R Fire Prx tectiort°, King Residential Stone Masons Journey Level $55.82 5A 1M ..... - _ King Residential Terrazzo Workers Journey Level $51.36 5A 1M King Residential Teriaczo/rile Journey Level $21.46 1 Finishers King Residential Tfle Setters Journey Level $20.00 1 King Roofers Journey Level $51,02L5A 3H King Roofers Using Irritable Bituminous $54.02 3H Materials King Sheet MetalWorkers Journey Level (Field or Shop) $78.17 1E King 5h?E 1puitdiiLp Et Ship Repair Boilermaker $43.31 7M 1H r King Sl�l uRcifnc; ri. Sh1p) Repair Carpenter $41.06 7T 2B King Shipbuilding Ft Ship Repair Electrician $42.07 7T 4B King, 5}upbuilding Et Ship Repair Heat Et Frost Insulator $67.931 5J 4H King S17ahhuflrng _SI791� Rs �ynio° Laborer $41.99 7T 4B King ShipbAlid,112._6L SN71j2 Rc a" Machinist $42.00 7T 4B King Sl°iil l3rai,ft rng_Ez, SErjs el2aiu Operator $41.951 7T 4B King SLiiL)lrailriri 5hiRe.frair Painter $42.0M 7T 4B King Shiylsy tLhjnr ra Ship Repair Pipefitter $41.96 7T 4B King Shipbuilding°a Ship Repair Rigger $42.05 7T 4B King Shipbuilding a Ship Repair Sheet Metal $41.98' 7T 4B King 2-1lpGuuldirrgj�.Shiip Relpaa°lf Shipfitter $42.05 7T 4B King S,hipbu°ildinq Et°Shia Repair Trucker $41.91 7T 4B King Shi bciitdfncfi°596p_Repaic; Warehouse $41.94 7T 4B King, ShiI.L1.)cp;rldine Et S@7i1a kepair Welder/Burner $42.05 7T 46 King Sinn Makers ft Installers Sign Installer $22.92 1 E1er Erica@ King Sign Makers Et Installers Sign Maker $21.36 1 _._.._ _ httDs://fortress.wa.aov/Ini/waaeIookuo/DrvWaaeIookur).asr)x 4/18/2018 Page 17 of 18 King hrrgn p �eis I(1_++ tll¢ �s,(ISor'r. Sign Installer $27.28 1 Electricatp King Sion Makers& Installers (Nan- Sign Maker $33.25 1 E':➢hcrt:9:ric�ctl King Soft Floor Layers Journey Level $47.61 5A 3J King Solar Controls For Windows Journey Level $12.44 1 King Spr_L locirttcrs,llrire Journey Level $75.64 5C 1X Isrcrie�cticrrti — — King 5ta�Peli P f 2rm Journey Level $13.23 1 aitruc. crs-ali King Stone Masons Journey Level $55.82 5A 1M King Street And Parkins, Lot Journey Level $19.09 1 riweeper 1�loa�lc��rs _ King Surveyorfs Assistant Construction Site $59.49 7A 3C 8P Surveyor King Sur'VEryf}os. Chainman _ $58.931 7A 3C 8P King Surveyaaes Construction Site Surveyor $60.491 7A 3C 8P King Teteco MUnicatlon, Journey Level $22.76 — 1 Technicians King Tetephong lint* Constructfcrn „ Cable Splicer $40.52 5A 2B --.._ .............. Outside — — King ➢etcTLjgo e Lil-i C Tist 9.c1j.op - Mole Digger/Ground Person $22.78 5A 2B Outside King Pe qp,! aj Lnrg,onstruct�ion _, ,Installer (Repairer) $38.87 5A 2B Outside — King 1tega%7a t Lair Cnsti_iictios� - Special Aparatus Installer I $40.52 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $39.73 5A 2B Outside King Teleoho_n_e Line Construction - Telephone Equipment $40.52 5A 2B Outside Operator (Heavy) King Telephone Line Construction- Telephone Equipment $37.74 5A 2B Outside Operator (Light) King Telephone Line Construction - Telephone Lineperson $37.74 5A 2B ....... .......... Outside. _a King Lgjephone Line Construction - Television Groundperson $21.60 5A 2B Outside King T(:,jeL)Ltgpe tine Gonsuuctiion r, Television $28.68 5A 2B Outside Lineperson/Installer — King Telephone Ltne-C Oils-truc ticr lt Television System Technician ', $34.10 5A 2B Outside — King Tcelesoh me Une, ConsBn.rctior - Television Technician $30.69 5A 2B Outside King Telc Lhorr. tins, Construction Tree Trimmer $37.74 5A 2B Outside King Terrazzo Workers Journey Level $51.36 5A 1M King Tile Setters Journey Level $51.36 5A 1M King Tite, Marble & Terrazzo Finisher $42.19 5A 1B Finishers _..____--. — King Traffic Co1 uol_Stript2 Ep5 Journey Level $45.43 7A 1K httns-//fortress.wa.nnv/lni/wanelnnkun/nrvWAnalontcun acnx 411 R/?n1 R Page 18 of 18 King ITruck M iverE Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L . .. ........................ WA-Joint Council 28) ——-- --------- King Truck Drivers— Dump Truck [t 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 Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et Irrigation Pump Installer $17.71 1 Ti ist...a["t e rs... ... ..... King Well Dritiers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers & Irdq t�w_EqTj2 Well Driller $18.00 Installers httDs://fortress.wa.aov/1ni/waaelookuD/DrvWaaelookur).asr)x 4/18/2018 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 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. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten (10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule, shall be paid at one and one-half times the hourly rate of wage.All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost duo 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 horns 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 tunes the hourly rate of wage. All hours worked on Sundays and holidays shalt be paid at double the hourly rate of wage. N, All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 1_ O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays,holidays and after twelve(12)hours, Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly iate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q, The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half tines 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-halffimes the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage.(except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve(12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued i 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. f B. Alt 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)houri 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 shalt be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten- hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule,all hours worked after ten shall be paid at double the hourly rate of wage. The first eight (8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day, or ten (10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees.Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight(8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day, or ten(10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage.After an employee has worked eight(8)hours at an applicable overtime rate, all additional hours shalt be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 Overtime Codes Continued 3, 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 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. 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. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly torte of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8) HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty (40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4) hours of overtime after eight (8)horns of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4) day ten(10)hour workweek has been established, On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two (2)hours of overtime after ten (10)hours of straight time work shall be paid at one and one half(1-1/2) times the straight time rate of pay. On Saturday, the first twelve(12)hours of work shall be paid at one and one half(1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key— Effective 3/3/2018 thru 8/30/2018 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 ofwage. All hours worked on Saturday, Sundays and holidays shall be paid at double thehourly 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 following rates: The first two (2) hours after eight(8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2) times the hourly rate of wage. All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hotr weekly schedule, either Monday thm Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half(1%)times the regular shift rate for the first eight (8)hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half tunes 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 wagc. 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 wagc. All other overtime horn s worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All horns worked on Labor Day shall be paid at three times the hourly rate of wage. 1"1olidav 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 3/3/2018 thru 8/30/2018 1-11ctiiday 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,Irndependence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day,The Day Before Christmas, And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday, Q Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day. (7 1/2). S, Paid Holidays: New Year's Day, Presidents' Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Years 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 3/3/2018 thru 8/30/2018 Holiday Codes 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,The Day After Christmas,And A Floating Holiday(10). 1. Paid Holidays:New Year's Day, Memorial Day,Independence Day, Labor Dal', Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7). T, Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day (9). Z. Holidays: New Year's Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8),Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr. Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which fall s 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. 1-1. Holidays:New Year's Day,Martin Luthcr King.Ir.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 Code Key—Effective 3/3/2018 thru 8/30/2018 Holiday Codes Continued 7. L 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. 1. 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 a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P, Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christnas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day(10). If any of the listed holidays fall on Saturday,the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, tire 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 3/3/2018 thru 8/30/2018 IialidnN� Codes Contintied 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 `r 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 an 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$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in detennining the scale paid. R. Effective August 31,2012—A Traffic Control Supervisor shall be present on theproject 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 sigms necessary to control vehicular,bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana,or Idaho. These classifications are only effective on or after August 31,2012. S, Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana, or Idaho.This classification is only effective on or after August 31,2012. 9 Benefit Code Key—Effective 3/3/2018 thru 8/30/2018 Note Codes Continued 8. U. Workers on hazmatprojects 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'-$300 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'. W, Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. 10 � U� M �N � M �"' ud Y � � rum I ��I' � �W m "i ;�'�"�i u i i �i P� I�Da u� � ,I.. �.. �... IMIPw �, ro.,,�. . ami r.. m w� IMP�o u au �� „I o g uo i � INU� v�. u, � � � � m �P�....� "��"� ' III '' ' '� !.I'�I� Pro ��" W� wiu� ��%. �ii��r �� i � �I a m ..« � auP ��n� �d �� im � ma,� n ,DP ao �W ::JP pP' ;MN�' a r% i WP c � � � �. I a. m or w d �.. a �... qy ,,. �. .. � n .. a� � �r ' .qry q,� � � .,, u �t W m m 1A w � a :ao'w, I� WIG e ar r. _.� uu� ca ' Ali µ iw a �p� a ao ao IW ao au � � * � a nu � � au ° w � ^� � � � M" m o� wM' AIVii . . ��' a� M IW�.W � Nb`m. NW i I �'"fi W� � ".'i I: w IPV. :. m � Wr��^., d. a 4µ �. a m . . u u a a � n - m ` Ig .. a i� mi: -:re ' ,,,. ..mi ua W W w w au IIW M w�� of mu IIV�» a r KEN T Agenda Item: BIDS - 10B TO: City Council DATE: June 5, 2018 SUBJECT: 132nd Ave SE Pedestrian Improvements Project- Award MOTION: Award the 132nd Avenue SE Pedestrian Improvements Project (North) to Axum General Construction, Inc., in the amount of $511,616.15, and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project consists of the construction of a walkway along the west side of 132°' Avenue SE from SE 24011 Street to SE 248th Street. This project includes 1200' of sidewalk adjacent to a gravity block wall, 460' of asphalt shoulder walkway separated by extruded curb, three new curb ramps, sidewalk and curb repairs, and an asphalt sidewalk and driveway regrading. The bid opening for the 132nd Avenue SE Pedestrian Improvements Project (North) was held on May 17, 2018, with eight bids received, all were responsive. The lowest responsible and responsive bid was submitted by Axum General Construction, Inc., in the amount of $511,616.15. Bid Tab Summary O1. Axum General Construction, Inc. $511,616.15 02. R.W Scott Construction Co. $585,377.50 03. Active Construction Inc. $650,650.00 04. NPM Construction Co. $679,154.00 05. Reed Trucking & Excavating, Inc, $717,575.00 06. Northwest Cascade, Inc. $746,360.00 07. TITAN Earthwork LLC $758,837.96 O8. Sound Pacific Construction $1,443,180.00 Engineer's Estimate $647,325.00 EXHIBITS: None RECOMMENDED BY: Public Works Director BUDGET IMPACTS: Combination of already budgeted street and grant funding.