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HomeMy WebLinkAboutPW16-282 - Original - Northwest Cascade, Inc - 1st Ave S Storm Drainage Improvements - 07/12/2016 iw1 j 1 ' z 3rs xs Records er� e � sQ i�ENT x t' Document WASNinoran k � t e � _t CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact City Clerk's Office. Vendor Name: Northwest Cascade, Inc. Vendor Number: JD Edwards Number Contract Number: J11 This is assigned by City Clerk's Office Project Name: 1st Ave. S, Storm Drainage Improvements Description: ❑ Interlocal Agreement ❑ Change Order ❑ Amendment ® Contract ❑ Other: Contract Effective Date: Date of the Mayor's signature Termination Date: 60 working days Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Richard Schleicher Department: Engineering Contract Amount: $670,991.91 Approval Authority: (CIRCLE ONE) Department Director Mayor City Council Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of installing storm sewer pipe and catch basins and removal and replacem� sidewalkffected by storm drain installation. - -- —------ As of: 08/27/14 i Schleicher, Richard From: Yoshitake, Nancy Sent: Thursday, June 16, 2016 11:51 AM To: Murillo,Alex; Schleicher, Richard Subject: 1st Ave. S. Storm Drainage Improvements Contract Alex & Richard, I will be on vacation starting the 17th, the day the contract is due back from Northwest Cascade. I've asked Cheryl to watch out for the contract, but you may also want to check my desk for the contract. If it doesn't arrive on Friday, please contact Northwest Cascade on Monday to check on the status. Their phone number is (253) 848-2371. I left a copy of the Request for Mayor's signature form at my desk (please see Tim's note). When the contract is ready to be delivered to Law, please place "sign here" flags for the Mayor's signature under tab 2 of the contract, and fill in the "date sent" and "date required" on the pink sheet (I normally request a week after date sent, and usually get the contract sooner). Once that's done, please hand deliver the two contracts to Kim Komoto and let Kim know that I am out and that the insurance documents have not been reviewed. Once the contract is signed, one copy will come back to me for binding and distribution. Please do not do anything with the signed contract. I will take care of making copies, binding and distributing when I return on the 28th. Thank you for your help, Nancy i I t CITY OF KENT KING COUNTY, WASHINGTON KE T SPECIAL PIS VISI ONS FOR st Avenue South Storm Drainage r s Project Number: 1 ®3 1 BIDS ACCEPTED UNTIL May 24, 2016' 11 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY WALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS D 1 RECTOR 4^4111 KENiT WASH IN GTON r PUBLIC WORKS DEPARTMENT Timothy 1. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 Fax: 253-856-6500 KE�T wa Hx�roH PHONE: 253-856-5500 CITY OF KENT KING COUNTY, WASHINGTON 15t Avenue South Storm Drainage Improvements Project Number: 15-3013 ADDENDUM No. 1 May 20, 2016 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 CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BID OPENING Bids will be accepted until Wednesday, .June 1, 20.6 at 1.00 X4. L? s vvdlbe 12paned end read_ ablic(y aloud ln2rnediat�l� fotlu�nssrl4 ll Qom. END OF ADDENDUM No. i Chad Bieren, P.E. Date City Engineer 0 rn N C v Y 0 MAYOR SUZERE PUBLIC WORKS DEPARTMENT Timothy J. LaPorte, P.E. Public Works Director 400 West Gowe Kent, WA 98032 Fax: 253-856-6500 KEAi T W sHN�TON PHONE: 253-856-5500 CITY OF KENT a- KING COUNTY, WASHINGTON Is' Avenue South Storm Drainage Improvements Project Number: 15-3013 ADDENDUM No. 2 May 26, 2016 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 CHANGES ARE SHOWN IN BOLD, ITALICS AND/OR STRIKETHROUGH I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement pages 7, 8, 12 and 13 of the Bidder's Document. Bidders must use the replacement page. SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1080 4-04.5 4-36 Crushed Surfacing Top $ $ KSP .1,.100 Course, 5/8 Inch Minus Per TON TONS ($6.00 Min) F£ se,1-114-lR -;m jpe�t nT-ON o 1355 1-04.4(1) 1 Minor Changes $5,908 $5,999 M .WSDOT CALC 25,000* 25,000 Per CALC Y *Common price to all bidders 3 3 O MAYOR SUZETTE COOKE�— SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4215 7-09.5 2.50 Remove PSE Conduit Rank KSP LN FT Per LF SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT f R-etega rTza� -Signg � $ K-SP L6R�S4 M f'er _ Page 23 - Proposal Signature Form REVISE the first paragraph as follows: The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within f&rtrflve sixty (60) working days after issuance of the City's Notice to Proceed. II - CONTRACT Page 32 - Contract REVISE the last sentence of item 1 as follows: 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 f S)Sixty ( 0) working days. III - KENT SPECIAL PROVISIONS Page 1-2 - Section 1-01.3 - Definitions ADD the following to the end of this section: PSE Conduit 0ank The PSE Conduit Bank is herehV defined as a duct bank consisting of ups to 22 direct-bury, abandoned PVC condulfs ranging in size from 4-3 inches, as well as one polyethylene 2 inch abandoned gas conduits 2 Page 1-9 - Section 1-05.5(2) - Roadway and Utility Surveys REVISE the second paragraph as follows: -2-.1. Curb or gutter grade stakes, 4.2. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. DELETE the last paragraph: (fin-afie an-meets-w - i+ e�=s�sa�-prcrvi�e i`. i.e vrr-sc� r�v-s�rbi iHE- �-brr�rrn�ti--an hubs-af -se _ Page 1-9 - Section 1-05.5(3) - Bridge, Structure and Retaining Wall Surveys DELETE this section in its entirety. Page 1-11 - Section 1-05.5(5) - Staking Services DELETE items 1, 2, 4, 5, 6, 8, 9, 10 Page 1-12 - Section 1-05.5(5) - Staking Services REVISE the first sentence of the first paragraph as follows: When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, safr tafy and sewer-aH4-9 4ines. REVISE the last sentence of the second paragraph as follows: The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $4-82 0/hour. Page 1-12 - Section 1-05.5(6) - Survey Requests REVISE the second paragraph as follows: ry t 'r '1�OII-riRea -fC�"4eHmiI e Storm or sanitary sewer Approximately 8-10 structures �rsi..vnr FVTSCGr'ITfC}ii� '� r3vo-ln�cc.rrfCC1ZT—p+pe Curb and gutter +/-1300 lineal feet (one side only) T a et- --etgteri'ine 114th;,�E;�t�~,'si€ izatieff -- 3 i Page 1-15 - Section 1-05.14 - Cooperation With Other Contractors REPLACE the existing paragraph with the following: � ��-_. . •�-na,. �.� e �r��_ e,�-teeter- I'�'em�l�i-{oecrcezii crr-f$cr�itie`s-Ifiivif�-��rrrvr"io'-rvga-i'rm-in"�rc-6f-��' G."'-rrc�_rv�c f _ f eyderT A,at-�com-3``ftun+e rc� > Jewl ffce­Ji rSt, u I 1 Yryry4_aa-^^C CI LI d 1(V I I l4� T°lV\. -PITLTVl C3C U �Ii1tfIC5v '..'... Puget Sound Energy (PSE) buried power and intermedlate pressure gas facilities will be installed in the northbound lane of Ise Avenue South from approximately station 10+00 - 17+00. New facilities will be located approximately 2 - 6 feet east of 1st Avenue South centerline striping. For bidding purposes, the Contractor shall assume one hurled power, gas, water, communications, and sewer services exist and serve each home along 1s`Avenue South and West Crow Street within the project limits. PSE will leave the newly abandoned facilities in-place for removal by the City's Contractor. PSE representatives have stated this work will be complete by July 1Sr® 2016. C"enturyUnk will install new facilities from approximately station 150+20 -- a distance approximately 10'south of station .151+61.89, and leave the newly abandoned 2 inch main and pedestals in- place. CenturyLink representatives have stated this work will be complete by July 1.5f; 2016. The City's expected NTP date aor the Storm Drainage Project is July 1 s r 2016. Page 1-21 - Section 1-07.17(6) - Site Inspection REVISE the CenturyLink contact phone number as follows: CenturyLink Jason Tesdal 206-345-3488 -203 206-683-4242 (cell) Page 1-21 - Section 1-07.24 - Rights of Way DELETE the third sentence in the third paragraph and REPLACE with the following: =F4-te-(!Ry4ias4den44e t�er�h vest rater a�� ec -= uat-fte Licarii°ecl City rawrred right-of-way is available for staging at various mead shoulder locations along I" Avenue South, south of Mills Street and north of S. 250tn Street. Page 4-1 - Section 4-04.5 - Payment DELETE the following: 4 Page 7-9 - Section 7-08.3(1)C - Bedding the Pipe REVISE the second sentence in the first paragraph as follows: Material shall be in accordance with Divisions 4 and 9 of the Kent Special Provisions and ifil,SDOT specifications. Page 7-14 - Section 7-09.3(26) - Remove PSE Conduit Bank ADD the following new section: SECTI{7r'°,l 7-09.3 IS ,SUPPLEMENTED BY Ai?I7ING TAKE FOLLOWXNG NEW SECTION. .o-09.,3(76) Remove PSE Conduit Barak From approximately station 10+00-17 00, a PSE Condult Barak exists in conflict with proposed stoner drain installation, The PSE Conduit Bank is defined in KSP section 1-01.3. The Contractor shall verify utility abandonment and deactivation limits with PSE representatives listed in KSP section 1-07.17(6) prior to commencing removal Work. The limits of removal shall be determined in the field. Once limits are determined, the Contractor shall remove and slisptase of'the PSE Condult Bank per applicable regulations. Page 7-14 - Section 7-09.4 - Measurement ADD the following to the end of this section: Measurement for "Remove PSE Conduit Bank,"shall be per linear foot as measured along lire centerline of power canduit. Page 7-15 - Section 7-09.5 - Payment REVISE the second paragraph as follows: The unit contract price per lineal foot for "Remove Existing Abandoned Water Main" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to a eii remove the existing abandoned water main as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to excavation, removal of pipes, concrete blocking, or fittings, plugging and capping the main, backfilling and compaction. The-east-ts e��n-,.-.F_n,i-•^,�;.F.r.�.>-w6't ��6, e-L. ` eiv�k�' ufc„ i '� uaci'�s BT ADD the following new paragraph to the end of this section: The unit contract price for „Remove PSE Conduit Baal{"constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the PSE Conduit Bank as described in these specifications, 5 Page 8-7 Section 8-21.3(5) - Sign Relocation REPLACE the first sentence of the first paragraph as follows: T Nr. b ..F 9Ft,.�Pt /-'r CFr....i- 1 F �{., 1�'��"a i�` 1� -C�'fC-�hl� �`J"{�T�"u e e...� "Gt c*vti�1.1�,'�ViT�"r�-��Ti;Ts`v'�&rm The existing stop sign at West C°r otv Street and ist Avenue South must he removed and reset at a rnevI permanent location before completing the project. Page 8-7 - Section 8-21.5 - Payment DELETE this section in its entirety. Page 8-9 - Section 8-28.3 - Construction Requirements ADD the following to the end of this section: Note to Bidders. The intent of the "Pothole Utilities"bid item is for the contractor to verify design compatibility at proposed storm drain utility crossings in order to ensure procurement of appropriately sized catch basin structures. The City s inspector may request additional potholes throughout the duration of construction and this viorlr shall he Paid for under the „Pothole Utilities"bid items, This laid item in no way relieves the Contractor of their responsibility to independently verify existing utilities per general note 15 an street 2. All costs associated vvlth the Contractor's independent verification of existing utilities shall be considered incidental to other contract Laid items. IV - APPENDIX ADD Appendix 5 - Field Notes The attached Appendix .5, titled Field Motes, is a pothole report that provides location and elevation mate regarding some, but not all, of proposed storage drain crossings. V - PLANS REPLACE plan sheet 2, 5, 6, 7, 8, 9 and 11 with the attached. Sheets 2, 5-9, and 11 have been replaced to reflect changes to storm drain profiles, additional notes, introduction of colored utility markings for added clarity, and changes to typical sections. Revisions are identified by either a revision cloud or revision triangle. END OF ADDENDUM No. 2 Chad Bieren, P.E. Date City Engineer Attachments: Proposal pages: 7, 8, 12, 13 Appendix 5 - Field Notes Plan Sheets: 2, 5, 6, 7, 8, 9, 11 6 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT i 1080 4-04.5 Crushed Surfacing Top $ $ KSP .1,100 Course, 5/8 Inch Minus Per TON TONS ($6.00 Min) 4-885 4--9- 4G�Gri�� C 4ae e K +( G&H-rr- -1�4-hi'i'3 1095 5-04.5 500 HMA Class 1/2" or 3/4", PG 64- $ $ KSP TONS 22 Per TON 1145 8-14.5 420 Cement Concrete Sidewalk $ $ KSP SQ YDS Per SY 1200 8-04.5 40 Cement Concrete Extruded $ $ KSP LN FT Curb Per LF 1205 8-04.5 120 Cement Concrete Valley $ $ KSP LN FT Gutter Per LF 1210 8-04.5 17 Cement Concrete Transition $ $ KSP LN FT Curb and Gutter Per LF 1225 7-05.5 5 Adjust Existing Manhole Cover $ $ KSP EACH to Finished Grade Per EA 1230 7-12.5 5 Replace Existing Valve Box $ $ KSP EACH Top Section and Lid Per EA 1245 8-13.5 1 Install New Monument, Case $ $ KSP EACH and Cover to Finished Grade Per EA 15t Ave. Drainage Improvements/Schleicher 7 May 19, 2016 Project Number: 15-3013 SCHEDULE - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1285 8-18.5 6 Mailbox Support, Type 1 $ $ WSDOT EACH Per EA 1315 8-28.5 10 Pothole Utilities $ $ KSP EACH Per EA 1320 8-30.5 1 Project Sign Installation $ $ KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $ 968� $r9B6 WSDOT CALC $2 ,OOO $25,000 Per CALC *Common price to all bidders Sub Total $ 9.5% WA State Sales Tax $ Schedule I Total $ 1"Ave. Drainage Improvements/Schleicher 8 May 18, 2016 Project Number: 15-3013 I SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4215 7-09.5 750 Remove PSE Conduit Baser $ K P LN FT" Per LF Sub Total $ 9.5% WA State Sales Tax $ Schedule IV Total $ I 1"Ave. Drainage Improvements/Schleicher 12 May 25,2016 Project Number: 15-3013 SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 350 Traffic Control Labor $ $ KSP HOURS Per HR 5015 1-10.5 50 Traffic Control Supervisor $ $ KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $ $ KSP LUMP SUM Devices Per LS 5115 8-22.5 1 Permanent Channelization $ $ KSP LUMP SUM Per LF ✓'13J P ry T s Sub Total $ 9.5% WA State Sales Tax $ Schedule V Total $ I"Ave. Drainage Improvements/Schleicher 13 May 26, 2016 I Project Number: 15-3013 FIELD NOTES 1"Ave. Drainage Improvements/Schleicher A - 5 May 25, 2016 Project Number: 15-3013 TEST HOLE DATA SHEET APS`Job 9 - Date: Y- �! 1 P'r'rr Applied Professional C'm f u r'/ Services, Inc. Pothole#: I Overlay Thickness S inches. Utility type: Z ,' j /; (gas,water,etc) Overlay layers: Utility Size: `? inches Utility Material; V C Soll Cond.-5�70 dI Pipe.Direction(circle one)y Top of utility from grade: I 3 inches, N&S Bottom of Utility from grade: 7 5 Inches, SW&NE f SE-&NW Width of Structure if necessary: inches. Additional utilities found in same location: E:&'W N&S SW&NE SE&NW Test hole# Utility Type: Tope Bet. size:_ Ut Material: Overlay Thick: r Utility,Configuration: ,UGC "� `' QUC i70WPC Al Vacuum Crew: t Lead: o h rr Helper: rra don v Notes: 13 a C_ 4 (� Sketch to Include street name(s), North arrow, distance to(3)permanent markers distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address, or side street address in the vicinity should be Included TEST HOLE DATA SHEET AP APS Job# 1/ ( < Date: 5 J; Applied Professional Services, Inc. Pothole#:— Overlay Thickness inches. Utility type:pdej?T (gas,water,etc.) Overlay layers: Utility Size: L^ inches Utility Material: ir�u C Soil Cond;Ik-j n Pipe Direction(circle one) Top of utility from grade:_ inches E&W .F N -S& 7 Bottom of utility from grade: {� 7 Inches, SW&NE SE&NW Width of Structure-if'necessary: inches. Additional utilities found in same.location: E&W !N&S SW &NE SE&NW Test hole# P I A Utility Type:U i (i,)Q J n Top:21•5 Bot:Z i•`1 Size: l .. Ut Material: J {r'�l Overlay7hick:. -- � I Utility Configuration: -'ro0m Ncc I•I i Ip U a71Crs0,v rN ill t uall 1 1 Vacuum Crew: Lead: Rob i 2 i 10 C. Cr• Helper: RfctirttIOr i --� r_ Notes: rveer� ohs' Cc;/C CvC4�f�� down �<,)t- ca l�UC 1 tLd 7 �fK c Sketch to include street name(s); North arrow, distance to(3) permanent markers&distance to fogiine or centerline. Be sure to include a description of each permanent marker Any known building address, or side street address in the vicinity should be included TEST HOLE DATA SHEET APS Job# L1 Date: 5 -5'" r ' prs Applied _ Professional _ a, Services, Inc. Pothole#: P Overlay Thickness inches: Utility type:r '.J e'/ r`+n .x of " (gas,Water.e(c.) Ovsrlay layers: Utility ''A G inches Utility Material: �U ` Soil Cohd:'x/A tyS 43 bar o W �� Pipe Direction(circle:one) Top of utility.frcM grade:— ` _inches. " E&W �J&S) bottom of utility from grade: �� Inches. SW&NE r. r SE&NW Width of Structure if necessary: 9,_. yL—inches. Additional utilities found-.in same location: E&W N & S SW & NE. SE& NW' Test hole# Utility Type: Top:_ Bot: Siie: Ut Material:.. Overlay Thick: i C cJr [cfs S Utility Configuration ',,VGC,`A J(JQrf 1h '4 Vacuum Crew: Lead: Rnk 10 7 Helper: Pacctn�y 1 _ 1 Notes: Could be More CoAdu%f:S Ujvdprnpa �� n 6f00nj Wu$ \y I Cooid j'7of SP-e call of ) i eow ? r^ covdv -fS+ war Ca irk ni cl� efit iNo&t i" G e' etch to include street.name(s), North arrow, distance to(3).permanent markers&distance to fogline:or centerline. ire to include a description of each permanent marker own building address,or side street address in the vicinity should be included I TEST HOLE DATA SKEET APS Job# °f 9 t _L Date: .5 ' .> 16 Applied Professional Services; Inc. Pothole* P 2 Overlay Thickness 4 inches. Utility type: W 1! (I) X 4 (gas,water,etc.) ',.. Overlay layers: Utility SIZE):( ? 6 inches UtilityMaterial: P J C Soil Cond.6airu-PJ � .. fi Szr�Cl1 l Pipe Direction{circle one) Top of utility from grade: -� inches. t E&W L t-1 i N-&S Bottom of utility from grader { inches. r SiW NE SE&N E. Width ofStructure If necessary: inches. Additional utilities found in same location: E&W N&S SW&NE SE&NW Test hole# Utility Types Top: act:_ Size:_ Ut Material: Overlay Thick: Utility Configuration: ,):tt g A) . 3h. 5poF GJQd3 rn I 'tGut-` 4s f'V G ry �cl4t L/J r Vacuum Crew: Lead[ Helper: &w)Jon Notes: �I o C'ct I? .a �t �� Le "i c. °li {P, Sketch to include street name(s);:North arrow, distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address,or side street address in the vicinity should be included TEST HOLE DATA SHEEN' APS Job# LI i i Z Data; .5 1poewr Applied I Professional Services,Inc. Pothole#: P , Et Overlay Thickness. .- inches. Utility type:f© j P f 6 (gas,water;-etca Overlay layers: Utility SizeC3) V inches Utility Material: Soil Cond.5Q.i d ri 6-1,cwt2/ Pipe Direction(circle one) Top of utility from grade: y9 inches. E&W Bottom of utility from grade: 5` inches,. SW&NE SE&-NW Width of Structure if necessary: 3Is .inches. Additional utilities found in same location, E&W �'N.�&6� SW-&NE SE&NW Test hole# P2A ) utuiry rope c�n1 Rncw l Topr37 Bot: 39 " Size: z r Ut Material:S%P / Overlay Thick: 5 Utility Configuration; 1=aC jq,f tc P2AI SQan C K 6 ' PUC _ '��it A i c aw�l r Vacuum Crew: i ,,r'r We4pC t�yJiren ��fY� Lead: Roh o > 7 Helper: I I Notes: s n AWqH /Ti 0 C-e p D lJ •P ( t:0nrr0 f5 v'vde(o e0l7 I i II j Sketch to Include street name(s), North arrow, distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address.onside street address in the vicinity should be included I TEST HOLE DATA SHEET APS Job # 1 2 pate: !Z slf, Applied Professional Services, lnc. .Pothole#: a Overlay Thickness 5 inches. Utility type:pOcj'o C T,,7i (+ 9 6 11 SP y (9as,waler,etch{ Oyeriay layevs: Utility Size: inches Utility Material: R U C. Soil Cond,k,m cF' 25 V j y� inches, u 1, i6 Pipe Direction(circle one) Top of utility from E&W "r r N&$_ Bottom of utility from grade: S `� .inches. SW&NE SE&NW Width of Structure if necessary: Inches. Additional utilities found in same location: E&W N &S SW&NE SE &NW Test hole# Utility Type: Top.:_ Bot. Size; Ut Material: Overlay Thick: Utility Conflguratlon: • -70 c 'J ,Ajj f 1� A (,-LLxG' P0C Ton Vacuum Crew: 7 Lead: poco,>r Helper: (9ta'joh 16 •, Notes: _ I Z ' rr c Quid not 5o'o ati 0,17 P. v' C 0 0 Coned;{� o M ,'�ni,-f 62 Md!'? U'VdZenPcjft+ . Could not 5"1 � G ' Loor L, ite (2) ;c 4 bot not Scary c tp. i/ C (0Ad4s are r�asi L;kce)y 0NdaMr'qk b Coulee 110i J-e/"rol'o -e b0N01-1 L'dd:65 c OP PVC Canr1UJ/ 5 ix 62 a Sketch to include street name(s), North arrow, distance to(3) permanent markers&distance to fogline or centerline. Be sure to Include a description of each permanent marker Any known building address;or side street address in the vicinity should be Included TEST HOLE DATA SHEET APSJob# cf111 LDate; fn Applied Professional Services, Inc, Pothole#: d `1 Overlay,Thickness inches. Utility type: 7G ! f (gaswatee atc.) Overlay layers: Utility Size:Iq X c, inches Utility Material: PU C Soil Cond.6/(IL)-// - _ 5 o tt Pipe Direction lcircle one) Top of utility from grade: ? ,inches. ,^yG'C > ' E&W T.. 3 9 Bottom of utility from grade:. 6'1 7 inches. SW&NE SE&NW Width of Structure K necessary: inches. Additional utilities found in same location: E&W N&S SW & NE SE&NW '.. Test hole# )>q A Utility Type:__&A.5 Top: 3Lsot: V size: d Ut Material: - r Overlay Thick: Utility Configuration: }' ;,j or to pt 5a ,\ C3)x4` Snei (4 ? t6 {ia y vj Vacuum Crew: Lead: �� C' r*' rpt j Helper; tango z Vl Notes: ) C Ou p . . COr1 ca'UifS. fJAjJpe n.PC!'(•�1 a OAJIy St'v�17 fiPJ 3•(r r ." LEI 1 X 6 r, PVC n I i cotj(C/ riof LoNclu"t5 . toy 5 or "jPt by �� b,o +rr? Sketch to include street name(s), North arrow, distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address,or side street address in the vicinity should be included i TEST HOLE DATA SHEET j APS Job# `l l l 4 Date: 16 Im - 45 Applied Professional }, services, Inc. Pothole#: CT Overlay Thickness 3 inches. Utility type: A.5 (gas,water,etc.) !, Overlay layers: Utility Size: 6 inches Utility Material: 5 r,' Soil Cond.:'sr-id Pipe bisection(circle one). Top of utility from grade:.._ S . Inches. E&&'W., , Pa.. r t 'N tL S,1 Bottom of utility from grade: 5 ' inches. SW&N E SE&NW Width of Structure it necessary: inches. Additional utilities found in same location:: $&W N &'S SW&NE SE& NW Test hole# Utility Type: Top: Bot Size:_ Ut Material: Overlay Thick: Utility Configuration:. or 1,1 ' nr � a JT tj � y,)CA �< ) Vacuum Crew: � I Lead: Helper: c� n�jo i Notes: I— V ��gfn Sketch to include street name(s), North arrow,distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address,or side street address in the vicinity should be included TEST HOLE DATA SHEET APS APS Job# ra P Date:5 rf if Applied Professional, Services, Inc. Pothole#: (� Overlay Thickness inches,. Utility type: 6115 (gas,water,etc.) Overlay layers: Utility Size: t� inches Utility Material'.• Soil Cond..56' Ott/ !�NI + &iI M Pipe Direction(circle one) Top of'utility:from grade:. ��t` Inches-. E&W _ tN Bottom of utility from grade: �� 5 inches. SW&NE SE&NW Width of Structure if necessary: inches. Additional utilities found in same location: E &W N&S SW &NE SE&NW Test hole# Utility Type:. . Top: Bet_ Siie: Ut Material: Overlay Thick: Utility Configuration: L �I V ParY. Vacuum Crew: ti C U Lead: [Rob w ' ee IDS Helper: ()rc�ndorti >t Notes: N n PUg S (poles fo ( c1S /Yl c i 1 - Gras JJ no4 69cai-0 vpc yl Qne CQa C ( acul�s ti i ra Ca> IF S r + uA(vL 7 r6 (SFr , Ltt�� l I) Sketch to include street name(s), North arrow, distance to(3)permanent markers&distance to fogline or centerline. Be sure to Include a description of each permanent marker Any known building address, or side street address in the vicinity should be included 4 TEST HOLE DATA SHEET` APS Job# Date:,S—- .3 /6 i Applied Professional Services, file. Pothole# i. J Overlay Thickness inches. Utility type: (SJ (gas,water,etc.) Overlay layers: Utility Size: inches Utility Material: Soil Cond. Pipe Direction one) Top.of utility from grade: l inches. E f r i�Y L� inches. � ... ....�. N&S Bottom of utility from grade f SW&NE ,_. SE&NW Width of Structure If necessary: Inches. Additional utilities found in same location: E &W N&S SW &NE SE&NW Test hole# Utility Type: Top: Bot:_ Size!_ Ut Material: Overlay Thick: Utility Configuration:'. ,}p e,N U 45f W'r S.> t4 -q0{ U' ) A �l qrt Q !- ` c6 S t,Na N . Vacuum Crew: )p (f Z'J wrrleC Lead: o Ir Lu—e a) HBiper: E)(arl r,r, �C 5r Notes: u� bnlf �a A`n L.; `i G Sketch to Include street name(s), North arrow,distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address;or side street address in the vicinity should be included f TEST HOLE DATA SHEET li, "P"s APS Job# `{ t i Z Date:_ 5 hs " Applied Professional i 6 " i f.al 7 Services, Ind, Pothole##: &q Overlay Thickness 7 inches. Utilitytype: (-, A(; (gasmafer,etc.) Overlay layers: Utility Size inches Utility Material: Soil,Cond.S7r7el G'/v�vY,l Pipe Direction(circle one) Top of utility from:grade: J Inches. E&W N&.S Bottom of utility from grade: !v, A _inches, SW&NE SE&.NW Width of Structure if necessary:. T/° '� inches. Additional utilities found in same location: E&W (1(!&�,.$ SW&NE SE&NW Test hole# &14 A Utility Type:-a 5 Top: a Bot:: LI I Size: Ut Material: P Overlay Thick: Utility Configuration: }LRC,`,J' Sri i f -il® �+ Vacuum Crew: — Lead: Rob Helper: to cr k) ST �h Notes: 2 6 '3 Nd Aof r t1 cl P6 !+, . Go-3 ip:Pe , h � '�tUcD cioNA +0 S-9 ' depill'> �w�t bjl Coold rlo { yel pass _ c could b'iT rt Sketch to include street name(s),North'arrow;distance to(3)permanent markers&distance to fogline or cemterllne. Be sure to include a description of each permanent:marker ' Any known building address, or side street address inthe vicinity should be included TEST HOLE DATA SHEET AAPS APS Job# W I ! Z Date:-`j " S / Apl51ie21 _/);r� AOi ��`nCf l>', p Professional f 6 " c- Services,Inc. Pothole#1 & , Overlay Thickness $ inches. Utility type: 6A5 (9as,water,eta) Overlay layers: Utility Size: inches Utility Material: Soil Cond. SaAJ`J t c Pipe Direction(circle one) Top of utility from grader inches, E'&W nt N&S Bottom:of utilify from grade: .inches.. SW&NE SE&NW Width of Structure if necessary, inches:- Additional utilities found in same location: E&W N'& S SW& NE SE&NW Testhole# (sSA Utility Type:.atiMl Top: Bot:�, Size: AJA Ut Material:C•a,urf Overlay Thick:: 5 Utility.Configuration; qo coNcr e tp � ', it 6SA t)tv K A 6 w r\ Vacuum crew: Lead: RUB w c2oGl ST Helper. f3ranWn y� 0 Notes: AT go " dfep rai ',ilo Ck Ftol Covcrelr' Ca� Gas IAA-jil l b� ✓Ne/r'rn a h 8 °�. bju n01 sure b�ccrus 3�a ' W.? Could (101 u)�e.l ) ra�tnd C0A)Crel� ct f Or) e Cel 6 6 toC0le5,p � n Sketch to include street name(s), North arrow;distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address,or side street address In the vicinity should be included TEST HOLE DATA SHEET AIPS APS Job# y 1 1 L DaW Cf Applied ['rofessional Services, Ine. Pothole#:C /-� Overlay Thickness inches. Utility type: (gae,water,etc.). Overlay Mayers: { Utility Size: inches Utility Material: (;pwr + e}r Gai Soil Cond.( rfiu d Pipe Direction(circle one) Top of utility from grade: inches, E&W —` N&S Bottom of utility from gra'de:. iV inches; SW&NE SE&NW Width of Structure if necessary: '.Inches,. Additional utilities found 16 same location: E&W N &S SW & NE SE&NW Test hole# Utility Type: Top:_ Sol: Size:. Ut Material: Overlay Thick: Utility Configuration: !� 7 Al Vacuum Crew: u Sfa.ul Lead: R0-b 3 Helper: P)1,4 �c Notes: s �'' rW cl rcl na } F rn w CAD !(,7U()Cf N'd 04j C ory Off J p Cct� Q) r: F Sketch to include'streetname(s),North arrow, distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address, or side street address in the vicinity should be included" TEST HOLE DATA SHEET APS Job P. 11 Z Date: 7 5 'G E,ws M Ey Yf Applied Pmressional Services, Inc. ,Pothole#: &'j Overlay Thickness inches. Utility type:C-A5 (gas,wate4 Overlay layers:layers: Utility Size: 2 Inches Utility Material: 1 ! Soil Cond-5on c' ' t Pipe Direction(circle one) Top of utility from grade:. 10 f inches. ! E&..W ' &KID Bottom-of:utiilty from grade:t _7 L .Inches. 1. f SW&NE SE&NW Width of Structure if necessary: inches. Additional utilities found in same location: E'&W N&S SW&NE SE&'NW Test hole# Utility Type: Top:_ BoC Size: UPMatenal: p Overlay Thick: Utility Configuration: fYOG ,N • No, _ih 11 A O 2_'' Vacuum Crew: c Lead: lob m en n Helper: (3can8on f J Notes'. Jd g'y' 1 q, G I � I ,11 6 2 Sketch to include street name(s), North arrow, distance to(3)permanent markers&distance to fogline or centerline. Be,sure to include a description of each permanent marker Any known building address, or side street address in the vicinity should be included I TEST HOLE DATA SHEET APS Job# Date; Srv' t G Applied Professional _-- Services, Inc. Pothole#i C _ Overlay Thickness "` inches. Utility type:G/1 (gasmater,etc.) Overlay layers: Utility Size: inches Utility Material; ,5 ` Soil Cond.Sun r F �rtc7✓.rl I t. Pipe Direction(circle one) Top of utility from grade: 3 5 inches.. lG 'k E&W ._.-.-._...._. �_ Bottom of utility from grade: _3-5, �r- inches. SW&NE i SE&NW Width of Structure if necessary: inches. Additional'utilities found in same location: E&W N-&S SW&NE SE-&NW Test hole# Utility Type: top;_. Bot; Size: Ut Material: Overlay Thick: Utility Configuration; ,FUc,'q pd,,,, -k � t a'1V J V \J Vacuum Crew: Lead: doh u Helper: r0canttor% Notes: ¢ u`Y3 Q r Q C Sketch to Include street name(s), North arrow;distance to(3) permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address, or side street address in the vicinity should be included AM TEST HOLE DATA SHEET qPS Job# tJ f E Date:_y '4 • /,6 Ps Applied Proressional '.. Services, fro. Pothole#: ( � Overlay Thickness. inches: Utility type: 6:�' (gas,waten etc. Overlay layers: Utility Size: E inches Utility Material: 5 ra 1 Soil Cond. o ', itt / _:m ..�..» ._. . -, Pipe Direction(circle one) Top of utility from grade: fir') Inches. f AP Bottom of utility from grade: .inches. ,._ SW&NE i SE&NW Width of Structure if necessary: inches, .. Additional utilities found In same location: E&W N&S SW&:NE'. SE&NW Test hole# Utility Type: Tap:_ Dot: - Sizet UtMaterial: Overlay Thick: Utility Configuration: "C'wC,'n Ivor, ¢t-, ,NI PT' „ V7Uy 'tla = HY LA � Vacuum Crew: sfrJzF 17 w rv1an6>r/ .. Lead: Helper: iCa Uc(' L G•h S Notes:. Ja ,? H I i ;r5 - ' I Mct>ti h6/r� � Sketch to include street name(s), North arrow,distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address; or side street address in the vicinity should be included TEST HOLE DATA SHEET APS Job# "f i r Z Date:fi e �d 6s i '111�P":i Applied Professional Services,Inc. PotholeM (> /V Overlay Thickness 6 inches. Utility type:G BLS' (g83',Water,etc:) Overlay layers: Utility Size: i i inches Utility Material: 5 11-, Soil Cond. 'rya t4 4— �f Pipe Direction(cirole one); Top of utilityfrom.grade: .1 ''I inches. E&W Ki 11&S) Bottom of utility from grade: inches. SW&NE SE&NW Width of Structure if necessary:. inches. Additional utilities found in same locatlon: E&W N&S SW&NE SE&N W Test hole# Utility Type: Top: Bot: Size: Ut Material: Overlay Thick: Utility.Configuration: fl tt i AP T N tt l 01 I „^ranAyl a C I� Vacuum Crew: Lead: 9 Melper: (fir±K)0rR \t' Notes:, z \ b,' r ±n y IJ ti �f Sketch to include street name(s),North arrow, distance to(3) permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address, or side street address in the vicinity snould be included TEST HOLE DATA SHEET APS Job# (t I I .z Date: S t pv *s t Applied Professional Services; tile. Pothole#`, (x 9 Overlay Thickness inches. Utility type: 6,A.3 (gesmaler,etc.) Overlay layers: Utility Size: ., inches Utility Material: °J Soil Cond.Scr t d F Ofcav >l i Pipe-Direction(circle one) Top of utility from grader inches. E.&W a Bottom of utility from grade: .7 i inches. SW&NE ° SE&NW Width of Structure if necessary: Inches: Additional utilities found In same location: E&W N& S SW &NE SE & NW Test hole# Utility Type, Top:_ Bot .Size:_ Ut Material: Overlay Thick'. Utility Configuration: ,rcAc,,.,j .Nat}v1 A/ II Vacuum Crew: l� r- Lead-' �D 1 Helper: tn iD \ Kra -4 l Notes: IQI t Z i G n PO L't tr• j a�dtcsa I Sketch to include streetname(s), North arrow,distance to(3)permanent markers&distance to fogline or centerline. Be sure to include a description of each permanent marker Any known building address, or side street address in the vicinity should be included' U v \17 p V1 M1Y I'70 _ y z � : � "a � � 2 � � ro p� ( r� f � ! t � C� �✓; w 5 � _ � a v u �- nil a G � � Q. � •uj �, r= ��; � 4 � 1--:. v, - _ S `°' 1\) rJ k :t y ♦ � � Y`A X.Y ` X X ram,�. J-N Jr vi .Q) CS Ua q- - 4 Vl Y - - I z YSZp� G}wZU2 J P���3 nu 6We-,= '>;: N.N F a wgaa°i: U V `o§r s.3o ..Z Mfil U Sywg`. 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HE IE � I I_I ate+ I o� � N I 42-$ a I G w I n s G 00 I v, N L r 81 _ q, R� I w o 0 0 v I N a W I r I I I " I E o u W �� II 5 my PuZQQ Go I C I x It a hx Hm "s F o w N ¢ wp "7 � G x Pd[Y2 810+K 4 ^P WiL9-W+o:Vls 3111Wd aNtl NVitl NRtlO WtlI5I5 Y.9tl�m CIOC-91 W t we W e e4w0 e�tl ie�e�oey{ 1 fiery o y .g m a g 012 sw o� �o �a w� a $ Yn I r, — m W N Lirn - on W 5 0 N + ^a w n aE n LL n a I I o I I n a mYe� I n n a n L—I _ g we uz em� s .vsnuwu rxun xveo wxo�s eo ciocsi v m w, I o My m c�ac-r�i i o,l•�a , . : IN , \ \ \ } \ \ \ ) > /LJ ( � )� ® � \ \ � § ) \ i I` ] � \ A \\ ` \ , \ § \ \ a e U �l \\ , 7 : , :§ K r r �\ . — —— —— TTj——— _,I, E,I Eli \� ) � Tab 1 Bidder'sPackage Tab 2 Payment and Performance Bond and Contract Tab Table of Conten ts Tab Kent Special Provisions Tab 5 Kent Standard Plans Tab 6 WSDOT Standard Plans Tab 7 Traffic Control Plans Tab 8 Prevailing Wage Rates I CITY OF K ENT KING COUNTY, WASHINGTO KF T SPECIAL PROVISIONS FOR i s Drainage15t Avenue South Storm Project m Number: i i BIDS ACCEPTED UNTIL May 24, 2016 11 A.M. ID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S„ Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR w37912 W A S H I N G T O N e ©� `STEn ��� /I� �5�0�1Al,��� � i BIDDER'S NAME CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Ist Avenue South Storm Drainage Improvements Project Number: 15-3013 BIDS ACCEPTED UNTIL May 24, 2016 11 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY 3. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KENT W A 5 H I N O T O N ORDER OF CONTENTS i Invitation to Bid Contractor Compliance Statement i Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans WSDOT Standard Plans Traffic Control Plans 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 24, 2016 up to 11 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 11 a.m, for the City of Kent project named as follows: 1st Avenue South Storm Drainage Improvements Project Number. 15-3013 The project consists of installing approximately 1,500 LF of storm sewer pipe and catch basins, and removal and replacement of sidewalk affected by storm drain installation. The project also includes saw cut, removal and replacement of asphalt pavement and base on the southbound lane of 1" Avenue South within the project limits. Trench installation of storm sewer along Ise Avenue South, south of Willis Street, and a short distance on West Crow Street will be required to complete the project. Additionally, minimal quantities of cement concrete vertical curb and gutter are included in this project. The Engineer's estimated range for this project is approximately $550,000-$600,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Richard Schleicher at 253-856- 5525. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50 for each set. Plans and specifications can also be downloaded at no charge at KentVUA.govIRr_o_curement. 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. Dated this 5`" day of May, 2016. � f if f 9 ) BYj_ sr� N F', i act rr i` �J✓ — Ronald F. M16ore, Pfy Clerk Published in Daily Journal of Commerce on May 10 and 17, 2016 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named Vt Avenue South Storm Drainage Improvements Project Number: 15-3013 I am the undersigned bidder or prospective contractor. I represent that - 9 E (�-IF A ,,-`:: 1. I _'have, — -- tfave 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. t � NAME OF BIDDER 11 BY: i._ - SIGNATURE/ ' LE d e d f J ADDRESS (Note,to Bidders: The information required in this Compliance Statement is informational only) I"Ave. Drainage Improvements/Schleicher 1 May 5, 2016 Project Number: 15-3013 I DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to f Ifill the five requirements referenced above. By; . . For: ii; ._y� ' 3 � Title: Dater ° 1"Ave. Drainage Improvements/Schleicher 2 May 5, 2016 Project Number: 15-3013 I 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: i 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. 1"Ave. Drainage Improvements/Schleicher 3 May 5, 2016 Project Number: 15-3013 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 r Company, hereby acknowledge and declare that the before- mentioned company was the prime contract for the contract known as 1st Avenue South Storm Drainage Improvements/Project Number: 15-3013 that was entered into on the (Date) mat t r€xa between the firm I represent and the City of Kent. I 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: 404z:- (rm. Title: ®/ sa;= � xtG tt e Date: i 1"Ave. Drainage Improvements/Schleicher 4 May 5, 2016 '.. Project Number: 15-3013 i PROPOSAL To the City Clerk City Hall Kent, Washington 98032 9 Y The undersigned hereby certifies that 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 I" Avenue South Storm Drainage Improvements/Project Number: 15-3013 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. 1"Ave. Drainage Improvements/Schleicher 5 May 5, 2016 Project Number; 15-3013 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ggjo1 D.50 $ WSDOT LUMP SUM Per LS L4L!a o '- c) 1010 2-02.5 1,934 Remove Existing Asphalt $ it. 00 $ 2,%b'2. -4- 00 KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 420 Remove Cement Concrete $ i G- oc> $ (', S VC)• coo KSP SQ YDS Sidewalk Per SY 1030 2-02.5 40 Remove Cement Concrete $ $r $ 32-0• 00 KSP LN FT Extruded Curb Per LF 1035 2-02.5 it Remove Cement Concrete $ is. CSC $ P(05. 60 KSP LN FT Curb and Gutter Per LF 1045 8-21.5 1 Removal of Traffic Signs $ kP900- 00 $ 4 �Ly. -66 F KSP LUMP SUM Per LS I 1050 2-02.5 1,700 Saw Cut Existing Asphalt $ '4. 00 $ 00 KSP LN FT Concrete Pavement Per LF 1055 2-02.5 50 Saw Cut Existing Cement $9 -DD $ L1 0.66 KSP LN FT Concrete Per LF 1060 2-03.5 475 Roadway Excavation Incl. $L42 • 00 $ iq 99 0, WSDOT CU YDS Haul Per CY 1070 2-12.5 65 Geotextile Fabric, Woven $ .t51, $ U5. o KSP SQ YDS Per SY 1"Ave. Drainage Improvements/Schleicher 6 May 5, 2016 Project Number: 15-3013 I SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1080 4-04.5 4-M Crushed Surfacing Top $ 2=6a.e 0 $ Z `�)6 ?, 6tt KSP 1,100 Course, 5/8 Inch Minus Per TON TONS ($6.00 Min) i085 4��()�4ry.S 8 T4T8^^nn''� $ $ 1095 5-04.5 500 HMA Class 1/2" or 3/4", PG 64- $ 10%.00 $ �;q, 000• 00 KSP TONS 22 Per TON 1145 8-14.5 420 Cement Concrete Sidewalk $ 6 Jo $ ��;��- ob , KSP SQ YDS Per SY 1200 8-04.5 40 Cement Concrete Extruded $ gp_00 $ g,q KSP LN FT Curb Per LF 1205 8-04.5 120 Cement Concrete Valley $ E10.r>0 $ 44 fJ 7 u KSP LN FT Gutter Per LF i 1210 8-04.5 17 Cement Concrete Transition $ $ /06gm a KSP LN FT Curb and Gutter Per LF 1225 7-05.5 5 Adjust Existing Manhole Cover $(oW. =C $ KSP EACH to Finished Grade Per EA 1230 7-12.5 5 Replace Existing Valve Box $6 115. 00 $ . t)o KSP EACH Top Section and Lid Per EA 1245 8-13.5 1 Install New Monument, Case $ 50 0D $ (, a fiS KSP EACH and Cover to Finished Grade Per EA 1 Ave. Drainage Improvements/Schleicher 7 May 19, 2016 Project Number: 15-3013 SCHEDULEI - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT I 1285 8-18.5 6 Mailbox Support, Type 1 $ 5 1m'.V* $ Co.6-) WSDOT EACH Per EA 1315 8 28.5 10 Pothole Utilities $� ,,�•�� $ �, 5c%r�. ��% KSP EACH Per EA 1320 8-30.5 1 Project Sign Installation $i6w,0D $ "- ,0cs KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $ BBB-* $rr,98Q WSDOT CALC $25,000 $25,000 Per CALC *Common price to all bidders Sub Total $ 2 ou 9.5% WA State Sales Tax $_ 2 , (��{�, ( 9 Schedule I Total $ ` ` $ _ I"Ave. Drainage Improvements/Schleicher 8 May 18, 2016 Project Number: 15-3013 i SCHEDULE II - WATER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 2080 7-14.5 2 Hydrant Assembly $tv, CM, 00 $ S ,00D. KSP EACH Per EA 2245 7-15.5 6 Relocating Water Meter $ 5Co. oo $ -to KSP EACH Assembly Per EA 2248 7-15.5 2 Replace Existing Water $ l,� 5b•OD $ S, 300• 0 KSP EACH Service Per EA 2250 7-09.5 50 Remove Existing Abandoned $ 6u.00 $ KSP LN FT Water Main Per LF 2255 7-08.5 3 Controlled Density Fill $ CiDo•t>D $ i a GGZ 00 KSP CU YD Per CY Sub Total $_ I• %'• Oo . 60 9.5% WA State Sales Tax $ Schedule II Total $ 1"Ave. Drainage Improvements/Schleicher 9 May 5, 2016 Project Number: 15-3013 SCHEDULE III - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 3000 7-18.5 160 Ductile Iron Sewer Pipe, $ (Pr'• C* $ g C), VCz KSP LN FT 6 Inch Diameter Class 52 Per LF Unlined 3105 7-05.5 1 Remove Existing Drywell $ C $ '' .0-0 KSP EACH Per EA 3115 2-09.5 500 Shoring or Extra Excavation, $ V. 60 $ WSDOT SQ FT Class B Per SF Sub Total $ 12—&)015. 00 9.5 % WA State Sales Tax $ !. ILfb. 48 Schedule III Total $ 1"Ave. Drainage Improvements/Schleicher 10 May 5, 2016 Project Number: 15-3013 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO, QUANTITY PRICE AMOUNT 4015 7-04.5 430 Storm Sewer Pipe, $ '5--3-v : $22r -s qqD co KSP LN FT 12 Inch Diameter Per LF 4025 7-04.5 1,150 Storm Sewer Pipe, $ 49.00` $q0) 0 KSP LN FT 18 Inch Diameter Per LF 4080 7-05.5 10 Catch Basin, Type 1 $ 4 i.DE) $ t5, KSP EACH r Per EA 4085 7-05.5 11 Catch Basin, Type 2 $Z,(r�Do�60 $ ,s�zr .oD KSP EACH 48 Inch Diameter Per EA 4115 7-05.5 6 Bolt Down Catch Basin $F3a. Cc, $ 15, 2 50.00 KSP EACH Frame and Grate Per EA 4120 7-05.5 15 Vaned Catch Basin KSP EACH Frame and Grate Per EA 4150 2-09.5 5,100 Shoring or Extra Excavation $6.a0 $ '2,GSO 00 WSDOT SQ FT Class B Per SF 4170 7-08.5 220 Pipe Zone Bedding $ 2-a, go $ i�, i'+O° 6o KSP TONS Per TON 4180 7-08.5 2,765 Fine Aggregate for Trench $ °C'� $ 14 :CIS KSP TONS Backfill Per TON ($2.50 Min) 4210 7-05.5 21 Thermoplastic Storm Drain $ •0'3 $ Fy . KSP EACH Stenciling Per EA I"Ave. Drainage Improvements/Schleicher 11 May 5, 2016 Project Number: 15-3013 f SCHEDULE IV — STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4215 7-09.5 750 Remove PSE Conduit Rank $ KSP L►V FT Per LF Sub Total $ 9.5% WA State Sales Tax $ Schedule IV Total $ 0 , 9 . 1"Ave. Drainage Improvements/Schleicher 12 May 25, 2016 Project Number: 15-3013 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 5005 1-10.5 350 Traffic Control Labor $ -!,bo $ 1-4-, p 650.0,7 KSP HOURS Per HR 5015 1-10.5 50 Traffic Control Supervisor $ --T0, 60 $ :a,E;m-oD KSP HOURS Per HR 5020 1-10.5 1 Temporary Traffic Control $13- $ KSP LUMP SUM Devices Per LS 5115 8-22.5 1 Permanent Channelization 01200,6C) $ G,2-0-0,00 KSP LUMP SUM Per LF 5}35 8 215 sCp i �mntoMP SUM PeFLS Sub Total $ � , J�rh,ob 9.511/o WA State Sales Tax $ y ? Schedule V Total $ 1 e 2;02.. 7 15 I"Ave. Drainage Improvements/Schleicher 13 May 26, 2016 Project Number: 15-3013 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 7010 8-01.5 100 Wattle $ - $ ov WSDOT LN FT Per LF 7015 8-01.5 22 Inlet Protection $ 1aio-bo $ S, ( fists t KSP EACH Per EA 7025 8-01.5 50 Clear Plastic Covering $ l2 0�1 $ p KSP SQ YDS Per SY i 7030 8-01.5 30 ESC Lead $S-51 CQ $ 96 00 KSP HOURS Per HR 7035 8-01.5 45 Street Cleaning $ ti-5•oo $ B $ a. bo WSDOT HOURS Per HR i Sub Total $ 9.5% WA State Sales Tax $ I ✓ , d Schedule VII Total $ ( . (eleo. i"Ave. Drainage Improvements/Schleicher 14 May 5, 2016 Project Number: 15-3013 i �l BID SUMMARY Schedule IJ Schedule IIa, J Z Schedule III Schedule IV LC4 . Schedule V M T 2- (Q 2. , 2- 5 Schedule VII gg TOTAL BID AMOUNT 7LCJ .t � R r I 1"Ave. Drainage Improvements/Schleicher 15 May 5, 2016 Project Number: 15-3013 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: 1s6 Avenue South Storm Drainage Improvements Project Number: 15-3013 Subcontractor Name rB CC Wf- Item Numbers I ( 146tP10 12Gr-,�P/ ( 2IDJ1 Subcontractor Name Item Numbers Subcontractor Name VLP i4 IvV— Item Numbge^/r_s ry r Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE 1"Ave. Drainage Improvements/Schleicher 16 May 5, 2016 Project Number: 15-3013 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: CA a � fqC.- Project Name: 1st Avenue South Storm Drainaoe Imorovements Project Number: 15-3013 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: t 1 � Electrical Subcontractor Name: P, 1 g x t Signature of Bidd Date— i 1"Ave. Drainage Improvements/Schleicher 17 May 5, 2016 Project Number: 15-3013 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. 1't Ave. Drainage Improvements/Schleicher 18 May 5, 2016 Project Number: 15-3013 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath_that the information provided herein is true and sufficiently complete 4aptqmisle Iding.SUBMITTED BY:NAME: 'q !,y o d12 3 a1 _. ADDRESS: t . ' '( { r , �!" r PRINCIPAL OFFICE: s a �,k',, �1� ADDRESS: i PHONE: FAX: 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 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. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1"Ave. Drainage Improvements/Schleicher 19 May 5, 2016 Project Number: 15-3013 i 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? C 2.2 How matey years has your organization been in business under its present business name? )-w 5 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: `je) f 2.3.3 President's name: �}��� 2.3.4 Vice-president's name(s). `ayj: k"14AC 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. M 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4 �(a >1�3 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Wge-4�: Q\Wkftivs,�Caj rft `�O `5cr,\4 5 t ) 4.2 leims anuits. (If t}ie answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? �v i 1"Ave. Drainage Improvements/Schleicher 20 May 5, 2016 Project Number: 15-3013 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? UJ 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? tll�c) 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.) (] 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. C e `ED) 4.4.1 State total worth of work in progress and under contract:$,)&1f5 11 C-rL 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. C, IN " 4.5.1 State average annual amount of construction work performed during the past five years: / ?-4'1c,O 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment.0 S. REFERENCES 5.1 Trade References: (,p.-_ w 4 ) 5.2 Bank References: L '�ti�� 4� ( 1 7�O`� I' @ 5.3 Surety: 5.3.1 Name of bonding company: tifT[�i*+ e-Kf- 4 pw 5.3.2 Name and address of agent: 6. FINANCING �O, P`� V3 ` �373 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. 1"Ave. Drainage Improvements/Schleicher 21 May 5, 2016 Project Number: 15-3013 i 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 M day of t 2016. g � Name of Organization: By: T( . . ' Uiitle: yll b y 7.2 l AA J I E jv 49 , being duly sworn, deposes and says that the information provided in is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this fday of ALAA 2016. Notary Public: , Sonda johnson My Commission Expires: \ ------Notary Public l SkIte Of ftshington V Ave. Drainage Improvements/Schleicher 22 May 5, 2016 Project Number: 15-3013 t Or Expires 11 / P NOKIHWLJt CUA.,UAL)L llVt- iagc i vi Home Espaflol Contact Search L&I A-ZIndex Help My L&I Safety&Health Claims&Insurance Workplace Rights Trades&Licensing , Washington State Department of '.. Labor & Industries NORTHWEST CASCADE INC Owner or Tradesperson PO BOX 73399 PUYALLUP,WASS373-0309. Principals 253.848-2371 - LILIEQUIST,CARL ANDERS.PRESIDENT PIERCE County POTTS,.GREGORY ALLEN,TREASURER HEWES,CAMERON MOSES,DIRECTOR mariani,gory e,DIRECTOR Gorski,Donald Joseph,DIRECTOR ',.. Jones,Harvey Norton,DIRECTOR '. WINGARD,WILLIAM B JR,SECRETARY (End:09116/2013) Diklich,John Marlin,PRESIDENT (End:0912112015) BARGER,STEPHEN Richard,VICE PRESIDENT (End:09/21/2015) PERRY,MARK Roger,SECRETARY (End:100712015) Doing business as NORTHWEST CASCADE INC WAUBI No. Business type 278 049 149 Corporation Governing persons MARK R PERRY STEVE R BARGER; WILLIAM BERGER JR WINGARD: License Verify the contractor's active registration I license I cer88cation(depending on trade)and any past violations. Constntetion Contractor Active. . Meets current requirements. License specialties GENERAL License no. NORTHCI148BG Effective—expiration 0110711988—10/0112017 Bond Fidelity&Deposit Cc of MD 872,000.00 Bond account no. 09094648 Received by L&I Effective date 0911712012 10,41V2012 https:Hsectire.Ini,wa.gov/verify/Detail.aspx?UBI=278049149&LIC=NORTBCI148BG&SAW= 4/11/2016 I arv<�aia rr i.ua �a aar�.aauu uar,. I2L�OL Ulf Expiration date Until Canceled Bend history insurance Zurich American Ins Co $1,000.000.00 Policy no. GLA-0136424.01 Received by L&t Effective date 09130l2015 10/0112016 Expiration date 10101/2016 Insurance history Savings No savings accounts during the previous 6 year period. - Lawsuite against the bond or savings Nol'Swsulfs against a 1.bon or savings accounts during the previous 6 year period. Lai Tax debts ''.. Nii GB1 W debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No feeririe vfol2tlons during the previous B year period. Workers'comp Do you know If the business has employees?if so,verify the business is up-todete on workers,comp premiums. L&I Account ID Account Is currenL 266�081.00. Doing business as NORTHWEST CASCADE INC Estimated workers reported Quarter 4 of Year 2015"Greater than 100 Workers" L&I account representative TO f DALE MCMASTER(360)902.5617-Email:MCMS236@1nl.wa.gov Workplace safety and health Check for any past safety and health violations found on(obsites this business was responsible for. Inspection results date 02112/2016 Under appeal.The results of the inspection are Inspection no. being challenged. 317938863 Date of appeal Location 0 310 2/2 01 8 23502 Rim Road Graham,WA 98338 Inspection results date 0 310 912 0 15 No violations Inspection no. 317936202 Location N.38th St and N.Tyler St Tacoma,WA 98407 Inspection resNts date Under appeal.The results of the inspection are 09/2412014 being challenged. Inspection no. Date of appeal 317424647 02126120% Location Des Moines Memorial Drive Des Moines,WA 98198 bttps://secw'e.Ini.wa.gov/verify/Detail.aspx?UBI-278049149&LIC=NOR'FHC1148BG&SAW= 4/11/2016 i�vnlnvvnai �ria�..yLn u�i, Page 3 of 3 Inspection results date 12/04/2012 No violations Inspection no. 316257876 Location 1.90,East of the Snoqualmia S '... Snoqualmle Pass,WA 98373 W Washington Stale Dept.of Labor&Indwslries.Use of this site is subject to the laws of the shia,of Washington. https://secure.ini,wa.gov/verify/Detail.aspx?UBI=27 8049 1 49&LIC=NORTHCI148BG&SAW= 4/I1/2016 1 NORTHWEST /ASCADE INC . POST OFFICE BOX 73399, PUYALLUP, WASHINGTON 98373 / NORTHC1148BG June 1, 2016 I City of Kent 220 4th Avenue S. Kent, Wa 98032-5895 Re: Project Number: 15-3013 1st Avenue South Storm Drainage Improvements Item: 1.4 I, Greg Potts, CFO for Northwest Cascade, Inc., do hereby state that Northwest Cascade, Inc. is not and have not been disqualified from bidding on any public works contracts under RCW 39.06.010 or 39.12.065 (3) in the past 3 years. I Respectfully Submitted, fir A Greg Potts CFO I www.nwcascade.com TACOMA 253.848.2371 / SEATTLE 206.838.2359 / FAX 253.848.2545 / TOLL FREE 1 .800.562.4442 i o 0 0 o a Q e ° U N N N N d R � � O _ c c c o 0 0 0 0 ° o 0 0 0 0 � ui o o ri m rn v o Q' n o n m m N � c<J U N a o c IL u C QQ MJ C N N U Q U U p A N d N ° t � v c E U d E a` 0 E c c � ci E m dam'• Q U � c a h I m d °' m cn T m a i i � a� 00000 00o a aaa o u�. m o m o m m C r m In m O m m N M O N Q N N 2 m m c 9 '? � .4 °? O ry m N 1'` N N ti N r M cO N N N O a M 19 t00 M �u+y 4? 19 1? ppr N N tM�M W o N fOD i[1 N N (O 0 N h N a M tp N M N N N N N M N N N N 10 U N [U LL. m o fD m x K 0 IL. =5 IL C7 zi (D W �tl O ry 0 0 0 LO N N O (O 0I 0 oq m ' 6� t et}t m 7 n O r rl U Q SO ItO V!d: V � ItO. n V � Qi � 10 M tfi C•I V pmp�� n Oi to e- O) I d � N 7 M M N � N Om0 M N V M tNb I N r r i E 3 m E G g 8 o�F' E E D o o o tf6- t° DF w O � H h 8 � dc o F6 m o o `o 10 `o `o m `o o t o a c3U � o � oUU � .o bU z 'a L � w Ys (L a m E j w � a a o a ',.. 0. a U Ei aai Y3 D `� K 2 p c V w c a m m To w ,a`; E w 8 ID ?y � [0 N O W O N U) LL J Q, I N N M g LU t(r) Key Personnel Experience and Qualifications Name and Title: Clint Myers,Construction Manager Education: B,SJ 2005/Construction Management/Central Washington University Summary of Experience and Qualifications Mr.Myers has over 17 years of experience in the Construction Industry.During his I t year career with Northwest Cascade,Inc.,Mr.Myers has participated as a Project Manager on many large utility/road building projects. He has been responsible for projects ranging in value firm$10,000 to$10,000.00i. Mr.Myers has managed projects throughout Western Washington including water system improvements,storm drainage facilities,gravity and force main sanitary sewer installation and roadway improvements. Name and Title: Michael Kivley,General Superintendent Summary of Experience and Qualifications Mr.Kivley,has over 30 years experience in the construction Indiusty. During the 6 years with Northwest Cascade, Inc.,Mr.Kivley has participated as a Superintendent on numerous large utility/road building projects. He was involved with projects ranging in value from approximately$100,000 to$10,000,000+. Mr.Kivley has supervised projects throughout Washington state including capital improvement projects,water system improvements,storm drainage facilities,gravity and force main sanitary sewer installation and roadway improvements,and retention systems. Name and Title; Chris Quesenbury,Project Manager Education: B.S./2002/Construction.Management/Central Washington University Summary of Experience and Qualifications During his 13 year career with Northwest Cascade,Inc.,Mr.Quesenbury has participated as a Project Manager on many large utility projects. He has been responsible for projects ranging in value from$1,000 to$2,300,000. Mr. '.. Quesenbury has managed projects throughout Western Washington including water system improvements, storm drainage facilities,gravity and force main sanitary sewer installation,sewer pretreatment systems,septic system installation(s),and roadway improvements. Name and Title: Robert N.Albornoz,Jr. P.E. Education: B.S./1997/Civil Engineering,University of Washington Active Registration: I. 2005/P.E./Washington/41769 2. 2006/P.E./Virginia/41717 3. 2006/P.E./Maryland/32971 4. 2007/P.E./Georgia/31795 5. 2007/P.E,/North Carolina/32818 6. 2007/P.E./Idaho/13027 Summary of Experience and Qualifications During his 14 year professional career in wastewater engineering, Mr. Albomoz has participated as a project engineer, estimator, technical drawings manager and/or technician on a variety of onsite wastewater treatment designs relating to residential, small community and/or commercial applications, He has been responsible for design/build projects ranging in value from $25,000 to $3,000,000. Mr. Albomoz has designed or been directly involved with specialty wastewater treatment projects across the United States including S.T.E.P.collection,gravity sewer collection, Nibbler pretreatment systems, Bioclere treatment systems, decentralized sewer treatment applications, detention ponds,UV disinfection,recirculation gravel filters, mound systems and dispersal techniques such as spray irrigation,drywells/seepage pits,pressure distribution and drip disposal. Key Personnel Experience and Qualifications—Page 2 Name and Title: Micah Thompson,Project Manager/Estimator Education: B.S./2014/Business Administration/Central Washington University Summary of Experience and Qualifications Mr.Thompson has over 9 years of experience in the Construction industry.During his 2 year career with Northwest Cascade,Inc„Mr.Thompson has participated as an Assistant Project Manager on several utility/road building projects.He has been involved with projects ranging in value from approximately$50,000 to$4,300,000 Mr. Thompson has assisted in managing projects including water system improvements,storm drainage facilities, gravity and force main sanitary sewer installation,and roadway improvements. Name and Title: daramy Hotchkiss/Project Manager/Estimator Summary of experience and Qualifications Mr.Hotchkiss joined Northwest Cascade in 2015 bringing with him nearly 20 years of construction experience with a focus on heavy civil construction projects,building projects throughout Washington State as well as Oregon and Louisiana.projects range from a 10,000 to over $40,000,000 with tight time tables,high risk or emergency elements.Every project has been tackled head on with a can do attitude and with the best interest of the client and '.. general public in mind. m g =" � SSSS88Q8Q80888s080gQQ08p8p0 Q0 pp0SSS88S888SSSS o �O O lD [J N p m o OO 0 W W N 9 C4 .6 N 4 N m N m O m m r m N 0 0 Q a Q m IY v z a 0 p } a W O ❑ q o OW m QWQw K w z° w w n o m X x m m y �. m N Z MMV CI S O S w_ ^ 1 N. p uhutt �mv N N tO d M O m O 4 °Q' 4 0 0 0 QQ�j v m o ❑ m m 9 o n r U ¢ V ❑ ❑ r 9 N ❑ (� pR f� m T U ❑ Y J f� LL h m 3 X J n N 0 m r � ❑ tO N Ur LL w 6 � (p w w 7 1p NO, N tOpi �np N X fNC r a Z n LL z m LL qq lNi li uNu,, trn U xh n IL LL. 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W y Yq y T Q Q Q Z W � D ❑ ❑ w 3 3 o E za UI 5 • ❑Q ca� m ° ° J7 °Q aQ tlQ Q° C o� 4 pp ( Q J J Q ❑ n ] x❑ m Q ¢ Q m 3 3 m s T N N N �- N N N N tt44 N N N N ry N It W w w W K ❑W J J O O h- a4 O O 0 , ¢G ❑ x0 ❑ ❑ z 6 p Q t ❑ 0 a N x 1- to N yyW t- [[ggV[[ ❑ m CnK F W �. p o w w 6• U, Z3U w a' fL p K G1 0] W W 6t �j d' J'(� ¢I Q Q ❑2 J LL �' F F' Q w W m m W (W7 -� W U 4 m U U q� Q Q Q Q> n N N O �pjfx f0� Q � W Q ¢ Q uJl W v Q s O X W K fG c Y U V S) W m W K W O Z �Ny w ❑ Z y -� ❑ Q U ¢ �` F- m (ai 6 ¢ O 3 .3 m FQ- X. w 6 w N > g Ww vyi F¢- voi m n 0ppf-" � �' t'- F'- � � � X 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 forty five (45) 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: . � 7 kl )� NC (h N €, Bi ER_- �_� Si re of Aut of zed Representative (Print Name and Title) Address 1"Ave. Drainage Improvements/Schleicher 23 May 5, 2016 , Project Number: 15-3013 !i BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Northwest Cascade, Inc. as Principal, and Fidelity and Deposit Company of Maryland , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of rive Percent Ieti of aid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 1" Avenue South Storm Drainage Improvements/Project Number: 15-3013 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 24th DAY OF May 2016. No eat a e.mdn � I PRINCI—PAL Fidelity and Depo 7 Company of Maryland if SURETY Karen C. Swanson, Attorne -jn MsE,t Ca� Received return of deposit in the sum of $ 1i0 Ave. Drainage Improvements/Schleicher 24 May 5, 2016 Project Number: 15-3013 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:'That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by GERALD F.HALEY,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Karen C. SWANSON, Jennifer L. SNYDER, Julie R. TRUITT, Jamie DIEMER, Carley ESPIRITU, Christopher KINYON,Brent E.HEILESEN and Peter J.COMFORT,all of Tacoma, Washington, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 24th day of September,A.D.2015. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND ccr ,rrr ''piiNs"�• 86«AL - uw i i ± low 0 CtOQ Ala 1117L Secretary Vice President Michael McKibben Gerald F.Haley State of Maryland County of Baltimore On this 24th day of September,A.D,2015,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,GERALD F. HALEY, Vice President, and MICHAEL MCKTBBEN, Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding heamment,and acknowledged the execution of same,and being by me duly swom, deposeth and saith, that he/she is tire said officer of the Company aforesaid,and that the scads affixed to the preceding instrument are the Corporate Scals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. `,O1�f11Il�b�'4�L _ Y r r Maria D.Adamski,Notary Public My Commission Expires:July 8,2019 POA-F 180-2849B EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attomeys-in-Fact The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attomey-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authorityat any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V, Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the Z.URICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanicallyreproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMO Y WHEREOF,I have hereunto subscribed my time and affixed the corporate seals of the said Companies, this cat II day of _ti.a 20— . 'wy OtlOt�t �L�wsliq"?�yyp0 �+ dsf 'oe86AL u 1888 t�, .... r s t, w . o Thomas O.McClellan,Vice President CITY OF KENT CONFINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 1" Avenue South Storm Drainage Improvements Project Number: 15-3013 NAME OF PROJECT NAME OF BIDDER'S FIRM SIGNATURE-bPIWMR 7 ED REPRESENTATIVE OF BIDDER 1"Ave. Drainage Improvements/Schleicher 25 May 5, 2016 Project Number: 15-3013 RESOLUTION OF CORPORATE AUTHORITY OF NORTHWEST CASCADE,INC. Be it resolved that any of the four persons,CEO/Chairman Mark R,Perry,President Carl Liliequist,Chief Financial Officer/Secretaryfl'Yaasurer Gregory A.Potts,Clinton E Myers,acting singly,shall be and hereby is authorized and empowered,on behalf of Northwest Cascade,Inc.,to execute contracts,letters, authorizations,commitments,proposals and other documents in the normal course of business relating to the following matters; 1. Contracts for work or materials to be famished or supplied by the Corporation, Northwest Cascade,Inc. 2. Collection of amounts due for work or materials of Northwest Cascade,Inc. 3. Filing or release of liens,or claims against bonds or retained percentages,for work or materials famished by Northwest Cascade,Inc. 4, Any and all matters related to any of the above and foregoing, This authority shall remain in effect until revoked by action of the Board of Directors, Dated this I at day of April 2015, So tary/T'rea ure r I certify that this is a true copy of the Resolution dated April 1,2015. AmlCEO / Date i PAYMENT AND PERFORMANCE BOND KEG r TO CITY OF KENT Bond No.09214249 1 . KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Northwest Cascade, Inc. as Principal, and Fidelity and Deposit Company of Maryland a Corporation organized and existing under the laws of the State of Marvland 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 670,991.91 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of 15t Avenue South Storm Drainage Improvements/Project Number: 15-3013 (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. 1" Ave. Drainage Improvements/Schleicher 30 May 5, 2016 Project Number; 15-3013 TWO WITNESSES: Northwest Cascade, Inc. PR I NC I PAL,,(Tnter>yFmgipal s name above) i $ BY: :. . q „ I CJts`t4`1s, w TITLE: s i` T r ,.t,L (.a`" . DATE: � DATE: CORPORATE SEAL: PRINT NAME } DATE: t k' '' Fidelity and Deposit Company of Maryland SURETY CORPORATE SEAL: BY: Y� rt r. a DATE: June 21,2016 TITLE: Karen C. Swanson, Attorney-in-Fact ADDRESS: 800 Fifth Avenue,Suite 3800 w. Seattle, WA98104 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 1"Ave, Drainage Improvements/Schlelcher 31 May 5, 2016 Project Number; 15-3013 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COM PANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by GERALD F.HALEY,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Karen C. SWANSON, Jennifer L. SNYDER, Julie R. TRUITT, Jamie DIEMER, Carley ESPIRITU, Christopher KINYON,Brent E.HEH.ESEN and Peter J.COMFORT,all of Tacoma,Washington, EACH its true and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies,as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this IRE day of April,A.D.2016. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND U KSIR^y 11.�� I °s ease J' h, hyu*M`u, , 'd Secretary Vice President Michael McKibben Gerald F.Haley State of Maryland County of Baltimore On this 13th day of April,A.D.2016,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,GERALD F. HALEY,Vice President,and MICHAEL MCKIBBEN,Secretary, of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and salt],that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument arc the Corporate Seals of said.Companies,and that the said Cnrpnmte Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and dircetion of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. a`,^l� hel ry , t N .v4,: i yy YN�-n„4.]✓ �mi✓i^-SG— ,'`�j���aiii���Fss Maria D.Adamski,Notary Public My Commission Expires:July 8,2019 POA-F 180-2849B I' EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attornevs-in-Fact The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in--fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such aummey-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." _ _ - CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V,Section 8, of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof hearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May,. 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I0th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMO�JY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this1 day of 20/. ,/ `p OftOS� ta`ptY.=�uw'sg Ai �4�� z+ o0 88AL 17P ;a"'j�gs' a� t Michael Bond,Vice President CONTRACT THIS AGREEMENT, is entered '�nto between the CITY OF KENT, a Washington municipal corporation ("City"), and DOt,, z,-= > 3` {' i organized under the laws of the State of r; located and doing business at LA11 {..r ,d, +.a ^ ("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: Sst Avenue South Storm Drainage Improvements/Project Number: 15-3013 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 sixty (60) 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. I't Ave. Drainage Improvements/Schleicher 32 May 26, 2016 Project Number: 15-3013 i I i i 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 competentjurisdiction 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. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. 1"Ave. Drainage Improvements/Schleicher 33 May 5, 2016 Project Number: 15-3013 '.. CITY OF KENT BY: U ET E COOKE, MAYOR TE: �' 7/�, / ATTEST: r t V ,RONALD F. MOORE, CITY CLERK APPRPVED AS TOE FORMS —� KENT LAW DEPARTMEN '`4—' CONTRACTOR ei BY: PRINT NAME TITLE: DATE: i 1"Ave. Drainage Improvements/Schleicher 34 May 5, 2016 Project Number: 15-3013 i I! EXHIBIT INSURANCE REQUIREMENTS CONSTRUCTION E T"S Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1 . Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. 1't Ave. Drainage Improvements/Schleicher 35 May 5, 2016 Project Number: 15-3013 E I EXH I B IT A (Continued) j 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. G. 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. 1-"Ave. Drainage Improvements/Schleicher 36 May 5, 2016 Project Number: 15-3013 EXH 1 B IT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VI1. 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. I f 1 `Ave. Drainage Improvements/Schleicher 37 May 5, 2016 Project Number: 15-3013 ® Client#: 12831 NORTCASCI .4C®R®*. CERTIFICATE OF LIABILITY INSURANCE DATE(Is 00YYYY) 6122I2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject i o 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 ondomement(s). PRODUCER NAME; Kim Kieindl Propel Insurance PHONE j;00499A933 PA 86 676676 7.9326 Tacoma Commercial Insurance E.MA1L NqEapKim,KlDiadi@propelinsurance.com AODRESs _ 1201 Pacific Ave,Suite 1000 INSURERIS)AFFORDING COVERAGE NAIL e_ Tacoma,WA 98402 INSURER A:Zurich-American Insurance Compa 16636 INSURED _-INSURER a:Starr Surplus Lines Insurance C_ 13604 Northwest Cascade Inc. INsuaERc:EvanstonInsurance Company - 35378 DBA: Honey Buckets,Inc.; IDEA FloHawks - _—— PO Box 73399 (INSURER Puyallup,WA 98373 SURER E. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: j 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 CONDITIONOF 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, IN$R — �D-I SUe_r --___. _- POLL y EFP PtlUC�E%P:... ---. _ _LTR TYPE OF INSURANCE _ eyr�T POLICY NUMBER {MrNQ06'YY1'f MMIODI LIMITS A GENERAL LIABILITY X X GLA013642401 ✓ 10/01/2015 IM112011C EACHOCCURRENCE $1000000 I.. X COMMERCIAL GENERAL LIABILITY Dp p1 ip RENTED $300000 _ _ f \', PRsIhFES.(,Ce accunO.Jicej_ CLAIMS-MADE A,OCCUR MED[XP(Any mePerson_ $10,000 X PD Ded:6,000 PERSONAL&ADV INJURY 31,000,000 GENERAL AGGREGATE ;2,000,000 _GEN'LAGGREGATE LIMIT APPI:_IES PER: PRODUCTS-COMP/OP AGG $21000,000 PPP $ __l POUCY X LOC / CMRINGO SItdGLE (MIT A AUTOMOBILE UABIUW X X GLA013642401 010112015 101011201 O A mldenn 1,000000 X ANY AUTO BODILY INJURY(Par peraon) $ALL OWNEDJAUTGS HEDULED BODILY INJURY(Per accident) $ X HRTEOS AUTOS AUTOS N-0WNED PROaPE(tl'Y DAMAGE $ GG-j,_,.cci,cp 1I PD Liab Ded, s$2,500 B UMBRELLA LIAROCCUR X 1000022161 Y` 10/01/2016 101011201 EACH OCCURRENCEX EXCESS LIARCLAIMS-MADE AGGREGATE $5 000 000 OED X RETENTION$O $ A WORKERS COMPENSATION WC013642501 10/01/2016 101011201 X r by ATU.e oTH- AND EMPLOYERS'LIABILITY ANY PR0f&pET&prPARTNERIE%ECUTNE YIN IncI.USL&H& EL.EACH ACCIDENT $1,000,000 OFFICER DUE EXCLUDED? (� NIA (Mandatory In NH) WA Stop Gap E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTIONOFOPERATIONGbelaw E.L.DISEA$E.-PoucYy- MIT s1 000000 C Contractors 15CPLOWE00377 1010112015 101011201E $1,000,000 Limit/Agg Pollution $25,000 Deductible DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,It more space is requiredl '.. RE: 1st Avenue South Storm Drainage Improvement I Project Number: 15.3013 The City of Kent is Primary and Non-Contributory Additional Insured. CERTIFICATE HOLDER CANCELLATION CI of Kent SHOULDANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ty THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 220 4th Avenue South ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE ©1988.2010 ACORD CORPORATION.All rights reserved. '.. ACORD 26(2010/06) 1 of 1 The ACORD name and logo are registered marks of ACORD #S22570731M1885707 MMS00 GLA013642401 Additional Insured —Antofnatic — Owners, Lessees Or ZURICH' Contractors Policy No. Eff. Date of Pal, I Exp. Date of Pol. Eff.Date of End. Producer No. Addl.Prom Return Prem. 10l01l2015 10/0112016 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Northwest cascade Inc, Address(including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II —Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. Such person or organization is an additional insured only with respect to liability for"bodily injury", 'property damage" or"personal and advertising injury"caused, in whole or in part, by: 1. Your acts or omissions;or 2. The acts or omissions of those acting on your behalf, in the performance of your ongoing operations or "your work' as included in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds,the following additional exclusion applies: This insurance does not apply to: "Bodily injury", 'property damage" or"personal and advertising injury"arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders,change orders or drawings and specifications; or b. 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. U-GL-1175-F CW(04113) Page i of 2 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. GLA013642401 C. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: 1. We are notified as soon as practicable of an"occurrence"or offense that may result in a claim; 2. We receive written notice of a claim or"suit"as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. For the purposes of the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b.of the Other Insurance Condition of Section IV—Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same"occurrence", offense, claim or"suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III—Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Paragraph A.of this endorsement; or 2. 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. All other terms and conditions of this policy remain unchanged. U-GL-1175-F CW(04113) - Page 2 of 2 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Waiver Of Subrogation (Blanket) Endorsement ZURICH Policy No, Fit Date of Pol. Exp, Date of Pol, FIT,,Date of End. I Producer AddT Preen Retum Preen. GL 010642401 1901/2015 10101/2010 Propel Insurance THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the'fransfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement,which is executed before a loss,to waive your rights of recovery from oth- ers,we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. I U-GL925-B CW(12101) Page t of t i 1 i i This page has been left blank intentionally, Northwest Cascade Inc. POLICY NUMBER: GLA013642401 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERA AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s); A GENERAL AGGREGATE LIMIT APPLIES TO EACH CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS HOWEVER, A GENERAL AGGREGATE LIMIT DOES NOT APPLY TO ANY CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS THAT ARE INSURED UNDER A WRAP UP OR ANY OTHER CONSOLIDATED OR SIMILAR INSURANCE PROGRAM, Information required to complete this Schedule if not shown above will be shown in the Declarations. A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by damages or under Coverage C for medical "occurrences"under Section I —Coverage A, and expenses shall reduce the Designated for all medical expenses caused by accidents Construction Project General Aggregate Limit under Section I —Coverage C,which can be for that designated construction project Such attributed only to ongoing operations at a single payments shall not reduce the General designated construction project shown in the Aggregate Limit shown in the Declarations nor Schedule above: shall they reduce any other Designated 1. A separato Designated Construction Project Construction Project General Aggregate Limit General Aggregate Limit applies to each for any other designated construction project designated construction project,and that limit shown in the Schedule above. is equal to the amount of the General 4. The limits shown in the Declarations for Each Aggregate Limit shown in the Declarations. Occurrence, Damage To Premises Ranted To 2. The Designated Construction Project General You and Medical Expense continue to apply. Aggregate Limit is the most we will pay for the However, instead of being subject to the sum of all damages under Coverage A,except General Aggregate Limit shown in the damages because of"bodily injury"or Declarations, such limits will be subject to the "property damage"included in the"products- applicable Designated Construction Project completed operations hazard", and for General Aggregate Limit 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". CG 25 03 05 09 Insurance Services Office, Inc., 2008 Page 1 of 2 Northwest Cascade Inc. GLA013642401 B. For all sums which the insured becomes legally C, When coverage for liability arising out of the obligated to pay as damages caused by "products-completed operations hazard"is "occurrences"under Section I-Coverage A,and provided, any payments for damages because of for all medical expenses caused by accidents "bodily injury"or"property damage"Included In under Section I Coverage C,which cannot be the "products-completed operations hazard"will attributed only to ongoing operations at single reduce the Products-completed Operations designated construction project shown In the Aggregate Limit, and not reduce the General Schedule above: Aggregate Limit nor the Designated Construction 1. Any payments made under Coverage A for Project General Aggregate Limit damages or under Coverage C for medical D. If the applicable designated construction project expenses shell reduce the amount available has been abandoned, delayed, or abandoned under the General Aggregate ate Limit or the and then restarted or If the authorized g9 Products-completed Operations Aggregate contracting parties deviate from plans, blueprints, Limit,whichever Is applicable; and designs, specifications or timetables, the project Z Such payments shall not reduce any will still be deemed to be the same construction Designated Construction Project General project. Aggregate Limit. E. The provisions of Section III —Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. I i Page 2 of 2 0 Insurance Services Office, Inc., 2008 CG 25 03 05 09 ❑ Coverage Extension Endorsement ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer No, Adrft Preen Return Prom. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section 11—Covered Autos Liability Coverage: The following are also"insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any "employee" of yours is also an 'insured' while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission,while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an"auto"referenced in Paragraphs A.1.a,and A.1.b. in this endorsement, d. Where and to the extent permitted by law, any person(s) or organization(s)where required by written contract or written agreement with you executed prior to any "accident", including those persons) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the"accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations,whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any persons) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment—Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law 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. U-CA-424-F CW(04-14) Page 1 of 6 Includes copyrighted material of Insurance services Office,Inc.,with its permission. ',.. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section 11—Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II—Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total"loss"to a covered"auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the"loss'; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2.of the Physical Damage Coverage Section is replaced by the following: We will pay up to$75 for towing and labor costs incurred each time a covered "auto"of the private passenger type is disabled. However,the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a.of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and Is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage—increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage,we will pay expenses for which an"insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: U-CA-424-F CW(04-14) Page 2 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered „auto" (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered"auto'; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered"auto". However, the most we will pay for any expenses for loss of use is$100 per day, to a maximum of$3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to$750 for"loss"to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered"auto". b. Subject to Paragraph a.above,the amount to be paid for"loss"to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for"loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same"loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an"insured"and (b) Are in a covered "auto"at the time of"loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500, The Physical Damage Coverage Deductible Provision does not apply to such "loss'% U-CA-424-F OW(04-14) Page 3 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. K. Airbag Coverage The Exclusion in Paragraph B.3.a.of Section III—Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph BA.a. of Section IV— Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us,the following applies for each covered"auto"on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller(or smallest)deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller(or smallest) deductible. M. Physical Damage—Comprehensive Coverage—Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered"autos"damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all"loss"from any one cause is$5,000 or the deductible shown in the Declarations, whichever Is greater. i j N. Temporary Substitute Autos—Physical Damage 1. The following is added to Section I—Covered Autos: Temporary Substitute Autos—Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered"autos"for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto"you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss";or 5. Destruction. 2. The following is added to the Paragraph A.Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos—Physical Damage We will pay the owner for"loss"to the temporary substitute"auto"unless the"loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident,Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of"accident", claim, "suit" or"loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner(if you are a partnership), a member(if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any U-CA-424-F CW(04-14) Page 4 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. agent, servant or employee of the"insured"to notify us of any"accident", claim, "suit" or"loss"shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "lass" occurred and if a claim is made or "suit" is brought, written notice of the claim or"suit"including, but not limited to,the date and details of such claim or"suit"; (2) The"insured's"name and address;and (3) To the extent possible,the names and addresses of any injured persons and witnesses. If you report an "accident claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any"accident" or "loss", provided that the"accident"or"loss"arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos—Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos"you own: (1) Any covered"auto"you lease, hire, rent or borrow; and (2) Any covered"auto" hired or rented under a written contract or written agreement entered into by an "employee"or elected or appointed official with your permission while being operated within the course and scope of that ! "employee's"employment by you or that elected or appointed official's duties as respect their obligations to you. However, any"auto"that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment,Misrepresentation Or Fraud Condition: However,we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of"autos"or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto—World Wide Coverage Paragraph 7a.(5)of the Policy Period,Coverage Territory Condition is replaced by the following: (5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of"bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at anytime. Mental anguish means any type of mental or emotional illness or disease. U-CA-424-F CW(04-14) Page 5 of 6 '.. Includes copyrighted material of Insurance Services Office, Inc.,with its permission. U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II —Covered Auto Liability Coverage is replaced by the following: I'I 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. V. Physical Damage—Additional Temporary Transportation Expense Coverage Paragraph A.4,a.of Section III—Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of$1.000 for temporary transportation expense incurred by you because of the total theft of a covered "auto' of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto' is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A.Coverage of the Physical Damage Coverage Section: In the event of a total 'loss" to a covered "auto' of the private passenger type that is replaced with a hybrid "auto' or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto', excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of$2500, The covered "auto' must be replaced by a hybrid "auto'or an "auto' powered by an alternative fuel source within 60 calendar days of the payment of the 'loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto', the "auto' must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto' must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto' solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an"auto'powered by an alternative fuel source. X. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos"for which you carry either Comprehensive or Specified Causes of Loss Coverage. i All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-424-F CW(04-14) Page 6 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with Its permission. ZURICH COMMERCIAL INSURANCE COMMON POLICY DECLARATIONS Policy Number GLA 0136424-01 Renewal of Number GLA 01 36424-00 Named Insured and Mailing Address Producer and Mailing Address NORTHWEST CASCADE, INC . PROPEL INSURANCE (SEE NAMED INSURED ENDT) PO BOX 2940 16207 MERIDIAN E TACOMA WA 98401-2940 P .O. BOX 73399 PUYALLUP WA 98375-6201 Producer Code 73038-000 Policy Period: Coverage begins 10-01-2015 at 12:01 A.M.; Coverage ends 10-01-201.6 at 12:01 A.M. j The name insured is ❑ Individual ❑ Partnership Fx� Corporation ❑ Other: This insurance is provided by one or more of the stock insurance companies which are members of the Zurich-American Insurance Group. The company that provides coverage Is designated on each Coverage Part Common Declarations. The company or companies providing this insurance may be referred toin this policy as"The Company",we,us,or our. The address of the companies of the Zurich-American Insurance Group are provided on the next page. THIS POLICY CONSISTS OF THE FOLLOWING COVERAGE(S): GENERAL LIABILITY COVERAGE PREMIUM $ 276, 869 . 00 issued by ZURICH AMERICAN INSURANCE COMPANY BUSINESS AUTOMOBILE PREMIUM $ 377, 025 . 00 issued by ZURICH AMERICAN INSURANCE COMPANY CA-AUTO SPECIAL PURPOSE SURCHARGE $ 59 . 84 VA-BIRTH-RELATED NEURO INJURY COMP FUND $ 2 . 26 WA-REGULATORY SURCHARGE $ 666 . 93 THIS PREMIUM MAY BE SUBJECT TO AUDIT. TOTAL $ 653, 894 . 00 This premium does not include Taxes and Surcharges. Taxes and Surcharges TOTAL $ 729 . 03 The Form(s) and Endorsement(s) made a part of this policy at the time of issue are listed on the SCHEDULE of FORMS and ENDORSEMENTS. Countersigned this day of Authorized Representative THESE DECLARATIONS TOGETHER WITH THE COMMON POLICY CONDITIONS,COVERAGE PART DECLARATIONS,COVERAGE PART FORM(S), FORMS AND ENDORSEMENTS,IF ANY,ISSUED TO FORM A PARTTHEREOF,COMPLETETHE ABOVE NUMBERED POLICY, U-OU-D-310-A(01193) Page 1 of 1 Policy Number GLA 0136424-01 SCHEDULE OF FORMS AND ENDORSEMENTS '.... Zurich American Insurance Company ',. Named Insured NORTHWEST CASCADE, INC. Effective Date: 10-01-15 12:01 A.M., Standard Time Agent Name PROPEL INSURANCE Agent No. 73038-000 i COMMON POLICY FORMS AND ENDORSEMENTS U-GU-1191-A CW 03-15 SANCTIONS EXCLUSION ENDORSEMENT U-GU-630-D CW 01-15 DISCLOSURE OF INFO RELATING TO TRIA U-GU-767-B CW 01-15 CAP ON LOSS FROM CERTIFIED ACTS 01 TERR U-GU-D-310-A 01-93 COMMON POLICY DECLARATIONS U-GU-619-A CW 10-02 SCHEDULE OF FORMS AND ENDORSEMENTS U-GU-319-F 01-09 IMPORTANT NOTICE - 1N WITNESS CLAUSE U-GU-621-A CW 10-02 SCHEDULE OF NAMED INSURED (S) U-GU-618-A CW 10 -02 SCHEDULE OF LOCATIONS IL 01 23 11-13 WASHINGTON CHANGES - DEFENSE COSTS IL 01 38 11-11 VIRGINIA CHANGES IL 01 46 08-10 WASHINGTON COMMON POLICY CONDITIONS IL 01 98 09-08 NUCLEAR ENERGY LIABILITY EXCLUSION U-GU-298-B CW 04-94 CANCELLATION BY US IL 00 03 09-08 CALCULATION OF PREMIUM GENERAL LIABILITY FORMS AND ENDORSEMENTS U-GL-1446-A CW 05-10 NOTIFICATION TO OTIIERS OF CANCELLATION '. U-GL-1517-B CW 04-13 RECORD OR DISTRB OF MATRL OR INFO EXCL '.... U-GL-851-B CW 06-04 EMPLOYEE BENEFITS LIAB (OCCURRENCE) COV U-GL-923-B CW 06--04 SILICA OR SILICA MIXED DUST EXCLUSION U-GL-925-B CW 12-01 WAIVER OF SUBROGATION (BLANKET) ENDT. U--GL-D-851-B CW 09-04 EMPLOYEE BENEFITS LIAB (OCCURRENCE) COV U-GL-D-1115-13 CW 09-04 COMMERCIAL GL COVERAGE PART DECLARATIONS CG 00 01 04-13 COMMERCIAL GENERAL LIABILITY COV FORM U-GL-1060-E CW 04-13 CONTRACTORS LIABILITY ENDORSEMENT U-GL-1175-F CW 04--13 ADDL INSD-AUTO-OWNERS LESSEES CONTRACTR U-GL-1199-A MU 04-04 ASBESTOS EXCLUSION ENDORSEMENT U-GL-1294-A CW 10-06 LIMITED OPERATIONS-CONSOLIDATED WRAP-UP U-GL-872-B CW 04-09 PREMIUM & REPORTS AGREEMENT-COMP RATED CG 01 81. 05-08 WASHINGTON CHANGES '.. U-GI:.-852-A CW 07-96 EMPL BENEFITS LIAB (OCCURRENCE) DED ENDT CG 03 00 01-96 DEDUCTIBLE LIABILITY INSURANCE CG 21 47 12-07 EMPLOYMENT-RELATED PRACTICES EXCLUSION , CG 21 86 12-04 EXCL-EXTERIOR INSULATION & FINISH SYSTEM CG 22 79 04-1.3 EXCL-CONTRACTORS -PROF LIAB CG 25 03 05-09 DESIGNATED CONSTRUCTION PROJECTS GENERAL CG 25 04 05-09 DESIGNATED LOCATIONS GENERAL AGGREGATE U- GL--1059-A CW 05-02 T,TD POLLUTION COVERAGE ENDT WORKSITE AUTOMOBILE FORMS AND ENDORSEMENTS U-CA-387-A 07-94 SCHEDULE OF LOSS PAYEE (S) CA 20 01 1.0-13 ADDL INSD--LESSOR U-CA-411-E CW 02-14 PREMIUM AND REPORTS AGREEMENT-COMPOSITE U-CA-531--B 02-08 NOTICE REGARDING TERRORISM PREMIUM U-CA-548-A CW 10-06 SCHEDULE OF AUTO PHYSICAL DAMAGE DEDUCTI U-CA-812-A WA 05-10 NOTIFICATION TO OTHERS OF CANCELLATION U-CA-D-600-C 04-14 BUSINESS AUTO DECLARATIONS CA 00 01 10-13 BUSINESS AUTO COVERAGE FORM CA 03 02 10--13 DEDUCTIBLE LIABILITY COVERAGE ''.. CA 01, 16 04-15 VA CHANGES BUSINESS AUTO COVERAGE FORM CA 01 35 10-13 WASHINGTON CHANGES U-GU-619-A CW(10102) Policy Number GLA 0136424-01 SCHEDULE OF FORMS AND ENDORSEMENTS Zurich American Insurance Company Named Insured NORTHWEST CASCADE, INC . Effective Date: 10-01-15 12:01 A.M., Standard Time Agent Name PROPEL INSURANCE Agent No. 73038-000 CA 1. 49 10-13 OREGON CHANGES CA 02 68 01-13 VA CHANGES CANCELLATION AND NONRENEWAL '.... ' CA 21 05 10-13 OREGON UM COVERAGE - BODILY INJURY CA 21 21 11-02 VA UNINSURED MOTORIST ENDORSEMENT CA 21 34 10-13 WA UNDERINSURED MOTORISTS COVERAGE I '.. CA 21 54 10-13 CA UM COVERAGE - BODILY INJURY CA 21 62 11-14 UT UNINSURED MOTORISTS COVERAGE CA 22 36 10-13 OR PERSONAL INJURY PROTECTION CA 22 44 10-13 UTAH PERSONAL INJURY PROTECTION CA 04 24 10-13 CA - AUTO MEDICAL PAYMENTS COVERAGE CA 22 46 11-02 VA MEDICAL EXPENSE & INCOME LOSS BENEFIT CA 99 48 10-13 POLLUTION LIAB BROAD COV FOR COV AUTO U-CA-424-F CW 04-14 COVERAGE EXTENSION ENDORSEMENT CA 99 03 10-13 AUTO MEDICAL PAYMENTS COVERAGE CA 99 10 10-13 DRIVE OTHER CAR COV-BROAD COV NAMED IND '.. CA 99 44 10-13 LOSS PAYABLE; CLAUSE CA 99 54 10-13 COVERED AUTO DESIGNATION SYMBOL CA 99 89 05-01 WASHINGTON LOSS PAYABLE FORM REG-335 CA 99 14 10-13 FIRE, FIRE AND THEFT, FIRE, THEFT AND WINDSTROM AND LIMITED SPECIFIED CAUSES OF LOSS COVERAGES U-GU-613A CW(10/02) COMMERCIAL GENERAL LIABILITY COVER��AyyGE PART DECLARATIONS PolZuROCf{ AMEF�iC:AaN jNSURAtNE COMPANY 6 4 2 4—0 1 Named Insured NORTHWEST CASCADE, INC . j Policy Period: Coverage begins 10-01-2015 at 12:01 A.M.; Coverage ends 10-01-2016 at 12:01 A.M. Producer Name: PROPEL INSURANCE Producer No. 73038-000 Poem 1.Business Description: Item 2.Limits of Insurance GENERAL AGGREGATE LIMIT $ 2, 000, 000 PRODUCTS-COMPLETED OPERATIONS AGGREGATE LIMIT $ 2, 000, 000 EACH OCCURRENCE LIMIT $ 1, 000, 000 DAMAGE TO PREMISES RENTED TO YOU LIMIT $ 300, 000 Any one premises MEDICAL EXPENSE LIMIT $ 10, 000 Any one person PERSONAL AND ADVERTISING INJURY LIMIT $ 1, 000, 000 Any one person or organization Item 3.Retroactive Date (CG 00 02 ONLY) This insurance does not apply to"bodily injury", 'property damage"or 'personal and advertising injury"offense which occurs before the Retroactive Date, if any, shown here: NONE (Enter Date or"None"if no Retroactive Date applies) Item 4.Form of Business and Location Premises Form of Business:CORPORATION Location of All Premises You Own, Rent or Occupy:See Schedule of Locations Item 5.Schedule of Forms and Endorsements Form(s)and Endorsements) made a part of this Policy at time of issue: See Schedule of Forms and Endorsements Item 6. Premiums Coverage Part Premium: $ 276, 869.00 Other Premium: Total Premium: $ 276, 869. 00 U-GL-D-1115-13 CW(9/04) POLICY NUMBER: GLA 0136424-01 COMMERCIAL AUTO ZURICH AMERICAN INSURANCE COMPANY 1400 American Lane Schaumburg, Illinois 60196-ID56 1.800-382-2150 BUSINESS AUTO DECLARATIONS ITEM ONE PRODUCER: PROPEL INSURANCE NAMED INSURED: NORTHWEST CASCADE, INC . (SEE NAMED INSURED ENDORSEMENT) MAILING ADDRESS: 1620 7 MERIDIAN E P .O. BOX 73399 PUYALLUP, WA 98375-6201 POLICY PERIOD: From 10-01-2015 to 10-01-2016 at 12:01 A.M. Standard Time at your mailing address shown above PREVIOUS POLICY NUMBER: GLA 0136424—OD FORM OF BUSINESS: [X]CORPORATION LIMITED LIABILITY COMPANY INDIVIDUAL PARTNERSHIP OTHER IN RETURN FOR THE PAYMENT OF THE PREMIUM, AND SUBJECT TO ALL THE TERMS OF THIS POLICY, WE AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY. Premium shown is payable at inception: $ 377, 407 . 94 AUDIT PERIOD (IF APPLICABLE) X ANNUALLY SEMI- QUARTERLY MONTHLY ANNUALLY ENDORSEMENTS ATTACHED TO THIS POLICY: IL 00 17—Common Policy Conditions (IL 01 46in Washington) IL 00 21 —Broad Form Nuclear Exclusion (not Applicable In New York) (IL 0198 in Washington) SEE SCHEDULE OF FORMS AND ENDORSEMENTS COUNTERSIGNED BY (Date) (Authorized Representative) U-CA-D•600•C 0414 Page 1 it ITEM Two Schedule Of Coverages And Covered Autos This policy provides only those coverages where a charge is shown in the premium column below. Each of these coverages will apply only to those 'butos" shown as covered "autos". 'Autos" are shown as covered %utos" for a particular coverage by the entry of one or more of the symbols from the Covered Autos section of the Business Auto Coverage Form next to the name of the coverage, COVERED COVERAGES AUTOS LIMIT PREMIUM COVERED AUTOS LIABILITY 1 $1, 000, 000 $ 361, 205 PERSONAL INJURY SEPARATELY STATED IN EACH P.I.P. PROTECTION (or equivalent 5 ENDORSEMENT MINUS SEE ENDT INCL No-fault Coverage) DEDUCTIBLE. ADDED PERSONAL INJURY SEPARATELY STATED IN EACH ADDED P.I.P, PROTECTION (or equivalent ENDORSEMENT. Added No-fault Coverage) SEPARATELY STATED IN THE PROPERTY PROPERTY PROTECTION PROTECTION INSURANCE ENDORSEMENT INSURANCE(Michigan only) MINUS DEDUCTIBLE FOR EACH ACCIDENT. AUTO MEDICAL PAYMENTS 10 $ 5, 000 EACHINSURED INCL MEDICAL EXPENSE AND SEPARATELY STATED IN THE MEDICAL INCOME LOSS BENEFITS 10 EXPENSE AND INCOME LOSS BENEFITS (Virginia only) ENDORSEMENT. UNINSURED MOTORISTS 2 SEE ENDT INCL UNDERINSURED MOTORISTS 2 SEE ENDT INCL (when not included in Uninsured Motorists Coverage) ACTUAL CASH VALUE OR COST OF REPAIR, PHYSICAL DAMAGE WHICHEVER IS LESS, MINUS SEE ENDT COMPREHENSIVE 3, 8 DEDUCTIBLE FOR EACH COVERED AUTO, BUT $ 183 NO DEDUCTIBLE APPLIES TO LOSS COVERAGE CAUSED BY FIRE OR LIGHTNING. See ITEM FOUR For Hired or Borrowed Autos. PHYSICAL DAMAGE ACTUAL CASH VALUE OR COST OF REPAIR, SPECIFIED WHICHEVER IS LESS, MINUS FULL CAUSES OF LOSS 4 DEDUCTIBLE FOR EACH COVERED AUTO FOR $ 8, 774 COVERAGE LOSS CAUSED BY MISCHIEF OR VANDALISM. See ITEM FOUR For Hired Or Borrowed Autos. AOF UAL CASH VALUE OR COST OF REPAIR, PHYSICAL DAMAGE HEVER IS LESS, MINUS SEE ENDT $ 631 COLLISION COVERAGEUCTIBLE, FOR EACH COVERED AUTO. TEM FOUR For Hired Or Borrowed Autos, PHYSICAL DAMAGE FOR EACH DISABLEMENT TOWING AND LABOR PRIVATE PASSENGER AUTO. TAX/SURCHARGE/FEE $ 382 . 94 PREMIUM FORENDORSEMENTS $ 6, 232 *ESTIMATED TOTAL PREMIUM $ 377, 407 . 94 *This policy may be subject to final audit. U-CA-D-WO-C 0414 Page 2 i EXCESS LIABILITY DECLARATIONS Starr Surplus Lines Insurance Company Chicago, IL Administrative Office: 399 Park Avenue, 8h Floor, New York, NY 10022 POLICY NUMBER: 1000022161 RENEWAL OF: 1000021236 PRODUCER NAME: Swett&Crawford Group ADDRESS: 515 South Figueroa Street Suite 600 This contract is registered and delivered as a Los Angeles, CA 90071 surplus line coverage under the insurance code of the state of Washington,Title 48 RCW, It is not protected by any Washington state guaranty association law. ITEM 1. NAMED INSURED: Northwest Cascade Inc. Name of Surplus Lines Broker: Frank Dias ADDRESS: PO Box 73399 Puyallup, WA 98373 ITEM2: POLICY PERIOD: FROM 1 010 1/201 5 TO 10/01/2016 12:01 A.M. STANDARD TIME AT THE ADDRESS OF THE NAMED INSURED SHOWN ABOVE. ITEM 3. COVERAGE: Commercial Excess Liability ITEM 4. LIMITS OF INSURANCE: The Limits of Insurance, subject to all the terms of this Policy,are: '.. A. $5,000,000 Each Occurrence B. $5,000,000 Other Aggregate(s),Where Applicable C. $5,000,000 Products-Completed Operations Aggregate ITEM S. "UNDERLYING INSURANCE" A. First Undeelving Insurance Policy(les) Insurer Policy No. Policy Period See attached Schedule of Underlying Insurance B. Additional Underlying Insurance Policy(ies) Insurer Policy No. Policy Period ITEM6. POLICY PREMIUM: Advance Premium Minimum Premium Minimum Earned Premium �rrtceFee:57,500-00 $209,800 N/A $52,450 raplus Lines Tax:�f,346.00 tamping Fee:$217.30 Estimated Exposure Rate Per Audit Period NIA N/A N/A SL -101 -D(10108) Page 1 of 3 Copyright©C.V.Start&Company and Starr Surplus Lines Insurance Company. All rights reserved, Includes copyrighted material of ISO Properties, Inc.,used with its permisslon. ITEM 7. NOTICES Send all Excess Casualty Loss Notices to: In the event of an accident, York Risk Services Group, Inc occurrence,wrongful act, claim or Attn.OSC suit, that is reasonably likely to involve P.O.Box 183188 this Policy, send all pertinent facts to: Columbus, OH 43218-3188 4869exeessciaims c0yorkrsg.com Fax:866-695-3651 After hours emergency service call: (866)391-9675 ITEM 8, ENDORSEMENTS ATTACHED: Title Form Number Excess Liability Declarations SL 101 D 10 08 Excess Liability Policy Schedule Of Underlying Insurance SL 10210 08 Excess Liability Policy Form SL 100 10 08 Washington Changes-Conditions SL 301 WA 10 08 Washington-Auto Coverage Exclusion Of Terrorism SL 341 WA 10 08 Service of Suit Endorsement (All States Except CA, IL, DE) SL 704 08 10 Washington- Exclusion of Terrorism SL 346 WA 01 15 Specified Operations Exclusion SL 222 10 08 Starr Excess Liability Program Claim Reporting Form SL CLAIMS NOTICE i i SL -101 -D(10f08) Page 2 of 3 Copyright©C.V.Starr&Company and Starr Surplus Lines Insurance company. All rights reserved. Includes copyrighted material of ISO Properties,Inc.,used with its permission. The foregoing discloses all hazards insured hereunder known to exist at the inception date of this Policy, unless otherwise stated herein by endorsement on this Policy. COUNTERSIGNED 1 011 6/20 1 5 BY DATE AUTHORIZED REPRESENTATIVE SL -101 -D(10M) Page 3 of 3 Copyright©C.V.Starr E Company and Starr Surplus Lines Insurance Company. All rights reserved. Includes copyrighted material of ISO Properties,Inc.,used with its permission. *Starr Surplus Limes Insurance Coate an � Company Chicago, IL 1-646-227-6300 Excess Liability Policy Schedule of Underlying Insurance Policy Number: 1000022161 Effective Date: 10/01/2015 at 12:01 A.M. Named Insured: Northwest Cascade Inc. Issuing Company: Starr Surplus Lines Insurance Company The Declarations, Schedule(s), and all terms and conditions complete this insurance Policy. Type of Policy or Coverage and Insurer,Policy Number and Policy Period Limits of Insurance A.First Underlying Insurance Policy(ies) Carrier: Zurich American Insurance Company Policy No.: GLA013642401 Limits: Coverage: AUTO LIABILITY $1,000,000 Combined Single Limit Policy Period: 05/21/2015 to 05/21/2016 Carrier: Zurich American Insurance Company Policy No.: GLA013642401 Limits: Coverage: GENERAL LIABILITY $$1,000,000 Each Occurrence Limit Policy Period: 10/01/2015 to 10/01/2016 $2,000,000 General Aggregate Limit $$2,000,000 Products/Comp.Ops,Aggregate Limit SL -102(10108) Page 1 of 2 Copyright©C.V.Starr&Company and Starr Surplus Lines Inaurance Company. All rights reserved. Includes copyrighted material of ISO Properties,Inc.,used with its permission. * Starr Surplus Lines Insurance Company Chicago, IL 1-646-227-6300 i Coverage: EMPLOYEE BENEFITS LIABILITY$1,000,000 Occurrence Limit Policy Period. 1 010 1/20 1 5 to 10/01/2016 $2,000,000 Aggregate Limit Carrier. Zurich American Insurance Company (WA) Policy No.: GLA013642401 Limits: Coverage: EMPLOYERS LIABILITY $1,000,000 Disease-EachAccidentLimit Policy Period: 10/01/2015 to 1 0/0112 0 1 6 $1,000,000 Disease- Each Employee Limit $1,000,000 Disease- Policy Limit Carrier: Zurich American Insurance Company (Other State) Policy No.: WC013642501 Limits: Coverage: EMPLOYERS LIABILITY $1,000,000 Disease-Each Accident Limit Policy Period: 10/01/2015 to 1 0101/2 01 6 $1,000,000 Disease-Each Employee Limit $1,000,000 ❑isease-Policy Limit Carrier: Progressive Policy No.: 02225127-2 Limits: Coverage: AUTO LIABILITY $1,000,000 Combined Single Limit Policy Period: 0512112015 to 05/21/2016 B.Additional Underlying Insurance Policy(ies) COUNTERSIGNED (15/2015 BY DATE AUTHPRIZED REPRESENTATIVE SL .102(10/08) page 2 of 2 Copyright@ C.V.Starr&Company and Starr Surplus Lines Insurance Company. All rights reserved. Includes copyrighted material of ISO Properties,Inc.,used with its permission. Notification to Others of Cancellation ZURli Policy No. Eff. Date of Pol. Exp. Date of Pal, Eff. Date of End. I Producer No. AddT Prem Return Prem. GLA0136424-0110/01/2015 10/01/2016 06/22/2016 I THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial Automobile Coverage Part A. If we cancel this Coverage Part by written notice to the first Named Insured for any reason other than nonpayment of premium, we will mail or deliver a copy of such written notice of cancellation: 1. To the name and address corresponding to each person or organization shown in the Schedule below; and 2. At least 45 days prior to the effective date of the cancellation, as advised in our notice to the first Named Insured, or the longer number of days notice if indicated in the Schedule below. B. If we cancel this Coverage Part by written notice to the first Named Insured for nonpayment of premium, we will mail or deliver a copy of such written notice of cancellation to the name and address corresponding to each person or organization shown in the Schedule below at least 10 days prior to the effective date of such cancellation. C. If notice as described in Paragraphs A. or B. of this endorsement is mailed, proof of mailing will be sufficient proof of such notice. i SCHEDULE Name and Address of Other Person(s)I Number of Days Notice: Organization(s): City of Kent 220 4`h Avenue South 30 Kent,WA 98032 L City of Renton 1055 South Grady Way 30 Renton,WA 98057 All other terms and conditions of this policy remain unchanged. U-CA-812-A WA(05110) Page 1 of 1 Includes copyrighted material of Insurance services Office,Inc.,with Its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 33 I NOTIFICATION TO OTHERS OF CANCELLATION ENDORSEMENT This endorsement is used to add the following to Part Six of the policy. PART SIX CONDITIONS A. If we cancel this policy by written notice to you for any reason other than nonpayment of premium, we will mail or deliver a copy of such written notice of cancellation to the name and address corresponding to each person or organization shown in the Schedule below. Notification to such person or organization will be provided at least 10 days prior to the effective date of the cancellation, as advised in our notice to you, or the longer number of days notice if indicated in the Schedule below. B. If we cancel this policy by written notice to you for nonpayment of premium, we will mail or deliver a copy of such written notice of cancellation to the name and address corresponding to each person or organization shown in the Schedule below at least 10 days prior to the effective date of such cancellation. C. If notice as described in Paragraphs A. or B. of this endorsement is mailed, proof of mailing will be sufficient proof of such notice. i SCHEDULE _. Name and Address of Other Person(s)/ Number of Days Notice: Organization(s): City of Kent 220 4`h Avenue South 30 Kent, WA 98032 City of Renton 1055 South Grady Way 30 Renton, WA 98057 All other terms and conditions of this policy remain unchanged, This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Premium$ Insurance Company WC 99 06 33 (Ed. 05-10) Includes copyrighted material of National Council on Compensation Insurance, Inc,with Its permission. Page 1 of 1 ENVIRONMENTAL POLICY NUMBER: 15CPLOWE00377 MARKEV EVANSTON INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, AMENDMENT OF CANCELLATION PROVISIONS This endorsement modifies insurance provided under the following, where indicated by an 'X"in the checkbox below: ❑ COMMERCIAL GENERAL LIABILITY COVERAGE FORM ❑ ENVIRONMENTAL PROFESSIONAL LIABILITY COVERAGE FORM ® CONTRACTOR'S POLLUTION LIABILITY COVERAGE FORM ❑ ENVIRO FLEX ENVIRONMENTAL IMPAIRMENT LIABILITY COVERAGE FORM ❑ PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE FORM ❑ OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE FORM In the event of cancellation by us, we agree to mail prior written notice of cancellation to: SCHEDULE Name Of Person Or Organization City of Kent Address 220 4th Avenue South, Kent,WA 98032 Number Of Days Advance Notice 30 All other terms and conditions remain unchanged. MEET 2220 09 14 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 1 with its permission i i * Starr Surplus Lines Insurance Company Chicago, IL 1-646-227-6300 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Notice of Cancellation or Nonrenewal to Designated Additional Insured Policy Number: 1000022161 Effective Date: 06/29/2016 at 12:01 A.M. Named Insured: Northwest Cascade Inc. This endorsement modifies insurance provided under the following: EXCESS LIABILITY POLICY FORM ADDITIONAL ENTITY RECEIVING NOTICE OF CANCELLATION OR NONRENEWAL NAME: _ City of Kent ADDRESS: 220 4th Avenue South Kent,WA 98032 CANCELLATION: Number of Days Notice: 30 WHEN WE DO NOT RENEW(Nonrenewal): Number of Days Notice: 30 The following is added to the Cancellation Condition, When We Do Not Renew Condition or as amended by an applicable state cancellation/nonrenewal endorsement: If we cancel or do not renew the Named Insured's policy for any statutorily permitted reason, other than nonpayment of premium, we will mail written notice of such cancellation or nonrenewal to the additional person or organization designated in the Schedule above. The Number of Days Notice indicated in the Schedule above is the minimum number of days we will mail notice to the person or organization designated above before the effective date of such cancellation or nonrenewal All other terms, definitions, conditions and exclusions of this policy remain unchanged. SL 106(04-11) Page 1 of 2 Copyright©C.V.Starr 8 Company and Starr Surplus Lines Insurance Company. All rights reserved. Includes copyrighted material of ISO Properties,Inc.,used with Its permission i i * Starr Surplus Lines Insurance Company Chicago, IL 1-646-227-6300 Signed for STARR SURPLUS LINES INSURANCE COMPANY 7 / Charles H. Dangelaapresident Nehemiah E. Ginsburg, Genera aunsel Page SL 106(04-11) Pa 9 Copyright*C.V.Starr&Company and Starr Surplus Lines Insurance Company. All rights reserved. Includes copyrighted material of ISO Properties,Inc., used with its permission 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 -6 1-05 Control of Work .............................................................. 1 -8 1 -06 Control of Material .......................................................... 1-16 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 ................................................ 1-28 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-3 2-06 Subgrade Preparation...................................................... 2-4 2-12 Construction Geosynthetic................................................ 2-4 DIVISION4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells ...................... 7-2 7-08 General Pipe Installation Requirements .............................. 7-7 7-09 Water Mains................................................................... 7-12 7-12 Valves for Water Mains .................................................... 7-15 7-14 Hydrants ........ ............................................................... 7-16 7-15 Service Connections ........................................................ 7-17 7-17 Sanitary Sewers ............................................................. 7-22 7-18 Side Sewers .......................... ........................ 7-23 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ........................ 8-1 8-04 Curbs, Gutters, and Spillways ........................................... 8-4 8-13 Monument Cases ............................................................ 8-5 8-14 Cement Concrete Sidewalks ............................................. 8-5 8-18 Mailbox Support ............................................................. 8-6 8-21 Permanent Signing.......................................................... 8-7 8-22 Pavement Marking .......................................................... 8 8 1't Ave. Drainage Improvements/Schleicher May 5, 2016 Project Number: 15-3013 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-28 Pothole Utilities .............................................................. 8-9 8-30 Project Signs.................................................................. 8-10 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates .................................................................... 9-1 9-30 Water Distribution Materials ............................................. 9-2 KENT STANDARD PLANS ................................................................. A-1 WSDOT STANDARD PLANS.............................................................. A-2 TRAFFIC CONTROL PLANS .............................................................. A-3 PREVAILING WAGE RATES.............................................................. A-4 V Ave. Drainage Improvements/Schleicher May 5, 2016 Project Number: 15-3013 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 appropriately to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 - GENERAL REQU I REMEI\ITS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01 ," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01,2(2) IS SUPPLEMENTED 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 NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and 1"Ave. Drainage Improvements/Schleicher 1 - 1 May 5, 2016 Project Number: 15-3013 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BYADDING THE FOLLOWING DEFINITIONS: 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. Drywel l For this project, "drywell" shall be defined to consist of two (2) City of Kent type I catch basin structures joined together by 12" CMP percolation pipe wrapped in geotextile fabric. 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 1"Ave. Drainage Improvements/Schleicher 1 - 2 May 5, 2016 Project Number: 15-3013 includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, 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 Kent Special Provisions. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at KentWA.gov/procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH.- Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. Vt Ave. Drainage Improvements/Schleicher 1 - 3 May 5, 2016 Project Number: 15-3013 SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not 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. 1"Ave. Drainage Improvements/Schleicher 1 - 4 May 5, 2016 Project Number: 15-3013 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. SECTION 1-02.14 IS REVISED SY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH 1160 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions, SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. V Ave. Drainage Improvements/Schleicher 1 - 5 May 5, 2016 Project Number: 1 5-3013 1-04 SCOPE OF THE WORK SECTION 1-04. 1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1 (2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the 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 FOLLOWINGS ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B), SECTION 1-04,4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1 -04.5. The 1"Ave. Drainage Improvements/Schleicher 1 - 6 May 5, 2016 Project Number: 15-3013 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. 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. I"Ave. Drainage Improvements/Schleicher 1 - 7 May 5, 2016 Project Number: 15-3013 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. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS. 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument' will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58,09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time 1"Ave. Drainage Improvements/Schleicher 1 - 8 May 5, 2016 Project Number: 15-3013 for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1 . Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 1-05.5(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 1-05.5(3) Bridge, Structure and Retaining Wall Surveys For all structural work such as bridges and retaining walls, the Contractor shall retain as a part of Contractor organization an experienced team of surveyors under direct supervision of a licensed surveyor. The Contractor shall ensure that required field measurements and locations match the plan dimensions. The Contractor shall provide all surveys required to complete the structure, except the following primary survey control which will be provided by the City. 1 Ave. Drainage Improvements/Schleicher 1 - 9 May 5, 2016 Project Number: 15-3013 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/hr 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 _W_ork 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: 15'Ave. Drainage Improvements/Schleicher 1 - 10 May 5, 2016 Project Number, 15-3013 1 . Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50-foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, wheelchair ramps, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults,junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. 1"Ave. Drainage Improvements/Schleicher 1 - 11 May 5, 2016 Project Number, 15-3013 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 $150/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 V Ave. Drainage Improvements/Schleicher 1 - 12 May 5, 2016 Project Number: 15-3013 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 9-05.9 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. 1"Ave. Drainage Improvements/Schleicher 1 - 13 May 5, 2016 Project Number: 15-3013 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. 1't Ave. Drainage Improvements/Schleicher 1 - 14 May 5, 2016 Project Number: 15-3013 SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: This project will necessitate the relocation of Puget Sound Energy (PSE) buried power and intermediate pressure gas facilities as well as Centuryl-ink (CL) facilities. This work is anticipated to be complete by July 15", 2016, It is anticipated that PSE and CL will relocate their facilities into the northbound lane of Vt Avenue South. For this reason, the Contractor shall assume one buried power, gas, water, communications and sewer services exist and serve each home along fit Avenue South and West Crow Street within the project limits. SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. The Contractor may 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 drawn from City hydrants. Hydrant wrenches are also available at the City Maintenance Shops at the Contractor's option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system and the Contractor shall pay for the water upon return of the hydrant meter as described below. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 1"Ave. Drainage Improvements/Schleicher 1 - 15 May 5, 2016 Project Number: 15-3013 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1 , 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 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 1"Ave. Drainage Improvements/Schleicher 1 - 16 May 5, 2016 Project Number: 15-3013 f 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. 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: V Ave. Drainage Improvements/Schleicher 1 - 17 May 5, 2016 Project Number: 15-3013 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. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax SECTION 1-07.2(7) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. 1st Ave. Drainage Improvements/Schleicher 'I - 'I S May 5, 2016 Project Number: 15-3013 I 1-07.2(2) State Sales Tax: WAC 458-20-170®Retail Sales Tax SECTION 1-07.2(2) IS REMISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1 -07.2(2) in the proposal bid items. 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. 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.13(4) Repair of Damage The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. Alternatively, the Engineer may elect to accomplish repair by other means; however, the Contractor shall pay for these repairs and the City may deduct these repair costs from monies due or to become due the Contractor. No payment will be made for delay or disruption of work. 1"Ave. Drainage Improvements/Schleicher 1 - 19 May 5, 2016 Project Number: 15-3013 SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1 -07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 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. 1"Ave. Drainage Improvements/Schleicher 1 - 20 May 5, 2016 Project Number: 15-3013 r 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. Centuryl_ink Comcast Jason Tesdal Bill Walker 206-345-3488 253-288-7538 203-683-4242 (cell) 206-255-6975 (cell) Puget Sound Energy Gas Puget Sound Energy Power Chang Pak Brian Swart 253-395-6988 253-395-6839 425-449-6735 (cell) 206-604-3687 (cell) SECTION 1-07. 18 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.18 Public Liability and Property Damage Insurance Refer to the insurance requirements in the project Contract, which constitute the Contractor's insurance requirements for this project. 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. Should the Contractor arrange for use of private property, the Contractor shall submit written confirmation of the arrangement from the private property owner to the Engineer. 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, Note to Bidders: Starting June 22Id, the Kiwanis Tot Lot #1 , located on the northeast corner of West Crow Street and I't Avenue South, will host a summer program that will bring roughly 50 children to the park on various days throughout the week. For this reason all City owned land northwest of the intersection of West Crow Street and 15T Avenue South will not be available for staging. The City has identified a small area available for staging at the northwest intersection of S. 259`h Street and 1" Avenue South. Sight distance must not be obstructed if this area is used for staging. See City of Kent standard plan 5-52. 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 1"Ave. Drainage Improvements/Schleicher 1 - 21 May 5, 2016 Project Number. 15-3013 way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction Conference The Engineer will furnish the Contractor with up to five copies of the Contract. 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)) 1"Ave. Drainage Improvements/Schleicher 1 - 22 May 5, 2016 Project Number: 15-3013 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 /S DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control 1"Ave. Drainage Improvemfnts/Schleicher 1 - 23 May 5, 2016 Project Number, 15-3013 regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 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. 1 . If locate work is 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, the City will bill the Contractor for the work. Such billing may be 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. 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. 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 1"Ave. Drainage Improvements/Schleicher 1 - 24 May 5, 2016 Project Number: 15-3013 information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH AND SIXTH 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. 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. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. V Ave. Drainage Improvements/Schleicher 1 - 25 May 5, 2016 ' Project Number: 15-3013 SECTION 1-08.8 IS REVISED BY DELETING PARAGRAPHS 1 THROUGH 3 AND REPLACING THEM WITH THE FOLLOWING: 1-08.8 Extensions of Time The Contractor shall submit any requests for time extensions to the Engineer in writing no later than 10 working days after the delay occurs. The request shall be limited to the change in the critical path of the Contractor's schedule attributable to the change or event giving rise to the request. To be considered by the Engineer, the request shall be in sufficient detail (as determined by the Engineer) to enable the Engineer to ascertain the basis and amount of the time requested. The Contractor shall be responsible for showing on the progress schedule that the change or event: (1) had a specific impact on the critical path, and except in cases of concurrent delay, was the sole cause of such impact, and (2) could not have been avoided by resequencing of the work or other reasonable alternatives. The reasons for and times of extensions shall be determined by the Engineer, and such determination will be final as provided in Section 1- 05.1 . ITEM 1 IN PARAGRAPH 7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1 . Failure to obtain all materials and workers. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.2(1) IS REVISED BY REPLACING "TRUCKS AND TICKETS" WITH THE FOLLOWING: 1-09.2(1) General Requirements for Weighing Equipment t Trucks and Tickets Each truck to be weighed shall bear a unique identification number. This number shall be legible and in plain view of the scale operator. Each vehicle operator shall obtain a weigh or load ticket from the scale operator. The Contractor shall provide tickets for self printing scales. All tickets shall, at a minimum, contain the following information: 1 . Ticket serial number (this is already imprinted on the tickets). 2. Identification number of truck/truck trailer. 3. Date and hour of weighing. 4. Type of material. 5. Weight of load. The weighman shall record the gross weight and net weight, except where the scale has a tare beam and the net weight can be read directly. In such case, only net weight need be recorded on the ticket. 6. Weighman's identification. 7. Contract number. 8. Unit of measure. I"Ave. Drainage Improvements/Schleicher 1 -.26 May 5, 2016 Project Number: 15-3013 I 9. Legal gross weight in Remarks section. 10. Location of delivery. The vehicle operator shall deliver the ticket in legible condition to the material receiver at the material delivery point. 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'sjudgment, 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 1"Ave. Drainage Improvements/Schleicher 1 - 27 May 5, 2016 Project Number: 15-3013 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 1-10.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-10.1 General The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the City. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations that may occur on highways, roads, streets, sidewalks, pedestrian paths, or bicycle paths. No work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place in accordance with Traffic Control Plans. 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 Is'Ave. Drainage Improvements/Schleicher 1 - 28 May 5, 2016 Project Number. 15-3013 I 1-10.3(3) Traffic Control Devices SECTION 1-10.3(3)A IS DELETED AND REPLACED WITH THE FOLLOWING, 1-10.3(3)A Construction Signs Payment for setup and take down of construction signs will be under the contract price for "Traffic Control Labor" and will be limited to the work described in Section 1-10.3(1) of the WSDOT Standard Specifications, and for transportation described in Section 1-10.3(2) of the WSDOT Standard Specifications when there is a contract price for "Traffic Control Vehicle." SECTION 1-10.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION. 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices shown on the traffic control plans, 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. 1 Ave. Drainage Improvements/Schleicher 1 - 29 May 5, 2016 Project Number: 15-3013 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. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1 . The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. 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. 1s9 Ave. Drainage Improvements/Schleicher 1 - 30 May 5, 2016 Project Number: 15-3013 DIVISION 2 ® EARTHWORK C 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 The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1 . Water Over Roadway Sign The salvaged materials listed above shall be removed, hauled and stored at the following site(s): 1 . City Inspector shall remove from site. 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 to some off-project site, unless 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. I"Ave. Drainage Improvements/Schleicher 2 - 1 May 5, 2016 Project Number: 15-3013 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. Installation of catch basin 18 will necessitate the removal of minor quantities of cement concrete extruded curb. After installation of the catch basin the Contractor shall replace this curb per City of Kent Standard Plan 6-33, 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 Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 3 inches, and from roads for a depth of 6 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 6 inches it shall be paid according to the following formula: (Encountered thickness — 6 inches) x unit 6 i nches nchesce =additional compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/SY then its additional compensation for the extra thickness would be: (8 — 6) x $2.0 = $0.67/SY in addition to the unit price. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete curb and gutter as shown on the plans and described in the specifications. 1s`Ave. Drainage Improvements/Schleicher 2 - 2 May 5, 2016 Project Number: 15-3013 i The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. "Saw Cut Existing Asphalt Concrete Pavement" "Saw Cut Existing Cement Concrete" The unit price contract price per lineal foot for the above items 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: (Encountered thickness — 6 inches) x unit bid price 6 inches additional compensation For example, if the Contractor encounters pavement to be removed which is 8 inches thick and its unit bid price was $2.00/LF then its additional compensation for the extra thickness would be: $2.00 (8 — 6) x 6 = $0.67/LF in addition to the unit bid price. 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. Note to Bidders: All saw-cuts for this project, including those cuts required for removal of asphalt and cement concrete pavements, shall be measured and paid separately. 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. 1"Ave. Drainage Improvements/Schleicher 2 - 3 May 5, 2016 Project Number: 15-3013 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 Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) 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. Should pumping subgrade become evident prior to placement of base material, the Engineer may require proof rolling with a pneumatic-tire roller or other approved equipment in order to identify the limits of the pumping subgrade. The proof rolling shall be performed at no additional cost to the Contracting Agency. SECTION 2-06.5 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of "Roadway Excavation Including Haul". 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING. 2-12.1 Description This work shall consist of furnishing and installing woven geotextile fabric at the locations shown on the plans and described in the specifications. All type I I catch basin structures shall require placement of one layer of soil stabilization geotextile fabric below the 6" of gravel backfill for pipe zone bedding shown on Kent Standard Plan 5-2. 1'"Ave. Drainage Improvements/Schleicher 2 - 4 May 5, 2016 Project Number: 15-3013 SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 materials Woven geotextile fabric shall meet the material requirements of Section 9-33 of the WSDOT Standard Specifications for high survivability, separation and soil stabilization, and underground drainage for each geotextile use as specified on the plans or in the Kent Special Provisions. For this project, the geotextile fabric shall meet or exceed the properties set forth by Table 3 of WSDOT Standard Specifications section 9-33.2(1) for Soil Stabilization. SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Woven geotextile fabric shall be measured per square yard of materials placed. SECTION 2-12.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment The unit contract price per square yard for "Geotextile Fabric Woven" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to furnish and install the fabric at the locations shown on the plans and described in the specifications. 1"Ave. Drainage Improvements/Schleicher 2 - 5 May 5, 2016 Project Number: 15-3013 DIVISION 4 ® BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches 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 as tested with 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 "Crushed Surfacing Top Course, 5/8 Inch Minus" "Crushed Surfacing Base Course, 1-1/4 Inch Minus" The unit contract price per ton for the above items 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. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. 1-"Ave. Drainage Improvements/Schleicher 4 - 1 May 5, 2016 Project Number: 15-3013 DIVISION 5 ® SURFACE TREATMENTS AND PAVENIEBIS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT M I X ASPHALT SECTION 5-04.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.1 Description Note To Bidders: PSE gas valves exist in the pavement replacement area. The Contractor shall maintain locations of these valves and coordinate with PSE representatives for final adjustment to finished grade by others. Reference KSP section 1-07.17 for PSE contact information. All costs associated with this coordination shall be included in the Contractor's unit bid price for "HIVA Class %2" or 3/4", PG 64-22". The City does not have a preference as to whether a 1/2" or 3/4" mix will be used for pavement replacement. The Contractor shall submit a mix design for approval prior to start of construction. SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials Recycled materials such as Recycled Asphalt Pavement (R.A.P.) for the pavement sections shall not be allowed. SECTION 5-04.3(7)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(7)A Mix Design The City at its option may approve a current WSDOT approved mix design, Class /2" or 3/4" in place of performing a mix design, provided, however, that such mix design shall include a minimum asphalt content of 5% by total mix weight and anti-stripping compound. Anti-stripping compound shall be added to the asphalt material in accordance with Section 9-02.4. If the City is not satisfied with the mix submitted, a full mix design will be performed. The City is not required to justify to the Contractor its decision to perform a mix design. The City reserves the right to adjust the asphalt cement content based on mix design or approval of alternate mix designs submitted by the Contractor. 1't Ave. Drainage Improvements/Schleicher 5 - 1 May 5, 2016 Project Number: 15-3013 SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1 . Asphalt Cement and Gradation: Extraction tests shall be taken every 500± tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing Asphalt concrete Class '/2" or 3/4" shall be compacted in lifts not to exceed 2 inches. SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92-96 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. Each lift shall be tested for density in accordance with WSDOT specifications and frequencies. All costs associated with this work shall be included in the Contractor's unit bid price for "HMA Class 1/2" or 3/4", PG 64-22". SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day 1't Ave. Drainage Improvements/Schleicher 5 - 2 May 5, 2016 Project Number: 15-3013 the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 5-04.3(21) Temporary Pavement Temporary pavement including trench patches shall be installed where specified by the Engineer. I"Ave, Drainage Improvements/Schleicher 5 - 3 May 5, 2016 Project Number: 15-3013 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" or 3/4", PG 64-22" 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. 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 1"Ave. Drainage Improvements/Schleicher 5 - 4 May 5, 2016 Project Number, 15-3013 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS SANITARY SEWERS, WATER MAINS AND CONDUTTS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials For this project, the only acceptable storm-sewer pipe material shall be Class 50 Ductile Iron Pipe per WSDOT Standard Specification section 9- 05.13, except that it shall be unlined. Ductile Iron Pipe Class 50 (Unlined) ............... 9-05.13 7-04.3 Construction Requirements Note to Bidders: CenturyLink facilities are present throughout the project limits. The main transmission line throughout the construction corridor runs north to south off the eastern edge of pavement. Aerial service lines are evident, however CenturyLink representatives have stated this does NOT mean there are no buried services in the area. Should buried service lines be encountered during construction, the Contractor shall protect them in-place. Should a buried service be found in direct conflict with the proposed storm drain main, the Contractor shall contact CenturyLink representative Jason Tesdal to coordinate relocation of the conflicting CenturyLink facility, contact information can be found in KSP section 1 -07.17(6). The Bidder should assume haul and disposal of 100% of the native material excavated for installation of the storm drain. At the preconstruction meeting, the Contractor shall submit a schedule of values or breakdown of costs associated with installation of storm drain which will include an item for "Haul and Disposal" of native material. At various times throughout project design there was evidence of groundwater existing within the limits of proposed storm drain shown on the plans. The Contractor shall include all costs associated with dewatering trenches in the unit bid price for "Storm Sewer Pipe 18 Inch Diameter". 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. 1S1 Ave. Drainage Improvements/Schleicher 7 - 1 May 5, 2016 Project Number: 15-3013 The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television 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. The contractor shall provide 1 week advanced notice to the Engineer, electronically, prior to placing any crushed rock surfacing course. 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 The unit contract price per lineal foot for "Storm Sewer Pipe, 12 and 18 Inch Diameter" 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, haul and disposal of unsuitable material, dewatering, backfill and compaction surface restoration, 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. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 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 4-1 , 4-2, 5-1 and 5-2 unless specified otherwise. Minimum height for Type 1-48 inch, 54 inch, and 60 inch manholes shall be 5 feet. Manholes under 5 feet in height shall conform to Kent Standard Plan 4-2. All manholes and Type I and I I CB structures shall be equipped with the drop rung type manhole steps and ladders in accordance with Kent Standard Plan 4-5. The ladder shall be secured from top to bottom, inside the structure wall. No 4 foot hanging ladder sections are allowed. 1 S°Ave. Drainage Improvements/Schleicher 7 - 2 May 5, 2016 Project Number: 15-3013 The sanitary sewer manholes shall be fully channeled to conform to the inside diameter of the sewer line from invert to spring line, then the channel shall be vertical to the top of the pipe. The top edge of the channel shall have a radius of 112 to 3/4 inch. The shelves shall slope at 2 percent to the top of the channel. All manhole section joints and pick holes shall be filled with grout and smooth finished outside and inside after installation. 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 submit proposed sealing product literature to the Engineer for acceptance, prior to use. Risers for Type 1 structures shall be sealed and grouted up to 1 .5" below finished grade. The 1 .5" above the grout shall consist of compacted crushed surfacing. Type 2 catch basin structures identified on the plans as 2,4,8,9, 10, and 21 shall have a ductile iron frame and cover, display the word "DRAIN", and shall comply with the following WSDOT Standard Plans: B.30.70-03 Type 2 Circular Frame Ring and Cover For Type I catch basin structures and all other type I I structures, a square frame per Kent Standard Plan 5-4 will be used. One-way vaned grates shall be installed where valley gutter is shown on the plans. All other grates shall be two-way vaned. See Kent Standard Plan 5-5 and 5-6. 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 flexjoints 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" 1 Ave. Drainage Improvements/Schleicher 7 - 3 May 5, 2016 Project Number: 15-3013 Note To Bidders: The project necessitates connection to an existing storm drain manhole at the southern limits of the project. The Contractor shall core-drill into this structure in order to make this connection. Care shall be taken to ensure the integrity of the existing structure is maintained. The connection shall be made permanent and water-tight by installation of a 3000 PSI strength concrete collar with a #4 rebar hoop separated from the pipe by 2" concrete spacers. The concrete collar shall be 2 feet in length and 1 foot in thickness around the entire pipe. Forms shall be placed inside the structure to prevent concrete from entering the structure. All costs associated with this work shall be included in the Contractor's unit bid price for "Catch Basin, Type 2 48 Inch Diameter". During installation of type 2 structures located at station 10+22.30 and station 14+50.32, the Contractor shall coordinate with PSE power representatives to stabilize the adjacent power poles. All costs associated with this coordination shall be included in the Contractor's unit bid price for "Catch Basin, Type 2 48 Inch Diameter". SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(9) 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. 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 1"Ave. Drainage Improvements/Schleicher 7 - 4 May 5, 2016 Project Number, 15-3013 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 1-112 inches of the finished pavement surface. Note: casting adjustments shall be made with cement-based 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. The joint 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 BYADD/NG THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes It shall be the Contractor's sole responsibility to protect the existing storm 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. SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-05.3(6) Storm Drain Stenciling The pavement adjacent to all catch basins and inlets within the project limits shall be marked with a standard pollution prevention thermoplastic form such as the example following: 1"Ave, Drainage Improvements/Schleicher 7 - 5 May 5, 2016 Project Number: 15-3013 '.... No DUMPING ! DRAINS To STREAM The wording shall be placed so that it can be read from the sidewalk or shoulder of the road. Contractor is responsible for purchase and installation of the thermoplastic material. 7-05.3(8) Remove Existing Drywell Existing drywell(s) identified for removal are defined per KSP section 1- 01 .3. The Contractor shall remove the entire drywell and dispose of it off-site at an appropriate facility. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment "Catch Basin, Type 1" "Catch Basin, Type 2 48 Inch Diameter" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, core drilling, concrete collar installation, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay. The unit contract price per each for "Remove Existing Drywell" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing structure as shown on the plans and described in the specifications. The Work shall include but not be limited to: excavation, pavement and concrete removal, cutting and disposing of the pipe, and disposing of the structures. Any frames, grates, or risers shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit contract price per each for "Adjust Existing Manhole Cover to Finished Grade" 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 limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. Adjusting the grade by adding or removing risers, grade rings, or 1"Ave. Drainage Improvements/Schleicher 7 - 6 May 5, 2016 Project Number: 15-3013 sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. "Bolt Down Catch Basin Frame and Grate" "Vaned Catch Basin Frame and Grate" The unit contract price per each for the above items 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 cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Thermoplastic Storm Drain Stenciling" constitutes complete compensation for furnishing all labor, tools, equipment, supplies and materials necessary or incidental to the installation of the thermoplastic storm drain pollution markers and other work as specified. Also see Section 7-05.3(6) and 8-22 of the Kent Special Provisions. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials I 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(1) Foundation Material Class I and I I ...... 9-03.17 1"Ave. Drainage Improvements/Schleicher 7 - 7 - May 5, 2016 Project Number: 15-3013 Fine Aggregate for Trench Backfill ...... 9-03.1 (2)13 Class 2 SECTION 7-08.3(1)A 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 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. 1"Ave. Drainage Improvements/Schleicher 7 - 8 May 5, 2016 Project Number: 15-3013 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 1 '/4" crushed surfacing base course meeting the requirements of WSDOT Section 9-03.9(3). Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with the trench detail shown on the plans. Material shall be in accordance with Division 9 of the Kent Special Provisions. Pipe zone backfill material shall meet the requirements of WSDOT section 9-03.1 (2)B Class 2. 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. 1s`Ave. Drainage Improvements/Schleicher 7 - 9 May 5, 2016 Project Number: 15-3013 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. When crossing under existing water main, the Contractor shall support and stabilize the pipe. The Contractor shall backfill and compact up to 1 ' below exposed water main with fine aggregate for trench backfill. The Contractor shall then fill the remaining area with Controlled Density Fill (CDF) per WSDOT section 2-09.3(1)E if directed by the City's inspector. If the City elects to utilize fine aggregate for trench backfill up to bottom of water pipe, the quantity will be measured and paid as fine aggregate for trench backfill and the CDF bid item will be deleted. 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. Note to Bidders: There are two high-pressure gas mains and one intermediate-pressure gas main in the project limits. When crossing over or under a gas main, the Contractor shall coordinate with PSE's representative to bed and backfill gas mains with gas sand. The gas sand shall be moisture conditioned and compacted to the representative's satisfaction, which may require consolidation by vibration. When crossing any gas main, the Contractor is to coordinate with PSE's representative to properly support/stabilize the main while working around it. The Contractor must also arrange for a PI inspector to observe the Work when working around high pressure gas mains. All costs associated with this coordination and support shall be included in the Contractor's unit bid price for "Pipe Zone Bedding". There are locations where trees and shrubbery exist on private property but overhang onto City right-of-way. These plants shall be trimmed as necessary to complete the project. All trimming shall be done with a saw and cuts must be neat. Care shall be taken to protect and avoid overhead utilities present within trees. Trimming shall not occur over private property. All costs for trimming trees shall be included in the Contractor's unit bid price for "Pipe Zone Bedding". The Contractor must maintain residential driveway access at all times. When storm drain installation obstructs access to driveways, the Contractor shall coordinate with the property owner to ensure convenient means for ingress and egress to and from the property, as well as convenient access to vehicles as determined by the resident. It is the City's assumption that the Contractor will remove all pavement towards the beginning of the project. As the Contractor's installs storm drain, the trench shall be immediately backfilled and compacted. The Contractor shall then match remaining asphalt with 1-1/4 inch crushed surfacing and provide a smooth southbound lane delineated from the north bound lane by installation of orange construction cones along the roadway centerline. The Contractor shall maintain the crushed surfacing lane in goad driving condition until the new asphalt surface is 1"Ave. Drainage Improvements/Schleicher 7 - 10 May 5, 2016 Project Number: 15-3013 i placed. This work shall also include removal of the crushed surfacing course prior to paving. All costs associated with this work shall be included in the Contractor's unit bid price for "Pipe Zone Bedding". SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. 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 transverse cuts are made in pavement for installation of storm lateral pipe, the pavement shall be replaced per Kent Standard Plan 6- 64 and 6-66. All gravel shoulders shall be restored to their original condition and shaped to drain. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement Backfill for foundation and backfill for pipe zone bedding shall be measured by the ton, including haul. Vt Ave. Drainage Improvements/Schleicher 7 - 11 May 5, 2016 Project Number: 15-3013 SECTION 7-09.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, dewatering, loading, hauling, mixing, placing, shaping, and compacting. Reference the trench detail shown on the plans. The unit contract price per cubic yard for "Controlled Density Fill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary to furnish and install the CDF as directed by the City's inspector. The unit contract price per ton for "Fine Aggregate for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the fine aggregate for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for fine aggregate for trench backfill is unknown since native materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. 7-09 WATER MAINS SECTION 7-09.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.2 Materials All water main pipe shall be ductile iron and shall meet the requirements of the following sections of the Kent Special Provisions: Ductile Iron Water Pipe .............. 9-30.1 (1) Fittings for Ductile Iron Pipe ....... 9-30.2(1) The following aggregates shall meet the requirements of the following sections of the Kent Special Provisions: Bedding Material ........................ 9-03.12(3) Foundation Material................... 9-03.17 1"Ave. Drainage Improvements/Schleicher 7 - 12 May 5, 2016 Project Number: 15-3013 C 7-09.3 Construction Requirements SECTION 7-09.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(g) Removal and Replacement of Unsuitable Materials Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance to Section 7-09.3(8) of the WSDOT Standard Specifications except that the foundation material shall meet the requirements of Kent Special Provisions 9-03.17. Excavation and disposal of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. SECTION 7-09.3(9) IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.3(9) Bedding the pipe In most cases, imported bedding is not required for water main installations. The native material shall be worked to form a continuous and uniform trench bottom for all buried pipe. Bedding material shall be tamped in layers around the pipe and to a sufficient height above the pipe to adequately support and protect the pipe, compaction shall be 95 percent of maximum dry density per ASTM D-1557. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material, so as to provide firm and uniform support for the full length of the pipe, valves and fittings. Care shall be taken to prevent any damage to the pipe or its protective coatings. Material larger than 1 112 inch diameter found in the trench shall be removed for a depth of at least two inches around the pipe. When specified, imported bedding material shall be used. All bedding material prior to use shall be subject to the approval of the Engineer. The responsibility for obtaining said approval shall rest solely with the Contractor. NOTE: Pea gravel will not be allowed as a bedding material. Bedding shall be placed 6 inches under and 6 inches over the pipe where, in the opinion of the Engineer, existing material is found to be unsuitable. SECTION 7-09.3(24)A IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-09.3(24)A Flushing The Contractor shall be responsible for disposal of treated water flushed from services and mains. The sanitary sewer shall be the preferred option for disposal of all flushed water. The City shall approve disposal 1 `Ave. Drainage Improvements/Schleicher 7 - 13 May 5, 2016 Project Number: 15-3013 into available sanitary sewers, provided that the rate of disposal will not overload the sewer. All discharges to the storm system shall be tested for total residual chlorine using a portable "HACH" kit or equivalent, prior to discharge. NO DISCHARGE TO SURFACE WATERS OR THE STORM SYSTEM IS ALLOWED AT CONCENTRATIONS OF TOTAL RESIDUAL CHLORINE ABOVE 20 UG/1 (.02 MG/1). (Because the minimum detection limit for this test is about 10 ug/1 (.01 mg/1) under ideal conditions, field testing may lack precision.) Water for testing and flushing, when taken from the City water mains shall pass through an approved reduced pressure backflow valve assembly. This activity must be coordinated with and approved by the City. SECTION 7-09.3(24)M IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-09.3(24)M Chlorinating Connections to Existing Water Mains and Water Service Connections After the new piping has been flushed, pressure tested, disinfected, and all purity test sample results are satisfactory, connections to the existing main can be made. All closure pieces and fittings shall be swabbed with an appropriate chlorine solution (5-6 percent CI), in accordance with AWWA Standard C651 . Maximum length of swabbed section of water main pipe shall be less than 18 feet (1 section of pipe). SECTION 7-09.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-09.3(25) Remove Existing Abandoned Water Main There is a 4" abandoned cast iron water main located adjacent to the proposed storm alignment on West Crow Street (running east to west). The Contractor shall remove the pipe as necessitated to install the storm drain. All exposed ends shall be plugged with 3000psi concrete per WSDOT specifications. SECTION 7-09.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-09.4 Measurement Measurement for payment of pipe for water mains will be by the linear foot of pipe removed. I Ave. Drainage Improvements/Schleicher 7 - 14 May 5, 2016 Project Number: 15-3013 SECTION 7-09.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-09.5 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 lineal foot for "Remove Existing Abandoned Water Main" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to abandon the existing abandoned water main as shown on the plans and described in the specifications. The unit bid price shall include but not be limited to excavation, removal of pipes, concrete blocking, or fittings, plugging and capping the main, backfilling and compaction, The cost to coordinate this work with the City Water Department and to notify affected users of the system such as adjoining businesses and property owners shall be included as part of this bid item. Also included shall be any costs resulting in work that is required to be performed at other than normal working hours. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING. 7-12.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Gate Valves.................... ...............9-30.3(1) Valve Boxes ..................................9-30.3(4) Valve Marker Posts.........................9-30.3(5) Valve Stem Extensions ...................9-30.3(6) SECTION 7-12.3 IS SUPPLEMENTED BYADDING THE FOLLOWING: 7-12.3 Construction Requirements All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid See Section 9-30.3(4) of the Kent Special Provisions for material specifications. 1 Ave. Drainage Improvements/Schleicher 7 - 15 May 5, 2016 Project Number: 15-3013 Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed, at which time the center of each structure shall be relocated from referenced previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.5 1S DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 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 price bid per each for "Replace Existing Valve Box Top Section and Lid" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid and adjust the top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Additionally, all valve boxes shall be cleaned of dirt and debris after adjustment to finished grade has occurred and before final acceptance of the project. This cleaning shall be included in the Contractor's unit bid price for "Replace Existing Valve Box Top Section and Lid". Reference Kent Standard Plan 3-7. DIVISION 7 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 7-14 HYDRANTS SECTION 7-14.2 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Fire Hydrants ........................... 9-30.5 Hydrant Dimensions .................. 9-30.5(2) 1't Ave. Drainage Improvements/Schleicher 7 - 16 May 5, 2016 Project Number: 15-3013 Fire Hydrant Guard Posts ........... 9-30.5(6) 7-14.3 Construction Requirements SECTION 7-14.3(1) IS REVISED BY DELETING THE FOURTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 7-14.3(1) Setting Hydrants After all installation and testing is complete, the exposed portion of the fire hydrant shall be painted with one field coat of metal primer and two coats of oil based white colored paint. The white hydrant paint shall be Farwest Wonderglow Quickset 1100 white high gloss, oil base fast drying paint or equal approved by the Water Department. The Contractor shall contact the Engineer and City Inspector 5 days in advance of replacement of fire hydrants. This work shall also include removal and disposal of the existing hydrant assembly. The existing Tee off the main shall remain. SECTION 7-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-14.5 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 bid price per each for "Hydrant Assembly" constitutes complete compensation for all labor, materials, and equipment necessary or incidental to furnishing and installing fire hydrant assemblies and remove the existing assembly, including, but not limited to: the 6-inch fire hydrant, the 6-inch resilient wedge gate valve, the valve box, the 6-inch diameter ductile iron pipe joining the gate valve to the fire hydrant, connection to the existing main line tee, all costs for shackles, rods, concrete blocking, gravel backfill, painting, guard posts and anything else required for the complete installation and testing of the hydrant assembly as specified. Reference Kent Standard Plan 3-1 . SECTION 7-15 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15 SERVICE CONNECTIONS 7-15.1 Description This work consists of installing the service connections from the water main to the customer's service meter including meter setter; from the customer's service meter to the property or easement line; and where shown on the plans, from the service meter to the customer's service line. Service connections for commercial users as well as residential users are included. V Ave. Drainage Improvements/Schleicher 7 - 17 May 6, 2016 Project Number: 15-3013 This work also includes replacing existing service lines including new service connections, new pipe, new meter boxes and setters as required and relocating meters or combinations thereof. Also included is abandonment and disconnection of service lines being replaced at the City main line. 7-15.2 Materials The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Saddles ................................. 9-30.6(1) Corporation Stops ................... 9-30.6(2) Service Fittings....................... 9-30.6(4) Meter Setters ......................... 9-30.6(5) Meter Boxes........................... 9-30.6(7) Water Meters ......................... 9-30.7(8) 7-15.3 Construction Details 7-15.3(1) General Service lines from the water main to the meter setter and from the meter setter to the property or easement line shall be one piece and at least 1 inch in diameter iron pipe size (IPS). Meter setters shall be of the appropriate size for the size of the meter to be installed and reducing bushings shall be installed when the existing meter size is less than 1 inch. Pipe materials used for service lines shall be Type K copper tubing without sweat joints. Pipe materials used for water service lines on private property, and installed by the customer shall conform to the Uniform Plumbing Code. It is the customer's responsibility to install and maintain the service line between the property or easement line and the facility being served. The Contractor shall notify all customers affected, the City Water Department, and the Engineer at least two working days prior to working on live services. The Contractor is responsible for planning and coordinating its work such that water service will be resumed with the least possible inconvenience to the water users. The location of existing water service laterals and service lines between the water main and the water meter shall be determined and marked in the field or otherwise located by the City Water Department. Unless otherwise approved by the City Water Department, new service lines from the water main to the meter shall be perpendicular to the water main, i.e. the meter ,shall be located directly opposite the corporation stop. 1"Ave. Drainage Improvements/Schleicher 7 - '18 May 5, 2016 Project Number: 15-3013 7-15.3(2) Flushing, Disinfection and Testing All service pipe and appurtenances shall be prechlorinated prior to installation. After installation, the service connection shall be flushed prior to connecting the meter and tested after connection to the meter. 7-15.3(3) Service Connections This work shall consist solely of connecting 1 inch diameter service lines to the water main pipe by installing new corporation stops and service line adaptors at the water main pipe and shall include saddles. Corporation stops and saddles shall be of the size shown on the plans and shall be installed with a 22 degree vertical angle from the water main pipe centerline as shown in the Kent Standard Plans. Direct taps shall not be allowed, a double strapped saddle must be used as shown in the Kent Standard Plans. Particular care shall be exercised to ensure that the main is not damaged by the installation of the service line. 7-15.3(4) Relocating Existing Water Meter Assembly This work shall consist solely of disconnecting and removing the existing meter, setter and meter box (the meter assembly) from their existing location, cleaning the meter assembly, relocating the meter assembly to the location shown on the plans except that the old meter box shall be removed and replaced with a new Olympic Foundry SM 29 meter box, and reconnecting the meter assembly to the service line pipe. Once the service line is disconnected from the existing meter, the Contractor shall immediately cover the end to prevent material from entering the pipe at any time. This bid item is intended to be utilized for all meter boxes and assemblies along 1st Avenue South. 7-15.3(5) Water Service Lines This work shall consist of installing new water service line pipes from the corporation stop at the water main pipe to the water meter setter and from the water meter setter to the water service line. Water service lines shall be the size shown on the plans, but shall in all cases be at least 1 inch in diameter iron pipe size (IPS). Water service lines shall be copper tubing type K and shall be installed with a minimum of 2 feet of cover over the top of the line. Water service line pipes shall not exceed 60 feet in length from the water main pipe to the meter setter. When water services lines are installed for future use, the work shall include a "tail run" section of service pipe two feet long from the water meter setter to the property or easement line. This "tail run" section shall have a union fitting on the end of the "tail run", shall be indicated with a 2 x 4 stake marked with the legend "WATER" and shall otherwise be marked in conformance with Section 7-18.3(5) of the WSDOT Standard Specifications. 1 Ave. Drainage Improvements/Schleicher 7 - 19 May 5, 2016 Project Number: 15-3013 - When new water service lines are to be connected to existing service lines smaller than 1 inch in diameter, the new water service lines behind the meter shall be the same diameter as the service line from the water main to the meter and shall be suitably reduced at the connection. 7-15.3(6) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. All water meters larger than 2 inch shall be provided and installed by the Contractor. The Contractor shall reinstall existing water meters where shown on the plans regardless of meter size, unless otherwise stated in the Kent Special Provisions. Water meters shall be located behind City sidewalks when sidewalks are present or scheduled for immediate construction. If in case the water meter must be located within the sidewalk, as determined by the Engineer, no portion of the water meter box shall be closer than 6 inches to any edge of the sidewalk. In the case when City sidewalks are not present or scheduled for immediate construction, new water meters shall be located 2 feet from the right-of-way or easement line and inside the right-of-way or easement. In all cases the angle stop shall be installed 9 inches below finished grade. 7-15.3(8) Excavation, Bedding and Backfilling Excavating, bedding and backfilling for service connections shall be as specified in Section 7-09-3(10). Bedding of water service lines is omitted and backfill material shall consist of selected materials, as outlined in Section 2-03.3(10), unless otherwise specified in the Kent Special Provisions or directed by the Engineer. 7-15.3(g) Meter Boxes and Vaults Water meter boxes shall be installed directly opposite the main line connection; shall be generally perpendicular to the street; and shall be within City sidewalks when they are present. Meter boxes installed within City sidewalks shall be located so that no portion of the meter box is closer than 6 inches to any edge of the sidewalk. Water meter boxes installed outside of City sidewalks shall be located within the easement or right-of-way with the near edge of the box being 1 foot from the property or easement line and set to finished grade. Water meter boxes are specified for varying meter sizes and for varying locations. Water meter boxes within driveways or other traffic areas shall meet the requirement for a H-20 traffic loading. Water meter boxes within sidewalks shall be concrete or cast iron. Water meter boxes within planting or similar non traffic areas may be plastic. Water meter boxes shall be of sufficient size to contain the water meter. With 1"Ave. Drainage Improvements/Schleicher 7 - 20 May 5, 2016 Project Number: 15-3013 the exception of plastic lids for plastic meter boxes, all lids and covers of meter boxes shall be steel. Water meter vaults shall be adequately sized to contain the meter assembly; shall be set flush to the finished grade; and shall be rated for a H-20 traffic loading unless otherwise shown on the plans. 7-15.3(10) Replace/Abandon Existing Water Service Note to Bidders: Two (2) water service lines may be in conflict with proposed storm drain along West Craw Street. Should they be determined to be in conflict, the Contract shall replace them per these specifications. This Work will include a new corporation stop, saddles and service line; however the existing meter box, setter, and meter shall be cleaned and re-installed. All costs associated with this work shall be included in the Contractor's unit bid price for "Replace Existing Water Service". For service being replaced, the procedure specified above shall be used except that the new service pipe shall be connected to a new corporation stop and the stop turned on. The Contractor shall use reducers as necessary to connect the new service line to the existing meter assembly. SECTION 7-15.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.4 Measurement Measurement of service connections, relocating existing water meters, meter setters, compound meter assemblies, water meters, meter boxes and abandon water service will be made per each. Measurement of new water service line will be made per linear foot. SECTION 7-15.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-15.5 Payment Payment will be made in accordance with Section 1-04.1 , for the following bid items when they are included in the Proposal: The unit contract price per each for "Relocating Water Meter Assembly" constitutes complete compensation for relocation of existing water meter assembly including, but not limited to, removing and cleaning the meter assembly, reinstalling the meter assembly at the location shown on the plans, reconnecting to the service line pipe, all excavation, backfill, restoration, pipe fittings or adaptors, testing, flushing, adjustment to finish grade, and disinfection and testing of the service connection. The unit contract price per each for "Replace Existing Water Service" shall be full pay for performing the work as specified including excavation, backfill and compaction. The Contractor shall expose, shut 1"Ave. Drainage Improvements/Schleicher 7 - 21 May 5, 2016 Project Number: 15-3013 off, and plug the corporation stop at the main, and cap the service line. Bank run gravel, crushed surfacing and asphalt shall be paid under their appropriate contract items. 7-17 SANITARY SEWERS 7-17.3 Construction Requirements SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(1) Protection of Existing Sewerage Facilities The Contractor shall have the sole responsibility for providing and maintaining an adequate sewage bypass system through the project for the duration of the sanitary sewer construction. The adequacy of the bypass system shall be determined by the Engineer and corrected by the Contractor as directed by the Engineer. The connection between the new sewers and the existing sewer mains shall be plugged and tied off to the top manhole step and left in place until the new piping and the plugged manhole have been cleaned, pressure tested, TV camera inspected, and ready for City Council acceptance. 7-17.3(2) Cleaning and Testing SECTION 7-17.3(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)A General All sewer pipe shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe during construction by jet cleaning or flush and pigging as approved by the City. The Contractor shall be responsible to insure that material flushed from sewers are trapped, and do not enter the downstream system. The City shall approve the Contractors method prior to cleaning sanitary sewer mains. The rate of flushing shall be such that the flow will not overload the downstream sewers. The flushing of a sewer main tributary to a lift station shall be coordinated with the Operations Division to insure that the lift station is not overloaded. City water used for cleaning sewer lines is not metered, but shall pass through an approved double check valve assembly. SECTION 7-17.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.6 Payment There shall be no payment for protecting existing sewer facilities. All costs associated with protecting existing facilities shall be included in other bid items. 1n Ave. Drainage Improvements/Schleicher 7 - 22 May 5, 2016 Project Number: 15-3013 7-18 SIDE SEWERS 7-18.3 Construction Requirements SECTION 7-18.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-18.3(6) Existing Side Sewers For sewer replacement projects where side sewer locations have not been indicated on the plans, it shall be the Contractor's responsibility to field verify the location of existing side sewers. Also, the Contractor shall verify the actual location of existing side sewers that are indicated on the plans. Note to Bidders: If a side sewer pipe is found to be in conflict with proposed storm sewer pipe, the side sewer shall be relocated in accordance with these specifications. The Contractor shall notify the Engineer or his representative when a side sewer is discovered in conflict with the proposed storm drain. For the purposes of this project, a side sewer shall be considered in conflict if vertical separation between top of side sewer and bottom of storm drain is less than 1 foot. It is anticipated a TEE fitting will be encountered at the sewer main. The bid item shall include compensation for all bends and fittings necessary to relocate the side sewer. The side sewer shall maintain a minimum 1 .5% degree angle of fall towards the main at all times. Minimum vertical separation between new side sewer and proposed storm shall be 1 foot. Cutting and removing the existing side sewer shall be considered incidental to the Work. Material shall conform to WSDOT section 9-05.13. Joints that connect existing pipe to new side sewer pipe shall be solid-sleeve, mechanical type. No fernco couplings are allowed. The Contractor shall be responsible for calculating the existing angle of the TEE in respect to the main in order to install the appropriate standard bend(s) at the appropriate offset(s) to connect the new side sewer to the existing TEE in its existing orientation. The Contractor shall replace the gasket at the TEE in-kind. No bend shall be greater than 45 degrees. Care shall be taken to prevent crushing of the existing side sewers not in conflict during backfill and compaction of proposed storm drain. Should a side sewer be found to have collapsed after compaction, the contractor shall repair the side sewer per WSDOT and KSP specifications. This Work shall be done at no cost to the Contracting Agency. SECTION 7-18.S IS SUPPLEMENTED BYADDING THEFOLLOWING: 7-18.5 Payment The unit contract price per lineal foot for the side sewer pipe of the various kind and size specified shall be complete compensation for all 1"Ave. Drainage Improvements/Schleicher 7 - 23 May 5, 2016 Project Number: 15-3013 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, shoring dewatering; backfill and compaction, surface restoration, and cleanup. The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; vacuum testing coordination for TV inspection, additional costs for overtime work when working on weekends, and any sewage bypass systems used. 1"Ave. Drainage Improvements/Schleicher 7 - 24 May 5, 2016 Project Number: 15-301 3 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. Note to Bidders: All bid items under bid schedule VI I shall be implemented at the sole discretion of the City except the Contractor shall install inlet protection at all storm drain inlets as soon as they are functional. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ....................................8-01 .3(2)B and 9-14.2 Fertilizer ...............................8-01 .3(2)B and 9-14.3 Mulch and Amendments ..........8-01 .3(2)D and 9-14.4 Tackifier ...............................8-01 .3(2)E and 9-14.4(7) 8-01.3 Construction Requirements I SECTION 8-01.3(l) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. 1"Ave. Drainage Improvements/Schleicher 8 - 1 May 5, 2016 Project Number: 15-3013 All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. SECTION B-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1 . Dewatering Plan 2. Name and contact info for Contractor's CESCL SECTION B-01.3(1) IS SUPPLEMENTED BYADD/NG THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1"Ave. Drainage Improvements/Schleicher 8 - 2 May 5, 2016 Project Number: 15-3013 1 . WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants prohibited 3. City of Kent 2002 Surface Water Design Manual 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(9) Sediment Control Barriers SECTION B-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. 1"Ave. Drainage Improvements/Schleicher 8 - 3 May 5, 2016 Project Number: 15-3013 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 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 price per square yard for "Clear Plastic Covering" (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. 8-04 CURBS, GUTTERS, AND SPILLWAYS SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways The City will provide control staking in accordance with Section 1-05.5(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment "Cement Concrete Transition Curb and Gutter" "Cement Concrete Valley Gutter" "Cement Concrete Extruded Curb" The unit contract price per linear foot for the above items shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. 1"Ave. Drainage Improvements/Schleicher 8 - 4 May 5, 2016 Project Number: 15-3013 8-13 MONUMENT CASES SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 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 each for "Install New Monument, Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the new monument, case, and cover to finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating, backfilling, compacting, surfacing and restoration. Reference Kent Standard Plan 6-72. 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description This work shall also consist of constructing wheel chair ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross-sections shown in the plans and to the lines and grades as staked by the Engineer. SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING; 8-14.3(3) Placing and Finishing Concrete The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After troweling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in Standard plan 6-35M. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. The detectable warning pattern at West Crow Street shall be of the type specified in the plans. 1"Ave. Drainage Improvements/Schleicher 8 - 5 May 5, 2016 Project Number: 15-3013 Note to Bidders. Where residential driveways exist and new sidewalk is proposed, the contractor shall install a #2 rebar grid 12 inches on center both ways that spans the width of the driveway. 1 inch concrete spacers (dobies) shall be used to raise the rebar grid off the ground. All overlaps shall be tied together and overlap a minimum of 6 inches. All clearances from rebar to outside of concrete shall be 1" minimum. All costs associated with this work shall be included in the Contractor's unit bid price for "Cement Concrete Sidewalk". SECTION 8-14.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-14.5 Payment Payment will be made in accordance with Section 1 -04A for the following bid items when included in the Proposal: The unit bid per square yard for "Cement Concrete Sidewalk" constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk 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; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. 2" Crushed Surfacing Top Course shall be paid for under separate bid items. 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. THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING: The Contractor shall preserve the existing mailbox posts for re- installation at the completion of the project. Should the Contractor be unable to preserve the existing mailboxes and posts, new mailbox supports will be required. New mailbox supports are not to be installed within sidewalks or walkways, shall be backfilled with adjacent native material and compacted to the satisfaction of the Engineer. V'Ave. Drainage Improvements/Schleicher 8 - 6 May 5, 2016 Project Number, 15-3013 f 8-21 PERMANENT SIGNING SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. The water over roadway sign at the northern limits of the project shall be removed. The Contractor must salvage the sign and make it available to the City's Inspector. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation It is anticipated the existing stop sign at West Crow Street will interfere with storm drain installation. The Contractor shall temporarily remove the sign as necessitated to complete construction, and provide temporary stop control per MUTCD standards until the sign and post is permanently reset. The Contractor shall salvage the existing base and encompassing concrete for re-installation after storm construction. Should the Contractor fail to salvage any parts of the sign, base, post, mount or hardware, the Contractor shall reset the sign per WSDOT standard plan G-24.20-01 . If the children at play sign adjacent to the alley conflicts with storm drain installation, the Contractor shall remove the sign, dispose of the wood post and hardware, and reset the sign per WSDOT standard plan G-24.20-01 . A new square tube steel post and mounting bracket will be required. See WSDOT standard plan G-50.10-02. The Contractor shall remove the water over roadway sign, dispose of the post, and make the sign available for the City's inspector. All costs associated with this work shall be included in the Contractor's unit bid price for "Removal of Traffic Signs". SECTION 8-21.5 1S SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, dispose, salvage, or deliver the traffic signs shown on the plans and described in the specifications. 15t Ave. Drainage Improvements/Schleicher 8 - 7 May 5, 2016 Project Number: 15-3013 8-22 PAVEMENT MARKING SECTION B.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials All new striping shown on the Channelization Plan shall be thermoplastic per WSDOT section 9-34 Type A. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING 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 BYADDING 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 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. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement White edge line paint stripe, double yellow center paint stripe, RPM'S, stop bar, and object marker shall be included in the lump sum bid price for "Permanent Channelization". 1"Ave. Drainage Improvements/Schleicher a - 8 May 5, 2016 Project Number: 15-301 3 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: The unit contract price per lump sum for "Permanent Channelization" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install permanent Channelization at the locations shown on the Channelization plan and described in the specifications. DIVISION B IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 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. 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, coordination with PSE inspectors, 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: 150 Ave. Drainage Improvements/Schleicher 8 - 9 May,5, 2016 Project Number: 15-3013 '.. 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 PROJECT SIGNS 8-30.1 Description This work shall consist of providing all posts, braces, and hardware and installation and maintenance of City-furnished project signs where shown in the plans or where directed by the Engineer. Contractor shall pick up signs at the City Maintenance Shop on West James Street, telephone 253-856-5600. Contractor shall provide two weeks notice to the Shops prior to installation to schedule pickup. All project signs become the property of the City at the end of the project, and the Contractor shall return project signs to the same facility when so directed by the Engineer. 8-30.2 Materials Sign posts shall be 4 inch x 6 inch Fir. 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 (3) 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 post and bracing shall meet the approval of the Engineer. 8-30.3 Installation Fasten two (2) vertical 4 inch x 6 inch Fir posts 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 signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs as determined by the Engineer shall be deemed noncompliance with this Specification. 1"Ave. Drainage I mprovements/Schleicher 8 - 10 May 5, 2016 Project Number: 15-3013 B-30.5 Payrnent 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 Installation" constitutes complete compensation for furnishing all labor and materials, to pick up sign(s) from the City Shops, installation and maintenance of project sign(s) for the life of the project and removal and delivery of sign(s) back to the City Shops. Failure to adequately maintain and return project signs 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. 1 Ave. Drainage Improvements/Schleicher 8 - 11 May 5, 2016 Project Number: 15-3013 DIVISION 9 - MATERIALS 9-03 AGGREGATES SECTION 9-03.?.2(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 Passing 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. 14(9) 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 Passino 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. Tit Ave. Drainage Improvements/Schleicher 9 - 1 May 5, 2016 Project Number: 15-3013 * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30. 1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1 (1) Ductile Iron Pipe Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Connections shall be mechanical or push-on joint with rubber gaskets unless otherwise specified on the plans. 9-30.2 Fittings SECTION 9-30.2(l) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21 .11 . Flangedjoint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current versionof AWWA standard C1 15/A21 .15. 9-30.3 Valves SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. 1"Ave. Drainage Improvements/Schleicher 9 - 2 May 5, 2016 Project Number: 15-3013 Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. SECTION 9-30.3(6) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(6) Valve Stem Extensions Valve stem extensions shall conform to Kent Standard Plan 3-7. Valve stem operating nuts shall be no shallower than one and one-half (1 1/2) feet. Valves with an operating nut more than 3 feet below finished grade shall have a solid steel valve stem extension rod assembly, with a rock guard, installed on the operating nut. SECTION 9-30.5 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 9-30.5 Hydrants Fire hydrants shall be compression type, break-away (traffic model) hydrants conforming to AWWA C502 except as modified herein. Hydrant types shall be, Clow Medallion, M & H 929, or Mueller Super Centurion. SECTION 9-30.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.5(2) Hydrant Dimensions Hydrants shall conform with Kent Standard Plan 3-1 . Valves and Nozzles — Fire hydrants should have a bottom valve size of at least five inches, one 4-1/2 inch pumper nozzle and two 2-1/2 inch nozzles shall have NST threads, with 1-1/4 inch pentagonal nuts. Painting - Public owned hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #1000 (white gloss alkyd enamel). Private hydrants shall be painted with two (2) coats of Farwest Wonderglow Quickset #X 3472 (case yellow gloss alkyd enamel). SECTION 9-30.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6 Service Connections 9-30.6(1) Saddles The body casting of saddles for service connections shall be of malleable or ductile iron, extending at least 160 degrees around the circumference of the pipe at the maximum range and at least 180 degrees when the saddle is tightened on the water main. The saddle body and/or straps shall be stamped with the size range of the saddle. The saddle shall have a groove for the neoprene or nitril gasket in order to prevent gasket movement. The saddle is to be tapped with an I.P. thread. The "U" straps shall conform to the outside diameter of the range stamped on the saddle. 15'Ave. Drainage Improvements/Schleicher 9 - 3 May 5, 2016 Project Number: 15-3013 I The service saddle shall be manufactured by Smith Blair, Romac, or Mueller. Service saddles shall be either double strapped or stainless steel full circumference band. 9-30.6(2) Corporation Stops All corporation stops shall be Ford ballcorp style. The following Ford model numbers shall be used for the respective sizes stated. Ford Corporation Stops Size Ford Model Number 3/4 inch FB500-3 finch FB500-4 1 1/2 inch FB500-6 2 inch FB500-7 Connection to service pipes shall be by Ford pack joints (Section 9- 30.6(4)) only. SECTION 9-30.6(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(4) Service Fittings Ford Pack Joint Couplings (hereinafter Ford Pack Joint Couplings or Pack Joint Couplings) shall be used to connect the service line pipe to the corporation stop and meter setter at both ends. When the plans call for the installation of a new service line from the water main to the setter and/or new setter, the connection between the new service line on the private side of the setter and the existing private service line the Contractor shall use an adaptor. If the existing service line is long enough to connect to the setter directly without the need of an adaptor, a packjoint coupling shall be used for the connection to the setter. Packjoint couplings shall make a tight and permanentjoint on type K copper tubing or polyethylene plastic pipe as appropriate. Pack joint couplings shall be made of bronze, and shall have a gasket or 0-ring. Fittings used for copper and/or polyethylene tubing shall be Ford pack joint type only. Ford stainless steel stiffeners shall be used when utilizing compression fittings on polyethylene tubing. Insert Stiffeners The following table is a summary of the insert stiffeners that shall be utilized for the respective pipe sizes stated. Ford Insert Stiffeners Size Ford Model Number 3/4 inch Insert-71 1 inch I nsert-72 1 1/2 inch Insert-74 2 inch Insert-75 1"Ave. Drainage Improvements/Schleicher 9 - 4 May 5, 2016 Project Number: 15-3013 Pack Joint Couplings The following table is a summary of Ford packjoint couplings that shall be utilized for the respective pipe sizes and types stated. Ford Pack Joint for Straight CTS Pipe Ford Model Number Male Iron Pipe P.J. for CTS C84-34 3/4 inch 1 inch C84-44 1 inch 1 inch C84-66 1 1/2 inch 1 1/2 inch C84-77 2 inch 2 inch Ford Pack Joint for Pol eth lene Pipe Ford Model Number Male Iron Pipe P.J. for PEP C86-34 3/4inch 1 inch C86-44 1 inch 1 inch C86-66-IDR7 1 1/2 inch 1 1/2 inch C86-77-IDR7 2 inch 2 inch SECTION 9-30.6(5) IS DELETED AND REPLACED WITH THE FOLLOWING. 9-30.6(5) Meter Setters Meter setters shall be manufactured and tested in accordance with all applicable parts of AWWA C800. Meter setters shall have dual-purpose end connections for iron pipe thread male adapters on both ends. The meter setter shall have a brace pipe eye to hold the setter vertical. The setter shall be equipped with an angle shut off valve with padlock wings, and on the outgoing side a check valve to prevent backflow. The check valve shall be spring loaded, of brass and stainless steel construction with a removable back for maintenance purposes. In no case shall residential meter stops be equipped with a bypass. The following meter setters shall be used for the respective size meter setter listed: Meter Setter Size Type 3/4 inch Ford VH72-15W-11-33 1 inch Ford VH74-15W-11-44 1 1/2 inches Ford VBH76-15B-11-66 L/BP 2 inch Ford VFH77-15B-11-77 L/BP I"Ave. Drainage Improvements/Schleicher 9 - 5 May 5, 2016 Project Number: 15-3013 SECTION 9-30.6(7) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.6(7) Meter Boxes Meter box requirements vary with respect to water meter size and location of the meter box. Meter boxes shall be as follows: Meter Box Meter Size Location Type 3/4 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM29 pavements or adjacent to vehicle turning areas Meter Box Meter Size Location Type 1 inch 'Planters Carson 1220-12 Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 1 1/2 inch to 2 'Planters Carson 1730-15 inch Sidewalks, Olympic Foundry driveways, #SM30 pavements or adjacent to vehicle turning areas 3 inch and larger Concrete vaults per Kent Standard Plan 3- 12 All plastic boxes shall be constructed of black polyethylene. Irrigation Box DCVA or PRV Size Type 3/4 inch to 1 inch and Carson 1324-15G all PRV's Green solid lid 1324-2L Extension Boxes - 6 Carson 1324B-1 L inch 1 1/4 inch to 2 inch Carson 1730C-1 B for 15 inch high Carson 1730D-1 B for 18 inch high Green solid lid 1730-P21 SECTION 9-30.6 /S SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 9-30.6(8) Water Meters Water meters 5/8 inch x 3/4 inch to 2 inch shall be provided and installed by the City Water Department. The City Water Department will not provide or set the water meter(s) until the Contractor has obtained V Ave. Drainage Improvements/Schleicher 9 - 6 May 5, 2016 Project Number: 15-3013 the necessary permit(s), paid all associated fees, and receives a request from the project inspector. All water meters larger than 2 inch shall be provided and installed by the Contractor. All 5/8 x 3/4 and full 3/4 meters shall be the short pattern. All water meters regardless of their respective size shall register in cubic feet. The following table is a list of respective meter sizes and meter types. Meter Size Type 5/8 inch x 3/4 inch Invens s SR 3/4 inch Invens s SR 1 inch Invens s SR 1 1/2 inch Invens s SR 2 inch Invens s SR 3 inch to 6 inch Invens s SRH Compound Compound meters for service connections 3 inches and larger shall be installed within a concrete vault and be constructed in accordance with Kent Standard Plan 3-12. After installation of the compound meter, a certified testing laboratory shall certify the accuracy of the meter. A copy of the certification report shall be provided to the Kent Water Department. V Ave. Drainage Improvements/Schleicher 9 - 7 May 5, 2016 Project Number: 15-3013 KENT 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. WATER 3-1 Standard Fire Hydrant 3-10 Service Connection 1" Service i STORM 5-1M Catch Basin Type I 5-2M Catch Basin Type I I 5-3 Misc. Details for Drainage Structures 5-4M 18" x 24" Catch Basin Frame 5-5M 18" x 24" Vaned Grate 5-6M 18" x 24" 2-Way Vaned Grate 5-35 Temporary Stockpiling I STREET 6-33M Cement Concrete Curbs 6-34M Curb and Sidewalk Joints 6-35M Expansion and Contraction Joints 6-52 Intersection/Driveway Sight Triangle 6-64 Flexible Pavement Patching Transverse Cut 6-66 Asphalt Overlay for Roadway Trench Repair 6-70 Mailbox Installation Type 1 and 2 (2 sheets) 6-71 Roadway Barricades 6-72bM Standard Monument, Monument Case and Cover it � . a o Lp I- z Y ��VI W LLI N p MSG o J// oha n Q ,aQ N �w was rr z �/ / cyan wo ' �,., "' '¢ WWI a / wc� Q �n G�Wv �-x r- �� wN I� 2� '�¢ h a n ONE vNi Q w �ti � C'3PH � K W o m�3� a2a z N } l�X� Uu. z _0. - 71 iOKU' � C.WZn Z C W Z� �N 0.'�J ffi n S 2� z� do < *� O 3.0MIN. S LL IIxA W OLj C,'W�L V OS� 2L1No 4 b dWWU� s wirQ Kur nFm- Qzus u> k .r� NQ cn a� Qii O Y Viz ' ewzd az�+ a YgG (Oj�� V w w W 4x0 C7 n JY Cz oj5 ¢Vwm w //. P O Ci ,. civ F� .xb zN�aJ >\ a U dp� a Ij. o N -T.�.� Nw pzo, C7sa o V F- a a wzK ._.r i O to v� QmN yNj n �a � p W d�ii tvtYY ¢zQ W r C- C7 C IL Le V Rri Q �YU` Nz K (" Fm w>O> O z O w}L} O V¢ u .� CJO m w2 S vtN eG z �zsu� 1 � m V' .Nt(j NJ2' aUP CL tij� UZ p >n Edd tZm _ ¢ c awow U w Nx Ci J } U' Q O�U O .4La N fl tl' Z � NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 4'NOMS(VAL s f FRZ, AN IN EE RAN[C DUPLVED F R PUBLIGINAL,SIGNED KED BYTHE FIL V�' .�' ENGINEER AND APPROVED FOR PUBN[CA'fFON SS KEPT ON FILE AT OF WAS rA�f. THE CITY OF KENT.A COPY MAY HE OBTAINED UPON REQUEST. a tiQ Y Sao CITY OF KENT ENGINEERING DEPARTMENT a = ICE Y STANDARD FIRE HYDRANT NOM � N 36296 0. gCTS'PEB DntGNco. ..: K I' 'L� DRAWN syS SCA4E NDNE 5UNDARD PLAN tONAI, .C��f CHECKED.,...,._..J& __... DA79 D1-20t5 3-1 pCMG APPRDYi:S i j ' U u E a W c?i 7 � oz w ro I '^ W S 2 Wy W. �W a V uu C, Cm wII 4 N" oZ"1 A V W h i o � L ,u O w�O 4 Cw7 4 YK- (' VO 0 o j W n aNti �o0 1N3W3SV3 u�m wK re M4 29,n. a bG h.LN3d011d VI p 4 w Y _.._- r�i J w W p= �a o 0 m uW auk U drl ..,Qo W O OW�Ln pS h.S2 ' M g V=i DUI m W a4F W iW-, I I '�'yI• 0u l OA' OC9 �5_ c W r[ M 4t1�1 K Vw uui� �Z W O 2�a ti �tn � W V W '4u Z� • .x w� z 0 W OX eaa z m gi;o0 P Q z �Q m Qcy xo g 4 z � Ill W Z W Q 6 W, m Q N 7 a.W Va2 u NOTE:THIS PLAN IS NOT LEGAL ENGINEERING DOCUMENT BUT a � E� AN ELECTRONIC DUPLICATF.THE ORIGINAL,SIGNED BY THE S {I ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WASII, ' THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. CcO v� 610 p CITY OF KENT ENGINEERING b1tPARTWNT tzy SERVICE CONNECTION ICNT h 21493 0 w .»,»o,a 1" SERVICE cI O,cp STFR DMcNEO_ PMw SCALE -- ... NONE bTPNPARP PLAN ONAL LNG DRAWN—s CHEC%ED _ DA1E Z 1 APPROVED wcr.sen d September 2009 j _.W...�..�....�........� NOTES: I. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH � 14X"TO 9° AASHTO M 199, (ASTM C 478,&ASTM C 890)UNLESS Q�. '"DEPENDING OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT ON FRAME STANDARD SPECIFICATIONS. '.. AND GRATE REQUIRED 2, AS AN ACCEPTABLE ALTERNATE TO REEAR,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 9A 2 `2a' EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS 1k 0' OF 2"MINIMUM. PROVIDE A 1,5"MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. sa 4. ALL IOINTS IN THE BRICKS,GRADE RINGS,RISERS AND CASTINGS SHALL BE SEATED IN MORTAR.PICK HOLES, OR 12" CRACKS AND ANY OTHER JOINTS SHALL BE FINISH GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5, THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE ONE 03 BAR HOOP FOR 6"HEIGHT 6"WEIGHS 200 LEE. LOWEST PIPE INVERT SHALL BE S FEET.DEPTHS GREATER TWO 93 BAR HOOPS FOR 12"HEIGHT 12"WEIGHS 580 LBS. THAN 5 FEET REQUIRE UPSIZING TO A TYPE ll S"TRUCTURE. RECTANGULAR ADJUSTMENT SECTION 6, NON-CEMENTIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. li STATION AND OFFSET POINT WHEN DESIGN AND LAYOUT PROVIDED BY THE CITY OF KENT,UNLESS li OTHERWISE NOTED ON THE PLANS �tiN lypl MORTAR(TYP.) N' 1 3„ INSTALL MAX. 44" MANHOLE 43 BAR "SAD EACH CORNER COLLAR 44 21" WHEN PIPE MIN. TYPE I.E. #3 BAR .. REQUIRES 1W EACH SIDE (TYP,) MORTAR(TYP.) F3 BAR EACH WAY 4" PRECAST BASE SECTION TYPICAL SECTION (WEIGHS 2170 LBS,) i PIPE ALLOWANCES NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENI BUT PIPE MATERIAL MAX.INSIDE -�+ AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DIAMETER -� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT REINFORCED OR Or 1lasxl�T THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, PLAIN CONCRETE 12 , { "�o CITY OF KENT � CNGINE5RING DEP,ARTMCNT ALL METAL.PIPE 15" "d 3829.5K}n�, KgNf CATCH BASIN TYPE 1 SOLID WALL PVC �6� � �5'f`.`.,%' �1� M„NED___..CQK $TAN. D P� S G1 CCK -- - NONE 1 (WSDOT STD,SPEC, 15" SID�ATr �'� DNAWN C9ECKM �,u. DATE M307S _ 9.05.12(1)) ewaEea rJ`1 M j I j CATCH BASIN FRAME AND NOTES: GRATE, (SSEE STANDARD PLANS1, CATCH BASINS TO BE CONSTRUCTED IN AND S--11) 5 6,5 8, 5 10, ACCORDANCE WJ AASHTO M 199,(ASTM C 478, _ AND ASTM C 890)UNLESS OTHERWISE SHOWN x HANDHOLD ON PLANS OR NOTED IN THE WSDOT STD.SPECS, < =sue sn RECTAIVGUI AR ADJUSTMENT SECTION OR CIRCULAR 2, HANDHOLDS IN RISER OR ADJUSTMEN"f SECTION ADJU51'MEI4T SECTIONSHALL HAVE S"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", 3. THE BOTTOM OF THE PRECAST CATCH BASIN I'4AY RISERS (TYP.) 72 84"OR 95" hIORTAR(TYP,) BE SLOPED TO FACILLI AIE CLEANING. f INSTALL i a MANHOLE STEPS OR ADAPTER 4. KNOCKOUTS SHALL HAVE FlWALL T3-IICKNES5 OF r 2"MINIMUM TO 2.5"MAXIMUM.PROVIDE A 1.5" LADD€R 'SANK COLLAR" MINIMUM GAP BETWEEN THE KNOCKOUT WALL (SEE STANDARD WHEN PIPE TYPE AND THE OUTSIDE OF THE PIPE.AFTER THE PIPE 4 PLAN d•5) REQUIRES !, IS INSTALL[[),FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-04.3• _ 5, ALL BASE REINFORCING SI"EEL SHALL HAVE A , REINFORCING STEEL(TYP.) MIN.YIELD STRENGTH OF 60,000 PST ih BE N M CRUSHED SURFACING '. PLACED IN THE UPPER HALF OF THE BASE WITH TOP COURSE PIPE 1"MIN,CLEARANCE. V',e( . 12"ZONE BEDDING 6. PICK HOLES,CRACCS AND ANY OTHER JOINTS SHALL BE FINISHED GROUTED TO PROVIDE A j WATERTIGHT STRUCTURE. (D CORRUGATED POLYETHYLENE STORM SEWER PIPE(WSDOT STD,SPEC.9-05.20) (2)(WSDOT STD.SPEC 9-OS•i2{1}) CATCH BASIN DIMENSIONS Q(WSDOT STD.SPEC.9.05.12(2)) BASE REINFORCING PIPE ALLOWANCES CATCH MAXIMUM MINIh1UM STEEL lnz/ft.IN WALL BASE BASIN KNOCKOUT DISTANCE EACH DIRECTION CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIA THICKNESS THICKNESS SIZE BETWEEN BASIN ALL SOLID PROFILE KNOCKOUTS SEPARATE INTEGRAL DIAMETER CONCRETE METAL CP55P WALL WALL BASE CASE Q PVC 0 PVC I 46" 4" 6„ 3G„ 8" 0.23 OAS 48" 24" 30" 24" 22" 30" � 54" 45' 8" 42" V. 0.19 0.19 54° 30" 36" 30" 27" 36.1 60" 5" 8" 48" 8" 0.25 0.25 60". . . 36" 42". . 36" . 36" 42" 72" 6" 8" 60" 12" 0.35 0.24 72" 42" S4" 42" 1 36" 48" 04.1 B" 12" 72" 12" 0,39 0,29 $4" 54" 60" 54" 36"... . 48" 96" 8" 12° 64" 12" 0.39 0,29 96" 60". . 72" 60" 1 36" 48" i NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THEVA �I 1 d ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT � OFSNI,4,�.I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT UV ~ 'ys.•N • ENfi1NEERWf3 IICIIARTME14T U KENT CATCH BASIN TYPE EI IS` S 'W P S!GNEG COK j �SSIONAL lAON� cRAWNm_._�K aa�eSCALE lasols sTumha© Puw - 5-2M APPROVED ._ e-xewv�a y i #6 BARS @ 7"CENTERS I I . BOTTOM FACE WITH \ . 20"x 24",OR \y �'� 1"MIN. COVER o;` �'0•, 24"DIAM. �`r \I ( 3 .IR Ip.• 2"CLR \ \ TYP, />1A v,y A' " --{ 2"TYP. ONE#3 BAR HOOP FOR 0" I! I TWO#3 BAR HOOPS FOR i N AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING A MINIMUM AREA OF 0,12 SQUARE INCHES PER FOOT MAY BE 95"TOP SLAB L I"MIN. USED FOR ADJUSTMENT SECTIONS. 2 1/2"MAX. 20"x 24",OR RECTANGULAR ADJUSTMENT SECTION #3 BARS b"CENTERS€ 24 DIAM. �` I\ BOTTOM FACE WITH 34 I" MIN.COVER 2"CLR1' �I� TYP.. ... ONE#3 1 20" —{ 2'TYP.. BAR HOOP CIRCULAR ADJUSTMENT SECTION o� 72"TOP SLAB L 1"MIN, / \ 2 1/2"MAX. / 20"x 24',OR f 24"DIAM, #4 BARS @ 6"CENTERS 1 2"CLR. �. BOTTOM FACE WITH 1"MIN,COVER T MIN. TYP. 20" --} 2"TYP. TYPICAL ORIENTATION --T FOR ACCESS AND STEPS 48"&54" TOP SLAB NOTES: 1. SLAB OPENING SHALL 8E 24"X 20" NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT FOR RECTANGULAR AND 24" (�"}_+,� t,. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DIAMETER FOR ROUND, S ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT p4 WAS y l4$r THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. 2, SEE STANDARD PLAN 4-5 FOR STEP, CITY OF Y{EN'i' LADDER AND GRADE RING. in Z ENWINEERWO 0CPARTMENT 3, ONLY ONE STYLE OF CATCH BASIN tai T MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN ACATCH -OP 24493 0� w..xoxorox STRUCTURES BASIN.DO NOT MIX STYLE$. bESIGNm DWH F�.)J flhfA� PRAWN BB sokr NONE STANDARD PIMA ON AL _ OAW II 4 MPR.'VED ' Sepwrnber 2009 i A A '. 5/8"-11 UNC-2B HOLE 24" 22" 31" i 3/r8" T YP. i 3/4" TOP VIEW 18" 7/B"IYP. 11 1 518"TYP. MIN. TI.'1 I I I/,T'77 15/8 3/4,- I_� 17 3/q" i I SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRA14E SHALL BE CAST IRON ONLY,(PER ASTM.A488 CL30 H-20 LOADING), 2, TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. j .c� NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE, HE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATIION IS KFPF ON FILE AT WA THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 00 CITY OF KENT ENOINEERINO DEPARTMENT " 18"X 24" sszss K1N1" CATCH BASIN FRAME �0, � ISTER �� REsisNco_COK BRAWN CNH � Nr1NE STANDARD PLAN .I SIONAL CHEORO DATE /C.zats 5-4M APPROVC6 WIDE" i I l �- 173/4" L i TOP VIEW END VIEW j 13 3/4" t 1/8' r 1 3J8" J - I i/4 R. 1.5 8" ' DIRECTION OF FLOW 1/2 INSET HEX SOCKET 2 3(4° 2 3/4` "/ge 5/16"R. PARTING LINE �^ FRONT VIEW VANE DETAIL "ry NOTES: 1 1/e 3/4" - 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 54, 5/8"-11 UNC-2A 2. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLRN TYPE — STAINLESS STEEL BOLTS COUNTER SUNK FLUSH WITH COVER, SECURINC BOLT " 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTFALL TO STREAM". 4. ALL LETTERING SHOWN SHALL 8E 1/2"AND SHALL BE RECESSED F---1/2" UNLESS OTHERWISE INDICATED IN THE SPECIAL PROVISIONS. S. DUCTILE IRON ASTM A-$36 GRADE 80-55-06 H-20 RATED. SLOT DETAIL i &, GRATE SHALL BE LOCKING, SLOT FORMED AND RECESSED FOR S/8"-11 NC x 2° S.S. SOCKET HEAD(ALLEN HEAD)CAP SCREW. 7, BGDIRECTIONAL VANED GRATES ARE REQUIRED WHEN LOCATED IN A LOW-SPOT, NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. I'HE ORIGINAL,SIGNED BY THE j 5 WAS! ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �tly�,j THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. Em �o CITY OF KENT ENOINEERINO DEPARTMENT IC O T 18" x 24" seise w.nx'..... VANED GRATE 0 EGISTER� .t{4' DESMNED DOtc �`rSIONAL E GA DRAWN COE saa:E NONE srwnnRo PLAN CHAME M J DALE a = C—GJ1I [uaricm AFpROVED�__._-...._ ; I DUMP NO POLUITAN18 OUIFALL TO STREAM ® ,� B 3f4 - TJ� 1 w, SLOT bETAiLj2 - ( SLOT FORMED AND RECESSED FOR 5/8"-11 NC x 2"S.S.SOCKET HEAD(ALLEN HEAD)CAP SCREW, A 1(8" f! _ I5/B' 1(2"INSET HEXSOCKET SEC—NON A-A ! 21/4" """� 15/16" 23 3/4„ DIRECTION OF FLOW „DIRECTION OF FLOW 3 1/2''R. SECTION 8-B 5/18"R. NOTES; LOW POINT 5/8"-1 I UNC-2A STAINLESS STEEL j 1, PROVIDE FRAME SHOWN ON STANDARD PLAN 5.4. SECURING BOLT i 2. FOR THRU CURB INLETS AT LOW POINTS,USE BI-DIRECTIONAL VANED GRATE, 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", "OUTFALL TO STREAM", a ALL LETTERING SHOWN SHALL BE NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT 1/2" AND SHALL BE RECESSED. r+ AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE ��Oj' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. DUCTILE IRON ASTM A-53b THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, GRADE 80-55-06 H-20 RATED. �0� CXTY OF KENT ENGINEERING OtPARTMENT 6. GRATE SHALL BE LOCKING. U + 18% 24" 7. PROVIDE 2.5/B"DIAMETER �� aa2as HT BI—DIRECTIONAL VANED GRATE STAINLESS STEEL ALLEN TYPE BOLTS p.F �'CrST1;ttC4 �� oesicNeO cox COUNTER SUNK FLUSH WITH COVER: '�'i4Sr0A,AL E��l °x^x'" ..cox - SCAL NON¢ STMDMO FLAN 0tlECKE"5 SASE _N42015 g j 0.°PROYED_`..... cvcvecx 5-6M t I j � i I I FOR FURTHER INFORMATION ON STOCKPILING MATERIAL SEE SECTION 2,3,E 24' IAX HEIGHT BURY SHEETING ra'MA,Y,SpACIrVG INTO EXISTING SOIL MINIMUM 4"X4"TRENCH eE7PyE TIRES,SANDBAGS,OR EQUILVALENT EPSI'IC SHEEI`S MAY BE USED TO WEIGHT PLASTIC MAX SPACING SHALL BE 10' CLEAR PLASTIC SHEETING BURY SHEETING SHALL HAVE A MINIMUM THICKNESS INTO EXISTING SOIL j OF 6 MIL, MINIMUM 4°X4"TRENCH i i GENERAL NOTES; t 1.PLASTIC SHEETING SHALL MEET THE REQUIREMENTS OF WSOOT STANDARD SPECIFICATIONS 9-14S, 2, MAXIMUM PERMITTED SLOPE SHALL BE 2H;IV. 3,SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12"AND BE WEIGHTED OR TAPED. I 4,TEMPORARY STOCKPILES SHALL NOT BLOCK THE SIGHT DISTANCES OF i ANY INTERSECTION OR DRIVEWAY. 7 i NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT QSEP AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON PILE AT �� aF WASH, THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CITY CI WENT �NI y f y \f+ ENpFNEERtO DEPARTMENT TEMPORARY STOC KPILING 21493 O � waWxixxrex �D. �F�rSTER� �4;w ncsiauen_ .` ONAI ENS ortnwN —Tau se E uore _ snvuna P W CNECNE6 GATE 5.-35 6YAItmt � MPftGJE6 i 12 t° ✓q '� EPDXY ¢. �- ADHESIVE o FOR FRESH q_ CONCRETE COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: I8 CDMHINED CURB AND GUTTER 30 LB ROOFING FELT,6 MIL PLASTIC '.. OR APPROVED EQUAL 10" 2° 3, ,1/2"� /r - T-D"HAND TROWELED { TAPER SI MON ' 1ryo MIN.- p fi, 0 24" ROLLED CURB SIDEWALK 4"� e MAINTAIN EDGE —� 24„ OF CONCRETE CURB. ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 04G=1 LIP BETWEEN GUTTER AND CURB2/2" n a SLOPF 4 1 12 61, ( 1 12" 6" _{ ADA RAMP DRIVEWAY i 1 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 W. ADJACENT PAVEMENT SLOPE. I12" 4, DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%! `" VARIES 5. FORMS SHALL BE STEEL UNLESS OTHERWISE APPROVED, FORMS SHALL HE SET TRUE TO LINE AND GRADE AND SECURELY STAKED PRIOR TO CONCRETE PLACEMENT. NOTE:THIS PLANTS NOT A LEGAL ENGINEERING DOCUMENT BUT i AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON PILE AT PAVEMENT ��of �A j�,l THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST, EXTRUDED CURB UNDER GUARDRAIL F'E� �� CITY OF KE'NT LTS ENGINEERING DEPARTMENT U z, KENI T CEMENT CONCRETE W......,..«. CURBS ' by 3629E 4 0.d+ �rSTER 4i� oEsicyEo cox 1� DRAWN SP3 SGLE hDHE STANPARO PLAN SSroNaL CAyG CHECKED as DAIL - 6-33M APPROVED �' i FULL DEPTH BOND BREAK MATERIAL; I 30 LB ROOFING FELT,5 MIL PLASTIC OR APPROVED EQUAL CB FULL WIDTH ADA DETECTABLE WARNING SURFACE(TYR) CURB RAMP I PZ OR DRIVEWAY I I 114"WIDE x 25%SLAB '., DEPTH(V'MIN.} CONTRACTION/CONTROL JOINT(FYP,) — 3/8"EXPANSION JOINT(TYP.) CB —SEE KENT STANDARD i PLAN SECTION 5 FOR ADDITIONAL CB GRATE REQUIREMENTS i I 1/4"WIDE x 25%"SLAB DEPTH(1"MIN.J � CONTRACTION/CONTROL30INT(TIP.) LEGEND: A --- ®- BOND BREAK JOINT EXPANSION)DINT _. . '.... ---- CONTRACTION/CONTROL JOINT j FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK-A 30 LB ROOFING FELT,6 MIL PLASTIC 4 OR APPROVED EQUAL s NOTES: SECT ION A-A 1 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 WAILS OR STRUCTURES IN PAVED 114"RADIUS EDGING TOOL.ON SEPARATE POUR AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF CONSTRUCTION AN EXPANSION JOINT CONSISTING OF BOND AASHTO M33(A5TM D994). BREAK JOINT MATERIAL FULL DEPTH SHALL BE PLACED BETWEEN THE CURB OR THICKENED EDGE AND THE 2. AN EXPANSION JOINT CONSISTING OF 1/8"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 I/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 JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR OF ADA RAMPS OR DRIVEWAY WINGS, SEPARATED BY PLANTING STRIP. i 4. CONTRACTION/CONTROL JOINTS NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF V4"WIDE x 25%SLAB.. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE. DEPTH SHALL BE TOOLED INTO 'FRE), ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT CONCRETE FINISH AND SHALL BE MADE OV WA THE THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. IN SIDEWALK AT FIVE FOOT INTERVALS, �� y p CITY OF KENT INTERMEDIATE TO THE EXPANSION tti i, p JOINTS, ENDfNEERIND DEPARTMENT •S. AS ALTERNATIVE AND SIDEWALK JOINTE TO EXPANSION CURB EXAMPLE JOINTS AROUND STRUCTURES, .0 08498 wn+xrxaxax REINFORCING BARS MAY BE EMBEDDED "Ao, '`QlSGTq Dx<�cReo cox IN CONCRETE ON FOUR SIDES OF �' '� 1� Dagwro scs SCALE NOh.E sTauoARo Fuw STRUCTURES. S`�10 AL 11 csFc ED a DA E 6-34M ' i i BROOMED FINISH PERPENDICULAR EXPANSION TO PEDESTRIAN TRAVEL(TYR) JOINT(TYP,) S -. 5{._....._ S SEE DETAIL""" 4"SHINE �, 2 SHINE FINISH FINISH ♦)DEWAl3C WIDTH VARIES .�,�, c�A AV -? .. EXPANSION - JOINT(TYP,) SEE DETAIL`A" PLANTER STRTP \ (WHEN REQ'D) CONTRACTION/CONTROL JOINT(IYP.)SEE DETAIL i \ 55 CURB AND GUTTER .,.�. EXPANSION JOINT h FOR NEW SEWER CONSTRUCTION; \ (TYP.)SEE DETAIL W' STAMP PACE OF CURB WHERE SIDE \ I SEWER CROSSES PERPENDICULAR TO CURB. 3"HIGH LETTERS I/4"DEPTH. I S'MAX, SHINE FINISHSHINE INISH 4„ 4 A' e pq� e'��do,-r}on.�g9,"< 1' o ttsatM1A 4v =oe�'�daAn 2' 3/8'X FULL DEPTH'EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL,15'O.C.SEE NOTE 1 JOINT,5 O.G.SEE NOTE 2 j DETAIL"A" DETAIL.'W' . EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: —PEDESTRIAN TRAVEL DIRECTION- 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL 1 5°ta DRIVEWAY SHINE FINS'-H SIDEWALK 4"CONCRETE PER WSDOT ' n, n am 4"5TD.SPECIFICATION 8.14 = 4 2"CRUSHED SURFACING TOP COURSE " 3/8"x FULL DEPTH CURB,GUTTER AND SIDEWALK CROSS SECTION 6"CEMENT CONCRETE DRIVEWAY APRON AN EXPANSION JOINT GUTTER FOR RESIDENTIAL DRIVEWAYS. MATERIAL,SEE B"REINFORCED CEMENT CONCRETE APRON AND NOTE 1 NOTES: GUTTER FOR COMMERCIAL DRIVEWAYS, I 1, EXPANSION JOINT MATERIAL TO BE 318"x PULL DEPTH AND SHALL BE PLACED AT DRIVEWAY CROSS SECTION j SS'O.C,SPACING,ELASTOMETRIC)DINT MATERIAL SHALL BE IN CONFORMANCE WITH WSDOT STD,SPECIFICATION SECTION 9-04.1(4). 8, ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS j 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 T SPACING. LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE GRADE OFTHE 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 WINS. 4, TORN AND SUB-GRADE INSPECT ION REQUIRED BEFORE POURING CONCRETE, p�. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING OOCUMEtNT BUT ' j� "[ AN'ELECTRONIC DUPLJCATE THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR UBLLICATION IS KEPT ON FILE AT S. EXPANSION JOINTS IN SIDEWALKS AND A CURBS SHALL BE ALIGNED WITH EACH 0� Fr�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, OTHER AND NOT OFFSET, �.I`& CITY OF KENT ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE $HALL BE 1.5%. � � EXPANSION AND I 7. WHERE SIDEWALK CROSSES HYDRANT "dn .�, 38296 4 w��T CONTRACTION/CONTROL JOINTS LATERAL, CENTER 3'WIDE PANEL odl *ISTDMWN' ' �' nEstcNEO coli SCACE NONE STANDARD PUN ACCRO$S LATERAL,USE EXPANSION �SSIONAL C cn eKeo__ees oqr JOINT,SEE KENT STANDARD DETAIL 3-1. 6--35M APPftOV o i n atsLi w ma 1 �2 � inz Qai rw0 0}o; 'm 2' a aLW ado Q o r w S .� — - • � o w I �w`Sa 1 Oxu Ca q b iu w 4 a p it 4 Lq w � Q o i.J !Iii r"Iu O 1 a zcnQz �vrz IIj wGwca m z o o 4n riywa wtil }1"., W-zc t7osm n f oc�ia os � (Dw �o n z F ¢ . 0 r o E i t z Z z3Yn' i a a f a m z w z n VVff c� u m m I ro r`�i m a M U w to w r G r?(� O 6Q``. L1 0.V' ❑ In d' C M M N N O iJ u LL. n D � o) WE D � G / � zw o ln fu o Hn WE o "n O / .y N M m o = 1L ZU j U1(V/�1 m PL Pc` q2P c F Ua O w Itgi G d' M1'l M N N t13 � NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT w �, AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE ! m a o i Ir ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT oF' }'iASt��f. THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT K�NIr INTERSECTION/DRIVEWAY aazsa 9 R4 w..'.°*°. SIGHT TRIANGLE IST DRAWN 6—J�L _. sSTa At t eHe U uate sr'wcaao PLAN APPR £6 " � I I i I a w � w P w7 nd m 7 Q t w z as 1 za � ae 6 Q 88 d tY r t 111 Of N Z ad o .y � Ilk o�; ?� Civ � 2 s a° ¢ � �+• Nam% O N � R "-,2 Na 6 = qQn j w N� Lb W2q i o z ¢ S ¢ Wgi ONII+ �Z 4 V d z a u N w y p 4 6t-MiN. �o `�i-' N. : O F w 4 d Itl c 6m u N God+ F-r sr n. W rva F n z sri so r: ci i i t pSFP 5 � NOTE;THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT j WASy '�q AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BYTHE - �C�. ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT mP �' 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. W3 CITY OF KENT ENGINEERING DEPARTMENT RFc 1495R�d 4� FLEXIBLE PAVEMENT PATCHING pFFQNAt�����\�F iCAt7 TRANSVERSE CUT RESIGNED -.DWH SCALE N6NE STANDARD PLAN i DRAWN DB t CHECKED DATE CC A APPROVED [xmmttn V V't Sopw bet2DGa - 100'MIN.(70'MIN.) .—. 100'MIN,(70'MIN.) ( ', 0+ 5U' SO'(35'MIN.) 5W(35'MIN.) 35'MIN. A—+— 13S M[N.) "CURB J f � TRENCH CURB ASP!JALTOVERLAY ASPHALT A FULL LANE WIDTH(TYP.) OVERLAY TRENCH \/EDGE OF PAVEMENT - LANE LINES 100'MIN.(70'MIN_) 50 (35'MIN.) CURB I 2' MIN, I T MIN... ',.... 50'(35'MIN,) TRENCH ASPHALT OVERLAY CURB EDGE OF PAVEMENT FULL LANE WIDTH (TYP.) PLAN VIEW it o THOROU ALL EDGES i 2HLYTACK "GRIND AND OVERLAY w FULL LANE WIDTH(TYP,) o a 1 SEE STANDARD PLAN 6-64 OR 6-65 NOTES! I �----,� 1. PHIS STANDARD APPLIES TO ALL CUTS TO ARTERIAL STREETS, SECTION A•A TRENCH SEE STANDARD SEE SECTION 6.16.DIMENSIONS IN PARENTHESIS APPLIES TO PLAN 6-65 OR 6.68 ALL OTHER STREETS, '.. I 2. OVERLAY AREA MAY BE MODIFIED BY THE ENGINEER ON OLDER PAVEMENT DEPENDING ON CONDITIONS OR SCHEDULED CONSTRUCTION/MAINTENANCE. �SF�p _ S Z NOTE:THIS PLAN TS NOT A LEGAL ENGINEERING DOCUMENT BUT 3. ADJUST ALL UTILITY CASTING TO FINISH o� WAS1.�� '�q AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE GRADE AND RESTORE CHANNELIZATION 0 eo -` 'I'c� uJ ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON TILE AT AND LOOP DETECTORS, ti S°j z THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 4. ON PRINCIPAL AND MINOR ARTERIALS - CITY OF KENT I, ENDINEERINO DEPARTMENT TI4E OVERLAY LENGTH MAY BE MODIFIED .qq TO ISO'(MIN.) y� 4'F2140 �rk9 �w� ASPHALT OVERLAY FOR �F G\\a 1ENT ROADWAY TRENCH REPAIR S. UTILITY PATCHES WITHIN 75 OF EACH kNAL OTHER SHALL BE TREATED AND REPAIRED DESIGNED aww AS ONE PATCH. DPAWN ea $ N0 E sra+DARa PLAN CHECKED _-_ DATE - G,,,•,GC APPROVED iNq.VflR V VV VV Septemhor 2009 i EDGE OF VARIES TURNOUT 6°TO 12" 0 FACE OF VARIES CURB 6'TO 12" I z¢ WOOD OR STEEL POST s OAT MAX,STEEL (STEEL POST SHOWN) N ro TUBE I C V j j I _ I CURB N ANTI-TWIST PLATE,SEE WSDOT STANDARD ANTI-TWIST PLATE, SEE WSDOT PLANS H-70,10-00(TYP) STANDARD PLANS ' TYPE 1(STEEL POST OPTION) TYPE 1 INSTALLED BEHIND CURB EDGED TURNOUT VARIES 6 BACK OF "TO 12x SIDEWALK VARIES _ 6"TO 12' 4"z 4°h1AX. z WOOD OR STEEL POST WOOD POST (STEEL POST SHOWN) E � � v � SIDEWALK -rr ANTI-TWIST PLATE, SEE W5DOT I�A l STANDARD PLANS TYPE I(WOOD POST OPTION) TYPE i INSTALLED BEHIND SIDEWALK NOTE,THIS PLAN IS NOTA LEGAL ENGINEERING DOCUMENT BUT `> o� WASy, AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE C.�1ti ti yc� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ti trt ax 0 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, NOTE, CITY OF I[EUTT' ENOINCtAING DEPARTMENT A. ALL LOCATIONS TO BE APPROVED q R 21493 p c� MAILBOX INSTALLATION BY THE POSTMASTER, Pn F�tSTER� �w F KENT TYPE 1 AND 2 wx.x.arox 5NEET 1 OF 2 - 2. SEE WSOOT STANDARD PLANS H-70.10-00 AND H-70.20-00 FOR nEsinSm nw — SCALE a STANDARD PLAN OPAWN BB DETAILS. OPIECKCO DATE. APPROVED September 2©09 3 VARIES ' 45" TYPE OF 6" " N SUPPORT ., 6 VARIES +n TYPE I BARRICADE TYPE II BARRICADE SANDBAGS FOR ADDED STABILITY i MOVABLE(TEMPORARY) TYPE III BARRICADE I BOLTS:2 PER JOINT 1/2"X 3"LAG SCREWS BOARDS: NOTE: GALV. 8"X 1"OR 12"X 1" FOR DIMENSIONS NOT SHOWN,SEE TABLE. ',... b ry Z 1 45° cQv Q 6" ��'`.� 6" `.' Y 1' VARIES Z MIN. iv (TYP.} POSTS:4"x 6"MIN.PRESSURE TREATED BARRICADE NOTES: OR CEDAR PAINTED WHITE. TYPE I Ii III FIXED 8"MIN. 8"MIN. all MIN..(PERMANENT) WIDTH OF RAIL 12"MAX. 12"MAX. 12"MAX. TYPE III BARRICADE LENGTH OF RAIL T MIN. 2'MIN. 4'MIN. HEIGHT 3'MIN. T MIN. 5'MIN. DEMOUNTABLE LIGHT"A" POST OR STRIPE NOTES: TYPE OF FRAME OR HEAVY"A" 'FRAME SKIDS I FLEXIBILITY MOVABLE PORTABLE MOVABLEOR -ORANGE&WHITE IF TEMPORARY.RED PERMANENT &WHITE IF PERMANENT, QP S +Z NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCOMENT BUT -REFLEC70RIZED "� of WAsyry'� AN ELECTRONIC DUPLICATE,THE ORIGINAL,SIGNED BY THE C+ �� 61 ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT -SLANT DOWNWARD,RIGHT OR LEFT,IN O ti4 Ia! z 0 THE CITY OF KENT,A COPY MAY BE OBTAINED UPON REQUEST. DIRECTION TRAFFIC WILL PASS,SLANT BOTH DIRECTIONS FROM MIDDLE "�` � CITY F KENT TRAFFIC PASSES BOTH ENDS.WIDTH ENGINEERING O D6PARTMEh7 H 6" k"' 22495 EXCEPT 4"IF RAILS ARE LESS THAN 3' RF ,�kD t4' TANG, p� GIsTe �� KENT ROADWAY BARRICADES -SLANT DOWNWARD TO MIDDLE AT END OESIGNW SCALE NONE SWARD PLAN OF CLOSED ROAD. DRAWN_ Elfl DAM - 6- 71 SEE MUTCb SEC.fiF,63 APP °" September 2009 i NEW FINISHED GRADE —NEW FINISHED GRADE ASPHALT PAVEMENT 8 7/8""DIA ASPHALT PAVEMENT f i` 8"DIA, J TACK TACK COAT(TYP.) " 7"DIA. COAT(TYP.) ti "OLD FINISH' OLP FINISH— r "GRADE.< "a GRADE, a :a CONCRETE,: ASPHALT PAVEMENT PAVEMENT 4 a \ C CASE > MONUMENT 11=11I -TI�-�IIILIiIL �I(I�Ilfi� lif -��AnvEMA7ERtAL I��-I�liil—III-I1�lIF� If�{II� j SECTION j I 7"RISER RING DIMENSIONS i NOTES; (SII i 1/2' Z" I. MONUMENT CASE RISER-OLYMPIC FOUNDRY,PART NO, 14-6215(THIS REPLACES THE SATHER MFG,RISER)ORI, PRE-APPROVED ALTERNATIVE, 2. MONUMENT CASE COVER-OLYMPIC FOUNDRY,PART NO. 14-6211(THIS '.. REPLACES THE SATHR MFG,COVER) OR PRE-APPROVED ALTERNATIVE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT ELECTRONICv AN THE ORIGINAL,SIGNED 1THE CASTINGS SHALL BE GRAY-IRON or W$�.�� ENGINEER AND APPROVED FOR UBLLICATION IS K B KEPT ON FILE AT CASTINGS,ASTM DESIGNATION A-48, ��'�� d��y THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST, CLASS 30.TIIE COVER AND SEAT SHALL CITY OF KENT BE MACHINED$O AS TO HAVE PERFECT 'y' ENGINEERIND DEPARTMENT CONTACT AROUND THE ENTIRE _- CIRCUMFERENCE AND FULL WIDTH OF * 7" DIAMETER MONUMENT BEARING SURFACE, 38296 �� w � CASE RISER 4. CONCRETE SHALL HE CLASS 4000. o�'��S NAL �tyG4� D,vAwum K '- SCA€E._.__NO� Srmnmo pm C CkED— JAN ' S. PAVEMENT SHALL BE AS SPECIFIED, - DATE "` M mom 2016 6 I—72b R+ APPROVED „_ i WSDOT STANDARD PLANS I DRAINAGE STRUCTURES AND HYDRAULICS B-30.70-03 Circular Frame (Ring) and Cover B-55.20-00 Pipe Zone Bedding and Backfill SIGNS AND SIGN SUPPORTS G-24.20-01 Steel Sign Support Type AS Installation Details G-50.10-02 Sign Bracing (2 sheets) 1-"Ave. Drainage Improvements/Schleicher A - 2 May 5, 2016 , Project Number: 15-3013 v � w10•tJ.P v 'Ci m � ® � g t � c acdo� E `2' S d �Q oddm yw 'S' $ Em oF�°a c wE Y� fro 4Q9 � w `k �m an c ® am my 'd $ �6j eQS Z o coo $ �'y EvN«� t� mr iiis .91R= III 4R� ;� B a Uk Em vdmdW `� ° o` rn oc o0 00 0 dC mCryN� NFL NdpiJ � W v ov'e° d �h Z � N ei V N ro F W U N m 2 �rar '�H$G LLLL�Fpp j °Ky4 a°m 89 m o a aorul w m o _ ormi m N BIIZ = p � O IKYY1 ZlHi ?� W w ., 'ow rc s a o 0 .e¢z jc III t m t r m 9 t N W� W y i a o z A r •� [5 A w w � y w $ U ¢ �{I a k .e m OwG WZ ex w .Zl<<1 414 v 2 .ors S Q .b1E �l �z0 w m m ..bill .BIE J� o � m .e l aao�,u vsn :ae wvma 2 V! o o w ®lu LLLLI w o e o a N N m a 3Y07 3dld b� PRO d Q ® O G to m _ F �1►r 0 0 o Ym �S 3518%SB r N ej C VC -2 a a P 5 �r S WZm Z W W n w IL Z N w Q c p v N v oComm e_ 2 N �+� V c, W J W J v v U tL Z E Ir y g Q Q O J wu x 0 LL h R d y ON Z. Q U p d WS a ¢a C O 3NOZ Auld w oZ p Ow Z 3N0U2O3dl=_ 9 - 3N023d1d O W a .9 Ye05 'M�9 .9 _ O W m O� f, m o0rp o, rc y O ❑ u SOO�y W�` � tt N OO L 111 oz U az W um a Yp OI- Z'n ¢WN O m O mZ �wz 0 Hv m0 Q OV N ZN O m0 m V z o fl m `° c c BggN N 0 mE 1. o w a d o w utiQp N CN ryWL1] O m 2 5 y NZzZIUO OIL N m $� VCIL t�� a m no ._. �ia��Dtr o-w s5 ui � x g S w wpyO,`� � m^' ° ° Or P oFO to Nola 't6ryo ym' .k' N LU `g�c$ 12 — m (g N Y Z m �3 w um Ho' 'mom N F w r Dam no°iv.°r. iiv u°_� V1 S N Cl 9 J m J N N N Qrb taw on=@ > KQl F O N d Z Po ig tit 6 U p}T uy�r"J W m W U� 2ry <LL Fy O U 4 pp-2 F(/� O iQ WN 6 6 WWi N� z z N N Om O J 'a m 63WtlA S31WA i` z F- ww J �y 6 6 z y �z 3N o� mi 0. 4 u OLL j NO Zm �Sw 03� O of V OH O ✓mJNO wo S 310N 338 w 1H9I3H 1SOd.LH. mi mw , a < > 3ow KKK nNN Z ':..i.. 0 t J W ,I OL'OLJNtlId'Ol6 333 � w Z Ippo^ W dz U6o O ppW K=p � tN W2Z_ 2Kf'GZ WN ZKJ �ZNJ LLN N ZWWd i OLOJAO vsn AS WM a vv N y c c a co mcm �m Egy NVo c2mPRE a N,y, �y" 8c! ac ^ §smv _ VML £j YdyYu c me�N �cn Saba . 3Wa m Cc L,. F L�N�CN V11Ui�i NtSI'C« QFI LS %� 4L0 O N 10 4 1 m m duo - QN �FZy w a�a �m3V y �w5 no ¢x o g oy� sw DO g z a so m �z �oldold�a u oo. N oN z o YfG p6pLL[ WE p Am, F N N W W ZW W ��IIC� QC y vi AZd.ZN V1 z cs � U � rc � Ew aU f Z N y�i p1U 0 Q n mW� g oz € O W WO n � � g y � F 'P AOMI"94 09 NMtl O a39atll 1HOI3H NOIS 1H913H 1HO3H 1HO13H 1H013H NOIS fII N019 G4 NOIS fll NOIS 36 I Z IIl w� �9gN! Z y m 4 Q 188 m � 1 DOH NOIS .V NWI SSM 1HS19H NOIS LIOI3H 1HOW" 1HOI3H NOIS FlL NOIS ZIL Z NSIS Z6 (� Z 9 U1 N Z K ) ? K = K ✓n Z Q Z6 3 � _.... Z � ¢ Q � p N z 3 ° O rc o i N Z Qg � 2 IL 6 ' LL C G 1HOBH NOIS Q 1HO13H NOIS MIN NOIS ZIL� 1 IS1311 1HO19H NOIS NOISM 1HOOH 2 Y, Z lS NOIS ZIL y b C 2 I K x O a W Z [t j y 0 W y O Z6 z Z O N L w ¢ �0 � 3iy�bw a g —y3 O m �U a� ° z s z sxs a � z Z - g°- n x w O a � W �� n Q % I Z o Y J WJ ° Z p QN ! W gym— OW q £ V' ZU' O o O 2 O � g ✓� ' N 6 W W W W W K _ U C 0 W a Y11 m F N 4 D d O q N R' 6 F m FW o m m ,�Qry 6a m 00 m mN pN > a N O �N z'N O LLti � I � I 113UG11 Na3A:AS WM El I 1"Ave. Drainage Improvements/Schleicher A - 3 May 5, 2016 Project Number: 1 5-3013 rn fflW Q F_ LEGEND R9-9 (7 5 r SZ SIGN LOCATION (TYPE 11 BARRICADE) GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS. 2. PRIORITY PASSAGE THROUGH WORK AREA FOR ! SIDEWALK EMERGENCY VEHICLES SHALL BE PROVIDED AT CLOSED ALL TIMES. 3. "NO PARKING" SIGNS SHALL BE IN PLACE R9-9 ON TYPE 2 BARRICADES, TWO CALENDAR DAYS IN ADVANCE OF START OF WORK. 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A I WORK VEHICLE. 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH. 6. ALL SIGNS 48"x48" B/O UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVCES ARE STANDARD TRAFFIC CONES. 8. ALL SPACING MAY BE ADJUSTED TO !, W CROW ST ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS. 9. CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES 7 DAYS IN ADVANCE OF START OF WORK. 10. CONTRACTOR SHALL ALERT KENT SCHOOL DISTRICT AT (253) 373-7442 5 DAYS IN ADVANCE OF START OF WORK. i I 2016 1ST AVE S DRAINAGE PROJECT CITY OF KENT SCALE Ns EXHIBIT ENGINEERING DEPARTMENT IATE pPRIL 2016 WALK LEGEND a SIGN LOCATION (TEMPORARY MOUNT) EU TEMPORARY TRAFFIC ' (TYPE III BARRICADE) A0.1D 0D9D WAD Txpu mATRc aOMD R11-4 RIt-2 W GROW ST GENERAL NOTE, IQRL ag 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT I SPECIFICATIONS. a < 2. PRIORITY PASSAGE THROUGH WORK AREA FOR a m EMERGENCY VEHICLES SHALL BE PROVIDED ATALL TIMES. m DETOUR 3. NO PARKING'SIGNS SHALL BE IN PLACE uH9IR) ON TYPE 2 BARRICADES, TWO CALENDAR DAYS IN ADVANCE OF START OF WORK. 4. PR07ECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE. 5. DEMCES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH. 6. ALL SIGNS 48"08°8/0 UNLESS OTHERWISE SPECIFIED. 7. CHANNEUZATION DEMCES ARE STANDARD TRAFFIC CONES, 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS I AND/OR DRIVEWAYS 9. CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES 7 DAYS IN ADVANCE OF START OF WORK. 10. CONTRACTOR SHALL ALERT KENT SCHOOL I DISTRICT AT(253) 373-7442 5 DAYS IN ADVANCE OF START OF WORK. oETDUA D1 DETOUR 5 259TH ST 1 2016 1ST AVE S * DRAINAGE PROJECT 1pne�,�e,m� CITY OF KENT SCALE NTS E%HIBR ENGINEERING DEPARTMENT DATE _ APRIL 2016 CLOSED zS qGIVY08 OZM OV Ntl GV Z NYI 3N0 � W zS a VL-OZM F_ LEGEND Tn SZ SIGN LOCATION GENERAL NOTES: (TEMPORARY MOUNT) 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD AND CITY OF KENT SPECIFICATIONS. FLAGGER LOCATION 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT . TEMPORARY TRAFFIC ALL TIMES. CONTROL DEVICE (CONES) 3, "NO PARKING' SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES, TWO CALENDAR ° DAYS IN ADVANCE OF START OF WORK. 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE. . NOTE: 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT / LANE OR PATH. ° Standard warning sings must also be 6. ALL SIGNS 48"x48" B/O UNLESS OTHERWISE used to warn of the actual roadway SPECIFIED. ° condition. 7. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC CONES. W21-801 "ABRUPT LANE EDGE" 8. ALL SPACING MAY BE ADJUSTED TO W8-2001 "GROOVED PAVEMENT' ACCOMMODATE AT GRADE INTERSECTIONS W8-1 "BUMP' AND/OR DRIVEWAYS. 9, CONTRACTOR SHALL ALERT AFFECTED �. RESIDENTS AND BUSINESSES 7 DAYS IN ` I ADVANCE OF START OF WORK. 10. CONTRACTOR SHALL ALERT KENT SCHOOL / DISTRICT AT (253) 373-7442 5 DAYS IN ADVANCE OF START OF WORK. W CROW ST + a b a 0 N N W20-7A O p O w I V D ONE I'M NOAD ACCORDING TO ROW 47.36.200, ANY All ROAD PROJECT WHERE THERE IS OR WILL BE GROOVED PAVEMENT, ABRUPT LANE W20-4 OTORC EDGES, STEEL PLATES, AND/OR j SE ExTREM GRAVEL-EARTH SURFACED ROADWAYS, AU110 SHALL DISPLAY THIS SIGN IN BOTH ROAD DIRECTIONS IN ACCORDANCE 0111 THE YZ WORK MUTCD AND STATE AMENDMENTS. AHEAD W20-1 ROAD TYPE BETWEENNSIGNS 2016 1ST AVE S URBAN DRAINAGE PROJECT 25/30 MPH 200 FT XFNT CITY OF KENT gceir Hs ExHIBR ENGINEERING DEPARTMENT DAB APRIL 2016 FLAG I '. OV9Htl WW NNOM aV08 � I ' r GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO LEGEND THE MUTCD AND CITY OF KENT SPECIFICATIONS. SZ SIGN LOCATION 2. PRIORITY PASSAGE THROUGH WORK AREA FOR (TEMPORARY MOUNT) I EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES. • TEMPORARY TRAFFIC 3. "NO PARKING' SIGNS SHALL BE IN PLACE ON TYPE 2 BARRICADES, TWO CALENDAR CONTROL DEVICE (CONES) DAYS IN ADVANCE OF START OF WORK. 4. PROTECTIVE VEHICLE RECOMMENDED—MAY BE A WORK VEHICLE. NOTE: 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANE OR PATH. Standard warning sings must also be 6. ALL SIGNS 48"08" B/O UNLESS OTHERWISE used to warn of the actual roadway SPECIFIED, condition. 7. CHANNEUZATION DEVICES ARE STANDARD TRAFFIC CONES. W21-801 "ABRUPT LANE EDGE" 8. ALL SPACING MAY BE ADJUSTED TO WB-2001 "GROOVED PAVEMENT" ACCOMMODATE AT GRADE INTERSECTIONS Wg-1 "BUMP" AND/OR DRIVEWAYS. 9. CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES 7 DAYS IN ADVANCE OF START OF WORK. 10. CONTRACTOR SHALL ALERT KENT SCHOOL DISTRICT AT (253) 373-7442 5 DAYS IN ADVANCE OF START OF WORK. W CROW ST r/ a o o • f i ' ACCORDING TO RCW 47.36.200, ANY ROAD PROJECT WHERE THERE IS OR WILL OiORC BE GROOVED PAVEMENT, ABRUPT LANE SE EKIREM EDGES STEEL PLATES, AND/OR AUHO GRAVEL-EARTH SURFACED ROADWAYS, SHALL DISPLAY THIS SIGN IN BOTH • W21-5 DIRECTIONS IN ACCORDANCE WITH THE MUTCD AND STATE AMENDMENTS. SHOULDER W MtK DISTANCE RO>RK ROAD TYPE BETWEEN SIGNS Q WO AH URBAN 200 FT -1 '. 25/30 MPH 2016 1ST AVE S DRAINAGE PROJECT CITY OF KENT s NS IXHIBII ENGINEERING DEPARTMENT DAB APRIL2016 SHLD I"Ave. Drainage Improvements/Schleicher A - 4 May 5, 2016 I Project Number: 15-3013 Page 1 of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workers 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: 05/24/2016 Count trade Job Classification Age Holiday Overtime Note King iAsbestos Abatement Workers Journey Level $43.95 5D 1H King Boilermakers Journey Level $64.29 5E 1C King Brick Mason Journey Level $52.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $52.82 5A 1M King Building Service Employees Janitor $22.09 5S 2F King Building Service Employees Traveling Waxer/Shampooer $22.54 5S 2F King Building Service Employees Window Cleaner (Non- $23.99 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $26.78 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $54.02 5D 4C King Carpenters Bridge, Dock And Wharf $54.02 5D 4C Carpenters King Carpenters Carpenter $54.021 5D 4C King Carpenters Carpenters on Stationary Tools $54.15 5D 4C King Carpenters Creosoted Material $54.12 5D 4C King Carpenters Floor Finisher $54.02 5D 4C King Carpenters Floor Layer $54.02 5D 4C King Carpenters Scaffold Erector $54.02 5D 4C King Cement Masons Journey Level $53.95 7A 1M King Divers 8 Tenders Diver $107.22 5D 4C 8A 'h King Divers 8 Tenders Diver On Standby $64.42 5D 4C King Divers Et Tenders Diver Tender $58.33 5D 4C King Divers Et Tenders Surface Rcv Ft Rov Operator $58.33 5D 4C King Divers & Tenders Surface Rcv It Rov Operator $54.27 5A 4C Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers lAssistant Mate (Deckhand) 1 $56.001 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 SD 3F h}tnc //fn r}rccc n�> nnv/Ini/ ni>nolnn Lein/nrvlA!>nolnn Lim >cnv C/r/7ni r, Page 2 of 17 King Dredoe Workers Leverman, Hydraulic $58.671 51) 3F King Dredge Workers Mates ]$56.44 5D 3F King Dredge Workers Oiler 56.00 5D 3F King D all A licator Journey Level $54.02 SD 1H King Dryhall Tapers Journey Level $54.07 5P 1E King Electrical Fixture Maintenance Journey Level $27.24 5L 1E Workers King Electricians - inside Cable Splicer $69.77 7C 4E King Electricians - Inside Cable Splicer (tunnel) $74.95 7C 4E King Electricians - Inside Certified Welder $67.4 77C 4E King Electricians - Inside Certified Welder (tunnel) $72,371 7C 4E King Electricians - Inside Construction Stock Person $37.941 7C 4E King Electricians - Inside Journey Level $65.05 7C 4E King Etectricians - Inside Journey Level (tunnel) $69.77 7C 4E King Electricians - Motor Shoo Craftsman $15.37 1 lKing Etectricians - Motor Shop Journey Level $14.69 1 King Electricians - Powertine Cable Splicer $74.92 5A 4D Construction King Electricians - Powerline Certified Line Welder $65.71 5A 4D Construction King Electricians - Powerline Groundperson $44.12 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $65.71 5A 4D Construction Operator King Electricians - Powertine Journey Level Lineperson $65.71 5A 4D Construction King Electricians - Powertine Line Equipment Operator $55�345A 4D Construction King Electricians - Powertine Pole Sprayer $65.71 5A 4D Construction King Electricians - Powerline Powderperson $49.16 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $85.45 7D 4A King Elevator Constructors Mechanic In Charge $92.35 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $16.55 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Elagaers Journey Level $37.26 7A 31 King Glaziers Journey Level $56.16 7L 1Y King Heat It Frost Insulators And Journeyman $63.18 5J 1s Asbestos Workers King Heating Equipment Mechanics Journey Level L$45 7F 1 E King Hod Carriers Et Mason Tenders Journey Level 7AKing Industrial Power Vacuum Journey Level Cleaner King Inland Boatmen Boat Operator 5B 1K King Inland Boatmen Cook 5B 1K https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aslDx 5/5/2016 Page 3of17 King Inland Boatmen Deckhand $53,301 5B I 1K King Inland Boatmen Deckhand Engineer $54.32 5B 1K King Inland Boatmen Launch Operator $55.57 5B 1K King lntand Boatmen Mate $55.57 5B 1K King Ins ep ction/Cleanine/Sealing Cleaner Operator, Foamer $31.49 1 Of Sewer & Water Systems BV Operator Remote Control ;King Inspection/Cleanine/Sealin2 Grout Truck Operator $11.48 1 Of Sewer & Water Systems By _ Remote Control King Inspection/CleaninglS eating Head Operator $24.91 1 Of Sewer &Water Systems BV Remote Control King Inspection/Cleaning/Seating Technician $19.33 1 Of Sewer & Water Systems BV Remote Control King Inspection/Cleaning/Sealing Tv Truck Operator $20.45 1 Of Sewer & Water Systems By Remote Control King Insulation Applicators Journey Level $54.02 5D 4C King Ironworkers Journeyman $63.53 7N 10 King Laborers Air, Gas Or Electric Vibrating $43.95 7A 31 Screed King Laborers Airtrac Drilt Operator $45.32 7A 31 King Laborers Ballast Regular Machine $43.95 7A 31 King Laborers Batch Weighman $37.26 7A 31 King Laborers Brick Pavers $43.95 7A 31 King Laborers Brush Cutter $43.95 7A 31 King Laborers Brush Hog Feeder $43.95 7A 31 King Laborers Burner $43.95 7A 31 King Laborers Caisson Worker $45.32 7A 31 King Laborers Carpenter Tender $43.95 7A 31 King Laborers Caulker $43.95 7A 31 King Laborers Cement Dumper-paving $44.76 7A 31 King Laborers Cement Finisher Tender $43.95 7A 31 King Laborers Change House Or Dry Shack $43.95 7A 31 King Laborers Chipping Gun (under30 Lbs.) $43.95 7A 31 King Laborers Chipping Gun(30 Lbs. And $44.76 7A 31 Over) King Laborers Choker Setter $43.95 7A 31 King Laborers Chuck Tender $43.95 7A 31 King Laborers Clary Power Spreader $44.761 7A 31 King Laborers Clean-up Laborer $43.95 7A 31 King Laborers Concrete Dumper/chute $44.76 7A 31 Operator King Laborers Concrete Form Stripper $43.95 7A 31 King Laborers Concrete Placement Crew $44.76 7A 31 King ILaborers $44.76 7A 31 -----1 hffnc• //fnrfrocc Min C/r/7rYiG Page 4 of 17 Concrete Saw Operator/core Driller King Laborers Crusher Feeder $37.261 7A 31 King !Laborers Curing Laborer $43.95 7A 31 King !Laborers Demolition: Wrecking It $43.95 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $43.95 7A 31 King Laborers Diver $45.32 7A 31 King Laborers Drill Operator $44.76 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $43.95 7A 31 King Laborers Dump Person $43.95 7A 31 King Laborers Epoxy Technician $43.951 7A 31 King Laborers Erosion Control Worker $43.95 7A 31 King Laborers Faller a Bucker Chain Saw $44.76 7A 31 King Laborers Fine Graders $43.95 7A 31 King Laborers Firewatch $37.26 7A 31 King Laborers Form Setter $43.95 7A 31 King Laborers Gabian Basket Builders $43.95 7A 31 King Laborers General Laborer $43.95 7A 31 King Laborers Grade Checker a Transit $45.32 7A 31 Person King Laborers Grinders $43.95 7A 31 King Laborers Grout Machine Tender $43.95 7A 31 King Laborers Groutmen (pressure)including $44.76 7A 31 Post Tension Beams King Laborers Guardrail Erector $43.951 7A 31 King Laborers Hazardous Waste Worker $45.32 7A 31 (level A) 'King Laborers Hazardous Waste Worker $44.76 7A 31 (level B) King Laborers Hazardous Waste Worker $43.95 7A 31 (level C) King Laborers High Scaler $45.32 7A 31 King Laborers Jackhammer $44.761 7A 31 King Laborers Laserbeam Operator $44.76 7A 31 King Labored Maintenance Person $43.95 7A 31 King Laborers Manhole Builder-mudman $44.76 7A 31 ;King Laborers Material Yard Person $43.95 7A 31 King Laborers Motorman-dinky Locomotive $44.76 7A 31 King Laborers Nozzleman (concrete Pump, $44.76 7A 31 Green Cutter When Using Combination Of High Pressure Air a Water On Concrete a Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $44.76 7A 1 31 https://fortress.wa.gov/Ini/wagelookup/prvWagelookulD.aspx 5/5/2016 Page 5 of 17 King Laborers Pilot Car $37.26 7A 31 King Laborers Pipe Layer Lead $45.32 7A 31 King Laborers Pipe Layer/tailor $44.76 7A 31 King Laborers Pipe Pot Tender $44.76 7A 31 King Laborers Pipe Reliner $44.76 7A 31 King Laborers Pipe Wrapper $44.76 7A 31 King Laborers Pot Tender $43.95 7A 31 King Laborers Powderman $45.32 7A 31 King Laborers Powderman's Helper $43.95 7A 31 King Laborers Power Jacks $44.76 7A 31 King Laborers Railroad Spike Puller - Power $44.76 7A 31 King Laborers Raker - Asphalt $45.32 7A 31 King Laborers Re-timberman $45.32 7A 31 King Laborers Remote Equipment Operator $44.76 7A 31 King Laborers Rigger/signal Person $44.76 7A 31 King Laborers Rip Rap Person $43.95 7A 31 King La orers Rivet Buster $44.76 7A 31 King Laborers Rodder $44.76 7A 31 King Laborers Scaffold Erector $43.95 7A 31 King Laborers Scale Person $43.95 7A 31 King Laborers Stoper (over 20") $44.76 7A 31 King Laborers SloperSprayer $43.95 7A 31 King Laborers Spreader (concrete) $44.76 7A 31 King Laborers Stake Hopper $43.95 7A 31 King Laborers Stock Piler $43.95 7A 31 King ;Laborers Tamper a Similar Electric, Air $44.76 7A 31 8 Gas Operated Tools King Laborers Tamper (multiple Ex Self- $44.76 7A 31 propelled) King Laborers Timber Person - Sewer $44.76 7A 31 (lagger, Shorer Er Cribber) King Laborers Toolroom Person (at Jobsite) $43.95 7A 31 King Laborers Topper $43.95 7A 31 King Laborers Track Laborer $43.95 7A 31 King Laborers Track Liner (power) $44.76 7A 31 King Laborers Traffic Control Laborer $39.84 7A 31 8R King Laborers Traffic Control Supervisor $39.84 7A 31 8R King Laborers Truck Spotter $43.95 7A 31 King Laborers Tugger Operator $44.76 7A 31 King Laborers Tunnel Work-Compressed Air $74.29 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $79.32 7A 31 84 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $83.00 7A 31 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $88.70 7A 31 !j Worker 54.01-60.00 psi httncr //fnrtrncc %AI❑ nnv/Ini/uin ncinn Lain/nrxAA/mnm1nn1/i in mcnv G/c:/7fNr Page 6 of 17 :King ,Laborers Tunnel Work-Compressed Air $90.82 7A 31 Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $95.92 7A 31 S Worker 64.01-68.00 psi King !Laborers Tunnel Work-Compressed Air $97.82 7A 31 Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $99.82 7A 31 I Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $101.82 7A 31 Worker 72.01-74.00 psi King !Laborers Tunnel Work-Guage and Lock $45.42 7A 31 Tender King Laborers Tunnel Work-Miner $45.42 7A 31 80 King (Laborers Vibrator $44.76 7A 31 "King !Laborers VinylSeamer $43.95 7A 31 _ King Laborers Watchman $33.86 7A 31 King Laborers Welder $44.76 7A 31 King (Laborers Welt Point Laborer $44.76 7A 31 King Laborers Window Washer/cleaner $33.86 7A 31 King Laborers - Underground Sewer General Laborer it Topman $43.95 7A 31 It Water King Laborers - Underground Sewer Pipe Layer $44.76 7A 31 & Water King Landsca e Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $54.021 5D I 1H ;King Marble Setters Journey Level $52.82 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (in Shop) Laborer $9.78 1 King Metal Fabrication (in Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $55.52 5D 4C King Modular Buildings Cabinet Assembly $11.561 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modulate Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $39.35 6Z 26 King lJourney Level $54.271 5D 4C King Plasterers Journey Level $51.681 zQ 1R https://fortress.wa.qov/lni/wagelookup/prvWagelookup.asl)x 5/5/2016 Page 7 of 17 King Playground a Parl< Equipment Journey Level $9.47 1 Installers King Plumbers 8 Pipefitters Journey Level $75.69 6Z 1G King Power Equipment Operators Asphalt Plant Operators $56.94 7A 3C 8P King Power Equipment Operators Assistant Engineer $53.57 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $56.44 7A 3C 8P I' King Power Equipment Operators Batch Plant Operator, $56.44 7A 3C 8P Concrete King Power Equipment Operators Bobcat $53.571 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $53.57 7A 3C 8P Equipment ,King Power Equipment Operators Brooms $53.57 7A 3C 8P King Power Equipment Operators Bump Cutter $56.44 7A 3C 8P King Power Equipment Operators Cableways $56.94 7A 3C 8P King Power Equipment Operators Chipper $56.44 7A 3C 8P King Power Equipment Operators Compressor $53.57 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $56.94 7A 3C 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $53.57 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $56.00 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $56.44 7A 3C 8P With Boom Attachment Up To 42 m King Power Equipment Operators Conveyors $56.00 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $58.67 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $56.44 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $57.51 7A 3C 8P Tons, or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 tons- 299 tons, or $58.10 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $58.67 7A 3C 8P 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $56.94 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $53.57 7A 3C 8P Under King Power Equipment Operators Cranes: Friction cranes $58.10 7A 3C 8P through 199 tons King (Power Equipment Operators $56.00 7A 3C 8P 'II I hi-i-nc•//fnrhrccc Inca nnv/Inihnranolnn Lien/nrvUhnclnn Lun xnv /�/'�f11ti Page 8 of 17 Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons King RQwQr E i ment 0 er tars Crusher $56.44 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $56.44 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $56.94 7A 3C 8P King Power Equipment Operators Dozers D-9 & Under $56.00 7A 3C 8P King Power E9uipment Operators Drill Oilers: Auger Type, Truck $56.00 7A 3C 8P Or Crane Mount King jPgwer Equ�ment Operators Drilling Machine $57.51 7A 3C_ 8P King Power Equipment Operators Elevator And Man-lift: $53.57 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $56.44 7A 3C 8P And Gamaco Et Similar Equipment 3C 8P King Power Equipment Operators Forklift: 3000 Lbs And Over $56.00 7A With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $53.57 7A 3C 8P With Attachments King Power Equipment Operators Grade Engineer: Using Blue $56.44 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $53.57 7A 3C 8P King ,Power Equipment Operators Guardrail Punch $56.44 7A 3C 8P King ,Power Equipment Operators Hard Tail End Dump $56.94 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $56.44 7A 3C SP Articulating Off-road Equipment Under 45 Yards -King Power Equipment Operators Horizontal/directional Drill $56.00 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $56.44 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $56.00 7A 3C 8P 10 Tons King 12ower Equipment Operators Hydralifts/boom Trucks, 10 $53.57 7A 3C SP Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $57.51 7A 3C 8P _ Over King 1 Power Equipment Operators Loader, Overhead, 6 Yards. $56.94 7A 3C 8P But Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $56.44 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $56.44 7A 3C 8P King I Power Equipment Operators Loaders: Elevating Type Belt $56.00 7A 3C 8P King Power Equipment Operators Locomotives, All $56.44 7A 3C 8P King Power Equipment Operators Material Transfer Device $56.44 7A 3C 8P King Power Equipment Operators $57.51 7A 3C 8P https://fortress.wa.qov/Ini/wagelookup/prvWageIooku[).asI)x 5/5/2016 Page 9 of 17 Mechanics, All (lea - $0.50 Per Hour Over Mechanic) King Power Eouipment Operators Motor Patrol Graders $56.94 7A 3C 8P j 'King Power Equipment Operators Mucking Machine, Mole, $56.94 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $53.57 7A 3C 8P Distribution & Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $56.00 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $56.44 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $57.51 7A 3C 8P `rd Tons And Over King Pow��tors Overhead, Bridge Type: 45 $56.94 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $53.57 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $56.44 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $56.00 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $53.571 7A 3C 8P King Power EgUiDment Operators Power Plant $53.57 7A 3C 8P King Power Equipment Operators Pumps - Water $53.57 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, DI And Over $56.94 7A 3C 8P «King Power Equipment Operators Quick Tower - No Cab, Under $53.57 7A 3C 8P '. 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $56.94 7A 3C 8P Rubber Tired Earth Moving Equipment King Power E ui ment Operators Rigger And Bellman $53.57 7A 3C 8P King Power Equipment Operators Rigger/Signal Person, Bellman $56.00 7A 3C 8P (Certified) King Power Equipment Operators Rollagon $56.94 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $53.57 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $56.00 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $56.44 7A 3C 8P King Power Equipment Operators Saws - Concrete $56.00 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $56.44 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry $56.00 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $56.94 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $56.00 7A 3C SP King Power Equipment Operators Shotcrete/gunite Equipment $53.57 7A 3C 8P King Power Equipment Operators $56.00 7A 3C 8P II httnc• //fnrtrncc �nra nnv/Ini/inr�nclnn L m/nr�ilAlonolnn Lim �cnv /�/7M � Page 10 of 17 Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. King Power Earziment Operators Shovel, Excavator, Backhoe: $56.94 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $56.44 7A 3C SP Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $57,51 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Pourer Equipment Operators Shovel, Excavator, Backhoes: $58.10 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $56.94 7A 3C 8P King Power Equipment Ooerators Spreader, Topsider Et $56.94 7A 3C 8P = Screedman King Power Equipment Operators ISubgrader Trimmer $56.44 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $56.00 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In $57.51 7A 3C 8P Height Base To Boom King Power Equipment Operators Tower Crane: over 175' $58.10 7A 3C 8P through 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in $58.67 7A 3C 8P height from base to boom King Power Equipment Operators Transporters, All Track Or $56.94 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $56.00 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $56.44 7A 3C SP Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $56.00 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $56.44 7A 3C 8P Conveyor King Power Equipment Operators Welder $56.94 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farmall Type $53.57 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $56.44 7A I 3C 8P King Power Equipment Operators- Asphalt Plant Operators $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $53.57 7A 3C 8P _ Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, $56.44 7A 3C 8P Underground Sewer Et Water Concrete King Power Equipment Operators- Bobcat $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $53.57 7A 3C 2P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $53.57 7A 3C 8P Underground Sewer8: Water https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/5/2016 Page 11 of 17 King Power Equipment Operators- Bump Cutter $56.44 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Cableways $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $56.44 7A 3C BP Underground Sewer a Water King Power Equipment Operators- Compressor $53.57 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Concrete Pump: Truck Mount $56.94 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $53.57 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $56.00 7A 3C 8P '! Undereround Sewer a Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $56.44 7A 3C 8P Underground Sewer a Water With Boom Attachment Up To 42 m King Power Equipment Operators- Conveyors $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $58.67 7A 3C 8P Underground Sewer a Water over King Power Equipment Operators- Cranes: 20 Tons Through 44 $56.44 7A 3C 8P Underground Sewer a Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $57.51 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $58.10 7A 3C 8P Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $58.67 7A 3C 8P Underground Sewer a Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 $56.94 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $53.57 7A 3C 8P Underground Sewer & Water Under King Power Equipment Operators- Cranes: Friction cranes $58.10 7A 3C 8P Underground Sewer Et Water through 199 tons King 'Power Equipment Operators- Cranes: Through 19 Tons With $56.00 7A 3C 8P Underground Sewer Et Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $56.44 7A 3C 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $56.94 7A 3C 8P Underground Sewer a Water hffnc- //fnrfracc Ania C/C'/ )nIr Page 12 of 17 King Power Equipment Operators- Dozers D-9 Et Under $56.00 7A 3C 8P Underground Sewer & Water King Po Drill Oilers: Auger Type, Truck $56.00 7A 3C 8P wer Equipment Operators- Underground Sewer £t Water Or Crane Mount _ King Power Equipment Operators- Drilling Machine $57.51 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $53.57 7A 3C 8P Underground Sewer £t Water Permanent And Shaft Type King 'Power EquiDment Operators- Finishing Machine, Bidwell $56.44 7A 3C 8P Underground Sewer & Water And Gamaco a Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $56.00 7A 3C 8P Underground Sewer a Water With Attachments King Rower Egu pment Operators Forklifts: Under 3000 Lbs. $53.57 7A 3C 8P Underground Sewer a Water With Attachments King ipower Equipment Operators- Grade Engineer: Using Blue $56.44 7A 3C 8P Under�wer Et Water Prints, Cut Sheets, Etc King ,Power Equipment Operators- Gradechecker/stakeman $53.57 7A 3C 8P Underground Sewer Et Water King Power Equ pment Operators Guardrail Punch $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $56.94 7A 3C 8P ,Underground Sewer a Water Articulating Off- Road Equipment 45 Yards. a Over King Power Egu!pment Operators- Hard Tail End Dump $56.44 7A 3C 8P Underground Sewer a Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $56.00 7A 3C 8P Underground Sewer a Water Locator King Power Epu pment Operators Horizontal/directional Drill $56.44 7A 3C 8P Underground Sewer a Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $56.00 7A 3C 8P underground Sewer Et Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $53.57 7A 3C 8P Underground Sewer a Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. a $57.51 7A 3C 8P Underground Sewer a Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $56.94 7A 3C 8P Underground Sewer a Water But Not Including 8 Yards King 1 Power Eoufoment Operators- Loaders, Overhead Under 6 $56.44 7A 3C 8P Underground Sewer a Water Yards King Power Equipment Operators- Loaders, Plant Feed $56.44 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $56.00 7A 3C 8P ',Underground Sewer £t Water King Power Equipment Operators- Locomotives, All $56.44 7A 3C 8P !Underground Sewer a Water King Power Equipment Operators- Material Transfer Device $56.44 7A 3C 8P Underground Sewer a Water oKing !Power Equipment Operators Mechanics, All (leadmen - $57.51 7A 3C 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/5/2016 Page 13 of 17 King Power Equipment Operators- Motor Patrol Graders $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, $56.94 7A 3C 8P Underground Sewer & Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $53.57 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power EquiDment Operators- Outside Hoists (elevators And $56.00 7A 3C 8P Underground Sewer a Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $56.44 7A 3C 8P Underground Sewer Et Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $57.51 7A 3C 8P Underground Sewer Et Water Tons And Over (King Power Equipment Operators- Overhead, Bridge Type: 45 $56.94 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $53.57 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Pile Driver (other Than Crane $56.44 7A 3C 8P Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $53.57 7A 3C 8P `.. Underground Sewer &Water "King Power Equipment Operators- Power Plant $53.57 7A 3C 8P Underground Sewer Et Water King Power Eouipment Operators- Pumps - Water $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $56.94 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $53.57 7A 3C 8P Underground Sewer Et Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $56.94 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power E ui ment Operators- Rigger And Bellman $53.57 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman $56.00 7A 3C 8P Underground Sewer Et Water (Certified) King Power Equipment Operators- Rollagon $56.94 7A 3C 8P ' Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $53.57 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $56.00 7A 3C 8P Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mitt, Roto-grinder $56.44 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $56.00 7A 3C 8P Underground Sewer Et Water King $56.44 7A 3C 8P hffnc•//fnrfracc MIA nnv/Inihnranalnnhiin/nrvVA/anolnnUiin acne S/S/7rNr Page 14 of 17 Power Eau pment Operators Scraper, Self Propelled Under Underground Sewer Et Water 45 Yards I Ki Power Eaujgment Operators- Scrapers - Concrete Et Carry $56.00 7A 3C 8P Underground Sewer & Water All King Power Equipment Operators- Scrapers, Self-propelled: 45 $56.94 7A ic LP Underground Sewer 8: Water Yards And Over King Power Equipment Ope ators Service Engineers - Equipment $56.00 7A 3C 8P Underground Sewer 8: Water King Power Equipment OoeratorL- Shotcrete/gunite Equipment $53.57 7A 3C SP qLderaround Se��er Et Water King Power Equipment Operators- Shove[ , Excavator, Backhoe, $56.00 7A 3C 8P Underground Sewer &Water Tractors Under 15 Metric Tons. King Shove[, Excavator, Backhoe: --$56.94 7A 3C 8P Underground Sewer & Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $56.44 7A +3 C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shove[, Excavator, Backhoes: $57.51 7A 3C 8 Underground Sewer a Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $58.10 7A 3C 8P Underground Sewer & Water Over 90 Metric Tons King Power' Equipment Operators- Stipform Pavers $56.94 7A 3C 8P Underground Sewer & Water King Power Equipment Operators- Spreader, Topsider F± $56.94 7A 3C 8P Underground Sewer & Water Screedman King Subgrader Trimmer $56.44 7A 3C 8P Underground Sewer Et Water -�56.00 7A 3C 8P King E2�L��� Tower Bucket Elevators Underground Sewer & Water King Power Equipment Operators- Tower Crane Up To 175' In $57.51 7A 3C 8P Underground Sewer a Water Height Base To Boom King Power Equipment Tower Crane: over 175' $58.10 7A 3C 8P Underground Sewer & Water through 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in $58.67 7A 3C 8P Underground Sewer 8: Water height from base to boom King Power Equipment Operators- Transporters, All Track Or $56.94 7A 3C 8P Under round Sewer & Water Truck Type King Power Equipment Operators- Trenching Machines $56.00 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $56.44 7A 3C 8P Underground ewer a Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver $56.00 7A 3C 8P Underground Sewer-ft Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable --$56.44 7A 3C 8P Underground Sewer 8: Water Conveyor King Power Equipment Operators- Welder $56.94 7A 3C 8P Underground Sewer a Water King Power Equipment 02erators- Wheel Tractors, FarmaR Type $53.57 7A 3C 8P Underground Sewer Ft Water https://fortress.wa.gov/lni/wagelookup/prvWaqelookup.aspx 5/5/2016 Page 15 of 17 King Power Equipment Operators- Yo Yo Pay Dozer $56.44 7A 3C 8P Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers King Power Line Clearance Tree Spray Person $43.38 5A 4A Trimmers `King Power Line Clearance Tree Tree"Equipment Operator $45.75 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $40.84 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A Trimmers King Refrigeration £t Air Journey Level $74.36 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $52.82 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $40.64 5D 4C Applicators King Residential Drywall Tapers Journey Level $54.07 SP 1 E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $38.40 7L 1H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.461 1 King Residential Plumbers & Journey Level $34.69 1 Pipefitters King Residential Refrigeration 8 Air Journey Level $74.36 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $43.46 7F 1 R Workers King Residential Soft Floor Layers Journey Level $44.11 5A 3D King Residential Sprinkler Fitters Journey Level $42.73 5C 2R (Fire Protection) King Residential Stone Masons Journey Level $52.82 5A 1M King Residential Terrazzo Workers Journey Level $47.46 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King !Residential Tile Setters Journey Level $25.171 1 King Roofers Journey Level $46.46 5A 3H King Roofers Using Irritable Bituminous $49.46 5A 3�1 Materials King Sheet Metal Workers Journey Level (Field or Shop) $72.83 7F 1 E King Shipbuilding & Ship Repair Boilermaker $40.87 7M 1H King Shipbuilding Et Ship Repair Carpenter $40.41 7T 2B King Shipbuilding 8 Ship Repair Electrician $41.43 7T 46 hi+nc•//fnri-rccc !Ara r/G/7Rir Page 16 of 17 King Shipbuilding & Ship Repair Heat Ft Frost Insulator $63.18 5-1 is -Sh ip Laborer +King Z$41.47 7T 4B King Shipbuilding & ship RepairMachinist $41.461 7T 4B King Sh�buildin a�Shi Re�ajr Operator $41.391 ZI 4B King Shipbuilding-kShip Repair Painter $41.42 7T 4B King --ShipbufldinLt_ i Repair Pipefitter $41.40 7T 4B King Shipbuilding & Ship Repair Rigger $41,48 7T 4B King Shipbuilding & Ship Repair Sheet Metal $41.43 7T 4B King Shipbuild 4 nR & Ship Repair Shipfitter $41.48 7T 4B King Shipbuilding ft Ship Repair Trucker $41.32 7T 4B King �buikdina &�Shi Re air Warehouse $41.37 Tr 4B King Shipbuilding Ft Ship Repair Welder/Burner $41.481 ZI 4B King Sign Installer $22.92 1 JlzleectricaL King Sign Makers F± Installers Sign Maker $21.36 1 {Electrical} King Sign Makers a Installers (Non- Sign Installer $27.28 1 King Sign Maker $33.25 1 Electrical} —— I —King Soft Floor Lavers Journey Level A 3D y $44.111 L King Solar Controls For Windows Journey Level $12.44 1 King aabjLLer Fitters (Fire Journey Level $70.14 5C Ix -- Protection} — King Stage Rigging Journey Level $13.23 1 StrulcturaU King Stone Masons Journey Level $52.82 5A im King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $56.00 7A 3C 8P Surveyor King Surveyors Chainman $55.47 7A 3C 8P King Surveyors Construction Site Surveyor $56.94 7A 3C 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $37.60 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $20.79 5A 2B Outside King Telephone Uric Construction - Installer (Repairer) $36.02 5A 2B Outside King Telephone Line Construction Special Aparatus Installer 1 $37.60 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer 11 $36.82 5A 2B Outside King Telephone Line Construction- Telephone Equipment $37.60 5A 2B Outside Operator (Heavy) King IgeigaDhRognea Line Construction - Telephone Equipment $34.94 5A 2B -Lma-t�� — — Outside Operator (Light) https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx 5/5/2016 Page 17 of 17 i King TeleDhone Line Construction - Telephone Lineperson $34.93 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.73 5A 2B Outside King Telephone Line Construction - Television $26.31 SA 2B Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $31.50 5A 2B Outside King Telephone Line Construction - Television Technician $28.23 5A 2B Outside King Telephone Line Construction - Tree Trimmer $34.93 5A 2B Outside King Terrazzo Workers Journey Level $47.46 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble Ft Terrazzo Finisher $38.29 5A 1B Finishers King Traffic Control Stripers Journey Level $43.731 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $51.25 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $50.41 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $51.25 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $50.41 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $51.25 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Welt allerlllers Et Irrigation PumpiWell Driller $18.00 1 httnc- //Pnrtracc xm� nnv/Ini/lAlon a Inn I/Tin/nr%AA1nnc Inn Li in xnv iC/�/7MC Benefit Code Key— Effective 3/2/2016 thru 8/30/2016 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE,AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten (10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all howl 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 atone and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten(10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half tines 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 3/2/2016 thru 8/30/2016 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)lours, 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 hour worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.When holiday falls on Saturday or Sunday, the day before Saturday,Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve (12) horns 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 3/2/2016 thru 8/30/2016 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The first eight(8) hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day, or ten (10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar (S1.00)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 mm'I 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 IIolidays 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 i Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 Overtime Codes Continued 3. D. All hours worked between the homy of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 15% over the hourly rate of wage. All other hours worked after 6:00 am on Saturdays, shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week,once 40 hours of straight time work is achieved, then any hours worked over 10 horns per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Satm day 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 homily 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. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two (2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 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 howl 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. F. 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(1ii)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Dav(7). B. Holidays: New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, Friday after 'Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, independence Day, Labor Day, Thanksgiving Day, the Friday and 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). 5 Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 Holiday Codes Continued 5. 1. 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: Now 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. Ilolidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day, And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day, Independence Day,Labor Day,Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, 'thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-Day On Christmas Eve Day. (9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10). I. Paid Holidays: New Year's Day, Memorial Day,Independence Day, Labor Day,Thanksgiving Day,Friday After Thanksgiving Day,And Christmas Day(7). 6 II Benefit Code Key— Effective 3/2/2016 thru 8/30/2016 Holiday Codes Continued 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). Z. Holidays:New Year's Day, Memorial Day,Independence Day,Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Iolidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday- D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. .Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Satm-day shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day,Independence Day, Memorial Day, Labor Day, Thanksgiving Day,The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls 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. 7 Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 Holiday Codes Continued 7. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after t Thanksgiving Day, And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding !, Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,'Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day,And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Iolidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day,the Day after Christmas, and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or Before New Year's Day, President's Day, Memorial Day, Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which Palls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. A. In addition to the hourly wage and fringe benefits, the following depth premimns apply to depths of fifty feet or more: Over 50' To 100'-$2.00 per Foot for Each Foot Over 50 Feet Over 1 00'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet 8 Benefit Code Key—Effective 3/2/2016 thru 8/30/2016 Note Codes Continued 8. C. In addition to the hourly wage and fringe benefits, the following depth premituns apply to depths of fifty feet or more: Over 50' To 100'-51.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazanat projects receive additional hourly premiums as follows -Level A: $1.00, Level B:50.75,Level C: $0.50, And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: 52.00, 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.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 Baggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: 51.50,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 50.50 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 S0.50 per hour. 9 REQUEST FORMAYOR'S SIGNATWt E OT Routing Information (ALL REQUESTS MUST FIRST BE ROUTED THROUGH THE LAW D ART MM ry ,%ffff Approv by�e or Originator: Rich rd Schleicher Phone (Oriciinator 5525 e Date Sent: Date Re wired: ";" 7 r Mc, Return Si ned Document to: Nancy Yoshitake Contract Termination Date:60 working days VENDOR NAME: [late Finance Notified: (Only required on contracts 6/7/16 Northwest Cascade, Inc. 10 000 and over or on an Grant DATE OF COUNCIL APPROVAL; Date Risk Manager Notified:N/A 5/17/16 (Required on'Non-City Standard Contracts A reements Has this Document been°Specificall Account Number: D20109 Authorized in the Bud et? o YES NO Brief Explanation of Document: �I The attached construction agreement with Northwest Cascade for the 1st Ave. S. Storm Drainage Improvement pro}ectconsists of installing storm sewer pipe and catch basins and removal and replacement of sidewalk affected by storm dram installation. # t. a b, AM Contracts Must He Routed Through The Law Department (This area to e a D t) (�--'. '�' 9 Received: r Appr'ovalofLaw Dept.: �4, f ,ii� r� .�,uit �+ L aw UEpt. comments: ri ate; Date Forwarded to Mayor: I Shaded Areas To Be Completed By Administration Sulf€ r Received =r ( � w _ . t , 3av p#` 4 RecoFnrpand lonsa{�ci,Gt�mtnents.t',.. S N j r 'i " Otposition � /{fP- r upte 7 v�Lrv17e1QDMwerrt mousingweWe71 or dayors gozWre dan