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S-332 Cont. 1 Of 4 0--- BEGINNING OF FILE P _ __.__ __ ___ .,,�,M -^i� � M' un•. ..� ' . ___1�1 + ��E6i� STi�C+ Lrt.�®rC.n�.v • T,�.NCR.W�I w.ls w�.� ✓ i049 Er.��e Ro 2Cn+z,,. gyxr ewd" UTILITIES 01 SS ii 1NtENT a�ada tAI AISS E IA F N T iMlL oln NOOdfllffe Limj'E4Q'y of MAA 19&7 i by and betwean�rtnershlD pKy --.. am mull hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of King , County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s), for and in consideration or the sum of $ 1.00 aid by Grantee, and ocher valuable considerat on, db by ,these presents, grant, argein, sell , convrv, and warran' unto the said Grantee. Its uc censors and assigns, an easement for pu, -ic utilities (including water and sewer) with 'ecessary appurtenances over, thrcugh, across and upon the following described property n King County, Washington, more particulariy described as follows: Q WITHIN AND ACROSS THE FOLLOWING DESCRIBED MAIN TRACT SITUATED IN SECTION 4D TOWNSHIP AND RANGE 20-23-05 KING COUNTY NA MAIN TRACT PORTION CF SOVERNMENT LOT 3 1N NW 1/4 LYING SOUTHERLY OF DIABLO TRANSMISSION LINE EASEMENT L WESTERLY OF CITY LI6MT EASEMENT AUDITORS NO 5333005 L NORTHERLY OF PUGET SOUND POWER AND LIGHT COMPANY 5 RIGHT OF WAY AUDITORS NO 5667370 EASEMENT A STRIP OF LAND 40 FEET WIDE BEING 20 FEET ON EACH SIDE OF ]ME FOLLCWING DESCRIBED CENTERLINE TOGETHER WITH ITS NORTHERLY AND SOUTHERLY ETTENTIONS ALL WITHIN THE ABOVE DESCRIBED MAIN TRACT DESINING AT THE CENTER OF SECTION TOWNSHIP AND RANGE 20-23-05 TH S 89-10-20 W 2616.14 fT Tb THE WEST I/4 CORNER OF SAID SECTION 20 THENCE N 00-44-05 E 329.59 FT THENCE N 87-23-49 E 1341.51 FT TO A POINT ON THE NORTH LINE OF SAID MAIN TRAC1 AND THE TRUE POINT OF BEGINNING THENCE S 16-39-29 E 80.22 FT THENCE S 41-26-37 E 129.01 FT THENCE S 00-57-52 E 104.01 FT THENCE S 39-36-03 E 80.03 FT TO A POINT ON THE SOUTH LINE OF THE ABDVE DISC RAIN TRACT AND TERMINUS OF SAID CENTER LINE as t3s:2y Y062re 1, u T �+' •.. RE-CO F 4.00 C14SWL •w.M.00 y. M „E„-► FW FOR RECORD Al Kul OF al���anaml Jill wl AVE It Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the rights)-of-way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately befo.a the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of gay during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. Lincoln Wpodcliffe-Limited Partnership L14coldd Proper;J Company too o . Y P lad canHenry, aging General Partner cS aoo S and ell ..1 STATE OF WASHINGTON ) )) COUNTY OF KING SS 1, the undersigned, a notary public in and for the State of Washington, hereby certify that on this isONay of �w 19,F4' personally appeared before me aOF_l.. ad aoe od to me known to be individual(s) described In and who executed the foregoing instrument, and acknowledged that .(.a_- signed and sealed the same as _free and voluntary act and ee or the uses and purposes therein mentioned. rn:S . lktf eM 'A > ♦� '� Ifatary Pat n an or t e State o �� `=T- ,��t, Washington, residing atma, to- 1 o' ', f K Mt.UKU ter Jur% v c r PORTIONS OF NE I/4 SWV4 AND NW I/4SN V4 ANO ODV La►, ANO Gov LOT! AND SW I,4NE1/4 Of SEC _ xwl COUNiT,WAs"INGT'ONN /LNwL w0[a.Yg1w4)IaN K[OL4/fM /''� Y/[LL ~J, t✓WPN UML � wr f..,tw—�`\ aw[IIe �wJL4W1L ". 'r�\ ,Ynw Irrr wwry 1 .rw[ww.4 !r Inry nr,••m • wr✓ wl• ri www M-L � Irs," 6 Y M �y.,w.b� qwi tK4T• - � w4rw M A41/4•Y• IA all, �,�,r44•. 1 �tl ✓ '?, , �� :t �• N. PARCEL S y • 1 � � : C� [r.w y[Ys�A`e yA4+• „ Rey i [r(gr+Mn�4r•w...lrr, t�, W.. It _ er� r� .1t 41N1 'ArYe Ir IH' �A _ i104 lot _-ice'^ -"u E. ,A•' v'irrr[wif A 4W fu sea .n . .yyw!�+YI�ti• .�� ,.ya''wv'/` � �.,�N-.«.e not a � ur.�tv.OJ.: A. siO Y��l"•/ :A•� [ wi.I.IQ TyIWII�� `,4r.y Nu' I? SP • •Ay trt ""--qrr ,1�. —fY•" •,Y[+y[ rob .�.:n• 41 r /( �( '��i wFb M.Ni ON _ Y y •,JTbs'[Ti� • UTILITIES 11 . a EASE NE NI TMIf INSTRUMENT, made this d an p aY of M a a Ig ; Lincoln Woodcliffe Lin by and betwaartnership oft e1Y�k am aw hereinafter called "urantor(s)", and the CITY OF RENTON, a Municipal Corporation of King County, Washington, hereinafter called "Grantee". WITNESS(TM: That said Grantor(s), for and In consideration of the sins cf S 1.00 `Maid by grantee, and other valuable considers on, do-by these presents, grant, bargain, sell , convey. and warrant unto the said Grantee, Its successors and assigns, an easewnt for public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described property in King County, Washington, more particularly described as follows: w THE WESTERLY 20 FEET OF THE FOLLOWING DESCRIBED PROPERTY SITUATE IN SECTION TOWNSHIP AND RANGE 20-23-05 IN KING COUNTY NA. n PORTION CF NW 1,4 OF SECTION TOWNSHIP AND RANGE 20.23-05 DEFINED AS FOLLOWS - BEGINNING AT 5E CORNER OF SAID NM 1!6 THENCE N 01-66-02 E I043.86 FT ALONG EASTERLY MARGIN OF SAID Hit 114 TO A POINT ON SOUTHERLY MARGIN OF PUGET -SOUND POWER AND L16HT COMPANY'S I-P LN 02 THENCE S 66-43-13 W 739.50 FT ALONG SAID SOUTHERLY MARGIN THENCE N 69-14-13 N 696.66 FT TO THE TRUE POINT OF BEGINNING THENCE CONTINUING N 69-14-23 W 540.6v FT THENCE 5 20-34-16 E 36.40 FT THENCE S 32-12-52 E 56 FT THENCE S 18-60-46 E 106.21 FT 114ENCE 5 21-26-29 E 272.51 FT THENCE S 31-08-07 E 239.61 FT THENCE S 27-05-14 E 1g9.17 FT THENCE S 08-3e-66 W 12.16 FT TO A POINT ON NORTHERLY MARGIN OF BONNEYILLE POWER ADMINISTRATION S RELOCATION DIABLO-SEATTLE TRANSMISSION LINE RI6ST OF NAY THENCE N 87-23-49 E 89,31 FT ALONG SAID NORTHERLY MAR61N THENCE N 02-36-IL E 622.30 FT TO THE TRUE POINT OF BEGINNING -- ALSO KNOWN AS LOT 2 CITY OF RENTON BOUNDARY LIME ADJUSTMENT LOT LINE ADJUSTMENT 012.79 DATED 09/27179 of r °td Dal►u 45, 05 29 R067'9 D RECD F 4.00 W r ; CASHSL. **** .CIO u 55 uEll-1 011111. Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at lat,n at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished to such a manner that the private improvements existing in the rights)-of-way shall not be disturbed or damaged, they will be replaccO in as good a corultion as they were immediately before the property was entered upon by the Grantee. The Grantor shal' fully use and enjoy th, aforedescribed premises, including the right to retain tie right to use the s� ace of said right-of-ray if suet use does not interfere with installation and ma ^tenance of the utilities. however, the grantor shall not erect buildings or structures over, under or across the right-o'-way during the existence of such utilities. This easement, shall be a covenant running witn the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to kxecute this agreement. L INCOEN MO CLIFF E INITEO PARTNERSHIP O Li -cIn ropertk' )Co an No. 277 Ltd O By 11� W. Dean Henry, Maiiapffg eneral Partner _ rtimd maid STATE OF WASHINGTON j ) SS COUNTY OF KiNG ) 1, the undersigned, a notary public in and for the State of Washington, hereby certify that on this �-'~day Of _ ?j- 19tS personally appeared before me y Md mad, amb _ a" to me known to be individual(s) described in and wo execute tFe 7oregoing instrument, and acknowledged that . signed and sealed the same as d free and voluntary act and ee3 or the uses and purposes therein mentioned. e s A r 'u An kanet t e tat e Washington, residing at 05 AA _ YJ.� �.x. CITY of ReN W ;i4 SE OF SVR C UN.KING CO HT" T.2 N R S U I WgSNING Ol�rW1 'X �� N ja i! �� _ Wti �7 Y•N 1`i <.y ra4•t"Q�'j+,� _'^�Y�y)� /•, r may, \ \� Y.\� .l i "•,i,�4a• y+ya�W Y" �i: _ fir. \�\_\`4 11 `QD )�Y r� � 1 O �1`!r• \ \'� 'i �'a•'.Y. k•.p.Lip. =.NH�rrrrV �.� • ,_ / ate � 7 '�b•Ms•r 4 q� • ''•... �• a '.'qro�'4'.y ^ ;'`r r'-9 ♦ r �^ Tk tuT Ui j l"� tr•h. a"r y rr ,4 1 p low,. cy„�vr�+^���-- a tl *n ,�l `sMgti Y in lY.r � +w p�4rb� / 1, •� o �l - y4•b' y ' •' \k 4 Opp,\ 'r N. •per• ~'Jr L�.` rr)r) IJ yr. l.Ty y0).r),N•r Y.r.!�_� 1 'l •, �rQr ir4• Ny YY�V � . • 9� r RECpppFgs -••ipM'+.f I � + \� •' �rl i` tlt�lrtl for rrcGd r r A UTILITIES III E A S E M ! N TAA, THIS INSTRUMENT made thislSAday of _ h1Tl.r 19y°,,�: b and oe tween Lincoln Woodcliffe Lim=' e Y Partner hip 4.0 aWlf 2S.115. N0680 G WNW RECD^F 4.OG W BNW 55 Hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation of Kin, �ttt��a59 ppp555 County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor(s), for and in consideration of the sum of $1.00 ,paid by Grantee, and other valuable consideratio— n'do by these presents, grant, bargain, sell , convey, and warrant unto the said Grantee, Its successors and assigns, an easement For public utilities (including water and sewer) with necessary appurtenances over, through, across and upon the following described properly in King County, Washington, more particularly described as follows: THE WESTERLY 20 FEET OF THE FOLLOWING DESCRIBED PROPERTY ALL WITHIN SECTION TOWNSHIP AND RANGE 20-23-05 SITUAIE IN RING COUNTY WA.: PORTION OF THE W 112 OF SAID SECTION SOUTHERLY OF PUGET SOUND POWER AND LIGHT COMPANY'S 120 FT RI6H1 OF WAY AND EASTERLY OF BONNEVILLE POWER ADMINISTRATION'S COVINGTON RENTON FUTURE LINE 42 AND NORTHERLY OF OLD PROSPER ETHIER ROAD AS IN SURVEY 10-23-05-1 AND WESTERLY OF A LINE BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID ETHIER ROAD AND THE WEST LINE OF THE BONNEVILLE POWER ADMINISTRATION 5 SOUTH CORRIOOR EASEMENT THENCE N 12-42-56 E 669.54 FT THENCE CONTINUING N 89-10-20 E < 146.26 FT THENCE N 08-37-30 W aB.79 FT TO SAID PUGET F n SOUND POWER AND LIGHT COMPANY-S 120 FT RIGHT OF WAY 1, TERMINUS LESS BEGINNING AT THE INTERSECTION Of THE SOUTH LINE OF PUGET SOUND POWER AND LIGHT COMPANY'S RIGHT OF WAY AND THE EASTERLY LINE OF BONNEVILLE POWER ADMINISTRATION S COVINGTON RENTON FUTURE LINE 42 THENCE N .. _ • 74-32-17 E ALONG THE SOUTH LINE OF PUGET SOUND POWER AND LIGHT COMPANY'S RIGHT OF WAY 194.11 FT TO THE TRUE POINT �+ OF BEGINNING THENCE CONTINUING NORTHEASTERLY ALONG SAID SOUTH LINE 597.40 FT THENCE S 02 a0-59 E 28.75 FT THENCE S 26-52-1,4 E 179.19 FT THENCE S 34-13-37 E 133,17 fT THENCE S 22-42-56 W 322.97 FT THENCE N 57-08-26 W 731.74 FT THENCE ALONG A CURVE 10 RIGHT WITH A RADIUS OF 20 FT A DISTANCE 36.16 FT THENCE N 46-2b-50 E 13,06 FT TO THE TRUE POINT OF BEGINNING TOGETHER WITH VACATED PROSPER ETHIER ROAD AS DESCRIBED IN DEED I15/485 PARCEL E LESS EAGLE RIDGE DRIVE 6 NEW ALIGNMENT SOUTH ETHIER ROAD LESS BEGINNING AT THE NW CORNER OF THE SW l/4 OF SAID SECTION 1HENCE N 89-10-20 E 523,33 FT TO A POINT ON THE NORTHEASTERLY MAR6IN OF THE BONNEVILLE POWER ACMINISTRATIDN S RIGHT OF WAY THENCE S 42-35-54 E 433.97 FT TO THE TRUE POINT OF BEGINNING SAID POINT BEING ON THE NORTHERLY MARGIN OF THE OLD ETHIER ROAD THENCE ALONG SAID MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 220.99 FT ARE DISTANCE 243.06 FT THENCE S 32-51.34 W 40.01 F1 TO A POINT ON SOUTHWESTERLY MARGIN OLD ETHIER ROAD THENCE ALONG SAID MAR614 ON A CURVE TO THE LEFT WITH A RADIUS OF 160.99 FT ARC DISTANCE 161.69 FT TO A POINT ON THE NORTHEASTERLY MARGIN OF THE BONNEVILLE POWER AOITNISTRATION'S RIGHT OF MAY THENCE N 42-35-54 W 62.01 FT TO THE TRUE POINT Of BEGINNING LESS FORTIOMS WHICH LIE WITHIN THE SOUNDARYS Of CA64ERIDBE DRIVE AND THE REALIGNED SECTION OF ETHIER ROAD, TIE 01.1 110 fat RECORD AT r Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring Any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the right(s)-of-way shall not he disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. Th. G,.^tor shall folly use and enjoy the aforedescribed promises, including the right t. retaL% the ,'ght to use the surface of said right-of-way if such use does not interfere with . ,stallation and maintenance of the utilities. However, the grantor she., not erect buildings or strictures over, under or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successo-s, h^irs and assigns. Grantors covenant that they are the lawful owners of the abi.._ properties and that they have a good and lawful right to execute tl,i agreement. LINCOLN W060CLIFFE LI iTED PARTNERSHIP By_- pany No. 277 Ltd. aatd M By_ - aixd 110 W. Dean Henry, Na aging General Partner mA STATE OF WASHINGTON ) )) COUNTY OF KING SS I, the undersigned, a notary public in and for the State of Washington, hereby certify that on this '+'day of q19 tL personally appeared before m aeei ,J 'ze'_� 606- rea Ma ; to me known to be individuals) described in and who executed the foregoing instrument, and acknowledged that signed and sealed the same as ,, free and voluntary act and ee or the use and purposes therein mentioned. r, pGGUC yPublic'�n n or a State o Washington, residing !,rt, :.i$EE LF.•A ' i.I~ir•i =;� :) ,W� ��', ,11.E p( Iw�r.1MT a•ir �� ♦yMp� i '��- �•/TTr'+�-, I. r.,•.,,.� ' ri '�'i �. w lY/r iiu. i'>___. .r t .wgya.�r�r,�aNrw� I/Mr . -'. . r.✓n RV u.s+l.rw'wrr'rtr �.�' .Y ynlrrrT .1/•.rur. IVis^"_ 1_�. Irov r0 .wA the . rrr-sl..• � �N✓„R1M" f L�js9 yrr Tar 6rT 1. it w act of ttx r wNCfl S 4Ss j. m No �t rfyj/f 3 _ DAMN L/ '' - ty.fr+ ;" /.I?mil rY/rlr./H•� a /♦ . .t, •Trw riWsrfre?.r.rrs •71 r :w•wr�rrwJ w•—. RV Y yr (---•-rnw r. ron ,r,,,w.ra..•.sv i "i f �t r .0w, 1mo ' aN++`�•T- "- It • �oa x�.r' rTh,tiu oor Ire C3 j' Act Us. Of AN �t sRT ILI Y • �� - i. i{. tt a r,./r•e,� 3 RECOR to /JrC 1911 \ 4. -\ � yw•u..�r..ru rsr'F' �, a Z}--�-r PARCEL� r 1 } 9t__N. • .t�'T ��� � _//� \�� •. C.S(j alb ,' rI9Y1Y».M,Wr/ �••--��\ 'may`•' f 1l qq&h- 9 t SCALE lrr 1OOt 0. q/a nwwNr r .urn n'rr»1.n1�_. \ -''.a,.n•..»•r / \ /,/+ fCC?Irf All171 �y . UTILITIES ll E A S E M E N T THIS INSTRUMENT, made tAisLday of Mtl 1y�1 by and between Is Property Company —� 977 I tH Ltd am - S D ♦ayM .00 hereinafter called "Grantor(s)", and the CITY OF RENTON. a Municipal Corporation of King , County. Washington, hereinafter called "Granted'. WITNESSETH: That said Grantorls) , for and in consideration of the sum of $1.00 paid by Grantee, and other valuable consideration, do by O these presents, grant• bargaih, sell, convey, and warrant unto the said Grantee, its T„t succc,surs and assigns, an easement 'or public utilities !;nclue!ng .,ter and sewer) with necessary appurtenances over, through, across arH e •on the 'Otto.' y ,:user iin Brt.perts Sin King County, Washington, more particularly described as follows- 05 WITHIN AND ACROSS THE FOLLOWING DESCRIBED MAIN TRACT SITUATED IN SECTION TOWNSHIP AND RANGE 20-23-05 KING COUNTY WA. MAIN TRACT PORTION HE 1/e OF SW l/e BEGINNING NE CORNER SAID SUBDIVISION THENCE SOUTH ALONG EASTLINE 317.79 FT 10 SOUTH LINE BONNEVILLE POWER ADMINISTRATION RIGHT OF WAY THENCE S 8910-20 N ALONG SOUTH LINE OF SAID RIGHT OF WAY 527.26 FT TO SOUTHEASTERLY LINE OF SAID RIGHT OF WAY THENCE S 26-09-18 W ALONG SAID RIGHT OF NAY 189.70 FT TO .,HE TRUE POINT OF BEGINNING THENCE CONTINUING S 26-09-18 W 399•44 FT TO NORTH MAR6IN ETHIER RD THENCE SOUTHEASTERLY ALONG SAID ROAD 1:0.92 FT TO WESTERLY MARGIN OF AN UNDEDICATED ROAD THENCE N 27-07.55 E 311.49 FT THENCE N 24-41-I0 W 161.72 FT ALONG SAID ROAD TO THE TRUE POINT OF BEGINNING EASEMENI A STRIP OF LAND 20 FEET WIDE BEING 10 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTER LINE TOGETHER WITH ITS WESTERLY AND .ASTERLY EtTENTIONS. ALL WITHIN THE ABOVE DESCRIBED MAIN TRACT. BEGINNING AT THE CENTER OF SAID SECTION 20 THENCE S 01-66-02 W ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 20 953.37 FT TO A POINT ON THE CENTER LINE OF t2TN PL S THENCE S 89-10-20 W ALONG SAID CENTERLINE 653.76 FT THENCE N 12.03-09 W 7.11 F7 THENCE N 27-03-14 E 205.09 FT THENCE N 62-02-51 W 2E.69 FT TO A POINT ON THE EASTERLY LINE OF THE ABOVE DESCRIBED MAIN TRACT AND THE TRUE POINT OF SE61NNINS THENCE CONTINUING N 62-02-51 W 82.60 FT THENCE N 31-36-06 W 98.69 FT TO THE WESTERLY LINE OF THE ABOVE DESCRIBED RAIN TRACT AND TERMINUS OF SAID CENTER LINE w � - � LY UE,I I FILED FOR RECORD AT REQUEST OFNEU t ;: Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring any legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction o' said utilities shall be accomplished in such a manner that the private Improvenv is existing in the rights)-of-way shall not be disturbed or damaged, they wi be replaced in Ns good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right to retain the right to use the surface of said right-of-wa; if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on t-t Sre to,, his succe. ar>, hei, ,ed assigns. Grantors covenant that they are V. is d owners of thm abov♦ �r'tie% and that they have a good and lawful right k eve,,..= this agreement. tip LINC(/LN PRI)PERTY CiMPANY 40. 277 LTD. Lea O BY —J' t, enry, Raliaging Genera artner —M � aW STATE OF WASHINGTON ) SS COUNTY OF KING ) 1, the undersigned, a notary public in and for the State of Washington, hereby certify that on this/-1*-day of �,7a_ 19t personally appeared before me MM a" ad ant to me known to be individual(s) described in anJ-wWo-execute theToregoing insCrumemt, and acknowledged that signed and sealed the same as s. free and voluntary act and a ode 0 f r the uses and purposes therein mentioned. Non 4 an testate of— •' Washington, residing at, ' �„ e� � 2 T � ,y . a K 7/w{)<l ddr �7• \ s.uRs „\ I IN / 7 i .14 � '`�-�.`` �./,4aar wJw►�PI '�'• ocDn owlW Ott 7 •wr.o � _ ♦ l+rsnsn _ __ __ of � zJ t -at t toIN 30 �} r op.n .e w. fa ? .f i ..� a .•,. -Ja r+r.• \ b ._ ► OCW ftVl :,w w'f'X � MJ r / ri M4 ✓ a. A AU f ,.e"o"r•s a..: .i�r �� Al• � �� ..r..',+°•'�wna.w ,�ji1� b - •f+'i� /� �Hrna t �y t �� �,R •. yf Y. #j {�% •Si F f 133YYA no•r W! uVR lei s111 ie�w1./w�•I YIw" wi rw q N.. All7y � 'rMyfv-=� �e Kra - K�-4' P-�i.P"- ORY wvtAb ,.Y�q�P Ysrar•ww ;Ywr•,.K 7f fM' Vww•ill✓M.w , � b' -r Drp R-.NCNB J :.n;.js+r I• �.nrrw y7 fupv$ ��.. _• �. •. , 7 Y )^,M:: i I mow d.a.n.n. 1 .r�arwr_� � .•a ✓ � t �i.rw�_.�- _ lrrlrn 10 UTILITIES /1 EASv�EMENT THIS INSTRUMENT, made this�S day of Md! 19�5; Lincoln Country Hills Associag$ —'—T by and between I;mitnd RRXX r D ec:n c a N1 Who iASh_L ■td i hereinafter called "Grantor(s)", and the CITY OF RENTON, a Municipal Corporation .f King County, Washington, hereinafter called "Granted'. WITNESSETH: That said Grantor(s), for and in consideration of the sum of $ 1,7 Raid by Grantee, and other vaivablu considerat—ado by these presents, grant, bargain, sell, convey, and warrant unto the said Grantee, its successors and assigns, an easement for public utilities (including water and sewer) with necessary appu, tenances over, through, across and upon the following described property in K. ,,, County, Washington, more particularly described as follows: THE EASTERLY 20 FEET OF THE FOLLOWING DESCRIBED PROPERTY SITUATE IN SECTION TOWNSHIP AND RANGE 20-23-05 IN KING COUNTY WA. PORTION OF NO 1/4 OF SECTION TOWNSHIP RANGE 20-23-05 DEFINED AS FOLLOWS - BEGINNING At SE CORNER OF SAID NW 1/4 THENCE N O1-46-02 E ALONG EASTERLY MARGIN OF SAID NM IYs A DISTANCE OF 1043.66 FT TO A POINT ON SOUTHERLY MARGIN OF PUGET SOUND POWER AND LIGHT COMPANY'S 1P-LN 02 RIGHT OF WAY THENCE S 86-43-23 W 739.50 FT ALONG SAID SOUTHERLY MARGIN THENCE N 69-14-13 W 1039.32 FT TO THE TRUE POINT OF BEGINNING THENCE CONTINUING N 69-14-13 W 25/.99 FT THENCE 5 89-35.10 W 6.77 FT THENCE S 00-24-20 E 195.83 FT THENCE N 79-46-56 W 152.95 FT TO A POINT ON EASTERLY MAR61N PRIMARY STATE HIGHWAY el THENLE CONTINUING ALONG SAID EASTERLY MARGIN SOUTHWESTERLY 73.70 FT ALONG THE ARC OF A MOM-TANGENT CURVE TO THE RIGHT THE RADIUS POINT OF WHICH BEARS N 51-17-1e W RADIUS OF 2040 FT THRU A CENTRAL ANGLE OF 02-04-20 TO A POINT ON SAID CURVE THENCE S 00-47-40 W 730.64 FT TO A POINT ON NORTHERLY MARGIN OF BONNEVILLE POWER ADMINISTRATION'S RELOCATION OIABLO-SEATTLE TRANSMISSION LINE EASEMENT THENCE N 87-23-49 E 940.ab FT ALONG SAID NORTHERLY MARGIN THENCE N O0-34-46 E 12.14 FT THENCE N 27-05-14 W 109.17 FT THENCE N 31-08-07 W 239.61 FT THENCE N 21-26-29 W 272.31 FT THENCE N 18-40-44 W 106.24 FT THENCE N 32-12-52 W 54 FT THENCE N 18-34-36 W 36.40 FT TO THE TRUE POINT Of BEGINNING -- ALSO KNOWN AS LOT I CITY OF RENTON BOUNDARY LINE ADJUSTMENT LOT LINE ADJUSTMENT 012-79 DATED 09/27/79 w K eu� R FI uEn-i Flo FOR'ECORD AT REQUEST OF mW Vol Said heretofore mentioned grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of construct- ing, maintaining, repairing, altering or reconstructing said utilities, or making any connections therewith, without incurring arty legal obligations or liability therefore, provided, that such construction, maintaining, repairing, altering or reconstruction of said utilities shall be accomplished in such a manner that the private improvements existing in the rights)-of-way shall not be disturbed or damaged, they will be replaced in as good a condition as they were immediately before the property was entered upon by the Grantee. The Grantor shall fully use and enjoy the aforedescribed premises, including the right tc retain the right to use the surface of said right-of-way if such use does not interfere with installation and maintenance of the utilities. However, the grantor shall not erect buildings or structures over, under or across the right-of-way during the existence of such utilities. This easement, shall be a covenant running with the land and shall be binding on the Grantor, his successors, heirs and assigns. Grantors covenant that they are the la0ul owners of the above properties and that they have a good and lawful right to execute this agreement. LINCOLN COUNTR' HILLS AS$OCIATES LIMITED By Lincoln Proglerty Company No. 257 Ltd. nd i By ' ., ,.� . n. L �., .. , and Zf Deeanlf nry, managiWuneral Partner and and P STATE OF WASHINGTON ) )) COUNTY OF KING SS i, the undersigned, a notary public in and for the State of Washington, hereby certify that on this/ may of -r,�u 19 M personally appeared before me ad aad add ; to me known to be individual(s) described in and who executed the orego ng nstrurent, and acknowledged that -1 signed and sealed the same as a- free and voluntary act and oar a uses and purposes therein mentioned. of 'per 'Qy'•y; o : NotaWPu� n and for tr4gnate o ". Washington, residing atf.�l.,.�b✓ a it •'row r A pYp�p.ro I polr 1�•� �++.�� ,� � �yl`��. k�1p�,, °0.b.i+.n+.N,.L,•+ey ,, .ti w• �4el.rl h. •r•�+ off, y fF dOW •di_Gy �3A Y( � hw. ws^a►s•.or,�e_w�� IN 011, I'll 'bit W 0 \ ♦+►\r.')" i��Y`�"F 3{1 �I�X lar��e�. awl ~� \ t\ 1�►r ti;y., :)? a.,0.ry; , ye a s.•ta�eT 3t aJ,fVCZ,MI N�O�S b%NMN 10 d0 lll0 " i 0� Norlbo d .a,..c�,.�aw"•s,�""to aw � ray A !L1 W &J-4 f eG aWiW m. trmr. w fat, —Jk*—AW« •.fat IyL. 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J. frran. r.etfN due el+t w W sold 1W fK n.rr eln re•1te.• V ter tq r✓ so pets ILGMt Ie "to 1.• eRR cf NfYt4AM1 1 \b Ifs•. . . jtiL,.W N ftf '++fw tlw 1. • fy oafW tfM r .efpttl lM abut .wNLN N ,� N N lY trw rrNl. YV tfltwaf�« NIf tNIfftalY IM tb .M� .ol+wa\ry Na tN •N�l lr•f. .,A . \ % +a\a" \ .N f.tw•+f aYtM1L •nYr. aY1 YtM1 NLYLLN. Y 0-a NN w\ltYti\ta \n'r .� •w w\l dflaN a aM\ N \ wH of wN - f\fN 1 Mw Yrw.w wt ro . 1.tIT1tNf �L _....•n. b6\L VIM Mtl f0f . of yMtYfaaYn 7ttOtM a YVST roon.T1Y. IY1C. yttR Vf +n\.ifOfO1 t O. �uTy tl1 lli t NY of ._.• .+� e+t or+ Y bt M\\llt Mf\rN ��� to w t•\Yw Npf��'ftta.ItK- t\LretlwlY. of faleL Yt. W /or+- +M ar \tYPt\ltN\ 00. N\ftlN W t w Y rry tt\ . L a wNa Nlo. <ot .11Y ffM WA "I."" \M p. Ntt \L\LN �r YMY \N INYN\ LbN1.tMLL.11N e n.a tbY wtt wLNs1M Y NN\Y NN\lNtNt.IwtYIN. a W \\.1\ \tllaN W tb ltff\ft rorpna tM.. IunO [ Yw N(MIIHe Mt It Rftme t!t♦1�Y'lY NY Y\\r tlf\L fflt'.+ N.l t/t t.N A \tf le Ul tttl f tM„ MNY 0 +" w lltf tay�e tab a. f;M N 11tMltlfJV iW wr�G[t or • ��/yOL �j HILLIS. MILLIM. CAIKNCROas. CLARK ! MARTIN tlWIC K il WLL i 0 fL�I <C4 w[M[. •/IIOII{\IONAI\(11VIC[C01N011ATIOM .W:u\O.o t01<JLVMOI.L{T116YT � w I.CLWFC M]t t CL alw {(AfTll.V,A\w1YOlOM\ilOt �r _` f LLL.�.CLMtit Y •rAF pullr Ln �(D\�(tlllt] for OM.v •rwt o p([Ar 1 C x�W[ONrOM WiM[MYYTW [uArL r W4fOM �I,0/[L Flllt MC W W II W KtON N.[II[JiCG MG CxN,I[![WMOxt March 7, 1983 Mr. Ron Olson Engineering Department City of Renton 200 Mill Avenue South f.enton, Washington 9eO55 Re: Request for Access to public Documents Regarding Contract With Coluccio Construction Company Dear Mr. Olson: We represent Lincoln County Hills Associates Limited. Pursuant to our telephone conversation of this date, this letter shall constitute our written request for access to and copies of public documents regarding the 1979 Contract between the Coluccio Construction Company and the City of Renton for repair of a sewer line. These documents shall include the letter proposal, City Council Resolution No. 2319. correspondence and billing information regarding the project. Please let me know when this material will be available. Very truly yours, < W /�.w6� Susan Golub Legal Assistant SG:ko AIK&N.ST. LOUIS A SILJ6U wn�Maa Ain[« ATTOwNLT*AT I." .t�aw«a•,a woaaw.a+ Iowa �Cf N.w.bN au.Io-NO 4xb xasa _w wtCT t f�e.1[O ^ MCn COOP tCf Nw t•aw«....CAN SCAT TIC WIJNINOTON e41104 OIONaL 4 .4 c aua�Af w c QVwio w..�.eLL fn�o«owe.�w August 2, 1982 9 Ja.«w.C.MLCON i+LVCN LO 0L80N ,,.up n♦OCwL++ Mr. Ron Olson Engineering Department City of Renton Kenton, WA 98055 Re: Our Client: Frank Coluccio Construction Project: Thunderhill Apartments Dear Ron: Thunderhill Investors, the owner of the Thunderhill Apartments, has agreed to pay the indebtedness owed, and we have agreed to acne t time payments. I expect the first payment to be received Shortly, and final payment to be received in November. Assuming Thunderhill Investors honors its agreement and commitment. no further action is contemplated by this office. Very truly yours, AIKEN, ST. LOUIS h SIIJEG 6e�e rr ��•� GSM:ca cc: Frank Coluccio Construction Go. - l AIKEN.ST. Louis S SIWte w•u•c[•neN ATTOaNlW 47 LAM .eL[a+eNe wo!!w. [�Lowf ,ne Now.ow !ual�Ne 1M'Mw •w�0[ f,w eO n[p COC[,O[ •wr,.uw.. Mc wtu+ Hf.ATtLa WNNIMetOM eW04 OROwO4[ M•wt�N oe�eL..N M�eu.�o July 6, 1982 b 'wwLL•c t Mew[,Jw WMN C•wL.I ION f*eV[M fON• w,LL1•M l OLf oN J•Mt[n LO4w[�♦ Engineering Department City of Renton Renton, WA 98055 Attention: Ron Olson Re: Our Client: Frank Coluccio Construction Co. Project: City of Renton/Thunderhill Apartments Indebtedness owing: $6,278.12, exclusive of interest from December 1, 1981 Gentlemen: This law firm represents the Frank Coluccio Construction Company. We have been requested to correspond with you. In October, 1981, you contracted wl*� the reank Coluccio Construction Company for sever replacene, . and culvert work in the vicinity of the Thunderhill Apartments. Although the con- tract of the Frank Coluccio Construction Company was with the City of Renton, you requested that when billed, part of the bill be forwarded to the Thunderhill Apartment owners for payment. The Frank Coluccio Construction Company did so, but regrefully, Thunderhill Apartment owners have failed and otherwise have refused to pay that portion of the bill despite repeated ant; numerous demands. Inasmuch as the contract was with the City of Renton and because the owners of the Thunderhill Apartments have failed to pay a portion of the bill as requested by the City of Renton, it is hereby requested that the City of Renton honor its contract and pay to the Frank Coluccio Construction Company the balance owing of $6,278.12, together with interest at the rate of 12% from December 1, 1981. We regret that this request becomes necessary but feel that there is no alternative based on the response to date from the owners of the apartment complex. Engineering Department City of Renton July 6, 1982 Page 2 If you wish to discuss this matter, vlease feel free to contact either the Frank Coluccio Construction Company directly or myself. The companv's number to 722-5306. Thank you for your prompt payment. Very truly yours, AIKEN, ST. LOUIS 4 SILJEC Ceotge S. ,Mattin CSM/ds cc: Frank Coluccio Construction Company ( . SPEED LETTER • M F le DATE: PROJECT: SUBJECT: Atigo ,( of T(iun-ilo-I. As,.{t.v.4ti r� rrcr fly Hut�rt —liT� I•�i..�L To)u� < <� f�n i os�r�t�.�yr n-y T-+e. ` e� dj r_449, I(,0 WJ) o� • SPEED LETTER 0 TO: _ DATE: PROJECT: SUBJECT: qn! Frank COluccio Construction Company SEWN" .WATERMA"S • UTILITIES 9eM EMR81E WAY SOUTH SEATTIE, WASHINGTON 98118 (Bw) s»,%M r s fi CY of Rentrn Department of ^a431c >•`elrke Municipal Buildln o Rea ton ',1A 0 DATE 1942 L PERMS: DATE INVOICE CMA�iES CREDIT T WOTk c -Il—._BALANCE Safler S"MP"ti d and a"rove I EAMNC`f IOfw'IfOfoy c alty of T1nUadaehtll Apsrtewnta, per quntatfen of oft. 19?11 for rep)acement 1 of 1M, eranafte nine . .0 ,iuttile \\' tiroran.°, connect to ewnl" snd rock p LU1(P sum Ruh. ctata Sales Max BR ,nF 324,I51.98 .A.{1{I�YOYMi iM 1411 tCL'�:.V Frank Coluccio Construction Company SEWERS - WA,ERMAINS • UTILITIES a 'v 9600 EMPIRE WAY SOUTH SEATTLE. WASHING'ON 98118 (206) 722•5306 i r City of Renton Department of Public Works OAT% Mar. 2, 1982 Municipal Building Renton, WA 98055 TfRwf: a � INVOICE DATE CHARGES C1101T RALANCE t.uaca roar•(owy Work completed and approved on Sewer in vicinity of Thunderhill Apartments, per Quotation of Oct. 15, 1981 for replacement of 10" transite pipe with ductile iron, connect to manhole and rock rip,?�rap. G iAZ TER llfi, utiq OF lyD3________________ $13,380.00 CITY Or ��11DI�1 [sx 883.08 S1.,'63.08 • r•r '��r+ev [o 00 ".env —.- •axµrr or �rewrr uwetr IU•AItM('� r }aAY� [ li,l.lt aAYt I"son ravertecw a•[Ao[•(a •rr rsa talc A,Yy its uanMp..Are r.A� AGAiII(t Tr RNwtt ur•al lev +v.6" •urrown T�A rleAri'•rs *Atennrr ro t aul •su traw 7C. [, _ COI, Jcti I$.*i 54, 3_.3'� [AT) '� 14,.2i .3 1 UTILITIES COMMITTEE COMMITTEE REPORT November 2, 1981 ROLLING HILLS SANITARY SEWER TRUNK LINE 9REAK (Referred 10-27-81) The Utilities Committee recommends concurrence in the Public Works Department's recommendation to proceed on an emergency basis to repair the Rolling Hills sanitary saver trunk line break. The Committee further recommends acceptance of the bid supplied by Frank Coluccio Construction. Earl f ymer, hai raj Th_om_as�" <lL�a1AIC� RICK r Stredicke i Robe Hughess1� mil_{•�..� . Renton City Council • • 11/2/81 Page 2 Correspondence - Continued Proposed Appeal requiring installation of sprinkler system in the old building Continued as wall as new at a cost of $45,000; that the congregation had voted to appeal; noting problem in proceeding with plane. Mayor Shinpoch noted Board of Appeals in Tukwila as possible solution. MOVED BY TRIM, SECOND HUGHES, REFER MATTER TO PUBLIC SAFETY COMMITTEE. Rev. Harvey noted receipt of letter from the City's Fire Mard, .11 stating proposed rejection. MOTION CARRIED. CONSENT AGENDA The following items are adopted in one motion which follows those business matters included. Data Processing Letter from City Clerk reported seven bids rece.ved at the 10/26;81 Bid Opening bid opening foc Electronic Data Processing System. See attached tabulation. Refer bids to the Ways and Means Committee. Damages Claim Claim for Damages was riled by Mary gala& Brown, 500 Bc matt Ave. S. in amount of $106.05 for water damage to basement bedre a. alleging defective storm sewer line. Refer to City Attornevv ma' Insurance Carrier. Court Case Court Case was filed by Metedorf Restaurants, Inc. and Tony Go's Tony Co's Inc. Inc. vs. the City and Reinigs Corporation (Sunset Plaza Shopping Flood Damage Center) In the amount of $250,000 for flood damage, alleging negli- 081-2-15462-0 gence in drainage system. Refer to City Attorney. Court Case Court Case was filed by Bellco Electric 6 Supply, Inc. vs. lack Robert Taylor Benaroys Co. and the Citv in amount of $1,164.26 for personal and Driver auto damage, alleging failure to provide adequate warning at the termination of Valley Parkway near 180th located in Tukwila. Refer to City Attorney. Appeal of Appeal was filed by Dean W. Bitney, Leisure Estates, of Hearing litnev fhort Flat Examiner's decision of 10/14/81 regarding Bitnev Short Plat SP 074- SP 074-81 and 81 and Waiver W-075-81; property located on the west aide of W 075-81 Union Ave. SE, adjacent to the South Annex of Leisure Estates Mobile Home Park. The Land Use Hearing Examiner recommended approval of short plat with conditions and dental of waiver. Refer to the Planning and Development Committee. Consent Agende MOVED BY STREDICKE, SECOND CLYMER, ADOPT THE CONSENT AGENDA AS Approval PRESENTED. CARRIED. Student Observers Mayor Shinpoch welcomed students from Miss Oiler's Government Class. OLD BUSINESS Public Safety Committee Report was presented by Committee Chairman Public Safety Hughes regarding parking violations at city parks, mein problem Committee areas being Lake Washington Beach Park and Ceder River Trail Park. Parking The infractions, such as parking in prohibited areas blocking Violations in traffic and obstructing emergency vehicle movement, have City Parks resulted in damage to park proerty. The committee recommended that parking fines for park property be increased to $25 and that this matter be referred to the Ways and Means Committee for proper legislation. MOVED BY HUGHES, SECOND ROCKNILL CONCUR IN COMMITTEE REPORT. Councilman Reed inquired to automobiles parking In boat trailer stalls. Discussion ensued to essential need for trailer park- ing;and upon inquiry, Police Lt. Caldwell advised common sense is used in the enforcement. MOTION CARRIED. Council President Stredicke rrecorded. t its t es Nmairm cliqwgn t e report Comm_t tee regarding the Rolling Rills amitery sewer trunk line break and Rol,ina Hills recommended concurrence in the Public Works Department's recur Sanitary Sewer mendstlon to proceed on an emergency basis to repair the line• Trunk Line Break The Committee further recommended acceptance of the bid supplied by Frank Coluccio Construction. MOVED BY CLYMER, SECOND ROCKHILL, CONCUR IN COMMITTEE REPORT. CARRIED. • Fo& By city Clerk's Office Only AGENDA ITEM we�e�ee� RENTON CITY COUNCIL MEETING www.wwwewww�wwwwwwwwwww�www���e��w�ww wwwrrwwwew�ww�weweeeeww SUON I TT ING Dept./OIv.i Bd./Cogn. PUBLIC aORAS for Agenda Of 0c:oisr zs 198I Meet'ny Dau Staff Contact R. R Atop Agenda Status: SUBJECT: Rolling hilts Smlitan Fv'wr Consent u Public Nearing Trlatk Lind_Break Co rreapondencf .C%X Ordinance/Resolution- Old Business _ Exhibits: (Legal Oe sc r., Maps, Etc.)Attacn Now Business Study Session A Other B. Approval : C. Legal Dept. res_ No_ N/A_ COUNCIL ACTION RECOMMENDED: finance Dept. Yes_ No_ N/A_ A+ ^horiae emcmerwI to BsPendtitlt+'e Other Clearance recair Sanit; Sawar Trunk Line Smak FISCAL IMPACT; --- Eauendi wre 4equi red $ Amount $ Appropriation- $ Budgeted Transfer Required SUMMARY (Background information, aria- action and effect of implementation) (Attach additional pages '.f necessary.) Saturated portion of the canyon wall beLcw Thotdsrhill Apmrpbkmts destroyed part o;' tha 32 inch trunk eater. "ewporary rspai e were m is immediately; howevsr, it is inperativs that w make proper smayVvicy rspaii Estimated cost $20,000.00. 7h Mdt AiLl Apaptemnts to share in coat - City share apptwsrmsately $13.600.00 Monies available in Utilities Find. PARTIES OF RECORD/INTERESTED CITIZENS TO DE CONTACTED: < a.. - .. •+nv .• .iry rvv av 4-1 ^% V. -,"•v y1,, rarsVgTlny THUNDER H I LLAPARTMENTS 1033 ETHIER ROAD•RENTON,WA.9M•A15-375" A J,anum xa anboment October N, 19CA City of Renton Engineering Division city Hell Renton, Washington 98o55 Attention: Ron Olsen Permission is hereby given to the City of Renton, Department of Engineering mid/or any City Representative or City Contractor to enter and use all accesses of Thunderhill Apartments, TLe City of R•mcon will be held responsible and liable for any a.am:.ges that may occur as R result of its performance while on or about the premises. HmtpactlLlly� c i3e "afian���- Ste tuck Kanse,er Then derhill Apartments Slum OF � T PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 9 235 2631 y WJ%.CIPAL BUILDING 200 WILL AVE SO. RENTON.WASH.SMS ` e 1•En ""t BARBARA r, SHiNPCCH October :7, MAYOR Thunder Hill Investors 1099 Either Road Renton WA 98055 Attention: Steve Zuckerman, Manager Thunderhill Apartments Dear Mr. Zuckerman: On October 6th, 1981. the City of Renton experienced a very high rain fall. As a result of that rain fall the sanitary trunk sewermain to which your complex is connected was damaged. Upon inspection it was noticed that two of your aide sewer connections were also damaged and leaking. In the opinion of the City, these two connections are highly susceptible to additional damage in the furture if their existing condition is not corrected with expediency. This situation is presently in violation of the State of Washington Water Pollution Control Act, RCW 90.48. The damage occured in a deep gulch with r,:.tinuous drainA�e running through it and the area has extremely ?Lfficult access t r repair nr maintenance. A bid was obtained for the emergerey repair of the main line sewer from Coluccio Construction. This contractor has the expertise and equipment to make the required repairs in this difficult area. When the City requested this estimate of repair for the main line sewer, it was determined that substantial financial savings would be benefited by your company, if you repaired your side sewer connections at the same time. So we requested our contractor to give an estimate for these repairs also. Attached herewith is a copy of this estimate. Your expedious response on this matter would be appreciated. If you have any questions on the above, please .ontact this office. Very truly yours, Richard C. Houghton Public Works Director RO:ckd For Use By City Clark's Office Only AGENDA ITEM RENTON CITY COUNCIL MEETING SUBMITTING Dept./Olv./Bd./Gown. For Agenda Of I'c r:•ar 'F Staff Contact (Nesting Vte :.� me Agenda Status: SUBJECT: jb:, 7• 'j ^xai:y, l•ar Consent -_�•: Public Nearing Correspondence (__ Ordinance/Resolution Old Business Exhibits: (Legal Descr., laps, Etc.)Attach New Business Study Session A. Other C. Approval: Legal Dep.. Yes_ No N/A COUNCIL ACTION RECOMMENDED: Finance Dept. Yea_ No N/A__ �er Clearance FISCAL IMPACT: Expenditure Required S Amount S Appropriation- Budgeted Transfer Requlrad S SUMNMY (Background information, prior action and affect of inelamenation) (Attach additional pages if necessary.) ra ,.a _ „q :ar..?-:•':d; •r�aa t�ir•.. . . . r r<• it's. J9rr - .... PARTIES OF RECORD/INTEA(STED CITIUMS TO K CONTACTED: i / TS � Pam Pa. 401/Dop/, SSt. W14 00) *u!S f0ev rhq v+`•w rn Fc Ltrra aHtde.^wJT Frank Coluccio Construction Company SEWERS • WATFRMAINS • UTILITIES 9600 EMPIRE WAV SOUTH SEATTLE, WASHINGTON 98118 (706) 7223306 October 15. 1981 City of Renton Renton, Washington Attention: Ron Olson Gentlemen: Per your request, following is our quotation for Awer replacement and cul•Iert work in the vicinity of the Thuderhill Apartments: For the Thunderhill Apartments Side Sewer Replacement, Connections to Manholes. Culverts under Side Sewer and Rock Rip Rap ----Lump Sum of $7,854.00 For the City of Renton -eplace loll Trenv to Sewer with 12" 0.1. Pipe, Connection to Manhole and Rocs Rip Rap --------------Lump Sum of $13.300.00 Respectfully submitted, FRANK COLUCCIO CONSTRUCTION COMPAN'v President FC!wr October 13, 1981 To File: Rolling Hills Sanitary Sewer Emergency Repair Apparently last Tuesday. October 6, 1981 when the City encountered a major rain storm, the bank along the creek which holds the ex 10" transit, Sani- tary sewer gave way. When this occurred, the sanitary sewer line was broken. It was not discovered until yesterday. October 12ti. It was decided to contact Coluccio Construction to get an estimate on the cost of repair. Action was taken by the City crews to make temporary repair of the main brea,, immediately so as to stop the discharge of raw sewage down the creek. This was accomplished with the installation of plastic pipe built or held into place by temporary scaffolding and [Moen tied down to a tree. The location of this break was at the bottom of a deep ravine with virtually no access by normal equipment to make the repairs. The repairs would have to incluue the replacement of approximately 150 LF of 10" transite pipe, repair of an existing manhole, rechannel the existing stream bed and the installation of rock to hold the bank and pipe in place. It was also noted that the side sewer connections to Thunder Hill Apartments were also damaged. It was ,stinted by Don Monaghan and myself "t it would probably cost $15,000 to $20,000 to make the necessary repairs. The following quantities were used in the above estimate of repairs: 140 LF of 12" ductile Iron pipe 2 transition couplings @ $60.00/ft. $8.400.00 and reconstruction of existing manhole 300 yards of 110 lb. or 2-man 3ck r $25.00/yd, 71500.00 This would Inclu,in the deepening and relocation of the existing channel and placement of the .ock, Total Estimate Plus Sales Tax TrT900.00 The following quantities were used in the estimate for the repairs of the two sanitary sewer connections from Thunderhill Apartments. The estimate for the repair of the two side sewer connections is as follows: Replace approxinuttely 40 LF of 8" ductile iron pipe and reconnect and rechannel manhole @ $40.00 a foot or $1,600 per location $3,200.00 Install approximately 50 yds. of 2-man rock or 110 lb. Pock around culvert @ $25.00 vd. or $1,250 per location $2,500.00 Install two 8 ft. long 36" d'a. tonc. Culverts under now-laid sewer lines @ $90.00/ft. , or $2,880.00 $1.440 per '-cation This wouid Include the rechannelling and deepen- ing of the existing creek Estimate + sales tax $8.580.00 October 13, 1581 To File: Rolling Hills Sanitary Sewer Emergency Repair Apparently last Tuesday, October 6. 1981 wnet) the City encountered a major rain store, the bank along the creek which holds the ex 10'' transite sani- tary sewer gave way. When this occurred, the sanitary sewer line was broken. I. ,vas not discovered until Yesterday, October 12th. It was decided to contact Coluccio Construction to get an estimate on the cost of repair. Action was taken by the City crews to make temporary repair of the main break I"diatelY so as to stop the discharge of raw sewane down the creek. This was accomplished with the installation of plastic pipe built or held into piece by temporary scaffolding and then tied down to a tree. The location of this breax was at the bottom of a deep ravine with virtually no access by normal equip",ent to make the repairs. The repairs would have to include the replacenpent of approximately 150 LF of 10" transite pipe, repair of an existing manhole, rechannel the exist {r,l stream bed and the installation of rock to hold the bank and pipe in place. It was also noted that the side sewer connections to Thunder Hill Apartments were also damaged, it was estimated by Don Monaghan and myself that It would probably cost S15,000 to $20,000 to make the necessary repairs. The following quantities were used In the above estimate of repdir4: 140 LF of 12" ductile iron pipe 2 transition couplings • S60.00/R, S8,400.00 and reconstruction of existing manhole 300 yards of 110 In, or 2-man rock . S25.00/yd, 2.500.00 This would include the deepening and relocation of the existing channel and placement of the rock. Total Estimate Plus Sales Tax $ 5—900.00 The following quantities were used in the estimate for the repairs of the two sanitary sewer connections from Thunderhill Apartments. The estimate for the repair of the two side sewer connections is as follcwv: Replace aporoximately 40 LF of 8" ductile iron pipe and reconnect and rechannel manhole q $40.00 a foot or S1,600 per location $3,200.00 install approximately 50 yds. of 2-man rock or 110 lb. rock around culvert a $25.00 yd. or $1,250 per location $2.500.00 Install nYo 8 ft. long 36" die. conc.culverts under new-laid sewer lines y $90.00/ft., or S2.880.00 S1,440 per location This would include the rechannelling and deepen- ing of the existing creek Estimate x sales tax S8,580.00 ►►CC��__"^^ October 13, 1981 To File: Rolling Hills Sanitary Sewer Emergency Repair Apparently last Tuesday, October 6, 1981 when the City encountered a major rain storm, the bank along the creek which holds the ex 10" transite sani- tary sewer gave way. When this occurred, the sanitary sewer line was broken. It was not discovered until yesterday, October 12th, :t was decided to contact Col uccio Construction to get an estimate on the cost of repair. Action was taken by the City crews to make temporary repair of the main break immediately so as to stop the discharge of raw sewage down the creek. This was accomplished with the installation of plastic pipe built or held into place by temporary scaffolding and then tied down to a tree. The location of this break was at the bottom of a deep ravine with virtually no access by normal equipment to make the repairs. The repairs would have to Include the replacement of approximately 150 LF of 10" transit* pipe, repair of an .xisting manhole, rechannel the existing stream bed and the installation of rock to hold the bank and pipe in place. It was also noted that the side sewer connections to Thunder Hill Apartments were also damaged. It was estimated by Do- Hnnaghan and myself that it would probably cast S15,000 to $20,000 to make the necessary repairs. The following quantities were used in the above estimate of repairs: 140 LF of 12" ductile iron pipe 2 transition couplings p $60.00/ft. $8,400.00 and reconstruction of existing manhole 300 yards of 110 lb. or :-man rock i? $25.00/yd, 7.500.00 This would include the deepening and reiocation of the existing channel and placement of the rock. Total Estimate plus Sales Tax 15,9 0,00 The following quantities were used in the estimate for the repairs of tF, two sanitary sewer connections from Thunderhiil Apartments. The estimate for the repair of the two side sewer connections is as foilo.s: Replace approximately 40 LF of 8" ductile iron pipe and reconnect and rechannel manhole � $40.00 a foot or $1 .600 per location $3,200,00 Install approximately 50 yds. of 2-man rock or 110 lb. rock around culvert ti $25.00 yd. or $1,250 per location $2,500,00 Install two 8 ft. long 36" dla. cone. culverts under new-laid sewer lines p S90.00/ft_. , or $2,980.00 $1,440 per location This would include the rechannelling and deepen- ing of the existing creek Estimate . sates tax $8,580.00 October 13. 19b1 To File: Rolling Hills Sanitary Sewer Emergency Repair Apparently last Tuesday. October 6, 1981 when the City encountered a major rain storm, the bank along the creek which holds the ex 10" translte sani- tary sewer gave way. When this occurred, the sanitary sewer line was broken, It was not discovered until yes G•rday, October 12th. It was decided to contact Coluccio Construction to get an estimate on the cost of repair. Action was taken by the City crews to make temporary repair of the main break immediately so as to stop the discharge of raw sewage down the creek. This was accomplished with the installation of plastic pipe built or held into place by temporary scaffolding and then tied down to a tree. The locai,on of ;his break was at the bottom of a deep ravine with virtually no access by normal equipment to make the repairs. The repairs would have to include the replacement of approximately 150 LF of 10" transite pipe, repair of an existing manhole, rechannel the existing stream bed and the installation of rock to hold the bank and pipe In place. It was also noted that the side sewer connections to Thunder Hill Apartments were also damaged. it was estimated by Don Honaghsn and myself that it would probably cost $15.000 to $20.000 to make the necessary repairs. The following quantities were used in the above estimate of repairs: 140 LF of 12" ductile iron pipe 2 transition couplings u $60.00/ft. $8.400.00 and reconstruction of existing manhole 300 yards of 110 lb. or 2-man rock . $25.00/yd, 7.500.00 This would include the deepening and relocation of the existing channel and placement of the rock. Total Estimate Plus Sales Tax $ 5� 900.00 The follow Ing quantities were used in the estimate for the repairs of the twc. sanitary sewer connections from Thunderhill Apartments. The estimate for the repair of the two side sewer connections is as follows: Replace approximately 40 LF of 8" ductile iron pipe and reconnect and rechannel manhole W $40.00 a foot or $1,600 per location $3.200.00 Install approximately 50 yds. of 2-man rock or 110 Ib. rock around culvert P $25.00 yd. or $1,250 per location $2.500.00 Install two 8 ft. long 36" die. conc. culverts under new-laid sewer lines f S90.00/ft. , or $2,880.00 $1.440 per location This would include the rechannelling and deepen- i ing of the existing creek Estimate + sales tax $8.580.00 \\\ lane 18. 1980 City of Renton Public Works Department Municipa' Building 200 Mill Avenue South Renton, WA 98055 ATTN: RICHARD C. HOUGHTON ENGINEERING SUPERVISOR Dear Mr, Houghton: Per your letter of April 11, 1980 I am enclosing a payment per your request to Coluccio Construction Company in the amount of S18,000 plus Washington State Sales Tax in the amount of $954 for a total payment of $18,954. As with the payment made to your office on June 10, 1980 regarding the site sewer connections for the Country Hills Apartments, I am tendering payment at this time under protest inasmuch as we wish to discuss with your office at the proper time other credits which we feel are due Lincoln Property Company as a result of the damage we suffered when Coluccio Construction Company rebuilt the sewer line on the contiguous property. I will be contactirq you shortly relative to getting together to discuss the above as well as my letter of June 10, 1980. Ver truly, W. Dean Henry WDH:co cc: Tom Touma Lou Porta Joe Moran 6I000"ft&00n0 canwo Y eye. •n,-nee n,e 9s•e >a oe..,r.:e e�aw...:::.�w .n.+ n_2ue -one as.] tif',��cla- IV_K9 June 10, 1980 City of Renton Public Works Department Municipal Building 200 Mill Avenue South Renton, WA 98055 ATTN: RICHARD C. HOUGHTON, ENGINEERING SUPERVISOR RE: SITE SEWER CONNECTIONS FOR PROPERTY LOCATED AT 13DO EASLE RIDGE DRIVE: COUNTRY HILLS APARTMENTS Dear Mr. Houghton: As Ton Touma info- d you, I am in receipt of your letter dated April 14, 1980 which accov% ,ed a bill in the amount of $12,636 from Coluccio Construction regarding the reconstruction of the sewer line in the canyon on the northeasterly side of the Country Hills Apartments. I am enclosing herewith our check payable to The City of Renton in the amount of $12,636. I am making the payment at this time in order to insure an orderly completion of the project and the installation of our units to the sewer line which was reconstructed by Coluccio Construction. However, please be advised, that this payment is being made under protest, inasmuch as we feel a credit is due us as a result of the damage caused by Coluccio Construction during their rec.,nstruction of the sewer line which damage resulted in a significant cost increase to us due to the fact that we were unable to use the previously designated canyon for the storage of our on-site export material. I am preparing some information which will be helpful as we sit down to discuss the above. I will contact you in the near future to arrange for a satisfactory meeting. In the meanwhile, please accept the enclosed check as requested in your let er of Apri 14, 1980. e/ry truly, W. Dean Henry WOH:co ////// cc: Tom Tara Enclosure Lou Port& Joe Ibnn uncow lwalllry cemwnY s.s ..l,F ova MC dnn.w Mla�v,A Waa,ynota.aeOo• �C ane -9fl� ] Crrr OF RsNTON 4857 C1TT TN{ANVNMWM CNMCM 400 MILL AM WI'T11 1 .101001 Mc�mw, WAw. 649511 June 11____19l0 1 I)i%TMN Coluccio Cmatructim Co. !!12L _600 ONn►MOr - i— W__ rIWASHIN W 1M M11[MPI�•`x NMS 3+'Ri, utoo 4B57Mo: 1 2 5000 10 51:0217•0 89tto PROPERTY(�mr` �. c.,hl:. 370 OMMMATING hM.xX!%I i June 19 19Bo I>UjllA 1 h;;;,;;„,,, frank Coluccio Construction Company S 18,954.00•` eighteen thousand nine hundred fifty four alld n0l100--vOLLANY '; twpr�zwMr+w� serer insUUAti0n__---. -- { I:i2 5000 28 61: 49 20L 20it' 0970 r � IaT £ :. = ° c" _ _ _ _ _ •4RESP _ N _ r9 _ E Date lutm lh. l4RU TO: Finance Ucry.lrtmrut FROM: Richard Iloughtou SUBJECT: Lincoln Prol,ert, , ompan i ,,k Plume deposit tlla dtt..h,-d ,.h...i n• Ui, '.pccial Ilepoalt aecuunt and urdw n warrant in the like aIlk"HIt LO tolucrtu Con,trtt tton Co. Return to thi<, utf ire. RCN:pmp . Attachment I � June 10. 1980 - City of Renton Public Works Department Municipal Building 200 Mill Avenue South Renton, MA 98055 ATTN: RICHARD C. HOUGHTON, ENGINEERING SUPERVISOR RE: SITE SEWER CONNECTIONS FOR PROPERTY LOCATED AT 1300 EAGLE RIDGE DRIVE: COUNTRY HILLS APARTMENTS Dear Mr. Houghton: As Tom Tama informed you, I am in receipt of your letter dated April 14, 1980 which accompanied a bill in the amount of S12,636 from Coluccio Construction regarding the reconstruction of the sewer line in the canyon on the northeasterly side of the Country Hills Apartments. I am enclosing herewith our check payable to The City of Renton in the amount of S12,636. I am making the payment at this time in order to insure an orderly completion of the project and the installation of our units to the sewer line which was reconstructed by Coluccio Construction. However, please be advised, that this payment is being made under protest, inasmuch as we feel a credit is due us as a result of the damage caused by Coluccio Construction during their reconstruction of the sewer line which damage resulted in a significant cost increase to us due to the fact that we were unable to use the previously desinnated canyon for the storage of our On-site export material. I am preparing some information which will be helpful as we sit down to disccss the above. I will contact you in the near future to arrange for a satisfactory meeting. In the meanwhile, please accept the enclosed cneck as requested in your letter of Apri� 14, 1980. Very,tru)y, W. Dean Henry WDH:co cc: Tan Tama Enclosure Lou Port& Joe Mcran i N 5 w�a 4n WASHI t}' NGTON CIT OF R•EVTOtY. Y 0SOLU'[I0N ;30. fer the below LYana v and advisable to struction ptoieccr It is rLacesg°t uatment in 19BO con erest and for '�ttE4FAS tovide for add in the publi intc to 9 specified funds er bainB ngpeye°tY °nd 1t:GT0`,. DO THBR�'Oti: NTON. WASH and such ttanet :;OW OF' RE ublic benefit , „ GITY v author�xed anu the p THE G1T i GOL.•CLL OF OLD AS EnUAWS' Director of Finance is nereb. RES The era' SRGT� followin8 tr°naf d made 9 p3rt directed to make the ..A.. attached beteto an hY 19 e f of ,Jun.., 9r. �iCIL this 2n4 day pASSRD BY THE GITY CO Holt-�-; Des A. R 1980 this end day of June. • AJ,pROVED by TH` NpYO • �T 'i1�. `lflv;,t: ar era A"prove d as co fog .•..,• a. +.i ' r- --"'L"i�y LtotnaY swtGIN i E%HIBIt "A" REWLUTION N0. 2339 TRANSFER OF FINDS YITRIN 1975 WATER K SEVER CONSTRUCTION FIND, ANIIISTM 19RO APPROPRIA'T10E:S, TRANSFER FROM, 1975 RATER A SEWER CONSTRUCTION FIND a/c 415/000/15.5N.30.65.06--TE.MTEI1NG UPGRADE. ----------- S 2S.000.00 a/c 415/000/15.534.30.65.13---TALBOT RILL WATER SYSTM IMPROYECTS. 40,000.00 a/c ►IS/000/15.534.30.65.17---STEEL MAIN REPLACDO NT --------- 25,000.00 a/c 415/000/15.534.30.65.20---VATRR SYSTDI INPROVMhNTS/ROSPITAL - 100,000.00 a/c u5/000/00•501.00.00.00--ENDING FUND BALANCE 107.500.00 TOTAL --- $297,500.UO TNANSYM UNTO& 1975 WATER A. SEWER CONSTRUCTION FUND a/c 415/000/15.534.30.65.11—INSTALL 24" WELLS 1 & 2/Z7-MRNETT = 35.000.00 a/c 415/000/15.534.30.65.14—INSTALL 24" 2ND A BURNEIT/ROLLING RLS 142,500.00 a/c 415/000/15.534.30.65.19-•—SANITARY SEWER REIABILITATION --- 120,000.00 TOTAL --_-- 1297.500.00 OF R,r L i A PUBLIC WORKS DEPARTMENT DEStGNiUTILITY ENGINEERING 0 235-2631 LQ MUNICIPAL BUILDING 300 MILL AVE.SO. RENTON.WASH.98055 b P �E[I SEP'to April 14, 1980 BARBARA Y. SHINPOCH MAYOR Lincoln Property Company 515 116th Ave. NE Suit, 158 Bellevue, WA 98004 Attention: W. Dean Henry Subject: Side Sever Connections for property Located at 1100 Eagle Ridge Drive Gentlemen: As pert of the reeonstruction of the sower line in the canyon on the northeasterly aide of your present project, the City was requested to have installed six connection points. The above work has now been completed and billing has now been received from the contractor. (Copy attached) Your portion of the bill is $12,000 plus $636 tax or $12.636.00 total. Please remit a check made out to Coluccio Construction. We will bold our remittance until your check to received and will forward total Pay- ment at that time. Very truly yours"(,�L/^�`; R and C Nougbtonf/ Engineering Supervisor RCH.pmp Frank Coluccio Construction Company SEWERS • WATERMAINS • UTILITIES 9aW EMPIRE WAY SOUTH SEATTLE. WA�HINGTON 98118 (206) :22-5206 AVril 10, '980 Lincoln Properties 515 116th N.R. Suite 158 Bellevu,, WA 98004 COmpleted instllation of 12" D.I. Pipe for the Canyon Emergency Sever Installation per agreement With the City of Renton: Furnished and installed 400 1.f. of 12" O.I. pipe @ $40.00 per 1.f. __________..__________516,000.00 Clearing ----------------------------------------- Za000400 518,000.00 Washington State Sales Tax 954.00 $18,954.00 Frank Coluccio Construction Company SSWERS • WATERMAIHS • UTILITIES 9600 EMPIRE WAY SOUTH SEATTLE. WASHINGTON "118 I206/ T22-1306 April 10, 1980 City of Renton Departamnt of Public Yorks Municipal building Rentos. WA 98055 York completed per agreement for the 12" D.I. Canyon Emergency Sever Installation: Raise Manhole L.S. $ 500.00 Clearing and Road buildg. L.S. 4.200.00 Purnis'1 and Install 12" C1 50 O.I. Pipe 14/2.10 l.f. @ $40.00 513,884.00 Cleanouts - 3 each @ $800.00 2,400.00 24 c.y. quarry rock laid dam @ $14.00 336.00 Six (6) connection. IN $2,000 each 12,000.00 $78,320.00 Washington State Sales Tax 4.150.96 $82,470.96 11,t.Sir•OO� 415fOpo/Ig.534 . 1o•Gs. 19 -- - - 1.9/Y 3 4.41h Pit CITY OI' 371 Y ytYMf4 vr'`iI`. `i Frank Coluccio Construction Company SEWERS • WATERMAINS • UTILITIES 9600 EMPIRE WAY SOUTH SEATTLE, WASHINGTON 98118 (SOa) 7233306 February 20, 1980 City of Renton Departmert of Pubitc Works Municipal Building Renton, WA 98055 Attent,on: Dick Houghton Cent'emen: In re: 12'- .1. Pipe Fmet Fency Sewer Installation Confirming our telephone conversation, we will install the additional 4W I.f. of 12" D.I..tpipe southeaatcrly from Manhole 101 for the price of S40.01y,'6 approximately 516,000 furnished and installed, pb• 52.000 for clearing. if quarry rock Is necessary, the same will be furnished and laid down for the price of $14.00 per c.v. If a culvort is required, the additional co.t will '. negotiated with you. Very truly yours, FRANK COLUCCIO CONSTROCTION COMPANY ` �.:. .t. •- � T yl. r—d a :. c ate.__. Project Superintendent VM(awr 0 r February 20, 1980 City of Renton ATTN: Dick Houghton Engineering Supervisor 200 Mill South Renton, WA 98055 Dear Mr. Houghton: Confirming our conversation of today, please be advised that I an; hereby requesting that the work currently being conducted on re- building a sewer line contiguous to our property located at 1300 Eagle Ridge Drive be continued southward in the bottom of the creek a distance of approximately 400 feet (as indicated on the attached map). Such an extension of the rebuilding of the sewer line would be subject to the following conditions: 1. The cost will be $40.00 per lineal foot or approximately $16,000; 2. The work will begin as soon as possible by your contractor and will progress without delay; 3. There will be additional charges, as necessary, for the following: a. Clearing and grubti•, the bottom of the creek as necessary; b. Providing any rockery if necessary; c. Crossing the creek if necessary. Yery ruly, W. Dean Henry ! WDH:co V cc: Tom Touma Lou Porta Joe Moran WOCCLw MOIMIV L'IMIHnv « ., : .., : „ .•...,.,;;- . ,ry-. .: +. .=a..mr ., 1 SCALE: I° _ iod - , - - l CONTOUR INTERVAL 5' /.--- - /- � �- � - ROADWAY --- -- ca - - - r --- -�. ut RED Q �� z PUBLIC WORKS DEPARTMENT CJ V-'ro WARREN C.GONNASON, P.E. • DIRECTOR MUNICIPAL WILDING 200 MILL AVE,S0. RENTON.WASK TRIM e206 2)5� Sti9 SEPI'M CONFIDENTIAL MEMO CHARLES J- DELAURENTi MAYOR January 23, 1980 To: Mayor Barbara Shinpoch City Council Members cc: City Attorney Finance Director Enginv%-i in9 Supervisor Subject: Rolling Hills Sanitary Sewer During the snow melt and heavy drainage runoff as a result of the story of Saturday, January 12, 1980, the 10" sanitary sewer line serving the Rolling Mills area was severely eroded and washed out in the canyon just southeasterly of its crossing with FA(-405• It Is necessary to make emergency repairs and reylace approximately 1,400 feet of sewer line. We have temporarily provided for this flow into the sanitary system so no hea' ., hazard Is Involved at this time. Tne area is Isolated. We have authorized the Frank Coluccio Construction Co. to proceed with emergency arepa of this facility at an estimated cost of $75,000.00. WCG:jt Fronk C01uccio Construction Company SEWERS • WATERMAINS • UTILITIES 9600 EMPIRE WAY SOUTH SEATTLE, WASHINGTON 98118 'mil 722.5306 January 22, 1980 City of Renton Department of Public Works Renton. Washington Gentlemen: Fallowing is our proposal for 12" D•I. Pipe CR,,.I grn:c Sever Ins tallslyon, per your request: I• Raise Manhole 2• Clearing and Road Buildings L.S. 3• Furnish and Install 12" S 200.00 LS Class SO D.J. Plpe 4, 00.00 1400 4• (:Icanouta i'f' 0 40.00. 3 ea. 00 9 800.00. Total I,400.00 _�,�_ Pius State Sales Tax $63,lo0.00 Quarn• Rock furnished S laid down 2 $14.00 per c.y• Very truly yours, FRANK COLUCCIO CONSTRUCTION COMPANY Ff/awt President i , ,:LL4 ' HI k.L;. ,,. ., JJ'U41=' • '•- n , ni .6. • FILE ..c POIIfI Pt, Lint' gRICLC DIaTHOEF NOFTNIit ENSTING \tom Li ?093.742 WOE. 9349.578 10445.N1 6607.140 1013"s.•,_J 7x54.381 9110. _mot a?r2.08c 9$15.5, 7--5E.9S, 70095.71'� a 5C49.552 93 1 . : - a 4680.531 Il 4L+73.704 ,. 1 4,08,liCI 11$07. J 431.333 IZ154.811 15 70000.00t� 10000.000 I, 48E•0.45? 1250' '$i+ 404,N? 1329-.834 4833.19a 1447,5.03? 4g'7.00e 152ZE. 285.410 1525`�. 1?t . 1 748E.404 15278.143 7654.784 1475 .Jdf ". 8557.324 13944. I5'Q 24 8885.115 147 1a. _ Y ; �`. 10i•J 1 . . . ... , J1 . 4 " . a�. GCJOba 1i+4':. 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'452.231 10967.605 s E4 11162.865 28 yz.4 11109.24 :r msz 11109. 169 ks, ula.s 7780.466 11130.428 e0?.6!o IO$88.Z4:- 28* as e_.5 >� ,n 11059.062 a ,« 11042.596 :< .a o�a> «.� e�2e { 1 s!e 294 779.E4 n Rw1»295 \ ersa - 2 77G7.482. 11078.831 11018-970 . asp- , eOL z 74aae nwz 7452.453 , Z. s 7W9.247 e107 zw 7102.304 10894. 1 mi#s !_a> na « zr z r 107. \\ \&3e 10t, =ea 110 7737.7212® Get:a \{ n ws ez 1 s,r 17: n z.. n1ma> \} a« n Rula\ m_z> '{ s nL xz 2: nwc 2< 'S" 930 110b8.E, -_ 9>.3,232 ]1@25.566 '872.889 11@94.6-4 -935, 175 11059.021 aG 7843.083 11042.601 a41 7931.290 10992. 111 4.2 -780.41' 11130.44: 7767.424 11071.8t•- as M5.98t'.345 11@78.8 39.511 11139.51- 964.255 110@7.80 350 7933.916 10485.21 npkUttiRlE f rt r'E6 POINT DUNE FUR t0lkllr HILLS IM1R BENSON ROAD) 1-324-003-792 • (.ALCED (.R.G. 12,26 79 FILE E0 f \ POINT OURD BEAR ANGLE DISTANCE NORTHING EASTING LIST 10088.497 10705.732 1 9993.742 10696.358 3 9349.578 10445.817 4 8607.140 10113.664 Z 7854.381 9780.321 6 6962.086 9915.57' 7256.988 10895.719 6240.770 9520. 132 4 5849.552 9321.997 4680.531 $793.941 l/ 4673.704 ?439.537 12 4696.667 9934.843 4809.360 11807.680 13 4831.333 12154.911 14 10000.000 10000.000 15 4890.459 12567.769 17 4S34.869 13297.834 18 4833.196 14475.085 19 4837.006 15226.652 7285.410 15259.131 20 21 7486.404 15278.243 7654.794 14752.40E ?3 8557.324 13948. 1a 24 8895.115 14790. 159 9124.%8 15307.365 26 9300,813 1530S.974 27 9578.229 15313.4;9 28 9640.965 15318.535 29 19013.901 15321.20'? 30 10063.388 15321.961 9844.42E 15317.211 31 31 95'8.30? 15310.541 12 .z 9128.015 15306.29E 34 6888.275 1471?4.U2 5 8603.343 13947.558 , 36 9187. 128 13410.75E 9811.743 12763.5l? 37 10033.067 12662.405 ;S 39 10041.38+' 12135.937 40 10036. 176 11678.919 41 9992.287 9549.349 42 9962.267 10423.421 �.. 10008.497 10705.7::2 46 8606.664 10493.370 47 9609.628 10709.C48 48 9596.927 19015.634 49 9553. 154 10816. 165 S0 8476.589 19917.996 51 8362.071 10818.489 52 8252.959 10819.816 53 9084.890 10665.519 54 7919.819 10924.056 S 7831.631 19986.410 S 56 7757.275 11108.930 57 7495.560 11163.200 SS 7308.975 11187.506 5° 7551.969 9165.477 60 7854.678 10750.862 61 7923.095 11929.545 c2 7845.659 10591.743 e1A 7893.446 10492.183 64 7340.943 9999.451 613 7923.048 11928.476 66 7835. 1-5 11930.641 67 7944.8% 12167.561 68 8074.188 12456.882 69 8148.112 12559.597 ,0 8235.945 12978. 105 8366,214 13171. 102 71 8230.795 12892.216 73 8331155 1259fl.56' 74 8499:308 12569.087 715 8449.S41 11935.569 76 8548.382 11770.041 ,7 8662. 152 11559.625 78 8603.34C 11574.020 6594.421 11453.946 79 8-56.777 11150.084 80 8798.252 11181.600 81 8869.934 10684.934 33 8912.919 10721.306 84 6962.325 10731.420 85 8926.989 10708.471 86 10008.497 10705.732 87 181.706 0.000 8992.982 10%6.322 64 8952.361 10697.920 90 8810.075 10611.842 91 8761.223 10578.e48 92 8770.077 10583.869 - . 95 } 86`1 83 10494.011 98 061a.212 10463.422 97 6579.985 10432.950 96 8543.2'. ' 1039$.743 99 8507.518 10364.322 108 8618.535 10478.519 101 6533.617 10476.570 102 7343.743 9999.292 183 7343.280 9998.978 104 7343.512 9999. 135 105 7414.303 12614.489 1tLI6 9295.022 10433.097 107 8891.245 10252.754 t0$ 8701,275 10167.889 109 9282.459 10116.852 110 7743.769 10213.901 111 7413.863 10294.078 P,- 6547.018 18558.686 110 6704.426 10697.397 114 6855.222 19723.310 115 7019.279 10809.64' 116 7102.128 10894.733 117 7309.024 11107. 160 118 7495.654 11162.881 119 7782.388 11099.329 120 7835.445 10954.532 121 9607.140 10113.664 122 24.103 0.000 123 7984.719 11915.895 124 7929.873 10966.504 125 8431.906 11899.658 lU 8481.624 11908.037 127 8531.833 11914.006 lib 8471.551 12450.061 129 8522.844 12474.832 130 8573.375 12500.510 131 8409.061 10821.874 13 8463.621 10107.M 1 ;. 9950.683 8909.012 1 ;4 $354.622 10195.514 15 $239.385 12629.585 8005.248 11973.024 1;^ $446.616 12451.857 13g 8406.971 11901.455 139 8407.345 11908.667 140 $412.364 11990.512 141 8632.200 18478.758 SE44.838 10409.23c i 145 7984.932 11916.654 146 8457.984 12633.595 147 9508.179 12634.593 148 7929.975 19169.468 149 8561.065 10989.956 159 7955.372 11406.912 'S1 8488.404 11424.216 152 8457.072 11903.016 153 8458.770 11892.867 154 8901.426 10679.585 155 8901.374 10670.185 156 8663.146 10671.488 137 8671.756 9999.567 158 8723.685 12638.446 159 8536.921 11425.791 160 8609.582 10991.531 161 8662.317 10676.358 162 7984.924 11915.916 163 8785.531 10997.243 l04 8628.099 11428.751 165 8685.062 10675.763 166 8681.963 10519.260 167 8581. 127 11411.614 166 8406. 130 11891.267 169 8851. 182 10671.418 170 7950. 196 11317.7S_ 171 8763.785 10910.963 17Z 7962.201 11319.396 173 8129. 196 11230.893 174 8332.300 11104. 109 175 $584.203 11000.946 176 $684.227 10965.519 177 8729.455 10936.08`. 178 8761.136 10918.224 179 290.044 0.030 180 8575.498 11427.043 181 8761.136 10919.224 182 8851.377 10670.881 183 7866.853 10214.943 184 7888.213 10494.032 105 3134.558 10•116.977 186 0648.248 104,3.269 187 8643.548 10634. 152 188 8728.434 10555.446 189 $607.140 10113.664 1•?0 8607. 140 10113.664 ;1 4 c; 20' 79. .-.877 11858.638 204 7972.622 11994.397 205 7788.566 10807.976 206 7780.164 11139.115 207 7739.214 11139.216 208 7735.695 11078.538 209 7767.147 11071.548 210 7842.793 11042.247 211 7939.996 10991.711 212 7773.656 11108.833 213 7737.454 11108.879 214 7935.152 11058.634 215 7872.999 11094.307 216 7708.826 10807.986 217 7780.444 11130. 121 218 7739.494 11139.225 219 7735.971 11078.543 220 7767.422 11071.551 221 7843.067 11042.249 222 7931.267 10991.70' 223 7873.650 9999.30; 224 7886.393 10218.617 225 '886.464 10220.818 230 ;'903.561 10514.506 231 3632.207 18458.758 232 7871.261 10458.495 233 7871.241 10514.495 23a 7813.599 10362.478 235 7842.430 10410.487 236 7869.504 10359.233 237 7880.486 10358.595 238 7858.523 10359.870 239 7848.893 10419.917 240 7836.766 10401.05e 241 7871.237 10525.495 242 7871.245 10503.495 243 7902.923 19503.506 244 7904.200 10525.506 245 7822.943 10230.034 246 7827.371 10254.639 247 7352.329 10253. 190 248 7898.747 10241.793 249 7873.789 10243.242 250 7894.319 10217. 188 251 7903.200 10474.221 252 1978.200 10479.246 253 8053.200 10479.270 254 8128.200 104 • .294 255 8378.? ltl4lY.lrO 8428.4.4 19479.392 , 256 8566.2" 16479.437 257 51.208 19479.464 258 258 6033.636 19479.459 261 7991.513 10479.221 262 7773.933 11180.836 262 7737.733 11188.884 7857.983 11868.278 264 55 7933.299 11025.171 2 7749.883 18243.327 270 65 271 7861.609 10223.077 81 7308.938 11107.129 282 7452.231 10967.605 283 7495..14 11162.865 284 7737.422 11109.242 4 7737.749 11109. 169 28 2867739.511 111"q.507 287 7780.466 11130.428 7709050 10808.249 287 289 .872:944 11094.673 7935. 177 11059.062 :q0 291 '943.145 11042.596 7858.044 11068.04 292 293 7933.235 11025.610 4 7931.293 10992.157 `a 2957773.974 11101.139 2146 7767.482 110'1.850 7735.988 11078.8 31 `a8 6804.375 11618.970 300 7452.316 10967.633 381 7495.858 11162.659 302 7452.453 10967.426 '103 7309.247 11107.040 04 7102.304 10894.`4 305 7019.401 10809.738 6 6804.593 11019. 160 30 6855.317 10723.479 30 308 6704.570 10697.618 7673.310 9999.242 Sag 7737.�32 11108.814 7495.857 11162. -�38 329 330 7452.452 10967.405 1 7309.246 11107.019 33 3327102.303 10894.753 3a3 7737.750 11109.179 334 7773.921 11101.155 335 7709.952 19609.274 336 7857.986 11068.638 337 7933.232 11025.566 338 7872.889 11094.674 339 7935.175 11059.021 340 7843.083 11042.681 341 7931.290 10992. 111 -342 7780.417 11130.443 343 7767.424 11071.c67 344 1735.988 11078.840 5 7739.511 11139.517 34 349 '964.255 11007.808 950 7933.916 10485.231 COORDINATES SPORED 41 .. . �. r r t r ✓� '{ K4 r } ''f�`"- a.��. s:•±• .ads • `R • • a • 7 . . . . � � • } / � \, _ > } � }4i> - �R � : . . . � . . ;'. �� a., � . ti4 • �` � � � �� i� p`` �Y �n Y ' � � s � f` • r � � ,•�" z.�4 i,4p' '� ' X 1,. w i � _��_� 5 ` LL� of , r �`, _�, •'*f � t ��f 0 �: �,� ♦. 4K.� � •t r s' d Ry , .e ' � n�t ; ,,r, {, '. . .q � i'� � •, �� 1 .,,, .� J 'r7/A. . yam , r ri ,�. Lt' ..:J' j w!R-.c, - A •. ..� • r . Y�, fy .' � : � i J �,� f �i+ r 1:j :, � � 1 , ,Y=_ �,6 i ;i fib ` , � i � �• �. 1. i 4'� � � •�- t , , 1 �. . ` � r� I � - -� � � ,,, ;: � - i ,, ,. �. r,�► ,, i a �, IWO# +� '' ., ` . . ,. � • ; ''., ~�` � 'r :; i., ' r i, yIl ! fir' 4+� .� ► .�r �. �"s '� �� ��. 1 r vf. of • _ .`'r� ��, ��� .. ��' i r �� y: �1. .! ,' � r. t ,� .? ,. '* ,� 'i �,• �.� >: •. � - ,� - ei ' i � �+' �,' a 3: l ' , F C,. A �' ' .� f=' ...... �. Ta • �� `` .7" � TJ �; , .� •.Y _ t lt� ,+� �� � , ' i` 4 � f.F` '��, w.` . i� _ y � ..L•� i' ' t �( � j`.h r� ��+ . .v . w� i •�� � ,� t ,ti. 0 DATEi4y17/8S -.,_ L , C I T Y OF RENTON P.O.No. 37080 REOUISIT10 4 DEPT. Public Works-Utilities ACCT. 401/000/15.596.38.65.19 S 2,683.60 VENDOR NO. ACCT. f PHONE NO.(10Z) 329-6262 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS Terra Aqua, Inc Same 4930 Energy Way keno, NV 89502 Y. DESCRIPTION 1N DETAIL µCUM 74 6' x 3' x 3' Galvanized Steel-Wire Gabions for Erosion Control on the Rolling Hills Sewer Trunk Access Road Repair. 14 x 30.65 = 2-26810 8.1' Sales Tax - 7 Total 2, 883. 00 PURCHASING TO ORDER AUTN. BY: ' / � TERRA AQUA INC. E�rr.rNr,.N.r W..r.orA.. 4930 Energy war. PAM,NV 89502 T4Mgwne!702)329-6262 y I City of Pmton O Attn: Bob Bergstrom o City Hall A h Pantcn, td'n i8055 T DL J S City of P lton N 1$rnterkMM Shops 3555 N.E. 2Dd Street Pmtm, wadwagtm T If delivery problem arisen D L Call (206)226-0418 mu coo INVO6 DAn VATr$NIN'ED Milne ❑ ❑ ❑ r W1-3046 i•I DA}E— l Aa • ES 1V Mp INV ND. Project% Polling Hills Sewer Trunk Access Road Pkep u.r. 74 6x3x3 caly. Gabions Blue 30.65 $2268.10 WL Salarmmal-4"% i' 183.72 ;I 24 T1.82 2683.60 CI I Oi 8ehilab AUG v -�a�, PJBCNASING DEP1 i AYME T DUE 30 AYS i OM DATE OF I V n INTEREST WILL RE CHARGED ON OVERDUE NINOICE ACOOUNiS]a DAYS FROM DATE OF INVOICE TERRA AQUA INC. 4930 Energy Way. Peno,NV 89502 Telso*ne 1702)329-6262 s City of Penton 0 httn: Bob Bergstrom r City Nall ° Penton, thdd gtm 98055 r 0 J I— rsurf%s y1M SP wussos.fMPf wrowu s City of Penton H Maintenanoe Mi ps 3555 N.E. 2ni Street Penton, WaafuMton T If delivery pmbles arises ° 11 Call (206)226-0418 pUP Pf1EP[rP:f MU .� mu COp IMY°KF O,.IE p4Tf FNwRp Milne © ❑ ❑ ❑ g5 4A-3046 I-- - - ._- — — - --------- -- -- .. V°Ull PTA C�CFP p%fir SAl A% Atf psi Pp - INVM-C- B 1 85 Q84 T— WANIITv C1IF.Mb DffCllNfgN M1i MKf --' PMplll,l -- - -- �.project: Palling Hills Sewer Trunk Ncoess Pond Pepair, 74 6x3x3 Galv. Gabions Blue 30.65 $2268.10 M Sales Tax 8.1% 183.72 2451.82 2683.60 C1iY Ox iith l0i•1 n;;HAjiNG DEM ro IM I1� 1f_ 30 11101DAIE OF 1 VOIL4-._ - ; €41r1Ttnt5Twn1,8tr1l nntuu"n, 'OUS INVOICE ACC(nUNTa 11 aAV5 EPOM°A/E°F lu. ,r_E r ' DATE CITY OF R E N T � N P,D,No, 37255 ff&- -u'��7--_'_- 1 ITISN DEPT. Public Works-Utilities ACCT. 401/000/15,596.38.65.19 $ 7,984.71 VENDOR No. ACCT. S PHONE No. 22"418 VENDOR NAME AND ADDRESS VENDOR "REMITTANCE" ADDRESS Grant Construction Same 12901 - 172nd S.E. Renton, WA 98056 Y. DESCRIPTION IN DETAIL AMOUNT L.S. Rolling Hills Sewer Access Road Brush and Debris Clearing - Misc. Rock Surfacing. Sub total 7 386.41 8.17. Sales Tax 594.30 Total I C� PURCHASING TO ORDER AUTH. RY!y.- L 1 GRANT CONSTRUCTION I NDERGRO1 I, I I ^!T RAC TOR �11Ayf �41,f+I F 6A� IP901172" h f RFNInN WA 98056 - :F CniH Auyuet 15. 1985 _ City of Renton 200 ,M111 Ave. So. Renton, Washington 98055 Re: Invoice for Sewer Easment Road Mai'.:enance. 85 Hours 7 hor @ $ 31.00 + $ 2,635.00 Material per invoice - $ 1,934.90 15% on material = $ 290.24 E.gipmel.t . $ 2,526_27 Sub Total $ 7,386.41 sales Tax 508. 30 Total Due $ 7,984.71 sincerely, Richard E. Grant 3 4235 S-332 Cont. 2 of -3,` DATE 9/17/85 CITY of i RENTON ^,No. 17254 -- REOUNS Tm DEPT. Public Works-Utilities ACCT. 401(000/15 596 38 65.19 S 13 732.91 VENDOR NO.-- S PHONE N0. 226-0418 ACCT. Vr:NDOR NAME AND ADDRESS VENDOR "RDAITTANCE" ADDRESS Gran :on5 truotlon Same 12901 - 172nd St. S.E. Renton, W4 98056 ANQINT Y. DESCRIPTION IN DETAIL L.S. Rolling Hills Sewer Access Road New Gabion Walls to repair erosion of old earthen banks and walls. Sub total 12.103.89 B.l"- Sales Tax 1,029.02 _ Total 13,732.91 U Puac11AS INO TO ODDER AUTH. BY: I l I GRANT CONSTRUCTION UNDERUROLIND t I t IL 11 r C ON A RAF i f)k !'.R aN iC'2 a6F1 i 12sn vinr; E wA�+�riw C,a ni.• :26041A September 3, 1985 City of Renton 200 Mill Ave. So. Renton, Washington 98055 Re: Invoice for Rolling Hills Gabion wall repair. Freight 690-8 S 456.82 121 Hours tabor 6 S 31.00 • S 3,751.00 Material per invoice • S 3,309.28 15% on material - S 496. 3q _ . _. Rgiupmont - S_ A,690.40 1 cub Total 512,701.89 Sales Tax 1,029.U2 Total Due $13,732.91 Sincelvly. Richard E. Grant 3�zsy GRANT CONSTRUCTION UNDERGR0._1_' ...'r CONTRACTOR GAnh l 'Z46V1 12901172No S E RENTON WA 9906E Septembei 1, 1995 Ci.y of Renton 200 Mill Ave. So. Renton, Washington 98055 Re. invoice for rollinq hills sever repair. 206 Hours labor 8 6 31..00 - $ 6,401.50 Material invoices - 6 5.:44.18 15% on material , $ 786.62 Fraiqht 690-6 • $ 456.62 Equipment $ 7.216.67 Sub Total 520,105.79 Sales tax 1,628.56 Total Due / $21,734. 35 ely Richar4 E. Grant 4(lr 01V t ty1e't 1 } �:M41'' u t� ti 3 .. ✓ icra.Apc+tc — ?ie rs:.•veG�. i:,.t, '�"" �' t E,7 3a, .,. J 9� 6 � . q j0 • cJ � MW �_. . ' _ � ♦ 7 ( c �J�'Z rl DO r SO �ll I i F S 4 - Is a55-C 2 Nk �oae�a. Fit/%z rdiC_ fi-a Sxw aw. x ow I.Qo- !3 k h�bAtiJ Xv --- �S �frS f f . k' a Z�b y c E10 :— FtA•� J r'a L — JAC- AUIL rA*MENI TO CA4CADr CULVERT ' P.O 8DI1 21) . ® 4R L'NOION.WASNINO TON MA22]02V QSCADECULVERTDla+mn of AN RK !ncn.ponbn PAGE I P.0 80x?t T,ARU NGT NGTOY WASHINGT0486223021I TELEPI.ONE 12M1436 2181 SEATTLE:BELLEVUE 625�0554 O.U.N.s.04-067 9904 �tlVBIF'BMTt IMrDM'A OAR A NW.MD. 1/08%85 7/10/R5 � 559601 u GRANT CONSTRUCTION CO s RTCMARD GR►NT L LZ901 LT240 AVE SE I", CITY OF RENTDN ° RENTON MA 9sOSS r �* a CCMPLETr a ° T ORDEF NINABEF 81t Tom 00627200 WILL CALL V//—RICHARD GRANT —3i1/2 OF 11 MAY NET 30 n7rN1AV��F _w�cNprlow.� Uwivlim rDTALrEaT �'fUNrtrFlpl AwWET-_' x 558601 16GA 48INX4FT GO SP1- PIPE EA 1 256.00 256.00 s � � a P.0.8./ AALINGTON+MA a STATE TAX CODE/ RESALE • CONTRACT/ CITY OF PENTON a ATTN/ RICHARC GRANT o TEL/ 226-0418 j I 1 , MET BALKS AW1tINT TFADE DIX6YNT W1:lLLANl9t18 pyM9E -- -_ .�_. -$CYM p18lD0Ni RMOUNT 256.00 � ' � l,ps ti 256.00 2-DUPLICATE INVOICE DUN)* 03ow% NET 26560 LB STONE WAY Y OJOx Ull RENTw WK INOTON M l En f M OIrTE r •.O • VLA1T W ID TO .00M€SS CITY DELWER ro - o rVT SAND AVEL _ RUSHED ROCK ft0 TOTAL _ TAX D111NEII TOTAL No. G 5897 R IL NIEMlEIII1 IEEE"STONEMAY TONCAt TE INK RA rwI M MEI IyyE Nr Mg1NMNNwI MWwn•rh 4MwRE�.eEOq•arrWlt YMMRYMlwwwRE wrY IrMy ENpR 4n iML pwr•rwt t.ALaq M0 NY YR 1/Y(R .FAIT 11VIlT MD .iwwY `" 6 59$7 Ywf. ^u MLWIPTO PO lOO LOT ETC w♦ ro. RAM nn VNLAwR UNl04U \wCw -. fN YwPR ��_..._ �._._... • PdINa CUN[PIR r- srw:G'—�- K[NO YlC4LK NO.AYv 4i0/0 I {�i0 42050 42070 \V VMN EVI oW -iic 11 12ozo 42030 ND ROVNO�f =f .d "Go t NT "f 5203 5205 52pY 0 GRAYCI S20P � 204 3206 5206 0 POUNOS 1 a-f♦ 'A'♦. S cTwMw 62410 62050 62050 62040 f 1 cRusNco � `'Of couvr' � „�fnww ui Mnagrt '��ailu f& .. � . .1..__L., Roc• dY020 6N46 62000 62070 w.cw WON SWO3 I ` n pif IpIIrII0 PRcaaE»wggNx NY et i X X i0' 1 nET.T6u aso 00 -� I - .vwo.wT 'm TOT^, 74a 1 RENTON O!lICE TOTAL Era ill,.,.1 «.r ..rNwr«,...wNr+.... wn- 9EUVENY TICKV ••r w.rsue..�M .. �`v` F+A:+4 IWkotrwf I r NM Oil 11 'win wu.a N.rr 1"fUtl ki$OW .,....,. 4 QOJ 4� 1111 f J Ayo ryy h / � c ma U ryy� Ot1.CN ANC Dr •u nA.�.w,..,,.,,Y n.Yy Nun� EHRURS SUBafECT TQ CpRRECT fir. 4 . wG1l 'Jy � Inc. >M ' ^ ❑ SBRMN • y " W2254 1111 Frye Ave, _ Sumnu,Wa %= 'woo %�72�y F I _W COPY cog ;SL72 Bald r . .� •w�aa�. 6' ERRORS SUBJECT TO CORRECTION " INVOICE s; } - - ,•,; k STATEMENT SUNSET QUARRY, INC Iola mlow . ilf[ONw [a f I mom IfYOY[M. ,YAfw MH) W,3M August 30, 1985 ztsuo Grant Construction 12901 - 172nd S. E. ...MwI[••••••. NN Renton, Washington 98056 a •; ; - mwww.r.<.ua .n.c[+�n•ww.�w u.«..u:w.n N,CAM rf 4W W CO WCT *k W$V w[wu o[Twc.♦wo wRuww w.+w roues w[Ilrt vwcf . 8/20/ 5 AUGUST CHA ----- ----�-- 1,228 O Uri \` V t j � i _ � f �T summ WANT. s[c rAMk v.W ,.a uu SUNSET QUARRY, INC. w«,4" #,,d#N.wA m. 9M RENTON-'SSAOUAH P S.E. ISSAOUAH.WASH. "U27 CmmRwr': O,dw No. . .____._.�_—__t.DstE. 1: r C FIJI To_ Truck No HaWLa Rv—. �i SA1 MINUS 1114 MINUS 2"K Y, ._..._ w Kr* _ ROCKERY v Y. RIP PAP —+ SCREENINOS GROSS WEIGHT LBL TRUCK WEIGHT Lam. TAX NET WEIGHT LBA ` ,/( TOTAL — YARDS TONS I.w..M w W iM.�WNrR'.ER:wNawww br w suw a xv alo!•.4 w.liww M S ww�l t..rwlw w.ma r+.wr K..Y•.ew.Rn wwwr Hwp+wv.w...w.Cabr Nrr KO*a pKF EIIIIEIT OW Wr.WE IwEewb.4 MwE.w.w..Nw m wa aw.w An scww wal xw N wn r. wwba b Ip p.w awilll<wMW ap}.EIIwM bN>a/«w..ww Rqxp.ryp«..M1«ie OTixcl xw n .rr awvlr,rF.wwrar.«*bwwlw.ra..a wnr.Iv a,M�„r.e..�•.+..r o..;n.«.��m.. «oMw.a N.F+NIb Rwrwwrbwwftr«nY rrrs YKIEfT au.AK.WG wn w I.prwr.nan ALL CLAIM FOR ANY IIEABON MUST BE lill WITHIN]DAYS COMPLAINTS ON ROCK DELIV ERIEE TOSE RECEIVEO WITHIN EA HOORC 8624 CUSTOMER COPY SUNSET gUARRY, INC. 9030 RENTON SSAO I Cun� s UAH a I,_S E OrOu No NSAOUAN,WAS". BSS77 BIO To -_- 1 Add,," _ Truck No _ �auwd By 5:S NINUS 1114 WNDi I _ - rqr• ROCKERV RW RAP SCR EENINq GROSS WEIGHT LB& ------- TRUCK WEIGHT LB& � NET*EIGHT Los - _--':x. TAX _ YARDS ---- J._ TOTAL TONS a+m•+..ww w,�'.M awww we.y:�rr a .. ----L '� CoW wl.vi q�iw%rar wr°°'M.E.titi.ry�Mwb.'pwgr�waw rNwy r.y wlr.tiYw wir.OMPewMYr�ey.w..Y apy�p�a r�iMy Ml w�Qglrt�•qW b K(YMiI bOwEwMI'*�I.w �Rl�y�11111u�~ w44.Iww�Y yy.q) ul MDEyI YA �'•N�w� M•ro.w„rwpy R iO jE gECEIVEO biTRIN . 8624 e�a p{"OURS x CUSTOMER COPY __-_-- aNpNRv 1NC. SNNSE� 983 0 AENt ON.155 r� gd�to Oe\ne�lu _ h�euleA BV wck Nu _ `, 51B MENUS r KERV s AN ARP ...TAEEMIN(e'S ,i i SAx tAAi1GR visl6gy Loslo tOKb YIsHO6 yN��einis�^a' �w'"'.e�'�� ems"w�m cwM`wvd�e.�. ..0"`� '"�1NV EI.SORM`RE RE EOVf,w�M�1eNOVRF- SUNSET QUARRY, INC. ' •�jBI..�.Mc,r..r,I...rE4•� 9M RENTON-ISSAOLA I RD.S.E ISSAOUAK WASH, W0E7 CultomuCs Ortlm Na. ----- _.. _. ._Dee.__--�.r_�_�__19�._. ddl To AaWess Dehm To ' Truck No..� HwNtl By E19 RRNUS 1114 MINUS Y"x4" __.. 4"xv ROCKERY RIP RAP ^� SCREE—NINGEST-- I _ OROEEWEIGHTLIL 1 f TRUCK WEIGHT IN. j TAX H NET WEIGHT LBS. - 'i TOTAL YARDS TONS i.s«ue�uirw cu«ac�ow+wY,lae rwov«wiw��n.nwrn w,m mrcx a+Mo enr p�+ywn N«r ra++Y. CPaINr n x..I.M a+.vw•.,�...c•9R.wa e.wndrw.dwmlr.n.,,��my.m«..a e.Hd,r NFN.Hot w MpIC MINES}Q{IIMF IMC rNpMe6V IV pPrY{I.iNNrM.NY:•MN ddhl.e.��0.CONH ple.i rR'.n y MY.M NMCI b IY N OY monm 4.rryrny cnNpry p�u M•MMr.Ien..gn.r W r...yl.py Y'IwMV.M1te (e promCl lM•r 1.Y.I W aNIP.IRprcMm W.ttO�e rNl.r+�x rb.6r M.INU or..inNrnbn M'y�W.i1pa•I eiwe Wrcvrp.r IM Pr+1 d MIpY9wITM 11N»0.W�IW{•.n.np•mmrH.r.•p1 MN 6VNfE:pWM�INL Y.P�mnp W�1.1.W.. d...'+n1nr..x.RN•�,Pp'.P O"mpnl Yu i i • im X.pfMMW ALL CLAIMS I'"ANY REAWIR MUST BE MADE WITHIN 3 DAYS. COLMLAINts ON ROCK DELIVERIES Toot RECEIVED WITHIN E4 HOURS. e"3 3 He BY X__ CUSTOMER COPY SUNSET QUARRY, INC. 98M RENTON ISSAQUAH RO.S.F. ISSAQUAH.WASH. SOW OTMr No _LDate_ 19_ Bill To !L. DNiw To Truck®NO. �' � Nwletl By__. � l�. SIB MINUS 1114 MINUS T ."B all ROCKERY 4� RIP RAP SCREENWGS GROSS WEIGHT LBS. MUCK WEIGHT LBS. rJ- TAX NET WEIGHT LBS. / S/ v TOTAL _ YARDS TONS 1 pre.rvH b iqb jIM9ET QII/.RSV,INC.nfpONrMe Iq M1v K\qN M 1M:1F1?4MnF Oxr pOfrry Y M1N rgrxl Cyggrrer le!WMe b fOel.Myq qe Nyt\p.l fluae M cwlwMr gaperlf.lpuwry a arecNr CuYgw pryq Npf ro btl NINSFI'JW RXv wC ,xWnfroN.or J.m.pe incwrep NrrN M xN P.wmxt M wntlynl.oqv Mpr y1 E\W y< Nb.f�'O 1'.Y.pr nvin.:Vrynr�cn.iyx C'uf ell cdycliOn e.gnxe eM rxpnepl.elxrMre rY TO pOleCl\M in Igel o�xnw.IM1 pvrcn>W OI a0w.Mrx'-.'...MROY wN1y001\n rnl.nlrM IOIwn la empunl Ol teq purclrei i11Ne efG0Yn1 if ml p' r uAn�n y0ive a fr�•Mb✓�iq�emenlf an rqf meM bUNSFTWaANY.INC mxx n0 reMefenlelpne a.wrw•IN.waeww...pr..s.r.mpiNp rn.l mro n..e.wl h ernyye Iw.nr w.awe N we ALL CLAIMS FOR ANY REASON MUST BE MADE WITHIN S OAYS. COMPLAINTS ON ROCK DELIVERIES TORE RECEIVED W ITHIN 14 HOURS. 8625 CUSTOMER COPY SUNSET QUARRY, INC. 9830 RENTON ISSAQUAH RD..E. sSAULIAKWASH. 9R027, Customer's �, ` 19_ Order No. 8M To— r _t "ddress Turk No ____l.._.__Haoled BY sift MINUS ltl4 MINUS _ Y' 2"x S" C'x e" ROCKERY — RIP RAP SCREENINGS GROSS WEIGHT LBS. TRUCK WEIGHT 1.85. TAX NET WEIGHT L8S. y —I TOTAL YARDS TONS y; w M eVNSET aVs.Pev.INO.isPPMISN b 1M sIN^ d IMx nu[.W,Yrrq MI/yMI N IrN MrNI GwIT+ a I4Mx M[eN MwV rrw Irud YM FM1Mr Pn Prwlorlrw pIXr['IY.r'W✓W a rrrd GxIN�r.YM!NOT b noW 1pu5fl WMRr.:uC rN�[PxroN p�e�li cMMVcon NPexN+wq nNnnwh NwMN Ha.UM 100m en NpHcr rp\N M yr monlp v'MrYr IMXI JI NnN rM Pur<naYr cl[Po.'e MNNi'r Mr WYfAliIMOINrnMnlrOn ra lr.n l� a'qunl Ol NrP Purcp OXUrF N,ar,nlNn.I peb rNnin dp Wv+w wWbn+NgNll[nM vx Mr^rW.N1N5Er qyL eviNCm mrm+Nmvwne rr[nre+r a+prx[s'� nWNtl INI M4 MlMrlr r[snl[E4 br Nry purWNwW FN xr+ ALL CLAIMS FOR ANY REASON MUST BE MADE WITNIN]DAYS - COMPLAINTS ON ROCK DELIV ERIES TO SE RECEIVED W ITHIN la HOURS. 8625 B"` X -- CUSTOMER COW SUBSET OUARM r INC. n/o..R.Di .XeadyDaa+IAEE" 9930 RENTON ISSAQUAH NO.S.E. ISSAOUAH,WASH. 98027 Cusromer's - ' Order No Bill To AddreN Dellwr To v / _ y T, No Hauled BY S/8 MINUS 1114 MINUS wC' r.KV 2"h S" — VItr. -- — ROCKERY RIP RAP SCREENINGS GROSS WEIGHT LBS. ;) TRUCK WEIGHT LBS`_ _ / 9 �^I TAX NET WEIGHT LBS. !C �., , TOTAL YARDS TONG 1 New.la Nm NN9ET OIMM11.wC nKp+IEY M tlw slw a ewN Fdr blwrq aw poDxlf a nM1 Iplwal. fu.lOM f.11bN ly N.1 yprtl lln pWr ql e1W pn twltlrr pepNty.rapurnrq.xx.d CualpMr.erwa NOL ro hN luN9A QwMrv.A IC.rwenneN ror Cu*w rnwrne.nN m ule Duns. xcpwna dD.IMn)o an.n augwl 1p\K r.Pv nrp..ID Cxryiy:Nqu prue.rl[erNelwn ervrraaa uq eaynn.pw.11dmra rxe to pp4\rM T IFNI pl Mryr ryypM<11Yw Cl.ppre mNMur N M!r MrlYp pl an nnrvlwn Ip'An rd DmPrn�ar uy Dar.rteW r11M. usppn la rwr paa NrrMn]O Mve pe .uea arrpemenu.re ror m.n auNaErowNuv lNt rM rored.e«roans M1.artNNw.NMlaxnr xpK.ar.mpyp MI IM.ryWnl n W.NOM M Mr purppy q uN M ALL CLAIMS FOR ANY REASON MUST BE MADE WITHIN S PAYS. COMPLAINTS ON ROCK OELIVERIES TORE RECEIVED WITHIN N NOUIR. 8695 o X --_.___ _ l CUSTOMER COPY SUNSET QUARRY, INC. •'7fawr..R" .XR.�yrFLu" 9030 RENTON ISSAQUAH RD,S.E. ISSAQUAH.WASH. 9E027 LiRtMMr'$ Order Na._-Date &0 Ta, w1wer To Twck No_ HwNd 9V 6/9 MINUS f}!1 MINUS r.S" .__. 4" ROCKERY RIP RAP SCREENINGS -- GROSS WEIGHT LOS. TRUCK WEIGHT L911. f 'i T" NET WEIGHT LBS, TOTAL YARDS TONS f ww.mt fo ePww auiren ouuKv IBe Iwufwl.,a rc.'prlwY>mw ew w.ro erp Pnwnr w nn 4avr1 CwICM Y I.NY b PW Mn�p pN IhcY Op p W on<uNTr pgllly.rpprty�Mea\Y<ua10iM 1/MP Mi 10 lttlb SUN.ET WM'•IY�WG IFMPlC4�p Np^�P IMv.NO N1i1N W ME YN1VW An NCMnp pYp 1MIi]0 Mrf pv WOIA11a\•�v.w eKNIP CMvly IPN.�P'Vapf[PN[[tM ppnpy GIP rYprIWY N1pAry1 M1rV ro Peplp�tM IT 4.Y�W p M fM NUIpV/�OI ryA'IYIFW Y MNry MI:M1p o1 M IMVMpPM Wn Iw MMunf dbN{WRMip A IMi Mldanl4 W'0\V�IMIn yPyy,y Wfpp rnapFnF�4M nM miy§yy$[t q/.AKV IK n/qrq IIplvPn4�Vq P NY41111N vl�peW.\.,e.prea a�mCIM IMF�pf Inq.IF Y Wf•pY b Yry PFpNr tl up ALL CLAIMS FM ANY REASON MUST 9E MAOE WIMM SOAYT. C MNt'S ON ROCK OE LIVERISS 70 BE RECE.JEO WITHIN u HOURS. 8691 RK4 ' By X f sf ! CUSTOMER COPY SUNSET QUARRY, INC. 9830 RENTON ISSAQUAH RD.S.E. ISSAOUAH,WASH. ftW i Culwmli's s - O'd 'No. ___.. Dow� - 1u�•: BnI To B!S W NUS ' 11/1 MINUB r'YA" rEr E"RS" ROCKERY RIP RAP _ --- �~— SCREENINGS ..v GROSS WEIGHT TRUCK WEIGHT LB& '.- ) 7 J TAX _7_ NETWEIGHTLBS. � � TOTAL YARDS CWpwr u YLv�b mx YWK M MMEW MwMart MM1.'�""9 a ww)w.fwlwW AYE NO1 b mN&YHEt pMWn WC hsvYW M MAL wterM AiM en wq C�aT�ti.M sIXwMM IM 1L4vn M fyNN1 p 1'n 41T iY.nl�firylYM�EMN1v�MiRICfKAMv��K Y1f0.�dN MbTNt N•E r0�r Rv+ 1M1 W O'Vr IM Mf�(r�b��MM1Y•I�IiMry Y111N�Yr MM�niiter�O,yiA�n4i LaWNM r10 pI[MA�1 IC[MINKtptllr�nlV 4t�t"MIiYONFwLnInyNM11Yb 9WSE�W�MIr.W['i tlY1M gAv�N'1MMf Y•v�MMN W1pw,��Mm v MONO IW MY�tiW i iWiMIV M�M OVWN tl uN ALL CLAIMS FOR ANV REASON MUST SE MADE WITHM S DAYS. pOAMLAINIS ON NODX DELIVERIES tO BE RECEIVED WITHIN M HOURS 8692 --- --- CUSTOMER COPY SUNSET QUARRY, INC. 9030 RENTON ISSAOUAH RD,S.E. ISSAQUAH.WASH. 99027 Customer'T '� r i9 Order No 8111 To._. AOMes_ ---:�-- Dalbv To. HaVIed Ov - WS MINUS 1114 MINIX 2- 2" r•x Ir _ Car' ROCKERY ---- _ — AW RAF SCREENINGS GROSS WEIGHI LOS. - - TAX TRUCK WEIGHT LBS. NETWEIGHT LBS TOTU. - YARDS I eweMNNM W1rT O1YMR.X6 Waq IM♦iW OI 111Y F..•aM«Il O«Fer ewrIIOI bb Cuegnw a!N q wM risiM pwa 0rt MM w c.+q+««ewN.'w�FNa ul aml+..i pM pw}awa w Iw eweT O{IaIaTI.a1C wY�WMge�ra►wu«w Mew an WC wear ie MTNa tlwa «INra Io I n\ew anrra«rMlrgTapr W r4flw wa.^w�rWnrr wnlwaN Ne Mylyra a Nr I«eryT.'r.araveKr✓Mre.ery«rrrre mralw wNlyyiOyewe.ale wrro�crrrr�ra .ranl n mI M eew a1 M o T+e+N wrla.arp w w a.«•«n +nnArlt rCl�AN6 0 OK AN Ya wR[IMArwN MUST g%MIAaD F aRTH Www ]DAYS COMKAWTS ON ROCK DELIVERIES TO YE iECEIVEO WITHIN]E HOURS. 8692 x-- CUSTOMER COPY SUNSET QUARRY, INC. 9930 AENTON4SCN.`;;�p '• Cus[o ', WAGUAH.WASH. Sam _Dam_ / - - 001'"'TD, TrVck N. i/1 MEBIi 11/4 MNUS r r.i^ r■r ROCKERY — RWRAP SCREENINGS GROSS WERIMT LOS. TRUCK WEIGHT LB& NET WEIGHT LBS. — TAX rAaoS OTAL—' ;_ _ Iwna miyN FlKmfr cacYw.w wkr a ma aa�er��ViON a r.YIYY a r, MMr WNFEL QMMY.MC�pyY�yy y�rra m•w1w�gY1Y.�Su1n ��oar�b r 1 wFWN. �01Y 1Vr1MMrM V7^i CPwOY N^�r WYM Yq pAgp��RK. KD now. NAM W1~i Y •wl we�uix�b Wna wuew�� _ IL Y� C ^abo.^WW.I �YIKW 9wilYnu nSa,01MM�IMC^VYtY 4' ALL CLAIMS FOR ANV RFASO(♦Rom el HAD£WITHIN 0OAY8. COFDIAINTS ON ROCK OE I KIE$EOeE RE CEIVEDWITHINas MOORS. 8689 R.d K CUSTOMER COPY a SUNSET QUARRY, INC. ���c .,rfs�;Na�e.•, gEM1 RENTON-ISSAOUAH RD.S.E. ISSAGUAH.WASH, 98027 Qnlaner t � .,� Bill Tn � Addren TwO No. � - HwIW 9r Sm MINUS 11(f MINAS 2•s 4" -- IF,,r• V'x S. - - pOCKERY R19 RAP SCREENINGS GROSS WEIGHT LSE. TAMIL WEIGHT LR— TAX NET WEIGHT LBS. TOTAL _— YARDS TOM �4r�M b MO n1NM G1AInI.WO eAOaNINI Y M MVN q 1M`tM 4�q Mf VM�N�Ai NfIRM IYaa�w M NAb b.ur wwu M vuo.M MYH al awlamM aw.N,wawr�.waNr.CNInHY eVen110f b Rtl WIfT CWIVIY.MI(rygylN Ii YM+�ebV�M.MN On W AMNM M MAyy.rOb r.11M M M11FM u lbw Mr NM IMvFndW�bsr W caNr�bn.roabr vb NA.aWb bW�ANYI T.eblaa M�. 1Y�1M W.Meb�9lOIrMNYMa1AVWYYp roMNea sn�MM�Mn' 10'-W MY•Mna YM M[INMnM.s aCwRN+b MY.IM1eMNO WIIIOb�a.^WnN��e.n io ..a 9�w[F�W NFv lNC rwYro NV✓Mnb�mA ' NMINJIA'MMMIM.V�MN a'bIpN.L M��.�MW'.Y.W Y.bA�c-• [r-PAN a M ALL CLAWS FOR ANV*EAsQMNUV St 11AOE WITMM 1 DAY& COGMLAI%TS oN ROCK Of LNfRIEt To Yf IVW WITHIN Sl HOUAA 8689 eKe 1�114f NI NORTH BEND OUARRY 1-1 N,.. n.r.w.,..;• Nona Bena,VN 98045 MOI•( &mnq Aa0ress 9830 Rergal IssaUU4A Ra,d S.E. ezaasre � 'SWUeh.VA 98027 August 20, 1985 Grant Construction 12901 - 172nd S. E. Renton, Washington 98056 �rA1)Y IN N!tiNI A11 yy.1F q W)CCl�wl) Yl R11{W(pyG\q gl•Jlp)) )l(�it Y(TI)(N AND�(TUNN rITN TpyA N(Y•11ANC( -.._ •ux. •xr. 8/2 /85 JULY CHANGE --- --- -- __ 594. 6 AUGUST CH S.A . ----- 4 - _ L DUE 2380 0 _ r Y J - 4 .Na(<w4w U' °k ':``-,' B,"L QUARRY MESTORFFALL GTY ROApI*WS&eA rr fAIL CITY,WA 1BOM MAILING B BILLING ADORSSE CUOICAERFr'E NX AFRI-ISSAGIAH ROAD B.E. Ordx No. 1SSAQUAH,WA SBO3T ' �� 8111 To AddnM Decor To i Tmik No. Hwded BY 6f9 MIMUS 1114 MMM Yr Trxc Txr t"x a" ' ROCKERY -- RIP RAP SCREENINGS GROSS WEIGHT LOS. TRUCK WEIG L9Y. _ TAX NET WEIGHT L13L TOTAL YARDS TONS - prw MI to rrole RAGIN4 RIVER QUARRY rapanilpli yr ryrp«nwa a rMw IrvcE Eml CuilwrrernIrWy 1 fWr R1ouq IM I"u q "maMmwr wE Cg.i\myrpyyt M4I RAVI NG RIVER QUARRY 'YoPirlY-riVUlrlllyiwrtc\ir Whmir AprNi NOf iO 'RACM1ne�MA b O,urrM wniN m m<I cumnia 1u¢nnnnn oqn MAYYI la Iur 4 qr rnmlM1 Mrryirq[Mrge PIW nl�cNItt IWn nprvril>Ain nvnpai]ryialipl>u1wrV)a Ir.�> [o gq�cllMui IMK1 of y1W IM gwCM>w of ipgA milw�il>MreM1v rlIlwM1 d.n...l«r.-n. � �u Purvlwq�l l�R iN:ounl n ra q:J wilM1in y JiY>p>ynide uringrrynlc ar!�a I m>Ui Ilin Iw Anwr�l v f ALL CLAIMS FOR ANY REASON MUST BE MADE WITHIN 3 DAYS COMRLAINTS ON I(DELIVERIES M BE RECEIVED WITHIN 3A HGUR& BY e CUSTOMER COPY $aM BEND � QUARRY PRESTON-FALL CITY ROAO•� .GKEM IBAM044 6 BILLINO A REAE FALL CITY,WA 9B[EE 9B30 RENTOM-IB£J1W ON ROAD¢E. Cmwmer i IS&1OUAN.WA SM7 Order No DEts_ 79�� Rm To_ Addrea Debw To Ttucq N6. - HVAW By trS MIN1A ITN IMNUS r r'AV r•K r• B"Y 6" ROCKERY RIP RAP SCREENRJGi GROSS WEIGHT Lit ++ TRUCK WEIGHT LM J TAX NET WEIGHT LBIL TOTAL YARDS'y TONS r EEn.w mows PAo,go nrven owgnr,wo<..«P,a ew ea,e,»a n»r tea.srr,E e«,nm.�ra mr,.nu«, GMgw.IYOM b RN tlp,A tM,nav P,ftw,on aAIdM PCWrI.MNvmY..,M.w Cua,onr,P«,WT ro btlK4BIgOK1VER pU/.M1'I Mpprnroy,a ym.q.xcumJ amM un„p px,n«s 11,.<[wn,.NCVr,mn�L qy.p ,.0'«t N 1»»M 4o,nP wM'V ctwy..w+.,,..wwaan..c.nw,tea..+on.a.,nanr•,.«ro me,«,,ti,n rna a,Ww.,«P„<e«w a aa..n.,.un.M,O,lufu»e o,.o m..uo�o..an ia,mwM u+„a au,cruw n m» E«ae,v»roroue..urao ao an.,mn,oa u..�.,,w..0 w m,�w ALL WITHIN]oAYS. COSMLAiNTS ON ROCK OEIIVCRI[i TC BE RECE WEO WITHIN N NW Rl 9?4rl a, x CUSTOMER OOPY 1 4u ANr IRESIONirEll CITY NOADi��IA Tyr FAIL CITY,IYP No. Bill N WILING R WILLING ADORERS NSORENMN OroLder No. ISEAOMAN ROAD S.E. C >r WSAOrrAN,W NOiI r BIII To Dabvvl To Truck No. - HwM BY �EIE MINUS 1114 MIN14 Y'a or, Yr R Yr Y'RS" ROCKERY RIP RAP SCREENINGS GROSS WEIGHT LBIL TRUCK WEIGHT LEE. TAX NET WEIGHT LEE, TOTAL YARDS TOM I w'»NI m Nw Raou«+LAVER owRRv rRYMNRbbr IMambN a nwv u.a siNp YNr YrYYwN al Mr rYP�CWbM Y N>r b eoh pqW Ma Icon Etl NwY Yn Y+rlab P4plf.rMl.r^V..w[Nr CWaerx wr.ra MDi b NW RMNNG MKR OIIIiM1Y IaiNR`Y b Myp.xCYiMl.IulaonOW ppMy 1YCWUM.Obs.Mn bYq.Me aryrEr b IMN M»FM WRYV avP+a:ur pl mMplm rwrlw uu rrmYlN.11p+rr.Nw Ir.Orpp.l n�m NraN Yr MIII.RapMY1�Na Mp.rwM:., ,\'pWY MiW nr�n rnMnikvl rOlM bYvym Ol NMuwc�u»I rl.i attpY11 b rW Yrirl pXtln Yl rMr p P:NWra'.�`WnNn1a an pI TaM AU CLAIMS FOR ANY REASON MUST BE MADE YIITNIN a DAYS CONIFLAINTS ON ROCK DELIVERIES TO BE RECEIVED 10111 H1%a HOURI Rpd RY x CUSTOMER COPY MANY YRESTOKFALL CITY ROAO 7rO�n FALL CITY MATRON NAILING G SLLRR ADDRESS Cucto"", 01130 RENTON-RMWO N RCAo E.E. Ordr No. IMMOUM WA EE.1 —'i Om SIII To _ AOWeN_ Delrve,To Truck No. HaAmd BY VE WNUS 1IN RDNU6 — +- -- r -- rRr• - r .r - ROCKERY RIP RM — ECRENINIq - GROE!WEIGHT L!L TRUCK WEIGHT LEL i _ TAX NFT WEIGHT L!L -- TOTAL YARDS TOM �roM rolrweRlRpp NrtR ou��e..uwwa.b M<�beaniwr L AM4MMbaY YgKMbv.i:mM on tpw�w 4^'^eow aop�ry y1M ndm �AFaIAt9MNAIVER OWMYMvmfa.ber^M mc «,p�iw� C.sebw tVw MOi.r e.MMI•armro.n.w F«e�.ancIp .p+m.na,rawyee Ran✓•IYYI OI«yR.MR,slie,�arue'n✓rw�:+wr^uAwa.�".,�MabM.nb ^'M.4n iO Mcnel Mrn .nwni,.a«a«an ae.wa«w e•w.,+«n..,a me« wYu�cw�.nm„ ALL CLAW KOI NEV REASON NIRiT RE NADE tRTNIM S DAVI COSft'AIN%OW RDTX DELIVEIIIES TO RE RICE IVEO WITHIN m NOORS. dAd EV E X__ CUSTOMER COPY QUARRY WIEETDR.FALL CM OAD,��aO� •. FALL CITY.WA EEEEL cWtDltlw Nor. EE>1 a m MI L ADDIIE" _— —:_OEb I•M EEDhRDAD E.E. Bill To„ `+-- .._19 AAOnu - Deliver To Tack No. _ EAMNUE 11N MNq 4`E4^ 7.E 4.. --�--- 4"E4" RV PAP Ef7REfM.NpE ORCEE WEI..NT 1.SS. TRUCK WE.OM yE, NET WENiNT LlE, TAX yAROE --- TOTAL TONE _ i.pr�°a 4..r M4W MYE11 PwpgLDr�N1�a�YY MS Ey.,.4T.4y is tM���.°a wtlmy orr °b nV4n W. aar ...unrwwa nRra �°n"^rrrnMroy+w+i..w.,, ..v.a Amo-anueu.°rro.•.n�.a.°o m•°""'`«%•�ro'+n+.w ro no...r m.,, �LAIw1EON ROCS DELRfA m&UM,ME MADE Iw TMINEDAVE. IVERB6 TO ME RECEIVED wiT lm NRWA& 1075g !«o x CUSTogER Copy . :, QUANY MEETDRfALI CITY ROAD,�WA�.. FALL CITY,MA MD]I AYNLWG 6 EILLIND Aff R*o: cwtar 1 "REN7OR IWIOUWROADtE. fiAOUAN.MA EEE27 soft To DEf1rw To Trook Rkf. %,flo Bf' sn wRw�- ruvwRUE _ r E.•• rAr• .^Ar ROCKERY W RAP ECREENIMOE OROEE RIEIOMT LRE. TRUCK WEW W L!L —_—. TAX MT IIRiIOMT LEE, TOTALX YANK TOM 1 Fry Is1YMYMo1b0 Mrs.QWM11�FdMYb MrcM�a MI M� CVLNIYrY IS NIMMY RrhW MwwM on 4iwiMrNWR,wawrN rwRW Cw1�rI*Y b4YAt �A�MN�YER�RRyy�MMb1M��rwF✓INMYYFrWMYII�IY�MC4�F�IlI?OfM�M Mr OI ra FbiUY1e01aI MIMrr�NM/1 WXA/Un NwN rb wrWMYrlbMlrMA 10 F!M[t FUb rIWIL%M4 RMFW MtMFt �YFb'Y.yrMrMMWMYbIFM4lb XwlhrMMtl WY/WYMMY}b�MMWI�"�`PtO1bNM h ALL QAME FOR ARV REAEDR BMW EE MAM M,,,M 2 DAM COEYLAINn OR MCT DELIVERA2E T(,AECEIVED IrITNIR 24 NW RS 10758 :° x CUSTOMER DOPY QUARRY MEETON FALL CITY AOAO' , FALL CITY.*A NIM 141ILING E W LUNG ADDAEE6 Cwto "' END NEKTON'IEEAOUAN ROAD SE. Order No..__ "RAGUM.WA SN27 Bill 70 Addreu Deliver To ' Truck No. H•oled a. 6IE MINW _-- 111E ENNUE - r _"A E" rxe" E"Ar• - ROCKERY _ RN'RAP ECREENNMIE —' OROB WEIGHT LEE. TRUCK WEIGHT LEE, TAX NET WEIGHT LEtL _ TOTAL YARDE TONS r M•••a NMFAMeq MWA WIAeRI wNaW Nr M.anrw a YW mM Mwy awr Iw�iusWElovp uu�r�e.e.w..l�y.y MW1°•"•IO"r'n.wlr.+cw.u..�w.c�•�..rmw WN•.eb 1Y1. •Mlr.e t•AA einM W..paW.en WOFMni....N•ua,+�.aFe MnIEFq••n r� •.eNve.erw w+xwe..na...Y.�w ieaow�w+. •.'cum w.e••�x•whin W aj�•arw Nl.w+NAea•n Ewnm.ea i.^b.rrxum a.w 4VaI•..N�n.•NrMN e.pwn.w N•M m•ee ALL CLAN NI AON ANY AEAEON MM EE MADE WI THIN 3DAYS COEMLA"Ri ON AOCK OELWERIEE TO EE AECEI V ED W ITNIN,NOVAS i0757 w A x CUSTOMER DOPY QUARRY MEETON.lALL CITY ROAD 7�E ,• FALL CITY,MM EPOSE MAILM G S W LI INO ADORESS "W"ENTON MACIUAN ROAD SE. 1'MiORMr'e IMIAGUAN,WA lW2T Order No.. OaTE Bill To Atloraa WI:Yw To Truck No. BA AN NIA 1114 kip" r Y F 1'• .tx F{•. ROCKERY RIP RAP SCREE"w" GROSS WEIGHT Let TRUCK WEIGHT LBS. TAX MET WEIGHT LBE. TOTAL YARDII Tom r eYpuM n YeR RMIwO MYEP W AM1Y nYawtM b 1ti siM W,M,eW>+r^Yar MMYryu„1Yrwrwr c.eemrr�we b eoN NfeV1e>Fvw EA Rua,w curmrr.r.ercYe.h,rep„eR•rM�Cwro wi pM IIOi rr, ktl MOR10 rY(A gY11Ft MYRMeb EM,p�vµnpvMNwvlp�n,we N,wcoumsrv4,rNnb d}f ue w4pl a,nxwwar'RgME'P'YNrNwprwcym ro.me.w,p.n+Nw,ernnn�ew ro aapr nw.,. wYp MNAY,MPVwW Nps.enpeW w Maev�n .w er r..,e„r..,rn ro r.M.w ameem er ueiuR�pp��in. pw,w rn.n o.N.nnre T am a eww wwgmm.r..ve�a�.w •Ll CLAIMS FOR ANY.AEAAON MUST W MADF WIMIN SDAYS. 10757 COWLAINTS ON ROCK DELIVERIES TO�f RECEIVED WIMIN NNOUR[ ov CUSTOMER DOPY Nom, Rexn QUARRY FREfIOWMII CITY ROAL MAILING E&FANG ADDRESS FALL CITY,WA SEEN 9E30 pEISSAGU IL WA 99 Wp AE. r.IMEanFr's wADUAM,WA EEtn Ortkm No.____ 19�: 8t11 To Addrou _ Trull No. �_' 4"led By SN MINUS r 1114 MINUS 2" 7'K 4•' — 2 ■S" 4"R S" ROCKERV - -_ RW RAP — SCREENINGS GROSS WEIGHT LOS. TRUCK WEIGHT LBS, TAX NET WEIGHT LOS. TOTAL VAROS TOIb --•-..�--_ r.pw rpl to Iwq P.BIMG 91VEP BURPRt r!{ppnai0a b 11v RCrwnf rr rwr Irycy pnyv,P pypr[gyYp mYrRVyMr QarMwr k i4pa rp uµr flqup Ira ru#Vn stow m<wrunw yrcpwrv.ipyvirq•«awv C.vaF+w yW NOt ro IwW PR4iNG RrVER OUAPRv yapu+<>.l ry wnvp vr[.w�ro i�,lErnu�pMa« \�r KCMMeNNtIMn]V WEapa MSMcr ro rh w Rw inwRn W!Tro:wy..wa m oaa<rio.xpanW am,aaaDvde nignNa Mw ro ga.tr ey n. Nraat M eKr rM wrzww nr.iwe w.w a wwr iwrn,w rr P+rirwm«..w,ro+ror.mnrrnr a woa[Mr x mn KWlel N rtR pW a11Ai�]p yl.a urNP4.n.�Vary,1<ae nq mya ALL CLAIMS FOR ANY REASON MUST tE MADE WITHIN S DAYt OOWLAINTE ON ROCK DELIVER IFS TO"RECEIVED WITHIN M MWRt 10759 Ev x_, CUSTOMER OOPY lam ��QUARRY PRE91`01CFALL CITY RDAD FALL CITY,WA 110SA MAILING 4..LONG ADDRESS "WRENTON iSSACUANRDADi.. "toRN!'f ISIAOUA4.F/A 14WT Order No. ,.__Date $ill To Addnn DO",To —_ f Y: Truck No. ({ � Hwwd by SIS MINUS 1114 MINUS Y' Vx4" Y'x B" tr'z B" ROCKERY RIP RAP SCREENINGS GROSS WEIGHT LGIL TRUCK WEIGHT LBL TAX NET WEIGHT LOS. TOTAL YARDS TOFIB 1 prM M{to MM PApINO PIVEq ON.IRPY ga{Tnvpy Iw1N pl!Om v!Iron(rvq JrnNq wM pnwry q Pry!putil, An{arorn4wl-ra coat bVM Hn Mtt�,Wt.'u.+�r<uatam!Y!me.!r.!NRm9,w!lcka Gu.{ww]r pqw Mt]i�q aON g161ND pIV4q OYARgY�apOmMM IDS a.nupp Mu�ReaglN Cn LMpIrv!fN.Ih MCWnI.pq.b IpNppry qt WGrycl la 1:4{armmM.:Mt.']c�4VYpM all Celtic{nn NpyY.a yq rµ.pm(/a yrypryW.{yn.fO tlMR11N M Imw]ohNM.IN purcMY o!Vm.a may.ul n MrM IroNM o!anmgmgn 1n sae rp awWm of yp IIURPINa➢Mn acroo�!n m!p(m alln: v o..- v.n.on srupemew aw mI nerta ALL CLAIMS fUR ANY REASON MUST 1E MACE WITHIN S DAYS. COARLAINTS ON 9O 9 DELIVERIES TO N RECEIVED WITHIN 14 NDORS X CUSTOMER GOPY New u QUARRY IL PR6T0(FFALLCITi 124 RFNM8 BILLING ADDRESS FAI.t CITY,WAHOSa 9B3e REISLAWASIIOIIAHROAO&E. CuElJmar'S ISSAOUAM,Wi.9M21 Order No..__ __ Bill To Addreas Deliver To_ -- Truck No. ---Hauled By SRI MINUS -- 111E MINUS _.. rx P' _ E'xr _ ROCKERY RIP RAP — SCREENINGS GROSS WEIGHT LBS. �'✓� TRUCK WEIGHT LB& TAX — NET WEIGHT LBS. _— TOTAL YARDS TOILS — r praa nW It Iw10 RAW..RIVED OWRRY ryppnatb Iw 1 W adbmq IMF:ru<4 Emuq qar p'ppRlV al mY rpunl u,swiwr!.nwla In cml uwu P.r 1r al aNn oe rwlumr wooanv.'aP.nFq a+r.cw crVlo*a wean ROT w Iptl P.aGrM4 RIVED OUAPPY ngrnvrde Id O.maq!rcur.aC rrFrR on Mq N Cava Me wCRC110 lµ is W'mdCF canlrCO Cw.Vna plot ar!culleclgn p W^aae aM rwfvlraW aPdn♦/a lya.ip pNKKI llb In- IwwlgYYtl.IMMrcFaarpl.Gna ra MnUv wr? snb Cen lw aclWm Dl ee✓1 dMf FawaOIFC KCwYF R nnl W'C nrRNn 1 aaVa a wlitlb N�anCaTenle un m•Ta'le rr ALL C:A FOR ANY REASON MUST BE MADE WITHIN 3 DAYS. COMFLAIRRS ON ROCK DELIVERIES TO RE RECEIVED WITHIN N HOURS. l� aCd CUSTOPMER COPY �X,m mom ARRY sRESTON FALL CITY ROAD �E1Ye Qex1` ,I FALL CITY.WA EE024 MAI O A^ILLMG ADORE^9 4L^0 RENT ON ROAD S.E. CYFSOITIf t 18G4{IAN AN WA WA EF 90 02) OW To Address DPhy To Track No _--Hawed By_ > INS RBNU[ 11/4 MINUS 2" Vx4" 2"x 6" 4"x 6" ROCKERY RIP RAP SCREENINGS �— GROSS WEIGHT LBS- _.._ TRUCY WEIGHT LB6, TAX —_ NET WEIGHT US. _. TOTAL YARDS Tg1S i J Ry.R Ml to WIO PM1OINO PIYFR OL,aRPY iwpm.«y b8M.p1yAN tlYlf AffLLaNY1E Wy ylyye a NR.yf�y\. +41PrOn m 111p1a Ia<qf aMvb fM nY V,i tfu:t m cualayapAyy.ae' ry RKaMa.4lRpw�epPP.NO,p faN AADIMURIVER W1PPv�wpmafdfflm ynyp V'�fNlNapof PEIEp+AA�MAmMRa4r Wn bea'Hp Wlr4t 10IM la pw mpNn cwryirrp N.�O<s Ohs,aM CMa\pl aFtlyy M 1NpO01R aglllya\ti T9 Aaa1 WR m fwa a w,m.aRca+«w.oc..ran«u��.fe„p walaa.RfaEPPm\PeK,rw MIPPa Eae Faaw x Pn avaMl V fCa ptl vMin W O.H w WNg4«hyweaUp na Pey ALL CLAM^FOR ANY REASON AIRY EE MADE WITHIN]DAYS CWlL11INT^OM ROCK OEIIVEAlES TO tE RECEf VED WITHIN N NOIIR& 9396 8, X_ t s- CUSTOMER DOPY • NOR1N BEND QUARRY AMA ROOK ME'oP/AOTM9ENO.`NA EEOME Df{E Uloe'µo �_-- --��� Deliver To.�-- Nw"d SY 619 MINUS 111A Y 1_— Y.r RpGRER RIt IIAr" -- SCRE(NINOS GRG4SSV4143"T LYS. _ TAX TRUCK LOL TOTAL NET WEI� TONS � je\ni,o YARDS _ ra m.W.,• •'�rrriq..wser��aM w �.x eExo»e"as+yr'r�`wa»n� N.w"° ox.r^�' �rw ae.•ru'�\m an^s••.w•.w.•'^..rnw a\"e w\ N�a�rb�erD n IMIfT 'MADE WI•NIN]OAV6 �WR].NV PEAEON NECEIV FO WITNIN]A HOUPf OaMU MgON POCk DEIIVERlEf tO� — _ w X CUSTOMER�T NORTN FEND AUARRY M[AOOWSIROOII Ro.o S.E ,�•"a Ari�M;Yf`aa•• NORTH MNO,WA no* MMlIN6•a1LltN6 AOOR[r r>Q MENTON IrAWAN pOAO KE. D'&t, 't ISGWAN.WA rr) Rat T9 A Adorns GEt,w To Truck — HENIEO aw � I ■�_ N 1MMJf TuawRGE r r•RV r'a{" r*Kr famiftY �. RM R" _.. .� ECREEN"m GROSS WEIGHT LES TRUCK WEIGHT LSS. TAX NET wamw Los TMAL VAIIOE sbe..a r NW rtMrK[[N9owKMr pM.RRN b Ar RV(Y.l J twr W YwR w tlgNry r w.ww 4N.�•w b bIx O.rrM 4rFW w V W ve wKaw vbwnf..EKtR[•b.WY 4Nw NWn e19f R +tle MOMb AE.90lNAAr rNp.rW b bMWenArrl.b.M wplrlvEN AI N.WN{Mi pMMSsrIN rNEru a rn fi i.ewn a/bnE N+P+W M<aYsbe wwrow r b.lArwtlN.+rea1.)ewlMMr .NNNN.I,.MgneMwtl New wtlw."b+er wr.. nWbr NrMMNgnINYtlrrMMb111M iCENWe b.p1 yM Nfbe W NA w YufYM 4ryPeyre br 4 ALL CLAIMS EOp AM/REAMN rMT M MADE W YNW]OAYS WMPLAINT%ON MOCK MLIV EMES TO M A*OMO W YNN 24 HOVOL IV x pe 'b CUSTOMER COPY NOR�TN TEND WIRRRY 7i••E ABA I\INGi BILLIx »DOPEYf •>O.EYTON IEVkD�AH RGAD&E E, wfNjNA E900 I96,W m,VIA IBM Cu1•ox•114 __Dan___._—.--_—. Ob NO. 1),I,w To _ HNuIM BY {,.,rk No we W1/Uw — 11NfMN11t r — ----� ax.r' ROCKERY _ RB RAP OROM wtIWT lM• - - TAX TRUCKWEIGNTI M, TOTAL MET MIG14T LM. - w oaso o•x^•.+a. T� TONS Nxo Ox»xxrWA"I � .ONnN»NI NI,r IIDN i.rrNN,mwror xoxix wxnaaow �wxE••.•IIoxI1 a1✓MfoM•x• c.o+•+'x N.w u as Ikon••xNa Ia aM`m»»IINo'o11ox. M bn�F yy�N�MxU1»n IIIIY••N� aIy„�•xr le WaKl lxw KENO«1 V\Cx�6CM NRa1 a»�M•a�YMI OF•W MxtxT•�I•�•••M xM�xIU �a YN hNa�••�•N M �, aE11+•�»IEw.r.EsasNxw+N IEIw•I•i0••'a•'I���o� N~A� EIITHIY]OAY. ALL ON FOR ANY BE AEDN WAY BE MADE DOIKAVNMTf ON ROC.DfIIVERIfi TO EE RfCEIYED YNTNIN N HD p�g7pMER COPT NORTH SEND GUARRY MEADOWBRODE ROAD E.E. "ILIMRWM3 B KILLINGAM ADORM "O No117N BEND,NA 9BPI6 ��BM7ON U M.WA 4N ROAD B.E. CuslkmErY wAEAIAN,MA BBBE1 Lhow &R To Aoorotl U.hm To Truck No. HWAW BY . B2 W NINE 111E MINUS_-- r rB� --- rxr - - r.r ROCKERY SCR[ENINGS — GROK WEIGHT LIME, TRUCK WENMIT LK. — TAX NET WEIGHT LIME. TOTAL YARDS TONE J— 1 yrw,M N I,dY MW iM NNO WI.Mr NMYOkM Ml IM1 MIIYb M OIY YW.OFNE/w NYMytl 11b NpWI. fuR:,ww N N_rM b,sw�.s„Wq IM Xud ptl fIFrtE rw CUMti pea4ry.Np,YNyf wEtlY.Q,tlbwt ywtl Npl b +on Wllr,l YlNO WARRr NwOww,eM b a,•Vw wavM MtlM waM RENyN MNV,tlq WY MA CM w •qR,N,w.�N„ww,n evNNE wNEw qw wig wNN�.vw tlM,w w^0 n wwtlr MNr^N IIR\To1wNN wM NTI J Y:q Xw tYRIVM el wow^ubryl N 1rM MM,NO M M inNnikwb nw..b,wWM W WE tlMN�EM lIY w[MIAr¢ w..w,IMI,EMYEn MMMw�•�w".,wN ALl CLAYS FOR ANC AEABON MUST EE MAUE YR111Y EOAYL COWLAMIIBDN ROCK DE LIVERIES TO BE RECEIVED WHO IM MM. Rtla CUSTOMEk I'Y NQRTH BEND Q'�a+�R-aRy ADO Wtl E bi+AO PPOAO f.E. 1 PiMat"tOM w"I MNONpKWP pApilF+ J` pUw�T° Hp1fA 8r 40.—J� else 111400us��—� -- r - r �— PaXEPY 'I (1*065'MEION� Nt NEt'NEtONt►.eg' 'fGKf, .� dwN"W.+N'o°'ra"r�+'l l+h"n. YAROe _.,._,.-riFntluu.nn•�«m^e°a�w..�r�'a�.w�+�WN,,,w.aM+��i.r.n '✓l�M�gNP'.VW' ny r..Mv�.WM'p..e 4�.���'!n�'.^'e N ^'K�v✓a�ti .u�.nP"r"'. 'al MAOE 1N]�M URS. w '01, PE]` FPFGEIVEO µ\G\GMFf P�PO!\IVEP1lf t0 B CON'I,FINTF ON _— J__ a«e copy et CUSTOM��R NORTH BEND OUARRY PmEn MEADOWWNODI[ROAD S.E Q ' hlwT SEN4, EMIE•.41M.6 BILUN6 ADDRESS Cuitor»,.,I tIS>o RENTON NSAOU N R lktler No ISSAOUAH,WA MOl jAn SE ONte &11 7a OEIIVEr Tn,_— Truck No _ —�_Haulted St, 6/8 MINI IS 1114 MINUS T -- 7'K4'• — r•Rr' - A KERY -I}—RIP RAP I SCREENINGS J—JRROSS WEIGHT LRS. _ TRUCK WEIGHT LINE. '— TAX NET WEIGHT LOS -- --- TOTAL VAROS TONS _-- prw nd la nob NORTwM •q MMbY NNONNi vd�M w�P.d ITr rryc.yp Lu4nMr b WOv.b W.b w cu.Nmr bE do'YmwM1.�nF'.owN. Mb NORTH E[NIIgUAMYr..pdy�p.lw yw >4w1Y.Npu.enp.,Fr.N.� Luu;mo..W.[ty 1'64 p.r wpM q.�+curr<Fn.Non 4;o[r.m.f.. ..[Cpunlf oVx lnawwv Nptb NN;Ha cNmro cww.w+reaNd,w,.+s�w..nu,.ucn.a.mdwr. �O Mr.w ...dVNyl wb��I.n�yw w��W NnN.pn M�NtldM bNM.cn�a rNw n..nw.r �rOww.ci.;N.. b'w'EM�wN.w M b.E. d wb ourcrNw.a inN Atl CLAt1R{POII ANY REAfOM IRlNT SE MADE WITHIN S DAYS DOEWIAIYTi ON ROCK DE..IVERUS TORE RECEIVED WITHIN El HOURS. Aft, Sy x CUSTOMER COPY NORTH BEND QUARRY MEADOWAROOK ApAp E E.Y��r, NORTH KNO.WA EEDAS MAILING A BILLING N N"OE 9!]G RENTON-M.WAANIS SL CwtdN o! IES+tpUAN,WA SIY1 Ortler No. Oe[e_ BAI To Aotleeu. Deliver To T,,,cL N. _ sHWIEp By,_ S!P MINUS 11N MINUS r r'K 4" rr R Sx SxASN + ROCKERY RIP RAP SCREENINGS GROU WEIGHT LB& �— TRUCK WEIGHT LSC TAX NET WEIGHT LOLL ... _ _ TOTAL —_ YARDS TONS t IyM rm11P MM MOIVYN BIMp OUAPflY Nepu.upN M 11Y oC11YN d INk M1Y<k diNtty oW ppprtY If rrq wtYf 4W1griY n INeN ed cwr IMua iN ING pl oryiY N eNpTN}Iprl v.Nnlrry I uraNr CuarPrW qN�IpJ}(0 1ra1 MMtx EExp OUAIIKY n1 Wnnpy p ynrlry nyunpwdN m eIW vxwrNle In accWny Pbx t0yr piy�N 41ollt�to IN N pF monlP C1R}mp<IW(,ry 11u11��fNiwilron Irpn1�IW�wenMx InwMY<Ma 'u hrnN.,;(<N M MI1 or M W.1M yr<PINr d IpvN MW w q+xNry<gMVE ut M�nNniKn�,�J INn rq Imhnr pl<IE P+tvaN r tnN K[aT14 rof Mq ntMn]OOCY1 cvn10N ur VglrniN IN M mIa ALL CLAWS FOR ANY AEAVrM MDET IIE MADE WITHIN 5 DAVS. COWLA1NTE ON ROCK OELIVERUE TO lL RECEIVED WITHIN N"OVA, R.a Br X CUSTOMER COPY _ NORTH LEND QUARRY WAODMRODK BOI1D B.[, BAILING B BILLING ADORISS M6111NAND,WA N9ti M79RENTUN ISBAOUANROAVaE. CuftaNl•(t 11"WAN.wA BBWT Orwl No, Dn•�.,._.__._._..._.�ID�. Bill To Aod,m Df11Wf To ThuC11 No. H•VNd BV 6111 ENEMA 1114 MINUS —` rxv, rair cxr ROCKERY RIP RAP 6CREENIN06 Gf1o6B WEIGHT LBA TRUCK WEIGHT LBB TAX NET MKIGHT 1,11116. TOTAL VAR116 TO]d�_ INk tna bMN N011TY YEno INA",rrfhnNONIb ON KmryarMrwA 01M1 mN MgiY1Y a RpYAr� pMlonyr N INIH b eaN aaWe rb rrvA NI AYU on<NwAw AawR,wwwV aws+w.Oif1YM�rw NOT w NIp nontn•tnol'rInN11Y wyoNlM y OnnW.�n�wrW•NR prr MIOMnYY�y NpNyl oII1n M.blp'.w Mwr b f.+1 LN nw+n y^iW aMNb W I.r'.dAOXan�M•W vNwON YIa�AH NK to NAM YroM WNf d YAr.MA pueenbA a Ywl rryur n Fsron wLrW a N wMN�en ro rin W Ynowrl M WtlyyaWA M MA MWMI41101 qrC NMFn ANN O.Yk�p!ArypArw.R y,aq rFIM Lit CUIN/B FOR ANY BSASGN MUST BB WDE WITHIN]DAYS. COWLAI"n ON f.00N DELIVEKIBS To BE IISCE IVED WITHIN]•NDUN& CUSTOMER COPY SUNSET QUARRY, INC. Un RENTON ISSAOCAH RD.S.E ISSAOUAH WASH 98017 CuHoma'1 ^ OreNr No 8a1 To — Addam L Debrer To _- 1 5/8 MINUS 111E MH%US -. _ r ^_ r. ar r•Rr•-,raw, -- ' Aw RIP RAP ___ lCRfifiNINGS ._ GROSS WEIGHT LK. r 7 f — TRUCK WEIGHT LM -r--� L/ TAX NET WEIGHT L8A ;�' TOTAL YARDS TORS, S ! �prw nay ro roM e1M!!r CWIIRr.IMC w�aMw I�M eebriw M Rre M wM'N aw wWwir r w AwM snow,.�.a..�o••R Hwr w ew w•ew.e erNnr rwa.roYaEewrir o•now,rw Nq ro wa 9UN9er p�+NN,eIC w•epeRN In ev.el Hnn•e CHI•m ua s�wN!M ereonR aan ran Al e•R•n •wHu m�.�+.ow ne•IA•N'MrnoE••RrsaRrlE•A•wwI nr wevrreRwws�.•..ro oa.n�s n_ w.ud r�M xo enw•rn ar•rw•slrena•wrr.arwea•n.m.Mlerraerrawwna..m wr:nwa.r Ana . .w�waw�inaloYHn••Nr•meHr�Wwwmw.NRpf*ouANn.wr n w•q•••�nam o-wn••ni... •�aaelai.4nY•w FWM ea�W•WnMaw�NN•fn vry q.rM1rwwYw ALL CLAOU"ANv MANN MUST EE MAOE WITHIN]CATS C LAHETRON ROCK OKLIVERISS TO RE REOEIVEO WITHIN 2e HOURS. 8482 ,"'e x CUSTOMER COPY SUNSET QUARRY, INC. W"RENTON ISSAQUAH AD.S.F ISSAOUAK WASH. 9WJ7 C.,Io ,'s 91n To tWwEI To Thick N.. . ,,,iw eT SfB MINUS f 1114fa lle .. r•.y j RacKeev r RN w �. eCREfNIthm " GROee WEIGHT LO& i _ TRUCK W6IGM LYL TAX WT MOW La. TOTAL vaRGe Tom ; i . i 1BEFb1 a MN BGylf grlwe.E4 NUwli es w WwF a wle.yr Rw.�owi EIIEVN a ly E4E Clwr bl.kwMeea MrW wi.RER wR al E.11F11Fr�#eN.+M'Msuwr Cxaalair EEin NBRa MN 9YVMT OIIIIMIY.ERt 1.1.saAirAl.lp aaxwFMAawEwrr..An.Fppy.FaWrNb.FPEIO.n .IIMtI M 1y\Fu Mip.i•MFEa��F4.Y G.MW W1YiWY.11EMYMWF aV Wn N!.1..++lwR W n MIMI V VM.M prt:1.Mn ol.y.,.n•WAY iN•.EY+a�liEaw��MM.b(i.un�V Ytlillalnn Im. .RbMi MIMN�M]pqu.Y w�iw.•�MIiMM WELAa1BEIgMIMv fM.nMArc M'.fN'NiM. •v►V.W w1uU'Yr✓pNau b•^NI4.WI MY aMlla i MNYY IW w10MNY q YM All CLAIMS FOR ANV RVASON MULT ek MAF1E"THIN SOAVB. CCAMMINTS QN ROCR OEUYE RIFE TO BE KECFIVLO MITHIN IF NOUNS 8492 9, x-- ` CUSTOMER COPY NORTH WO QUARRY M ADORWRWK ROADEE. ��•�` •• NORTH KNO.WA M04 YANIINO B AQUINU MROADI 9BL PENTON AN.* N ) iE. CuttdlMf t IEBAWAM,WA tB%1 Ad*" Dsimw To _ Trvct lb. H&Aod by �.. T+H wRw r rPr, 4"Ar..�._ _... ROCKERY "WRAP ECREEMRgE — --,. GROU WEREHT Lft TRUCKWEWHTLEE. �. TAX NET WEIGHT LEi �— TOTAL YAROE.,._,_��. ,TOM —. M.•M w W MOAIM MPD OWM1 wVAlr14 b M wMW N Me M tl^'NI•Yw IMM1 n+.r•pWN 4Ywnb n uW M cW IAwtl N 1'u'S MA MW N M1Mrw WM1t.�4+"W�ns.Y C WIP./.Fwl MD1 bNR011fM BEK00114MYftl gwy\bpyYp.wym ybf��Nv \n VcpW Y/b lyny/•yfM W1PVIw�r.♦rweN.wnw•'rBN ar.rw.sw.rrnMra nuen+�r MN+tlI.NW ro aawiMb Ww1 b M1A.MMtNMY b wi.gyyl NNlr.r/`ftlM MMIs b xN:+r�M b Yq gMY.11.y\Y 11y NNYM�•M DW wRM]0 fM b wuY\p4 tlM1N�tl114111 r MI s:b ALL CLAY BON ANT PE ARM MRRML,,M MI W3OAYB COMLAW"OM*MR OE UVEIRM TO EE RECAIVEO WIMP"HOURS RK'G X _ CUSTOMER COPY NORTH BEND QUARRY .1M.01R11aoR RORo 6. w,1L1RO..ilaua .1R NOR.Nwlaw.w. ..aR��+• ..esa o.dw Ne.�.- ----' &11 To — Addols Dow To TTuck No. :H UE MiwM 1114 MINUS — r ---- 7—i C'- — r.r_ -- rKr — ROCKERY RN RAR _ — ECRilI om ORG"WEIGHT Ll., TRUCK WEIGHT LEE TAX NET WEIGHT LDL TOTAL YAROE _ TONS - -- yw Yr r Yotl wo.*w urro ouaR....+a.r w reen.r rr+.tl s+`�w r rYRm u n w.tlu. gntlwwwrw iwar YYuawww�any�w�Twa.WM1�u.ernrYr wY�arpw 11p1M.TM pN4Y � illalYYIMMYtltl PYIrVWwYllPwi�4Y.iYMYM41lwA uyrtiviWMa. w�M aMi.wrr�ww r rr wM�MYtirA rM tlM w YYitlW tl WY1Y Mwtlrtltl Frr�tltlY MY YcrW IY wM MM Y�arA Yr wlYtl�'w w�sN waL cawllM f011 wlm Riw.oR.111R N aAOt RNRIW s W1YA OOrawlXn of,ROCK o.LR/.RN.TO R.CE"M R111111114 NOURR RKJ CUSTOMER COPY I:T QUARRY, INC. "m RENTON /SSAGUAH RO S.E. ISSAOUAIi,WASH. 99P27 CWt01 1 B,ij To Oelwm To.__.___- L No 5 9 MImm m■ it/E WIRIi 2".W, Al^ il i ROOKERY RM RAP _— `._ SCREENENW GROSS WEIGHT,.LM TRUCK WEIGHT LRE, 4 - I TAX NET WEIGHT LO& YARDS Tom$ ,} ^� �.irr�a N nw e11NIR OIYIIIM.E1C MY4KUYI Ib Y11Y\�MYr b.M�wrIwYMMY�q'�EM�1 CM�lvs rY4 Mtr MwMw M EM Mwll wMar YMMr,rF+4.�rM.OMIe.r y�M rW t• 'rr AMM1 GWIIIM.MIY rMWrIMM epEp EbeMIRM.MNYEHrr•a Merprrey MEK wr MeeA w rre1N p 1\\.R osM!rr11r11�R�RRErrPYM MYpMEyerl�Nfl.rrRW.eMEleRerpe awaw.1rr.1 N MY.1ti prClrM W rCN1.MYW M.✓N bIWrMMrIYIeMMYY W l4MtM W Ewereq\ .MO✓iw.rl arM•��..na.»aw�Marv,..�pnrnywaw+elfMMR0YNe11 Kwpn.YlwM�w TM11�.ANNur+M qPf..M rbpaN M14!M nHMW M WMW MI YM1 6rlYWr p Yr. AlL ClA1MS FOR ANY RE ATOM MUST 9f MACE WI1N1M]OAYA COKRLAINT%ON HOCK OELIVERIES TOSS RECEIVED WKMlM]e NMRS 9188 9, x CUSTOMER COW QUARRY, INC. N30 RENTON ISSAOUANwRDLE, Cullumer'I ISSAOUAH.HASH_ 98027 a Oer No . — Date— Bill To h.]Orau -- —..-__------_ Dabvw To Truk No. _ Hwlals Blr i Srb NENUS _ 11/4 MINUS 2"R E•• _ "- y,Rr• ROCKERY RIP RAP SCREENINGS GROSS WEIGHT. L/II, TRUCK WEIGHT LIM, .......,_._. TAX NET WEIGHT LK Y- TOTAL .— YARDS T ONS oe.wnawbwww+�na.ac,a.YeaRa r«w..«a+r m.e� xeV auMET qulYrr wean ww a.aaro.w wa..p w..Menb w*r awaa. ..Herb rbM p« WC.aMnywbwaM.a.wwaay�aW'wa.u+ww 4wewY.Pw.IKIrN .MrwwMrea�awaHalYJaONYYM IFWMW.wId�•IN.I 111N]t'ylfM aaww.wn m.amrewwYsw FNMrN �� •aH Nw.TOM1.«IH.r we.warY«a.rn,.Yanwa.V.M. Rw1a1 MIYIMMMww+wV saan brwarm oe raV a.0..w. r w'a+FMww+a rn.s..aYNaFrawMrr.n.0 m.r« a+ww,r mi. as«.r«ru.vruw w M vwoo..w... •.«.rnu,.,a ALL CLAIMS FOR ANY REA[ON MUST BF MAD[W S. WITHIN t DAY COMPLAINTS ON ROCK DEIIV ERiH TO EE RECEIVED WITHIN N HOURA 91$8 a;,,1 K CUSIUMER COPY NORTH BEND QUARRY MEADONBIpOOR RgEp SF,r�wB ,• M011TN BEND,WA MD! MAILING 6 BILLINL:ADORESB CNlIOIMi Y BBiO.IENTON I65wOUAN ROAD S.E. Ora.No. Bill To r Adana Orlrv.r To Truck No. Hailed BY 6A SRNUS • 11/4 MINUS Y =rr A B.. r•R r• r•B r• ROCKERY RI►rdP ^_1 SCREENir/GS -- GROSS WEIGHT LOS, TRUCK WEIGHT Lft TAX NET WEIGHT LBS. YARDS Takes om _ GMIOrr�M011M'MYY rM1 MI.MYM 11O pVrl ,. M rNM 11KA 4.r..Y,M,ggyrM1 ii Tl 7iuM1 Mp FlMtl WI.pRYHN ryypxrpy r�. Mr4M'Y,npunpp..r xGuermy, Wrcr m f tiM W,rornn crryuN orww..�.. RwM wrYN ar.ra c..mi....0.::,:unr.wuw iny�ary a al.Mrw.INN rNNOXM YrGWw.m nn.eiuW Nlgrxr. acaunr xrHl a>a*awarm�r..NrwwMrW n.wwaa,mr..i,„ww,r,...r�.,,,,.r,�vw�rwwirxM, ane.nxn 10 Wy.a .i.r+a.w•.rq.wn.a rror rn.a ALL CLAIMS!OR ANY REASON MOST BE MADE WITHIN)DAY& �COMPLAINTE ON ROCK DELIVER'"TO BE RECEIVED WITHIN p HOURS. R«tl CUSTOMER COPY ----- NORTH BEND QUARRY ME ADOMROOK ROAD SA VMA QI^ NORTH"NO,WA 1NIM16 MAILING B FILLING A001FE1{S CoslamEA M3E RENTON..1{►.WA F AUp2) ROAD iF. (Adm No. DFw Bill To Add,. _ DFIiwF To Tfoek NO, _ HWIFd By 11/E MINUS T Y xv xY• ROCKEPY RIP RAP — 3CREENINM OROEE RRiQNT TRUCK LEE. TA1t MET NE101R LEF_ ,,!in TOTAL YAROS TONE I.w.na�e ne,n xanvx eeNa WuxW,.MpxRy�YNxa14PrM INY M a��•kwx M[q�Mywl41np IM.W YeYxMn✓ YYIIF YNPWIy YaS wyyY. bNxOP1H LFxP af�.nPv rpepryyx l,r AFPMrfnPYAxnxF�iyO�.�'avll+aw MYN xp1R MIl1l0ro�q'.WnCnm tmP'V cM�W.VW.M NI•e/pegAnM.M 1Y MOWYYYIYIM EFFMFM MPN e�w�4�Mw.ewna.eo.e mama,,.nnnp..Y,IxY ofw:nNgnn�o'W HIY�YR NR Ta MMIY xrw .uMnlnm YY•Pn�nAMY.ax�.erd.Nr.^W'^.eM.n ro�maA bnPMPY MYM-MAVpW ALL CLAOFF FOR ANY REARON FIUtT FE MADE WITHIN i DAYS COMPLAINTS ON ROCK DEUVERNIS TOM RECEIVED WITHIN N HOURS. Ra tl er X CUSTOMER COPY _$LACK RIVER QUARRY, Inc. A.0.. I.0...1.1R 14261 $EATIIE. WASHINGTON 98175 INVOICE NO 144VOR:E OAT 8-I5-85 Grant tonst. yy • I200I I72nd S.i:. ~ Renton, dash. 96056 L_ PLEA.E REPAVE TNa WM8 WlT FOUR REMITTANCE - }I_� net i0 p/u I PN10E AMOUNT T.,C,."d Rock l 333.75 T^ns Crushed I 4.90 I635.38 j I I ' I I RACK RIVIR Ir.'ARRI.I.1 `« M1MR<.MNOID ON MiT.U.KSOYM.f � • • .USTowk F;fUp, • BLACK RI • QUARRY, INC. • NoSOUTH ,b�� • SEATTLE, WASH.pa,la • �" • 7_72.4¢2p --_� Pol • ----- -__ ..._.DATE / • ___._ •_. rMrTM�~�NMidWIMv,ptt NUM ER K MINUS C*U ED GNV , • GRIZZLY -- �stut �.. • GROSS WEGHT LOS • TRUCK WEIGHT LBS,__ NEi WEIGHT laS � .___ I / � Tu — �---• YARDS _ I •w x oxS • • L 2070 +, • • • ASTOMER COPY • • • BLACK RI QUARRY, INC. • "M SOUTH 140th SEATTLE. WASH-98178 • • 779 d490 • 19 — • •M_-- N1..MOOpFSb.__._�________..--_—..__.__.—__.._ T Uh�K MUMW • I 1 Nr Mp,Mt wy r E,J1Cl BNP OUMUA„ - • w xwn,n�•.a P"' MINUS WASME09MVEi -- -- •1'/h' MINUS _ CRUSHED CiMvEI. —• 2�'h COARSE J SBMO •, .8.. fop sal • GRiZZL. GROSS WEIGHT LBS _ iw • • TRUCK WEIGHT LOS Total WEIGHT L85l .. • • 0.R05 TONS • L o 2 Q 81 fxd*4 a-- • 0 CUSTOMER C.OGT • • BLACK RI QUARRY. INC • • bBDB SC)UTH 110R+ SEATTLE,WASH..9677E l • • 772-462f) • O.1 / DATE 19 61LL ADDR� •M _. TRUDK f4LQWA on""w a AR1 h kACI IRO WAm RK rIAllyay 11 _ *K`AM!Ma nF1tl "M Al mt!wwti tt"MINus aASMED CMYEI — •1 A__MINUS _ .. 7W OOPAYEL_ ----_1--- • 214"COARSE •4 6.. ra saI GRIZZLY —.. -- - ..w _ _ • GROSS WEIGHT LOS ' ---�—' TRUCK WEIGHT LBS _ 1 TOOK - • NET WEIGM7 lBs Total YARpS -pq� •�to X • • L 20813 AIEAE� 7^'IT I • • • CUSTOMER COP • BLACK RI QUARRY, •C• • BBOB SOUTH 140tR SEATTLE,WASH..t 1178 • L�_ 772.4620`--_� • POJ • --( DAtE '• RILL AODRE% p —CK NUMBER • ' 1 mein MM r to RR MAR UD161 iIWRT.a1D~iwaaaa • __ Ip UpaM p Uaar UM1q 6My axx pMpN p q�MM1U MINUS _ Na511EDDMYEt _ _ .._ • • [> MINUS CPUSNE691NVEt i • COARSE • y_ GRIZZLY - — • GROSS WEIGHT LBS TRUCK WEIGHT LBS \ Tax —_NET WEICM',LBS 1'I z ? Total FAROS 110NS •�oD X ° � — • • L 20808 '�1EaAb • cuarorE�cow • • BLACK RI QUARRY. INC • • BBOB SOUTH 140M SEATTM WASH.,"178 t • • Al" 712•4 • PAV •To, 1 NUgBE • +/q M'T q RW 1q gA6A IIW[119UMIIIT IN( tiNgKw i. 'a gtmq N prrc Fu.ereg�Mp g�M N'+v�pxs1 / %-MINUS WAsesosxrvEi •l w-MINUS crtusNE cMv1� • t�h"COAgSE ma • a_ 8` Tof SM —• GRIZZLY •GROSS WEIGHT LBS, TRUCK WE*"T LBS_ w t t�l.'' Tq • • 77 WElGHF ISS. - TOW VAROS I •in x • L 20771 'aGe�t �Bd • • . cusyUMER COO, 0 . BLACK RI QUARRY, INC. • M86 SOUTH tpth M- K— 3EATTLE. WASH.,98178 • • • L _ 772 4a • P p,11 GATE 4 { TY/ BI.L AODFtM 1 • T TRUCK— NUMBS%i T@ t J w."�irrwa w wWiwi i9" MINUS ws"EomytL 1 • 1Y> MINUS mssEowA' ..._ —. 2111 COARSE I V sAw GRIZZLY — • GROSS WEIGHT LBS i __ y_ • TRUCK WEIGHT LBS 2 Vi Took • NET WEI,!! a l .4 TtNN I YARDS • X • L 20�51 . CUSTOMER COPY • • BLACK RI R QUARRY. INC . 8808 SOUTH I01h SEATT LE.WASH.,98178 1 _ 172.4620 ►.O.I _ DATE 1` 19P_ SILL AODRE88 h.R MUM • TO 7 li � �Nq►MR�W lb MM1t MY610UAllllr� M M4MM/R44r1A<t - wY Nmv - • •_ HIT Im — YA" MINUS WABMEDBRAYEI 1'h"MINUS DRUMMED BR AL • 2'h"COARSE "Im _ 4 6 �. _ Tor Bak GRIZZLY •GROSS WEIGHT LBS _ I <•• • TRUCK WEIGHT LOS. NET WEIGHT LBS. J ..� { c? TOW ARDS TON X • L 20765 'XMEAi find • • CUSTOMER copy • • • 13I QGK. Rt R QUARRY, INC • R808 SOUTH 140tA SEATTLE,WASH.,98178 A&W 772.4620 P.O.0 _ DATE •M — C' v F . • 9KLAWRE88 NuM • TM • �nr..rot r�.r r.rtuxac RA1fR WMMy w�c ,Mpwrr V (� • aMt,waOre nx,arxq w«p�,,�mr,puw � M"MINUS gAfucD GROVEL •114"MINUS C g"m PAVES • 2%"COARSE .o • .S" TOP sox---.._... • GR+uir •GRoss W€icr+T ass____ L I TRUCK WEIGHT LBS Tlx •NEY WEIGHT L85. O i - TOW VAROS .TONS •r X • • L 20774 7Jf.RwE / • CUSTOMER CO • • • BLACK RI R QUARRY. INC • • SEATTLE,WASH-261T6 • 66US SOUTH 1401h ` 7724620 POW t. • TO. � XB�r M1110 It" riMMN r _ -- • RR WIw M ow oM - •_ �_, wASREU MV,VEL ---� , V."MINUS CWSKD GRAVEL •t'/x" MINUS _ ✓ p __. •4 '6" GRViZLV {� * • •GROSS WEiG_-I-?`T„ C�,�ry Tax _ TRUCK WEI 6Totat N?CBS . •NET WEIGHT L6S.-- - ` —--- ��.•-• �" ON • YARDS • X • • S CUSTOMEII Co" • r • BLACK RI QUARRY, INC. • 6808 sou ,CO,n SEATTLL WASH..95171 • • P.O. DATE 1D MI.t.ADORERS • M_CBN— • Tol _ I Wo W71 w MII VH IN"an"WAR" WC.myw4m (, w lftx a<ww lma a'. t • SM OTHER w. • A6" MINUS WASHED GAVEI •Wa" MINUS I CRUSHED GAVEL — _ • 2Y2"COARSE S" •4-6" MP SOIL GRIZZLY 1 GRG56 WE164T LRS •TRUCK WEIGHT LOS _ . -.—� TRN • •NET WEIGHT LOS. — — TOM ' • YARDSTONS •RA'Ga X • •L 20797 'AG* ?fe,rl • • . =USTOMEN CJo� • • BLACK RI R QUARRY. INC • GUM SOUTH 140th SEATTLE,WASH...95179 • l � • � 77i-46?^ _�� vo._ _-DATE lot mLL AOUgE$_S__ i To. ' IOWN NOT•will Ih WAS IAEW 0110".M { � i Nr RMu NMW IAy FM MNABNu'1.MIWN - " MINUS - WASHED DMus 1 h"MINDS pMSNEDPAVEt ZVV COARSE v Sum i4.6., �— tTIP snn 6RIZZtr •GROSS WEIGHT L95 .. ... .�1 .. "RUCK WEIGHT LBS ._—�._.! - Tax •NET WEIGH` LBS ( Total ?ARCS x i • l 20795 ',call" Merl I • • CUSTOMER copy • BLACK RI R QUARRY, 1C • 6808 SOUTH 140th SEATTLE, WASH_98178 T72.4620 P'Ox ` GATE r• _ 18. MIJ..AODRE'88 To. Tq • we eR Y NYI r Mx111 MIN ItMNNY.MO ql^r aw■IwE QiMY ttW wR ww MYwI MINUS NNGnEO SNIVEL _WY? VNUS CAUSRLO GRAVEL 2'h"COARSE _ uw GRIZZLY 8.. TOPSOIL ---t— •GROSS WEIGHT LOS___.... _--T___ TRUCK WEIGHT LOSS _ 1- ~Tax NET WEIGHT LOS Toth '... —.-_; YARDS •,;�— 40M XX L 20804 'YAauwf • • CUSTOMER copy • • BLACK RI R QUARRY. •C • • 8808 SOUTH 140th SEATTLE,WASH.,$8178 • 772.46 P.0.4 CIA 7 •M� V } elu AooRpe _ -- •TO. TRr NUMBER • upn RUl 4 tlp B�.{CA RIVER 3DApRY RIL ^ +a xt�m'a inxM,I'uud 0! MN�eN4 � Mkt Mr prNtlN it mr 11CY61 1' • __ _ • L/i" MINtiS IVASMEO GRAVEL — •Ph" MINUS CRUSHED GRAVEL COARSE _ WAD • 4 G.. 1ou of GRIZZLY i -• •GROSS WEIGHT LBS TRUCK WEIGHT LBS _ r• t TU —�-- • NET WEIGHT L8S l � • --- ---�-u-��,i tl.__._{.TOW ' • YARDS i TONS : x • • l 20852 � • • • CUSTOMER COcr • BLACK RI • S°UT4 /00th QUARRY, INC. SEATTLE, • WASH.,B6t70 77 . F 0.1 M DATE • ♦ .. a4 ADOpEgg�--- - �aC1 e"'m fM«rnrn ER'RI 0 EU~RRY—"�1-1 H • •"�-� �- _..__. - a nre�_oroYerq.�f�e�MSi IYIi ! MIMU6l� C: • 1'h..M - MASHEUSM YEI ' - • 2'h (oA ORUSHFBgIMyEL • 4 -6 SAW GRQZ YL -- romp • GNOSS WEIGHT iHU..CI(WEIGHT LGS. t' L. • NET IGHFj Tax •n° X 'ON5 • • L 20844 • • • CUSTOMER COP, • BLACK R QUARRY, INC. � • SMOS SOUTH 1401h SEATTLE. WASH..98170 1 AA� _772.4820 q.O.R / • -- o E a ) M ` RILL AOOgER$ � _ '--'----• lw man O AO1Y r StA01 SIE61 • •-- AOS1�MyrMiq PARMMMbN4 Mom i MINUS --_-__ ASnED GR_-' nA�— • IV,-mil NUS CRUSHED GN1YEt 2-h ,COARSE SAxo --- . �tLI TW SOU — -- GRIZZLr -- • GROS 3 NEIGHT LOS ✓' TRUCK WEIGHT LSS.___ I ( ;t) - T& • • NET WEIGHT LSS.____ TOW _ YARDS TONS � .�Ee° X • L 2U635 i0i1E" *...f • . CUSTOMER COPY • BLACK Ri • QUARRY, INC. • ""SOUTH tbth • ` SEATTLE,WABM.,SM 7S J� 772.4 TE P.o� • aJ.AOpgO,a RPM NOT 11 NW ftumU Nm T K NUMB p • • NPtM hIX� yyh Paw„mc ss MINUS� — • • 'A.-MINUS WASHE p GRAVEL I 2W COARSE cnuSHEosTUYEI sAho GRIZZLY TOP SOIL • _WEIGHT LOS, • TRUCK WEIGHT LSS. • NET WEIGHT cgs - -- G Tax • F L- TOW YARDS • •NkP X ''DNti Pr • L 2�� '�A! �Aqr� • • •' CUSTOMER CORV • • • BLACK RI QUARRY. INC • SSO9 SOUTH 140th SEATTLE,WASH ,99178 • • 772.4 • r r nO� — °A •M — • � INLI ADORE99 —.-_ N� • • • IV"mill ro MM Ilro YUCK R111FR W RRRT INC 1MMb1RIR ' 'r I . IM R4ont ul IMO IrVt\EbYM Oro h�11 T q mil \h"MINUS __ WASNEU SMVK •11h" MINUS CRUSWM 9MVEL • 21h" COARSE sm •A_G.. _ TOP SOIL • cRlulY GROSS WE16HT 155, • Tax •TRUCK WEIGHT 0S. — _.. Tow • •NET WEIGHT LSS YARDS TONS • 0L 20831 • _,,o"ER CORM • • SLACK RI QUARPY, INC. • SSOS SOUTH 140ib SEATTLE,WASH.,661?a77 - • Lam_----- — l • • UA E -1i -� ►.QM -- - _ M -- TwN HUMS BLLL A00NES6TO, MI • iMAMON01f1 M1ME1 as Olt n MN I - • r zrznrMr llnE UM _. — — • zA" MINUS w�sREO MVEL • •t�h MINUS CRUSHED 6fUYFL _r-- TzwSWI - •GROSSf LBS _�, I n i TAX �J TRUCK WEIGHT L&S. _ -_ !��'�.•1--- -Tohl* • . •NET WEIGHT LBS_ y�-- i v AROS TrgS • •nW-- M�/ • �L 2082-1 • custoMEpoaY • • aVARRv' ,NC 9Pt'P • • 6 ACV, sool E. • `- K • •M'..-� PEE �.- � � /�,�� �M� '_ ` urM (R1 1GN(IRS,r-- •-- (oN, v pg05 • x ` 20�25 • • . CUSTOMER copy • • BLACK R QUARRY. INC • e.oe SOUTH 1/0m SEATTLE.WASH.,ee17e • • �j�0i11C 77a nF�n -1 am P.0.1 '� • P f ru�oowEss ---. •70; NUMBER._.. � 'MAN RDT M IIIM CR Rryt1AER�-' • M/NU$ VMSRED M61VEJ -- •I'h" MINUS - gHISME06RRVEl 2'hCWRSE sm__ • •1�S.. row WL GRIZZLY •GROSS WEIGHT LeS TRUCK WEh ?1e5. I � � --- • •NET WEIGHT 185. _.. ___ •� x TONS •1. 20855 '�f.elf }e„/ • • -0yoMER COP 0 . BLACK RI QUARRY, INC. • 008 SOUTH 140tn SEATTLE,WASH..U178 P.OA 'ATE l ` . N ag 4 t0 E�/YI Y_RW FMM,wt RMMbtl IC j ^ BER�. U ag, MiNU3 _ uOPAV& •"t MINUS CnD$t¢D GNEYEI • � 'S _• lop SOA ._GRIZZLY _ _-- GROSS WEMitti t!S + tffi WEIGHT l85 1 Total YARDS OFX L 20 916 %6" �.,!/ • • CUSTOMER COPY • • • BLACK R QUARRY, INC. • 68M SOUTH tpgr SEATTLE,WASH.,96173 P.OJ ___ `". BILI A .DDNE55 • TO_ Tf*'X NUMGER • .r.ROT r Mr s nMx RaER aIEM w y i,/t 9�M Iles Nook M" MNIUS MMSNEO OMYE i 'I • iv, MINUS cnusxEoamrcl 2Vx�COARSE SAND _. 1 . • •{.6" rop SUL GRIZZLY - • • GRDSS WEIGHT 16S. __ � —'"�" TRUCK WEIGHT LOS. _ 'v T6R ---Y y—• NET WEIGHT L8S- � '�( TMN YARDS ipNS • e. X • • l 20910 -AM" *d • • i CUSTOMER COP' • BLACK RI QUARRY, INC. • i SM SOUTH ,wtn gEATTLE.WASH..g8,78 • i DATE �- nz� • M _ TW1CKTfY1 -NUMB�N- i i TO-�--r 1�. •twrw�atw� wawM'-�--„mow----il i rwrrtrr.r�M�EwM� _. +y" MINUS . i,ih MINUS CRUSRFO(pMVEI -- GRIZZLY i GROSS S MIEMd!T L&S. - I_ Tax TRUCK WEIBNT�_-.-.-. i NET WEiGH� VPRDS TONS • • Now" x 'JKaR4 • L 20898 �' • ' . CUSTOMER COPY BLACK RI R QUARRY, INC S 6817R SOUTH 140fh � SEATTLE. WASH..98178 772•4620 roe •M _ ATE •RILL ADORERS TO. - �, TRUC1i NUMBER. mow,0OT MI1 nx d1ACM RdRPiI gMMI/.N1C M•AMP MCI imMf lop 1+xerh u�mr.-auuoif MINUS • wASxcosluvei -- 11/+"MINUS - 296:"COARSE CRUSHED GmVE' 6.. SANG • GRIZZLY roE'soli. •GROSS WEIGHT LBS -- • TRUCK WEIGHT LBS. ^_._.._� l_ ✓ •NET WEIGHT LBS. __---. --•-- --�T-E.__. Tom YARDS IONS • Ewe X L 2089-4 _.__ • • '�USTOMEP COPY • BLACK R! QUARRy � • • $008 SOUTH LOIN , INC. • SEATTLE,WASH., 88/T8 P.O.@ • •M,._ _- TE INLL A00RESG E 191 �Mw N1f•yy TRUCK NUMBE •�_ r MwI M RMY yMy m GEIMRY,wc,ryIMyN • MINUS _ MPrNMPq Np�y� �- ` 91'12,. MINUS WASHED GRAVEL • 2,=ARS CRUSHED GM1'fl •A-v sw0 GRIZZLY J IOPwL_._ `• •GROSS WEIGHT LBS. • TRUCK _WEIGHT l85•NET WEIGHT LOS. -+-L•._t_:.x.. _ Tex_ • Total YARDS - - • • X NS •L 20884 74P14 � • • . CUSTOMER COPY • • BLACK RIJV QUARRY. INC . 8808 SOUTH TAOth SEATTLE,WASH.,98178 > 772.4620 P o_+ —ilk r&ll AODNE68 —�—�l R TO. --TFWCK NUMGTV S • " wC nun Wkft Imam Nd "WAAAT �,OwMo OtvPsrri it my rpypl iA MINUS wMSK[o6RAYE� __ •IV, MINUS F GRAVEL 21h COARSE 1 . .. • GRIZZLY - GROSS WEIGHT LSS F • TRUCK WEIGHT LOS. �o ,, hK i NET WEIGHT LSS. �L��:_'�.t. _. TOw i�. ._. • YARDS TONS . x L 20876 %ud *ud s • • CUSTOMEII COPY • BLACK RI QUARRv. •C • • 6006 SOUTH 140Ht SEATTLE,WASH..96176 r t • • ` 772.ea�n • BILL ADDRESS TO: _. TRUrK NUMBE • �NM q0/r tre are lIACM IltYfll W�MN' ME ro1rMAm rm WWI w Nto I M It m r ki__MINUS ,W4FNEOBIMYEI •V/2 ' MINUS CAUSKI)BlAVEL M COARSE sm • GRIMLY • GROSS WEIGHT Los —`—~—'TRUCK WEIGHT LBS Trt4 •NET WEIGHT.BS. "i { TO YARDS •or, X • • L 2 6 8 7� • ^� Si AT I MF F. NORTH BEND QUARRY horn Bend.YM M045 Mda , &'+Oei[ &holy Address 98;N)Ranlon�IsWuan RoW S.E "63M iasaduen.M M27 July 31, 1985 y e ............... Richard Grant Construction 12901 - 172nd S. E. Penton, Washington 98056 GYRNB 4V W.w AR.tF`.R4,Flwn Jf 4.V:GQt.. � R[[ND[f NCN ANY NIf VON w,fN VDYN RWRANC[{_�.,..�_ .-..00.F.wNC. WA.. 7/31 85 JULY CHARGE 5 --- -- ----- -- 594486 w. 60.70 Ton 4 8' q ar y 1 � � fM OAA ONA NOW NK TMNk Yer ..FNc.cwwrN u 1 fRESTUNfAI.I CITY pOAO,��® � fAll CITY,EiA'JEE'FI YAILMW•NLLKIU ADDREY DVEta+ Mb REIITUK U III ROAp LE. Ortkr No,. IEEAOU"AR.WA MA Ng77 R111 To Addr" — DRllwr To T,w*No.—_ "mied YY-_.. —_.— SA EMYK • 1114 W IIIIE _ r.r — r.r RacXERr ECREEMIlm — GROSS WEIGHT LYE, — TRUCK WEIGHT LYL TAX MET WEIGHT LYE. TOTAL YAROY TOE �4T�MRIKtlRNIRO RiWR CMfeirrY W4l br NM WugI Rupw�eww.w rttlW mw Yrlq ww agwlrw wlnYw KMI411R11M1TR WRMr rAppiyym iy w^MmmMRYmw�p�^C wdk_hRww p�MM m raaumlRV wmwro ui•,rny aewW MSW NYaem pw+Rw YswiYa4 RwArPw RrAIa N/w.tla nww.wwrow 'R"'"C"1n�'�Rlw.w�4w Tafwwa awv K.ayeta no!wl a�airASAwwyY MRRMwxwaa�n WwAmban lr w.wwawe wwewr Rqy ALL CLAYS FOR MY REAEUR EK1ET Y MADE My IR E DAYL COW"'MITE CN RUCK DELIVERKE To EE RECE IVE C 1M ,M=1 ROURL RKe CUSTOMER COPY AlmdAgomaw- FRtSt FALL CITY ROAD ElA1LENii tlILWG AOORESE FALLCM.WA"w E W ANOWN-*AAaLLAN ROAD&E. Gniom'rl NB:OILAN,WA w}) , OrAm No. 6,11 To TNd No. NM&d BY GA MINUS raw" - r.w ROCKERY RIP RAP - ScREENRIOE OR=WE/GM LB& .— TRUCK WEIGHT LW- ME NE T WEIGHT LBE." TOTAL YARW_ TONS i qw wi maw RWKo mvraa .ar^+aa+kltlralRanaFr'+L Ynga.�araFww. m w MY~R OIMU aYF11 GUaM1 11�4�6Y YfWYY a l0000 aM61p.QYYfi,rM�IIJTb MRIMtMtr MlbMa 'aaW�uW la�FtlaaP+aP�MYAYsa4FlYaba AlYaaalRiyar KabaaM/a an w.rN aY►MY YwRln aAY�YY1 waYlrYangga 4 toplw.r v�m Iaaal W Mwr.My M'war tl YaAaYrINRaMaaaaYdYtl YaIYYYYY.4w+n a W Mal'1A n M LLMSUI M n011W0 Mnn D Ma aNMaYYpaYaa M IIl1 qYa ALL HAMS FOII ANY REASON RRW N LIAOE WrIMNSOAYE. COalLAINTS Ola ROCK OELIYERIFE TO EE ILECRIYEO WnMR EI M RS Rar E By X CUSTOMER COPY _ NORTH SEND QUARRY MEADOWBROOK ROAD i E. AIOL^ NOrITNEENC WAFSDM MRENT iA ISSAO AH ROAW M70 RENTON-IS4AOUAN ROAD SE. Oed" Fr'1 IMA9UA11,WA 148T OrUx &U To A.UDrFM D@6i TO Truck No mwkd BV 6I8 MINUS --71 —_ 1114 MINUS — 7" 7".4" r•.B" 4" --- AnCKERY RIP RAP SCREEKIN A OROQ W'IGNT LBS. TRUCK WBIGNT UBS TAX NET WEIGNT LBS. TOTAL - YAROS _. TONS "LAIN 49M0p1AR"tNpalrNN w ryy«Iip+W Ir'yr rryy pm,p wr PWINy«a..I rtpMr. 4Y1P1M M IWN W Wtl�N M'MIr SN\W RII RN1Ra;RIMY.MPe'iM I«KY�r CN<.wY V;M MOf b WrRa`M!NOOUARRY N4RRNM la 4wFEA4IlaF Mamruep►bR.lu«v,NPy„an roP.,.w w werl a^1W NaM 1N MOYraYmpRrw Pb RYW«N aMP,brs aw To Pa«I Nw M w1Aw4,;MYY�RRtM rw.awW RMRrF wWeeew;wnrw+b.N.w we.,.;a..b�rte.a a aN «wYM Y M lW NNb11EMW«a11AM1 M M nNM ALL CLAW11 FOR ANY REA4ON NUS,RE MADE WITRIM]DAYS COMELArNTi ON ROCS pFLIV ERIES TO SF RECEry ED W ITRIN 2A NOURi. 3 fl«O 8, X CUSTOMER COPY AORTH UNA QUARRY MEADOy1RRCOK POAD E.E.e�iE •• NORTH EENO,NA IBMELLt \81LUNG AOOPESS SE.b PE%TNTON S.E. Cus[oPNi f ISB:WAH Addreu Deliver To Truck No. _Hauled By w_ 5fS MINUS T7A LRNUS _ — Y x 1` ~— ROCKERY PIP RAP SCREENINGS GROSS WEIGHT LBE, TRUCK WEIGHT LIE. TAX NET WEIOtIT LIE. TOTAL _ YARDS TONS \.Eh.rM m POE NOPEN EE«o OJPxxr ws.e.s. .rm\Nr rc M M Mw cue.yMp P`x.roPn.1. I,l wCMr. cwlenw n N° y.fm Mwa mE\rva vN ma M me.ww.nea,b.wUxMp r v�Mu.cwraw v.+NOt w npa P1M§El EENC pUI.PPY rgpwrpb�.p P�n'N^�Kv•M NUS.a neq pnmup AM Hrq\nre uyrr Nyn yE.y.y. WOfGI o••1•.:�. �n'n\n tMW eW W P,w•t\I t'W.'Klron.�penref Mai rYerv.r4M1 a11d.YYe'M!p MowG1 M.k Me.r.o'MYM Ns t1.<M.x W IW.M.fv�4 n M�Mf UI\lyy of M in\M\qn\O�nn ly emWn\al Yk pnlMY.N Ay r{.mnn\h ro\W<nr.rnin N Mn w w heY Mrry.Mnh Ve M�neM At t.CLAIMS POR ANY REASON VAWt BE MADE VA MIN 3 DAYS COMN.A WTS ON ROCK Of LIVERIES TO BE RECEIVED WITHIN 2e HOU1111. CUSTOMER COPY NORTH BEND QUARRY MEAD 'I�AAIw RDtlA .Y.r,�elle.jMiL NORTH ROAD S.E. WRINGS BILLING A ORESS ROAD NORTH BEND,WA 380ES MRl RE SSA U#AOUAII ROAD S.E. Customer's iSMOUAH,WA NO]J Order No. Doi* Bill To. Ad,ftm Deliver To -- Truck No. Hwlw Ny 6/S MINUS 11/4 MINUS r•B A•• -- r,E V, — an B r• ROCKERY -- RV� SCREENINGS -_ GNOSS WEIGHT LOS. - TRUCK WEIGHT LOS.— ---_ TAX NET WEIGHT LES. _-_- - TOTAL YARDS TOIIS 1 p,p M11u nnN NOPiX BEND OU.NP.,ppnMON Ip IM p11CM o„'.an VYq p �pN pyNly N IIry,gYp1 G,Na,w N MeN ror<wl . .••'M luc.wl\e,<.an o�nlpw waw,.•.wnNp a•n.sw.CNeNnN r,ps Nm Ie laa XONIX BfNDOu/.PNv,pp naM1w hx am.q,.xwM wn,N pn p.a ..nIWE..\e IwWptlYr N-n ld 0p.w wnXc,le�'\%CT iWnln eYMI I.Mpp Nu.NI vMNinw npwp n-.. 'npNNEN INUINp NY.1 •MKI M�n Vpl ul aHW.11N PNiNw ol.av m.VIW nMMY M,11p O�MmNniro,la paNINUNN we, :nppnmN /ttWm s ql pia plNn%1 N� .'fw1pN WN�wMnX..nei mW. ALL CLAIMS FOR ANY REASON MUST ME MADE WITHIN S DAYS. COMPLAINTSO. RM%DELIVERIES TO BE RE�EIVSO WITHIN IA HOURS. Hx D x_ CUSTOMER COPY .lINYY %MoklH UMD QUARRY LING&BILLING ADDRESS EB]BRENTON MADUAH ROAD&E. DINtaDWr E ISSAGUAH•WA MM i B91 To T._ --- -- ADdrOU. .- ...— D*I, x To — --. Truck No._.__—._. HwlRd BY BA MINUS 1114 MINUS _ r 2"K4" r•_■B- _ ROCKERY RIP RAP — SCREeMINGB — GROSS WEIGHT LSS. _ TRACK WEIGHT LBL — TAX NET WEIGHT LBL — -TOTAL YARDS I TO NS _ '.prA M lu lbb N011TN EfMU W�RRr n[ponYbM br NrY M1oM I IMN I:uCI CrMM M NYf�H N Rb NCI P M1pnYr IY INON br CNI Yfoub IM NucY Tr elµ+m[uYrurwr pqW IY.[gIM^f Y�•YNb QIMPrrR fPaN XDi b nd0 NORtX BEND DUIRRV rN6DDnerEX br OYmpe mr.u'rw1 Yr'�!un YMC PNII[N Rli YcyrMY MN[tlylr LNN W uAhc'1.-1'n •Pr riwnln cYrM1�W CNara[f D^rs Yr'.:u'4(wn N.-nep yq rpbNpn nIpMN NR i0 p[(KI Nw In N[NI OI NXI.NMp✓CMN[o'YNwY nMM41nNrNY np4lM Of s`.n `Ibnb4n bYnbWNd NbpwMMrl Mre N`W nl H rM DRb•Nnm SI N1e p W nMr'.e YnRrgerr�nrY uY nC rJr ALL CLAINf FOR wDY RE.30N MUSr" MADE WITHIN E DAY& COW,,INT'S ON RUCK DELIVERIES TO BE REDEI V ED WITHIN 14 HOUR& H. ' 64J By X_-_ CUSTN,MER CG'Y NORTH BEND QUARRY NNAODWRROOK ROAD S.E. MAILING S BILLING ADDRESS NORTHEENC,WAEEOe6 1MS0RENTON IWADJAHROAD&k. Cwc r. ISEAOUAH,WA UWP Q. Truck No.—__ H.IeD RT FIE/MNUE 1 V4 WNUE 2" -- rx4'* Kw �< :rAr ROCKERY RIP RAP -- SCREENINM GAO"WEIGHT LBE. - TRUCK WEIGHT LO& -.� TAX { _ NET WEIGHT LOS. (TOTAL YARN TONS r EErN rw,o Nw xoarx NExO W+aar.eepvnyx re.rh«rr,n.m mx.vva v,Ix,ry vr«vrvswly n Nr1 ROnetl Gww.wr a rgpN rw cmr xa:n rN rruv per EM w cvEro.x Poowry rpuNA evawvF ctiMny ynM Npr b MM NOxlx EEM000eRRI rEFwrsipy y p«NEEEypyyJ aN>y pn y.p pMyN N Ett�,umE Byer rNn b OFew WONc1 la Ivry MmOMn cFryly<Nrpy p4sW WNxsn�,.yp py xnFEryysletlrr�Ntl seMxcl xrex xryr a eNxr.me wreraw a apwe nurm.ai a nereYrnoR:ptl n nrrenlrm roMO MIw M wbowenWe�M w�.m,e era v+n..n..N a..a«ir.Nr.x'xOwMMeN reeve ALL CLAP^FOP ANY RSAION MUST M MADE WITHIN]DAVS. COMPLAINTS ON ROCK OEOV ERIES TO LE RECE W ED WITHIN 1e HOUR& a. a Rv x CUSTOMER COPY NOUN REND QUARRY •va. ADGYIBRDOK ROAD S_I, "IL ING•MI LING ADDRESS NDRTH KENO."A SBOEF fw RENTON- MACUAH ROAD S.F. Caton" IfiApJ W,MA KEMP O,de, No..__—_—.—...._ DEte_.. —19—__ SKI TO � ,--- -.— —.—. Add,eN Deliver To Truck Np. •'• MAuIEd By — Sm mum __ Gt/4mmm Y'Kv — ROCKERY RIP R V -- SCREENINGS — S>F GROSS WEIGHT L85. TRUCK WEIGHT LSL — TAX NET WEIGHT LSS. TOTAL i YARDS TORS �«�M,{N Iptl NpRTM EERp WI.:RY nyeMW 4 rr MIYia MY N(A OMM rI P°A,b a nr rrrl CY,wn r uY4 Nr aaw Neutl N AO M WeA nmrlr�rWNM1.,IWePS L wMr Or,wY Her KDI b >W MRiNIEKDOYANYI nMPWwbr CMePwCVM Mwen YC PINIrF Y<ewN�aY 1Iw W NMr� YbMA p ivy M/V MIM�WMM MM1 al OIY'R04nMrr W NWYW NI4„✓A\r.TO Pwl F r rrN a rr.sF.NMIr aFEr.�awrM,IA MKMe a nrlNmnr`rr nw.m a W W.,.IInr F rN Mygn14MYN�`NY^]e NPn WM �nYEM4�rN M1MM. ALL CLAIMS FOR ANY REAMS MIST SE MADE WIMIN 7 DAYS. COWIARRE ON ROCK DELIVERIES TOM RECEIVED WITHIN N HDUKIL sa 3z a:° X-- ----- CUSTOMER COPY NORTH BEND QUARRY MEMOMIIM ROAD SL �®•, NfMT SENo.WA N06 L41LOq f,tILLINo AOollt� iwtomdr'E UW*AXL%K MIA Esn Rt IAA All V Lt. ofew AOEMN_ — Dollm To Trddt No. H&A"M a 6A RKNUS h --. 11/4WNUE Z"aP• _ rar 4"R E') / ROCKERY R W RAP SCREENINGS —.— _— GROSS WEIGHT L!R TRUCK WEIGHT 1E5. _ TAX NET WEIGHT In. YARDS TOE _ —_ r q.1�.d 1c nW k7iTM IFMO WPI111Y r1.N4rpy Is pr..cryM d TFr UW C..wrmr n nNi r>e.«.nww in mw ud n.en«w.rme r rcwlY.ro",my�,.,CP�ldsN N n. Nrw.r rCb NOPiN EENd OU.RP.!y�N'arr'..rNE.rKvirt.t M".��,WPNM..Av prM MiIR'r blN\Nmnlf cMM1'rb dr.rWi ..aW.d4elron nVP.a..Mxl gWnMV nrs^n.IN rMYtINN rwd.wrn.r.•-:w.+dwv..n..I.,���.roror�oru,wa.�.rvnea-.ro�.,� Y:.em..rn.n .RouMNRIaN".Iran:N d...ywrl.t...�.. r r••mN^rd..v:-.':.,+n.enr rMra.u...c m.y .L CLNEY FOR ANY REAtON MUST BE MADE WI IN a DAYG &AMTS ON NIXIE DE LIV EN:ES TO M RECEIVED WITHIN 14 HOURS. �a.3 1, Rs'd tv X CUSTOMER COPY �lORTH BEND QUARRY "7Jaw MEADOaRROOA AOAO S E 1"114.A S HLL"MDRH ?""MW MA Seca EE71'.WTDN MSADDAEI ROW.E. Cwrof,, MiEROuw.1M EE1E7 ord.No 8,41 To AOor" Oolner To Truck No. _NEUW BY "won __. ITµ No" r.r ROCRERv - Y — ��_ RM RAM --_- -� ECREENIN63 TRUCK WEIGH Lft TAX —..._ NET WOW!Lft / � TOTAL VRAM TON! 1 rY n,.1 p Mtl MM1M REMO WARIM1 dyW'IY b ll�E[1bM d Os IM1Y.vuR sN MYg1y M NPNEO.a. Gvw�•NEa rtv can aXuuw wd Sa aw M E.MiY RB.aIE.�M+XN,�Y}d.OWNXv.E.w,MYf ro pYtl MdITM IEMO OUX^Mv X1�d.Ry p E.Ny,}dydE"IyNOXEW pMMt.d EpiKN1.EW1EiY174�.Y, RMIMMI1fRWv..+. '✓h'M"`APE MIN YIGMYIP N1lIIMYV'MIb.Yrt Mb�.EMa T1MMMMN W,1 a1MIM MO,dX.M dM.,^W4W YI1dY.gNIXC d M tNM.M1on n X,n Ipr.rwad W Md�EEEE X 11ea MMM A M IVNMkt+10.a"4 W/N'N YN/EYMXb df XR N.} ALL CtAMi Wa ANr REARDK SSE13T W NAOf NITMIR 3 DArl COILAIRTS OR ROCK DEl1VER1E3 TO RE RECEIVED w"m 7N NOURE. CUSTOMER COPY P 40NE CALL Pmmc L `.0 ED \ • ti • RENTON 631-3100 c AV • 6)43100 • NF•,•"rv.WASH 9M7 • 22E.10M INVOICE O• [CHARD E GRANT CONST 8 12901 — 172N0 S E RINTON MN 98055 � e • CALL 1I _—'rULu<1 GE�JMer.ON � qi._.F ; F�rF V41pry 31 2 TONS PEA GRAVEL e31 20 42;'5O I j I • 1 I I I I I I II R'eEl REmh toTr'^•E Wav U:N qE i E INC SAL I HEN ION JN,WASUINaiON 9805l II TAXABLE ' 46 .,v'.`.•,..+1'1.? M • 1� BILLING COPY • BLACK RI QUARRY, INC. • BSDB SOUTH 140ih • SEATTLE, WASH.,BBR78 BILL AGp� ____ •' TG `--� IM�YIA1ACK TqU N 9EH IRA I I�1 Y QIIMKY,IBD mprf �� ••� _"3d7 Ma 111. MINUS == • NED GRAVEL I%�'MINUS KUGNED GRAVEL z�h„COANS_._ SAND ._. ••-6.. V TOP SDIL +— • GRIZZLY •GROSS WEIGHT LOS. ,.. • TRUCK WEIGHT LOS. •NE I WEIGHT I OS. O • _ - To1M YARDS • •`_ TONS • L 1878 _' 41W • • • 0 eauMG COD, • • • BLACK R Qi;ARRY, INC. 6806 SOUTH 140tH • A , SEATTIE, WASH..%T76 IIi� � • •�=--- — -- ucx�y • riswsnw�MliMWKr.et.wyrr6 .''n�J • •-- �� ��M nVVr� 44"MINUS K 6N1VEL ___ - • • 191 MI11YS- LKUSNEp BM1E1 214"COARSE sKNu • • °-6' TOP GRIZZLY • GRGSS WEIGHT Les. , • TRUCK WEIGHT LEIS - - - • NET WHGHT LOS. T Tax _ • TOM YARDS T011S • L 197- 2 • P AWVWX'J VIA �r t 61•ZS o6•n 9-,* aooJ 59.0I ' I ivnow) a�{r. I `� 7�i MVMa7 wi n/d Jury wi.,Y,\s _ o\aarwl 0£ Sea ruaa asr3� 1 '4BaM, 'voavag g78ZI 8'S IN 610LI PPS SBro4-S ( •4evoO ;veal •g ' � uYa aaawi � i + \ 60 `O 4 MANI koL ,,,,, 71L 1l)Yl1 YO•\p.p)Y •,O� 'AUUVno U-IAIU TMU BLACK RIVER rlsQUARRY, Inc. s ..a..a INVOKE 14162 e1T*I+. lawcrM al "I NI» ^10. Z fffWtWZA Mtn 6-30-85 . �. Grant "onat. sow I7 l I72nd S.Y. w Renton, %s. 9W56 rlaAaa"ErJM Tl t STUD rllll YOUa IRIMMANCIR cJ rw�—qi�— wrvw.rr T...Gnnlyd Roth 2`.35 Toga I* course t.oG I04.62 { -. MWl.Pr.Gmo�w.p OIr ILTCl/Ilf iii:.. y< '. 'a.. 4, • • ,4 � '=_ y�:,� �i. ,; ��,: � ;.. ShN,� , . J Keg 7- �} VqW,joe j�,em 44C T: ;` ? I 15`933 1S9Z$ 22 ova �-- 159 ZS v i1S9z ° _ _ __. � ?3Z Q f F� i �.• ej elll 00 -Nt f ' TIL •h j�T I L 17c�•� 105 2cc = tiz. 6 T. � �'r.go i7. 74, r 6 I T S-332 Cont 3 of 4 Y.a ' �N� �9/rf'iry 2il� �</�h,:•c �'/f/�2•� ,(/4/Yt.•fi YD I DN"e T2 //uc/� it YI�i�Y 1 CHIT 7c,., Z Follf Z Od v Ti x `I rµ Oj �Cn�ii .S.tWCZ. L�.�S4 n'!CA/ �•� J I-3o- Y5 c.4o e //d /+ts. (A c.� A 31 Y9Io o� a.&, 5bo- D Y NQa. A R4 = SAD •`� y 5'3� . / 3/- YS l,4b0x /'I wRS wer� .D 3 0S'.27.� 5bo- o 4SO-C. Y,S K.z-s z as I1)aTr�Z�a� / on t-atU. t /G u0u.C1 'a.J 31 aV•• c <{Ya'v . c 4{'i t? ' l:.r /Ll 11J.'.(J ✓ .Z.Y�i i /3� S 5.2, E TOw �ITw (r �.aC.k .- YY� • Z5 �,'y 5� 5 Ya 3Y .v6 — .ro 2-7 - 8S L 4 606 /7 ♦l,PJ ir 74.2 cc y „ -C " ti�cL fl 3SFloQ *� 1Y �93,o0 r ra /f6 . 00 /4.� Ind � •, . CUSTOMER COP• . • • BLACK RI QUARRY, INC. • SWO ROUTH 1$OU SEATTLE.WASH.,94178 S • A" 772.4 • to BILL ADGFMW K NUM8tR l Wsw K01 w nw n.Wic MYM WMMY."K Y Yclpns et MMr e•ucs ArrvM9 wN"w iv i1 •. awKo"�'__ _-_-. -arm— -�-� iy--• ' MINUS VMSNED PAVEL _ IYf" MINUS CAUWD PAVEL • 2% COARSE Do •4-S.. TOP soil _ — • GRIZZLY GROSS WEIGHT LBS. v • TRUCK WEIGHT LDS. _ E1 Tax • •NET WE"T LDS, VAROS 'UNS • • ° x T-- • •L 15933 ' *,W/ • • CUSTOMS COST • • BLACK RI R QUARRY, INC • • 006 SOUTH NOtfi SEATTLE.WASH-MIS • " 772.4620 • t AA 0 TE h9 S" TRUCK NUMNA ADORERS - TO: • I.�MMn�weraAaRrwewrn.ae.IMrMr • lt7 Y NMM MMM MN 4M1 Ar I )A" AINUS WIS9E9 sMTEl _ •1%h MINUS teusMEo swAvct • 2Ih"COARSE CAM) 04 &64 Itp BOLT R • •SPINS WEt6NT LOS. iRtN:R WEISNT tSS, _ Tax • •NET WEMP 185�_.._.. . . ._�^} __... • VARUS ;BINS �l •:w" X I • •L 15929 x.Ml • • CUs,O"A ro,, • BLACK RI QUARRY, • • 8808 SOUTH 1,Dth • ` SEATTLE.WASH..98,78 P.O.--4._ MIN us OPAVEL •`_ �w�""°'MIRar„ wren�„w,�-1� } — • COARSF _�— �^0 VFt _ —�_'_.-- _�- SA1tD • 6 • GRIZZLY •GROSS WEIGHT LBS. , • TR�_WEIGHT LgS •NET WEht LBS, :..�_��.L.. T� - • �_.. Toot YARDS �f ••Mco ipNc • • } tiRMEA DOPY • • BLACK RI R QUARRY, INC. • IM SOUTH 140IN • � SEATTLE.Wes, ai» •M MkLL �pORms - �Mn•IIDr w W AP RACK•M m 41C • MINUS _ V • MMSwED&MWl 1'h"MMUS 2'h"COApSE cnuSNE_ MVEL -- _ BAND • GlllulV resat GRASS WEIGHT LOS. TRUCK WE16NT 185. � NET WEIGHT OS -L._.- _ Tax '--- • Toyl YA _. .. _ • X�—r•�� TONS 15925 7 • • • •'sr �ree ..� • BLACK R pUgRRY, • 8898 SOUTH 140M • 11 SEATTIF, WASH 98178 • • ^OA • OA BILL,AU98A� -• • M11gtIMl0 Mrr1 1le. ---- NUM e •n ww r1aw • rK.-- meMve_ .._. ._. -- • g,A . CAUSIIFB BMYE�__ �— G91ZZIV_-- MP SOIL TRUCK W:!6HT l�. • NEr WFtGH';.RS _ Tax --• Total - YANpS • • Rco x '�NS • C 1 5924 - -_ • • . CUSTOMER copy BLACK RI R OUARRY, INC • • eeoe SOUTH trGtM ` SEA7TLE. WASH..9877! 77 V.O/ --- DATE M ,a ---- ---- -- y� ME�_ a NUMBERft PAN • . rman aow Fla w INC 14-MINUS _ u i-_—• MASHED SMyEt •1Vv MHIUS C ED QRAvEt -� CGARSE • -- _ SAMU •GRI IZtr •GROSS WEIGHT LOS 1p TRUCK WEIGHT l85 RET WEIGHT,SS .___.�.:._'1 —'*.___ • ADDS f • LUSTOMEP LOPv • • R QUARRY- INC • BLACK R� • • SEATTLE,WASH.."176 �06 SOUTH A401b l • 77 .4620 ,+ • � DATE_ _. _�� POA K N'—'—UNK MIe�^ • • Ml� n1 Mom' M M � iA •-- ,MASNEp pphVE� —• "MIPUJ �Msmvo fippVEl •1Vf'MINUS 5PP0__ • gy__' CUARSE_ Toap1� GRIZZLE TaxG�L� T� • TORS YA`5 •`� ?j«J • CusroMER COPY • ULACK RI QUARRY, INC BBOB SOUTM 140111 SEATTLE.WASM..98170 772462Q `M BKL AOORg6 •TO. KNU T 1g1l ME NAM�MAOk MNP OYIRSY.INC.�gwAY I,l� IK 111MIMM1M�1M1�1 w1�MAMM�1 wf A — . y",MINUS WASHEO GRAVEL b — ,Ph" MINUS CRUSHED GRAVEL • 8Th"COARSE _ r RAnp___ _ •i.B'. f0P SDH • GR LY i GROSS WEIGHT LBS. ". TAM WEIGHT LBS. Tax •NEt MOO LBS __ TOW Y T L 15884 VA6d . CUMWIEA COPY BLACK RIJEflOLIARRV. INC • W*SOUTH SEATTLE.WASH.."178 • 772,4620 A/' • P.O.! _ _ ,-`I1 •m • ,pn XOi�o nW I+rtluU AIYtA QUAANY 5 NtM^iAA �J� �t �—��iq�•[f�oi�ttgM 1pa Iryfl GmvM�•f��'•1 rtq tegyHl l t� %11 MINUS WASNEb imvu __�. ...,. `Iv,"MINUS WA At VC COARSE GRIZZLY GROSS WEIGHT LRS_____ ' TRUCK WEIGHT LRS NET WEIGHT LBS._.�_ - ,-j-4: TetN • YAROS TONS `` 15875 • • �usr_;.Er cosy • • BLACK RI R QUARRY, INC. • • aM SOUTH 40th SEATTLE, WASH.,98M { • • 1�w »zoszo • POI [ u •M • MLL AoO •TO. rN1/�fc NUMBER • � YW M YW«��YE�OiglplA,MIC �Ny 1� MIMS • MMgwww �ryMgA1wM •I ri"MINUS gry9MEp EAPAW L Eri"CGMTSE SWO -- • GR Lv • GRGSS WfIGNi LSS I RUCK WEIGHT 11!5 •NET WEIGHT L{S�_ macs T •n� X L • •L 15 8 8 6 • QUIT eecoP, • BLACK R CUARRY, INC. . "m SOUTH ,AOIR SFATTLE.WASH..$I174 1 � Ai Po. &LL•DbRf58 ro ' �wIIR rMrUMMItiIN11IMIq,Mt.�y�11 J 1 4-1 hr eMrrbwYMyw EZ6z—L ort GRGffi WEIGHT LI$ {Ij iNUCNWEIBNT LBS • NET WEIGHT LBS 1 YARDS ONS or* x �. L 15879 • i0 14 pr • • BLACK R110 QUARRY, INC • • GM SOUTH 1401h SEATTLE,WAS4 98178 • 772- • t VOA DATE , f91 au AooAEss--._� .w MINUS _ wR5MEC 6tMt •S`A" MINUS tAWNEp skull • 1�A COARSE 4 SAND a 8' sa saws V — • GROSS_WEIGNT LIS TAUCK WEIGHT LRS. . _ Tax __ • NET ISNT LI __. '} ToW YARDS �..� x • 15887 .t 7'�'�SP �: K, .�^r.� .-4 .. .N �. ,.. �' ��'�� �� � � � AWARDED_ c Contract No.CAG TO rjvf a� BID PROPOSAL AND SPECIFICATIONS FOR ROLLING HILLS SEWER TRUNK ROAD REPAIR CITY OF RENTON PUBLIC WORKS DEPARTMENT MUNICIN.I 6UILDINp, 200 MILL AVE. S RENTON, WASH. 08035 • 12061215.2631 CITY OF RENTON BID PROPOSAL AND SPECIFICATIONS ROLLING HILLS SEWER TRUNK ROAD REPAIR INDEX Summary c Felt Practices/Affirmative Action Program, City of Renton Scope of Work Instructions to Bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref . EEO *Minor' , , and Women's Business Enterprise Participation *Certi 'ration of EEO Report *Certli ,c *tion of Bidderrs Affirmative Action Plan *Non-Colluslon Affidavit *Certification re: Assignment of Antitrust Clalms to Purchaser *Minimum Wage Form *B:d Bord Form •Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Environmental Regulation Listing Hourly Minimum Wage Rates Special Provisions Technical Provisions Detail Sheets/Standard Documents marked * above must be executed by the Contractor, President and Vlce-President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorizad to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document . CITY OF RENTON Public Works Department Renton, Washington 98055 CITY OF RENTON ONOIN{OOINO DEPARTMENT 1 VICINITY MAP 1 III LAXT co 4T Pt I}'I� - �- i. x PROJECT SITE J r r tt i 1 S. 180tA St. �tovTsty Ro.a wi ice , , • � � _ I ki Lj n � TLUX ' N MMT "A" t CITY OF RENTON SUNMARY OF PAIR PRACTICES POLICY ' ADOPTED BY PESOLUTICN NO. 23340 The policy of the City of Renton is to promote and aff::rd equa' treatment and service to ail oitisens and to assure equa: *e,' , men: opportunity to all persons regardless of race; arced; a athnieity; national origin; set; the presence of a physical, sensory, or mental hand+ioap; age; or marital status. ' This policy shall be based on the principle of equal eepZoy-. . opportunity and affirmative act--w -.`daiineo as pet 'cr-h : 'edera:, state and :coal :awe. _ artrente of the , ...n shall adhere to the .` . : _;.line': (1) EMPLOYMEST PRA - went suc ¢s n and training e>:' - ' manner. Persorne ;:: b !as _' . Performance. etafffr and in as or' with governing _aue and the agr,e between the Ci r. i the Yashi- ' Counef: of Ccu ' . ''yeas - (2) COOPERATION 4': ORGAS.. -h= , .an tCn pi c00.-..•._ th aa.' 'i nne ant - ' commias n•f Jte f- .. . . `ee J. :G: opportu (J! AMRMA?::E A." FR;C,9AN - the Ci:: ..P - ' Action Pr6gram '.? be maintain#, r .. representation .within the City wort equal employment oppertunZty to a:,. ecaponsibi:ity and dut_, of -'Z City `>eia:r :).eea ' to carry out the policies, guide Zinee`an-.i c:r. measures as sat forth by this program. 'orr. • employment pr'cgrame may, be established by th, ' the recommendation Of z, Affirmative Aotion -- '..r ' those departments in which a protected class _ .. is under-rapreaented. (4) CONTRACTORS' ON CA?'ON - Contractors, subcontractors ani ' aupp urs ocn uctxngg uaineae with the City of Renton sha Il affirm and sabscribs to the Pair Practices and X,n- Disariminatien policies set forth by law and in the Affirmative Action Program. Copies of this policy sha:l be distributed to all City employees, sha Z: appear in all operational documentation of the -ity, ino:uatmg bit calls, and shall be prominently displayed in appropriate Cite tfacilities. CONCURRED IN by the City Council of the City of Renton, Washington, ' this tad day of Juse 1990. CITY OF RENTON: RENTON rrTY COUNCIL: rr :ounci ' President Atteet: Issued: July 10, 1972 7=rI�,�,J/ Revised: February 9, 1976 �lty [ elk T"C-`� Revised: Jun* 2, 1990 CITY OF RENTON ROLLING HILL SEWER TRUNK ROAD REPAIR SCOPE OF WORK The work involved under the temps of this contract document shall be full and complete installation of the facilities as shown on the plans and in the specifications; to include, but not be limited to, stcrm drainage, paving, site grading, fencing,gabions and complete restoration of all surface m::terial so as not to be a visual detraction. All work shall re as se' forth in the design drawings and specifications. The rebuilt road shall be a gravel patrol road for .,nitary sewer maintenance with steep segments paved with asphaltic pavement to control erosion. The asphalt pavement shall be installed with a dump truck mounted box, no paving machine is required. Any .ontractor connected with this project shall comply with all Federal, State, County and City Codes or regulations appli- cable to such work and perform r work in accordance with the plans and specifications of this contract document. 1 iINSTRUCTIONS TO BIDDERS ' I. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Mall, until 2:30 o'clock p.m on the date specified in the Call for Bids. ' At this time the bids will be publicly opened and read, after which the bids will be considered and the award vide as early as practicable. ' No proposal may be changed or withdrawn after the time s,t for receiving bids. Proposals shall be submitted on the fo�ms attached hereto. 2. The work to be done is shown on the plans. Quantities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right tto add or to eliminate portions of that work as deemed necessary. 3. Plans may be exa^ined and copies obtained at the Public Works Department ' Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work ' necessary for completion of that item es described in the specifications. 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the Cit, to do so. 7. A certified check or satisfactory bid bond made payable without reservation ' to the Director of Finance of the City of Renton in an amount not less than 53 of the rotal amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders im.nediately following the decision ' as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond co%^rinq the full amount of the work within ten days after receipt of notice of Intention to award contract. Shocid he fail, or refuse ' to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular Points. ' 9. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15181 CITY OF RENTON CALL FOR BIDS ROLLING HILLS SEVER TRUNK ROAD REPAIR Sealed bids will be received until 2:30 p.m„ Auaust 17 1984 at the City Clerks's office and will be opened and publicly read In the 4ih floor conference roan, Renton Municipal Building, 200 Mill Ave. Sout, The work to be performed within --20_working days tram the date of commencement under this contract shall include, but not be limited r, Repair of access rood for the Rolling Hills Sewer Main. Work Includes clearing, grubbing, grading and gravel surfacing of 1200 LF of 8' to 12' wide access road. Work also Includes gabian bank stabil ;zatlon. The City reserves the right to reject any and/or all bids and to waive any and/or all Informalltles. Approved plans and spec ificatlons and form of contract documents may be obtained at the Public Works Department office at the Renton Muricipal Building for a deposit of S 10.00 cach set plus f 5.00 to cover postage, If mailed. The deposit will be refunded upon return of the Plans and Specifications In good condition within thirty days after bid Opening. The mailing charge will not be refunded. A certified check or bid bond In the amount of five percent (5$) of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. City Clerk Published: Record Chronicle: August 1, 1984 and August 8th, 1984 Daily Journal of Commerce: August 1, 1984 and August 8th, 1984 CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY Name of Prime atree Project Name INSTRUCTIONS This cortifirition is required pursuant to Federal Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, shall state as An initial part of the bid or negotiations of the contract whether it ;:as participated in any previous contract or subcontract subiect to the equal opportunity clause; and, v So, whether it has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1980, emendinq a "Fair Practices Policy," as implemented by an "W,mative Action Program" therein amendinq the policy of the City of Renton to pro.sote and afford aqua treatment and service to all citisens and to assure equal employment apportunity based on ability and fitness to all persona regardless of race: creed: color; ethnicity, national origin; sex; the presence of a non-job-related physical, sensory or mental handicap: age or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts cr subcontracts for standard commercial suppliers or raw materials or farms or organizations with less than eight employees or contracts of less than SIO.000 business per annum with the City. Won the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable peecentage of minority amoloyment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees thit dutin- the performance of this contract he will not discriminate against any person in hiring, promoting, scharging, comuen- eating or any other term or condition of employment, by reason of such person's status, reference the (111 categories listed in para. 2 above. ' Contractor further acres. that he will take affirmative and continuous action to insure full compliance with such policy and program in all respects; it being strictly understood and agreed that failure to comply with any of the terms of said provisions shall be and constitute a material breach of than contract. Contractor shall, upon request and/or as Boor. as possible thereafter, furnish unto the City any and all information, and reports required by the City to determine whether full compliance has been made by the ' contractor with said policy and program and contractor will permit recess to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received a true and complete copy of the city's "Fair ' Practices Jolley.' on2 tract -Identification Number CERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER NAME: — — — ADDRESS: ' RI PRESENTATIVES: TITLE: PRONE: ' 1. Contractor/Subcontractor/Supplier has participated in a previous contract or subcontract subject to the Equal Opportunity Clause: Yes No r. Compliance reports were required to be filed in connection with such contract or subcontract: _Yea _No 3. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instructions: _Yes _No ' i. if answer to item 3 is "No", please explain in detail on reverse side of this certification. CERTIFICATION: The information above is true and complete to the beat of my knowledge and belief. ' Name and Title of Signer (please type or print ' — ignsture Reviewed by City Authority: Date. Rev. 1 3. ' PUBLIC WORK OR :MPROT'EMENT Rev. 4/63 PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 CONTRACTS EXCEEDING $10 000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) A MINORITY BUSINESS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPR1SFq (WMBE) ' (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minorit; businesses. The contractor t fhall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term 'minority business" means a business at least fifty-one percent of which is owned by m4'.orlty group members. Minority group members include, but are not limited blacks, woman, native Americans, ' Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. ' To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be deemed a part of the ' resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION ' Certifies that: Name of Bidder ' (a) it (does) (does not) intend to sublet a portion of the contract work and (has) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. ' (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WMBE 1. ❑ _ ❑ (Name of Firm, Bid Item, Results of Contacts) ' 3. ❑ ❑ 4. _ ❑ ❑ ' 5. ❑ ❑ ' Mr./Ms, has been designated as the liaison officer for the administration of the minority business enterprise program for this firm. CERTIFICA'*ON OF EQUAL EMPLOITIEM OPPORTUSITI REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required ' Reports. The bidder , proposed subcontractor hereby certifies that he has ' has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has , has not , filed with the Joint Reporting t Committee the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all report: due under the applicable filing requirements. (Company_) __ ' By: ' (Title; Uate: Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be ' submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause ' are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a ' previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award of contracts and subcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION: PLAN ' Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: ' a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: ' "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company RatL BY: -- Title ' OR b) It is hereby certified that an approved Affirmative .Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetables which are valid for the current calendar year. Company Date BY: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: "resent utilization of minorities and females by job classification, 2) Goals and Timetables of Minority and female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization, Company Date BY: _ I Title OR d) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within, five (S) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it wili include: 1) Present utilization of Minorities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company Date BY: Title tNON-COLLUSION AFFIDAVIT t ' STATE OF MASdINGTON SS COUNTY OF ) ' being duly sworn, deposes and says, that he is the identical person ' who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or solicited any other Bidder on ' the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. ' SIGN HERE: t ' Subscribed and sworn before me this day of 19 ' Notary Public ann or tFe�tate of residing at therein. CERTIFICATION RE: ASSIGNMENT OF ' ANTITRUST CLAIMS TO PURCHASER ' TO THE CITY OF RENTON tRENTON, WASHINGTON: Vendor and purchaser recognize that in actual economic practice overcharges resulting from antitrust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such overcharges as to goods and materials purchased in connection with this order or contract, ' except as to overcharges resulting from antitrust violations commencing after the date of the bid, quotation, or other event t establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. Name of Project ' Name of Bidder's Firm 1 Signature of Authorized Representative o Bi df der Date 1 MINIMUM WAGE AFFIDAVIT FORM ' City of Renton 1 ss COUNTY OF ' 1, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project, t 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 wages 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 CONTRACTOR Subscribed and sworn to before me on this day of ' lg_ Notary pu is in an or t e State ' of Washington Residing at BID BOND FORM ' Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of E wnich amount is not less than five ' percent of the total bid. Sign Here BID BOND tKnow All Men By These Presents: That we, as Principal, ' and as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of ' Dollars, for the payment of which the Principal and the Surety bind 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 according to the terms of the proposal or bid made by the Principal therefor, ' 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 thr faithful performance thereof, with Surety or Sureties approved by the ' Obligee; or if the Principal shall, incase of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, 1 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 damages, the amount of this bond. SIGNED, SEALED AND DATED THIS _ DAY OF _ , 19_ 1 ' T1—ncT—paT-__._ — ---- Surety 19` Received return of deposit in the sum of E 1 iPROPOSAL 1 TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif_ that _ has examined the site of the proposed work and ha_ read and thoroughly understand_ the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much tthereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates ' and prices: (Note: Unit prices for all items, all ' extensions, and total amount of bid should be shown. Show unit prices both in writing and in ' figures.) ' Signature ' Address _ tid,.ies of Members of Partnership: ' OR Name of President of Corporation ' Name of Secretary of Corporation 1 Corporation Organized under the laws of With Main Office in State of Washington at 1 SCHEDULE "A" SCHEDULE Of PRICES Rolling Hills Sewer Trunk Road Repair (Note: Lout prices for all items, All extensions and total seount of bid must be shown. Shaw unit prices in both words and figures and where w flict accurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY Unit Prices to be Written in words DOLLARS CTS. DOLLARS CTS. 1. Lump Sum Mobilization S _ Per L.S. —TMords figures 2. Lump Sum Construction Staking E — Per 3. Lump Sum Roadway Clearing 8 Grubbing E 660 Per L.S. 4. Linear Foot Roadway Grading E _ 160 Per L-F-- -- S. Linear Foot Storm Drain Pipe E _ 1 PerT F. 6. Each Type I Catch Basin E Per Each 300 7. Ton Crushed Rock Surfacing E ----- 75 Pee rTon 8. Ton Asphaltic Concrete Class "B' 3 Per o�-- 9. Each Adjust Sanitary Sewer Clean Out S 35 Fbions r ac _ -- - 10. Each zD Per EacFi— 11. Ton ipRap - Lightloose 1 er on ----'— -------- --._. 12. Each ccess Control Gate er Each SCHEDULE "A" SCHEDULE OF PRICES Rolling Hills Sewer Trunk Road Repair (Note; Unit prices for all stem, all esterulons and total asocnt of bid Host be shown• Show unit prices in Both words and figures and where oonflict occurs the written or typed words shall prevail.) ! ITEM APPRO N g, ZTEM N'I TN Ut:IT PRICED fiID UNIT 0. QUANTITY unit �prices to be written in words DOLLARSPR ICE AMOUNT --- - — - _ — _ CTS. DOLLARS CTS. 105 - 13. Ton Bankrun Gravel Class S Per Ton 14, Lwnp Sum Nydroseeding S ----- Total Schedule "A" I ' � II SCHEDULE"8" SCHEDULE OF PRICES Rolling Hills Sewer Trunk Road Repair (Mote: unit priors for all hose, all extensions and total animmt of bid rut be shorn. Show unit prices 1n both words and figures and where conflict occurs t)» written or typed words seal! prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY runat Prices to be written in words DOLLARS CTS. DOLLARS CTS. ww�1. Lumo Sum Mobilization S Per L.S. — -- 2. Lump Sum Construction Staking S Per L. —'----------- -- - 3. Lump Sum Roadway Clearing A Grubbing S 660 Per L.S.— -- —' ""-- 4. Anear Foot Roadway Grading 10T:F.'----S. inear Foot Storm Drain Pipe S 250 Per 7_F___—.-._--_-—.— -- — 6. Ton Crushed Rock Surfacing S 75 --- 7. Ton Asphaltic Concrete Class "B" S 145 --- 8. linear Foot High Chain link Fence 160 er 9. Ton nk Run Gravel Class "8" 10 er fdn — 10. Ton iPRap - Lightloose a5 er 11. Each abions er aci, 12. L= Sum ydroseeding er ump um — Total Schedule "B" SCHEDULE OF PRICES Rolling Hills Sewer Trunk Road Repair (Note: Unit prices for all rteMl all ercensions and total amount of brd must be shorn. Show unit prr ces rn both words and fl yurec and where oonfli ct occurs the rotten or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT NO. QUANTITY unit Prices to be wrr teen in words DOLLARSPRICE CTS. DOLLARSNTCTS. Subtotal Schedule "A" Subtotal Schedule "B" jSubtotal All Schedules 8.1 ' Sales Tax TOTAL 810 SCHEDULE OF PRICES (Note: Unit prices for all item, all extensions and total aw=t of bid must be shown. Show unit prices in Loth words and figure. and where conflict occurs the written or typed words shall prevail.) r ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY to be Written in Words DOLLARS CTS. DOLLARS CT9. THE IT. ERSIGNED B1 DER HEREBY AGREES TO A,RT CONSTHUC ION WORK D THIS PROJECT, I AWARD HIM, NO LA F,R THAN TEN (l0) DAYS AFTER FINAL ECUTION AN$ TO CC LETE WI IN 9U YO ING DAYS A ER STARTING CONS_RUCTION. DATED T THIS_DAY 0 I98 A EDGEIQNT OF CEIPT OF ADDENDA: NO. ATE NO ATE NO 1ATE SIGNED TITLE NAME OF COMPANY ADDRESS f.ITY/STATE/ZIP TF.LEPW)NE CITY Of RENTON STATE CONTRAC1O S BUSINES LICENSE R LICFNSF M �. -- I BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned as principal, and corporation organized and existing under the laws of tf,e State of as a surety corporation, and qualified under the laws c the State of Washington to become surety ' upon bonds of contractors with municipal corporatl ons, as surety are jointly and severally held and firmly bound to the City Of Renton in the penal sum of 5 for the payment of which sum on demand ,,e bind our- sel�c,� and our successors, heirs, administrators o personal representative , as the ' case may be. This obligation is entered Into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. ' Dated at Washington, this day of 19, Nevertheless, the conditions of the above obligation are such that: ' WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for which contract is referred !, herein and is made a part hereof an though attached hereto), and WHEREAS, the said principal has accepted, or is a,Out to accept, the said contract, and undertal,e to perform the work therein „rovided f^r in the manner and within the time set forth; NOW, THEREFORE, if the said ' shall faithfully perform all of the—_'provi sT Ions Tsaid contract in the manner and with n the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialman, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless t7om any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said principal, or any subcontractor in the per- formance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be Vold; t.,t other- wise It shall be and remain In full force and effect. Revised: 8/16/83 ' CONTRACTS OTHER THAN FEDERAL-AID FHWA , of THIS AGREEMENT, made and entered into this _ day of . 19_ ' by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and _ hereinafter referred to as "CONTRACTOR." WITNESSET11 ' 1) The Contractor shall within the time Stipulated, (to-wit: within _ working days from date of commencement hereof as required by the Contract. of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials. appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction' and installation work in a workmanlike manner, in connection with the City's Project (identified as No. — for improvement by construction and installation of: ' All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all ' other documents hereinafter enumerated, and in full compl',�nce with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is fu, ther agreed and stipulated that all of said labor, materials, tappliances, machines, tools, equipment and services shall be furnished 2of7 ' Contracts Other Than Federal-Aid FHWA and the construction installation performed and completed to the , satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ' ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the acceitir.ce of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if , hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal , d) Specifications e) Maps & Plans , f) Bid g) Advertisement for bids h) special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the , time specified in this Contract, or anv ,xtension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his , Rev. L,'83 Contracts Other Than Federal-Aid FHNA 3 of 1 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately ' serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within Jifteen 15 da s after the serving upon it of such notice of termination does not perform the Contract or does not cormence performance thereof within thirty (30) ' days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his suety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of ar,d utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. i 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Federal-Aid F?WA 4 of 7 S) Contractor agrees and covenants to hold and save the City, its officers, , agents, representatives and employees harmless and to promptly indemnify ' same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred t by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal in,;ury ' and/or damage to property arising from or out of any occurrence, , omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification ' provision shall likewise apply for or on account of any patented or un- oatented invention, process, article or appliance manufactured for use , in the performance of the Contract, including its use by the City, unless t otherwise specifically provided for in this Contract. In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor , shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City , in connection with such litigation. Furthermore, Contractor agrees to ' pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, ' provisions and agreements hereunder. 6) Any notice from one party to the other party under the Contract shall , be in writing and shall be dated and signed by the party giving such , notice or by its duly authorized representative of such party. Any such 1 1 5of 1 Contracts Other Than Federal-Aid FHk1A notice as heretofore specified shall be given by personal delivery ' thereof or by depositing Same in the United States mail , postage J,epaid. certified or registered mail. ' 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than working days ' from the date of commencement. For each and every working day of de'. after the established day Of completion, it is hereby stipulated and ' agreed that the damages to the City occasioned by said delay will be the sum of as liquidated damages (and not as a penalty) for each srch day, which 1 shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any provision in the ' Contract nor partial or entire use of any insta'lation provided for by ' this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. ' The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which ' shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with ' reasonable promptness after discovery thereof, and Contractor shall be Contracts Other Than Federal-Aid FMMA Obligated to take i 8 of 7 immediate steps to correct and remedy any ■■ fault or breach at the sole cost and ■ expense of Contractor. such defect, 9) The Contractor 'and each subcontractor, if any, shall S�bmi City such schedules of quantities t to the reports,rolls, r a": Costs, Progress SCACWuIes. pay- to the Contra and miscellaneous data Pertaining ct as may be requested oy the City from tine to time. t 10j The Contractor shall furnish d curet t faithful Derfo y bond Or bonds a5 Security for ' r"ce of the Contract, including the Persons and firTms Performir, 9 the Ddyment of all this .ontract or f r, g labor on the construction project under said bond [o be inurnishin the g materials in connection with this Contract; aunt of the Contract price as specified in Paragraph il. The surety or ' sureties on such bond or bonds must Pe duly licensed as a surety in the li State of Mashing[on ' 11 ' 'he total amount of this Conti ' -t is the sum of State Sales tax. payments — —� which includes , Will Washington °SDecial Pr be made to Contractor as dues ion$" of this Contract. specified in the 1 :iev. .r83 t ' Contracts Other Than Federal-Aid FHWA 7 of 7 ' IN WITNESS WHEREOF, the City has caused these presents to be signed by its ' Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR CITY OF RENTON re�n'tWartner ner ay or— ATTEST: ' c eretar�--y—'— sty C erk d/b/a 1 rm ame Individual_ Partnership _ oCorporation _ A Corporation Late o ncorpora t i on Attention: ' If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. 11 business is aARTNERSHIP, full name of each rartner should be listed P followed by d/b/a (doing business as) and firm cr trade name; any one partner tmay sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company, r i CONTRACTOR!SUBCONTRACTOw `rC O REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT �' .} Month: Year: To be aubml tted to the City's Project � � Goals and Timetables as comni tted Engineer during the let week of following �i L1 in Contractor's Affi rmatite t month while Contract is in progress. Prime Action Plan _ \ Contractor is responsible for obtaining and submitting all Subcontractor Reports, or per City's Plan _ 9.1 \ To: (Name and location of Compliance Agency Dept.) From: (kame and location of contractor) t This report is required by Executive Order 1126t, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. ). mina. Total total York Hours of Employment ISee footrwtel rity number umber or of Claee1 a. •• C. _. e. v/h of mInorit Empby- riee- His- <r. Aetan/ .otal total Comp ar��e Nate (Lr.l Trade dons Tota Black panic ndlan Peet'te ?e - vT ee slay- sae Ze kni E. C ' A A Tr AD mmlae, ' Tr A Ti C A. _ T i Ski 1 Tr Tr 7. Cc e.pary Cfflc..Y a lgnature and Title 8. Date Signed y. Telep^.one I.umber (Include Area Code) (ev. 11/77 (-Males L Females, --Minorities i Hon-minorities) Page _ of 7,'80 (Submittal Requirements G City's Goals/Timetables) 1 INSTRUCTIONS FOR FILING VOLCY?IENT UTILIZATION REPORT (CITY OF RENTON) i The Employment Utilization Report is to be completed by each subject contractor i (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on i the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance fgency that is funding their construction project. i Reporting Period . . . . . . . . . . . Self-explanatory i Compliance Agency . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a oualifying i construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Anv contractor or subcontr-for who has a i qualifying contract. 2. Trade . . . . . . . . . . Only those crafts covered under applicable i EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all i employees in each classification; the total number of hours worked by each *minority group in each classification and the total work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftuorker Qualified, Ap - Apprentice, It - Trainee). 4. Percent of minority work- i hours of total work-hours . . . . The percentage of total minority work-hours worked of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) 5 Total Number of Minority i Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during i reporting period. 6. Total Number of Employees Number of all emplovees working in contractor's i aggregate work force during reporting period. • Minority is defined as including Blacks, Hispanics, American Indiana and Asian i and Pacific Islanders - both men and women. 1 i 0 RE UIREMENTS FOR THE PREVENTION OF ENVIRON$IENTAL POL CES In accordance with the provisions of Chapter 62, Laws of 1973. H.B. 621, the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions: Kling County Ordinance No. 1527 requires Building and Land beve-lopment Division a— n�}tyulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. King County Ordinance No. 800, No. 9.00 No. 1006 and Resolution �.-877�Ao. o. o. an o;Tfrd contained in tugcounty code litles 3 and lu are provisions ror disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Slid Waste. ' Puget Sound Air Pollution Control eencv Regulation I: A regu- lation to control-the emission o air contaminants From all sources within the jurisdiction of the Puget Sound Air Pollution ' Control Agency (King, Pierce, Snohomish, and Kitsaa Counties) in accordance with the Washington Clean Air Act, R.C.K. 70.94. WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18.02: Requires operators of stationary sources of air contaminants to maintain records of emissions, periodically re- port to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation i . R.C.W. 90.48: Enacted to maintain the highest possible standards to ensure iFe purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife, birds, game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable methods 1 by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this t State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of SS,ODOjday for each violation. R.C.W. 70.95: Establishes uniform statewide program for handling so i wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under ' the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.N. 76.04.370: Provides for abatement of additional fire haz- ard (land, upon which there is forest debrisl and extreme fire hazard (areas of additional fire hazard , ear building, roads, campgrounds, and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.D10: Defines terms relating to the suppression or abatement of est fires or forest fire conditions. R.C.W. 70.94.660: Provides for issuance of burning permits for abating or-prevention of forest fire hazards, instruction or silvicultural operations. R.C.W. 76.04.310: Stipulates that everyone clearing land or ' clearing right-of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as , the clearing or cutting progresses, or at such other times as the department may specify, and in compliance with the law requiring burning permits. R.C.W. 79,44: Laws governing surface mining (including sand, , grave , stone, and earth from borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding, and , inspection of operations. W.A.C. 332-18: Delineates all requirements for surface mined land -reclamation. , W.A.C. 33.- 24: Codifies requirements of R.C.W. 76.04 pertaining to�oland cle`aring anu burning. V. S. AWIY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13. 1902: Author• ' ize�—s-Secretary o rmy an orps o-fngineers Lo issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and , specifications. Section 404 of the Federal hater Pollution Control Act PL9.•S0P _ ��- --' 83-$i�af-�1�. �otiies-tFe-Secretary of-tl-ie Army, acting t rouh gh the Corp6 of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such discharge will have adverse effects on municipal water supplies, shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act aPP. .3roved March 1899: t ' rov�--ides M t a isc arge i�'usew o will—out a peiml[into navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may file a complaint with the U. S. Attorney and share a por- tion of the fine. -i• PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION t King nty Resolution No. 25189 requires an unclassified use permitCou or filling, quarrying including borrow pits and associ- ated activities such as asphalt plants, rock crushers) and ' refuse disposal sites and provides for land reclamation subse- quent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management .Act 19'1 requires a permit for construction on�. tate_s o�_amine- s _T`ermii acquired by Public Works and reviewed by Bu:lding and Land Developme t Division. ' k_i!n��_�Co�u_nt_ Ordinance No. 1488 requires permit for grading, land tf-TIs, grav 7 pits,- - ng�quarrying and mining operations ' except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT Of FISHERIES AND GMT ' Cha tee 112 Laws of 1949: Requires hydraulics permit on certain projects. (King ounty apartment of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY t:.A.C. 173-220: Requires a National Pollutant Discharge Elimination ' System permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. 1 W.A.C. 372.24: Permit to di,charge commercial or industrial waste waters into7tate surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge ' which contains turbidity. ) W.A.C. 508-12-100: Requires permit to u-e surface water. ' W.A.C. SOS-12-190: Requires that changes to permits for water use e reTewed-Fy—tFe Department of Ecology whenever it is desired to change the purpose of use, the place of -ise, the point of ' withdrawal and/or the diversion of water. W.A.C. 508-12-220: Requires permit to use ground water. W.A.C. 508.12-260: Requires permit to construct reservoir for water stora6 ' W.A.C. SO8:I2 280: Requires permit to construct storage dam. X.A.C. 508-60: Requires permit to construct in State flood ' co-on t r-o`_zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc.) . •3- PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES , R.C.N. 76.04.150: Requires burning permit for all fires except , for sma out For fires for recreational purpos.s or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning ::nder the provisions of R.C.W. 76.04.150, 76.04.170. 76.04.180, and '!.94 due to exteme fire weather or to 1 prevent restriction of visibility and excessive air pollution. R.C.h. 76.08.030: Cutting permit required before cutting merchant- ' aabTe t_Rbee.— R.C.W. 76.08.275: Operating permit required before operating ' power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining opera- tion inc—IuT1ng sand, gravel, stone, and earth from borrow pits) . , UNITED STATES AR]%IY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March 3. 1899: Requires ' permit -for construction otTer--tRannbri games, seer S. Coast Guard administered permits) on navigable waters (King County ' Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 52.28.010 52.28.010�5c.11 151 52.18.040, 52.28.050: ' � ro.•i es aut on"L Tor, requirements o an penalties n of n failure to secure a fire permit for building an open fire within a fire ' protection district. UNITED STATES COAST GUARD , Section 9 of River and Harbor Act of March 3 1899 General bridge_ Act of Maicc—£S,-T9W_man enera ri�eT i of T 36`as amended u USt�T4S3--1Cenuires a permit or construction oT-brifiFe on ' navigable waters (King County Department of Public storks will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- , mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality Improvement .Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9.OZ(d [ii of_Re Regulation I: Request for verifica- tion t T - �- C-o ___- of popu atinn ensity. Contractor should be sure his opera- tions are in compliance with Regulation 1, particularly Section 9.02 (outdoor fires) , Section 9.C4 (particulate matter--dust) , , and Section 9. 15 (preventing particulate matter from becoming airborne) . •4- 1 PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40 Cha ter IS, Part 61! Requires that the Environmental rotection gency a uotilie-d S days prior to the demolition of any structure containing asbestos material (excluding residential y structures having fewer than S dwelling units) . r The above requirements will be applicable only where called for 1 on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public ' Works, 900 King County Administration Building, Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. 1 All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. 1 All permits will be available at construction site. 1 1 1 1 r 1 1 1 1 1 s- 1 -k 1;37)-AA PRIiVAILIN.: MINIMUM HUJKLY nAGE RASES JULY 1), 1484 d.—)P III r .. ii:E ERECTCkS AdU fE 4CE LAuUREkS IUCATIL.h: C:L>LLA:A, GKAYS HAkiAUk. 1SLANJ. JEFFER�JN, KIN., KIISAV, L.•IS, MASS.)'„ P:,LIFLC (NURiH )F .AHKIAKJA CGJNTY NURTHER,i !AUJNUAIY t KTENOLO UUC NEST IU THE VALIFIC JCEANI, PIERLE, SKAGIT, aNLliuMUH. THUKSTQN AN ) w11ATLuM CuUNTLES. I auE, HLNtl ITS IOTAL H'IURLY HENEFTTS 2.40 %/Hk. FEJLRAL ,AvF KATES UC CUP AT I'N JCCUPATIUN STATE FE JE kAL CUDi UESCk/VTIUN RATE kAIE 7SJ-JC1 rL NCE EK EC Tt;k 13.OJ -- 2?:-C121 FENCE LAN. .tK LD.95 l�.lo IItY JF kE%TUN 1 . : HILL SL�L4 RLPAlk PAGE 1 MWY-k 12720-AA PAFVAILiNU MINIMUM IIUUKLY %AuE RATES JULY 1J, 1494 (ICCUP4TIUN% LA6UKEAS I SEwER E. WATER LINE CONSTKUCTIUNI LOCATIUNI CLALLAN• &SAYS NAknUk, ISLAND, JteFERSUN. K1rF,., KIISAP. LtwlS, ACWN PACIFIC (NORTH IF THE rAHKIAKUH COUNTY NOkTHEki 3VJNUARY EXTEwOtO UUF WEST TU THE PACIFIC OCEAN). PIERCE, ]KAoi T, S Nt)HOMISH. THWiS,UPI. WHATCUM ANO PARTS OF THE rOLtuwlat. L. J'111E$ LYI'W •EST OF THE ISOTH NtR1O1AN. LHELAN• KIIIITA$. Ui ANUi4N AND YAKINA CUONTIIS. FRIN„E tICNLFITS HFALTH AlJ AELh4RE 1. 15 S/Hk. STATE Pf NSIC. 1.45 1/HR. STATE TOTAL H:,JALY BENEFITS 3.33 L/HR. ST4TF 3.11 $/HR. FEJcriAL F441`011d FUN) . 13 1/MR. O ATE 'a A,er BATES tGCVPATI IN OCCUPATIUN STATL FEDERAL C,IUE UESCklN1IUr, iATE RATE 365-0010 ut4rkAL LAB61,LK 13.d0 14.00 `163-002.) PIJELAYEk 1+.14 14.4s za)-)03) TI;PMAII 1Y.20 14.34 CITY bF .RENTUN . KCL11Nis.,,3i1tL SEIpER REPAIR ,�.;... PAGE 2 NNY-k32 A20-AA 00 VAiLINu MINIMUM flOURLY WAGE RATES JULY 1), L484 OCLUPATION. P6wER LUJIPMENT UPERATOkS LuCAliUN: LLALLAM. GRAYS 1+AR60R, ISLAND. JLFFERSUN, tPaG, Kt TSAP, L.wIS, 4ASU'1. PACIFIC la,K1Et OF wAHciAKU•M COUNTY NUKTHER., dU1NUAAY EKT::NDEJ DUE WEST TO Ink PACIt IC 3CE41414 PIERCE, SKAGIT, SNOHUMISM. TMUkSTUN AND MHATCLM COUNTIES. FRINGE BENEFITS AEA11M AND WELFAkE 1.95 $/Hk. STATE PENSIGN 2.00 S/HR. STATE TOTAL tf IJRLY ti0df-ITS 4.14 S/HR. FEDERAL TRATNINJ FUND .21 SIM. STATE .AGC kATES St ATL FCJEKAL UESCr PTI ,-, kATE RATE GROUP IA ?7J-io7J !v..ar,E IGG IUnS ANJ UVER UP 2)J FT OF Suun 1;. I3 14. 73 1NCLUUING J10 A..0 uVEK SIJ-•i5J5 LOADtK, 9 YARUS ANJ '�Vtk 1a.13 1E3.13 570-55:3 SHOVELS ANO AITALNMENt" o YARDS ANJ OVEE, la. lo 18.73 WRU'JP 1 570-55", LAi3LEwAVS C.A:4F OVER 4 TUNS ANJ JP TO LJJ TINS DF !'.J3 1,.23 fiVFk 150 FT 'R iUL)4 INLIUDIN+ .il + �70-5515 IILLICGPTEk NINCM l: .Ls 1n.23 57G-5545 LOADER, OVERHEAJ a YARDS UP 1:, i Yak,; l . : 13.23 5T3-S5o5 01JA� 9 ANU Sf IIL AR, U-1J ANJ rJ-rl l • .. . I1i.23 573-550) NC r.,,T ; LC.TkA „P7 AT o•. .i6• 13.:± 13.23 573-5525 ROLLA',G f, 13.Z3 570-45aJ aCRAP _KS. Si t-,'n :PLLLIu n. A YARDS '.J OVcK 14.23 57R-555n SMO'VttS. UACxAJLS JVER 3 YLJ.-. T, >77-555'i SLIPFURM PAYcPS l ,. 1i.73 17)-55 0T�l.,k LRA%t, l''.CS ii.23 kiJ-547 11 it )TIE , ll.6 II.IV it. Tv 17.7v cTT �;AT,.r Pt4-,T ..wdTUh It. P, 1 1. 19 lElf OF 4L <l11n ^CLLI-rt, rl(L.L ticntk 6[PAIR P4 '. 5 4wY-KJ4320-AA PREVAILING MINIMUM MUu"LY *AGE RATES JULY 10, 1904 OCCUP4TI0N9 P�I.Ek EOUIP14 RT UPEAATOkS L,ICATTLIN: CLALLAM. GRAYS HARdGK. ISLAND. JEFFERSUN, KIN,,. KITSAP , L.41S. MASd:t. PACIFIC INdRTH IF wAMKIAKUM COUNTY NUKTHER'. dUJNJAKY FKTINDEJ DUE we ST TU THE PACIFIC LCEAN1. PIEk� . �AA411. SNUHUMISFL. TMURSTUN ANO oHATCOM CUUNTIES. w AGE RATES uCCUPATIq% OCCJPAT IU:. :TAT- FCUEkAL CODE !)ESCKI PTIUH w ATc WE (-,k Jl1P 2 57D-5Sb) CRANES. ?J TUY S THRU 45 TUNS 11.19 I7.79 570-5545 CRUSHERS 11.14 1709 57)-5023 JLRR 1'.R. 11.19 17.79 i7)-56]5 DRiLLlliU MACHINL 11.14 11.19 57]-564d FI.YISHING MALHINt It. 1, 17.19 5?0-55RS HYJkALiFIS 11.79 11.19 570-5637) LFAOMAN +L'CHn•LIC OVLk MELHANIL 1i.19 17.79 510-561'. LUAUt KS. uVH�4CAu U: Lk u YAk DS U.7Y 17.79 570-5621 LGCuM.1TIW S. ALL 11.19 17.79 57J-5625 MLGHANICS. ALL 17. 14 11.19 570-563'1 41KERS. A$Pt/ALT PLANT 11.79 17. 19 1?0-504) MiiTUR PA7k CL kAI)ERS - FINISHING. BLJETUPb, 1I.79 17.19 PJLLING SL„PFS. UITCt{ES. ETL. PILLUKIVER 0.14 11.79 57U-564h Pl)iP TR JCa 4:'JN1EJ CONCRt IE PUMP AITN '11,,4 11. 19 L1.19 AT TAL.HYENT i70-ShTi SCkAPt.RS. 14dfR 45 YAR.1, It. lb 17. 19 5?O-505 SCdELU MAN It. 19 11. 19 57J-56F.� 'itiUVflS. HA(_KHULS 3 YAKD'i A46 UNl k 11. 14 17.79 ''i 1-CkAJFK - TR141AE5 It. 1v It.19 573-56e1 :�AC:TUR. nJ OP A:4J Gii,. iiALAHJE ANJ A11A'H. 11.14 11.79 57J-501 I�ALToLS. e3ALK.Hit 1l . ly 11.79 oLd3JP 3 570-5oti5 'A-fk A.M Ck ANL 1, .a3 11.43 $10-546" bkalUMS ll.-3 1 T.43 5711,-5735 CUNCRLTE PJMVS 11.43 i7.4i R?'11'+Sr,To'iri CU%tV EY U k.S 11.43 11.43 %T'Or97VYl '{RANf.S. UP TO 20 T.;'., ll.v3 17.43 y7J-56ti) I'7f (FH;• ..-'i 11U lr'U..- �.�-Yl.• PAY JUi.. 11.43 11.43 _% v5 TUNS lF.41 11.43 '.iii . , HILL $LKEk kLP41R PAUL ' HAY-R 31370-AA PREYAILLNG MINIKUK HOURLY WAGE RATES JULV 13, 1184 XLU"ATIUNA PUWtk EJUIPMENT UPERATCRS Ll)CATIJN: LLALL44. GRAYS HARBOR. ISLAND. JLFFERSON♦ KING. K1tSA+, LcWIS. MASON, PACIFIC (NORTH if ,t At*CtAKUN COUNTY NUKTHERN 813J'NOARY EX7ENUEU DUE WEST Tu T..+E PACIFIC uCEANI, ✓ItRGL, SKAGIT, SNCKINISH, tHURSTC+V 4a0 WHATCGN CUUNTLES. WA:„f RATES i CCUPATI i'+ 11C-.0AT Iu'N ST AT I. FEdERAL COOL DESCRIPTIuN RATE NATE uk 3UP 3 SID-5705 E4UIPMENt SERVICE cN✓I%tL4 L1.43 1f.43 i70-S7?9 F�;RK LIFTS U.43 11.43 i71-5711 HOISTS. AIR TJGvf✓S, cTL. 17.�3 17,43 )79-5f15 LU4DEkS - ELEVATING .YPL 1t.43 17,43 KtJ-57<'h 4GUiF PATKCI uRAULR - '*I i-FINISHING L7..3 17.43 574-57s1 KUCKIN1. MACHINE. fT,.. 11.43 11.43 �uLLLRS. (IN PLANT. HCADMIX UR KULTILIFT 11.43 11.43 KAfLflI4L5 -'. I• SAwS, CUKCRETE 1t.43 ll. v3 y7 iLk&PkkS - CARI?V ALL It.43 LI.Y3 SPREADERS, bLAW KNOx, ETL. L7.43 17.43 TRACTUR, 60 HP A•.'l DiuUER, 3ACKHUE AND ATTACH. 1t.43 L7.%3 -� � `- •-Eli(N1 NG MACH INIi Lt.43 L7.43 iiRUUP hl !-+ le lkl+SJT�iw i. HILL atR i. L1 L. 11.13 11.13 )FI4tH '.U, IWUIK C-t44F Oro T . ,, ANU U73.JL, 11.13 11. 13 4041 Dhf:AKc.'. 11.13 11.13 „ST)filLF OIG.,LK, IECAANILAL 0.14 11.13 o7a-hH2) 004a,N PLANT 1f. L3 11.L3 -;IK 1 ' . . tT.L1 i,RJUP S 15.33 P Al,1 7 l t1RY—k J23:0—AA PREVAILING M1N1140P1 iUUKLY MAGh RATES JULY 14. IV84 UGCUPATiHN: POWEk EQUIPMENT WPERATORS I.UL ATIONI LLALLAM. GRAYS HARBUR, ISLANJ. JE€FEMSON, K146. KITSAP, L,.415. MASJY. AALIFIL (NukTH OF %A1IKIAKUM GUJNTY NUw THERa BUJNUAcY FXTENUtU DUE K[ST TU THE PALIFIL ULEAN), PIERLt, SKAGIT, SNCHOMISH, THURSTON AND ♦HAT4UM LUUNTIES. UTHFR 510-4574 WVCkTIAE: ALL *URK PERFPAMi _ . )F S HUUPS PER GAY OR 4J rot UK; , .,:,Jar TMAW"H Fri IOAY. 4" 4 ICJ ON SATORDAYS SNAIL .+ . ., JNE-HALF TIMES THE RFUULAt ..A;., aLL «U4h 't4FURMEO ON SJNUAYS ANC HOLIJAYS SHALL aL +ALU Al UUildLE THE 0 GOLAP RATE OF PAY. SID-95PT STAIC. €UR[MAN - D.5J Wok. uVER THE HIGHEST 6LASSIFILATI04 UiNOLK HIS SJPEk4IS1UN. LITY OF kEaTUN FI LI I`:'v HILL st*Fr 14LP41k PAlit R HAY-102120-AA PREVAILING MINIMUM HUUALY WAGE RAIES JULY 13. L484 UCCUPATIUN: PU*Lk L'JUIPMENT JPFRATORS ISEWER G WATFR LUNSTRUCTIONI LUi,.AT ION: LMEL AN. CLALL AM. CJUwLAS tTHAT PukT/OK WHILE! LIES BEST OF THE L20TH MtkIJIANI . DRAYS HAR40k, ISLAND, JEFFERSJNo KINa, KITSAP, KITTLIAS. LEWIS, MASON. PACIFIC INUATH OF A STRAIGHT L114c FROM TIE,[ SUUTHEKN 9u UNdAKY OF LEE.IS LUJNTY EK?cNOEJ REST T� THE PACIFIC OCEAN) PIERCE, SKAGIT, SNUHUMISH, THURSTON. WHATCdM AND YAKIMA COUNTIES. FRINGE RTNEFITS HEALTH 14NJ Wr LFA`IE L.AO SALk. STATE PENSION 2.00 S/hR. STATE IUTAL HJURLY BENEFITS 4.01 S/HR. EEJtRAL TRAININ:: FOND .21 S/HK. STATE 04Uc RATES ,TC C UPAT ION OLLUPATIUN ST ATL FEJERAL CLUE DESCk1PTION RATE RATE UAUUP 1 580-3040 SACK Fll-Ltk 16.92 16.92 580-J037 BALKHOE I1`83 LA$.E TYPE AND LARGER WITH 1n.92 16.92 ATTACHMENTS) 580-G103 CLAM IQ.92 16.92 58i-J1?'? CRANE 16.92 16.92 5,8J ':> )1TCHINU AACHINE Lc.92 16.92 580- 'rr 1ALL CAT. TYPE 0-3 ANJ LARGER) 1: .92 16.92 L4E 1n.92 1t,.92 ".T-EN£ LOAUER ILYJS. ANU UVER1 16.92 1s.92 .. i : ,MANIC L,.NZ I..92 +CLDLR L,.44 1".92 .„ . •:.k 1h.92 16..92 To.92 16.92 53J-.,?:i?J 4:. :._ l v.7`,. JN DEAI Lo.92 L6.92 5®0-clsm SI',Si 1 ',, . TYPE J-e '. i Lan ,t. .- .... ., . . 1Y�' . 1i'J o^,ALLty wLTH , , - . �.... f : l U 771 _ ,• tf � >.r2. 16.r1� HkV-N32170-A. PREVAILING MINIMUM it UM HUUKLY nAGE RATES DULY 1Jr 1a84 JCLJPAFIGN: PO.ER LQUIPMENT UPtkATOR$ ISTRER E WATER CONSTk UCTIUNI LUL411-IN: L.hFL 4v, CLALL Ni. U.iUULAS I7HAT PU,.IION 141CH LIES nL 51 OF THE l''�Tn HEk I )IAhI . ,.4AYS it Ak BUk. lSL ANOr JtFFER S,aNr II LV�ir Nl TS4V. KI ITI TAS. LEl,tS. 4aSUN. PACIFIC INGRi}( Op A SfRAL.hT LLVE FROG THE SUU TMEkN tl,iJNuAKY OF PAUEJL Li„I$ COUNTY EXTCNUEJ WEST T,: iHt Y JCEANI PIERCE, SKAGIT. SNUH0111SH.AKl 4A CCUNT IFS IHUkSiONr +)4 ATG)V ANU . .ACE RAILS JCL-UPATI I CODE 6CLUPAT ION "C SCR P I I iaN STATL FE:+LRAL GR.JI)P d "All kATE i80-CO71 Juc IN: MALHINf: SRU"Di.Y) L("I"AL IWfl 16..:a 1a.42P%It 141 UUIEk (ANY TYPE SHALIfk THAN CAT 0-31 16.42j 16.42 SRO-CM Jk1LLS ILFRUI TVPI-1 16.427 Lb.42i rd)-JIHI Fk CNT-PIG LUAutk IUNUER , YJ.1 iR1-m2UJ GIN TL.UCK 1b.42i 5R)-,+, 10.423 16.425 2 a'� MECHANICAL di LASCk (LAkUL GkLASF. TRUCnI 16.41a It,.425 SR'1'-J27J PAVINU AALHI;.LS 10.42i 16.425 583-0283 PGI FlkCPAN IEVGINE UPLk ATEU AOUVI. 3 HBL.1 11.rc? 14.425 SRU-J30J RULLflS L..4.a Ib.42 Sal-C32) SEFYICL FL L'n 980-034) Sl;)E •31Ii;P lace TYPC IPAl1.k THAN LAT -31 to.4e'a L6.425 iRO-03L1 TRALTAIv la..2a 16.1125 560-=13P) 'nILL ✓l,l7,T SY51'FM 1,a.41a 1b.4Ya r'AUUP 3 Lb•42i I6••2� B N.)-J01) A 580-.00FJ CH41N TYPL' CrIiC4/tk ( ;1 T�.1 ..I IL41 14.40 14.4E iR0-0110 CUNCkCTE SA, 5R0 L)211,) U1 L." 14.46 5 at)- y '-Ei+ZGAStY 1'..vL I4.46 029 UILf: 1+.+4 l'..ye. i90-02!1J V'J4i1 1..rn 14.46 7R3-)31) wEi '.. 1..46 14.4n 7..rb 14.4b LITv Lis dE .iUA RCELINU HILL SCALK +:CP.11k 'AS! itb 1 1 a 1 1 i SPECIAL PROVISIONS 1 1 1 1 i 1 1 1 i 1 i 1 CITY OF RENTON 1 APTWE STANDARD SPECIFICATIONS ' THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORXS CONSTRUCTION PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AM:RICAN PUBLIC WOWS ASSOCIATION, I"I ' EDITION, SMALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS MENDED OR SUPERSEDED BY THE SPECIAL AND TECHNICAL PROVISIONS HEREIN. t A COPY OF THESE STANDARDS SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055. MERE THEY MAY BE EXAMINED AND CONSULTED BY ANY INTERESTED PARTY. ' WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON. AND WHERE REFERENCE ' IS M10E TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WOWS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. ' NOTE: THE SPECIAL AND TECHNICAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SWILL SUPERSEDE PROVISIONS OF THE STANDARD SPECIF1CA110NS IN CONFLICT HEREWITH. ' HEADINNG ' HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARIICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INIERPRETAIIDN OF THE CONIRACT DOCUMENTS. ' SPECIAL AND TECHNICAL PROVISIONS STRUCTURE ' THE SPECIFICATIONS NOTED HERFIN ARE IN ADDITION TO. OR IN LIEU OF, DIVISION 1, 11, 111 AND IV OF THE STANDARD SPECIFICATIONS. MERE SECTIONS ARE HAPolEO "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION,- THE SPECITICAIIDNS ' HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARNLD, "ADDITIONAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED, WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION," THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. Revisr _54 1 SPECIAL PROVISIONS , INDEX ' SECTION PAGE , SECTION 1 SP 1 SPECIAL PROVISIONS SP 1 ' STANDARD SPECIFICATIONS SP 1 ACT OF GOO SP 2 SHOP DRAWINGS SP 2 OR EQUAL SP 2 t APPROVAL SP 2 SECTION 2 SP 2 ' PUBLIC OPENINGS Of BIDS SP 2 SECTION 3 SP 2 ' CONSIDERATION OF BIDS SP 2 SECTION 4 SP 2 PROCEDURE AND PROTEST BY THE CONTRACTOR SP 2 ' USE OF MATERIALS FOUND ON THE PROJECT SP 3 WASTE SITES SP 4 HOURS OF WORK SP 4 ' CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 4 SECTION 5 SP 4 ' SUBMITTALS SP 4 CONSTRUCTION STAKING SP 5 FINAL ACCEPTANCE SP 6 ME THOO OF SERVICE OF NOTICE SP 6 , ERRORS AND OMISSIONS SP 6 SECTION 7 " 6 , SANITATION ;F 6 LOAD LIMITS SP 6 EMPLOYMENT OF STATE RESIDENTS SP 7 , WAGES SP 7 SUBCONTRACTING SP 9 RECORDS AND REPORTS SP 9 CONTRACIOR'S RESPONSIBILITY FOR WORK SP 10 , RESPONSIBILITY FOR DAMAGE SP 11 PROTECTION AND RESTORA11ON OF PROPERTY SP 11 RESTORATION OF STRUCTURES AND SURFAZES SP 11 ' UIILIIILS AND SIMILAR FACILITIES SF' 13 Revlsed 3/84 t 1 1 1 1 PUBLIC LIABILITY AND PROPERTY DAMAGE SP 13 GENERAL SAFETY REQUIREMENTS SP 15 FLAGMEN, BARRICADES, AND SIGNS SP 14 1 DUST CONTROL SP 15 RIGHTS OF WAY SP 15 EMPLOYMENT OPENINGS SP 15 1 SECTION 8 SP 15 PROGRESS SCHEDULE SP 15 1 PRE-CONSTRUCTION CONFERENCE SP 16 NOTICE TO PROCEED SP 16 TIME OF COMPLETION SP 16 LIQUIDATED DAMAGES SP 17 1 OVERTIME WOW( BY OWNER EMPLOYEES SP 17 CONTRACTOR'S PLANT AND EQUIPMENT SP 17 ATTENTION TO WOW SP 18 1 SECTION 9 SP 18 MEASUREMENT OF QUANTITIES SP 18 1 SCOPE OF PAYMENT SP 19 OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 19 1 1 1 1 i 1 1 1 Revised 3/54 1 1 SECTION 1 1--1.39A SPECIAL PROY15Itr15 (ADDITIONAL SECTION) t ALL PROVISIONS OF THE APWA STANDARD SPECIFICATIONS RELATING TO AND PROVIDING I.FOR THE METHOD OF MEASUREMENT AND PAYMENT FOR WORT( PERFORMED ARE DELETED AND VOID. THE MEASUREMENT AND PAYMENT SECTION SET FORTH IN THESE DOCUMENTS SHALL BE THE BASIS FOR PAYMENT OF ALL WORK PERFORMED UNDER THIS CONTRACT. ' 1-1.396 STANDARD SPECIFICATIONS (ADDITIONAL SECTION) ' OTHER CERTAIN REFERENCED STANDARDS,THE LATEST EDITIONS OF: AS USED IN THIS SPECIFICATION, ARE FROM tAWWA WIERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AMERICAN STANDARDS ASSOCIATION , ASiM AMERICAN SOCIETY FOR TESTING AND MATERIALS 1-1.50 ACT DF MO (REPLACEMENT SECTION) ' "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC , PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL t LOCALITY OF THE WORT(, SHALL NOT BE CONSTRUED AS AN ACT OF GOO. 1-1.31 SHOP DRAWINGS (REPLACEMENT SECTION) ' THE TERM "SHOP DRAWINGS" SWILL REFER TO THE PICTORIO.L DESCRIPTION OF THE ' DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 11-1_32 OR EQUAL (REPLACEMENT SECTION) , WHERE THE IERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON , RECOMMENDATION OF THi, CNGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. ' SP 1 Revised 3/84 1 1-1 33 APPROVAL (REPLACEMENT SECTION) ' THE TERN "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY UR GIVEN PROPERLY ON Inc. BEHALF OF THE OWNER. SECTION 2: BID PROCEDURES AND CONDITIONS 1 2=1_12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) ' SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD. SECTION 3 1 3-1.01 CONSIDERATION OF BIDS (ADDITIONAL SECTION) AWARDING OF CONTRACT WIIL BE BASED ON TOTAL SUM OF AIL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED. SECTION 1 4-1.05 PROCEDURE AqD PROTEST BY THE CONTRACTOR (REPUICEIENT SECTION) ' ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS .c4KRINTENDENT OR FOREMAN AS TO THE MEANING AND INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY ' BROUGHT TO THE ATTENTION OF THE Plalt.IC WORKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. ' FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS RLPRESENTAIIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SMALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR ' MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED. TO PREVENT LiSPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE SHALT. DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE AI.L QUESTIONS RELATIVE TO THE EXECUTION OF THE WORT( AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. SP 2 Revised 3/84 IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH t INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND A►DLNT OF THE DAMAGE OR t DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SMALL SELECT A THIRD WITHIN 30 P_"V'q THEREAFTER. , THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL LE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES t THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION: ' 1. ARE NOT RESPONSIVE TO THE QUES11ONS SUBMITTED; 4. IS CONIP AkY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT TH'REOF; ' 3. IS AR81TRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES Si O411TED TO ARBITRATION. ' THE BOARD OF ARBITRATORS SMALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY ' SUCH HEARING. THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE. , THE COS1S OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MA; ,41TY OPINION THAT THE CONTRACTOR'S ' FILING OF THE PROTEST OR ACTION I5 CAPRICIOUS OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE ' CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS CONTRACT. ' 4-1.10 USE OF MATERIALS FOUND ON THE PROJECT (REPLACEMENT SECTION) ' ALL SALVAGE MATERIAL AS NOTED ON THE PLAOS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALAVAGED AND ' DELIVERED TO THE CITY SHOPS. ALL SALVAGED WAR MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH BASINS, AND STURM AND SANITARY M NHOI.E COVERS SHALL BE SALVAGED AND DELIVERED ' TO THE CITY SHOPS. ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED , INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE KAM. SP 3 Revised 3184 4-1 12 c R (AonITIOF cc TIDN7 ' ALL MATERIALS THE LOOCCAT IIONSY SELECTEDI By NE BE WASTED SMALL BE MAULEC DUPED, AND SPREAD AT THE CONTRACTORCONTRACTOR, INCL SMALL HAVE THE THE OF OBTAINING HIS OWN WASTE SITE. ALL WaTf INCLUDED IN THIS SECTION SMALL BE CONSIDERED 70 BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COFENSATION WILL BE MADE. t T KE HEA OUTS TAK INEO SOLELY BY THE EN TO THE WASTE SITE SMALL BE MAINTA DESCRIBE:. BELOW: CONTRACTOR THE CONTRACTOR SHALL BE PREPARED i0 115E WATER TRUCKS, POWER RELATFD EQUIPMENT AS DEEMED NECESSARY BY THE CITY PUBLIC ALLEVIATE 111E FPOBLEM OF LOST SWEEDERS' AND THE ROUTE 15 MANDATORY SPOILS ALONG TIE ROUTE. PRpp�S DIRECTOR TO ' RE57ORATION OF 4-1.1__F�MpRS OF 1gRrf__(REPLA' CEMENT ccr THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO PERIOD FROM 8!00 A.M. TO S:OO P.N. THE HOURS OF WEEKDAYS' DISCRETION OF THE ENGINEER POW HAY BE CHANGED AT DURING THE CONTRACTOR DUE TO REASONS OF SAFETY, IS IN THE INTEREST OF THE PUBLIC OR THE HEALTH, OR WELFARE. t 4-1.14 TRACTOR:COPIES OF CONTRACT KuY< THE CONTRACTOR WILL BE SUPPLIED By THE SSPEECIFILASONS.IZE TATOFL ASTOtt C COMPLETE SET OWNER CONTRACT 5 SETS OF PLANS AND GOOD CONDITION AND AT ALL TIMES�AVAILLABIBE KEPITo AT THE OWNER DOCUMENTS, INCLUDING ADDITIONAL COPIES OF T HE 517E OF CONSTRUCTION 1N THE OWNER AT CWITRACT DOCUMENTS, IF RE AND THE ENGINEER. NET COST OF REP7R000'TION GUIRFO, WILL BE FURNISHED BY SECTION t �l•D} SUEf/IT7Al_S_.LREPLpCE�NT cr THE CONTRACTOR SHALL FURNISH ALL DRAWINGS, SPECIFICATIONS, INSTRUCTIONS AS REEQUSAMPI%D 10 DES EMONSTRATE �T SCIEDUI-E5, DESCRIPTIVE DATA, T" BE FURNISHFO AND TIIE IE1�NSTRATE FULLY THAT 7 AND MANUFEQUIIPMENT JF THE SPECIFICATIONS WOW COMPLY WITH HT IE MATERIALS AND EQUIPMENT FROM T� AND DRAWINGS. IF THE INFORHATIONPSHpWSIANY� INTENT WRITING ACCOMPANYING RTNEIRYMENTS, THE CONTRAC7OR SHAII_, 8y p DEVIATION STATE THE REASONS THEREFORE, OHMA110N, ADVISE TIE ENGINEER OF T STATEMENT IN ' HE DEVIA710N AND 1 SP 4 Revised 3/84 3-1 OS CONSTRUCTION STAKING (REPLACEMENT SECTION) ' THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CWAHES IN THE GRADES AS 'HEY ARE SHOWN ON THE DRAWINGS. (TRADES NIIL BE ESTABLISHED IN THE FORM OF ' OFFSET STAKES AT DISTANCES NOT GREATER THAN 30 FEET, SET IN ADVANCE UR THE WORK, WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BAITER BOARD OR OTHER CONSTRUCTION 61110E FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EIPLO.FES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND , MAINTAINING, SUCH CONSTRUCTION GUIDES. A BAITER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A (BADE OF 0.30 PERCENT OR LESS, AT LEAST THREE BAITER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE , DESTRO"ED AND REQUIRE RESETTING, A SLIM SMA1 BE OFUUC1ED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT 10 THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. ' T'E LASER METHOD OF ESTABLISHINU 4RAOE MAY BE USED PROVIDING: 1. REQUESTS FOR USE, EQUIPMENT, AND XLTFDD OF OPERATION ARE ' SUBMITTED I:OR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR 10 USE. 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 30 FEET AND AT LEAST 3 TIMES DAILY BY CONVEN110NAL METHODS. 3. PROPER ANCHORING OF PIPE IS PLRFORMED IN LOCATIONS WHERE A BDX IS ' BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO AGLOW A REA'`%ABLE TIME FOR THE ' SETTING OF STAKES FOR THM, NEXT PHASE OF HIS OPERATION 10 PREVENT WORK DELAYS WHILE WAITING FOR CONS?RUCTION GUIDES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND TRANSFERRING ELEVATIONS OR MEASUREMENIS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 ' DAYS ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO 1 OTHER 810 ITEMS IN THE PROPOSAL, AND NO FURIHER COMPENSATION WILL BE MADE, UNLESS A 810 ITEM FOR SURVEYING IS SPECIFICA LY LISTED 1N THE SCHFOULE OF ' PRICES. 1 SP 5 Revised 3/84 $_1.12 FIMLL ACCEPTANCE (KPLICEMENT SECTION) ' THE CONTRACTOR SWILL NOTIFY THE ENGINEER IN WRITING OF THZ COMPLETION OF THE NOW WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ' ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORT( SMALL BE MADE BY THE OWNER. ' 5-1,15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE SNAIL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN KRSON TO THE INDIVIDUAL, OR 10 A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO AN EXECUTIVE OFFICIAL IF THE OWNER IS A GOVERNMENTAL BODY, OR IF SENT BY REG15ILRED UNITED STALES MAIL TO THE BUSINESS ' ADDRESS SHOWN IN THE CONIRACI DOCUMENTS. 5-1 17 ERRORS AND MISSIONS (REPLACEMENT SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WOR(, BECOMES AWARE OF ANY ERRORS OR ' MISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSIRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL COND111M OF THE LOCALITY, HE SHALL IMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONIRACIOR`S RISK. SECTION 7 7-1.04 SANITATION (ADOITIONAL SECTIC',) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PA°XING, AND SANITATION FACILITIES SHALL BE CONSIDERED INCIDENTIAL TO THE PROJECT AND NO COMPENSATION SMALL BE NRDE. ' 7-1.07 LOAD LIMITS jREPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CMIRACIOH, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1%7 EDITION AND A)ENDMENIS THEREOF) IN REGARD 10 SITE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MAILRIAL THAT IS DELIVERED IN LXCESS OF THE ' LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. SP 6 Revised 3/84 ANY VIOLATION OF THESE REGULA INS 94ALL BE REPORTED TO THE AFFECTED LAW , ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THIS PROJECT, LISTING THE VEHIC..E NUMBER, LICENSE NUMBER, TARE WEIGHT, I.NO LICENSED LOAD LIMITS. 7-1.00 EMPLOYMENT OF STATE RESIDENTS (REPLACEMENT SECTION) , THE SECTION ON EMPLOYMENT OF STATE RESIDENTS IS DELETED IN ITS ENTIRETY. , Z-1 09 WAGES (REPLACEMENT SECTION) ' THIS CONTRACT 15 SUBJECT TO CWITER 39.12 RCW, AND AMENDMENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS ' AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MIN'L'M RATES OF WAGES AND FRINGE BENEFITS ARE SHOWN IN THE CONTRACT, WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER MA 83-5110. THE "ONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF 11 SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED ' HOURLY MINIMUM RAILS OF WAGES SHOWN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYEER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS , LISTED. 11 IS SPECIFICALLY UNDERSIDOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST ' BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FOR i OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. , THE CONIRACTO' SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE," A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPRD:IMATE MMBER OF WORKERS IN EACH CL.ASSIF1CAl ION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL , STATISTICIAN OF THE DEPARTMENT OF LABOR AMU INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNi NG PREVAILING WAGES MAY BE MHDE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT OF LABOR AN, INDUSTRIES AND BY THE U.S. SECRETARY OF LABOR, IF THERE IS A DIFFLRENCE Bc TWEEN THE TWO IN THE PREVAILING RATE OF WAGE FOR A SIMILAR CLASSIFICATION OF LABOR, THE CONTRACTOR SMALL PAY NOT LESS THAN THE , WAGE WHICH IS THE HIGHER OF T* TWO, SP 7 Revised 3/84 ' IF THE CONTRACTOR WAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES UETERMINED BY THE STATE DEPORTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SACK APPRENTICE EMPLOYEE. ' IF THE CONTRACTOR MAKES USE OF APPRENTICES GA .ROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U.S. SECRETARY OF LABOR, HE SMALL FRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE Of SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U.S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ' ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE AP°LICAuLE CONTRACT PROVISIONS. ' IF ANY DISPUTE ARISES AS TO "I ARE T4 PREVAILING RATES OF WAGES FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE ' CAmWj BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE WAITER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE LIMITED STATES SECRETARY OF LABOR MEN PREVAILING WAGES ESTABLISHED BY WI OFFICt ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINUING ON ALL PARTIES INVOLVED IN THE DISPUTE. t IF THE CONTRACIOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH MOW( IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPORTMENT OF LABOR AND INDUSTIIES. ON_F�OERAL-AID.PROJECTS T jL C(M+TRACTOR AND EACH SUBCONTRAC_ TQR SF✓9,FURNISH t WEKLY PAYROLL STATEpENT TO THE. Eg6INEER. IF MEEKLY STATEIC� ARE_ NOT Ui U7E_THRE CONTRACTOR SMA_L F�IR_NISH P CERTIFICATIOi. PR10R TO ,9&H VROGRESS -ESTIMATE PAYMENT. CONFIMIING TNAt PRE'.i.ILING WAGE RATES HRAVE BEEN PAID. If THE CONTRACTOR UTILIZES THE OCC(IPAIION CODE MEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE ' PROJECT, THE JURISDICTIONAL AREA INVOLVED S4ALL BE SHOWN IMMEDIATELY FOLLOWING THE RUPATION CODE NUMBER, I.E.: 10-0010 YAK.E. THE CONTRACTOR'S (ECOROS PERTAINING TO WAGES PAID AND PAYROLLS SNAIL BE OPEN 10 INSPECTION DR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE Of THE CDNIRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT .HE RECORDS OF SUCH SUBCONIRACTORS OR ' AGENTS STALL BE OPEN 10 INSPECTION AND AUDIT BY REHRESENIAI IVES OF THE CITY ON THE SAME TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT 1S TO BE JOM£NCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CCORACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN ' SUCH AUDIT 1S 10 BEGIN, SP 8 Revised 3/84 BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE , CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L 6 I NUMBER 700-29 ' WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES). UPON COMPLETION OF THIS CONTRACT, THE CITY KjT RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L i I NUMBER , 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY OF "RELEASE FOR THE PROTECTION OF PROPERTY , OWNERS AND GENERAL CONTRACTOR" (FORM L i I NUMBER 206083 THE STATE DEPARTMENT OF LABOR AND INDUSTRIES). THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.28.010 ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE OIEPARTME' T OF LABOR AND , INDUSTRIES. A FEE OF $12.O0 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WADES PAID" IS _REQUIRED TO ACCUPANY E?.CH FORM SUBMITTED TD THE DEPARTMENT OF LABOR AND INDUSTRI §. THW,..I;QN_TRACTOR IS ' RESPONSIBLE FOR PAYMENT OF THESE FEES AND SMALL MN(E ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR .AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE 010 ITEMS OF THIS CONTRACT. ' IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT 10 THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM rROVIDED BY , THE DEPARTMENT OF LABOR AND INDUSTRIES. OHESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED AC' LDING TO THE PROVISION OF RCM 60.28.010 ARE RELEASED TO THE CONTRACTOR. 7-1.1I1 SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT OF , AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND/DR WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNT PAID TO ' MINORITY BUSINESS ENTERPRISE ANO/OR WOMEN BUSINESS ENTERPRISE PARTICIPANTS. 7-II1J RECORDS AND REPORTS (REPLACEMENT SECTION) , THE CJNIRACT13R WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY , THE PUBLIC WOWS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FIRM 257 2. EACH JULY - STATF HIGHIWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DIALING THE ' PRECONSIRUCTION MEEIING. SP 9 Revised 3/84 AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SWILL BE EXECUTED BY THE BIDDER WITH HIS BID FAOPOSAL ON THIS PROJECT AND MACH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT ;pPORTLINITY REM"TIONS OF THE SECRETARY OF ' LABOR AS REVISED MAY 21, 1%8. THE FORK OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, STATING AS TO NETHER HE, HIS FIRM, ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTLRI'Y CLAUSE ANU IF SO. NETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. tFAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF THE BID. IF A CONTRACTOR TO WHOM AN AWARD IS ABOUT TO BE MADE, EXCEPT FOR LACK OF AN EQUAL. EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE, REFUSES OR FAILS TO PROMPTLY EXECUTE AND FURNISH THE REWIRED CERTIFICATE WITHIN 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC MARKS THAT SAME :S LACKING FROM HIS PROPOSAL. THE PROPOSAL GUARANTEE, IN FORM OF BOND, CKLI , OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TD THE CITY. i WHENEVER A CONTRACTOR REQUESTS PERMISSION -J SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SHALL OBTAIN THIS 1 CERTIFICATION FROM HIS PROPOSED SUBCUNIRAL70R AND FORWARD I1 TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERIIFICA71ON FORMS MAY BE OBTAINED FROM THE PROKCI ENGINEER ASSIGNED TO THIS PROJECT. 7-1.13 CONTRACTOR'S RESPONSIBILITY FOR WOW SREPLACE�ENT SECTION) THE WOW SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CAKE AND CPSRGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CLAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH WAY OCCUR ON OR 10 THE WORK DURING THE FULFILLMENT OF THE CONTRACT. IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR S,ALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO 00 SO, THE OWNER MAY ITSELF OR BY THE EMPLOYMENT OF SOME IIHER PERSON MAKE GO00 ANY SUCH LOSS OR DAMAGE, ART THE COST AND EXPENSE OF :,0 DOING SHALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FUR THE SAFETY OF HIS ANO HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMEN' AND THE METHOD OF PROSECUTING THE WON(. OURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH POR110NS OF THE WORK AS SHALL NOT BE OAKAGEO THEREBY. SP IQ Revised 3184 NO PORTION OF THE WW WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS By SPECIAL MEANS OR PRECAUTIONS ACCCPTABLE TO THE ENGINEER, THE CONTRACTOR SWALL BE ABLE TO OVERCOME THEM. 7-1.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) ' THE CONTRACTOR SMALL BE RESPONSIBLE FOR CONTROLLING OUST AND MAD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING i TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, 10 AVOID CREATING A NUISANCE. DUST AND MID CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO iNE PROJECT, AND NO COMPENSATION WILL BE MADE. FOR THIS SECTION. COMPLAINTS OF DUST, MID, OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE 10 PRIVATE i OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING WILL BE REQUIRED. WRITTEN NOTICE OF CORRECTION OF COMPLAINT ITEMS WILL BE CALLED FOR SHOULD REPETITIVE COMPLAINTS BE RECEIVED BY THE CITY. , 7_1.L6_ PROTECTION ANON RESTORATION OF PROPERTY (REPLACEMENT SECTION) t THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. CONTRACTOR SHALL LIMIT HIS OPERATION 10 THE AREAS OBTAINED AND SHAt.L NOT ' 1 RESPASS ON PRIVATE PROPERTY THE OWNER WAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WOWt UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS ION SUCH LANDS. THE , CONTRACTOR SHALL NOT UNREASONARLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MIAIERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO t.IABILITY 10 THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO `:DT 5;40WN OR DESCRIBED THAT NAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE DF WAT,RIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, Ok OTHER TEMPORARY NOW AS REOUIRtD BY HIS OPERATIONS. THE CONTRACTOR SMALL CONFINE HIS EQUIPEENI, S1JRAGE OF MATERIAL, AND OPERATION' HIS WORKERS t0 AROSE AREAS StDM.^.: AND OE SCRIBED AND SUCH A(.;,;iIONAI AREAS AS HE MAY PROVIDE. RESTORATION OF 9TRUCi1RE5 AIL SURFACES A. GENERAL. AIL CONSTRUCTION WORK UNDER THIS CONTRACT UN EASEMENTS, RIGHI-OF-NAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED 10 THE LIMITS OF SUCH EASEMENTS, RIGHI-Ur-WAY OR HRANCHISE. ALL WOW; SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMA; ANOUNI OF DAMAGE, 7HE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SMALL N9T BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR MORE THAN 48 HOURS. SP 11 Revised 3184 ' B. STRUCTURES. THE CONTRACTOR SHALL 4EMOVE SUCH EXISTING STRUCTURES AS !MY BE NECESSARY FOR THE PERFORMANCE OF THE WOW AHD, IF REQUIRED, SMALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. HE SHALL ALSD REPAIR ALL EXISTING STRUCTURES WHICH MY BE DAMGEED AS A RESULT OF THE WORK UNDER TM:.. CONTRACT. ' C. EASEMENTS - CULTIVATED AKAS AND OTHER SURFACE IMPk-,4%CNTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LPWNS, AND OTHER SURFACE IM ROVEWNTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SMALL BE RESTORED AS NEARLY AS ' POSSIBLE TO THEIR ORIGINAL CONDITION PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-MAY, Ink CONTRA[ ' SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRLX710N AREA AND STOCKPILE 17 1N SUCH A MAKER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION, ORNAMENTAL TREES AND SHRUBBERY SIAL.L BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN AS HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SWILL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT 17 IS NECESSARY TO TRENCH ' THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLEO. THE LAWN AREA SMALL BE CLEARED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL °QUIPMENT SIMILAR TO THE SMALL TR:CTOR-TYPE BACICHOES USED BY SIDE SEWER CONTRAC70RS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR R1GK7S-W-WAY WHICH HAVE LAWN AREAS. 1 ALL FENCES, MLA XERS, MAIL BOXES, OR OTHER TEMPORARY OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMEDIATELY REPLACED AFTER TRENCH IS BACKFILLED IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER ' AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-OF-WAY. ALL CONSTRUCTION WORD( UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-MAY OR ' FRANCHESE SMALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY OR HRANCHISE. ALL WORK SHALL. BE ACCOWLISHED 50 AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SNAIL NOT BE LEFT OPEN DURING WEEKENDS ' OR HOLIDAYS, AND TRENCHES SHALL NOT BE LEFT OPEN FOR MORE THAN 4B HOURS. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM ' DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UN(AFR THIS CONTRACT SMALL BE RES70RED TO ITS ORIGINAL CONDITION OR BETTER. THE .AIGINAL CONDITION SHALL DE F.SI A&ISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO t INSTRUCTION. ALL SUCH WORK SMALL BE DONE 10 THE SATISFACTION OF 1HE PROPERTY .dNERS AND THE ONRER AT THE EXPENSE OF THE CONTRACTOR. D. STKUTT . THE CONTRACTOR WILL ASSUME AIL RESPONSIBILITY OF RE.SIURAI LON OF 1 tTHE SURFACE OF ALL SIHREETS (TRAVELLED MAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TO MIKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL RAKE 14E NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. ' SP 12 Revise[ 3/54 7-1.17 UTILITIES AND cNrn M FACILITIES (ADDITIONAL SECTIONS) LOCATION AND DIMENSI0N5 SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND , MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. R IT SMALL BE THE CONTRACTOR'S RESPONS13ILlTY TO CONTACT ALL PUBLIC AND PRIVATE t COMPANIES HIVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF RENTON WATER, STORM DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL UNDERGROUND UTILITIES ARE NOT A PART OF THE "ONE CALL" SYSTEM AND 'UST BE CONTACTED SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS. IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING , SURFACE DRAINAGE, SEWERS, UNDERORAIN1S, COMMIT, UTILITIES, SIMILAR UNF-RfROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONIRACTOR SHALL, AT MIS OWN EXPENSE, REPAIR ALL CAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SPII5FACTION OF IN£ CITY; EXCEPT FOR CITY OWNED FACILITIES 041CH WILL BE , REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, AR BY TIE CONTRACTOR AS DIRECTED BY THE CITY. 7-1.18 PUBLIC LIABILITY AND PROPERTY DANNGE (REPLACEMENT SEC IONS ' THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL. BE AS FOLLOWS; t THE AMOUNT OF COVERAGE SHALL BE NOT LESS THAN A SINGE LIMIT OF $500,O00 FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCUREW1. IN ADDITION, ' AN UNBREI.LA INSURANCE COVERAGE OF NOT LESS THAN $5,000.DOO SHALL BE PROVIDED, WITH THE OWNER AND FNGINEER THE NASD INSUREDS, THIS LIMIT SMALL APPLY TO COMPREHENSIVE GENERAL LIABILITY INSURANCE AND VEHICLE LIABILITY INSURANCE. THE CONTRACTOR SHALL FURNISH THE CITY WITH SA7ISFACTORY PROOF OF CARRIAGE OF THE INSURANCE REQUIRED. 7=-L.MA_ %4ERAL SAFETY REQUIREMENTS (ADDITIONAL SECTIONN) THE Cn"l MA.,TOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA, BR MAIL, PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL LGCAL POLICE, TRANSIT, AND FIRE DEPARIMENTS BY MAIL PRIOR TO CONSTRUCTION. NAMES AND 00aN SSES WILL BE FURNISHED BY T.£ OWNER. THE CONTRACTOR SHALL FURTHER NOTIFY EAL.l O CUPANCY IN PERSON .A MINIMUM OF THREE DAYS FRIOR TO CONSTRUCTION IN FRO41 OF EACH PROPERTY. SP L Revised 3/64 t i i7-1 23C FLAGEN BARRICADES AM SI(M (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," PUBLISHED BY THE U.S. DEPARTMENT iOF TRANSPORTATION. COPIES NAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U.S. GOVERMENT PRINTING OFFICE, WASHINGTON O.C. 20402. THE CONTRACTOR SWILL IMPLEMENT THE i TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT FLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS 1S IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY i SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REWIRED FUR THE PROJECT, AND SUBMIT IT TL THE ENGINFER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND; BARR:...ADES WILL BE RECUIRED. iTHE STRIPING OF NO PASSING ZONES THAT ARE TO BE DBLIIERATED IN EXCESS OF 150 FEET BY PAVING OPERATIONS SHALL BE REPLACED BY "DO NOT PASS" AND "PASS WITH CARE" SIGNS, THE SIGNS SWILL BE LOCATED NOT LESS THAN 2 FEET OUTSIDE THE i USABLE SHOULDER NOR LESS THAN 7 FEET ABOVE THE EDGE OF PAVEMENT. UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL PROVIDE POSTS AND BE MAINTAINED BY THE CDNTRAC�OR UNTIL CONSTRUCTION OPERATIONS ARE i COMPLETE. WHEN THE PROJECT INCLUDFS STRIPING BY THE CONTRACTOR, THE SIGNS AND POSTS SHALL BE REMOVED BY HIM WHEN THE NO PASSING ZONES ARE RE-ESTABLISHED BY STRIPING. THE SIGNS SHALL BE RETURNED TO THE CITY AND THE POSTS WILL BECOME THE PROPERTY OF THE CONTRACTOR FOR HIS DISPOSAL. WHEN THE CONIRACTOR 15 NOT i RESPONSIBLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECOME THE PROPERTY OF THE CITY AND WILL BE REMOVED BY CITY FORCES WHEN THE NO PASSING ZONES ARE RE ESTABLISHED BY STRIPING. iTHE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN, AND EAWIPMENI, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN i ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE i THE CONTRACTOR. WORK SHALL BE RLSTRUCTUREO, THE ORDER OF WOG( MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION i NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE. iALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. TRAFFIC MOVEMENT SHALL BE HEREIN DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. DURING ALL PHASES OF CONSIRUCTION, TRAFFIC MOVEMENT SHALL i BE MAINTAINED AS NEAR AS POSSIBLE. REASONABLE ACCESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PRUPERTIES OUTSIDE OF THE RIGHT-OF-WAY LINE. ALL ROADS WILL BE OPrN 10 TRAFFIC DURING PEAT( TRAFFIC PERIODS, 6:30 TO 6:30 A.M, AND i3:30 TO 5:00 P,M. iSP 14 Revised )/84 1 NO WORK SMALL BE DONE ON OR ADJACENT THE ROADWAY UNTIL ALL NECESSARY SIGNS AND ' TRAFFIC CONTROL DEVISES ARE IN PLACE. THE COST OF FURNISHING AND PLACING ALL CONSTRUCTION AND IDENTIFICATION SIGNS ' SMALL BE INCIDENTAL TO THE PROJECT A4D NO COMPENSATION WILL BE W10E. 7-1.23E OUST CONTROL (ADDITIONAL SECTION) , THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH ' A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECf SSARY, TO ALLEVIATE OUST NUISANCE OR AS DIRECTED BY THE CITY. ' 7-1.24 RIGHT' OF WAY (AOCITIONAL SECTION) ' THE CITY SHALL. OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PRDPERTY AND PAY ALL COSTS ' OF THE SAE. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL KRFGRM ALL WORK ON PRIVATE PROPERTY IN STRICT COW' IANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT-OF-ACCESS C3CUENTS. , 7-1.28 EMPLOYMENT OPENINGS (REPLACEMENT SECTION) , ENTIRE SECTION OF STANDARD SPECIFICATIONS ON EMPLOYMENT OPENINGS IS DELETED. 1 SECTION 8 8-1.03 PROGRESS SCHEDULE (REPLACEMENT .ACTION) IMEDIAILLY AFTER EXECUTION AND DELIVERY OF THE CONTRACT AND BEFORE THE FIRST , PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER -0 THE ENGINEER, AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SAT'-':.C-..AY TO THE ENGINEER, , SHOWING THE PROPOSED DATES OF COMENCEWNT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL , ALSO FURNISH PERIODIC 1TEM17ED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COSTS EMPLOYED IN WAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND t WILL NOT BE CONSIDERED AS FIXING A BASIS FUR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SP 15 Revised 3/84 1 SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MWY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAE FORM AS SPECIFIED 1 HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT NOW, ETC., BY WHICH IIME LOSS WILL BE MADE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SEGUED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND 10 CONFLICT WITH THE CONTRACT PROVISIONS, 17 SHALL, LM REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN ' COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MYLOE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WOW ACCODING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, IS HEREBY kADE AN OBLIGATION OF THE CONTRACT. ' PRE-CONSTRUCTION CONtERQU (ADDITIONAL SECTION) ' PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTOR, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFEREWK , WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF TIME CORN ACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE, AND DATE TO BE ESTABLISHED AT THE PR£-CONSIRUCTION CONFERENCE. ' 6-1. 04 NOTICE TO PROCEED AND PROSECUTION OF WOW (ADDITIONAL SECTIONh) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COtENCING WOW(. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO THE POLICE AND FIRE AUTHORITIES AND THE SCHOOL DISTRICT WHEN WOWING WITHIN A ROADWAY RIGHT-OF-WAY, THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT 70 THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED 711E OF ACCESS CLOSURE TO THEIR PROPERTY. ' 8-1.05 TIME OF COW IEUOP (ADDITIONAL SECTION) THE CONTRACTOR IS EXPECTEO 70 DILIGENTLY PROSECUTE THE WOW( TO COMPLETION IN ALL PARTS AND REQUIREMENTS. THE (PROJECT SHALL BE COMPLETED WITHIN THE TIME ' NOTED IN THE CALL FOR BIDS. SP 16 Revised 3164 PROVIDED, MEYER, THAT IME CITY COUNCIL SHALL HAVE THE RIGHT UPON REQUEST OF ' THE PUBLIC WORKS DEPARTMENT, CITY DA RENTON, WASHINGTON. TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SWILL BE VALID LOLESS THE SATE BE IN WRITING AND ACC 'ANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SUETY , ON THE BOND OF THE CONTRACTOR. 71K LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION Of TIME FOR THE COMPLETION OF THE WORK, AND SWILL NOT RELEASE THE ' CONTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE 10 COMPLETE THE WORK WITHIN THE TIME REWIRED. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOH`. NEW YEAR'S DAY, LINCOLN'$ BIRTHDAY, , WASHINGTON'S BIRTHDAY, MEMORIAL DAY, 3JLY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS EYE AND >RISTMAS DAY. THE DA`: BEFORE CHRISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES MEN CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE DAY AF1ER CHRISTMAS SHALT. BE A HOLIDAY FOR CITY EMPLOYEES MEN CHRISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THIURSDAY. MEN CHRISTMAS DAY OCCURS ON A SATURDAY, THE TWO PROCEEDING WORKING DAYS SHALL ' BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNDAY, THE TWO WOWING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. ALL REFERENCES 10 RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE ' DELETED AND VOID. 0-1.09 LIQUIDATED q"GEES (ADDITIONAL SECTION) 1 THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO. DAMAGES FROM , COSTS FOR INSPEC110N, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TD ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. 0-1.11 OVERTIME WOW BY OWNER EMPLOYEES (REPLACEMENT SECTION) t WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR $Mtn REIMBURSE THE CITY Al THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SO_E AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NO11FY THE CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 8-1.12 CONTRACTOR'S PLANT AND EQUIPMENT (REPLACEMENT SECTION) ' THE CONTRA('1OR ALONE SHALL AT ALL TIMES HE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUICONINACIOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THE CONIRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORX ON THE SITE OF THE WORK. ' SP 17 Revised 3184 t THE USE OF SUCH PUW1 AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WOW AND PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE V THE NOW BY THE ENGINEER AND THE OMRER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMAN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND EON THE PROTECTION OF IRE SITE AND HIS PLANT AND EQUIPMENT, THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. 6-1.13 ATTENTION TO WORK (RiPLACEMENT SECTION) ' THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE END THAI IT SHALL BE PROSECURED FAITHFULLY, MID WHEN HE IS NOT PERSOHAL.LY PRF�ENT ON THE WOW, HE SHALL ,.T ALL R-ASONABLE TIMES TO REPRESENTZO BY A COMPETENT SUPERINTENDENT WHJ SHALL WAYS FULL AUTHORITY TO EXECUTE THE SHE, AND TO SUPPLY MATERIALS, IDOLS, AND LANOR WITHOUT DELAY, AND WHO SHAM L BE 14.. LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. 1 SECTION 9 9-1.01 MEASUREMENT OF QUANTITIES (AODIT IONAI SECTIONS ' ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT MUST BE RECEIVED BY IRE ENGINEER AT THE TIME OF DELIVERY. NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF DELIVERY ' OF MATERIAL. A. BY TRUCK 1 PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, AND INSPECIOR'S INITIALS. SCALE CERIIFICAi TON SHALL M SUBM11TLO AS EARLY 1N THE PROJECT A POSSIBLE. ' EACH WEIGHT STATION SHALL MAINTAIN A RECORD Of THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MAiERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TP• 411TED DAILY TO THE CITY RY THE SCALE AIIENOANT. IN ISOLATED CASES 1. SCALE WEIGHT IS NOT AVAILABA_E, THE INSPECTOR SHALL MEASURE THE IRUICK VOLUME AND CERTIFY AS 10 ITS FULL LOAD DELIVERY. t SP 18 Revlse0 3/84 B. BY OTHER MEANS , METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROU.;HT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY C ITRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT, 9-1.03 SCOPE OF PAYMENT MVIONAL RCTION t ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, IIR MATERIALS, IMP ')DING ' INSTALLATIONS, MDT IDENTIFIED AS 8I0 ITEMS IN THESE SPECIFICATIONS SMALL BE INCIDENTAL TO THE PROJECT. NO S;,PARATE PAYMENT OF ANY KING WILL BE WIDE FOR THESE INCIDENTAL ITEMS. 9-1.D98 OWNER'S RI.W TO WITMFW CERTAIN AMOUNTS (ADDITIONAL SECTION) PARTIAL PAYMENTS ON ESTIK47ES MAY BE WITNELD UNTIL A WORK PROGRESS SCHEDULE, AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS ' OR SPECIFICATIONS, THE CITY WAY HAVE THE OPTION TO ACCEP' SUCH MATERIAL OR WORKMANSHIP IF THE OIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE -CITY WAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. ■ a t 1 SP 19 Revlsed 3/8, TECHNICAL PROVISIONS e S-332 Cont. 4 of 4 ROLLING HILLS SEWER TRUNK ROAD REPAIR TECHNICAL PROVISIONS MOBILIZATION This bid Item shall provide compensation for costs incurred by the Cortractu- for moving equipment to the job site, securing suitable storage areas, providing a field office, If desired, providing sanitary facilities for the workmen, rotating equipment during the project, and removing all equipment and facilities from the project area upon completion. The lump sum for mobilization shall be full compensation for all labor and equipment, and all other costs necessary for the Contractor to perform mobilization as specified. Partial payment for this Item will be pa only when the owner determines that sufficient progress of the project warrants such payment. SOIL AND/OR SURSURFACE CONDITIONS The bidder shall make his own decisions and conclusions as to the nature of the materials to be excavated, the difficulties of making and maintaining required excavations, the difficulties which may arise from subsurface conditions, and if doing any other work affected by the subsurface conditions and shall accept full responsibility. Extra compensation will not be made for the adverse conditions that may be encountered. REMOVAL OF PRIVATE PROP RTI S Removal and replacement of private properties shall be assigned as the Contractor's responsibility to restore private properties to property owner's satisfaction. This is not to be considered as new replacement, but only restoration of existing facilities, in case of damage by contractor or restoration caused by necessity of remove: . Such removal and replacement shall be considered Incidental to the project and no compensation will be made. REChANICAL TAMPING Mechanical tamping shall consist of hand-operated mechanical or pneumatic tempers as outlined in Section 15-2.OIA of the Standard Specifications and shall be required where called for In these specifications, on the plats, and where directed by the Owner . Mechanical tamping shall be considered as Incidental to the construction and all cost thereof shall be Included by the Contractor in other pay Items within this contract. No further compensation shall be made. TECHNICAL PROVISIONS (C^NT ) WATER Water shall be acquired and placed In strict compliance with Section 16 of the Standard Specifications. Water shall be considered Incidental to the project and no further compensation shall be made. CjWSucn SURFACING COURSE ( I-�/4") (-). Crushed surfacing course, 1-1/4") l-) shall meet the requirements as outlined In Section 23 of the Standard Specifications . The Contractor shall select the source, but the source and quality shall be approved by the Owner. If deemed necessary by the Engireer, (5/8" (-) will be substitued for the ( 1-1/4") l-) at the some bid price. The price per ton of crushed surfacing shall be full compensation for all Incidental costs necessary for furnishing and placing crushed surfacing, ( 1-14/") 1-) , ASPHALT CONCRETE CLASS "(- Asphalt Concrete Class "R" (AR-4000) shall be In accordance with Section 34 of the Standard Specifications except as herein modified. Specification Desionatlon Al-4000 Absolute Viscosity 4 1400 F . Poise 3000 - 5000 Kinematic Viscosity 0 2750 F. CS. M 275 Penetration at 770 F . , 100 g/5 Sec ., Min . 25 Test on Original_ Aspha(t Flashpoint, Pensky-Martens, Deg. F . , Min. 440 Solubility In Trichlorethylene % Min. 99 Installation shall be any method determined by Contractor as adequate to place asphalt concrete and compacted to withstand loads Imposed by vehicular traffic prosent. Carr shall be taken to Insure free vehicular movement as much as Is possible when restoring existing asphalt roadway, and to prevent undue roadway settlement after Contractor has completed contract. STORM DRAIN PIPE Storm drain pipe shall be either concrete pipe or helical corrugated metal pipe (C.M.P.) , galvanized steel with Type I coating, aluminum alloy or PVC. �CNNICAL PRQYISIDNS (Cant_) CANCRUF PIPE FITTINGS Concrete pipe shall be furnished and Installed in accordance with Section 60, 61 , and 65 of the Standard Specifications except as modified herein . Non-relnforced concrete pipe shall conform to A.S.T.M. designation C-1/X, Table li (extra strength) except as otherwise provided. Joints shall be manufactured for use of Brant rubber gaskets or equal . Reinforced concrete pipe shall conform to A.S.T.M. designation C-76, Class 11 , except as otherwise provided. Joints shall be manufactured for use of Brant rubber gaskets or equal . Fittings shall be of the same material and class as the pipe. Six (6) inche, of bedding material shall be required under all sewer pipe. Seddlr.3 materlal shall be Class "S" as described under "Gravel for Pipe Bedding", these Technical Provisions. section 61-3.05 shall Include the following: The hand-placed backfill around the pipe and to a point six Inche above the crown shall be foot-tamped until It Is unylelding. The remaining backfill , whether native material , or select backfill , shall be mechanically tamped with hand-operated mechanical or pneumatic tampers. All excavation, placing of pipe, and backfilling shall be done in accordance with State of Washington Safety Standards for Construction Work , Part C. of the latest edition . The unit price per linepr foot shall constitute complete compensation for all labor, material , fittings, tools, and equipment necessary for Its complete Installation; Including excavation, placing of pipe, backfiiii! g, and mechanical tamping of the backfill material to 95% density. No further compensation will be made. CORRLGATrDAFTAL PIPE (C.M.P.) Corrugated retal pipe shall conform to Section 60 of the Standard Specifications. 24" CMP arc larger shall be minimum 12 gauge. 15" CMP and smaller shall be minlmun IA gauge. Corrugated steel pipe shall have a minimum treatment I protective coating. Fittings shall be of the same material and class as the corrugated metal pipe. Depth of bedding material for non-perforated CMP shall conform to Standard Plan 162, Class "B" of the Standard Specifications. Bedding material shall be the same material as described In these technical provisions. Tf CHNIrAL pRO VI SIDN— � 1:DRR i4 ATfn ur P I PF r .) p leMs�.g for perforated CMP shall be In accordance with the detail on the The unit bid price per linear foot shall constltua complete comp_nsation "or all labor, macaw le 1 , fittings, tools, and equipment necessary for C ipe Installation, incluOIng excavation, placing pipe, 6acktilling compaction , and FILTER FARRRlr. Filter fabric shall conform to "silrafl" 140 N. or l sh approved equal end al De Installed In strict conformance with the plans and these specif tcatlons. The cost for furn 'shing and installing filer fabric shall be considered incidental to the perforated storm drain pipe and no further compensatior. w 111 be matle. I,y X� Q. STORM DRAIN PIPF P•V•C. sewer pipe shall conform to A.S.T.M. 03033 or D3034 except as A.-I.T.R. D18691ded. Rubber gaskets for P,V.C, pipe shall conform to Flttines shall be of the same material and class as the pipe. P•V,C. Pipe shall be furnished and installed In eccoreance with Sections 6C and 61 of the Standard Specifications except as modified heraln. Six inches of bedding material , pea gravel , shall these tech Sew pipe,n Bedding material shall be the be required under all ic a l provisions. same material as described in Section 61-3,0e shall Include the following; The hand-placed bedding around the Pipe and to a Point slx-inches above the crown shall be footatamped until it is unyielding, Th Imalning backfill shell be mecnen lcalty it with h4nd-operated s._.nan teal or pneumatic tampers, to 95% density, CAT w nASIN[ INif TS Typ the Stndard S p I catch ba ac if catlsins tshalons.l contcrm to Section 64 and Standard Plan 052 of the a of Standard Pthe V-C curb I Specs Scat Ions.conform to Section 64 and Standard Plan 059 TECHNICAL PROVISIONS ( ONT ) CATCF BAs11S_ iwirTC Frames and grates shall conform to Section 64 of the Standard Specifications. crames and grate; shall be in conformance with Standard Plan too as modified herein. . Both frames and grates shall be N+ctlle Iron. A minimum of one course of 8' ride brick shall be placed under the frame for adjustment. The unit bid price per each catch basin and Inlet shall t, full Compensation for al ' let r, equipment, and materials, art-. all Incidental costs necessary for furnishing and placing catch basins and Inlets as spec if l ad. CONSTRUCTION STAKl%I Section 51 .05 of the Standard Specifications Is hereby deleted and the following submitted: The Contractor shall be responsible for securing the services of a Professional Land Surveyor who shall provide all survey staking needed in conjunction with the project. This staking shall consist of, but not be limited to: Roadway Centerline Slope Staking Grading and Paving Storm Drain System Plus all other staking needed to construct the improvements. The Contractor shall assume full responsibility for the accuracy of the staking and replacamert or restaking, If needed. The City will provide the Contractor with the horizontal and vertical contra needed to perform the construction staking . The Surveyor will also be required to provide a copy of his notes which reflect as-constructed Informatlon on Inverts and all changes in line or grade. The Lump Sum unit price for Contstruction Staking will be fnll compensation for all surveying needed to construct the Improvements to line ane grade per the approved plans. Partial payments for this Item will be made In connection with the monthly pay estimates based upon work completed as determined by the Engineer . FINISHING AND Q FAN- iP Finishing and clean-up shall be performed In sirlr compliance with Section 4.08, 57 and 68 of Standard Specifications. Payments will be made for this work, the finishing and clean up will be conslderad Incidental to the project. TECHNICAL PROVISIONS (Cont .) TESTING OF MATERIALS The Contractor shall provide test samples and results from a testing laboratory approved by the Director of Engineering of materials used on this project as follows: One ( 1 ) sample for each 10 of the estimated total quantity of eachh item, as directed by the Engineer . Tne cost incurred for test samples and laboratory analysis shell be considered as Incidental to the project and no further corpensation will be made. CHAIN LINK FENCE AND GATFS - Q&,Aral 'his work shall include but not be limited to the installation of chalnlink fencing with ife related concrete footings. Height of all fencing to be 4 feet above grade. Bottom of fabric to be approximately I Inch above ground. Al - material used In the cnn.struction of chain link fence and gate shall be new . Iron or steel material shall be galvanized except as hereinafter provided. Imperfectly galvanized material , or material upon which serious abrasions of galvanizing occur, will not be acceptable. All accessories shall be free of sharp edges. All welded members to be galvanized after welding In single piece. All posts, braces and Sate frames shall be hat-dipped galvanized. They shall have a minimum average of 1 .8 or. zinc coating per square foot of surface area, with no Individual test below 1 .6 oz . zinc coating par square foot of surface area. In the case of members made from pipe, this area Is defined as the total area Inside and outside. A Sample for computing the average of weight of coating Is defined as a 12 Inch piece cut from each and of the galvanized member . Fittings, attarhments and har„ware shall be galvanized In accordance with the requirements of ASTM Designation A 153. Other materials shall be galvanized as specified hereinafter. All fence materials shall be manufactured In the United States. Fad All chain ilnk fabric shall consist of commercial quality steel wire woven Into an approximate 2 Inch uniform diamond mesh. The fabric shall be 9 gauge wire (0. 148 Inch diameter ) , 41 0" height, knuckled selvage on top and bottom. The fabric shall be hot-dipped galvanized otter . End Posts Posts shall be 2-7/8 Inches O.D. and weigh not less then 5.79 lbs. per lineal foot. TFQHNICAl PROYjjlQNS iConl .i. Posts Posts shall be 2-3/8 Inches O.D., Schedule 40 or match existlny posts. To" Rail Top rall shot ' pass through the tops of the line pests forming a continuous brace from end to end of thw complete stretch of fence. Lengths of tubular top rail shall be Joined by sleeve couplings. Top rails shall be securely fastened to posts by press steel fittings. Couplinr,s for tubular top rail shall be outside sleeve 'ype and at least 7" lone. Zinc y"tad Steel Fiftinas Miscellaneous steel fittings and hardware shall be of commercial grade steel or better quality, wrought or cast as appropriate to the article, and sufficient in strength, and other properties, to provlle a balanced design when wed In conjunction with fabric, posts, and wires of the qualities specified herein . The weight of zinc coating on below listed steel fittings shall be 1 .2 ounces per square loot. CARS P11 posts for chain link fence shall be fitted with an approved galvanized pressed steel or a.iminum cap on each post. Tendon Bars Hot-dipped galvanized steel bars shall be not less than 3/16" x 3/4" and equivalent to fabric height. Bars are to be threaded through fabric and attached to posts by means of tensicn bands spaced net to exceed 14 Inches. One bar shall provide for each end post. Hot-Dlp„pad Galvanized Steel TgnsIQl' Hands Hot-dipped galvanized steel tension bands shall be proved with tension bars at oath end post. These bands shall be of flat steel 1/8" x 3/4". Spacing on post shall be at no more than 14" intervals. Rrace Rands Galvanized steel brace bands shall be provided where top rail or bracing Is required. TLes._or Clios Ties or clips shall be provided for attaching chain link fabric to line posts at Intervals of not more than 14 inches. Ties may be of steel ii gauge (galvanized) or aluminum 9 gauge. TECHNICAL PROVISIONS (Cont .) Tonslon Wires This relaforcing wire =hall be 17 gauge ccll spring wire and shall havt, a zinc coating of not less than 0.80 ounces per square foot. Galvanized 9 gauge hog rings shall be provided for attaching tension wire to fabric at intervals not exceeding 14 Inches. Tension wire Is required along bottom of fabric. Installation Standards Line posts shall be spaced at not more than 10 foot Intervals , plumbed, In line and placed in a vertical position. All posts to be set In concrete. Tubular posts to be provided with cap. Fabric to be attached to line posts with 11 gauge galvanized steel or 9 gauge aluminum ties spaced at not more than 14 Inch Intervals . Terminal and end posts shall be plumbed In a vertical position. All posts to be set in concrete. Tension bands and bars to be provided at each terminal , and two bands and bars for pull and corner posts. Bands spaced on posts at intervals of not more than 14 Inches. A corner post Is required when line of fence direction changes 30 degrees or more. Posts are used to facilitate stretching in long runs of fence and abrupt changes In grade line. Post Setting ( line, End Posts) Diameter Depth Post Height of Haig of Hole Embedment. of Fabric FOd 10" 38" 36" 0' Line to" 38" 36" 8' Terminal Note: Where rock conditions exist, post setting to be determined by City Inspector . Concrete to be 2,000 PSI , 5 sack mix, and crown all posts to shed water . Fabric to be stretched tight, , iroximately 1 to 2 Inches above the ground, from terminal posts and shall be fastened on to the side of : Inc posts by ties spaced at Intervals of not more than 14 inches and 14 Inches for top rait . The fabric shall be cut and fastened to each terminal post independently by tension bar with bands. The tension wire shall be fastened by means of hog rings spaced approximately 14 Inches apart . Fabric rolls to be Joined by a single strand of fabric woven In to form a continuous fence line. Fabrication and Installation of materials furnished and Installed under these specifications shall be first class and show careful , finished workmanship In all respects. TECHNICAL PROVISIONS (Cont.) MEASUREMENT AND PAY.MENi Chain Link Fence The unit ble price per I near foot shalt constitute complete compensation for all labor, materials, fittings, tools ar, equipment for complete Installation of the chain link fence as spectfle-'. Clearing shall be considered Incidental to fence installation. ROADWAY CLEARING A GRUBBING The sewer access ron0 _,e � l Lt ^la-re: no yrrbb t w w r : n the access road pe ement, r. ,el s rfeclag, .1 ah e4 • I p" ', - gablon work. Ornamental and danger if yesstall be removed within the we rk IIm,ts. No burning shall be allowed. MEASUREMENT d PAYMENT The clearing and grubbing will be paid or. a lump sum basis No seperate payment w ll be made for clearing and grubbing of ornament-.1 and danger trees, and are Incider at to the Roadway Clearing and Grubbing unit price. ROADWAY GRACING Roadway excavation, sloping, ditcnes, tilli.,g and embankment and all street and drainage excavations shall be included In the Item for "Roadway Cradiny .w MEASUREMENT d PAYMENT Roadway Grading will be measured by the linear foot of survey lire. Imported pit and run gravel , crushed rock surfacing and rip rap will be paved for sep er ate Iy. The unrt contract price for roadway grading shall befuli compensation for all excavation, sloping, ditching, filling embankment, compaction of subgrade, unsuitable material removal and disposal , borrow and haul . GALLM Gauicns shall be In accordance with WSPOT Standard Specification Section 9-27 Typo 1 . GASION CRIBBING AND GABION REVETMENT WIRE Wire used in the body of the mesh shall be not less than 11 gauge and selvedge wire used through a ' 1 the edges (perimeter wire) shall be not less than 9 gauge. All wire shall equal or exceed Federal Specification QQ-W-161 (AISI numbers 1010 and 1015) , finish 5; medlum hardness and tensile strength; Class 3 coating. Samples for testing shall Include at least I sample of each component of the mesh . TECHNICAL PROVISIONS (CONT.) MIRE When PVC coated gablons are specified, wire used in the bccy of the mesh shall be not less than 12 gauge and selvedge wire used through all edges (perimeter wire) shall be not less than 10 gauge. Stainless steel fasteners for use with Type 2 gablons shall be fabricated of 10 gauge 431 stainless steel . The fasteners shall be capable 0 sustaining a load of 610 pounds without opening when tested In tension. The hardness of the steel shall bt such that the clips can be opener 10 1/4 Itch without permanent deformation. Lacing wire or clips shall be supplied In suff 'clent quanity for seruring and fastening all edges of the gabion baskets and diaphragms, for fastening adiacent gablon baskets together, and t� provide cross connecting wires in each cell as hereinafter spec ' fled. Lacing wire Is to meet Me same spe_Ifications as wire used In he mesh except that It shall be i3 gauge. MESH OPENINGS Openings of the mesh shall be approximately 4 Inches in the longest dimension. NON-RAYELIJQ. CONSTRUCTION The wire mesh Is to be fabricated in such a manner as to be non-raveling. This is defined as the ability to resist pulling apart at any of 'he connections forming the mesh when a single strand in a section cf mesh is cut, as hereafter specified. DIMENSIONS Gablon baskets Type I , 2, or revetment shall be supplied as specified In various lengths and heights. The 1-3ths shall be multiples (2,3 or more) of the ho. izontal width. The norizontal width shall be not less than 24 inches or more than 48 Inches. However , all gabion baskets furnished by a manufacturer shall be of uniform width. The detailed dimensions of the gablons and revetments shown in the plans are multiples of feet . If the Contractor elects to use gabion baskets that are fabricated with dimensions In multiples of the metric system, he shall prepare and submit alternate gabion design details to the Engineer for approval before beginning confruction of the gablons. FABRICATION Cablons shall be fabricated In such a manner that the sides, ends, lid, and diaphragms can be assembled at the construction site Into rectangular baskets of the required sizes . Common wall construction, wherein the top of a basket may also serve as the bottom of the next higher basket or where one wall may serve adjacent baskets, will be permitted for revetments and for gablon structures 12 feet In height or less. All other gabion baskets shall have Independent sides, top, and bottom. TECHNICAL PROVISIONS (CONT.) FABRICATION Where the length of the gabion exceeds Its horizontal width, the gablon Is to be equally divided by diaphragms, of the same mesh and gage as the body of the gablons. Into calls the same length as the horizontal width. All perimeter edges Including diaphragm edges are to be securely clipped, selvedged, or bound so that the Joints formed by tying the selvedges have approximately the same strength as the body of the mesh. Stainless steel fasteners for use with Type 2 gablons shall be fabricated of 10 gauge 431 stainless s?eel . The fasteners shall be capable of sustaining a load of 600 pounds without opening when tested In far, on. The hardness of the steel shall be such that the clips can be ope� to li4 Inch wI+hout Permanent do crmat Ion. Gabions shall be filled with rip-rap-light and loose except size range is 4" to 8" minimum to maximum size. GABION-MEASUREMENT AND PAYMENT Gablon will be measured by the each for a two cell gablons approximately 31 x 31 x 69 . Cther size units gablons will be paid as multiples or fractions at the standard two cell unit . Wire mesh gablons, Internal and dosore wire ties, Installation, rock infill , excavation, sloping, ditch!ng any temporary cribbing, embankment, compaction subgrades, or suitable material removal and disposal shall be Included In the unit contract price for gablons. Backfill behind the gablons, If using Imported pit run gravel will be paid for seperately. Use of native material for back fill as directed by the Engineer will be considered Incidental to the gablon unit price. R IPRAP Riprap shall In accordance with NOCT Standard Specifications 8-15 and 9-13. OESCRIPT ION This work shall consist of furnishing and placing rip-rap protection of the type specified at the locations and In reasonably close conformity with the lines and dimensions shown In the plans or established by the Engineer. Pip-rap will be classified as heavy loose rip-rap, light loose rip-rap, hand placed rlp-rap, sack rip-rap, and concrete slab rlp-rap. TECHNICAL PROVISIONS (CONT.) MATERIALS Materials shall meet the requirements of the following Sections of the U.S. Dot Standard Specifications: Heavy Loose Riprap ........I. .... . . .. . ... . . . . . . . . .. . . . Light Loose Riprap . ... . . ... .... ..... ........... . . ... . 9-13. 1 (2) Hand °laced Rlprap . . . . . . . .... ... . . .. . ................ 9-13.2 Sack Plprab 9-1'_ .3 Slab Plprap . . . . . . . . . . . .. . . . . .. . .. . 9-13.a Filter Blanket (shall meet the gradation requirements for Ballast) . . . . . . . . . . . . .. ... . . . . . . . ..... .. ....... .. Gravel Backflii for Drains 9-03. 12(4) LOOSE RIPRAP The stone for loose riprap shall be hard, sound, and durable. It shall be free from segregation, seams, cracks, and other defects fensiny to destroy Its resistance to weather . Spalls are defined as broker rock in sizes ranging from 3-Inch to 1/3 cubic foot. Loose riprap shall be free of rock fines, soil , or other extraneous meterlal . Should the r?prep contain Insufficient spells within the definition and grade+l on requirements Iisted above, fbe Contractor shall furnish and place, as directed by the Engineer, supplemertary spall material from a source approved by the Engineer , at the Contractor 's expense. The grading of the riprap shall be determined by the Engineer by visual Inspection of the toad before It is dumped Into place, or, If so ordered by the Engineer, by dumping Irdividual loads on a flat surface and sorting and measuring the individual rcrks contained in the load. Loose riprap shall be placed in such a manner that all rotatively large stones shall be essentially In contact with each other, and all voids tilled with the finer materials so as to provide a well graded compact mass. The stone shall be dumped on the slope In such a manner as will ensure the rlprop coming to Its specified thickness in one operation. When dumping or placing, care shall be used so as not to d'sturb the underlying material . Ptaing In layers parallel to the slope will lot be permitted. A 12 Inch tolerance for loose riprap will be allowed from slope plane and grade line in the finished surface. HAND PLACED RIPRAP The stones shall be told by hand on prepared slopes to such thickness as may be ordered by the Engineer. The riprap shall be started at the toe of the embankment by digging a trench and placing a course of the largest stones therein. Each stone shall be placed that It shall rest on the slope of the embankment and not wholly on the stone below, and It shall be thoroughly tamped or driven Into place. The exposed face of all hand placed riprap shall be made as smooth as the shape and size of the stones *Ili permit and shall not vary more than 3 Inches from a plane surface on the requlred slope. TECHNICAL PROVISIONS MEASUREMENT d PAYMENT Loose riprap wl11 be measured by the ton of riprap actually placed . Hand placed riprap %111 be measured by the cubic yard of riprap actually placed and accepted. The unit contract price per ton or per cubic yard for the class or kind of riprap specified above shall be full compensation for all labor, tools, equipment and materials required to complete the riprap except for excavation. When It Is necessary to dump and sort individual loads, payment will be made only for that portion accepted by the Engineer , ACCESS CONTROL GAU The Access Control Gate shall be Installed as directed by the Engineer. The Access Control Gate shall be in accordance with the Standard plan, WSPOT Standard Specifications except that the posts shall be Standard City Fire Hydrant Guard Posts with holes for the 5/8" dianeter bolts. The gates also Include ( 10) ten addition posts to be installed with the gate to keep motorcycles from by passing the gate on either side. The lock shall be a "Best" lock with the City pattern. The Contractor shall provide 10 keys to the Eng rear, all stamped "DO NOT COPY ." The posts and rope shell be painted white with an approved epoxy paint. MEASUREMENT d PAVEMENT Access Control Gates shall be measured by each Installation. The unit contract price for Access Control Gates shall be full compensation for all excavatlon, backfill , compaction, posts, chain, locks, hardware and wire for a full installation. ADJUST SANITARY SEWER CLEAN OUT Existing Sanitary Sewer Clean Cuts shall be adjusted to grade, as directed by the Engineer . Extensions to the existing clean out will be made with Class 52 Ductile Iron water pipe, and extension couplings shall be Smith-Bla!r Cast Iron Couplings or approved equal . MEASUREMENT A PAYMENT. Adjusted Sanitary Sewer Clean Outs shall be measured by each nit. The unit contract price for clean outs adjusted shall be full compensation for all pipe, couplings, cutting, excavation, backf I ! I compaction and other appurtancos for a full Installation. BANK RUN QEAVFI CLASS "B" Bank run gravel Class "B" shall conform to Section 26 of the Standard Specifications and shall be used where called for on the plans and where directed by the Engineer . Bank run gravel shall be compacted to j5$ density. The unit contract price for bank run gravel Class "B" shall be full compensation for all labor, equipment, material Including compaction and all Incidental costs necessary for furnishing and placing Bank Run Gravel Class TECHNICAL PROVISIONS (CONT. ) SECTION 47 - EROSION CONTROL Section 47 shall be amended to Include the following: 47-1 .00 GENERAL Hydro seed application of erosion controlling grass and clover groundcc,,ar shall be applied to all disturbed surfaces. The contractor shall artily seed, mulch, fertilizer and water in an initial treatment and apply fertilizer and water In a seccnd and final treatment 60 to 90 days let, r. 47-2.0, SEED A seed mixture of the following composition, proportion and gravity shall be applied at the rate of 100 lbs . per acre: MIN. PER MI . PERCENT OF KIND OF SEED t BY WEIGHT PURE SEED GERMINATION Colonial Sentgrass 10% 9.8 95 (Highland or Astoria) Red Fescue ( IIlahee or 40% 39.20 90 Pennlawn) Perennial Rye 40% 39.20 90 White Dutch Clover 10% 9.90 90 (Pre-Inoculated) Weed Seed Inert and Other Crop 100.0 percent 47-2.03 FERTILIZER: All fertilizer shall be premixed and shall be applied at the rate of 500 lbs. per acre. F,,rtillzer shall be total nitrogen (AsN) : 18.4$, total phosphoric ecid (Asp ORI: 14% soluble potash (ASK 90): 14%, also not less than 60% of the total nitgoJen shall be derived from apes urea foam or urea formaldehyde. Final mi> to contain not less than 7 .8% water Insoluable nitrogen. 47-2.04 MULCH: Wood cellulose fiber will be applied In accordance with this section of the specifications. The mulch will be applied at the rate of 2.000 lbs. per acre. 47-2.05 PAYMENT: Payment for erosion control grass ground cover will be made at the lump sum contract price and shall be full compensation for all seed, water, mulch, fertilizer and Incidental work required to provide grass groundcover . 1 1 1 1 1 1 1 STANDARD DRAWINGS 1 1 i 1 1 1 1 i 1 1 1 1 1 owN.r r Y` p.eaN w.a Aa pa An ,v` Nlrp w a w a al�w LACING DETAIL 40 a r+p.E♦>>w Ww •�r LACING GAR'.DNS TDGE iN(N . ••tom sd re.,��A •,y.�roi ew!iq:mmw. w1 w n TThC1l AS>EYy ED GABgN e^*�r«.a Y Y4 Y wi.w•pr S• 14 w M resypi M �NYIr�MN�J Y QQQ Al -4 - � v GASION_ TYPEwl'_ c� v>r��nr va S M MT[PgA yAIDy ALL END GA•,,R �� sww_S erT STANDARD RL>N D-• NOTE L.Mr OeuMauo+> n ere•fge -•U.cele gabn�pMe Se F.q ] wp l r � I ra, rr ra•1. bo•FF.CT FILL Y1 T cawmwwr T+ r rr raTr i r` coununoFFr • . . � Fig. .-.yews of 9abmn nts.em9 watts srww e0muon of cqumerlrma.Tbeee Ob 4 e,t, a116eet oft g.b,iengtn OOYo1W fbe sI,cncle of nir,bane Fig0.O0 eM 4W 7 Gab., •,ale LOgwm,,ua00 m st00oae Wlo along ule 4yC151d wnY of e0ibgaCs ''aa�yqqqqqq> • ri e � r. NONfN F rn¢a 9 gNgr iY r ':..>"�+"4��1. Lz.7.: w NEW brtc4 . Awr"4N f a i a a 4 r rr..r No-t>t wA AA V Al rAr N Y 1A^yy Y �, p ti AAA rr r r9 N r' an I f IF�'w �~yYF/ Gw Lyy� L Ai• 4 �M�41ti�1 I �.J [LEVATgy ACCESS CONTFO� G4TE n�o [TAAD44p PLAN C•7 ENDING OF FILE