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HomeMy WebLinkAboutWWP2701999(14) BEGINNING OF FILE FILE TITLE I�ru a - LT O '* E. u ak1ay Nwy ppq es A� # 13 UNCL A :5 FACAMT � � UNSUIT EXCAY4T ROCK AY WALL I I � ; E'T•TLEMEN� I ' + PLATFOR SURG/LA IV XCX Y i TEMP C o I� rm ' � i SUr?BHSE I n 1 � I i I I i qf'la1v +� ' ASPfIAL r TR�EyAT j I i CLNC�AY i ( TAsfsIfNT CO/VC. b oNC If � F oRr���Ar � { cEhl <dtC Pq/iyT � STfr'/P/iYG I T�iPMO� ce25!✓L"r T/1f14'rt�PG ^~+ L j n TRAF,4 rb �lE�Pi1,�'PL LETTER ELETE� J PROJECT L /: 3/sl SC#1704 LE A-/ ESTIMATE ND DATE Z-r- -cNa aY, ¢ k� l i Q SA, 1+1�1, C 1 0 �� oQ J, y�,� @ a �V IV D.� Thi — TetN Total to �� f /' � • � � � � S � � � � \ : � �' � '� � ��ii ��i a�i iC■��i�ii�ii � ��iai i��ii ��r�i���ii �'� ��ii� rr�� � � �� �� � �� •• ..� � -. ��� =r ���.■�.... �r� r��riiii�i�•�••rr.. ��ri���rr���ii��� � �� �_���� �� PROJECT 4 3/f .Z��,/ze 4• ' ESTIMATE NO. DATE ii—nw Lk qj Ito ok Nk -- -- - �. Tn+� - -- - Tm*' Toro' �o Don PROJECT - /c? ^s,5� �;C;ss_ �_ t ESTNMATE NO. DATE 14C ea 13 D N $ 00 l`i�`�', '�'� • �� l�l b• _�,r' � V1�. .���U > �'�> �J V A � tows JAML TOW . . � / � • Q �• ��® � � � � _ ,� r /M� 4�_ � _ __ . _.....--_-_ -_ _.___________ __�_-_ ___ �_ __ _ S__ ________ _��____ -__ �_� � ��� � � ... � .. .�� -r� a __�_ s __ __� � � � was-=�� �ss - - � ..� ..... �-. _� �-_ _���=__��_ _sue ���..� PROJECT 3,40 NE1?c,%E f3: ESTIMATE NO DATE Al s eve IV i TOM i To", ro Dffm ME mull Bull IN sm-1 MR MIN I Ill u ,y 1 i yg D�aripfion �I J z� CB TYf� � lIC T?WW 4OW Ild STIJr�yl / • 96 •• m %7ZYY1/11// HIM, CBTff2 //C j TiY4�P �1 i1. id- A/W -moo I f'DrYrto.YU i � i BEM fcsvC PA!'EiYIE I � f/ 7.PEAT 1 i L39S� � i LPN CoiYC ,� I P.¢rE'M6'ti r u I u C....f'R eis... - n N (NSSL SU. y y 1 m ; � I m i c.,rt�. wwir P j 60 �- "• r . . y ` \ � _ _ _ .. _� __ _ _ _ �� ... � ..CC......._�� .' C�CCC.: _� ..��C= ......�.. ��� �.��.. ��. S...T=......5... ...�"���.�'�....... 5... � S ��......�.... ...... ... �� "� ... ...�..� ... _...••.ems�'�" � �����������r������ .� PROJECT / ,W SCYfLi/L� B c� ESTIMATE N0. DATE #eer �.w Lx Do* trd Thit TeNI TO", to veto • ltl - - • � � � ��r � rr � ` � � � � t� � � � � �� � � �� �� ����� �_ � ....�..�r �_ ............� ...�..��.=,..r � "'..� .... ...�..0 .. rr.. r...�.� � ��� _ _ r.. �r� r..�..�.. rr.... �........ �. �... �....�... �..r � �� r.. rrr ����� �..._. ...... r -.-rs -_�_ ---... r r- ..� r.....�....... ... ..�.....r�..... ......� rrsr�r rrrrrrrr r�r rrrrrrrr �, r r rrrrrrrr rrr r�rrrrrr :: r�rr�ir�r rr■rrrrr rrr�rr�rrrrrrrrr PROJECT L W- 314 ESTIMATE NO 04TE Mole M S 9 / / / : ¢ / /9 Z✓ - 21 i. sit ku Dow L«. 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MS b L.S. ! Ibi HIM 100" SI b N u 1.0 Ia.st wl Ortin 5.1, D.l4 1.5. 14.e1 111,810 I N.41' IWO Y.'.b CUWotw. tl lfllmgla oil two 104r 09.41 L.). .1.45 01.41 It, ,II S.' for 11 P,. K' N'meq.Nrai•N Y• 'L.S 411.01 L.S. IW lal,tt (241 I5r L.S.' 431.01 I 1 i I WOW 1.4 4I,1I0 a IM. m, W 1" e. "R 40 E-- - CIT) 01 RI NJON • DI PARTMI NI OI MANEERING -1 MU lCi' k WIIDMD SDI M'xl &VS SJ 11 Mt Nlp V *WfOs*A "Sl \,\\ MUJt CTS i3 Ms - W1 "lit tops Pp PCS3 e&v Mf N, tOTM�TC ND 1L Co+vul Ne _.,y.pp.!3_.— Cem.p<ro..SSeMglt.rt^S1C36EYIry._lR�_ Crr••t Wu If.11.Q Mr«1CP ���T aST"Alft TOTOL ro Wn � w�. ��... p.an iV..�y 1 •a� Ury QIT 4san� Qly ♦...YMI Ylwm w Ito i 1 I.b W1, txtMl. t%M l.f. M.IK m 1..t. Mt tl,11t IX T I,M/.tl0 1.3. UOW.w i I gNwrl 4f M,2W-N 1,�l.W I 14.100 tit I I I I I I I � 1 I I ; I ' I i I I I i I I , I + I I I I I I I I I j I I , i I I 1 r CIT) OF RENTON • UEPARTMI-NT OP ENGINEERING ; `• MUN.GPAL SIPLORtlO Y00 M4k AV( SOU' .Ik NtUN NA SWLS.S]S E631 �ROJ(CTLl3_-l]V_v WtYW.4 y.a PROOq(py PAYMENT ESTIMATE NO_ Co+n.0 hp GCM}-Iy�Ca.ogla MuwW a�meemc t---="I '-�._ C O 12.1'.nl Iw^E G /M11:.I I� SaO n1.c• ebOn N..I UmI h... !.I VqU! TOTAL THIS ESTIMATE TOTAL RE OAT[ nt. ee Oh Oly I I WIT Alws.nl Olr APS.M L .w tlunol :Aro.�n. I . 6000.GG L.I. 45. I I.ECC.OG � t I tn. e,ona.oe•: (Y.,.I.,(-I i i j I i i i i. j I I CITY OF RENTON • DEPARTMENT OF ENGINEERING N1W,C, L MNlDNO 90O .Mll AVt SOUTH ARNTON V SSO{SA�-msi Msp.KCTl;Ja PROGRESS ►lvy NT [11VMTt NQ,1_ C"".%, No N6-0Mi: Cw..•c\r cw M St c S ICL IK. C"OA'.12W7IJ Mw\�►•�. A DA•c.t•M Um, u..\ ►.,.. CA1 �V\Ql]j TOTK TNS tST►Mri TOf4 w w 0„ r_a, ►w�wn, ar Swrnn, aT jyAN.T1aA Ncr. ' i i .' MAL TMAL sa 1 l...z•T. Oy - `Su.Apr LMAI Nbk:.A-) N Ml.r. MAL f[AMAL \N A{I M ! MAI s,. I.6-1 1Y N•.M �MTAI seMali h]• M ttM ,)/•Nit)) rAt�. ,. M.I faA.A.I.hf•Ir fT.1 IT,211 F01 >u W 7• tMAL%4 k.he 1 IMAI Ua I. A-) i 1 I W IV TMA`. UwAU A I, q1A I 1 brtc SkMhU . S.W.M i r i ll8 v ALCAh4\ US' 4A4R MIrI.SO H:> pr•wy� D-e!1M1• IRTIMIT ` 1])!(!�v i •lm l W.Mur]J•.w.w� i I I I j I i r i 1 i 1 i I (A i 1 OF RI N I ON • I)} I'\R I \11 I N61NEERING RAUNICIPAL ciUILrYNCS i'OQ %111t net -'(Ajrt, ftlNtOni WA 98055s235-2631 r2. 1 / PROJLC I..I.D. i.. '.�+ PagOFtL55 t'AVMUF4T LSTIMATE NO. :3 T - -- x;::n' -114 s1e+. • 1 ter ,_ CICM-4 Date.. 17.31-83 Shoot_Ofl C prtr act Na ___a"��` �'--N-__._.- Contr ac fa• _ _.. - _. l T i St iPRF VIOUS TOTAL T/IIS ESTIMATE TOTAL TO DATE 7e rr.pltON IU t Un.t Pr:e• Qtv 1 6 , - A.+count Qty AmOtxtt oty Atvtpunt SCS ttH LE A 1 tt_.:-t,4 bra l nap., i Iw 1 50.000.00 1k,611 ixa[ion i. ',r..rt00•t✓> 100 _ 50.f100.00 7 .31) (Aearinv 4 , rubbing A., . 111.00.01) 1 4.2 5.880.00- 4.2 5,8w.00 3. .301 Me 14.at h+t txc»vatL C.P. 1.rK1 71100 180 360,90 If)() 200.0012fo.0 I 560.fq i 4- ,30� Umtuitahto ixa avaH,v, r.V. 3.Oo .•xx1 195.0 585.00 {195.0 545.00 R<nIt Peter In ing Walt C.F. +.'•'i '•'r; 1 1 ' n- .30 } Settlemecr t•i nforr Er. .',.ro. .30 Surchara" 1favat l,x. L.P. t.7i Id1(N, w. .30 frusha4 surfaainti T:,p -•vrae TIM,R 4.41, 13'i 1383.81 13,699.72 11,i3,8i )3.699.72 Q. .i0 Tempnrary CruSh.+d surfs tar Coorw TIT: III-M . Iu 290.75 2.907.50 1290.751 2,907.50 10. .40 1 Rlprap TOY 13.0n 6;7 37.if, 483.08 37.16 1 483.08 Ii. .30 Sank Run Gravel, 1:1.ss 8 WN 3.rto h3-1FY. M. .30 Asphalt Treated Sass TON G3.4o A8 3231.E 75.617.10 13231.5t 75,617.10 13. '..30 Asphalt Concrete Pavement '� Class S Toe ..s.3o 193? 3550.9. 86,289.06 '241.M. 5, 76.95 679Z 92,166.01 14. '.30 Incidental Asphalt Concrete T0t1 .-:. irr i7-1 459.4 20.713.94 +9.4 20,718.44 15. .40 !Camer Concrete Curl, and tGutter, ryp A L.P. 4.2o 10971 10116.:: 44,259.20 0i76,(1 45.754.20 16. .60 lCasent Concrete Drl� . v 10" thick) S.Y. 15.40 495 635.P1 10,407.47 675.1'1, 10,407.47 17. .60 Kamen[ Concrete Sidetsalk {703.69 25,684.77 ((4" thick) $•y• 4.50 2 n7 7703.6E 25,684,I7 p 18. 1.60 Paint Striping L.P. .n. I.P 7E 3i;,R51.0 1.234.04 p0.851.G 1.?34.04 19. '.60 1Thermoplastic Crosataa lk L.F. 2.10 217 In, .60 Thereopiaettr Stop Par I .F. 2-111 70 145.Q 304.50 45.0 1 1A4.50 I .60 IThermoplastir Traffic Arrwa Ea. 63.0a 76 99.E 6,237.00 ..0 6,237.00 27. '.60 Thermoplastic Letter Pa. 31.50 M24.'7 4R2.00 M,0 1 rt82.00 I l 23. ' Deleted 1 24. .60 Lane Marker rvpe I Ca. l.3N 1: 60,, 94,401 k0.0 94.90 25. .60 lathe Marker Type 2 Ea. :..6 t 12 1h.`; 42.0'1 i 6.0 42.0R 26. .60 19-3f4 inch 024D) Plast is 1 Traffic suttorts Fa. ;n. ": t7g 214,0 7,193,50_ 1714.0 2,193.50 21. .70 Seeding. Fert111ting and Ifulching Ac, 9tHr.lkr i 78. .10 Kolluments Es. i25.00 ' 2.0 250,00 ! 2.0 j 2fir1.iY1 29. .40 Adjust Exl Sting Catch Basin to Grade Fa. 75.00 3 1 -') 75.0n : 1 A 75.11 i 30. j.30 Adjusting rxisting Manhole to 1+ Ea. 7';.rN1 t5 15.') 1,125.00 2.0 150.00 117.9 1,.^ 75.00 Grade .30 Adjust Esisttng valve Chamber 1 I to Grade Pa. li.tat 6 9.0 675.(XI 9.0 b75.00 i 32. 1.30 Asphalt Concrete Pa,ement ! 1 Patch S.V. 14,00 570 013. .30 Finish and Clean 0p L.S. 20.000JI1 1_S. 91, 19,000.00 5' . 1,0M.M hon 20.nn1.IN) 94. '.30 Private Property Restoration I.S. I"Ooo.(w 1..5, 95- 14,250.00 •St. 750.00 1100` I 15.000.01 ,15. '.40 112-Inch Diameter Stars Drain ipfpe L.F. 11.40 1ti73 16'7ti.'i 18,297.00 145.0 1.653.00 1750.01 19,9-iM)n 36. 1.•0 I5-inch Diameter Storm Drale 25 I (Pipe I-F. 14•+0 6 �257.� 3,623.70 1257.0 1 1.623.70 i 07. : .40 1 'I-Inrh Dtxn•t,•r St+,rw Drain . Pipe L.F. 14.no • .8 694.7 13,262.011 'b9R,4 1 1.3,2E?.71 38. ; .40 I24-inch rttametar Storm Drai^ t Pipe ,l..f. "G. d, -.0; 9?7.1i 20.rVil 5i1 977.0 20.028.50 39. .40 30-inch Diameter Store Brain ' (Pipe L.F. P.40 1';.'. if'2.^, 5^,065.00 � 602.0 52.065.00 I 1 Cif') OF RI \ ION al I I PAR I MI tiT Of I N(ANFERING •� • MUNICIP<\t- f3Uft-D:NCi 't_r_' rAitf AVt ,Oultl KtN10N vVA 90055. 235-2631 » PROJfC i "-7_1L ill ,.- '-a r.t e,t•. , ts:..i Pf70GFt1:55 F'AV MFNT f STIMATI NO 1"t t.,, r;i�• 5rpI1G Si[A'al:E..l r. ._ ... Clrxr^g Date t7_37-R.3 Sheet-' of r.Af:-035-82_a COnt+actor _.. Cantract NO ._-�_--- -- -T `VRf VSOUS TOTAL T.NS ESTIMATE TOTAL TO DATE �11 . Bar; Una iU^ ' - f p a .r Pilo"n i- -"i Qty Qty r - Arc.ount _s pry Amount Div An oWild No No -- _ 1 St xrrr6LE A 1 Strcrt 6 Drafna�I , j ' 15.1541. 7 ' .40. 1 An 136-inch Diameter Storrs Oral 164F,.0 7R,7p,0,00 I1648.0 78.280.00 P 1(re 1 I ;41. .40 40-1nch Diamter Storm Pr u° _ nr 1..1 491.0 40,262.00 _ ( 491.fi 40,262.00 i '42. .40 Bank Nan Gravel, CIA, N I. ,t, al] 48.149.58 168,5?3.54� R,1495t 16R,523.54 143. -40 Catch Basin Type 1-C .. �z,.00 7'1 72.0 37.8MM 1.0 525.00I 73A 38,325.00 1 I 1,200.00I 9.1 ln,RM,nn 144. ' .40 tat,h Basin type ti-C ' 45. .40 Storm Mwhote, Diameter 54- 8.0 17.w.00 inch t�+. i,-,tat.rv;; •� 8.0 12,000M 1 t 46. '. .40 St, Manituia, Dlam,tei hill- 10,0j 1R,tlf>n•00 10.0 18.( inch ym.00 47. � .40 Store Mantote, 01ameter 12- 3.0 3.01 6,WO.On inch Ea. 6,0(10,00 i 48. ' .4C Extra Depth Catch Bastn lype V.P. h R5 95.00 'S 3.0 285.00' 3. , 2 .00 I[-C - , j 44. • .40 F.xt ra Dept M+'t+� - i53-inch .V•i, It5.00 30 ' Diameter) 5o, .40 (Extra Depth .Mnbrie (60-Inch V.F. 150.(N) 49 6.5 975.00� 6.5 975.M Diameter) 51. .40 Extra Depth Manhole (72-inch 'Diameter} Y.P. 200.00 10 : 1.0 200.00j 1.0 200.00 ' 52. �0eleted n t,zso.nn 51. ..40 Trash Na,k Fa. 250.(kl ,, s.o t ,2�n•n0 5. 41A.� .40 1481, 0 "1 Bands Plus Trash ( 2.0 3,850.00 2.0! 3,850.00 Rack Ea. 1.925.10 1, ' 54. .30 Crrmpeulw U.+a for cradine Ievultln;; frax Deletion of low }Q,620.f)() Item e7 1'.S. T9.h10.(N) 1 .5. 100 19,620.00 '' ,413T.29 34,303.94 '55. .40 poundatlon Yater ial 'ft/8 9.50 3L{)1, 4137.25 39.303.88 h 56. .40 'Pipe Bedding Material Tom 8.00 noo 1353,74 10,829.92 12.0 96.()0 365.74 10,925.92 113,78i 6,826.80 $7. .7) Cold Mix itN 60.00 50 113.78 6,926.80f 1 334.0 1,356.00I 3 30.0 i 1.356.00 58. .30 Remove Curt 6 Gutter L.F. 4.00 I 1 A 11i.33 59. .40 i21" x 12" Tee EA, 177.33'. 1.0 1.0 177.33i ' i 60. .40 " L.S. 7,850.06 L.S. `700 1,850.06 ; : 100t' 1,850.06 �1. , .70 Oark ;C.Y. 12.00': C.Y. 87.0 1.044.00 �87.n 1.044.00 ,67• .60 131'.,;'r�: Extra Depth C.Y. 85.50 C.Y. 14.1 1,205.55 114,1 f i,205.55 -63. .60 High Early Concrete C.Y. 3.50 L.Y. 41.5 145.25 41.5 145.25 1 , j j j I j I ' 1 11 i 1 • SubTotal A-7 t 948,R15.25 1 13,550.9! %2,366.24 \ 1 . CITY 01= RI NI UN • I)1 I'7�RI �1I Ni O1� I \GINFERING •. • R4UNIC�4'AL E3UILCI:NG ['cuJ P.:O.1 AVC SOUTH ItLNIUN VVA 98055. 235-2631 13 ` i PFIOJECI_'•.•t.n. 6314 - ., ���.-Y R,�.�J pAOGRESS f'!-YMt Ni t.S`IPAATE NO it,t ADD SIPTIC SERVICE i - Sheet-of-'-' - Cact.act No cnt_3'14-fl,?__ Cor.,•..,ctr,� _ - - __._.___ - Cloti�..q Dere�2s�L$3- 1 ` 1 Ezl IPRC ViUUS TOTAL THIS ESTIMATE TOTAL TO DATE INO WOI ga`rr pt-:on Unt Unit P ..•'I QIY FOty� Amou+t 01y t Bar, Arnourtt Qty t Amount I S011,11t9.E A-2, Water 15.'534. i I i I � 1.1 .30 Bank Run Gravel, Class B i 1 (Trcicb) ,TONS 2.1 .30 Foundation Material EONS `>. ,0 ISn 1 3.;.30 12-isch Ductile Iron Water ." .Main. Class 52. Tyton Joint I..F. 25.Of) 372 1618.0 40.450.0C 11618.d 40.450.00 I 4. .30 10-inch thwille Iron Water (Main, Class 52, Mechanical 1 L.Toint .F. 27.00 396 '404.0 9,494.00 404.0' 9,494.00 5.t.30 �6-Inch Ductile Iron Water - Main, Mechanical loin[ 125 0: 3,125.00 I Inc luding Shackle Rods I..F. _5.00 S2 925.0 3,125.00 [ 6. .31) 'Cement Concrete Thrust 1� 15.0, 1,200.00 Blcxaing r.3 Hn.tw a6. , ` 15.0 7,200.00; . 7...30 I3/4-Inch Shackle Rods L.F. 1 .50 1,61N1 1080.0 1,620.00 11080.0 1,620.00 8. An -12-Inch x 6-inch Wet Tap Ea. 1 ,1u0.00 1 1.0 1.300.00 11.0 i 1,300.00 9. .30 12-inch x 10-inch Wet Tap Ea. 1.750.00 6 4.0 7.000.00, 14.0 1 7,000.00 1D. .30 Reconnect Existing Service Ea. 300.00 9 13.0 3,900.00. I13.0 3,900.00 11. .30 Retap Fxisting Service Ea. 450.00 . 3 1 12. .30 Extra Fittings Ch. 0.75 , 2,500 93.00 697.50' 214.0 160.501144.0: R58.00 13. .30 �10-1_eh Cate. Valve ,Ea. 550.00 6 ' 5.0 2,750.00 G 5.0 i 2,750,00 14. .30 •12-inch Gate Valve. w/BYP355, /vault Ea. 1.600.00 4 5.0 8,000.00 ( 5.0 8,000.00 15. 1.30 Valve Marker Ea. 35.00 12 '8.0 280.00 13.0 ' 455.00i 21.0 1 735.00 16. .30 Adjust Valve Box, including Valve 0peratin- Nut Extension 'Ea. 100.00 3 11.0 1,100.00' 18.0 1.800.00 29.0 2,900.00 17. .30 Hydrant Assembly, Type A IEa. 1,".()a if) '9.0 11,700.00i i 9.0 11,100.00 18. 30 Hydrant Assembly. Type B-1 ,Ea. 1,350.00 1 ' 1.0 1 ,350.00 : ' 1.0 I 1,350.00 19. !.30 Hydrant Assembly, Type 8-2 ,Ea. 1,350.00 1 ' 1.0 1,350.001 1.0 1 1.350.00 20. .30 Guard Posts Ea. 50.00 24 .8.0 400.001 2.0 100.00 ' 10.0 500.00 21. .30 Hydrant Vertical Extension V.F. 200.00 6 ,41.5 8,300.001 I41.5 I 8,300.00 22. .30 Temporary 2-inch 31ow-0ff i ,Assembly Ea. 250.DO 13 '12.0 3,000.00 ; � 12.0 3,000.00 Subtotal 107,016.50 2,515.56 ( 109,532.()0 W.S.S.T. 8.1% 1,973.04 203.76 2,176.80 W.S.S.T. 7.0% 914.90 914.90 j W.S.S.T. 6.51 4,523.22 4.523.22 TOTAL SCWEPIAE A-2 114,427.66 - 2,719.26 117,146.92 i I I I I i I I , I I 1 (l r .J. CITY Of= RF:N iON • DF, 1RIAI II- N 1 ()I- I NGINEERING •(,� • MUNICIPAL ElLHLL31N( MILL AVi SOUTtf. RFNTON WA 98055. 235-2631 � , PROJECT , 11 - r , ., r,: 1,-. !'.•ad PROGRESS PAVMENI EST IMA, E NO -_ cpr.-O340-a2 Cor.f•acfo , �-.�-.wr ::rPric sEI1SCic'E. l!l Clos,nq Date 12-31-R3 Sheet -of'_ Cont. ct No ..___ - I 1 Fst UH4FVIOUS TOTAL rNIS ESTIMATE TOTAL TO DATE Ik Bar; r n•. r.ntion IVnn .ti.,;i r�, ., . -ty IVO ) .-- - � Utv :. Oty � Amount Qtyl Amount Qty Amuunl SCHEDULE \ f ll:•,mf n,t Sj,n � , I I5.!541. - 1.!.b0 , "d.,.,t Ir -, "T'd n .Iit ' ..,� ",un 187.0 224.40, 11:7.01 224.40 1 I Rank IL:r, ',1 i I -. I i (Tr,nrh) I I 3.1.60 Light P,�1. i .., ,l,ti ,• Tarr. I..cu I7 16.0 6,624.00• ' 1 16.0 6,624.00 4.I.60 tie ry Sc.• t',, i , , F„.,n.I.'l r."� I 1 �.,,;, 2.0 R71.20. I 2.0 ( R71.20 � 1 I 5.7 .60 Alumlo,,m P -1, . yl,-`•..., ' Mountinv 11.-i,t6t i.l 17 16.0 20,724.80 j 16.0 I 20,724.R0 6. .60 II,Tn l,um in li rr., 2 0 'd irr , 1 �Furuish and in.t.,ll rA, ..t. .0 11 16.0 4,070.40 - i 16.0 4,070.40 1 7. .60 �Cnnduit, 1 l tnch ni:,mrt er i.00 ,ISn 1130.0 1 ,730.00 ;1130.0 1,130.00 8. �.60 Conduit , ':• h, In1,. '.0. -L:.h F �4682.� 6.554.RO ❑tameter L.F. I.40 4,195 4682.0 6,554.80 9. '.60 r,,-ndu(r, 'al 80, 2-fnch Diamet, 'I..F. 2.50 700 1311.0 777.50 311.0� 771.50 10. '.60 nr ,i tlon ling FACH I',9-00 le 9.0 1,341.00, 9.Oi 1.341.00 I1. '.h0 Uo.}Srn 1' t: mediate .Iun,tion 11.01 3,OR9.90 ao, EACH 280.90 ' z 11.0 3,089.90, f 12. .60 Comlor,�.r - illumination, No. 8AW,. 1..F. 466.40 2o.?IIA 3879 9,042.98 938791 9,042.28 13. '.60 Bar, 4r, nn.: Wire, Sn. IOAV(l L.F. 5.6 14. .60 Fuse Kit EACH ;,I. in . 34 32.0 969.60 1 32.0� 969.60 15. i.60 Servlcr/, ,:r ; ,:,hf",.rt. Z. 6,:50.0(1 L 2.0I 6,150.00 Type D EACH 3.075.Of) 'Z 1 16. .60 Ptlllty '.r. .,, !. n.n .t ill, 24" vide 48" deep L.F. I.On 7,b"i!. W824.4 R,52£.71 � 7824.Si 9,528.71 11. .60 Utility Trench b B.,.�11!1 - Street Crunsir, - vide, i1396.01 2,Oa4.00 - 48" deep L.F. l.;b 1,67h 13'16.0 2,094,00' 18. .60 1til ity Vault !'•:. I.tt ion, I 1,2RR,0n ' uld,• a fi' long X Vh- .Irap F,%CH ".6.00, 26 23.11 1,288.00� 1 23.0 19. .60 'tilicy V.ult Excavation, vide, X 6' long X 5'6" Aeep EXA! 90.00 _ 1.0 90.00: i 1.0i 90.00 20. .60 htiijty Vault Excavation, vide X 7' long X 7'2" deep EACH 12n,o(I 1 12l. .60 t111ty vault Excavation, 'side X 8' Inng X 3'6" deep EACH 50.00 1 1.0 50.00 1 .W 511.00 I 22. .60 itility Vault Excavation, 'aide X 9' Inn, X 7'2" deep EACH I]1."0 9 8.0 1,068.00 1 8.01 1,069.On 23. 1.60 itllity vault Excavation, EACH '8" vide X 11'2" long X 7'2" Jeep EACH 180.00 1 1.0 1M.00 1 .0! 180.00 �74. '.60 Itility V4u1t Excavation, 8' ide X 13'1" long X 8'7" deep EACH 225.00 2 2.0 450.n0 2.0: 450.00 -25. b0 tPavement Removal S.Y. 20.00 58 273.9 5,478.00 273.91 5,478.00 �26. !.60 (Bedding Material To`; R.no . 271.63 2,173.04 � 71.63j 2,173.04 27. :,60 mcrrte fur Pipe Protection (:.Y. 80.0n ' 5.0 490,00 ! 5.0 400.00 '28. !.60 oncrete Pad for Street Light S•Y. 9.50 ,96,63 917.99 , f 96.63! 917.99 29. ,.60 (Conductor, illumination A >''.1' 1.0 O.R5 4R7.35 1 1 73.11 0.R5 560.50 12 AHG KLF ( 1 I ! 1 ' 1 , ! ' So6tutal n-3 84,775.01 � I 73.11 84,848.12 1 4� 1 I r olij CI11OI fit \ I ( )\ • I )f I'\R I \tf \ I O1 k NGINt-.ERI G AAUNICa.'At_ Esun_U N<, t, " ! L A". t /III M N ION wA c)E30t,50 235-2631 PHOJECTI .Li). "414 - F:+nt t +ll t { f'I:; +! ,�.+ "„V MEN1 1 ti11MATf NO r,t;-n I', er ,-,u, AnF ,h , �c 1;... ! I . CI.,•,.•„1 O.n,, _ 12,31-R3 Shcet_of l_, G pntr.tU No _ _.-_- _- Gn� n nr ir,+ !,+ei VIOUS TOTAL tF115 ESTIMATE TOTAL TO DATE 11No Ho , o ou 9e pt.on �V y U�r P•,., � Oty - Q! 1 A•, ust DIV Amnt Qty Amo unt _SCRF-IIILE a- t , 11$. 154E - _ - ---__ I, I , 3(j Habit trntf Wn i S. ":O,O0n.00 L.S, 100 50.000.00' 100' I 50,000.00 i 2•� .30 Clearing and Cruhhine t. 1,4n'L0O 1't 14.05. 19,670.00; 14.05 19,670.00 7. J .70 ilncte•sified czrav,t!"o ' .i. ' i (0 KHI 411 i.0 12,333.00' 340.0� 1,020.00 4451.1 13,353.00 4. .30 Unsuitable Ex.a,•3t i,r, t;•Y. .. .u; 1100 ?40.0 600.00� y240.0 1 600.00 M , 5. 1 .40 Culvert F.xca:•ation at S.W. i j7th St.7.5pringht =k trcek I..Y. ',.00 2000 1642.0 8,210.00, ' 1642.4 8,210,00 I 16. ; .70 R.rk Retaining Wall S.i. ..i0 500 , I � 23. 1,265.00 7. , ,30 Settlement Platf„re~. Fa. 5'•.0r) 36 23.0 1,265.00! 8. .30 Surcharge Excavation C.Y. E 6o 5n.wi 377R179 60,450.86 67]R17 60,450.86 9. .30 rushed Surfaring lop Coarse TO; 9.90 4078 I$167333 66,065.97;145.70 1.44?.43 O R01I 67,50R.40 I 1 i0. .30 remporary Crushed Surfartne ' ase Course TON M.00 Ino 101.0 1.010.00 f101.0 1,010.00 ! '11. _40 tip Rap 'rOv 13.00, 29 .336.6 4,375.80 49.45, 642.A5 LM6.05I 5,018.65 12. ' .30 ank Run Craves class B TON 3.01 180.000 IVI60W 440.670,15,337.75. 1,013175 flV,227.fl 441.683.40 ill. � .]U sphalt Treated Base TON 27.40. 6914 7178.77 17'.663.22�n75.05) (4,096,17 7?0171 1654,567.05 114. � .30 gphalt Concrete Pavement, .lass B TOM 2'..30 11,572 7?54R5 176,414.35.1305.3 31,718.t1d EMUS' 208,133.15 15. 1 .30 ncidental Asphalt Concrete TON 45.10 i85 393.4 17,742.35' 42.Si 1,916.74 � 435.9� 19.659.09 116. .40 xtruded Cement concrete Curb L.F. '..00 201 1 ! 17. .40 ement Concrete Curb and j utter, Type A L.F. 4.20,IA.745 *449.0 87,F,85,80, 41.0) (9,412.20 1720ROj 72.273.60 1l IA. i .60 .omen[ Concrete Driveway 6" thick) S.Y. 15,40' 131 i140.6 " 7,165.24 60.0 1 924.00 � 3,089.74 19. . .(0 ;emnit Concrete Sidewalk 4" thick) S.Y. i.In)- 1352 2091.33 19,772.64,(57.R2) (549.29 .0235 19,223.35 I X. , .60 afnt St ripinR r6.F. .04.25,671 P.483.60 699.34'7409.0' 299.56 .tlRb 99R.9(1 i 21. 1 .60 (�+ermoplast is C.roswalk L.F. 2.In 59, 1150.0 315.00 GO.0 126.00 10.f) 441.00 122. E .60 rsaplastic Stop Bar ' L.F. '.10 214 I60.0 126.00' 45.0 94.50 705.0 ( 220.40 j23. I .60 hermplaat is Traffic Arrrnrs Ea. 63.00 99 60.0 3,780.001 30.0 ! 1,890.0 , 9f1.0 ! 5,670.00 •24. .60 rmoptastic Letter Ea. 31.50' 48 16.0 504.001 24.0 756.00 ) 40.001 1,260.00 i 25. eleted l ' `26. .60 ane Marker Ty pe I Ea. 1.58, 446 3.3, 0 52.14 ; 672.0' 1 ,051.76 05.0 � 1,113.90 77. i .60 I.ane Marker Type 2 F.a. 2.63 154 '10.0 26.30 224.0! 589.12 i 234 , 615.42 .60 3/4 in (125D) Plastic 'Da Oic. I ' uctons ea. 10.25 6A4 138.0 1,414.50 422.0 , 4,325.50 I560 i 5.740.00 129. .70 ceding, Fertilizing and j uiching Ac. 900.DO 2 .75 675.00 75 I 675.00 30. I .30 4onuments Ea. 125.00. 11 13.0 1,625.00 I13.0 I 1,625.00 131. I .40 temove Springbrook Creek f I ulverts and Divert Creek I-S. 5'aw.00; L,S. 100, 5.000.00 1100 I 5,000.00 j32. ( .30 djust Existing Manhole to , trade Ea. 75.nO� P 2.0 150.00 7.0 1 525.00 + 9.0 I 675.00 ;33. I .30 kdjust Existing Valve Chamber ! o Grade 'Ea. 75.00� 4 750.n0 IlO.n ( 750.00 '34. i .30 sphal t. Concrete Pavement P.-+t:ti S.Y. 14,00: 90+ .5. .30 finish and Clean Up 'i. S. 20 00).001 I S, �75: 1 ,500.00 25` 5,000.00 lOn 20,000,00 136. 1 30 rivate Property Restoration ;T .S. I.,MO.On L.S. 150, 1,500.00 ; SO' j 7,50n.nO 100" I 15,000,00 37. 1.40 inch Diameter Storm Drain 1 I ipe F. In.50i 258 1366.0 3.843.00 366.0 3,R43.00 138. I .40 12 inch Diameter Storm Drain I j ipe L.F. 11.4n 1774 11884.0' 21,477.60 713.01 1,2RR.20 1997. 22,765,RO 09. � .40 15 inch Diameter Storm Drain , Ape L.F. I.I.lO, 744 1736.0 ! 10,377.60 185.0 1,198.511 921 11 ,576.10 i40. .40 8 inch Diameter Storm Drain ( ! 1 pe V. iR.On I679 11416.0' 25.4R9,00 I263.01 4,714.00 167'10 30,222.On ' E CITY OF REM 0N DITARFMINF OF I NGINFERING •(A /• MUNICIPAL BUILDING 20(1 MILL AVE SOUTH RE.NTON 'A'A 98055 0 235-2631 PROJECT 1,•IyD. Q314-. East Vaiigy 'toad PROGRESS PAYMENT ESTIMATE NO. 13 Contract No CAc-trio-R2---- o Cntractor . DSC_v)e. stl•TLc Sf-BVfrf, .tire; Cios-q Date_ 12-31-84 Sheet n of 12.. ' (AtiE V10US TOTAL TH16 ESTIMATE TOTAL TO DATE lt. Bar; Est _-_. .. __..___ > . piton Ut I Un;t Pr�r.•! QtY 1 Oty !o•.rn ut} oty Arnwnt Qty Amount No No +_ - - CHF.DCLE B-1 St ree[ d Dra_ina8ei � � , I t 15.1541. 41.1 .40 21 lo,h Diac.t"r Itr 1614.0 30,666.00 1157a,� 30,666.00 Pip,. I .F. j4.o0 1196 I I 42.� .40 24 in,-1, uiamcter St,,, 'train ' A13,f��169276 34,701.58 Pip, 20.50 1511 :1506.76 30,388.58;. 1R6.01 3, /.7., .40 27 in_I. v.ameter Storm Organ I pip.. 1..F. 100.00 6 1 1 44.1 ,40 60 l:u It Diameter Storm Drain i pip., L.F. 130.00' 2915 i3186.0 414,180.00 (224n), (29,770.001,24157.0; 384,410.00 45. .40 1128 inch x 83 inch ruRated' . Steel Pipe Arch L.F. 137.00 228 ,228.0 31,236.00 1(22R.0 � 31 ,236.00 5n. .40 ( Bank kun Gravel, C13ss B r i1298.21 39,543.70 (Trench) TON 3 -0 39 1 1472 11,298.[ ,543.70I 47-40 I (Trench) Basin Type I-C Ea. 525.00' 82 82.0 43,050.00 I, ' ( 82.0 43,052 00 48.1 .40 catch Basin Type !I-C En. 1.2()0.0() 22 ' 25.0 30,000.00'11 (1.0) ! (1,200.00) 24.0 29,900.00 49.; .40 Storm Manh,Ae, Diameter 54 in. Ea. 1,500.()0 16 9.0 13,500.00 6.0 9,000.00 15.0 22,500.00 50., .40 Storm Manhole, Diameter 96 fit. Ea. 7,870.00 R 1 8.0 62,960.00 8.0 62.960.00 51. .40 Storm Nanho7e, Diameter I44 1n Ea. 15,400.00; I 1.0 15,400.0011 1.0 1 15,400.00 52.� .40 Extra Depth Catch Basin Type 5 1 1 IT-C V.F. 91.00 Io 5.0 475.00; 1 .0 475.00 53.' .40 Extra Depth Manhole. 54 in. 1 Diameter V.F. 1I5.00' 16 , 1 54. .40 (Extra Depth Manhole, 96 in. � Diameter V.F. ]00.00' 44 '145.0 4,500.001 i 45.0 I 4,500.00 55. .40 Iniareter Extra Depth Manhole. 144 In. V.F. 400.00 . 4 4.0 1,600.00 4.0 I 1,600.00 56. .40 Trash flat Ea. 250.00 . 5 4.0 1,ef'G.00i 1 4.0 1,000.00 I 57. .60 Beam Guard Re it T,pe I L.F. 18.40' 158 1 62. 1.30 Cold Mix TON' 60.00' 75 3.64 38,618.40 F43.64, 3R,61R.4n 63. i.40 Foundation Material TON 9.50 ; 3500 P307.42 59,920.W 63.80'� t<16,09 371,1, 60*126,511 64. .40 Pipe Bedding Material TOM 8.00 . 2500 3%9671 30,373.6R1 746.71! 39,17.1.6E 65. .30 Special Handling in Placing Surcharge C.Y. 1.01 8500 b ,400.0. 1.414.0016120.0, 6,181.20 520.9 71595.20 66, .40 Conflicts with Utilities on S.H. 16th Street L.S. 5,000.00 L.S. ; 100": 5,000.00 1100' ± 5,000.00 67.,.40 Cross at S.W. 16th 6 Talbot 1 209.29; 100�: Avenue S.W. L.S. 209.29 L.S. , 100% I I 20Q.29 68.' .40 Extra Work on 60" Storm Sewer 100% 7,651.85 1 i 100% 7,f51.R5 69. .40 Coredr 11 60" Storm Sewer 10011, 664.98 1100"; 654.98 70.:.60 Concrete Extra Depth C.Y. 85.50 C.Y. 8.8 752.40 7.42 634.41 16.22 551 1, 36.91 3R6. � 71. '..60 lHigh Early Concrete C.Y. 3.50 C.Y. 10.55 36.93 I10.551 s 72.'.40 (Adjust Curb Radii L.S. 460.36 L.S. L.S. 460.36 , 100^: 460.36 i , 73. 1.4o Storm Conflict, S.W. 21th St. L.S. 936.67 L.S. 153. 936.85 ? 100.' 936.74 74. 30 Saw Cutting L.F. .67 L.F. 2153.5 1 ,442.85 , ?153.5 1,442.R5 75. i.40 Relocate CB L.S. 370.52 L.S. 11..S. 370.52 ; ! 100% i 370.52 176. r.20 Relocate Hyd't L.S. 175.95 1.S. :L.S. 175.95 �100": 175.95 77. !.30 Remove High Spot in Road ' L.S. 2,336.14 L.S. 100% 2,335.14 �100". 2,336.14 :77A Sidewalk Removal 'L.S. 1,500.00 L.S. 78. r60 aw Cutting Sidewalk IL.S. 172.50 L.S. I10w I 772.50 I 172.50 I � , i i I i i I I ' i Subtotal B-1 ,2,097,865.59 ' 48,831 .89 I 12,146,697.48 I CITY OF RI � ( ()N • Of PAIZI \I1 N11 Of 1NGINFERING MUNICIPAL E3UILDING ?'UO MIL(. AVF SOUTH RLNION VVA 980550235-2631 '\ FIROJECT I.•1•D. &314 - C:a_nt valley Road pROCiRESS PAYMENT tSi!MATE NO 13 Con,,ac for CSp AS k SETIL6..SE8.VICL--1N4•----- Closing Datr- 12-313� I- Sheet_of Contract No ___.CAr.-034-82 on ---� Fst LPRE VJOUS TOTAL THIS ESTIMATE TOTAL TO DATE r _ _ _- Its 80r, pert pt+On Unit Unit P c OtY I Qty Arr punt Oty Amount Qty Amount 1. j SC,HtDIILE B-2, Water 15.1 534. I 1 .30 Bank Ron Gravel. Class B 147.6� 516.60! I147.6 � 576.60 j (Trench) PUN 3.Sn 966 ! 3.�I TUN 4 2. .30 Fmmdation Material .50: 700 I .34D 12 Inch Ductile Irun Water Q �5302. 108,691.00 Main, Class 52, Tyton Joint L.F. 20.5" 6155 15302.0 108,691.00, 1 4.j, .30 10 inch Ductile Iron Water Main, Class 52, Mechantcal i1122.d 24,123.00 I Joint LJ'. 21.1U 897 11122.0 24,723.00 ' � I 5. .30 ' 6 Inch Ductile Iron Water Main, Class 52. Mechanicel �0 00 190 '.275.0 4300.00 1215.01 4,300.00 .Joint. including Shackle Rods' I..F. , i ' 91.0 7,280.00 1 91.0 j 7,2RO.00 6- .30 Cement Concrete Thrust 91 cklny C.Y. 80.00; 215 2544.0 3,R16.00 7.! .30 3/4 inch Shacks Rod L.F. 7.50 370O ;2544.0 3,816.00 I 3,900.00 3.0 j 3,900.00 2 3.0 8.( .30 12 inch x 6 inch Wet Tap Ea. 1.300.00 � 1.0 1,750.00 9.' .30 IZ inch x 10 inch Wet Tap Ea. I,750.00 1 1.0 1 ,750.00 I 2.0 4400.00 , 2.0 4.400.00 10.' .30 16 inch x 10 inch Yet Tap Ea. 2,200.(n) . I 900.00 3.0 90O.on Il.'. .30 Reconnect Existing Service Ea. 300.00 i 3 ' 3.0 12. .30 Retap Existing Service Ea. 1 450.(a) 4 13. .30 Extra fittings Lb. .75�10.000 11128.0 846.00 172R.0 110,01) 14. .30 10 inch Gate Valve Ea. 550.00 12 71.0 11,550.00 - 21.0 I 11 .55n.00 15.. .10 12 inch Cate Valve. With ,.no .no 11 8.0 1t,20n.00 R.0 11,2n0.00 ' Bypass, With Vault Ea. 1 16+30 Valve Marker Ea. 35.Of) 27 - 30.0 1,050.00 30.0 1,U50.(/J 17., .30 Adjust Valve Box, includlnq 5.0 500.00 30.0 3,000.00 35.0 3,500.00 Valve Operating Nut Exten,ign Ea. 10(1.00' i2 8. .30 Hydrant Assembly, Type A Ea. 1,300.00• 15 17.0 22,100.00 (2-0) .... (2,600.00 13.0 14,500.00 y y. �. 2 3.0 4,050.00 3.0 4,050.00 19.'.30 Hydrant Assembly. Type B-t PA. 1,350.00� � j 4.0 1 5,400.00 20.:.30 Hydrant Assembly. Type B-'t Fa. 1,350.00 7 4.0 5,400.00 ' 121. .30 Guard Posts Ea. 50.On 54 2.0 100.00 5.0 250.0n� 7.0 1 350.00 22. .30 Hydrant. Vertical Ezcenslnn V.F. 200.011 15 21.5 4,300.00 6.5 1,300.00I 28.0 ! 5,600.00 - 23. .30 Temporary 2 inch Blow-Off Assembly Ea. 250.00 33 33.0 8,250.00 (2.0) (500.001 31.0 I 7,750.00 I j 100 ' 1,704.09 24. .30 Replace Existln0 6" Valve � L.S. 7,704.09 L.S. 100 1,7U4.09 � Sub[r,tal 229,676.69 2,500.001 237,176.69 1 11.519.31 202.501 11,721.81 W.S.S.T. 8.15 1 3,790 7R W.S.S.T. 7.0% 3,7w).28 ! 2.629,84 ! 7.629.R4 W.S.S.T. 6.5% I ! Material on Hand ! I � 247,116.12 2,707.50 249,818.62 TOTAL SCHEDULE 8-2 i I I ) I I I 1 I X I CIT) OF RI N ION • IN PAR MI N I Of- ENGINEERING ♦f -♦ MUNICIPAL BUII.I)'N(, 'S(1Lilti HINTON VVA 900S5a235 2631 ` 1 PROJtCr ! •I_.n. � 71'• + '-� . rtf SS PAVMf-N1 E51 IMAIC NO 13 r �.u� I� . , i,, 12-31-R3 Sheet a of 12 C,rnlract No - A'-034-R:_. f.n•••.0 r,,• _ _ C!n•,_.,a Datt•'_- ` 1OTA, T rit15 !.STIMATE TOTAL TO DATE f 'INo MO ')a c •.paon V� t ir_ t+, . ! UI, `l r n ,.oun, Qtr Amount Qty Amount SCNFDi7LE B-3. Savitary Sewer l ! 15. 1514. ! 1. ''40 6 loch Diameter sanitary Ix.nd 419 140.5 2,529.00 127.0 ! 486,00 167.1 3,015.00 Serer Pipe L.F. j t 2. I,40 B lsu:.h Diameter Sanitar7 ! 2294.0 55,056,00 (319.Of (7,656. 197S ( 47,400.00 1 Serer Pipe I .F. . ..00 1116 3.1.40 15 inch Diameter Sanitary .•x.tH) 1177117L0 32,956.00 i 11177.0 37,956.00 1 ;;ewer Pipe L.F. 1 b. II.40 18-Sever PII><•inch Diameter Smitarp t I ! 11.00 Ii.F+ 11160 36,828.00 �lllo,0i 36,828,00 � $e ' i S. ,.40 8 inch Duttile U'un Porce Mato L.F, z0.00 1;1 81.0 1,620.00 47.0! 940.011128.0 . 2,560,110 6. I.40 Extra Depth Trenci• Exonu.LL:- (12 feet-16 feet) !- '-on 46? 000.0 1,400.00 1193.0 2,386.00:1893.9 3,786.n0 7. .40 Rank Run (ravel, ':11Sr, x ((Trench) ttyat 3.5t7 527 9029.4 31,602.91 !9029.4 31,60Z 91 8. .40 1P1,,e Bedding Material TUS 6.Ot1 11.67 266%35 16,016.10 13.7 79.20�26825`J� 16,095.30 9. .40 tm th 148 F�,mdatittertst TON 4.'.0 400 21M2 20,035.69 1710%0A 20.035.610. -.40 Santtary Serer Manhole, Basic, Inch Diameter Ea. 1 ,400.00 14 20.0 28,000.00 120,0 28,000.0n I I1. .40 Extra Depth Sanitary Sewer V.F. f1R.R0 57 111 80.00 34.5 2,760.00 35.5 ' 2,840.00 Manhole 12. .40 Connect to Existing Manhole Ea. t,0(10.od 1 2.0 2,00o.00 1.0 1.000.001 3.0 ! 3.000.00 13. .✓40 Sanitary Sever Lift Station • L.S. 104,R00.00 t..S, 60" 62,400.D0 _ 40` 41,600.001100' 104,nM.0n 14. .eo Emergency Power venerator L.S. 15,On0.(III I .c. 95 14,250.00 5 750.00I 100 15.(M.00 15.1 .40 Additional Axle for Generaltor L.S. 411.70. L.S. IOC' 411.70 100' 1 411.7n . 16. .40 Relaying E Repair to Buried ' Phone Cable Confliction j (with Sewer. L.S. 9.266.SR 7C+) 9,766.58 .10U 9.266.S8 1 17. .40 Kinn Cleaners SIde Sewer L.S. 10i; 1 '1190.00 1100 1 1 ,000.g0 18. All Rainier Side Sewer L.S. 600.00 L.S. 100 R00.00 li;p, DID.00 19, Afs Delay Due to Conflict with ' Ya ter]iro L.S. 1.141,86 L.S. S. 1,141.86 ' L.S. 1.141.86 20. .40 Reconstruct old wet well L.S. 972.15 L.S. L.S. 97�.15 � L.S. I 972,15 I I i I 1 I ! I i I I • I � 1 i I 1 I I i i i I ' I I • 316,251.9R 44,459.;1' 360,711.In Subtotal I 14,745.07 3,60111j 17,846.27 W.S.' . . 4,195,29 4,195.29 i 5.229.54 ; 5, 29,5; 339,921.88 48,06041 3a7,21Z-'9 r� UAk-* CIT1 OI Rt \ l Oti • I)I I'AR I �1t ti I OF I NGIN[.L:RING MUNICIPAL BUILD'NG 20V M:i_t AVF t7JTtt RE NION 1^A 9©0550235-2631 13 PROJECT 1..i_0. *3' �' '. ""-,d PROGRESS PAYMENT LSIIMATE NO _ t;. :.I llv(i ! , t•v . Cloy"'q Data-12-31-83 $hr•e7:_of t2 Ccsnt,act No .. tlu%-074-N2 Cont. n: t __ _____. r ( t r t'Ivf VIOUS 70TA_IT THIS ESTIMATE TOTAL TO DATE 'INn NOt 9a pflon : V "' _U'_., c�• "'I AtHwnl Qty Amount Qty Amount j SftiEDt'LE 9-4. IlImInAtIon 1 1 I IS.�S4I. 1.t.60 Conduit Trench and Barkfill I,.!. . 'S! 2055 6066.0, 3,336.30 1 6066.01 3,336.30 I I 2.1.60 Bank Run Gravel Class B i (Trench) Ir+' 3. i0. 1500 1 3.1.60 ILixot Pole Foundation f.:. •, ..50, .4 36.0 15,751.00 38.OI 15,751.00 I 4.1 .60 (Se[vlce Cabirte[ Foundstt i-10 f.,. 435.n0 3 3.0 1,305.00- 3.0. 1,305.00 I 5. to Aluminum Pete. 35 h•nt 4^.Int- IIng Height Ln, 1 ,70^..rt0 33 27.0 32,400.00 27.0' 32.404.00 Aluminum I'..I<•. 40 f"'t M.nm'- 1 ! Fa. ! . uro.n0 It 12.0 15.600.00 12.0I 15,600.00 inx H,J0 - I 7.; .60 11IU Lom Ltd try s. 2T0 Wort , I ',,r8r tt 12.01 3,060.00 Furnish and Install f-a• =' � 12.0 3,060.00 8.1 .00 LtD iuminaires. 150 Hat L. I 27.0 5,f,7n.0n ga. 210,n0 3 27 00 I 3 .0 5.670. 1 Furnish and install � I 9.; .60 Conduit, Schedule 40, t% in. 1.011 1290 9725.0 1 ,725.00; I1725.0j 1,725.00 Diameter i"F' Conduit, Schedule 40, 2 in. Diameter L.F. 1.60 7355 7610.0 10,654.00� 610.01 10,654.00 IT. .60 Conduit, Schedule 00, VI in. I I Diameteri..F. 1.80 1100 874.0 1,573.20. 74.0 1.573.20 12.: .60 Conduit, Schedule 80. 2 inch Diameter L.F. 2.50 210 , 130.0 325.00 130.0 I 325.00 13. .60 Design B Junction Box ' Ea. 150.00 57 45.0 6,750.00 , 14.0 2,100.00 159.0 8,850.00 14. .60 Design Intermediate Junction Box Ea. 280.00, 4 5.0 1,410.00 5.0 1,400.00 15.1 .60 Conductor - illumination, No. { f fi,634i 17,034.81 BAWL ;K.L.F. 465.00, 31.08 ,-6.634 17.034.81 ' �i 16. Deleted I 1 • 17. .60 Fuse Kits Ea. 30.3, 88 76.0 2,306.60 176.0 1 2,306.60 18-60 Service/Control Cabinet.Type D Ea. 2,900.00 3 3.0 8.700.00 , 13.0 ( 9,700.00 19.' .60 Utility Trench 6 Backfill 24"' I ' vide, 36" deep L.F. 1.00' 1,357 5417.0 5,417.00 15417.q 5,417.00 r 20. .60 Utility Vault Excavation, 4' i x 6' long x 346" deep Ea. 56.20 3 4.0 224.80 1 4.0� 224.80 1 t 21. .60 lUtility Vault Excavation, 5' j s 9' long x 7'2" deep Ea. 133.(M I - Lfl 133.00 1.0� 133.00 22. i.60 Utility Vault Excavation, 3'6" vide x 3'. long x 2'8" deep Ea. i5.00 1 3.0 45.00 3.0 ; 45.00 23. JO Pavement Removal S.Y. 20.00 220 5.56 111.20 5.56i 111.20 124. ;.60 Conduit, Schedule 80, 3 inch i Diane ter L.F. 5.46 80 71.0 387.66 I71.0 I 387.66 25.1 '60 Concrete for Pipe Protection C.Y. 80.00 39.5 3,160.00 139.5 1 3,160.no •�. 26. .60 Pea l3ravel Bedding TON 8.00: 110.55 7,364.40 - -170.551 1,364.40 I 27.; .60 Foundation (Puget Power) I 28.'.60 Utility Vault ex. 4'x6'x5'6" j 1 29.1.60 Utility Vault ex. 8'x13'1"x i 8'7" 3D.j.60 Move Street Light Wires L.S. 925.00. L.S. 1 100., 925.00 110041E 925.00 ! 31.1 .60 Concrete Pad for Street 1 917.80 96.611 917.80 1 Lighting 'S.Y. 9.50 L.S. 96.61 I ' 32.! .60 (Conductor, Illumination - ' 012 AWG KI.F '%41 ; L.S. i 1 .45 831.43 124.71 � I .S.1 9i6.14 1 ' 33.1 .60 IRe l oca to Junction Box 'l L.S. ! 1110' 731,16 (293.25)I L.S.{ 438.01 � � 1 f 1 i I I (Material on Hand ISubl'otal 8-4 i 141,839.46 1,931.46� ( 143.770.02 , i CITY OF Rt N ION • DI PART Mt- N1" OF t- NGINF.ERING ♦ \\n ,♦ MUNICIPAL BUILDING 20U M:Lt PVE 50,111t HCN fON 'NA 96055. 235-263t PROJECT ' I-'[)' ";1.4_- I:?nt Vallcp PF20GftE5S PAYMENT ESTIMATE NO _13 12-31-83 Sheet lq of 1Z I:.\G-0T4-H2 Cnn�ra�tor AS(I iDF ;P I`t IC SERV ICF., INC. Closing Date____ Contract No .___ _ _._ _._ - T I F st lF'REVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE ;It 80r, p..—r pt:on IUr it -Un t I' , ! -Qly I (fly A,*+ount Oty Amount Oty Amount No No SCHCDDLE 3-5. Traffic Signal j I I 15.� 541. I I 1.' .60 Traffic Signal, I.ind Avenc s_ !..s. /o,loD.nn L.S. 98"' 88,29a.W ' 2, 1,802.00 ( C.S. 90,100.00 I I S.W. Ixth Street I( i SuCatai x-. 88,298.00 1 ,802.00 i 40,100.00 I I I I I I I l i ! I I I i I t I I 1 i I i I I i I I i t ! I I I I , , I i I I • � � i I I I i CI I OF R1 NI ON • I )I PAR I \11 N 1 01= 1 NGINEERING N • • MUNICIPAL BL)It DIN(, .'00 MIIL AV I- '�,c)UIII RLNION VA 08055. 235.2631 PROJECTJ„L4. A.]14 _.Ei L Valley-Awvi PROGRESS PAYMENT ESTIMATE NO.13 Contract No. CAC-03G-82 Contractor_ CASfhDF SF.I'�"j_CyFRQIf.P.. IFC�_ Clos,ng Date 12-11"A3 SheetjLof� It Bcr, pe crlptron Un,t un,t Pr ce� Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO.DATC No No _ Y. Oty Amount Qty. Amount Qty ArttoiirUil SCHEDULE C-i, Drainage •r 15. 541. I ! I I. .40 Channel improvements � L.S. 6,000.00I L.S. I L.S. I 5,000.00 ( L.S. 6,000.(Nr.i r I i 1 r Subtotal C-1 I ' I i i I I I ' I i I I I i I I I , •i 11 i � I. I i 1 j I I � I f ! I I I � I t I I 1 1 � I i I , I � I i I i I I ! I I (/ CITY 01 RFN-FON • 01-PARTMk.N 1 OF ENGINEERING C\� MUNICIPAL BUILDING 200 MILL. AVF SOUTH. RENTON WA 96055. 235-2831 PROJECT_I t.B. - t.1.L \�,I4-u R.•;Id _ PROGRESS PAYMENT ESTIMATE NO. -- — -- - �,\�.-J3»-g2 UA5l:,\UF: SFPTIt. SERy UU, R1c. Clos.n Date 1'1-1-,yi Sheet L?ot� Contract No Contractor __ ___ ___ 9 iterr Bars Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TO GA e No 9e`er�phon Unit Un,t P'.ce Qty Qty -AnxKmt Qty. Amount Qtr Amount� SL?iM6Tjn%' MEET I , 1 i i I f I 962 3,66..2 0, TOTAL S�hedale A- i , 1 0TAI Saheduh• .\-2 + I'- (iafi !7,614.921 i 1 r 117 146.kf - r(RTAi. Schedule A-3 ( 1,4,848.17 i 1 iTn'rA1 st:HE.ncl.r. A 1,154,361.7R i 2,146,697.4N 1 r-)TAI. %, hedu le 8-1 17,64L931 249,R78.6� TOTAL Schedule*8-7 + Tax (Tat , lili Al. Schedule B-1 + ,lax 27,271.10) 387,982.7u i 10TA1. Schedule B-4 I 1 143,770.9r TOTAL Schedule B-5 ' 90,100,00 I i 7i�3A: 5CBEPl'LF. h f 3,O1A,369.i1 I fur,;. `+AFUL'I,F r 6,000.00 4,188,73n rn I I rl:;: Y.I:1.vI•:,' F. - 206,A10.13 f 86803204!Ftiti A`N K'11 fYF'�1-k':-I Y RA j , , . — I i 113.888 1 1 � sloe tu.hti Aster l.l!v + n fi r ' I � I ' i i I I i I i I i I i TO; Finance Department DATE:_ ' J FROM: Public Works Department SUBJECT: Progress Payment Contractor: Cascade Septic Service, Inc. Contract No.: CAG -034-82 Project: L.I.D. 314 Estimate No.: Amuunt previausl) paid Contractor: Amount due Contractor this estimate: 5 (to be paid from the following account.:) FUND PROGRAM Y BARS N 701 / .,141 15.541.30.00.00 701 319 15.541.40.00.00 ! .� 701 /?114 / 15,541.60.00.00 701 /314 / 15.534.30.00.00 (Water) 701 /314 / 15.534.40,00.00 (Sewer) Amount previously retained Amorat retained this estimate j (to be paid from the following accounts:) 01 /314 /15.541.30.00.00 101 /314 115.541.40.00.00 701 /314 /15.541.60.00.00 701 /314 /15.541.70.00.00 /314 / 15.534.30.00.00 (Water) 701 / 314/ 15.534.40.00.00 (Sewer! GRAND TOTAL § 4 a,x✓ ,,/y CHAHUR 116, LAWb OF ltiuo CITY OF RENTON CERTIFICATION IN•. uNerN faGx CD oe Nut\'/ cuT..♦ u�JN PI NPI I. fl \[RJURY. �N Ri iMr V,Ia N>t\ N1a1 •r[x ,uRhia N[D. IN[ \r tliClf lri�:?[R(D JY l Nf1R .l fl:R4ID R!DF l�R\!D Mt RIMY.,YD In\l DJ( nY0 UNI RED 0\taR TDR R 11N01 IM[ Glir of Rt NT NI• Na rNAr 1 Ga tli rY MYa\NiIUNa �fe YYIfY [O Mla afMwPi «••••v/„,�,1e�1t11�11i111it111111f11�111Nt1�t111ia1111 l .i V - M R ,.� CITY O{= RFN"TON • I)l:Pr1Kl 1i } NT OF ENGINI LRING • • MUNICIPAL BUILDING. P00 MILL AVE. SOUTH, RENTON. WA 98055 0 235-2831 PROJECT_L-_`2 '• ` {T4_ `1'C' ­_' 1"1 P""`I PROGRESS PAYMEN ESTIMATE NO.__ A -03 -82 CASCADE SEPTIC SERVICE INC. . Contract No O 4 _ Contractor .__ ._ Cl, ,g Oate Sheet-: Of !' It Bom Est. PREVIOUS TOTAL THIS ESTIMATE, TOTAL TO DATE De°f.nptrOn Unit Unrt -Est Ot . �_-- Y Y No NO � _Y Qt Amount 01 Amoun_ Qt Amou ' SCHEDULE A-1, Str<et 4 Dr ainape� �15. 1541. I I I 1 I. .30 Mobilization il..S. 50,000.00l L.S. 1 j j 7. .30 Clearine A Grubting -Ac. 1,400.00, 3 j 3. .30 Unc l..as if fed Excavation C.Y.! 2.001 7500 l4. ( .30 Unsuit ble Excavation C.Y. 3.00; 4000 j 5. � ?0 Rock Retaining Nall S.F. I 4.50: 500 j f 6. � .3u Settlement Platforms Ea. 55.00; 14 � I 7. , .30 Surcharge Excavation C.Y. 1.75,15000 1 j i8. i .30 Crushed Surfacing Top Course !TON 9.90 1317 14. 1 .30 Temporary Crushed Surfacing ! I Base Course -TON 10.00' 234 110. ' .40 Riprap ;TON I3.DDI 652 �I 1. I.30 Bank Run Crawl. Class 8 .,TON 3.00'63000 ' I I , 42. ; .30 Aspha't Treated Base 'TON 23.40' 1885 I �; �13. 1.30 Asphalt Concrete Pavement i I Class B 'TON 24.30 5827 14. .30 Tneldental Asphalt Concrete -TON 45.101 ?73 I 11 A )5. ;.40 Cement Concrete Curb and t Gutter, Type A L.F. 4.20 ;10972 - 46. .60 Cement Concrete Driveway i (6" thick) S.Y. 15.40 495 17. 1.60 Cement Concrete Sidewalk i (4" thick) S.Y. 9.50 2337 .. , 18. 1.60 ?aint Striping L.F. .04 .14878 .1p, ,c F9. I.60 Thermoplastic Crosswalk T..F. 2.10 237 20. .60 Thermoplastic Stop Bar )..F. 2.10 70 21. !.60 Thermop_ast lc Traffic Arrows Ea. 63.00 ' 76 P2• '.60 Therm)rlastic Letter Ea. 31.50 . 20 �3. Deleted i 74. .60 Lane Marker Type I Ea. 1.58 35 �5. .60 Lane Marker Type 2 Ea. 2.63 12 26. .60 9-314 inr4 (124D) Plastic ' Traffic Buttons 'Ea. 10.25 . 278 ' 1 27. 00 Seeding, Fertilizing and - `CC` I Mulching At. 900.00 2 t S. 1.30 Monuments Ea. 125.00 2 IIR9. ;.40 Adjust Existing Catch Basin i I to Grade Ea. 75.00. 3 �. �.30 Adjusting F.xlstf-gig Manhole to ( Grade Ea. 75.00 15 01. 1.30 Adjust Existing Valve Chamber i } to Grade Ea. 75.00 6 { r 1 i�3. 2. 1.30 Asphalt Concrete Pavement 1 Fa tch S.v. 14.00 570 .30 Finish and Clean Up T..S. 20.000.00 L.S. } 64. 'AC Private Property Restoration L.S. 15,000.00 L.S. 1 a5. 1.40 12-inch Diameter Storm Drain I Pipe L.P. 11.-, 1573 36. 1.1.0 15-inch Diameter Storm Drain Pipe I..P. 14.10 256 137. .40 1 21-inch Df aox:cer Storm Drain Pipe L.F. 19 DO 648 - 138. .40 24-inch Diameter Storm Drain i t �I Pipe L.F. 20.50 404 1 _ 69. 1.40 30-inch Diameter Storm Drain I ! ipe �L.F. 32.40 1 531 - 1 � I I 1 1 I 1 I CITY OF RFNTON • DEPART MF.NT OF ENGINEERING •f��• MUNICIPAL BUILDING, 200 MILL AVE SOUTt1. RENTON. WA 98055. 235-2631 PROJFC TI.,I.T!• 0314 - Bast tall cy_Suad PROGRESS PAY ME NT ESTIMATE NO.- Contract No c:Af,-G34-A2 Contractor -. - C A9I_SETZIL_SFHVICE..-LNG..- CI�'ng Date_... Sheet_ ./I __. it n Bares Est (}PREVIOUS TOTAL THIS ESTIMATE TOTAL TO DATE No NO n,AIr",ption UnitlUnit P„c.' 0tv 1 51y Amount Oty. Amount Oty Amount SCHEDULE. A-1, Street 6 Drainage 115. 541. ,40. .40 36-inch Diameter Storm Drain Pipe L.F. 47.50 1647 I , 141. .40 48-inch Diameter Storm Drain 1 I Pipe L.F. 82.00' 2<21 1,42. I .40 Bnnk Run Gravel, Class B (Trench) .'WS 3.501 837 43. 1 .40 ICatL" Basin Type I-C Ea. 525.00, 70 I 4. 1 .40 Catch Basin Type II-C, IEa. i,200.00, 7 ! 145. .40 Btor,: :,a.^.hote, Diameter 54- � I i inch 'Ea, 1,500.01` 9 '46. .40 Storm Manhole, Diameter 60- - inch �E.a. 1.8n0.011 II 47. .40 Storm Manhole, Diameter 72- inch !Ea. 2.000.00 148. 1 Extra Depth Catch Basin Type 11-C V.F. 95.00 49. 1 .40 Extra Dept Manhole (54-inch Diameter) ',V.F. II -..nO Ki I .50. ; .40 Extra Depth `Sanhnle (60-inch I Diameter) V.F. 150.00; 49 1 ',51. ' .40 Extra Depth Manhole (72-inch Diameter) V.F. 200.00 11) 1 .52. ; Deleted I i 53. �.40 Trash Rack Ea. 250.00 6 : .41 A. .40 48" 0 90' Bends Plus Trash I ! Rack s.... 1.925.00. 2 I 54. .30 Compensation for Grading I I 1 Resulting from Deletion of 7 1 Item 07 'Ills. 19,620.00 I_S. { r k5. 1.40 Foundation Hater. TON 9.'o 3200 ! 156. J:O Pipe Bedding Material TON 8.00, 2000 '57. .,1 Cold Mix TON 60.00 50 j 58. .30 Remove Curb S Gutter ,L.F. 4.00, 59. .40 21" z 12" Tee ,EA. 171.33 1.0i I ' 60. 1 .40 30" Bend L.S. 1,850.06 L.S. i61. � .70 Bark ;C.Y. 12.00: C.Y. 162. � ,60 Concrete Extra Def'h C.Y. 85.50 C.Y. I I'63. .60 High Early Concrete C.Y. 3.50 L.V. ! I I I I I � I , I 1 I I i I I ' I i .vt`. JTntjl i 0'�, CIT'Y" Of: R! ti fC)w • [)FPAKT�IFNf t)t= F 'vC;INf-.ERI . G WIUNICIPAL BUILDING. 200 MILL AVE SOUTH RtNION WA 96055e23's 2631 PROJECT, 1..1"" - t: + I'^ F'f7pf RF SS PAV ME NT ESTIMATE h0._.- I".r+. .:� r:•rr - fhrsro<• Date-._ Sheet 3 of l_ Contract Nc -_._rA(_�4_%- _- Contr.tc!�++ -- � Ir>Rf V 1ULJ TOTAL THIS ESTIMATE TOTAL TO DATE the EIOr; _ ' -- - - - -- No No Dn•.rr•p t+on u++.t u•+ t I' + . , qtr fJ, n -•otnt I Oty Amount Oty -Ar<wunt T- SCMED06E A-2, Yater 1 1.1 .30 Bank R.n C.ravrl, fla•., s � I 2.1 (Tren<h) ' 2.+ .30 Foan!f.+t . n M,tterial ' + 3.1 .30 12-inch Ductile Iron W.P. r i '"N' s,2 t '..: .70 � 10-inch Dvct l:e iron u.-r. i I Ma1n. (saes 52, Mechant. +, + tint 23.inr 5.I.30 6-Inch Puerile Iron W to-r I Main, Mtchanical t 'nt 1 including Shackle 6. 30 Cement Concrete Thrust Blocking .". :"11), 46.5 7. 30 3/4-inch Shackle Rods i..F, 1.50 1,600 ; f. I.IO 12-inth x 6-into W+�r Tap 1,300.00 I '. 9. i.t0 12-lochs 10-inch • Tap t:,. . 1,750.00 6 10. '•30 Reconnect Existing Service "Ea. 300.00 9 11. ',.30 Retap Existing Service Ea. 450.00 3 12. ''30 Extra Fittings Lb. 0.75 � 2,500 + 13. ,.JO 10-inch Cate Valve ,F.a. 550.00 6 i14. �.30 12-Such rate Valve, M/gypdflA. ' u/Vault Ea. I,f,00.00 4 15. 1.30 (Valve Harker 3a. 35.00 12 . 16. 130 Adjust Valve 8nx, including Valve Operating Hut Frtenslon Ea. 100.00 1 + + I7. ,.JO Hydrant Assembly. Type A Fa. I,i00.00 ]0 - 18. t.30 Hydrant AAaumb]y, Type R-1 En. 1,354 0t1 1 ! 19. 1.30 }tydra.^.0 Assembly. Type a-2 ,En. 1.3;0.70 10. JO Guard POALe F.a, ';.00 7s , 21. .30 Hydrant Vertical Fxtenefon V.11. 200.00 22. .30 Temporary 2-inch 81 ov-Off "Assembly Ea, 250.00 i1 r + I i i ' Subtotal i H.S.S.T. 7.0% + li.S.S.T. 6.5! ! TOTAL SCMEPULE A-2 t I i I I i I i j i + � I i j r i I j I i t ' j I i � CITY OI s DI:PARTNILNT OI 1 NGINEERING • • MUNICIPAI -LI AVE SOL)Tt1. RENTON WA 980550235- 2631 PROJEC T..I,•i O, a114 - f^180GRf.SS f1AVMENT ESTIMATE NO._..- Contract No ._.cA+ -0)LO-82 Cc),teactor " LYG Chrrny Date _._ Sheet i of l,= It Bar; ' 't "aus TOTAL TH75 E m5TIMATE TOT TO DATE No 9e• pt10n IUnrt�U' ..• c�'I t�' , 'J' : A ,u"! Qty Aount QtyAL ArtWon, SCHEDILLE_A-3, Illuminatiom 15.�541. { ! I I 1. .60 C+mdult Trench and Backfill IL.F. 1 .20 500 2. .69 Bank Run Craves Class 8 1 (Trench) .TONS ' +.50- 100 3. .60 light Pole Foundation EACH 414,00 17 - 1 4.[60 Service Cabinet Foundation EACH 435.G0 ' 2 5. 60 Aluminum Pole, 40-font I • j ! Mounting Height ;EACH 1,295.30 : 17 6. .60 LID luminaires, 250 Watt, Furnish and install EACH 254.40 17 ' 7.%60 Conduit. Schedule 4C, 1-1/1 I inch Diameter 'I.,F. 1.00 : 11150 I 8. i.60 Conduit, Schelule 40. 2-inch ' Diameter 1_A, 1.40 4,195 9. '.60 Conduit, Schedule 80, 2-loch ' I Diameter 7-.F. 2,50 1C0 ' I f 10, '.60 Design R fum'ti„n Bnx EACH 149.10 , lh • ll, '.60 Design Intermediate Junctlon I Row .EACH 280.90 12. .60 Conductor - Illumination, No. 8AWG 466AG " 3,5: 13. .60 Rare Ground Wire, No, IOAWG L,t- i.6 14. .60 Fuse Kits lnrH 30.30 . 34 I 15. 1.60 Service/Control Cabinet, - I 7Yne D 3,075.0I '. 7. � 1 ' 16. .60 Utility Trench 6 Barkfill, 24" wide 48" deep 7..F. 7.09 7,974 � 17. r.60 Utility Trench b Backffll - Street Crossing - 24" '1.!. , j 48" deep I_I'. 1.50 1,676 118. .60 Utility Vault Excavation, 4' wide X 6' long X 3'6" do.•., BA"H 56.00 26 I , 19. .60 Utility Vault Excavation, I ' wide, X 6' long X 5'C" deep'EACH 90.00 2 i 20. .60 Utility Vault Excavation. S'wide X 7' long X 7'2" deep EACH 120.00 1 I , j21. I160 ItIlity Vault Excavation, I7 'side X 8' long X 3'6" deep EACH 50.00 1 ' I i .22. .6C tility Vault Excavation, I 'side X 9' long X 7'2" deep EACH 133.50 9 !23. i160 tility Vault Excavation, EACH '8" wide X 11'2" long X 7'2" eep 'FACH 180.00 1 j I j24. 1,60 'tility Vault Excavation, 8' 1 lde X 13'1" long X 8'7" deep EACH "S.00 2 125. i.60 Pavement Removal S.Y. 20.00 ' A 126. 1.60 Redding Material TON 8.00 127. !.60 Concrete for Pipe protection C.Y. 90.00 1 I 128. 1.60 Concrete Pad for Street Light $.Y. 9.50 � _ •- 29, i.60 Conductor, Illumination M12 AMG , KEE 573.40 1.0 I I i 1 I ' 1 I j I Subtotal A-0 - I I I I I I i I I I CITY OF REN fON • f)Ef;�R"TMf.N"T Of ENGINEERING ♦ �• MUNICIPAL BUILDINCi '.'C30 MILL. AVE SOUTH. RENTON WA 98055* 235-2631 r ��. '• ` � PROJEC T''_I•_n. 1314 _ Fart Vallcv k• J PROGRESS PAYMENT ESTIMATE NO._._ cAG-034-82 Contractor en5�_Aop. ;r_II�r; s.lu". Ir.r.._ INC._ ____ Clos,ng Date_ Sheet 5 of l2 Cpn,.ract NO.__ 30 TAL THIS ESTIMATE TOTAL TO DATE It Bar: pn,gr pHOn iU � t �Unrt P ��•�,.. C�tr r 1y I F\ ,ount Qty Amount Qty. Amount i I i SCHEDULE B-I Street A No No Drains 15. 541. i I, I .30 mobilization 1-.S.! 50,000.00 L.S. I Ac. i I 2. .30 Clearing and Grubbin9 ,400.0p 13 ! I 3. .30 Unclassified Excavation C.Y. 3.oq 300 4. .30 Unsuitable Excavation C.Y. 1300 f 5. .40 Culvert Excavation at S.W. I I z7th St.!Springbrook Creek C.Y. { '000 6. I .70 Rock Retaining Wall S.F. ! .''`i 500 7. I .30 Settlement Platforms j Ea. S. .30 Surcharge Excavation G.Y. - 1" n -,n n•0 ., I 19. .30 rushed Surfacing Top Course 'TON I 14.`11I 4078 i 10. .30 remporary Crushed Surfacing I lase Course ITON 10.00 100 I i I11. � .40, tip Rap TON 13.00, 29 112. i .30 lank Run Gravel Class B ;TON 3.00 180.000 13. 1 .30 ksphalt Treated [lase TON 23.40. 6814 i14. j .JO Asphalt Concrete Pavement, 111 I Class B TON 24.30 11,5721 i '15. I .30 Incidental Asphalt Concrete TON 45.10, 185 116. I .40 xtruded Cement Concrete Curb L.F. 3.00. 201 i 1 ;17. .4Q went Concrete Curb and i utter, Type A L.F. 4.20I18,745 AA, I .60 ,sweat Concrete Privevay I 1 I I 6" thick) 'S.Y. 15.40, 31 j 119. I .60 ement Concrete Sidewalk 4" thick) S.Y. 9.50' 1352 / 12D. i .60 aint Striping I..F. .04125,671 121. ( .60 lbermp hermoplastic Crosswalk L.F. 2.10 595 I 122. i .60 last lc Stop Bar T..F. 2.16 214 /-• 123. II1 .60 Yhermoplastic Traffic Arrows ' Ea. 63.00I 99 i 124. .60 hermoplastic Letter Ea. 31.50 49 1 i i25. eleted I �26. .60 .ane marker Type 1 Ea. 1.58, 446 I 27. � .60 ane Harker Type 2 P.a. 2.63 154 i 1 i28. .60 3/4 In (1250, Plastic 3tatfic, uttong P.A. 10.25 684 129. 1 .70 ecdi,g, Fertilizing and inching Ac. 900.00 I i I30. 30 onumen is Ea. 125.00 13 31. .40 lemove Springbrook Creek inverts and Divert Creuk IL.S. 5,000.00i L.S. 132. .30 Adjust Existing manhole to ' I I rade Ea. 75.00 8 133. ( .3' Adjust Existing Valve Cha fiber o Grade �'Fa. 75.00i 4 134. � .30 sphalt Concrete Pavement PatcR S.Y. 14.001 905 I35. I .30 intsh and Clean Up IL.S. 20,000.OD1 L.S. I36. 30 Hvate Property Restoration lt..s. 15,000.00! V.S. I I 37. �.40 inch Diameter Storm Drain tpe L.F. 10.501 258 38. 1 .40 12 inch Diameter Storm Drain 1pe 'L.F. I1.401 1774 139. ' .40 5 Inch Diameter Storm Drain Pipe L.F. 14.10j 144 �O. .40 18 in Diameter Storm Drain Pipe ;L.F. 18.00, 167A i i I i i .�..��. CITY 01= R1 \ ION • IN'PARTMI. NT Ot= LNGINEERING MUNICIPAL BUILDING 200 MILL AVE. SOUTH RENTON. WA 98055. 235.2631 PROJE CTE-T•P• °314 - I_.iv! :'.,I I._y 4o;,d PROGRESS PAYMENT ESTIMATE NO.�,_ Cont•acl No CAr,-01.-81 Cont.a=_tor _ f''r �"" .I I'I lr" ;;3:KF 1f�„_1NS:�__.__ Clo9�ny Date Sheet y_oi `F?RE VIO US TOTAL THIS ESTIMATE TOTAL TO DATE + Est _ 77 _ I Wit' !3 w.t•iptlOn QlY ply An Oust Qty, Amount Qty� C1IFDLLE B-_(,Street 6 Drainage' 1 t5. 541. i 41.1 .40 21 inch Diameter Storm Drain n,(,0 1 1T96 Pipe 1 42. .40 24 inch Diameter Sturm Drain I ! pfPe I 20.50' 1531 43.1 .40 27 inch Diameter Storm Drain .. I Pipe 1..F, 100J)7 6 r j 44.I .4060 loch Diameter Storm Drain Pipe L.F, 130.00, 2915 I 1 1 45.- .40 128 Inch x 83 inch Corrugated.' Steel Pipe Arch L.F. 137.00 228 I i 46.� .40 Bank Run Gravel, Class 3 f (Tre ch) '!'ON 3.50 1472 47.1 .40 Catch Basin Type I-C j FA. 525.00 82 _ 1 48.1 .40 Catch Basin Type It-C Ea. 1,200.On 22 49.1 .40 Storm Manhnlc, DL eter 54 in, Ea. 1,500.00 16 � SO.r ,40 Storm Manhole, '- nter 96 Sn; Ea. 7,870.00 8 51., .40 Storm Manhole .ana!t er 144 in Ex. 15,400.00; 1 � t 52.' .40 Extra Depth gate Rasin Type IT-C V.F. 95.00 t0 - I ! 57.' .40 Extra Depth Manhole, 54 In. Diameter V F. 115.00 16 1 54. '.40 Extra Depth Manhole, 96 In. Diameter V.F. 100.00, 44 - 55.�.40 Extra Depth Manhole, 144 in. I Diameter V.F. 400.00, 4 I -" 56. .40 Traeh Rack Ea. 250.00 5 57. ..60 Beam Guard Rail Type I L.F, 18.40 158 1 162. 1.30 Cold Mix TOY 60.00 75 63. .40 Foundation Material Ton 9.50, 3$00 - t i 64. .40 Pipe Bedding Material ' TtxJ 8.00 2500 1 65. .30 Special Handling in Placinp Surcharge C.Y. 1.01 SSW r, 66. .40 Conflicts with Utilities on S.H. 16th Street L.S. 5.000.00 L.S. 67,,,40 lCross at S.W. 16th d Talbot (Avenue S.W. C.S. 209.29- L.S. ; ' 68.� .•n Extra Work on 60" Storm Sewer t 69. �Coredritl 60" Storm Sewer ! ' 70.!.60 Concrete Extra Depth C.Y. 85.50 C.Y. - f 71. .60 Sigh Early Concrete .;.Y. 3.50 C.Y. I ' 72. i.40 Adjust Curb Radii L.S. 460.36 L.S. .40 Storm Conflict. S.W. 27th St. L.S. 936,74 L.S. . 1.30 Saw Cutting L.F. .67 L.F. 75. 40 Relocate CB L.S. 370.S2 L.S. � 76. �,20 Relocate Syd't L.S. 175.95 I .S. I ' I Subtotal B-1 I i i - crrti' oi tzE Dt.i3AK1 ME- N r OF F!vc;iyr.EttI c ♦ �\♦ MUNICIPAL UUILOINi. AVE :ipL'1H. 14ENTON WA 98055♦ 235.2631 J / / � V r'=•.\'1•�, PROJECT '-•1_I'• `' I PROGRESS PAYMENT ESTIMATE NO -- Contract No CAG-034-82__._ Co„v acto• . SLi':LLL;jUVZCE_INL'- Clos.nq Date_.... Shmel?Of 1i _ _ - - " E I t 51 :' t IOUSTOTAL THIS ESTIMATE TOTAL TO DATE It 80t;� - ------���--- D .« D U nt u•, r F'•'<• j Qly Amount OttyAmount Ory noun' P r tlOn A' fJo No -- .. cCRPDULE B-2, Wa[er � I I5. 534. j f 1.1 .10 Bank Run fravu„ f.Lass R - i 1 f ':rench) T,•: 7.50 466 - 1 4 2.� .30 ' Foundat0n Material o.50' 700 1 i 3. .JO I.- inch Ductile iron Water main, Class 52, TVton Joint i .P, 20.50, 6155 4. .30 •10 in:h Ductile /ron Water Main, Class i2, Mechanical - .Joint C.F. 21.i0 897 1. .30 6 inch Ductile iron Water Main, Class 52, Mechanical Joint, including Shackle Rods L.' . 20.00 190 , 6.1 .30 Cement Concrete Thrustill•.cMnp Y. 80.001 LIS j 7. .30 3/4 inch Shackc Rod I L.F. 1.50 3700 2 8.1 .30 1:' inch x 6 inch Wet Tap Ea. 1,U10.00. 9.1 .30 12 inch x 10 Inch Wet Tap Ea. i,750.a0 1 10.1 .30 16 inch x 10 inch Wet Tap Ea. 2,200.00 2 j I 1 11.�i .30 Reconnect Existing Service Ea. 300.00' 3 i I 12. .30 Retap Existing Service Ea. 450.00, 4 I 13.1 .30 Extra Fittings I.b. .75I10.000 1 14. .3, 10 inch Gate Valve Ea. 550.00 22 I 15. .30 12 Inch Gate Valve. With I Bypass, With Vault Ea. 1,400.00: 11 ' Ea. I6.I.30 Valve Marker 35.00, 27 ; 17., .10 Adjust Valve Box, includ ink ; Valve Operating Nut Extension Ea, 100.00' 12 18.,.30 Hydrant Assembly. Type A i Ea. 1,300.00 15 i 19.1.30 Hydrant Assembly, Type B-I '.a. 1.350.90 2 120.I.30 Hydrant Assembly. Type 8-2 Ea. 1,350.00 7 121. .30 Cuard Posts i-a. 50.001 54 1 j 22. .30 Hydrant Vertleat Extension V.F. 200.00 ' 15 23. .30 Temporary 2 Iiwh Blow-Off Assembly ! Ea. 250.00 , 33 Subtotal ! W•S."..T. 8.1% W.S.S.T. 7."g I a.S.S.T. 6.5Y Material Hand TOTAL SCHEDULE B-2 - I I LA I I I i I I � i ; � I iII L � r Of RI NTON • DI PAR I'MENT OF ENGINEERING • • MUNICIPAL BUILDING. POO Mh_t. AVE SOUTH. RENTON. WA 98055. 235-2531 PROJEC L•I,b. #314_- East l'al Icy Road PROGRESS PAYMENT Eb7IMATE NO Contract No _ ([AG-034-82 Contractor +�15CADF. SBPT[C SEkV ICt., Clos,ng Date___— Sheet B of l2 Est rPRE VIOLS TOTAL TttIS ESTIMATE TOTAL TO GATE +Jo r'rp}IOn �r rt iUn, P ,c r• ty i _Qtr Q+y Amount Oty. Amount Qty. Amount SCMEDDLE 8-3, Sanitary Sewers ! I ++ 1. i,40 6 inch Diameter Sanitary Sewer Pipe L.F. 18.00. 419 2, 1.40 8 inch Diameter Saa-tary Sewer Pipe L.F. 24.00 1116 ! ✓.� )I !� ) I 3. 1.40 15 inch Diameter Sanitary Sewer P.pe L.f. ?R.nn 1177 4.1.40 18 inch Diameter Sanitary ! Sewer Pipe 1,.F. 33.00 1116 5. .40 8 inch Ductile Iron Class 52 Force Main L.F. ; 20.Oq 123 r 6. '.40 Extra Depth Trench Excavation + I (12 feet-I6 feet) L.F. , 2.0(1 982 7. '.40 Bank Run Gravel, Class B (Trench) TO% 3,50 527 8. !.40 Pipe Bedding Materi.i Tl+S 6.od 1467 j 9. �.40 Foundation Material ION 9.50 400 j 10. %40 Sanitary Sewer Manhole, Bast,, I48 Inch Diameter r::+. 1,400.00 14 t1 11. .40 Extra Depth Sanitary Sever Manhole V.Y. W00 53 12. .40 Connect to Existing Manhole Ea. 1,000.0d 3 - 13.,.40 Sanitary Sewer Lift Station L.S. 104,000.00 14. ;.40 Emergency Power Generator L.S. 15,OtM.00 L.S. i 15.1 .40 Additional Axle for Generaltor L.S. 411.76 L.S, 76. .40 Relayinq A Repair to Buried I phone Gable ConflictiLn j with Sewer. I L.S. 9,266.58j 17,!1,40 Kino Cleaners Side Sewer L.S. I �1 j r I I! I 1 , I I I 4 j ! i ; 1 � I I ! I 1 Subtotal rg W.S,S.T. 7.0" W.S.S.T. 6,5 {I I tOTAL SCHEDULE 8-3 I ( + j 10 1 • MUNICIPAL BVtI -> .>, Ili PA RI MI N 1 OI LNGINEERING MILL AVF SGl3ftt, Rf NTON NSA 90055e 235-2631 PROJECT'..LD. s31_s "..._,• t'pr vn:r.i PROGRESS PAYMENT ESTIMATE NO Contract No _t-�`-�334^82 Contr r. 1p. r �'+r 1DE Stpric SERVt4f, 15rIf Bar- , -_-- Clos nq Date Sheet 2of 11 - T4. 0't { Ptlon V T ;Ur•,t P""J Est j�FVIQUS TOTAL THIS ESTIMATE Qty - E TOTAL TO DATE . ._._+- --i-=�,-`_�:�.: .�.-a..- '.QtY A•nount Qty Amount SG3tE9LT.E R b, Ill.sfnatfnn E '-�. - -- - Qty Amount 1 ( i Conduit Trench and Rackfflt („F, 55 1055 fttnit fB,n rravet Class A ! • i , . . . r (Trench) s 3.=>O{ 1500 [ 1 LlRht Pole F<.Lndat inn TON Ea. 414.50; 4y I Service (:abtnrt fnrndatirn ! • 435,00 3 !!! A taminom Paie,Ing 1Rlgbt , - rAlumSrnrw Pale, 40 font Ing 11eIght 7,: .f1) LID Lueiwlree. 250 Watt, - Furnish and inatalt 1 Fa. r 255.00 11 I !8- -40 LID Luminaires, 150 Watt, 1 Furnish aM Install r Fa. 210,00 37 i i 9.' .60 Conduit. Schedule 40. 111 f 1..F. 1.00 1290 I0. .60 Cotfdul[, StMdule 40. 1 In. Diameter - I1. .60 Candaft, Schedule g0, T� 1n, 1,40 7355� - r L.F. 1.80 I I t10 12.: •((J C,rntdafi. Stlr:duln g0, 2 inch Dlemeier - 13.' .6U L.F. 2.50' 210 OcelRn R lunction 6rnt E t i 14.. .64 DeefRn tntereed late a. 150.00 57 tumt lrm ` £a. 2g 00 0. 4 I S.I .60 goa Conductor - Iiluminatlmt, gAfR; 465.M 16. DatetedK, F. 13,OA ) 17.. .60 Fuse Rite 18, .60 Fn, 3G.V, gA - Servfee/ConC rnl Cabfna,Typ,0 Ea. 19. .6o Ctflfty Trench 4 Ratk -•900•�O 1 - I wide, 36" de" fill 24` 20. L,F. I.crl r q-7 I .60 Utility Yault [scaaat luw, 4' - IN 6' 1• 11! 1 3.6w d 1 t te0 Ea. 56.70 r 21. .60 "lit it lty Vault F.aeevetian. S. ) i 1 91 1119 1 7.2- deep VaaIt E ra• 1 ' 22. _60 Ct1IIt/ gt 133.r?1 s aravatl , T'6^ r vide z 1'. 1119 1 2'8s deep 23. .60 Pavement Removal I5•M3 ` ! , 24. Crmdait. Schedule W. Diameter 3 inch r ?5•' •60 Concrete for Pi Grot 1 F, r Pe ection C.Y. pC.ry) 26_60 , Pea travel Sending TON' 77.; .60 ! Foundation 4'z6'z5'6" {Puget Purer) 79. .'60 i Utility Yault el. -- tut r i � -60 Utility Vsuh ex. 8'x13'1• r ' r 30•'.FA Move Street Light r Wfres Il.i .fA Concre P A.S. I Li rite Pad for Street Oh 9 3.Y. 32.1,60ICO"duCtor. r Jiluninsfftln 012 AW: '�F I I 4%i,4ll 1 i r , ( I I • ! �Md terlal on Har'1 f i r hubTOtal B-b C'IT1 0I IZI \1I N T OI I NGINLL- f :NG •( �e MUNIC4 Al- BUrt.D r+, I Avf -- ., r t+ ttf.N ION WA 98055e 235,2631 PROJECTr-a../FAF NT ESTIMATE NO _ - -_ ,,TAL. THIS ESTIMATE TOTAL TO GATE Q!y Amount Qty A+rlan+t NO NO SCtgp91.'1.[ thi. Tretf lc 51►,aai - p 15.1541. ' 1 1.' M Traffic 1016neA, Lind Aven.w j S.Y. ;titb Street .. . 11 4 ( 1 I� SuAt oral E-5 t f i' I 1 I � � t 1 I 1 a e 1 j ' I i . I 1 r ! t i i CIT'1" OF RLN TON • DIARTMFNT 01: ENGINEERING •{ r • MUNICIPAL UU1LDtWC . 200 MILL. AVE' SOUTti. Pt NTON WA 98055. 235'2631 PROJECTl..LS2._.4]1.4--- Fast Valle7r-Uu1 PROGRESS PAYMENT ESTIMATE NO. Contract No GC-03i-S: Contractor,CAS([ADE SP.►]'IC SFt{Y[{F.i5C` Clos,ng Date Sheetjj_Oti2 .r h Bars Est PREVIOUS TOTAL THIS ESTIMATE TOTAL TdCATC NO �' Q�'Cnp}iOn Vrvt Un"t PrK(. Oty. Oty Amount Qty Amount Oty Arn W SCREDULT [-1. DratnaRe .r IS. 541. i 1. .40 Channel lmprovesmts 1..5.1 6,000.00� 1 4 1 1 i i Subtotrl " 1 i f � , I t CITE' OF RFNTON • DI-TART'MI N I OF LNGINF-.ERING •i �• MUNICIPAL BUILDING 200 MILL AVE SOUTtt. RENION WA 99O55e235-2631 PROJECT.`-t.D. '_+'+' t'?t l.;•_F=e_!_ __ PROGRESS PAYMENT LSTI'NAT£ NO .�3,.„H2 ' i&+P+t: St:P'ric SFRVfr_F„ 1-if _ Ckn q Date Shrett=ot4d- Contract No _ _ Contractor __.._.,.._.— -- --- — N Bars Est PREVIOUS 70TAL iti'5 ESTIMATE TOTAL ATOrre DATE No No .�o`5r-ptrpn Unet {Umt Pate Oty 1 Qty Amounr Oty Ama:nt Q+ �_ 1 SEdNATI(Ah SHEET r 1 i I 1 r 1 TOTAL. Schedule A-1 TOTAL Schedule A-2 + Tar. (TA 1 TOTAL Sehed le A-) TOTAL 501EDULE A i { TOTAL Schedule 1-1 I I � { TOTAL. Schedule R-2 + Tax fTa> TOTAi. Schedule 9-3 + Tax (Tay ) { I TOTAt, Schedule S-A ` TOTAL Schedule 5-5 S t--^-- j TOTAt SCNEDt:'LP. 6 IOTAL SCHEDULE C r I TOTAL. STD A + S + C I i i LESS St RETAINAGE i r 1 r I 1 jLESS AlWNT PREVIOUSLY #AID AMOVICT D41h THIS F.STiMATII - + r I ' r { +tia[ludes Materials on Hand t t 1 I 1 I { i i I i I i +� f 1 1 t r 1 • 1 i 1 »; BU .,',Tu ILDE 07r 0[ln .. _ Rugiftyy.0[t s. �.. ro to f RIRq(f•R<1CR 004 A. 1RY .)wit ! WNI oro,.. �nIOVV -_ M Ci2N T" luTA, r lINSPECTORS DAILY REPORT Engineering 0"4r>wrnt City of fynton 7TWTOR DATE: F WEATHER: SCHEOLLE A e . �xr�t ion.1 �._ nit Q11�nt1 Rw4rki _. W I MSPECTORS UAI EY REPUF"T Engineering Oeperternt City of Renton CCTt i. . : OAIE: §Rs�rds- K( TRACTOR: .. eEATRER: SCHEDULE IC Item No. Oeur!ptIon Urit anti tv Realerks ®�•'�.�1Retmrks 11 INSPECTOR$ DAILY RIXORT Engineering Oapartwnt City of Fenton ECT: GATE: _ 1 NACiUN: s-ATKR: ktiE Du LE 4V � 1 le Item No. Dewrl on UMIT QuantityRemarks M DAILY INSPECTION DIARY WORK pMoo_._.:� to_..�:�. *mm MD.._...__..__._.. "Urmaa.—+s.—Ttm. wa _'r wr T'r .�Eon�r�nar glMtlaMaA ANo C"M OF .910000Kk "Aft*Y o .-. "Aim tou"I"T ON"m4cr,.� lY 0lMj M 1!Y Crntractor 51Suture: �y sl i — +iTbiTif'iiiTiiiiTii7�'G: r SCHEOULEJS \; DAILY 'NSPECTI(h DIARY DA) DATE: PERItIDI . WEATHER: TEMP, 4AX REPORT 0 WIRY' ACCOMPLISHt.D TIVAY. PRFClPfTAT14)4, : -4- DA4: ��� ice■ � .• , . .. ��� t __ ` � �_� ���� �� ��� � ��_ ���� �� �_ __ � �_ �� ��� ��� _ ��� �� �� r .. 0--- ikSPECT%)RS DAILY REPORT Engi nearing D"rtemnt City of Rontcn ECT: L 1, Vie,' X1t'. DATE: TRACTOR: MEATIER; ._ SCHEDULE JR 10 item No. Descri tlon Unit Quantity Remarks r � IRSPEGTORS UAILY REPORT Enpinwriny paparrw nt City of Renton ECT: -1 . DATE: . . TRACTOR:__ f1^f, _ WEATHER: e �.. SCREDULE 06 I 10 Item No. DeHcri tlon Unit Quantityl Remarks i r � INSPECTORS DAILY REPORT Enginesriny Du{�artwsnt Ctty Of R�ntun ROJECT: SATE: GONTRAC"1R; of AT nE a:^— — !.7 I*ems. N: r ,. ,,rJ Qunnt i t, µennrhs —art_ A G i 4 r28-L43 Q4„ SCR,•- p,P6 @-I �-7 93 `55 ,a 77 y% - 4 G d3 rP� ro /o r75 — /J55 • " �Sr't� 4• `/4 0 /Ga` 34 t7o 58,0 Mr4E 43, o /48J, o le" srar�, R-/ ?3r3o fc� e�64. CD 35 -ib .. 33r93 / 25 0 4-7 a 39r90 ro 35ro-9 b'> o 3 S+b 7 ra ric"sv n+N 5, ADW.9 P,v6 ry ijei b err dAvaT raN ro 9} 9a.o nt _4 4 2�0 ti Cam' DO f� F. ArN i ro rro� 0 66 EL 't f, ,szs NI. N<, BUILDERS ROCK ire 53158 LYN I VNNW00o IN WR WO:N� M72S1 107-31N 691773b YIN I "WIN OTv M ROCIt ONt Y•N W !AY . V�-7 4 S MAN w RP R"V f�( -_mo /A) .p. . .� ZIPV PIT RUN f �� 165 GROSS.... -- - uReENww US TARE. - Qq...A"p. LOS.NET_ .___.__ — -. ;/2 1 TA1t DRIVER f / CAW O CIMMIi C7 ""rrKK KK t R INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: DATE: / i/ CONTRACTOR: WEATHER: fli0 Item No. l'aticr l-t L,, I'n i! ;ud�titv Rp rk5 I INSPECTOR DA10 REPORT Engineering Department City of Renton r PROJECT: DATE: CONT;WTOR: eEATMER: 9io Item No. Uni' `uontit �,..r w i i �i 1 1 L INSPECTORS DAILY REPORT Engineer ing Lepartment City of Renton PROJECT: DATE: 3 CONTRACTOR: WEATHER: SCHECUL64'a� r HIE Item No. Descrl tlon unIt Quantity Remarks Ai4 µ4 E 1 /1 Nh L 3— r� N L/ 10y J -- 4 6 zi zo ner .1 r f - 0 INSPECTORS DAILY REPORT Engineering Oepartment City of Renton PROJECT: DATE: IZA /S i CONTRACTCR: WEATHER: 6 T— SCHEDULEJe� Dlo Item No. Description Unit Q4an+-ity Remarks ...,..t ►�i5 .CM / . /.a J D L S dS v -3 L L S V C INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: DATE: ,. . '. CONTRACTOR: WEATHER: a"1!ECY:.E A 611 item No. :u.mtiTyl RernrKr I INSPECTORS DAIL' REPW Enginowring Drpart.&nt Clty of Renton PROJECT; DATE:; ,;------------- SCHEDULE A l'SCfi•..� �.� �.__, ___ Dn' \a� i INSPECTORS DAiEy REPORT Engineering Department Clty of Renton PROJECT: DATE: . CONTRACTOR: WEATHER: SCNEMILE A Unit Lenr Rnm.xh+ — I _ i INSPECTORS DAILY REPORT Fnglneering Department Clty of Renton PROJECT: - DATE: Imo'- 7 CONTRACTOR: WEATHER: S HECIPLE A i+ia Item No, Ces:rlptior. UnI Qu3mlltyl Remarks 1 INSPECTORS DAILY REPORT ENlneering Department CIty of Renton PROJECT: a DATE: 1 CONTRACTOR: . _. WEATHER: SCNENU A D18 ilw 4;, Des,ri tlon Unit Quantlt Ro rk, INSPECTORS DAILY REPORT Engineering Department City of Rtn),,n PROJECT; d DATE- CONTRACTOR: WEATHER: SCHEL'VILE A Old iter, N Quaniltyl INSPECTORS DAILY REPORT Engift"rinq C"artmant City of Renton PROJECT: _ <." N .... DATE: CONTRACTOR: _ MEATIER: r Bic '•rni N,:., :rtseri 5�lon ! ;'rl• ;.ceritit N6w•t, _ I IKSPECTOFS DAILY REPORT Engimm,ing Departmant City of Ron*op, PROJECT: LATE: CONTWTOR: ftjATmjR; xCtttX Lf, A INSPECTORS DAILY REPORT Engineering Dpartmntl CItY of R*ntun PR'_t:'7: DATE INEATNEk: GRNlM��� —__ rpr \,,. i _ � �7ui• Quantity,) ae^.,,. _..—_.—_. i FUJI HYDROMULCH LTD. RE: Hydroaeedtng 0121 -.. '1, '987 .75 acres Renton .25 acres Mercer Islard acres 9e114we 1.75 acres Seec:ng Fertilizing and Xciching i 9d50.:G„_re n37.j3 TOTAL uA:::? ➢::_ :HIS ....2 i:... 3• _ .;.i 11 late charge .Or month on all past due accounts. All acccur.rs due at payable on the 1�th of the month. I Culy"I R INSPECTORS DAILY REPORT Engineering Department City of Rontan PROJECT: yt DATE: CONTRACTOR: NEATd:R: Rid Item No. )oserlpt;on Unit QuantityRvmu�rks INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT; L t` ly j ire DATE; CONTRACTOR; WEATHER: SCKDOLE A Ill,, Item No. Description UnIT Qu.'ntlty Remark, i INSPECTORS DAILY REPORT Engineering Departwnt CITY of Renton PROJECT: DATE: CONTRACTOR: WEATHER: 4'-fiiRE A Did Item No. ;k3s;ri Lion Unit uactir, . kemarks r __ INSPECTORS DAILY REPOaT Engineering Departmnt City of Renton PROJECT: a•, CONTRACTOR; +i.A7h•E.4: . t � bid ��ea+ ro - L�eScri •.+ kni• wni,'. R.3m,r Ks i I i INSPECTORS DAILY REPORT Engineering Doortmoi City of Renton PROJECT: CONTRACTOR: i A T,f'4: p ion An ----------------------------- INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: WE: CONTRACTOR: vwATHER: V UVLL A Bid Item No. CPscriptinn Uni. Remarks INSPECTORS DAILY REPORT Engineering Department CItY Of Renton PROJECT: DATE: CONTRACTOR; WEATHER; SCNEDtILL A DIa Itwn No. De5cri thin Unit Quantit Remark:; :?!S;,oiCr19 DAILY REPORT • e.e� opartmer* PROJECT: I BATE: CONTRACTOR: WEATHER: =.ClitPILI. A Hic Ifw Ne. Descri lion 6, i` QQanrity Re�rk, I _ INSPECTORS DAILY REPORT Engineering Departmem City of Renton PROJECT: 'i ::. DATE: CONTRACTOR:_ WEATHEG: SCHEDULE A Bh1 Item No. Descri tion unit C'UdnTlt 0.er,ark 1 -- V IN -£CTORS DAILY REPORT Engineering Department City of Renton PROJECT: i 4_ _ DATE: g ' CONTRACTOR: WEATHER: SLHL:?il.E A B;d Item '. Cesc.rl ti lri` �nenYi ryl Remares 1 I I • INSPECTORS DAILY REPORT Engineering Dapartnent City o• Renton PROJECT: DATE: CONTRACTOP:_ kEATNER: -SCNEP"Lt..A--._ 9i1 tem No, Unit l�.enti ty_ ' Reirk - i I � I x -k--- --ZZ& I it : 4 y T --tea- � •------ -- .mob - c - s. y f ,. �. �� --T� aio 4 r '7 � � 7 S� y4C f.• � — + tia - Sa � i „ � ���_ a" i =, + i c� H � � 1� — � t4'Fek �. _._��1 � � cJ� —�.a�_ __ /, O 4- _ �_� � ---r - _' �- --- .=----- �'ti _..Lfi4�-3--�— INSPECTOo DAILY REPOR' Engineering Department City of Renton / PROJECT: _ DATE: CONTRACTOR: WEATHER: SCHEDOLE A PIO Item No. 1 Unit Quantit HE,mmarks _ r I r � ' �� t - - -- -_: �:- -_ INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: - ' J DATE: _. CONTRACTCC: MEATMER: SCNEIM!LE A P;i ':'e$Cfi Y- Un i' guar.?ity � I I INSPECTORS DAILY REPOK Engineering Department City of Renton PROACT: _ DATE: CONTRACTOR: HEATHER: SCNEOtILE A B;d item No. ^e^,-rl p+j- ro +1r: 1 i i I INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT; DATE: -- CONTRACTOR: WEATHER: SCHEDULE A bi; Item No. Description Unit Quantity Remarks I ' i INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: `1 DATE: /! CONTRACTOR: WCATHER: / F SCHEDULE-A - Bic Item No, Descri tion Unit Quantity Rem.arhn i INSPECTORS DAILY REPORT ngineeriny Department CItV Of Renton PROJECT: CONTRACTOR; DATE; t_ WEATHER; bid Item No, �CIIEDrrLi A DeSCrI Ti,, Unite p�antit Rem;irrc, _tom INSPECTORS DAILY REPORT Engineer Ing Department City of Renton PROJECT: DATE: CONTRACTOR: _ r.EATNER: Bid Item No, Di.sCri +tic•, lhii' Juantifvl Rema'a5 I 1 - 1 I I — INSPECTORS DAILY REPCRT Engineering Department iri of Renton ECT. DATE: '7NTRACTOR: WEATHER: SC—HE�DU—LE—A— Bid Item No. Des[ri tim I Unit Quantlt Romrks INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: DATE: CONTRACTOR: WEATHER: SCHPI '_C 4 Hid Item No. De;Cripr ion I Uni- ��nii+ Remark --I- - INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: iieI DATE: /l i c CONTRACTOR: WEATHER: `,CRE[N.4.E A Did item No. Description Unit Quantity Remarks INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT; _ ✓'_ C"NIRACTOR: DATE: ✓ WEATHER: Hid Item No. SCHENILE A Deccri Tion Unit Quantft, _ -- Ramarks INSPECTORS DAILY REPORT Engineering Department City of Ranton / PROJECT: ,`l..l _ DATE: i CONTRACTOR:__ WEATHER: . 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Twill iItE ' aim tE��tT � nUNx v�icx + �t'. vEtwT � � Tilt s�T _.. _ .._ 491u.t� —�----- i----� —._--}--- 498.UU-- L 2J.- 24.9U• -- — _— — ---- - j-. ssUewa� lltueno ylu;1 u;.,y 1_?saJ '^N will G!fi V 31003HJS :d3H1V3M :WIJMjNoo 31Vo :133fodld uotuea {o A41D 4ueu4jcde4 6ulJa UOU3 iHOd38 AIIVo S6101334N1 INSPECTORS DAILY REPORT Engineering Department City of Renton PROJECT: DATE: CONTRACTOR: WEATHER: SCHEI'd4E A HIS Item No. Desc_t tion Unit Quantit I i INSPECTORS DAILY REPORT Engineering Department City of Renton JECT: — _ DATE: ONTRACTOR: - HEATHER: SCHEDULE A Bid Item No. Lescrt tion Unit Quantjty Remarks pry fV, j r I r � , ti Cascade Septic Service, tae. Poll [lNin So. a10Do ! To;ona, WllA PUI4 No. 8768 Bs9.27 1GlUtl tiW C.G. f ::�a<i'_—,ypyp I�O„t N Oi',CF fa((v RKE NggryNl m ^ KUP nos still FOR RIFMNa Cas"Wo Ssplic service, Inc. 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W0. 21011 pan ' « wan a... / rfu - lop an pA!OR �.._ Cwssc�l� S�ptis ierric�, l�ct. teP OfAc•Re•aac•W • �ePo.na, Km�.vtaaa No 8773 ,m" lia �..owr► . -- KK t tP y— rl G.X�v tt.t Ode Pr -..KLC►T" $U►FOR Malkin SOpr.0 sorvRgi '/K. e.a.»n ♦dd,*,. - — pry r+lt tiY Ow y of RA ,t IaN I iW+�a. WMWINN+_ �r 'I + C sIr ua wa fnr wa G4n'M& Sfptil S-rrhy, iNe• """No. 6136 gIF 3371 .'w61 OM KfI K.0 Hp—�o"' M �Q I tlKw F4, Ph J I. RBt�ell►FOR RtftRtNCF CI c"* ,Sowf ""df " Inc. O To"fs Wa.h. �8444 No, 21014 8481371 MBf..ti d .\ Wyr w..Ct� ypy HOfM Kkk ix.N OIkf11+tlH ■W jC h r 0 ti Cascade Septic Swwica, inc. P.,Off". 5.�AACOV - • IM0.0.. Wa.A. 94444 No. 8767 Addr.n..._ •.• ,+ qpt,slaw Mk[ L Cw+xwx� N�d �Ax He ti KM►1M4 Skv tq Ad p9t -;tt f ON -391 'FOSIUOS Sil d*S OPOSS03 No 3 w"'" y.1 aft 4 .G I Cws"We swic Swvko, Inc. No. 8762 101ON Cly� � C [x•VG! ON XiI ■10 ••p bl t� t,Hy NKi • tww•w •... Mw w. •. _ IIRf 11gE fil►PoR RpCRENCE �e Sept c i �Log. Casc era. .,77000 � wnu tN " 'fi r N 9-4 K�F iM swig Serniceo Inc. 1 640 2.01 �n A gap MIS UP!W RNMM'K` I ACK RAND.GRAVW MC(,A1111V TltVM NG A ExCAVAIIW sn oosn COMPANY INC RENTAL REPORTS .a e Cascade Septic sdwr"� Inc. t^"o"*.� 9y. "OOR • 'T.c,,,a Wa 0lh,VS µ No, 6134 148 t7't Add",_ V�O a a<Wt *"MCI tLo w� j. �f w Jy J eA.w e«•a K8�his sw ip� E 4C,KNow Comaany q00* ammaNw . N.erh ti • � f 1 .R _ �G RC y. •161N) • Comm mod AM OU dw rsw f»+w> n i✓0 `��Y t f Sl ' twlowv 3xw e«xuuap /{ � � oq as � ur rvo i9pn? a o � 4tvi �1t «r era L�BL .ON rf rYC yfoµ na°>°S • 600tt.oR r>bi0 Nod •vul Iaa#w+ag ai+dag apaasa3 Cascade Septic Sererice, tyc. Pao OMke go,N m 00R • tocomo Was" N0. 8786 94 2371 �r v OW. Add A tpR A i� CA9k C-0 9 CMMO�t. �OYI.� MY Owl t[C { Oakµ ��.�^—'q'3tkViK}µ Ndt ue09vi1 a � — u v CvYMM�Y tpd ano maim#a wsar= Caseate septic Tacwe, We,h.08444 No. e.a�», 7�ds OWr: ! 11 nrtt WOvnl to •UIe W Cascade Septic Service, Inc. POP OfNo S" 44004 • T- ' wo*h N44 No, 21010 9Ie2371 �, J� :19 ww.._ t't a_u rat CAs c • waa • wow / arw nsuvyva nKa w XMp rain. A @9 AMS SII M�f!9{IEtOC( C�agr+ sowic S."iee, '.. mac. 6e, .Iit70o T.<.., WOM 98444 n�. 21007848-2371 �19�1 1 )j�� C� 4.pP 01Y1'1 OM Kh { MO pK C�, �.C�tl�SMMe sorvic . 7845 ' 'N 6.It.JJ7! Iorowq. W° °m Ste-dtale ' ON,cu auu„ a,, .�tx»rgr •1`7�� oa e KEEP Few*IP Cssaale Septic Serrisel inc. F.al Ofi..*box 44009 ' • T,,,e, Wash,O8444 ND. za3s !xj fl au xu�ro as= wouwti m 0 PA,wo Pe KEEP INn M#Fob•tFM"Ci Como" septic Servke, Inc. Pan Office Sw 4e004 " ♦ -impea, Wmh.Phil 7049 84E-2374 44J((�Y Addrha_ fOPi N i.v+ < 0 9 M}G{ OH AC«. .aMc MO h' QUAN CaSCWigN MK! urtGb*i t I, imp.ft" SUf fat REFERENCE m - INSPECTORS DAILY REF%l Engineering Uepartment City of Renton PROJECT: DATE; CONTRACTOR: MEMHER: SCHUNIM: A OId item No. i><,cr ipt i,. Un i Quanf I tv Remarks INSPECTORS DAILY REPORT Engineering Department ' City of Renton PROJECT: DATE: CONTRACTOR. �— WEATHER: _ SCHEDULE A Bid Item No. _ Oexrl�lion Unit -Quantity Remarks INSPECTORS DAILY REPORT Englneering Deperf. nt City of Renton ' PROJECT: DATE: CONTRACTOR: WEATHER: .__ SC OUIE A Bid Item No. Descriptlw Unit Ouantit Remarks INSPECTORS DAILY REPORT EnylnMring Department City of Renton PROJECT: DATE: CONTRACTOR: _... 11EATVIER: SCHEDULE A Bid Item No. Description knit sno t RemarkS a INSPECTORS GAILY REPORT Engineering Department City of Renton PROJECT: DATE: CONTRACTOR: WEATHER: SCPfWLE A Bid Item No. Description Unit anti ty Remarks INSPECTORS DAILY REPORT Engineerin9 Deyertmant City of Renton PROJECT: — DATE: CONTRACTOR:---- MEATNER: _ SC1fDULE A Bid item No. _ Descrl Dtion Unit0"n-11tv Remarks L INSPECTORS DAILY REPORT 111 Engineering Department City of Renton I PROJECT: DATE: ,> CONTRACTOR: WEATHER: �_. SCHEDULE A BIO Item No, --Description Unit quantity Remarks INSPECTORS DAILY REPORT 111 Cn9tnMrtng OapartmanY ' City of Renton PROJECT: DATE: CONTRACTOR: WEATHER: SCHCOULE A Bid Item No. Dss rlptlon Unit Quantity Remarks M.A. SEGALE INC. Al SAL«DIvwfb" TwcaMtEp•peawaY M C 1]:1 0� SF GA tMA312M0 E pATI KANT Nw~^' -- WEIGHT pro ems_..----- TIME AN_�TE GROSS I TARE NET L;.IAC CGLq - _ JTONS ASMALT TREATEq� TGNS STATE SPECIFlCATIGRCLASS _.._... —.- ARKSYASWALT GALS.Ep>ulS10N _.., ' SEk-GS-• X -�--� --- TGTAL DO ��r �ope'r.A �.s�a+wrw.Prn pMw Os�w"" M A. WGAIE WC. ASFMIALT 014ISION T.O.rpx tl16Ua 1itl EdIT"CSNTIER rARKWAV TfINN1lA,YYA tl1M . utl13A 6163 7if 01 Sf-GA lM Ab mo DATE xwNT ITtlI � TIME ANG GATE_ WEIGH GROSS TARE NET UNIT otSC111rT10N WN FNff AMOUNT LIE.MC COLD Mix TONS ASPHALT TREATED SASE TONSSTATE S►ECIFICATI.yi CLAEE S.EMUlS1ON I ,M ASpp AS►NA/T x FM TAIL C«wf Rf L TOTAL < ifR« fw•ewr'r.n«r M!p'Awf .oG,60wn F1fx1 M.A. SEGAON INC. ASP MALT DIVISION vDWL M*AD•WAM. JMJS SA .AaawAv ♦23 01 A.WA MIIMI . o M><i OMSM .}l 0� v -.A au A7.:No DAv[ N.AMT PiNFICHAW o"Wo"o WEIGHT _ TIME AND DATE GROSS TARE NET oA1.MRnTr __ UIW DEK►+ � una r..w AtlglNt LBS .MC COLD MIX TORS ASPWALr TREATED SASE TOMS STATE SPECIEI:ATOM CLASS GALS.EMULSW N ARMW AW!WALT MGIVMD IM w� l ._._x tAx �eecrM�wEO My � rTOTAL M1 h Qr�.r 1 YIYIIYORIO'AM.)0!;end MM.. S *i,. M.A. SEGAON INC. VNLA N gems. .EOUTNC QN PAAMWAY NC, IWl1RLA WA MRR. NO are omo rI3-a1 8t W-aM A3>'1N(1 DA.E __. _.._.��. �..__... KANT P1M14lIAW .._.�_..v. ItEM NU�� '1 TIME AND DATE WEIGHT GROSS TARE NET fir UNIT ync*)PTIDN UMY PnW ANOORT Ln.ANC:COLD MI% y' TOMB ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS GALS.EMULSION ~AN AM`V ASWALT 4 ry EALp TAX c4wwOr Nl6�w��ew TOTAL . N F MW niAn, .. PP.Y W1Nnr.MIrr011w lAvN-dd+'6sNw+is PMm M.A. 5EGALE INC. ASPHALT DIY ISlON PO WXY06(l.IMtl WtlfNClN flR IARKWAv TUKWILA.RA MM . IN G)E7S-01Ea Ili 01 5E GA LM Qy2NO DATE PLANT lVRCNABE _ TIME AND DATE WEIGHT . GRDSS TARE NET TI'fY _UNIT DEECRNTION UM1 rKw AMDUNT Lit SIC Coto Mix TONS ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS GALS.FER+L;i.uN I AR40MAlM1ALT RECE RIEO rAt. LnpT—' I TA It-}1 1 x yRRRTwNrK � TOTAL M w Ci►wMR I oow ~ I4m M.A. SEGALE. INC. ASPHALT DIVISION F O.SOX MW.l4 WWUj"Cj%nAFAAANAT �C TVKNIU.TN vqm • (Mon 0160 St t,A lkl M12NO VATI - .-... .^. PLANT ITEM! -- ----""'_ WEIGHT TIME ANO DATE -- - GROSS TARE NET UNty llf.MC COIO ox ._ TONS AyttlAlT tRe��*!�!�. TOW IVATE>1PECIFICATION CLAD .._ OALf.EMUISION AR AIM APHALT 'RtG`EiiFd'."� _A�trcr sp e� _._..--.—+—.• TOTAI .. . w�cww+rvwrwa+'NrATi A101pµr.wtArA M.A. SEGALE INC. ASPHALT DIVISION Pp.WRp •11MAWAUIMMTER PARKWAY ru'MLA WA Mile • (Ml p5 GPA ,21 11 51 6A lM Ai"NO �.._ ., V..._._. �_,..`... PLANT 'ITTEM MUMN� PVMIA4 TIME AND DATE WEIGHT TARE NET ,n _—� UN1f.ptCRMTtON�_ um1 hlw AMgRR Lsi.MC cola Rex TONS ASPHAII TREATED&W TONSSTATE SPECIFICATION CLASS GALS EMULSION AR{OW ASPHALT ti PVT— R AALY TAX 6:=E1+�w TOTAL 1Ml- M.v.Pw I VP CKf"I Rmm.b1.i Gaaw,W P P,i M.A. SEGOLE INC. ASPHALT DIVISION ►ALAOXoMo.MRRW 0UTKFNTTX•ARKWAY EIMMLA.RM am . DlMlon ono 233•01-%t GA tM A3P 0 DATT .r.�..4_.—.�__.._.., ItANI NORMAN —.. ...•—._-- REM NtMItlX amour w TIME AND DATE WEIGHT GROSS TARE NET ION? DooCIDFTMN Wp M.w AMOIINi LIS.MC COLD MIX TONS ASPHALT TREATED BASE TOMSTATE PECIFICATIONCLASS �l GALS.SMULSHON AROOMASPNALT __.. IIECOIV FD __ F TAX TFAXK'40 x ��,.�. _ c�Np..M..Aw.Mbxp.wWt. ...-! TOTAL IM=N Cw.n.w'Y« .oll .;AW lob r4KAR—mo AM1 M.A. SEGALE ANC. W �L aSpHAli D+ 5tONpN ''O,IOa a"".Now ipUTNCMTfN fA11RW AV rUNRlta,wA/ltr . ItOfV b<f O�fO r 0+ tt ((A lM AJ)2NP CAT! Pt ANT 1j 1 TIME AND GATE WEIGHT GROSS TARE NET UNIT mwRMT10N +n_NAIL►Nw Af WJW loll.MC COlO MIX _r TOM ASMAt7 TREATlD WT TOM STATEiME�� l aPrAnomcIAn .L._.,_. OAtI.EMYI{ICN ' 4004AX1fAli Aornwo T A4q TAR X �- •' � • ws.N,LwVonw;Yeny.fHnly',Aw A,e!ANq..v�fynl QS'*A M. ,SPH SEGAON INC. ASPHAI.1' DIV ISI pyT1$f�1 em rFRFNFr �O pF MOi�• N 223 0%tA�wAww,! bM OXa OAT* Ital.iarp� ismas--- .. WE16H7 TIME AND DATE - -- DROSS TARE NET as— _—_ —�n URIT voMtRITIO�I TON{AMALT TIIEATEO TONE ETATE pECIF ICATTONCIAY --" EM L_..._�lT _— ~— 6I115.EFXILEION �FOOO AO�M ' loka INddtFW R TAX 1 x Rl C" [9 ykr TQTA1. M✓ wW�... M� MO tieMw.n1 M'. M.A. SEGAW WC. ASP"AI.T Di"S/ON i a.AD%tnnk0•Nltln llnuiwSfN rkY rwARW�V Tuawu.wA nqn .rasa nls n»n SA flt Sl yA 4M ail7lla T IMf AND DAT@ WEIGHT + V DROSS iARf NET -.1 1,r� Lam._._.. iMpt auCMIflOM urro►nw Amami J LIM MC.COLD%MX `` TONE Ai►NAIT TREATED EASE ii TOM ETATIERCIMA"MCLAN OAIE.MI{1litOM ""M AENUIT iW9 --•--- TAk x .r MSk wkP n. � TOTAI • w11Y CaN.n.•N'MMwewt„lew iB4:0Y4�n1P VIwM1 f_a M.A. SEGALE INC. ASPNAIfplhlSlpN t""L *A J*Mjo IM-to tAN v sa 91 ET 0, IM."'12%A167t 41�E DATE KAM f�11„`mow TIME AND DATE —. `""-----_.. .....__�. WEIGHT .I GROSS i TARE NET TV TDEIE AEMALT TREAVVD MSE TONS STATE NECIEICATIONCIAp GALE.ENULIMN AA 910D ApNAIT Mao IALSS x ^--- " TAX INSPECI'xtS DAILY REPONT En9i^Nriny P►par t,ronf Clty of Renton PROJECT: DATE: CONTRACTOR; WEATHER: SCNEOILE A BIO Item No, Deuri tloo unit antit - " -_Y Rwrorka INSPECTORS DAILY REPORT Englneariny Oepartmanf City of Renton I PROJEM DATE: CONTRACTOR: WEATHER: SC'NEOULE A Bid Itan No. OescrlDtlon Unlf Quanti Remarks r r INSPECTORS DAILY REPORT Engi neering Department City of Renton PROJECT: PATE: CONTRACTOR: WEATHER: .,._ SCrfDUIE A Bid Item No. DescrlPtlon Unif entlt Remarks INSPECTORS DAILY REPORT Engineering Department City of Renton ECT; DATE: TRACTOR; WEATHER: SCHEIVLE •t Hid Item No. Ces:ri tion Unit ^uantity Remarks f . ; , • _ , • _ M.A. SEGALE INC. �� ASNIAIT DtV1910N �P t1O71 J11M0.�KVTIICENT(R►ARRWAv nRCEWEA.Fa MME. tEEEI En a Wa rn o�3(.:• Lw uTTwo DATL nitlwrr r , �. 1+ r .TIME ANT) DATE ,.� ,WEIGHT GRDSS TARE NET �.uMrt o(i(Ra'Trow �, ` uw..«. RnowT LU NC COLD MIX TORT ASPHALT TAEATED WE 1101I4 ETA11 MCIFICAT1d/CLAt3 1 OALt EVA"ON : maw ASPHALT ITLTi>SATij VAX 1I A CE.v(D i♦ � .• ryr MwMRM�(MYw �! 70TAL 1M.w CMIawY:r QIRq'RW uD;6+MW+wiE,�hn•. M.A. SEGALE NC. ASPHALT 0 DIVISION PAo INA I M - Ir ian l*AQ*bD PARKWAY TUk01lSt GA ISM • If ili oNA :21 01 St GALM AJYWU OATS PLAW ITEMN ANNIN F111141LAM TIME AND DATE WEIGHT GROSS TARE NET n 1M1T OMCnwtmw JoAmh AMOUNT LSO.MC COLD Mlx TON"MALT TRIATIO OASE TON SITATE SPECIFICATION CLASS GALS EMOLSNNI AR400DAWHALT -- At Pklil V40 iY w�� r< TOTAL NAeN wlmw.11llwONioe,� .Ne%OAMm1a0 Pbm A. $E(`,AIE INC. ASPHALT DIVISION tHCENTOR MRRwAv Y o W.WW•law sou wx.,A.wA M/1S• NM)SM 000 TJ9.05 SF .A IM-A372NO wt KANT OJWAWM Dow"no TIME AND DATE GROSSTARE NET AN71TY _ YOW ASMIALT TREATED SASE TOMS STATE#ECIFICATI GAIS.EWLSION AR/E00"MALT cmwlwv ,4T-~ SALM rrmT^� •. IlA TAX Mp1Yt X ..Ice�vto•• �. TOTAL -- C)ynR fa rM� `�tl.a tl.AN. ,. g M.�M Q.ttrtn�l YN��ONwv}MM Sdr.6adM�N:ww1 ;jv Y �, M.A. SEGALE INS. S ASPHALT DIVISION P.o.MSEMMo•TMWIDDUTWENTE01 PARR.-Av TIMo}LA MA 14 M • 13061%n M0 "3,61 M-GA-LM AS I:NO DITF +�-- — KANT NUM�CA NlACHA3E ITEM� oAoER NO. TIME AND DATE WEIGHT GR�S TARE NET n UNR "w%w"" oMTPrw AMGYNT� LBS.MC CRiRMtx TOM ASPHALT TRFATER BASE 70NSSTATE SPECIFICATION CLASS —`^ GALS.Eta�RAWOASPHALT El- -`^ VSR ReeErveo Ev I rqx TM�r��N�p ."J� TOfAt Mue.Qw�+wrn rYMav 4MNa'r eorOMM 'ay.r� /p���,��f M.A. SEGALE INC. Sw . ASPHALT DIVISION J� 1'O.IO%ff06f•IflpO60UlNtENTfR PARMWAv N TYXWI WA MNN Ei6 OISP 4T$•01 St$E (iAi IA)Tj%0NO GATE --�`'-- - PLANT PURCNNO MDER NO TIME AND DA.E WEIGHT GROSS TARE NET OVAIMTY UNIT WwAiPT1011 _—._.-- UWnP w ANAWT ' LU.MC COLD MIX --__-_.-. __._ ..._.-___. TONS ASPHALT TREATEO B#St_ '• TOPS STATE SPECIFICATION CLASS GALS.EMULSION AR4000AWMALT STATION • S V PA♦, i#LU TA% x - pCFlafowl lI L'`IE�IE�E�IAEI EII_RNLI TOTAL IIRRr.C1111Y+llfr/1'MEw.OEReW!WM:ref lOW�IYN�P NEnI M.A. SMALE INC ASFIi AIT Oly'S1 WIll,WENt`.N"AP"WAY Y.O.SOX 9900,"E" "O l bn 01E0 TU%ML WA"In 2}].61 St 641M A]t9N0 DstE ,ANY ITEM NUENl� N11CNAu A --+`- — TIME AND TARE NET as mc COLD TORS ASMUIT TREATED M� J- CIFICATION CL ASS TONSSTATE SSE - 6AlE.EAW l SION s — SAL" to TIM ACT D 1 ---- __•_-'—_.• � l;altamR~YMb"'{N11te•� .bb D�rrW R"trt t M.A. SEGAIE INC. �4UPHALT DI VId1ON � WMMO mmmmOTD{NTEF OARFMAYNFWL 4NM • ri5T5 O100 333 01-SE SA.LM A3TlNO DATE PLANT NAWKAW IikY NUMEER ORDER NO TIME AND DATE WaGHT TARE NET WANTIT' UNIT DEECRIPTNNI Uno P. AMOUNT } La.EAc cTILD Nlx TOM ASPHALT TREATER BASE _..._ TOM STATE SPECIFICATION CLASS GALS,ENUUEON AR 400 ASPHALT VIA: IALas n 5 TAR Cr.R.Ar ro�� t f •/ M.A. SEGALE INC. ASPHALT PIY151ONOH PG.BOX EAESO.WMW EWTNCHNTFA PARKWAY YVKWIL'I.WA WIN . 1"III ETR om 223 0l ," GA LN U11040 OATE PLAN' MM"A►E 2ROERWO. TIMF AND DATF WEIGHT —'-----"-- ---�--._.._..---T GROSS TARE NET n I*IT.DIURNTION 1N\N P.x ; RUMMY LBS.MC COLD MIX VOWS ASPHALT TREATED BASE TONS STATE SPECIFICATION C4tAS GALS.EAR1lSIC N AR 4W ASPHALT STATIM RULE R)fS PIRiY _ rY. SAILAKA 1 AP Cl WKI)AY 4 .� .. RArW CwWww IYfNPAr.iMAp IAN.bU'OPKMM'P v\ Ste# M.A. sEGAIE INC. ASPHAL T O t V ISION r O.boil bmII-1r m eouTN.:[NTEK PAKKMIRr N tuMl A.'1fA 961" . IZS)s 6 Ono 273-0f Sf CA (M A9f?N(l OATE NIA?feK —.^ �.. LTEM LAWMEN `".0E AND DATE WEIGHT i. GROSS TARE KfcT T WIT OEACNNitON Im,�rne. AMWNT In.MC COLn Max TONSASMULTTREATEDMSE TONS STATE S"ClFWATiCN CLASS R"m GALS.EMULSION ) W W ASENALT am PAN. x , %.•.f�.rwNP�r++wrff. •! TOTAL M,w C~.l Ww V11*P'raM lEI)�@p1EIP�..pP Tyne S.M.A. SEGALE INC. ASPHALT DIVISION Po !DX SS06U.1OMOBOUTIICENTER PARXWAY TUKWILA.WA 1•M a OMI S% M50 2j;01 SE-GA LM-A3nW OATS PLANT PURCHASE ORDER No. _IME AND CATE WEIGHT_, _ GROSS TARE NET allAbrIV ----unlT -oEECRImoN wE�eh. T LBS.MC COLD MIX TONS ASPHALT TREATED BASE TOhd STATE SPECIFICATION Cl ASS _— __ GALS.EMUlS10N .AR AODD ASPHALT _ TTTPs1" RECEIVED. _ PJr. TAX i PECEIVED IV I —"—"" IM TOTAL ��iw�wleEti EiraE�MKUI. IMIIs.CMlgnw IYNIOw OI1Ke'PnE:JM:GHMnNO P4n1 M.A. SEGALE IN6. ��BWVdE ASPHALT D,VISION GOUIMEN TER PARKWAY I73-0I SE GA LM-AOTjNu DATE PLANT Flom- E `-^`Y I ITEM N{IMOER 110ER Iq. _ TIME AND DATE WEIGHT i I2RO S TARE I1Y uNIT DESCRIPTION Uml v.,q AMWNf LBS.MC COLD MIX _ TONS ASPHALT TREATED BASE TONS STA TE SPECIFICATION CLASS TONS EMULSION�AIA4W ASPHALT TA RECEiVBD !M SALR� /T/aliCK lax_"-�..y TAX X Ri CEIY FD 1 cal""�v�w.Iw6.TIiNWw. TOTAL _• fMwN�o+TV..1r.Ee..ox4a/Put:mn c:,J.n.m-Pwm M.A. SEGALE INC. 14,10 PHALT DIVISION BOX�E.1i4W i0V IICENTER PARKWAY M TUKMILA,PAA lEtY . l]0618M 0100 r7OP EF.GA{M_A1»NO DAIS PLANT PVRCNA{E �--"'� ITEM NUMNEq 011OFR MO. }..TIME AND DATE WEIGHT GROSS } TARE _-- I NET QUANTITY UNIT.OESCm,prpN --P Oat P. AMOUNT LOS.MC COLD MIX TONS ASPHALT TREATED BASE TONSSTATE SPECIFICATION CLASS GALS.EMULSION AR40MASPHALT I N 1 EO PAS ENO TAX _7_, -gTGt,e cD Kv r NNrm C11mmw 1 YNMr.Ofhce:Pwy'Jpp r OaIOm�PF.Pont M.A. SEGALE INC, ASPHALT DIVISION S PD D(X NC. TVKYRLA A &DUTMENTER PAR KWAY It Ito-01SE Lp.LM. OE1516 0150 AJ IlNO DATE PLANT ORDER —_ —�� ITEM NUMBER_ TIME AND DATE ---�_ WEIGHT GROSS I 'ARE NET GWFNTITV UNIT.DES:;RIPTION _— UnnP.rE� IBS.MC COLD MIX AMWNT TONS ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS GALS EMULSION AR 4pW ASPHALT i— T'RECEIVED SALES PM TAX _ ._. X -._� C4rmLfa w+rMwMNwW 1 TOTAL RA.ry;C1At.rrar:YN1erOir<���.Jo4/GaMMrrvU'P1M1 M.A. SEGALE INC. ASPHALT DIVISION _.M�, PO.�D1(♦/4E'E�EO EOUT RENTER PARKWAY WR.TURA,WA MIiE . IEEEI iTS..Tbo T23.01.8E.GA 'M-A3M, DATE �- PLANT PURCRA E —_-- `- ITEM NUMBER OMXR No. TIME AND DATE WEIGHT a F SSE QUANTITY iRIR pEIDRMTIOM --'—'. 'i-- m.mv.NE AMOUN• yw Ln.NICCOLOMix E TONS ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS GALS.EMULSIOA I AROMASPHALT RECEIVED _ SALES T IICK��- No. '- ""' PM' TAX RECEIVED a, 1 rTo, """^ TOTAL Ep+RRERMA Yy M.E yy1EL 9437 A IIR:p C.IRIaRYr! "WNp.OflkErlxk:!obiGaarnme Mangy M.A. SEGALE INC. ASPHALT UIV ISION Y _ PO.SOX Fi060.IVA0SQUTNLtNTERPARKWAY INC. I UKWILA,WA 01U • :MI SM 0160 2:3.0' Sf GA LM A 12NO Dxtc -' ITEM MX�SA N/RCH NOgo R . TIME AND DATE WEIGHT GROSS TARE NET _OUAWTI" .._ UNIT OESCIRWTION LIMP. AMOUNT ' LSS.MC COLD MIX THIS ASPHALT TREATED&SE TONS STATE SPECIFICATION CLASS �^ GALS.EMULSION AR 4000 ASPHALT STATION IKFIiE"'- SAtfY AECFIvtO I'm tAX TRUCK O. X �_, FPIE RIFEPCE�t«IV�Eq 6v ��i� _, I aMMwhe.iwwln04MM TOFAL IX1!N�L�Alnmw«IbrMNMrM odho.In.�:�a,�cwea.Pun.m t M.A. SEG ALE INC. ASPHALT DI iMON P.O.#M SS0SO.11000SOUTNCEMTER PARKWAY N TUP0 LA.WA SSNN. 1200)675,0160 223-0,SE-GA-LM AI77NO DATE PI ANT PURCNASE ORDER NO. _ TIME AND DATE WEIGHT FTGROSS ARE NET WANrItY UNIT DESCRIPTION EIRRPR AMOUNT LOS.MC COLD MIX TONS ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS GALS.EMULSION AR/ODD ASPHALT �fAflgN1B[(-- TTSMET'----� �• � GALE[ —_ �RECEIWED PM fAX i VTR K x __I RtCbVED B1 .�i_ CNMREa WpaeP+IRBR � TOTAL `AmRoww M 1Au 11EkP1. E1A11 ",l iY.II„»ull.e.WrsA�xn Cwem.oC PIEnI M.A. SEGALE INC.AWMA r SION P,O.WX TDS l0ftW PD.♦px 4.u4. (Mj NC4NTER PAAKWAY NC. i23 01LA,WA•u .»No E16.o150 f]3 OI EE GA LMA3._ND DATE PLANT •U AND. _ TIME AND DATE WEIGHT GROSS - - TARE NET WANi1tY�---�_ {INIT DEACIURION MRnhb AMpVN7 LOS.MC COLD Mix • TONS ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS GALSS EMULSION J 40w ASPHALT Two T,J A. tVllp oAt. 4At� � . i.�_. x •-._.�. ._ RiRn'[p pY � CbleMt Is M � 4w TOTAL .: T.:w: ., NMNLutrnw�YN/w.pFvxiPxrY'fMlMMptRy.iNn. f Pf+ `voNv / ,\Gat tPPE NEZ lP� R �� Pf"JfOP��/►�Offf°1��Y� 7�� M.A. SEGALE INC. ASPNALTOIVISION P M �O•W EDUTNCEN iER PARKRVIV 223 01.SE.GA L JI-3 ryp 1616.Y160 Y DATE RANT PURCWM ITYM TARN ORDiR Rp .__TIME AND pgTE. WEIGHT GROSS TARE NET -a�AMT�Irr MIT U.Plm A DEECRIPTIp� LBS.EEC COLD MIX EEDtW T TONG ASPHALT TREATED BASE _ TONS STATE SPECIFICATION CLASS GALS.EWLSiON AR 4000 ASPHALT RECFIVEU__ SALES—T /R K X - "T ►A1. TAX pE �EDW j _ CKg h1 TOT . bwA�1T�1fM Ky Os Naw N-WtaM"YMIYr OIIb�Ir4 JaC'GolOw �_PIs1 M.A. SEGALE INC. ASPH ALT' UtVI$IONON PO PLY RROSO•ISSCOEDUTw 6wraR PARKWAY IUKWI',A WA O PP. 17EN 616,6111E 222 01 SE Lb LM AJ12W _._. DATE ,..— --- PLANT P1EIId1At! --� ITEY NUe•REP TIME AND DATE WEIGHT GROSS TARE NET WEAN ITIT TY T_�--MIT.DEFCRIPTIOk UmI P.R6 AMDIINT Lea.twc Hxx.o wx TONS ASPHALT TRFATEO SASE TONS STATE SPECIFICAI'+ON CLASS GALS.EMULSION AR.ES00 ASPHALT -. REEEIVl+O SALES P I TAr x -��— __. KICk IVFO p• `— � �. TOTAL RFKW:WIanw/TMNnpto llMlJopl DpyEW.FI:Pahl M.A. SEGALE INC. ASPHALT orvlsloN P 0.SOX xx1EG•H600 SGUTHCENTLR PARKWAY TUKWILA.WA 0196 . IEOu 576 0150 T.l 01 4 GA-LM A577H0 DATE KANT -- _— ITEM NUMBER PURCHASE TIME AND DATE WEIGHT GROSS TARE NET M in MIT OMPAPTION URr1 Pr AMOUNT LOS.MC COLD MIX TONS ASPHALT TREATED SASE TONS STATE SPECIi1CATI ON CLASS GALS.EMULSION AR EOW ASPHALT _ 1 AECEIyEO,.. SALES - PM. TAX ' T K - X Rt CS IVkO PY C .4�1R „. TOTAL `% HMx'C wA llyrlellmYwAann,P k poetGwm N.1 M.A. SEGALE INC. ASPHALT DIVISION E.O.0""Wo•I""WU fN EN TF N PANKYYAY AC..._. TOKO"LA *A 2SUB. IE0EI 575 OIEB n3 of SE GA LM•"7mo DATE -. ._. ILANt EVACNAEE STEM NUMNE(' 1 011DEA MO. —.---J TIME AND DATE WEIGHT �L� FARE NET _ dMMTlTY UNIT OEECNIPTIDN Umt Prior AMOUNT T LBTyNC COLD MIX - TONS ASPHALT TREATED BASE TONSSTATESPECINCATION CLASS -- �'-GALS.E--- L�TSivpTal_ ..AII4% ASPH.: RECEWE$ " IM. SALES ��— TMUCKT$i —.--- TAX x AECT.0 BY 1 M�IAy EYAw. 1EAia.C1WOmrv. v,�ww.dnb lhY:A>p/Gyyn,Bp:/1MI ® M.A. SEGALE INC. ASPHALT DIVISION PO.MLA,WA ISM-EOUTII76 ON PAR%war TUXMII.A.ENA UM • MK1616 01%p Ytl.pt-SE,GAIM-A3T7H0 LATE PLANT r11CHAN8E0 TIME AND DATE T�-WEIGHT GROSS TARE NtT _Q�~i1Ty IMIT OEBCRIPTION Unit P. AM(WNT E Llt,MC COLD MIX TUNS ASPHALT TREATED BASE i TONS STATE SPECIFICATION CLASS `�L _� GALS.EMULSION AR�SBp ASPHALT c A l TAX TRMK46 X i R tENED R� CIrRr I.�Inw TOTAL r....11..•w w+11.«+w. NYs:Cmwmr r r.P..,onw IIM�:Joe/UW/nn*/:.tr,t M.A. SEGALF INC. ASPHALT DIVISION P.O.OpX OP060•IOf0560UT110ENTFq P1q NWAY 123 T WA I MA . UOt)61E Ot00 0 1 $y' GA 1.M A]]}Np PLANT on"R No �O EI0.MUMNEq OROfq NO. ` TIME AND D� WEIGHT --� --J DROSS TARE NET LSS.MC GOLD M 'IbNS ASPNAI T7 TONS STATE SPECiF 1 A', JNi.LPNS GALS,EMULSION I ARA <, _ ` -fI. ,. -Y-- q[ SAC EE x �T A% 1 'E ll�i k0. )( `Pf CErvEO Bv' 1`� it '°E NP µ"i°�"ErEbEtWl. TOTAl +�- •.:+?I IMth.Gtllamrvslbr 011wrArrk.�/GdcYwnM:M.n� �a M.A. SEGALE INC. ASPHALT DIVISION PO.BOK N106O.1l60U SWTRLFr.TER PARKMAY n3,01 SE GALM.AltnW OATS --- KANT �1TlM NUWE11 PUIICNIIDl11 NO No O . _ TIME AND DATE WEIGHT GROSS TARE NEI gUAMT17V UNIT DFSC Um0ns AMOUNT lit.MC COLD A Uf TONS ASPHALT TREAT BASE ait4k041 _ - - TONSSTATE SPECIFICATION CLASS _- 1J GALS.EMULSION ` AR�1000 ASPHALT 1 TPVC-KN� I X —�'--' _ nECE �Eu nv L_ cw/a.Mw.IA..1 a,.I TOTAL w a OiF tiflyl. IMR Qgteme•:YWpr011os Iuu Jupi 6oNwnMP!yR moft S kk W A. SEGALE INC. ASPHALT DIVISION NC. PA PARKWAI TiR TM A.MA NMI . IEiIEI STE 01E0 1301-SE GA LMd2124i) _. ^"'�'^�^+-,ems--�.•�-r_.�.- FLAW PURCHASS 020 MO. TIME AND DATF. WEiGN7 GROSS TARE NET .__VR�T'?COLD nwq{Yi y �` ti LSS.MC COLD MIX I{-- TOMS ASPHALT TMATED SAR j TOWS STATE.SK CIF ICATION CLASS GALS.EMULSION TAIIE000ASPHALT ^— PO SALES AECEIYEb -- — TAK WL K x 1 IVTo AL AK.N.(wta«)YrNrgrKA:wee:.we'GwnK�ros:w... Diu r_ M.A. SEGALE INC. ASPHALT DIVISION �`' P'D pB�!•wl880UT NClNTEII PAf18WAV D NA 88NA� ']ft18T8.B1bD fN iM.Ab1Np _ DAIE PLANT OADlR NOND TIME AND DATE WEIGHT J GRASS TARE NET A�TITV UNIT .DlBtNIrT10M UAn rffEr AMOUNT a. L6S_hK COLD MIX TONS_ASMIALT TREATED BASE TONS STATE 3PECIEICATION CLASS. GALS.EMULSION AR 40M ASPHALT ITITTDFF]ilT— --_-----_-__ AlCEIVlO "Los — T11U�R rM. TAX gECFri t L'Nr j Clrmf IM1«►uunr..t mW r rwwrrw ov mr wSM_ TOTAL Mrh Cwatam« vw:nn.lr.wy t :W.be'(royypvM:Rnf M SEGA41NCfKfhlKf:AY ASPN ALT D\V 1 fN any o\so ® II\ 0�' � �' T2 0\Sf-Gw�,A �wif l '04, r� \SfMH�^ GpOSS ANO t A pE NEI A 1, yes.vx COLD JAVIL Te°Sot 1qa AsmA`t 1pA15S` sp ,F1uA A`t lS ---"" GALS EMN! \ \ A. ASPHALT SEGA INC. . A�NALT DIVISION PD.'ON EMED•1ESD6 SOUTMCENT::q PARKMAT N TLANILA,WA MRM . 12ESI ETE DIM 71T�01.Sf.GA.LM-AVINV DATE PLANT PURCHASE rITFM NIAAlEq ORDER NO _ TIME AND DATE WEIGHT_ GROSS TARE • � NET —OUA�TITT UNIT DESCRIPTION U.,.P.M rAMOUNT F k Alfts.MCCOItl MIX TORS ASPHALT -i REATED RASE }L—TONSSSTATE SPECIFICATION CLASS GALS.EMULSIO�N ARSDDDASPHALT 7TTTibA'SF LI , REDEIVPo — PH. uLEs TM TRUCq NO X 1. = W„, TOTAL RA.w C.I ..«r r.%N,.of a rw.NF,r O.aEFIFnd:PNn. M.A. SEGALE NC. ABPMAl1 DIVISION " WX UM-1tu0060lITNCk NTEP PARKWAY IU4MLA.MN VIPM• 1301 F,s,o,5o F3J•CLSB GA LM•AT)zN0 GATE PLANT PURCNA$ GADlp NV. TINIE AND DATE WEIGHT T GROSS TARE NE1' OUANrly; UNIT AMSXINT� LEIS.MC COLD MIX TONS A044ALT TREATED BASE TONS STATE SPECIFICATION CLASS GALS.EMULSION AR IOW ASPHALT`J _ REunno _ ira. N%Es I .-..� �l_flECHVED fV--__-�------��_-- CIwAE Ix rSwanr,t arp 411� TOTAL, M EEPawA.�paNM M NN pIAN. NPia.yu.a0'M:YMlsadto lMl.lobs G:Wwrotl.Pynl A.A. SEGALE INC. ASPHALT DIVISION P O.ROX"MSS'MWSOUTIK:EN-?R PARKWAY TUNPALA,WA NYE . 13011 S,,,j p ]33-01 SE GA-LM A312NO DA TE PLANT PURCNAEE ORDER NO. _ _ TIME AN GATE vVEIGNT GROSS TARE NET aVANTI UNIT.ORRORR•Tm" _ Vnn rnq� AMOUNT LOS,MC COLO M1, TONS ASPHALT TREATED RASE TONS STATE SPECIFICATION CLASS GALS,EMULSION AR 4000 ASPHALT RECEIVED PM' SALE—_S T-- - TAX x - - _- _ 'EI PY Clwn.—la.«gImm12L TOTAL a sromP�n.M ev tM1n 11¢Fn. IM,tr Cmttmx Yr';ow.OfiK¢lPmk ,)ap'�W��. PI�I M.A. SEGA INC. ASPHALT DIVISION P Q,sox MM!•KIM WUTHCENTER PARKWAY TUKWILA.WA MISS . 12051 575 0150 .73 01 SE GA-.M A377NU _ OAR PLANT PURCNASF ORDER W. TIME AND DATE WEIGHT GROSS TARE NET QUANTITY UNIT DESCRIPTION U.0 P. AMOUNT LOS.MC COLD MIX TONS ASPHALT TREATEO BASE TONS STATE SPECIFICATIO: CLASS GALS.EMULSION ARMW ASPHALT A I L AN �1JTIwF^( .. PIA. TAX M i TRUCK NO I x _ NF CFIVEO!• _ I y� CIEMm rm MIuMNnl.nuN TOTAL A. W Wi�N C1 u11omx.RJ Kr KUr ,a LM n ,vrl!u.r.0, me RnI.Hop'Gagm!o0-R,.m !FWMI M.A. SEGALEINQ ASPHALT 1)lViSIGN AfAITHCkNTER IARRWAV a._ vA I A 2W bn 0*0 -.�_-- OATS " — MAMT MlRCNASE ITEM NVM6ER _0l1DERNO. 1--77 TIME AND DATE WEIGHT GROSS TARE YET OIIJINTITY VMiT OEYRI/TgN Un�r Irxw AMOUNT '� Laa.M .otoMlx TONS ASPHALT MATEO BASE TONS STATE SPECIFICATION CLASS GALS.EMULSION AR 4000 ASPHALT tVT- i-fA f M1IE'- - RECEtvE6 _ YRIICR�._ x f _ At[t�VfU Ns f coma a.M�wurnt.wwa TOTAL M atpYwR�xW ky tAM W H. 1M.w Cmrom�rf V�flpyOlfin.Hn} ,>co GwwvgOd/Plpt M.A. SEGALE INC. C �! ASPHALT DIVISION PMSDA EM•#MSGDM INTER/ARMkY TUICOLA,NA emus. I]0E1 A. 11%0 ')01 SE GA-LN A372NO UAI, FLAW UNDER NO, TIME AND DATE WEIGHT GROSS TARE NET _ D�U f�T1TV OMIT-DEECRIPTMIEI Yat lrw AMDyNT 'SS LOS.MC COLA MIX TONS ASPHALT I HEATED BASE EONS STATE SPECIFICA-ION CLASS GALS.EMULSION -Akill=ASPHALT T^.1�K�_. "R[CNVE4 _.��+• IY SAl6 'i--. TAk II x Cbm.fa�OR+rrwrt mun i� 0 AL fY { . a R1C f-WI M Ma tNAN. MT,n Cittcm.�.rniw Oifw/PrM:JaU:NfAl�mod:Nfnt M.A. SEGALE INC. ASPHALT DIVISION 0 IOOL' 0.WX 911MO.HEM STNCENTE P PARKWAY TUKYIILA•PIA am . c"w P/S,OIPO 2"01 SE GA-LM A3VNO —_ DATE _-_ PLANT _—� ITEM NUSNEP �)Mwlllmo —.� ,TIME AND DATE_ WEIGHT R_ GROSS TARE NET WANTIn MIT DEECRIPTq _— UPn hYw AMpIMT LIP.MC COLD MIX TUNS ASPHALT TREATED BASE TIXNS STATE.SPECIFICATION CLASS �GALS EMULSION ARW ASPHALT TTRPCEtPyT— PEL-PNEO — 'M. w'n i. TAX 1 M�Ens.�Mw4NRA(ir uwiw. •� TOTAL RAIN fvwr'reror Olfiw fhnN. bEl Ga(In.v:PNp M.A. SEGALE INC. Ai'H�I.T DIVISION �A•E1���.EMMPIXITX%ENTER PARKWAY T1WAX.A,WA am. Imp STS 61" 22)01 Sf_CA LM ATT.AIp f1ATE PLANT fTEy Numseft ORFl11fCNASE. TIME AND DATE WEIGHT �-- J cRnss TARE NET —_OMIT Ot1CAMTIBIV LOS.MC COLD MIX TONS ASPRAL T TGEATED BASE irL TONS STATE SPECIFICATION CLASS GALS.EMULSION AP 4000 ASPHALT " T(AridIL - AECEIVEO rM "LEE I TAA - —+ XX RECE VEOS f � TornL Rnra Cwfs�w/rNN+..OISe.JPmk AM/GoAYnnd:Mnf M.A.HA SEGAON INC. ASPHALT DIVISION Pc �%SpB•75BMBWTIIOBW[R IARKWe\ TUKKII LEA Nils.GM!B}S.B1EBp ..A Ot.SE GMIN.AT IENO OATS �— — PLANT + E ITEM NUMBER QIIO[R NO. TIMF AND DATE WEIGHT GROSS TARE vw NET UNIT.09=0f 10N unn ina ANOUW LBS.MC COLD MIX TONS ASPHALT TREATED BASE _ y TONS STATE 572CIFICATION CLASS` GALS.EAR7LSIDN AR tOBp ASPY.ALT ' NECErvEO PM' SALES TRUtY NO x —�Y TAX t cmm,e«a� ,rtKm TO7AL RPn CN14'nn IYNMw Qr}e�!SM;,gryGpWiW.lim1 soc M.A. SEGAON LE BO lN�. PU. Xp050.1E500SOUTNfENTER PAR XpAV TUKWRLA,NA NICE . {mj sn 0150 '?3 01 SE GA LM A]InNP PATE 'LAN. I _ PURCNAEE TEM NUAMER UEIPFR NO. TIME AND DATE WEIGHT GROSS TARE NET _UNIT PE2CRIKIPN URn Pl— AMOUNT LBS.MC COLD M:x TONS. �PNALT TREATED BASE _— _.. TONS STATE SPEC I FILIATION CLASS GALS.EMULSIUh 'AR4000 ASPHALT RECEENEEI RAT SALES i-- TRI K NO TAX RECEIVE' • f CEO'a�I�ER.��•11� TOTAL .. a�E�pIIEE ET EIr w►a. tM.p:OmalMrl.M4vdlinlMR:J00 rC.4Nnm1:PyR1 (�FGALE IN I r ���L p11,g60E q�UTHGENo16U IAPKWPT 10. �qM 1Y Q1616 .L,pT'11N qT SE ppTE /LON1 1TEM NUnNER a a NO. _ DROSS ME AND DATE `ARE ` NET �� Un�Inu pNAl1Nf CO".M11E L _ am- _ _ - SAst 7ONS AgpRALT TREA ' 7ES4ECIFIGATl�Gt TONSSTA 4wo00NALT pR G.1LS.E 51 r gµEi 1 REarlyED 70TAL RCCEI�I O I�.� X t PUG _ C�oTW� Veila+011Ke;R M I,N.Gmlane 1M Rik M.A. SEGALE INC. n p�'ALT DIVISION C TUKr.1lA NrAO• � jMENTERPAR"AV 1J3 01 M1-A I S%0/60 3E.G0.LM-A]>1NON0 DATE PUNT PU WIAME EM NUMBER ORDER f TIME .AND DATE WEIGHT GROSS TARE _ 1 NET �AN TIIT UNIT. MITION �� U."prig AEEOtNT •' LOS.MC COLD MIX TONS AKPHAL I TREATED BASE TONSSTATE SPECIFICATION CLASS GELS.EMULSIAN I AR e1nD OWNALT TA 11 MIMED SALES i RUCK'Fi-- "�— P.M. TAX i q_�CEvEV Y � CKKq li y�E NMh:QLLIfTb/Y„Mw.Mlsr,Ping:by lGMdrr2[:REni K A. SEGALE INC. ASPHALT DIVISION PO.SDRSYE*-" MSDU/NCENTERPAMEWA� MKITILP.111 MM . 12881 6M OM 223.01 SE CA L4 A372NO DATf —_ PLANT ORDER ND. TIMF AND DATE WEIGHTY GROSS '1 TARE III NET __ot/A111YTV MIT DESCRIPTION thms Phw A610UNT 16S,W COLD MI X �— TONS ASPHALT TREATED BASE IONS STATE SPECIFICA FION CLASS EMUL;.I IN AR EODO ASPHALT RECEIVED PM. "LES rAr x RPCEI ED•• _ 1 9 A,E Op 5 �P w �� TOTAL J Y P f J RMM'wean..I YNNr.O1He.:Pine JPO IGey.,vnM 'N.nI y�y ; M.A. SECALE INC. ASFH9n DIVISION TUKIpLAp•�aoUT4CEMTER.•ARKWAV 7I]-0e TIYl MTM• ISM SM QtSp '---- DATE — PLANT ITEM MIAIEEII—, - TtM£ AND DATE GROSS I ARE NET-- -------L UNITY . u„R r.,r ANJUMT LBS.IECCDLDNMX TONS ASPHALT TREATED BASE TONS STATE SPEC FICATION CLA'S GALS,EMDLSION AR 4M ASPHALT ECFIVED SALES 1 T-RIICK a PA TAX 1 X _ RECf IV OEV , by rM+�iw. TOTAL On1aIA.e E'AIAl�dllu.PW:,IAp rDAAIRbotl.PI ' M.A. SEGkLE INC. ASPHALT Dry:S10N P.O,px MG "14I SCJTWE1,1E4 PAPCNAv i o 2" A.NA M4Y �Q ET6 O1W m s•.-aA ia PLANT PUROHASE ._.—_�--.•-----�� ITA1 MNa9EA' ORDER NO TIMC AND DATE WEIGHT O'DOSS TARE NET tt uNIT-{IExCIN►110N UNPNPP AMOUNT- '; LBS.MC COLD MIX _ TONE ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS GALS.EMULSION AR 400C ASMIALT RECEIVED PM- TAX '�— 'TRUC- K ilk-- TAX A �ECt CEO Y_ 1 TOTAL d Pt tl AMwpNIOPN. rMN-OI.oh w/IYM bUIGMM�rol.PYm SEGALE INC. ASPHALT LT DIVISION vO "k SOW-'3MNPUT110ENTERPARKWAY iJK0, sf GA E U A. 0 d1E E»0 .7l t�� SF 4A-IA AJ J]MO DATF PLANT FIMGMYF 1!1 ITSN R TIME AND.DATE `WEIGHT GROSS TARE NET VNIT DEKNNTIDN ypl MyT F LSS MC COLD MIX .� TONS ASPHAt.T TREATEO RASE TONS 8TATF SPECIFICATION CLAW GALS EWLSION iR 4w A1H k, •.ECFIVEO PM TAK _ x TOTAL PAPA QIIIpK11 i YAMgr ally./Mnl AM QNy P�1 M.A. SEGALE N4G _47 �„ ASPHALT DIVISION PTO SDKSM HMS.QY 054M MREwav 22J 01LA,MR MtM.ISMI87fJISO ?71 Di SE W-:M.AI)7N0 —,_ DATE —` PA:IT CAININ[ ORDSR MD. TIME AND DATE WEIGHT GR0.C.4 TAPE NET o MRITv IRDT_DEE;T+�iloRT IMI�M1ie N10UMT LSS.MC COLD MI% TOMS ASPHALT TRF ATED"SE TONS STATE SPECIFICATION CLASS_ HV.It.EMULSION AR•000 ASPHALT IY SALES TRIN:K X + i— acc..rvEoe• Cy"A.ow"b,Oft rnwr�. TOTAL IIMY,f. !T.AwlDfh AlI J tGMYe.�T�Nwl M.A. SEG ALE INC. ASnFfX 82W."ISfON P O.pRMml..AEm iDUTNCENTER PARKWAY 0 St, TUK . IEDE'ST6 ow i2]OI SE CAA LM LM AJ)4N0 DATE PLANT ti/1CNA>N NUNOER OEMMQ�,__ TIME AND DATE WEIGHT j GROSS l TARE NET OUAATITY UNIT -DkiC1 10% UnrtPrcE AMOUNT LOS.MC COLD MIX TONS ASPHALT TREATED BASE TONS STATE SPECIEICATI'MJ CLASS GALS,EML)m AR EOIW ASPHALT XT— xECEWEO I' L I K No _J: Tit K No X AECE NE��.B� HZ A �w MBirrNLE TOTAL H oM�MM - •. +M�lipnWPr f 1414s.11EliEE PrsE:AYr!LaNnrad_'PUnr M.A. SEGALE INC. ASPHALTDIViSION P,O.>pX SSSSO.lE W'DD1NC TVEEOLA.WA Win . IMSI 575E.0NTFN 15 PARK WAv 0 S}101 SE, GA LM-AHYTNO ogtE PLANT -- -_ �EM NUMSER TIME AND WEIGHT GROSS TARE _ NET AOTITV UNIT OEECpIPTION LBS.MC COLD MIX AAEDUNT TONS ASPH_ A _LT TREATED BASE --- TONS STATE SPECI FICATION CLASS GALS.EMULSIOIW AR ET'n„Pr 4000 ASPHALT "ECEIVEO TRUCKNU� SAI ES �T-- X - PA. TAX C Cma4 {ti I•a^�ME, wXwM wr wY... -� TOTAL PNPWAN.p/Pkk JOG/Gwpm�oo:Pynl M.A. SEGALE INC. 'r`►'�� ASPHALj'OfVIS1oN0N Pa.40x81060- C.to 6ouTNcexrEP PAnKxAv TUKWA,MA MW. IEMI s7L�01s, Zn 01 SE-GA LM A372N DATE PUIICNAEE � ITW ORDER p1D. TIME AND DATE WEIGHT �RDSS TARE NET OVAxT1TV OMIT-DESCRIPTION U�l Prior AMOUNT LP':.MC COLD MIX TONS ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS GAL[ FWJLSON PR4000ASPHALT — RECEIVED P.M. ULcS I A TRUCE x0. X RECEry PD OV I 97949 "�,"' PRM 1 TOTAL xnim:Curtwu iY.I/aw:ON�l Pmk:M;Gcxr.ree;PW» r / -' 7 M.A. SEGALE INC. ASPHALT DIVISION N P.O.EOKEEDEO.IEEORRRITRCENTER PARKWAY TIIKWILA.WA%j" . (M)5T5.," 223 DI Eli GAlet RS 71 DATE PLANT TIME AND DATE WEIGHT FGROSS TARE T pUE1� NET � IT' UNIT DESCRIPTION Uat Pny_ Lee.Mc cold Wx AMOUNT TONS ASPHAL', TREATED BASE TONS STATE SPECIFICATION CLASS GALS.EMULSION AR40MASPHALT TA i _ RECEIVED SALEST TRUCK NO. x PM. TAX 3 J 71 RwlY t�lp„•tl�ESN_ TOTAL RMW'lli l5lRYf/1"PNaW.WIiM lPmA A�A!GaspPnnd:PtEnI KA• SECALE INC. A$PHALT DIVISIL N EE TUKMO'k Rg6D'lE0pSW1THCEN TERPARRWAY TUkYNlA'WA Kta ITp61 5)5 RI" 223-01 TF GA.LM MI- •-�-'� DATE -_. ---- WANT r A PU_ — ORD"Em TIME AND DATE — -_- WEIGHT _FGRGSS TARE NET ANTIIY UN'T DESCRIPTION Let.MC COLD MIX TONS ASPHALT TREATED BASE -_ - TONS STATE SPC 7IFICATION CLASS GALS.EMULSION AR 40M ASPHALT RECEIVgo TRUCk M..—__Q,._ — —_ PM_ASALE$ — TAX MECEIVED BV p �} cw.�I J7$ a 5v 1" bw iiy:„_ TOTAL mm M QIURa lYµM"D'I�JPiMNpplG a�I M.A. SEGALE WC. ASPHALT 00v iSION PO ROE SOON.1l00 TNCEN+ER PARE1.AV -UNMI1LA.NA WM. (206167S OM .:3-OI SE-GA iM,A3MO DATE '— —_— PLANT TEMA A ORIICII No /a T TIME AND DAT� WEIGHT GROSS TARE NET nTr OwT.066eawrlDN 4;;P.e FAMWNY LU.M000LDIMX TONS ASPHALT TREATED BASE --- _ TONS STATE SPECIFICATION CLASS____ I — GALS.EMULSION AR 6000 tMHALT I{— I E A 1 6ECErvto TRUCK NO. �( —�-- RE2' "EO By 1 EE(] TOTAL 9799PNs:CNtYN IY�M.O alA E:xe'GWMn. Pat w ON WCENo, M� M'rP4+S may/ION S ,p p� 111 P I t PPE i//Op,1E NES iW NO .- Y�ME� l `Wi11G Ilk / 'bE Is, / ��� ♦1+ 10A f M.A. SEralr)NINC. ASPHALT BEV E:�`ON rD BOK"No.EEEEP RMIT EM7EDrMKwAr TU LAr EEM, . 12WS>S-*M M-ot SE GA Lk-A3r240 ..._— rE AMT PUIKMAEERDE 4 tTEYMIDUi.1�{/� QA No. / / / TIME AND DATE YiE1GHT -TRRC$ I TARE NET ITr MIT- pEE[IIIr1.Mi �y„tl AMOUNT L65 MC COLD Mix �F TO:Z ASPHALT TREATED BASE TIMES STATE SPECIFICATION CLADS ---- GALS.EMULSION AR 4000 ASPHALT -- r— M[CEIVED rM BALEE I TRGCK x - TA , - IW TOTAL . .... IMri:Qy1YAr l YttllEv WE41/flW-J001 CMtlIrIM'NFt r:� M M,A- SEGALE IWG. ASPH1LT OryPSION N YA.IFWAV P� RUV"i o- 1BSOOSOUTIECFNTE TURWILA,WA MIN . I)lpyl6 INTE 223-01 SE GA 00*0 -� D4iE --- RANT DIWfR1 _ TIME AND DAT:---T`—�- WEIGHT ' I GROSS I 1 TARE NET UNIT OMRIPTION LOS.MCC ul.l hlr 4MOl NT OlD MI% - TONS ASPHALT TREATED BASE -- TONSSTATESPECIFICATION CLASS GALS.EMULSION AR AOBB ASPHALT TR Rf0[Mao X SALES TAX 3841.2 LIST Ipy a'0p1">�Ev�a4 n�WE, TOTAL WT�h .'u[taew J YSRg1 pE�/AM J�14ohMn W P�yI M.A. SEGALE INC. ASPHAI► DIYKIoNpN �. 4D pX 4Mp.MRiM�pUTNCt wp AM gRRrgv rvXrRLw rrw MR#. arI sre.a Z]y-01 bF GAIM WtaRO "TE IWICIItdE��•^.�_��...�^ TIME AND DATE WEIGHT GROSS TAPE NET S43NTTY uNR oncomw" NM hqr AMMIIrT `Us.MC COLo MIx .1V roNs wswlALr rPEwna*AN TOWSTATE 8"CIMAT)ON CLAss GALS,EPxllstaN M 44 AV%ALT t RiCIIV�U _ YlR 1 �N TAX 1 �I�w MwdM IN liY XI1�K � TaTAL ntL MAN CVIOPM'ri4RW.�IIR�i lrp tOwMA/.NYt M.A. SEGALE INC. ASYHALL7 41 V IMON P.O.WK 00-NPOSIPUTHM"n PARkWAT nwakA,WA I"=. IM)an onn 01-ST GA iU 03 11O .....- ...�.._.�.�-++...�._- - KART TIME AND DATE WEIGHT GROSS .... TARE �y NET TITt tWfi .�RMT1p1 Uwt Pnp AMOUN7 LOS,MC COLD MIX TONS ASPHALT TREATED BASE TONS STATE SPECIE ICATION CLASS _^ GALS.EMULSION AR 4M AYHALT �. _ Rlt(1`VED^ PM. TACT TAR X �R Q--VmxVmx:R : ` .7 w1 Ya-�i NMM QMtlIRM/IWriRVIRRAiNM'JOb10WMww/RMt M.A. SEGALE INC. ASPHALT DIY I&ION N RA pR UAwO.iAyp pTy}HI,yN TER HA•gRRNAv TUI(NLlA,1Y ESME. 11EE16T E 223 01=jI 0A LM At.]NO --- ---- nATE PURCHASE i ITEM NLRNEf q 4R➢SR No ___ �— TIME AND DATET�—�*W-EIGHT GROSS TARE NET • L t y WSCRpTgH LAq tiles AMOLRIT 1p.YC COLD Mlx TOME ASPHALT TREATED SASE ` TONS STATE SPECI F ICATION CLAW GALS.EMULSION AR ASPHALT I RSLYWSD PN' TA R� R TAX x ♦�I d,R �Ryy�y '�roT�"AL 95 V M.A. SEGA�E 1NC. ASPHALT DI sc1' R O..E04 p450.1EEC0(MI gn.$%o.......... TVRN1 SF GA MIp . NO NE.ONi 279 Oi 4f GA LAi AJ)]NV O TE KANT qFM gRIRNEA TIME AND GATE WEIGHT _ GROSS TARE lY UNIT-OESCAMTWk YR11 h1u •MMNIT i Lit,NIC COLD K"X TONG ASPHALT TIIEATtD%M TONI STATE 2"CIFWATI0N CLAit.__. BALi.iMUtiWSj.. N.A�pip AMMALT TAX`o X n.Ci1V E6 EY _ - MR1AM�RWRTRRIRMII ~` TOTAL ` ` L:F i RAR:.MMLURtWaIM».l v.R1NRw.YORNww,•,M. .be�6.Nr.1«..i«,1 M.A. SWAIA INC. . ,-,'HA- M Q-mm ON JO ML �*A INM"1 tl SMNTEA'MN'NAr 223-01 M WA SS A. tl0 aTS 5nso "TT s .? TIME AND DATE W IGHT GKM TARE r NET IpMT OSSCANi1MY � Uwn♦rle. APAWNT A LOS.MC COLD VAX TONS AS►NALT MAUD"SE TONS STATE VECIFICAYMN CLASS �.,.� GALS.! .AUS900AMMULT 11EE1'Nio� ' TAX ._ ^— TA7< - _. �Tp1Aw L�y,,L� _ YMwII�MIY YI MIM�/t. MAMn Owu�w+YW1rfMNar'Ih/l !r►J rN1A�w/.ryA INSPECTORS DAILY REPORT Engineering D0.per.er.f ' City Of Renton PROJECT: CONTRACTOR: DATE: WEATHER: BIQ Item --' -- SCHEOULE A Unit elf 11 t 4. Remarks -- — i INSPECTORS DAILY REPORT Engineering Ospam nt CI ty o1 Renton PROj ECT: DATE: CONTRACTOR: WATNER: SCNEOULE A _ Bid Item No. 1 lMlt Qisnt I trr Remarks j. - M. A . SEGALE, INC. CONTRACTOR - DATEJOB MATERIAL PIT S1T£ AIN - lNG� 1 R iYIS t[trrlT 4tf �F7 KID 1. TqE 9p6: .- �' ma tEfm Ri WSW 1 ; 1 s 1 1 4— ---r— i i i i M . A. SEGALE, INC. CONTRACTOR -ATE { —_ JOB —_--- MATERIAL — PIT SITE ft Tip( AMeq Rlrl ,TK7Yf 4T IE/iR TItE 60,.i 019- • 'eLKr iRirm' NHONT -- ♦,- I r i --'r— c -- --- -- - -1-- - r - - - INSPECTORS DAILY REPORT 11 Erglnwrinq p�P�rt�nt City of %nton f PROJECT; DATE: _ WNTRA::TOR; NEATNE R: SCKOLILE A a I d item No. Description i Unit quWity R9merkg INSPECTORS DAILY REPORT Engineering Department City Of Renton I PROJECT: ., ,--- DATE: / CONTRACTOR: WEATHER: SCHEDULE A _ Bid Item No. Description unit Quantity Renarkx lk"H ;TORS DAILY REPORT Engineering Departs nt City of Renton PROJECT: DATE: CONTRACTOR: __.. WEATHER:_ -- SCHCOUIE A aid Item No, pearl flon Unit wantity Rw*r-ks INSPECTORS DAILY REPORT 11 EngI near Ing Depa, '�nt City of Ran"'n PROJECT: DATE: CONTRACTOR: WEATHER: ._.. SC`!DL)LE A Rid Itwn No. __ Des ri tlon Unit uantit Remarks INSPECTORS DAILY REPORT Englieering Npartmant CI`y of Ranton PROJECT: DATE: , WEATHER: SCHEDULE A Bid Item No, Description _ Unit Quantity RwnarkS INSPECTORS DAILY REPORT Engineering Department City of Renton I PROJECT: -- .----. _ DATE: CONTRACTOR: _.--.___�._----_---�— WEATHER: Bid Item No, sew DUIL A Oescriotlon -- Unit uantl Renerks �� M.A. SEGALE ►NC. ASPHALT DIVISION S uE ID ADk MO •tMPt BDVTHCEN111 KNAY MC. n 01 GA M1M• tAMV':ri P0 N MML -8E GA J.M A0YlN0 ��__.... .�.�. DATE ITMIKINSEP TIME AND DATE WEIGHT GROSS TARE NET nTv UNIT DttcAaTw" uAb PA ANOWn LBS.Me COLD wx TONS ASPHALT TREATED SASE TLWS STATE SP£tl£1CATIONCLASS. `— GALS.EMULSION AR4=ASPHALT AtClivt9 'PM TAk . ..,_x _._.. _...e. k V o' J M 11Elt�YED{� „_yam_ TOTAL NA.N CW w`Vw ON1P!'AM JW'G,�,w Nam S M�f+r M.A. SEGALE INC. AlNALT DIVISION PA BOX000-OSpISOlANBLMTkRPARRW:w IMC. v%"CftLA.VM Ulm. IMIl STS am :IJ 01 St GA-LM,MMO DATE �_. RANT ..REM EN ftwilmoft TIME AND DATE WEIGHT GROSS ARE NET 111 __OWNTITV --MIT DWRIPTION UmlP. AMDONT LBS,MC COLD Mlx TONS AS►4ALT TREATED BASE - ^ TONSSTATE SFECIFICAltONrLASS `— GALS.EMUt 11I04 AR 4000 ASPHALT — I 'STi'Ti211iiRU SAlit RfCSIVSD PAt M% 4w TOTAL {AIM.G1NOVyr�I'HNw 011..a Hry JAW�G.M.. ap.ppn IMSPECTORS DOU Lr REPORT rnginaering Ospertment Clty of Renton PROJECT: ,� --�_ DATE: y i CONTRACTOR: - WEATHER: Bid Item No, U Deuri icon nit Quentit Rene•ks M. A. SEGALLINC. I.)'MAi DI1'1510NVN 4�p PPO.O.1P)np SfN1YNpTN)F P oAAkA'A� }NG .wn,. wn PPIPr . Masi el•. eco KANT AND UAtE Wt ud+i GROSS '2 TARE NET WANt1TY uat 0[SC11nT10N WwPHq MMOUMt l&S MC CIN f�MIM TONE ASPHAI t IREATED BASE ^(r"� to"STATE SPECIFICATION CLASS OATS.SNNE510N AR ASSp AWHALT L}S 1fx _ 100275 '.:PMM:w»h ;„ TOTAL Wnn :.+r)iMe vr.mP 111)K..M1n1 Jnb.4wYw.al klPnY M A // M.A. SEGALE INC. stud 1•PHA[.i t)I VISION � POR MIP.O.\0.5R(1(Ol�\MfiNTFP YARN WAY INC �� R WI[R W4 911\BB 1](Fl hlS OIaO \? IF 1.[_ PLANT I IA'I A"O 1 WEIGHT GROSS �r TARE NET -r�i4NTt TY ^—` (RYIT p(yt:AgTIMI _� rUn�1\M 4MOI/lIT LBS.Mc coLo Mix TONS ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS V1 GALS.toutstON Aft4MA8INALT PFctrvau Pr tAats I I1Z'RTfi x __ Ml Cab YlO•� � 100281 Rrl. TDTAI M.Nr I.w\�aR••'YN/<ryr Mlnx PM kaP COIM�\nM Wn M A M.A. SEGAIE INC. SEwuE ASPHALT DIVISION "Q SOX NOAO•IPyDp SOUTNCFNfkW PAWKWAY 1NL. T IIXFWL A.NA 9WIM. 111N11FS O160 'i 0151 ,A t-. ...:2NU DATE q fill .._� v... PLANI 1VWCNAiE�t� ��• `...— -- i1FAiAXNMlW ^WDFW q0 TIME AND DATE —"` 1 Al klLl T. GROSS TARE //�� _ U J L.J `I C� NET '11+ANLITY UNIT DESCWHt_ON Uw,l Irwr AMIXWT LOS MC COLD MIX TONS ASPHALT TREATED BASE _ TONSSTATE SPECIFICATION CLASS GALS.EMULSION AR 4000 ASPHALT WFCEIVEB PM SALFS�-i 'Rick TAX 100283 C'I Z_=z , TOTAL IM Ir L'u.t•MFq 0 vw4 "'l P .Fro 6.ut ..q" ' M.A. SEGALE INC. xEGH► ASPHALT DIVISION `VVNR i WXINI 0-HlMXlS0I1TWFWTIRPARRWpv INC. 'aWltA WA SPI AA OtSO pptC �7 / I C� a. _ PLATIT 11"Ot 4 ORh N N.O I1411 AND OAT[ WFIt,HI GROSS TARE NET — owrHniv Wi1T A[SCl11sT1oN _ _ URn P.v A LOS MC COLD MIX TUNS ASPHALT TREATED OASE TONS STATE SPECIFICATION CLASS i GALS.EMULSION AR ROOD ASPHALT — RICE WED _nM TAR — _Q-_ -- — t . 4L00280- Ic-- MPNWbnMI R1VN 16 TOTAL ON M tl0 I ofi AP M'lYtta.r.,:YNIpr 011.c. �rcn JCF OR.Jrn.M M. M.A. SEGALE INC. "•PHALT DIVISION r k. BOX B0060.10500 Sf1U11QLNTLR PARKWAY ING. KWILA WA SBIM • t!'OT SIS o150 DATE n n'i ., i C'. C�S.Csi�:_ 3_,C RI NAST O TIME AND DATE T Wl IGHT cRoss O �„1 TARf OUANTIIV _UNIT DESCRIPTION — --_Llw..n..s AMDLNHT LBS.MC COLD MIX +--1- / TONS ASPHALT TREATED BASE ` Ul TONSSTATESPECIFICATInNCLASS GALS.EMULSION AR/BOO ASPHALT PR7i0p'MICj"---TTIME SALEi�.-- MEET WED --_#—__ RM TAR 100289 BR-'"R.Rrt "� No" i roT"` NR N I,YYIagRI Y.4p.U1Lp.RnL Mh DMA+nrvC WMR M.A. SEGALE INC. ASPHALT UlyiStONUN KJOOKi.*A "M imign 150 rwPkkWkY 72301&F G%wa[ . Uwl 6T4 oBa 77J Ot 4F fi.\ i.\L 431gNp DATE PLANT PUMNAg{ _ TIME AND DATE WEIGHT GROSS TAR, NET OYMYn 7 LENT.OOeBIrfgN u.P r.N. AVOUNT LBt.MC COLD MIX TOM ASPHALT TREATED BASE __—_—_ TONS STATE SPECIFICATION CLASS —� DAIS.EMULSION AN JBBB ASPHALT TPTT'-'— EtZ4i6GLiCi T�11�11 -It1 - TAk I 11�ti:.t?3 � �+r Mw�i�r 'MUk�,w • TDT'�l AP,N ,:.u,nwn. T.wAlhw-hM.,»;QMwwe Ffkm M.A. SEGALE INC. ALT 0('ASft)N *ft00$OUTKC*%TtR Aftx*Ay INC. TWMLA *A IN"it. ow ovs am —3 01 SE CA LM g 17NV 01 Tt ENO TIME AND DATE WEIGHT GROSS TARE NET Las.AMC Coco mix TONS AMIAL T TREATED IIIAU TOMSTATF.PECIFIrATIONCLAU "ll&EMIVL610N t M 4M AVONALT s&tn Tax Igor*W5. x AN TOTAL � 75 M.A. SEGAIE NiC. ASPHALT DI•JISTDN P,O WA ONIO.UM WUTWENTE A PARKWAY TUXMLA EAA UM. IlOO OM OIEA GA\N A31J rl ..__.�. DATE �. •�� P•I PtAfn QAIQEO NO. TIME AND DATE WEIC, GROSS 3 ,U O TARE __.__._ i•.�` , , �...,- NET _,ySy�Nrm � YNIT SNCRiEitpf w E.p AMDUNt LES,MC COLD MIX TENS ASPHALT TOEATEO SASE TONS STATE 9EECIFICATION CLASS 11a2.... GALS,SMULSION AOSSSSAW"ALT ipiLT --- LLLA �: AattrvEo __ Er rAs .�.�� x �.} V3 w�+n �"w.E�ifaE roT AL M.n riven.:YEAS.dex. Ma Sea.t:.✓new•W f.EM M.A. tiALE INC. ASASPHALTT DNMlb). PO GA My.*01:=- 1w1 7730! SE 1T110ENTER gAgRNRY TLRIg1IA. 1 ONO A-\tl A7}7"O DATE RANT TIME AND DATE WEIGHT T i GROSS TARE NET MCC_ RRWT#ON -- yMl Etir yAgg7Y LBS.MC GOLD MIX — TONS ASPHALT TREATED BASE TONS STATE SPECIFICATION CLASS ' GALS.EMULSION AR 4090ASPHALT McEwEo P'xA wa ^ TAR 1Uti!"181 TpT,K An,N.DR ,EMiNDNRR PrA.Aip CrYRNIgy ft. M.A. SEGS" INC. asrHALr o �sTON1 NC to .�I max M1M•bUTN IMTTx PARxWA\ OATf PLANT An III FIO 1T�NUMSlA TIME AND DATE WEIGHT GROSS TARE T ANTITy_ - .---_— IT NEPCAIKNkI —'- LSS'SIC 1mL11 MRx U"N. AIIQ MIT -- TONS AShIALT TAEATEO SASE_._._-- TONS STATE IPECIFICATION Ct ASS ,_y,�„� GALS.EMULSION AN 4000 ASPHALT LX ---y- _ -- CCII/� l i .lGTQ +PP�P�v lla lPin TOTAL IWM 1a1TIFslr{YwyP.OIM!MA AID.:&M4 Pqul INSPECTORS DAILY REPORT Eng?naeriny Department City of Renton PROJECT: _ —._-- DATE: ----- CONTRACTOR: NEATMER: SCHEDULE A Bid Item No. Description Unit Quantity Remarks • INSPECTORS DAILY REPORT Engineering Oepart*ient City of Renton PROJECT: DATE: CONTRACTOR: HEATHER: ' t _ SCHEOL'LE A Bid Item No. Description Unit uantit Remarks r Cesswo septic Skrice o. 16`f 1 � • Toaoma. WaEA. 48444 RIB-7J7I Nana Add,. DUAN �Dc tC4Plpp W CIE "ovm r E _ aA[� • RFfi MIS SLIP fpR REFEREtKE • Cascade Septic &Dvvico, inc. F"' 04"1 Bo. 44C99 a income, Wmh. 98144 No. 16472 8482371 Nam 1 � Address_�l�Ti 'Qy�,� .314 x+io.r c.w : o o duct a A(o im Wl.k CFS;9c*Wk r r �F �r • KEEP THIS SLIP FOR REFEgEN�E • M. A. SEGALE, INC. GATE MATERIAL _ -- 408 PIT SITE AYuI TIME iNff KlrlT Twa KINT MET KIMt tIME I i19i3 rtIYfI ti10[Kiif Kt KiMa lhh TIME I I — I a M. A. SEGALE INC. CONTRACTOR DATE JOB ___ ______ MATERIAL ` PIT SITE TIME ! 9AM WHAT rtllEk NEW KT MFIBMT N�tlrdt i TUE ` aou wt t onaw"T <r*den I 'm ow III r i t e 1 1 i 1 _ -- 1 , t s M. A . SEGALE, INC. -- -------- CONTRACTOR DATE ----- -- MATERIAL TNNCN ,y PIT SITE TIME GROSS M41tllt K *EIGHT NET NE IOMT `wN ------ _. _ .- .-.-. TlW1 GROSS MEIiNT TNKk NE191T NET NEINIfT Eil ET MEIONT M. A. SEGALE, INC. CONTRACTOR _ _ _— DATE - MATERIAL .._._..—__=. . -_----- JOB ----- -- PIT SITETom _ ---- "m TIME WM WEIWT � TRUCK VE10[T MET W:Qr THIN 9F0lS Ikl�ff iWtx kl ri �. W AT _ Ma. `J i r y 1 1 i i _ M. A. SIOAt,t, INC. CONTRACTOR CATE _ _ _-. ._-- t MATERIAL ---- JOB -- _ PIT SITE _ =_ 1!•CR TIME OM WSW TRIRR WIWI RT KIMT � tw II amen I[twT um VE AT IGIWT - .s . 14 • I { 1 i 1 1 i M. A. SEGALE, INC. XX CONTRACTOR - _ __%.�- GATE - JOB ' " T TIM[ �KHMi i TIWK WIGHT [ET KNIT F'r• - Try[ J+' - WIGHT err IEW vFT K[OIT ��_�` — •. .. T ------------------ i i _ M. A. SEGALE, INC. •t r� 1, _ CONTRACTOR — _.. ___ — -- DATE -JOB MATERIAL ' owl _ ----- -- _ PIT SITE 1 [ i1MC SM KNIT ItYiC[ WIONT NET NE!GNT TINE ! 91M IIEli7 j 7ryR �EIMT IkT Klri -!ME �I iMf- 'i 1R1�' I ! - � t i I M . A. SEGALE, INC. CONTRACTOR DATE _--_----__.._----- -_ --.�- J08 MATERIAL PIT SITE T/IE il6f11[IdA l�yTj II[IMT al KiNiT � TNt ; 9t011141 7IE1>•T rFT Y[IMT 1 TII ET IEINR I i � i r I INSPECTORS DAILY REPORT 11 Engineering Department City of Renton PROJECT: DATE: CONTRACTOR: WEATHER: SCHEDULE A Bid Item No. Description Unit antit Rtwmrks ,0 INSPECTORS DAILY REPORT Engineering Department Cl" of Renton PROJECT: DATE: CONTRACTOR: WEATHER:_ SCHEDULE A Bid Item No. Des rf tlon Unit Quantity Remarks 1 INSPECTORS DAILY REPORT Engineering Departmert City of Renton PROJECT: DATE: ' CONTRACTOR: WEATHER: — SCHEDULE A Bid Item No. Description Unit Quantity Remarks 1 INSPECTORS DAILY REPORT Engineering Oepartm nt City of Renton PROJECT: DATE: - CONTRACTOR: WEATHER: SCHEDULE A Rid Item No. Descrlptlon Unit Q.antItyF Remarks