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Home My WebLink AboutWWP2702110(3) is on I I I BEGINNING OF FILE FILE TITLE ?on I ow 1 /0 9"70AI COD SEWER RF, PtAd6M6:A1T (1"3) NNTRACTOK CbRRESPD+vDeNCE WASTEWATER UTILITY CIP COST DATA AND INVENTORY a NAMEOF - o . CRY PROJECT PROJECT WWP- IQi'eAAL Au'E� k� . d 6 4y1'�7 NUMBER f TO. City of Renton DATE. _ �A.1_ Ilr lSrr$ _ 4 Plan Rwiew Section Planning/Budding/Public Works 2D0 Mdl Avenue South Renton,WA 99055 Per the request of the City of Renton, the following information is furnished concerning cows for improvements proposed to be installed for the above referenced project. NEW SANITARY SEWER SYSTEM ABANDONED SANITARY SEWER SYSTEM Lwglh Slt. Typo L.nglh S. T,w 75C3 L.F.M r^` SEWER MAIN 3283 L.F.0 ��_ (�� SEWER MIN . AC;1 L.F.of -�.,Z. SEWER MAIN L.F.of SEWERMAIN LE of SEWER MAIN L.F.d EWER MAIN L F.of _ SEWERMAIN LF d _ SEWER MAIN 9, EA oI _4_ DIAMETER MANHOLES EAOI DIAMETER MANHOLES 7 _ EA DIAMETER MANHOLES EA of DIAMETER MANHOLES Wen ad NA 45i35 cos, g 777!175.Is3 1 V M. rr0ffiCnJ Projat Muugcr (dry phoney (SIGNATURE) i rsruss/ STDATI.D(MDt J � t i JCOEtRR JM =I DETAIL EE90RT For hri RdE: - %12 01/161" 15:36 RMEM i J9D: 14127 SGJ I f��j,J�jEI,�M41Y TAAMSE M IMIST r: CENSEM NOr: EMRIEIfiFNSEN 9ISTEt: 672,146.29 Tr date DerU t DE r A9<au+t Mews LY6of OalwfitA Nwww IMMiRI EWi9 Other S4Rx:9tal ErcuO Ttlat RoegY ....... ........ ..... ------- ----- ----- ----.... ...... ........ ..... ..... ........ ...... ..... ....... F.t: 5160 ✓ELIMIMART DESIM/ENG W/15/92 CNRISTEMSEN 401 535 5.50 116.26 49.07 165.3S 10.35 05/31M CXMISTEYMN 401 535 2.W b.51 19.63 b.14 0.14 06/15/92 CHNISTMO 401 535 4.00 $4.57 35.69 120.26 120.26 06/30/92 CNRISTEMSEN 401 535 2.00 42.M 11.04 60.12 0.12 07/15/92 C"MISIEMC_M 401 535 5.00 111.02 4v..65 157.67 157.67 07/31/92 CNRISTEMSEN 401 535 4.00 61.42 34.36 115.73 11S.76 07/31/92 JE07.0 JU DEr CM 42 401 S35 150.35 160.36 180.3E DOM/92 CNRISTEMSEN 401 535 3.M M.20 30.92 104.20 104.20 06/31/92 CHRISTENSEN 401 535 3.00 66.61 26.11 94.72 94.72 W/15/92 CNRISTENSEN 401 535 4.W 66.62 37.40 126.30 126.30 W/30/92 CNRISTEMSEN 401 535 7.M 155.43 65.59 221.0E 221.02 10/15/92 :NRISIENSEM 401 535 l.W 66.6E 37.b 1M.30 126.70 10/31/92 Cxq I STEMSEM 40/ 535 3.00 b.61 26.11 94.72 94.72 11/15/92 CNRISIEMSEN 401 535 4.M 97.70 41.23 133.93 130.93 Ti/30/92 CORi SiEMSEN 401 535 2.M "Al 16.74 63.15 63.15 12/15/92 CNRISTEMSEN 401 535 5.00 111.02 b.05 157.67 151.07 12/3./92 CNRISTENSEN 401 535 4.W 61.42 34.36 115.76 115.76 01/15/93 CNRISTEMSEN 401 535 2.W ".41 20.56 64.97 M.97 01/31/93 CNRISTENSEN 401 535 5.M 122.13 56.55 176.66 176.0 02/15/93 CNRISTEMSEN 401 535 6.W 133.73 61.69 194.92 194.92 02/25/0 CNRISTENSEN 401 535 6.W 171.12 79.2• MO.35 250.3S 03/15/93 CNRISTENSEN 401 535 6.W 140.01 64.62 2%.63 204.13 03/31/93 CNRISTENSEN 401 535 5.00 106.95 49.52 156.47 ISGA7 M/15/93 CNRISTEMSEN 401 535 4.M 93.34 43.22 136.56 136.% M/30/93 CNRISTENSEN 401 535 6.M 140.01 64.62 204.63 2%.0 04/30!93 N06SCM 401 SM 3.M 60.36 27.95 66.31 66.31 05/15/93 N06SON 401 $36 3.50 77.a 35.66 113.3E 113.32 M/31/93 "CISM 401 535 I'm 1..J.f4 65.21 206.05 206.05 M115/93 MMSM 401 535 13.W 261.53 121.10 362.65 302AS ^ 06/30/93 NCOSM 401 535 14.00 291.6) 130.41 412.06 412.06 07/15/93 "COSY 401 535 17.W 342.03 IM.36 5M.39 500.39 qi 07/31/93 "MSM 401 535 27.M 543.22 251.51 794.73 7%.73 M/15/93 MCOfO 401 535 17.M 376.23 174.t9 550.4E 550.42 W/31/0 MMSM 401 535 12.W 221.31 102.47 323.76 323.76 W/15/93 xMSCN 4C1 535 13.W 2b.72 123.49 390.21 390.21 •1 09/30/93 IIOOSON 401 535 6.00 164.13 75.99 240.12 240.12 10/1S/91 MCISCIN 401 535 4.00 $2.07 M.W 120.07 120.07 10/31/93 "005,1311 401 535 10.M 225.69 104.49 330.16 330.16 It/ No" 401 535 6.M 1b.73 77.22 244.00 244.M 12/15/93 MINIM 401 535 12.00 2b.20 113.99 3W.19 360.19 12/31'93 MUNSON 401 535 5.M %.03 43.54 137.17 137.57 01/15/94 MMSM 401 535 20.00 456.M 222.13 660.12 660.13 01/31/% x0 m 40/ 535 15.00 312.26 ISI.b 463.74 463.74 i I JCDETRP JOB COST DETAIL REPORT For Peri o6N: %12 01/16/95 15:36 PARe 2 Jol,: 14127 S,XJTH HIGHLANDS TNTERBASIN TRANSFER Ngr: CHRISTENSEN NO 45135 CBD SEVER REPL PHASE 11 Nor: CHRISTENSEN BWget: 67C 146.29 Tr ERte D9c.t DeHtr Account Hours LP6or Benefit. Veo6or IgtNri Bl Etluip Mar SWtotAl ETruki soul Re9eTNo ------- -------- ----- ------- ----- ..... -------- ------ ----- .. ..... ..... ........ ...... ----- ...._. 02/15/% HPBSON 401 535 17.00 353.92 171.w $25.57 525.57 02/28/% POISON 401 $35 33 00 839.66 407.24 1246.% 1246.90 03/15/% NOBSON 401 535 26.00 541.27 262,52 503.79 803.79 03/31/94 HOBSON 401 535 36.00 686.99 333.19 1020.18 1020.18 04/15/% HOBSON 401 535 26.00 541.27 262.52 803.79 803.79 DAM/% HOBSON 401 535 18.00 432.79 209.90 642.69 642.69 05/15/% HOBSON 401 535 15.00 360.66 174.92 535.58 535.58 05/31/94 HOBSON 401 535 14.00 280.51 136.05 416.56 416.56 06/15/% HOBSON 101 535 10.00 218.58 106.01 324.59 324.59 06/30/% NORSON 401 535 3.00 65.57 31.80 97.37 97.37 07/15/94 x.ySON 401 535 12.00 2i,.N 127.21 389.50 389.50 07/31/% HOBSON 401 535 6.00 144.27 69.97 114.24 214.24 08/151% NWSON 401 535 1.00 21.86 10.60 32.46 32.46 08/31/94 HOISON 401 535 1.00 20.03 9.71 N.74 N.74 09/15/94 HOBSON 401 535 3.00 65.57 31.80 97.37 97 11 09/30/% HOBSON 401 535 2.00 43.72 21.20 64.92 64.92 10/15/94 HOiI SON 401 535 2.00 48.09 2332 71.41 71.41 1D/6./94 HOSSON 401 535 1 21.86 10.60 32.46 32.46 12/15/% HOBSON 401 535 1- ?I-m 10.60 32.46 32.46 1 FANt 5160 537.00 11598.]L 5440.90 180.38 17220.02 17220.02 FD2/% 5190 FEES S TAMES \� 02/281% 1M155Z OAN S. IOSSIN 421 5% ,00 29282.16 02/28/% 109515 BURLINGt IW NO0. 421 5% 363.00 363.00 361.00 •F4P14t SIN 363,GO 363.00 363.00 29282.16 I.t: S200 FINANCIAL ACTIVITIES 121271" 93-12-096 JCS STAFF ON 532 -55.14 -55.14 -Y.14 12/27/93 93-12-096 JCS STAFF 401 535 55.14 55.14 55.14 09/23/94 94-09 071 JCS STAFF 000 532 -2017.35 -2017.35 -2017.35 09/23/94 94-09-071 JCS STAFF 401 535 2017.35 2017.35 2017.35 •F,nct 5200 .00 F.t: 5220 INSPECTION 02/28/% AM DOC 532 59.20 59.20 19.20 02/28/% PINNNAH 000 532 21-M 590.74 281.66 862.40 862.40 M/31/% AM ON 532 %.20 96-20 96.20 pA/31Tx PINRHAN ON 532 32.50 671.08 36.47 9%.55 9%.55 >ti� V. . „t d N; T �n T ` ~ `... .4 3,•°- .I 1 r5 _ JCDEiep J08 COST DETAIL REPORT Por Perio6N: %12 01/16/95 15:36 vepe } lob: 1412T SWIM HIGHLANDS PHASE ill:TRANSFERCHRI Ngr: CMRISTPNSEM � V0; G5135 CBO SEWER REPL PHASE If Ngr: CNp ISTENSFM BuOpet: 67Z,1<6.29 LNNATTt 1 1r CRte Ox----- ----- ..come ..... LWor ---- itz Ve l gteriel Eplip Other Slbto[Rt Ewt iobl Revenue DWI/% A274 ON 532 . ...- -_ ------ ...36 -._... 1 10/15/94 INb1PSON 000 532 16.00 466.00 226.45 V.lb 92.01 42.01 10/15/94 vINRNAN NO 532 12.00 %1.75 115.60 428.20 692.01 10/15/% THOPIA274 ql NO 532 1T.00 238.}5 115.60 1428.20 1428.20 10/31/94 A274 OW 532 350.32 353.95 10/31/94 A2% NO 532 50.3E 50.1E 50.7E 10/31/94 PINNNAM WO 532 67.W 1578.8/ 765.12 316.72 316.7E 316.7E 10/31/94 ipplPSOli WO 532 5.W 90.28 43.79 23".53 23 .53 11/15/% PINRNAN 000 532 44.00 IIW-41 S7T.35 134.07 134.07 11/15/% TNONPSOw WO 532 8.00 144.45 70.06 1767.76 1761.76 11/15/% A274 WO 532 214.51 214.51 11/15/94 A2.J 000 532 23.68 23.68 23.68 5220 130.24 130.24 130.24 •P1e1ct 245.50 5921.87 2872.11 723.7P 9517.70 V517.70 i 5255 OTI LITT LOCATIONS W/311%t/% B051 OW 532 08/311% NA IN M.' 532 3.00 W.33 38.Re 8.88 8.88 8.88 •P.t 5255 119.29 119.29 3.00 80.33 38.% 8.88 128.17 128.17 furc[: 5350 PLAN NEVEW � RWi1ME 01/15/93 NENNINGER NO 532 4.50 Rt.43 39.28 07/15/93 NENNINGER NO 532 2.00 37.69 17.45 11 114.1: 55. -F.t 5350 .14 55.14 6.50 122.52 56.73 179.25 179.2• P211/92 5430 SENVICES 000WW 6-91ILANs 1 07/21/92 62099 CAC 006-91, TO 421 5% O7/27/92 N2025 PARANF THIN INC 421 5% 442.26 SW00.00 S0000.00 07/31/92 62OW CAG 006-91, TO 421 596 442.26 442.26 09/28/92 W3861 PARADE TRIX INC 421 5% 75606.86 442.26 442.26 09/30/92 62099 CAG 006-91, TO 421 596 35606.86 35606.86 09/30/92 6209P CAG 006-91, TO 421 596 -18064.99 18064.99 10/26/92 O94W PARANETRIX iRC 421 5% 7474.0 -17541.87 17541.87 10;31/92 62M CAG 066-9', TO 421 5% 7474.63 7474.63 11/23/92 095638 GARANETRIR INC 421 5% 2863.61 -]G 74.63 7474.63 12/31/92 62099 CAG 006-91, TO 421 5% 2863.61 2863.61 12/31/92 62099 CAG W6 91, TO 421 5% -2863.61 2863.61 01/11/93 0%911 PARANE TRIM INC 421 5% 3612.64 -368.64 3612.64 W/15/93 73384 CAG 91-0%, AD 421 5% 3612.64 b12.64 7752.48 7752.48 1 i a ", JCDETRP JOB COST DETAIL REPORT For Periotl4: - 9412 01/16/95 15e36 Pape 4 Job: 14127 SOOT" HIGHLANDS INTERMSIN TRANSFER Mgr: CNRISIENSEN WO: 45135 CM SEWER REPL PHASE It x9r: CNRISIENSEN Bud"t: 672,146.29 Tr.Este D9c.t Descr Acc.t H., Labor INxafita Va r NateriaL EWIp Other SWt6Ll E69ub Toul 4. -- --- ---- .... ..._.. ..... ..... ........ ...... ........ 01/31/93 73384 CAD 91-D06, M 421 596 - --- - -7752.48 -7752.4E 01/Il/92 65455 CAD DORS, AD 421 5% 7752.48 7752.4E 04/13/% E5455 CAG 91.006, M 421 5% 6932.52 6932.52 O4/it/% 111035 CAD ALIT% INC 421 5% 7i6.33 746.33 146.33 O4/3D/V4 15384 LAG 91.006, AD 421 5% -T46.33 -746.33 05/09/94 111952 PMANE TRIX INC 421 596 1000.4E 1000.46 1000.4E 05/31/94 ]S184 CAG 91-0%, AD 421 5% 1000.4E -1000.<6 06/13/W 112940 PARANE TRIX INC 421 5% 202.4E 702.4E 202.4E 06/30/94 73354 CAG 91-006, AD 421 5% -202.4E -202.a W/18/% 33905 CAG 91-006, AD 421 5% -202.48 1-202.48 08/31/94 65455 LAD 91.006. AD 421 5% -6935.73 12735.73 W/31/% 71384 CAG 91 DD6, AD 421 5% -6932.52 -5803.52 10/10/94 116194 PARAFIETRIX 'NC 421 5% SSA.07 3537.07 5803.21 10/31/9. 83905 CAD 91-0%, AD 421 5% -3537.07 -3537.07 07 -F.t 5430 55486.A 554W.34 9198.6E 64685.00 F.t: 5M0 SERVICES CQNSLILTANT 2 i 02/18/94 80657 SOP. TESTING r 421 5% 2500.00 2500.00 L4/VI/94 ,10778 MR TESTING LA 421 SW. 174.7(. L]<.70 174.70 %/M/% W657 SOIL TESTING F 421 5% -174.]0 174.70 05/23/% 112155 MR TESTING LA Q1 5% 92 I 05A1/% 806`7 SOIL TESTING F 421 5% 92.70 92.70 1 02/31/94 80657 SOIL TESTING F 421 5% '92.70 -92.70 -2232.60 -2232.60 `F.t 5"0 267.40 267.40 267.40 F.t: 5460 SERVICES CONTRACTOR 1 03/01/% JE-03-22 47,1 5% 5490.15 54W.13 5490 15 03/Oli% JE-03-23 IXl 5% 4697.8] 4697.Bt 4697.l7 D3/14/% 110083 KING CONSTRUCT 42: 5% 113516.70 113316.70 113316.70 03/281% 110517 KING CONSTRUCT 421 596 %963. %%3.% %963.95 04/O1/% JE-44-21 421 596 KING [aNSTR JE-05- 421 596 5558.91 5556.91 5558.91 04/25/94 31 UCi 421 5 96 114735.92 114735.92 114735.92 05/01/94 JE-05- 39%.05 39%.05 3998,05 05/01/94 JE-OSlSI 421 5% 5155.16 5155.16 51S5.16 05/09/w231% 11lsel2352 KING COR•.PUC1 421 5% 82519.75 us 19.l5 WS 19.75 d US/2l/94 112152 KING CONS..JCT R1 596 106A02.48 106402.48 1064D2.48 06/Oi/94 11 947 •21 5% 3190.90 3190.90 3190.90 06/13/94 11284T KING [ORSTRUC� QI 5% 659 0.18 65860.1E 65860.1E 07/DI/94 113864JF 23 421 5% 3440.87 3440.87 5440.87 07/11/94 11l864 KING CONSTRUCT 421 5% 71019.56 71019.56 71019.5E i --,F- T r JCDETRR JOB COST DETAIL REPORT For Peri aEP: %12 01116M 15:36 Pe9t 5 Ja : 14121 SWrh HIGHLANDS INTERBASIN TRANSFER NBr, CHRISTENSEN W: 45135 C&D SEVER REPL PHASE 11 Mgr: CNRISIENSEM BW9et: 672,146.29 lr Clete Doc~t Descr Acaunt Mourn LW9r Benefits Ve , Ne(erief F", Other S1 totai Em9 Totes Heverwe....... ........ ..... ....... ..... ... ........ ...... _....... ---- ..... ........ ...... _.... ._..... 08/01/% JE-08-38 cING COAST, CA 421 5% 100.00 100.00 IOO.W 08/15;% 11e856 KING CONSTRUCT 421 5% 2064.DO 20".DO 2064.DO •Fund 54W 652B82.54 31631.91 fW%514.45 68451..0 Fp19❑ 5999 DErAULT 10/15/94 THO PSON 0" 532 12.50 458.37 222.31 680 W MD /-0 10/15/% A274 ON 532 37.00 37.00 37.00 •F n t 59% 12.50 458.37 222.31 37.00 717.0 717.0 F.t: 926 NON PRODUCTIVE TIME M/15i% A290 000 532 2.% 2.% 2.M -WO 45135 •Jab 14127 BOA.50 18181.83 8631.01 708999.28 772.56 31812.09 7683%.97 9198.66 777595,63 2V282.16 804.50 18181.0 8631.01 7GISM.28 772.56 31812.29 7683%.97 qj%.e,jMjMkW 29282.16 J _ J 1 I i TRANSMITTAL TO: Waste Water Utility t � I FROM: S— �.�.-7Kf,�J/✓I Subject: Submittal of Sanitary Sewer TV Tape Project Number -- // Project Name 31! "/'�J S 27. I have reviewed the TV Tape(s) for the above project and the line(s) appear to be in acceptable condition at this time. _ I have reviewed the TV Tapes) for the above project and the line(s) are not in acceptable condition at this time (or the following reason: ��/(m.torm/rue+nn �J E NORTHWEST VIDEO SERVICES 2332 N. 149ih SUM,WA )8133 V I D E p l 206.362-052 i4gG e ✓ 3 o A P E L T N E I N S P E C T I 0 N R E P O R T a�Taa .�',✓(' C✓ -- - n Er OAT[ Q�Aa oruw w oTACE Earreud E@� rorrtvre loom* or aravECTDN oN ^ afwrrgw a'u! � OWO6 , a L� )E N �rF TMEM61sEC FOOTAU _ TO 5 a�rErn `w T a. r worwE mrem 41 42 C8�• q. i a, •S t � r. r{ aR p . 1r 0 7 G r0 _ c T8 .4 e .Lff RUM$ r. � /ryA!Sral. Sf4a ny 3i5d LCF f 93 ' G9r LrFT. FN0 Rcr.r f�. /o, NsPfcrm By • t NORTHWEST VI©EO SERVICES 2332 N. 149th Seattle,WA 98133 206-362-4852 V I D E O P I P E L I N E I N S P E C T 1 0 N R E P O R T OROEi0 curm"m r q � orn -you lsoEerFoe gN - N a✓ro _ a c- r v�sr[tron raturoorw[-- #aruewff wetM/eome �rti'nE TaFwu[ - ^ o r� O]IpI Of llt TMECOWTU /irt�w CV� TO $ FWAU common CDMNbn onT O _ °T a 9 T. •Q - � 4 _ /n.✓ sT�9 a i �_ ns a / a y >. ' . !� CE w �T. REMAKS T. L�fr F INSPECTED By y€'1 NORTHWEST VIDEO SERVICE7EP 2332 N. 149th Seattle.WA 98133 206-362-4852V 1 0 E 0 P I P E L I N E I N S P E C T 1 0 NT ORM# m oer yn Q. wcrnwa tz 04K N //� erJ t7'. OF wl1ECn�011 (� roTY.wm4eE IOF tie Yll zlEl �OEI1117E �1�11M-rcc dl�w W(� GIUOE V g tLIpIgN 011l! �',-_ /y,..... T1►[Ld1111B Stt ro s romme oo E1s r mmc37 a rmnr n e _ r. — 1571 / - O 4 _ g.. c < • F.•cl ✓• T ✓ /e GJ r Td 7 / s- .✓,✓ 4a N fZ3 7- 00, / ace a,ea NEYARKB".�aAs /Ja ' �9/LK . SL'z n/'crr h6nCTEe BY —J I i. NORTHWEST VIDEO SERVICES 2332 N. 149th Seaft,WA 98133 r V I D E O 206-362-4652 P M P E L t N E arou i Eat I N S P E C T 1 0 N R E P O R T [< 1t . LOCAT c_ TOT•1LPoOT eOF"ANUKU r .SUA*Dr"g Awrt" Toaee[ OF //N�� CGpnOM aFLw R GNP S ,.., . s' a TMeCpMiG <Fr wwma COMM" TO S FOMAW, ao t ZLL+, 4 3 / �F J� .YTfLCif�- / 83 T REMARKS WSPECTS EY r NORTHWEST VIDEO SERVICES 23,12 N. 1<91h �,.. Seattle.WA 98133 9G E 206-362•4852 V 1 0 E 0 P I P E l I N E I N S P E C T I O N N E P 0 R T a�auF ona�T wTw�nm do Oplam roTLL tooTNwE FOF YIMEILi 1T1!@IIIDitq q E .s "-6 LEVEL.{pVB.• duo[. d1110T00M OF LFQ TYEoouwTV S To 1�✓10! COlrlt' FOOTAX commm T - :3a — REMARKS INSPECT©By L� i , p!A),rO1pp,H y i 1 KING CONSTRUCTION CO., INC. 134. 8.1, STREET EAST • SUMNER, WASHINGTON 99390 • 0")$39-7919 (306)963-0933 FAX (Tu6)863.4"1 1 APR 211994 4.'rt• AFR1L 18, 1994 CITY OF RENTON CITY OF RENTON Engineering Dept. `. ' 200 MILL AVE. SO. RENTON, WA 98055 0. fR . *,•;. PPOJECT: 94-3 RENTON CBD SEWER REPLACEMENT ATTEN: JOHN HOBSON ''• `•"p-• Dear John: As promised at our meeting last Friday, I am enclosing the following: 1- AS-BUILT LENGTHS AND LOCATION FOR ALL DUCTILE IRON SIDE SEWERS INSTALLED AS OF THE CUT OFF DATE FOR ESTIMATE 03. 2- UTILITY AS-BUILTS AND SIDE SEWER AS-BUILTS FOR LOGAN - AVE. FROM AIRPORT WAY TO S. 2nd ST. AS REQUESTED BY BOEING. If you have any questions pleaLe give me a call Sincerely, -'" Brad Holt F 'i�O fir. Y. �i FAY'!. xq` W• T f f„ I .4' :, Tf.. ..... b-K "'---- —/•It /��- : 1 .- -J..ca}2!�1— �� a � s� Ss.....as—�------- D<, 1� ,ems _•�_ __— __.__-_—__. 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I it lEl�Cziii i i i 2 � - 1 ' i 3 � a` . .. # r ism n I. r X n • wrp Y .. � � � � *. �� :� _ .. � - - x„ �.. � .. �' � �. . _ ti k. `r � - � ` �, .. . � � + .� 1 � � � .�� .�. - y�4� � ��„ A`f� i t J. / , �1 1 'I�� C� !µ.' Y ♦ . `!- �� \� • 1{ 1 f h. ''`� �' .. �: - - �n .I� ,, .�. .. . . :.+ 5 ,. e� � _ ,, ._' �. ... .. l � A aral ism 4'O.f`C INSfY.11<.� Cq �M1. �.Cwp h4 l//I AN OM i I ' I J � / IWAINa �,ct., .27, 1 Ad Ass - /�tsv H<.r�s --_2 !o .w sK 6 Al 1 I 1 ,5 _ u b - f t � � 1 SrF y s 1 1 � i "'fit 1 1 �a r _+t x&. �ff' f 0 (Lit �`-- '� fT I � L l�sr�r 8iS ssa (>v ' E aim l zli5l N'?ii is '1 a . J Mf 455 .SUN iA 07- <N /cam tv Len ♦4 T - SdL i S.t�� nK y J .ifG }t i�..SYw}1<,! � �j,E,rG.y its/f1✓ � S r� .S L<Ns« , . I u T6 T. IPA f04 E ire ---- -- - > 1. - w - i Ar�pess i I ! 30 '' � fL /17 b --S i r �„ �,� _ yw .,, � � - �� , � - _ / .. �� . ` 'i r ` � � . . �.. � - �, .. � � t _ *� -. .. � _ :x,. :r � .i �: �; 4 ', . � � r �,� . � !�� , , _ ,. �. � ��, icy �� t; r � �. ,�, F. fi �., `.1� �� ,� � � �. Y r`�` �' {. �*-� � " ^� � '.t 5x, _ s l� y � � * '' �. .. �� * f � ��'4 l l V . t .. 7.'' ; _ ,� t f � Ark ess ioq )eta Ts ML c� y«w 7l 2I . y�fe inn SFw 11�e/ Z��9'/Q•..i r �I� �y I I I i y �\ I oc"*te a•?,, s�,,„,. of�s i I �rt5 r A a ; E r . L iiN h F a, '• JM F� f I Addris 4c. gy � 3 ) 31l815y u< ,.�err I l I 2s I 0��g e s y � � f 1 b � �ctL l � TTT � 4 I I I i 1 l v nh►90 7 ha Yr 6..,.� x�nl n s•� t ^n Sn� .x i. G/< wHa�r 4 L'VtM a4 / Y css jai J ..I,, A,�/ G/C A•n e r r Od- � N• ' 3 i + i T NSt f i. s , 'C' ;4- Ak," !. b- A _'5At,— 8e4,. K. 1 .,-J T . ..,.... 130. >L cam..k. 1:.. .r d4c -WA sr '88 ,...7 � ' ✓ „c y LClrr�.cs . I A/.m M. -4 o- t NatiN C.v fT I I i PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 735-2631 Municipal Building 200 Mill Ave. South,Renton,WA 98055 Contractor King Construction Co. Inc. I Address 13313 1!2-8th St. E. i City Sumner state WA Z_P. 4k390 — Suumem Number Cmvnc.Num6<r �'rcc N— IS CAG 93-075 CSD Sewer Replacement t _ The following statement chows the number of working days charged to yocr contract fcr the week ending June 3, 1994. Deg My conain�. Woxins D.Y. un+ort.bu o.5 c.n.rd 6Y WnNer or WuNrr Cwdi0am 5/50/94 M.M. CIu=_ 0 Memana U. 5151M Tu<W. Dveua+ 1 611 N4 wo.rc . p.N Clwd. 1 6R 4 TlwM hN Cloudy_ 1 613� PrN. KM Cbudr D.Y.Oi.ve.L_..............._. .._.__............ _.._._ 4 68 0 n o CURRENT STATUS 75 •eyprvv<d E.un.ion of Tlme_ _. ._..._..............._.... 9 _ 84 T,.i Mth. ud T.me of Comisn_._ .............._.... 72 12 ••WohiniMr.Remuniry... _.. .....__...._.............. -- Summary of Week's Activities: 1 jtxt- ngincer l •aw oN>o.un.iom.ppn,.<d by Ch.W 00rr ••o.. wet.m.no.m<mn m iimr Nou: Tr<amntlur rill h<dlu..d 10&Y.from dau of 0n rtWn in which by p.g in—1iry 0e aarrt<.neu of Ihi.parmrnt, omerxiu h.bdl De deemrd m hwe bee...ccepuu u;urnar. CBDSev<imwd59DN.bh I i. z PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Ave. South, Renton,WA 98055 Contractor King Construction Co.,Inc. Address 13313 IR -8th St.E. ICI Citj Sumner State WA Zip 98390 _ C Number Suumem Number CAG CBD Sew 93-075 CBD Sewer Replacement Id The following star lent shows the number of working days charged to your contract for the week ending May 27, 1994. Due Dry Wa.Grer C—lilion WO vDay. Llii..bk Day C..tl by, WuWar ar Wa.Nar Catliuon SrU9d r.lard. ---Ck.r _ 1 5n4M Tiaew.y clear 1 _ Sr1 M Wad.ada p.N Clwd 1 _ SR6Nd ihurM. CIwJ. 1 SOtNd MriJ. Clmd 1 Day.Oi.vak_.__....._..__. _.. _. ... 5 0 aya parivuily reWned._......._........._... _.. 63 0 Tmldap Nd.u..........._.___..__._..__....._..... _.. 69 0 CURRENTSTATUS 75 •Approved Eaemim ofTms._...._ ._._. __............. 0 Tvul Audruri.d Time of C..., .__.__._..._.......-.... 75 Lau Wortiw Day.Chawn.......................................... 68 -- ••W ohiry Dry.Rama'airy..............._........................ 7 Summary of Week's Activities: 1 l S � v roj&n Engineer Dat 'Show mJy e.uruom appmyed by.lurye 0 r ••U.rcpu a uwl.by ehnr owmn In I.— N. The amnncwr rill b..11urrd 10 dap fivm a¢of Si.upon In rh.h m p.a in v.iunr he c,,bicaa of Ihi.•aumem, caner.rx it Jr.11 be Jcamed In h.ya been.ecepud..,—i CaDSuer W.N.H4Dil.rbh I L- _J r rrYk"r .. r. ...sr w, �• -...e..,as PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Ave. South, Renton,WA 98055 Contractor _King Construction Co.,Inc. Address 13313 112 -8th St. E. — I City Sumner State WA Zip 98390____ CoM� -t N�Mer Prefect N<me Sypue�y Numn<r CAG 93-075 CBD Sewer Replacement u The following statement shows the number of working days charged to your contract for the week ending May 20. 1994. O.a NY W..b,Candilion WorL,D.Y. Cnwod ble Dq Cauwd b� W<.N<e m N'«Ner CwWltion SI16Nd r:md<- Overc.a 1 51IM4 Wed-m Claud 1 -- 51I99A Tnurtl. Pt.y Cb d 1 ------ SRdw Frk. Clnr 1 O.yeOi.wmk,.....,..............._......_._..........__._. . + 0 NY%pm—ay mpwred.........__...__. _. __.. is 0 Tau]d.r.bd.m_..._......__._..................._.__.._. 63 0 CURRENTSTATUS Wo insn.y<sa.ir<d mcamnn_ ........................ 75 •Appmred E.—mJ .of Time................................_... 0 Twl Ambnivad Time f C e .................................. 75 Lem Wm ,O.Y.❑urge.........................._.........__ 63 --%m ,NY.R<m.innq......._._......................... 12 Summap of Week's Activitlee: Z- Project Eagineer Date •snow anlr e.ma.inm.ppm.<a br eu,nee oNe. `�: ••U.rca.4v<wul< In lime NM Tne conu.,m wdt b..11ow<d 10 d.,fiom de,of Iha mpon in which m pmre.r in wndna M.cormcme..of Na.ulorcni, W ,.e d. .11 be deemed m n.ve be—.—,1,d a corm,. CR0.5<w<Owm.UUDNhn PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mil!Ave.South, Renton,WA 98055 Co-,ractor King Construction Co., Inc. Address 13313 112 -8th St. E. City Sumner State WA _ Zip 98390 Cm.r.et Numhar Pr yat N.nr SummrM Nunlb<r CAG 9; 75 CBD Sewer Replacement a --J The following statement shows the numiidr of working days charged to your contract for the week ending May 13. 1994. D.m my w..0,<r cow, W.d,D.Y• Un.od.hk My Camd by WtM<r or we.R,.r CoMmom SNN� MoM. chno _ 1 SIIO/41 Tuetl. Clwr I 5II1M WtlM"`Ul- Ck.r 5l12! 1h.,1 _ Cle.r 1 _. S113m L_F.d.r _ Cloudy i D•>•Ni.vvt__._.._.__. ___._ _. _..._.__.__ 5 0 My.p¢—Wy,epuned._.. _._..._.____. _..........._. t3 0 Teul dry.in it.,,._. __.___.............. . 58 0 CURRENT STATUS Wohiatt ay.St—A d In CoMr..t................................. _ 75 •APPmvtd Emumlon ofTime................................ ...._... B Tw.l Aulho, dTi,rcof Conbmt..... ......... 75 ILu World,Mi.Chupu..__................................._. 58 --Work,,D..R. .,., __..................._....... ......,, 17 Summary of Week's Activities: — jest Engineer I Dale •Sho.ody.nt.—na.pprcr<d by CT.ne<Ore., ••U.e ne,in a look u.ho.o.<m,n,n hme NMI Th.eoMnoio,.dl h..l:n..d ld it...from d.u, mk,.Pon In.h.h In I..In.M"ns d,<for 1-11 or m-.mtem<n•. Mn<wue d m.a e<d.1o,.d e,h..<e.en a1<ged.,:,n—. C61)S—,1.. lblDHhbh 1� PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Ave.South, Renton,WA 99055 Contractor King Construction Co_Inc Address 13313 112-8th St. E. it City Sumner State WA Zip 98390 Cwr«I Number Pq«r Name Srrmen Numhr CAG 93 075 CBD Sewer Replacement u The following statement shows the number of working days charged to your contract for the week ending May 6, 1994. ar ar wa.n.r c«,anon wmu„a D.r• U,...bw SRNI Mwtl.r flN CrW t �� 561" 'ILe.de flN Cloud t •---,•—�. a/M9d 0.Ye W.week__._..__........_..................._......... y r my.pmwu.ly«pon.d....... ._......_...__............__.. q 0 TwIWprWle_..._ _.. _..._. SS p CURRENTSTATUS 75 •AppmvN Eaewon of Time.. ___.... _._._. ___ 0 Tml)WOl.,d Time of Cotlml.......__._._._.. _.. _... 75 Isr Wm ,,D.,C .W................._.._ 53 ..... ••workiry D.Y.RemuN.......................... Summary of Week's Activities: s � le Engineer DatE 'SMw only eneaiwa.pprov,d by Ch.nYe ONer I/ "U.ryP"v..1.r.huw uvemn in lime Nar. The comm,rr-ill be tlluw,d 10 d.y.fmm dau of Nu mpon in whkh to Armen in wnup Ne c,)m,cl«a of 1,4 Wrmem, Mem'i 1.ral M aeemsd w have h,en accepwd a enrmel. Ca0.Se.erlWNa11/IDHAh I r.- t 1, PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Ave. South,Renton,WA 99055 Contractor King Construction — Address 13313 1 t2-Sth Sl.E. City _Sumner State WA Zip 98390 Suum<m NYTMr Ceaaa Numbs PrPj.Cl Nam. IU CAG 93-075 CBD Sewer Replacement The following statement shows the number of working days charged to )..cur contrast for the week ending April 29, 1994. ----�—� WONcr Codilion Workln{D.Y^ Unwod.bk Day Ca. yy l 0.b 0.Y wesoerWe.tlwr Cooditiau 4W5 Mmd. Ckud 1 6R6Ne ha.da Clwdv 1 N TN4 Wdnada -- 4a" 1Lur./a Ckud 1 __ Y19N6 F j� C d 0 U Days Pavh SiY NPad l ....................._..............._.... U o Tool d.Y.m d.b...................................................... a J CURRENTSTATUS 75 S YdkComncl --. wonire D.r. pe.�b ..._.. .._.. •NTmved Fauo.im of Tim............. ......_.. _— 0 75 TaW AulhoNud Tina of Cpyaa.........._.__..._.........._. 4S Leo Wohi p .CT. _...._............_.....,. 27 ..W ,Day,Rem.lmN................_........_........._.. ,Y o _ Summary of Weeks Activities: /Z 4PrjL. c�er ate •Sbm'oNY salenaioru.PP^rved by CT.nge e)Ner •`U.0 Ifep4ve ICYIe W.how ovtr[un��i bnK vwe. The eaancla will be allowed IJ dap fmm dau of d+ir upon ie whlch a Pmku's w6a'die ro:rtcusu or NI.ummem. dhenia.h rhtll be deemed iu have beer—epbd C9DSeweruum.IWIDN/M L t J r , 4 V-4, PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235.2631 Municipal Building 200 Mill Ave.South,Renton,WA 98H55 Contractor Kin¢Construction Co.-Inc f � Address 13313 t 2-8th St.E. 1 City Sumner State WA Zip 98390 _ � Q.m.d Number P,oj.c.N.m ruumen�Nu,Nier l CAG 93-075 CBD Sewer Replacement e j The following statement shows the number of working days charged to your contract for the week ending April 15, 1994. by WwUer Camilion Wort:"WP Urrvurt.bk D.y C..N by . wuN,r o,wau.,comlihom VIIM MaW Cloudy I V12M4 lLe.re Claud d110M Weda.d. Claud 1 VMNI Thurd. l'load, &ISM t'riG Chwd ! Ay.N.w.k...........»............................................. r 0 D. ,Rmk.t,rtpo,kd............................................ 33 0 Tauld.y.md.k._................................................... 38 e CURRENT STATUS Woni"Day. ................................. 75 •Moaned enemian of rime_.............................._........ 0 Taul Audi vd rime ofemae<1................................... 75 I..World"Wy.Ch.rip............................................. 38 ..Work:"Wr.R,m.ini"................ Summary of Weeks Activitict: ' rolea Engineer eshov oNy.ekmimu.pymved by Cha"e OMer •'Js mrni..loul..n snr av,rrvn in um. N. The mNn<mr will h.Iloved 10 d,fmm d.k of Ni,rtpon in vhi<h W prokn in vmi"Na rorrucurew o/9i,Okm,tl, adurvix a.hdl b,d,em<E!o mve ban«<epl,d..<e<rea. CBDSevvWaMllDNlhh J y 3 1 PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Av^. South-Renton, WA 98055 Contractor _King Construction Co. Inc Address _ 13313 112-8th St. E. City Sumner _State WA Zip 98390 Coou.ct Numbs Pmjal Nrm< — al.bxa Numbe� CAG 93-075 — C9D Sewer Replacen:_nt � The following stateH.et,t shows the number of working days .na.ged to your contract for the week ending April 8, 1994. �Wmmer con,".. Workiry wr< unroNel<aY C.us by wr.m<r or Wr.mer Conda;om 4AN4 Mo.", oyeaae 1 _ -- usrw Tuetl. no,rar 1 46N4 Wedarw Clwd 1 _ MM Mb.oxhvy Cloudy 1 45 4 Flid. Cloudy t NY.Nl.verk.. fNY.pmmady reoomd_. _._...___....__. 28 n Taal d.y.to d.a.. .._. .. ....................._..._._........ 33 I CURRENTSTATUS Wodiry NY.SpuuIGM to CanuM................................ 75 Approved Crum.. M.......................................... 0 Td.;Amh.v T o<of Coanc...... 75 t<..wamny o.r.cr. -..._.. __....... ...._.._._...... 33 ..work�aj c.Y.a<m..mar-........._......__...__._. ........ J 42 _ Summary of Week's Activities / rojeCt ngineer *Show only cnoroom.ppnned by Chanyo ONer ••um aef...r a.ru t<maw oyrmrra m nme N.ve T .:000--1 will be.Bowed Io d.Y.from"W of do.mpwt N which to pm.eu;n wroo,,me eorm.lneu or m;• rutertwa, odh r--a m.11 Iw dmmed a Mv<b«n......W n coast. CBDSew,,W..7/JDH%h r♦.' - �y tp J �f r y� t 5TS i t:A L'. M t Caf lk �- sinFalk,titlwrw�+..«.... _:...s.s. Nuc-•••••ra•'A/MY,>arr• PUBLIC WORK.;DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Ave. South,Renton,WA 98055 i � Contractor Kit: Conswnion Co., Inc. AV-ess 13313 1/2-8th St. E. City Sumner State WA Zip 98390 ' Cm�l N�nhcr golecl N.rrc Sl.lemen Numher CAG 93-075 CBD Sewer Replacement —� The following statement shows the nurrh'r of working days charged to your contract for the week ending April I, 1994, D.,e My W.r ,D.,, 0nwo,kiiw.D.y Cwwd by N'uNn w W<aNer CurdAwv J-3kN: N1.',J.y Clear 1 -- 3n9N4 711ee.d. Ck.r I ]n0194 Wadnead. ov.n.n I — 3ntN4 ih-End-z_ clouJ 1 --- L 41IN4 Fnd.y �_ Overt.n 1 My.Ni.vt.t_.. _ __.. _._._.___.. ....... S 0 nay pm—slyr )Kctd_._._ ....... Tonlday.mmu.___.. CURRENTSTATUS wodMy Day.Specified M Comnn ......................„...._- 75 •Mpnwed Emawion of Time....___................................ 0 Toul Amhomed Time of Conr.a......_..._...... _....... 75 Lea.Workin➢Dap Charae............................__.. ...... 28 ..work, W :v r Remui ._. ....................................... 47 Summary of Week's Activities: P jeA Engineer •Shw omy enenumu.ppnved by[Taryc Order ••U.e mPriv<wul.m Now m-emn m lime No4 'e onmcwr wdl he.flowed 10 J.,from d.la of 01.upon In which 1.pm.en in wino,the eurrenrcn of Ni.wumam, ww it tl411 M deemed to have Non accepted.v coni,l. CBDSewerlau.wrt/1 D.12h PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Ave. South,Renton,WA 98055 Contractor King Construction Co. Inc. Address 13313 112-80r St. E. City Snml.dr Sate WA Zip 98390 SYYmad NvnBe Cewnm Number Pmpct CAG 93-075 COD Sewer Replacement �I The following statement show the number of working days charged to your contract for the week ending Much 25, 1994. we.Ne.CoMitioe w'orkioa Dap Unwohable Dry Cured by D•r• Day WUNerw WerNer c-alb.n f /Idl94 Mord. Cbud Win Srow Ma 1 V15N4 ncrd. ov...ad n .n 1 /16M Wedr<tl. AN r;loW 3117M Thur.W Clear 1 3118 41 Frida Char S 0 nap& nk IS n."pnvlmody mvp cd o 2 0 CURRENT STATUS 75 •Appwvcd Eaunaion of Tim_. ._._..... ......____..._.. ___— Q _ 75 23 U.world.,Dry.Chr ..........._..._.............._.. _ ••Wark:na DrYr R<mrimny_..................._........_......... 52 Summary of Week's Activities: jeer Engineer •Shot nNY mem�ore•ppr:eJ by Ran).order ••L'.e rvrdive ugly io anw avemn m time Nre Th.crmador will M dlowed to Np firm"Le of:hi..spun in which w prraa in writi"ae comcwu of air mtemem, mhewne'nshall a deemed w have b.......pw..comer_ CBDScwer%Nawrs mwbb t� .WtlLw..ry .. .a •ail`tYe/mP�aetwar,e,.�. OFWb.:.. � ..:..'Oin'Wia��..PUBLIC WORKS DEPARTMENT 1 - UTILITY ENGINEERING 235-2631 Municipal Building,,M Mill Ave. South,Renton,WA 98055 Contractor King Comaruction Co.,Inc. Address 13313 1/2-8th St. E. City Sumner State WA Zip 98390 _ Codua,Number P,.yen N.— sco.nwn Number CAG 93-075 CBD Sewer Replacerriew a The following statement shows the nu,.her of working days charged to your contract for the week ending March 18, 1994. I.. ay WeaRmr coalition WorW,q Dp. Unwrt.ble 0.r Caua.d by —we.Ne.or wcidi Cooddiam N 16194 MmWa Ck.a Ne b15 _ iucula Wudr C 1 _ _ J/Ib/9 wedrcWa Overtu 1 3/I7N1 TnrN.r Gxraa 1 J/IbDd Fndav Cloudy 1 Days this wu\................._._____. __.._._. . ..__.... 5 0 Day.ynr:nwyrtpnua.....................___....._..._.._. IJ o :a.l day.wdat.._.........................._..................... Is a CURRENT STATUS ATUS Won,:,•Day.sFecineameom..a.__.._._......_............. 75 APprovcd E._nalon of T;me..................................... .. 0 Total Aidmo,inxe Tme or Coma..............___.......___. 75 _ t.aaworsway.cn.�e,_.__...._. . ......................... 18 "W.,binr Day.R.m.iwnr 57 Summary of Week's Activities: !ojmt Engineer -Show uNy.nenaimu aypowed by Ch.,,e ONe, ••IJ.e nrlaGw bola W dhow-,nuo in time Nw The lontra r will be allowed 1�days from ate of this rtpon.in which in pi+, ma,n wdmy the cotrtamen of Ni. nacnicnl, ab—„.LJI be d..mw 4,n....:.on..pied.:ommcr. CRDSawxr4uw.e/1 DNAI. I L _ J r � . r PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2531 iMunicipal Building 200 Mill Ave.South.Renton,WA 98055 i Contractor _KjIn Construction Co..Inc. Address 13113 1l2 -gth St.E. City Sumner — State WA Zip 99390 I c1 Number P4x1 Naar Snmaun Number CAG 93-075 CBD Sewer Replacement J The following statement shows the number of working days charged to your contract for the week ending March 11, 1994. Dun NY comber Cocaa. Woteina pare Uo.oR,bla NY au.ed by we,u.r«w.,u,er comn;a« JI]/pe Marta NCbWv 1 —.— d/aNe d199e WMnada _ Cbudv 1 i110191 lLunda Overt,nvwhl VIF-k, l _ ±IIII91 Frill, P ClNtd� 1 0 my.pnvlunly repnned... ..._..___... _................ r rWl e.y>w ak- _.. _............ _. +r 0 CURRENT STATUS Wor.ing Days S«c30cJ In Comncl.__..............._... _ 75 •Appmrnd E..— dThn....._........._......._.. 0 To I Au hoiad Tom of Cauaee................. ....' 75 1.11 won,Dqa c,..Bn.... ._.. _..................... .._ 13 ,mna ay<snnal.dn ..._... 62 --................................ Summary of Week's .Activities: j^.T Engin/ter •ahoy uNY ev<ru n.0 aopmred by Cha'.(hdcr ••Vas«pafive w:al<to Now.--n in bmn Nwe: n-eaan<wr will br dlowed 10 day.fwm aau of N. npon In enl<h w pwea:-vrvuy Ue corrtet«aa of Nn na"ano,. Nhawiu i1 Uull be d<emnd to have been am<pmd a coma CBI15eweAu<r J11DKmh r saw PUBLIC WGRKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Ave. South,Renton,WA 99055 Contractor King Construction Co..Irc. _ Address 13313 1/2 -8th St. E. _ f Cit7 _Sumner State WA _ Zip 98390 I Wrvl Nunyer prot¢l N.nw $W4'nKd Number FCAG 93..75 CBD Sewer Replacemxnt The following statemert shows the number of working days charged H, your contract for the weak ending March $. 19,94. De¢ Day WeeNer Ce,dinuo Worklry Days Unworkable Day Caused by weather oe weather conditions 2rzarvd Sfond.r occasio,ul l hi sec.. I 3/I194 TueWa O.maa/Showcbe MM W.Jbiesdaz U cbaWRein S.Sh.,tiers _ 30/941 ThYMr Clad Ilkusio,ul lilhr Showen - 114094 Fnd.r P C'loudr Dey.Wit meek.. Dry.preNwWr rponed..___._... _...........__._..... a p Total days to ded.__. . CURRENTSTATUS W'ork,ry Days SpwiGed In catmnci ........... 75 s kppmvcd lamnswn of Tinv. .. .__.__wawa..____.......... 0 Tdel Authorized Tlme or Comnn_.., 75 Less Worfiry Dqa Chvyea_. wawa.__._..__. ............._ g ^WchiK Dey.RemaiW,y.. ___wawa ' 61 Summary of Week's Acuvhles. 1 Pro ct Engineer -ships,oar evs,euinv.,—ad by Chains,order "Uss m"b".Ida:.h..h—ov.r n W Gme Nae: The cadnaor will he Zlowed W day,from date of this e'ri in wAich to..se in w dos dm corremnos of thi. mie—ce, d,em.se it aboU W deemed W have been•cepted as.w.eci CBDSewmydwa211DHOh L _ _ J i_ Y1�e � F4• ' �*Y 1 PUBLIC WORKS DEPARTMENT UTILITY ENGINEERING 235-2631 Municipal Building 200 Mill Ave.South,Renton,WA 98055 Comrutor King Construction Co Inc _ i Address 13313 112-8th St. E. City Sumner State WA Zip 98390 enmr.tt Humes FruiRl Name wmm.p�.NruSer CAG 93-075 CBD Sewer Replacement 1 - The following statement shows the number of working days charged to your contract for dip. week r.lding February 25. 1994. Dam 0.Y Wa .,Ca k. WR ,Mr. un n.&ab CY Caumd Oy - � We.Jmr ur Walser Catlitionr 2121M MOM. Frm Wwe Ja aTueMar7f12 _. LIII94 Tm OnmWl' I$h'/m.. 1 ]R3N4 WMo:tla Oremm/aain$m.Seawn 1 _ vtu94 Tuuro. oreR..✓shouer. o $w. carer m Jm c.am..w y/19�i4 Fed. or<rc.m,SEown 1 0.Pdi.wet... ...............................____.__ ] 0 NY.pb,i y,apmma....._......__._..__.__........... o 0 rm.la.nba.m............._.........._.................. ...... t o CURRENT STATUS Worki.V D.Y.SI'<:if d In Comnn................._............. 75 •Approved Enervwn of Tlme._.......__. _._............._.... 0 T.1 A.tb b Tme Of C--n..__........................... 75_ Eeu W'oreiry D•P Clu.4e.__._....__._...... __.._._...... 3 ••wortina D.Yr kem.irti.V._.._..___. _. ......_._. 7 I Surntnan of Week's Activities: P`ect Enginaer I •sew'oWy eem,.iona.ppn,.<d by change o,der ••Um K{.five b,�I.b 410a u<.�run�n ume N. The mmn<Wr dill b<Ulowed 19 dry,from de,M Ni.mpan in rh,lh b Arden In. e "" ircu of Mi.rmmmem, mNervim II•all be d .d m have been.eele<e...orna. CaDRwrWw.1/IDHhh i� J ► CITY OF RENTON dt Planninlz!B;:IdingrPublic Works Department Ful Clymer,Mryor Grealt 7.immamm G&, 1.6rrinislmtor May 27, 1994 SUBJECT: RECONSTRUCTION OF LOGAN AVENUE SOUTH Wendy Doyle U. S. West Communications 300 SW - It, Room 212 Rentor,WA 98055 Dear Ms. Doyle: The City of Renton is planning to reeonsti uct Logan Avenue South between South Tobin St eet and South 2nd Street (map enclosed). Construction is estimated to begin in the early summer of 1995. Please eview your utility needs and concerns in this area and schedule any work prior to the .cad reconstruction. If you have any questions, please contact me at (206) 277-6179. S:-cer ly, / L �l Jo D. Hobson Wastewater Utility H:D0C5:94-539:JDH:v' Endows 1 2...,Mill Avenue South-Renton,Washington 98055 J Y . y ; -> CITYOF RENTON 'y Planning/Building/Public Works I1e,wtment Earl Clymer,Mayor Gregg Zimmerman r.r.,Administmtor I May 31, 1994 Steve Oickison Washington Natural Gas Company 815 Mercer Street P. O. Box 1869 Seattle, WA 9811 SUBJECT: RECONSTRUCTInN Of' LOGAN AVENUE SOUTH Dear Mr. Dickison: The City of Renton is planning to reconstruct Logan Avenue South between South Tobin Street and South 2nd Street (map enclosed). Construction is estimated to begin in the earl, summer of 1995, Please review your utility needs and concerns in this area .and schedule any work prior to the road reconstruction. If you have any questions, please conta( me at ,206) 277-6179. Sincerely, .14D. Hobson Wastewater Utility K DOCS:9<-5a9c.JDH:Pe ErcJoux� 200 Mill Avenue South- Renton,Washington 96055 ""ate f3 '} CITY OF RENTON Planning/Bu0ifing/Public Works Department Eui Chmtq Mayor Gregit Zimmerman rx.,Arlrninistnuor i C E May 27, 1994 SUBJECT: RECONSTRUCTION OF LOGAN AVENUE SOUTH Karen Sharp Puget Sound Power and Light Company 400 West Gowe Street Kent, WA 98032 Dear Ms. Sharp: The City of Renton is planning to reconstruct Logan Avenue South between South Tobin Street and South 2nd Street (map enclosed). Construction is estimated to begin in the early summer of 1995, Please review your utility needs and concerns in this area and schedule any work prior to the road reconstruction. It you have any questions, please contact me at (206) 277-6179. Sincerely, / Jo D. Hobson Wastewater Utility H:D005.:94-539a:JDH v,% Encloera 1 ( 200 Mill Avenue South-Renton,Washington 98055 d 1 h a,5ir. ^ d a. t -ti d. ZE CITY OF RENTON _F�d Clymer, MAY., Planning/Building/Public Works Department GrCU Zimmers "P.R.,Adminis"tor May 27, 1994 Phil Fisk fCl Cable of Washington Seattle Rebuild 184351E Olympic Ave Souti-i Tukwila, WA 98188 SUBJECT: RECONSTRUCTION OF LOGAN AVENUE SOUTH Dear Mr. Fisk: The City of Renton is planning to reconstruct Logan Avenue South between South Tobin Street and South 2nd Street (map enclosed). Construction is estimated to begin in the early summer of 1995. Please review your utility needs and concerns in this area and schedule any work prior to the road reconstruction. If you have any question please contact me at 1206) 277-6179. Sincerely, / J*n U. Hobson actewater Utility K D005:9A-599b:JDh:ps Encloswa 1 200 Mill Avenue South-Renton,Washington 98055 ,J v I —9.S.t ...... . .... . . ��[ nnru !t;lt x c j 6?�-x It;, {.Ti4.'.?.St1lGA.Ic?G.�(,�aR.NT tiKy �'REMCN �"... ...i... ;. i....:.... ......... 27` fL3 w_ f„psSjliti.7T,pc,�rR>G.'TT�aC.N.FIrrcH [o.+x.lo" J ��X Co k.5". Z,4e�AQ.FG:.. :. .. Zla40-Z-7 = 98 cY .. ;. . (1.-%d'FRRM�'� : C.iri �!a.oel,wZj`.'SQ2Tawa 8 +_xcox 4z AYFJ T7a 1 i... .... 83 2 .55 ILL-71 4-9 i '-- . i i.... . !. .. .. .:. � . ... ... �� _"' ,� .G7G.iiHZ7� ule9 �f•^/ lG�`.�;. S"�Z4-- Z•.k •s-tm� �7.W: . .....l....: ..:....:....:..............:.. .j.... ...:....;... . .._.- r I L � Logan Avenue South Rastmatlon;MeN hose.4WAImm 1 m Pape 1 Project Title: City of Renton r BID CATE'. Engineers Eii,,ata Ile, Description l.kat Eel. Unn Bid No. Ouandty Price Amount j ITEM DESCRIPF UNITS ESTO- SCHEDULE W bl. 001, Remove exntinp concrete roadway SY 4621 6.00 $27,725.28 �r and subprade and haul 002. Remove ii p concrete curb LF 2300 4.00 99,200.00 003. Crushed Rock I6 inch thick) Ton 1770 16.00 $28,320.00 004. Asphalt Treated Base Ton lei 32.00 151,840.00 i5 inch thick) fi06. Asphalt Class B Ton 960 37.00 $35,520.00 13 inch thick) 006, Install curb and putter LF 2300 8.00 $18,400.00 TT Sub Total $171,005.28 C, ngency 10% $17,100.53 Sub Total $189,105.81 Sales Tax 9.2 $1 5.424 fib ' Total a203,500.48 VI I t e J Logan.Avenue South Restoration 0radr aid"at Altematfva Project Title. (City of Rento, BID DATE Engineers Eslio alo Item Description U,,.q xs[. U 1,: 0� No. Ouantn, Prue Amuum. ITEM DESCRI UNIT S ESTOTY SCHEDULL E'A' 001. Crack and Seat ewsung concrete SY 4621 5 DO $23,104.40 002. Savvcut existing concrete LF 2300 4.00 $9,200.00 003. Crushed Rock t6 inch thick) Ton 320 16.00 $5,120.00 D04, Asphalt Trench Patch Ton 165 32.00 a5,280.00 (3 inch thick) 005 Asphalt Leveling Course To,, 2:2 37.00 $8,584.00 (314 inch thick) M6. Construct-on Fabric SY 5625 3.00 $16,875.00 007. Overlay Ton 695 32.D0 $22,240.00 (2 inch thick) TT Sub Total $90,403.40 Contingency 10% $9,040.34 Sub Tutsl a99,443.74 i Sales Tax 6 2 /8.154.39 Total 4107,11,98.13Wk.mfRowal 1 I I•. 1 f �7 k r Test Repent No: 6639 FIELD DENSITY REPORT-NUCLEAR METHOQ AA.R.TECTING LABORATORY,INC. Fw NR 84.215 121 P.0 SOX 2523 Phone I�US)881.M12 Pr*IVt Renton CSO Sewer Repecene REDAIOND.WA BBCT: FA%. i2081881'Se<1 Aeerwe `.5 Lrgen Aw,SR CRY Rii MAWAANNI WA ca o,r wA 1994 Renton,W A 9801> Own,., WA WIIIit NO -yam 800.A/WREOATe AS tEM►� TEST "'wF`!' — �9e1MLTA6T6t I Ta�c11000 MAkE. TroxI r - .�DMBCT TR/W6M16610N MDDE� 3430 ��ATTERU I f Pit run DravetlY santl -sort ws- 21240 "">✓ t.AYBR TI4CIOL46:'_ ` sTANDAR0 ca111�T, �.0�3U50 586.___.. kh — ttaLptuE1 CStlman-ISsaO P —aEFLUNa-_ LTTPEG COM►�CTN HydrEuliG Hx Pek MOO pMOCTDp AgTMG eT?AIOtTOR A9TMOW�II_ �� a 1 wee aeRwcr ASTM mu osN e,---- .. TEST SITE/TEST LOCATIONS -- — - Tow No 1 2 -TocArtoN Station_VS r 1+50 2+25 3+50 5+25 7±S0 9!2� ,ELEVATION'. at gfede �__ tNFT txhtsrcr p' ', '—Ml3 I6TWeURoE te 1eEvoNeN4cITR7EaNTN U(J1t<I' 139.74.5 ®142.4 �1425 0 vF 5. E1133958..54 L!111333888�..E 4—�2rL--.t1 I834.-1. 9E S t3D.9 ' DRDe n 35.6 13 1361 1 38 —, M136A 3+00EtP/ATk7Wattri � 135.4 4.3 ptv DEYa4m 1 138.0 135-4 129.91 ue DENSITY fP:" 138./ 138.4 L_ 138.4-_ '_, -- CDMPACT:LW Yy�j 1OO sRFCIFx:AnoN REc•nR MENT ACTION l�IfdWAIK—© NrNICONFGRMRNCE ItEWwf41SPEGPIWTgN _ i All lP 's are on main sewer line on Logan St.(M station dY2 noted above. Tests 8 9 8 10 are on S.side of 2nd Ave on Lag . St.-station Vs start over a+00. —� TESTED IS Kurt Siegfried __ 1LCLr.ATEOe!i M Stinar —_— -'I_•d�h/-�1.. — .TES r Conlrxlor ALL REPORTS ARE CONSIUEREO CONFIDENTIAL AND ARE THE PRORERTV OF fHE E RR r CLIENT AND AAR TESTINGLABORATORY,WC REPRODUCTION EXCEPT IN FULL r NehMd , wl rg WITHOUT THE WRITTEN CONSENT OF A—R TESTING LABORATORY.INC.IS r BWMhq Opt. r ONur STRICTLY FORBIDDEN J Fi F CITY OF RENTCN �I INCIDENT REPORT TO CLAIMS COORDINATOR ".. Police case / i/6— City Claim Date of incident: Location cf I ii.dent: Was Police Dep, cement C=alled?_ 462 Officer: Badge Vehicle(s) involved (City Numbers) : City employee involved? Other person i v lved7 Nam.i: _ Name: Department: _ Address: 13 — 7upervisor• --- _ Phone. Phone:_ ��1 Z NATURE OF PERSONAL INJURY ANDIOR P7ROPERTY DAMAGE: DETAILS OF ACCIDENT/INCIDENT: {diagram on back) WITNESSES: (Name, Address, Phone Nu er T% COST OF REPAIR AND/OR REPLACEMENT: DATE.. ��i�. SIGNATURE: r f Forward completed Insuraoce report to Office of the City Clerk, Claims Coordinator, on the same or first working day following the incident, or as soon thereafter na possible. CODES: DEPT... TYPE Or ACCIDENT: ------ � .T tKtdl,t rePpfl J w R i` ii arow3>, nlamua3 ( ® KING CONSTRUCTION CO., INC. 13313M Sch STREET EAST • SUMNER, WASHINGTON 98390 • (206) 838-7819 (200) 863-0933 FAX (206) $63.4661 MAY 9, 1994 MCRESSON DRUG CO. P.O. BOX 5068 Z-VERETT, WA 98204 ATTEN: DUNCAN FALCO RE: DAMAGE AT S. 4th RENTON, WA Dear Mr. Falco: On May 2, 1994, at approximately 9:00 a.m., I heard a loud noise and looked over to see that a large van type truck had just hit one of the trees on the North side of S. 4th street I estimate the trucks speed at approximately 30 M.P.H.. I expected the driver to stop and investigate the damage, but he kept going 311 the way down So. 4th street. I took a few pictures of the damage. Two of my employee's cut up the branches and hauled them away. The major damage was breakage to a 6" diameter limb. _ The traffic was coned over to the north side of So. 4th street per the city approved traffic control plan. We provided a 14' wide lane for west bound traffic. There was more than enough room to allow truck traffic to pass by the '.rees. This particular traffic plan had been in effect for 4 days prior to May end with no eimilar problems. Numerous large trucks including semi trailers have been able to get thru just fine. In my opinion the driver as going too fast for a construction zone and he was not payir.g .i'-tention. If he felt he did not have the room to get thru he should have stopped and asked for - assistance. - - - Sincerely, 24, g D.L. Holt Kn P-27-2110 Ra= CED ME 1993 - Contractor Corresp. 2+ i i 'e. 1 000034 AAA T65TING LAB INC 80657 _ 2/18/94 V R I G i IV A L a Verdor No. Vend N4 a F'0 Date C CITY OF RENTON H Chapter 116.Laws of 1965 _— i Pu/c. ase Order CItY of Renton CercifieM on I. the umun9^ed, d0 heron,tend,upper penalty of perryry, that the materials h... been furnrohed, the feMnev reMer.H, OI lhp labor AAR —STING LAB INC pertormed v neac.ibad herein, em that the cl-m if a Net doe oM PO BOX unpaid obbpelion eadnat tM CkV et Ranter.and the I em ndAodxM to eulhenlicete eM COr4fy Io eNd el REDMOND, WA 98073-2523 S�pned . pJ 71 PLNG/SLOG/PUB WKS UTILI SYS P15 Linde Ferkingetad 7 GtV Unit _ Dafcriutlon Unit i41ce Est.Amount Aco �lumber 1 L.S. SOIL TESTING FOR RS YYO/Funt ',9 t NTbN CBD 2,SOD.00 2,500.00 921 000900 18 596 35 65 095135 {5135 5440 2,500.00 SEWER RSPLACSI�NT ,p .,f 3, 8a 14 V. .:Q�.�wr 3lu4 3� 17470 Y a,3�S.3o 3�1DI�tV "i'n3.rI�A,�. DyVV, 3895 y¢ 92.11 Z,Z32 6Q a i i f Authorized UN 2,500.00 2,500.00 A<caun%hy*W Dm.•2M Mil Are 5..Remm.,WA 95055.B,ow v'06)235 2e13.F..a(206)235-25 U oenialIs, J _ J { Y 1 d n J�L i t� N. LpA GI i A- A. R TESTING LABC71@A7-t3RY. SIYC'. i P.O. BOX 2523 ••'« R£DNOND, NA 98073-252,1 DNBE CERTIFIED f206/ ddl -5812 1NV0 �u nvni ce / 3A95 of Jinn R r; . Lily of Renton MAY 2 1994 -:M Ni 11 Ave. S. Date: Apr 25, 19W Renton, VA CITY CF RENTON 9A055 Engineering Dept. customer ♦: cAA161 Project: Renton rAD Sever Replacement i Address: 55 Logan Ave So. . Renton Purchase Order: File Number: 94-Z.2• Date Service Perform►d unit Nate Ex emo on --------------------------------------------------------------------------- d3iA/9I In Place [Ameltl Testing 2.5 33.AA A2.SO Travel Nilespe: 1. trips ♦ 34. W. each 0. 0 10.20 INVOICE TOTAL W% 70 TERNS': N£T DUE 30 DAYS CotjCURRENCE c�TE ryAME '•I V TE L Acc�3 A21 a:D 1g.431o.351,5.+'�«35 A. A . F? TES'TS1YG LABt7t2ATtJRY, SNt7_ P.O. BOX 252-7 REDMOND, MA 9a07?-252.7 DNB£ CERTIFIED l206l dal-5812 INVOICE John Nubswt ---___- Invoice I City of Rentun 2Pp Mill Ave. S. Date: AF's 195� _r-5, Renton, NA 4Ap_55 i:ustoaer I: C0p161 Fr 17ect: Renton CBI1 Sever Replaceaent Aa.fress: `.5 Lopen Ave So. . Renton P.,rchase C7 der: File Nnaber: ________________________ Late Service PerYorard Unit. Rate Extension ____________________________________________________________ 0Ci/2A/9J In Place Density resting .?.5 X4.t'f0 B: .� Travel Msleage: I. trite d 74. ru. each p.Sp 1p.s-- INVOIc£ TOTAL 9<^. 70 TERMS, NET DUE 30 DAYS I s ArR•- 50-9• MOH Bi31 KFNc 1 � �//jj/�[� PO1 r / a�E•Vildumn ��y K�.uot G•JoOM KING CONSTRUCTION CO., INC. 13313M -Sih S'IREP:I FAST • :iUMNEK. WASHINOTON 98390 (306)838-7819 x63.0935 I FAX TRANSMISSION i DATE 04/18/94 COMPANY CITY OF RENTON FROM: BRAD HOLT ATTENTION: JChN HOBSON 12 NUMBER OF PAGES INC. COVER) FAX NUMBER: 235-2541 MESSAGE: OUR FACSIMILE TELF.PHONb NUMBER IS ;206) 863-4668. IF THERE IS A TRANSMISSION PROBLEM, PLEASE CA'.L____,_ AT 838-7839. X% ORIGINAL WILL BE MAILED ORIGINAL WILL NOT BE NAILED f� J r r r APR_ 1101_1.4 mom 0e515 KING ' ! P . 91 flesh~.... 1 I� KING CONSTRUCTION CO., INC. 1331!N 1,h Si'REEf LAST • SUMNER, WASHINUfON 98VA • (206) ala-1919 (206)$63-0935 PAX II1161 861-4669 APRIL 18, 1994 CITY OF RENTON 200 MILL AVE. So. RENTON, WA 98055 PROJECT: 94-3 RENTON CBD SEWER REPLACEMENT ATTEN: JOHN HOBSON Dear John: As promised at oar neecinq last Friday, I am enclosing the follovinq: 1- AS-BUILT LENGTHS AND LOCATION FOR ALL DUCTILE IRON SIDE SEWERS INSTALLED AS OF THE CUT OFF DATE FOR ESTIMATE M3. 2- UTILITY AS-BUILTS AND SIDE SEWER AS-BUILTS FOR LOGAN AVE. FROM AIRPORT WAY TO S. 2nd ST. AS REQUESTED BY BOEING. .,ou have any questions please give me a call. Sin,.erely, Brad Holt i P . 02 pPR- 10-9� pON 0r63 KING - , I . y/Nl/sr .nA A f 45 iys � • S I dv ' ) r _t . m A . .v..a_ttx 4� _ 91k. j //v /F 9 — L i , 1 �GiNr .�/% ,/�/. .< 5 LJII/I.I✓f y..y,1_ �<..a.�. i I, 0 � I ` 'Or`4 b�ai. �/� � Sir P j�• : 'Y"R��, /+si l • ,� sue. 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I Z N s m L IINM I j C— '�l 1 +07 P a�� 1A L_ �1 a Yc} • Kt I � I U 1 L ' �a a zD CITY OF RENTON 'a Planning/Building/Public Works Department Earl Clymer, Mavor April 21, 1994 Brad Holt King Construction 13313'A - 8th Street East Sumner, WA 98390 SUBJECT: RENTON CBD SEWER REPLACEMENT; ASPHALT PAYMENT Dear Brad. As we discussed during our telephone conversation on April 21, 1994, the unit price for asphalt trench patch and asphalt Class B shall remain in square yards as specified in the schedule of prices. Trench patching for South 4th Street shall also be performed per the contract specifications. If you have any questions please contact me at (206) 277-6179. Si ely, ohn D. Hobson, Project Manager Wastewater Utility H.D0C5:94-410:JDH PR I I 200 Mill Avenue South-Renton,Washington 98055 iXif rArlP \MTNI\::V�RI•Y,141)I,r\hXI.V IT F 5f 4t�• ,:N J J oro>wr.1>. Bwocaug3 KING CONSTRUCTION CO., INC. 13311% - Bth STREET EAST • SUMNER. WASHINGTON 98390 • (206)838-7419 (306)863-0935 FAX(206)865.4669 �e+T� T April O5, 1994 .,, City of Renton APR 19M 200 Mill Ave. So. Renton, WA 98055 CITY OF RENTON PROJECT: CBD SEWER REPLACEMENT Engineering Dept. ATTEN: JOHN HOBSON Dear John: Per your request I am submitting a unit price for foundation improvement. As agreed this unit price will be used for foundation improvement installed after that which was priced in my March 16, 1994 letter. We have discussed the uncertainty regarding Fricing due to the unknown depth of any future foundation improvement. King Proposes a unit price of $50.00 per ton which is based on an average of 2-21' depth. I propose using this price for any future foundation improvement up to a dapth of 5' . If you have any questions please Cali me at (2061838-7819 Sincerely, Brad Holt 1 ,1 r V a 3 i 1 1 i AF I neuu]W WMH KING CONSTRUCTION CO., INC. UFUN - BtA STREET EAST • SUMNEA, WASHINGI'ON 98390 • (1o6) 938 7819 (I06)863-0935 FAX (306) 863-4668 r MARCH 15, 1994 � tn'"?��vi7*1 � CITY OF RENTON PUBLIC WORKS DEPARTMENT .P 200 MILL AVE. so, MAR 17W4 c. -- RENTON, WA 98055 CITY (.F FE':TON ATTEN: JOHN HOBSON Engineering Dept, RE: Project M 94-3 CHO SEWER REPLACEMENT Gentlemen; On March 10, 1994 my crew encountered a unknown buried f.her Optic cable that paralleled the new sewer, This fiber optic✓ cable came into our trench excavation center at the new sewer and s within , This forced us 15" of to wa move ouz excavation I 1 tc the East to install sh ring and lay the sewer pipe. The effect of moving the excavation 1 the concrete paving that is shown to the east was to undermine Place- Some of this the plans to remain in this unforseen confli Pave on Pavement may have to be replaced due to ct. If the pavement in this area require-- replacement I assume the city will pay the additional removal and pavement quantities at bid item prices, I If you view the payment of additional pavement in this area differently than as I have assumed, please let me know. Sincerely, Brad Holt t a t ,t � '".k,r r ' ryy ON K,"G(A13713 ) 1 KING CONSTRUCTION CO., INC. 13313% - 9th STREET EAST • SUMNER, WASHINGTON 98390 • (706)8)67l19 (r06'Rn6 FAX (206)863-4668 April 04, 1994 — CITY OF RENTON .nn� 200 MILL AVE. SO. SEATTLE, WA 98055 OF CIT`( F`0N 8P PROJECT: CBD SEWER REPLACEMENT EOglneeeeriud . ATTEN: JOuN HOBSON Gentlemen: On March i1 , and April 1, 1994, my crew encountered 5 separate uncharted utilities i.e; they were not shown on the plans. Three of these were not field marked, of which we broke a 2" water line and a 6" concrete pipe. Two of these were conduits for either power or communication that were field marked and ( we did not break. .a , Each of these instances cost my crew both time and extra costs to deal with the uncharted utilities. These items are compensable under section 1-04.7 of the contract. These are a type I change condition. The extra costs will be tracked with a separate costing system and submitted to you when all costs have been finalized. i While working on Logan Ave., we encountered numerous similar uncharted utilities. They also increased our costs and time. However, in the spirit of cooperation, King absorbed the extra costs, which amounted to several thousand dollars. Two extra's f were requested, one for a conflict at MH 5+72, and one for a _ water service. King can not continue to absorb these costs tt because the number of uncharted utilities is rapidly increasing. From the utility locates visible along Williams Ave. So, it is apparent that the side sewer crossings will also encounter numerous uncharted utilities. In fact, in places, I C3ubt Si the backhoe will be able to excavate. a � Later this week I should nave several of these items finalized and submitted to you. Please call me if you have any questions or comments. i Sincerely,, Brad Holt .0. t 1 L. l f dYD9apo3v IRlt7nOn*A KING CONSTRUCTION CO., INC. 0313% - eeh STREET EAST • SUMNER, WASHINGTON 99190 • (206) 938-7919 (206) 563 0935 FAX (206) 863-4669 171 March 22, 1994 ��i City of Renton MAR 2 A!934 Public Works Department 200 2entonil Waen98055 C1T'( (,F P.ENTON Eng,neering apt' Project: 94-3 Atten: John Hobson Dear John: As you are aware my crew was directed not to install 6" side sewer pipe after a trench was excavated last week. Since then I believe we have established a criteria for side sewers at empty lots. Since trench excavat: 'iackfill is incidental to pipe installation, we do no a pay item to cover our costs in this instance. I considei this to be extra work. The total for this extra work amounts to $286.66 (two hundred eighty-six and sixty-six cents). I have attached a cost breakdown for your review. Please include this amount on our next pay estimate. If you have any questions please call me at (206) 838-7819. i Sincerely, Brad Holt I 1 i R i r 1 r ;, r. PROJECT NO. KING CONSTRUCTION CO., INC. PROJECT C n u S t wJ 2 KI NGCC'203 FIN OWNER C:"v 41 R...... 133131h 81h Street East F.A. RECORD NO. Sumner, VJeshington WOO DATE 1-7 w (2061 8 38-781S > (206)863-N36 DESCRIPTION OF WORK /05 A4[ Ss S7 F> iNw%M + iti I 1'ti4nlc�p> Z LYlwi>N ��V'>w�♦ c < w Ey�b'wr> ITA. tarp Q 6 d Cg1,1nn.1 p UNIT TOTAL TOTAL 5 4 W asumePTION DUANTRY LIMIT Oorr MR ITEM COST Ar 2 )o 243a I If /31 43 S 7 3 1-r = hr 7>s " ry 7 Ar FS /f2 S 9Sv CA teence S Ae Hod 1= e ar hs �e to. n -- 12 t 1/ -- i6 -- 16 17 78 18 20 21 22 3 24 L See +ewe ?73.Of 5*7 4r /its LL I 1 { a.. IIIIlM�s r . '3>,R.o2Y01apaw luxacoanl: KING CONSTRUCTION CO., INC. 13315% - Bah STREET EAST + SUMNER, WASHINGTON 99)" • (206)83e-7919 (206)863-0935 FAX (206)863 4658 March 16, 1994 1903 CITY OF RENTON PUBLIC WORKS DEPARTMENT MAR 17 �ggq 200 MILL AVE. So. RENTON, WA 98055 CITY OF RENTON PROJECT: CBD SEWER REPLkC--MENT Engineering Dept_ ATTEN: JOHN HOBSON As promised I have tracked the cost of installing foundation improvement below the new sewer lines on Logan Ave.. To date we have installed foundation improvements at the following locations: 1 + 07 to 2+25 Sheet 2 3 + 32 to 5+78 heet. 3 5 + 88 to 7+62 Sheet 3 7 + 62 to 8+88 Sheet 4 This amounts to a total of 6741f,. Dep:h of foundation improvement ranged from one foot to fl, e foot, with an average of 2.75 feet. The width of the foundation improvement averaged 3 feet, Total quantity of foundation material used is 267,61 ton. I have coated this extra work as follows: A) Material cost of rock + 15% a) Trucking cost of rock + 20% on labor and 15% on equipment. C) Waste dump fees + 15% D) Trucking cost of waste + 15% E) Fabric material costs + 15% F) Labor d equipment to excavate and place-force ac7ount rates + 20% on labor and 15% on equipment. G, Daily cleanup costs - a percentage of that included #. in our bid. H) 5% added to total for Bonding, Insurance, Business 6 Occupation taxes. The total comes to 513,907.51 , Please let me know if you want to convert this to unit price for pc sible use elsewhere on the project. �o W i i I have attached my cost breakdown for your review. Please call me after you have had a chance to review this data. I would like co reach an agreement on a change order as soon as possibin so we can get it on the neat estimate. Sincerely, s ( Brad Holt jjj- t i 1 , .j J p f i' •mv.lercaL cul+ 7 .'t�ars.y,, r 2G76i a* - kt 7v w,t 165� 'F -r0a L / SO F ec / 9of.tG 1 wl a T I.:s ✓hula.iwl L'. A...Io 6, /" ~f�s Solo69 1 A. e..� - /2.T A.•5 } e�07 m/r, 70. 50 tsltn to [,«bo/' y13.vU f rv, o;•t•1, D...y, .77•vo > 3'.'z YD 't'• 5vavo C f3uy�e w�L¢ ir7 �.i, si 3E yo+w L.C: H?3.wo £j16.pr SS 3.frk i 1 V 1 S 1 , ar .Z6 5.9 V P Esc ya.da AIL r PLO S•AY ' y 1.1 • 2L47. 11 �e .Z.i•)' r.a a Ad 7. IS y tss3�3 G 70. 71 Yv 4G D TNvC,Ic;c1 cos,- o) Cv«zk + rna sa p T/i;z MwFwr..t L�.rs Awry✓ Ay 7 a•02 Avl- rr;e a . .y zo s x 7� 01 =�fr4o • �7 /D,2 3. 70 fo...L ; I give Y 1 N . ��Y. .t. tti • } F �+`\�<`�� S.wS �ilwtt•I �}w.w„� Twuwlw�i.,. R•c.< 4-�� ba�f�+ -Nll ��t,.e.,f I'r�',h.+(w. o� hrd<�:•� a•,4 ,$w bsf�r•.<r S••••.11w, OJ- nT��•. C o T; �t ' At •� �E'Ja 1<_S.l,s = a<.«�r I<.ya�, fi7y 5-/.FS' P (� IV F z - 276•S3 S.Y. r 3� 9 /u Y.9Y Yv rya /O N. r� SEG CN�er.\wa••1 fti S:w\ W14oT/ (tG R9frW Fon< RCow.,Y 4 Ave •jt -I-i� <y iv.S<w ll tv..wJ.1.�.., /Y\wf•r:.t ,rye. .� Jf 1 1 i R r .ri I Y�wv_ '.0 [e<0.w.4? �10.1t a yr/•i'f 614) vP V s 9n, YI St290.J y1HI ^.•I £yt�. P.a WL SCroDx �.Ma roudtr S.✓lalp ��. /'.'+.L Iv Vol.- TAB SC L031'S Fu.....de.>•;�.. im A hai J<�/ay<a! t`+ �>:6>c IrlMI1 N1:w., by /3•�2 J \—Tir J -rA, w}. I V i6cd ' FgSHE +O+wL � 3 sr/c ar G /0?k. 70 / o H Sv 8 90 . y (T y3o .00 I 13, 2y5.10 f r wio.>1 Ro-e `. / C 2. W 7nra� l39o7s/ Iw J WAN E PROJECT NO.— F KING CONSTRUCTION CO., INC. PROJECT KI-NG-CC•209 PN OWNER C;l uF ka..+.•. 13313% 8th S7eal East FA- RECORD NO. M Sumner, Washington 98390 DATe I (208'r 838-7819 • (208)883-0935 } DEMMir ION OF WORK /� —d' L.S.— A. 4Jhci� ..SM�i�a f � Rr.x w W c OehnnJ {3 LIMITLIMITTOTAL TOTAL 3 oFscal/Txxl OwNrm wrr awr POR rtBb Corr 1 .9r 2 �•br { J.bi 8 a 1 i&.1 ��•;•i 7 er 2Sx 9 9+ + 1 ;t77. IS 11 1 11 0� NA i3.r.kar 71•a� 12 1 ru /o.� •4Gbr 14 H/b Cat �JRCA b.+ 1.00 1 Y 1 M '7 10 17 t ..lot /8 c� a nwo a /5.yo 1 Sy 10 21 >, o 22 b^y a. 5�•... >'1° f ku Y7/Jt�•1J r la s 3.27. SS , r,7 w.L 8 555.v8 ,W �I `HR I l 55 y, y� �� ►w� o�rDa�nfi grvcccn,p� KING CONSTRUCTION CO., INC. 1330e - Ith STREET EAST • SUMNER. WASHINGTON 98390 • (206)$38-7819 (206)$63-0933 PAX(206)563.4660 March 10, 1994 City of Renton Public Works Department 200 Mill Avenue South Renton, WA 98055 PRWI=: C13D Sewer Replacement ATTEN: John Hobson As you are aware, the 48" manhole at station 5 , 72 on Logan Ave. conflicted with several utilities at the plan location. The manhole had to be extended to station 5 + 75 to allow the B" DI sewer to miss the existing storm manhole. There were also conflicts with a 6" storm drain, WNG service and a fiber optic line that is not shown on the plan. I have included a detail sketch of this area. The conflicts experienced at this location wre unanticipated by King and I assume also by the City because they are not address,d in the plans or design. King has incurred additional costs in dealing with t..ese utility conflicts while installing this manhole. I have prepaired a breakdown for these additional costs, and am including it with this letter. Please review these extra costs and if you agree with my breakdown, please prepare a change order to provide this extra cmpensation to King for the extra work. If you have any questions, please call me at (206) 838-7819. Sincerely, /�(�/i/,�_ ,i_ 'V Brad Holt COX911-%C' HATE OF OCCURANCE - 3/4/94 LOCATION - Approximately 5 + 72 Logan Ave. �. COST BREAKDOWN: 1 LABOR S.T. O.T. TOTAL � FOREMAN 2 hr @ 32.91 1.5 hr @ 45.77 134.48 OPERATOR 2 hr @ 30.65 1.5 hr @ 42.39 124.89 ,- OPERATOR 2 hr @ 30.65 61.J0 i DRIVER 2 hr @ 28.20 1.5 hr @ 39.15 S 13 PIPE LAYER 2 hr @ 26.32 ia,.M LABORER 2 hr @ 25.78 31,56 LABORER 2 hr @ 25.78 , SUBTOTAL - 20% MARKUP TOTAL EQUIFTEAT: MS 280 Excavator 2 hr @ 73.30 146.60 Hitachi 07 Excavator 2 hr @ 50.80 101,60 Stanley Compactor 2 hr @ 7,70 15.40 - 950 Cat Loader 3.5 hr @ 40.60 142,10 02 Flatbed 52.50 15,000 lb gas 3.5 hr @ 15,00 6X4 Dump, Deisel 50,000 lb 2 hr @ 27.40 54.80 Bedding Box 12 cy 2 hr @ 10.50 21,80 J SUB'IX)TAL 534.80 15% MARKUP 80.22 TOTAL 615.02 x i MATERIALS: 6" PVC Pipe 81f @ 1.15 9.20 6" Flex Coupling tea 915.79 31.58 'rt - SUBTOTAL 40.78 15% MARKUP _ 6.^2 TOTAL 46..G k' SUMMARY: IABOR: 709.87 EOUIPMENT: 615.02 MATERIALS: 46.90 1,371.79 68,59 5% for Bonding insurance S R&D Taxes $1,440.38 GRAND TOTAL xsy- iC,:y eve. iA 77 :a, & ,a !p•'E n M Y^. � f `Y i(X j a I 1 ; i 2 ,�, 3 R � ;. y }"� f ` '�p � ny Y l 3 P 6/ Y ^ ` .�� /l V Y V � �� j N J� N � � o � r �, 2 v _ ' I _ _ a 1t Y'1—Yw ny 1"� - — __ j —� --� , , i � ' � -�— , . � � a -- � —�----- � -�� .::,y:.`� .. f 1 i C KING CONSTRUCTION CO., INC t 13313% - e,h STREET EAST • SUMNER. WASHINGTON 99390 • (206) 658-7919 (206)$63.0953 FAX(206) 863-4668 f 1. March 22, 1994 City of Renton tpTe., D Public .Yorks Department 200 Mill Avenue S. Renton, WA 98055 Project: 94-3 MAR 2 41"4 Atten: John Hobson CITY OF RENTON Dear John: Engineeri,Ig Dept. I am writing in regards to an existing water service that was not field marked or indicated on the plans at •`ation 2+90 Logan Ave., between So. 2nd St. a So. 3rd St. . On March 15th at approximately 8:30 A.M., my crew hit and broke this unknown water service. It took until 10:30 A.m. before the broken service line was shut off and my crew was able to start installing sewer pipe again. As you are aware, we also encountered several unknown conduit banks in this area. They did not however affect our operation as severely as the 'iroken water service which flooded our ditchline. Because of the extent of the cost for a 2 hr. shut down, I must regl.'est additional compensation for the delay caused by the _ unknown water service. However. I am not claiming for any delay due to the conduit bank at this time. The total for this extra work amounts to $1 ,117.47 (one thousand one hundred seventeen and forty-seven cents). I have attached a cost breakdown for your review. 1 Please prepare a change order to provide extra compensation in this amount. If you have any questions please call ma at (206) 838-7819. Sincerely, Brad Holt .. �3NMN �>se1CY� "�+++•"'•.'•�"••••�w•.wwwMur.FYiiIM1�M+i11M�Ra c�. 1 C i awe k KING CONSTRUCTION CO., INC. PROJECT "a PROJECT y ST E R OWNERR KI NG CG'209 PN ANE - C •r•} 12r,..w� 13313b; 8th StfBOI rest O F.KDATE RECORD NO._ S6) nef,838- 549 - (2%863-0 0 PATE (208)B3B-7818 • (208i E83-0936 DESCRIPTION AWORK_ ___. �'~ a+50 L.,.- vL 5.. _ '� ___ ____�_rN ♦'Iw..i 2wrc w <4�w du.w. .. � 2 NMwMh JON i a < n Ea - r a a 5 Cdumn.l 3 IW UNT 00F TOTAL TOTAL D RIPTIOR DIMMRY u/R ODST FOR REM (bSt 2 oe fnr Ar .LC 6l3o 3 9<ru 4w 0. . S A/ 30 -.,.c- 56-40 6 �r{Mrr .z n. 4 . 56-vo 7 53A 42 4.63 8 g M: ILL) CYCAI , ,^ , MD L%T 7S 6. 10 ii;a ,4I 50 D' IU I.Lo 12 vu IJ. -Y A. 7tL 97.60 13 1. nc+ _. L. 7 1540 14 A. l5 'o.n0 16 16 %I> ♦re..<e Eav L� Gv Zoo 17 /2 c 2 Ar I !n! 18 r 61 IA, I 19 3. >u.^. -. A,. C >e 20 �GG1iJr, hS% T lin .YV E() 21 DocrA -i A' •w .80 a ssc= 635.63 3 14 36 � ,.1,rn•..� /tlS iL At 11117. 47 _J THE CITY OF RENTOI, -- - - GEPARTMENT OF - =---'-�= PLANNING/BUILDING/PUBLIC WORKS FOURTH FLOOR 200 MILL AVENUE SOUTH RENTON.WASHINGTON 98055-2189 FAX 235254! n FAX TRANSMITTAL J¢ DATE: ��T-- TO: '7/( L f�En3d✓Si FAXM FROM: s+n Dr,',S/n.�✓ _ PHONEM: SUBJECT- / V� {��Awec u�C✓ _._.___ Nu.obcr of pagcs cxcluda,g covcr sheer- 1-1 r wW ORDINANCE No. U y / AN ORDINANCE GRANTINC A FRANCEIS:'TO DEFENSE PLANT CORPORATION, A CORPORATION CREATED PURSUANT TO AN ACT OF CONGRESS ENTITLED "RECONSTRUCTION FINANCE CORPORATION ACTS APPROVED JANUARY 22, WINS TOR AS �ERDSU PLI PURPOSES AND TO ITS CINSSORS AND ASSIC.N ,CERTAIN STREETSSOFt THE1CSO ITY OF RERTON: The City Council of the C1'r of Renton do brdaln as follows: SECTION I: That there is hereby granted to Defense Plant Corporation, a corporation created pursuant to an Act of Congress entitled 'Reconstruction Finance Corporrtaor. Acts, approved January 22, 1932, as amended, its IuCcaasars and assigns, w, " conditions set forth In Section II hereof, a franchise tO construct, reconstruct, malnteln and operate two water m:ins for eater supply ➢ir•poAss over and along the fallowing street$ in the City of Renton, (A) Two water mans, one on tech aide of street, on the following streets: On Tubrn Strattiht between the westarly line of the Northern Pacific Railway right of way and Logan Street; and on a¢an Straot south from Tobin Strut to the s . cf e D1pe .lna feet the right of way of the City of Seattl outh : right of way, being approxim tely sixty i1_)onrth of Third ptenua In the City Of Hentar.; Said q ter "ins Shall be constructed, one an the era t side of Said Logan Street, and one on the ,at side thereof, and one on the north side of said - on the . the n Strcec, and one sate the east side of the water feet art the east eldereof; the of said Iogan Street to be three fIngeet end eon the west of thr east It" of the park- Side strip on the east side of said street, and the we at to b of the min on Cra west skit of, ao id Logan Street to be two (2) a St east oi' the east told of the parking strip on the west side of said Log" Straet. The north side of the 'Star main on the north aide of Tobin Street to `.a two (2) ^eat South of the South line of the park- in, strip as the north side of c-Id Tobin Strot; and the south aide Of the water the south h of s n: In to be conatc tad on ncrLh of the nen said Tobin Street to be two (2 feet orth line of the parkins strip on the South side Of Tobin Street, the two wet. Logan Sireot,•and the two water mina on s felts on Slid aid Tobin Street to be connected with a proper cannectlon; sold water mains to be laid at suet dap to as w311 not inter- tare st the water, gas main s ;.nd city Beware now _n fare $treree treats; 1 I r � J r i ( Also two water mums in t. northwesterly - southeasterly direction over and across Cool Strept and Williams hin Street North hit.e adsltos Lake neror lion Plat, within .'00 feetingt of the northeast corner of said thereAdsit's Lake washingash Flat, the exec[ location time, locatio not having bash determined at this time, the toC be the Of ptheermanent said two location mains when constructed to be the saof t is franc thereof under the terms and provisions of Lh1a franchise. i - SECTION U - CONDITIONS: (a) The said franchise shell terminate ninety.nine years from the passage and approval of the Ordinance. (b) Where said proposed water mains cross any street , or sidewalk, the excavation made by the grantee in laying said water ma Ins shall be so bridged that said streets shall at all tires he open to travel by pedestil,ns and vehicles, and said sidewalks open to travel by pedestaans. Where sold water mains are slat,; an/ street, the entire width of sue:. street shall be kept free from obstruction, and open to travel, exert that portion to be occupied ay the water m, in trenches. Suitable guards shall be placed and maintained to protect vehicles and pedesirlans from Injury by reason of the excavation. Al' water mains, gas ma Ins, and severs, and all service linos or m.1ns now In place Ir any of the streets on which.axeavetions bra made, shall be allowed to re- main in their present torn Lion, or if injured or destroyed, shall be replaced by the grantee, or an equal substitute provided therefor. (r.) all material removed from excavations not required for the refill thereof shall be deposited on the streets of the City of Renter, by the grantee as directed by an Inspector to be appolnt- _. ed by the Wyor of the City of Renton. The services of said in- spector appointed as above provided, she it be paid by the grantee at the ::te of Five (;5.00) Dollars per day for time actually employed. ( 9 4 a j 1 (d) Upon the completion of the work he-eln contem- plated, the surface of all streets In which excavations are made, shall be restored by the grantee to their present grado, as directed by said inspector. (e) All work contemplated ty this front; ise to be done by the grantee $hail be prosc.uted without delay, ea, with ell saonable dispatch. , (f) All repairs to be made hereafter on maid plpe line within the streets herein designated, shall be made under the direction of the Street Superintendent of the City of Penton, Washington, and the grantee shall. restore the surface of any street upon which excavatlone are matla to the same condition it -at In p:ior to t9e making of such repairs. (g) the grantee agrees to save and keep harmless the City Of Aentmi from any loss or dsmage sustained by abutting property owner,, or by any other persnn, oecasloued by the exercise of the ba rights granted hereby. SECIION III: This Ordinance shall be u full force and effect five (5) days from and after its passage, approval and legal publication, as provided by law, Approved this day of { , 1941• Sol ,) mayor Introduced and reAd the first t e Dec mete 2, 1941. Passed this �rJ(dey of --��/y� r 1941. `i / SU of G_ snd approved as to form this fey l Attorney Date of first pe Dllca Lion ART "i t' r ryCW � i PARAMETRIX, INC. Post Office BOX 460 ;'^c Sumner, Wasnir.gron 96390 PMX NUMBER �Z-I— (20G 8 }Jj810 p �j " " iI1J11 Dare tI jSI0)14 APR 1 IW4 CITY OF RENTON ` Engineering Dept. FAX TRANSMISSION INFORMATION SHEET w TO: Jaka 4'b50n a 1*41 s r RECEIVING FAX NUMBER 123� • 2S`'f/ v 7' j FROM: PMX SUMNEERR FAX (206) 863-0946 O COMMENT'aiMESSAGE: n e'. "ems C �� '�>et—,e,r Ke�LLeg ^v-,A NUMBER OF: PAGES INCLUDING COVER PAGE 3 BACKUP COPY WILL WILL NOTE: BE SENT VIA LMA I f A • S.un q X`a y �y �`, s.W(U •�J He STR�1. l ua Er 10 ew ems_ ss 7-n/m w� _ -- - EAST ALLEY B 'l 'ALLEY BETWEEN MORRIS A" SO qt0 x' AND SMITHERS AVE SO) I \ 9 � I I, eco0«osm PLAN aro t E,0MG PAVEKMT W — 1• �. REPAK MR1 s' ACV CLASS D M -CO S�CT MEM SE d THE SAKE WO KT AS EXIS wG XKR. i I�EPMKY' I ASMAyT / d .. __ EnSN/G GedIMD SIMEACE QEAMW zwOY�EVSTMi _—_ 0 i ,'/�e'ss elAr sTJ.& w sioo _ s CEb RB OE1uL r i -.� � - --__ i I � - SEE piTA.. 1 P'6 CLhirss l V1E• CAPS V Cc- 8'Si V ISTAL, e•SS OKP WI � d - O7r T t0 EDGE OEM w zad. WIN ____�__� :" �, <•R �m RSA! y�8f 94 ._- --1 �, I I - ---- - - ----_ r, PROFILE � R R tRT -]G SHEET .... - I ww \ �Ixl rtcX'•SMom 1°°'pOM PAram rIR.I rt rr Mu r •ram E-u- - •...�ems:S,� .�.�Y:d _ Id Y�l�a�!/1frl� PC S,, Y W e• TA 1. G 50 • st ,• �� R us I 11w�,yy CP • _ w ) < » Rt.R.^YA _. R •F - 3._ —_ _ __ S0. 4TH GT. T A 6" — Ex uCN4=,«-i r v.M.4f V ff .�yq M1a Vy Q gEPLACE En51wC fI T4A• S »3�' b f �•. TRW PC Lo- - } Ay✓L n.,n P r e w ./_ PLAN \ - - I a� _ b4I a n JIJ 5S P S. LE n>> pp OAn»I Ix EnS I unun a. nk zb r• — Pl na RaN c sIJ nwS ro COwl gOLi TO "$1n TqI( j yl fl/9y - — -L -I Y B CIftCAn S p � RPRR BASfO C[» tE SiA Rxtw L____ y CA[E 'AKRE iEO. � _ —.— L----�-- - �-uo PROFILE ---- 'ii00 ,.00—L. R .. n CRi H E ET 'lyl YER• I•.i' J �e CIS A6G4V[ q1 Yl11pV4 � I ►nr»1MffP,111L. i 1 IM L y S• CITY OF RENTON I 1 2E Planning/Building/Public Works Department �- Earl Clymer, Mayor _. r F CONSTRUCTION NOTICE RENTON CBD SEWER REPLACEMENT PROJECT Dear He, lent/Business: In order to en_•rre reliable sewer service, the City of Renton will be replacing several sewer lines in tha downtown area trom February 21 st to June 3rd. The streets Ihat will be affected and the approximate constructioo dates are as follows: Logan Avenue South: from South 2nd Street to Airport Way. (Feb. 21 to the end of April) Williams Avenue South: from South 2nd Street apt'oximately 500 feet north. j (April 1 to early June) " South 4th Street: from Morris Avenue South to Burnett Avenue South. 1 (April 1 to early June) Two alleys: south of South 4th Street and between Ahitworth Avenue South, Morris Avenue Soaith end Struthers Avenue South. (April 1 to early June) Again, the working dates for each area are approximate and may ` inge during construction. During construction there will be traf'.c detours for L, an Avenue South. There will also Le, at various times, parking restricrions on most of the affected streets during construction. I apologize for any inconvenience this may create. The contractor and I wib endeavor to keep you informed of temporary traffic and parking restrict°ons. The contractor for this project will be King Construction Inc. If you have any questions regarding this project, please contact me at (206) 277-6179. Sincerely, J F r I _ hn D. Hobson, Project Manager City of Renton Wastewater Uti6q x:oocs.warotm,r 200 Mill Avenue Souti,-Renton,Washington 98055 rHn r�•ea covrnr+s xF�urvato w'fru��m rosr crx.suMm J a fi a r a 1 1 .> CITY OF RENTON Planning/Building/Public Works Department I Earl Clymer, Mayor - March 31, 1994 Brad dolt King Construction 13313% -8th Street East Sumner, WA 98390 SUBJECT: RENTON CBD SEWER REPLACEMENT; LOGAN AVENUE RESTORATION Dear Brad: Due to the poor condition of Logan Avenue South, the C;ty is exploring alternative methods for restoration o' -he roadway. Encicsed you will find two of the alternatives along with specifications and a sketch for which I am requesting that you submit costs. One alternative is to completely remove the existing concrete road and replace it with an asphalt surface. This work would include removal and installation of new curb and gutters, and installing the new road. The new road would consist of a 6-inch crushed rock base, a 5-inch asphalt I.eated base and a 3-inch lift of Class 8 asphalt. I � The other alternative is to crack and seat the existing concret9 and overlay it with i asphalt. This work would include cracking and seating in a manner which would protect the existing curb, a layer of 6-inch crushed rock and 3-inch asphalt to patch the sewer line trenches, a 314 inch asphalt leveling course, pavement fabric and a 2-inch asphalt overlay. Please submit your cost for each alternative and return to me as soon r lossible. If the cost(s) a- not within our budget, then we may have you do an ACP trench patch only and bid a road recon,truction project Pt a;star date. If you have any questions, please contact me at 277-6179. Sin rely John D. Hnbson, Project Manager Wastewater Utility NA005:9 324:JOKps Enob . 1 200 Mill Avenue South-Renton.Washington 98055 i Mill enueYSo tE(Vf}FDnton, IOa Washington EP 7 I - Logan Avenue South Restoration Crack and Seat Aiternatwo Pape I Project Titl,,'. King Construction BID DATE ate Item D L:Gmescnpimo Unit Unit Bi0 No Ouanuty Price Amount ITEM OESCRIPT -_ �i UNITS ESTOTV SCHEDULE W 001. Crack ano Seat existing concrete SY 4621 002. Sawcut existing concrete LF 2300 003. Crushed Rock 16 inch thick; Ton 320 004. Asphalt Trench Patch Tor 165 13 inch thick) 005. ASPhalt Leveling Course Ton 232 d 13/4 Inch thick 006. Paving Fabric S W5 007. Overlay Ton 695 Q inch thick) Sub To al Sales lax 8.2 Total r Logan A,once South Restoration;Now Roadway Alternative Page 1 i Project Title. King Cnastructloo k RID DATE Eslimato f Item Descnphon Unn Est Unit Bid C No, Ouan;ity Price Amount ITEM DESCRIPT UNTS ESTOTY i SCHEDULE'A' 001. Remove existing com,rete roadway SY 4521 002. Remove existing conzhTe curb LP 2300 003. Crushed Ror.,,u inch thmL Ton 1770 004. Asphalt Treated Base Ton 182c, (5 mch thick) 005. Asphalt Class B Ton 960 --J� 13 inch thick) I— 006. Install curb and gutter LF 2300 I Sub Total Sales To.8.2 Tot- I i i Cracking and Seating Existing Concrete Pavement Under this item,the Contractor shall crack and seat the exist ng concrete pavement within the i pzyment lines shown on the plans or within revised payment"nes established by the Engineer in writing p-ior to the placement of a bituminous overlay Construction Details before cracking and seating operations begin,the Engineer will designate a test section.T tractor shall crack the pavement in the test section using varvmg impact energies until full depth cracking is established to the satisfaction of tF a Engineer. This impact energy,and the striking pattem later described,will then,be used for the remainder of the project.Within the test section,coring and non- destructive deflection testing with a Falling Weight Deflectometer will be required to verify that cracks are being established full depth.The Er,ineer will obtain the necessary cores and conduct the necessary deflection tests.The Contractor shall supply water to assist in locating cracks in the concrete pavement. The water shall be applied to the surface in a fine spray. Following cracking and after the surface dries,water remaining inthe cracks will readily identify crack location. The equipment for cracking the concrete pavement shall be ap proved by the Engineer and shall be capable of producing the desired cracking without excessive displacement or spalling of the concrete. Unguided free-falling weights such as"headache or wreaking halls"will W be permitted to crack the pavement.The Contractor suall crack the existing concrete pavement in conformance with one of the following Patterns. Regardless of which pattem or pavement breaker is used,the pavement shall be cracked transversely such that adjacent cracks do not exceed 3 feet in the longitudinal direction. If a drop hammer is used(approximately 1200 lb.weight with small diameter(5")breaking head),the following pattern shall apply.The spacing between hammer blows shall not exceed 6"moving transversely across the pavement lane or lanes.For each transverse pass of the breaking machine,the pattern,hall begin one foot from the shoulder and proceed to the centerline of the pavement.The height of drop of the breaking head shall be adjusted to produce full drr,th cracking with a minimum of surface spalling. The transverse cracking pattern is not required to be in a straight line across each lane. A drop hammer which creates a slightly arc-shaped pattern across each lane is acceptable. If such a pavement breaker is used,the following nattem shall apply. The radius of the arc shall be seven feet minimum. Cracking one Poll:...e width using one or two arc-shaped patterns is acceptable,as long as the entire lane is cracked.The pattern shall be;in one foot from the shoulder and progress transversely to the ct terline,allowing not more than 6"between i hammer blows. If a pavement breaker is used incorporating a 12,000 lb.drop weight(six feet wide),one pass of the pavement breaker down the center of the lane is acceptable,provided cracking is t i produced across the entire lane width. Pavement cracks radiating from the ends of the drop �ff weight to the pavement edge are acceptable The height of drop shall be adjusted to produce full depth cracking with a minimum of surface spalling Cracking concrete pavement will not be permitted over drainage facilities,utilities,etc. Regardless of which type of equipment is used,provisions shall be made to protect passing traffic from flying debris during the cracking operation rFollowing crackins but prior to asphalt patching and overlaying,the pavement shall be seated. The cracked pavement shall be seated by two passes of a pneumatic tired roller with a suitable body for ballast loading with such capacity that the gross load may be varied from 30 to 50 tons. If the pavemem is opened to traffic after the cracking and seating operations but prior to r placement of the Gist brie ninr-s course,the Contractor shall maintain the pavement by ' sweeping,asphalt patching,etc. t: ,,,e satisfaction of the engineer. The se.,uence of the operations in conjunction with this item shall be performed in the following order 1)removal of asphalt overlay;2)any sawcutt rig to cu. .eel reiiforcemcnt, 3)cracking;4)seating;5)seating;6)patching with asphalt concrete; 7)tack coat;and 8) overlay. Work shall be sequenced so that the cracking and seating of the concrete pavement is completad prior to the construction of shoulders and the installation of underdrains. In conducting hir operations,the Contractor shall avoid cracking over existing drainage structures and utilities. Asphalt concrete shall be placed within two weeks of the completion of the cracking and seating operations.The Contractor can delay placement of the overlay.The Contractor can delay placement of the overlay beyond the two week limit if approved by the Engir •er and he satisfactorily demonstrates he can maintain trade safely over the cracked pavemen, Oy sweeping and/ patching. Method of Measurement The quantity shall be the number of square yards computed from the payment lines shown on the plans or from-wised payment lines established by the Engineer in writing prior to performing the w.A t Basis of Payment The unit price bid per square yard shall include the ccst of furnishing all labor,materials,and equipment necessary to complete the work. V i i .q i. o<F 1 • I Y i Ft: 4. , r , I T t5-04.3(14) Ilanina LngIL5 P2v in nI Supplement f Existing pavement shall ce planed to the depths and limits as shown on the Plans as required to pro 'ce a 3-inch thick overlay to the elevations and grades as shown on the Plans. The limit and depths shown on the Plans are only approximate. The Contractor shall exercise app�cpr+ate carp not Ic grind more than is required. ' At all connections with existing pavement shown on the Plans and where directed by the Engineer,the Contractor shall cold plane the existing pa' .ment surface to the depth shown on the Plans. The existing pavement shall be cold planed within the limits and to the depth specified on the Plans. 5-04.3(15) A5phaif__Concrete Aoomirh(Qnv way SuPP- I-,ment +' Asphalt concrete driveways shall be constructed in accordance with Section 5-04 of the t Renton Standards and as shown on the Flans. All previously cut joints shall be painted with tack coat prior to spreading the mix. A;pnalt Concrete Aprons for Dnveways 1i Where shown on the Plans, and as directed by the Engineer, the Contractor shall construct i an asphalt concrete apron at new concrete driveway locations. The asphalt aprons shall be constructed from the back of the sidewalk to the limits shown on the Plans to match into the existing driveway. t 5-04.3(22) Pavinn Fabric ' New Paving fabric shall be placed over the entire width of the existing cement concrete pa�oment -no at all other locations deemed necessary by the Engineer. Paving fabrc shall be placed at a T'nimum width of two feet(2') 10 give a minimum overlap of one foot on ,each side of the joint iine. All paving wearing course ur overlay. fabric shall be placed just prior to placement of the Materials ' Asphalt Cement: AR-4000W per Section 9-02 Bituminous Materials of the Renton R `. . Standards. Fabric: Nonwoven polypropylene material , Elastic Recovery,at 15 lbs.wet or dry 100% Weight 3 to 5 ozs!SY ■ Tensile Strength,either direction Elongation 80 tbs.minimum 31 Asphalt Retention 50%minim;rn0.2 gal.iSY minimum Y Park Avenue Norrh Improvemc:.,s City of Renon i Febu3ry 1994 TP.42 { II , 300` or greater + Melting Point 75 inches Minimum Width 1 I B Equipment Requirements j All equipment,tools. and machines shall be subject to approval of B,e Engineer. capable of removing oil, grease, and other Surface cleaning equipment shall be i objectionable materials from the pavement surface. The distributor triall have d nt shall consist of brooms and Q pac; of not less e distributor than 1,000 gallons. Asphalt hall be raap un formly applied at the specified L� rate. pressure pump a The distributor shall he equipped with a 10-foot spray bar and extensions, p easiP lead by the Inspector from the Bounds a I located to t� J hermomete volume gauge Iota read of asphalt and two t and gauge, tachometer to control accurately the speed and spread ialt temperatures. one to be permanently installed indicating continuous asp. I '1 Power for the pressure Rump shell be supplied by an independent power uuit developing a minimum of 25 psi pressure at the spray bar. Surface Preparation grease, oil, j ' The pavement surface shall be dry and tree of all for, materials such as dirt, etc. Section 5-04.3(5)C of the Re Cracks shall be filled per Sec nton Standards. Holes shall b_ repaired per Section 5-04.3(5)A. - , lied to the Where ACP depths are 2 inches or less, soil residual herbicide shall b_ applied subgrade Per Section 5-04.5,5)D Soil Residual Herbicide of the Renton Standarus. Asphalt Application The asphalt.with a minimw'ns petrsGuare re tya9d oaer the area to be fab be ric covered.uniformlyThe ■. the rate of 025 to 0.30 9`reced epplicatic.s to avoid loos and ridges at separate ■ Contractor shal shield p g applications of asphalt. areas may u..provided by a suitable hand sprayer Applcatior,of asphalt in inaccessible . Fabric Application The Contractor shall not begin fabric ap,llcation until the Engineer has determined that all 1, materials,eauipment,and labor are ready. N the initial alignment is very Important. in oint a aI sincefabric cannot moved once placed, j I aaa alignment Is to be changed,the fabric shall be cut and �zaligned with an ovedapp 9 1 ■ minimum of 6 inches in the direction of traffic. For transvere lappedoints the fabric 1 Pane Avenue No^r Improvumen:s w r^ airy of Renton TP 43 Febuary IQ94 '. I *000 ti h KT-27-2110 RE IM CAD SBnIR REPLACEVIaU 1993 - Ca tractor Corresp. 3 R � 1 r Shall be folded back 6 inches to allow application of 0.05 gallons per square yard of asphalt. r The joint shall be broomed and squeegeed to form a smooth lap. The fabric shall be broomed into the asphalt eliminating all air bubbles. Air bubble removal I can be best accomplished by brooming from the center of the fabric toward the outer edges. Weather Limitations j Work shall only be done during dry conditions at or above temperatures sufficient for paving as specified in Section 5-04.3(16)and as specified by the Engineer. 11 Membrane Curing The entire surface of the fabric shag be pneumatically rolled until the fabric is well embedded into the asphalt. Asphalt Concrete Overlay The asphalt concrete overlay shall immediately follow the fabric installation. The fabric manufacturer's recommendations and requirements regarding asphalt temperature,protection of fabric,rollina temperature and technique, etc.shall be followed. A representative for the manufacturer shali be on the project at the commencement of fabric placement. The representative shall remain on the project until the Contractor has demonstrated to the Engineer that he has the understanding required to satisfactorily Perform the work required. The Contractor shall not place more fabric than can be overlaid in the same day. No fabric except that which is required for normal lapped joints shall be exposed to tr.ffic. In the event that traffic must drive on the fabric, the fabric shall be dusted with sa.1d to prevent tire pickup of asphalt. Before resuming asphalt overlay, the sand snail be swept clean from the fabric and disposed of properly. 5-04.3(23) Incidental Asphalt Concrete Class R New Incidental asphalt concrete shall be Asphalt Concrete Class B in accordance with Section 5-04 of the Renton Standards and these Special Provisions, and shall be used only at the l+ discretion of the Engineer for the restoration of the area between Vie back of the new sidewalks and adjacent properties, parking lots, and paving aprons. TOs shall include the asphalt concrete necessary to re=nstruct driveways be'❑ind the sidewalk as shown in the Plans. Park Avenue North.Improvements City of Remon Peouary 1994 TP.44 �J Ya l 1 F k r i ' 5-04.4 Measurement Supplement Measurement for all incidental asphalt including, but not limited to. asphalt concrete - J� pavement patching, asphalt aprons, and patching around utilities will be made by the ton of material actually placed by the Contractor. ' Paving fabric shall be measured by the square .,ard. i15-04.5 Payment Supplement Payment will be made for each of the following bid items: Asphalt Concrete Pavement Class B Per Ton Asphalt Concrete Pavement Class E Per Ton Incidental Asphalt Concrete Pavement Class B Per Ton Planing Bituminous Pavement Per Square Yard Pa-ing Fabric Per Square Yard Payment for furnishing and placing 'Asphalt Concrete Pavement Class B' and 'Asphalt Concrete Pavement Class c shall Include furnishing and applying paving asphalt and tack ' coat,crack sealing,and feathering pavement. Payment for"Planing Bituminous Pavement- shall also include the removal and disposal of ■ all cuttings and debris, and all other costs required to accomplish the work F Payment for 'Paving Fabric' shall be at the unit price per square yard and shall be full compensabon for all labor,tools, equipment. and materials required to perform the work as specified,including soli residual herbicide. The contract bid prices above shall be full compensation for ail labor, material, tools and equipment necessary to satisfactorily complete the work as defined in the Contract _Documents including all incidental work. 5-05 CEMENT CONCRETE PAVEMENT I Cement concrete pavement shall be. ionsh•- ar•cordance with Section 5-05 of the Renton Standards,except as hereinafter amenwo. 5-05-3(18) Cement Concrete Approach (Dnvewav) Supplement i Driveways shall be constructed at the locations shown on the Plans or as directed by the Engineer. Excavation and embankment for driveways and returns shall be considered part Park Avenue Nor.h Improvements City of Renton Febuary 1994 TP 45 nv. se.eros 2�avns. 'q 1 A.A.R. TESTING LABORATORY. INC. P.O. BOX 2523 y REDMOND.WA 98073.2523 .Y OWBE CERTIFIED 12061$81-5812 FAX(2061 881-5441 ti^ DATE S PROJECT 1. RENTON� C.BD SEWER RCPIILCMtAIT— FE�� RV 2811994 CONTRACT Mr SWACE OF qR-Z35 BL^LJS 01RMOA1D w*EA1.L CJ1DMhAl { TEST NO O81 ,'.EETNODAASRTO 799 11 01 U9r (m.) NUMBER Of LAYERS s AISER W O,OR3 RIO or T1WER (y PER low N[IDNT Oi DRY X.NKA. PARTICLE MEIWMT Oi '011 SWIIC NAND TWPEA (ILA) 1 0 SIEE t♦CF YECNANIUL TAAn CR LATER ADDEO, R. E0.0 ALX11 C. !T. of RET SOIL 4.64J Z4.B"1 Z4 9Z 14.ZZ E. . . a Ki w1L IO.YCD 10.(`5 10 10 10.(c5 F. VR. Tf SOIL SAVLE a j NET OENSIn 139.5 14Z.0 14Z. I'92.0 9 14 l IZ AT O NET E519.—I —15D.0 813.5, 531 .3 n. AI. .. ol YY 19 0.Z �53.4 � f70. 9Y v. OF LATER ZI .5 Z(e.Lo 33•2- 39 .8 MAR 12LD O IZ5.2 129.0 I2-B.3 AT r` O . SOIL 51 .3 L3 2 1 N. LATER ca " • 3.Z 4.Z. 5.I (o.O •' � GPrpali IT .. § 135.Z 13(0.3 135.5 134.0 resr ecsutts T. RAPER TENT Di q.3 138 r1,MoB 13- CIASSIPICATIOR OF SAMPLE SA s.1DY GRA L 13(` W/ C0E9E.�S ` LIDyID ROD PLASTIC IIMITS: 135 LL.�PL.��P1.� 3TRBOL IRDR PLASTIC CHART IN 134A. BENARM +nq Z5.(,L I H3 - R9 34.15 an - [snD Rv NEu[) B �6 ,R.I TEo K W TCR COYTEY T, 0/0 0i OR' •T, Br �JJ df� I Z 3 4 S L 7 8 / J CITY OF RENTON i Planning/Building/Public Works Department Far Clymer, Mayor I r March 17. 1994 - I Brad Holt King Construction _ 13313% -8th Street East Sumner, WA 98390 I SUBJECT: RENTON CBD SEWER REPLACEMENT PROJECT MEASUREMENT FOR SIDE S-WERS Dear Brad: As you ar - aware, there is a conflict in the CBD Sewer droject speciaeations concerning the schedw: of prices and the special provisions for payment of side sewer ta. Per the Special Provisions (page S-4, 1-02.5), the schedule of prices shall take p•,cedents which specifies payment pnr linear foot. Measumment for side sewers shall be per the Standard Specifications Section 7-18.4. Sincerely, J n D. i bson, Project Manager Wastewater Utility H:OOCS'94 2)2:JOK, cc Steve Plnkham I 200 Mill Avenue South-Renton,Washington 98055 Tlrl r�rfl,<vNm�1�S 4M NHYfl ED W11N1a I.IT4 MTr, NiIYfA I KING CONSTRUCTION CO., INC fl R5 nM OR KING-CC*M PN lSL5l1 U LS W if 13313'i. 811h Street East Sumne,,Washington 98390 _ (206)838-7819 a 1208)883-0935 MARCH 13, 1994 94-3 CITY OF RENTON JOHN HOBSON f TO PUBLIC WORKS DEPARTMENT HER REPLACEMENT 200 MILL AVENUE SOUTH {� RENTON, WA 98055 L_ CIN_p ___ GENTLEMEN: EnOneen VIE ARE SENDING YOU (EAttacned ❑Under separate cover va__ ----Rte I011ow.nR Mans. t ❑shop drawings ❑Rm's ❑Plans ❑Samples ❑SpePIK2tens ❑Cap,of letter ❑Change order ❑ _.__ ------ t. CEIRTIFICAMIL OF_tAYMENT OF PREVAIL:NG WAGES f THESE ARE TRANSMITTED as checked heluvr 1' L]''a approval ❑Approved as submNed ❑Resuhmd—wpres for aDMoval ckfor Your use ❑ ADDJoved as noted ❑Submt-.wpies for distnbutan k ❑As r"n ted ❑Returned for co r trpns ❑Return corrected pnnts - ❑For rev"and comment ❑ 't ❑ OR RIDS DUE — 19 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS_ Y COPY 70_ II,E- �IGNVD _GRACE ROTH H eMbJVTJ ero or aJ noM, kun , Mn% uJ at el1[e. �ll 5M} 1 J{ J' L _J plbDlR IOOff1 RPRfAIf>)3 I +` KING CONSTRUCTION CO., INC. i 133B Sth STREET EAST SUMNER. WASHINGTON 98390 (206) 838-7819 (206) 863-0933 FAX (206) 863-4668 �k I ' r - CERTIFICATION OF PAYMENT OF PREVAILING WAGES DATE: Mar^h 7, ;994 PPOJECT CITY OF' REST" SLHIFR RFPLACEMENT CAG NO. 93-075 THIS 13 Tn L`IFY T4AT THE PREVAILING WAGES HAVE BEEN PAID TO O... A--0 . 73 ANL OUR SUBCONTRACTORS' EMPLOYEES FOR THE MONTH - Or Fouruary IN ACCORDANCE WITH THE INTENTS TO PAY PREVAILING WAGE FILED WITH T4E WASHINGTON STATE DEPARTMENT OF i TABOR a INDUSTRIES. PERIOD COVERING: February 2. 1994 TO March 4 , 1994 1 KING CONSTRUCTION COMPANY INC BY: TITLE• General Manager !t r-- -1 ®r MANHOLE TYPE "A"OR"B" ILL I C it 000 LL LL ` f E u BEAVEA SLIDE WHEN INSTALLING A BEAVER SLIDE THAT INTERCEPTS AN EXISTING =�=o`m SEWER AT A RIGHT ANGLE, THE CONNECTING INVERT OF THE BEAVER w SLIDE IS TO INTERCEPT THE EXISTWG SEWER SLIGHTLY ABOVE THE SPRINGLINE AS SHOWN, DISTANCE MEASURED FROM CROWN TO CROWN. .FLOW 11 _d'PIPE iSPRINGLINE t •,r, MANHOLE TYPE"A"OR"B" r� ... a •--FLOW d'BEAVERJ SLIDE SHAPED INVERT 0¢¢ LL�� iI x X x I WHEN INSTALLING A BEAVER SLIDE 2 f WHERE THE FLOW IS STRAIGHT THROUGH THE MANHOLE THE BEAVER SLIDE IS FLAW TO MATCH THE INVERT OF THE: EXISTING ¢ B PIPE LINE AND NOT EXTEND MORE TFIAN `4 PIPE > / I HALFWAY THROUGH THE MANHOLE. DISTANCE MEASURED FROM CROWN TO CROWN. I MATCH INVERT CENTER OF MANHOLE -� ! BEAVE2 SLIDE 5 ALE' ` �A9B MANHOLE onrE- 1�75 — FI'uee 222 ut,c 1� � I ice" s\ j r WYE PVC DSD _—=MT` n' Y r • <z�.�- b �_ SD MH INV fint 3 s1� .•. e ` --- - ss 8 {•" I g CONTROL PT �I �� 1 STA. 5 92 3.5' T. V Y \\\C\\\ \\\V 1 2 ,e° ;° SS MH '� ^° HOUSE NO. 109 FF=34.05 O DOOR Ff=34.1.12 O DOOR 5 3 0 DOOR tt! CONTROL PT (MON) STA 5+76.0 30.0' RT haR, .- ,� REMOVE Ek,STINt;- x. . a . REM VE AND ISPOSE 0 W '_:7c1 L • XI h G 8 S SLAY TO ED :OF R SEE All N . . . . LLJ . LF MH TO ►d $"SS.. PJdS . . LLI C►J : . . . • . . . .. : : : . Z + . vr— co. . to J,: i > CITY O RENTON Mayor Planning/Building/Public Works Department Eul Clymer. March 10, 1994 Brad Holt King Construction Co., Inc. 13313'A - 8th Street East Sumner, WA 98390 ' SUBJECT: RENTON Can SEWER REPLACEMENT i Dear Brad: I Enclosed please find a revised sheet 5 for the CBD :ewe :�placement project. The changes reflect the new alignment of the new sanitary sewer line on Logan Avenue I South between South 2nd Street and South 3rd Street. The new fewer line will follow the existing sewer lines alignment but will retain the new elevations and slopes. Payment for the removal of the existing sahitary sewer and manholes will be in accordance with the unit prices as bid in the contract dccument. 1 will transmit to you, a change order to reflect the revised quarv'ies to the SVO,;;au bid items. I am alsc requesting a price for the toundation material at this time to enable me to track project costs. Sincerely, ohn D. Hobson, Project Manager Wastewater Utility H:00cs:94.aas:JOH:P. EnWwe 200 Mu/Avenue South-Renton,Washington 98055 � tw.rnr a ro�+rni.s soa aF�'r�.rn su'Fwnr.ias Hmco:+susrm i , r tTINF 'Cot G�YFC %h/�r 2 23 I ' i' - �� w b6so, Cam •cry. — -�-'9 -- � �« �+.sa✓sr f�o�n�fr .237 s'39� i 1 s i A PC'Y0N 'rZ¢ C,J I ur- St -��. .*. �a � /r'a, � .rS'iV✓�.o,_j �/- by z , z3 -s� rr �o� L7�octor J jo-4 21-ZS- 9f -h 4Q Ca C VI f(, ' Owl yyl p r, q a-�+. E'X P�. {S� "tjta..,., ��)w Jf J I L !O. '!/r._-+C,Y✓!.r. ! O�.L Tn ire .4 t•�t o t u l r4 <<?" _kf 2.57-ffoo 5/i E lams 1I4e.Lcwfloc �o, w*i /1t 1 �.a-' 44_ )co, 11 V}'?Q �c^S.�l.- L(�vl�E✓l_ L✓f;G ice,orcu l-.54 .S�G_'.rl -Coh�dreC(0✓ �Liut -01 � �Uolh . 1.�+- _ �p9f . INQa+ rno vS o4 -lAe 5o,, T r is ut,cd 54cJ f K r 1 1Cne- +Side o.7 "�� S !i•� of Q `Y.�C aM . lfltvc4ale [rw� �� Inc y�5 � �Jqt�^ -+1-v �GS1� I,Jtgr V w �Uo e o✓ I �SI)e to O.C.r,.r G� Ne�Son a 234- 48 77 . d Ala In , yn°i^ Cod akrdC;5 fyte'rn ve+v, I� ( 1j t n -tkG� urr.e0 rd rvlRing 4�c ti a» ��°wT 1y 41 c An tile. - //bo�wc;..-__ wu �"v rr s�fr.s //.��✓ �. c CIO Ea✓ - !,t21_�l_-.�a.�. }o; :a K. r g rS LG . - Or ✓�J rrrNa � _ - - 1 I �WOrAnm IuerD,Pwm),e tr' r KING CONSTRUCTION CO., INC. 1)1,iM e,h STREET EAST • SUMNER. WASHINGTON 98390 (206) 938 7819 (706) 967 0935 FAX (106)863.4"1 h February 15, 1994 City of Renton Public Works Department 200 Mill Avenue South ` 1G,59Q Renton, WA 98055 '� FCe �ENjDp1 Attention: John Hobson `i D 'A Glt fin .. ' RE: Renton CIID Sewer Replacement Dear John: At the pre-construction meeting, I asked if any one at the City knew who to contact regarding locating for the Boeing Water Main. Your staff was going to look into the matter for me. I checked with the One-Call system and Boeing is not included in their roster. Any help you can give me would be very much appreciated. Sincerely, ,I Brad Holt Short Pla{ (SNPL N RLQUL:s r 11 R PROJECT 0 Pr'I" I �n Plat (PPN 1 CAGN To Technical Semocs Date Jo�c 2y hi93 WON �L-' From Plan Rcvicw rojeet Manager t�7J i Project Name peG,-ra✓ /-160 ��ji,Et.'IZ_. (Nl a4vaen m.p -, Dcsci ipno-i of Project 1,64 -A✓5 S. 3aJS A_ ,a_at L . 5 Z^�fir` ✓�rfli IN' fl�i if�- 5 }-�5:. r M"L.iis 4,. .S. Cwrs! T• .Pa,.d'...ro �aas-�i-sly Circle Sire of Waterline: 8" 10" 12" Circle One New of Extension Cal de Sim of Sewcrlirte. 10" 12" Circle One New or E-tension Circle Sim of Stormline. 12" 15" 18" 24" C ae Oa: Ne v or Extension Address or Stan Names) /.Q. A. 5 (,w_a„„ 4. S y 5 +�-As7 p Dvlpr/Contnetor/Owner/Cnslr ./,} g.[ - F A�Nsi� , Chock each discipline involved in Project Ltr Drwg N of sheets per discipline J / 7 Trans-S•ortn (ROadway/DrLm[e) t•M us�*P^•a,euxodua,W,in,,,nr) — — (xluh TFSC.1r.u1 O Transportation � Ile Wastew ter L��-i(c�i✓ii r ;;�.n rn� _ _ /J sr.cr��_ {s.Ni,n s,w M,w)(xtuh i,.t�n wK) O Water (M.0 V.Iv nyh.x.) (1 C1 h cmgn.^•a nanaawt Q,i sh.a,j TS Use Only k)h) f' - ��- ,�f10 1IG-"__ i Approved by TSM Date r>,wm�.vvrovo sine�cmm� -_._ __— { i i �• +y �F j a ..' a w.. O�6�W201E01H KiNGCn11'15 KING CONSTRUCTION CO., INC. 15111% bah STREET EAST • SUMNER, WASHINGTON 98390 • (206)838d819 (206) $63-0935 FAX (20,)863 4668 ► � 91 'T`1 MARCH 03, 1994 CITY OF RENTON MAR 7 1994 r 200 M.LL AVE. S. RENTON, WA 98055 CITY OF RENTON Engineering Dept. PROJECT: RENTON CBD SEWER REPLACEMENT a ATTEN: JOHN HOBSON Thank you for responding quickly to our concerns regarding unsuitable native soils. at subgrade below the new sewer lines on Mogan Avenue. We agree with you and Steve that 2-4" spalls and or recycled concrete will provide the needed foundation support required for the sewer main. Currently we have been placing 2' to 3' average depth of spalls. You have requested pricing for this extra work. I would like to track this work for a short while to allow a more precise estimate of the scope that will be involved. I will try to get propcsed pricing to you by mid to late next week. Sincerely, 7F Btad Holt i i�•�n3wYkW�W�M✓iW.M.+`.✓M�..,usra.wvn i.. j i 5. v i s 1 I 3ra SANITARY SEWER ,.ax+ ANNUAL REPORT CHECKLIST g�4.. PROJECT NUMBER: �i- PROJECT NAME: 94114-r6t-1 CAbD �dGvaur_ COPY OF PRECON MINUTES: COPY OF PERMIT: - COST DATA INVENTORY: 4 -777 -s0>cj• !A BILL OF SALE: AS-BUILT DRAWINGS: i EASEMENTS: hi�A TV TEST REPORTS AND TAPES -YIN* PRESSURE TEST: H:DOCS:ss-Dv:JDH ps 1 + �A 4�+�T