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HomeMy WebLinkAboutWWP272988(3) r t ti�Y o� City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/02/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 ISUBJECT: Cadman Submittal I Number of pages including cover sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Cadman. The submittals meet the requirements for gravel borrow, 5/8" CSTC and 1-1/4" CSBC. The City takes no exception to the material submitted for 5/8"Pipe Zone Bedding. RENTON AHEAD OF THE CURVE � Washington State TI/ Department of Transportation Request for Approval of Material Contract FA Number iSR Dat C�TIr9A-L 13t(.S DIST f4!!1 L fZ C ! Section County k-I A/� 67 Contr ctor Subcontractor ! mi�w I l ,,,1 N//4- For assistance in completing, see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE Hdqtr.Appr'I Appel No. Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. 1' Iz0C K- C"fu a -)4 IZ�C-k-. A3-3 13 P�s3 cs7 c 017-0 3z l f/2 11 - -3 11 e-0law U - 2 2' 4 VV1 5 H--e-D zo A37- jg C, 2 -✓�-L 131�C1 L L Z �1 P ac*i V- 3t &L U Ao% "TILI I-( sa-�J Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cent.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'WSDOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 350-071 EF Revised 3/2002 MWashington State AP Departmentof Transportation Request for Approval of Material Contract I FA Number SR Date Section County L[� Co r ctor•• Subcontractor le For assistance in completing,see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE 111,t, Appr'I Apprrl File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. w C pa4 r �TPsI µ .Zak Cc�lss 3cv A-t Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'WSDOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 350-071 EF Revised 3/2002 c m � , Ln *3 cn p h O p u m Ln N 0- C CADMAN AGGREGATE TEST RESULTS w � GRAVEL BORROW D A-511 BLACK DIAMOND rn ca- v • N .r � tD tl (D J o p � ue � t a ccx x til .c Th (1 G DATE: .111512005 TIM_,. 1239 4" 0.00 0.0 160.0 100 SOURCE; A-511 BLACK DIAMOND 2" 0100 0.0 100.0 75-100 MINUS#4 SPLIT SAMPLED BY: 1191 11/4" 272.00 !.5 98.5 icc „xa amnn' 71?S FED 6Y: Mi t" 1498.40 8.0 92,0 "U �mv ' " •. a COMMENTS: 3I4" 2534,00 13-5 86.5 N10 0.0 0.0 160.0 1/2" 4789.00 25.7 74.3 #40 269.5 52.7 47.3 3/8" -1811.00 31.2 68.8 WE r#200 4513 88.6 11.4 1/4" 6356.00 14.1 65.9 51)9.4 #a 6719.00 36-1 63.9 SO 80 #10 261.6 57.8 42.2 _ 040 530.1 iO.0 20.0 0-30 �. SPLIT SAhiPLEDRY tiVT: 771 WE10200 712.9 95.2 4.8 0-7 Tm L 18636.00 S.E.= 68 SO min. N cn 1� w N I: w D p ram- V C t` sv CADMANCD 518"-TOP COURSE A455/A511 BLACK DIAMOND 114• 1:2" Slb' 1/4" a4 TIO :40 `Z00 C CD z ro.a i .a Q i kD Cr Z , c .a 400 phi 30.0 -00 10.0 0.0 100.0 10.0 1.0 0.1 GRAIN SIZE T U.S.SIEVS METRICSIEVE ACCU(It.VV-T ACCUM.% T COURSE SIZE SIZE mm) RET.WED PASSNG LSD T9-03.9f31 DATE SAMPLED: 3/9/2005 3/4" 16.0 0 100.0 100 TIME: 0900 1!2" 12.5 1021 92.4 80-100 SOURCE: A455IA511 BLACK DIAMOND 3/8" 9.5 3268 75.6 N SAMPLED BY: iVIJ 1/4" 6.3 5.697 57.5 TESTED BY: MJ 94 4.75 6810 49.2 46-66 COMMENTS: #10 2.00 181.8 27.3 #40 0.425 324.4 10.1 8-24 Product#2253 Crushed Surfacing Top Course iNTCT#200 0.075 374.9 4.0 0-10 spLrrpANwT.-.1 407.8 PAN 13415 ... l 40 MUN. SE = 5$ rsz � CO C"MA \ CD A511 BLACI o 1 1/4" BASE COURSE w_— lqp #200 1114, 1" S:�" 1/7" 3/8" 1/4" >4 Mo _ 100.0 i — 90.0 80) CD c� c s110 c F , Y I U Inn� - -• -- -- _ .._._ i 2 100-0 10.0 IA 0_, CRAFN SIZE 1 --- _ - L.S.SIVVE [METRIC S1E",F. ACC-J.\t..'.rf. ACCUNS.% SIZE SIZE awl tc'A:`lD v.45SNG DATE SAMPLED: 1/14/2005 1 1/4" 31.5 0 100.0 TIME: 1130 1" 25.0 204 98.4 SOURCE: A511 BLACK DWIOND 5/8 16.0 3132 75.4 SAMPLED BY: mi 1/2" 12.5 4812 62.1 N TESTED BY: MJ 3/8" 9.5 6446 49.3 ' COMMENTS: 1/4" 6.3 7854 38.2 #4 4.75 8467 33.4 #10 2.00 175.8 22.1 #40 0.425 353.9 10.6 Product# 2152 Crushes Surfacing Base Course WET#200 0.075 474.6 2.8 SPLIT FAIN N%'T.: 518.7 1 PAN 12712 � SE= -a sv CADMAN CD �►455/A511 BL.A.CK.DIANIOND r 5(8" Pipe Zone Bedding co VA' Itr 3f6" 114" 44 010 e40 Q010 C 100.0 w. ---- I 0CL I 1 m c cn 60.0 ( i ; a i i o M z _ .G V 40.0 o i 4.G 100.0 10.0 1.0 0.1 GRAM SIZE U.S.SIEVE \-IETRlC SIEVb ACCUNI.1YT. ACCUM.Ya TOP COC.TSE 5 rnrrl AFTAAED P.4S5[:4G vSDOT 9-03.9 3 DATE SAMPLED: 3/912005 3/4" 16.0 0 100.0 100 TIME: 0900 1/2" 12.5 1021 92.4 80-100 SOURCE: A455/A511 BLACK M&MOND 3/8" 9.5 3268 75.6 N SAMPLED BY: NIJ 1/4" 6.3 5697 57.5 W TESTED BY: MJ #4 _ 4.75 6810 49.2 46-66 COMMENTS: #l0 2.00 181.8 27.3 #40 0.425 324.4 10.1 8-24 PRODUCT#2254 Gravel B/F Pipe Zane Bed WET9200 0.075 374.9 4.0 0-10 SPLIT PAST WT.: 407.8 PAN 13415 40 MIN. SE = 58 � cr u May 11 05 07:38a C. A. Perdue 425-432-1936 p.6 00/.11)ZM M f;ll YAA 4'lMHUO UAMAY A. CUiI ui1 03/24/2005 14:33 2e62926783 PAGE 02 G � 1< D r �A+N�o�� CA.DMAN AGGREGATE TEST REPORT TIME: 1100 Screened Sand SNTLD BY: TESTED BY- $AMPLE DATE: 2/11I2005 SOURCE: A-511 MJ I W SIEVE 1 TNDIV.'PVT. ACCUM.WT. ACCUM.% ACCUM.% SPECIFICATIONS SIZE RETAINED RETAINED RBTAWED PASSING NONE 112" 0 0.0 100.0 318IT 5.9 0.9 99.1 1/4" 14A 2.2 97.8 44 21.1 3.3 96.7 #8 42.6 6.7 93.3 #10 48.2 7.6 92.4 #16 67.2 10.6 89.4 #20 82.3 13.0 81.0 #30 107.6 17.0 83.0 #40 146.3 23.1 76.9 #50 . 212-9 33.6 66.4 #60 248.6 39.3 60.7 #100 405.1 64.0 36.0 #140 473.4 74.8 25.2 #150 477.9 1 75.5 24.5 wet#200 529.0 83.6 16.4 PAN iaitiAl dry weight 632.4 S.E. CLaY SAND s E C01TTrNTS s t ti�Y o City of Renton + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/03/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 ISUBJECT: Hanson Pipe Submittal I Number of pages including cover sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Hanson Pipe. The City takes no exception to the material submitted for 54" Rubber Gasketed Manhole, 48" Type 2 Catch Basin, Type 1-L Catch Basin, Precast Inlet, Kor-N-Seal Connector, Manhole Steps, and Manhole Ladder. For the sanitary sewer manhole coating, Renton's specifications call for Wasser's MC-Aroshield. Please provide as corrected. This is the last submittal response I currently have, except for the traffic control plan which is being mailed. If you are missing a response for something I am supposed to have, let me know. RENTON AHEAD OF THE CURVE. From Americon, Inc. to 4254307241 at 6/2/2005 10:51 AM 002/002 FPOM FAX 1'-111 4254326699 May. 12 3705 08:42)nM Pi. � Washington State �!,/ Department of Transportation Request for Approval of Material Contra r � j`�� FAPatimber JSR Dale)' Section 'oUnty kv^l f (!7 Contrac or Subcontractor For assistance in completing,see Instructions and Exam fe RAM# Bid Material or Name and Location of Fabricator. Specitication APE ppr'I Apprrl File item No. manuteturer's Produarrype Manufacturer or Fit Number Reference Code Code No SttfitLCA-03') F310 � 1 ------- --- - -_ - .---------------- 1 - P t1 74 PL- -I- L 0) Project Engineer Date [State MaWals Engineer Crate Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: ACceptance bated upon'Satisfactory'Test Report for%amples or materials to be incorporated into project 2. Conditionally Approved; Submit Mfg.Cert,at Compliance for`Approval'prior to use of material. 3, Conditlonally Approved: Submit Catalog Cuts for'AppFnval'prior to use of material. 4. C4n0itionpl4V Approved. $ubmit Shop Drawingt fdr'ApprovW'prior to faiorication of material. & Conditionally Approved, Only'Apprmed for Shipment'or'4'VSDOT Inspected'material shah be used. 6. Conditionally Approved; Submit Materials Cartrucate of Origin,to Prrlect Engineer. T. Approval Pending; Request Transmitted to State Mmeriais Laboratory far Approval Action. & Source Approved. 5, Approval Withheld: Submit sample;for preliminary evaluation. 10. Approval VVrthheld; 11. Remarks: Project Engineer Distribution State Materials Engineer Distr"ibutioni [J Contractor Q Ca9fte4 File Q Region Operations Engineer ❑Fe jrioation Inspection ❑Region Materials Q Signing Inspection ©Slate Matetials Lab ❑Other ocr r"orn,sso-orgy rf RemseU 3J2002 FrUAyArt615iQP6WP IncQ, A. Perdueto 4254307241 at 6/2/2ZEOV2i1WS2 AM P.5 001/010 Ilnir J'Vlr r Irt 1 GA.4JJ41 I4 l41 ropy 1 i CVVJ l.JJ Jr. ui Precast Drainage Structures Plan' e.w Top Unit A A Grade.adjusbnent rin a available In 2.4'&6'- - concentric or eccQnb c cones or flat top optional. Flat top slabs corps v ith Zy openings offset to one side or c entered in slab. Reinforcing-Q.12 in?l hlyerfLF rn{n. 26" Section � A -" Sac lops are avviiabh,in heights of ' 1 -L '�� Steel RaWwced of y{ e Steps and laddens are OS14 k approved and installed as required. Concentrtc Cone Lilt hales are provide I for handling and must be grouWd from both inside and outside to wure a . A watertight stnrcture. ' Cboum}arentlel well r Won"is --- - 0-135(m2lU minim 31 A Base Unit 0 6� 4 eese unfta we avallat to In 7 to E '^ heights -- --- ---- �2 Separate base slab a eileble upon requeeL Typical Rubber Liflinghoops cast into base slab for Z.to 6— _ Gasket CDnnecticn handling. ` Rekvbcing is 0-19 10 LF minlmum. All unRs meet or exceid ASTM 04T8. Pipe Penetrat bas T i •�::•OJ 8n Cored holes or blo is available as i12 541 1j2» rEqulrad- $5" Meodmum rote oim is 42". Mirwrnum Manes be n holes is 8.- Section AA WeightS 54"x 2'Base 3 jM ft- Aditoml Footage 1.120 lbc.per R. 6a"Sections•t 120 lbs.per R. :.. sw x B"Flat Slab rop-2,340 ft-• 54'x S'Base S -2,120 Ihs- Note.• 54"x 2'Top Co 8 2 225 3bs. (1.Y Joints use a confined round rubt orgasket meeting ASTM C-d43. TME PAGE OATS ias =SitboadamVPW ket M hole ' 7 11-0'1-04 ■D>eH nsson EWSDOTi3a and eattle Type 201 rk*A$r'iiaiU�WP IncQ. A. Perdueto 4254307241 at 6/2/ 211N(52 AM p•6 002/010 11nnovii r I rL 1 CT.CDJ"1 14141 Ftdy 1 I cuuZ) 1.7J r, U[ Precast-Drainage Structures _ Tap Unit Frame and grate are ivail&c Optional 25"Dia separately or cast irn 12 6'or 8' ass Opening concrete slab. Flowi frame prates are also avail le, 20"x 24"Access Ope ung Rectangular risers h hts are s,.12' and 24". Gradeadjustmenl rin he;Q are 2% l 4"and 6'. Flat top slabs corm v 11h oporings Owl to one side to c nared to slab. FtWivrcing-0.12 W ayedLF . � mirrmum, - Precast Section Sections am available in holghts of 1'104•. Sped21 krot:imuts or tovte are 2",4",61,1 or 24" manutarxttred to order Steal roOarcad pcAyp gene Slew CircurMarerrial w211 rIB efOrCirPq i5 0.12 W&F minimum. AEI Joints Conform to Base Section ASTM C-443 Specifications 1'td4' Base sediorLg are 2v2 lab(&in t'a 5' 2'sumpstwWardin hington. g c a Ladders required. d_ Reinforcing Is o,:5 W minimum. A s 4 a 5' Note a . 07 � a• All Sections meat ore cAwd ASTM G 2'Sump ` - 2'Sump ;78. 6• 48" s• s" rtt48" �• Weights 58" sy 48'x 2'Base-3, 00 Ibs, 5'T 2 B se 51 oe-2 Base w/4-Wu Addit►onal Footage-9 bL per fL � _ Y 48'Secdons-92D S.per A. W 4-aV 12'K.O.'5 24'x 18" K.O.'s 48'x s'Flat Slab Top 1.900 Ibes. AU dlmenslont wlbi to OowaWe spealication tdww m� lie MTE ■d■ moo 48" Type 2 Catch Basin 32 11-01-04 Mo.� WSOOT Standard Plan We IndQ. A. Perdueto 4254307241 at 6/2/22EMK110352 AM p.7 003/010 If I11cJV1f1 f IFL 1 CA.CJJY/ 1Y IY! May 1 f CUVJ U VU r. UJ Forecast Drainage Structures _Type ? Top nit Frame and g e available Q D o separately or 'th Name cast into 6"cone slab_' Weight is 520 lb_ 4",6% 12"and 4"risers • � available. ' 4D' Reducing S lab 72'12 61f 6"reducing sla 3. Base sectl n Knockouts vid d for 15" c is are e 40" 36" pipe on the nawow side and 29" 18"pipe on the wide side. 32" yZ" All concrete is ,000 PSI min. Aft rebar meets ASTM A615. ° grade 60. Weight Is 2,48 tbs. 25' �" d -No k" All dimensions bled to slksweble specfiwtian ness- 7rL FAGE D E ■❑■ Type 16 Catch sin 25 11-01-04 mom 4M WSDOT Type l Fr9AyAihe?biQFdWp IncQ A. Perdueto 4254307241 at 6/2/ 211N(52 AM p.8 004/010 nmmoun rlrC rdR.LUvvlIV/Vr Pldy I 4UUD O.UU r. UV Frecast Q:rainage Structures Top Unit a O U Frame and Grate vailable. D p 4",6" and 12"Rise Available. Risers 4',6'.72"and 24' risers 4",8",12"or 24 available. Risers Base Section Four 18"knockout - one each side. Steel reinforced polypropylene The reinforced units are available 2 - 2'-10'. � 26' - Notes Q L.: All units are manu aclured to 26" the specifications of WSDOT Standard, plan B Lift Holes: For NancJling All concrete is 4,0 PSI min. p .p••. All rebar meets AS TM A615, grade 6Q. Weight is 1,033 lb . -No Scat AJI dimemlans suble A to allowable spacfcwtantol THE E IAGE GATE t34 La Precast Inlet(Type 6) 18 1141-04 Hanson son FrbbyAr'heQ6i&dUVa InclQ. A. Perdueto 4254307241 at 6/2/MM2110352 AM P,9 005/010 .inn uvn r .r� IdA.c oy r1yrvi may II CUU:) U:Ul F. US ;. KoR-N-SEAL FLEXIBLE PIPE-TO-fvIAPVN 1 E CONNECTOF SPECIFICATION SHEET Slointess Steel Stal leas Steel iCorhand Pi a Clamp i i 1 i • i . f Ralnfo�ced EPt] Nylon Wedge Rubber Co ineclor I KOR-N-SE L E-WrzDGE KOR19AND CONNECTOR ASSEMBLY F- 1 ` Install Kor-N-Seal I-Wedge Korband Install Kor-N-Seal I)(-Wedge Korband Install F ipe Clamp(s) .With Socket Wrench 3 Torque Limiter With Standard Torque Wrench With T-Mend a Torque Wrench NPC Inc- 250 Elm Street P.O.Box 301 Milford,N.H.03055,1/.5.A- Tel: (603)6T3 8680 (800)626-2180 /Q w Fax: (603)673-7271 Form SFAS 4195 FrUaykhc:08i@$cWo Inca, A. Perdueto 4254307241 at 6/2/ 2i103f52 AM PAID 006/010 �' 4kn114U1l r I rL I CA.L JJv! 1 4 J Y J 1'1dy 11 e-UU, U.U i r. uo KOR-N-SEAS..® I & SPECIFICATIONS ' - ' •PE�tfOAJUAN�� He ad Pressure f. C923-7.1 10 psi(23 ft)for 10 min. +10 Psi fat 10 min. Deheetion Test C923.7.2,2 71 in any direction Over 7°in Iny direCtion Load Test C923-7.2,3 150 1b3/in.pipe dia, Over 150 it i slin.pip etiia. Perforined on all sizes of Kor-N-Seal COnneclors w th no leakage occurring inilialry nor during the 24 hour lest period. RESILIEIir EPDM RUBBER Conficims to ASTM C923 Chemical ResisWnCe 0543.at 22°C f4m 48 h 1 N Sulfuric Acid ' No weight loss No weight It s 1•N Hydrochloric Acid No weight loss No weight lq 65 Tertslla Strength 0412 t 2D0 psi 1580 ps1 Ekmation at Break 350%min, spggb Hardness' 02240(share A di romeler) *5 hymthe manufacturers 43±5 specified hardness Accelerated Oven-aging D573 70 2 1°C[at 7 clays Decrease of 15•/.,max•at original 10.'% tensi decrease lancile strength.Decrease of 14.0% elan lion decrease 20%max.of elongation -Cbmprossion Set 0395.method B, t 70°C for Oecrease of25%,max-of original 13%dacre8 Z2 h deflection WaterAbsorptlon D471•Immerse 0.75 by 2-in.' Increase of 10%,maY.of original 8%increas specimen In oi$t[led by weight water at 70°C to 46 h C>zone'Resistance 01149 Rating 0 Rating 0 L_ow-lemperature 8 Attie Point D746 No fracture at-40°C No fracture H 40°C TdarAesJstance D624,method 13 20D IbI in, No tear at 2l IbIRn. IN7ERNAl,•.KORBAND Conforms to ASTM C923 and'ASTM A167 Korband Assembly wtfh toggre-type expander is manulac ured of 304 series non-magnetic stainless steel. Korband Assembly witty wedge-type expanderis manufactured of 304 series non ag ne-0c stainless steel. The Kor-N-Seal I wedge assembly is manulactu red from reinforced nyron: ETERNAL zRIPE CLAMP Conterftis•lo 07M C923 and ASTM A167 Extemal lake-up elarrtps are manufactured of 304 series on-magnetic stainless steel. The bait assembly is manulactured of 305 Serits non-magnetic stainless steel. NPC Inc. 25t1F1+n Street,P-0.Bar 301,Mil ,NH DZIM U.S.A. .Tel: `'(800)826-2180 (603)673-8680 Fax: (603)673 7271 N �-"-, ;. . PEA FrkbyAihd�6i@bWp IncQ. A. Perdueto 4254307241 at 6/2/M062310352 AM P.11 007/010 11/111JU11 r Ill 1 dA, CJQ4/ 14 14 1 Pldy 11 LUUJ U.UL tRODUCT C,7U DE RODUCT: MC-Con ealTM HGH TECH COATINGS _ USDA/FDA Approval Single.component, moisture-cure,hig solids ' - Solids by Volume: 61.0 t 2.0% urethane • Weight per Gallon: 3.3 t 0.2 lbsfgal • Chemical and sulfide resistant concret coating . Viscosity 0 75' F: t60Klf • Cold, damp application tolerant coatis • Volatile Organic Content (VOC): Less I ian 2.8 lb/gal • High solids, VOC compllant coating (340 gA) • Pigment Type: Clear or Off White • Flash Point Above 103' F • Theoretical Coverage: 978 sq ft per ga Ion at 1 mil • .Sealer for interior of new concretes r pipe, DFT rriamways or vaults • Recommended Dry Film Thickness: 1.5- 2.5 mils • Chemical and sulfide resistant protecti a coating DFT(2.5 -4.0 mils wet)per coat. Avoi excessive for concrete films. Dry films over 3 mils OFT per co it may show • Mixed with.aggregate as sealer for stri ss cracks bubbling. Use 2 coats • ComOWei with PUROWW"Accelerat r System • Temperature Resistance (Dry): 275' F continuous 300' F intermittent Chemical Resistance: See 'WasserC mica[Aesis- tance Chart" • Curing Time 0 75' R Touch-30 min Handle - 12 • Single'camponent-no catalyst mixing errors hr; Recoai-4 hrs; Stack- 24hrs Can be applied in cold, damp conditio s-at • Recoatability: After 72 hours,abrade s irface humidbe:sao 99% •'Can be applied at low temperatures -t below • Color: Clear, white freezing: Avoid frozen surfaces (no,im ortrost) • Finish: Gloss • Typical urethane abrasion resistance g nd all-around - Shelf Life: 12 months from:date of shi meat in performance in Harsh environments unopened original container • VO.0 compliant •:Superior adhesion to concrete • Excellent resistance tb hydrogen sulfi a fumes typically found in sewers and manwa • Meets U-nited States Department of riculture requirements for incidental food cant ct • Compliesmith FDA 21 CFR 175.300E r direct contact: contact: 8041 Swith 226th Street, Washington 9BD32 U.S.A.-(253)e50-2967*.Fax(253)850-3098 100 MG-CS httpj w m.w=sercoa0gs.com FrbiMyAfficQ6i&F iEP Inch, A, Perdueto 4254307241 at 6/2/2Zf9V2116352 AM p,12 008/010 nni—. rlrL rdX;LJd4ti4/9/ may 11 M5 8:©b P. 08 �t�Rl9f[��[�1 C1■ This product is primarily recommended for oating Consult"Wasser Application Guides"or a Tel hnical intencii ewer and marway concrete surface . Sweep Representative for specific system recamme dabons. blast, oriull hhst to remove all laitance, dirt organic Consult "Wasser Application Instructions"• coating's or unsound concrete. S re inti Co ci S5 -P 1 -Go Pairtt- ing practices". Consult Wasser's"Application Instructions r Paint- ing Concrete"when applying on concrete. Product will yellow on UV exposure. Additior ally interior applications with high intensity UV lighting (metal halide) may cause slight yellowing. P dorm a test patch or consult a Wasser Technical Re resenta- tive if color is an issue. Thin only with Wasser MC-Thinner or MC- inner 10iJ. Use MC-Thinner 100 in brush and roll applic itions. improper thinners will cause gelation or imp per. cure! If VOC regltlations restrict thinning,u Wasser MC-Thinner XMT. On not apply to wet surfaces or ace. Excessive film will require longer cure times and may cause poor adhesion, blistering, pinholing, E olvent entrapment and may require remedy, Consi tt Wasser Technical Representative for more informati n or it films exceed 100% of upper recommended ry Flm Thickness. WASS E RFIiGH-TEGN COATINGS warrartts Its products he free from defects in materials..Wasser Hlgh-Tech Coatings' sole obligaiii rI and Buyer's exciushn remwinxonnection with the products shalt be 6rnited, Wasser Nto- Teal coating's opt;on;to:ehhor replacereCnt of products not con OWN to this war'raartyorneditloeuyees account in the invoiced ancountofthe ontenforming products, ArryclalMunder this Warranty mustbe male by8uyu Wasser High• recti coa:ti4a in writini within five(5)days of Buyer's 6scave of the ttalmed defect,but in no event titer than ilia expiration of the appric'dble 1f fife.of six months from the deilvary date,whichever is earlier_Buyer's failure Wa nobty sser Htgh.Tech ceaSts,ot Sikh nm►corfamw"as required herein sM bar Bvirertrom recdVery-under this-Warranty Wasser 1`10-TaichUalin.gs makzs no ci wrartanhiesconcemin1pucis products.No Wzr wdridnties,,whetrxr empress, 'unprxd, or sta cry,sucwarranties of merehambimy or fitness fat a partiodJ2r purpose•shall apply, no event sNU riaw KiprrTtO Coatings bi Itabletor corsgueniial ar insidedamages. Any rocvmmendat fln or suggestion►grating to the use of the made W a Wzmr M0-T=h Coabriga,whether in is tedxriul lurature,a in response to spodfic inquiry,Dr otherwise,is Used an dada believed to tie relic e;however,the products and irdorotadon are intended to,use byia"rc haviro aisle Sall am This product is for industrial use only knak-linewinthi inellusby,aadthenlon 4 15 hr BLMrMsdsfYttsd of the suitability oftha prod uets lot As,awnparUcuW use and R shall bederRnad smri stari WARNING: Vaporandspray mist are ha ful. so,at r�sod discretionand rtak. Variaticn in errvirwrntr+t,Chang in procadures Consult the Material Safety Data Sheet. Use an ap- of im,oretiaaollatidn of data may cam unsatisfactory MutCc. proved respirator when applying this prod t Consult ® WmsersliabilityonarytWmof any b ,mduding the MSDS sheet for recommendations. Pr tact skin ddrns bap upon"►Mel'smgb°ericaofstridllabOayforarry loss Ordarilag` and cps from contact, This product conta ns organic arisina out of,cory acted with,or rssrdting[ram the use of N prat cts,shad in M nseexcud the purthase price altowabietothe products wpart th mot wMaove solvents and polyisacyanates. Do not use ii you have a rtn 10V peimL In no event sMI Wasser be haala for cunsegae Of*idenW chronic or allergic real;bon to isocyanates r organic damage9.NVshad product oa3a Sheets vesu*cttochange vM outnptice. 50 en15. CgntactycLrwasser;Aepreseiv tRtiforcurrentProductMMS i ot91 MG CS .. Fr&�nykhdQbi@$ lip IncC. A, Perdueto 4254307241 at 6/2/ 23103E52 AM p,13 009/010 ... .vv.. i . a. ia .C3JJ4 l iv ry r IRdy II lUU3 8:UG Y. u`J 3Qtnm • 1I�6� 238ifYA A ISM . = Copolymer . . o.lypropy-one Plastic f W W .GRADE 30 STE ED,FILINFO RCEMENT .�;►o �� 0 SECTS ONA ` ddR . p a' P• : ,q MEETS: ASTNt."76 ASTM-D-d101 re'a''Poaj ' e = • V J •:,_: �;�,.11l:s':= A,STM-A-615 AASNTO-M-199 _ _ IW : A . I NDUSTB i ES ., INC . �879 P6 Brni 2s22.903 nm&W d or. poadt"City,CAA 80M•Ptmw(M),W.M•ul ft Sates Far:(M U7-1,W• Fgk(•no)631 Fr@%uyArhdQ&iQibWp IncQ, A. Perdueto 4254307241 at 6/2/MG62110352 AM p.14 010/010 nn svn i or.e.JuvI IY/vr NdY I I lUU:) a:Uzi I'. I ' Poi . r-o ler�e- Hanging�� adder , Created exdusiveMy for LANE Poly steps " 11 Conforms to: a/Q I► Polypropylene ASTM D- 101 . / 1/2 Gracie 60 Reinforcing Bar A-615 n - 9/161 Cold Drawn Bar, 1018 o i - a it • e !1 Rail 9/16" Round Bar it O •43 1 f 2" Grada 60 f 11 Paten Pending .�rIONAL ; Cd T�'t4 A(ON PO,'.dcx 925 • 18087 S.W.Lower Sooner,Ferry Road• Tualatin;OR • 97062• fiho I.G0:31684•o07r p (Sod) 684.00713 ti�Y o� City of Renton PLANNING/BUILDING/♦ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/06/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 ISUBJECT. Cadman Submittal I Number of pages including cover sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Cadman. The City takes no exception to the material submitted for CDF, 3000 PSI 1/4"WR 4, and WSDOT CL 3000 Air. RENTON '.HEAD OF THE CURVE From Amgricon, Inc. to 4254307241 at 6/6/2005 11:53 AM 001/002 23020 SE 272nd Street Maple Valley WA 98038 Email: essoushek@earthlink.net Phone: (425) 432-2444 Fax: (425) 432-6698 Me s sage : Following are the RAMS, specs & mix designs for the referenced bid items. Ena DeMarais-Soushek This fax consists of 9 pages Finance & Aministration including cover sheet From: Americon, Inc. To: City of Renton Ena Soushek Mike Benoit Date: 6/6/2005 Page(s): 2 From Americon, Inc. to 4254307241 at 6/6/2005 11:53 AM 002/002 FP(-Jtl FAX 110 ' 4254326698 May. 12 20V15 08:46ntl P3 D Cr - Washington State Request for Approval of Material TWO Department of Transportation .............. SR Lett e- ---------------- Contract ��A Number1Section : (3 County Contr or -------TSubcontractor pct .................................. For,issistance in completing,see Insfructions and ExaT RAM#ple PE Hdqtr, 871T- Material or Name and Location of Fabdcatar. Spedfication Apprl Apprl File Item No. Manufacturer's Praduct/Type Manufacturer or Pit Number Reference Code Code No, ................. -14 .... ............................... —------—----- ............................................ ................................. - - ---------------------------------------------------- 'Project Engineer Dote !State Material.$Engineer Dat%_ Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved, AcceptanrA based upon'Sati5facltory'Test report for samples of mat-arlals to be incorporated into project 2, Conditionally Approved, Submit Mfg.Cert.of Compliance for Approval'prior to use of material- ;, Approved: Submit Catalog Ctits for Approval'prior to use c-f rnstotial- 4 Conditionilly Approvekl: Submit Shop Drawings for'Apprixval'prsor to fabrimlion of maft4hal, 5. Conditionally Approved; QrjlyA�pprovej for Shipment'or'VVS0aT InGpeCtod'Material U.UIJed 0- Conditionally Approved- Submit Materials Certitioate of Origin to Protect Engineer, T Approval Pending; Request Transmitted to State-Materials Laboratory for Approval Action. 8. Souroe Approved' 9, 4,pproval Withheld,, Submit sampies for preliminary evaluation, 10. AplYoval Vftheld; 11, Remarks: —---------- ...... Project Engineer Distribution State Materials Engineer Distribution Contractor [J(>eneral File Region Operations Eqinoer 0 Fabrication Inspection [3 Region Materials Q S,Qnirig inspection Q$We Materials Lab 0 Other DOT Form 350-071 EF PA,Assd From ,QU? r� pkONn�,03 FAX 4��8�. OVURRN INC, at 6/6/2005 11 :54 AM �0Oj/loo�01/007 i MM HEIUELAEACi!TalilJT,r<.;u/` Cadman, Inc. suite too We"18rVi rkvenas NE PO$aK J7038 June 6, 2005 Redrond,JVA98073-9738 425.867.1234 na 425.851 AW6 Americu11, Inc. vwwraiman.corn Attn: Chris Predu 23020 SE 272"' Maple Valley, WA 98038 Project: Central Business District -Renton Dear Chris, Cadman, Inc. proposes to deliver the following;concrete mix designs for the above referenced project: Mix Desicn Description Use, 110022 Pro Flow 4"Pump 24HR Trench Bac:kfill 461081 3000 PSI 3/A"WR 4" Thrust 131ock 100741 WSDOT CL 3000 Air Sidewalk&Curb Upon approval, kindly return a copy of the approved submittal to Cadman.Also, approval of this submittal carries with it approval for timely copies of all concrete test reports be forwarded to Cadman. Early notification of the testing laboratory responsible for this project to include Cadman on its report distribution mailing list is appreciated. Cadman continually monitors the status of each project, sometimes providing that data for future projects. MSDS' and other technical data are available upon request. For any additional questions regarding this submittal or project, please contact_ John Walker Prepared 13y: Sales 'Rcprescntativc. Cadman,Inc. (42ti) 766-3545 V"' Lenka Lockwood Technical Services From Mq/rIgpiffini,03 F � M8flPff � �ti INC, at 6/6/2005 11 :54 AM Z003�100902/007 JLine 6, 2005 American,Inc. Central Business District-Renton Page 2 of 5 Mix Design- 110022 Description: Pro Flow 4" Pump 24HR Piant(s): Issaquah (51) All Plants (see footnote)* Specified Use: Trench Backfill S.S.D.Weights per Cubic Yard Portland Cement, Type 1/11 50 Ib Fly Ash, Type F 2 350 lb Fine Aggregate, Concrete Sand 3 14.90 cu. V Foaming Agent° As req. oz Waters 325 lb Pro Flow achieves less than 500 PSI and is not suitable for compressive strength testing. Conforms to ASTM C-150 z ISG Resources r'WSDOT Approved Pit 4 Rheocell 30—Added at job site before delivery, s Potable, Well, andior Recycled Multiply by the unit weight on the last page to determine the actual batch weight a technical service by Cadman,Inc. From W1� qp JONn�,p3 FAQ 4 �8 ` � ti I1�C, at 6/6/2005 11 :54 AM ��� �/00903/007 June 6, 2005 Americon, Inc, Central Business District- Renton Page 3 of 5 Mix Design; 461081 Description: 3000 PSI s/4"WR 4" Plant(s): Issaquah (51) All Plants (see footnote)* Specified Use: Thrust Block S.S.D. Weights per Cubic Yard Portland Cement. Type I/fl ' 370 lb Fly Ash, Type F 2 60 lb Coarse Aggregate, '/s" Top Size 3 8,66 cu. ft.* Coarse Aggregate, %"Top Size° 2.32 cu. ft." Fine Aggregate, Concrete Sand S 8.66 cu. V Water Reducer, Type A 6 As req_ oz Water 7 265 lb Slump 4"± 1" Conforms to ASTM C-150 ISG Resources 3 WSDGT Approved Pit °WSDOT Approved Pit s WSDOT Approved Pit Pczzolith 80, Master Builders, Inc- 7 Potable,Well, and/or Recycled Multiply by the unit weight on the last page to determine the actual batch weight a technical service by Cadman, Inc. From 04 FAX 41%RPRTAR I1C, at 6/6/2005 11 :54 AM (�O0 rlO��o4/007 June 6, 2005 Arnericon, Inc. Central Business District- Renton Page 4 of 5 Mix Design: 1 D0741 Description: WSDOT CL 3000 Air Plant(s): Issaquah (51) All Plants (see footnote)* Specified Use: Sidewalk& Curb S.&D. Weights per Cubic Yard Portland Cement, Type l/II ' 480 lb Fly Ash, Type F 2 35 Ib Coarse Aggregate, 3/a' Top Size 3 6.22 cu. ft.* Coarse Aggregate, %"Top Size ° 4.39 cu, fit_" Fine Aggregate, Concrete Sand 5 7.68 cu_ ft.* Water Reducer, Type A As req. oz Air Entrainer 7 As req, oz Water 8 258 lb Slump 4" * 1" Entrained Air 6% ± 1.5% Conforms to ASTM C-150 1$G Resources 3 WSDOT Approved Pit °WSD©T Approved Pit 5 VVSDOT Approved Pit G Pozzolith 80, Master Builders, Inc. 7 MBAE 90, Master Builders, Inc. s Potable,Well, and/or Recycled *Multiply by the unit weight on the last page to determine the actual batch weight a technical service by Cadman,Inc- From Mq r OP BPI,.04 FAX 4MRION`ARRN, INC, at 6/6/2005 11 :54 AM &06100905/007 June 6, 2005 American, Inc. Central Business District- Renton Page 5of5 AGGREGATE UNIT WEIGHTS BY PLANT-- POUNDS. PER CUBIC FOOT Sky River (30) Redmond (50) Seattle (54) 1 '/2" 170,35 1 '/z" 169.10 1 '/z" 169.10 3/a" 170.35 3A 168.40 3/a" 167.86 '/2" 170.35 '/2" 169.10 z" 169.10 318" 169.73 318" 168,48 3/8" 167.86 B.S. 164_12 B.S. 164.11 B,S. 170.35 P.B. 164,12 P.S. 163.49 P.S. 163.49 Mill Creek (31) Issaquah (51) Black Diamond (40) 1 '/2' 170,35 1 '/" 169.10 1 '/z" 169.10 3/a" 170,35 %11 169.10 %11 169.10 ''2" 170.35 '/2" 169.10 Y21, 169.10 3/8" 169.73 3/8" 168.48 3/8" 168.48 B.S. 164.12 B.S. 163.49 B.S. 163.49 P.S. 164.12 P.S. 163.49 P.S. 163.49 Bellevue (53) 1 '/1' 169.10 %" 167.86 'f" 169.10 318" 167.86 B.S. 170.35 P.S. 163_49 *Multiply the volume of the specified material on the previous page by the unit weight of that material for the plant of delivery in order to determine the total weight for that material at that plant. a technical service by Cadman,Inc. 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Yt U,s V V OOGOGO nt'J<'l.,V V q V G O O O GG CG G C,i,eJ�J'C•*mmG ir) C-.rG Ci 1,:,a, OOCD GO.• Gv G iJ Cs:•,a,• U V -,0000 0C.0000 U - [i t) N•i.1 M Q r• }+I.0 0 0 G 1-A r C,t,J:U J_,O O G G G G.-i 0 i I C,1',J•,U V C VQ ,r U;... . .. •• • .. N »,w)n m m m M to M(•'t fn nl C,n+r)m M m m M en m m(:I m.1•l In n] wm n. J, •,G M LI II /I >. JJ (7 m m m M M,,n,✓•,•:rl lry m In m m m m r,'n[; :,:) .. •�•Y W•Y;r•-Y Y�J'Y 4 4' J+L V i•,(� D<+ < r c+0 0 0 0 0 0 0(]i i t t',/.,t,r-,U O O t^CJ tj G•✓• O G G n c s J n. (1 9•o�! P.!A L)try y3•K (l+ IC j)!1.�d LJ k i+ .I�I.I O'•71 Ill U.P..yl JJ{J 1) .�. 7•>I O•(T I /• Y1 - rA Vi `•i tU !d�)NI 41 y ilt •j 4: �t -1 q 7 alU 01) () U w W Q• N d I>' {.�uJw�i CJ iJ C);{.'♦'. n(C',,C4 :t a,tI CO a •' rn� illy sol+,Mln.♦w_I.i`rrlr- )- arn md.,.--J• IN..q rlcnNm,lRlNC4 Ci 1ti A,.�\.<!•{A 4 t:f M 1.a N .a(V•+•-,.1�I .'I N.i tV.1•-I.r Iv IN IV__�+•-+N•-1 N N W rt Ca.dmar., Inc. 6/6/2005 Page; l 0 Data on Mix 1C0741 Product Code Statistics Age (days) 7 14 28 56 No.Specs:24 3 40 i Max,Str :4300 3550 5660 4620 Mln.Str :2390 3000 3380 4620 ' Avg.Str :3279 3367 4470 4620 SD Str .528 318 676 0 � Density :O. O 0.3 0. 0 0.0 Las:. 275 records, Individual Sant-iles Date Ticket Sample plait ,Ages, Strengths, Densities � 13Jan.04 3000 4359857 51. 7 3770 , 28 4820 , 28 4860 16JanO4 300C 436648 7 3340 , 28 420C 28 4100 16Jan04 30LIO 436643 51 7 2960 , 28 3820 28 3900 19JanC4 3000 43233B 51 7 3600 28 4260 28 4220 , 19Jan04 3000 43701G 51 7 .32201 28 4220 28 4390 � 19Jan04 3000 437077 51 7 239.0 , 28 3380 28 3460 21sdn04 3000 437526 51 7 4260 , 2B 5370 28 5330 '' 21Jan04 3000 4376.86 7 4300 28 5290 28 5410 22JanO4 3000 4380B5 51 7 41,00 , 28 5660 , 28 5500 27,7aaiO4 3000 438986 51 7 3660 28 5130 , 28 5170 , 3-'eb04 3000 439939 51 7 3910 28 5140 , 28 5260 , 12tebO4 3000 442082 7 2670 , i3FebO4 3000 442412 51 ; 3020 , 16Feb04 3000 442582 51 7 3340 28 4360 , 28 4530 18Feb04 3000 443056 51 7 2990 26 4820 , 28 4940 , 19Feb04 3000 443291 51 7 314-0 28 SG50 f 28 4890 9Sep04 3000 488561 50 7 2680 28 3960 , 28 3820 , rn 60ct04 3000 496599 51 7 3070 28 3670 28 3870 120ctO4 3000 4983.70 51 7 3110 28 4220 28 3560 56 4620 O 210ct04 3000 500825 50 7 3560 , 28 4780 , 28 4840 , Lnn 29oct04 3000 503270 51 7 2570 , 14 3000 , 28 3410 , 28 3450 F, 4Nav04 3000 501624 50 7 2940 414vvO4 3000 504624 50 7 2940 , 14 3550 , 28 3780 , 28 3940 , cn 4Nov04 3000 509624 54 7 2940 14 .3.550 END OF REPORT 0 cn Q 0 0 0 Imericong Preconstruction Submittal o F 6� City of Renton Central Business District Utility Replacement Project Projects: SWP-27-2988, WTR-27-2988 & WWP-27-2988 C e� a� U a� c� Prepared by: Ena DeMarais-Soushek Americon,Inc. ♦ 23020 SE 272°d Street Maple Valley, WA 98038 Phone: (425)432-2444 Fax: (425)432-6698 Email: essoushek a,.earthlink.net v W 23020 SE 272"`' Street, Maple Valley,WA 98038 Phone: (425) 432-2444 ♦ Fax: (425) 432-6698 Imericon, Preconstruction 3 Submittal 0 City of Renton Central Business District Utility Replacement Project a Projects: SWP-27-2988, WTR-27-2988 & WWP-27-2988 bA PIC C c� a� V a� Prepared by: Ena DeMarais-Sollshek Americon,Inc. ♦ 23020 SE 272°d Street Maple Valley,WA 98038 Phone: (425)432-2444 Fax: (425)432-6698 Email: essou sheWr,.c_arthlink.net C� w 23020 SE 272°d Street, Maple Valley,WA 98038 Phone: (425)432-2444 ♦ Fax: (425)432-6698 Preconstruction Submittal TABLE OF CONTENTS Section I - Contractor Information • Emergency Contact List • Articles of Incorporation&Corporate Resolutions • Contractor's License • City of Renton Business License Section II - Proposed Project Schedule Section III - Erosion & Sedimentation Control Section IV - Preliminary Subcontractor Requests for Approval Section V - Preliminary Requests for Approval of Materials Section VI - Traffic Control City of Renton Cental Business District Utility Replacement Project Project(s): SWP-27-2988,WTR-27-2988,WWP-27-2988 Preconstruction Submittal Section I Contractor Information • Emergency Contact List • Articles of Incorporation & Corporate Resolutions • Contractor's License • City of Renton Business License 9A I D �-t", C,° v F City of Renton Cental Business District Utility Replacement Project Project(s): SWP-27-2988,WTR-27-2988,WWP-27-2988 Preconstruction Submittal Section II Proposed Project Schedule City of Renton Cental Business District Utility Replacement Project Project(s): SWP-27-2988,WTR-27-2988,WWP-27-2988 CBD Utility Replacement Project o] m w m m � � rn rn m a m m w m � _ 72 N N y3 N !� A m m O W N N W V m N O ro N W ` ` W V m m N 4 A 9 O N U ' V m ' N N N U N N W ti . V m m W A N O� V A N O] V O A t0 O A O� tp N W A O� [p O Activity M T W Th F T W Th F M T W Th F M T W Th F M T W Th F M T W Th F W Th F M T W Th F MT W Th F M T W Th F M ?T W Th F M T IW Th F M 7 W Th F M T W Th F T W Th F WELLS STREET Mobilization Wells Street survey&layout Pothole Telecom(B-16)3-ea _ Pothole Ex Storm 16+21 B19 ( ) Pothole Unknown Util(1318) Install TESC @ Wells Pavement Sawcuttin SSMH &Xing @ 2nd&Wells Install 8 C900 Wells to 20+93 »:<: Ins I @ <.... Install Side Sewers @ Wells Storm Drainage 's I Water Main&Hydrants WM Xin 9@ 2nd Water Main Testing&Purification _ Connection @ 3rd Connections @ 2nd Water Services Trench Patching Curb&Sidewalk Patching i :»:::>::>::>::::>::>]::>::>:<:::>:<::I C g € € . Y... ... <... Asphalt Pavement Grind&Overlay Williams Street Survey urve &La yout out Install TESC ...... Pavement Sawcutting iiii]iiii:4i.,i,:ii::::::::::SSMH &Xing 2nd&Williams Install 8"C900 @ Williams Install Sid Sewers @ e Williams > ::::::>< Storm Drainage � � _ illiams ' Water Main 2nd&W . . . . Water Main Testing&Purification 's _ _ Zxx Connection @ 2nd Trench Patching Curb&Sidewalk Patching — ---- —--—Asphalt Pavement Grind&Overlay €:>::::X:::::: i Strapping&Channehzation f . . . Cleanup&Punchlist Printed 5/12/2005 Preconstruction Submittal Section IV Preliminary Subcontractor Requests for Approval City of Renton Cental Business District Utility Replacement Project Project(s): SWP-27-2988,WTR-27-2988,WWP-27-2988 MAWashingtonState Renuest to Sublet Work Department of Transportation `7 ❑Subcontractor ❑Lower Tier Subcontractor ❑DBE Prime Contractor Federal Employer I.D. Number* State Contract Number wc' ! -1 0/ al 13 Job Description(Title) ber u rcL- T� zt L,aC �1�-�',f�JReque Approvai is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Federal Employer I.D. Number f-�PP - - L' Address Telephone Number lD fL�tiIT L T� �Olf?rt C Z 5 S 0 3 5- City �G State� Zip Code I t� Estimated Starting Date If Lower Tier Subcontractor, ID of Co responding Subcontractor v v � (�IA�S `1 * If no Federal Employer I.D.Number, Use Owner's Social Security Number Item No. Partial Item Description Amount 1 understand and will insure that the sul icontractor will P�c Dnt for ignature Date - comply fully with the plans and specific lions under v/�/►�`,/,� which this work is being performed. Department of Transportation Use Only Percent of Total Contract DBE Status Verification This Request _ L % Previous Requests __-__ % Sublet to Date _ % Project Engineer Date Approved-Region Construction Engineer Date ❑ Approved (When Required) DOT Form 421-012 EF Distribution: White(Original)-Region Canary(Copy)-Project Engineer Pink(Copy)-Contractor Revised 7/02 omWashington State Request to Sublet Work Department of Transportation ❑Subcontractor ❑Lower Tier Subcontractor ❑DBE Prime Contractor Federal Employer I.D. Number* State Contract Number A�A ITr Q-0V. , ln1 C a-i t 3 Job Description(Title) Reques�"ber Ci;-t�iT -�LSII•���ts-� �.{Tt�tTf �t���Lt�.-lt-�lT a , Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Federal Employer I.D. Number* Address Telephone Number V--�O' b :t)w _1-)G14-)9l I City State Zip Code Estimated Starting Date MoKP-cc vvr� �sa�a If Lower Tier Subcontractor, ID of Corresponding Subcontractor • If no Federal Employer I.D.Number, Use Owner's Social Security Number Item No. Partial Item Description Amount 3 5UieVIGN tK C-1 k &IT P1174Lk N C-C t l I qq0 I L—[S (GC Y� I go-3 �u�V"I I �7110(Y---i. NIL C-1 I understand and will insure that the subcontractor will Prime Contractor Signature Date comply fully with the plans and specifications under which this work is being performed. �tjV. - VOW& Department of Transportation Use Only Percent of Total Contract DBE Status Verification This Request% Previous Requests % Sublet to Date �� r Project Engineer Date Approved-Region Construction Engineer Date Approved (When Required) DOT Form 421-012 EF Distribution: White(Original)-Region Canary(Copy)-Project Engineer Pink(Copy)-Contractor Revised 7IO2 Washington State Request for Approval of Material Department of Transportation q pp Contract/",--� c.�.p�, �S .� FA Number 'SR 'Date Section T( County c"•J Contrac or Subcontractor t�1 OILI / ��C' R 1A For assistance in completing, see Instructions and Example RAM# Bid I Material or Name and Location of Fabricator, Specification PE Hdqt.Appr'I Apprrl File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. H-(A�J!5�)o Pi tom_ Aid *sql` i-! ID E7 If3 t) TyPIEF -I- Z C� - Project Engineer Date State Materials Engineer Date Approval Action Codes for use b Project Engineer and State Materials Laboratory Y 1 g 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'WSDOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 350-071 EF Revised 3/2002 Preconstruction Submittal Section VI Traffic Control City of Renton Cental Business District Utility Replacement Project Project(s): SWP-27-2988,WTR-27-2988,WWP-27-2988