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Home My WebLink AboutSWP272172(1) (2) ❑ No Exceptions Noted O Revise and Rpsu[;(Mt p See Remarks 0 Make Corrections, Noted LETTER OF TRANSMITT'Mrections or comments made on the shop drawin!,s during this revievv do not felie.ve Date: October 7, 1996 contractor from compliance with rc::_�uuemes1ts of the drawings and sctecificatians. Ttr �}x• �; cln!y M, , ;.�r for review of gencral conformafrcc, wir i t'.•.. concept of the project and 9L:;era! co° ;; ::: *�' t,1 To: Mike Skagen the information given it fire r_.>ntract {rticairta' t` D.A. Zuluaga Construction, Inc The contractor is tar: 652 SW 143rd correlating all civantities and „inner.; r,rs; soli c> r'g Seattle, WA 98166 fabrication processes and techr:,gses nt construction; coordinating his walk with that of �;0 other trades; and performing his 4vori, in a sa:e and From: Scott Woodbury, P.E., Project Manager satisfactory manner. City of Renton Surface Water Utility CITY of RENTON 200 Mill Avenue South, 4th Floor Renton, WA 98055 Date 14 1h SY SUBJECT: TOBIN/LAKE STORM IMPROVEMENT CONTRACT CAG-96-099 SUBMITTALS AS NOTED BELOW COPIES TRACKING DESCRIPTION DRAWING ACTION SUBMITTAL NO. NO. RECEIVED 2 110 Foundation Material - NEN 10/3/96 2 111 Bank Run Gravel - NEN 10/3/96 2 112 CDF Concrete Mix - NEN(1) 10/3/96 2 123/124 Concrete Mix for Curb/Gutter and - NEN 10/3/96 Sidewalk Explanation of Action: NEN(#) No Exceptions Noted (See Remarks Below) MCN(#) Make Corrections Noted (See Remarks Below) RAR(#) Revise and Resubmit (See Remarks Below) R(#) Rejected (See Remarks Below) Remarks: 1 . There is no stated requirement as to what class of CDF is to be used. The contractor shall propose a mix class at least 24 hours prior to ordering with consideration given to anticipated weather and ground conditions. U:65250:SUBREPLY:96-010:SW attachments cc: Steve Pinkham c �J= STONEWAY C O N C R E T E Project: Tobin Street/Lake Ave Storm System Improvement. Contractor: D.A. Zuluaga Construction. Monday, September 23, 1996 Gentlemen: In accordance with your request, we are submitting the following mix design(s) for the above project Mix#355 - 100 PSI Control Density Fill Class A Mix#570 - 300 PSI Control Density Fill Class B Mix#563 - 300 PSI Control Density Fill Class C Mix#5809 - 3000 PSI Concrete for Curb, Gutter, and Sidewalk A � ASTM C-94-94a, Section 14.4, the Standard Specification for Ready Mixed Concrete states, "When the strength of concrete is used as a basis for acceptance the manufacturer shall be entitled to copies of all test reports." In accordance with this specification, approval of these mix designs carries with it Stoneway Concrete's inclusion on the distribution list for all concrete test reports. Please contact me if additional information is required. Sincerely, STONEWA j ONCRETE Michael Gardner Quality Control Manager S E A T T L E R E N T O N T U K W I L A ACCOUNTING.9125 10TH AVENUE SOUTH SEATTLE,WA 98108 - (206)762-25M FAX 763-4178 SALES: 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226-1000 FAX 228-4924 S T O N E W A Y C O N C R E T E CONCRETE MIX DESIGN MIX ID 355 [ ] 100 PSI 09/23/96 CONTRACTOR D.A. Zuluaga Construction Inc. PROJECT Tobin Street/ Lake Avenue CONSTRUCTION TYPE CDF Class A WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 30 0. 15 Flyash, LB 200 1.42 CDF Sand, LB 3030 18.12 WATER, LB (GAL-US) 417 ( 50. 0) 6.69 TOTAL AIR, $ 3. 0 0.82 TOTAL 27.20 A � WATER/CEMENT RATIO, LBS/LB 1.81 SLUMP, IN 7.00 CONCRETE UNIT WEIGHT, PCF 135.2 100 P.S.I. Max at 28 days. SPECIFIC GRAVITIES CDF SAND = 2 . 68 Sand Weight adjusted for yield PREPARED B Michael'Gardner S E A T T L E R E T 1 O N T U K W I L A ACCOUNTING:9128 10TH AVENUE SOUTH SEAT7lE,WA 98108 (206)762-2566 FAX 76U178 S` SALES: 1915 MAPLE VALLEY HIGHWAY . PENTON,WA 98055 • (206)226-1000 FAX 728-4924 Y n F ti S T 0 N E W A Y CONCRETE CONCRETE MIX DESIGN MIX ID 570 [ ] 300 PSI 09/23/96 CONTRACTOR D.A. Zuluaga Construction PROJECT : Tobin Street/Lake Avenue CONSTRUCTION TYPE Class B CDF WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 50 0.25 Flyash, LB 250 1.78 Concrete Sand, LB 3179 19 . 01 WATER, LB (GAL-US) 350 ( 41.9) 5. 61 TOTAL AIR, $ 2 . 0 0.54 TOTAL 27.20 h � WATER/CEMENT RATIO, LBS/LB 1. 17 SLUMP, IN 6.00 CONCRETE UNIT WEIGHT, PCF 140.8 Specific Gravities Concrete Sand = 2. 68 Sand Weight Adjusted for Yield. PREP ED BY . : Michael /Gardner S E A T T L E R E T 1 O N T U K W I L A ACCOUNTING:9125 107H AVENUE SOUTH `r+ SEATTLL,wA 98108 (206)762-2566 FAX 763-4178 SALES: 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226.1000 FAX 228-4924 ' :✓2�qi; STONEWAY C O N C R E T E CONCRETE MIX DESIGN MIX ID 563 [ ] 300 PSI 09/23/96 CONTRACTOR D.A. Zuluaga Construction PROJECT : Tobin Street/Lake Avenue CONSTRUCTION TYPE Class C CDF WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 50 0. 25' Flyash, LB 250 1.78 Concrete Sand, LB 2856 17. 08 WATER, LB (GAL-US) 250 ( 30. 0) 4. 01 TOTAL AIR, % 15.0 4. 08 TOTAL 27.20 Daravair 3 .3oz. /100cwt, OZ 10.0 A � WATER/CEMENT RATIO, LBS/LB 0.83 SLUMP, IN 6. 00 CONCRETE UNIT WEIGHT, PCF 125.2 Specific Gravities Concrete Sand = 2.68 Sand Weight Adjusted for Yield. PREP ED BY -.I 71 -72az2L, It Gardner S E A T T L E R E T 1 O N T U K W I L A ACCOUNTING,9125 MOTH AVENUE SOUTH : SEATfLE,WA 98108 (206)762-2566 FAX 763-4178• '' W FS 1915 MAPI F VAI I FV HI(,'HWAV RFNTON-WA 98055 . (2061226.1000 FAX 22B d92d 1R.:. .y 4a S T O N E W A Y C O N C R E T E CONCRETE MIX DESIGN MIX ID 5809 [ ] 3000 PSI 09/23/96 CONTRACTOR D.A. Zuluaga Construction PROJECT : Tobin Street/ Lake Avenue CONSTRUCTION TYPE Curb, Gutter, and Sidewalk WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I, LB 541 2 .75 State Sand, LB 1290 7. 89 7/811 , LB 1930 11.46 WATER, LB (GAL-US) 267 ( 32 .0) 4.28 TOTAL AIR, % 5.0 +/-° 3.5 1. 39 TOTAL 27.77 Daravair loz. /100cwt. , OZ 5.4 WATER/CEMENT RATIO, LBS/LB 0.49 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 145. 1 PREP 'ED BY : Michael Gardner S E A T T L E R E T1 O N T U K W I L A ACCOUNTING:9125 IOTH AVENUE SOUTH' SEATTL�,WA 98106 . ` (20b)762-2566 'FAX 763 4176' SALES:19115 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226-1000 PAX 228-4924 ' v: i--J"L-��1996—,�i p10::522i� FROM PHLMER COK1Na CLGIL CO. TO 2429247 P.01 F �71{Fl.tL M�syl►lyL-J Y ►€ Fxo�ect Meld dew Oantmact Cr Bid Date l ✓ zz — �! L2 ?rig-Dry Wt. Lg8s Pan Net Height Retained Weight error &x4r Solve o$ [eight Cumulative TOW Weight Pats Weight Wcdght Test �( Spec -:-` -Vp. �• 4f.7-Pan S• wit z.- z . yo. �O tM 73 Zd s.ry t xt ?oat ilea Paxi 200 hash Accegte 3 s- """�'"'�' Post-Pt"Fox Note 7671 ° pages► . s Re joated TO FMM Przno# Phmx r Fax 0 !/ ✓/ Fax 0 TOTHL F.01 SEP-18-199- t�&; FPp;-i PNLNEP Cu',Jt43 C0::L CU. IL7 2429247 P.04 � W [t�.•• W Q` ++i� COM- l 1-it'i l r.RItLLS i.AtOI A ORY U v � a L 7.55 Monroe Ave KE, Bldg D � m v CL CL U Renton, Washington 98056-4199 f u' Q `0 296-7709 Fax 296-0179 1 c NPALMER COKING COAL COMPANY P.O. BOX 10 _ NACK pV1r4OND WASI-INGTON PRO _ vtDvr� �1�cK 0.�rn.. aa 98t10 nxoacr DAZE AMPLER Z/Z-g 9d SAITLET) BY v LAB NO. 9� 1�' L _.^ TYPE F l4ATERZAL �t�f v�f df/ativ J ? �'�+ FIFL]) SAMPLE NO. NAME & LOCATION OF SOUR CRUSIED BY SAMPLED AT la n t s-•fie ---- -------- ~ d f P ,T acr-ss -*-2" %-a SA ------------- ----------- --------fjf PT--1-order rr+ txed------- TO AL WT. l 7t�, rd 1`S SUBSAMPLE WT. SS RETAINED REQUnUM % % RETAIL REQUIRED x SIE '%TIGHT SPEC. PASS. FRACT. SIEVE WVG'Fr SPEC. PASS. FRACT. 6 � I od � cv 23y.S td S tz.ZZ 3 ye !7. 5b oL Z'-p, i I �d,36 tda 77 2.� Z SA-%l EQUIVALENT 6�- LIQUID LIMIT c • PZP_TI CITY INDEX 50 fi:rn REMARKS: REF: AS'TV C117 (A) . C128 C702 Mat rial Does iiee g Does.Not Pecifications. 4cc ' r ti dr b ,T L. D. BISHOP E A'II,TEP,St-LS E"'.INrrR DATE .3/`i/Hd TESTED BY 10T►L F.0-4 LETTER OF TRANSMITTAL Date: October 7, 1996 To: Mike Skagen D.A. Zuluaga Construction, Inc 652 SW 143rd Seattle, WA 98166 From: Scott Woodbury, P.E., Project Manager City of Renton Surface Water Utility 200 Mill Avenue South, 4th Floor Renton, WA 98055 SUBJECT: TOBIN/LAKE STORM IMPROVEMENT CONTRACT CAG-96-099 TRAFFIC CONTROL PLANS COPIES TRACKING DESCRIPTION DRAWING ACTION SUBMITTAL NO. NO. RECEIVED 2 102 Traffic Control Plans - NEN 10/3/96 Explanation of Action: NEN(#) No Exceptions Noted (See Remarks Below) MCN(#) Make Corrections Noted (See Remarks Below) RAR(#) Revise and Resubmit (See Remarks Below) R(#) Rejected (See Remarks Below) Remarks: None. U:65250:SUBREPLY:96-011:SW attachments cc: Steve Pinkham ❑ No Exceptions Noted❑ Revise and Resubmit [7 See Remarks ❑ Make Corrections Noted Corrections or comments made on the shop dravgin s during this review do not relieve cc;:trF.ctor from compliance with requirements of the drawings and specifications. This chec<. is only for review of general corrformance +vitt-, the. d(;s:gn Concept of the oro,ect and lgeneral com,,1;Unce w!th the information given in tive contract doc,,;vants. The contractor is responsible for: confir m,mc7 and correlating all quantities and dirnensions; se'rcting fabrication processes and techniques of construction; coordinating his .voik with that of all other trades; and performing his work ill a safe, and satisfactory manner. G/CITY OF RENTON Date 012 1 C BY �� 10/01,1196 15:32 FAX 206 235 2541 REN'TON P/B/PW F6002/009 CITY OF Rx'N ON -1'F.ANSPORTA'17 �Cs7F-MS O pL C GPEJUMNS TR& - �CDDfr�• G s z s CONSfRtlMON SUYnjnrr1 0ENT: Ov`•• FAX t: C4NSTRUCTI4N LOCATIBK: Jv�, _ k P.t+$• � ,tPPROVID EY: � v t VG WOLF{ DATE: ///3-9E�-/z APPRn4JU IIA7�: � � -� 111 NOM. !1 CAIL 9 S 1. FUL6 k FGLI4'E 13E?ARTUT= SP-s oFE ANY CLUSUP.E- USE L0C-IL-pV0"F- 2} TFItS PlA"i ICUST BE 5UnUnMII LT LEA T1zR1E i31 1fi7P�iG i1dY5 r&ii?c iu sGn`ti x 7-3 fit. 'iU .G e CUx9ma\3: �i•r. ! �1fi a.. y Wnrlc a? - Go rd,n� w' .' n �kao Discr +eI, # 204- �455 Si�TCH S. Tij(rGr..rm .aT. �r ..�� r AOL- OE 11 �1 5 . Ta bin 31 rung filrr,C, OI , 0 Qj . OE� amtL CnP r 1-:3 1 ha,e been informed of my rrspon!:ibiitics for tfoffie Cuntrot and direr to comply ..ifn nii Ifafiic . y�ialian; e! t`:e CRYr L" o �aC PCaa SICNATURE: -!.-2/-- DATE c`x �� v�•r 10,101/96 15:33 FAX 206 235 2541 REN-ft)N P/B/PPG 4 003/009 r P_/_z9 �- CITY OF REMON F_ ZIUNSPORT'ATION SYSTEMS-TRAFFIC OPERATIONS . TRAFFIC CONTROL PLA}•i CON5TRUmON COt.0 xw! 0•4 /ks +„ (•'s �� AF?I_ DATE /d—r- G �AUt ss: G x z s. •.� r r s'a FHOn U. YOH_/CfL J: COti�i3LiloN SLrEnih•TT.1.^7.�:T: COKSffiUG776N LOCATION: 'yuJ•- _5 4, �`_ e__� <<r _�`•' FOPS TIRE: 7:oa M 3: 3o P.M. APPftom BY: 3 C' �cESm17 iDt*X PATE: //- ''/•1 ��- 9 APPROVAL DATE: 1 0 — 271 - �vDTFS: 1 j t ALL %11, rum ie Rui7CE L"�:=Ta�T'7S HEFOFF kNY Mmslur►Fr. USE LOCLL•PHDh'Y. Z! 117E rialr aiu�i E'i .ivwo = :: !ram_ T TS7RrE (_[) ticttilRVIwe LIAYs VRIDR Ta VOTM COWMENT5: j�6.., S-` yG /� e f.s yt/1n• ! /w F%•i .dc r.s 6 d. k� �t E• �... u v w Tom. /f cc.>> •7•p dc.4..r d ,t.. �c rs: s• ru l & 704-4�55 � War Ic Tti rn e - �oorr�i n d}c, ;1i-1 �Intb� Sc:I�oo4 Otsi r�cf� Esw kG --r SKETCH ` N""p PFTI b.nl4o 01 pit - -- PU S I7[[il[l,pS[9�. Y -C �Mn tiles T '1 \// I �� EfW•' 11 �� •� LY� u Tul-� � ,.• 8 J I O UI•/-1 ��. /r/.4 j r �� /rr.;•r -1>i 1 i)�t-le.N*-IEL...�ZA-}-lot-•1 FdR C�*�l� ►-Ar7� f a�F 7c 7 ncr�M��t r -Co VaRy h$ � wsoRr� PPou��S. "D � SE6 SYAr t Rl� PL-A," K-�L Frs4� I � TYPIGfaL On1��I-AI'32 R�Ap 'ftt�.FFIG p, a ��.1'rT217� PL-AI�l. K l have been informed of my responsibT;t.es for traffic Control end poErlsl�ctaA ogree to comply ri!l 01! trelfic rc-Orsiinnf el the C%ly of Renton. >;:vui0;ICE PLACH SIGNATLIRE: ��f I~ ME AAT : is- ? -'S s _ ° 1'ocY L Vfi710.O�Et1C71►/p�n 10/01/PG 15:33 FAX 206 235 2541 RE%7y)N P/b,PVv 16004/009 OF RENTIIN TIZANSPORTAMOK SYSTEMS-TRAMC OPERAZIONS nUXfIC CONTROL -PLkN coNsrRurnoN COMPANY: D.4 2r.r.�. iPPL DAn. �� •� ft- ADDRF-SS: Lsz S a-t �v3 PapNE 1: Hob-/CEL if: (wt.)--&Lt CONSTRUCT7014 SUPE:FU2.'iEIMEKTs—�•� •1 S't`'�' Z - FAX is CONSTRUCTION LOCAMOtl: S� ..� Lam• -� VORK 'nut. 71 00 A-M• 3.19 5 P.M• APPROVED EY: WORK DATE: APPROVAI DATE: fHoTES: 1) CALL c11, FIFE t poUCE FEPART'TM FrF'ORE ANY cLOSURE. US£ LOCAL•rEoftl'- 2) TniS Puri L�FSi �i -;tM-_r -rED AT LEAST TFRTE (21 YCRX N; DLYS FMOR To TORE. C O LOdEATS: o! f c/s sc -• •C r�-�_ � -7Y r. - Pf 7�o d a./� 7*-.�Y�i c a. •ram r� ..tom ~ ,CYIW SKETCH �� NOkTFI t WWI.WO + Al ' r [�e /^ �. i a • �.i-X 5 S 7Y TTT - f QnL4Nf , tA[0 � h,tOTES GHD.titN�1 12,d.T10r1 FbIFR 131,4E LAJ,3 TFRA.FFf a M�DvEME NT TfO VARY 2) 6r=E _STAt4AARp PLat1 iC-Z fix T'%VtC A.L O"e-LP-t-� ROAD V - rRAt`F1G �.o+�TRaI-• Pt-.l�tJ- CWTa COPY t hove been informed of my responsibl;lie5 for traffic control andOCHMArCTOR t a9rrc to comply «ith all traffic regulotions of the City of Renton- *(SKC16R fr)L w4n-5 jcr rua ju ��r SIGNATURE: �� 1�/� - DATE: /v -'Z -�cr tt 10/01/96 15:34 FAX 206 235 2541 RENPOti P/B/Pw z m/O09 CITY OF RENTON TRA_NSPaRTl.TI()N SYSTEMS--pRAMC OPERATIONS TRAMC CONTROL PLAN COAIS'TAUL-'10N COWpANY: Qr4. APPL. DATE: ADDR=: GS z. rv� PHONE /:FAX 1: (mob} J•�i-�t CohSTRUL- oN supmafnT MD-TT: CONSTRUCTION LACATIov- Ls•fit A c •/ - ��+� - �' Sf $:eoF.►+r. - gcP•�t• �ztceAve 3 /IPPRQYED BY t-1 G� LEES lll�lEl_ VORK T11M ,oo A.M. 'WORK LTA71E: v APPRDvAL DI E: NOTES: i) CALL 9ll• FTRF POLICE DEPLRTIENTS BEFORE ANY =rUM USE "OU'.p"0NF- 2) 'fins PLAY Musi BE suI Jv 7TF.t1 A7 Sr17 7 TrT1'!;z (5) TOr'5anG ').Lys PFJ()P To 1fOR1L -CoW,"-�-T5: rccr /�cr+ Yl .r// •�. Y+._.cr . IS 7;-al .c. c+� ,4.+ .+q +..5 0� ✓�4w f Lf.G r.[ s�.�7= v z 'f'A f CC ou.- a� o fN61� 2 8•-tr•1cH Ht41+Ust.s� • t ,r 'i•� r�/ � . • r r , + , + r / / . BoAK i7 I • 3 .—.1 c.—s. dr<K< • � mw taafll(' .� WA-2-1- • A-WA-2L To 1:,V, twSTALI_r-D KFY'IZR v✓oa+c .e.. N oN -S 2ND ST. IS GdMPLCTIKA ANp low ALL FoUIZ LAt•IFaS ARe OPF?i FoF?_rFr -rlL - II I NpT�: SEE sra►sPAnD PLs�f-i K-B (� 1 ddd Forte f�T.�.11-. w4-LL• Vj I I -L WA-ZL Ir, w2o-5R I I I �v120-5R � l_C1GA b.UE. S VI or:d COPY 1-3 have been informcd of my responsib1i;es for troffiC Control and Cus'm Ttxr ogrca lc comply «i!h ot1 traffic rcgvlotions of the City of Renton_ rrSPECLOA K1:K TTs SiGNAT CJRE: DATE: /v-Z -3-L = 2-10-v aa.* 10/01/96 15:34 FAX 206 235 2541 RENTON P%B PY 16006/009 CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: y/). �.•/u 4-, 1•.,t 7 APPL LATE: A9oRFM: Z- PHONE 1: (rac.) xYL /ZVC S._. 2u,6 L.0 1- - 4?16 1- 11OH./cam 1: o�tr- COH!i'I'RUMON SUpERINTEnENT: eD—,-..t s><.t.s FAX Jr (Zoe.) E!:� CON-q'TtUCSJON LOCKMN: Z WORK TIRE: P.M. hPpRoYEp ny-. ulN G, Et- 1rORK LATE: /O-Z I-9(� rj( c ID- ez-9(c APPROVAL DA-E. NQTES: 1) CALL 214, ME k POUCE I)£PARTItENTS BEFORE ANY CLOSURE. USE LOCA-L-PHOME. 2) TMS PI.AM yU5T SE 5U91dIiTE3 AT LEA.57 Tarr (3) WORMC DAYS PRIOR TO WORK. CORM]?t IS: �✓. <.. --S • c '.� �1 { 4-- -A �- A f SKETCH NORTH N � 1 U1 • ,L.L• .v.,c.S •�-28-INCH HI,H GONF- F I-l%SH I h1ej ` / . GFI"WC-L.1Z1t44 prvlCr� A>Wtfkovv CTYr..) -L 1 Fw � FLAW W20-51-.s. _ wZ4-5L wet--4 oal� COPY T- hove been informed of my responsibilities f r traffic controt and CM14TRACTOR agree to comply with at( traffic regulations of the City of Renton- WSPECiaR HpL WuTTs SIGNATURE: �J1 RATE_ 1� - '—5 c_ POUCE :oc KA0i ME !u GRAY I, /YJ/k e representing e' -ZZ c agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual of Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME: D.O.B.: 9- C/- SS#: 75 3s- HOME ADDRESS: WORK ADDRESS: WORK PHONE: `! Z - z `! o HOME PHONE: - o ` Sr' COLOR EYES:,9(,6-, ,NVEIGHT: HEIGHT: S ' ` COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER: Y` /o " b:\d ivision.s\uanspor.0 6opera u o\un fton\fins LETTER OF TRANSMITTAL Date: October 7, 1996 To: Mike Skagen D.A. Zuluaga Construction, Inc 652 SW 143rd Seattle, WA 98166 From: Scott Woodbury, P.E., Project Manager City of Renton Surface Water Utility 200 Mill Avenue South, 4th Floor Renton, WA 98055 SUBJECT: TOBIN/LAKE STORM IMPROVEMENT CONTRACT CAG-96-099 SUBMITTALS AS NOTED BELOW COPIES TRACKING DESCRIPTION DRAWING ACTION SUBMITTAL NO. NO. RECEIVED 2 125 Pipe Bedding - NEN 9/24/96 2 128A PVC Side Sewer - NEN 9/24/96 2 129 Ethafoam HS 600 - NEN 9/24/96 2 126A Crushed Surfacing (3/4" minus) - NEN 9/24/96 Explanation of Action: NEN(#) No Exceptions Noted (See Remarks Below) MCN(#) Make Corrections Noted (See Remarks Below) RAR(#) Revise and Resubmit (See Remarks Below) R(#) Rejected (See Remarks Below) Remarks: None. ❑ No Exceptions Noted❑ Revise and Resubmit U:65250:SUBREPLY:96-008:SW ❑ See Remarks ❑ Make Corrections Noted attachment Corrections or comments made on the �_-'^op cc: Steve Pinkham drawings during this review &) noL contractor from compliance wan the drawings and specifications. This c`•i_'' _. „ for review of general conforrn n e. ?h _ concept of the project ,no! ,ra.' i:L'ni w; . the information given io th contract The contractor is responsitla Far: :... correi3ting aii quantiti�S and cJn-.er:Sio fabrication processes and tC.,'hniL t C:S cnlnstrul tion; ccordinatlnn his work vol ir;iit of -`J ether trades; and perforrning his War l in a safe and satisfactory manner. / f / CITY OF REENTONN / ' L l Date a/ 7 I �" BY • 5EP-1i3-19'3r �:�. FR0111 PHLNER CLIKINa CLIAL CO. TO 2429247 P.0 y '` S3 FCINC{ COUNTY MATERIALS LABORfi'1t)AY 155 Monroe Ave NE, Bldg El Renton, Washington 98056-4199 ► i5 n. a v a 295-7709 (Fax) 296-0175 Pi I I H I BLACK C ':�''`�� F.r�{� 1 i�f GTON FRDJE ^m to v r I Ne etve r rjr Fr;-% PROJECT No. DATFr FLF.1) _SAMPLED BY , R o IW No. TYPE CF MATERIALS J�atkflrl -4f ttut FIELD SAMPLE NO. - NAME 6 LOCATION OF SOURCS CRUSHED BY SAMPLED AT S_ �°�a ere T"T""�j [ to n x� UatsD % SIEVE WELOHT "W. pass. FRACT. SIEVE vmc&rr mac, PASS, FR.ACT. BAND QIIYVAL,ENT V _. _LYQ0ID LIMIT PLAs`TIGITy INDE'.%_ --- 35 �+�^ REMARics (A) . c i 2 B. Q70.2. Mate ial Does i/ Does Not -eat specificat rns. 8y AUWAU; fwntiN c DATE ��!?� TESTED BY w. ;Vll�z � � � � � • � • . • • J§�t ,i l.�6 � / � ''�, �� , �� J a �•J .i: //Y y� - - t '.� �' + -.1 4 `S J'� J�; f t``�`� <� .� � S 1'+. A S� 1, � )• 1 t� �. ..:� ,. i- t ~ _ �i :� 4 {{ ! ��".Z% i Jc pr ^.�.w% 1:.,' .q r Via. �'.. S. J '- . ., '.` .. i -" ". .._ f r.:.t°� {y�.ti �� 'r �� .., -� .k � - ++fit _�i.� - - � -.+� `�ti. \..� �.. f♦ � �. �• '-> 7 r `� ;~ ., • L/ ,�;z �s` ,3"}» .. . " - . f�' �t . :. ... The physical(or chemical) WARRANTY properties of J-M products J-M warrants that its standard products are manufactured described herein represent in accordance with its applicable material specifications typical average values ob- and are free from defects in workmanship and materials, tained in accordance with using J-M's specifications as a standard. Every claim under accepted test methods and this warranty shall be deemed waived unless in writing and are'subject to normal manu- received by J-M within thirty(30) days of the date the facturing variations.They defect was discovered, and within one(1)year of the date are supplied as a technical of the shipment.Claims for product appearance defects, service and are subject such as sunbleached pipe etc., however, must be made to change without notice. within thirty(30)days of the date of the shipment. J-M must first be given an opportunity to inspect the product alleged to be defective in order to determine if it meets J-M specifications and if the handling, installation, and operating conditions have been satisfactory and in accor- dance with J-M recommended practices. Products sold by J-M which are manufactured by others are warranted only to the extent and limits of the warranty of the manufac- turer.The limited and exclusive remedy for breach of the , above warranty by J-M shall be the resupply of a like quan- tity of non-defective product.J-M shall not be liable for any INCIDENTAL, CONSEQUENTIAL, OR OTHER DAMAGES OF ANY KIND, INCLUDING,WITHOUT LIMITATION,ANY EXPENSES FOR REMOVAL OR REINSTALLATION RESULTING FROM ANY DEFECT.J-M MAKES NO OTHER REPRESENTATION OR WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, IN FACTOR IN LAW, INCLUDING, WITHOUT LIMITATION,THE WARRANTY OF MERCHAN- TABILITY AND WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE,OTHER THAN THE LIMITED WARRANTY SET FORTH HEREIN. J-M SALES & MARKETING / J-M PIPE CUSTOMER SERVICE CENTER 201 /535-1633 OR 800/621 -4404 i J-M PIPE J-M Manufacturing Company, Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 B-0.Inc. Made in USA Ring-Tite PVC Gravity Sewer Pipe and Fittings • Ring-Tite joint meets Applications "locked-in" rubber ring PVC exacting tightness J-M PVC sewer pipe is sewer pipe. This requirements, simplifies suitable for conveying factory-made joint eliminates assembly domestic sanitary sewage as the need to insert rings in the well as certain industrial field. Joint design and close wastes. For further manufacturing tolerances information regarding the allow this joint to pass a 25 suitability of PVC for psi hydrostatic test in the conveying various chemicals, laboratory and provides the contact your J-M pipe basis for exacting representative. infiltration/exfiltration specifications. Be secure in Advantages the future by designing with 1. Chemical Resistant: J-M Ring-Tite PVC sewer J-M RingTite PVC sewer pipe with low infiltration — pipe is unaffected by the specify infiltration not to fluids found in ordinary exceed 50 gallons/inch domestic sewage. It is diameter/mile/day. immune to sewer gases and the sulfuric acid generated Call for ASTM D-3034 Spigot pipe ends are SDR35 with 20% More supplied from factory with by the completion of the "Locked-in" rubber sealing bevels. hydrogen sulfide cycle. It is wall Thickness in 8, 10, 1 immune to corrosive soils— and 15-inch sizes— ring provides tight, flexible both alkaline or acidic. Provides Greater External seal. Meets requirements of ASTM D-3212—"Joints for Load-Carrying Capacity. Drain and Sewer Pipes 2. Abrasion Resistant: This allows for the design using Flexible Elastomeric J-M RingTite PVC sewer and construction of PVC Seals." The bell is an integral part of pipe has excellent gravity sewer systems the pipe section with the resistance to abrasion, (4"-15')consistent with best Figure 1 same strength. gouging and scoring— engineering practices. A superior to that of most uniform minimum "pipe common piping materials. stiffness," (F/Ay = 46 psi) Meets ASTM means no weak links. It also D3O34-SDR 35 4"-15"and 3. Flow Characteristics: means that J-M PVC sewer ASTM F679 18"-27" J-M RingTite PVC sewer pipe in 8, 10, 12 &15" Introduction pipe with long lengths, diameters has 60 to 75 The growing demand for an smooth interior,and percent greater pipe effective all-out attack on factory-made close stiffness than SDR 42 and water pollution highlights the tolerance joints provides a SDR 41 PVC sewer pipe. need for improved sanitary Manning"n"coefficient of This increased"pipe sewage collection systems. A .009. High-carrying capacity stiffness" provides the extra modern system needs pipe makes possible the use of needed at that critical time with improved design for flatter grades or smaller when the pipe is first being ' reserve strength and stiffness diameter pipe. Ask your J-M installed in the trench and to increase load-bearing sales representative for a undergoing bedding and capacity all within the flow nomograph and the backfill. report"Hydraulic framework of maximizing Characteristics of PVC sewer system capacity at Sewer Pipe in Sanitary reasonable I cost. Ring-Tite Sewers,"a joint study by I PVC sewer pipe is designed Johns-Manville and Utah to meet this need. . I State University. Through research and technology we proudly offer 2 External Loads • Background Prism Load Loads imposed on buried Loads imposed on buried H2O Highway Load conduits have, in past conduits have been 16 practice, been calculated by calculated by using the using the Marston load Marston load formulas for 14 formula. For trench loads rigid and flexible pipe. Marston has a formula for However, it has been 12 rigid pipe and another determined that the Marston Dead load formula for flexible pipe. It is formula for flexible pipe may 10 120 lb./c1 ft. important to recognize that not determine the maximum m H2O live►oadt under identical conditions of long term load—the "Prism LL 8 + impact bury the soil load generated Load" formula is more m on a flexible conduit is less accurate. The "Prism Load" o than the load generated on is the weight of the column of U 6 a rigid conduit.The soil directly above the pipe. ° comparitive load on a rigid Thus, precautions in keeping rn 4 Total load conduit verses the load on a the trench narrow are = live + dead flexible conduit is expressed unnecessary for a flexible 2 as the ratio of trench width pipe installation. The to the flexible pipe O.D. important thing is to compact 71 1 the haunching material from 500 1000 1500 2000 By definition,a flexible the pipe out to the Pv Vertical Soil Pressure(Lbs/Ft2) conduit is one which will undisturbed trench walls. Figure 2 deflect before reaching Therefore, J-M suggests that failure. the maximum long term load be determined by the prism Note: To convert vertical soil pressure to load on pipe— Marston's Formulas load for design. pounds per lineal foot—multiply by O.D. of pipe in ft. For Soil Loads Rigid Pipe W =Cd w Bd2 tLive load applied on assumed area of 36"x 40". Flexible Pipe W= Cd w Bc Bd Prism Load: P„ = wH (Ibs/ft2) Where: Where: added together to design for rebound under dynamic W = Load on pipe P„= Pressure at the top of the maximum load as shown loading conditions if the (Ib/lin.ft.) the pipe due to the in curves above. trench width is not Cd= Load Coefficient weight of the soil (lb/ft2) sufficienty bridged. Unless w = Soil unit weight w = Soil unit weight— The soil load and live load special precautions are (Ib/Ft3 (lb/ft3) must be added to determine taken to bridge the trench in Bd=Ditch width(ft.) H = Depth from top of pipe the total external load on a shallow installations,the Bc = O.D. of pipe(ft.) to top of ground (ft.) buried conduit. This breaking up of flexible road combined load should be surfaces may result. Note: To convert prism load used for design. Figure 2 Therefore,for shallow (lb./ft.2)to lb./linear ft., illustrates the magnitude of installations under flexible multiply by the O.D. of the soil and live loads road surfaces(less than 3 pipe in feet,or: separately and also charts feet),J-M recommends W =wHB,, the magnitude of the Class 1 material be used in combined or total loads. The the pipe zone and up to the Live Loads curves in figure 2 apply only road elevation.This Live loads imposed on for H2O highway loading and recommendation is not buried conduits from traffic a soil weight of 120 Ibs./cu. ft. meant to conflict with the must also be considered in a design engineer's design and become more At shallow depths of cover specifications and his important at shallow depths. —3 feet and less,flexible specifications will govern. The combination of soil conduits can deflect and "see page 8 for de load and live load must be definition of Class 1. 3 Sizes, Dimensions , and Weights FPS• f, k. YY� Bell and Spigot Assembly(Inches) sit N r� Assembly Stripe r N D9 T T, C D5 D8 TO.D. Pipe Pipe Details Bell Details Approx. Size Average Min. Wall Approx. Weight Inches O.D. Thickness "T" C D5 D8 D9 N (Min.) Lbs./Ft. 4 4.215 0.120 2.80 4.250 4.240 5.20 2.90 1.05 46 6.275 0.180 3.50 6.318 6.308 7.50 3.50 2.36 8 8.400 0.240 4.10 8.460 8.440 10.10 4.10 4.24 10 10.500 0.300 4.70 10.570 10.548 12.40 4.70 6.64 12 12.500 0.360 5.15 12.577 12.554 14.50 5.15 9.50 15 15.300 0.437 5.95 15.380 15.362 18.00 5.95 14.14 18 18.701 0.536 5.90 18.764 18.764 21.98 5.90 21.43 21 22.047 0.632 6.40 22.110 22.110 25.63 6.40 29.88 N D9 T Ds Ds O.D. T C Pipe Size Min. Wall Approx. Approx. Wt. Inches Ave. O.D. Thickness "T" C D5 D8 D9 N (Min.) Lbs./Ft. 24" 24.803 0.711 15.75 24.99 24.99 28.80 11.25 38.96 27" 27.953 0.801 18.30 28.17 28.17 32.50 12.75 49.47 • 11 AUG-26-96 MON 16:20 NW COMPANIES FAX N0, 2066822295 P. 02 _ D6w Pl tij&s ETHAFOAM Bran -� d Pitic roam ETHAFpq�* Plank Products . ................... Produots Vertical size 5 Compressive pecifications 25°!0,PSI Density PCF ETHAFOAM 20OLC 2"x 4131"x log' PPP-C-1752C Type 111,Class 2, 4 t GRADE A ypical" 1,8-2.1 ETHAFOAM 220 2"x 48'x i08^t FEDERAL PPP-C-1 C 4'x Mal x t 08't TyPe I,Q=2,Grade A B-18 2.0-2.5 Z'a'?4?9`;n 7 Ud" 3'x 24'x 108, 2"x 321P2`x 108" ETHAFatio 220 Anti-Static 2'x 48'X 108' FEDERAL PPP-C-1752 C Typo 1, 6-13 z.a-2.6 Class 2 Grades A&8 and MIL 8-81705 8 when tested according to Fed,Std. 101C,Method 4046 and AM 1)257,and EIA 541 (FNM Retardanj ETMAFOAM 11/4'x 24' x 108w F.A.R_25.853(b)$and lrEr)FRqL A Addditives} PPP-C-17tk C T 6-12 1.85 Grades A&C U.LSubject 94#' rating HF2$ ETHAFOAM KS 45 2'x 24'x 108't FEDERAL PPP-C.1752 C Type 111,Class 2,Grade A 12-18 3,7-4,0 �' ETHAFOAM HS S00 2'x 24•x 109" FEDERAL PPI'-0-1762 O 25 minlmum Type 1V.Class 2,Grade A 6•2- 7.1 UMAUWAMe rt6 000 2'x 24" 108" FEDEFiAL PPP-C-1752 C Type W,Class 2,Grade A 55 minimum 9.0-10.5 t Avaifabde 2190 in black These laboratory tests do rwt Type relit actual fire oonditions. Typical valve.not t0 M ronsli.rPd SWification ETHAFOAM*Shut Products Product Size Specifications ET Density PCF fiAFOAM 'A,x 54'X 040' FEDERAL PPP-0-1152 it Type 11,Clew 1, A'x 54'x 250' Gradal A and USCG 18.4013 and 164.015 2.3 3.3 'h"x 54'x 125' (Specific Pang) ETHAFOAM 221 'A'x 48"x 600, FEDEPIAL PPP-C-1752 C T Vll '''A 1. "x 48'x 30p' Grad@ A COMpon©nt Rcco9 ed by Class 11911 1.5-2.0 'A'x48'x200, 'h'x 48'x 150' ETHAPOAM 221 'A'x 48"x 500' .anti-Stave FEDERAL PPP-C-1752 C Type VII, Class 1, .4 x 48 x 126 13 a,lwr A qy @ ung MIL&-tI'(ub b whcn tMted 1•$-2.0 h'x 48'x 12S' according to Fed.Test Std, 101 C,Method 4046 ASTtut D 257,and EIA 641 CAUTION:ETHAFOAM brand polyYthytene l0a,n will bum and should not he exposed to flams or other ignition sources. THE DOW CHEMICAL COMPANY a PACKAGING AND INDUSTRIAL FOAMS a MIDLAND, MI 48674 P,i"'w In U.S,A, ' 'AUG-26-96 MON 1b:21 NW COMPANIES FAX N0, 2066822296 P, 03 Typical Properd of Unfabricated ETHAFOAM®Brand Products (NQt t4 6� Cc,,nmderud Prciduct Spcei4uatinn Limits) 'rhcrmal Tear Conductivity Co['pressive Tensile Tensile Struktgdx Average Maximum q.. 75°F MPan Pro.�iucr Strength Strength Elongation (Ibliu) Densiry Cell Size buoyancy Trmprrature �errlc(psi) (pi)(pi) (V Extruded (Pet) (mtn) (Pco (BTU-if,/ Direction hr•sq ft degnc R Test Prcxedci—re ASTM D 3575.64 _ ASTM D ASTM D ASTM D Test D ASTM D ASTM D ASTM D ASTM D 3575.84 3576.ti4 3575.84 3)73joq )MjO4 }3+"n'I Test W Dow 1575Fn l Mat V at ar ar Test T Tor T Tzct G Tcst AA lU'96 L5N6 50'�o Method $ ModifiedMcthcxl l3 ETHAFOAM 200 1,C Plank 4 6 9 40 54 14 1.9 4.0 58 0.57 ETHAFOAM 220 Plank 7 10 17 48 49 1 15 2.2 1.9 59 0.43 r ETHAFOAM 220 AntiAtaric P64 h In 17 4R 49 15 2.2 1.9 59 0,43 ETHAFOAM 4101 Plank 6 8 16 45 61 13 2.5 1,9 59 0.39 ETHAPOAM HS45 Plank 1 Z 14 23 67 44 21 3.8 1.9 58 0.38 ETHAFOAM ilil", Minh it if 9 c I 11 zn F a ETHAFOAM IISA00 Plank 50 158 90 178 31 51 9.5 1.5 52 0.40 ETHAFOAM ZZ1 Sheet i 1 12 56 85 Ib 1.7 2.6 58 0.39 ETHAFOAM 221 Anti-Static Sheet i t i t 71 76 18 1.7 2.8 58 0.39 1 ETHAFOAM 222 -- ._-- — -- Shccr 3 3 t 5 60 56 19 2.5 Va=1.2 1 %=1. 1.7 59 0.37 l 4 SEP-18-19'3t: LTA: S FROM PHUILP CCKINa CURL C:U. 1U 242y24'1 P.01 GENERAL TESTING LABORATORIES, lArl 19970 7hird Avroetwe NF,P.D.Box 1586,Poulsho, WA 98370 December 19, 1995 GTL Project No.: B8516 Laboratory ID No.: 95-12-6660 Puget Sound Surfacers Post-its Fax Note 7671 F1re (� l� p Of P.O. Box 1686 T° �� Fenn Forks,WA 98331 co.rp,. m ' Vane# Z Y2—! ptixYe RE: Laboratory Test Results Fax a , y Z zY Z Palmer Coking Coal This letter presents the results of laboratory testing performed on tt sample of material delivered by your representative to General Testing Laboratories, Inc. on December 15, 1995. Material Type: 3/4"minus crushed surface top course Test Standards Used: ASTM C-136 rALMER Wrt''`G COA1 COMPANY Project: Palmer Coking Coal P.O. LOX 10 Imendcd Use: Top Course _ Sour of Materials: Import BACK Vii, 4'Zi °�iY ce r WAZF41NGTON 96010 TEST RESULTS STEVE SIZE %PASSING SPECIFICA'1113NS-N4'SDO?9-03.9 3/4" 100 100 5/8" 100 l!L" 92.1 1/4" 63.2 55-75 #8 36.9 #20 22.7 ##40 15.2 8-24 #100 8 4200 5.1 10.0 max FRACTURE 51EVF SIZE Va PASSING SPE05CA'1;IONS -ONE FACE, +112" 86 75% +1/4" 77.4 75% +tf$ 83.8 75% Quality AMVrJ0?w for lValhury Construction 360-779-9196 0 No Exceptions "40-u u —1— -1- 0 See Remarks 0 Make Corrections Noted LETTER OF TRANSMITTA,L� rt7�t:cn3 or comments maij, cn I`— F' -W d ra V, ";.3 riving this re v i e- J.;, I-' r•;!iwlv;, Date: October 7, 1996 (-")n actor "10M c0M'1)!i.'T%c8 wit"i the dra-4' and for i0vicw or ripnr.--ral coil To: Mike Skagen conc vn Gp- of �, p:oi-ct and D.A. Zuluaga Construction, Inc tThh 'c�ofxma'i,or iiea in e trac" is fesponsi�llo '20! 652 SW 143rd co,,etatonc all qiaritities and falm�icz';Orl processes w d Seattle, WA 98166 c o ns,r;'iction; ca.)rciinating his wcrx vl:)ih other trades; and parforming his work ir, a From: Scott Woodbury, P.E., Project Manager satisfactory manner. City of Renton Sur-face Water Utility CITY OF RENTON 200 Mill Avenue South, 4th Floor Renton, WA 98055 Dime /Oflk By � SUBJECT: TOBIN/LAKE STORM IMPROVEMENT CONTRACT CAG-96-099 SUBMITTALS AS NOTED BELOW COPIES TRACKING DESCRIPTION DRAWING ACTION SUBMITTAL NO. NO. RECEIVED 1 101/105 Construction Schedule/Work Plan - NEN 10/3/96 - 103D/103E Cascade Testing Laboratory, Inc - NEN(1) 10/3/96 Apply-A-Line - 100 Lump Sum Breakdown - MCN(2) 10/3/96 2 131 Pavement Markers - See (3) 10/3/96 - 132/133 Type 1, 1 L, and 2 CB Frame and Grate Std. Plans NEN 10/3/96 2 106 Shoring Plan NEN(4) 10/3/96 Explanation of Action: NEN(#) No Exceptions Noted (See Remarks Below) MCN(#) Make Corrections Noted (See Remarks Below) RAR(#) Revise and Resubmit (See Remarks Below) R(#) Rejected (See Remarks Below) Remarks: 1 . Submittal for pavement markers (tracking #131) indicated that Apply-A-Line would be subcontractor for pavement marking work. 2. Please submit unit costs for pavement marking materials. 3. See notes on attached WSDOT RAMS form. 4. No information was provided on how the steel sheets are to be installed as was requested in 9/27/96 letter of transmittal. The proposed installation method is to be discussed with the City inspector prior to the use of the steel sheeting. U:65250iSUBREPLY:96-009:SW attachments cc: Steve Pinkham 0*0 D.A. ZULUAGA CONSTRUCTION, INC. City of Renton Tobin Street/Lake Avenue Storm System Improvement Project WORK PLAN l. Layout and sawcut; 2. Tie-in existing manhole @ 2"Avenue, remove and replace storm drainage along Lake Avenue; 3. Complete storm drainage to the intersection of Tobin Street and Lake Avenue. 4. Prepare trenches for ACP patch and pave prior to continuing storm drainage east on Tobin Street; 5. Remove and replace storm drainage at the intersection of Lake Avenue and Tobin Street; 6. Proceed east along Tobin Street for removal and replacement of existing storm drainage; 7. Remove and replace storm drainage at the intersection of Tobin Street and Shattuck Ave South; 8. Prepare trenches for ACP and patch; 9. Prepare for and perform ACP grinding; 10. ACP overlay and striping; 11. Cleanup; 12. Punch list; and 13. Project closeout. (,5? CW 14*1rd Seattle_ WA 99166 (206) 242-1240 4k !671�'� . October 13 October 20 October 27 November 3 November 10 November 17 ID Task Name Duration M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F S S M T W T F 1 MOBILIZATION 2d 2 SURVEY/SAWCUTTING 3d ¢4 3 S.2ND STREET/LAKE AVE.STORM DRAINAGE 8d - n- 4 ACP TRENCH PATCH/S.2ND AND LAKE AVE 2d 5 TOBIN STREET STORM DRAINAGE 8dY- 6 ACP TRENCH PATCH/TOBIN STREET I 2d 7 PLANING BITUMINOUS PAVE. I ld 8 ACP OVERLAY id 9 RESTORATION/CLEANUP 3d 10 PROJECT DURATION 30d y Project:Tcy:_ Task Milestone 0 -- Rolled Up Task _. -„S Rolled Up Progress Date:10/2196 Progress Summary Rolled Up Milestone Page 1 XT-02-96 WED 04:05 PM APPLY-A-LINE INC, FAX NO. 206 939 9925 P, 02 AW Washington State request for Approval of Department of Transportation Materials Source Contract: ( ?; F-A. Number _ SR- _-Date Date 10/02/96 For RE Use Section TOBIN STREET/LAKE AVE STORM SYSTEM _.- County KIWS -- -- D.A. ZLJLUAGA O�JI',1S RIKTI N (PRDM) . r Contractor_APPLY-A-LINE, INC. (SUB) Submitted By � sec Scdk,c I-D&i d Sid.spec.and Ic�ry,x.dc ra ittssl„n;Gw,c. urG Far II�SI)OT UI•o -- CONTRACT BID STEM _ SOUNCE --- RE, "DTR. MATERLA40R N AME OF NANUFACTZRER/FARRICATOA jrLCJgcAT10N APM-1 APPR'L FILE A BID NO. MNUFACTURErr'S M0D1rC1(i`FE OR PIT NUUVRMt REFERFNC.F CODE CODE ODE NO- ! LM—K- LliJ 11 _V - •'.LTt p 30 N0M TW_ THEFsMOPLASTIC TP- 25 S�ALEM, OR -----... ZtJt�,AR-- 30 (PRE-APPRWED BY STATE) TAOMA, WA RPM TYPE TI ST TITE PRODUCTS p 30 -- NILES, IL 9_21_.3,- 30 BITUMINC7M ALHESIVE ShiN TE PRODUCTS j 1 30 EPCKY ADHESIVE O::JPANY .26.Z _---- t I 1"HWECT&41NEER DATE Ho'S L ATERuu.S ENIC'MEER i DATE Applat Action Codes for use,by Project Engineer and HO Materiais Lsboratveyr 1. $oUrce Approved: ACoepta',c4 based upon'S&,Mectory'Test Report tore samples of rnatcriafs to be i'1;arp0rsiF 1 into prgeci. 2. Gour4e Approved: St,l mii Mig.Cert.of Compliance ior'Approval'prior to use of maWiel. 3 Source Approved; Submit Catalog Guts for'Approv2'prior to use of rnale!idf, 4. Source Approved. Submit Shot)Drawings for'AAoroval'prior to fabrication of materi4l. 5. Source Approved: Only materials!dent rlied'App(oved for Shi;)rrl nU by W$DOT Fabrication Inspection Office prior to shipmentto be used. 6. SaUF04 Approvod: Materials to be certified as either 109%American manufacturer or ide^Aiticatia't of foreign manufacturer and materials cost vhthin the perrrii sibla Emits for the project(See Specie!Provisiccs). 7. Approval Pending: Request Trarwn ted to Hdqlr.Lab.for Approval AcCcc. S Sr>unce Approved: Rentar4 Appravai Action Codes for Headquarters Laboratory rctpo-only 8 Source Appro,rrid: Approval U Change of source rTeusi be secured from Hit aaquati:ra Ma:cri,-ds Engineer per 31d Specifications, 10. Approval Withheld: Submn samples for preliminary evaluatVn. 11. Approval Withheld: 5C)L4z1Lf- 1►U1 `C1 Tr/Co "d _A)JI D J,' (s2lJAti1/=IM �('W nvtf- f�fr 12. Remar9<s. Project Engiraeer Distritxrtion Headquarters I oter-ula Eergi"ar Distribution Contractor Z —. HQ Mail;Lab(General File)L___ Dist Oper.Engr.� HQ Mats Lab(Eioc)(at?E&5 Codes) Dist.Mai fi- HQ Mats Lab(Asphalt)(all 9 codes) HQ.ivMats La`r(Docum)ff Seaffle Insp.Office(all S codes) ( )MTrxiatory btstribution Projcd Engine:_ DOT 3CL-091 Other— Rxqiad Ps11 y Ime IYD tn� 4ox S T L Ex 15T C't tZOJJ YlEV /A&x. H a�S 1 i NO EXCEPLON TAKEN D MAKE CD^nRECTION NOTED D REJECTED D REVISE AND RESUBMIT ❑ SUBM71 SPECIFIED MV D Review is ontylD'coMD rnance At—,�N genera'design concept of the projE an0 does not extend to eonsideratiDn of sbw_-Gra'elep'm safety,deaij, compliance wtth cont-an requirements or anj o"ier ob6g2uDn of E eormactor. Any rfrtion shown is subject tD the reQo,ementz of rt plans r (` specihcabVILS CDrrtactD'is respDnsiblE tD con6qnnng aric eDrrela % I dimeruions,tabncatiN ale eonsturbon 1E:htipues.M'dinating hs two with tha'.D'.it''Din*'trades.and the S2tsfactD'y pE 1D'mance of hs C.TJ work in St-in arc0rd2nce wt h eormarl 6XVTwYz ThE review is Dndertakf solely to satisfy engineer's oW,paDons"does no'relieve eDrC-acto ha INS DDlipation My w pe-form C co4narl rep;rremEnts,no,"v such rev* VivE nse tc any ngyC of action a se..In tavo,o'eDrta-log W thud person aga.nst Vx owm! OATS !n' NOLM sT o o -��✓S�C L� ��L S��T S � � r � tt?ST �' 'Z"JsT•Z'L L TiZE�✓c � arc x ��i G 17ow t11 �'`�� tr� To �.P` L��.�✓4;�otir. �r`+'��—s `�. q• �c�L�n �•� �o,�s rye v cry a,� s7 ��!� o � 'TrtENG� �c�x � � �N c �-f s �2� .✓G, v 6,-, • J o1_ LIN _V"c'"01-) I-p-r+ W CA /_jJ 156►► 1y c ---- -- - --- - n, owl z� 'err. oC)Z = Sh " 4 i i NR t' Oc '96 08;4CV-At'l FFN`t P.C�D h1��:HINE�"r' P.1!1 t P.O.BOX 24120-ANSINO,MI 46M EFFlC!_cNL1 ' EFFICIENCY TRENCH SHIELD PRont)CTKON,INC. T FHONE 517.949�820 MOQEL 816 .XLD u;.1 SERIALNUMBER 103423 ;. �1..3 REFTc96+CE TO O=PATIONAL Wm AND HLALTH ADMINISTRATION NUtFS AND REOU,�ATnNS.VOL,54.NO,209,10-31-9.PART 192E,SUBPART P PSF RATING MAXIMUM ALLOWABLE DEPTH OF CUT(FEET) SHIELD SIZE " SOIL TYPE TO BE EXCAVATED rr xwW.L&TERAL TYPE A TYPE B TYPEC EARTH PRESSURE W.0011w.lve Bolt. "UmcohasNe to Soft 0*wstve to HEIGHT LEt�TH CAPACITY AT 25PEFper WesnUlarscE. wbtnorg9dsok (FEET) (FEET) TRENCH BOTTOM tootco&pth. 45PSF per foot 60PSF per toot IN POUNDS PER of depth. of depth. souAAE FOOT JIL16'.. I,17017 47' 2b' 20' LIMITATIONS [WILISE OF TABLE DESCRIPTION DESCRIPTION DESCRIPTION Get.slty clay,sa,'rdy Gay Willi vruwnrtied C4ay with unconnned 1. TRENCH SHIELD TO BE ASSEMBLED AND INSTALLED day,day loam, compressive strength compraaslve 6lrenar AS SHOWN AND IN ACCORDANCE WITH un:vnnr,0 pompassire greater than.5 TSF but Iom than 5 TSF, MANUFACTURER'S 1NSTRUCTiCNdS. str"th 01 1.5 tons per lass than 1.5 TSF. sutxnerped Sarin,tiay Or 6wHte foot Or gr#W ' poheaionl9CL gravel,slit, tradumd rack that k Mt 2. BANK ABOVE TOP OF b'HII=LA TO RE LAID BACK (See n a on ievetse sNt S $ioarn $ r�� (Sao Note 10 on reverse ACCORDING TO OSHA REGULATIONS. sttiel see), sldetY- 3. CONSULT MANUFACTURER WHEN BOTTOM OF SHIELD IS NOT AT TRENCH BOTTOM 4, ADD711(DNAL SHIELDS MAY BE STACKED WITH NO PENALTY IN DEPTH OF CUT_ (( ` 5. DEPTHS OF CUTS SHOWN ARE BASED ON Imo;o" 1'•6" M1Atht. t• EXAMPLES OF VARIOUS SOIL CONDITIONS,VFFIFY ACTUAL SOIL PRESSURES PRIOR TO EACH USE. 6. ANY MODIFICATIONS OR ALTERATIONS NOT ALLOWED UNLESS APPROVED IN WRITING By b EFFICIENCY PRODUCTION,INC. 7. DEPTH CERTIFICATION IS BASED ON SNORT TERM EXPOSURE WITH EXCAVATION OPEN A PERIOD OF TIME EQUAL TO 24 HOURSOR LESS.CONSULT THE MANJFACTURER SHOULD LONG TERM EXPOSURE BE REQUIRED. CERTIFIED BY: W 9g1 EFFKAENCY PRODUCT1 INC, •�,f�HN /�� idcCLURG d ASSOCIATES,Wr_CONSULT]NG ENGINEERS ALL RIGHTS RESERVED FEBRUARv 15.1"1 9 A mANUFAGTURED U4DER ONE Ofl MORE OF THE Fcuow mNG UT.PATENT NUMBERS- t i t D90O G• t334,25B.d28 ONE OR MORE OF THE F9l1.ON'll4{3 ANADIADIAN PATENT NUMBERS:1,OB2,680-1,M2.684 AL USE THIS PRODUCT ONLY IN ACCORDANCE WITH APPLICABLE FEDERAL,STATE,OR LOCAL.LAWS Any use of this product not specifically described on this certification could cause cave-in, collapse,or structural failure resulting in death or serious injury Washington State Department of Transportation REQUEST FOR APPROVAL OF MATERIALS SOURCES CONTRACT: CAG 96-099 ) F.A. NUMBER ; SR- - - DATE 9-18-96 Tobin Street/LA; AV'enue Storm SECTION System Improvement Project, City of Renton ;COUNTY Kinfg SUB CONTRACTOR M. A. Segale, Inc. SUBMITTED By ' Signal For WSDOT Us* See Section 1.06.1 0l Sid Spec.and reverse side for instructions CONTRACT BID ITEM SOURCE P.E. HOTR. FILE BID NO. MATERIAL OR NAME OF MANUFACTURERIFABRICATOR SPECIFICATION AF'PRl APPRt NO MANUFACTURER'S PRODUCT/TYPE OR PIT NUMBER REFERENCE CODE CODE 27, 8 29 Class B Aggregate A-464 Class B Blend Sand A-464 Liquid Asphalt AR4000W Chevron, Richmond Beach 2 I I Liquid Asphalt AR4000W U.S. Oil & Refining, Tacoma r i 12- Asphal for Tack (CSS-1 U.S. Oil & Refining, Tacoma Z I Revise a d Resubmit Make C rrections Na ed [7 See Remarks ❑ j t-- o p ccrrections or cn nments mad on the a no: ei eve I ,i� rfview I {;'�R;wi�:JS CiLr"xl It ,rrar ;,f �' FdliiJS ?iti�, crFC 3tions• his ;%1xJpVq of aerl2rai nIorIW1rC vii t. t?. CLTiC2Lt of the pTolel.i and, —7 ' tr: i;iiormatia+� ;;iveh ii1 !-ra can race �` ter, b!a for. cuntil .+nq �' PROJECT{�t6tt�16E&GhAA^ i� DATE g::;: " DATE co:r2. a^ ' <,f�"�!?t �nd dimensions, �Q/3 W fabric tion processes and technic ucs t _ / constr ction• coor:iinating his work with that e}! a' performing his work in a sate .:J Apbroval Action Codes for use by R GttEswitteerand HQ Materials Laboratory I i1. Source Approved: Acceptance based upon'Satisfactory'Test Report for samples of WKWt RgYporated into project.. ! 2. Source Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Source Approved: Submit Catalog Cuts for'Approval' prior to us of material By a. Source Approved: Submit Shop Drawings for'Approval'prior to 5. Source Approved: Only materials identified'Approved for Shipment'by WSDOT Fabrication Inspection Office prior to shipment to be used. i 6. Source Approved: Materials to be certified as either 100%American manufacturer or identification of foreign manufacturer and materials cost within the permissible limits for the project(See Special Provisions). 7. Approval Pending: Request Transmitted to Hdqtr. Lab.for Approval Action. j S. Source Approved: -&M ��0i p T� R�Sv Lrj cl- ,9Rc,43I.o I S � � MEN � `< A5 �i,A-+�' Cz,vi��t REMARKS: / f:. o-t,k, wt�r/J),v I 10 lOP►yS f°Rla� TO �/qc PAf/iN(r uf��/2A*rlci... AL i Approval Action Codes for Headquarters Laboratory use -only 9. Source Approved:Approval of Change of source must be secured from Headquarters Materials Engineer per Std.Specifications. I 10. Approval Withheld: Submit samples for preliminary evaluation. 11. Approval Withheld: 12, j REMARKS: i PROJECT ENGINEER DISTR:BUT!OE. HEADQUARTERS MATERIALS ENGINEER DISTRIBUTION Contractor,_ HO Mats Lab(General File)Z Dist.Admin.,L_ HQ Mats Lab(Elec)(all E&S Codes) Dist. Mats HO Mats Lab(Asphalt)(all B codes) HO. Mats Lab(Docum),f _ Seattle Insp.Office(all 5 codes) ( )Mandatory Distribution Project Engineer Other DOT3S0.071 Revised3190 Supersedes Previous Editions - _ - ✓t_-cV1iti�. _Gt:.:5 2SJLT ,,F;;-,�_ = -- I_uri i Stuts Davartment of Trunsportatibr. - Materials Laboratory PO Box 1b7 Olympia / 1655 S 2nd Ave TUmwater / WA 98604 ' BITUMINOUS SECTION TEST REPORT WORK ORDER NO: 004766 TEST OF: H. C .P. JUB MIX DESIGN CLASS A AND B LAB ID NO: 0000112215 DATE SAMPLED: TRANSMITTAL NO: 1.5768.3 c DATE RECVD HQS: 02/02/96 MIX ID NO: G7767 SR NO: 405 BID ITEM NO: SECTION : TUKWILA TO FACTORIA SC&DI - STAGE 1 Mat ' l : MIN . AGG. FINE AGG. BLEND SAND Combined Specifications Source : A-46'4 A-464 A-464 Ratio : 82 . 0 % 8 . 0 % 10. 0 % 100% --- 100 .0. 100. 0 100 . 0 100 3:/4 100 .0 100. 0 100 . 0 100 100 1/2 99 .0 100 .0 100 .0 99 90-100. 3/8 83 .0 100. 0 100. 0 86 75-90 1/4 64 .0 98 . 0 100. 0 70 55-75 10 29 . v 46 . 0 73 . 0 34 30-42 40 13 ..0 16 . 0 27 . 0 14 11-24 200 5 .30 6 . 40 2 . 00 j 5 . 1 3-7 -*-*-*-*-*--*-*-*-*-*-*-*-*-*-LABORATORY ANALY SISm'�-'�-'�-*-*-'�-*-* I I Asph % by wt of 'Total Mix: 4 . 3 4 . 8 5 . 2 5 . 7 6 . 1 6 . 05 Stabilometer "�S" Value : 41 44 j43 40 39 32 Cohesiometer "G" Value : 154 178 I'I1164 186 184 188 Density ( lbs/cf ) : 144. 1 145 .8 l47 .0 147. 4 147 .8 148. 6 % Voids - Volume in Mix: 7 . 3 5 -6 ; 4 . 1 3 . 2 2. 3 1 . 1 % Voids in Mineral Age: 15 . 5 14 . 9 114. 6 14 .8 14 .9 14. 9 Max Density from Rice : 155 . 2 1163 . 7 152 . 9 ' *-'r_*-*--*LOTTMAN STRIPPING 0% 1/4% j; 1/2% 3/ % 1% CHEVRON V> sual Appearance: NONE NONE NONE NONE NONE * Retained Strength: 76 93 95 97 93 SOUND Visual Appearance NONE NONE NONE NONE NONE h Retained Strength 76 90 95 90 95 I I U- 3 .01L, Visual Appearance NONE NONE NONE NONE NONE * Retained Strength 72 100 102 106 97 Supplier CHEVRON POUND iU. S .OIL RICHMOND BEACH W. Asphalt ( by tot-aI min; ) 5 . 2 5 . 2 5 . 2 ,Grade of Asphalt AR400OW AR400OW , AR400OW Y Anti Strip ( by ~~t asNh ) 0 . 25 ') . 25 0. 25 Type of Anti Strip ARR-MAZ ARR-MAZ ARR-MAZ Rice Density lbs/c:i 153 . 7 1�3 . 7 153 . 7 I NUCLEAR CALIBRATION NUMBER: 01099 NO NO M1X 11) NUMBER: 7767 CAILIB CALIB Remarks : Headquarters : T160-1 Comstruction Engineer x T166- Materials File x T172-2 Dennis C . Jackson, P.E. General rile x T175- `•ACrials Engineer Bituminous Section x By,, Dennis M. Duffy, P.E. (.;- ,� Region : Northwest ( 3, 753-7107 Administrator 41 x ,I Date:, Materials Engr 41 x PE : K. HENRY x( 2 ) LETTER OF TRANSMITTAL Date: October 1, 1996 To: Mike Skagen D.A. Zuluaga Construction, Inc 652 SW 143rd Seattle, WA 98166 From: Scott Woodbury, P.E., Project Manager City of Renton Surface Water Utility 200 Mill Avenue South, 4th Floor Renton, WA 98055 SUBJECT: TOBIN/LAKE STORM IMPROVEMENT CONTRACT CAG-96-099 MONUMENT COPIES TRACKING DESCRIPTION DRAWING ACTION SUBMITTAL NO. NO. RECEIVED 2 136 Monument Std. Plan MCN(1) 9/24/96 H031 Explanation of Action: NEN(#) No Exceptions Noted (See Remarks Below) MCN(#) Make Corrections Noted (See Remarks Below) RAR(#) Revise and Resubmit (See Remarks Below) R(#) Rejected (See Remarks Below) Remarks: 1 . Per the standard plan, the castings are to be class 40, not 30. A brass cap is to be used per the standard plan and the distance from the brass cap to the top of the cover is to be 6". Adjustment to grade is to be per the contract, not as shown in the submittal. U:65250:SUBREPLY:96-006:SW cc: Steve Pinkham Cp No Exceptions Noted C Revise and Resu?Omit 0 See Remarks O Make Corractions Nc-ed Corrections or comments male On dravrings during this rzvi4w contractor from cnm?!iar: rsi' r the draw;nus and for review of - ,. . concept 0fi the pry; cr tsss� �f, the inforr,}atior� giver: iri ii'+ c Sri The contractor is respensit, `0.. correlating all Guai,tities and dir: fabrication processes ?nd a- construction; coord;nating his. work Vdt, t other trades; and performing his V%I- satisfactory manner. crry OF RF = T0N q 1 Date /V Ey (�c -- -- "HE CAS7_1 C`-_L F6:_ C:,J.Y -- "i CASTING .:S A-<8,CL tSS 30. � -� '��;�, I �'":�1;` • THE COVER AND S LT S:-4A.LL BE WACHIMED SO i •fS TO }-:AVE PERFECT C047ACT AROV140 -WE 1 1141� !i ENTIRE CIRCL 4FERENCE 4NZ) FULL w10TN .m � ,D �` i� �",, I:-a �� Z.; � ii � OF SEAPING SURFA.11 ^..E. .LPPRO'_`M:ATE WEICHTS ET71A :aARD SECTiCMt OF LETTER,`, \". �Q 4, CASE 60 LCS. � - `,�� COVER 19 LFS. r .-.1�1 ' • :,-_�_-- TOTAL 79 L3S. i FLAN OF CCV`R. PORTLAND ASPHALTIC CONC. CEMENT Cows. <s a ."R. PAVEMENT. •Q PAVEW.04T _GO,+CRETE; -ax �� n�:a i�� - -_ - '-: NOTES: 'm \� 5''b R. T K'Ir2E Z` OR T40C.Wimr- Opt r a N =::...: �- -.• x. �:• _:rt?_ CRUSHED CONCRETE SHALL � I ROCK BE .CLASS A. MIXco A 12 LEP.GTH OF Z 61 It THE f43WUI:Z T ri DO NOT SCALE �- - SATHER ANUFACTUR( «G CO., INC. 3230 McDOUGALL AVE. EVEREM WASHINGICN 76201 "Hc C�.STING ..STM. =5:::.�.:'fti l.-CBCL�SS3.'0. ' �- ,;' �i"� I ':��`\\•� THE COvr'.R AND SZ17 SHALL BE {„tCf{INEJ SO --,- ii,% �,�:� •� AS TO PAVE PLRFE:CT CONTACT ARO 140 WE 4' � � p ENTIRE CtRCL:,_:I'ERENCE u•1D FULLK'IDTH 1 •� FA `i ` "Q �� a it i Or 8=%.?1NG SUnF6:E. .d :1 ;' �, .LPPROXI;.:.ITE wEICH ST. ),Z: Rp ScCTtCNJ OF LETTER CASE 60 LCS. - v , P� .^N - COVER 19 L_S. ' TOTAL 79 LDS. 3. • r'L�C:�l QF COV�rZ. PORTLANO , ASPIHALTIC CONC. CaMENT CONC. - �S R PAVEMENT_ _ A"'st P.+vEV.ENT. a C�..'�c : .` 1 � vUt`�� i j HR�IZl NOTES: •m K iRELLI >` OR TT.GK. CONCRETE SHA.LL ROCK 1. BE .CUSS A. MIX b A 12 L E;J G TH OF Z q::: c 57EEL E=..R SLALL BE PLACED IN THE Mf3NUI:rN7 DO NOT SCALE SAT HER At,,4UFACTURING CO., INC. 3330 MCDOUGALL AVE. IVEREM wASHiNG1CN :3201 LETTER OF TRANSMITTAL Date: September 30, 1996 To: Mike Skagen D.A. Zuluaga Construction, Inc 652 SW 143rd Seattle, WA 98166 From: Scott Woodbury, P.E., Project Manager City of Renton Surface Water Utility 200 Mill Avenue South, 4th Floor Renton, WA 98055 SUBJECT: TOBIN/LAKE STORM IMPROVEMENT CONTRACT CAG-96-099 CPEP STORM PIPE COPIES TRACKING DESCRIPTION DRAWING ACTION SUBMITTAL NO. NO. RECEIVED 2 115-118 CPEP Storm Pipe (8"-24") 2-4 NEN(1) 9/24/96 Explanation of Action: NEN(#) No Exceptions Noted (See Remarks Below) MCN(#) Make Corrections Noted (See Remarks Below) RAR(#) Revise and Resubmit (See Remarks Below) R(#) Rejected (See Remarks Below) Remarks: 1 . The contractor is advised that the storm sewer system will need to be tight enough to pass the testing requirements of Section 7-04.3(4)A. Any storm sewer installation failing to meet the testing requirements will have to repaired/replaced at no expense to the Contracting Agency. The "ADS Series 35" fittings were proposed by the contractor for use with the 8" pipe only. These fittings may be used for all CPEP pipe sizes. U:65250:S UBREPLY:96-004:SW cc: Steve Pinkham `=3 ;ted 03 Revise and Resuh-nit ^- t Noted we :...._. �:�'f �•eifint;r, .;� his '.r;.n i;r _ ,. _, CITY OF REN T O'ev qq Dote /I3o/ gC______ By /'�'� .:y .� •-t •a,►. '•sty � ..- - i. ut .. U-951 -�..q• — �!c.�.r-,rrJ'� 3 � � -.�• '�t-I 'lh�W`. -c41ti �^''�:,t•�t��ri��i►i� �`��^-w. rJ _1� ,.5�' le qt 7.7 me way to Z•i y p^ :r a"+� Y�-:, •.. 4- �, Sr,.!r_-�'�i,.:r7 �,,.�4 xs.r a. c_'j fs� t„vfya,- � _ S"t .. _'`' �i• s.M. �•-- ' +y # Join _ Revolutionthe HDPE _ 1 _ `L��.� ,a\ � � � °.r .:I. Y. a.� { �{• PRO LINK WT- SERIES 35" An economic21 water tight joining system. The pwnilm water tight jcvnt with 0-ring gasket for sanitary sewer and other demanding applications. AVAILABLE rOON e PRo LINK WT 12"-2411 PRO LINK WT` 30"-48" sizes: • Availabe for SELUBELL NON NON-CLEATED INTEGRAL pipe sites COUPLER WITH WELDED BELL COUPLER 4"to 24" 0-RING GASKETSP,"I to WITH 0-RING GASKET Benefits: •1;igh performance Sizes: •Available for Sizes: • Available for • Etim;i sates Pipe sizes pipe sizes exfi:tration/ 12-to 24" 30"to s$" infiltration Benefits: • Minimizes Benefits: •Minimizec • pull ccmpliment exfiltralloW exfiltration/ of ydsketed inflitratlon infiltration fittings for total system cosign •Cast effective • Cost effective and instillation fiexibility Applications: • Water tight Applications: • Water tight storm sewers Ctorm GQwers Appticationst: •Sanitary sewer or other or other systems write: tight watar tight •Water tight applications applications storm sewers Gravity flow •Gravity flow irrigation irrigation Performance/ Specifications:•Thermo-molded Performance/ Performance/ in compliance wnn Specif;aetioncs• ASTM D371P Specificationst•AASHTO ASTM D3034 joint tested at M294 ASTM F1336 10.8 psi ASTM D3212 •AASHTO M29h ROMEO= rihe JWS ." manhole The ADS polyethylene manhole The hydraulically efficient ADS base TbesysteM meets exacting design and qudlily designed e3pC&Illy for sanitary standards for long life and corrosion, sewers eliminates turbulence and loments resistance.Tire strength, durability, prevents build-up encountered in Pet- hydraulic efficiency and ease of bottom concrete manholes.Gaskets installation characteristic to ADS provide a watertight connection with pipe are integral with the manhole. one or more elevation sections.To Manufactured with thick walls for avoid risk df infiltration or exfiltration N-12"HDPE pipe the gaskets and thermo-molded rough conditions and deep burial fittings make the manhole watertight. ADS N-12 pipe offers an unmatched depths, ADS manholes have been Vacuum testing is an excellent combination of strength and durabiii- tested under a variety of conditions, proof-test. ty with outstanding flow capacity. The manholes can perform uucx*_-S6- ManufaChrred with HDPE resins, fully in areas subject to H-20 live An important safety N-12 offers superior resistance to loads aril are proven in traffic and consideration, the lightweight attack and corrosion from non-traffic applications, polyethylene manhole sections— chemicalunlikp concrete--Can be lifted and soils or effluents with a pH range of installed by hand. 1 to 14. AVERAGE ABRASION VALUES ADS manholes wn tie umr d wit i any N-12 pipe is a proven performer,even w 3.5 type pipe up to 36 inches in diameter, in harsh landfill Canditiona Its strength a e n� aETCEco ADS N-12 polyethylene pipe further is test-proven at fill heights of more W 2S ensures a tight, easy-to-assemble than 100 feet. It offers superior ° 2.0 connection. resistance to abrasion, prover.in 1,5 tough mining inrti Istry applications WJ M ,.a ,� us wn0 Fire and in tests with the most aggressive 212YI710 molded sewer cleaning tools, 0 2000M 40000a aocaoa NUMSEROP'-OAD CYCLES N-12 HDPE is highly impact resistant, and urialfeuled by cold temperatures. It can be installed in winter weather A complete line of gasketed PVC —unlike 11VC which i3 subfoct to RECOMMENDED USE pH RANGE joints and fittings provides the water breakage at 10-200F. ApH range from•,o to ia. tight link in the ADS System.All are w03 PIPC manufactured in accordance with ADS N-12 pipe, and all system the requirements of ASTM 0 3034 components, are delivered to the , in 4"-24" diameters. sanitary sewer Job site ready to ACID eAse install. Pipe diameters of 4'to 24" Total system design and installation can be ordered in 13'or 20' lengths. ADS N-12•-PIPE$nFFNESYP flexibility is offered through a full Sections can be easily field-cut as MINIMUM STIFFNESS PSI complement of couplings,tees, needed,and du iwl require beveling PIPE wyes, bonds, ram and adapters. —another advantage of PE. Each DIArvIETER PSI Besides linking all components of pipe joint includes factory-installed 4-"'. 50 the AUS system,the quality fillinys gaskets and a coupler, ready to tube 10„ 50 can adapt PVC pipe or other and pu;h connect. 12" 50 component rrrateriafs with the ADS 15" 42 System products. 1 gM 40 24" 34 NIL ___im" '' '� _ Fitting and gasket installation—ADS N 12 Pipe 4" filough 24r' pipe Pwduct1. ASTM F 405, Standard 1.N-12 pipe must be cut in the Specification for Corrugated corrugation valley. a �„ Polyethylene Pipe and Fittings 2.Gaskets should be placed in the cLci1s v and 2.ASTM F 567, Standard first full corrugation valley. Specification fnr large Diameter 3,all gaskets must he oriented so .r EIJC&on Corrugated Polyethylene Pipe that the white striped side faces the and Fittings joint. 3.AASHTO M 252,Standard 4.With gaskets in place,use ADS - Specification for P ge Pipe pipe lubricant liberally on tho gasket Corrugated Drainage Pipe and fitting bell. 4.AASH 10 M 294,Standard 5, Push pipe into fltting or bell. Specification for Corrugated Be sure to apply pressure evenly Polyethylune Pipe,12"to 36" when Inserting. diameter 5.ASTM D 2321 ADS MA2-PrPE SnFVNESS ADS regional engineers are available MINIMUM PIPESTIF7NESS for technical assistance To ensure PiPEMAMETER FOUNUSANCKVCK maximum performance,ADS pipe 4.6-8" 50 should be installed in accordance 10 50 with the requirements of ASTM rn 2321 —Installation Practices for 12" 50 Thermoplastic Pipe, 15" 42 1.Crushed.;tone,gravel Or 16, 40 compacted soil backfill material should be used as the bedding 24" 34 and envelope material. — 2.The corrugated pipe should hp laid on grade,On a layer of bedding WEIGHT POUNDWHEAR FOOT material. Envelope material should be well compacted in six inch layers ' iOW� IEh Ao3 connvcn*o � MDPf PIPE' under the haunches,around the sides and above the pipe to the 4" .4 recommended minimum height of 61f .g the cover. g" 1.5 3. Eithor flexible(asphalt)nr rigid 10" 2.0 (concrete) pavements may be laid as part of the minimum cover 12" 2.5 requirements. 15" 3.1 4. Site=editions and availability of 18" t3 t3 bedding materials often dictate the type of installation method used. 94" 11.5 _ S.The load-bearing capability and 'occwoES COUPLES deflection control of all flexible conduits are dependent on the type of baeKflll matur iai used and the degree of compaction achieved. Crushed stone and gravel materials typically reach a compaction level of i go 05%AASHTQ standard density without compaction. ♦ s ♦ t�s c •°• •''J a. i? S �}�,,•o-=]`.�.it � -.1� ,i�iy9 ,r.,t,. J. ` '1t. +•/ t I J 1. t '� •'' .� �rT,'� +fir ,� L �1 +~�• '•MON., ilv 00 ` •i, .r,. ••5'J 1 J. I �fr J 1 t ' ; .I r � � er_,la 1, .,' rlfi, ��s i�l.�cfy`1VJ r _ rr•TJ� �'t•��y c. 1',�.55 � ;y !♦ t � ,11 • : - tLi ' �'S�� ,�� 'r.• y i.ail I,c t JJ tw ,z1 ••f�,' \�1 i �p'�"•�•'':'T!'if'��51/.:•'j - 1 t� f�� [ fir,,.'i.a ,I.�+ L/'a•. 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'1 '• Ir��} t:r'd��r ;r J li: c°: ') it - ��0}1}``7Sy�f�.'�ii;� F r s�i i c ♦ r J5 J t I ' :`S� •I �i L>>t t cr le, 1 r�tilt� . f f{ ��:c^.''C�i•hi�^�'»r++e�S✓.?r. f1�t, ' 1'�'•/' �...` J\ �l j 1 •�j JJI155 it t :•\. r i l I '7!1 t Sri '1i 1.':� 1 t � •�1''t ��,(((yyy rr/i IS -ti!1(( I�• 1,�'i�', � r t 7.• •� N��,1,tl�i� J4 rrt.•' .. ,S/ t'�Y•',� I 3�1,,� !l. r/ u: ,. 1 5 T.'i..r, !1�}y4 �',�•♦. .. - . �` Atll a .i 14e I. J ! •1 •.••rye•.. ,1.1�• .l I' '�' ,�� 1 rr '�• ', �) 11 t. .`' t •I ':+. fi' '1 . ''S tt� ,�ltit�.f! ,I �;'l�•-r ,e,1� •'7 f+ i�..!;,5i.r�.�u�J.ci� .•:1r:�•f'{fit; .�4,ier'o:,1.+.• d1. i5 .! ' •L '-I' 1f lt�j +f + +S♦i : I , .'1` / I I •,1 i t ;J ..L�.• r I •1•D r, J .r c t••R'i .,s.�r. :i'.r, �r4 ,} q!',,Kjt'!•+ a �`.'��.1. Tflrri q•/ t. > .'4 .� .I. c,':r PRO LINK WT- SERIES 35` An economical wafar tight joining system. The,Premium water tight jcvnt with 0-ring gasket for sanitary sewer and other demanding applications. AVAILABLE SOON v� � µr y I j1 ill f4 .Y P1710 LINK WT' 12'� PRO LINK WT` 30"—48" Sizes: •Availabe for BELUBELL NON-CLEATED NON-CLEATED INTEGRAL pipe size COut'LER WITH WELDED BELL COUPLER 4"to 24" 0-RING GASKETSer'1GS LoS WITH 0-RING GASKET Benefits: •I;igh performance Sizes: •Available for Sixes: • Available ;or • Etim;1late$ Pipe sizes Pipe sizes exfi'.tratiort/ 12-to 24" 30"to 35" infiltration Benefits: • Minimizes Benefits: •NlininI • pull compliment exfiltration' exfiltration/ of yd-�iiated infiltration infiltration fittings for total sy3tern cesign • Cost effective • Cost effective and installation Applications: • Water tight Applications: • Water tight flexibility storm sewers storm III App;icationn! • Sanitary sewer or other or other systems wale: 9 11: YvAtar tight applications applications •Water tight •Gravity tlotiv •Gravity flow storm sewers irrigation irrigation Perfarmancel Specifications:•Thermo-molded Performance/ Peecirmancel in compliance witn ilpecMeeticna+•ASTM D191P Specifications;•AASHTO ASTM 03034 joint tested at M29?- ASTM F133e 10.8 psi ASTM 03212 •AASHTO M294 The ADS mcuihoze The sysbm The ADS polyethylene manhole The hydraulically efficient ADS base meets exacting design and quality desigred e3pecially for sanitary standards for long life and Corrosion sewers eliminates turbulence and reSlstanCe•The strength,durability, prevents build-up encountered in f1Rt- m&mnts hydraulic efficiency and ease of bottom concrete manholes.Gaskets installetion charactcristic to ADS prow.A watertight connection with pipe are Integral with the manhole. one or more elevation sections.To Manufactured with thick walls for avoid risk of infiltration or exfiltration N 120 HDPE pipe the gaskets and thermo-molded rough conditions and deep burial fittings make the manhole watertight. ADS N-12 pipe offers an unmatched depths, ADS manholes have been Vacuum testing is an excellent combination of strength and durabili- tested under a variety of conditions, proof-test. ty with outstanding flow capacity- The manholes can perform suuuess- y with outstanding Ured with HDPE resins, fully in areas subject to H-20 live An important safety' ManUfN-12 offers superior resistance to loads and are proven in traffic and consideration, the Iightwelaht attack and corrosion from non-traffic applications, polyethylene manhole sections— chemicalunlika roncrete—Can be lifted and soils or effluents with a pH range of installed by hand. 1 to 14. AVERAGE ABRASION VALUES ADS manholes start tre used with any N-12 pipe is a proven performer, even w m type pipe up to 36 inches in diameter. in harsh landfill COndition:x Its strength ¢ �_a n��aEao ADS N-12 polyethylene pipe further is test-proven at fill heights of more ro 25 ensures a tight,easy-to-assemble than 100 feet. It offers superior ° 2.0 connection. resistance to abrasion, prover.in ''s tough mining inrti lstry Applications � i 0 a` u.s wua Fire and in tests with the most aggressive � r�,�� ,,1 ,.,a sewer cleaning tools, 0 200= 4=0 aocooa ThQZMd molded i LIM8ER OF'-OAD CYCLES N-12 HDPE is highly impact resistant, and uridfieuted by cold temperatures. It can be installed in winter weather A complete line of gasketed PVC —unlike l VC which i;, Subject to RECOMMENDED USE pH RANGE joints and fittings provides the water breakage at 1 b-20°F. A pH range from 1.0 to 14. tight link in the ADS System. All are ADS N-12 pipe, and all system wO3 PIFC manufactured in accordance with the requirements of ASTM D 3034 components, are delivered to the , , ,= in 4"-24"diameters. sanitary sewer job site ready to ACID sase install. Pipe diameters of 4'to 24" Total system design and installation can be ordered in 13'or 20' lengths. ADS N-1S"PIPE SnFFXFWS flexibility is offered through a full Sections can be easily field-cut as MINIMUM STIFFNESS PSI complement of couplings,tees, needed,and du rrul require beveling PIPE wyes,bends, rnM And adapters. —another advantage of PE. Each DIAMETER Ps' Besides linking all components of pipe joint includes factory-instaallcd 4 50 the AUS system,the quality fitlinys gaskets and a coupler, ready to tube 10„ 60 can adapt PVC pipe or other and pur,h connect. component uratadals with the ADS 12„ 60 15" 42 System products. 18" 40 24" 34 l FitUrQ crud gcmket insbdUarhon—ADS N 12 Pipe 4" U ugh 24' pipe PmductS ASTM F 405, Standard 1.N-12 pipe must be cut in the Specification for Corrugated corrugation valley. Polyethylene Pipe and Fittings 2,Caskets should be placed in the i Z ASTM F 667, Standard first full corrugation valley. dkdailcv Spocification for large Diameter 3.All gaskets mi lst ha oriented so ftistcfflcffi. � Corrugated Polyethylene Pipe that the white striped side faces the and Fittings joint. guideUhj�s. 3.AASHTO M 252,Standard 4.With gaskets in place,use ADS Specification for Polyethylene pipe lubricant libcrally on tho gasket Corrugated Drainage Pipe and fitting bell. 4.AASH 10 M 294,Standard 5. Push pipe into fitting or bell. Specification for Corrugated Be sure to apply pressure evenly Polyethylene Pipe, 12"to 36" when Inserting. diameter 6. ASTh4 D 2321 ADS HA2-PIPE STIFFNESS ADS regional engineers are available MINIMUM PIPE STIF=NE55 for tcchnical assistance To ensure PPE LAMETEA POUNDS✓:NCKINCK maximum performance,ADS pipe 4.6-8" 50 should be installed in accordance 1e., 50 with the requirements of ASTM 0 2321 —Installation Practices for 12" 50 Thermoplastic Pipe, 15" 42 1.Crushed stone,gravel or 18. 40 compacted soil backfill material should be used as the bedding 24" 34 and envelope material. — Z The corrugated pipe should hip laid on grade,on a layer of bedding WEIGHT POUNDWNEAR FOOT material. Envelope material should TeO be well compacted in six inch layers "�'0ED1�"c'E� A09Kn°f1 PPE' undoor the haunches,around the s� sides and above the pipe to the 4" .4 recommended minimum heightof 6" g the cover. 8" 1.5 3. Eithor flexiblo(asphalt)or rigid 10" 2.0 (concrete) pavements may be laid as part of the minimum cover 12' 2.5 requirements. i 5" 31 4. Site cul Iditions and availability of 18" $ bedding materials often dictate the type of installation method used. 94, S.The load-bearing capability and -occwoes COUPLER deflection control of all flexible conduits are dependent on the type of bacK1111 mates ial used and the degree of compaction achieved. Crushed stone and gravel materials typically reach a compaction level of ' go 05%AASHTO standard density without compaction. LETTER OF TRANSMITTAL Date: September 27, 1996 To: Mike Skagen D.A. Zuluaga Construction, Inc 652 SW 143rd Seattle, WA 98166 From: Scott Woodbury, P.E., Project Manager City of Renton Surface Water Utility 200 Mill Avenue South, 4th Floor Renton, WA 98055 SUBJECT: TOBIN/LAKE STORM IMPROVEMENT CONTRACT CAG-96-099 DUCTILE IRON PIPE (8" AND 12") COPIES TRACKING DESCRIPTION DRAWING ACTION SUBMITTAL NO. NO. RECEIVED 2 113/114 Ductile Iron Pipe (8" and 12") 2-5 NEN 9/24/96 Explanation of Action: NEN No Exceptions Noted MCN(#) Make Corrections Noted (See Remarks Below) RAR(#) Revise and Resubmit (See Remarks Below) R(#) Rejected (See Remarks Below) Remarks: None. U:65250:SUBREPLY:96-003:SW cc: Steve Pinkham PSC I PC O I r o n P i p e C o m p a n y *No Exceptions Noted 0 Revise and Resubmit ❑ See Remarks ❑ Make Corrections Noted Corrections or comments made on the shop drawings during this review do not re±i :ve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concapt of the protect and general compliance with the information given in the contract documents. The contractor is responsible for: confi:fling and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; and performing his worst in a safe and satisfactory manner. CITY OF RENTON Date 7A 7 N6 By S�AJ-rt4i4 4 1 R 0 N P 1 P E In each of the following organizations, standards are developed by committees consisting of consumer, general Interest and manufacturing members: ■ American National Standards Institute (ANSI) ■ American Water Works Association (AWWA) ■ American Society for Testing and Materials (ASTM) ■ National Fire Protection Association (NFPA) For ready reference, standards for ductile iron pipe are listed below: Standard Designation Subject Covered ANSI/AWWA C150/A21.50 Design ANSI/AWWA C151/A21.51 Water Pipe ANSI/AWWA C110/A21.10 Fittings ANSI/AWWA CI11/121.11 Rubber-Gasket Joints ANSI/AWWA C115/121.15 Flanged Pipe ANSI/AWWA C104/A21.4 Cement-Mortar Linings ANSI/AWWA C105/A21.5 Polyethylene Encasement for &ASTM A674 Ductile Iron Pipe AWWA C600 Installation ASTM A746 Gravity Sewers NFPA Outside Protection 24 Fire Protection Piping Pacific States ductile iron pipe meets and exceeds the requirements of all of the above national standards relating to pipe manufacture and performance. MECHANICAL JOINT P(pe Out- Gland Size Thickness side tDimension in Inches Bobs Bell Bolts Inches Inches Dia- Weight Gasket From To miner B J Kr K3 No. 'Ine Lei gth Pounds WouPounht ds ac 3 .25 .40 3.96 2.50 6.19 7.62 7.69 4 'A 3 11 7 4 .26 .41 4.80 2.50 7.50 9.06 9.12 4 -4 31h 16 10 6 .25 .43 6.90 2.50 9.50 11.06 11.12 6 V. 31h 18 16 13 8 .27 .45 9.05 2.50 11.75 13.31 13.37 6 3/4 4 24 25 K. J s I N�inol-I 10 .29 .47 11.10 2.50 14.00 15.62 15.62 8 3/4 4 31 30 Length 14 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/4 4 37 40 Ks 14 .33 .51 15.30 3.50 18.75 20.25 20.25 10 3/4 4'h 61 45 16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 3/4 41h 74 55 18 .35 .53 19.50 3.50 23.25 24.75 24.75 12 3/4 4112 85 65 20 .36 .54 21.60 3.50 25.50 27.00 27.00 14 3/4 41h 98 85 24 .38 .56 25.80 3.50 30.00 31.50 31.50 16 3/4 5 123 105 tWeght shown for regular Grey Cast Iron Follower Gland.Corten Bolts and rubber gasket. Standardized Mechanical Joint Pipe has a nominal laying length of 18 ft.Actual laying length averages 18 ft.3 in.for 6 in.thru 24 in. and 20 R.for 3 in.and 4 in. MON JOINT Pipe Thickness Outside She In. Dia- tDimension In In. Bell In. meter Weight From To In. A B C D E Pounds 3 .25 .40 3.96 9 - 4 .26 .41 4.80 7.10 1.10 4.91 3.15 5.64 11 sll 6 .25 .43 6.90 8.63 .81 7.01 3.38 7.74 13 ® 8 .27 .45 9.05 10.94 .89 9.17 3.69 9.98 20 D Nominal-) 10 .29 .47 11.10 13.32 1.05 11.22 3.75 12.03 27 A C E Larlea 12 .31 .49 13.20 15.06 .88 13.32 3.75 14.13 31 �( 14 .33 .51 15.30 17.80 1.19 15.44 5.00 16.64 61 16 .34 .52 17.40 19.98 1.22 17.54 5.00 18.74 65 18 .35 .53 19.50 22.00 1.18 19.64 5.00 20.84 74 20 .36 .54 21.60 24.12 1.19 21.74 5.00 22.94 80 24 .38 .56 25.80 28.43 1.25 25.94 5.00 27.14 101 tThese figures are for class 56 pipe. Tyton Joint Pipe has a nominal laying length of 18 h. Actual laying length averages 18 ft.1'h in.for 6 in.through 24 in. and 20 ft.for 4 in. FASTITE JOINT Pipe Thickness Outside BL Size In. Dia- tDimension in In. In. meter D Loryl_ From To In. A B C D E A C E 30 34.95 2.80 32.15 6.50 33.47 36 41.37 2.92 38.45 6.50 39.77 SUPER-LOCK RESTRAINED TYTON JOINT Joint Deflection A B Accessories Retainer Size In. Pipe Retainer Weight - TTton Bell w/ 4' In 18ft. O.D. O.D. lbs. Cost-Oa Lags 6 6.90 11y. 20 8 9.05 101; 35 - 10 4° 15 11.10 163/. 45 12 13.20 191A _. 60 A B 14 15.30 213/4 85 Dia. Dia. 00 Lock Ring TJ Gasket 16 19.50 6 1 18 3° 11 1 . 0 28% 145 4 20 21.60 2e 1 70 77-7 24 25.80 333/4. 290 30- 32.00 40'h 495 .. Pressure Rating:350 psi.Pressure rating is limited to the rating of the pipe In the 20,24,and 30 in.:sues:Pipe;retainer,and lock ring are ductile iron Pipe shipped with lock ring welded in place and retainer secured to plain end with hook bolts.WeghUndudes lock ring retauter retainer_lock roll pin,and gasket.Tite oskets,lubricant,retoinei lockr,and rotl ^ pru are shipped to a separate contoin6i. 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Mo aaaaaav 3ie4ieooe9999i AiXie3ic3e3e�i�i e YY1I 0 c� s ��_ RI�RR�RR rrn�rrr 000O SN- r-oU r 1 PSCIPCO I r o n P i p e C o m p a n y ANo Exceptions Noted 0 Revise and Resubmit 0 See Remarks 0 Make Corrections Noted Corrections or comments made on the shop drawings during this review do not r6ieve contractor from compliance with requirements of the drawings and specifications. This check is oniv for review of general conformance with tite do:;;un concept of the project and general compliance with the information giv:n in the contract docvmerls. The contractor is responsible for: cc-nfl.41ing -end correlating all quantities and dimensir,s; arlectir;g fabrication processes and is chrii,ues of construction; coordinating his work with tl.at of 111 other trades; and performing his work in a safe and satisfactory manner. CITY OF RE[!o ON Date y/271 C ey 7 1 R 0 N P 1 P E In each of the following organizations, standards are developed by committees consisting of consumer, general interest and manufacturing members: ■ American National Standards Institute (ANSI) ■ American Water Works Association (AWWA) ■ American Society for Testing and Materials (ASTM) ■ National Fire Protection Association (NFPA) For ready reference, standards for ductile iron pipe are listed below: Standard Designation Subject covered ANSI/AWWA C150/A21.50 Design ANSI/AWWA C151/A21.51 Water Pipe ANSI/AWWA C110/A21.10 Fittings ANSI/AWWA C111/121.11 Rubber-Gasket Joints ANSI/AWWA C115/121.15 Flanged Pipe ANSI/AWWA C104/A21.4 Cement-Mortar Linings ANSI/AWWA C105/A21.5 Polyethylene Encasement for &ASTM A674 Ductile Iron Pipe AWWA C600 Installation ASTM A746 Gravity Sewers NFPA Outside Protection 24 Fire Protection Piping Pacific States ductile iron pipe meets and exceeds the requirements of all of the above national standards relating to pipe manufacture and performance. MECHANICAL JOINT Pi Ovt- Gland Size Thickness side tDimension In Inches Bolts Bell Bolts Inches Inches Dia- Weight Gasket From To miner B J K, K, No. In. Length Pounds Pounds 3 .25 .40 3.96 2.50 6.19 7.62 7.69 4 % 3 11 7 4 .26 .41 4.80 2.50 7.50 9.06 9.12 4 34 31h 16 10 6 .25 .43 6.90 2.50 9.50 11.06 11.12 6 3'. 31h 18 16 9 8 27 .45 9.05 2.50 11.75 13.31 13.37 6 _Y4 4 24 25 K, J s I N qu nal I 10 .29 .47 11.10 2.50 14.00 15.62 15.62 8 3/4 4 31 30 LayiLaying 12 .31 .49 13.20 2.50 16.25 17.88 17.88 8 3/44 37 40 K3 th 14 .33 .51 15-30 3.50 18.75 2025 20.25 10 3, 41h 61 45 16 .34 .52 17.40 3.50 21.00 22.50 22.50 12 34 41h 74 55 18 .35 .53 19.50 3.50 23.25 24.75 24.75 12 34 4112 85 65 20 .36 .54 21.60 3.50 25.50 27.00 27.00 T4 34 41h 98 85 24 .38 .56 25.80 3.50 30.00 31.50 31.50 16 35 5 123 105 tWeight shown for regular Grey Cast Iron Follower Gland.Corten Bolts and rubber gasket. Standardized Mechanical Joint Pipe has a nominal laying length of 18 ft.Actual laying length averages 18 ft.3 in.for 6 in.thru 24 in. and 20 h.for 3 in.and 4 in. - TYTOH JOINT Pipe Thickness Outside Size In. Dia- tDimensions In In. Bell In. meter Weight From To In. A B C D E Pounds 3 .25 .40 3.96 9 - 4 .26 .41 4.80 7.10 1.10 4.91 3.15 5.64 11 BI 6 .25 .43 6.90 8-63 .81 7.01 3.38 7.74 13 8 .27 .45 9.05 10.94 .89 9.17 3.69 9.98 20 D Nossiael-I 10 29 .47 11.10 13.32 1.05 11.22 3.75 12.03 27 A C! Asa 12 .31 .49 13.20 15.06 .88 13.32 3.75 14.13 31 14 .33 .51 15.30 17.80 1.19 15.44 5.00 16.64 61 16 .34 .52 17.40 19.98 1.22 17.54 5.00 18.74 65 18 .35 .53 19.50 22.00 1.18 19.64 5.00 20.84 74 20 .36 .54 21.60 24.12 1.19 21.74 5.00 22.94 80 24 .38 .56 25.80 28.43 1.25 25.94 5.00 27.14 101 tThese figures are for class 56 pipe. Tyton Joint Pipe has a nominal laying length of 18 ft. Actual laying length averages 18 ft.1'h in.for 6 in.through 24 in. and 20 ft.for 4 in. FASTITE JOINT Pipe Thickness Outside al Size In. Dia- tDimenslons in In. In. meter D From To In. A B C D E A C ! � 30 34.95 2.80 32.15 6.50 33.47 36 41.37 2.92 38.45 6.50 39.77 SURER-LOCK RESTRAINED TYTON JOINT Joint Deflection A B Accessories Rotataer Size In. Pi Retainer Weight Tpfew Bell w/ 6 In III ft. O.V O.D. lbs. Cast-pa lays 6 6.90 1134 20 8 9.05 14% 35 ( - 10 4- 15 11.10 163'4 45 I t 12 13.20 191A .- 60 A ■ 14 15.30 21% 85 �• Dta. Lock Ring TJ O esket 16 17.40 24 100 18 3. 11 4 1 . 0 2 145 20 211.660 2838%'i .. 17070 24 25.80 331'4. : 290 t . 30 32.00 401�t.i .495,.. .. Pressure Rating:350 psi.Pressure rating is limited to the rating of the pipe in the 20,24,and 30 in-sties:P,•pe retainer,and lock ring are ductile iron:Pipe shipped with lock ring welded in place and retainer secured to plain end with hook bolts W�9hf includes lock ring retains,retainer roll and Tide oskets,lubricant,retainer locks,; - lock, pm gasket and rotl ptm are si>,pped in a separate contaner. 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