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HomeMy WebLinkAboutSWP272884(4) JAN-17-02 15:19 From:CECCANTI INC 253-537-6943 T-212 P.01/03 Job-281 CECCIiNTI January 17,2002 City of Renton Surface Water Utilities Attn: Daniel Carey,P.E. Renton City Hall—5'Floor 1055 South Grady Way Renton,WA 98055 RE: NE 7`4 St./Monroe Ave.NE Storm Drainage Project SWP 27-2884 Daniel: Disposal permit and location attached. Call me with questions or comme sat(253)537-2990 extension 23. Sincerely, Ceccanti,I on Vander Griend Project Manager CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 08381103812531581-2880 RX 125315371943 JAN-17-02 15:19 From:CECCANTI INC 253-537-6943 T-212 PA2/03 Job-281 r mun '• J I UWC L-ui ib i KUL.I 1 Ui`i rr1Ul`IC i`IU. GJJbbG7bJ, J or I. L r e-eju4 YJJ•--jr-i'i r e- i UTILITY AND/OR STREET US -, Pcr7NO. TPCAS. RECEIPT PERMIT No. — ISSUED RY CITY OF SUMNER DEPARTMENT OF PUBLIC WORKS This permit must be present at the Sob site when work is being performed in order to receive inspection. When making inquiry always give permit number. PHONE: 863-8300 Note: This permit does not cover any permits that may be required on private properties by the City of Sumner Building & Fire Department. Applicant's Name 5;0Wze- Mailing Address W2-2 �rAPPS tic-K q 817 Q Site Address JA L sV U Nr I LG ttL-J Y AT g ( ? D u, l;� PtS5 i �UDate Issued - 9 Issued Eby_ Work Description �RrVC- o N C n� �u wl N C IZ � ?PC)R A-T� P�-x K INSPECTIONS IONS DATE INITIAL INSPECTIONS DATE INITIAL SERVICE & METER z STORAGE VOLUME THRUST E3LOCK O w OIL SEPER w PRES.TEST w t y ORIFICE SIZE PURITY TEST (j GAT IOVERF OW OTHER p OTHER VAULT(DRAIN W cc PIPE CONS'_.s- ~ Ul a L_5x OTHER SYSTEM TEST O 2 zz PIPE BED./ ELF, Q O t--LU x CATCH BASIN W 0 THRUST BLOCK OTHER N CHLOR./FLUSH — E.C. IMPL. a 2 PRES. TEST �zrU, SLOPE PROT. x PURITY TEST oo- uU ccwo DOWNSTREAM OTHER cs°� DRAIN CLEAN TAPPING w8 �Cr PIPE ONST_ FINAL GRADE DRAIN PATTERN 0 a AN OUTS V'� PRES.TESTA SUBBASE a z SLOPE } OTHER CC CONC./JOINTS Uj PIPE CONST. oQ OTHER Fes-� �N SIDE SEWERS cc >- TRAFFIC CONTROL Z41 Xz PIPE BED./B.F. I-. Q SUB-SASE Q en z W MH1C.0. � � Nuxi PRES. TEST 4 -TEMP PATCH OTHER � PERM. PATCH • 1 SHOULDER REST. . JAN-17-02 15:19 From:CECCANTI INC 253-537-6943 T-212 P.03/03 Job-281 4 Il�N"�� J V 1 Q _ PIN T IT X I 0 CECCiINTI LETTER OF TRANSMITTAL DATE: January 10, 2002 JOB #: 501 - 7th St. Monroe Ave N.E. Storm Drainage Project RE: Project No. SWP-27-2884 DECEIVED TO: City of Renton AN 1 1 2002 Mr. Daniel Carey CITY OF RENT N 1055 S. Grady Way tSTlLITYSYSTEM Renton, WA 98055 COPIES NUMBER DESCRIPTION 6-Sets 13 Trench Backfill-V11ashington Rock Quarries t__FOR APPROVAL _APPROVED AS SUBMITTED —RESUBMIT_COPIES FOR EXECUTION �_. FOR YOUR USE _APPROVED AS NOTED _SUBMIT COPIES FOR DISTRIBUTION ^�►�REQUESTED RETURNED FOR CORRECTIONS RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT REMARKS: If you have any questions please do not hesitate to contact us. Thank you! COPY TO:File r SIGNED: l Step any arty, tra t Administr or If enclosures are not as noted,kindly notify us at once. CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 08387-003012531537.2000 FAX 125315371943 CONSTRUCTION TESTING LABORATORIES, INC. 1201 East D Street, Suite 701, Tacoma,WA 98421 Telephone(253)383-8778 Glicnr:_ W3Sh( tOr1 RO( c Facsimile(253) 383-2231 +sCir Qu8R1BS, IBC. I1afe$p�tcsnpp�(S���rpled. TESTING Dam 1 V _:Addrese -„ NIA SP� �)Sarnpieq$Y.�------ CLIENT Contractor: Client +� witted ay._ Jerome CLlEN' �. ............. Material: �>x?cthio; , N/A .... - Irn orted Trench Backfiil e '(N.l . PO.Nd'_:_ NIA W.O. No.. Source of Sample � Ibb Na;', WA Rock : �IA ID#: N/A Lab#: 0-218 Logan of.Supply; ------ --' _-- a` me as source of saw le Test(s)Rcqueswd Sieve wet Anal is ----- Tcchialciaa: JCRvownd Date.Cc�mplefed;:' - - SIJEVE ANAlYS1S:. 59 Pro}eCt#: T-0783 SiEVF Stu 45 Pr�ssilra �pFlCgrioNs Ab ADDITIONAL bATA 1.1J2" 100 D V Y:" 8 Pmesslodtli�s: 31$" 76.4 . r..... 4 70.4 2S- 104 — #4 6b.9 Hydranatrr #10 67.7 LA.AbrBsi16 53.4 ori ); #40 Pla3tiq #100 6.5 Pasty_ :t1j;Rio �� #2003.2 0. T'tsoge UriifWe _: ----- 10 .PH'Tevs-' ' Sa,xd:Fgwvali tit,(SE); ' s�eca c C3ravf S% - : : . Su,(1�t�'Soyttida�ss: ' _ -- — %:M�isriire: FIMD " NIA Soifs;Clasyfi_ostibns; RM- .............. ....... c sx �cs------ N/A by: $Es T�srn NIA �4�clq 5m i z CECC1kNT1 LETTER OF TRANSMITTAL DATE: January 2, 2002 JOB #: 501 — Th St. Monroe Ave N.E. Storm Drainage Project RE: Project No. SWP-27-2884 RECEIVED TO: City of Renton JAN - 3 2002 Attn: Daniel Carey, P.E. CITY OF RENTON 1055 South Grady Way— 5t' Floor UTILITY SYSTEMS Renton, WA 98055 COPIES NUMBER DESCRIPTION 7-Sets 12 Icon's Class B Asphalt—Northwest Asphalt, Inc. �,FOR APPROVAL _APPROVED AS SUBMITTED —RESUBMIT_COPIES FOR EXECUTION _FOR YOUR USE _APPROVED AS NOTED _SUBMIT COPIES FOR DISTRIBUTION AS REQUESTED _RETURNED FOR CORRECTIONS _RETURN CORRECTED PRINTS _FOR REVIEW AND COMMENT_ REMARKS:If you have any questions regarding the provided information please contact me at(253)537-2990 extension 10. Thank you! COPY TO:File SIGNED: eph ny Blirry,Con ract d_ministrator If enclosures are not as noted,kindly notify us at once. CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 39 SPANAWAY WA 083871030 (2531537.2080 FAX 125315371043 y 5=1 8-2001 4:21 PM FROM ICON MA-ER:ALS INC. 206 946 11383 P- 2 ' �ytlll {fsGui� SCnLO flepAt'R+�s�tit ��f '1'14518�;'��t3�iL7! - Mdt.CYtrtlli i..�uvt �vF� 3 s PD Box 47365 Olympia / 1655 6 2nd Ave TVmwatsr / WA 96504- 365 AITUMWOVS 5EGTI011 MMIC T$ST REPORT KOKK oRDsR NO: o 633 TZ8T Or: A.C.p, 709 MXX :;1 S A AND S LAB ID NOi D D42$7701 9A.TZ 01/61/1661 TRANSMITTAL 115z 1 '!96t DATn FM&W HQ5. Ct/05/zoal 92M ID 1n0, 0 794 $A NO, 509 SID ZTEM mo; 6Zt:Zq}~i: nRT OF TACOMA RD.�yO�RA.n)D6x�{rS.EPAlgATIuK _►_i_i-.,,w.w_A•*..w.rt_�_w.F.i�`M(.`Z'� $ �Q��a_♦_.,,r_*�i_*•.rx�a w_t••_�_• C:i178 12,5 - 0 gLjim SANT) Combined 8pea icaticmf source; A-464 Ar464 A-464 Rntso: 20.0 4 62.0 a 18.0 # l00# 100.0 100.0 199•0 lav 3A fl 100.0 100.0 100.0 100 1 0 12.S 73-0 100.0 100.n ag its 7AQ 9.5 36.0 97.0 100.0 es 7S DO 413 7.0 79.0 29.0 68 55 75 2.00 2.8 37.0 41.0 a8 30 42 0.425 2,3 1f.0 36.0 17 11 24 C.e7s %.4e 17,90 7 26 9.0 3 7 -a_..x_r_r-w•r-r•a ATORY ANALYSTS-a-a-•-or w_�_.�t_r_. x•x�a•� .� jwh�� Wt. mf Total Mix: t.3 4.5 512 s.7 6. 6.5 era+ is t tr I ■ nn IT -if Cohesio";bvter ■Ca Value; 176 251 1$0 146 169 177 Deualty Sky/m3) : 2343 2371 2381 2410 1406 2425 t V01.d. - VOlucae 1.n Mi-X: 6.9 5.1 4.0 2.2 1.1 O.1 't voids in Mineral. Agg: is's 15,2 15.3 14.6 13_ 14.3 Max Danoity f=om Aiae: 2502 2477 2467 _t_a_r_f_a.r_a_._..a_a..LOTZI�7AD1 STRIPPINO VVALA TjQVw-.-a-a-w-*-*-w- Ot 1/4t 1/7,t 3/4i It CxXvstON Visual "arauucs a YAWN NM XCffX NU" MON S t Retaa.naQ-br-renvtp G t i nY ss a i Yr U-D.OIL Vis-tl 4V-AU&mLs4 I cxm VOM wrivii WO)IN VMT7 t Retained Strength 77 93 yF, 100 102 -*.►-a_•�www-w_*•+.a_x.,r.*_i.t...R�C�SMIE2QDATIC111$-r-w-r_�-rrt.a�*..a_i-♦ a_r_a_r.: S�pI i e r CHEv1tON U P S.OI L F1 C7II Q4P UZACr v,6.01 L t A®pz1alt (by total mix) 5.2 3:2 bradc of Asphalt P064-22 P0i4-Z? ♦ j%,L1 3L-1,, U Z -J, pA�-1.s a.nt o.0c Type 0P Ant-i strip ARX-MA7 6500 ARR-MAZ 46500 Max. Density kg/m3 2476 2176 Mix1Ag Tetr:oeraruxe 312 TO 322 F 304 TO 318 F I9-mitien YUXmace correction Factor: (0.72 iKrOYAT10UAL ONLY) •..�Y r.._�.�l s� a �� � r ADS Headquarters, T Materials file x TI-66-2 aituminQue Cecti. n' - X THOrits X. HA"ft, P.S. Region: Olympic T175- Materialy L'ngineer Administrator_ _ -C M 43 X 0 • DanUia M_ puffy T. i M4terials rngr 67O) 709-5420 p8: F. THARP X(Z)-.- Date: 01/24/20 1 POA41'Fax NOW lL �' rN t!f 7) \�� W7 TY) 6-1 8-2001 4:21 PM FROM ICON MATERIALS INC. 206 946 383 P- 2 �J21Ilf1yLu11 3Chib r4apar�rrw!Rt ��� 'P1411b15.�cL'dliL7S - MdC•CPLHfN L4wvt c.uFr t + PO $ox 4736S Olympia / 16b$ 6 2nd Ave Tlx ws,ter / WA 99504- 365 SITUMWOU9 3HGTIOLI MS2R2C 73ST REPORT Ko" aRDSR No: D a33 7231 OF: A.;,,p, .7oe mix DtgZ,GN ;_Z g A AND 1g LAB ID NO, 0 o0257701 BAT! au•11L&D4 01/at/1e6s TM?SMTT'TAL last : t9a1 DATt Faew HQ5. atfb3/idal }SIR ID 001 G 724 SK N01 509 $11) IS�s LQOi BTCTION: PORT OF TACOmA RD. �BRA�A.D&� sspAjrADTi OA t �_+-+_i-w-w.w_ i_f..+.R-��..R�t`Y.`•RVi4•vR•B rROpQ6�+1ra-�-+..1_�.w_er.�.Y1�a �_�.r_a_• 16.0 C111P$ 12,5 - 0 bLkE D SAND Coatibined epee iCati.vr+i So+►rca A-464 A-464 A-464 Rnt;ifl: 20.0 4 62.0 6 19.0 t loot 100.0 100.0 109.0 100 19-0 100.0 1.00.0 100.0 100 1 R 12.5 73.0 100.0 10o.n cg ffn Inn 1.5 36.0 97.0 100.0 as 75 4a 4.3 7.0 79,0 29.0 03 55 7s 2.00 2.a 37.0 61.0 38 30 42 0.425 313 16.0 36.0 17 lI 24 4-e9i %-4e 94 1 ?A 91.0 3 7 -a-�.*-a.R-y.+_w.t_r_r_a-.-'-LABORI►1DxiY J1N7�I+Y9I3�+_r-r_w,•t-:��..t_r_a r.w�r-r.R AAwh t by lit. nE Tntat Mix: 1.3 4.6 n 1 if I WIN it I II II it nn IT 7>f Coheoioovter +C• value: 176 251 190 100 149 177 Z?ftwgity fkg/m3) : 2343 2371 2361 2419 2409 a42S voids - Volume I= Mix: 6.9 $11 4.0 2.2 1.0 0.1 t Voids in Mineral. A993 15.6 iS,2 15.3 14.6 13_ 14.3 M" DO"Ity from Rice: 2502 2477 2467 STRIPP2N0 TvA1iuATZQNw-v-w-w-t-R_w- 047 1/44 1/7,4 3/4i it vl1CYR02sT viAudl arance: MCKE NM Nett; wu" 1103S # Retainer-$tren9t l t 11 or ss a r » V'LU-tl 4$,_JLUs,aaa Dolan Ra=► urma )rablz MMT'7 ♦ Retained Strangth 77 93 9b 100 102 -+e..._a_•_wow-._.•..r.�•x.+_r.t..j���KhlF�DATIC�Ib'+.R-+.�_�.t.r..i_w_1_i t_w_w_r.+ s u17pl i e� CHEVRON RY CH"ctp wACli U,6.DIL t Asp:�alt tby to.al mlx) 5.2 3.2 ara4e of lusphalt 1,064-22 P044-Z2 ♦ a...Ll 3L.1+, f1.7 wl 1.} 0.0L 0.SC C ai' AnCI Strsp A"-MA2 16500 ARR-MA2 $500 Max. Density kg/ma 2476 2476 Mixing Temperatuxe 312 TO 322 Y 304 TO 318 7r Igaition fux-m&ce Corraction ?&=or: (0.72 INFORMA ICKAL ONLY) Headquarters,TM T Materials Flle x T;66-2 eitumir:vus cacc a� -- X T173-1 TStOaas a. aArc R, P.R. Rscjlon: OlynViC T175- Fsatesixlo ttnginser Administrator- 43_x 9Y Den>41a M_ pUtZy t'. I Materials sngr7 709-5a20 THARP xt2�.� bate: 01/24/20.1 Post-ff Fax Note T671 - 6 Z Approved, CICCIiNTI LETTER OF TRANSMITTAL DATE: November 28, 2001 JOB #: 501 — 7th St. Monroe Ave N.E. Storm Drainage Project RE: Project No. SWP-27-2884 RECEIVED TO: Attn: Daniel Carey, P.E. NOV 3 0 2001 Renton City Hall — 5"' Floor 1055 South Grady Way CITY OF RENTON UTILITY SYSTEMS Renton, WA 98055 COPIES NUMBER DESCRIPTION 7—Sets 11.1 Crushed Surfacing Top Course—Washington Rock Quarries 7—Sets 11.2 Pipe Bedding—Washington Rock Quarries FOR APPROVAL _APPROVED AS SUBMITTED —RESUBMIT_COPIES FOR EXECUTION _FOR YOUR USE _APPROVED AS NOTED _SUBMIT COPIES FOR DISTRIBUTION —AS REQUESTED _RETURNED FOR CORRECTIONS _RETURN CORRECTED PRINTS _FOR REVIEW AND COMMENT REMARKS: If you have any questions regarding the provided information please contact me at(253)537-2990 extension 10. Thank you! COPY TO:File SIGNED: t' il=-�M)n k-A Steph ny Barry,Cot ct Administrator If enclosures are not as noted, kindly notify us at once. CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 08387103012531537.2000 FAX 125315371043 Tuesday, November 27, 2001 11:05 AM WASHINGTON ROCK QUARRIES 360-893-1664 p.01 GLA5LeJ S� -T"P CONSTRUCTION TESTING LABORATORIES, INC. 1201 East D Street,Suite 101,Tacoma,WA 98421 Telephone (253)383-8778 Facsimile(253)383-2231 WA ROCK QUARRIES INC. March 15,2001 c�zv xr NIA - -- - MISC TESTING ;•No;^ - NIA HAAIB NIAmwao: _- - --- ----------• NIA NIA rrecr _ 02 - . Client Y col+ cTOR , MAC R , S INFORMA. �N TYXSOFTI;97(e) Wet Sieve $Wet SE MR'.:_._.. 1436 Minus CSTC - - NIA '/." _ ow oF_..,.. Stockpile S(� �- s-.�.5, �r..... r Client _._..fkvys.4....__....._ P IL _ iac.►xluti WA Rock Quarry -iuert:�'cv Client oF6(riF Y A Po NA 1. SIEVE SIZE ?tPASSING SPECLFIGA I'IOft A$S4APTIPlV _... ----._ .... 'h" 100 100 pxcrvll�rtorr ____ -- - t/:° 92.0 DYISR RAC IO _ 79-9 s >rsa Mtpvl,us _ 114 59.8 55—75 #4 47.2 i�ruxal ` x #6 29.6 #10 25.7 itQullitnr(W #16 17.7 :pEAS17CIIM['I(PLy #40 9.3 1 8-24 f-LAMCMINP x;t�a #100 5.3 I oQSEUNIT ti.. #200 3.9 0 10 ORGANIC.tr►�uru�e�s. _ _ ........... B.vLFA.�'�6Q17NDNF.fi3IS6,) . SQII�7 cLas,91�;CA,TIOIi FULD NIA f,SCtT $ RLWARKS Gilson Tray Shaker,r Rotalp Sleve Shaker _ 0haus 200 Ohaus 4k 91 Blue"M"Oven xBvuw�n �,r. resrrAsr JCROSS/ vAsz'cuo�.��Feu,: March 16 2001 sY - .. LRas/1)MSmtt� REPORTL NOT JIBE ftE82DUCE0 EXCEPT IN F LL• HCiUT EN PRCV 7 k LABORATORY, WnRn 1 r)ate RRvlacet-10fi9/M 1 rhrte Tvnod.-0311181011 r)RNA Rmtd-0311fib1 Tuesday; November 27, 2001 11:05 AM WASHINGTON ROCK QUARRIES 360-893-1664 p.02 REPORT SEP 1 3 20Uu "CONSTRUCTION TESTING LABORATORIES, 1NOSSUED 1201 East D Street,Suite 101,Tacoma,WA 98421 ® Telephone(253) 383-8778 ,w 3 Facsimile (253)383-2231 -Rk CLIENT Washin ton Rock Quar „�� SP , r o `__. Sept. 06, 2000 PROJECT MISC. TESTING Sept. 06, 2000 NAME: CLIENT SPECIMEPI4$},SAMALELX BY ____ N/A Jerome (CLIENT) aDOc?@ssAEC;IMENS}.$U9MYC CEO R'l--_—_- Client N/A coTRAcToR,------------- PEA GRAVEL N/A _rra Wa. .. 0-641 _toy N/A SOURCE OF SAMPLE_ King Creek - "X -----*N�1{ SURR4IK Sieve Analysis �A=�COMPLETED: Sept. 07, 2000 ...... . AA 7ECHN{CIAN JCROSS/fmd REPORTI _ '+ 90 PRWEGi f T-07�� � - ��;j}�f�{�y; !A!".S:'.{ewf� 3''-'al"�v",�^��� n"` X•�d � ���f����y�� .� } ��Tic,.' ... SSE: ' &►Il` CCTt411; ; 1i$axtsa , 3/8" 99.8 95 100staft `:: _ {a�YiKiYYtir ul Ica 5/16 64.4 80 90 1/4" 33.4 10 —50 #4 4.3 1 - 10 #8 0.3 0 - 1 #40 0.2 iMIX' :< # 100 0.2 zx..-r:rd �u;rR ,.tsi rr: F i .;;.;::'a:i WO VO 104 Sand Egtiivat�St ` ' tip? ; : NIA HELD REMARKS" _------ • E./ AS REMARKS: NIA .: /DMSm RESULT(S) i 09111100 : Na (360) 893-1664 ,` ` 360 893.1661 ;F iEE1.TO: HARRY 1 LAU Ri E Word I Data Tvnad:Nil 11001 Data Rar_d:09111I00 C[ccliNTI RECEIVED NOV 19 2001 LETTER OF TRANSMITTAL CITY T LITTY sS"EON DATE: November 16, 2001 JOB #: 501 - 71h Street Monroe Avenue NE Storm Drainage Project RE: Project No. SWP-27-2884 TO: City of Renton Attn: Daniel Carey, P.E. 1055 South Grady Way- 51' Floor Renton, WA 98055 COPIES NUMBER DESCRIPTION 5—Sets 10 Concrete Mix Design Submittals—Caliber Concrete �KOR APPROVAL _APPROVED AS SUBMITTED RESUBMIT_COPIES FOR EXECUTION _FOR YOUR USE _APPROVED AS NOTED _SUBMIT COPIES FOR DISTRIBUTION _AS REQUESTED RETURNED FOR CORRECTIONS RETURN CORRECTED PRINTS _FOR REVIEW AND COMMENT REMARKS: If you have any questions regarding the provided information for the above referenced project please contact me at(253)537-2990 extension 10. Thank you! COPY TO: File SIGNED St"anyry, ontract Admini ator If enclosures are not as noted,kindly notify us at once. CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 38 SPANAWAY WA 08387/030 (2531537.2000 fAX (25315371043 Nov 15 01 02: 19p Caliber Concrete (253) 863 8108 P. 5 11/1-5'/2001 13:46 4252356761 STONEWAY CONCRETE PAGE 02 NA.. S T O N E W A Y C 0 N C R E T E CONCRETE MIX DESIGN MIX ID 8049-H 4000 PSI CONTRACTOR Caliber Concrete PROJECT : NE 7th & Monroe SOURCE OF CONCRETE Plant #10 Renton & #12 Tukwila CONSTRUCTION TYPE Fast-track Paving WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ash Grove Type TIT ASTM C 150, LB 752 3 .93 Class 1 Sand Pit #A-464, LB 1092 6.73 ASTM #4 (1-1/211) Pit *A-464, LB 933 5.48 AASHTO #57 (3/411) Pit #A-464, LB 7445 4 . 38 AASHTO #8 (3/81-) Pit 7#A-464, LB 187 1. 10 WATER, LB (GAL-US) 270 32 . 4) 4 . 33 TOTAL AIR, 1. 5 1. 36 TOTAL 27 . 20 W.R. Grace WRDA-64 ASTM C 494 Type A, OZ- 30.08 W.R. Grace ADVA FLOW ASTM C 494 Type F, OZ 35. 34 W.R. Grace Daravair ASTM C 260, OZ-US 5.6 WATER/CEMENT RATIO, LBS/LB 0.36 SLUMP, IN 2. 50 CONCRETE UNIT WEIGHT, PCF 146. 3 The maximum slump for this mix design is 3-1/211 at the truck chute logo&&& PREPARED BY James M. Harrald AW"* E A T T L E R E N T l 0 N T V K W I L A 1�x' 41-4 Nov 15 01 02: 18p Caliber Concrete (2531863 8108 p. 2 11/15l2001 13:46 4252356761 STONEWAY CONCRETE PAGE 05 �''"� Washington stale Proposed Concrete Mix Design .VI/ Department of Transportation From Contractor By(signature) To WSCOT Project Engineer The following mix design is proposed(ot use on: Contract Number Contract Name tarsi,`* Z M 04 for Concrete Class: []3000 []4000P' ❑4000W W Cement Concrete Pavement Ramarka (check one only) 0 4000 0 4000D' ❑Lean Concrete ❑Concrete Overlay" To be used in Bid Items It is proposed for supply Tram (supplier) TL.Am Tom'^ i Z. 'TulG�a/ 11.A (plant location) Designated Mix Design No. 6OL4 1 - Contractor Provided Mix Design Combined Grad Pnwn Mix Uaasigrt Cement Type Ill 1 Ibs/cy Type lbs/cy Fty Ash Ibs/Cy Ibe/cy Mlcrosilica "" lbe/cy lba/cy Latex Admixture "" Ibs/ay "' Ibs/cy Fine Aggregate Pit Number Aggregates 1(ssed)lbs/cy Pit Numbers Le _ Class 1 7,4 »» Class 2 Max, Aggregate Size Coarse Aggregate Pit Number U L.,L4 Siave Size % (ssd)Ibs/cy (and)Ibslcy AASHTO No.467 10116.11.0• 9-53 AASHTO No 57 4(IP- AASHTO No.67 3tt�'• J�_ --_-LB�._ AASHTO No.7 AASHTO No 8 Water(Max) Vl o Ibeky lbelcy Water Cement Ratio O.SLP Max Max Water Reducer �.Ca oz/100 wt 021100 wt High-Range Water Reducer ."1 oz/100 wt oz/100 wt Aar Entrainment W> or/100 wt oz/100 wt " Required for CIO-is 4000D and 4000P mires " Concrete Overlays Only "', Cement Conchs Paverrisnts Mix Design 28-day compressive strength 4 oco Pei Mix Design Denslty Ibs/cf Aggregate Correction Factor 0.0 Fineness Modulus '—Flexural Strength Average psi Compressive Cylinder strength Average psi Reviewed By: PE Signature Date DOT Form 350.040 EF dhtrfbuftn' Original to CanitrlCtOr Revised 11100 Copts to' 06C Materials Lab;Region Materiels lab;Project inspector Nov 15 01 02: 18p Caliber Concrete (253) 863 8108 p. 3 ,11/15/,2001 13:46 4252356761 STONEWAY CONCRETE PAGE 04 Washington State Proposed Concrete Mix Design MAP Departmentof Transportation From Contractor By(signature) To WSDOT Project Engineer The following mix design is proposed for use on Conlract Number Contract Name / i rl 1 MM4 IZAg— for Concrete Class o 3000 []4000P` ❑4000W Do Cement Connate Pavement"` Remarks (check arse only) ❑4000 ❑4000D' []Lean Concrete D Concrete Overlay" To be used in Bid Items It is proposed for supply from %'JMNt yr/�►�f C.or{c (supplier) (pianllocation) Designated Mix Design No. 1 12>049- H Contractor Provided Mix Design Combined Gradation Mix Design Cement Type Ib6/Cy Type lbs/cy rty Ash lbslCy Ibslcy Mivosilica Ibslcy " Ibslcy Latex Admixture lbslcy Ibslcy Fine Aggregate Pit Number Aggregates sad)lbslcy Pit Numbers PPL Class 1 Cs Mn Class 2 Max.Aggregate Size Coarse Aggregate Pit Number •3 rj Sieve Size % (ssd)lbslcy (ssd)lbs/cy AASHTO No 467 {HZA1 1�i G1 I'L- AASHTO No. 57 15iy yb 3o AASHTO No.67 3t�` U AASHTO No.7 AASHTO No, 8 _ Water CMax) VI 0 lb" Ibslcy Water Cement Ratio O.3t P M&x Max Writer Reducer �-{.O or/100 wt OZ/100 wt High-Range Water Reducer y .1 OV100 Wit oz/100 wt Alf Entrainment t3. 02/100 wt OZ1100 wt " Required for Class 40000 an0 4MoP mores ConciWA Overtays Only "0 Cement Cannes Pawrmerrta Mix Design 28•dey compressive strength 4 0M pal Mix Design Denalty (bald Aggregate Correction Factor O. Fineness Modulus hl X^ Flexural Strength Average psi Compressive Cylinder Strength Average Pei Reviewed By: PE Signature Dote 1 DOT Farm 3SO-040 EF Distribution: Original to Contradur Rsvts&d t 1r00 Cvples(p: 08C liAttartale lrtib;Replvn Matalab Lab;Project tnegactvr Nov 15 01 02: 18p Caliber Concrete (253) 863 8108 p. 4 ' 11/15!2001 13:46 4252356761 STONEWAY CONCRETE PAGE 03 VrWashington state Proposed Concrete Mix Design Ar Department of Transportation From Contractor By(signature) To WSOOT Project Engineer The following mix design is proposed for use on. P. Contract Number Contract Name 1 MMJ R,OE- for Concrete Class. (]3000 ❑4000P' ❑4000W 9 Cement Concrete Pavement"' Remarks (check one only) 4000 ❑40000* []Lean Concrete ❑Concrete Overlay" To be used in Bid Items It is proposed for suppty from , M004C%Aa-(. C.p4eV_4(_1t (supplier) 'PLAMTtw- I o Qf LA-M d (plant location) Designated Mix Design No. t '6Ot49 - W 1 ) Contractor Provided Mix Design Combined Gradation Mix Design Cement Typo Ibsfcy Type Ibsley Fly Ash Ibsfcy Ibsfcy Microsr4ca '� iba/oy Ibbrcy Latex Admixture Ibsfcy Ibsfcy Fine Aggregate Pit Number P.4 L-L4 Aggregates i (ssd)tbelcy Pit Numbers class 1 l Oq Z Class 2 Max.Aggregate Size Coarse Aggregate Pit Number A-_y IA-4 Sieve Size % (sad)Ibalcy (sad)Ibalcy AASHTO No. 467 _lit It 1Z, _ ci'33 AASHTO No 57 1Ut" !LA(>` 1A AASHTO No. 87 31� ! > AASHTO No.7 AASHTO No 8 Water(Max) Z,�(� Ibsfcy Ibsfcy Water Cement Ratio O.S" Max Max Water Reducer L4.V 07 I00 wt az/100 wt High-Range Water Reducer L4 .1 oZ/100 wit oz/100 wit Alr E nt►ainment Q. oz/100 wt 02/100 wt Required for Class 4000D and 4000P mboa Concrete Overlays Only **' Unwint Concrete Pavements Mix Design 28-day compressive strength LA CW pal Mix Design Density lbs/cf Aggregate Correction Factor 0.0 Fineness Modulus NIA, —Flexural Strength Average phi —Compressive Cylinder Strength Average psi Reviewed By: PE Signature Date f DOT Form 350.040 EF Distribution: Ortpinal to Contrador Revised,u00 Copies to, OSC Materials Gab;Region Mataftata Lab;Pm)ect Inspector NOM 5-01 16:34 From:CECCANTI INC 253-537-6943 T-867 P 01/06 Job-986 PO Box 39 Spanaway,WA 98387-0039 (253)537.2990, C CCIINTI. CIIN M TIKIF1k i '4� "G�j �4Yj' �I.+ 4'• � To: ..;y� a ,c—_ Fax: %L:7 7� From: `has �a ��ciY Date: ' Z 1 _-&I f Re: Pages: CC: �p ❑ Urgent Q For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycl 6.)4y 6, F4 41 41, ���✓� .�' Ors 7 ''�'S �'o CC� � J . . . . . . . . . . . . . . . . . . . . . . . WA 98387/030 (253) 537.2880 fAX (253) 5374043 NOV-15-01 16:35 From:CECCANTI INC 253-537-6943 T-867 P 02/06 Job-986 1 CALIBER CONCRETE CONSTRUCTION, INC. P.O. .Box 25 PACIFIC, WA. 98047 t_ PH.#: (253) 863-7721 FAX.#: (253) 863-8108 DATE: ATTENTION: COMPANY: FAX# ._3 S-37 FROM: .� REFERENCE: TOTAL NUMBER OF PAGES TRANSMITTED: (INCLUDING CovER) NOV-15-01 16:35 From:CECCANTI INC 253-537-6943 T-867 P 03/06 Job-986 11/15/2001 13:46--_4252356761 STONEWHY CONCRETE PAGE 05 washinetam State Proposed Concrete MIX Design j Departroont of Transportation From Contractor By(tugnoturs) To WSOOT Project Engineer The rouoMng mix design 4 oroti"ed tar uea►On. Contract Number Contract Name 717s P/1 04( 09- ror Concrete Curia: [J 30M ❑4GUOP' []4WOVV tg Cement Concrete Povement"' R■mark■ (check on*only) []4000 O 40000' ❑Leon Concrete ❑Concrets Overley" To be used in Bid Items It is proposed for supply from SSbNRWat►- Cw4c-m ' - (euP948r) as. y t 7ylg�U1-L�A'. (plentlocation) Designated Mix Design No. 1 IEog9- H 1 Combined Gradation Mix DBsign Contractor Provided Mix Desi n C■mcnt Type fbaioy Typa ib!/CY F►y Asi, Wcy IbWcy Mlcrowhca Ibe/cy lba(cy Latex Admhcture 1balcy lbelcy Fine Aggregote Pit NtjMbsr A y(ty AQQIeQ41441 less Ibs/cy PK Numbers A y 4 - Clant 1 21 Clear Z Max Aggragate Size (- t Coarse Anpr"tito Pit Number A' _I 'Lr L4 Sieve Size % (rfed)Ibe/cy (ee4)ibsicy AASHTO Na.467 18 ir4 ti 1z'„ AASHTO No. 57 '�!y" �{o_ -t AASHTO No.67 AASHTO No.7 AASHTO No B Water(Max) '1 O Ibe/cy ibsicy Water Cement Rsdo fa, 3� Max Max Water Reducer C{.Ca oz/100 wt 021100 wt High-Range Water Reducer y •1 oz/100 W1 oz1100 Wt A.r[inirernment �. ~'t C5 Qz1100 wt oz110o vat R4Quirro ror Cieu 4=D end 4000P mom •• Concrels OveftA Only "• Caneni Conasts teVwwft Mix Design 28-day compreasive sdenpth 4 0M ow WK 0411 DliI Ib lcf Aggregato Correction Fedor 0.0 Fineness Modulus Flexures Strength Average poll Comproewive Cyhnoor Strength Averen Ro) Reviewed By, PE Sionstwe __ pis f DOT Form 159.040 GF Ofetrtbutfon: Reyiaed t JIM c w to OOC hIMQt•la to ;Room tab;Prod jrri"tar NOV-15-01 16:35 From:CECCAV i INC 253-537-6943 7-867 P 04/06 Job-986 11/15/2901 13: 1S 4252356751 STOrEWAY CONCRETE PAGE 04 AIM WmVA1ngt9Ln s1.t. Proposed Concrete Mix Design 0 Dapariment of Tronsportatton From Contractor By(signature) To vVSDOT Project Engineer The following mLx design h proposed for u 10 on , Contract Number Contract Name for concrete C1035 ❑3000 ❑4000P• ❑4000W bg cement Concrete pavement— Remarks (check one only) 4000 ❑4000D' teen Concrete Q Concreto Dv°fley" To be used to Bid(toms It is proposed for suppiy from ] �� Y G cfsf'rTX► t°uD�i°r) �1,tT 11j,. " c}� - „ (punt location) Designated Mix Design No. Ca k ctor ProviQaQ Mix Datsi n Cvmbinad Gradation Mix Design .y Type r'� IbLfcy Tvpe Ibulcy Cv•nMt t I l I� _ Fly Ash rbWCy jbslcy Microsiica �• tbs/cy '• Ibsky latex Admixture " Ibatcy •• Ibelcy Fine Aggregate Pit Number Nd)Ibslcy Pit Numbers �--4,L� Cdaee 1 G , Ctasa 2 n Max.A9gregole Sire - t , 7. Coarse Aggregato Pit Number p .-JJ S S4w9$Ile 'A (esd)Ulcy t"a)tbaky AASHTO No. ear SL ' I} 1�," 50 9 11 -� AASHT0 No, 57 c_ :3 3 Q AASHTO No 97 '3tQ D 1 b2 AASHTO No.7 AAVHTO No S Wetef (Meal •1 to Ibeltry lWcy Water Cement Ratio ©. JL.0 Max Marc Water Reducer y.C? 07J100 vet QV100 vet nigh-Range Water Reducer QVIDO vet oz/100 wt AK Entrainment 02J100 vet UVIOD vet • Required for cease 400DO sno e000p mbtn •• concrw Ovwkgo orgy carwnt C°nonge Pawww t. Ma Design 28-dey compretaive svength 40M PW Mbc Dalut Denetty roatel Ag9regate Correclon Factor O. O F►nenne Modulus N Flexural Strength qQe »'Ccmproveive Cylinder Strength Avaragv pal Reviewed g PE bats f y: SiQnelure DOT Form M-(140 tF oWAbutlon: 0"Ok"!to C4r4wor Avow r lfoo 0opwo to OeC himertrrs leb:Aso-McNdaw lab;ih N0V-15-01 16:36 From:CECCANTI INC 253-537-6943 T-867 P 05/06 Job-986 11/15/20e1 13.45 4252355761 STONEWAY CONCRETE HALE 03 oState Pa of Tronsportwtto.. Proposed Concrete Mix Design From ContrsClor By(vigneture) To w&DOT Protect tsngin"r The fokwng mix design is proposed for use on, Contract Number Contract Name i 1 C#4 P-6E- for Concrete Claee ❑3000 ❑1000P• ❑4t)OOW N1 Cemen►Concmts Poyamant"' Remerkn (check one only) Cl 4000 ❑40000" Cl Lean Conaele ❑Conat(a Overlay" To bo used in Bid home It is proposed for suppty from C.oNta4fTC- (euppiwar) IIA04Ta - I C> ey'!ti'mig (plantlocationl Designated Mix Design No. ( SOL49 - ►-I Cant otor Provid.d Mtx DeRi n Combined Gradation Mix Design Cement Type 111 e311L lbslcy Type ihwcy Foy Ash Iba/cy ' Ibalcy Micros trace Iba/cy " ldNcy Latex Admixture Iba/cy .. IDtUty Fine Aooreoata pit Number A.W L L4 Ag9mai tas (33d)Ulcy Pit Numbers �• 4� Claw t ( Qq� ClatjS 2 Matt.AQW9gete Sao Coarve Aggregote Pit Number At• .i Ley sieve Size % ((tad)Ibsicy (ssd)lbe/cy ,-- AASHTO No, 487 _lk,C AASHTO No 57 ►�l yCj �4 _ AASHTO No 87 AASHTO No, 7 AASHTO No 8 W sitar(max) I bsky thalcy Water Cernwtt Rat}o G.3Lan Max Max WBLw Reducer 07J100 wt 03lt00 wit Hlgh-Ronpo WrKer tanduoor y .1 OZ/100 wt owico M AJr E ntrein meet 02/100 wt ot1100 wt Rolled for Clsee 4W00 and 4DW mma " ComraN ovv%Y$Only 041, Carwd Cato**parwro"MA Mac Design 28-4ey comprruah+e Strength LA OM gel ME Deign Danaipr lbslcf Appr.gvtuCort•ot,on frgctor b. Flr►enireMc►duitro N/Ia --F}exural Strengm Average pot «'Compressive C;Ondw Strtmyth Average pat Roviewed By; PE Slgneture Data 001,Form 7tio-ow EF to cogmw povil*d llu COON 10' D8C A40OWa UO;Rellon Mftj fa Lab;rmjo inwpwtw NOV-15-01 16:36 From:CECCANTI INC 253-537-6943 T-867 P 06/06 Job-986 11/15/2001 13:46 4252356761 STONEWAY CONCRETE PAGE 02 STONSWAY C O N C R E Y E CONCRETE MIX DESIGN 11/15/01 MIX ID B049-H ( ) 4000 PSI CONTRACTOR caliber Concrete PROJECT : NE 7th & Monroe SOURCE OF CONCRETE Plant 010 Renton & #12 Tukwila CONSTRUCTION TYPE Fast-track Paving WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ash Grove Type III ASTM C 150, LB 752 3 .83 Class 1 Gand pit #A-464, LB 1092 6 .73 ASTM 04 (1-1/211) pit /►A-466, LB 933 5.48 AASHTO #57 (3/411) Pit OA-464 , LB 746 4. 38 AASHTO *8 (3/811) Pit /A-464, LB 187 1 . 10 WATER, LO (GAL-US) 270 ( 32 .4) 4 . 33 TOTAL AIR, 5.0 1.5 1. 36 TOTAL 27. 20 W.R. Grace WRDA-64 ASTM C 494 Type A, OZ- 30.08 W.R. Grace ADVA FLOW ASTM C 494 Type F, OZ 35.34 W_R. Grace Daravair ASTM C 260, OZ-Us 5.6 WATER/CEMENT RATIO, LBS/LB 0.36 SLUMP, IN 2.50 CONCRETE UNIT WEIGHT, PCP 146.3 The maximum slump for this mix design is 3-1/2" at the truck chute PREPARED BY James M. Harrald S E A T T l E R E Fly T l O N T V K W I L A TV J r t v.S r '� V V t 0.1 jf�l -M . J ,r l !;" i eft CECCIiNTI 3 if LETTER OF TRANSMITTAL DATE: January 28, 2002 JOB #: 501 - 7th St. Monroe Ave N.E. Storm Drainage Project RE: Project No. SWP-27-2884 RECEIVED TO: City of Renton JAIL 3 12002 Attn: Daniel Carey CITY OF RENTON 1055 South Grady Way UTILITY SYSTEMS Renton, WA 98055 COPIES DESCRIPTION _ 2 Advanced Drainage Systems, Inc.Certification of Compliance FOR APPROVAL _APPROVED AS SUBMITTED -RESUBMIT_COPIES FOR EXECUTION R YOUR USE _APPROVED AS NOTED _SUBMIT COPIES FOR DISTRIBUTION O N REQUESTED RETURNED FOR CORRECTIONS RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT_ REMARKS: If you have any questions or concerns regarding the provided information for the above referenced project please do not hesitate to contact me at(253)537-2990 extension 10. Thank you! COPY TO: File *tehany SIGNEDrry ohfrbofAdminist for If enclosures are not as noted, kindly notify us at once. CICCANTI INC GINIRAI CONSTRUCTION P 0 BOX 30 SPANAWAY WA 08387.0030 (2531537.2000 FAX (2531531-0943 THE MOST NAME IN DRAINAGE SYSTEMS INALI January 9, 2002 US Filter Puyallup PO Box 1264 Puyallup, Washington Re: Advanced Drainage Systems, Inc. Certification of Compliance Dear Jon: This will certify that the 200 min I.D. smooth interior(N-12) corrugated polyethylene sanitary sewer pipe manufactured by Advanced Drainage Systems, Inc. complies with the requirements for Type"S" pipe as specified in the latest revision of AASHTO M 252M Standard Specification for Corrugated Polyethylene Drainage Pipe. The thermo-molded PVC Series 35 fittings comply with the performance requirements for fabricated fittings as specified in ASTM D 3034 Standard Specification for Type PSM Poly Vinyl Chloride (PVC) Gasketed Sewer Fittings. The elastomeric gaskets comply with the requirements specified in ASTM F 477 Standard Specification for Elastomeric Seals(Gaskets) for Joining Plastic Pipe. Project: NE 7t'&Monroe Ave. Ceccanti Inc. Project#: Section_—704905-20 Location: Renton, Washington Quantity: 20 LF of 8"N-12 (200 mm) Pipe BOL#: 3080985 ncerel , David A L uderdale Quality Assurance Training Manager DAL/po ADVANCED DRAINAGE SYSTEMS, INC. 627 S. 37TH STREET WASHOUGAL, WA 98671 TEL: 360 / 835-8523 FAX: 360 / 835-7250 HTTP://WWW.ADS-PIPE.COM 1 THE MOST ADD yVkN(-c'-Eu NAME IN DRAINAGE SYSTEMS January 9, 2002 US Filter Puyallup PO Box 1264 Puyallup, Washington Advanced Drainage Systems, Inc. Certification of Compliance Dear Jon: This will certify that the 300, 450, and 600 mm I.D. smooth interior(N-12) corrugated polyethylene sanitary storm/sewer pipe coupler manufactured by Advanced Drainage systems, Inc. complies with the requirements specified in the latest revision of AASHTO M 294 Standard Specification for Corrugated Polyethylene Pipe, 300 to 1200 mm Diameter. The integral bell polyethylene coupler with the elastomeric gasket complies with the joint performance requirements specified in ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Elastomeric Seals. The elastomeric gaskets comply with the requirements specified in ASTM F 477 Standard Specification for Elastomeric Seals(Gaskets)for Joining Plastic Pipe. Project: NE 7t'&Monroe Ave. Ceccanti, Inc. Project No: Section— 704905-20 Location: Renton, Washington Quantity: 100 LF of 12"N-12 (300 mm) Pipe 140 LF of 18" N-12 (450 mm)Pipe 600 LF of 24" N-12 (600 mm)Pipe BOL#: 3080985 Sincere , David A. Lauderdale Quality Assurance Training Manager DAL/plo ADVANCED DRAINAGE SYSTEMS, INC. 627 S. 37TH STREET WASHOUGAL, WA 98671 TEL: 360 / 835-8523 FAX: 360 / 835-7250 HTTP://WWW.ADS-PIPE.COM ClccliNTI 3 Cci4S f �>iai LETTER OF TRANSMITTAL DATE: November 13, 2001 JOB #: 501 — 7th St. Monroe Ave N.E. Storm Drainage Project RE: Project No. SWP-27-2884 TO: City of Renton RECEIVED Attn: Daniel Carey NOV 15 2001 1055 South Grady Way— 5"' Floor Renton, WA 98055 CITY OF RENTON UTILITY SYSTEMS COPIES DESCRIPTION 2 Pipe Certification of Compliance ,FOR APPROVAL _APPROVED AS SUBMITTED —RESUBMIT_COPIES FOR EXECUTION V.-FOR YOUR USE APPROVED AS NOTED SUBMIT COPIES FOR DISTRIBUTION —AS REQUESTED _RETURNED FOR CORRECTIONS _RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT REMARKS: If you have any questions please contact Jon VanderGriend @ extension 23. Thank you! COPY T0:File SIGNED: i6vl MWI� Steph ny Barry,I ntract Administrifor If enclosures are not as noted, kindly notify us at once. CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 98387/030 12531537.2990 FAX (2531537.0043 THE MOST NAME IN DRAINAGE SYSTEMS WWWWWWWW RUR November 7, 2001 US Filter Puyallup PO Box 1264 Puyallup,WA Rc: Advanced Drainage Systems, T_nc. Certification of Compliance Dear Jon, This will certify the 600 mm I.D. smooth interior(N-12) corrugated polyethylene sanitary storm/sewer pipe manufactured by Advanced Drainage Systems, Inc. complies with the requirements specified in the latest revision of AASHTO M 294 Standard Specification for Corrugated Polyethylene Pipe, 300 to 1200 mm Diameter. The integral bell polyethylene coupler with the elastomeric gasket complies with the joint performance requirements specified in ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Elastomeric Seals. The elastomeric gaskets comply with the requirements specified in ASTM F 477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. Project: NE 7t' and Monroe Avenue Ceccanti, Inc. Project No.: Section 704905.20 Location: Renton, Washington Quantity: 580 LF (176.78 m) of 24"N-12 (300 mm) Pipe BOLO: 5v79 7 Y8 Sincerel , David Lauderdale Quality Assurance Training Manager • ADVANCED DRAINAGE SYSTEMS, INC. 627 S. 37TH STREET WASHOUGAL, WA 98671 TEL: 360 / 835-8523 FAX: 360 / 835-7250 HTTP://WWW.ADS-PIPE.COM THE MOST JU�)MAi�,-C,�,rD) NAME IN DRAINAGE SYSTEMS November 6, 2001 US Filter Puyallup PO Box 1264 Puyallup,WA Re: Advanced Drainage Systems, Inc. Certification of Compliance Dear Jon, This will certify the 600 mm I.D. smooth interior(N-12) corrugated polyethylene sanitary storm/sewer pipe manufactured by Advanced Drainage Systems, Inc. complies with the requirements specified in the latest revision of AASHTO M 294 Standard Specification for Comagated Polyethylene Pipe, 300 to 1200. mm Diameter. The integral bell polyethylene coupler with the elastomeric gasket complies with the joint performance requirements specified in ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Elastomeric Seals. The elastomeric gaskets comply with the requirements specified in ASTM F 477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. Project: NE 7`h and Monroe Avenue Ceccanti, Inc. Proiect No.: Section 704905.20 Location: Renton, Washington Quantity: 700 LF (213.36 m) of 24"N-12 (300 mm) Pipe BOLT: 30 797i 3- Sincerely, G David Lauderdale Quality Assurance Training Manager ADVANCED DRAINAGE SYSTEMS, INC. 627S. 37TH STREET WASHOUGAL, WA 98671 TEL: 360 / 835-8523 FAX: 360 / 835-7250 HTTP://WWW.ADS-PIPE.COM i CECC-liNTI LETTER OF TRANSMITTAL RECEIVED DATE: November 12, 2001 NOV 15 2001 JOB #: 501 - NE 7th & Monroe Ave. NE Storm Drainage CITY OF REN-FON UTILITY SYSTEMS RE: Pipe Certification TO: City of Renton Attn: Daniel Carey 1055 South Grady Way Renton, WA 98055 COPIES NUMBER DESCRIPTION I Pipe Certification -FOR APPROVAL _APPROVED AS SUBMITTED RESUBMIT_COPIES FOR EXECUTION FOR YOUR USE _APPROVED AS NOTED SUBMIT COPIES FOR DISTRIBUTION _AS REQUESTED RETURNED FOR CORRECTIONS _RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT REMARKS:If you have any questions please contact Jon VanderGriend @ extension 23. Thank you! COPY TO: File rl�00 SIGNED Step any Barl,C ntractAkIrninistrator If enclosures are not as noted,kindly notify us at once. CICCANTI INC GINIRAI CONSTRUCTION P 0 BOX 30 SPANAWAY WA 083811030 12531531.2000 FAX (25315311043 THE MOST ADWAHCEDD NAME IN DRAINAGE SYSTEMS WWWWWWWW October 29, 2001 US Filter Puyallup PO Box 1264 Puyallup, WA Re: Advanced Drainage Systems, Inc. Certification of Compliance Dear Jon, This will certify the 300 mm and 600 mm I.D. smooth interior(N-12) corrugated polyethylene sanitary storm/sewer pipe manufactured by Advanced Drainage Systems, Inc. complies with the requirements specified in the latest revision of AASHTO M 294 Standard Specification for Corrugated Polyethylene Pipe, 300 to 1200 mm Diameter. The integral bell polyethylene coupler with the elastomeric gasket complies with the joint performance requirements specified in ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Elastomeric Seals. The elastomeric gaskets comply with the requirements specified in ASTM F 477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. Project: NE 7th and Monroe Avenue Ceccanti, Inc. Project No.: Section 704905.20 Location: Renton, Washington Quantity: 700 LF of 12"N-12 (300 mm) Pipe 700 LF of 24"N-12 (600 mm) Pipe BOL#: 3079450 Sincerely, David Lauderdale Quality Assurance Training Manager ADVANCED DRAINAGE SYSTEMS, INC. 627S. 37TH STREET WASHOUGAL, WA 98671 TEL: 360 / 835-8523 FAX: 360 / 835-7250 HTTP://WWW,ADS-PIPE.com CECCliNT1 LETTER OF TRANSMITTAL DATE: October 24, 2001 JOB #: 501 - 7th St. Monroe Ave N.E. Storm Drainage Project RE: Project No. SWP-27-2884 TO: City of Renton RECEIVED Attn: Daniel Carey OCT Z g 2.001 1055 South Grady Way Renton, WA 98055 CITY OF RENTON UTILITY SYSTEMS COPIES _ DESCRIPTION_ _ 2 Advanced Drainage Systems, Inc.Certification of Compliance FOR APPROVAL _APPROVED AS SUBMITTED -RESUBMIT_COPIES FOR EXECUTION R YOUR USE _APPROVED AS NOTED _SUBMIT COPIES FOR DISTRIBUTION AS REQUESTED _RETURNED FOR CORRECTIONS _RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT_ REMARKS: COPY TO:US Filter&File SIGNED Step any Barry,14a Administra r If enclosures are not as noted, kindly notify us at once. CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 08387-003912531537.2000 FAX 12531537.0043 THE MOST NAME IN DRAINAGE SYSTEMS October 17, 2001 US Filter Puyallup PO Box 1264 Puyallup, Washington Advanced Drainage Systems, Inc. Certification of Compliance Dear Jon: This will certify that the 600 mm I.D. smooth interior (N-12) corrugated polyethylene sanitary storm/sewer pipe with ProLink WT coupler manufactured by Advanced Drainage systems, Inc. complies with the requirements specified in the latest revision of AASHTO M 294 Standard Specification for Corrugated Polyethylene Pipe, 300 to 1200 mm Diameter. The ProLink WT polyethylene coupler with the elastomeric gasket complies with the joint performance requirements specified in ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Elastomeric Seals. The elastomeric gaskets comply with the requirements specified in ASTM F 477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. Project: NE 7 h &Monroe Ave Ceccanti Inc. Project No: Section— 704905-20 Location: Renton, Washington Quantity: 460 LF of 24"N-12 (600 mm)Pipe ?�C?i 3078971 Sincerely, David A. Lauderdale Quality Assurance Training Manager DAL/plo ADVANCED DRAINAGE SYSTEMS, INC. 627 S. 37TH STREET WASHOUGAL, WA 98671 TEL: 360 / 835-8523 FAX: 360 / 835-7250 HTTP://WWW.ADS-PIPE.COM 4 1- THE MOST ALDVLaH((7 [ED NAME IN DRAINAGE SYSTEMS October 17, 2001 MW US Filter Puyallup PO Box 1264 Puyallup, Washington Advanced Drainage Systems, Inc. Certification of Compliance Dear Jon : This will certify that the 300 mm I.D. smooth interior (N-12) corrugated polyethylene sanitary storm/sewer pipe coupler manufactured by Advanced Drainage systems, Inc. complies with the requirements specified in the latest revision of AASHTO M 294 Standard Specification for Corrugated Polyethylene Pipe, 300 to 1200 mm Diameter. The integral bell polyethylene coupler with the elastomeric gasket complies with the joint performance requirements specified in ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Elastomeric Seals. The elastomeric gaskets comply with the requirements specified in ASTM F 477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. Project: NE 7th& Monroe Ave. Ceccanti Inc. Project No: Section— 704905-20 Location: Renton, Washington Quantity: 460 LF of 12" N-12 (300 mm) Pipe BOL# 3078971 Sincerely, David A. Lauderdale Quality Assurance Training Manager DAL/plo ADVANCED DRAINAGE SYSTEMS, INC. 627 S. 37TH STREET WASHOUGAL, WA 98671 TEL: 360 / 835-8523 FAX: 360 / 835-7250 HTTP://WWW.ADS-PI PE.COM CECCINTI L[EUU[E[2 (DIP P 0 BOX 39 SPANAWAY WA 98381 RECEIVED 11--1-6 [2061531.2900 FAX 12061531.6943 NOV 5 _ 2001 +� GENTLEMEN: CITY OF RENTON WE ARE SENDING YOU Attached [I under separate cover via aTv-,YSTEMSthe following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ DATE/ JOB NO. TO / a ATTENTION: RE: ,f > - COPIES DATE NO DESCRIPTION (V/01 THESE ARE TRANSMITTED as checked below: 14 For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ REturn corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO +`'� ' �+ SIGNED: CE-CC-AI-`22 CB If enclosures are not as noted,kindly notify us REQUEST FOR APPROVAL OF MATERIALS SOURCES ,CONTRACT: G � 7' Q ( ; F.A. NUMBER S.A. NUMBER DATE 3 0 For P.E.Use SECTION CaUNTY lkv. l CONTRACTOR _�G- SUBMITTED BY See Section 1-06.1 of Std.Spec.and reverse side 4 ins ructions. re FOR COUNTY USE CONTRACT BID ITEM SOURCE C.C.E. M.E. BID NO. MATERIAL OR NAME OF MANUFACTURER/FABRICATOR SPECIFICATION APPR'L APPR'L FILE MANUFACTURER'S PRODUCT/TYPE OR PIT NUMBER REFERENCE CODE CODE NO. 13 d ►+'� � Fra � �.rcn�at Gt�c�D i .-n /�cc�tr 5G ef S0114it 1vocr O i T p L7 C- �iund H3oR bx1`{ Atn-5 -+ CHIEF CONSTRUCTION ENGINEER DATE MATERIALS ENGINEER DATE Approval Action Codes for use by Project Engineer and HQ Materials Laboratory 1. Source Approved: Acceptance based upon 'Satisfactory'Test Report for samples of materials to be incorporated 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 use of material. 4. Source Approved: Submit Shop Drawings for'Approval' prior to fabrication of material. 5. Source Approved: Only materials identified 'Approved for Shipment' by WSDOT Fabrication Inspection Office prior to shipment to be used. 6. Source Approved: Materials to be certified as either 100%American manufacturer or identification ofA-ai-&0bufactur d materials cost within the permissible limits for the project(See Special Provisions). "7j .-2?- 7. Approval Pending: Request Transmitted to Traffic for Approval Action. f 8. Source Approved: ft REMARKS: Approval Action Codes for Materials Engineer u B- 9. Source Approved: Approval of Change of source must be secured from Materials Engin peci ' 10. Approval Withheld:Submit samples for preliminary evaluation. To 11. Approval Withheld: 12. REMARKS: DISTRIBUTION: CONTRACTOR(2 copies) FIELD ENGINEER(2 copies)>/ SUPERSEDES PREVIOUSEDITIONS CONTRACT ADMINISTRATION ENGINEER— CHIEF CONSTRUCTION ENGINEER�� MATERIALS ENGINEER Z Z-528 1 DIRECTIONS FOR USE A Request for Approval of Source of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The contractor shall provide all information required on the form to identify the project, identify the bid item number, item description, manufacturer's product and the intended source of material, sign the form, and submit to the Project Engineer. Approval of source DOES NOT constitute acceptance of the materials for incorporation into the work. See Section 1-06 of the Standard Specifications. The contractor must request approval of source for ALL materials incorporated into the work including the use of sources or materials designated in the Contract Plans or Special Provisions. ALL ITEMS MUST be identified by Bid Number. Request for approval of ready-mix concrete MUST include the name and location of the batch plant, the source of cement (manufacturer, location of cement plant and type of cement), concrete admixtures (product name and type), and identification of the aggregate source. If the Contractor desires to use a source of aggregates other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. The engineer will conduct such tests as are deemed necessary on representative samples of each material or lot of material and/or request such additional documentation as required by the Contract Specifications and/or indicated on the Record of Materials before incorporating the material into the work. Z-528b �r OT 28" 7 7/8" 1 1/8" TYP. BAR 7/8" TYP. SLOT osns ooeo 3/4" D � � / M 30" M M 0 d � I nn 0 TYP. 1/16 REF. 2 3/8 3/ I 7 1/2---� 25 1/2` 24" 23 3/4" 3/16" NON—SKID DIAMOND PATTERN • 2 1/2" 3/4" I I 4" REF 5/8" TYP 3/4" 2„ 9 1" 6" HOOD 9" HOOD HOOD ATTACHES AS SHOWN 2-1" DIA. HOLES FOR 3/4" BOLT, WASHER 7 NUT 18` 3/4" 1/2"I /2 /4" 1 rn 3 T I — — — 4" 1 —20"� REV. DATE: 3 16 99 NOTES: *MATERIAL; FRAME & HOOD-CAST IRON ASTM A48, CL30 OLYMPIC FOUNDRY INC. • GRATE-CAST IRON ASTM A48, CL30 OR DUCTILE IRON ASTM A536, CL80-55-06 ALSO AVAILABLE WITH A VANED GRATE 116" X 22" THRU CURB FRAME, *9" HOOD KING COUNTY STD DWG. NO. 2-016 DIAGONAL GRATE & HOOD APPROXIMATE WEIGHT: FRAME-220 LBS, RATING: H-20 PART N0. SM52 GRATE-115 LBS., HOOD; 6"-70 LBS., 9"-90 LBS. DRL & TAP 5/8' - 11 4• 3/4' • 4 HOLES WHEN SPECIFIED CUSTOMER � -1 ro 2 1/8' 3/4' cm \ ° pn U N N N n U X X p 3/4• HIGH LETTERS RAISED 1/8 O o n n ° ° 1 7/16' 1' SLOT DETAIL 3/4' 1 /4_- —L 23 3/4' • DUMP NO POLWTANTS OUTFALL TO STREAM II� F- 1/2' 5/8' 0 Mtn \ r \ � U o c~i T—MCI o �n FLOW-+ --� 1 \ M \er O -L4 -1 LEVEUNGS PADS -� REV. DATE: 3 16 9 NOTES: *MATERIAL; FRAME: CAST IRON ASTM GL YMPHC FOUNDRY ENC . A48, CL30, GRATE: DUCTILE IRON ASTM • A536, CL80-55-06 116" X 22 X 4„ 4-CORNER LOCKING FRAME & VANED GRATE APPROXIMATE WEIGHT: FRAME - 125 LBS., GRATE - 74 LBS. RATING: H-20 PART NO. SM50VGDT DRL & TAP 5/8" - 11 4• 2 HOLES WHEN SPECIFIED BY CUSTOMER ~ -•1 3/4' .o • 2 1/8. 3/4" a 0 1 7/16" N, O n oIN • U U N N N x X o X 0 3/4' HIGH TTER LES �' m , \ Ln N RAISED 1/8" O n n 0 1 1 7/16' 1D" " SLOT DETAIL 1/2" HIGH LETTERS RECESSED 3/4' 1/2' TO BE FLUSH —� --------- "II ---------1 2" „ 1/2. 5/8" 1/2" o o ii 2 1/2' L 5/8' HIGH ppp -------- _ , LE77ERS Q 4' LEVELING PAD pp pa a i 1/8 z 3/4' z 1 3/4' .opo a�o (TYP 8 PLACES) cn O O O O O 1__T— OppppG�OO�QpO L —� -•1 2 3 B' / '1i 1/4' 1 1/2' 3/4" 1/8• 5/8" _T I=l777 2 1 2' --i f--5/8' �3/4' F43/4-1 1/16' FINISH DIM.__/� ON LEVELING PAD REF# OF245 NOTES: • MATERIAL• CAST IRON, ASTM A-48, CL 30 O LYMP I C FOUNDRY, INC . ALSO AVAILABLE IN DUCTILE IRON, ASTM A-536, CL 80-55-06 16" X 22" X 4" REVERSIBLE LOCKING FRAME AND SOLID COVER APPROX. WEIGHT: FRAME - 125 LBS., COVER - 89 LBS. RATING - H2O PART NO. SM50SD/T 5/5" - 11 N.C. x 1 1/4" SS SOC. HD. CAP SCREW (3 REQ'D) DRILL & TAP: 5/B' - 11 N.C. 120 DEGREES (TYP. 3PL) \P 0 9/ 3" RAISED LETTERS AS REQUIRED ' 1/2" SEWER 1 7/8" ° COVER • 3/B" 2- FRAME 1" 25" 26 3/8" 25 1/4" 1- 6" EETY4" 23 3/4' -I 33 3/4" REF# OF047 NOTES: * MATERIAL: CAST IRON, ASTM A-48, CL 30 O LYMP I C FOUNDRY, INC . * NON-SKID PATTERN (TYP) * STANDARD: APWA STD. 42 24" x 6" LOCKING MANHOLE FRAME AND COVER APPROX. WEIGHT: FRAME - 215 LBS.,COVER - 150 LBS. RATING - H2O PART N0. MH30AD/T L������ �Lr' CECCINTI RECEIUEL P 0 BON 39 SPABAWAY WA 98387 NOV ' ® 2 "� 12081537-2900 FU 12001531-6943 OILY OF Ti§gMEN: UTILITY SY.STFNAC' WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings EfPrints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ DATE JOB NO. .t lc> �C 01 S'73 TO ATTENTION: RE: > �^` / COPIES DATE N . DESCRIPTION �'_v Cr uet a-C ' q n. 4 k m 'r C( S THESE ARE TRANSMITTED as checked below: /4 For approval ElApproved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Rstum corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 41-Z COPY TO / l L- SIGNED: CE-CC-AI-'227CB If enclosures are not as noted,kindly notify us at on Joh 04at test rw/ A Boliry ..OW-4 inc Tasw BY Depth Date Fire, % Fffw I larv. a--O*M CUT —mIn- oRr 4-2 T-•- -•—�.�_. ._. !_� _ '...--`._. .�_.-- - - --_•-----..-35...._1 4C)5 SAMPLE W)tSTURE -n, Wel • Tarr 'rare Dry Are Con lane SIEW E "Xd-YW INT Row ed r T 1. Rlebowc- Y4 Pnwwd L 45- 40D 7- i<"rAL 7 I I I I I I ► , 1 I f___ � � � ,., I I I � � f..i'c:�:=f�sf_1��:.�IJ,I�•: •.� a+= �Q��, •- ,� �- .0 'r^ � OCT-30-01 15:09 From:CECCANTI INC 253-537-6943 T-738 P.01/04 Job-571 PO Box 39 i Spanaway,WA 98387-0039 (253)537-2990. CECOliNTI, . iiAG.I.�f G b Yj �N I;,i¢s wj,•tc�f' :..r_.�r:,•, *,?.' . .. .. ....c�.. t a:, '•� i cf:l � .�ti. fly �' 1 :. � 4.�.......�....,. -..�r!�:.�., A .+.. ...�r•....'`...... .. .J To: Fax: From: Date: Re:Ae= 21k 1,1A-Lal t Pages: CC: D urgent CJ For Review E2 Please Comment ❑ Please Reply ❑ Please Re ycl Nobas. . 114,0 ��a.A a�r.,afs P cEcc wa 88387103812531537.2880 fAX 125315371043 OCT-30-01 15:09 From:CECCANTI INC 253-537-6943 T-738 P.02/04 Job-571 1 SQUAK MOUNTAIN MATERIALS, INC. 10430 RENTON-ISSAQUAH RD SE ISSAQUAH, WA 98027 EACSIMIl,E CO -f DATE: X D FAX #: L53 53- - 6f43 # OF PAGES BEING SENT INCLUDING THIS SHEET: TO: J n w) V wa gck-e� COMPANY: C EC4A,&)r+ FROM: I RAJ (,R cS S REGARDING: NOTES: IF YOU DO NOT RECEIVE ALL OF THESE PAGES, PLEASE CALL THE SENDER BUS# (425) 392-1433 FAX# (425) 427-0153 OCT-30-01 15:09 From:CECCANTI INC 253-537-6943 T-738 P 03/04 Job-571 .bb F!a 1-arih C�cxtswrd,its Inc {%oI Tabled Qy del h4m Twop. Firj*nq CarrCox Pow °Xo Fir1[r �norfer as sAmpLL mvsruiaE -ter wet • 7are Lam _ fare �r� r Tare ��'�. , il�sslurr Cardont wt. Retomwgj % Retained 10/A Aosw Sgrnn Sys r'_ r-- ,A4 40 OCT-30-01 15:09 From:CECCANTI INC 253-537-6943 T-738 P 04/04 Job-571 .be Zia Bcrirq �._ — 1 �,,�.............,..�.....,.._..,�..._ Depth HYDFOMEM pats — —— rim lint lwv. Ong Corr1. y4 — , Dsrn+z GacIMW EFFriner Eb > SAFAP!_E 1+�OrtSTIRE . ���" wet Tare '_� =� — 'kre Dry Tm-* _ 3 , 3 IrIOKAr rr t`CR 41-0 SlEw F ANA."SS `Y. Rmao wd — �_� Toll, Inc 4) MAT ERIALS ,-� BRYAN CROSS 10430 Renton - ISS Rd. SE Cell: 425.444.0971 Issaquah, WA 98027 Fax: 425.427.0153 Office: 425.427.9368 Scale: 425.392.1433 Sent by: Earth Consult=n_s 425 746 0860; 03/05/01 1C:01 ; htfax #840;Pace 4;4 JoE Na Tes- Pit/ /�`� r- y � �aa �h �onustts Inc. Bori C F..nrr..m-r+1:Y—ti..r t y Semple 3 ZL Tested gy G HYORC—METER Ei`E Depth Cate Time Tots; Nin. Temp. Feadinr, Car. Coarser r;ner % Finer. Diameter I 1/ j 5 i 15 45. I >I4 u0 L SAMPLE MOISTURE Wet + Tare 1' Tore I ( �i ? Dry + 7cre �_�_� Moisture Content Pa 4te < IrkV�.l `1 SIEVE ANALYSS Wt. Rvaimc % Retained % Passed ' Screen ! SFecs Total — Teb1 — Tom; I 2 1'2 ! L I + sd /z ZO,Z. 4 I 1 ,Z9.1 lr. i a, PC 30 so 60 f so i 100 lob o 3�7 0& 1 ' TOTAL 16 - � S-v � CECCIINTI 0ISD ��C 100� LETTER OF TRANSMITTAL . 'L6 oN 0� 0 f DATE: October 25, 2001 JOB #: 501 - Th St. Monroe Ave N.E. Storm Drainage Project RE: Project No. SWP-27-2884 TO: City of Renton - 5th floor 1055 South Grady Way Renton, WA 98055 COPIES SUBMITTAL NO. DESCRIPTION 7 6 Storm Way Mix Design-Caliber Concrete FOR APPROVAL _APPROVED AS SUBMITTED —RESUBMIT_COPIES FOR EXECUTION FOR YOUR USE APPROVED AS NOTED _SUBMIT COPIES FOR DISTRIBUTION AS REQUESTED RETURNED FOR CORRECTIONS _RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT REMARKS: If you have any questions or concerns regarding the provided information for the above referenced project please contact Jon VanderGriend at(253)537-2990 extension 23. Thank you! COPY T0:File SIGNED: hnqw 1-'�mwn Ste hany ar ,Con ct Admini at If enclosures are not as noted, kindly notify us at once. CICCANTI INC GINIRAI CONSTRUCTION P 0 BOX 30 SPANAWAY WA 083871030 12531537.2000 FAX (25315371043 c L������ O� ��(J•'�l IJV�UVLJ�� U(i-�S L� CALIBER DATE JOB NO. CONCRETE CONSTRUCTION INC. ��} 3 �'' ATTENTION P.O. Box 148• Ravensdale,WA 98051 SP 1,,, — o r (206)863-7721 •(206)781-0092 •FAX(206)863-8108 RE 02 TO C' C •-� t1 1 , t L 7 T~v�� -�- /'�0.-� r u Q v 9e Sa'?-©035 r n) GENTLEMEN: WE ARE SENDING YOU '"Attached ❑ Under separate cover via !�l �1 the I i g items: ❑ Shop drawings ❑ Prints ❑ Plans Samples ❑ Specification ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 737 IL THESE ARE TRANSMITTED as checked below: ,,,;�Dr approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use O Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS — - -- --- ----- i 1 COPY TO SIG If enclosures are not as noted, kindly notify us at once. 10/23/2001 11:08 4252356761 STONEWAY CONCRETE PAGE 02 r, r ' STONEWAY C O N C R E T E Project:NE 70'Street/Monroe Ave NE Storm Drainage Contractor:Caliber Concrete Cons"ctiou.Inc- Tuesday,October 23,2001 Sir/Madam. In accordance with your request,we are submitting the following mix,design(s)for the above project Mix*CL3KA—Commercial Class 3000 for Sidewalks,Curbs&Gutters A structural concrete statistical analysis report, based on mix design performance in the field, is included for your review,along with mix design proportions.This report is in accordance with ACI 318-99 specifications. Stoneway Concrete warrants the compressive strength of test specimens tested for acceptance in accordance with ASTM will meet the design strength for each mix design. The historical mix design strength test data represents the results of compressive tests of concrete specimens, not the strength of concrete in place. Because Stoneway Concrete does not control the method or manner of placement,it does not accept responsibility for the strength of in place concrete or for concrete test specimens not tested in accordance with ASTM. Stoneway Concrete requests copies of concrete compressive strength test results within three (3) working days of performance of said tests and written notice of deficient concrete compressive strength test results within 24 hours in accordance with our standard terms and conditions and in accordance with ASTM C 94-94a,Section 14.4. Stoneway Concrete is not a licensed architect, civil engineer or structural engineer. Accordingly, any advice or specifications supplied by Stoneway Concrete shall be used at the sole risk of those requesting or receiving the same. Stoneway Concrete assumes no responsibility for the design or construction of any structure in which its products are used. Any review of plans, specifications building applications or production applications by Stoneway Concrete is not to be construed as approval thereof Stoneway Concrete. Please contact me if additional information is required. Sincerely, STONEWAY CONCRETE James M.Harrald Technical Services Manager S E A T T L E R E N T O N T U K W I L A J' i y! ����'_�,.'v.'�i,�!�-��� ����tt�`..., ...:,. .'� ��i :, �': z,�. ' • r� .�:'�.tA�-��l' 6" -ii�iC" '6a�6t7t»I���G, ^'$�'_r �;:�� .f���;.:'' 10/23/2001 11:08 4252356761 STONEWAY CONCRETE PAGE 03 S T O N E W A Y C O N C R E T E CONCRETE MIX DESIGN MIX ID CL3KA [ ] 3000 PSI 10/23/01 CONTRACTOR Caliber Concrete Construction, Inc. PROJECT : NE 7th St. /Monroe Ave. NE Storm Drainage SOURCE OF CONCRETE Plant 010 Renton & 012 Tukwila CONSTRUCTION TYPE : Commercial Class 3000 with air WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ash Grove Type I-II ASTM C 150, LB 450 2 . 29 ISG Resources Fly Ash ASTM C 618 Class F, LB 80 0. 57 Class 1 Sand Pit OA-464, LB 1238 7. 63 AASHTO #57 (3/411) Pit A-464, LB 1914 11. 23 WATER, LB (GAL-US) 240 ( 28.8) 3.85 TOTAL AIR, $ 6.0 +/- 1.5 1.63 TOTAL 27.20 W.R. Grace WRDA-64 ASTM C 494 Type A, OZ-US 21.20 W.R. Grace Daravair ASTM C 260, OZ-US 4. 0 WATER/CEMENT RATIO, LBS/LB 0.45 SLUMP, IN 3 .50 CONCRETE UNIT WEIGHT, PCF 144 .2 The maximum slump for this mix design is 4-1/211 at the truck. PREPARED BY —V �U James M. Harrald P. 1 S E A T T L E R E N T O N T U K W I L A IN. 19 ..1!. o-rf)) 5 ...tt'k al�lS1l1/i .lylM®1� YAd6S'_7F_R X'AYf/2G 'i.Fy CAI {�:1�!!'�' 4• itGat4 •%t. a � 10/23/2001 11:08 4252356761 STONEWAY CONCRETE PAGE 04 � Washington State Proposed Concrete Mix Design `I/ Department of Transportation From Contractor By(signature) To WSDOT Project Engineer The follovving mix design Is proposed for use on. Contract Number Contract Name Mt� s+t Mon�bs.Av�s-.NE Srb �D�b►i for Concrete Class ®3000 ❑4000P' ❑4000W ❑Cement Concrete Pavement"' Remarks (check one only) 4000 ❑4000D' ❑Lean Concrete ❑Concrete Overlay" �'i1w4u�n�,�. ���59� ---- _ - �--r To be used in Bid Items It is proposed for supply from CC*Ar-OE.1E.. (supplier) ?LAW-A. l o, VL6*A r0A (plant location) Designated Mix Design No. CL. 3KA Contractor Provided Mix D®sin Combined Gradation Mix Design Cement Type 1-11 L'i 15O Ibs/cy Type Ibs/cy Fiy Ash S C) Ibs/cy ibs/cy Microsilica ibs/cy " Ibs/cy Latex Admixture ibs/cy "" lba/cy Fins Aggregate Pit Number A,1464 Aggregates (ssd)Ibs/cy Pit Numbers Class 1 1 ZIPS Class 2 Max.Aggregate Size Coarse Aggregate Pit Number Sieve Size % (sad)Ibe/cy (ssd)Ibs/cy AASHTO No. 467 AASHTO No. 57 l9 I LA AASHTO No 67 AASHTO No 7 AASHTO No. 8 Water(Max) 2.40 lbs/cy Iba/cy Water Cement Ratio o. Max Max Water Reducer y •O oz/10l)wt oz/100 wt High-Range Water Reducer oz/100 Wt oz/100 Wt Air Entrainment CS.1 g oz/100 Wt oz1100 Wt ' Required for Crass 4000D and 4000P mixes " Concrete Overlays Only "' Cement Conc►ats Pavements Mix Design 28-day compressive strength 3oco pal Mix Design Density Ibs/cf Aggregate Correction Factor 0.O Fineness Modulus Flexural Strength Average psi Compressive Cylinder Strength Average psi Reviewed By: PE Signature Data DOT Porte 3WO40 @F Distnbutlon: Original to CoMrociller Revised 1 t/00 Copies to: OSC Materials tab:Region Materiels Lab:Project Inspector 10/23/2001 11:08 4252356761 STONEWAY CONCRETE PAGE 05 at1� Washington State Proposed Concrete Mix Design Department of Transportation From Contractor By(signature) To WSDOT Project Engineer The following mix design is proposed for use on Contact Number Contract Name 51/Monto#y Aye—UE �orw,��►i�� for Concrete Class. ®3000 ❑4000P' ❑4000W ❑Cement Concrete Pavematir— Remarks�,02. (i�8 (check one only) El4000 D 40000' ❑Lean Concrete El Concrete Overlay" To be used in Bid Items It Is proposed for supply from .5tb0t.1,4W CO 4r_aA_'f'f.. (supplier) ?LAMT-Ab- 1 Z '-'UV-W IAA (plant location) Designated Mix Design No. i C.L. 3►cA ) ( ) Contractor Provided Mix Design Combined Gradation Mix Design hArtl Cement Type 11-It H 50 Ibs/cy Type Ibs/cy Fly Ash So Ibslcy " Iba/cy Microsioca Ibslcy Ibslcy Latex Admixture Ibslcy Ibs/cy Fine Aggregate Pit Number a. y Aggregates (ssd Ibslcy Pit Numbers Class 1 Class 2 Max.Aggregate Size Coarse Aggregate Pit Number A•4 to q Sieve Size % (sad)lbs/cy (sad)Ibs/cy AASHTO No.467 AASHTO No 57 19 1 AASHTO No,67 AASHTO No 7 AASHTO No, 8 Water(Max) Z40 Ibe/cy Ibslcy Water Cement Ratio C�.45 Max Max Water Reducer oz/100 wt oz/100 wt High-Range Water Reducer oz/100 wt oz/100 wt Air Entrainment ifr!-1rf oz/100 wt oz/100 wt ' Required for Class 40000 and QWP mixes '" Concrete Over"Only '"' Cement Concrete Pavements Mix Design 28-day compressive strength 300O psi Mix Design Density tbs/cl Aggregate Correction Factor 0.O Fineness Modulus —Flexural Strength Average psi —Compressive Cylinder Strength Average psi Reviewed By: PE Signature Date It DOT Form 350-040 EF OFsildIm ion. Odglniel to Conbisdor Ravleed 11100 Copies to: 08C Materials lab;RegW Mataft(s Lab;Proles!Inspector 10/23/2001 11:08 4252356761 STONEWAY CONCRETE PAGE 06 S T O N F W A Y C 0 N C R E T E CONCRETE MIX DESIGN MIX ID CL3KA 3000 PSI 10/23/01 CONTRACTOR Caliber Concrete Construction, Inc. PROJECT : NE 7th St. /Monroe Ave. NE Storm Drainage SOURCE OF CONCRETE Plant Oil Seattle CONSTRUCTION TYPE Commercial class 3000 with air WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ash Grove Type I-II ASTM C 150, LB 450 2. 29 ISG Resources Fly Ash ASTM C 618 Class F, LB 80 0. 57 Class I Sand Pit OB-335, LB 1252 7 . 63 AASHTO #57 (3/411) Pit #B-335, LB 1872 11- 23 WATER, LE (GAL-US) 240 28. 8) 3.85 TOTAL AIR, 6.0 1-5 1. 63 TOTAL 27 .20 W.R. Grace WRDA-64 ASTM C 494 Type A, OZ-US 21. 20 W.R. Grace Daravair ASTM C 260, OZ-US 4 .0 WATER/CEMENT RATIO, LBS/LB 0.45 SLUMP, IN 3 .50 CONCRETE UNIT WEIGHT, PCF 143. 1 The maximum slump for this mix design is 4-1/201 at the truck. PREPARED BY James M. Harrald S F A T T L E R E N T 1 0 N T U K W I L A ' -low ji4� $ 10/23/2001 11%0B 4252356761 STONEWAY CONCRETE PAGE 07 MW4tf Washington State Proposed Concrete Mix Design Department of Transportation From Contractor By(signature) To WSDOT Project Engineer The following mix design is proposed for use on: Contract Number Contract Name t4/MonAa6A+is NE 56r w l)eb6i low Concrete Class. ®3000 ❑4000P• ❑4000VV ❑Cement Concrete Pavement'" Remarks 1.-61! ,%,(s)8 (check one only) 0 4000 ❑4000D' ❑Lean Concrete 0 Concrete Overlay" To be used In Bid Items It is proposed(or supply from %Si1*AF_%- "( C1tNC0UU1. (supplier) 'PL^wr-A&- 1 1 ATT OL. (plant location) Designated Mix Design No. ( GL_ 3VcA ) ) Contractor Provided Mix Design Combined Gradation Mix Design Cement Type 1.it y 5a ibs/cy Type Ibe/cy Fly Ash SO Ibs/cy Ibs/cy Mlcrosllica lbe/cy Ibs/cy Latex Admixture " Ibs/cy lbslcy Fine Aggregate Pit Number • 33Cj Aggregates (sad)Ibs/cy Fill Numbers Class 1 12t51_ Class 2 Max.Aggregate Size Coarse Aggregate Plt Number t) 335 Slave Slze % (sad)Ibs/cy (sad)ibs/cy AASHTO No.467 AASHTO No.57 �1 AASHTO No 67 AASHTO No. 7 AASHTO No.8 Water(Max) V40 Itwcy lbs/cy Water Cement Ratio 4.14 Max Max Water Reducer •� oz/100 wt oz/100 wt High-Range Water Reducer oz/100 wt oz1100 wt Air Entrainment .1 oz/100 wt oz/100 wt Requlred for Class 40000 and 4000P mixes " Conaste Overtays Only "' cement concrete Pavements Mix Design 28-day compressive strength '>00O psi Mix Design Density lba/ct Aggregate Correction Factor U.O Fineness Modulus —Flexural Strength Average psi —Compressive Cylinder Strength Average psi Reviewed By: PE Signature Date 00T Form 3W-040 f F DlstrlbuNon: Orlpinal to Contractor Revised r 1A0 copies to: 08C Mslerlels Lab,R%Oon MshwlNs tab:Pr*d Inspedo► 10/23/2001 11,:08 4252356761 STONEWAY CONCRETE PAGE 08 Stoneway Concrete is submitting back-up data for mix #4853, which is the mix that WSDOT mix #CL3KA was created from. Mix #4853 contains Class 2 fine aggregate (concrete sand) versus CUKA contains Class 1 fine aggregate (state sand). Only a yield modification for air specifications occurred. A copy of 4853 has been provided. ACI 318 5.3.1.2 allows for data that is from similar materials. 10/23/2001 11:08 4252356761 STONEWAY CONCRETE PAGE 09 STONEWAY C O N C R E T E CONCRETE MIX DESIGN MIX ID 4853 ( ) 3000 PSI 05/31/01 CONTRACTOR City of Seattle DCLU PROJECT : Continuously Approved Mix Designs SOURCE OF CONCRETE : Plant #10 Renton & 112 Tukwila WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ash Grove Type I-II ASTM C 150, LB 450 2.29 ISG Resources Fly Ash ASTM C 618 Class F, LB 80 0. 57 Concrete Sand ASTM C 33, LB 1256 7.74 3/411 ASTM C 33 ,f57 , LB 1941 11.40 WATER, LB (GAL-US) 240 ( 28.8) 3.85 TOTAL AIR, $ 5.0 +/- 1.5 1. 36 TOTAL 27 . 20 W.R. Grace WRDA-64 ASTM C 494 Type A, OZ-US 21.20 W.R. Grace Daravair ASTM C 260, OZ-US 4 .0 WATER/CEMENT RATIO, LBS/LB 0.45 SLUMP, IN 4.00 CONCRETE UNIT WEIGHT, PCF 145.8 Approval of the structural engineer of record is required prior to job use. It is the responsibility of the contractor to attach a copy of the mix design to the back of the DCLU approved plans 'on the page that contains the structural general notes. CITY OF SEATTLE DEPARTN®YTOF DESIGN CORSTFVJCTION AND LAND USE PREPARED BY CONTINUOUS APPROVALstatus granted for -3 5,> J psi at 28 days. (Batch plant inspecdon required by DCLU) Date: /znoo/ 1 Valid for 1 year from above date. James M. Harra ld APFROu® subject to errors and omissions. THE TARGET SLUMP FOR PLACING THIS MIX IS 4 INCHES.THE MAXIMUM By: SLUMP OF 5 INCHES SHALL NOT BE EXCEEDED FOR ANY REASON P. 1 S E A T T L E R E N T O N T U K W I L A `? 1/{� ,y..# 3 '1 •iri �,�j r� r *�y� r t, ,� r� ��`K, :: 5/3.Yfk � ,�.}f..� .t,.A'.• Z ,1" i. TOIIt�'�!:,� ��'�'�F -►-�`�dC[�3)-�•��, , id'..,.,>:S.�r,�'. �.1 10/23/2001 11:08 4252356761 STONEWAY CONCRETE PAGE 10 Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055 U.S.A. 206-226-1000 ACI 214 Summary of 4853 f 3000 psi] ACI 214 SUMMARY =atr=x�=s$==ecc Statistical Strength Summary ---------------------------- Average strength based on 30 tests 4704 psi Overall Standard Deviation 700 psi Control is Poor Overall coefficient of variation 14.89 % Overall within-test coefficient of variation 2.08 % Control is Excellent Chance of strength falling below 3000 psi 0.7 Chance of strength falling below 2500 psi - Chance of "Average of 3" below 3000 psi - ACI 214 Minimum Recommended Strength 4132 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <- 1 in 100 10/23/2001 1;:08 4252356761 STONEWAY CONCRETE PAGE 11 Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055 U.S.A. 206-226-1000 Concrete Mix Submittal Mix: 4853 Pfc: 3000 psi 10/23/01 MIX DESCRIPTION 4853 ---------- 3000 psi ---------- 9/21/93 Moving Moving Within Avg: 3 StD: 30 C of V Con 7 day 28 day 28 day 28 day 28 day Sample Slump Tmp Comp Comp Comp Comp Comp Date in deg F psi psi psi psi 10/26/99 4.00 68 3790 5455 ll/ 2/99 4.50 63 2940 4300 - - 11/ 5/99 - 72 3740 5210 4988 - - 11/ 9/99 2.50 62 3680 4555 4688 - - 11/12/99 4.00 59 4020 4345 4703 - - 11/24/99 4 . 50 59 3050 4480 4460 - - 12/ 8/99 4 . 00 70 2010 3340 4055 - 12/10/99 5.00 76 4060 5157 4326 - - 12/14/99 4. 75 72 3820 5223 4573 - - 12/16/99 4 . 50 73 4610 5797 5392 - - -------------------------------------- 12/17/99 4. 75 74 4090 4870 5297 - 1.8 1/ 6/ 0 4.75 72 4570 6210 5626 - 1.9 1/10/ 0 4. 50 54 3340 4970 5350 - 1.9 1/11/ 0 4.75 58 3700 5970 5717 - 1.9 1/14/ 0 4.25 73 4300 5810 5583 - 2.0 1/18/ 0 5.75 68 3705 4970 5583 - 2.0 1/18/ 0 4 .25 69 3330 4245 5008 - 1.7 1/26/ 0 5.50 55 2690 3970 4395 - - 2/ 7/ 0 3. 50 58 - 3930 4048 - - 2/15/ 0 4. 00 61 3180 4440 4113 - - ------------------------------------------------------------------------ 2/17/ 0 4 .00 67 2820 4115 4162 - 1.8 2/17/ 0 5. 75 58 3180 4210 4255 - 1.7 2/18/ 0 4 . 50 65 3180 4300 4208 - 2 . 0 2/28/ 0 4.00 60 3290 4445 4318 - 1.9 2/29/ 0 5.50 67 3760 4030 4258 - - 3/ 2/ 0 3 .00 54 3970 5005 4493 - 2 .4 3/ 8/ 0 5.00 56 3570 4860 4632 - 2.3 3/13/ 0 - 62 3720 4815 4893 - 2. 5 3/13/ 0 4. 50 63 2160 3520 4398 - - 4/ 4/ 0 5.00 62 3040 4560 4298 700 - ------------------------------------------------------------------------ P. 1 10/23/2001 11:08 4252356761 STONEWAY CONCRETE PAGE 12 Concrete Mix Submittal Moving Moving within Avg: 3 StD: 30 C of V Con 7 day 28 day 28 day 28 day 28 day Sample slump Tmp Comp Comp Comp Comp Comp Date in deg F psi psi psi psi Count ---------------------------------------------------------------------- 28 30 29 30 28 1 14 Average -------------------------------------------------------------- ----- 4 .46 64 3494 4704 4708 700 2 .0 Standard Deviation --------------------------------------------------------- 0.74 7 624 700 537 - 0.2 Range ----------------------------------------------------------------_----- 2.50 54 2010 3340 4048 700 1.7 5.75 76 4610 6210 5717 700 2. 5 Coefficient of Variation --------------------------------------------------- 16. 68 10. 20 17.87 14.89 11.40 - 12.44 P. 2 9-0( CECCIiNTI LETTER OF TRANSMITTAL DATE: October 9, 2001 JOB #: 501 RE: NE 7" Street / Monroe Ave NE Storm Drainage Project Project No. SWP-27-2884 TO: Mr. Daniel Carey, P.E. City of Renton Surface Water Utilities Renton City Hall - 5"' Floor 1055 South Grady Way Renton, WA 98055 COPIES DESCRIPTION 5 Submittal No.3-Lakeside(Kent Plant)Mix Design Class A&B 5 Submittal No.4.1 -Randles Sand&Gravel CSTC(Product 20) 5 Submittal No.4.2-Randles Sand&Gravel Thermal Plastic Pipe Bedding(Product 10) 5 Submittal No.4.3-Randles Sand&Gravel Rigid Pipe Bedding(Product 01) 5 Submittal No.4.4-Randles Sand&Gravel Rigid Pipe Bedding(Product 14) 5 Submittal No. 5.1-City Transfer CSTC 5 Submittal No. 5.2-City Transfer Gavel Barrow 2 Project Specific Erosion Control Plan 2 Initial Project Schedule 1 Letter Confirming State Licensed Surveyor 1 Compaction Testing Firm Qualifications )�_.FOR APPROVAL _APPROVED AS SUBMITTED —RESUBMIT_COPIES FOR EXECUTION FOR YOUR USE _APPROVED AS NOTED SUBMIT COPIES FOR DISTRIBUTION AS REQUESTED _RETURNED FOR CORRECTIONS _RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT COPY TO:File i- SIGNED: StephaAy Barry, act Administrator If enclosures are not as noted,kindly notify us at once. CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 08387103012531537.2000 FAX 12531537.6043 10/08 '01 04:07 ID:LAKESIDE INDUSTRIES FAX:12066302011 PAGE 1 Thursday,August 23,2001 8.48 AM To,Rob and Ken From., 7 ASPHALT EXTRACTION (oven method) PLANT: Kant PIT is DATE: 8/20M SAMPLE j MATERIAL: W-0 A SAMPLED BY: KIr19 County PROJECT: TESTED BY: Mac Saw a � I SAMPLE WEIGHT.: 11149.6 WEIQHT LOSS: 110.E TEMP.COMPENSATION: &16 CALIBRATION FACTOR: 1.00"esb*%" d CALIBRATED AGPNALT CONTENT: 4.8% AOOIREGATE WE 1868 9m. SCREEN TOTALYVT. PERCENT PERCENT SPECK. SIZE RETAINED RETAINED PASSING TARGET 0 .096 1 100 4" 0 O.D% 10&0% 5/8' 62 3.3% 96,77I, 1I,7' 172 9.3% 90.7% 5&100 330 17.8% 82.2% 114" 574 30.9% i .1% 40-78 10 1137 51.2% 38.8% 22-57 IP40 t820 7 296 1 .all. 8-32 no 1748 94.1% 6.0% N200 1793 90.5% 3.5% 2-9 PAN 1795 ApPIM"d: Signature: 10/08 '01 04:08 ID:LAKESIDE INDUSTRIES FAX:12066302011 PAGE 2 Wa-s7priirigton State. Department of Transportation - Materials Laboratory PO Box 47365 Olympia / 1655 S 2nd Ave Tumwater / WA 98504-7365 ]BITUMINOUS SECTION TEST REPORT WORK ORDER NO: 0,05968- TEST OF: A.C.P. JOB MIX DESIGN CLASS A AND B LAB ID NO: 0000258050 DATE SAMPLED: 03/01/2001 TRANSMITTAL NO: 381955 DATE RECVD HQS : 03/05/2001 MIX ID NO: 09799 SR NO: 5 DID ITEM NO: -SECTION: PIERCE COUNTY LINE TO TUKWILA I/C STAGE 2S Mat' l : 3/4-0 BLEND SAND Combined Specifications Source : A-477 A-477 Z Ratio: 85 . 0 15 . 0 rn 100% --•- 100 . 0 100 . 0 100 3/4 100 . 0 100 . 0 Srl 100 100 1/2 97 . 0 100 . 0 soda NN Intl' �•-- 97 90-100 3/8 85 . 0 100 . 0 �� 87 75-90 1/4 63 . 0 100 . 0 69 55=75 10 28 . 0 89 . 0 Q 37 30-42 40 13 . 0 28 . 0 r 15 11-24 200 5. 50 1 .70 4 . 9 3-7 Asph by Wt of Total Mix: 4 . 3 4 .8 5 .2 5. 7. 6 . 1 6 . 5 Stabilometer "S" Value : 45 43 42 41 35 34 Cohesiometer "C" Value: 173 176 190 184 181 163 Density (Ibs/cf) : 145 .7 147 . 1 147 . 6 149 . 0 149 . 7 149 . 2 % .Voids - Volume in Mix: 7 . 6 6 . 1 5 . 1 3 . 5 2 .4 2 . 1 W Voids in Mineral Agg: 16 . 6 16 . 2 16 .4 16 . 0 15, 9 16 . 6 Max Density from Rice: 156 . 8 155 . 9 154 . 8 _*_,t_*_*_,r_*_*-*-*_*-*-*LOTTMAN STRIPPING EV1aLUATION*-*-*-*--*-*-*_*-*-*-*_*-*_ 0 . 0% 0 .08% 0 .17%- 0 . 33!k 0 . 50% US OIL Visual Appearance : MODERATE SLIGHT NONE NONE NONE % Retained Strength: 74 60 85 91 97 TESORO Visual Appearance MODERATE SLIGHT NONE NONE NONE % Retained Strength 67 81 101 95 98 Supplier US OIL TESORO US OIL TESORO Asphalt (by total mix) 5 . 6 5 .6 Grade Of Asphalt P064-22 PG64-22 * Anti Strip (by wt agg. ) 0 . 17 0 . 17 Type of Anti Strip UP-•5000 UP-5000 Max_ Density lbs/cf 155 . 0 155.0 Mixing Temperature 308 TO 318 F 297 TO 307 F Ignition Furnace Correction Factor: (1.07 INFORMATIONAL ONLY) MIX ID NUMBER: 9799 9799 Remarks : 8 v Headquarters Materials File x T 6 -2 Bituminous Section • x T172-1 THOMAS E. BAKER, P. E. Region: Northwest T175- Materials Engineer Administrator 41 x By: Dennis M. huffy, P.E. [ - ]i Materials Engr 41Tx LOG (360) 709-5420 ��"" '� PE: T. MADDEN x(2) 2� Date : 03/21/2001 OCT. -08' 01 (MON) 15 : 27 RANDLES SAND&GRAVEL TEL:253-847-4397 P. 002 t-1AR- 19-01 M0N 03 :26 PM CTL. INC 295 �73:3vJ7Zts CONSTRUCTION TESTING LABORATORIES, INC. T 1201 East D Sheet, Suite 101,Tocomo, WA 98421 Telephone (253) 383-8779 Focsimile (253) 383-2231 SOIL ! AGGRIEGArE �lW #.Y_A IS TIES '. REPORT _ �, .f Randier Sand 8� Gravel arch 16, 2001 �- _ M — I ..,.7...._ �— DAn _March 16, 2001 MISC. TESTING ,- Pltorx.'T NIA - - ': �-- 06�—_— T-1781 ,,NTRAccrG� Client - o ax[ON' Sleve wet Analysls ;;:_ � ,,'_ _ 1--139 NIA Ly"0-P- aw MINUS CSTC CLIENT o s�. _ Stockpile rcx_drfgtK Ma CLIENT Frederickson _ ... __ .-. -" - ".i1CV�AN11L11>!1» --', AgornbM[f1L pl►tA S I F.v le SIZE °!.PAS5JN(i SP CI I`tCAZ101� ;_mq. rVW. . - 314" 100 100 oEGa4v� la,N 1 r2"_ i� 9.3.5� :�"rssM01mus:. conuac�c NO:_ _ _�---T---- - --1r4" S5 0 55 - 75 K nRortie?~ v sa wNr*.._. � Nb # d 43.0 ---- # 8_ 29.1 #_16_ 18.9 _ i�gtrxb�:, IT(W, --- # 40 10.8 _ t 8 - 24 QI� J �11K1 —_- in.A§TiCTTY tr?R6 # 200 4.4 } 0 10 i ocrs uH�tnstc — _ - �—� spi�cl���cRi►vi-t� _-- - %Mbls=- FIFLD NIA _ - �; r "a E_LE AUTO PROCTOR HAMMER,OHAUS 1202,BLUE "M' OVEI �? =>c.�itt15 7 MARCH /� nvvtE�vrtn ( / =z�gD81' icuoss f fmd 1>A COM TSD IVIAI2Ci� J9, 2001 SY grtppRT JLNqLL NOT NO REPR000CED FicrMY AN►UL IT"OUTYRE Y1lftil`"W APO R0 XL OF 1M9 tAISORATORY. mac:CUE,`tT,MAIL D1&VWUUTWN N'ORb/Q.fa Radioed:10rtwm/17.k Tyyed:O�1P41 Da1C A-Ed:07-19-01 OCT. -08' 01 (MON) 15 : 27 RANDLES SAND&GRAVEL TEL: 253-847-4397 P. 003 ?9HP- 1 4-01 mON 03 :27 PM CTL, INC 205 �rs'sn'Ln - CONSTRUCTION TESTING LABORATORIESr INC. <�r 1201 East b Street, Suite 101. Tacoma, WA 96421 s ..o� Telephone (253) 383.8778 Facsimile (253) 383-2231 • MAXIMUM DENSITY-OPTIMUM MOISTURE DETERMINATION ANALYSIS REPORT ed: March 16, 2001 Sam l Client: Rand].es Sand & Gravel Date Sampled: MXSC.TESTING Contract No.: N/A Job No.- N/A P.0.4: N/A Address: N/A Leib No.: 1 -1 39 Proctor No.: P-1--- Contractor: Client Report No.: 06 Project No.: 'T- 1781 FIELD DATA: Source of Sample: Stockpile Location or supply Frederickson Soil Type & Color: 3/4" MINUS CSTC LABO TORY DATA: MOISTURE % OF DRY WEIGHT maximurn Dry Density: 1 3 8 - 0 pcf Oprimun,t1lamure: 7 - 2 - Test Spccl—icaLions: D 1 557 C Cylinder: 6 j — - Ibs- G - - - - Hammer: 1 0 - - - - - .. H - - - - - Drops: 18 T — _Layers; 5 138 _ - - Hlows[Layer: 5 6 L Nfoisture %: N/A B _ - S 13E Remarks: " - - P - E _ R 134 C Techniciao: JCRQSS find 132 Sampled By: -- DelivcredBy: Marty (CLIENT) r 130 Reviewed - - - - 13Y: JCROSS I OMS-10, 4 OCT. -08' 01 (MON) 15 :28 RANDLES SAND&GRAVEL TEL: 253-847-4397 P. 004 MAY-0Lt-00 MON 02 :50 PC 5880928 P_ B1 4 � TION TESTING LABO AR TORIESr INC. �pN57RU� WA 98421 1201 East D Street, 5u't Telephone (253) 383-8778 ,Er �'��, Facsimile {253} 383-2231 �i4VA ­Sf _ A'fi s ted' 8 05 2000 � 77TD,te Specjiu�si(s) amn May � - - cl�ent. ..- Randles Sand t Gravel7 aaspecimen($)-S*rltted. May 05, 2000 _ - MISC. TESTING ; iiCslswwQYBy - CUNT Project: _._ ..:.:_ _ ;: '_ :._ ..-- -- Spcc ei+C5)-stibt�itted y: Ron Cox CLIENT Address: NIA . -- • - - - ..' .. Conrtar�tNo:; : NIA t C_ona-acto=_ Client NIA w.o. NO.__ NIA RODuct 10 PO Nb-: ` Material WASHED SAN lob N NIA ID-#_ NIA Lab#__ 0--2$9 o.. Stock ile Location o�.Suppiy Frederickson Pit _ ! Sourco o�Sample: -•-------••----- �- ', ------- - - Lest s R uesied- Date.C.Otn.P1 M,&'._. may 8, 2000 _�- c)e�--- Sieve wet An siy� s _ Rom . : - 99 Project#: ` —0951 Tect1�ucian: JCROSSlfmd SIEVE AN LY51S ADplT10 L, DATA ?.--- SiEVF SUP 9� PAssINe Sp�c>Ff�AT�ar�� Abso oa_ 31$" 100 -- 75-100 � - --ss'Medulit '- 48 70.7 Exacta. -- --- # 10 _ 62.3 ydron # 16 30.i 1 �. #40 9. # 100 1.9 0- 10 _LA Abra #200 1.5 0 Y2 ]. # 270 1.4 0 � s' ...z..oQsc viiit_ _ ." Orga�ia.IDaf. _ - -_Sand Egtuval� N 1A D �YELD�tE -•---• - LAB REMARKS NIA jZ�ytivrFd. ----- -•- • ---- -- ••--•.. . aria Ries"-r(s)STATVSI�* NIA u[T(s) CAXED To: ATTN: M RrtY 1 Fax No.847-4397 JcRo"•r nrKsmkf+ (!LT(S)FAXEAc - Ma 8,2oaG / word I IDMA TvnAd:OVAlnn I oAfA RAC'MAV A.20M OCT. -08' 01 (MON) 15 : 28 RANDLES SAND&GRAVEL TEL: 253-847-4397 P. 005 RANDLES SAND & GRAVEL, INC. 19209 CANYON ROAD E_ • PUYALLUP, WA 98375 (253) 531-6800 0 FAX (253) 847-4397 ' PIT NO_ SAMPLE NO. DATE y—� TIME ` �� ,AGGREGATE FOR Ax ❑STATE PROVIDED SOURCE; ❑CONTRACTOR'S SOURCE; O INFORMATIONAL SAMPLE ONLY; ❑MATERI PLACED IN STOCKPILE; ❑SAMPLED AT POINT OF ACCEPTANCE; ❑FIELD TEST OF CONTROL SAMPLE NO. —; ❑PROGRESS SAMPLE NO- TOTAL WT_ OF SAMPLE TAKEN (BEFORE SPLIT)_ FINE GRADING (114""MINUS) U.S.NO- RETAINED PASSING SIZE RETAINED PASSING SPECIFICATIONS FRACTURE ° 4— GMS. — /e 2% GMs. x1 —� -- x 5 - GMS. % Z GMS. x e� GMS_ i0 GMS. % —. 1'/2 GMS- x x x 16� GMS. % 1% GMS. x��� GMS. 30 GMS. 1 aMS. x 40 GMS_ Gus- x x 50 GMS- So— GMS- 100— GMS_ 'Ix GMs_ �x 200 GMS. GMS. GMS. PAN_ -! -5 �L - _— _ _— — ------— SPECIF_ /. Gus_ MAX_ Ll MIN- MIN- Gus Gus. f f 40 caMS. I 50 GMs- x I 80 —aMs. �—� .. ET 100 aMS. 200 GMs- x_ PAN- TOTAL�"' T OCT. -OBAI MON► 15 :28 RANDLES SAND&GRAVEL TEL:253-847-4397 P. 006 REPORT AUG 3 0 2000 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 'S 1201 East D Street, Suite 101,Tacoma,WA 98421 Telephone (253)383-8778 Facsimile (253) 383-2231 UYS �;, ` Randies Sand & Gravel OAT an S PLEA-- August 28, 2000 ►T_ - ---------- ----: 2000 - MISC. TESTING �„ SPECiMe 9)s!LR nq;r�D_---------- August st 28, PROJECT' ------------------�`�( -- NAME:.. SP@CIMEN(S�SAMPLEDCLIENT -By'-----_--- - ------------- -- MARTY(CLIENT) ADORESS;_ N/A sECiMs�sv�r�rrrEo:aY;__-- CoNTRACTOR: Client Po No_^ N/A - --- RIGID PIPE BEDDING CONTRACT NO.- NIA W.01 NIA .MATERIAL ............. -. ----------- N/A N/A �D _ :sae Noy �-¢ ��• ---- SOURCE. Stockpile LOCA'IlC aOF SUPPLY: Fr@derlGk50n OP SAMPLE' P --------------- Sieve (wet) Analysis •DATE COMPLETED: August 29, 2000 TESTCSjREQUEBT�___ 951 TECH NLCLW. J C' `OSJ/fmd REP'oRT:No.: 107 PROJECT NO-' TKO .!,ADDtT10MAL DATA.: SIEVE SIZE . °/.PASSING' SPECMCAnONS Absor-pt----- 1" 100 100 w Dc da ou:: '/As 80.0 25—80 # 10 2.6 Fi------e_E:arerf�Q:-- # 1 B 0.8 - #40 0.3 `tff # 100 0.2 , # 200 0.1 0 -7 LA:Atmia Lgo id tom .gias�c.�m 1 T.�asc.�lait �L� -------------- NOW INK •pfi Tells` -� Sand E4an Spocific Cn r-. �Set4fatcSo� �5atls Clams P�etin REMaRxs . PPA GRAVEL-PRODUCT 01 .0TFET s ------- ---- LA6 REMARKS: NIA l;wvi�id:. RESULT(3)'S7ATtiStt VON. . . -fi800ESU ? MARTY 00/ ( ) (253) 531R S :Wnrd I Date Tvnad:ORr-Join]I Data Rard: ORI3nInn 10/08/2001 15: 21 2535205281 CTI PAGE 02 itACr v 9 p .. Contract Noss v rCITY cc A � Submittal rr �" Section No: 'O .9 3 � — 4 Up Approved. iwu Si a te: Aggregate Sieve Analysis Results e Misc. Testing Services Source: P-3 WSD07 Pit#B--231 Date Obtained: 9/17/2001 Material Type: WWbOar T.p Ca per Sieue Size Metri- percent possina sample Specifications 1.75' 31.500 100.0% 1.0" 25.000 100.096 3/4" 19.000 100.0% 100% S/8" 16.000 99.1% 1/2" 12.500 07.9% 3/0" 9.S00 71.6% 1/4" 6.3W 55.6% 55-75% #4­-�71 4.750 43.6% - 2.360 #10 2 000 21.1°lb #16 1.180 #20 O.Bso 12.7% #30 0.600 #40 OA25 8.49b B-24% #SO 0.300 #60 0.230 #80 0.180 #100 0.150 #140 0.106 #r/O 0.090 #20 0.078 1 4.1% 0-10% #270 O.OS3 See m Ti MfAIfIELII�!-��� City Transfer of Kent, Inc. 2720 a.Valley Hwy. Eaat,Sumnsr.,Wi4 90390 P.O.Box 1048 Koren WA 9803,5 Seattle(253)850-1775 Taovnw.(2W)8e34se ADx0 f 050-1787 10/08/2001 15: 21 2535205281 CTI PAGE 03 r CgCC2njO �9 J C Contract No: a rrr�u► w Subm440 ttal No FQ QQ Se S Ap Si Aggregate Sieve Analysis Results Misc. Testing Services Source: P-3 WSDOT Pit#B-231 Date Obtained: 9/17/2001 Material Type; #rowel Airr+rm Sieve Sixe Metric Percent Passin—g -11 Sample Speclflcatbns 4.0' 14a.Qaa 100.0% ICO% 3.0' 7S.Qa4 100.0% 1,5" 37 500 100.0% 1.25" 31500 100.0% 1.0" 25.00o f 00.096 314" =1 19.000 97.0% s/8" 18_00o se.o% 1/2" i2,300 77.9% 31ir 9.500 67.8% 114" 6.300 63.8% #4 4.780 59.5% Sp-8p4b #8 2.360 #70 2.000 Z.2% #16 1.180 #20 0250 31.2% #30 1 0.600 #40 0.425 13.0% 0-30% #'S0 0.300 #CIO Q.25aIF #100 a.tso #700 6.075 1 1.3% 0-7% #7.7o 0.08 -0-0 pie 1t d�JY+ City Transfer of Kent, Inc. 2720 E.Valley Hwy. East SumnorWA 98390 P.O. Box 1048 Kant WA 98035 Seattle f263)8l10-1776 Tacoma(263)863.4556 Fex(253)850-1797 CECCIiNTI October 8,2001 Mr. Daniel Carey, P.E. City of Renton Surface Water Utilities Renton City Hall—5th Floor 1055 South Grady Way Renton,WA 98055 Re: NE 7tn St/Monroe Ave NE Storm Drainage Project Project No. SWP-27-2884 EROSION CONTROL PLAN The purpose of this plan is to prevent sediment laden water from migrating into the City of Renton drainage system, other water courses,or private property. An assessment of each existing catch basin within,or near the construction site will be made to decided if catch basin protection will be necessary at that location. Catch basins expected to require sediment protection are: • Within and just west of the intersection of NE 6tn PI. and NE 7th St. • Existing catch basins to remain along Monroe Ave. NE(stations 43+99,46+93,48+08,51+10, 51+13,53+30, 53+33,53+34, 59+39 LT, 59+39 RT,61+78,61+80,61+84,63+47,63+63,63+91,65+10, 65+11, 65+65,65+89, 66+14,67+93,68+20,&68+35. Stockpiles will be covered with plastic sheeting at the end of each workday. Plastic will be secured against the wind. Runoff from the plastic will be directed to the City stormwater system—directed away from private property. Under wet weather situations no soil shall be left uncompacted and exposed to moisture. Special care shall be taken to slope exposed earth to direct runoff away from sensitive areas. Removal of trench excavation shall be followed as soon as possible with backfill of suitable material to minimize the amount of water collected within the trench. If property adjacent to the construction area is equal to or lower in elevation,a silt fence will be installed parallel to the trenchline in order to minimize sediment migration to private property. Areas higher than the construction area,or areas that have an existing curb"protecting",will not receive a silt fence. It is expected that silt fences will be installed as the pipe crew moves along the street—not all at once at the beginning of the project. The reason for this is that the silt fence will not be needed in an area until the pipe crew comes through and removes the pavement,curb, and/or sidewalk. Sincerely, Ceccanti, Inc. n VanderGriend Estimator/Project Manager CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 98387.0030 (2531537.2980 FAX 12531537.6943 r IN f 0 Notice To Proceed 1 d 1 d 18OCT01 * 18OCT01 I Notice To Proceed0 Photo ra hs 3d 3d 19OCT01 23OCT01 ►®Photographs00 Mobilize E ui ment 10d 10d19OCT01 01NOV01 ► Mobilize Equipment 10 Erosion Control 2d 2d 22OCT01 23OCT01 ►W Erosion Control 00 Ins ection of Storm Sewer-NE 7th St. 5d 5d 02JAN02 08JAN02 ► Inspection of Storm SewerNE 7th St. 10 Ins ection of Storm Sewer-Monroe Ave. 5d 5d 21JAN02 25JAN02Inspection of Storm Sewer-Monroe Ave.NE 00 Ex ected Com etion Date 1d 1d 01 MAR02 01 MAR02 ►1 Expected Compe 10 Contractual Com letion Date 1 d 1 d 09APR02* 09APR02 NE 7th Street •Station ... 2000 Traffic Control as Submitted 2d 2' 24OCT01 25OCT01 ►W Traffic Control as Submitted 2010 24"MainE h Structures 19d 19d 26OCT01 21 NOV01 ► 24"Mainline with Structures 2020 Cros I e I CB, 14d 14d 02NOV01 21 NOV01 ► Crossings and Type I CB's 2030 ACP Restoration Crossin s Onl 14d 14d 06NOV01 23NOV01 ► ACP Restoration(Crossings Only) 2040 All Utilities and Structures 5d 5d 22NOV01 28NOV01 All Utilities and Structures 2050 ACP Restoration 5d 5d 26NOV01 30NOV01 ACP Restoration 2060 Traffic Control as Submitted 2d 2d 29NOV01 30NOV01 ►®Traffic Control as Submitted 2070 24"Mainline with Structures 13d 13d 03DEC01 19DEC01 ► 24"Mainline with Structures 2080 Crossings and Type I CB's 7d 7d 10DEC01 18DEC01 ►�Crossings and Type I CB's 2090 ACP Restoration Crossin s Only) 7d 7d 12DEC01 20DEC01 ► ACP Restoration(Crossings Only) WIN 2100 24"Mainline with Structures 7d 7d 120DECOl 31 DEC01 ► - 24"Mainline with Structures 2110 ACP Restoration 7d 7d 24DEC01 03JAN02 ► ACP Restoration a • 5000 Curb,Gutter,&Sidewalk-NE 7th St. 10d 10d 04JAN02 17JAN02 I-EMMMEM Curb,Gutter,&Sidewalk-NE 7th St. 5005 AC Pavement along New Curbline 4d 4d 18JAN02 23JAN02 ►®AC Pavement along New Curbline 5007 Remove Traffic Control Along NE 7th St. 1d 1d 24JAN02 24JAN02 ►1 Remove Traffic Control Along NE 7th St. 5010 Private Driveway Restoration 8d 8d 25JAN02 05FEB02 I Private Driveway Restoration 5020 1 Landscaping and Fencing 12d 12d 06FEB02 121FEB02 ► Landscaping and Fencing 5030 Trimmingand Cleanup-NE 7th St. 5d 5d 22FE602 28FEB02 ►:T >• Trimming and Clea . • 11 • • 11 3000 Traffic Control as Submitted 2d 2d 26OCT01 29OCT01 ► Traffic Control as Submitted 3010 24"Mainline With Structures 15d 15d 30OCT01 19NOV01 ► 24"Mainline With Structures 3020 Permanent Asphalt Restoration 4d 4d 20NOV01 23NOV01 ►�Permanent Asphalt Restoration 3030 Remove Traffic Control 1d 1d 26NOV01 26NOV01 ►1 Remove Traffic Control 3it I 040 All Utilities and Structures 7d 7d 27NOV01 05DEC01 ► All Utilities and Structures 3050 Permanent Asphalt Restoration 7d 7d 28NOV01 06DEC01 ►®Permanent Asphalt Restoration - 3060 Traffic Control as Submitted 2d 2d 07DEC01 10DEC01 -► Traffic Control as Submitted 3070 18"&12"Mainline With Structures 15d 15d 11DEC01 02JAN02 ► --< 18"&12"Mainline With Structures 3080 Permanent Asphalt Restoration 4d 4d 03JAN02 08JAN02 ►:.. . Permanent Asphalt Restoration 3090 Remove Traffic Control 1d 1d 09JAN02 09JAN02 ►H Remove Traffic Control rb 3100 All Utilites and Structures 7d 7d 10JAN02 18JAN02 ► All Utilites and Structures 3110 Permanent Asphalt Restoration 7d 7d 11 JAN02 21 JAN02 ►®Permanent Asphalt Restoration • . • . Ave.NE - 4000 Curb,Gutter,&Sidewalk-Monroe Ave.NE. 12d 12d 22JAN02 06FEB02 ► Curb,Gutter,&Sidewalk-Monroe Ave. NE. 4005 AC Pavement alongNew Curbline 4d 4d 07FEB02 12FEB02 ► AC Pavement along New Curbline 4010 Trimmin and Cleanup-Monroe Ave.NE 4d 4d 13FEB02 18FEB02 ► Trimming and Cleanup Monroe Start date 16OCT01 Early bar Finish date 09APR02 Progress bar Data date 16OCT01 Ceccanti, Inc. Critical bar Run date 08OCT01 NE 7th St. / Monroe Ave. NE Storm Summary bar Page number 1A ♦ Start milestone point ©Primavera Systems,Inc. ♦ Finish milestone point 2062 MAR APR MAY JUN JUL AUG SEP OCT etion Date 1 Contractual Completion Date anup-NE 7th St. l Ave.NE Start date 16OCT01 �Early bar Finish date 09APR02 Data date 16OCT01 Ceccanti, Inc. Progress bar �Run date 08OCT01 Critical bar Page number 1B NE 7th St. / Monroe Ave. NE Storm Summary bar ♦ Start milestone point ©Primavera Systems,Inc. ♦ Finish milestone point CECCIINTI October 9, 2001 Mr. Daniel Carey, P.E. City of Renton Surface Water Utilities Renton City Hall—5th Floor 1055 South Grady Way Renton,WA 98055 Re: NE 7h St/Monroe Ave NE Storm Drainage Project Project No. SWP-27-2884 Daniel: For the surveying of this project, Ceccanti, Inc.will employ the following firm. Prizm Contract Surveying,LLC See attached copy of license. Sincerely, Ceccanti,Inc. i J 'anderGriend Estimator/Project Manager CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 08387-003912531537.2000 FAX 125315371043 STATE OF WASHlN DEPARTMENT OF LICENSING-BUSINESS AND PROFESSIONS DIVISION THIS CERTIFIES THAT THE PERSON NAMED HEREON IS AUTHORIZED,AS PROVIDED BYLAW,AS A PROFESSIONAL LAND SURVEYOR m m •- 0 0 PRIZM CCNTRACT SURVEYING LLC PIERCE,DENNIS J _ 8024 TANWAX DRIVE c*� OLYMPIA WA 98513-5539 Ln N Reference Number ' Issued Qa#e Expiration Date :xo ) �`�'mt. DIR��TOR �° ` -� 33147 ,� w•'�•, 0`�6 �s``. 02 1,�03 � n a� a _ _ L In an a w N N H L t1.. N N 0 m 0 U 0 t CECCIINTI October 9, 2001 Mr. Daniel Carey, P.E. City of Renton Surface Water Utilities Renton City Hall—5th Floor 1055 South Grady Way Renton,WA 98055 Re: NE 7m St I Monroe Ave NE Storm Drainage Project Project No. SWP-27-2884 Daniel: For the compaction testing on this project,Ceccanti, Inc.will employ the following firm: HGE Consulting See attached qualifications. Sincerely, Ceccanti, Inc. Jon Van erGriend Estimator/Project Manager CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 30 SPANAWAY WA 08387.0030 (2531537.2000 FAX (25315371043 OCT-08-2001 03 :36 PM H GECONSULTING 360 893 0045 P_ 01 Fax Cover Sheet HGE Consulting 907 Orfing-Kapowsin Hwy. Orting Wash. 98360-0489 360-893-0045 360-893-0062 Send to: From: Meg LHon 1 Attention: n }� Date: Office location: ( Office location; Orting Wa. �Q- Fax number: Phone number: 36"93-0045 L.J Urytrnt ^j Reply ASAP J Please comment I__1 Please review I_J For your information Total pages, including cover: Gommenh- f OCT-08-2001 03 :37 PM H GECONSULTING 360 893 0045 P . 02 Key Penannel Henry Alai,PE, PHD Senior Geotechnical Engineer Henry is a geotechnical engineer with over 20 years of professional engineering experience. He brings experience from all over the world. He has successfully completed projects in Japan, Afghanistan,and Ethiopia just to name a few. Henry has served as a project field engineer to provide professional engineering services ansite. He has a PHD in soil mechanics and specializes in slope stabilities, foundation design,seismic risk evaluation,retaining walls, and pavement stabilizations using various soil cement mixtures. Hot Parks Senior Geologist/Geotechnical Project Manager Hal Parks is a professional geologist with over 20 years of professional experience in the fields of applied engineering, hydrogeology, and environmental geology. His experience has focused on evaluation of geologic landslide hazards and how these hazards relate to the past, existing, and future use of private, commercial,and public property. His project experience includes retaining walls,airport runways,roadway stabilization and rehabilitation,and various buildings ranging from modest single-family dwellings to large high school and commercial structures. Hal specializes in landslide stabilization,roadway subsidence, and foundation design. In recent years he has provided these services to both municipal and commercial clients throughout Mason, Lewis,Thurston,and Crays Harbor Counties. Jamie Hicks Geologist/Special Inspector Jamie Hicks is a Geologist and ICBO certified Special Inspector with over 9 year's experience. Jamie has preformed numerous Geotechnical and Environmental investigations throughout Western Washington. He has extensive landslide evaluation and field investigation experience. His Special Inspection experience includes reinforced concrete, structural masonry, and underground storage tanks. He also has performed numerous quality control/quality assurance inspections on landfill liners. In recent years he has served as project manager for LRI landfill Cell 2, Manchester EPA landfill cover, and Centralia landfill cover, His most recent Special Inspections include foundations for the Transalta Energy Corporation, footings and gunnite for the pool for the Olympia SCUBA Center, the Carbon River Forest Service Bridge and Beard property tank pull (Vashon Island). He also performs Phase I and Phase II site assessments for property transfers and performs Asbestos and Lead surveys. George Hicks Senior Lab Manager I Special Inspector George Hicks has over 15 year's experience in construction materials testing. He has worked on numerous state and county projects throughout Southwest Washington. George has managed both in the field and in the lab, numerous construction projects such as the highway 509 cable stay bridge, 1-5 repaving from Tacoma to King County line, and highway 101 paving projects. George has also swerved as an inspector in batch plants, both concrete and asphaltic concrete,throughout Western Washington. He has also served as an independent assurance tester for WSDOT to ensure that contractors and inspectors were working within the specifications provided by WSDOT. His most recent work includes a number of different paving projects, concrete pours, and laboratory materials testing, OCT-08-2001 03 :37 PM H GECONSULTING 360 893 0045 P. 03 Blaise Jelinek, EIT Engineer-in-Training/Hydroge logist Blaise Jelinek has over 4years of geotechnical and environmental engineering training.Blaisc has a Masters degree in geologic engineering. Blaise has extensive experience in managing groundwater remediation systems. This includes operations, maintenance, and initial setup. Some of his past projects include Northrop Grumman, Mobil Petroleum, and USA Petroleum. Along with these, Blaise also has extensive experience in groundwater modeling, soil remediation, and environmental compliance monitoring. Blaise also is a certified site assessor in the state of Washington and is able to perform site sampling for underground storage tank removals. Blaise has vast experience in performing Phase I and Phase II site —alvm;a U&ha. elan„« o„a A a tii&+ r p1aMa OCT-08-2001 03 :39 PM H GECONSULTING 360 893 0045 P- 01 Select Project Experience Density Text and Compaction Test for Corrin Ave. to Train St. project in Orting,WA- Provided materials testing and took in place densities with a nuclear gage Density Test and Compaction Test for Water System Improvement Project in the City of Roy,WA. Provided materials testing and took in place densities with a nuclear gage. Density Test and Compaction Test for Buckley-Hlnkleman Extension Project in the City of Buckley, WA Provided materials testing and took in place densities with a nuclear gage. Quality Control for Concrete Reinforcement and Concrete E mheds for Transalta Centralia Steam Plant,Centralia,WA Served as Quality Control/Quality Assurance for Big Hanaford foundations project at the Centralia Steam Plant. Duties included inspection of each incoming loads of reinforcing steel to assure it matches each bill of lading. Supervised the storing and placement of the reinforcement to ensure it matched the specifications. Prepared weekly reports for materials received and weekly production summaries. We were also responsible for Quality Assurance of concrete delivered to the site and for placement of concrete. This includes,but is not limited to, formwork,proper vibration, and proper placement. Served as secondary site safety officer,which later turned into full time site safety officer. This included filling out OSHA monthly reports, monthly consumption reports,weekly site safety inspections, and site safety meetings. Portland International Airport Runway Addition Portland,OR Provided geotechnical investigations, construction inspections, and materials testing services for the addition to an existing runway. Major technical issues include presence of wetlands, differential settlements, and the major scheduling problems associated with constant air traffic and FAA restrictions. Hoodsport Landslide Stabilization Hoodsport,WA The landslide is an ancient multiple rotational slide which covers about a quarter of a mile. Heavy rainfall and extreme flooding coupled with new hillside construction re-activated the landslide in 1995-96 causing the hillside to become unstable. Movement of the landslide pushed through the back wall of the Hoodsport 13P Store. After an investigation the hillside was stabilized with the addition of a proper drainage system for the surface water generated from the new construction upslope and dewatering of the hillside. We oversaw all construction activities and performed all materials testing. OCT-08-2001 03 =40 PN H GECONSULTING 360 893 0045 P_ 02 Geotechnical Engineering and Special Inspections fbr Safeway Stores Various Locations throughout Washington Provided geotechnical-engineering services including drilling and design for new Safeway stores. Most of the structures are reinforced masonry buildings on reinforced concrete footings. We oversaw all construction activities and performed special inspections and materials tasting on the reinforced concrete and reinforced masonry. Geatcchnieal Investigation, Foundation Design,And Special Inspections Tumwater School District,Tumwater,WA Provided drilling services and gootechnical design for the new high school in Tumwater. Work included drilling 8 exploration boreholm to examine subsurface conditions. Recommendations were for a spread footing system. Major geatechnical issues encountered were the relatively high water table and the presence of an organic peat material in one of the boreholes. We oversaw all construction activities and performed special inspections and materials testing on the reinforced concrete and reinforced masonry. Carbon River Bridge U.S. Forest Service,Mount Rainier National Forest,WA Provided construction materials testing on the new Forest Service Bridge. Inspections included both field and lab testing of concrete,masonry,and asphalt. Bridge was constructed in conjunction with the Forest Service and by the Federal Specifications adhered to by the Forest Service. Geotechnical Investigation and Materials Testing fbr the Olympia Divers Center Olympia,WA Performed geotechnical investigation for the Olympia Diving Center.Performed materials testing including soils testing, concrete testing,and gunnite(shotcrete)testing. Performed special inspections on intallation of gunnite and placement of concrete. Performed soil density tests for building subgrade and utility backfil ls. Special Inspections and Materials Testing ror the Old Lewis County Courthouse Remodel Chehalis,WA Performed concrete inspections for the remodel of the old Lewis County courthouse. This included high early strength requirements and seismic upgrades to load bearing members. Agate Road Realignment Mason County, WA Provided engineering geology,geotechnical investigation,and materials testing for the realignment of approximately 1,000 feet of roadway to eliminate hazardous curves. Major geotechnical issues included the presence of wetlands, stabilization of cut slopes, and roadway fill settlement. OCT-08-2001 03 :40 PM H GECONSULTING 360 893 0045 P_ 03 REFERENCES Davinci, Inc. General Contractor, Tom Baune, President 10205 NE Etna Rd. Woodland, WA. 98674 360-225-8579 CA Goodman Construction Co. Cecil A Goodman, Superintendent PO Box 398 Auburn WA.98071 253-856-3702 Harlow Construction Mark Harlow 3057 Soundview Court Gig Harbor WA. 98335 253-851-2287 Gray and Osborne, Inc. Randy Raymond Civil Engineer 701 Dexter Ave. N. St. 200 Seattle WA. 98109 206-284-0860 Schwiesew Construction Mike Schwiesew 920 Fair St. Centrailla, WA. 98531 360-330-2005 City of Olympia Mark Hicks 360-507-6299 BMW-Pilchuck Daryl Raider 360-807-3053 OCT-08-2001 03 :40 PN H GECONSULTING 360 893 0045 P_ 04 EQUIPMENT Nuclear Densometer USA DOT- 7A TYPE A RQ, RADIOACTIVE MAITERIAL SPECIAL FORM, U N 3332 S.N. M38088380 U.S. FILTER/DISTRIBUTION GROUP P.O. Boxx11264 •• Puyallup, WA 98371-0237 • (253) 840-8558 FAX (253) 840-1 141 TO CC�TiCL/ / � PAGE OF CATE� Joe NO. CUCTE NQ i f r ¢ JC8 NAME Attention: /AV46�e Gentlemen: WE ARE SENDING YOU E: Herewith ❑ Under JOB LOCATION separate cover the fallowing items CUSTOMER ❑ Plans = Shop Drawings ❑ Purchase Order ❑ Specifications Spies El Copy of letter ❑ Tracings "Catalogue Cuts ❑ ❑ Prints ❑ Change Order ❑ COPIES DATED NO DESCRIPTION THESE ARE TRAN�Sk�i7TED as checked below_ For approval a Approved as submitted ❑ Submit copies for distribution ❑ For your use C: Approved as noted ❑ Resubmit copies for approval ❑As requested E Returned for corrections ❑ Retum corrected prints ❑ For review and comment ❑ ❑ ❑ FCR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS S�b�itbl Nc � SOCEN Mac COPY Ta U.S. FILTER/DISTRIBUTION GROUP DATE: QUOTE NO. PAGE OF COPIES DATf=D NO T / DESCRIPTION 4�y/ REMARKS COPY TO SIGNED: ADVANCED DR ENTr�`�E S����T�'T� , Tilt . Joint types and capabilities Pro-Link St Pro-Link ULTRA Pro-Link WT Series-95 Series-85 Series-35 and Series-65 *Standard ADS N-12 split *Bell and Spigot pipe joint *Series-35 coupler *Gasket meeting AS F 7 *Pressure testable joints *Available for pipe 3"to 2" *Joint-pressure rated(m ified *Thermal-molded PVC double 11 *Used on AASHTO M-1 2& ASTM D 3212 to 3.5 water) coupler with ASTM F 477 M294 Type C and S p' a *Single installation—n gaskets *Wraps around pipe fits additional work to in 11 split *Bell&spigot configurati into external corrug ions couplings *ASTM D 3212 qualifie at *Easy to install Clos with *Requires lube to in all > 10 psi. cable ties *Pipe is manufa to meet *Joint lube required install *Premium split co ling AASHTO M 294 ype S *Available 4"thro 10" *Same as stan in all *Used where a m e stringent *Pipe is manufa ed to meet respects soil tight or no estable water AASHTO M 2 Type S *gaskets are ' lled inside of tight joint is r ired *WSDOT/AP A approved for the couplin or a more testable s s secure soil ght leak resistant ***TES I G*** *Used wh a Sanitary Sewer joint Quality' int is necessary per the *Available or sizes 12" *Primary Id Test— Visual desi gineer through Alternat dditional if required Mandre r TV ** STING*** ***T STING*** ***Not be fleld tested other than th1procedures indicated *F !d test<Spsi *Prima feld testis Visual. Man el or TV. ASTM F 1 417 Alter te/additional if required WSDOT section 7-04 3(1) Alan el or TV *Series-65 *Pressure testable joints *Thermal-molded PE welded on bell coupler *ASTM F 477 gaskets *ASTM D 3212 qualified at > 10 psi. *Joint lube required to install *Available 12"through 48" *Pipe manufactured to meet AASHTO M 294 Type S *WSDOT/APWA approved for testable systems(See WSDOT QPL) *Used where a Sanitary Sewer Quality joint is necessary per the design engineer ***TESTING*** *Field test<5psi ASTM F 1-/17 WSDOT section 7-0-1.3(1) issued: December 14,1998 Standards Applicable to Ductile Iron Pipe and Fittings / Thickness Design of Ductile iron Pipe.............................. r\NSI/AWWA C1s0/A21.30 DIMENSIONS AND WEIGHTS FOR SPECIAL CLASSES OF Ductile Iron Pipe for Water and Other Liquids .................. ANSI/AWWA C151/A21.31 PUSH-ON JOINT AND MECHANICAL JOINT DUCTILE IRON PIPE FEDERAL WWP421 D,Grade C Ductile-Iron Pipe for Gravity Flow Service........................ .ANSI/ASTM A746 Ductile-Iron Fittings for Water and Other Liquids 30"through 36.. ...................................................... ANSI/AWWA C110/A21.I0 Pipe manufactured in accordance with ANSI/AWWA C151/A21.31-91 under method of Ductile Iron Compact Fittings design outlined in ANSI/AWWA CI 50/A21.50 3"through 24"......................................................... ANSI/AWWA CT53/A21.53 Flanged Fittings............................................................ ANSI/AWWA CII0/A21.10 ANSI B16-1 Ductile Iron Pipe with Threaded Flanges........................... ANSVAWWA.Ct.13/21.15 Thick- Thi,k. Coatings and Linings: size ness nessr Asphaltic.:............................................... ANSI/AWWA C151/A2T51 , ................ ANSI/AWWA C110/A21.10 Si 3.96 f 9 9.a I90 ANSI/AWWA C753/A21.53 52 3 96 ; 9 10.4 211) Cement Lining ....................................... .............. ANSI/AWWA C104/A21.4 53 3 96 9 1.4 230 Various Epoxy Linings and Coatings ............................ .MANUFACTURER'S STANDARD 54 3.96 I 9 2-2 245 Exterior Polyethvlene Encasement .......................... .... ANSI/AWWA C105/A21.3 55 3.96 9 +.. 13.2 I 265 oints-Pipe and Fittings 56 _ z 3.96 9 13.2 + 265 Push-0n and mechanical Rubber-Gasket joints .............. ANSI/AWWA-C111/A21.11 51 _ 4.80 tl 11.8 740 FEDERAL WWP421D 52 4.80 11 13.2 7t)Flanged.................................................................. AN51/AWWA C715/A21.15 53 4.30' i- li ' ',4.a , ANSI 616.1 54 4,80 ......Grooved and Shouldered ..... ........................... ANSI/AWWA C606 -- ... » 4.80 j 11 76.6 - 1a0 nst Threads.............................................................. ANSI/62.1 56 l ,? 4.80 11 17.3 60 nstaltation............................ ... ANSI/AWWA C600 ' ................................... 50 ? _ � 6.90 - 15 51 6.90 15 LAYING CONDITIONS 52 6:90 d: 15 2o.a vo 33 6.90 is Type 7 t I Type 2 Type 3 Type 4 Type 5 34 6.90 i 5 24 0 55 6.90 1,5 25.3 t'0 lit bottom Flat-bottom Pipe bedded in Pipe)edded in Pipe bedded in 36 6.90 IS 27 ,` 00 :each.'Loose trench. Backtill 4-in.minimum sand,gravel or compacted granu- 50 9.05 ` 22 24.0 435 s, +ackfill- lightly consolida- loose soil.- crushed stone to lar material to 51 9 05 16.4 180 ted to centerline Backfiil lightly depth of 1/8 pipe centerline of pipe- 52 905 , 22 28.9 325 or pipe. consolidated to diameter,4-in Compacted 53 9 05 22 31.3 top of pipe. minimum.Backfill granular or se- 54 9 OS 22 33.7 510 compacted to top lest"material to 55 9.05 22 36.0 650 56 9.05 22 38.a 695 or pipe-(Ap- top of pipe.(Ap :7 50 i l 10 29 31 - 575 57 29 3 proximately 80% proximately 90% 1.10 1 . 630 r Standard Proctor, Standard Proctor, 51 10 I 29 37.8 685 AASHTO§T-99.) AASHTO§T-99-1 53 i110 ' 29 40.8 735 54 11.10 29 43.7 -90 ' 55 11.10 f 29 46.7 845 't t 56 11.10 t 29 - 49.6 ii 895 50 3.20 35 40.3 i 730 - 51 13.20 f 3S ' a3.9 795 52 3.20 35 _ 47.5 860i 53 t 3.20 35 51.1 925 otes: 54 13.20 135 54.7 985 ti Consideration of the pipe-zone embedment conditions included in this figure may be intlu- 55 3.20 35 58.2 1050�6 13.20 F _ 35 .. 61.8 t175 - enced by factors other than pipe strength.For additional information on pipe bedding and 56 3.20 1. 60 50-8 915 backtil1,see ANSI/AWWA C600- S1 15.30 60 50.8 ! 990 For nominal pipe sizes 14 in.and larger,consideration should be given to the use of lay- 52 15.30 60 55.0 's 1065 j ing conditions other than Type 1. 53 15.30 60 39 2 065 S + Flat bottom is defined as undisturbed earth. 54 15.30 t 60 67.5 1215 11 " Loose soil or select material is defined as native soil excavated from the trench,free of 55 15.30 ' 60 71.7 - 1290 rocks,foreign materials,and frozen earth. .753 365 56 15.30 60 § American Association of State Highway and Transportation Officials,444 N.Capitol St. 56 - 1 7.40 68 7 595. I- N.W.,Suite 225,Washington,DC 20001. 51 7.40 I 68 .6 1080 1160 echanical joint Pipe 52 17.40 68 69.2 12550 53 17.40 68 73-fy- 4 y I , 133 ' �zimum Allowable joint Deflection 34 17.40 I. 68 - 78.7 1420 55 17.40 t 68 I" 33.5 i 510 1, 56 17.40 68 F. 38-2 1595 ' 50 9.50 78 !' 68.7 1245 • 57 19.50 f 78 74.1 1340 52 7 9.50 78 r 79.5 1440 i 81-18' 140' 53 19.50 78 84.9 1535 81-18, 140• 54 19.50 78 90.3 1635 7' 160• 55 19.50 ( 78 95.6 1730 5'-21' 195 56 1950 78 101.0 1825 5'-21, 199 50 21.60 87 t 78.3 1420 30-3 95 t 51 21.60 87 84.3 1530 285 52 21.60 87 90.3 1635 53 21.60 87 ? 96-3 1745 -35' 285 - 21.60 87 02.3 ': 1855 3 ��' 340 55 21.60 87 108.2 1960 3° 0' 340 56 21.60 87 14.1 2065 50 25.80 105 98.7 ' 1795 )-Ft.Length 51 25.80 105 105.9 1925 52 25.80 105 13.7 2055 :h-on Joint Pipe 53 25.80 105 F 11202 2180 ' - zimum 54 25.80 105 127A 2310 Deflection Full Length Pipe - ly X 55 25.80 l05 134.6 ' 2440 56 25-80 105 141.7 2570 50 ' 32.00 170 127.9 ' Sl 32.00 170 139.9 s' 52 32.00 170 151.9 53 32.00 170 163-8 54 1 32.00 170 175.7 i 21 130 55 32.00 L70 187.6 ... ° 21 230 i6 32.00 170 199 4 5' 21 1_30 50 38.30 239 169.8 51 21 230 51 38.30 239 187.8 ' 5° 52 38.30 239 205.7 t ... 5° 53 38.30 239 223.E 4° + 54 38.30 239 241 i ... 4° SS 38.30 239 259.2 56 38.30 - 239 277.0 :- 1° t Including Bell;calculated weight of pipe rounded off to nearest 5 lbs. 3° i Including Bell;average weight per foot,based on calculated weight of pipe before rounding. Weights and dimensions are nominal per above standards. • Tolerances of OD of spigot end:3-12 in.,s0.06 in.,14-24 in.,+0-05 in.,-0.08 in., 30-36 in.,+0.08 in.,-0.06 in. 1-Ft.Length 3"-6",Nominal 20'laving length.-8"Nominal 18'or 20' May 1,2000 ROMAC FIF'� INDUSTRIES,INC. Detail Specifications for V - Romac "CB' Sewer Saddles 1 800-426-9341 MADE IN Q.S.A Adjustable Strap Bolts are 1/2" UNC rolled thread, lubricant coated bolt or nut, stainless steel per ASTM A 193, type 304. Nuts are stainless steel per ASTM A 194, type 304. Washers are stainless steel per ASTM A 240, type 304. Band is 3 1/2" wide for spreading out clamp force on pipe. The stainless welds are fully passivated'. Excess strap goes between pipe and band. � I Gasket Virgin SBR per ASTM D 2000 MBA 710, com- pounded for water and sewer service. Gaskets are especially formulated with antioxidant/antiozonant agent to increase shelf life. r Saddle Casting Ductile iron per ASTM 536, Grade 65-45-12. Protected with a yellow corrosion-resistant paint. ' Passivated: chemically treated after welding to produce a highly corrosion resistant coating. Same saddle conforming to different outside diameters. Saddle conforming to pipe. 6.275" 10.50" 18.80" O.D. O.D. O.D. 18.80" O.D. 5-4 SHORT FORM SPECIFICATIONS FOR MULTI SEWER FITTINGS -Ir SDR35 Sewer Fittings j All SDR35 gasketed sewer fittings must comply to ASTM D3034, F679 and F1336 standards.All fittings shall have a minimum cell classification of 12454-8 and comply with ASTM D1784. Materials w used for gaskets must conform to the requirements of ASTM F477 or F913.All fittings must be manufactured with a locked-in gasket.These fittings must be third-party certified to CSA B182.1 and CSA B182.2. / . Multi SDR35 Sewer Fittings meet these standards: ASTM 03034, IAPM0 CSA 9182.1& F679&F1336 CSA 8182.2 %hea Wall SDR26 Sewer Fittings II SDR26 gasketed sewer fittings must conform to ASTM 03034 shall be made of PVC resin having a minimum a cell classification oN2454-B as prescribed in ASTM D1784. c• Materials used for gaskets-Rust conform to the requirements of ASTM F913 or ASTM F477.AR <ings must have a locked-in gasket. These fittings must be third-party ce ' ied to CSA B182.2. - Multi Heavy Wall SDR26 \• C" Sewer Fittings meet �7 these standards: ASTM0303 CIA8182.2 R18 C.I.O.D. Sewer Fittings DR18 sketed sewer tees,couplings,elbows,plugs and reducers _ shall conf to AWWA C907 Polyvinyl Chloride(PVC)pressure �. fittings for wa and be certified to CSA B137.2.They shall be - UL listed and FM"a roved.All other configurations must have a - minimum DR18 wall t ' kness.DR18 fittings shall be made from - a compound with a mini mtx 1�cell classification of 12454-8 per ASTM D1784.The compound must have a minimum Hydrostatic ` Design Basis of 4,000 psi and must4e listed with the National Sanitation Foundation. Fabricated'DR18 fittings shall be made from se dents of DR18 AWWA C900 or C905 pipe welded together.The plie stock used to manufacture the fittings must be third-party certified toSB A 8137.3. Multi DR18 C.I.O.D. Sewer Fittings meet these standards': NSF-61 AWWA C907 Factory Mutual Compound listed by L CS\132 approved National Sanitation Foundation `s , for potable water service * �- This does nct apply for all configurations.See above paragraph. • • • rIP .t J � . I�} a 11 r "3�,\1\mil{'}���•'����'� i? y O .e .. �\�00 sW Z '?✓ i. yi'�i �±,. ^C-. _Y � �i A 7�; r•� �x � Jy•I,M' 9 0 � ;tiF"�TA:.�: .fp i;`; T"' RFf �t�f�@@k1,}3rrt1 �;{ y mSin �a ,yi � 7t '��,`•T F,,r'.. 5� T:: ,�rt' ..�k�J f( .. }._ ?2: .��t ��sair'43t^. 1*t{,�. 'aF,�{r� i1'jx� d�i•• F' �' a .l ltt.7� 'av ��! ��a+i 1 S �, •.J,'.{� �` 3 .t �` .Qr � . L;. 'w`_.i, �•" ti_. Jy� + S�' r � ! R. ;n•: ��. , �.,Y^.,q !r'�a�!..y Y •,r- , i; r f .';��. t q• r�>,r i..�t4*�Y i '�'` �s!�,s�d �!2$'�5 a?'i d 1.� ri ,�'1+ , ,�y�Q', ,� 1 q/.¢i ,\F S•.Y 1 1 Y >t •f,t�.t� f 14}1 Ap , �y �*.�qq1z... , �Y .'k:sa r �'{. .��.�; 4.. ,�� r yam(}. +t tr`✓,. tr" F�r 1•: ej i f a •'�+•.ak1` :r ,'i,:.�yJi f4+TM,i l:- tl ..t :1'� .'Y.. 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''.fit t: �'r1 :4:• � f �s-+Ni ". n. •�,� ,13 � E- � �`i' S.,' .a � ti� t`'j.� >s .:� �.• �..rp) t i�_. ...1� a .y.I� , 5za�••'i�i>: �-,.- ��"• .n, �:�3.s.: }��':;. �:er 1..�.- is.4'.z..fr�` t:� .+��,v��•,.t �J� ,Y �:> :. + �, �,, X x. .&,. '�, ��L..,, ....'.� i4� s5. �' ,�z,� �*•'. 5-�'¢,- F N "w ,�� �� 1�.,,a;; ".�'.. x •F.': >; ,.��, a.t,.. �"Fi.,+�k�Y�f a p j, ,,i..-.y�t�:t .4 �y rj�a.- � +� .�3' - '7i':,r�qr�. �i'. -b'� t ;'�` a. qyat 73a d �3,YL r 4+i. •i t'. a_. �. ,�_'F�!��!�`a'-�' •�2C i1>z..��'" =:�F ..a. x ._�.,. Y;.f? t,�{inlrti=.'y`3�`• •� w �, t?�"(k."r. y$�,.,*.rN'�"�„. y..H :t .q �! � v ��.�' ff ,,„ly_�'� .K .+ .��....; '/�' � 1�c R- _ d �.`� ';R .. RAF ..+.. T _ y. ,{ f .y''x-`J.;'ii'. ,,�,,,,^'�r` :.i. �•S .It rS�i �. 4 : %t ���'">'�i i3 fi`.�._r t�t�� r it,.447f,dr-�h �,tY'Y' -r�li:+t; ,N -� T x,:. .'��:J��_ _1SSj.•,t 9dY>L`y a�[v.,.., ,` Js `E. i'�i '', (j,x.�°.. 't;k6- <�', x •,�, �, .a ,fi.ai p. + .F•y'�yG' ',r-a i+" ',.e. �y,a. �'^ ''i� ��,�,. �` _� .�rS�`Y` _i ,rl - - - - c ;TEEL CLAMPS SUPPLIED WITH ALL COUPLINGS. A Asbestos Cement Asbestos Cement Cast Iron Or Ductile Iron Or Ductile Iron Or Plastic Concrete TO TO TO TO Cast Iron Asbestos Cement Cast Iron Cast Iron Or Plastic Or Ductile Iron Or Plastic Or Plastic Also fits steel,copper&lead piping. RIES 1051 Designed for SERIES 1055 Designed for SERIES 1056 Designed for III SERIES 1006 Designed for )estos cement or ductile iron asbestos cement or ductile iron cast iron or plastic to cast iron 'i concrete to cast iron or plastic, -ast iron or plastic, but will to asbestos cement or ductile or plastic, but will connect any but will connect any two pipes inect any two pipes with iron, but will connect any two two pipes within ±5% OD on within --5% OD on chart. %OD on chart. pipes within --5%OD on chart. chart. Excluding.l8'and over. Excluding 18'and over. Excluding 18'and over. Excluding 18'and over. art No. I A B C Part No. A I B I C Part No. A I B I C Part No. A B C ,3 1 4.75 3.38 4 1055-44 4.75 1 4.75 4 1056.125 1.651 1.651 3.5 ''i 1006-43 5.62 3.38 4 -44 4.75 4.38 4 '1055-54 5.90 4.75 5 loss•150/,zs 1 so 1 ss 3s - 1006-44 5.52 4.38 4 51-54 5.90 4.38 4 1055-55 5.90 5.90 5 loss-15o 1so 1so 3.5 r '1006-64 7.80 4.38 6 1056-215 2.40 1.90 3.5 51-55 5.90 5.38 5 1055-64 7.00 4.75 6 t 056.22 2.40 2.40 3.5 '1006-65 7.80 5.38 6 51-fi4 7.00 4.38 6 1055-65 7.00 5.90 6 1056-315 3.38 1so a I 1006-66 7.80 6.38 6 51-65 7.00 5.38 6 1055-66 7.10 7.10 6 1056-32 3.38 2.ao a ' *1006-86 10.W60 1056-33 3.38 3.38 4 51-66 7.00 6.38 6 '1055-86 9.12 7.00 6 1056-415 4.38 1.90 4 1006-88 10. 51-86 9.12 6.38 6 1055-88 9.12 9.12 6 1056-42 4.38 2.40 a •1 006-10-8 12. 51-88 9.12 8.50 6 '1055-10-8 11.12 9.12 6 1os6 a3 a.3e 3.38 a 1006-1010 12.6 i1-10-8 11.12 8.50 6 1055-1010 11.12 11.12 6 ..�1oss-4a 5.62 3.38 a 1056.53 ss2 3.36 a i� '1006-1210 15.40 110.60 6 i1-1010 11.12 '10.60 6 '1055-1210 13.20 11.12 6 1056.54 5.62 4.38 a 1006-1212 15.40 112.60 6 i1-1210 13.20 10.60 5 1055-1212 13.20 13.20 6 1056.55 5.62 5.62 a '1006-1515 18.70 15.90 10 i1-1212 13.20 12.50 6 '1055-1615 17.80 16.50 10 �1056-63 6.38 3.38 6 1056•64 6.38 4.38 6 i 1006-1818 22.50 18.90 10 0-1615 17.80 15.90 7 1056.65 6.50 5.50 s i '1006-2121 26.50 22.30 10 i1-1818 19.50 18,90 10 1056.66 6.38 6.38 6 f "1006-2424 30.50 25.00 10 •toss-aa 8.50 a.38 6 1006-2727 34.00 28.20 10 1056.86 8.50 6.38 6 --bb-P1056-88 8.50 8.50 6 a 1056.10-8 10.60 8.50 6 1056.1010 10.60 10.60 6 1056-1210 12.60 10.60 6 1056-1212 12.83 12.83 6 1056.1512 15.40 12.60 6 1056-1515 15.40 15.40 6 '1056.1815 18.90 15.90 10 1056-1818 18.90 18.90 10 'Supplied with reducer 'Supplied with reducer 1056.2121 22.30 22.30 10 'Supplied with reducer 1056.2424 25.00 25.00 10 1056.2727 28.20 28.20 10 'Supplied with reducer Short Form Specification Scope Drop Impact Test Joint Tightness This specification Pipe (6"long section)shall Two sections of pipe shall be designates general be subjected to impact from assembled in accordance requirements for a free Jailing tup (20-lb.Tup with the manufacturer's unplasticized polyvinyl A.) in accordance with recommendation.Joint shall chloride (PVC) Plastic ASTM Method of Test be tested in accordance with Gravity Sewer Pipe with D2444. No shattering or ASTM D3212, "Joints for integral wall bell and spigot splitting (denting is not a Drain and Sewer Plastic joints for the conveyance of failure)shall be evident Pipe Using Flexible domestic sewage. when the following energy is Elastomeric Seals." impacted: Materials Flattening Pipe and fittings shall meet Nominal Size There shall be no evidence the requirements of ASTM Inches Ft.-Lbs. of splitting, cracking, or Specification D3034 for 4 150 breaking when the pipe is 4"-15" SDR 35 and F679 for tested as follows: 18"-27". The pipe shall be 6 210 colored green for in-ground 8 210 Flatten specimen of pipe, six identification as sewer pipe. 10 220 inches long between parallel 12 220 plates in a suitable press 15 220 until the distance between 18 220 the plates is forty percent of 21 220 the outside diameter of the Pipe 24 220 pipe.The rate of loading Pipe shall be suitable for 27 220 shall be uniform and such use as a gravity sewer that the compression is conduit. Provisions must be completed within two to five made for contraction and Fittings expansion at each joint with All fittings and accessories minutes. a rubber ring.The bell shall shall be as manufactured Gaskets consist of an integral wall and furnished by the pipe section with a solid supplier or approved equal elastMaterial used for cross-section rubber ring, and have bell and/or spigot onjoi is shall seal in push- factory assembled, securely configurations compatible re joints shall meet the locked in place to prevent with that of the pipe. requirements of ASTM displacement during Specification F 477, assembly. Sizes and Temperature for Testing dimensions shall be as Pipe shall be designed to Installation shown in this specification. pass all tests at 73°F Product should be Standard laying lengths (±3°F). installed in accordance shall be 20 ft.and 13 ft. with J-M Publication ±1 inch.At manufacturer's Pipe Stiffness TR-614B,"Green-Tite`"PVC option, random lengths of Minimum"pipe Stiffness" Gravity Sewer Pipe not more than 15%of total (F/A y) at 5%deflection Installation Guide." footage of each size may shall be 46 psi for all on be shipped in lieu of when tested in accordance standard lengths. with ASTM Method of Test D2412, "External Loading Properties of Plastic Pipe by Parallel-Plate Loading." 10 a Division of McWane,Inc. a Division of McWane,Inc, SPECIFICATIONS SPECIFICATIONS For Ductile Iron Fittings for Water and Other Liquids For Ductile Iron Fittings for Water and Other Liquids (Continued) Introduction: !chanical joint(MJ)fittings are furnished without accessories,unless specifically ordered as Union Foundry Company manufactures a complete line of Ductile Iron fittings for th accessories". Such accessories will include all necessary MJ glands,plain rubber gaskets use in many water supply and service applications. These fittings are manufactured d high-strength,low-alloy steel(Cor-ten)tee-head bolts and hex-head nuts,In accordance Wth under standards promulgated by The American Water Works Association(AWWA) ISI/AWWA C111/A21.11 . Retainer glands,split glands,Union Flanges and other special and American National Standards Institute(ANSI)where applicable. Other hems not nnecting devices can be ordered separately as needed. covered by ANSI/AWWA Standards are manufactured under Union Foundry Standards. Union Foundry manufactures only Ductile Iron products No Gray-iron produgAs are made fittings(except sleeves,caps and plugs)will be furnished with Cement-mortar lining as set forth In All Ductile Iron castings aro Grade 70.50-05. ISUAWWA C-1 D4/A21.4 Standards,unless specifically ordered otherwise. Unless specially The following fittings lines are manufactured by Union Foundry and are fisted with the guested,all products wiil be provided with an asphaltic coating which meets the standards set corresponding latest revision of ANSI/AWWA Standards as of December, 1994- th under ANSUAWWA for the respective product Upon request,selected other linings and allngs can be applied to uncoated Union Foundry products,and are available through Union Product Sizes Standard ,undry. Uncoated products can be provided for application of special coatings or linings In the Mechanical J61nt- Id. Unless otherwise speed on the purchase order,cement lining will be Standard thickness compact 3"-24" ANSI/AWWA C-153/A21.53 In C104,Sec.4-8.1 . Full Body 3"-36" ANSI/AWWA C-110/A21.10 iskets,bolts and nuts provided are not manufactured by Union Foundry Company. Suppliers to Union Push-on Joint- (excludes 2"size) iundry have certified that these Items are produced under ANSI/AWWA C-111 /A21.11.as revised. Union-tite Compact 4"-24" ANSI/AWWA C-153/A21.53 anged fittings and fabricated pipe are furnished without joint material.Push-on fittings are provided with Flanged Fittings- ,plicable gaskets as Indicated. Class 125 Faced&Drilled 2"-24" ANSI/AWWA C-1 1 o/A21.1 o, ANSI/AWWA C-115/A21.15& ilon Foundry manufactures many fittings which are not Included In AWWA Standards. Such fittings are (excludes 2"size) oduced under"Manufacturer's Standards"and are made to accommodate working pressures ANSI B16.1 Class 125 sect upon applicable AWWA design principles for each respective product line. (NOTE:Flange ends on Compact fittings are not of the same thickness ascalled for In these standards, and are Manufacturer's Standard) I pressure ratings shown are for water service. Fabricated Flange Material- Flange Pipe 3"-24" ANSI/AWWA C-115/A21.15& )sses are not normally pre-cast on fittings. Fittings requiring bosses and/or taps Increase delivery Filler Flanges 3"-12" ANSUAWWA C-1Im21.10 ,le. The recommended maximum tap size in the body of Compact fittings without a boss is'A" ne-half inch). Refer to the Individual Specifications sections for maximum tap-size information. Glands- MJ Compact 3"-12" ANSI/AWWA C-153/A21.53 tlings with taps and/or bosses,Flange pipe and non-stock hems are not cancellable once cast MJ Full Body 2"-36" ANSI/AWWA C-11o/A21.10(except 2") In process. Such Items are not returnable. MJ Retainer Compact 3"-12" Manufacturer's Standard MJ Retainer Full Body 3 36" Manufacturer's Standard ompact wyes of sizes 14"and larger are not Included in Standards for pressure applications. Split Glands 4"-12" Manufacturer's Standard onsult Union Foundry or Its distributors for pressure ratings for spec application. Hydrant Gland 6"-B" Manufacturer's Standard Specialty Products- ALL UNION FOUNDRY COMPANY-MANUFACTURED PRODUCTS ARE IN Union Flanges 3"-12" Manufacturer's Standard COMPLIANCE WITH NSF-61, Tyton/Push-in Plugs 3"-12" ANSI/AWWA C-110/A21.10 ANSI/AWWA C-111/A21.11(Rubber Gasket Joints)applies to all CA 10 and C-153 Fittings. ALL UNION FOUNDRY 3"-12"(C-153 AND C-110)MECHANICAL JOINT,GRIP-TiTE AND FLANGE FITTINGS UNION FLANGES AND RETAINER GLANDS ARE U/L LISTED. All UFCO fdtings meet ANSI/AWWA C-104/A21.4 which establishes Standards for Cement lining and Asphaltic coating. UNION FOUNDRY COMPANY P.O.BOX 309 ANNISTON AL 36202 (205)236-7601 1994 UNION FOUNDRY COMPANY rP.O.BOX 309 ANNISTON AL 36202 (205)236-7601 V Ford Iron Transition Couplings Style FC2A Ford Iron Transition Couplings provide a convenient method of joining two pipes of the same nominal size but with different O.D.s. Gaskets and End Rings are color coded for easy identification. End Rings are color coded for various pipe sizes per the following chart. The gaskets are identified with the exact O.D. range and the End Ring color with which it is to be used. Generally Red signifies use on steel size PVC, Black for iron pipe and Class 150 A/C, and White for Class 200 A/C. See the table below for exact ranges. Larger, Fabricated Steel Couplings are detailed in Catalog Section N. NON. GASKET RANGE ENO RING GASKET RANGE END RING CENTER NUMBER ! APPgox. PIPE COLOR By COLOR SLEEVE OF WEIGHT Size Caoekf CODE LENGTH BOLTS Las 2.30 Black 2.30 Black 2" 2.40-; Black I 2.40- Black 5' 2 12 2.65 Black 2.65-, Black 3.45 Red 3.45 Red 9" 3.70-f Blade 3.70-.0 Y Black 3.91 -i Black 3.91 - ' Black 6" 3 18 4.07 i WhiteX 4.07 f White 4.00 Red 4.00-� f+ Red 4" 4.50 Red 4.50- Red 5" 3 16 4.80 Black 4.80 ' '>a Black 5.15 WhiteX 5.15 White 6.00- I Red 6.00-�st " Red 6„ 6.63- Red 6.63-tRed 6.90-; Blade 6.90- Black 5" 4 24 7.21 -- White 7.21 -' White 8.00-- Red 8.00-Ia Red 8.63 ff Red 8.63-% fS Red 8" 9.05- j t Black 9.05-! r (` Black 5" 5 34 9.40-=?, White 9.40-F (l#,#, White 10.75-s= Red 10.75- � Red F 10" 11.10 Black 11.10- Blade 6" 6 48 11.42- Black 11.42-,+, Blade 11.77 4 White 11.77- White 12.75 Black 12.75-WE Blade 12" 13.20-1 Black 13.20 Black13.69-3 i White 13.69- White6" 7 56 14.03-i White 14.03- White 17.32 Black 17.32- Black 16" 17.40 ; Black 17.40 Black 6" 10 105 17.72 White 17.72-I!a White 18" 19.10--; Black 19.10- Black 7" 12 130 19.70 - White 19.70 White 20" 21.35 Black 21.35-' Black 7" 12 140 21.75-- White 21.75- White 24" 25.00 Black 25.00 Black 10" 14 285 26.10 White 26.10-• White To Order: Locate the gasket range that accommodates your pipe O.D.for both ends of pipe. Use the top range of each gasket size to determine the part number. For example:to connect pipe with an O.D.of 6.90 to a pipe with an O.D.of 7.37, the Catalog Number is FC2A-720-756. Options: SH Standard coated coupling with stainless steel nuts and bolts:add"-SH"to the Catalog Number. ESH Epoxy coated coupling with stainless steel nuts and bolts:add"-ESH"to the Catalog Number. Example:FC2A-690-720-ESH is an FC2A coupling with epoxy coating and stainless steel nuts and bolts. CECCIiNTI LETTER OF TRANSMITTAL DATE: October 5, 2001 JOB #: 501 - NE 7th Street & Monroe Ave NE Storm Drainage RE: Traffic Control Plan, Pipe & Pre-cast structure submittal TO: Attn: Daniel Carey, P.E. Renton City hall - 51' Floor 1055 South Grady Way Renton, WA 98055 COPIES SUBMITTAL # DESCRIPTION 1 Project Specific Traffic Control Plan 1�` 1 US Filter Pipe Submittal 2 Hanson Pipe&Products,Inc. Submittal FOR APPROVAL _APPROVED AS SUBMITTED _RESUBMIT_COPIES FOR EXECUTION FOR YOUR USE APPROVED AS NOTED SUBMIT COPIES FOR DISTRIBUTION _AS REQUESTED _RETURNED FOR CORRECTIONS _RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT REMARKS: COPY TO: File SIGNED: Stepha y arry, ntract A mm' ator If enclosures are not as noted, kindly notify us at once. CECCANTI INC GENERAI CONSTRUCTION P 0 BON 39 SPANAWAY WA 08387-003912531537.2090 FAX 125315374043 1V/ VYI rV V1 ally A. JJ 1.1a1 r4JT-AI I. ! -3l 11l.1110V11 11YG :1111A 11 V1AU--l.O 11 Lei VVA. V1J Ea■ ENE F'ROWLARRY JOHNSON Now DIRECT (253)47 1 -4730 MAI Hanson FAXN (( 253))4751 -4747 cell PIPE & PRODUCTS Z �3- 6bG - FAX COVER SHEET_ To : 4 Company: Department: Fax number: Pages : Project: Subject: •��-�- � aT- -rz ' — - — .aa rvv tii ti ii ♦JUJU VJJ . ljt 1. .JJJU JJ VUUL.I.J � VV L,L. J. JJ vvr. Q1 M =LIN won "'Hanson 4W1 South Ord)3W Stan.TACt7t fA,WA 9"66•1-goo-9zz-s33s•z53-475-M a-FAX 2la471-4747 MATERIAL SOURCES MATERIALS ASTM STANDARD SUPPLIER Cement-Type 111 C-150 Tillbury Cement 3/4"Washed Rock C-33 Glacier Northwest Concrete Sand C--33 Glacier Northwest Daracem 19 C-494 W.R. Grace (Super Plasticizer) WRDA C494 W.R. Grace Daravair 1000 C-260 W.R. Grace (Air Entrainment) Reinforcing Mesh A-185, A-496 Davis Wire Reinforcing Rebar A-615, Grade 60 Addison/Cascade Steel Joint Seal -Vaiults AASHTOM-198B Bestfitt Gasket Co. Pipe and Manhole Gaskets ASTMC-443 Bestfitt Gasket Co. . . __. 1.. . .— -1-1 — ., .1 . -"1- ....0 a . vuu"I 1-1-1-1-1— le vV—/ �l.l A N in MA ®Hanson � 1 (oil,MR PIPE & PRODUCTS WSDOT Lh dard Ian&1 TOP UNIT Fiume and grate available separately or with franie cast into 6" concrete slab. \ Weight 520 lb. / a�U a U a Q RISERS 4",6", 12"or 24"riscis available 4'%6"30R 12" /} \ \`\RISERS 2'-6" / BASE SECTION 2'-10" Clear opening of knockout is 20", '1 knockouts provided on four sides. 22" Steel reinforced and 26" polypropylene fiber reinforced LIFT MOLES � � � units am available. FOR HANDLING 5* Steel zeinforccd units meet WSDOT/APWA specifications standard plau B-1, 191, 44" All concrete is 4,000 PSI min. All mbar meets ASTM A615 grade 60. Weight 2200 lb. 15" 4,1 Tacoma 4601 S.Ordard Pordand 75S HE Columbia Bbd. Salem 5832 Data Haax HW Dasdnrks 835 St Finn Sc P.O.Baa 91S6 CQ BU 11305 RO.Boz5249 Redmond,OR 97756 (��s�09 Poeluad,OR 97211 &du%OR 97904 (541)973-Lfl63 (5aA 2BS4391 (5(C4)585M% (541)TM4115(FAX) 922.5336 IMM 57"66 (800)452.0339 t!!Ef 253)474-701(Fox) M-0603(FAX) (503)362.8526(FAX) nn i Vi Vti rV Va 1♦.� a.v vv ♦,].a ralJ ', 'zi1 Y. 'il a�i.La1J Via ♦ +C"`� •.aau l • vlau•—.,J ..���_._Iaa -�VV'ti 1i1•J mom \ N o r no " Hanson 72" TYPE 2 CATCH BASIN w PIPE & PRODUCTS WSpOT Srndard PlanIf TOP UNIT Frame and Grate arc available 20"x 24"ACCESS separately or cast into a 6" or 8" OPENING Concrete slab. Round Frame and Grates are also available. -�. Rectangular Riscts heights are 6", -°'-••. 12" and 24". Grade Adjustment Rings heights are 2",4" and 6 Flat Top Slabs come with openings offset to one side or ••� ^�^ � f� centered,n stab. PRECAST SECTION OPTIONAL 25"DIA. ACCESS OPENING Sections are available in heights of l'thru 8'. Special knockouts or cutouts are �d24" 4W. manufactured to order.—7 Steel Reinforced Polypropylene 8„ r Steps are installed as required_ i • � h 1't s ALL JOWTS USE A CONPINHD BASE SECTION ROUND RUBBER GASKET 1�BTING ASTM C-443 ' SPEC -CATIONS. { Base Sections aro available in 2', r -------- r— -------- �� 3'and 4'heights. Ladders Required- 1' + h - NOTES Pt'-------- -------- 1'TO a' All Sections meet or exceed As q'd :.� ; , � 2'Std.sump I ASTM C-478. Lam..-�^•r�-�-�.-�__ � •.._--�_ - __ -� ' 7" 77 _86„ 86„- WEIGHTS Joints use a confined round rubber 72"x2'13ase—8,000 lbs. gasket meeting ASTM C-443, Additional footage—1,900 lbs.per 8- -12" Sections-1,900 lbs.per fL 72"z8"Plat Slab Top-5,000 lbs. Tatoma 4601 S.Orchard Portland 755 NE Columbia 814 Salem 5032 Dallas Hwy.NW Desdiutes M SE Rnt 5t- PO_Box 9156 P.O.Box 11305 PO.Box 5249 Redmagd,OR 97756 Tomma,WA 91409 Porlland,OR MI I Salem,OR 97304 (541)923-6063 (253)475-8801 (503)285-8391 (5031 S✓15-73M (541)91Ul IS(FAX) 800)M-5n38 (360)574-3666 (eoo)457-m39 253)474-7631 (Fox) (5503)28646M(FAX) (503)3624526(FAX) CONTRACTOR: CECCANTI S.O. # 10E9937181 PROJECT NE 7TH 3 I.ZMONROE AVE NE DWG # 10938-72 ■aM DRAWN BY: ELSIE SALESPERSON: L.J. M DATE 10-4-2001 SHIP DATE: 72�� . 628" DEGREE ID A N JOB LOCATION: RENTON .750" DECREE OD WC g AGENCY RENTON .768" DECREE OD (DC) O CUTTING ORDER: PLASTIC STEPS PIPE Na PRODUCTS 32" HOLE CATCHBASIN NO: #97 + 17.75" 5' SPCL SECT DEPTH; 11 .26'/13.00" 414 1 8" HOLE SHIPPING MATERIAL 7a +45 5" 1 —72"x2' SOLID BASE 125.75' S2, 1 �-72"x5' SPCL SECT 54.5" ID' 1 —72"x2' SOLID SECT 32 HOLE ID 32175" 32" HOLE 1 —FST RND/OS + 16" 31 .510 +26.75" 2-6" GAR (D 43.25 5 33.25"\ ID ID 770 53" TO PRODUCTION 32" HOLE Jt� s�f r2 +20.75" 8 F- 5' ,--- Y3'-9i„ 2,—23„ 1 ,-4„ 4 2 1 4„ 1 ,_83„ 1 V i V Y i r V V 1 l a l l 1 J V r 1-.1.1 r J J T Y f 1 T Y I Y i 11,:111 wl V 1 a a 1 Y L .l a a�w i 1 V 4 U L .J -�-> > �i✓V V.1. 1 1 -�V V J/ V 1 J Ewa MEd anson PIPE & PRODUCTS MOT Standard Plan B-)e. 2o"xoap"A� SS TOP UNIT r i Frame and Grate are available separately or cast into a 6"or 8" -- — Concrete slab.Round Frame and i Grates are also available, \ h OPTION A 2 1A 1 Rectangular R.ism heights are 6", ACCES P c 12" and 24". Grade Adjustment Rings heights are 2",4"and 6". Flat Top Slabs come with - 1- openings offset to ono side or F --- centered in slab. s z ALL JOINTS CONFORM TO PRECAST SECTION ASTM C 443 SPECif'ICATTONS AND USE A PRB-LURRICATED 1'2',3'OR 4' I R118EIM PROM E GMK-BT Sections are available in heights I of 1'dau 4`. co(z Lllr171 1; Special knockouts orRs are --___..__ti marn,facturedto order. Steel Reinforced Polypropylene Steps are installed as required. Sump as Req d 6 5" - , BASE SECTION '-10 V Base Sections are available in T, BASE $ 5- 3`,4'and 5'heights. 5s 2'sump standard in Washington. ' Pl3 22 B� W/ Ladders Required K,O.s NOTES S ! All Sections meet or exceed r l , A.STM Cr478. r 0, r Sip 2•Sump WEIGHTS GIG TS 6 48"x2'Base—3,200 lbs. Additional footage—920 lbs.par& 58 58' 48"Sections--920 lbs.per R 53ME 2 BASE W/ � E W/ 48"x8"Flat SIab Tog-1,900 lbs. "W1CYI2"ICO.a O.s 1 Taw= — Pwfimd 755 NE Columbia Blyd. Sdan 50 Dada Hvy:KW Desdwtz ax sE First st. 4601 S.otdard Pp.Bur 11305 P.O.Box 5249 tedmwd,OR 9175b P.o.Box 91S6 Ponlowt OR 97711 weffL OR 4T304 (541 923-61163 Tomrog l5-91409 i (253)415$E86 (W)185�391 (503}4524 50 (541 M4115(FAX) ��(j�)574-W6 (800 452-0339 i , Q L o CONTRACTOR: CECCANTI S.O. # 10938 WIN PROJECT E 7THAVE NE DWG 10938-48 �Or DRAWN BY: ELSIE SALES PERSON L.J. f.{ DATE: 10--4-2001 SHIP DATE: 48 I, .419 DEGREE ID A JOB 506 DEGREE OD IM LOCATI❑N� RENTON � AGENCY: RENTON p CUTTING ORDER: N Q SCALE = 1 "-3' O PLASTIC STEPS PIPE R 30 SCALE PRODUCT$ 5' _S_PCL SECT CATCHBASIN NO: #95 DEPTH: 9.29'/5.92" SHIPPING MATERIAL 1-48x2' SOLID BASE 153° 1-48'x5' SPCL SECT 32" HOLE641-48'xl' SOLID SECT +16' ID 1-FST SC/JS (C5' 1-6" RISER 1B' HOLES 62'-�M +37' 32 HOLE +16" CHK. BY: TO PRODUCTION 1' 5' 3'-1" V-4' 1'-4' _ - _ - - -••- - .. .._. _. . a � a <i .. :u,r�u . iYl: ....0 . . �uu. . , , ,.....i.,i_ '-j vVJi UiJ ClI S_0.NTRACTOR� CECCANTI # 10938 MON No PROJECT: NE 7TH ST/MONROE AVEDWG # 10938-48 MEN DRAWN BY; ELSIE SALES PERSON L.J. H DATE: 10-4-2001 SHIP DATE: 48 11 .419 DEGREE ID A _506 DEGREE OD N JOB LOCATION: RENTON S AGENCY: RENTON 0 CUTTING ORDER: N SCALE = t"-3' OR 30 SCALE PLASTIC STEPS PRODUCTS 5' SPCL BASE CATCHBASIN NO: #94 DEPTH: 8.66'/7.92" 32" HOLE SHIPPING MATERIAL +36' \�~1170 1-48'x5' SPCL BASE 1-48'x2' SOLID SECT 1-FST SO/OS 4 D 2-4' RISER ID _ _ 32' HOLE +36' 101,75' ID 243° CHK. BY: TO PRODUCTION 8" 24 f 5' 3' t C❑NTRACT❑R CEC ANTI S-O- # 10938 Now PROJECT: TH ST MONROE AVEDWG # 10938-48 MqM DRAWN BY: ELSIE SAES PERSON L.J. H DATE: 10-4-2001 SHIP DATE: � .419 DEGREE ID A 506 DEGREE OD N JOB L❑CATI❑N: RENTON g AGENCY; RENTON 0 CUTTING ORDER: N SCALE = 1"-3' OR 30 SCALE PLASTIC STEPS PRIDE& ODUCTS 18' HOLE 1 SPCL SECT CATCHBASIN NO: #90 +36.25" DEPTH: 10.33'/6.46" SHIPPING MATERIAL 91° 92' _ 1-48"x2' SOLID BASE I 1--48'x5' SPCL SECT 38.25' 38.5- 1--48'x2' SLID SECT ID ID 1-FST SQ/0S 32' HOLE - - 32+16nLE 1-6" RISER +16 36.5' 37.75 ID ID 87° 90° CHK. BY: TO PRODUCTION. 2' S' 3'-24' A 4' 1'-4` _ ... � - _ ..__ v ...a ��•i <• i i < ...a..J v.. �. - .i_.� . . u..�i,.. v L.1..!.1. a 1 'CJ v 1'v i U 1 J C❑NTRACT❑R: CECCANTI S.O. # 10938 MEIN PROJECT: NE 2JIJ ST MONROE AVE NE DWG # 10938-48 ■[jo DRAWN BY: ELSIE SALES PERSON L.J. H DATE 10-4-2001 SHIP DATE: 148 11 .419 DEGREE ID A .506 DEGREE OD N J❑B LOCATILN: RENTON S i' AGENCY: RENTON O i CUTTING ORDER: H SCALE _ "-3' OR 30 SCALE PLASTIC STEPS PRo E& Ms 10' HOLE CATCHHASIN NO: #85 +28 5' 4' SPCL SECT_ DEPTH: 9.52 /8.74,' i� SHIPPING MATERIAL 920 90° _ 1-48'x2' SOLID BASE 1-48"x4' SPCL SECT 38.5' 37.75' 1-48'x2' SOLID SECT ID ID 1-FST SQ/OS 32" HOLE - - - - 32' HOLE 2-4' RISER +16' 36.75' 37.75' +16 ID ID 88° 90" CHK. BY: TO PRODUCTION ILI A. 4' 2'-4w _ 1'-4" 1'-4" S_0. 10938 `:: CONTR ACT❑R CECCANTI # PROJECT 7TH STZM.ONROE AVE NE DWG # 10938-48 DRAWN BY+ ELSIE SALES PERSON L.J. y DATE 10-4-2001 SHIP DATE: 48 11 .419 DEGREE ID A .506 DEGREE OD N JOB LOCATION:. RENTON S AGENCY RENTON 0 CUTTING ORDER: pyy ,{ ry+T �+ry,7n �r N n • PLASTIC C .] L l�P PIPES SCALE - t -3 OR 30 SCALE PRODUCTS 18" HOLE 5' SPCL SECT CATCHBASIN NO: #80 +43' DEPTH: 10.33'/6.46" `�--� SHIPPING MATERIAL /r 1120 1-48'x2' S❑LID BASE 68° _ 1-48'x5' SPCL SECT ' 88,5" 47 1-48'x2' S❑LID SECT 32' HOLE _ _ID ID _ 32" HALE 1-FST SQ/❑S +19,5 37.75' 37.75" 1-6' RISER+16 ID ID 90, 90' CHK. BY: TO PRODUCTION f 2' 5' 1_ 3'_7" 1'-72" 1"-a" 1,E, Z1i111 `u.ilr, UiJ 11 P� 14850 P- 14938 Step # r— 13' 3w mm P-1 4850 $/J` 21'1D rnm Oo 00 D O 00 00 0o Bright Red Reflectors 00 00 00 8• +52..mm 00 00 o � 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14' �S56 mm Step # P-14938 SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C-478 and AASHTO M-199. The polypropylene conforms to ASTM D-4101. The 1/7" Grade 60 deformed reinforcing bar meets RUNG ASTM A-615. '/z" Grade 60 Rebar LANE POL YPROPYLENE MANHOLE STEPS �f�CORPORAMO)v P.O. Box 925 • 18067 S.W. lower Soones ferry Rd. •'luatatin,VR 97uo2. 5u3-684-0077 • 800-666-0076 Fax 503-684-0078 •www.laneinternational.com AW AP Air All • 1 •• 1 il F;a ri. mlq °�r �w•�-ate.,=,• .>.��,,, • •.• .^'br��•'ri+M•��jc:,y,r'- 3. -�fwaka+Li. �+`'w`-'11P[!a; aete • '• ''L� r F+�.\'\ram~a q '� i C•('Y� �1^' r�" .c.. J"(i�4 ]."Fi In.l 4[. -- r��'J!r•'* ri•�wXt�s (L1�5`'�ily •+''� 4• �M 1'.•r' `� ] •C��t��Irq Jy\ �,• iomw Iq ;�ci ati�� ,M.r••ry`cti�L .R� y�fir' \ - wl. :w����.•+,•,t;�;r,•;ti: WSNPz _LC`S r _ 7 `4.• � i -. .]x��r t�"yri ':r k.•'Y 1 �(.t� J ` x� �5...... t S • J 1 L�!r I r 3 ri A I ' � ,, i y��f.'�, ♦� r/,�7 I�' � -� r < r�� 1 • lit .. ' "'C. y �rE� ,� C , + t 1. r ►1�1.�I�ZL•1.7/1 �'l 1 t t .� i T �' `�T � � Ti r ) J AIL L V ` t. r ±u.��'wa••r I •r•..+ 1� .t �+n�< -0 � ! t � �SL. - r'! '... :. � .. J- l�wr .• _T, ".' C�f r � Sew �,• t a r r v �. 1 • •• L~���^yr�iv7.� -,rltry7tJJr -' .:'. , {r3•.w��, :L t a � r>,^F°r"'tiT. �,yr "` L � �•\ ' ;r: v�R •:!..Jt. '' t -..f,r.�ygrr I ,N~ J <.71.Yf VI�Q;7a � v v12 r 1 .. _. _..__.._ ....�:]r.Y+.u........,... � �;r '.�'7 !,�.�a'...:�. ._-..... -........�-....i T� � yer d t .ice• r�S�i�^='t•.�i '.'l�r• 're. � J L �;4 .���j,� I'__ ,�.•.�.�. � •ter" �•NLtr]�� � or' uM�`r 4L.a'� , .ti, CECCIiNTI October 4,2001 Daniel Carey,P.E. Surface Water Utility Renton City Hall—5 h Floor 1055 South Grady Way Renton,WA 98055 RE: NE 7th St.and Monroe Ave.NE Storm Drainage Project TRAFFIC CONTROL PLAN For Construction Along Monroe Ave. NE: Construction along Monroe Ave.will be divided into four phases with respect to traffic control: Phase One(station 44+00 to station 55+00): See sketch MONROE 1 for the plan view of phase one. See sketch MONROE2 for a detail of the phase one traffic control. With the traffic control set up in this fashion Ceccanti,Inc. will install the mainline from station 44+00 to just short of the intersection of NE loth St. and Monroe Ave.NE. We will install all catch basins within the westerly curbline and stub out for the catch basins and all other work along the easterly curbline. As the mainline approaches NE 1 Oth St., construction will stop and all restoration will be performed. No parking will be allowed along Monroe Ave.NE from station 44+00 to station 55+00 during phase one. Once the road has been restored for phase one,all the traffic control for phase one will be removed and the area will be returned to the original marking. Estimated duration of phase one—20 workdays. Phase Two(NE 101h St.and Monroe Ave.NE intersection): All utilities and asphalt restoration will be completed during this phase from station 55+00 to station 57+00. There will be no alteration to the existing pavement markings. All work will be performed under traffic with flaggers in position as necessary. The work area will be restored for vehicular traffic at the end of each day. All flaggers will be equipped with radios and appropriate attire. It is estimated that as many as four flaggers may be needed at once to control the intersection during construction of this phase. Estimated duration of phase two—8 workdays. Phase Three(station 57+00 to station 68+15): See sketch MONROE3 for the plan view of phase three. See sketch MONROE2 for a detail of the phase three traffic control. Phase three will be conducted exactly the same as phase one. No parking will be allowed along Monroe Ave.NE from station 57+00 to station 68+15 during phase three. Once the crew has completed the mainline,the road will be restored,and the traffic control will be removed. Estimated duration of phase three—20 workdays. Phase Four(easterly curbline along Monroe Ave.NE): All utilities and asphalt restoration will be completed during this phase along the easterly curbline of Monroe Ave.NE. All the stubs left by phases one and three will be exposed and the utilities completed. All work will be performed under traffic with flaggers in position as necessary.The work area will be restored for vehicular traffic at the end of each day. It is estimated that as many as two flaggers may be needed at once. Estimated duration of phase four— 12 days. CECCANTI INC GENERAL CONSTRUCTION P 0 BOX 39 SPANAWAY WA 98387-0039 12531537.2010 FAX (25315371043 For Construction Along NE 7th. Street: From station 5+00 to station 23+37 and from station 27+25 to station 38+38 Ceccanti,Inc.will remove the existing centerline and provide a new temporary centerline approximately 5'to the north. No parking will be allowed from station 5+00 to station 23+37 and from station 27+25 to station 38+38 while the temporary centerline is implemented. We will install the mainline within these stations with this traffic control. The restriping and parking restrictions are expected to be in effect for 40 workdays. A second, smaller crew will install all crossings and catch basins simultaneously along the northside of NE 7`h Street. This second crew will perform their work under traffic and will restore their work area at the end of each day to allow for use by traffic. It is estimated that as many as two flaggers will be needed to control traffic for this crew. Construction from station 23+37 to station 27+25,all work will be performed under traffic with work area restored for vehicular traffic at the end of each day. Ceccanti,Inc.will follow WSDOT Standard Plan K-2 (attached). Traffic will be controlled by two flaggers and will be confined to the westbound lane. Construction from station 38+38 to station 42+16,all work will be performed under traffic with work area restored for vehicular traffic at the end of each day. Ceccanti,Inc.will follow WSDOT Standard Plan K-2 (attached). Traffic will be controlled by two flaggers and will be confined to the eastbound lane. Call(253)537-2990 extension 23 with questions. Sincerely, Ceccanti,Inc. Jon Vander Griend Project Manager ..VV t O y� CIO No �fI�K �NG �� 0 J°r ' �� .cl -���o� -gyp 5 531( 7 �vo) ��v,a :5�-1 `� • I y2 �\A a Vs� pj �,,► I rT 1 J /p,0ajs �JY' 1 i -�321d �✓o(� a J'y w �S F � 1 AREA m P"9rej I�lo �i9�K LNG '' skald Moo Roi 3 END '3- ROAD WO NOTES RK a'P 1. Floodlights shall be flogger stations at night. �O 9 provided to mark G20-2a 1 y ,1} 2. If entire work area is visible from one station, one flogger may be used, otherwise two (loggers and signing will be required each direction. �p 3. Sign sequence is the some for both directions of travel. 4. See Buffer Data Table. Use of buffer vehicle is recommended, / <-O it may be a work vehicle. If buffer vehicle is used, minimum o from end of taper to work area shell be total of "R" (roll ahead c distance) plus length of vehicle, plus "B" (buffer space). If buffer Ke o vehicle is not used, minimum distance shelf be "B". o o 5. Steady burning warning lights (Type C. MUTCO) should be used to `p\ �o mark channelizing devices at night as needed. G, 6. Either reverse cone taper or sign C20-2o may be used to show end �p A � of work area. 0�,00 • l W20-7a n n h\ BE -I' PREPARED TO STOP (optional) -� -I' / W20-7b (optional) ONE LANE ROAD \� AHEAD CHANNELIZING \/ W20 4 2 O n n OCC n n DEVICE SPACING (FT) Q�ISmc U Usk MPH Toper To gent I(�� LS 35/50 30 60 (optional) 25/30 20 40 q.>" SIGN SPACING TABLE y TRAFFIC CONTROL PLAN LEGEND Speed x L 0 o c Channel izing Devices BUFFER DATA 4°E� 45/50 MPH 500"± ,. IVFlogger 35/40 MPH 350'± Buffer Spoce 8 Type A Flashing Warning Light 25/30 MPH 200'± Speed (MPH) 25 30 35 40 45 50 ,`IEis ORS�a``r`♦` B (FT) SS 85 120 170 220 280 f7oxAL♦� Buffer Vehicle Roll Ahead Distance Ems'AK ITT 4 Yard Dump Truck 24,000 LBS Stat Operati ionaonry STANDARD PLAN K-2 Typical application of traffic control devices on APPROVED FOR PUBLICATION a two-lone highway where one lane is closed and R (FT) = 100 flogging is provided. f ui TE DESIGN ENGN DATE WASHINGTON STATE DEPARTHENT OF TRANSPORTATION OLiw1A.WASHINGTON