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Home My WebLink AboutWTR2700718(9) W-718 WELL #9 PUMP HOUSE WTR-9 1+ Contractor's Submittals (Vol . #1� BEGINNING OF FILE FILE TITLE swoop bit, R -" GJea1� 9 �uSe G,otkac: �' S�bm;'I'1-aLS -OoLume I �' � Sect log 100 Title k203 Earthwork 02501 Store Seears 33301 Reinforced :oacrete 04230 Rmdaf3rced lolloe Ualt masonry 0SS00 F�orlcsted metalwork aad :►stta;m 06000 Carpmstry 07000 Thermal and moisture Protection 37411! Preformed metal Roofiag 08000 Doors and hardware I 09721 Seamless mpaay Flooring 04402 Painting 10999 ■iscollaneois Specialtias 15003 Ductile Iron Pipe and Cast Iran Fittings • 1S1S0 Fire dylraat assembly LE16D ►glees and fl3weeters IS260 ventilating System 1S400 Plumbing and miscallabaous Piping Systems 16010 ilectrlcal - ;eseral Provisions 160Su Basic materials and metbods 16110 Raceways 16120 Caslactars 16ISS Low voltage motor Control 16163 Seltehboatdv 164SO Grounding ►h.S00 Lighting • S17141.11 Proposal 4 ..... .19mt f 314 a la i let.'Jl:r -. . ?' : l ... ..... ... . ............ ...t . . . . . . "We Hfl A Ill•1 . qoe pT- '.m ca .v.•r . ' ' ' . ' ' lmtl!Ki'f.t 1 11 r: r' ! M • Y. N lar:M+etl`.Mt Will...Mr it 14010S aOKi RIAW 4j"J"1Y ,.. Lr al 1JYLa sm-nK 1O1Br15NhiC5hx vbi iA'NO [••t Kf ial '!v v t Let let t[ . x11N t Pn l.e! M r: ' a: a sWdill'9do1Jd •,.' . - ,........._ . . . . ._. . 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V 1 1 4 1 1 4 0 a 1 a I so a I a r as I I 1 3 1 1 a 5 4 0 441111 in,:1. a 0 f 0 1 0 1 0 0 • 4 a z 4 4 0 # 0 a 0 a 0 a 0 0 r 0 4 a 1 4-434. m MIM v 1 0 9 0 1. 0 0 0 WJjUk,,3 Z9 1 0 0 0 a I ♦# 0 1 a 4 0 a m�l 0 4 0 i 9 1 f 0 I 1 0 l A 1- 1: 1 1 1 1 0 0 I.W.Ml V V f' I'l #- . 0 4- t- v v ri r v I rl v I' v 0 1 P r 0-1 vMfulm As mu 14 on Is' al"11 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MM2111 mtmf t 0 ................... . . . . . . . . . . . . . . . . . . . . . . AII"!Slii 4 1- 1111413P, 141%. . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . )to$413 INENI V e . . . . . . . "law Isla.01 Ill I"MI " . . I----WW4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . umd Wma'! mmf . . . . . . . . . . . P4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,011'mW mi itsold 11,11111 it . . . . . . . . . . . . . . . . Xlw 1XV40,11 a, ... . . . . . . . . . . . . . . . us 156"Wl Will XAR lm 1; ump hum�d n I............I . . . . . . . VIVIN talk 13mil�s . . . . . . . . law nillswi'samm impm I, . . . . . . . . . . . . 1.5 $1 Ws IIIS.1 5�01 T; 1311 MINI 'iias d0i NMI,K 101 A11 111,311 it . . . . . . . . . . . . . . . . . . . lin at IN14 is . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . I . . Iss,N I flim 001,11 . . . . . . . . . . . . . . . . '10313,11 hilm" IN 1:414 A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I . 113125 i3i1 Ills it .......... . . . . . . . . . I . I I M4 NI.Ial I l4k ft . . . . . . . . . . . . . . . . . . . . . . . . . A,%s)'41 IN alas is . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ski evs m I folini As', fi i"Itmi "All I i,I1 Via s, lard IY 611 ]: O W A l.N Ib Ila IH I H lae b Ue ' s!W ter L)• N 111 1.w I4E 1.ar lee la 11, lit tY o e v.er BO: Bf; 01: aM K U O} f.M -0.IS i.A 1ca 1" IH ITT, IN IK 711 lK i.11 JJI LIVE-IA 3.M - aet I.9 eb Jb Ib IV -iN IH 1N Oe. Oe. :L 4 O L LT 5Y Ob WIN WOG IS VVIREIII WIVE, nq µ(ff"I IN TO nE leS 1W tql%Nl Sr ILIS FNoli MIALtlr..r . 1 1 TV .1 1 M' Ou _ l,J Slul To, r 'I .1 vok )of . . M1::W of l orie VJ l�L .. ]u. IMe r Jae N1d a!'rM r p--r JA ule no M•'OWrr1 Ur F-1 eID ntn.c svr LM Ona1 NOI lerplrlaf v NIFNI • F•k�.Efr DEEC c.l°'iD'� a,l n:.* _ _._._r.. CITY O - -- - -_ __-_.--- CITY OF RENTOtJ-VEIL 1`40.9 Revision 7. 9/11194, File Pf:NTOr:.DATA Leader of project :: DENNIS FURI:E Time scale : DAYS —tetra - --4I l a 194 .-ect CCst units L t5d':CaE^ cost units = e Skill categories: -&.,LAN-D1;Y `1a!:-DAYS .. . . . C.t Eccr, 7}1, . :1 Ce-E_nr, SUFER ._ - 4th, ill category - LAFOREF 200 ' 5 ! 5tt F;. 1 category . CARPENTER 240 e.0 c. , li -_tm -- c.,ri`unc nun Tc.:n.r__ .____--2 -I- r _11 catagc-y - TRP:• L-4DCF 2eo : ] .G _ . Lill ' catagcr, - M:cL rnUIPY.E^1T 16C -i.. Dave: _.—_—in.t-0f 1 L4i1eMk+eSCIau:r,tiF 3I l2 J9i S/�7/85 ,.��•.a«ia-��amaw:._- —_—__. __. _ _ _._--.-1-Y"1 S �-L'LLL►.µs` F• 1 El No EXCErtxlNs NOTED �V_ .. r �. - .. _..._ O MAKE CORRECTIONS NOTED c -r S . ❑REJEcTFD)(REVISE AND RFSUCMrt-.i.E t C, s t . 1 0si1BMRsvEarED- -- -r a: cnct -.si_44a� _. __. S� S &Y4 ^re N .+r r �M IOW:•a r, VM rM • v M yM,a �� CY�rW U wprf4 dmu,+.s wrr14 Mr M aiFw.< r n m�M „M1 M Y[ YFMM Oaurr .M m.�+r J wMrF ��1 I C/l CH2M HIU,INC. Saul, '1 1600-116M SE TJE.WASONGTON 99004 —�- CIT1' OF REt•7014-YlELL N0.9 - -- ke:•ision 5. 9:1:lE4. File RCRTOt:.DATA r, rrll, HOUGH _. _ . . Duration . _ DAYS Earliest start a 9l30/£4 Completed - No Earliest finish - 9:1'Z104 Ori c•• 9.:]UZ4 Clal1 time - none Latest finish = S!1?i£4 F're;eOL.isAps = .r^F,. .L�..��'r'1E-f+Er-YJa::-ten, .. - S� .11 a:. 0.3 & 7-902 Per MAN-CLAY St-ill aG. MISC EDUIPMENT, 0.3 0 160f Der MAN-DA1 ..tee cc... eit Cost f4_p", —Jot• a., WAIN SIGNED CONTRACT-- "- _ _ e+e•• CFITIC4L •••.• _ ----------"'------------------ n....f4a, s✓-DAY5_-__ 91e-:.ti4 _cv.l etec s Nr Ea.test 4:nE6t, - 1; 'D Yet Litezt Prereauisltes Jct el, SLF"IT PO"1D.^ 1NSUF;ANCC FO"- .:: Y,e^,ppwe^ siilis = £r:;li t,I. C14ZINECR, U.l 9 U,:,f per MAt: D.',) -Y+ISL t+:,Ii Nrut r, + a.1bGi. . Jo: e3. SCHEDULE JOB = Z .-;YS �_—_-- Ca. l:ebt start I ..ted 'az Cerlieet ?oniet. = S _ %C. i .ire..,=tir2 =... 3_'.�:: < ___._ Sl Pr1 time = 5 LA— Latest iin:sr • 9,"^.0:'94 Prerequisites = nY-,e 44s s ZL413-Ji.-F7]ia1NE-:-r-1-t-$ _ DAI' c -wE7•.:6Fs:.:i._ -t!•+..ac.-Fl4' {v�r...iPF ...__._ _ _-_.__.___ __-.- "rF;:S.',a-...•• .___._ _. ._-__ `iifra ---wa.to if.l-+�»•sp--:.�:-..w on critical path = Yes Latest start = Slact time . non:, Latest {finish = 9/27/84 ..-ram-tea taw• 18b -12r-9F?�'•:+�f+ifiNCB-CI TF:oCi Manpo,.Er s: it is = Ei i I I N1, EN1 .I NEER, 0.6 ! J60L per MAN-DAY rkill Y'. SUCrc, n,4 ! 200f per }+::.N'-DAY £.:1:1 N=., L-A.'EtaTM, 0.4 Q ::AV* par-JV-W''-DAt• - S:li N8, Mi SC EOriPMENT, 0.5 0! leios per MAN-DA' Total ailort = IO.p MAN-DAYS ____..--_--_--__-s_____-___--_-__-__ Liration S DAYE Earliest start = 9/SCt84 __— r__n.ies.ec/s�tr..- _ r.-mat- toe•s.a11.—SJ 7JSA--.....- 0r oath = Nc Latest st.•t - c; i4'.S4 £;act time 7 LzYs Latest finial• c Man:w.e• r.e.:i i s = LL'a i: N 5. ENt 114EER, Q•1 ! '.•64f por MAN-DAY Tot:! e!/o-t = o.= hAN-DAYS t: . c_t r fC ------------------------- Cvrat-.er 1 DAY Earliest start = 5+;:.,84 _ -.-tn..rl..r M..s J�E•.-.---__ __�-F+r.j 1a4f-.t.trHi1-� $:�llfi� _..._ _ cri-:ct' ca-^. _ "es _at eel star! _ ❑r-:a .It ECt tr^i Lr - o_�-awa.i�=-aw�C D.t •:. SCHELLI_E .09 nar.powv sl.i 1 !s = �. i ' 1 Nl. ENC1NEEfk, 0.2 0 kbof par MAN-LAY '_._z�ai�ut„its-r_,�_r•-•-(>Av5_____..___.._ . __.. .___-._._. - . _.. _.___._.__. :'eL . F-, ,. . ET.:_ ------ ._... ____._________._ ._..____..__ — tk, triticF; path ha Latent {tsrt . ic; Ir,-'c< time • i_ DAYC-, Latest 43r;e4 . 1(. .7:64 �—t+cy�rsB'�i�•��. - •.•'Ji?-11i+IL:atJ"ni.Ff+4��.pI3Zf:G..7— --_ __ Gat rot- r --$M2-►i+. ` -{'.�W'-_LC>� il+Y-+S .t.ar.:C:«.: -a��• LF.7'iil'. ��=�a _. ._ ___ :- pr, cr3fice: pa'h . Ye3 Latest s'.a'2 = 9/�?J�A S]acL t:nr none Latest finish 1011Z/84 ` Jot 07. F'REV. WAGE rart;S Cor.' .Xr. ^^ S; .I: N.. E'eC::^EF.. (i :.t?f per 'AN-DFV € 1 aE. MIEC EDL IF'ME'J7, :. 1 C :o' i per MAN DA total r440-t -------------- ---------- Duration 0 Dkr_ Earliest start 9/2w,!84 cj't�Q4 Or, tt.: oath Nc Latc_.. start 1"/'= I:r'� •:Te = 17 I'F+VL Latest•il'.18h noD N1GY CTk..0 OUT f'Rp.ICCTLC%F&M'pLll71L ---- J_— Marpo-!r 6�:i14 = none Job a... ETc.Ir A. EJC A'.: ------------ �._._. Iz,.. a " .DAYS Fr er rau:s:tee Job^N^ F^10" C: __'ING Jet e: crpc j_r fACI3Cl t.E>na^•vn^'±.,TI1 „Y Zj?'.EF. ... .. .C-. c t f`...... -..._ • • _Jan kiw_ .L1W'-sx"L1tJ.' • OK. 3�`L:.':=.r1-^E On critical path s No Latest start = 10/2-184 Slat- time - 14 DAYS Latest fir.lsh s 16/2S/84 te-. -JOL-n7__R Tp_EY35TJJ4C tOND11IONS Jot *10. STAKE OU- F'FIC27-1-T&EiPair:4UTIL MAnpcwer slx:ls = £Dill i12. SIT'Ck. C•.2 C _U 4 Der MAN rky E; i 11 #L. DACE HDE AND TPU^I O.4 E J4 oe^ M4N-: Total effort - 1.0 MAN-DAYS ..caat_s t^'^ .�.00 2x r1•ct .cst 4.. --- -- ---1--- ------ Luration . I DAY Earliest start • 9/2e/84 ._._CaaaletsC . Nn. 9/^7JR4_, On Lr:tic— Cett = fin. Latest sort .i•.'2='P.F .atsst fxn_t�. :012411�4 Mt^Powe• ■eilis Elxll M2 EUPEk, 0.2 ! ^'_'^s per MP4-DAY ^ Tc!el e-icrt n _. �.- __ it 1�-- a.x or, _ DC.'r5 Earliest start c• ,�. . . . pr .... - 'sc Letts. __.r_ _ pr.. LAte4.t• 3h Jet tt. NOTiCE TC F'i'OLEED JCt•MS, INOTALL rEU2£ Z%:i2 -&%D--SArF" E Tf.L._.. Y... .,^CF.. _._ __. .... — ---._.. ..— — c7.r}1�crci 3.3r.u1•: •wr-r�t' = e9:':�:Ot . 4x tct} ;sell sA,)a = antl b3:b;;711t l..el3 33a iYl :N 41/G --=t;t_l uC - .- "$—_T'•.Y.yTi-lmr-...r..—__. _._-._-- _ ^',t'"r t.�'Y�L^y.^'�___ _- _ aN73tT']Q'..'^r-5-"t:1r•1��.—_—� a=QUJ 01 33IiZN '7M 4�C ..---- -- _'-;;-:t?'�S:"Lt'7CT33`^T',•'7.1,7..c3A .yt.._= �y..+..y.t..»�t�.rT_-�'. V'4s tu;l lraltl ;aa;al 'SSA a 41Y] IJbt;[Jz c^^� _04" PTl ftuv".y — ..,. 1jx;x ;se t tJ23 .At' a . UO T IO,rrl ------------------------------- 34OJ = ;JOJJ3 .tl]1 -- --lit tt•:0^'3-3`ji:f? asae'--,^�•a 1?+"-:x—=_ __- - . ._. - -.. 3Jh33 lly'.;NL 73330tl.9 0: 3:t1':N '70 a-c _________---GCS I'1Q'WWO`YT9rttlBf 3JbI�Y-•A9Yd-`mow-•lvP-+�-+�Y!+ti#•s+rsrQ----• ba, ;Z/Ot . ys iucf lsa;el suou = iwtl t=^- is :..trap Ja^!:_-.f1(.7+�i2.-3q,131.G1Uf, DFRM:7 - -- �f raa fl:l'lf-Cl uua Dr. critical pat!-. - yes Latest~strrt a 9/:1'04 Slack tame = none Latest firish - 9/24,'34 ppepoub *as Y6.--NCiT3bE�C-FrWCEE6_ —. --- Manpower skills = S1111 M2. Sur ER? v.5 6 2894 per MAtl-D:1Y £LE:1 02. MCC EDL`IF'MEN'i. 1614 pew NA!.-L4" MbnFor.er cost f2.0.0C Direct cost fSa_•G _nt MC1. 31'4-J4 • L't P'.. t...C'Ef: Completwe = No Ea-12e£t fattish On critical path >• No Latest stzit ._£lacy;tame_.s TA nays; _--latrsi_iu iah. c'rFrrq✓:41 set _ J.`- %S, 'anTICE 7C r'FDCECL •i19• .:1 #_ SUr'Er' U.t C. ;:3'1 PC, MA',-DAY Tot.-1, effort s S.G MAN-DAYS — MbnpCNer CGet = feet'.iab —1'or3G2-_CLSY - srs� D.:•F�i Or s 1 DAY Earl:e£t sta-t a 9,'=7.'64 Ccr•.^,letea No Ea,I �Q*t 41nish 4<<o/E4 11c._crit a ral -path-.:-Uaa - - __ _. _._l.a.tar.t _star.;. s—;.., '..:$L.-. Jet Mom. rp' '.i. TO f'F.UCECD Jot M'! c'r-. E OL21 Fi'DJCC7LEXF'@4Yp6UT1L «�•.-��.�r.-ah;,.y.,lp = c C=_ S;�t'E6__-3_U i* �D::f .D6r jti,t:�.^.. __— ._._.. n L 7ct . Ffzc _ Manr�.,.._•^ cc•rt 16uC • •—dtv--te7_', i+J�:i4�_ x.J J. {JY!-FC1''EAL7tyi --. _ On cr,tica:•cats. wo Latest start i0/.^4/94 C.ac1 tin,c SS DAYS Latest 41nish . 30/25✓8: �rprre+a+F•<ws.-a-.iaat--Pi6.--ORiJEtc-MF41-DELIVER— ._-.__.____.__ _._ Man"w,{tr a1 : I1 E S{ 1I1 YC. SUPEF. 26O4 per MAN-DA}' S. .?I a E0J1P, rN7 OPERATOR. 0.5 Q -4,1I Cer .•.:,r.. _ a_ _FJ.:..' •f7L ..:ram TF;1,l...__C,.�12 Sli]1 e8, `1j SC. ELtUl PMEN?. 6.: 0 16Gs per ML_•.',�Y- 'ro`.a) e^'4nrt 0 MAN-DAYS Cott --------------- L_,-ati = 1 LGY Earliest start • Ic/2_r84 LASES! mart 2ct 017, DF'DER C AND M-111Tr •' _�.. _ __ _. ___. �_-._ Jct t1.^, STRIF ALL SOD AND £TL'_� 1LE _�ir„y15. .1.L`=AIE Sit.jtul[F �1t.___ a.rr MAN-GAY Manpc"e- cast R s1 It",..._. __ _.-.__ ___ .._._._..•_' :graft cLtt e!, • G� prit:;al attn +._ Latest nta^t 1G�K'E{ Marp4.♦E' s• i:a_ :I is Y_'. __.. .:'i.• --. ... N 24''1 per MAN D Mehl EP_1F,.3.i� ® : n.A �E^f -U %ts_ a"Z--t _.{ rr: Bey,. 44.�.__.___ — — --- _ ] DAY ----- ___ ♦ r ^a.:.l e:zatl =_Nc___ _ rliFet tu.3 rh __ - ,- Lam'♦Ei _a�� _ �� ... . � • _ ^ _ .♦ _Pte:.• I: ... ter. . __..En r . . .G• ra., ._� .'+°�L C•} E',.4L'ZI ....• Lt. 1 ...- . ..... Coe:tl Etsd No Er).Est fist Et = . .. 'c= On Crit LCFl path YOE L:tEEt sti't t Ir'/:6/04 Prirs o.�:E:tas = Jot M:O. SIA, E CV7 FSZJCC7IEYFe='•DIU"IL 14.:•v4w6�--i..i i i s-5.1: l..-4: L n. ir. : Ii -w.ii FF »....`L:... CZ I�DAY E-• :;sst start 20/70/II- . _rz Nc La . :est -tfct. stiu'S--t�itL3L1/Pt - - .CIO • . _ :�,: t FACVr:LL ..♦+r Cr:r:Cs'.',_ .... _. ._ _..Ic, z __!..DA,_•„��:.��,�. Earliest start • 1 Cc.T�:Et Ed = P.c Ear2l eet f:nivi Y ._ ._. _ _ _ - -Latest Jot 4-E. F .. Jot; EI'. I F .. . . .•'r : II t. S�_. wnE F4. TS'a[' . . N . . ''9 Da• - S• I I s'. 7LG-.., cG;. c. I.1. a..I r...4-:"a • :c-. f r_ Gar3iE=t sl art • ".. ;'c itiG - _._ --.—ix3a aim--Frniil. _ eOn critical Ppth s No Latest start - 70:2•_r,^c Slack time • 24 DAYS Latest finish . W,'.M'94 Mancawsr a1.i11• • no•.E Tct z.l ei rcrt nr e D.rect cost SO Ieh-►7A.-.tlkDF2..-All'a..F.A&ZATL..9..-GG1.SlEi.__—._ DA'r Ea-11c=_t e'_w-t '- :rE4 On critical p.th • No Lat ect start = 11! E'P4 Slag: time - Z3 DAYS Latest 42nich = !I? 6:64 •'soraa..�i.►l tas a-.IoG_115.--SIRE!!_ 11.16E FDPMc--L ZOMIt_DN .Ct t`c. ri:TICC TC FFOCCEE - --- MRLG�•�er eillfr c tl : :] fi, Ewd!1;CCF. l _.9 PE' T p.al errort . n,3 Y1A`:-D4 J$ Manpower c01t • 11''O,Nl L ryt .nr a. 3 DAY Ea 1 ee` �..r. LL_. _ Mari,D..P' 91 : "R - lil i. . M_. SU' LF.:. \:.t C 2_'.9 pp• CF:D.T_ .. . ._ L L4:'! ❑- L_pc', ..,., �..e. = 14 ...... • • .^�ceY11SDn -!1--�IfT-1�-OT:T1'!!�L'�'�VAiTJ,•�•M --.------___.._- _.____ __ .. _>�..�.i� - iwC]A :- u�.0 � laJ� ___. ___._.-yA�.J CF:T#C4: �L��J• __ —i'tlmpiriee�•»..s'— _ _- .— - -f�+' itr�i--iya:rYN-�_.v..:a,ie+ -_ On critical peth a Yea Latest Start - :0;: :Cy Llact time a none Latest finish a 1G;26rKy •---�'+^tfYgtnt64le-�"2t'^JICF.fR:EV-::AGc'-�I+AME 1:.-C-C�MM.i?M -.__ ____ __.. Jcb elf,. ST,a.X OUT F'ROJECT&r.Xp6i+YO1.UT:L Jc,b N11. SHOT D! WC, AND ZAMPLE SUI•-MITTA_ Y:;�f &TF1F i-L -LD:, Qd -' GTOL:.r LLE JLS 0:7. ORLCC C F AND DEL:VEF. Manpcwer aF.:lls St1)1 a�, SUFEF.. 1.0 6 O80a per MAN-LAY £: • - I ar. LAFOf: r', i.i, (I ;e - s4.. tAi' I:ck: i.[,^ Tr JCl •1. _ U _ •1 :n K.ad DA i3 S1 i ll 017, AIfi AlaO rOWER EOL'Ir. 0.5 M 20^e per MAN - Qt.l offo,-t s t MAN-LAYS U-Ul'CAI =__L s!apt a 1 6!0A �sc.1.aS.a�s "" r^•,,act .lstiah s r, 'aD s::), ETA 'E 011 PF;OJECTSEXPQHYW U-IL dot #:• , lr._T:.L_ ,r,, LItJL 7.c.s- ::-31.-e2_ S1:r'F'F'. 1--0JYL-jZ :F-arlltau.-1:LlY_--- -i.:Z .IF.L'C.».-1..::-A-_�.:�1 0', TRA"LLOADCR. 1.4 a aCOa per MAN DA) Still ss, R:F. At:C POWER EOUIr', 1.0 6 =Q! F.er MAN' _. .r c,:_ , t:_ . • -.LJ1I_:�'..::.-. Ict b-r. -.INSTALL-1:"-ZlW -L::%C- _ - ++f r• .CF.111CAL +.lf+ -LA Or. critical path . Yes Latest start x 10l.k':14 Slack time - none Latest 43 Mish - 84 1rr-oe"aquiaifass_JiR!-JkS.r-RR€lA---iIhGL-F�fihl=. S .^.O!'7G..Oet-�::` __.--_ _ Jot e10. S"r MIT UUT FR.JE:"" EY�'ONYDLL'-;L Joc a'.k. IN'' TALL 'F',' L:I ! ,e:11 Y:.�LK.'L4 1 ;: , .t Pr St 11: M:. EOLlr'C_N''nrrr I.nia:_a IM-t F. 1 L. Maroower cast - s:c6ti'_OCr Direct colt . $150 J:.t A";;. F'PEESUGC TC6T 7L":: ..:'P_ _ -- •+++♦ VJT:CAL a.:.• No Earlieet 4ie30% . 22! IMA On crltica.l ; ^h . Yex Latest start - 10130YSA. _ "!aft_4uasL. Jc., s ..__ ._ _ _ 11_t__.__.. __ __L�l Manpower Ski11% s SI .11 •2. Jr'L':. C.4 ie oa- MAN-DAY S:.ill 68. MISC EOUIFMENT. 0.4 Co 1"I per KAN-W;Y c..' . _ 1 • CITY Or FENTON-WELL N0.9 Rovlsion 7. oil /G4. F1le RE:,70ta.DaTA a.. Cr'i iCaL •..+. Duration ." DAYS Earliest start . 1:/ :/et, completed . No Ea-hest 4lnist, . I1/ 6/E4 S l act, t lme . none Latect 43n:sr, . 31: 6/64 Pre-eoU,slt,s • .%r •t. rT'_ :. Jut eyr,, S,r-: ,_ OJT FLLIEC C, SIIOr DR., Ar:D S="; �E 5..,p`•.1-'.,, .STRIF AL1. MCD A:.: Manpo,:er al,ills S1i 11 4:.. 5,':r{:, 1-0 E "EUt Per MAN-DAY Still M'. EOJFMENT OPEF'ATOR. 1.0 0 24os per MAN-E Tot;l eta ,QGt�K-MAN-t+A-Y.— Y,n-'F:.,.C- rat: = 1 :, PiF TGF S:1L E WL!-F'1 E Latest 4:n3 ah a 12/ :.'54 F'rertrCul alt Re = ):♦. .E, k4EV. Wnrc P, u M.r r n^^J ..�-_.___.. __ -_ •1 pt..l,Sri• l:;Tj,.F (1:1T SRF.J}'-�TSF1F'$NY.13L11T U.-- —_ Lt ,.,!u-_. .E 4i4T,'6. C. -1 V., r,Fa } T'- -•_r f (,} r.e. MLr. -SIC Ma-iPpwer Coat • 3'._'. . - P:rect teat f•.. Or C•- t t 14 _. ate. • _♦ i._.�F.� a..Y Ft latest 41n -----=r saa.rais.+�.-•�v_-a.:......::...;c ti icf. _..._. ".. . : : Y.. r ,'..' Ff IP7N$rJ:. :.b r4.x»:4 #r. r•,:4_LL. • _i... •a: .cat,lc w: c a.c•!( .cpt-spc ji ace a _. ..•.. �t.7-::a. - .•... .-___ --- _--c+•�.afa+f.a-+-lw.. -. _ �a raa�i i.1n - ... On critical µM Sot mat aat '_►r.t 3_•'D4 E!:eel t.D* ncrS, -- r •£+e+•H+-st„', r__, :c :,..'r. ; ,_c t. r-. rt j,TEn u. a Tctct e-ort 5•` - ____. _—_. U,l ieat Ltal-t . .. Later . . L;tes' •� .. ...Y Teal F4:t. . .. C• . .e £ '. �:_ Ea iae£t (:n:£` 7 'E•: • 0 _.- . .. E.:..I: _ _�� --._ _. _._ _. ._ _L:.:',taa. Sit-a:.•'. ... -. Gn cr Lt:cal pat! N� Latest start . Slacf. time 7 A4r5 Latest lin:tr, : 31;1Zr84 �Fraraaus as Iob Ar T, FyGE,C._ELF.C.ypplt:5•F IFt�V,ry1,LC __. _____.__ E'4 V,CE 12 r.. cer MAN 1.41 Jot s51, F1.A=E Cr J.-CL p'.., w•www CRIl7C4L •rww• _.._________________--_..-___-____.. r•- rat:c:� ._. :v6:.0 _ �ar�:a t-slant . .. .. . E. . East iir>tr. _ G- . -Z:crt 4ta"t :11- :E^ f r ._:tf- - r • . c. r SC � S'0=r'I ILL gyp!- k ry - rlfd:n a kds .. [_.. .zct ev. t 1 . . 6 E= --at N. .:s_t start . 1' '04 cl.-C1 . :F :'C _.tF-t !Sf.: . a c. .-Frara.u:s:tvu = 3ct. k4l. --it _._ ram.-rtrv..c. .nsr v t:•-. _.... • _.itap�4=. :uCt Pi�. -rn>X--r.�.qp .. __ .. __••..• CL'T lr _.++.Y.•_ E7• •Patr = Yee Latest ete-t = I1/:!L,4 n ten:: = r.o-.- Latest 4inisr. = it/:'!84 Jc': tt' . IL4:L mu: lCii All PVHT J r!. Y<<', F -k2E TOF E'St rl Tct k4'L • rJnt D,-aa nn - I D41 Errliest start = 11/27/34 Cor.c:stsd = No Ea%liest 41nieh - ll/2Ell84 ^^..cr•s.cs 1.-aai.es�'se--. ' ai.aci-iL:rJ. --44J2Z:S4._ Latest Iir Cenpc.* c' .., _ Gi , 7 7 Y:Y E: :nHC"T G 'C::.T CIF:, '.Cl "_' 24Q1 Dcr MA!J- Y4: L-L., e; i l 2v 1 [.t _ ••f' LNf r Jot: 4== ..-3ESE Ll% Bl7r_ .,__ SJ: Lz -r.a.k C0.7 iI:AL a.aaa ..�..�........ Z'.u'd t:t. .... . __ ._ . .. .lit Claci. time = ne-.c Latest ilrasr a. ll!:E'f:4 Psersq:is[tk-s - Job 05:. PLi+CC Tor' Scl, _ . _ s = C f.' if. . ru "EY.a•D',. 1.0 @ •.C' p.:r `.r'; -. ... .. 1-4_... .._.... 1., a -S LLB -..-... ..... _. . F-1C' t .. -. . _ .. • �.•ni i.W. i.T. —.Gai.bti T_�i s K.: i Jl..i+�7n _ _ ___. _ .,>nF. ><`.•. .j1J'1.7 uFF-F++?Of+E fAd•'.Lr:�.Cd�+ F'FtYr —_____�..r•.)./f td�a-.1::.. __ --iir-1 iil:. J:...i:.-- 3i.. : ... On cr:ti Cdi Gatti . No Latest !'a•'i • 11;;':.C, Sl a:• t>eE • llu1S Latest finish • 17/2:ig. -Pliv 41R-OAI+.___..�. dot s:1. SHO^ DRWS At:D 5AM) LE EL'PM:TTA1. e i 1 : _ i SLk'ER. C=.6 V. 2D?! ps- M1a• _D„v 1. tL,._Y.:= -44al :.. TGte.: 1Z40rt = ..0 MAI-DAYS M.anpowEr cent = s.- . .of Di r[ct Lo[L _ 146E Daration • PA"- Eo-•']nest start < 11120"S, Comp:[ten • tb iast 41nith • 11/20:1- n.. �;jt'-'.1._,ppt}y,s Syr — .. _____ .. _.___1.aL.wst siJari-+•-11.[..n.�i:$ Slact tire* s La.-- -. :c`• ... ... _ .F ..— .. ::Oi:LrSr:.:.��a..:-L:::... Renpower tt ills = rr_-.c ..._. TGtal of 4o+-t =- n_-e _.. . . . CJrltiGn s 1 D�.T La" r=.." Glatt = .. . _. ?:rish 57 rr t:n.t • nc -.E - - -_ __ 1's-i."i:h.•-r_irc- �-+.:C m -. -�.1�:�_U�i.-Lam:.=.. ____•.... Jo! ab: , IT:_74LL PUM' M.noower sin 13[ • 5n ::1 s:., SUFE1".'. l.i v __ t cr ,•. . L:� • r-i•,r.,a,6..-`c. --G--ii.c:rF�i4+,c:::u:..n:.:4 ___ _._____ _ ___._.,.._�._____ N, •ea.,-s�:-V-tic—SLi•1CC.1W."�'��:iNiS•_ c�� _—__.�f.�a C.R 171L.GL -a�a.�. ,_ _ _ t,.., tic . t Dn critical path - Yes Latent ata•-t $!at$ time . none Latest finial: a i.^/ 4/:4 Ei1NF'LE.--6JANiI3Al..._ _ Jot. MSF, F'DJr [01—tITE r.EJ.D_GE ^c,.E pE - rq. . . . _ ._ .. Z..._ __. L=,.1 c..:..... _.L re 1"I per t." TEte1 rl-crt 1 ,L K:i'. .._'4'TRUC' r-fir Puratior, a t Da YE Earliest ete-t a 4+94 cort.a'.ete_ a Nn Earliost Tinier. a 1.. : 1/84 --- �+. GFii:cc: yati a Yra latest start a :_. Nanpors� alaila - . . > . �. •. ' . � ___ _ . L. r:t c.._. . _:c_. oaf.. - YES Latest start . 11,"9 1v4 acl..la c« _ = 4 ce- • ,. '' ' is`:TQt:-.• :, ra^.9 -+:DL M6:. 7"'lYY .IN57AL LA71Lr+:.i _. .af��r Ck:7:CAL fiff� On crit:ccl Aeth + Yes Latest ft Art + :1/J) 4 Slacl Use + none Latest finish = ___P"ra.ouisaL►-a•-JAG_Mf._MUY_1UT-JOB Job 011, SHOT Dr,WL AND SAMFLE SUBMITTAL Job e69. CONSTF',JCT V-00" EALDIN6 _.- Tctel Fx;art a none Y.:.:..-c..F- ctet SC.00 ._._.._ =.: GLL .cast ^..-et[o- + 1 DAY Earliest sta•t 11i_�••^6» Cn^_lFtec+ + No Earliest 41nist, + :/64 n^ -4ta"I bath .._Ye__. Ijtest Atari-e1:.."14.E4_ . . -. = 6 D».'_ Latest i¢r.:el .. . . r.-e• r_. . ...]e: _ :.-t Vcl 114STALL FJMFS - _.. S':»:._tom:. • :: ._-".. .S-. S.-'".�L. 1.i..Ii�'..ZE'.! Win: !'SL.LSei._'__. c• _ ':: r., _A6:RER. 1.0 a �019 Ofr Y.A%-DAY ,. [ •9. AIF AND POWER ECUIF, I_.0 & Ed! oar MAW-t r*[ rOR" MLTAL RODFIN. _ •••• ______________________________________.. D..r.ti�• =-aG-.1=i�. ._. ___.—.__._____.Caa.lurt. G•.r.t ... .. ,. . ... Frereo�:s-.t = Jot acj. CDIE'F.JCT ROOF. mznrowCr fills + none ...._ _ .. _-__-_'.'__ Lir::c sE c..'L ... ): s El CrTL,LJ1 __ _ _ _. _. __ _ �.•u L.�::7 JfL: emu.a �. . ..-. _.. - _ _ Er- 7:Eat tT♦ _ . . On critical sate a its Latest start = :1.'•%6- Slact time a none Latest iinisn a 12.':1 'E4 ;ph-rH-.-lat5ZAL4 -FUtp9.._.-..----- --'---- M4rpp..ae" EV i119 rDnP T G:: . F• (n.t .Dnf a LLat Direct czai _�7ap...si•?, ....7C.L. L..C.'. __ . -sate• Li.7.'::Ji+ at.tt_. -;., isa On critical catn a vet Latest start a L2/11,64 Slaet time a nuns Latest 41nisn —_.p .fo.a rafsa..a -Jpt. AK"..4AG74:,L-�.1,6L'.7GjffiL.—.___ ••T�.0 h: PifL-C � .,G Direct cvCt -:U7..T"-4 -F;r:7V1LF.: r'.:^Ft:c' . [.,-v CP• i.est Fta,-t s 17 ._ � 0: erit.cai cats, a Yes Latest start a 1:'29 tic ESPCt tame a Merle Latest 41n2s-. ...__.�.�.rwa.....,i t+r s.-.tM Ji,l.;•...._.^_..i.i::.714-6.-i1.€�___._.....--_-..�.. __� - i1 rF c4 Ecct. ____.-.!. arc cv�iaF 71.1(..�la[71.,;.��.5.(]i. ._. ..... .._ _..- - a..•. a:I • I:r. u.0 u�. . .ciFi - .. tea. .• it lao•.... � _. . . ...- ... . lr _ • • �4 .�. i�A::':.. I.r 11J: :.... Iaii• �C ' , r Jliai .. c lac !• Latent stet s _- >.2J -ire none Litaet i]n:£h • ]Cr^- '(,L :...c:4LA,-INTElZt.A sjr ING `{ar. ...wir .. _ _ . . . •_. ..- . ^Cr . 7i per Ct S. C. Ear llpft 6t lrt �. - Lct • ® Pocific iniernaiionol PIE7c `nginee ring, Inc. �W hbl+1X. NO EIICEREIONS No= TAPE tE:CWC c: - "m CORRICIONS HM FO.17 M Sm.,., C ".l _�awolO ❑"I'M kN "WJ104 SWME VIC440 MGM Gl1P4EMR is avir Iw Qrnpd.MarwE4N M rM 4\0^concur d IM plod ., Irec!dY[VIMMf'µn\IM O,i.M IYNR[!ER Ih.r.a.nrTw,.ry a eM a.^+n 1 IwenaMwRt [ lu.m it .oe+. N.l. d:+xmiem.Ax1 rMll M[.r:! wd M ela�M M IM:eE 1M II Id.xWMp 'u rM Nv:lmw hd<wnFw• FA <r, I Iwn.rnwdnerwndl wR..rAlwdeNaV © II�II �� xWrMNrM W* wMludhn.M e Y 4 .-. i\ LY T*A Mt.MC. \ \\� ism,EIdM SE �tIFW[, WRSMN6TOM pow V \ n'.. .. l: 12.. 1 i• a�bun PVC: The modLrn,efficient way of transporting wastes. 111fur� b i t !" �lp w Simpson Ili About Simpson. `1" ' " wer pipe is modern 1 r$' ' k I • SngYvvt F:xtnEdetl PLn:Cti CtYIIEFany is MPt ", chnologys answer to the nlllxm s M IIV9 lxgha:ns a PVc pµle ^ vnth planlS Strate9rcaPy WW Wn lhashe.l m PVC Advanta t r the problems of efficient, W,Omgena Cai.k na AwM7y c.vlel t economical waste subsWtar,,d Srrllpson Timber Carvarw. SUp"Structurat COOGW r:Tne rytxovy w9:SrVB"Wabia"W. Ntsw i""tot oI SnnatxI Lk;,allnlsrmIrar�Skt transportation. anI cornmunca'.Y's m4'hds Iry h des IJ:I4:suppoel d the 11,Ws,nims snce 18%,seryYstn bKkg l a s"'M ncling earn In efle"I the ana arx ."ll? b kg,wicI in dl dls aW'wtltr l am J'XI earth Ora/n!n W lgt.clJ lO ntyy;rl PVC a ntp,,tav�n d ntegnty and Of"I'e.. n,x•sat syshnn txlr.d It*slrargitst sawor Loil,l rtly wllo pld8lc"Pe n4 .ILI,rC11lnng n sy,n,n the IIX1ay n EBIIrK d atMdY b theni and h35 lkx+t( ry ewer wdhelN lWh earth arld hh9 OIU NO kxcnmons NOtEe S,n,e Tt.,O"ahty arrt.rcit wph extOM&Y high MARE CORUCTIONS MONO An w1wa V xnba d U Be RI !c Fyc en;W1 stra ym.OI;Ntti Snow,Pvc to L]REIEC710 [1 atv6E ANe""I" ASsronJ..... .�y,.•,� ".n'I�•° "w nMJalry9 w11RstJ^�YnIDeO 4.t1.Pn1.m�u��:iraihp ❑UAMil sp,01 ,ITEM eflats Ic'•..I -4e06d gl;rr.. ..,. ;.. CI W"n OVI,ter y.M ceN«rro -4 r>as'4r'i'' Onima"Inf ft atron 8 Extiltration:Tq mow.a N N tM paNn vnd Oenn'd m General Dimen e i.«<...rhthv lnlornrnawlat•nnnan.uxa escr t L 1• , 'eJlnaad. u.n t'atvnVnb Aw.•+hal,a•w«nit r'e*°°t rn 9k11 in rueJs x,l atarVt Ihn•na,�«n• .rW 1'W,m uN rnNlknPem g. , nN LGIN:CnIS 11Wtes syslMn nlegrrly Cdvu.y 1. unn Hnra. 4..enwm rY-d ca��.,.r.. •• � ,. �.�: I � ,b•.frtltas,ltxgdNO Qe:N1#I gtcpM».•nrg tnah In xanlinrwd end..or•NvydNM wc•w meal acly a1C0t1myy,luc:tunr IOCtuh ILM a'47 NUncNEo+I pVEHY':aI'fb<awT+'t ulaantela kJ "MY o0KXlr6d rws IwaSlahab IVO hen,vooran+Iw�dt•••.dx•,.ro.h..rwNr o:M. whin iablhaa+Cninioustry do AsnsLteft aatet severnd'w`sYyem dwn a,sto k epO o ?19 i.<Ie�rthat si iascr,ig E9Idy CP"n iiIs a,elStse man$eeanfn PVC•MtanyExTtB6pbYeP�rS!n"Liflpson PVC txM rlotaaq axCNBl15 St.WN ntWOMu nns,n la/i IW. .._.. rrxMiry slanfards HvegfN t011(ta8hBl u s rrialdNRl tnerr.� .5'8¢ Our xwei ape utkas W,nte4 bell tgninv%ti even wMn at41wto lO tlatlac" .......___..... ......._..._._._— WgWt tl"IV,IhW Er KIM ma Ir91e@SI%W ant!bEx[Vtg ItImI pnndIAW YW CN2M MILL,INC. IOIInO n antemmwafy alwer;Y51arn5 TIIe iEssu:s#.kl prWJhrrL:Na WIINNy 81er1a1alBd t,, 11-am SF. 9BSkBI�5 iaClgY rtWLrb9110 41. =dle I OVIIE.WASNINGION YBdEE� • el 2 R3 czsc , Mdub•d :A ag,w ge GmwM:s ".. nm,PVC s asstance,ow Aftmaw and I1G1{bbqwv om MW i�6d aF t!W 4 uSuday i I"rW%x May Sao W The I m\tllaACa dlaiR mRr al\o Oe,•ed The wwdh,or **".40."fs of PVC. twgn a s N^lMIM 10 axa\on ham waste a•uais bong na Wted The„ whiMy.m,w4wt erosm ar.g ena ' IubWCUS n b dttp I(x l n omu*Pang nWONs 9"Y b 11•ludw and Mlal•I1:avcs oor",a, qv wegm des A easy la 'W"o ove ingv'a d w to X tees :.more am agwxa tly ler•,Pa'.es to ey ma+wm re+a ryas d cello Now :Srrynon hyongan u4v,.v cycle eW a w oese,xt ve PV s 0MS. nWh woes wwde 3 jw" !o nN,UI Wls m amuon Wp w a00 fimw Cn,W ,m¢s The.Lwow vAn rc wmu na. ,u efleam PVC knee,y.es ms %w absdub mmnr W OLNft ASPOWI •:Smp.�PVC sewn ax,yy, .n ,Ate to flow loyal,man a p\1d K nvv tacW,ed usvg Yw wy bee Possole mt,afw,types of a•A•,pge The a&A3W roe mubhW,pibciawdwlh go nx'rapyV lipv,dw S<YnaMia a\ors ml use maJ nu%Ianin.l%AdCA.a,g opaque\ t. 2i WRrnl SKV% mu a 41WW dWrble,pa EveY 4apWmay,laoaxa�s,apyaalbV%g•l arK:r m urvntAaw sav"kp n lAy w*(A,Jv1e Yw, safe,v6 d .w.0 i.a...,.. .x��K-0,cU' osts puaSWlkrl tyllr�r.;xtn6 wni ywiY•.d n+Pena,oBm Chem"l tsist be:Equeey nrpxw, dastws tn..±xdugy Mu the hdwd vl l l ewr�WC,,,&i rwrl A e eta +%bj%:INWS j ASIM tuts efol,drg AgbC by me,Mn ld/rtl u, m%kmt,tw, )g.aC,wA,U inut%v xn w,SUN avnestxuwage mW Srmvu3 bsavnn nigww4,!and p"lyhewss u,%1B„Elleolgl gdLK aW llw slAsc al:b gatael8(11,v ew xu rvY lrl ■■ lltl�t II I11''f 11111111tt1 � I r� l� �r R-3-44so! 3 fT"i age"C aw we straw: Saes Oew2tBdK les,w btPIYN alttrd wale:G'a1ry Product Description. S,nDs Wcsewdt.geaes on.. asu.axel"tsallarYVOCRnse.e.,r -.J�n I %w4wd to WwQ w9ft as nSOMSM Ow rya",Thesevsts ale v,n I. Lwlg tsw 12'.e'ate alto ava4fo:e Xconlrce wan ASTM l;lecMcffiorYe any ^ Igura 2.TmnSaal Gasket Fsdm'Masrl l gold-%Tv s nrwtue tl 1,cfxv�fe<.wstatna. I l OOtBO n n.AOet Yflq p"Adu a Vv Its.* Wet".afxl ryt nht{F4y tests The gasuatnlaalS eo tequrdrtla Ailalpltrlala:SrPm'F4C+w04PM0 w....l. ASTMF4T7 See Fgare2 acasv:n ec a,*)s 4Ccetec9 M1nO81 Ma' slaaralwCa:Snosm l'17C sewer ,s .ax)n.n,a:ekn u+knr lk. .e +. •nanwaaueo y�AS'M D 303a 35 spec 6ca ws!a same« lv'a I '�;-�� ASTNF 679!lx lg'yxr 2` \�7J r•eaes laquwlrrnls a A$ 0+784 to Cae ^azs+2e54A ABC hl Figwa t.wp.Olfnensaons ano Weghts I 11.w•W M. Iww.w YP..M. MP.aM 1 4 1.215 JBeC 'K '1f4 a.w.wn..•wru — _—_ _ 6 627S 5742 18C YJ12 :mb '/ f.rnn..rum..ra ro axvw.�a�s�w 6 6400 Y E65 2K1 "6, 424 10 `O SOD 95ti3 l05 fSJJ 1i6BC 12 12 500 11 xi 360 ayt 2 VSS 5 15 •• 15300 IDM Q7 -Ja27 It"2 • 16 is", '-W 556 X726 21,54 2' 72'017 20W w 2=6 "0 1� Factors Affecting `in. Fbw Forbom 80L.w w the warns alxv lwgrin I"K;wee wop as l rw4mHun to c!H1aclen::�S Of Sn!ps0n PYC Rt, fbcxivs of 30**W".#"Oe AM"IwAr ecavncs fan su,ltlnes tw fwsRtl Of 414 aWerl to ax4 wake atxl a 7 5% v1diu B,grad mabf dvm0l V DKx•P flene(01x19 nx OTUVltltwyrxk0 CIItW sh4llwrtlnf*De uw y vH (Yal)ICe to'j Ae,'lell%,ft lln,Oeto, 711 csgeN syvwns a ItlL.hlaOBA W useq ee aau nxs w.y w a"tlac+ut asva ,nav vl FWe3 TleeenJ,6 ae biswl111a servrt4.lxaexic'hxrs lra Wr✓w nsxla a0 Mvvwgcu615CwIot00tueecefq PvC, ,w+swgw!1w.rstlwW IMs.4x11y futsear" V,Wh elfcvH!hu, wmxxl hBln41Y2t)1!IkYtfWCe5al,Upla� SbVek"Copwft:PVC K a ee.it*M')e n,akl•Wq PC to mmotl""I ow 11 ekr % Rz,Qs11L.d!.M4b,Wym141FY w the 9",oi W!,f 'Nv'NSA!Mnll CKWVL4 Ca0 y of We etefolalong q efh by 4&e SFuchnal pakemetxxcm be acuratey Mnlg aft W te'"'Df He IWO CIHOCIr 104 vv.dLetlltan FgLv04 Vrc tffatattl6.46 Dwstj at Me txPeva,eswmck., a•A a{tuaN vret x'A lWrtv!U In aYe(xqe H4re. ger54pw6a1 JnxXYew Cr]rtt4rCixn.rc><S 1,lexw llWtlt.•I1:t ne..e.ex•n.zJ.Yll%x4e1 deU^w outw I,x xz n ey nx2!saexxl a)aYe iwle The ctim was lkved4rae hanlidb4l.bY 1es16 wW .Lfex:F kelu mk'!sNE-mnafMs I is vkw4 v 1 UKm.4 le(x 4nWxerJn :slytefm ook Xm.Fgwe 6 stows"W wr.Q.feo SNbd,&,at Ilplu IUOU hws Jepexbq:n yy;w��ytt! 4 3-l2,01 Figure 3 Flow Cxnactenstres SM,b4 M'lW Ri NYC a4 e 1 [ e a 4 4 fo I1r. V' 13 15 16 20 22 24 25 27 28 4 or 892 M• 928 1093 1,98 1294 1383 1467 1548 8 V 15 20 23 2.6 28 31 3,3 35 37 0 2010 2462 264.2 3178 348' 3760 4020 426.4 M94 V 20 24 26 32 35 33 .0 42 45 8 0 43'8 SJ82 0191 8922 7683 also 6756 9287 978.9 10 V 23 25 33 37 40 43 45 49 52 0 T937 972 ++225 12550 1374.0 14 19 15025 1683tl +P49 V 26 32 37 41 45 4.9 52 55 58 12 0 12818 t5454 17845 1995.1 21856 20007 25Z32 26X•' 28215 V 30 36 42 41 52 $6 60 63 67 t5 0 21671 2041. 3oM T y428 5 3753 5 40642 43312 4597, 45457 V 34 42 48 54 59 64 BB 7,2 76 e 0 JT32.5 45715 52785 5901E 64848 69828 14189 79178 8346.1 V 38 47 54 60 66 71 76 at 85 21 0 5789.4 1(90.6 81875 9153.9 1002,6 +(B3t0 1 1518B 122612 129455 Figure 4 Maximum Long Term D~t*ns of PVC Saxes Pipe(SDR 35). ��vO�000�000©©oi7 s. 4 _ �n4vi[w44w'MPUYa pgylNnfaWY.vy Mni.lNw,y.y i>m-at * �.....�W�Mi vlv�vl/aW.�.YYbN[W.YO[VUNIMUrIa.nv.b OIe M'YNNMI eN�4u.beWq.5iN.lpgNv'.`�1v"I rv'[v.evAN[ynNPAIYwS vpry.at 4 ��q�w4nmtb[M11�'Me.u..ur v Yu{x YNIiM�Y44+4N M/Ntw>iw411n R-3-�zs�J s Surleae MUM FeaOa:Stern kMds nelsl MJ1111USSCva+MW-1A) .OftlutleRa:Wr1 De tail I'lci CurWAaalgnwdySl detrgrwvy d 4k WIkls kl In lad.aenraixn Can l>pbMed • p,png sYstanl Fgde Sstvws heellecld hve W50u+y741.h watl eaktssn ou W"alur lairdlH.2p be[Mq):il vdaA.s obtYh[.d urua (xkaldta rs,kal:du krdrnem Csx RplAxXay Flan nNe at wE'aB t Ines ce great are la]I IrNka llolh pmsvAl•N%7 VaCW n ba9aae SKJulw:7nt a daehs d d We a greater As re(kN60 SyMem 7Ig11,0me :No sewer syaan urlda Al real ImitaclB.he tests are xconrol.! s he vnAa WM task d kear" !Cw",,ed rush Irw poi,ions bed axial and sew,ge n arlo gro.ru water aA bate!hap Mith(M it*Su W ens dalechad.SaMA" gaskaed PVC sewer o fie Rg Fade. act erne Fad cor"Vom =nstalWd mlegla;be 3aska"I",Ihar Figure 5.H2O hiug�hway load Figure 6.Tani DeraM e len Curee eeffeeeff 1■�u�N�w,s.yg��jjee��h%■ ��. EMEN MI�1ri E�■■ LV ERYWIVOISEN ®® � ■e 0 Suggested Spanicmimt. PVC gravely snwe pule and FRings her cane haurx;hvlg or lnlla!beckM1ll VatlCal dells bl APY It"tat n en rniMlirMnnnl nk4ena by form to A$TM D3034 la dialmles tram 4"la of PM Shag oe fenced to 71,%UI vutlal nAN, 5,44"t terrlava elan be cerotaly FlW wlal 15"and A$TM F 679 to itfi'a.J 2+'.wih me dlarnatel W Imans W sxW SW[Urt Tlas ilea WWASM nt&WW W n:h M akquXNy can ipw Me gasket saris Ruuhul gallons Shall Ue be d"Wie[1 W 60.85%Garglatin n file pwtod P�01dblaCegbL.wvRnsheelmg factory nsta:led and caaorm to ASTM 1`477 hwrch alga 9hdeaNy bedu�awalePo LWekM1nnq proceeds P.pe span be m101.M PVl.plasSc harpy Cor"Iectl"bmasYgWS Shan be mSew U, ski MacxgKlenAwxfn ariruw0hattkas a cell ela691FCarOn of 12454A as(1dnWdln .,se dlnautoe ccuo, g 40.4Nar5.mutter ang Itd laau eanch y:p{YYI W7R41 d1vW41iy ASTM D1764 ant sha'I have SDH d 35 and wate5klp5..a oltxe approled nlahod PVC frail l{YBSO,Stxekl"we shill be na"I ntrknlll(rl pipe aethbss of 46PSI aueading to llwyred fn graced areesYto WiCRie geturlle Me,rmwnaM a dyaMrq ASTMWs1D24t2 All Set wce uUnrleCtmns span V_'rnnta1W v41l, InpyCusgppefa,'bwltlEweler'abla.eMrarie AM shallbe nstarkvl IncomPtlance wth wys•FRngsa wne saddesw^'sldrlll5i lice.: care shM IaFal nfhe saeClxln dxl plaC AS1M D232t (teddagmatenalshanpmvlde tkfnls Ingdetlaal111ernald helrlClmg maeiJs!U aWduae aryl unllamsupoud alder the pue Wnai using movable varch%4w 1.cine peseta"Vekollxan lln wnbd n Is enl tU nWntan(:aKlale gralW dlff~. twl Sank- lbald bBBxeICILBd rIOIMdISIUrbaW a[>e k1- bedrwraalaek:h palvil l all castl511@ 9w Ch meet bnvatd be avadal W use oI class I m: capon prltrig or ea wroodI neN HerrovN of sWB sup[brt"IirI ail SAAC1 Ienarolunlamcunq rurl anylrall•� pmacblbtiaw!hatopdttloppe 7ppkrlgd ure191etl vystenl shah lea UckloW ' nX 1tx+U lU Spnnglmel Slq+Id oaCarelully ;red w�Ihtn 2t:ppB dar+wlerS Ul Ctii:tl s-xled bw ptCSSatl NlSy=k.�n SlWRhe[uBSb.�l�.ed worked uiveer the haun:nas d he[ups arxf :he ups spa!to pohol"7 after Rip pgle an b35p5rt7akwrymrx)w:ata[resSure Time t?Nnpa:led III,trw o 4"-'to ha tralCh waa a bearklnl ties been cumpactic!AFovalee for S pslg k15s inay IxY tx:kaa San Mn@R Ol 2i^rptx dlampnns al eachs�tle fit lrW pPala Itvnch supports snuF only be usaf uu wile, strewn a Fq'se IC Bnstlm&.PWI I.A.,Wckhl!mailer,,;shay tie w+de tlerichlalslra:IxSr�w�K esupputts ex idled mnrnrnol5 tiler the sue Case tend MlDw he RV of the ptW or or,a Stier!Ise taken so tt> l large peUclas wtvch alxne the ape w+M Re ppe wslased^]anar- damage RM ptw wlnrlot be cm!aSx,ct.n tt1w,Nsitical wall Y4.Lkll Ill l 6 R-3-os5o� ® tnstattation. Figure S.Description of Material Classification Jolnl Assambly:I^,Sserntse OSa,PVC Sews,p ce cel the w!sil of ��© N 1� �* ■ end the nbgasketathe bell �41a 1 '�1 n IUDncat th WISide e ls,W a'ne slxgd and 1� it",wIua the sped Into the nen.though Ina, ! gasna un-,Ihe'�n5tal!t erlP on tlu•Sp,gpl ®� 11 ell •, gall hvnth lie elx]dine rXJ' Rlpa Alignment:Rah leooral leers al ( a' I Ill exponeI snowtlat PVCiltnleetlupe if Mill, Iffl— ..R.. .� • wli mamtan a water:gnl Sea'w'h the pin; 7efbcteC axl.lty as n,oct•.as 5 uegreas Iiowaver.gmo,nsWll3lm aaoroce dpYa�es that PVC sews,1p shoUd ne a,5tated ' With The al gnIwtz Of the"I,,S as straight 1 a5 pOSSDle and that moor Curvature De I� 1 aenleved DY 11e1gCIN,g Itq pllrt:� rtgn, .II AWnSaIVes, i Mddnp,NrnpYng.SmeMB:Good nin%it clap of hAgh Dual fat of sail to the perfor ess�s en!ial m 11 a,L:-n l any type il pros.Asnente, r• clay, beod,N prwxe MJPla t1exidlle or repo Completa"allation ,e procedures are orWttletl m ASTM D 2321 a • 1!� r U iBell pamphlet UI-fi5 lf•ase,runual5 ae available fron your Slllveon ppe sow,,,a Wile LAS at the a`Mress T the back Cover CO this brut The haunch nq area is the most vnpatant arnen a antes to support la the ppf.See figure] To more good support 4 G.,r pr. I lnel the h"W ling area he ca*pac,ed to Figul Estimated Range of Cempactioll •:knLnB5 ylvan to Figu,e 4 W wheve ilql§pft'W ddIeCIIM IMI for speclk hinght of OW sal type Ma At Au COMl RX.Sena are several waySWuavtues PlCsewCl adap nlennoars Thpge Mode.ubbar nog water St',0t; r gaaetotl asCNSWS came•„atlaper coupn,gs ar>,.nWprene txtas Traxe are ahe,lant,g a reamilarine,.and Inlormal,Uu ®®®®® rugad,g Inern can be M'ained hum your a,ntpspn hWp,eprOSe,aaSva a JIs1nWro swvsee t oa Corlre A,sce o WC i>pe lends nsett ®®__ wail too Wog SHwca catnealate nd sR Array D6 of yce rec-C s th fittAigs(staskere lns'tetletl In ®®�� the n,n11n w*(tea",tea.a we)a win Held instalCidn,letl.c,q I eatlCamenes In and Caset e a wawa eddre Cor ,In r,MAl case.the tpp15 requaetl are CMntpn atxY will Bnslvb anp WI,c Are As I ere Arlo aiNe, eg pRykn Cdre 5lahen any a an a_nzse wdl pa,lunn vul .,,..,.. xv.i..,.ufRW�...•«yr .Lw w.x w nnxro-nux,vw,m,.ta.y Mraye.,,w.wi....u.+�..wn,s.nn.wll..mne+mw,w•« Flgura).bedding,Ilaunehing, .v.•=..Ewa.wtl,.,.w....n.,xn.,.•.w..a,..,...,L.•.. .�.•.,...,.,v- r. ,,Meu.M.{n.Y«fvWl and Backfilling u•m•+x.,aMan«ww aexnw..w.:ru».I•..wne...m•n•µ� Testing of Fdo"the rn6Lw,,,atauT,,,VN1 stWI"twIes50i;7iitw n,bcalirlel1qure rtw6ra90n,eirtnrall n.a an pr65surc lest tU W,Oete ar 1t51 are �ta::ed Systems. 'S O be mar3e 0n own secllan W ppe cOnlavlLr3 m Lkvao panplrle!U•I:e r 1weer,rreMwles It hie pm is nd ruweecl avalatae Iran Snµcur ..'grpeld of te,l h 6 Il cu en 64tWIMIen YM En114/lbn wq:1'IN,lest '�' • a90ri Or mr N, et1p11d tw g1r11kR:led I 1 ">e aoleci e.•gineer st>ali7 uesignare The a nr1 xgl6aU la the an om+•a nww rani 1'yp t W Iesi to`Je Milli and n timeie a Wlgde N166ra90n p B4Mratµ7n 5tW6 rql ms1�uc6ors as to rww rt sra'I W caneu out e1 r' d 11::T ft i S iwr mM d t7pd bdan,6ler porn tW ppu Ivw.per 2is nOVlie.,50 xi Ak AMin,-Wtwre 1%7Ssibre an te5lrq is me PVC s .er pqe nornWny n less lhdn 50 ea9eS1lp ru ite rrenlrn,,,3 5 T 1w arts, g,.' o Per w24d C. dlalnHH pe7 rMe d IM lesl sectron to OrOp rmr135b 30psi pp+:uw,per 24rws Figure 10.Required Testing Times' y r..qm reo wm.w m. 1 a. • rwn +wn 4wn 7wn.. >wn Own �won own 4" 1&1 597' IWL 133 1,53 1:53 1.53 1 53 1.53 1 53 153 6" 2.50 396 427 L 2:50 250 250 2 50 2.50 250 2 51 3 12 6" 3.41 296' 760 L 347 3:47 347 347 340 4 26 504 542 to" 443 239 1.197 L 4,43 443 443 4 57 5 56 655 7 54 a N 12' 5.40 199' 1.Me 5.40 6,40 $42 706 6.33 9.56 1124 12:50 15" 7,05 1% 2671L 706 7:05 &M 11m 1321 15.35 1746 2002 W 690 133' 3,80L I 930 037 12.49 TOOT 1914 2226 253e 2651 21• p.55 114' S 235 L 955 1305 1727 2149 26 It W 32 M4 39.16 14" 11'.20 W8637 L 1•.24 17:57 22,48 2630 34 11 3953 4635 51 17 27" 1245 Be. 8AM L 1425 21:35 2051 36:W 43 16 5030 5742 46.54 3v 14.10 90' 10 M L 17 46 2643 35:37 N 31 M3 62.19 71 13 90.07 15:95 72 129261. 2133 32.19 43,56 63:52 U 36 7! BB 10 96.57 17:00 06, 15.354L 25.39 36'.26 51:17 64:06 1655 6S.N t@.1• 11522 $rKMl MwI'�,MfMWYfI AI.^nb•4fyuy4wrWrJlVNwry4isyn•.r yy+�rM.Ip..r ♦. • • .An ntdOY Maintenance. cleaning:-•'0 pµxin ik m Welling wa4s gravel The esLns sliaw'ed rip JJTnd j,Fwgw A SpwW and tgni PC KOW Ile f> for clean t0 NMa,In nviCon ikn b ula Our 7n type clawunyete,,15 nns gear,lCU,. wn:h nwr. S*JRM*Mmel aele,Blnae rrene's w!6Ily r I?w WC win d66ec19o15% eown inj pre ns sp3c0ialnns a'utwartanEes alecp661u39y ountr 8eriin PV ere rsvntualWroroot TOWI , lv cl,- wg0(utri punnnt ge u{nkWrxi Son 6reprx••au dale 0n 6vs6t0lakue t quipn C n t in PVC sewers.r le,aW�C pt TOuaY.^vxW c'6w1nq aqunx.erx menu o noiu IN )12 rnOrMrS du.peaes contnp cea� n usualy;Whce 1a a tliurpyn Pin lacrurers nave,nuicateu L'w1 rw.r oneralrng E]e1J00J PLwtx;.5 CgnyYi it,kv airy nlstictm are no differentw+ra+cieemrg enanlws 99a Truly have o ,wolf Srawadmm*wcacw ngaw oduµg PVC pMrows Iran When Cieannquthei egwplierx has beers lea0.rl wr.'.rys dr, q';e.oron+nnes. Sµrpsnrns arrerr4lNrW UraiM F4as6c _,+...• w Pow.4.:9x:WRT Other Simpson PVC Pipe tintormation Vi alergete lrngatgri Rue + �µ V'essure Wall+Vela Data Sneers and WITni:a EkAkin rs �''ru.m.oi� G9t10 Hrgl,ores,sa W,nm P.1.1. PVC Plastc Am CakWalor WC Ir gaw Pipe Sirnpson Extruded Plastics Company 2220 NUGGET WAY,EUGENE,OREGON 97� F' 74255 Cr i va uor,s �s�msri.uw•µ..,.w e.o n..w Mr.1 I R-3-c'YSa7 � 4E S T O N E W AY • RENTON TUMWIl4 FO 9015W.R[NtON.R'A4!9RK'.`ZR10dP +� March 29, 1985 ? Mr. Berry Barnes CH2M Hill , Inc. 1500 - 114th S. E. Bellevue, WA 98004 Re: Puget Constructors 1235 East 4th Olympia, WA 98011 Well No. 9 Pump Station W-118, Renton, WA Dear Mr. Barnes: St.oneway Concrete proposes using a concrete miA design for the above mentioned job. Please see the attached information. This design is per ASTM speci- fications. If any additional information is required, please call . Sincerely, STONEWAY CON`CREF, INC. ToffpPnt. uality Control Robson, Sales TP,RP Encl . m Encl . STONEWgy CnncriaLr • • • .aaa000 ROBERTI) PATTERSON 1 CASCADE TESTING LABORATORY, INC TEf>NOHNHnECTpn,IHNi+hHHAH/6EDLOOiTi 10..f l a�A[a♦ Ka>fN ,fHYH�'Hi4 KL�[Yua tif,..�Y>OM MCAT aOM MI iH>a [v[H[» ,i[IHMOH,> June 10, 1981 Cert. No. 814-28 Stonevay Concrete P.O. Box 509 Renton, MA 98055 Attentions Tom Parent References Concrete Trial Nixes V.A. Hospital Gentlemens The following represents the results of concrete trial mixes as run on material as supplied by you for the above noted project. The results of the mixes may be seen on the attached sheets. Thank you for this opportunity to be of service. If any questions should arise please do not hesitate to give us a cal: . Respectfully submitted, CAB ADE TESTING LABORATORY, INC. I Dennis H. Stack, P.E. President Prepared by: Kenneth B. Foot Laboratory Supervisor KBPsmjg • • 1 f. • • - uu■uo■uuuuouuuuuuu ■uuo■u■rouuuruuo■ ■ r■ ' . . . .......... ... . w■ ■rr■■■ouuuuu■o■ •_.r■ ur r e: Emmons° =8 u �69oa� 6 ■ / a`sM�A WAWA a �9 �w • ■urwuuAW.u■rrrrooru■ ■uru.0 ■■u■■■uuur riGr r�-�� a re r AM MUMUC"WEAMMUGH we ■■or■■rr.■.■■ rru rr ■ ■u■uu■u■u�eC' B: ■'Ca�6° �'� ouuuuor■ r w■ ■ruu■ror■rr ■ r■ • gyp WON : ::c:::::::::u9E ° ° � wr■w■■w■■ h■■■■■ rOsamu rMal MEMO o■.■■.unow■■urw■u u r uoorr■ruu■ u ■ .............BC o�� C rruuuru■r ■ ■ ■ uu000uruo ■:� ■■uuuouuru r u =Mall ow,�Q orrr■■u■ ur G uuuwu■ rru to • rrrnrnrrnrr mill rr r unrn r■■NE MON SOON .��:SOON G eaaGGE:EE!■ EEE:6eeEE:'eG.E:eeeMR card 0 E • � EE6EEEEEaEE�PEEio'� E ipEE�EEi 6��' Gi:i:::i:i:ii■n��:::p r : �r■ n■■■■■np.■■■ ■ ■ M ■ SHEEE? EEBEE �E�� E 8 8 •- noununrY■pro ■ ■ EGG:GGE000G:GGaQEasaEa ' ::'::::::GC::GC C • Cr G • • • � _ EE�E2EE �EEEa! � �.E � ,, . ...■....p..7 CGG:.G.GECE :::::::::G::rpurG■Gur YYYppopunpu■ ■ rrrp■YnrppU: r prepY■■■rrr ■ iaGuo:M:mamas t r BEN:::Romms Gee r prrr■rrr:Ecow ■noon■ an ■ r ■p■pp■ ■u .t QB S TO N E WAY 00 WYK`M.NN'r *A5 9NG}•ZJ61tlR1 PUGET CONSTHUCTTON WELL NO. 9 PUMP STATION W-718 • CTTY OF RENTON SS S T O N E W AY NIpN TUK WILA PO RUl VIP Rf NEON W14,9 7.M I= September 25, 1984 Puget Construction 1235 Eas, 4th Street Olympia, WA 96051 Attn: Mr. Dennis Burke ' f Ref: Well No. 9, Pump Station W-718 C!ty of Renton Dear Mr. Burke, • Stoneway Concrete proposes the following concrete design mixes for the above mentioned job: If 3000 PST Design Mix 82 3000 PSI Design Mix 02 W/AEA Cement 451 Lbs. Cement 451 Lbs F. A. += 1490 Lbs. .cc• F. A. 1380 Lbs. ; C. A. 1950 Lbs. C. A. 1950 Lbs. WAA 5 02. CWT Cement WAA 5 Oz. C'WT Cement 32SAI air'" g'- Water 240 AF_AA 3/4 Oz. G' Wa�.er 240 The above concrete mix designs are per ASTM specifica- tions, if any additional information is recuired, please ca' l . Thank you, rl rc %= rr oKOM Y GNKCMB WePn STONER OlIMRIYfa'K om N �'"" '�"ejtr'`R e,�,•ae, dwlwM Aob rt Patterson ww,n Cf9*Wrt.. 8 9 f'/T bixw„ iNNW s4P R rMiMM ift Sales AP R fNC,YR a.RyrYcyM r�a,sw`AIR. � MW 1W el A-.Iw kwM!W III M�I W,Y,fY1[f M M m � � e rt jl KN a w R-/.3- oast- I CASCADE TESTING LABORATORY, INC. AFiOei v'o O 9 v+3 T[[i.Npw�NC/CCTION/[NG`NCCM/OCOEOG[i• UME��J[J/O'f •` ^� RR F[ 1Y•-RAC[ 4u�� (�� /�� A.Y YM�W Y©) MW Y)YOO UGl1ST � �ti-� CJ-[U"lV' K NT WILL PLAZA PWELSE TWO . Ye1S GLJKIL/�GN�I VJN IN-o rEM - KF-NTT YFiLYTAE IOStL Ak lMZS A�/E. S.tr. Silt TE 410 N(LFfN rf N1 1_FJi2_ AT )• EMO�Nk EN wsi VYaSWINE3TDN 9MD. Hous AACZYM RLIDFJIICK G PAIZZ {�QO.C(J(>�14STGYU6MP ONI.ACTON p�LewlMo wA.NOT[O. T I / MIX NO- Z . ��.D. L_ (U 2ATICN [I[60 [ET DATA MTCN DATA FOR I CY.TARO D[NON \ ADWSKD [AYELED TAUCE TIC[[T NA E[[IOFTE MOTET 11[1[FTS UNIT CEMENT TEW. K Vb1I MT'0N1 WILD 1 )ACr011 c A111 lcawftv 4.7w �+ PA. ilk/ WATER TOTAL COWIEE NW11[T[EMOTM NGA DATE DATE woE R1 ft MADE TESTED DAVE EOC WUONT TOTAL LOAD I ETMEYLIF A� A a; M120 - tinp F ze i ■[EI ODEIC vAAOE [f ACE.1?A a of /OMIM. �U11.IE OESION STAENOIF wrw[ Moru$L►�C�_T 'n L7"".I�_'. —CAC( - AMD 7PX Zg Cnt It -N MP A"TMZ t 6 NEVER EE[M[a R-l3. -opypl CASCAUE TESTING LA®ORATORY. INC. ^�{vDuso OQ S�J T[STND�'wMCCTS]N/[NDI\[ChL/GCGLOD�6'S W. YwD\W AD(] JJYY]NY1 .ncwnt /e°5/ 4.e.sEtd y ..{I1T�AD `r DwhER l . in crl° r �� [i'I COr �t•� AT W ENG11[[A Ise L/ A 5?yeoz E,! f1• �..: — ARC."o vJ TIN CON AAC\Ue 1 HE POIIOWINO*AS NOTED 1."0 TEST DATA MTCN DATA FOR ICU YARD TRMC[SAMafO r DL]IOh \ T(D 1RUCS t•CSfT NO. WSItJ•�\5 mV�SI � wEIO..\S i ON, C[NIENT l(W. TIME SW w vp Me SLIR E.Q.T EO_ FACTOR COKK i YR tame.., tA l9sa i wwTCR TOTAL CCORFRE[SIYE STRENGTH C\•IINO(R DAIS DATE AO[. Num([R //-M..ADF I[ST[O DA" ell[ WeIOMT TOIA. LOAD IT RFNC\r. RI Y l B-z9 I zr I11;oob l -a9 a 1L6Q2e 41P 70 I I j I I i •RODUCFRS• [oNC R[\[ C(M[NT S�'� VuvwRp1 e4AV lD '/ ALA/9A, J•k ADMIA twl 0e aIDN ST Re.D\.I�1�3° _�T/ /j I [MINT AREAS NOTES /_C d fj,91311 �t�IA ..< I/E .�e%�i J..e// � .:3, /9�73._t/_f�y;7�i•.'v nc %OG�ia�.. . INV[CTOR R-I3..o3soJ CASCADE TESTING LABORATORY. INC. wtro;cYN., w. 34814. � RfFMO•riYtTK.n ICNGNCIM ICtdCo�o"[ ONTL� .—�._ ` CI� MO. 7 Y.iO Ni iY.iT.1[fi C' Lfwtv..i MNWNOTM i0. .aa.M,.Nq avw.T pNr Yra.T r.a[cT N// fRfsN Fm/�S R.ou..oN (e'i AVE. v 3. s1Fi'� auw .F.r�T wo. owYEA D: t/ EQ k- HFF_ IZbI21 MCAT N[. 1tW A. P o Clt�X [P. ct6,aR 7U AT �� ... ENOiM[[A 5c4A-Lm-V F— WA !2t Anc»�TiCT ♦TN. �CONTNAttOA "CLO To" DATA MTCN DATA EO. .CO.YARD ♦wc..AYaLo Tw<c nCl{n w.. oLsm« MM1Ip M+unto NLIp«TL MOItT «Ta VNIT CLYWT TLW. TIW L W. D i N410Ht vlll0 .ACTORR r W A. O R cA. /9Tir7 wATCA i CDalRR�IW/TwIWOT« CvuNM. DATE OA a Not ! INT TOTAL LOAD �.FNr«M [L. YAM TIST[o DAYS R. TV.f p.EA6 wZ // 1 8-7 ,yL/,r -7 Gx 2 4 — � 2Y �10oD ys� N7� i .00uc[Na. corc.na `-��NkWAy cuyNT !47� cam.-.Am [A Aa.i..lN✓'-It 5•t�a+ �f cwcFL auoN[T.a..oT« '�(X�U xtYaNT A.tA• r Taa C LO 5./RC s 'g_ flROH •- F- 3 70 P - 7- TU C. 5 - Z- {r'ES �/Y OF SN/PAA/G��7pca�•ivlrlfavtey. FR/.IN �/4 r0 G. 5 - / 7D G - / FIf^M_A_/ To ER- ! 16YvA Io7� rAt'Iv� r t�on�Ivs DRom. kip ' kFU-) 9-l3-0330/ `�' .REVIDUE 09813 CASCADE TESTING LABORATORY. INC. AE„OPI NP Ne i TLBhNGY1NY[CTIONi EY61hEC16/GfC,lOG�BTA OwTI �/ CIKI NO. aril. «[ w•-PLAL[ �wlr>, v,.A.�,oTo,+PSDaa umruAPPOO rKT [Yaw[TT uuPi[NaPn PAOrtLr KENO WILL PLAZA PNACZ IWQ r- �DG PERMIT NfN KENT �/y j CdtZfOftATION 1' 7 IfdEOPMB.lTBa TO, EMY I:tZUp-AVE S.E. ZOJI-r'F- "r*ID wEATNEq R I: AT In ENGINEER VUI- WAZAW6ZN 9SGY.G. N SMN ARCNrtE[T _ RL CMLK G PAIZZ ATTN Corm LAacurtE 1VMT GYuwos= CONTRACTOR TNf YOLLOW1NG WNSNOTED C_::;L'rT I / MIX NCL Z . S.D. L- MUMA11DW rnLD TLET DATA DAM"DATA FOR ICU.YARD DESIGN % ADIVE D TRVCK SAMPLED __TAVCK TICKET NO._ _ WEIGNTS MOIST WEIONTE UNIT CEMENT TEMP. TIME SLUMP %AIR WEIONT VElEO FACTOR CON: AIR CEMENT _ 3 4.7q 'r.y Pw CA KtSD wwTfR t OTAL CON , _WYELTRENOTN CYLINDER DATE DATE AM NUMBER MADE TEST(D DAYS WE MIGHT TOTAI LOAD ETRLNOTN All 3/s0 r4XlE\L zn i za .RODUCEASI CONC All �IL�I Y13a�/AY_.�1�.�Cy_CEMENl H.6. 15QV/�CU .AA.S PLACCOJitytS�y nne sz�Nl KA AEi- p�AD..�K.��{�• -�S CAC I,I��♦ �a�gDESIIGGN SSTRIEPICTNI3.�F21- PLACEMENT AREA& NOTELIJL.LI�'�_ 1 fiLr ��Q f�T� �12'Lr•XZt LlJl..II&IN C E/ a I`5UJ M P A? TM l5 60s L CI�z Accm _ rTT��//ID1��%Z�R INSPICTOE C NJ Y2E Eric Y/�I1�- A1� SIGNED, — 3 .p3 aO .,.,,D,•CASCADE TESTING IABO 8 4 7 SRATORV. INC. � Nl ne Ne. itaTIKOAIMP[Crl()N itNG�Nftwa/G[.CR.CICIGTa _UF [, Ll T NO °. WAA:HNG'. .1 uoR,u,.era — z - F 9 �y7 GL lvaRlrr yGRJNOI�r .w01lCT 41lLPFIWF55 vI[aN fF( NEn N OFnPAa- LOCwnoN I YA6&F VAiLFY 19LO1,FERMIT NO. OWNEA TO R�2-rR�- LJ�r�T -- 7..rrh WEATHER TELrr AT AM /. nao t4&A%A 75 Al i INGIN[EA SF,(M&E Wr. 98Ise .RCN11[CT A1TN. �CONTRACIOR THE FOLLOWING WAS NOTED. PORTAL' FIELD 'EST DATA _ BAlCH DATA FOw!CU.YARD TRUCK aAMrI\O QN 1lVCR rICSIr DESIGN ♦ wO.IUST[O WLIONtl MOTET INSIGHTS ! UNIT CEMENT T[MR, "ME �ELUMr Mla E410M7 MILD FACTOR CONIC I M.R CEMENT. A' IA. CA. WAT\A TOTAL eoMFRtepve ntewaTN Cru ND[R I OATS DLit AGE Nv.ol MAOE TtaTtD pAV{ SIZE W[IONT TOTAL LOAD STRENGTH ESI TYK tREIIw ' yxE -36 6 O Q 2790 t- o EA[ 1-30 Adf000 FAOOUCERS, C'oNCAnI S�Nh.wAy CEMENT 5%D _CD.vwAw rLACEO AAA AD%IM CACI a _CA\ION STRENGTH [ FSISCEMENT AREA A NGTEE S7_XIN/NG- WIG" - N/n c&C_T/on/ OAl FAST 5//3.E 6F 50u.7N 3'LA6- — / [/fT AND HF7AN/NCr u4a c FRr/! CoiLVER rA rFQsttnon l7EGFF/v '7F1[- 12 (SLAGS dJ EAST 51DF- To /"rKEv_i, 41 Ar /y/La SEC77a/v of A)oc7Ai dcJG - uFT IIEYlC1oR.jQ- f 7�iP-rQ-! CoWn TOT qly .IQWD.— • IPLVI UE U3J1 CASCADE TESTING LABORATORY. INC. PLO T[{TIh6 Y iNYnECTpN I CNGMC[1FY r 4C__ODD{T{ so' I Jn. CERI NO ii�.(+.w w�ND,DN aloo, Iaala , lvaw(T, 11aYraa&M'..Olr• FnOIICi 1 ♦11 ^� 4DO.FEwWT NO. En .o�OE71L. laic•,- \.c_ W. LLA AM tom_ �STY�ICLLTe€ t�L•E, \..� Lim AT p .M � ananeEq —` SEsra�ie, 1.)a. 9tyt Pp,x IRACM17ECT M.N; A� nTgnCTOP THE EOLLOWINO WA[NOTED Arw 1 IIaLD TEST DATA MATCH DATA FM I CM.YARD pp OL,IOM ♦ AWONLO TI1UCn SAMPLED EJ4 _+nuca+IcnLT Me.y�,f.. WLIOwTE MDi,• WEIDNTY T UNIT CLM[Nt 1LYV. "we I GLUM, Mln W[IDN. VEILO IACTOP CONC AIR CLMLNT 4.5. 1A ' \4��0� C.A. fwnttP I I dOMlAE6:VE LTR[NDTN CVUNOEN DATC DATE A{[ NYMAEN MADE TESTED DAYS SIZE MIYHT TOTAL LOAD ST.FMOTN RI TYII{AGN 2320 I � � i C i j i j PaDDOC[gr CONc Ralf �((,((�^^ �S�Yl�� C[MENT 5,rd W.Yq NOE ft"Ifo `yYr A{A ADMIH.� GCIL ♦ OIifON CTn[NOIN �a ALACEMaNT AA[A• Mola3 (� IMEIECTOP.`uC.MA•[� W. VYIEaLAT9S DORY TDr S/ AOL rr mw R-!3-cs • PREVIOUS 09689 FlaCASCADE TESTING IAAORATgRV. 'YC. RE'ART No MR- CASCADE T`Ef.TlRdG FEATOOY. C CERT NO, n wE w._.SACS EVEMeTT uK>M PPPm.+ .POIECT IN 16flicIz D LOCATION M.^E`1..6 VAE.tEY - R o rLDO.rERMIT No owM�R TO. P cl R rAL W.sT TIM iLYNA/ WEATHER TEMP AT AM l f,Cr[r .E:-11f�i4I�12 1�L.Jn t-Lr/E +Iy I� AT ND:NEEM :'EArrLF I WAs'. 4EIAL. �AR NIT[CT ATTN. SALAJ� IV tAY r CONTRACTOR THE EOLLOWINO WAS NOT[D. PORTAL. WEST FIKIO TEST DATA PATCH OAT^FOR I CV-YARD TRUCK SAMPLED I TRUCK TICKET No. -IE 3 S DESIGh • ADJVSTCO WE'G.lS MOIST MIGHT& I UNIT CEMENT TLML+F TIME j f UMP IMIR WEIGHT YEILO FACTOR COMIC I MR "SPENT 51 y .. R 8�o PA. 149C ! MIX NC• 2 I C.A. 1,1170 WATER \(ITAL - F COWPIEUJV_STRENGTH C VLINDLM OAT WT[ AO[ NUMSER MAD[ TE[T[O a^Vf I SIZE MIGHT TOTAI LOAD STRENGTH q1 4sso I I z 71 10 I j q .gODUCLRS� CONCRETE ti C%N£w AY _CEMrnT_ Cu 'Aq Da .,.CEO�Z'LC _ AEA _ _ ADMIX, 2ALACI[ .Y OESION Sf Pf N4lw .T�f, G'L KACEMENTARE^A NOTES NMI_<ICf„T 1[N OF nL'r1 "3WC- !M� I.rr,.CY ✓.F w�.Sr Cc1�G.N.�Yb MAEa.r 1 ... racy aF FAc- Ii.A-F 01= 171 A'Lm"Jinlc L• AA-:_ of All-Ll11NA SO 'M AE,n f-4L— e?�E-rIN6.S INSPECTOR. COII I 4/L SIGNED_ .�bl vNa i R-n t3 Wity Y •R ViOUS11644 CASCADE TESTING LABORATORY INC. — T[STWO ArNNRECiION/6.4NCER6/GEVLCR:M1rs >A�k�.,�, 'Q.� Gknf NO 1NW�Vl YA•�N.°G[ w/u.w «.r.w.a..NN{ aNiNarrn 1� Al_._��T 11tl4 t VtKi• Vb4 aN OPT i°�-f C' f�Zr-NTQNI PA7A F'lJR1SFdJF- LO 4 ON ItA'w TAuSoLT t?SOD 5/xt7Fi 2. P S IBCOG,iFO ' SO CKNER .� �7 Kf, t !M• AT RM AST 107tZ �2Q FET DRIVE AT .M IMOr\fF• FnKAI.Ia wAZ->wfA1E: M 99ZCXv ATWQQQ ME_tQ Nl POLLOWWO WAS NOTkO ' A1�/ � O. Z IV,•IICLLO NO. DATA BATCH DATA f0111 W.VAND of SIGN M wOrvS1CD TAUOR{AMKIp _Tn1ICC TICRlT N•J((L.�_ WE.G NTS MOIST K4IONTf ' Y:UT I CCMCNT T[MI. TIM! SLUM• \wlR W[IONi KILO EwCTOR CONC AiR CtMtNf I95D� cw _ WATtR TONE ' LOM••TREIVE lTAENOTN CVLINOCR ORTE Uwif ROE NUMB(A MADC TCSTED DAIS SIZE MKIONT TOTAL LOAD {f RENGTN >si I 4JsrQ 3di_ O AXIAL 00 RRODUC[Mr CPNCRR( ~'' ^`'A�'1 �� CIMCNT� __Crr vwRp1 VI wCE�O/jyr'Jy`��-p�� _. At��JDMIY/ �)lA��/y� f,R Iy= ft"amENT ARt^E NOTC{ !__ l]L�'.[V�AtV LI]L� t��nf b_7..L_'?1L ScIJD-L _MJ - INMtMO R-ia re.v.Dut U y g p. CAiCAOt T«TN4 LA000AT'(_` I. 'VC. T[lTwD•IMM[CTb".[FK. '.tAMIGL�LAC pTA iI F�I� A't MM N[ .M.-RFC[ F11FLFriS r.ww,ew[."IS e��m i 7 Cvtwft. ..Cb r.D.O IF0.1 L"ATION 'A.LO.r�FNrt M1L 'OWM1[F .D POQ_SdL_W97ST MUTNu rwr F. cr,n Llr ,Suar" 2S6 R 7;,F AT r lu! FNOINat" -- - MCNITECT ATIN CDNTAADTOA INS FOLLOW"*AS NOTED 1.. FIELD TEST DATA SATCw DATA FM I CU.NAFU OrSIGN ♦ Fwus,tl TNyC[tANeLtD .FVCF IIGRFI W. WF,GN.F MOIST WtIGN,S VNI, Caw., T[W.F TI Na ELI1Nr MIF M[IOwT vtllo FACTOF c- I [ MT Jr 11' Fw. 1 0 LW I CA. I TOTAL COW lmvx RAENOT" CYLINO[N DA,E DATE M[ NVw.[. MADE TE]leo WYa SIZE MtIONT TOTAL LOAD LT.END.N Fal �V '/yam=L4 [ t - 3070 _ T— I I � I 1X1IJ SrSf/✓e �. � _ ySyIX10 � 'fJOD I I , i MIWwcrlb CO"CAt.E�._�NT'ItAN came". Cu.T^ao[ KACto L3 "A � FnmI F._I /Z� I 02 CAC 3c .LAcIwaNT A.[A t wo.tE s. - C cT,r j ty fl /11 ri.NNo- ,_ FAa- ft4.1 :.�0_y"O�a I c LNrW 1'MICn 1./ rJ j rl T I flP R: 11- ;Af AT NP. f1,.W& - uOATH FM lF cF 1-f b7CIzY w41-L, rJiG- NE AuD- G.K- .M�c OF ls� olnn nF Nn2T1 . Ll -INa.tCTG" . A- COMELZOI - KCAf� B�. I q�t✓ EwNaa (�,�✓ �� {dam CASCAOE TESTING LABORATORY, INC. KfiliDu NO 8349 � TLRhNG O:M^ECTrON/F;NGiNIEM/4EOLA6�STi ^.A•i ^t RA NO. `-b�-BA b46-46 I R(�Nt VN[ M'W+ON tp01 ]sli / T [rtAt TT ul AXO1f GT ' Vzmr LOCA,'*7 hON S.64 1O46 1, S �� E-Dc rf r1Y�+No. ow«FN Ceyr— TO. WF ENG"NEE A WI TFYY 1 ♦1 � Arl 36zs 13Z S E4�—� •, RA :EE_•�� Nnf cT AT'.. COV+wAPOR THE AOLLOwING W4F NOTED ``QQ "ELD TOT DA,n (Qf��yyy MTCN OATA FOR F W.YARD TRUCK[AMKLFO `j�Z 1RUCK TICKET VO JLi ' Of LGN I \ AOlIQT WllGntf Mp151 WEIOMTf VNiT ,IM[ SLVMV N wti¢N\ _gILD [TON CONc T <[MENT 4r Qw� (A 1 C.A I y rb TOT TOTALL COMARESIVESTRENGTR CyLINOEN DATE DATE AGE NUM![4 MADE TEtIEO DAIS FRE WEIDNT TOTAL LORD [TRENOTN RI TytE RREAN • S' /� 1�NL�, ex�z 70 PRODUCERS."' coNCAIIE �"T'-'C.�cam", �'-�N __ __EU rANDa VucaD 4'lu "A��.Ny(�(A DMIK, 2t lLj6l CACIE�.�� DESIGNS\N(.NG\N 30Ob R RMENTVVVVAREA A NOT[I WI•iJ1�lJ A�-i3-rs38o/ ❑wo cxc�mous (M) 48"101 ARROW AL, INC. Woodinville o flEjE`er o Aw COST: /�'�bGT Cam/s7,2<,c7a,eS asuu JOB: ATE L L'S - dsxl-f P2� 8 � Ism ir.�m se �a TYP wAccS � fiasue3 C, _ n x¢9c3�z, i f USX-9-yTr+vt�F , ySXr7=9P/L rsx 9-yTnAK 1 A ¢.96 Co-. 7 T B e8 L i c 7r/8'o C�vL` o'.Sx ba-u a/z 4rx 44, Z e5z`� ysx 4=9e/z' . Kcy pC.9.v rl`f See .fn75 / '; 2 F G n -oSR L C., Z 3 y L�SY rlcrw�6 /✓n>e; S r N I. r.- r:K= YLK 5h1T 4-+15, /' >>Y,S pi Z. 41 ;:' r Pe.K 5Hr 41,�, y SL . I-'*S V. /l;.+3. Y✓R�c 5 3 : , �.3X3-9C'3� YwcS L C'/Z04c7- AWS ryp sEc TioiS/ _ yot 7d�L�o� QL �10/►/ __ ----N A/ -Q S S S _ ,,z£ � S-i�.a ntv� ._ • ----- /IO Pp s ob S 8.�._. --sue- sYM....-i_a-'—__. _£�O� LrB�nOx ia.is` O-Of` S O/ s• Z � ,w I-AN V VA VA 7Ltt/b� A djT �, y r.HW-�A YY w` tpoo►N •.'?Att `'4 �I.0 P<�6)�1 •.?? L(ILfYf:Rfi(ar17.) wai vaw ads ttwMs❑ • awv 36�❑a31N!3U❑ 031ONSN01113aWO iwj.w 03ION SNOLLd3On ON 0 tF / __ --- T»0/Sd SSoiJ /-ll `L 91 S-It 91 4 1_ - - - r, or b � S h 3l .ra .t Ir Ls 2-9 ----+pG°� 3swrn oali /✓7 I !v _ar 44 A,nza� fm `� y ;aotsv�ol 1 ` 5 bN'M HJ'AR7 02 �ttlJp;t_•vM d''-At I _ ;�,�,�� -- .>.a�,.<_�! •s<�s d u,.,�l 6 ; ry ��„c nor UBM rv» U30*03as-Wa+s0ci1lAUIPOOtVj neLi4 '1 31^, Rbni4mv Intn-E�+' l oz) w+srauauwo coon snro.u�z��+ No NORM I vI -th -JW r. cacFcna+e,qno 0 3�� /,J• 1. i..i,.°..fr��C(lj( out On w .. .. ..ion,«.. �. - C �HILL 1 ,1Mn 5 ;yy-- Fil w N,NOTON \ ,1 sr I _ I I'(s Ua1 ~ �n. �� °_� yr or s- ° +.1 ° •'r•-"I , T �- --- - - -- -71 P I _ , _ l ►P1 • .'y.wtYpyin L V'+ r.f�. ►.1 .�. M,J�rcu+r 1.1e,ot VAULT 76607 IfJ{_�i� A. ° I.y,..g. .. P+V.32 IfSYC- �� LWC♦66 t UOAUn Jt'.Yf. t usnun.�.no I ua�f ��f7q 1J+ffs► � � ' / i fO /' 40� .0 'A ."Am U4 f + Im AfM \ y rusk WARS �orc. ro vfv •011 51!l+f+.WAt t vY..O VAULT 7 � Po+�na imw.rofowi RM�fr,go.uuy Ana • 'aco�^+ ,'S lBN. le+m..d7Y'aa7• Asnma 7!!^!7' Py 37.0 1 - oa NON-FERROUS GROUT 113 ooSSevrvy RKE NON-FERROUS, N-SHRINK GROUT Mean Corps of Englnegra CRO-C621-8O and CRD-05W78. - Order No.(324)57.100 Burke Non-Ferrous,Non-Shnnk Grout is a readyto- use,non-shrink high-strength groutiehich will notrustOO,Oa°d Oa 0 or stain. It Can be used in a variety of consl:tencies, o'o° •06 . O ' •D�0. a, from very Stiff to extremely fluid without affect'nq.ts Q n. on 4.Os, in .ri a•a'� Strength or non-shrink qualities Needs not be confined Callum a••w to develop suengrh:will harden free of settlement or dry Shrinkage 7 ,� NOn-Ferrous, Non-Shrink Grout is rOCOmmended for equipment base plates,Columns,beams.orprecast 1-- wall panels. It Is'deal for applications that require a "F hig"Itrength,non-shrink grout that is Similar in appear 1' •rice to concrete not dry pack. r !l • Eaay to use--justt a tle dry grout to water, �to seem • Can be Pumped in inaccessible areas, NO dC[r•oW li"to NORD • Appearance Similar 10 natural concrete Or mortar. iCIID r ei� 5' AND RISIIs4n • Low water/cement rauo results a1 a stronger material b.-reft" rke Non-Ferrous Non-Snn +ra*' nk Grout is available lb.(22.5kg)or 1001b.(45kg)multhwall bags with a�i ; ��RRRR6666"ture resistant liners. +a-`kri M1gm,y YIELD 0.415 cu,ft.10.0117m)Per 50 1bs(22.5kg1 Ran Po•t to 91•b bag mixed with 4 qts 13.7 Was)water Mix MINIMUM FLOW MODERATE FLOW HIGH CONSISTEA�. (PlasllC) (Pourable) P` 50 to.(22.54) 2-3/4 qta(2.61.) y 1/8 qts(3 L) a qts.(3.8 1.1 grout bag water water water SETTING TIME COMPRESSIVE STRENGTH 1 day 4AD0 psi 3,900 Ps; 3.100 psi (31.716kPa)) (26.890kPr,) (21,374kPa) 3 days &30O psi 7,650 pal 7.500 Ps; (57,227kPa) (54,124kPa) (51.711 kPa) 7 days 10,200 psi 10,000 psi 9,000 psi (70,3271ift (Ii 948kPa) (62.0530a) 28 days 11.500 pal 11.000 psi 10,600 Psi (72,29OkPa) (75.842kPa) (73,084kFa) NOTE:Water amounts may vary sightly Irom this chart depending on batch size,temperature Or mixing method. i For best results.add dry grout material to the water.Stiffer mixes can be obtained by reducing the amount of water shown in the chart. Technical date derived from laboratory tests.Actual results will vary with field Condition • 89 ryll i 1e—33-04130 .�uo f906 5 PfC O SSo 0 8009 71h Av, e.Sm,h S _ i'Nww:(106)767 4321 1 6 DATE: 98108 . ,I j 4 •I.s Cam_ MILL _. ►.o. _ tSOO —#f4 To Owe S. E REF. _ MENTION: a EnoloSed fins and _ _ ---Sepia Of the fellowing shop Drawings! -C"of-riyn AOAw�rt� ._. i1 C.ouLaw /�E.GN Ins GrpS FOR YOUR APPROVAL _ DISTRIBUTION OTHER ACTION RETUR4 APPROVED OR CORRECTED COPIES NO RETURN REQUIRED ✓� �_—.•�.�_...__...._._.._...�..�__..._.�_ REMARXS: TNT ._.� DA.�w.=!W„11�f/t _Nef /naAweF 0,i'�_+_��ft7e4�_ SEIOELHMMERR IRON A BRONZE WORKS. INC.—Y By 1➢,, f [H,•, SE104Nur, 8009 71h A.mca Swm \ Phan JX6)767 4321 S<m,l,,Wahimf" 90104 DATE: -5!3L___ JOB NO. 1500 114th Ave. S. E., P.O. Bellevue, Washington 98004 REF. -` --- - ATTENTION: Jim Dingi(gld _ Enclosed find —._- gne of the foglowing shop drawings: — sate D1B. (— _1 FOR YOUR APPROVAL. (__) DISTRIBUTION. ( 1 OTHER ACTION. RETURN APPROVED )R CORRECTED COPY. NO REIURN 1EQUIRED. (_) WE WILL NOf PROCEED WITH FADRICATION UNTIL YOU NOTIFY US OF YOUR APPROVAL OF THESE DRAWINGS. ( WE ARE PROCEEDING WITH FABRICATION IMMEDIAT'c LY. ( ) PLEASE INDICATE WHAT IN-SHOP INSPECTION, IF ANY, WILL BE REQUIRED. PLEASE SUPPLY FIELD DIMENSIONS AS REQUIRED. PLEASE SUPPLYIVERIFY CLOUDFD ITEMS ON DRAWINGS. SF:"ELHUOER IRON S SRON7E WORKS. INC, '^... . BY HENRY R. SEIDELHUBER Veide�us%r f"N and IWOMure 8009 71h A+mc,S,oh S Phe (206)767 4321 S�orrl�,Wahlnpr9n 98108 WE OFFER METAL FABRICATION, ALL TYPES STEEL, WROUGHT IRON, CAST IRON ALUMINUM STAINLESS, BRONZE, BRASS BUILDINGS Welding Studs Glulam CMU Seats Access or oit Assemblies WF Beams Grating, Steel & Aluminum ess Doors WF Columns Handrails Bridging Wire Mesh Doors Hose Racks Catwalks Wire Mesh Partitions Ladders Ceiling Bracing Pipe Braces Beams MARINE HARDWARE Pipe Clamps Columns Column Seats nchor T07 is pipe Columns Bitts P)Pe Fabrication Concrete Forms (custom) Bollards Pipe Saddles Door Framing Booms Pipe supports Embedded Angles Clevises Pipe Support Beams Fabricated Steel Trusses Floor Beams Chain Pipe Guard Posts & Railings Railings, Steel & Aluminum &oor Channels Chalks its Checkered Floor Plate Slide Gates Glulam 4ardware Cleats Stoplons Gratings Clip Angles Support Angles Decking g Trash Racks Joists Dock Boards WallPipe Sleeves Ladders Driving Shoes Weir Plates Ladder Rungs Fender Piles MISCELLANEOUSLintels Gangways Marquees Grid Piles Boes Monorails Grating, Steel & Alum. Fire Escapes Pipe Columns Pile Laps Flagpoles Highway Gratings (Steel) Pipe Railings Pile Collars Plate Weldments Pile Connections Jail Bart Purlins Pipe Piles Machinery Bises Railings, Steel, Aium, BronzeMetal Containers Railings, Steel, Alum. Bronze Railin Bars pallets Shims Spreader Ba rc Spiral & Circular Stairs Splice Sleeves Stairways Ships Ladders Stainless Steel Boat Hardware Stair Nosings Stantions SERVICES Stair Stringers Steel Piling 9en tnq Stair Treads Tie Rods - Steel Plate Doors Tie Down Pad Eyes Burning Transfer Brid es Boltino Structural Steel Framing Walers g Cutting Sway Bracing Drilling Threaded Studs SEWER - WATERWORKS Forming gglklt UP hardware Punching Wall Angles & Covers Anchor o t ssem lies We lain sses Cages q (all types) all Angles Curb Angles Coatings--Sandblasting, Galvanizin Wall Channels Deflectors Epoxy, Painting Wall Plates Equipment Pad Anchors e/� Wall Tees GateGates Guides ANO , QOkoiwlwy C*res:' h4avr * & aryl 1 NEphoNE 491.7E$0 CAPITAL SHEET METAL WORKS, Inc. • NEAT ING A 4R CONDITIONING - SALESA SERVICE GENERAL SNEET METAL NORM - VENTILATION 1218 CG.yEnbr Rd. S. E. LACEY, WASHINGTON 98507 S h O}� �—�t�U Ltd I ►'� �� Sail-y �cLb 1 net lUe.:�I r,r7r e I I Nc �t rut,It floo) .;,EPTQNG NO*ED `7 WfjK �-r"..r =t, 'ONNEGTgiN9 NO`AN 7 FCfEO (]NEHSE AN RFSUEMN .. r yrD.Al EKbanq.nto el v „ r ron en NK.I.YRENt- :AAI. ..-A'NW�?'Y N.iMMb1+F Al4 NMe ^-^ IQ HnYN L �I 14�, Fa•rN`c. �i,r`wes a>ya„ r: n. ,E,S< � if• � `.mnoti, I a Dlui c',RrF ; oiivc F SET111L k-47 -GSSLc JOB NO. BSO PAGE OF AMP ' 7YYE+ SPAN+ 14FT- 91N-145% PLATING CCN�FUNNS TO UBC U . PITCHe 8.0 AE98k CSI PILE MOIST MAM ( ICBO) APPROVAL NO 1@91 CSI SIZE LUMBER 1 .15FB TOW CHORDS PLATES - 20 GAUGE HYDRO-PT A-E 0.24 .180 T 0 -1307 TOP D.24 2% 4 HFSS 1900 E-B 0.24 270 C 1307 0 GRIPPING 388-296 IN PER PAIR BTU 0.11 2X 4 HFSS 19' B-F 0.24 210 C 0 -1307 INCLUDES 1-553 INCREASE WBS 0.22 2% 4 HFSTUD 747 F-C 0.24 180 7 1307 Q TENS L)N 804-553 PLl PER PAIR LUMBER STRESS INCREASE - 15.0X BOTTOM CHORDS SHEAR 950-548 PLI PER PAIR REPETITIVE MEUBER STRESS USED. A-H O.D9 136 C 0 -478 H-U 0-11 231 T 478 -409- JT TYPE PLATE SIZE % Y LATERAL BRACING+ Doi 0. 11 231 T 409 -478 A 2001 2.50 X 4.00 CTR CTAR IXNiTINUlA15 TOP CHORD G-C 0.09 136 C 478 0 tl 300L 4•SO % 4.00 CTN CiN COMTIMUlA1S - BTU CHORD MAX WEBS C 2001 2e 50 X 4.00 CTR CTR SPAC 111G - 24.0 'N' F-G 0.22 630 C O 0 U 1070 3.00 X 8.00 CTk CTN E JO10 3.00 X 5.00 CTR CTR LOADING LIVE DEAD (?SF) DL�La_ UEFL 0.02" IN E-B F 1040 3.00 X 5.00 CTN CTR TOP CHO 25.0 7.0 ' LESS THAN S/360 G 1001 2 .00 X 4.00 LTR CTN LL DEF L" 0.0? BTU CHO 0. 8.0 H .1001 Z .00 X 4.00 CTR CTR TOTAL 25.0 15.0 40.0 NOTES 1 . CONFORMS TO TPI-7tl. SUPPORT CRITERIA 2. PLATE VALUES AWE BASED JT REACT WIDTH JT REACT WIDTH ON A LUMBER MOISTUWE LB5 IN-SX LOS . IN-S% a 12 UENTENT OF 19% ON LESS H 592 3- 8 G 592 3- 8 AT TIME OF FABkICAI-ION. LEFT NIGHT HEEL OIM - 45X DIM - 45% E ./ F 12 zc Ix4 PLATES B� ... ... CTyp A. Z e. A B �tr i: ZY4T P) S I I ( .SG1L6 3/8• I'-0'ec 1'-O• . .� .. FFfSIONAL�•� I.e. I 7'-4 15/1e' 4 I/8• h-- 11 B/le SEE REVERSE 51"fOR IMYORIANT RNORMATION a JOB NO. PAGE � a 51ZL LUMBER .1 .15FB TOP 0. 2X 4 HFSS 1900 JIEMBR CSI P(L MSIST 902ND PLATING CONFORMS TO UBC BTU 0.21 2X 4 HFSS 1900 TOP CHORDS (1C80) APPROVAL NO 15VI W115 0.35 2X 4.HFSTUD 747 At 0.29 960 T 0 0 PLATES - 20 GAUGE HYDRO-Pf LUMBER STHL55. INCREASE - 15.0% E-B 0.20 0 T 0 0 GRIPPING 388-296 PSI PER PAIR REPETITIVE MEMBER STRESS USED. BOTTOM CHORDS INCLUDES 15.0% INCREASE A-J 0. 18 796 C 0 -512 TENSION 804-553 PLI PER PAIR LATERAL BRACINGF J-G 0.21 796 C 512 -760 SHEAR 956-548 PLI PER PAIR CONTINUOUS -..TOP CHORD G-0 0.18 440 C 760 0 CCRC7.1M0005 - BTM CJiORO MAX WEBS JT TYPE PLATE SIZE X Y SPACING - 24.0 IN. G-E 0.35 1038 C 0 0 ASEE ONO 3.00 X 4.00 CTR CTk WADING LIVE DEAD (PSF) DL4LL UEFL - 0.070. 1N E-B B 4000 1 .00 X 4.00 CTR CIk TIP CHO 25.0 7.0 LL DEFL 0.050 LESS THAN S/360 CSEE 3.00 X 4.00 CTk CTR D 4010 3.00 % 4.00 CTR CTN BTM CHO 0. 8.0 E 5010 4.50 X 5.00 CTR CTR TOTAL 25.0 15.0 40.0 NOTES, F SEF DWGI .00 X 4.00 L-IR CTk 1 . CONFORMS TO TP1-78. G SEF owG3.00 X 4.00 CTk CTk CONCENTRATED LOADS (LBS) 2. PROVIDE DRAINAGE TO H SEE DwG I.00 x 4.oG CTR cTR A 450 PREVENT WATER PONUING. 1 4000 1 .00 X 4.00 CTR CTk 3. PLATE VALUES ARE BASED J 1001 1 .00 X 4.00 CTk CTk SUPPORT CRITERIA ON A LUMBER MOISTURE JT REACT WIDTH JT REACT WIDTH .. CONTENT OF 19% OR LESS LBS IN-SX LBS IN-SX AT TIME OF FABRICATION. G 1073 3- 8 0 - 150 I 3- s 4. FASMY AT D FOR `SO UPLIFT. "1 31-0 la, ._.Eq _ � l / / ��TT!!22»// I• n �II ZuAq A I p G F `90 ..Q......q.`\r : V SG ..L& 3/I' 1'-0' I'o Ff� ,r�,nRLEN,.• ------ ,j 4 1/9' •' nm FES 21 ho I1 R/0' w, $EE REVERSE SXR FOR IMP04TANI R60RVA110N d Joa 32 (e) JOB NO. S PAGE OF2 SIZE LUMBER FB MEMBR CS1 P(LBS MOIST "2ND NOTES, TOP D.38 2X 4 HFSS 1650 TOP CHORDS I . CONFORMS TO TPI-78. BTM 0.29 2X 6 165OF1 .5 1650 A-E 0.33 772 T 0 -1372 2. PLATE VALUES ARE BASED NOS 0.46 2X 4 HFSTUO 650 . E-B 0.29 329 � L372 0 ON A LUMBER MOISTURE LUMBER STRESS INCREASE - 15.0% B-F 0.29 329 u 0 -1372 CONTENT OF 19% OR LESS .F-C 0.3d 772 T 1372 0 AT TIME (IF FABWICAT[1N1. LATERAL BRACING$ BOTTOM CHORDS 3. GIRDER. C(NDITION& CONTINUOUS -,.TOP CHURD A-L 0.20 629 C 0 -217C TIE-IN TRUSSES-ON BTY CHD CONTINUOUS - STM CLORD L-H 0.29 629 C 2170 -3377 WITH SPAN OF S'- 6" SPACING - 24.0 IN. H-D 0.25 112 T 3377 --1743 4. SEE PAGE 2 OF FOR TRUSS D-G 0.25 1.12 1 1.743 -3377 DRAWING. LOADING LIVE. DEAD (PLF) G-0 0.29 - 629 C 3377 -2170 TOP CHD 50.0 14.0 O-C 0.20 MA629 C 9EB5 2170 - 0 BTU CHD 43.7 42.2 TOTAL 93.7 56.2 150.0 H-E 0.45 1247 C 0 0 CONCENTRATED LOADS (LOS) DULL DEFL - 0.030 AT M A 375 C 375 LL DEFL- 0.02• LESS THAN S/36O SUPPORT CRLTERIA Jr NEACT WIDTH JT REACT WIDTH I.BS IN-SX L85 IN-SX N 1466 3- O G 1486 3- 0 / x '.,,.o PSR ZGR l �Q Z ••p( AS#,N�PY�C�: ^ : Q fY eGyG1C< �190 9E�I51 EP Vim. EL V FEB. 2 7 told A 1 SEE RE9ERSE SIDE FOR IMPORTANT INFORI'.AI.ION JOBS I (6) JOB NO. 8504 ?AGE 2 OF -PLATI FIMtNS TO UBC mwOg gE.tiaYE WE FOR 6RORTAA1 Wr•-14AFOL l ICBM APPROVAL NO 1591 PLATES - 20 GAUGE HYDRO-PT GNIPPING 386-296 PSI PER PAIR INCLUDES -15.f� INCREASE . TENSION 864-5: . PLI PEN PAIR SHEAR .956s548 PLI PER PAIR JT TYPE PLATE SIZE X Y A tool 4.50 x 6,00 CTR m 6 3001 4.50 X 4.00 CTR CTR C zoo, 4.5o x 6.00 CTR CTa- D 1070 4.50 X 8.00 CTR CTR E JOJO 3.00 X 6.00 CTR CTR F JOJO 3.00 X 6.00 CTR CTR G low 3.0o x 4•oo CTR CTR N 1001 3.00 x 4.00 C1R CTR ALL. OTHCR PLATES AVQ 'X4 8 12 8 12 8f— E F A C •••PS �••R 'e, 'DUALLY DIVIDE EACH PANEL 4g•'-� 1�•_�•�.I! I �;,go`.!lsIIS1�.R;��G�r°,: 14 ' I ON EACH CHORD VIRUS THE I- -I •,., ..OMPI`.•,• I I I ......mun • ` I t 7'-4 15/18• •q SCARF DISTANCE. PI 4 ." ram---- - _ .._ -.. i I FM s 7 18e6 --- '-8 7/8• SCALE& N 3/a' l'-0' 11 ale - — — --14 _. . ._ - - 11 9;16' 4 bole iden ' General System Notes PLATE LOCATION +11f tog Center plates on HHnts a 1. Provide roples of this true+ design to the unless otherwise noted g building decigram and erection supervisor. plate list or on drawing 2. CN memb^•s to bear tightly against each Dimensions are given in A t other. inches(,.a Ivor 1.5")or in 3. Piece plates on each face o1 truss et each IN-161ths(Ire 108) joint and seal aaumly.Avoid knots and wane e at joint locations. PLATE WE a a O 4. Locate chord splices OVA penal length(±6') The first dimension Is the from adjacent joint. 6.3 A 8 6 width measured perpen STANDARD AND Ste-STANDARD TRUSSES S Unless otherwise motet moisture content of dicular to slots. Second lumber shall not exceed 19tb at time Oi dimension is the length Join ere lenerod clockwise from leftmost joint pre A. IaDricatLL n. measured Parallel to slots Al. B.81. C,etc) Top chords she named TI,T2.etc 6 Unless specifically noted. this design Is not Bottom chord$ are named Bl. B2. etc Webs ere applicable to, Ise with fire retardant of PLATE OIUENTATION deathbed WI. W2, etc, from the center outward for oservative Irehred lumber. standards. end by end joints On semi-standards as 7 Top ehnrds must be sheathed alnsughout W Indicates direction Of slots shown above in connector plate NOTICEo BOtj, provided at it prescribed spacing. 8. Bottom chords repute lateral bracing at 10 it Design vend for use v4ee Hydro-Air connectors only spacing if no ceiling is Installed unless D: tENSIONS This buss designed at request and specification of otherwise noted. customer u an individual building component, in a 9 Anchorage and/or tie-in components are the L_ 6 08-04 _� Dimensions are Shown In vertical plane.In be intorporeted into building design Of responsibility of others unless shown ---TT FT-IN-t6lhs (I a 6'-B' or the speuhution of budding designer Bracing shown is 10 Do not stack construction materials on IIOOI for lateral support of individual web members only 708 tea) Additional bmponry bracing to insure stability during or roof that induces loading on truss greater`;1 ,� Shorter dimensions may be construction is the responsibility of the erector than design loads shown in inches only ( e Additional permanent bracing of the overall structure is it. Do not cut or alter truss without prior 7'6"or 7.5")or IN-l6ths(ire. the responsiOlety of the building designer Design and approval of a professional engineer. 708). ""als are in accordance with latest editions of NO$ 12, Building designer is responsible to Insure and/or TPI specifications For general guidance that loading shown hereon is applicable to .ATERAI BRACING •egarding fabrication,quality control,store",delivery, bt gilding site. erection and bracing,consult Ouslay Control Manual, 13, Care Should be exercised in handling. Indicates approximate Iota- S wo a wood Irrui ssia end Raeaursnarldad Coda d erection,and installation of trusses. bon of continuous lateral Blenderd►recam available from Truss Plate Irmaute. 14 Cambef is a non-alructUnll COnSK WatIM 583 D'Ohnhin Drive.Madeon,WI 53719. bracing stability required for mein- and is l p responsio camber of buss fabricatorad load f bef stabdmy. CQNNEC7uI+PLATE CODE APPROVALS General practice is to cambW for dead load (a BOCA 8431 deflation. HUDlFHA TCB 17Ob 50 1031 15 plate type, size and location dimensions KIYD 1591,3907 shown indicate minimum plate requirements. O BEARING Y)CD 8496 16 Relief to On-Line Data E2 Manual for joint I ndlcafe� support('bearing) v'I/DLHR 840034w 820602 details. at lOmt fill arOSPM ,�,ir� QP.O.Ms 2750 Aiehs Mson,Tat 75080 a 5 HyOro-I v En,rorI.p on, <:PMU✓A f�,.E 21IX.E SKTt�'.� 1�. IUAMN LC R.tJ,//tLBa$ AKNt- A 4 f ' ��.' sccc ExvosE� tto txamotts tam Ste�N/5 AT .PtMOu4BtE' htGA¢E.vP w��+FtE d amp aunt u+o wesuei�v/.vTtD TD Pl�f1'N SCCFNS 09 tttclrnu ITEM F /'� M.a�e<.rr.. Rur.n.en,Aa..nwa«Iro .A.M W<o-F�rel.M<mNrN r Nw pn Y.i / t Q MY.I<aw+r ..tn rd w<Iwa,..a<ewu< ' ��wl�yMy.r(rp•r.c.W M,wat i,XItt4M SE MC- ttM}tR . .yypynlNGTnn se0� 24 r oAsaRY ALV. 9TL. l ^PIN15Ft 13AMP �ryG a +C lYva+erL --� y I A5 RD9F fAN�Ls +Ie1w f C�1Y G� iP6JVTG// c'/TY ACO.T,-CT W- 7/E � WECG A.C. 91 RiHP STAT/L�n/ ap A Q�. .f.Vb .e�•✓WATI►.c G/I/v�TCr.0 r P.Y>i✓6CC' Stii<►T N Rv, e- ' 7y7-5r0/ of- Cwf ULYMPIE STRUETURE6, 1NE. • 1725 93RD AVENUE SOUTHWEST . OLYWRA,WASHM:."JN 98502 1ElFPHW ME-943 5433 March 14,1985 C.H. Dunh' 15 th Avenue SE e evue, WA 98UU4 Subject: Layout for City of Raton Well Y9 Enclosed please find a layout for the trusses requested. Please call if ye y have am questions. very my yoUrv, � '" en Dickho Plant Manager Mal k- QLVMPLE 'RUCTU 5, INC, : `M4.13O AVEN„E SOUINWES* • OLVMoi4 AASHINCTON 98502 E'20F.,"3503 w ranEw w+OscEc1 E,L�OF _ .PROW lb. . �X" 4k'MS2>ai t6t.t�' cnrE - ._sKtr>` OF �_rc.�'lIN iHer�trF . ._ _ -_. . . - - Y IT - - r I 1 .F,f � , OR �)'IIOi .nC JJ � N �_ tl � i �,.0 f � 3 � !9 tr ( �� e • • � � ��J� .' -ta �. � .. "1r � `?p Ret -r c � r. � 1 \1 �'� .;,�di t -:rru: c '.. ' N t� � �� zt i :( J- • cr-ro-s r- -- —ito♦o�s�{ a'��y� cr 20< i i _-J, N 7 6t I I i i � • S[ -10-L - i Cf-t0i t LO-COK I RO-!f >T 7Y Sl-tO-L � 0019i 1 ��t '-ci 3 Srift_ i ro—Eo—e t i i 1 sOiO-� j 1 I Lf mkt 1 7 V —j— __ t 1 i n � o Ia —L; r G -yaG y ` 10-60-E -04 •o-w-t 1 I , --- — -- rim►+ -- - — ------ i sit,-z Lo-of Lj..�(i 91 Lt �J ti - ,u's�'rrm,y a OUOTEF NEa0�6ME /iN SNE.FEG .55 Sct6✓i/S f ZV /N. C,d- AT GA7ILN L Ar e07N � _ �� 5/OfS Gr .QE.M'O✓<EGi kGY'/ SICT/GN i Va�,1� dy}v I r ?rovtcl� Qtu Ot refit riU �'— Et that �a1t+l dF nccc� 6� a7r� 1f� +tsC,YF=i, �CO k5 �fk 6dtF6: :G[� r orxcrto wsvrt c s.sorao mr tll+tTirrQ l�ii+Er»�, f.�'rY� ��I•!l'L r i is r mew k- rgir !k1vef rs�r 4--w Cc vE� PG/+rE Ar F' sr _. -_____1}7 w (-EMO✓A>a� �avr src r�G,Y AfrwuviD � p� - - w.rN Nr'G ca.-Mf wAf 'r.CFL 59, Sc,tirVS soft ss`3 c .Tr' Gf" .CENnN C/rY A[O,fIsCT W- 7/6 yVE[L. n/G. 9 txlMP STAr/Oiv �. atc,ui.iyl.N� inn: raw+w/PI�I. �C--32OF .4N4 F/43f//.I0 OE7A/L Ar QFMO✓.4QL4Or Awe ,3rrrozAz • , QIDNEE,E •yJp-t'T MG7A L !MC. GNE O/ ONE 7✓7-5 zc/ wts = •• HARDWARE SHCEOULE FOR RENTON WELL PUMP STA71ON NO. 9 . <�1 of {:lerlr { r A rchi tent: CH2M Hill Th(e�rr<j, Contractur: Puget. Constructors wu, ,/1 +'F/ 2rs, Agent: abcom ,1d,�•rr•tftli- �r Seattle,Box WA 98199 99az5 Sea • , . �1 Wee-Aersior i7; d6or Attn: Dean Gerstner �p p-jE l,f rotiz i G� +rrr(! ttAo1NG 1 HARDWARE 1 rT- brt+17L�, AAEOr.TILE�Y 1 Door /1 from exterior to telemetry LHR 1 Door M2 from extet or to chlorine room RHR 3/0" X 7"10" x 1-3/4" HM X HM Pair Hinges a—_7(J. T2 314 4 I/ �1114{ Id- , ) " 2 each Closers i 7.S20H 0 D pe 2 each Thresholds 161^ 70 x 3< or 1 2 each Door Bottoms 1W 216AV x ;6 0 1;6G 2 sets Wea Lherstrip i05AR (2-3 HEADING 7 HARDWARE 1. Door #3 from exterior to Pump Room LHR 1 Door 04 from exterior to Pump Room RHR 3'0" x 7' 10" x 1 '/4" HM X HM 4 pair Hi.rges ..rr,'^ t A 2314 4 1/? x 4 1/2 NRP 630 it eae{ {ri Plt5eE9 RAVAHY6-.----- 1 2 each Closers _. L �" 2 each Threshrd of 2 eu'i Door Hot sum al V x i 0 Jr " 2 sets Wentherstrlp t05AR (7- as 5P.{, Clo , t > . Nartun ern Woatt'-or trip d ;hre;Mild., _ Pemka [hetliy d mh b pm.a<a,lo•murtw w1A 1M MW•<erceN a rM pair and pwwra aye @n cuaplynce wnRrMMbvnerym 9ikn m im ♦ 1 �(��W4 (1�w�a� vinl��r� 11. 1 rrecr dpwynn. Anr ut x!ien ilnwn•, ptrb v('/ rM..q;,mnmt al rho y4m and rwtil"ohms. Comas-rr 1,reyen,+hk ra dmwnmt wbch Yn11 ba�onti.nxd nrd tpmrreo a rM ra!frR rlf r %fIi P (PA d,1. G A '11,• ,.a,:a�"p"p,,,..drMM0r,rtmrrfw hon.cap0narmn ar n"wwt.nhiMraal.=Mr lndc/�t".'M�dl'�y{,m�.�,�.ytrpp)r wlpr.nt.ase.arh CH7M HILL.Mr. Iwo 1141,SE OELLEVUE,WASH' ' low 98004 LOCKS 47KERIES • SHACKLE SIZE CHART SPECIFICATIONS --�- - --— - CASE—Machined from sold eve w brass BRONZE STEEL Wdth-134" NUMBER MUMSER Lergih--134 (10 b 002 Thlcknees-1: ,6;' SHACKLE-The shackle locks at both nee;aria toe The length of shackle opening Is measurad kom top of case to inside of shackle when pad. lock is locked Mates{—Bronze o.Steal—steel shackles are hardened and mull. pie plated for wear and corrosion protection. J,Bmeter-11 32' W-/--- -b"--�►i 12 width Of Opening-29.32.. Sheckla PNK SVWVth- xeseds 2.5001ps. CORE AND KEYS—Each padlock most includes core and hip keys mesie, keyed to customer s reGuesl Locks may he keyed mdiwdually.keyed akke,masiemeyed Or gnand-masterkeyed with Other Best locks Of any type Please specify keying mth order Key Matenal--WokeLSOuer BD r ♦" 02 Core Ma:enal-Solid Bra= f FUNCTIONS AND OPTIONS AVAILASLE-Chan companson of options and functions available with this padlock ate deleted on page 4 2. Select from options C.H.L,M,MI.M3.M4,P,R,S. r.Y.X.and Y i FEDERAL SPECIFICATIONS-Beal 48 padlocks WPM shackle opening y heights of 3 a 1 1 2 and 2 conform to Federal SpenM1cetron FF P. / 00101 D Type EPS (Federal Specd,canon palls for stool shackle Un- • 3" 32 less bronze ShaCkle es spemhed) (((1 WLITARY SPECIFICATIONS-Mabl 4&6T talon MIL-P.17802C. O ronfams 10 Military Sp,,.... HOW TO ORDER 70 2" 72 SPECIAL CASE STAMP / \\ley Blom, Beet Stem, 20- --+--11!2"—}�72 z SI>KSal Paal Siam, lYl S C,P,SeaP Slot CORE S,zE' 5 6 pm OPTIONS J 'pit M-Dnaed io,Cleris No Chat MI Clans antl erpnie Chain SPECIAL M3 Clens aka Steel Chan STAMP D 7/B' Z OUANTITI \ P o n n0 Pall eP 9 iBN Chen DEry"s. 1 1 �9i (50) !/48-7TX-8822\\-M3-R -PSOMO-KI or KA PRODUCT SERIES \ N CORROSION B RESISTANT SHACKLE SIZE Sekict shackle via n.,w FUNCTION Irom Chan at leh L-Weld type Tumder T De"T, Tun.In IN9T H Leek Type w.m D a Cores K K IgC A MI H LatoDeadl rype wWM Drain Hoy K, kayo A N Y-D"cloCX�ng wiin Dyer Chet Solryea ACTUAI,SQF v oeeda:k�rg wim Wain Hoe SgaN Coe Matkpq CtgMei 'Specars m pik ep Ip 6 pit:.Ore A.e abcom [ 11 Y I I .tt.. r[. `5199 I ' OW.LL ROLL N I `— r IIEL YI KW VE.fOlrLT I iaNlC Mw i � I ' I wDW s itw NDRY[ IEYI i�N RR LOCK it/9M� g'Ll I9 NBC OE VrCt WITH D[.OL0.:K WIw/1ME igWW i vl .'tJ N.Nh :SUED iWr .. Dar[ or. - - --�ssuce to WLDODoom fug ! f�--T/n..t�l✓E/ �' r. RwcWmcr G / Z � LVA — CONTw�row. P�� / Cam._ -- I •oaas eo z 1 �M.fel Dee•. 6 Fcam•e .ill b• e,errud, • re inforc d, drilbd end fapp.d ter all ..''.sod hard .an .nd ro infercd fer .11 urlaco " '.4 hard. I .ere. DVllrn• d tapping lac Serf.-. app 4•d herd `""he". pa.Ms, pall..R•.san type p v.ls, L.d.;lore• and ....•.h..... .. .t by 4oa, Rea41, b"CL. cab(n•1 lamb. applied tries: J'Ah.y, Hpp iny, coon UrunL.nd, e.c., by .r.cboa c ontrecfer in Hal1 a.c.►f as net.d. 3. All dn01;n4 frJ rap plop far hard+en ep►9' -.gets in channel i,a.. 44.0, by arbors, .smq Joe, e. f.mplet.. 4. Atl Irv.a.s a..0 b. set e4101e1oly pm.b, Seam. and l•..1 S. AN * ? be bc. 6e sa+ by oeh.n. � � I 6. njl Ara,haNr o • ..r ,.y •thno a;yr drop ar. in lratl.l. 7. The.. A,o+'-y. ta,e It... prepe.ed ler oar L. N. A, N, au e,ly. •. «•li net be ,.spons,blo for any .rnro Incorf.d th.oa{;h fh Nr ..e by a•he, 11.406. i. Hord+ere •+tor+oY•en m ! anplatn m. ro aatr•d .hen de ro,ls - . q p•e»f, o, job.ill be held .p pondina .ts a.,..aL D"r Sw,ng Defignation 9. who'...' f,.'j joints era ••aaird e, she.n, they shall be ..Jd.e en lob s)fa by ofbar•. Cvt, locauon to be detetminted by 10, We de nor •ah .<ro.s, bolts, or othsr achnect ar hmdwue fuppher. b.bninp for fo ether wados. I 11. All it, '•p by oh.". i 12. Opo.r:- - re Hnishod moor. • 13. All h eil!ed of gab . y by slhHe. 14. un•. ' ages .ill net be he•• 1 are/. JOE3 NO_ GENLRAL NO-rC_ S � Z/ L' LOCAT&A Aw• ERAMES uL 00005 • M' Gt r MCM fNli i' • tEEv SLL SM• Few I TO •K• 11011• .r! S.r SM! •vo%w Ml[ W !Y•L• S.T SMT 11.11 D•![ of h.ar G �- -, - tjq ' •- L ? _VA' 20 .y�. a 1- I , I -- - - I N C.[N W IL INC. p�� '150' 1?Em SE -�...MX WASWNGION 9BJM IlIfff Ow{ S W-718 WELL #9 PUMP HOUSE WTk-9 2 Contractor's Submittals (Vol . #1) t A'wo san.Ne 'In uc, X H')Ns �j011�:1N1 11.1Q r-�:•AY Ir;MQS7M 3Ntw It} nc; ';'N< rJC. . '. fin• ( o •.. iLUSM 1 i I 41 tYJXM L— 1 I A_ V! LPL;, 6• SCW^6.. * I I 1 1 1 1 .* E%VOSM GLASS OR LOUVRE J DOOR ELEVATIONS SaE SHOWN • 0 Cj ® Dil © `� JOB NO _� 4 SILL DETAILS c rowN No . _BU R PIv01S (1[T SNT NpwE SET FIN16N <ON� T IY O•TE �OTY LOC•riON NN N GTE Sru�ILE _ OF L. H.TAGS R. M.TAGS Dw L� l M N M w''D1N NEIGTN Iw,ol. iLOON G l U• T6 rs r :o T I9 ll♦ ♦i. GAUGE L JAMBS LABEL: OTT w10TN LENGTH 1 HEADS � I7j L 41Y. WIOTN "MY" -- I 9 OP iNIONN•TION ONLY IIN FL _ w d• T( •IMISw Sw[[T C ON-R[CTOR --� "OWE S RUr r5�5 { LOC.I16N C"ILa R. DU[ 1 OF SfRla[ 1 � vl Iti• �_ - ' 4 2, 61" o A*. Z.t tit ne n♦ 17 ' y(p f''� 1J 7'. rl1. `t w 1 Gf- ITS GAUGE LABEL L.H. NO: __ 'alb ! CiFAI'JN�L Ai P�sY'. R.H. NO: 1 i i T I70Ci(�(^t1 rT �.9r Uit wrOTw t(N61'N _ Y,,,rn • a1trl'ce ;YNa .tier prow- MA/ Re►wY �461 Via.=s3. - ► f {[•fv�tCE kL(. tt9 TO JwMb CA+JECftpb: AJU AYt'I,V IZ QM L SX?Y2 MRORS �f) • LAYOUT TEMPLATE FOR 84K IES CYLINDRICAL LOCKSETS . WITH A,A STRI A-Z5641 AND 31 INCH. 5ACKSCT BEST LOCK CORPORATION eKOuleArota.nowA eof� LOCK AND LATCN CAS[ PLASTER GUARD C— SUPPORT BY DOOR MFGR. BY DOOR MFY.A .. ill NM e ou._..__ . .a. - -- 3 .... —T—.•• N BRICKSET WELD REMFORCM6 INPIACF- an INC. 1-1 iF'�ROMC.ENTER IC AT DOOR FABRICATION Ivx n I : BEUEWE, W0.5MReGTOR Of 000R I . ftl :t t�l r � — -.IL�_1_1 1_==a:: _ •� �I it !al .1-_ _� 1 g I 1j1 j A �1r�eoM':. _ .n1O Q I wNlp_1f- III �_ M f OF LOCK i AND STRIKE � e w•aU v V� ?1 Z'u 12 24 TAP —his 32— MORTISE IN DOOR FOR LOCK FACE d i 2 WOLE5 1 DOOR BACK SET PREPARATION A:!A STRIKE PREPARATION ENDING F FIL FILE TITLE -715 SuMl�/ So eS - 9 C.L Heasf, CoNt��.+o►� Subm ��ta �s