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Home My WebLink AboutBuilding Field Test & Inspection Report 2009-11-17 JACOBS." Subject Project Sheet No. of Authored by _ Dale Checked by Date If 1f7 COM'- '055 80' ..,.z.~1> sr: f?o~a:2T,' ~ J ,-/,.s ,...~ r-h-E ~t/rFT ~~~ (7R.I(;I.v~ 0 F 'T~ L..e--'=7-rER. Cr H,~'t....~ .", yG" ~.M-:. 6~K, (4L '-Ij Ihwtr~ Cot;/~ t'J r- AI"..(.. n~ ';oJ :;>tS'c. no 1./ ~~ A<.'-~ .T #-ff-a/G .K rF ( a;-,V t;F--,.:> 7'Jt) looA ,;5- . ?t.c...~>c; r:, r c.I t.C ,,,?,r: /-l C,9-~'- rT ";p Nh~ /+,.,J 'r A,~ r I7D' rv~ IAJ T..~...., ff- ~w ,,~ ~ACI~, lrl i>, , 11= 1&tu l./.ri-vc: ~ ~ MD ?7'Me; :r Wl7ttl..}) 11I'kc;Me." t,'Ct-1 iO f7"k.t::: /'7r'-t. N~ n tv ~i.( "7MfI#iI C (0( tJ;::- ~ ~tI.l A.,.... ~ 1:,... ir,S" ~~D r ~ -j~ /-;;;.~ "-I"~ JACOBS'" Robert (Bob) Matzka, P.E. Project Manager/Process Consultant 5005 SW Meadows Road, Suile 100 Lake Oswego, Oregon 97035 U S.A 1.503_624.3101 Cell 1.503706.5389 bob.matzka@jacobs.com fA ~ - lift - t<ll.~ -:'/tJt' . \ CASTILE, Robert From: Sent: To: Cc: Subject: Matzka, Bob [Bob,Matzka@jacobs.com] Thursday, November 12. 2009 6:31 AM CASTILE Robert ruth.hayward@IPAPER.com; Sammy Oliver International Paper Meeting at Springfield Mill .~"',;t Good morning Robert, ---."l We will start our meeting in the mill engineering office today. When you arrive at the mill ask the main gate attendant to contact either me or Ruth Hayward. One of us will meet you and escort you to the office, Following our meeting we will tour all areas of the job site with you. Some of the'construction areas will be wet and muddy and it is likely to be raining so please dress accordingly. We have hard hats, safety glasses and high visibility vests available if you do not have your own. .., Please give mea call on my cell phone and let me know if there is anything else you would like us to have for the meeting, Thank you b Bob Matzka Jacobs Engineering Ph. 503-624-3101 Cell 503-706-5389 FAX 503-624'3100 -. ,.', NOTICE - This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution 'of, or reliance on this message by unintended recipients is strictly prohibited. If you have received this message in error, please notify us immediately by replying to the message and deleting it from your computer. -""",,' 1 ACS Testing, Inc. ') 7409 SW Tech Center Dr. Ste.l45 , Tigard, OR. 97223 Ph: 503-443-3799 , Fax:503-6202748 DAILY FIELD REPORT FOR STRVCTURAL STEEL Date: C!!'. (:/) -,','.)0,/ J "d" ti (j (', i I'; . UriS IC on: ,\0 I~, Pt, -\; ~,. 'f; , f '~_" Permit#: or DFS Project Name: Project Address: '1 ::> .c-' (', d:, ;fi~~\"".1C"'ttC ... (, ) CI 0,., ~ ' ,.' i:.' State: ~r . . i City: I, ,,' j-"' ~<.,. ! \ Cert#: "7 12 Inspector: I '__ .\._> ( 0:...,..0 (,"\ A WS: Dl.l F Dl.4 I D1.3 I D1.5 I I Reviewed prior inspection reports? Electrodes meet specifications? Material reports randomly reviewed and found to meet specifications? )- Assembly of weld joints meets requirements? I Fabrication and QC plan available? Studs checked for siZe, location and quality? Welder certification, and procedures , acceptable? Volts/Amps monitored per weld procedwes? j Brace Frames I Previous non compliance items inspected? ) (/--, \.) ii i , ( '\ ") -,. I , ....:_ j,......i..---"-"\/'......-r': Inspector Signature YES NO N/A IIII rv: viii ~~I'I VII Ir:::/III Ilrv VII riP ACS JOB'No.: CONTINUOUS I PERIODIC P /,Completed work complies with specifications? I Deck welding , Report left on SITE I Flare I RFI#(S) FulllPartial I Welders Name: ,'\\ U CV I~I \ \ L.J:=- FAB SHOP YES NO N/A, Iv'II/1 1111:lv rv Fillet V Multi-Fillet I RFI(S) Attached r . , YES I NO I Fab Shop. {ll/l { f rJ; (' ( ( 1 , u 'I" r', - ( I ..:.,; - '6 r c ') , ~,C.:- - ..J) {' ( ~) .' I ..,_ .~S ~::.r- 2. V~), -:."r - .r..::,:"'.::l "'I ~ - -,' ' r ,"' . r\ ,.f,. ,;",(") ';:.) f-\.. '~', " ,.. -I i\, -I i~'i.'J\ (~d, \ iJ (.. ,:;" '-' / '.),11- INSPECTION: C' ' 'I c"\\Cv.J' ^'C~ '-(he: I JI , ::", ,) - .., . ".t":. -j." ,!,. I-" j, , r] ., . ,.; ._ '\ ,..' ^ _,_~, d. L, .::;.{-\" () ()!") , ' Lit, IIA.. .' /. .. ( I 2. {.\, Ilrv Moment I IIII/IV IIV I Approved plans available? /r;/IIIII I BoltSA32S I A4901 A307 111111~1 Foreman notified of nonconformance items? ~,' {J/j" ( N/A I o...-U c. v'((it'\..;'f-.e .? /1 . --, .' . c ~,,~ <::. :/ ( _\ I 12 e,. ACS Testing, Inc. and our employees have, no authoriiy to direct or advisecontractorsand subcontractors in their work. Code requires BuildingOfficial's approval prior to covering of any work requiring Speciallnspections. = L> w.J == C'J C\l l- e..:; c::> :'<- DAILY FIELD REPORT FOR STRUCTURAL STEEL GREEN BERRY INDUSTRIAL PO BOX 1990 CORVALLIS OR 97339 Iilspeetor: MARK POWEll Date: Oct 13, 2009 Jurisdiction: N/A Peril1it#: or DFS, N/A Project Name: IP Springfield Pipe Bridge Project Address: N/A City: N/A Cert #: OBOA403 ACS JOB No.: State: N/A 09-2654 A WS: D1.1 rx DL4 r- Dl.3 r- DL5 r- CONTINUOUS ~, PERIODIC r- I Revi~wdj p~io~"inspe~tioh~'~p01:S? I Electr~des Hleet s~ecificati6Ils? Material reports randomly reviewed and found,to'mcet'specificatiolls? Assembly of weld 'joints meets requirements? I Fabrication aild QC plan available? Studs checked for size, location and quality? Welder ce-rtificatio-n and' procedures acceptable? I V olts/ Amps monitored per \veld nrocedul'cs? I I Brace Frames r- I Moment r- Previous noil COlllpliance items iilspected? Approved plans available? I Bolls: AJ25 r-: ^"90 1- ^307 FOl'cm81111otified ofnorlconfofmance items? Revie>ved t?-~~ ifW-- BBITS Bob Brown/President YES NO N/A fXinr-. 1X,r-r- rx,r-r- fX"r- r-, IfX r- r-I r-ir-fX fXr-r- r-r-fX r-r-[XI r-r-fX fXr- r-I '~,r-fXl r-r-fX I Completed work complies with specification's? I Deck welding I Report left on SITE r- FAB SHOP , Flare r-, FulllPal1ial r- Fill~t IX RFI #(S) YES NO N/A I [XI' r-' r-' I r--', r- fX fX' Multi-Fillet r-- RFI(S) Attached ,- YES I NO IX Welders Name: ON FILE Fab Shop: GREENBERRY INSPECTION: N/A r- 'Monitored fit up and in process welding, Inspected completed , welding of pump sump embed piece marks 47 A, 47B. 48A, 49A and49B, PO # 107082 CC: Pending Date: 1'D'lt~>o9 .. ACCIlEPmC = L> L.U = C() (' ') CL. ' LI.l if.> .- ) ....,~. DAILY FIELD REPORT FOR STRUCTURAL STEEL GREENBERRY INDUSTRIAL PO BOX 1990 CORVALLIS OR97339 InspeCtor: Mark Powell Date: Sep 15,2009 Jurisdiction: N/A Permit#: o~ DFS N/A ProjectNanie: IP Springfield Pipe Bridge Project Address: N/A City:.N/A Cel't #: 403 ACS JOB No.: State: N/A 09"2654 AWS: 01.1 IX 01.4i DJ.3 L 01.5 [] CONTINUOUS ~:, PERIODIC 1 IX:liLI lXili.1 lXii' [Xlii IXliil iilX 1X,li !II rx Moment ilili rxl lXii I Approved' ,)Iatis available? 1><- II I Bnlt, A325 i ,\490 i A307 i' I 'I' IX Forcmanllotified of noilConfol'Inance items? iilX I Reviewed'pri6'r inspection ,reports? I Elcctj'odes Illeet specificatiolls? Material reports randomly reviewed and found .tOlllcct sp'ecifkations? ) Assembly of weld joints meets requircmerlls? I Fabricntioil and QC plan available? Studs checked for size, loc<ltiOlfand quality? Welder certification and procedures acceptable? I Volls/Amps Illci'nitored perweld I1rocedllre~? I I Brace Frames i PreviOllS non cOlllplia-r.1ce ileills inspected? . Reviewed f;tbfaA dVA-- BB/ka Bob Brown/President , ' YES NO N/A I Completed work complies with specifications? [ Deck weld~l.lg I Report len on SITE IX: FAB'SHOP Flare I:' FullIPartial1?< Fillet I, RFI#(S) YES NO N/A Il?<d ilill li,lillX i Muhi-Fillet i N/A RFI(S) Attached YES i NO IX Welders Name: On file Fab Shop: Greenberry INSPECTION: N/A i Inspected completed slough bridge crossing circumferential longitudinal welds & 1/4" fillet weldsA-17 to 18A & A-1Tlo 17A. Co'mpleted welds are acceptable profiles, CC: Pending Date: rA Vl-\ \..l-O'\ .. ~ J ACS Testing, Inc. 7409 SW'TcchCClll"cl' pr.-Slc.145 Tig.ard,.ciR.97223 ,PH:503~443-3799 FX:50':)~620-2748 UltrasoniC Test Report ACSCTesting, Inc~ IDENTIFICATION ACCEPrANCE STANDARD JOB NUMBER 09-2654-000 DWG. NO 1114->5 REV N/A ITEM NO See Below " AWS 01,1 VISUAL ACCEPTANCE PRIOR TO NDE: MATERIAL TYPE: A572-50 rHIC:KNESS 5/8" EQUIPMENT Krout Kramer USN 52 COUPLANr Water Glycenn BY: Mark Powell AWSQCl DATE: 9/15/2009 O':;CIBELS WELD/PAin, IDEin. ,"' z, Z Z w' z' " 0:.: u 0 " 0 0, 1=0 ::> 8 z ;:: 8~ ~~ Ii: t 0 ...... " -~ III W ,... " ... ::> _0 w w Z ... ~ w " w z ~,'~ :ow u :;) :l '" '" 0 > . ~ w z :li3 u z w z, w " 1= z w " '" 1- " ... ~ ... " ... " ~, ... Transverse welds 16AB to 18A ,18A to 17A ~ [6]D 70 ~[6] DI70 [6] [6]D 70 [6] [6] D 70 [6] [6] D 70 DIDDI DDD Dice . ,~- 1 ,I,. 17A to 25A 25A 10,258 I . )IILon9itudinal Welds 16A~ 6 1'8A 1'7A 25A 25B .~ ~ ACCREDITED CUSTOMER IDENTIFICATION po BOX 1990 GREEN BERRY INDUSTRIAL CORVALLIS OR IP Springfield Pipe Bridge Dt:ffCT ,",w :s~ G~ 1~ z~ w "0 0 "1 I I TEST CONDUCTED BY: rECHNIQUESKETCH (IF APPLICABLE) l RJPO'Ir ~~BY: #( /'~ ~ ,I\vvl'\..... e J ;1L--> (..-/ ' ,.,~ - I I X DAT~_ nJ-15(\ ./ Mar~ Powell LEVEL II INrERPRETATlON BY: LEVEL II 97339~1990 el -~>< !!i~ oil: w -~'>- ":I: ~.~ 0'" COMMENrs DATE Sep15,2009 DATE Sep 15, 2009 ACS Testing, Inc. 7~09 SW Tech Center Dr. Ste,145 Tigard, OR. 97223 Ph: 503-443c3799 Fax:503-6202748 . 1 ' Ins'pector: ,,:::.\., DAILY FIELD REPORT FOR STRUCTURAL STEEL 1// f '/1/' ,( "..'/ '. /'1, /" I' ///. f'r-) ., ' q I r,) /; ~7'- J ~ I .. (/ Jurisdiction: Date: Permit#: or DFS proJ"ect Name: '-7--'-) ....f-' l. Project Address: City: /i,il" 'to' . V n-r- ;; fr" 1",\,)"..-..,.I_.I("~ "."' ( State: / ....) I " f ,I .f~;'O</\.~.~. ! .I /1 ,-~_.-. Cvv....... Cert #: -'''''''-(111'./"' ACS JOB No.: . '-1."'JI~') ,? AWS: Dl.I ~/D1.4 I D1.31 D1.5 I 1 Reviewed prior inspection reports? 1 Electrodes meet specifications? Material reports randomly reviewed and found to meet specifications? Assembly of weld joints lheets requirements? Fabrication and QC plan available? Studs checked for size, location and quality? Welder certification and procedures acceptable? Volts/Amps monitored per wdd procedures? f Brace Frames I Moment I Previous non compliance items 'inspected? Approved plans avaIlable? Bolts: A325 I" A490 I" A307 Foreman notified ofnonconfom1ance items? YES NO N/A I r;=:Ir II ~III , I PII fC'll relll 11r::: VII lfj'l V' II~I [V'II rvrl IIIP 11f"Z" I CONTINUOUS .r-=:/PERIODIC I" YES NO N/A I Compleled work complies with specifications? I Deck welding I Report left on I Flare I ~"I I I I" [/:---- II Multi-Fillet II SITE F/ FAB SHOP Full/Paltial F'/ Fillet I RFI#(S) RFI(S) Attached YES I NO [:, Welders Name: Cf.Yt' }-,:I (:~ Fab Shop: ;:-J"'~'/i '/)'//'fJ N/A I /, INSPECTION: V, ~:'D'lC!.:y),'C -/.r:'C/ /l);)/j'7!e-l.;(l c:slrC1I.I'lt:"_- ~, j., . I,., /1 ,., _' ((1. ,;; /. / "M. :..1. I-,J' / /)(GI/- I ./'7--:}-:;'<:~( /t f/ f II(,~ lA ,j../";''l.~' r-,f.,-:j-( ; '/?i{ 'I tiI' --rl 1-;' /. /' I' ,If j .,'...1,.,.., //j/. /1 ("',,--..J'f"Jt-1c { -I..-I'.i/."/ ,"':';'(4, //II'}L-?-../?:t...,.... j/ /~I ....! I !/r7-' /::JP/ )/<~.;l-/ -; '/0 hot (l A -17 Yo' /7A. 1'. -'-, I / / , ...... /' /_. .. .. ,_.., ,.' / " / 1~{jHll/}.:;"i-r:,:;( l/l.JervOr..... ;'.';i;,'C__ (;II~('.;t"/)'/-ul:/!c... '-0.. (' /' ~/J;"(".I.1', / /:' <; , l / ,::.::;;:.:--,~.-.;.:.,...-.-~~",~ ACS Testing, Inc, and our employees bave no authority to direct' or , _ >' ." ./)7 /'" jldv{secontractors and subcontractors in their work. Code requires ",.::~:",<:,,:~,::,/::::;,,~z.--'"':":":'BJ1ildingOffjciaI's approval prior to covering of any work requiring ~ .' , 'I ' . " ..SpecialInspections. c..",- \, ..../ // ,'.' ~ , I,;spector Signature ..' z ffi z J.I z z 0::,:: u O:.J 0 0 ~ ~. ~ t; ~ 6 li ~ S "' ~.~ ~ ~ ~ ~ ~ Q ~ ~ ~ ffi ~ ~ <( .r U w a:: Z w bJ ..u w ~ :z <I: ..JO <( ~ ..... o:t ..J ~ -J X -J o::r: ....0:: "~~f~~tc17~~~0g -'7~~_~~= --- -==__________ /7AIo615t1.. ~-l-I;:;-:JO <951\;-1-0 0)58 t.f:d' L.::::J '~7Jjitf;s-1 lZJQ[] L/(o,.+'-t:. ~----.:....~_______ ;/0It [fa Q [J /7Ar ' _...._---~- .__._------~--- ~~ [~u]CI y [JDD~'-- --- -- ._ _ ___ __u 1_____ . ______ _.__, ___ ______ __ _ [] [_no: [] ~--~._'~~~._~tJ [=_0 -, ---....-----,------------Wl,-- . ACS Testing, Inc. ACSTesting, Inc. 7409 SW T~ch .CenTer Dr; Slc.145 Tigmd, O~. \}7223 I'H:5(j.1-312c4301 FX:503.620~17-1~ Ultrasonic Test Rep'ort Lul:N'llt-'lLA.I.lUi't ACCEPTANCE STANDARD JOB NUMBER DWG,NOtl/'I-E5. REV, ITEM NO ~2 widJ.vJ:" AWS b I. I, .' MATERIALTY~~:~. /tS7Z--59 1. -. THICKNESS '-- -'J/Yf.::. ; ",qUIPMEOlT dr{t!U-ffj~ u:SI7()O COUPLANT ;j 5k:-kr a4".cfn'y) v Ve:;OA.~'(;tPTANCE PRIOR TO NDE: BY: /fl~ ~ ( AWS QCl DATE: 9-/5-19"1 UfCIbt.LS WELD/PART WENT, CUSTOMER IDENTIFICATION rpJ?; ~f'- Bt1 i d 1,;:- DEfECT w "'w U w '" j~ z ~> COMMENTS 15 :>>:! '" ~x ~~ .... ....:1': z l!>", .. ",0 W ZM W M'" M'" .... <to 0 Ou.. ou.. ----------- -----,- lE~t1Nlg~t: SKI:TCH lU APPLlCABlI:) x + ", \.~. '~~ , x -~~) ~.1 j , REPORT REVIEWEP BY: DAIlE . --.__._,~.._--_.- I .- ~--...............-- .----.-...-::===- T~JTE~~// LEVEL IT DATE Q-/5-6<Zr INTERPRETATION BY: LEVEl . DATE .. .'4.- '---, 'j DAIL Y FIELD REPORT FOR STRUCTURAL STEEL Date: Sep 18:2009 Jurisdiction: N/A GREEN BERRY INDUSTRIAL PO BOX 1990 CORVALLIS OR 97339 Permit#: or DFS N/A Project Nanle: IP Sprinqfield Pipe Bridqe Project Addl:ess: N/A State: N/A City: N/A Inspe'clor: Mark Powell Cert#: OB0A403ACS JOB No.: '09c2654 CONTINUOUS CI PERIODIC I?(' A WS: Dt:I IR; DI.4 LJ D1.3 [] D1.5 Ii YES NO N/A YES NO N/A I Completed work complies with specification,? 1.~eCk welding I: Rep0l11eft on I Flare Ll I~ 00 I [] L;j ~ IR: lrxi n ClI rx!DCI rx:nn I!<J C! Ci rxi Li [] 1;I:rxi IRILI: Reviewed prio~' in"spection rep~11s? I Electrodes meet specifications? Material repo"rtsTandornly reviewed and fOLlnd to meet specifications? SITE Ii Full/PMi.1 f8j PMl SHOP Multi-Fillet 01 Fillet !ZI. ) Assenlbly ofweJd joints 111eets requirements? I Fabrication and QC phlnavailable? Studs checked for size,location a)ld quality? . RFI #(S) RFI(S) Attached ';,. " YES I,.' NO I.,i : Welders Name: On file Welder celtifi~atiol1 aild j)rocedui'es acceptable? Fab.Shop: Greenberry Inc ,N/A C--'-. INSPECTION: I Vol~s/Amps ll1onitored.per'weld nrocedures? I I Brace'Frames'~' 'i 'i rvf)\' I JI .,1;/\'1 Moment C: ~:II:". lRil I'I]IRI I Approved plans available? IX: r-J ~i I Bolts A325 I A490 1-' A307 Ii r] Ii lXi Foreman notified offlOlfconfonnance 'tems? I' C IX: Inspectea completed full pen and fillet welds on A17 to 23A. 22A, 21A. 20A, and 19A for pipe bridge assembly, Completed welds are acceptablepr6files, Previous non c01l1pliallce ite"ll1s inspected? ] ) cC:'Pending Datc:t1. 'If- JI .- ~ Reviewed td-~~IVJ.- Bob Brown/Pt'esident 8B/es ACS Testing, Inc. ACSTestingi Inc. 7409'SW Tcch CCllter Dr. Slc.145 'j'igai"d. OR. 97223 PH.503.443.3799 FX.503-620-2748 IDENTIFICATION Jo"B.NUMBER 09~2654IP Springfield Pipe Sr. DWG. NO 1114-ES. REV ITEM NO Pipe 8~idge' ) Ultrasonic Test Report ;.el\ ., ACCRE.DITED ACCEPTANCE STANDARD CUSTOMER ,IDENTIFICATION AWS D1.1 Greenberry'lndustrial PO BOX 1990. VISUAL: ACC_EPTANCE PRIOR TO:ND~: BY: MarkPoweU MATERIAL'TYPE: A572-50 THICKNESS ..625 .750 _ EQUIPMENT Kraut Kramer USN52 COUPLANT Water Glycerin WELD/PART IDENT, Transverse~ 23Ato 16A:3 16A,3 to 22A 22A to 21A 21A 10 '16A-4 16A-4 to 20A ,I ,20A to 16A.5 J!16A-5 to 19A , IHorizontal Weld 23A 16A,3 22A 21A 16A.4 20A 16Ac5 ,19A Corvallis OR AWS QCl DATE: 9/18109 Uc\....oIoiLS _DEFECT ,", z z z w z "' 0,.; U 0 U 0 0 1=0 " ~ z: 1= ~" <(.~ t t; Q w '0( '~ ,Ill W oJ " oJ " 'z' .~u w w z: oJ w '" w z ~i: lOw ~ ~ ... " ~ w iil Q > .. ~ s h z: 5i3 z: w z: w '" w 0( "' 0( oJ ~ oJ " oJ oJ ~'~ ::lz: ,~.c:( ~~ o(Q w U z: .~ 'li ILl ....c:::. Q Q", ~~D70 i~~D70 I' ~i~D 70 -------------- I~ [xC 70 ~~D70 1~[xD 70 I '~ [:g]D 70 Dee TEST CONDUCTED BY: TECHNIQUE SKETCH (IF APPLICABLE) i REP6RTii<VIEWED"B ,( ""7,,- , / \ q.,.-'1 / ,~. -J/ I"v,.,-'" ~/' /- , Yv Q '7! (2 DAT~ ), II-l) I .~ X_I \ X / LEVEL II DATE Sep 18, 2009 Mark PoweJJ 97339 w .:~> ~.~ ~"' Q'" , COMMENTS LEVEL II DATE Sep 1 at 2009 INTERPRETATION BY: Mark Powell /% Z .. 0" u . Fo :3 WELD/PART "" " ' \- t; 5l .. lDENT. ?;O fri Ul Z '" :EW ,U r""l <( '-" (,!) ~ <(:t: U UJ, a: ,Z w .~~trc)\S~_..JC,). . <, ~ r <( .;J --' --- ~-- -'--~ .- ---.----- 23^,tc llek->'---JQEJ r &/1. -"2 -tt;, 22.A:-" . / ~ -1,4) 2:Z.~ --> Z-l k --- ~ ;U f~~~':~--,:--y0EJ ..C----- , )35>f{--1o /6A-5 IT] F.I [J 1/101"1- -:5 -tv 1'7 If" L::J 1-.-::::1 ~tJf, ~f.-I &J&~ G [g b ___2-4 ~~ l]J~[J Zi;'f---'~-'~ Oil-fvh ~:- (ti24-1 .J::J L_...L~' . t:t~ "., _m,_ tLa't~~~:Y ,,-- .-_... --- , -7.L2:_----~,-". -- -, =-c--__--=----~~ ~ r=C .. ___________ ACS Testing, Inc. ') 740iJ.SW Tech Center Or. SIl': 145 Tigai'd,OR.'972:P Pl-I:50J-312'430 I FX:5().~-62{J-Ti4R ~UCI~~;:~CATION JOB NUMBER ~::'::~..^~~, _:" '. MATERIAL TY~~;A5s7z../-50 TtllCKNE55 lI/Z:-..LS ., 7!i9 " EQUIPMENT Ji,t(QA.--t- ~ffiJA'M..J't) <..;1;52- CQUPlANT l^~ a.C'tf9n\0 - .," ,.' __,. ,__...,...,.....,....,.. ___...._____ ____ _u._. -- -TECHNIQUE SKEICH (If APPLlCABLI:) ) RE~(lT REVIEWED BY: DATE - ...,...,-'------~.. ---'--'---'---' ACS Testing, Inc. Ultrason ic Test Report ACCEPTANCE STANDARD CUSTOMER IDENTIFICATION .~~)l('J ~,~L ::~u~t~N1h:;lT~ ~~ .~N,l~ '. , AWS QCl DATE: q- ~-t)9 ,DECIBELS ' ~- _....---- .,' AWS t)L \. DEFECT- Z u o :J t:: li 5 .... ~ ...l C ~ ~ ~ . ~ ~ tJ ~ z Z . 'fl' 0 0;' '; ~ ~ ~ i~ <<.~ .. .z g>- ""'" :z: ~rz ~x COMMENTS :> oz G .~'c:( :z: '~'.~ z \- \-:': w tn~ z ",I;; "- ,"0, '0 l: z"" .. ZH W H/% ./% '" H/% -' ",,0 0 o~ 0'" -----'- ,,----- -" ...... .~..__. '-.-.- :.~ I j TEST CONDUCTED BY: ", \~~../~ l X ) ......./-..."..,., j + X _I LEVEL DATE INTERPRETATION BY: LEVEL DATE [' ' . 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JACOBS- 5005 SW Meadows Road, Suite 100 Lake Oswego, Oregon 97035 USA 1,503,624,3000 Fax 1.503,624,3001 November 12, 2009 City of Springfield Public Works Engineering 225 Fifth Street Springfield, OR 97477 Attn: Mr. Robert Castile Subject: Jacobs Letter No. L TR 001 Jacobs Project No. 25LL7709 Project Name: International Paper River Water Pumping Station City of Springfield Permit No, COM2009-01055 Inspections of Civil, Structural, and Mechanical Work Dear: Mr. Castile This letter is to confirm our conversation of this morning regarding inspections of the civil, structural and mechanical work associated with the installation of the new river water pumping station at the International Paper Co. Springfield Mill. Back Ground: Jacobs Engineering was retained by International Paper Co. to provide project man- agement and engineering services for final design, permitting, construction manage- ment, commissioning and start up of a new river water pump station and forced main to supply the mills process water needs, I was assigned to this project in March of this year and have been continuously in- volved in all aspects of the civil. structural and mechanical design to date, Addition- ally I assumed responsibility for the process and mechanical engineering for the project final configuration, Civil I Structural engineering and detail design for the pumping station and forced main was completed by Gary Thornton PE. , Civil I Structural engineering and detail design for the electrical sub station was com- pleted by C,C Peterson, PE. The electrical design for the project has been performed by International Paper Co" in house engineering staff. Construction: Greenberry Industrial is the general contractor responsible for all civil, structural and mechanical work on this project. Olson Industrial Electric is responsible for all electrical and control work for this pro- ject. International Paper retained the following firms for special inspection services. Professional Service Industries, ,Inc (PSI) performed inspections for soil compaction, concrete and reinforcing placement, CMU masonry installation, Structural steel erec- Mr. Castile Date November 12, 2009 Page 2 tion and field welding, and concrete testing as specified by the structural engineers of record. Geotechnical & Environmental Consultants (GRI) performed the pile design as a sub consultant to Gary Thornton PE. International Paper retained GRI to observe the pile driving as specified by Mr, Thornton. The 36" steel pipe crossing Kizer slough was shop fabricated in one piece at Green- berry Industrial's facility in Corvallis, Or. Ultrasonic inspection of the structural welds for this pipe was preformed at the shop by ACS Testing. Prior to shipping to the site the pipe was visually inspected and reports were reviewed by Gary Thornton & Bob Matzka, Construction on the project began immediately following permit issue by the City of Springfield. Since that time I have been full time on the mill site serving as IP's pro- ject representative and field engineer. My field office is located the mill engineering department. As the IP project representative . I review and approve all submittals of materials and shop fabrications from the contractors, o Submittals for the structural work designed by Gary Thornton and C,C, Peterson, engineers of record for their portions of the work were for- warded to them for review and approval prior authorizing construction, . I have daily interaction with all the contractors,and sub contractors involved in the work, beginning with daily construction/safety meetings at 7:00 am each work day . I inspect the work in progress at each location where work: is being performed ,at least once each day. o The daily inspections of the work include excavations, back fill, compac- tion, foundation preparation, form work, rebar installation; concrete placement, installation of post installed concrete anchors, steel erec- tion, welding, pipe installation, etc" All of these activities are performed as part of my responsibility to International Paper to insure the work is being performed safely and is in accordance with the specifica- tions and accepted industry construction practices, I will make available to you under separate cover copies of all the inspection reports performed by the parties mentioned above for your records, cc: Ruth Hayward Clint Rust ~ l_!J)lp RO~ ~atzka PE ! Q" ~NR~~~!~~!,! I I I, I I I I I I PO Box 1990 5330 NE Elliott Circle Corvallis, Oregon 97339 Phone: 541,757,8458 Fax: 541,757,9649 Released Bv I i I CONSTRUCTION SUBMITTAL I . , I , Distribution: I Name I Bob Matzka 0 0 0 1 I IP Springfield (River Water Project) i 03 Submittal No, Date 9.23-09 6. ~ D Other Kraft Masonry Proiect . For our Information Returned as Required I Please Return , I I Grout, Mortor, & Block submittals~ I , X For Your Approval For Your Comments As Requested ,Comments Drawina Number Drawing Li~t , Rev Subiect I Paces Willamette Graystone o I CMU Certification Letter 1 page I Mortar Specification 1 page I Grout Specification 2 pages Central Premix-Sakrete o Mix No,60-312531 o ]:0'd It!lOl, Willamette Graystone MANUFACTURING SOLID SOLUTIONS' Date: 9-22-2009 Architect: General: Greenberry Const. Masonry Contractor: Kraft Masonry Subject: Springfield Paper Plant Re, Certification of Medium Weight Concrete Masonry Units . This is to certifY that the concrete masoDIY units as suPPlied by Willame<<e Graystone named in the above project meet the requirements of ASTM, C-90 Type-l for medium . weight eMU.' , Sincerely, , Willamette Graystone ' Architectural Sales Marty Godard ]:0/10'd' (S68~~~l~S 3'-I()lS^l:j~mlIM 6(:~1 600G-cc-d3S 10 'd ltHOl Central Pramix.Sakrete en OIdOllStle.company o Oldcastl.- " 1402 N, River street Portland, OR 97227 Phone: (800) 2C5-3&:l3 F"", (50:1) 282-2188 September 22. 2009 Prpjea: General: Springfield Paper Plant MaSon: Greenberry Constl\lotion Kraft Masonry Architect: Type S Morlar, a pre-blended dry Portland cement.lime mortar mix produced by QldcastleJPortland, In 3,000 lb. or 80 lb. bags. meets the American Society for Testing and Materials (A.S,T,M.) C-270 Table 2 Property Specifications, Please be aware that A.S,T,M, C 270 Table 2 Property Specification Requirements reference labOratory prqlparedmorlar only, and therefore the strength requirements In Tabla:2 cannol,ba used as requirements forfield-tested mortar, ASTM C 780 refers to Standard Specification for Mortar and unit masonry testing. ASTM C 1586-04, Guide fgr Quality Assurance of Mortars. helps users properly Interpret and apply ASTM C 270 and C 780, If additional information Is needed, please aontaot your sales representative. Respectfully submitted, Central PreMix/Sakrete Denny Taylor Sakrete Sales 10/10'd ~S68vv~IVS 3N015^~!JllIM cv:SI 600c:;: ,,35 '~,8AND&GRAVBL . 3000 N Delta Bwy Eugene, Oregou 97408 QA-I00 Office 541 683'6400 Fax 541 683-4767 CONCRETE MIX DESIGN CERu.t'ICATE . ,Project: Contractor: , SPRINQFIELD,PAPERMILL KRAFT MASONRY Submittal Date: 9/23/2009 , DesIgned By: Tim Mansfield, ODOT ccr 43273 MIXDESIGN QUANTITIES Material SSD DC8ign Quantity 4751b 115 Ib ,290 Ib 1080 Ib 1885 Ib 29,5 oz .. I 'Cement Fly Ash Water o ASTM C33 FINE WRA All' (EntrappedlEntrained) '3,0 = TotalWt 3848 Iblyd' 142,5 Ib/fi' UnitWt Comments: M1xID: 60-312531. 2500 PSI 3/8 WRA Required Strength: 2,000 PSI Slump (Inch): 8,00 :!: 1.00 All': 2,0% :!: 1.0% W/C Ratio: 0.49 , Speclfle Gra'Yity Absolnte Volume (ft') 2.42 0,71 4,65 6:58 11.80 0,03 3.15 2.60 1.00 2,63 · 2,56 . 1.00 0.81 27,00 fi' Footnotes: 'SSD Weights and Specific Gravities .. Admixture dosage rates will be adjusted according to manufacturers recommendations to accommodaie varying field conditions. , , . MIX CODE: NO MIX 10 ~ SANn & GRAVBL ,~tlttti~~d:::'::=~l$Utfi<nl'ar.v.~ 90520 Coburg Rd, Eugene, Oregon 97408 (541} 485.1515 CAST DATE PROJECT 08/06/09 Hwy 126, McKenzie Bridge PLANT I TICKET 'SAMPLE' I Strength J LAB NO, 10 SLUMP AIR I 7 day 28 day 56 day 58 PSI 58010798 09pe153! 9.50 2690 4100 NO..of Samples 1 1 1 Average 9.50 2690 4100 Std Dev. 7:28 0,66 SLUMP AIR 7 day 28 day 56 dar g- ~R~~~!~~!,! PO Box 1990 5330 NE Elliott Circle Corvallis, Oregon 97339 Phone: 541,757,8458 Fax: 541,757,9649 ~ CONSTRUCTION SUBMITTAL Submittal No. 02 I Distribution: Date 9-16-09 Name 8. .!2 D Other Released Bv Farwest Steel Fab Bob Matzka 0 0 0 1 Proiect River Water Intake & Fish Screen Project For our Information Returned as Required X For Your Approval For Your Comments Please Return As Requested Comments Rebar for Sub Station Drawing List Drawina Number Rev Drawina Tvoe Subiect G4846:MCC1 0 Rebar Details MCC Foundation G4846:MCC2 0 Rebar Details MCC Slabs G4846:MCC3 0 Rebar Details MCC CMU Walls ~ Farwest Reinforcing Division BOISE.ID. EUGENE. D.t OGDEI';. UT. 1-800-632-59511-800-269-8120 1-900-835-3039 ~Y2)(2#6 20-10 CONT BOTTOM 2215 SAl SLAB EDGE @ 12" - 21 #5 SA3 @ 12" ~3Jo:8#6 BAS CORNER BARS ;--------- -----------; /2)(2#6,15-06 CONT BOTTOM I ' I / 2)(16#5 SAl SLAB EDGE @ 12" , " , ' , ' , ' , , i ~25 i , - ' , ' , ' ~____________________J (2)(2#6 19-06 CONT BOTTOM 2)( 11'5 5A2 eMU DOI'\ELS @ 24 + 3#5 SAl DOVlELS @ OPNG 20#5 5A3 @12' ....-2)(2#6 13-06 CONT BOTTOM ./ 2)(1415 SAl SLAB EDGE @12" r --- --- n n~ -vn ~~ n 'i"~ll:- - - - - - - - - ~ - -:~ ~; ;~:::;;~~~:;:~~:;:~T?~. : - :.1: : I I' I I : - :'0' 1:--- I I I '- 2x 1 #4 12-10 CONT TOP j ~ j 1~9 I i 2)(13#4 4A4 CURB DOV\fLS @12" I Y II I l______~__~__~_____j i_____~__~_~ 1"'- 2)(1 #4 6-01 CONT TOP 2)(6#4 4A4 CURB DO'M:lS @12" $ ~:X2#6 20-10 CONT aOTTOM 2)(15#5 5A2 eMU DO'MOlS @24" + 2#5 SAl OO\'oELS @ OPNG o I "'--'--.J. 0~1 IC;;~I I@u I ISllE '" '" " ~" , m " , 0 I '" "I 3-00 I'~ 1,-00 I ,., " '~OO H" I ,., "I 1-00 H" I I ,., 2-00 12-03 12-os2 ... 0-08 1-01 I I ... " 2-00 12-00 I '" 0-08 1-0S I REVISION ~;V. DATE CHECKED /'; /'; /'; /'; /'; /'; /'; /'; BENOINC 01WENSION~ [ fiR C o 2-03 2-00 1-01 1-01 2-00 " DATE AUBLJRN,WA. 1-800-835-0516 #5 @ 12" SLAB EDGE {#!)All #4 CONT TOP &'@12"EAWAYTOP & BOTT0!'-1~4 @ D~LS @12"(I4A4l 2 #6 CONT BOTTOM . _../::'- r- 4- ... 34#4 ~@ 4A7 @12" 12" EA WAY (#4A7) SLAB EDGE (;;;\ \J SWITCH GEAR PAD (;;\ \J CJ CONTAINMENT CURB #5 HORlZ @ 48" fs @ DOWELS @ t.--- ~ 1 J!..5 HORIZ @ 48" -:0...____ : 15 @ DOWELS @ ~Lf" :'- 24" (#5.4.2) 24" (#5A2) CMU FO~NDATION G eMU FOUNDATION {;;\ \J - I. ~__"__CRSl""'>a3I~_ "- -.... _..-"\1(,.0<_1O..-"",*-"",,",," :J. -....__~.............."'__.....""..,. --"'"-- O,---.._"""'....Ioo......_"'''''''<>>o_...,..F......' ..."_""...".,.,.."";IyI""""OO......"""""""''8<'f.<lMlgo,'" _c1""'ocIa......., """"..-.......u.o<l tor """01'''''''''' -- .....,.......-.".--.....--..... _~......._lo._-.__"'_ VANCOUVER. WA. 1-800-793-1493 I S;,EET TITLE: PROJECT: I LOCATION: jllESIGNER: I CUS10MEil: C"OUNOATlON RIYEA WATER INTAKE PROJECT SPRINGFiElD. OREGON C.C.PETERSOt>:ENGINEERING GREENBERRYINDUSTill,l,L I'lRAU arc , KAH Brf~-16-2009 ,wus; APPRQV,I,L I' E~~:~6:MCC1 [:, [:, [:, [:, REVISION 10#4 5-07 7#4 9-03 . ~~V. DATE @2.-........ @ 2.~ ~ij'UJlli /2x22#6 15-08 @2" , /2x17#621-00.@2" , ;2X20#6 21-00 @2" / /2x15#619-08 @2" , /2x20#6 13-08 @2' / ~2X22#6 19-08 @2" CHECKED BY DATE [:, [:, [:, [:, ~ Farwest Reinforcing Division AuaURN, WA. BOISE,IO. EUGENE, o.~. OGDEN, UT, VANCOUVER, WA, 1-800-835-05761-800-632-'5951 1-800-269-8720 1-800-835-3039 \-800-793_1493 WALL 1 ~ J WALL 2 : WALL 4 ".J..:.....J.... ....;;:::;:l?'"'T"" WAlL, No,. ,...."""CI<Ig.........."'....,*"""__C"'lI"""~C"15_ 2.A_""''''''......la...'5,O''K..'''.''''.....,,__. 3,R....,~.....P'a<>ngO_"'......UMd'o"""iJn""onwrt",_d(ln'" ...",.......""'ong",....""."'.....""'. ~_"""""."~.....,...i"'u.ain._ ,oinIoo'cM>g.....""....F._ ,,,.....,,,...""....pono'...<yr<I'ho'"""""';O""'~__,d_,'" """"""~' 0100'''''' _n ...., ~'...'""~""" .,."oed !<Moo,,,""""'" -- ""''''''''''.ncon...t..,-.",~""""_"",~""",~",,, """........ d.-",."'.... t>o,",,'to F..........."""'"'" ""''''0 '.I;m<:won. I SHEET TITLE: SLABS I PROJECT: I lOCATiON: I DESIGNER I CUSTOMER GREEN BERRY INDUSTRIAL IDRAWN~Y. I KRH IIWi pc9-1S-2009 ,WUS: APPROVAL rH~~:~6:MCC2 RIVER WI;TER INiME PROJECT SPRINGFIELD, OREGON C,C.PETERSON ENGINEERING WALL 1 WALL 2 f-, ~~ 2#5 11-0S 1I NTEL BAR-.... r3~1,#5 1-06 HORIZ @48" 3~1 #5 10-10 HORI Z @c4S' ------E::. 2x1 #5 19-06 HORI Z @48" 3#5 5AS CORNER BARS 2#5 SAg CORNER BARS 1X~- '" :----- ~-; f-- "-ZX11 #5 6-06 VERTS @,24" + 11 #5 6-0S TOP 5#5 SAg CORNER BARS Idl -- : :-----5x1#5 20-10 HORIZ @4S" ""--2X15#5 6~06 VERTS @ 24" + 15#5 8-08 TOP WALL 3 WALL 4 I-I--..n /-2Xl#5 -~- ~~~:; 15-06 HORI Z @ 4S" 1-06 HORI Z @4S" 20-10 HORI Z @ 48" <= I~J__ 2#5 5AS CORNER BARS 3#5 SAg CORNER BARS 8-04 LI NTEL BAR' --5x1#5 19-06 HORIZ @48." 1 _x '-2#5 ~- -:";"1: ~2xl1 #5 6-06 VERTS @24"+ 11 #5 6-08 TOP ........... 5#5 SAg CORNER BARS -~2X15#5 6-06 VERTS @24"+ 15#5 6-00 TOP t- JSI2E EP t :1 '" ,,,. 111~{1' , 12-00 2-00 , IH" 2-00 IlENDJNGDlMENSJONS E ,fIR G I@ 'U ,~ I.R,.."_""."'oI""""~",""""",,,,,,,,_CF<S'''''''ACI3'S.,,,,,,,,,,,,. 2.....""'0.........,.""'.,0.-_60"",...""""""..""''''' 3,""",""or.g.....ol=ng.d......-.g'm."'bo"""""'GOnlu~"'''',....Onot "'''"'''''''''''......'''...,,>o''''''''ogtI . O,----.."""""'",."",...,"'u.."<lae>ng'.,n<<'O.....,...o""'.F_ ........""...""".,t>lJry,"''''''...,.,;;"onaJaocu'ocy,d_,''' ;;"....;.,~"""alO"'.'''.''''"''.''''''d,~...''''.dfo<'''''''''''''''''' ,- 5.""''''"''''_'''''''',..,'''~_botweonthO'''"'''"'''.'''''''''''"'''' """--......_'h....."""Il"''''F.....-'..''''''''''''"..:,,''',''''''''''.on. I'" '" REVISION REV. DATE Iii CHECKED " DATE Farwest Si-IEETTITLE: CMU WALLS fRAWNBY ,. ~ KRH iI PFiOJECT; RIVER WATEFi INTAKEPFiOJECT r,rE: iI Iii Reinforcing Division 9-16-2009 lOCATION' SPRINGFIELO, OREGON SIAfUS: iI Iii AUBURN, WA, BOISE,IO. EUGEN~. OR. OGOH',UT, VANCOUVER, WA. DESIGNER: C,C.PETERSOl-\ENGINEERING f APPROVAL 1-600-a35~0576 1-600-632-5951 1-600-269~8720 1-600-835-3039 1-800-793-1493 SHEET I iI Iii CUSTOMER: GREENBERRYINDUSTRIAL G4846:MCC3 Ii ~ i"; ," . 7' Information IP~;"~I.7bBuild On Dlglhal8__... 9 ~. 'Ii, _"j',11 Client: Address: , International Paper Company PO Box 1251 Memphis, TN 38101-1251 -PJacement DatS: Pump sump 24" walls 458' to 477' elevatiori Location Sampled At: South wall at 465' elevation Date Cast: 10/27/09 Dale Rec'd: 10/28/09 "nCket No.: IMIX No.: Weather: 3461066 244<,lNE'5200 Cloudy DeSign Str;mgth (psi): r ! I ~ I :, r SPRINGFIELD OFFICE __h_'- 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 9, 2009 CCB#176269 COMPRESSION REPORT ! .il Project No,: 722-90139-37 Pro), Name: Riverwalk Intake & Fish Screen Location: 785 N 42nd Street Springfield, Oregon Material: Concrete Test Date reouired 4000 , CYlinder No. Age {days} Field Cure (days) 7 1 28 1 28 1 H 1 09-2294 11/3/2009 09-2295 11/24/2009 09-2296 11/24/2009 09-2297 Hold .....1 ~ Cone (both ends) :2 w ConeNet1Ical Cracks (one end) Remarks: Set #2 cc: ) LnbCllre (days) I 6 I I 27 I I 27 I I H I :3 w Columna"r ILoad: Total: S~ppller: Knife River Yardage 14/8 ' 184 Date: B,P,No.: P.O. No,: Cast By: ~ ~-:--. "---.. 4501400278 Glerin Meek Field Test Data Slump (In,): ASTM Cl43 2" Max. Aggr. SI%e: 3/4" 41r Content: ASTM C231 "I. Temperature (F): 42" 'Material Temp. (F): AS7M C1D64 62" Max Temp IF): .M;n Temp (F): Specimen Size: 4xB Unit Weight (pel): ASTM C13B TIme Cast: 8:50 AM Curing CondltI9ns: "dditives: ASTM Results Reported To: Contractor ASIM Compressive Strength Data ASTM C39 olaeed 4,000 ' Diameter or Dimensions (Inches) Cross Beet Ares (o.l.J ^ " Cyllnder WT. , (Ibs,) MD:. J..oad (Ibs.) compi~ength Fracture Type *' Test TIme Capping Method 4.00 12,57 C617 C1231 8,6 56,310 4,480 3 9:28 AM x I I I , . . 6 ~ Top fractures (same as #5 but end at cyllndQr Is pointed) " Res1~:~ submitted, Pro ';Ve' Sr;J0dUStri6S. Inc. j,:~n E, w~er Laboratory Supervisor ,4 -. Dragonal wino cra~ng at ends ~-Side fractures (~f top Of bottom) These results relate only to the specific samples tested and may not be indicative of other loeations. This report cannot be reproduced, exeeptln full, without written pennission by Professional Service Industries; Inc, l '''.. "-lIn-Pormation "'5- Y" . " ... ,,' -7bBuild On .....1rI.~ A.., . C~tJfI6.. . ..... COMPRESSION REPORT SPRINGFIELD OFFICE Client: Address: Intemational Paper Company PO Box 1251 Memphis, TN 38101-1251 Project No.: 722-90139-36 Proj. Name: Riverwalk Intake & Fish Screen Location: 785 N 42nd Street Springfield, Oregon 1040. A Shelley Street' Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 9, 2009 CCB#176269 Date: B,P.No,: P.O,No.: Cast By: 4501400278 Glenn Meek ~ocaUon Sampled ~t: North wall at the 460' elevation Oala Casl: 10127/09 Dala Rec'do 10/28/09 ncke! No,: IMIX No,: Weather: 3461058 2440N~ Cloudy !LOad: Total: Supplier: Knife River 'Ya(dage 4/8 184 ,Slump (In.): ASTM C143 Max. Aggr. Size: AlrConterit: ASTM C231 Air Temperature (F): Material Temp, (F): ASTM CI064 Max Temp (F): Mln Temp (F): Specimen Size: Unit WeIght (pcf): ASTM CI38 nme Cast: ,8:50 AM AdditiVes: ASTM Results Reported To: Field Test Data 3" 314" , -Placem6nt Data: Pump sump 24" walls at 458' to 477' elevation Material: Concrete 42" 62" 4x8, ~ C~Jrlng 'Condltlons: A:>TM Conlrlictor Compressive Strength Data ASTM C39 olaced 4,,000 Diameter Dr 1 Dlmens~~ . CrDSS Se(;t. Ar' Cylfnder WT. (Inches) (..,,) (Ibs.) I I I I J DesiRn StrenRth (Dsll: reauired 4,000 Cylinder No. Tost Date Aga (days) Field Cure Lab Cure (d"Yo) (d"Yo) , 09-2290 111312009 7 1 6 09-2291 11/24/2009 28 ,1 27 09-2292 11124/2009 28 1 27 09-2Z93 Hold H 1 I. H Comp. Strength .. Max. Load (Ibs.) {P,sJ) Fracture Type Test TIme Capping Method 4,00 4,;110 C617. C1231 12,57 8,6 55,440 3 9:24 AM x - 1 - COne (both ends) Remarks: Set #1 cc: 2 - ConelV~rticaJ Cracks(~ne end)S - Columnar 4 - Diagonal wino craCking at ends I I _ . . 5 ~ Side fractures (at tOP_Of ~l~om) 6 - Top_fractures '(same as #5 but end-of cYllnder"1s pointed) ~ &tfullY ~~J)~ed, . P I tlonal ~ Industries, Inc; slev:.'k ~~er . Laboratory Supervisor These results relate only to the specific samples tested and may not be Indicative of other locations. This report cannot be reproduced, except In full, without written permission by Professional Service Industries, Inc,: l....~.' Information "'~.IToBuild On . '., ." ,,,j I oil . c.... ~~'1A.... ......16.. . Standard Test Method for Compressive Strength of Masonry Prisms (ASTM C1314) Client: Address: International Paper Company, PO Box 1251 Memphis, TN 38101-1251 Project No.: Proj. Name: Location: . Placement Data: Placement Data Material: Grout MCC Building - 8" emu walls full height 'Locations Sampled At:' East wall Dale Cast: 10/6/09 Date Rec'd: 10/8109 Weather: Supplier: Clear Knife River CEMENT MAX, AGGR. SIZE SLUMP 3/8" 9" CEMENT UME GROUT PROPORTIOM,q" MORTAR PROPORTIONS" lime Ca"st: CurIng ConditIons: . Innlal Temp, Ib:>- Maximum Temp. 48 hours: Minimum Temp_ 48 hours: ADMIXTURE ,722-90139-35 Rlverwalk Intake & Fish Screen 785 N 42nd Street Springfield, Oregon Field Tesl Data lYPE (CMU/Brick) Specimen Size: Results Reported To: TICKET NUMBER 3444022 , SAND Spherical Head Dla, (in): 8 UDDer Bearln", Plate Dim,: 12.4 x 8,3 x 2.0 DesiRn Strenl'lth (F'Ml: required 1,500 HPITP DImensIons Prism No. Test Date Age {days] (Inct1es) RaOD (WxlxH) 09-2133 11/03/09 I 28 2,05 7,64x8.44x1S,69 I 09-2134 11/03/09 I 28 2,05 7.66x6.44x15,73I I I Remarks: Lower,Platen'Dlmensl'ons (In): 1,2" dia, x 2.8 Lower Bearin9 Plate Dim, 18 x 1~ x 1,25 Upper Flllctunt Type BeBrfng Plate (1.1) Thlckn... Req. CMU Grouted? Not Cross Max. Load Sect. Area (Ibs.) (s.l.) Corrected psi Yes Yes 64.48 64.65 " AIF,onll. B (Sl.e .pri;;';' "-"\!fllii No, A 61 B :iT p~:~'- ~-\{1 ; Rl - ADs] Compo Strength (psll "CorrecUon Factor 171,2051 1196.590 I I 2,660 3,040 1,0 1,0 I I I 2,660 3,040 -."'" Prism' No, Date: B,P.No,: P,Q, No,: . Cast By: ADMIXTURE AVenlge Compressive Strength (F'M) SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November 11, 2009 4501400278 David F, Smith 8x8x16 11:45 AM l= MIX tD. NUMBER 247KG3ROOO MIX 1.0, NUMBER 3 3 Lower Bearing Plate Thickness :?a.- N/A N/A 1.4 1.4 -". . 'l. .... ~.'Information '/;1...,- 7bBuild On .I!n.p'l" 01 ,'.".1' . ~.~~.. Client: Address: International Paper Company PO Box 1251 Memphis, TN 38101-1251 Placement Data: MCC Building roof COMPRESSION REPORT SPRINGFIELD OFFICE 1040. A Shelley Street Springfield, Oregon 974n (541)746-9649. (541)746-7163 fax November 3, 2009 CCB#176269 Project No,: 722-90139-34 Proj, Name: Riverwalk Intake & Fish Screen Location: 785 N 42nd Street Springfield, Oregon Matenal; Concrele Location Sampled At; MCC building roof east half Date Cast; 10(21/0~ "Rle Rec'd; 10/22/09 Ticket No.: IMiX No,: Weather: 3500452 2440N17200 Cloudy wnh showers Desilln Strength (osi\: reouired 4 000 , Yarda99 1/5 7 Load: Total: Sopplier: Knife River Slump (in.); ASTMC143 Max. Aggr, Size: Air Content: ASTM C231 _Air Temperature (F): Material Temp. (F): AS7M Cl064 ,Max Temp (F): !IIln Tem" (F): Specimen Size: Unit Weight (pcf): ASTM C138 Time Cast: 9:30 AM . "ddillves: ASTM Results Reported To: Compressive Strength Data ASTM 039 \)Iacf'd 4,000 , . Date: B,P, No,: P,O.No.: Cast By: 4501400278 Glenn Meek Field Test Data 4" 3/4" 5.-1% 52" 64" ~ 4x8 Curing Condltlons: ASTM Conlractor , ~ Lab Cure DlameterDr Cross Sect. Arctl Cylinder WT. Compo Strength Fracture Type ... Capping Method PlmensJDmz M~ Load (Iba.) Test TIme (days) (Inches) (s.l.) (Ibs,) (PSI) . C611 C1231 6 4.00 12,57 8,5 59,815 4,760 1 3:54 PM X 27 Cylinder No. Test Date 'Age (days) Field Cure (days) 7 1 28 1 2& 1 H 1 , 6 - Top fraclur~ (same as #5 but end of q.llnder, Is pOInted) , " R1;~7::~~y submitted, , PI ~a':..e'lfe Industries, Inc, dteven E. w'Wt "" Laboratory Supervisor These results relate only to the specific samples tested and may not be Indicative of other locations, This report cannot be reproduced, except In. full, without written permission by Professional Sef\(lce Industries, Inc, L...eo -I Information ",..,. .To Build On Englneel1ng. Consultllll1. 7l>stI"r>AIL Y FIELD REPORT Date Performed: October 29, 2009 Report Number: 722-90139-33 Client: International Paper Company Project Name: Rlverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 38101-1251 Project Location: ' 785 N 42nd Street Springfield. Oregon P.O,No.: 4501400278 Permit No.: Type of Structure: Weather: Overcast Type of Inspection: Sample Pickup Field Observations and Comments A PSI representative was on-site to pickup and deliver concrete cylinders to Springfield Lab. inspector: Devon Hovis CCB# 176269 If you have any questions regarding this report. please feel free to contact us at 541-746-9649, Respectfully Subm !ted, ~S:io(l1erviG lod, 'SIfr' Inc, U~-r \ if-- ' David Smith Branch Manager THIS REF'ORT IS PROVIDED FOR THE INFORMATION OF THE CUENT ONLY. THE REPRODUCTION OF THIS REPORT, BY ANY MEmOO, ANO ITS TRANSM/7TAL TOA THIRD PAR7Y; BY ANY MEANS, EXCEPT IN FULl, WITHOUT THCWR/TTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, lSPFfOHfSlTED, Professional SBfVlca Industrle., Inc. .1040-A Shelley Street. Springfield, OR 87477. Phone 5411746-1l649. Fax 641/74&-7163 '-/ ln~;lInformation ",..,. .To Build On Engineering' ConsuJUng. JlIst1nt>AIL Y FIELD REPORT Date Performed: October 27,2009 Report Number: 722-90139-32 Client: International Paper Company Project Name: Riverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 3811'1-1251 Project Location: 785 N 42nd Street Springfield, Oregon P,Q. No,: 4501400278 Permit No.: Type of Structure: Weather: Cloudy Type of Inspection: Reinforced Concrete ' Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: Inspected 24" wall reinforcing at the pump sump prior to placement of concrete, Contractor Installed the #5 slab dowels at the 477'elev, during the placement 01 concrete, Reinforcing steel was checked for grade, size, lap, placement, and clearances where applicable, Reinforcing steel was secured using tie wire and supported on spreader bar. Reinforcing steel was placed in accordance wnh lasl revisions dated 09-03-09. Performed visual inspection during placement of concrete in the locations listed above, Concrete was placed by boom pump and mechanically consolidated, Cast two (2) sets of four (4) (4x8) concrete tesl cylinders, Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings; specifications, and applicable workmanship provisions of the International Building Code, !)In" nf Matlu:lal ~ ~ Supplier Knife River Knife River Mix # 2440NE5200 2440NE5200 ~~ ~ ~ Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Glenn Meek Jr., ICC #5071538-49 CCB#,176269 42" 62' 8:50 AM 4,000 4 184 42' 62' 10:20 AM' 4000 4 184 If you have any Questions regarding this report, please feel free to contact us at 541-746-9649, \ DaVid Smlt Branch Manager 71-OS REPORT IS PROViDED FOR TJ-It: INFORMATION OF THE CUENT QNL Y. THE REPRODUCT1ON OF THIS REPORT,'BY ANYMETHOD, AN!> ITS 7flANSM17TAL ro A THiRD PARTY. BY ANY MEANS, EXCEPT IN FtJU.. WlTHOUTTHE 'HRJITEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, JS PROH/8fTED. Professional Selvlce Indualt1es, Inc.' lll4O-A Shelley Street. Springfield, OR 974n. Phone 5411745-9549 . Fax 541fl46.7163 / ~ ,... e;Z Injormation "".... .To Build On Engineering. Consulting. 1lmInflAIL Y FIELD REPORT Date Perfonned: October 26, 2009 Report Number: 722-90139-31 Client: International Paper Company Project Name: Rlverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 3810~-1251 Project Location: 785 N 42nd Street Springfield, Oregon P,O, No.: 4501400276 Penni! No.: Type of Structure: Weather: Cloudy Type of Inspection: Reinforcing Steel Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: Inspected the 2' wall reinforcing at the pump sump from 456' elev to 477' elev, Reinforcing steel was checked for grade, size, lap, placement and clearances where applicable. Reinforcirig steel was secured using tie wire and supported on spreader bar, Reinforcing steel was placed in accordance with ,latest revisions dated 09/03/09, Additional Comments: Contractor to wet set the #5 slab dowels per detail 3/5007 during the placement of concrete and requires inspectIon at that time. Contractor was asked \0 notify our office when additional services are needed. To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications, and applicable workmanship ~rovisions of the International BulldinQ_Code, Inspector: Glenn Meek Jr.. ICC# 5071536-49 CCB# 176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully SubmJ led, ofessional Sarvk , In~sWes, Inc. y. . \jt' Da Id mth \ ,,- Branch Manager THIS REPORT IS PROVIDED FOR THE INFORMA770N OF THE CUENTONLY. THE REPRODucnON OF THIS REPORT, BY ANY MffHOD, AND ITS TRANSMITTAL TO A THIRD r....." ............ ....:....;::-. ':::':'':'-~-.. ,~.:..--. ~..7'HeL; ,,~: ',',,-.,".-,-:: ,-;:.:tISSl~,..:..-.-........-~)3fe,JAi ~rOC,''''B;;;SrRlf:3, .'S:".'i9:;:fJfFEL. Professional Servlce Industrfes, Inc.. 104Q-A Shelley Street. Springfield, OR 97477. Phone 54-11746.9649. Fax 541n46-7163 '/ '" l ftl~;lInformation 1#''''. .m Build On ElIf1Ineerfng . Consulting. Testing DAILY FIELD REPORT Date Performed: October 21, 2009 Report Number: 722-90139-29 Client: Intematlonal Paper Company Project Name: Riverwalk Intake & Fish Screen PO Box 1251 , Memphis, TN 3810'1-1251 Project Location: 785 N 42nd Street Springfield, Oregon P.O. No.: 4501400278 Permit No.: Type of Structure: Weather: Cloudy with Showers Type of Inspection: Reinforced Concrete Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: Inspected the MCC building roof reinforcing prior to placement of concrete. Reinforcing steel was checked 'for grade, size, lap, placement, and clearances, woere applicable, Reinforcing steel was secured using tie wire and supported on concrete dobie blocks, Reinforcing steel was placed in accordance with last revisions dated 08-12-08, Performed visual ,inspection during placement of concrete in the iocations listed above, Concrete was placed by boom pump ,and mechanically consolidated, Cast one (1) set offour (4) (4xB) concrete test cylinders, Contractor was asked to notify our office when additional services are needed, Type of Material Supplier Mix # Slump Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Glenn Meek Jr" ICC #5071538-49 CCB# 176269 Set #1 Knife River 2440N17200 4" 5,1% 52" 64" 9:30 AM 4,000 4 7 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, , THIS REPORT IS _WED roBIHE INFORMATION OF THEillENT ONL ~ TtIO REPRQDUCTlPN PEo""'J"'EORIL BY IV"""""",, !Jt'u7lFax, ,__""'" fAI- TO A IHIHiJ . ...r01e.8SIDnBl tiervlce lnaustrtes, Inc.. lU40-A ~nelley ::itree1. ~rlngT1ela.lIH 97477. Pllcne 541/746-9649. 541/746-7163 _ PARTY. BY ANY MEANS, EXCEPT IN FULL. WITHOUT THE WRl7TEN PERMISSION OF PROFESSIONAL SERVIce INDUSTRlES, IS PROHIBITED. I ______ 1/ l"~.,' 'Information ",..". .10 Build On Eng;, .. .:.... . Consulllng . 7l3sting DAILY FIELD REPORT Date Performed: October 21 , 2009 Report Number. 722-90139-28 , , Client: International Paper Company Project Name: Riverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 38101-1251 Project Location: 785 N 42nd Street Springfield, Oregon Contractor: Greer)berry P,Q.No: 4501400278 Fabricator: Greenberry 'Shopl Field: Field Type of Inspection: Welding Inspection Weather: Rain Field Observations and Comments Performed periodic visual Inspection of the following items: MMC building roof deck puddle welds and button punch, Weldments were inspected for size, length, profile and locations, To the best of our knowledge, the work Inspected is in conformance with aporoved drawinos. soecifications and applicable D1,1 codes, Inspector: David Smith, Certification #0877340-85 I CBB #176269 If you have a questions regarding this report, please feel free to contact us at 541-746-9649. THIS REPORT IS PROVIDED FOR THE 1NfOffMATlON OF THE CLJENT ONLY. THE REPRODUCnON OF THIS REPORT. BY ANYMETHOD, AND ITS TRANSMITTAL roA THJRD .....'~-.,...'-.........-..I:A.'ff3. SfeEPr .WFr:Jl::t;-Wf'fHBtff"fH[ ~.'RlffEhF'ERlII,33J6.\ :'.- .-.~:',-::SSS6:-M:L SER\'lSC INSLl5mlCS, 'S f'Rf)f"B~ :~ Professional Service Industries, Inc.. 104G-A Shelley Street. Sprlngfleld, OR 974n. Phone 641fl46.9649. Fu541"46-7163 ---/. l,,~.'Iriformation "..,. .10 Build On Engineering. Consulflng . ~ , DAILY FIELD REPORT Date Performed: October,20, 2009 Report Number: 722-90139-27 Client: International Paper Company Project Name: Rlverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 381 d1-1251 Project Location: 785 N 42nd, Street Springfield, Oregon P,O, No,: 4501400278 Permit No.: Type of Structure: Weather: Overcast Type of Inspection: Epoxy Field Observations and Comments Performed continuous inpsectlon during the installation of: 518" and 314' all thread epoxy anchored bolts In the foilowingl locations: MCC building canopies to cmu wails 4 each at 4 locations and 518' at interior c-channels at beam to wall connections 2 each at 8 locations, Prior to installation the predrilled holes were cleaned using a nylon brush and compressed air, Verified minimum embedment depth of 5 inches 'for all anchors, The above tisted epoxy anchors were instailed using Hy 150 epoxy. Contractor stated thenuls would be tightened after the epoxy has cured, The epoxy anchors were installed In accordance with approved job-site plans and manufacturer's directions, Contractor was asked to notify our office when additional services are needed, To the best.o! our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications, and applicable workmanship . provisions of the International Building Code, Inspector: David F. Smith, ICC# 08773411-88 CCB# 176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, RN_~ s~~~ .~~Sjo~e, ce Int{LS, Inc, ~ . Branch Manager THIS REPORT IS PROVIDED FOR THE INFORMAnON OF THE CUENTONL.Y. mE REPRODUCTION OF THIS REPORT. BY ANYMETHOD, ANO fTS TRANSUfrrAL TDA THiRD 'PARTY. BY AN'fMEANS. EXCEPT IN J=UU... WITHOUT THE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. Professfonal Servlca fndustrJ91l, Inc,. l040,A Shelley Stroet. Springfield, OR 97477' Phcna 541n46-9649' Fax 541n46-7163 ,-..6. 'Information """'.'7bBuild On E 'I'.I~I ,",' ~ '. I, ,I ",IJI . C'~f rrlA.. .. "'-&.. Client: Address: International Paper Company PO Box 1251 Memphis, TN 38101-1251 Project No,: 722-90139-26 . Proj, Name: Riverwalk Intake & Fish Screerj Location: 785 N 42nd Street Springfield. Oregon SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax November g, 2009 CCBII176269' COMPRESSION REPORT Date: B,P,.No,: P,O.No,: Cast By: 4501400278 Glenn Meek load: Total: Supplier: Knife River Yerdaga 2/61/2 16 Slump (In,): ASTMC143 Max. Aggr: Size: A(r Co-ntent: AS7M C231 Air Temperature (Fl: Material Temp. (Fl: ASTM CIOB4 Max Temp (F): ;Mln TamD (.Fl: Specimen stze: Unit Weight (pcf): ASTM C13e Time Cast: 4:10 PM "ddltlves: ASTM Results Reported To: ,Field Test Data 41/2' 3/4" 5.6% 64" 72" . ,Placem.ent Data: MaUlrJal: Concrete 24" wail/pipe coliar at the northwest comer of pump sump to 9' 10' in height , Location Sampled At: Same as above from 4' to 6' Date Cast: 10/08/09 D.te Rec'd: 10/09/09 'TIcket No.: IMIX No.: Weather, 3444143 2440N17200 Clear 4x8 C';'rlng Conditions: ASTM Contractor Desi~n Stren!'lth hisl\; reauired 4,000 Compressive Strength Data ASTM C39 olaced 4 000 I P.' 10/15/2009 11/512009 DIameter or CI'O$S Sect Ar Cylinder WT. comJl~~~ength Fracture Type 111< cap~lng .Method Dimensions Max. Load (Ibs.) Test Time (InChes) , (sJ.) (Ibs.) C617 C1131 4.01 12.63 8.2 45,175 3,580 3 11:26 AM X 3.99 12,51 8.2 57,990 4,640 3 8:40 AM X 4.00 12.57 8,2 60,025 4,780 3 8:45 AM X 09-2169 09-2170 Age (d'!IYs) Field Cure (days) 7 1 28 1 28 1 H 1 . Lab Cure (days) Cylinder No. Test Date 6 27 5 - Side fr~c~UreS_[8t top ,Of ~.t.Clm) Q.- Jop.rracwres (same as #5 nut enci of cyItnderls pOinted) 'i R~J~:~~Y ~~J::ed, Pr ~f:,/::;,"lndUStrles. Inc. teven E, Wilder Laboratory Supervisor These results relate only to the specific samples tested and may not be indicative of other locations, This re'port cannot be reproduced, except In full, wlthout written permission by Professional Service Industries, Inc, ' -~ ' l)f'l} ~ ;ZInformation ".,. .To Build On ~"' "rfng. Consulting 'llIst1ftbAIL Y FIELD REPORT Date Performed: October 8, 2009 Report Number: 722-90139-23 Client: International Paper Company Project Name: R1verwalk !ntake & Fish Screen POBox 1251 Memphis, TN 38161-1251 Project Location: 785 N 42nd Street Springfield, Oregon P.Q,No.: 4501400278 Permit No.: Type of Structure: Weather: Clear, "Type of Inspection: Reinforced Concrete Field Observations and Comments Performed visual Inspection of reinforcing steel at the following locations: Inspected the 24" walVplpe collar reinforcing at the north west comer of the pump sump prior to placement of concrete. Reinforcing steel was checked for grade, size, lap, placement, and clearances where applicable. Reinforcing steel was secured using tie wire and supported plastic chairs, Reinforcing steel was placed!n accordance wllh lasl revisions dated 08-31-09, Performed visual inspection during placement of concrete in the 1008lions listed above, Concrete was placed by boom pump and mechanically consolidated, Cast one (1) set of four (4) (4x8) concrete test cylinders, Contractor was asked to notify our office when additional services are needed, ' Type of Material Set #1 Supplier Knife River Mix# 2440N17200 Slump 4 1/2" Air Conlent 5,6% Ambient Temperature 64' Material Temperature 72' Time Placed 4:10 PM Design Strength (psi) , 4,000 Number of Samples 4 Total Yardaqe Placed ' 18 'Inspector: Glenn Meek Jr.,ICC#5071538-49 CCB# 176269 If you have any q 'ons regarding this report. please feel free 10 oon1ac1 us at 541-746-9649, Respectfully Su , ~s/o~el J~-b David Smith Branch Manager THIS /lOrv"" ,o"?l'~~~b.'.a s1'"jf'd6'fn~~Cfe'.~rn~,,:,~c?ftMisy"1l\='?fp'ifnlJl?~f.Fd/l'afffl'!'Wo';,~'<<}?'.lg'g~<<~ ~T~i?WA'&P A THIRD PAHTY, BY Af'IY MEANS, EXCEPT IN FUu.. WITHOUT THE WRfTTEN PERAfISSlON OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBITED. ...-- lra~;lInfonnation "..,. .ToBuildOn Engineering. Consulting. 1l!sfing DAILY FIELD REPORT Date Performed: October 6, 2009 Report Number: 722-90139-21 Client: International' Paper Company Project Name: Rlverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 381d1-1251 Project Location: 785 N 42nd Street Springfield. Oregon P,Q,No,; 4501400278 Permit No.: Type of Structure: Weather: Clear Type of Inspection: Masonry Field Observations and Comments Performed visuai inspection of reinforcing steel and anchor bolts at the following locations: MCC building 8" cmu full height. Reinforolng steel was ohecked for grade, size, lap, placement, and clearances where applicable, Reinforcing steel was secured using tie wire, Reinforcing steel was placed in accordance with approved design drawings and specifications, All cells were relatively clean and mortar projections are within the limits of the International Building Code, Performed visual inspection during placement of grout in the locations listed above. Grout was placed by pump and mechanically consolidated, Cast one (1) set of two (2) sold test prisms, Additional Comments: Clean-outs provided all loose debris removed. Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected above was in accordance with the building department approved design drawings, specifications. and applicable workmanship provisions of the International Building Code, Type of Material Prisms Supplier Knife River Mid 247KG3ROOO Slump 9" Air Content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yarda!le Placed Inspector: David F, Smith, ICC 110877340-85 CCB# 176269 65' 67' 11:45 AM 8'm 1500 2(8x8x16) 12,5 If you have any q estionsregardlng this repoit, please feel free tocohtact us at 541-746-9649, Respectfully Sub TIBSSlonBI Se t rl IA,a, d~~L ~ Branch Manager ies,lnc, THIS REPORT IS PROVIDED FOR rHE.IN~RMATlON OF THE CUENTONL. Y. THE REPROOUCnON OF THJS REPORT, BY ANY METHOO, AND "8 TRANSMtrrAL TO A THIRD PARTY; BY ANYMEA.NS. EXCEPT IN FULl., WITHOUT THE wRlTTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. IS PROHIBITED. Professional Service Industries, Inc.' 1040aA Shelley Street. Springfield, OR 97477' Phone541n~9649' Fax5411746~71a3 /'" l...~ ;1 Injo111Ultion I"oi1f1. '.1b Build On linglneerlng . Consultfng . 7lJst1ng DAILY FIELD REPORT Field Observations and Comments Performed visual inspection of reinforcing steel and embeds at the following locations: footing/slab on grade reinforcing at the pump sump prior to placement of concrete, Reinforcing steel was checked for grade, size, lap, placement, and clearances where applicable, Reinforcing steel was secured' using tie wire and supported on concrete dobie. blocks. Reinforcing sleel was placed In accordance with last revisions dated 08-31-09, Performed visual inspection during placement of concrete in, the locations listed above, Concrete was placed by boom pump and mechanically consolidated, Cast one (1) set of four (4) (4x8) concrete test cylinders. Contractor was asked to notify our office when additional services are needed. Type of Material Supplier Mix # Slump Air .content Ambient Temperature Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardage Placed Inspector: Glenn Meek Jr.,ICC #5071538-49 CCB# 176269 smJt1. Knife River 40NE5200 31/2" 1,9% 64' 67' 3:00 PM 4,000 4 72 If you have any questions regarding this report, please feel free to contact uS,at 541-746-9649, Respectfully SUb. mi~d'" . ~Siona/ /e /ndu '8 Ine, t . ( D Ji:lSmlth Branch Manager THIS REPORT IS PROVIDED FOR THE JNFORMAOON OF THE WENT ONLY; THE REPRODUCTION OF rnJS REPORT, BY ANY METHOD,.AND ITS TRANSMfITAL TO A THlIW PARrY. BY AWl MEANS. EXCEPT IN FULL WfTI.,JDl./T THE WRrTTEN PERNISSION O~ PRQ;;PSSJONAL SERV/Ci; JNDI./STfllFS. I.r; AAQH/8/TED. Professional Service' Industries. loc.. 104Q.A Shelley Street. Springfleld,OR 97477. Phone 541/746-9649. Fax 541/746-7163 ./ ,- '.' lpsllfo~:::id~ 1I!n8.. I, ,.111. C. fI.n-.... . n~..... Client: Address: International Paper Company PO Box 1251 M<3mphis, TN 38101-1251 Placement Data: Pump sump slab on gradelfooting COMPRESSION REPORT SPRINGFIELD OFFICE 1040 . A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 30,2009 CC8#176269 Project No,: 722-90139-18 Pro), Name: Rlverwalk Intake & Fish Screen Location: 785 N 42nd Street Springfield, Oregon Date: B,P.No,: P,Q, No.: Cast By: 4501400278 Glenn Meek Yardage 5/8 72 Slump IIn.}: ASTM C143 Max. Aggr. Size: Air Content: AS7M C231 ~Ir Temperature (F): Material Temp, (F): AS1M C1064 Max Temp (F): Min Temp (F\: SpeclmenSlz:e: Unit Weight (pel): ASTMC138 nme Ce.t: 3:00 PM ';'ddlUve.: ASTM , R.esults Reported To; Field Test Data 31/2" 3/4" 1,9% 64" 67" Material: Concrete Location Sampled At: Pump station at middle 1/3 Oate Ca.t: 10/01/09 Date Ree'd: 10(02/09 :Tlcket No.: IMIX No.: Weather: 3460725 40NE5200 Clear Deslqn Strenllth (DSi): .....1, - Cone (both enclsf 2 - COneNertlcaJ Cra(;~s (one end) 3 - co'[umnar Remarks: cc: . Cylinder No. 09-2092 09-2093 09-2094 09-2095 reaulred 4,000 Test Date Age (days) FIeld Cure' (days) ,7 1 28 1 28 1 H 1 Lab Cure (days) 4x8 Load: Tota.: Supplier: Knife River Curlng.CondltJons: ASTM 10/8/2009 10/29/2009 10/29/2009 Hoid Contractor , Compressive Strength Data ASTM C39 Dlaced 4,000 Diameter Dr Dimensions (Inches) Cross Sect Arel! Cylinder WT. (s,l.) (Ibs,) Max. Load (Ibs.) com:i~i,enlJt!t Fracture Type'" Test TIme Clipping Method cat7 C123t 8,6 61,770 4,940 1 4:07 PM X 8,6 85,420 6.800 2 2:26 PM X 8.6 83,995 6,680 5 2:30 PM X 6 27 27 H 3,99 12.51 4,00 12.57 12.57 I . 4 - Diagonal w. no cracking at ~nds 4,00 5 - Side frac.w:es (at top rJf bo.tom) "6 - Tgp ~ctl,l!'~(same 36#5 but end of cyUnderis p~inted) RE ~rsro~~ submitted, , 'pr ~~~/ndustries, /nc, steven E. Wilder ' Laboratory Supervisor These results relate only to the specific samples tested and may not be indicative of other locations. This report cannot be reproduced, except In full, without written permission bv Professional Service Industries. Inc, '" , p~.'Information 'J , "'.IToBuildOn JI!'iJs: " .11' ,j" ',. . ~ 1116.. . ...,. --... Client: Address; International Paper Company PO Box 1251 Memphis, TN 38101-1251 Project No,: 722.90139-17 Proj. Name: Riverwalk Intake & Fish Screen Location: 785N 42nd Street Sprlngfield, Oregon SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 26, 2009 006#176269 COMPRESSION REPORT Date: B,P,No,: P,O, No,: Cast By: 4501400278 Glenn Meek Overcast " Load: Total: Supplier: Knife River Yardage 2/6 13 , Slump (In,): 'AS1M CI43 Max, Aggr, Sb:e: .A.I.. Content: ASTM C231 AJr Temperature (F): Materral Temp. (F): ASTM C1064 Max Temp IF): Min Temp (F): SpecImen Size: Unit Weight (pet): AS1M C138 TIme Cast: 12:45 PM A.ddIUves: ASTM Results Reported To: Field Test Data 31/4" 3/4" 2.2% 61. 73" - Placement Data: Footing - Pull Box Material; Concrete Location Sampled At: Same as above Date Cast: 09/28/0R Ticket No,: IMix No,: - 3443801 40NE5200 4x8 I~~!~ !'-ec'd: Weather: 09129/09 Curing CondItIons: }\~IM Oesifln Strenflt,~, (psi): required 4,000 Compressive Strength Data ASTM C39 placed 4.000 Dale with Greenbeny " CyUnder No-, Test Date Age (days) Field Cure ~daY9) Lab Cure (days) mamater or Dimensions (Inches) Cross Sect Are: Cylinder WT. (.,1.) (Ibs,) Comp. Strength Max. Load (Ibs.) (psl).. Fracture Type Test TIme Capping Method 09-2047 09-2048 10/5/2009 10/26/2009 I 10/26/2009 L Hold I 7 C617 C1231 8,6 54.810 4,380 2 3:59 PM X 8,6 78,090 6,210 3 2:38 PM X 8,6 77.970 6,230 3 2:40 PM X 1 6 3.99 12,51 27 4,00 12,57 27 3.99 I 12.51 H \ 3 - Columnar 4 - DIagonal wIno cracklng'atends 5 - Side fractures (at top o( bottom) B - Top fractures (same as #5 but end of cylinder Is pointed} R ectfully submitted, P ssiona/ Sfllice Industries, Inc, f dII '-\ teven E. Wilder Laboratory Supervisor I I I .... 1 - Cone {bolli ends} Remarks: . cc: 09-2049 09-2050 I 28 I H \ 2 - GoneNertJcalCracks {one end) 1 28 1 1 These results relate only to the specific sampies tested and may not be indicative of other locations, This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc. . ".. '~.J Information ,fp~~1/f I.Ib Build On .'.,JI'...'....1 ""'J . ~ rl6...on .11.... Client: Address: International Paper Company PO Box 1251 'Memphis, TN 38101-1251 Project No,: 722-90139-16 Proj, Name: Riverwalk Intake & Fish Screen Location: 785 N 42nd Street Springfield, Oregon SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 23, 2009 CCB#176269 COMPRESSION REPORT Date: B,P.No,: P.O,No,: Cast By: 4501400278 Glenn Meek/Anthony Deluca Overcast Yardage Load: 1 Tolal: 50112 ISU,PPlfer: Knife River 'Slump (In.): ASTM C143 Max. Aggr, Size: ;\ir Content: ASm C231 Il.lr Temperalure (F): Malerlal Temp, (F): ASTM Cl064 Max Temo (F): !IIln Temp (F): ~peclmen Size: Unit Weight (pcl): ASTM C13B Time Cast: 11 :05 AM A.ddrtlves: Air, Fibers Results Reported To: Field Test Data 53/4" 3/4" 6..1% 60" 71" Placement Data: 'MCC building fooling/slab on grade "Malerlal: Concrete Location Sampled At: Northwest portion of slab ;Oat. Cast: 09/24/09 f1cket No.: /MiX No.: 3460555 2440N17200 ..,. 4x8 Date Rec'd: 09/25109 Weather. CurJng ConditJons: ASTM Dale with GreEmberry . Desh:," StrenQth (p51l: reouired 4,000 Compressive Strength Data ASTM C39 r:llacfld 4 000 _I, 11_ I I.. Cylinder No. Test Date Age (days) Field Cure (days) Ll!!lb Cure Diameter or (days) Dlmensloh$ (Inches) 6' 3.99 27 4.00 Cross Sect Aref CyflnderWT. Max. Load (Ibs.) Compo Strength Fracture Type" Test nme (s.1.) (Ibs,) (PSI), Capping Method 09-2007 ,10/1/2009 7 1 I 12.51 0.9-2008 10/22/2009 28 1 I 12,57 09-2009 I 10/22(2009 28 1'1 27 4,00 I 12.57 ,09-2010 I, Hold H 1 I H \ , '"1 - Cone (bolhends) 2 - ConeNertical Cracks (one end) 3 - C~umnar . 4 _ Diagonal wIno cracking at ends Remarks: cc: C617 C1231. 8.1 49,280 3,940 2 3:07 PM X 8,1 59,900 4,770 2 2:53 PM X 8,2 60,060 4,780 4 2:58 PM X -.. ~ 5 - SIde frae UTes (allop of be lorn) 6 -Top fr iclures (~me as #5 but end of cyUnder Is pOinted) . , - R~ !fully submitted, ' , PI r siona/1It.:uSlrieS' Inc. ,v'vVti Steven E. Wilder Laboratory Supervisor These results relate only to the specific samples tested and may not be indicative of other locations. Thls'report cannot be reproduced, except in full, without written permission by Professional Service Industries, fnc, JQ '.."" -ZInrfivrmatio. n .. <<:!!'. . ...-.... 7b Build On 1l!I!ntiI~..., " ,,"PI&'. ... ""'"IIIliIfIrIfJ. 'Jr,. ",.,j".1 Client: Address: International Paper Company PO Box 1251 Memphis, TN 38101-1251 COMPRESSION REPORT SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 23, 2009 CCB#176269 Project No.: 722-90139-15 Proj, Name: Riverwalk Intake & Fish Screen Location: 785 N 42nd Street Springfield, Oregon Placement Data:' 'Material: Concrete Pipe bridge south side pedistals and north side foundation and padistals Location Sampled At: -North foundation Date Cast: 09/23/09 ncket No.: IMix No.: 34436752440N17200 , Date Rec'd: 09/24109 Weather: Clear Design StrenQth ID511: required 4,000 Cylinder No. Field Cure. (days) . Lab Cure (days) Test Date Age (days) 09-2003 9/30/2009 7 1 q,9-2004 9/30/2009 7 1 09..2005 10/21/2009 28 1 09.2006 10/21/2009 28 6 6 27 27 3 ~"Coluinnar - t - Cone {both ends) Remarks: cc: . . l, . 2- ConeJVertical Cra(..(s (one end) koad: Total: Supplier; Knife River Slump (In,): ASTM CI43 Max, Aggr, Size: .A.lr Content: Asrn C231 Air Temperature (F): 'Material Temp, (F): ASTM ClaB4 Max Temp IF): ,Mln Temo (,Fl: Specimen Size: Unit Weight (pet): ASTM C13B nme Cast: 3:30 PM , Additives: ~ Results Reported To: Date: B.P,No,: P,O, No,: Cast By: 4501400278 David Smith Field Test Data 41/4" 3/4" 4.5% 85" 72" ~ Yardage 1 91/2 Compressive Strength Data ASTMC39 olaced 4,000 , . Diameter or Dimensions (Inches) Cross Sect. AreE Cylinder WT. (s.l.) (Ibs.) Max. Lead (Ibs.'. CO"!lp. Strength FrBCture Type" Test TIme (psI) , C617 C12J1 3.99 3.99 4,00 3,99 , I 4 - Diagonal wIno cracking a[ ends 12.51 8.4 56,910 12.51 8,3 55,810 12.57 8,4 70,815 12,51 8.4 71,200 5 - Side frac ures (a.t~~p orb( :tom) 4x8 Curing Condltlons: ASTM Contractor CappIng Me(hod 4,710 4,460 3 6 1:45PM 1:49PM x X 5,630 2 3:47 PM X 5,690 2 3:51 PM X 6 -Top fr .elures (same as #5 but end of cylinder Is pointed) . Rf-flfUIIY submit1ed, ' Pr r;a~/Jtc:.UsU/es, Inc, Seven E. Wilder , Laboratory Supervisor These results relate only to ttie specific samples tested and may not be indicative of other locations, This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc, ,...,/ , II'tI ~;z Information I,"'~. .1b Build On Engineering. CDnsullIng , llIst1n'bAIL Y FIELD REPORT Date Performed: September 28, 2009 Report Number: 722-90139-13 Client: International Paper Company Project Name: Rlverwalk Intakl> & Fish Screen PO Box 1251' Memphis, TN 38101-1251 Project Location: 785 N 42nd Slreet Springfield, Oregon P.Q,No.: 4501400278 Permit No,: Type of Structure: Weather: Overcast Type of Inspection: Reinforced Concrete Field Observations and Comments 'Performed visuai inspection of reinforcing steel at the following locations: Inspected the pull box footing reinforcing prior to placement of concrete. Reinforcing steel was checked for grade, size, lap, placement, and clearances where applicable, Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with last revisions dated 07-17"()9, Performed visual inspection during placement of concrete In the locations listed above, Concrete was placed by mixer chutes and mechanically consolidated, Cast one (1) set of four (4) (4x8) concrete test cylinders, Contractor was asked to notify our office when additional services are needed. To the best of our knowledge, the work Inspected above was in accordance with the building department approved design drawings, specifications, and applicable workmanship provisions of the International Building Code, Tv"", of ~ Set #1 Supplier Knife River Mix # 2440NE5200 Slump 3 114" Air Content 2.2% Ambient Temperature 61' Material T emperaturl> 73' Time Placed 5:45 PM Design Strength (psi) 4,000 Number of Samples ' 4 Total YardaQe Placed 13 Inspector: Glenn Meek Jr., ICC# 5071538-49 CCB# 176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, . , David Smith Branch Manager THIS REPORT J5 PROYJDED FOR THE. /NFORMAT10N OF THE C;UENTONL Y. THE REPRODUCTION OF THlS REPORT, BY ANYMETHOD. AND ITS TRANSAf.rrTAL TO A THIRD r~1T'{I I. pt 1'11_' M~'V", ~~llfWru/....l..o rrllnUUj 'MC WHII ICNJ"'l;:.rUIII/::'""UtvUr-/"''''LWt:;i:>;:;;lUrtAL i;)~VJ(.;tiflUJlJ;:'II'CIt=i:>, 1i>rn.l..JrlIUlICU. Professional Service lndustrles. Inc. . m4o-A Shelley Street. Springfield, OR _974n. Phone 541.fl46-964Q. Fax 541n48-7163 -/ l"'~;lInfonnation I""'!'- .To Build On Engineering. ConsultIng . no-tAllY FIELD REPORT Date Performed: September 24, 2009 Report Number: 722:90139-11- Client: International Paper Company Project Name: Riverwalk Intake & Fish Screen PO Box 1251 Memphis, TN.38101-1251 Project Location: 785 N 42nd Street Springfield, Oregon P.O, No.: 4501400278 Permit No.: Type of Structure: Weather: Foggy Type of Inspection: Reinforced Concrete Field Observations and Comments Performed visual inspection of reinforcing steel and embeds at the following locations: Inspected slab on grade/footing at MCC Bldg prior to placement of concrete. Relnforclng,steel was checked for grade, size, lap, placement. and clearances where applicable, Reinforcing steel was secured using tie wire and supported on concrete dobie blocks. Reinforcing steel was placed in accordance with last revisions dated 08-05-08, Performed visual inspection during placement 01 concrete in the locations listed above, Concrete was placed by boom pump and mechanically consolidated, Cast one (1) set offour (4) (4x8) concrete test cylinders. Additional comments: verified mix design, Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected above was In accordance with the bUilding department approved design drawings, specifications, and applicable workmanship provisions of the International Building Code, Tyoe of Material S!lt.1t1. Supplier Knife River Mix # 2440N17200 Slump 5 3/4" Air Content 6,1 % Ambient Temperature 60' Material Temperature 71' Time Placed 10:40 AM Design Strength (psi) 4.000 Number of Samples 4 Total Yardaoe Placed 55.50 inspector: Glenn Meek Jr., ICC# 5071538-49/Anthony Deluca CCB# 176269 sUons regarding this report. please feel free to contact us at 541-746-9649. THlSRS,.....". ....,..""''''....~.-''''' ",,;;.........,"-',,v,,,..... UM.;; "":'<:JU ,-"v..I. ,,-o<;;n=-nv,",,,..llv''''''r .,.."...ru;r-"'r\I, <:'>1 ,...,., ...&;1/1VV.....'...."~ ,..............." ,........ ,....... ,.-""~. ..k~~~~J1?~~~~M'ilj!o~I~N...!?t6N.lB/i,iJ~es:~hWil163 7" ,n~;lInformation "1'''. .10 Build On Engineering. Consulflng. 7lmi"bAIL Y FIELD REPORT Date Penormed: September 23,2009 ' Report Number: 722-90139-10 Client: Internationa! Paper Company Project Name: Rlverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 38101-1251 Project Location: 785 N 42nd Street Springfield, Oregon P.O. No,: 4501400278 Permit No.: Type of Structure: Weather: Clear Type of Inspection: Reinforcing Steel and Reinforced Concrete Field Observations and Comments Performed visual inspection of reinforcing steel and anchor bolts at the follOWing locations: Pipe bridge souths ide' pedistal and north side foundation and pedislal. Reinforcing steel was checked for grade. size, lap, placement, and clearances where applicable, Reinforcing steei was secured using tie wire and supported on concrete dobie blocks, Reinforcing steel was placed in accordance with design drawings and specifications, Performed visual inspection during placement of concrete in the locations listed above, Concrete was placed by truck chute and mechanically consolidated, Cast one (1) set of four (4) (4x8) concrete test cylinders, Contractor was asked to notify our office when additional services are needed, To the best of our knowledge, the work inspected above was in accordance with the building department approved' design drawings, specifications, and applicable workmanship provisions of the International Building Code, Type of Material Supplier Mix # Slump Air Content Ambient Temperature , Material Temperature Time Placed Design Strength (psi) Number of Samples ' Total Yardaqe Placed Inspector: David F. Smith, ICC#0877340-85 CCB# 176269 Set #1 Knife River 2440N17200 41/4" 4,5% 85' 72' 3:30 PM 4,000' 4 (4x8) 9,5 If you have any questions regarding this report, please feel free to conlact us at 541-746-9649, . Respectfully S. ubmlf~:,,,",,,,.(l , 00~~:F;om'lnc, D[,~h . Branch Manager TH/~ REPO~T IS PROVIDED FOR THE INFORMATION OF THE CLIENT ONLY, THE REPRODUCnON OF THJS REPORT. BY IWY METHOD, AND ITS TRANSMITTAl. TO A THIRD PARTY, BY ANY MEANS,'EXCEPT IN FULL. WfT1fOilTTHE WRITTEN PERMISSION OF PROFESSIONAL SERVICE JNDUS1R1ES. IS PROHIBITED. Professional Service Industries, Inc. .1040-A Shetley Street. SprIngfield, OR 97477. Phone 5411746.9649. Fax 541n46-7163 . j...' "'$i[ Inj'ormation I.'P,.., 7bBuild On ....... ".',1, ,,,.. . 0'011 rr -aI... . 'I1J II... Client: Address: COMPRESSION REPORT International Paper Company PO Box 1251 Memphis, TN 38101-1251 Placement Data: South pipe bridge footing Material: Concrete SPRINGFIELD OFFICE 1040 - A Shelley Street Springfield, Oregon 97477 (541)746-9649 - (541)746-7163 fax October 16, 2009 CC6#176269 Project No,: 722-90139-9 Proj. Name: Riverwalk Intake & Fish Screen Location: 785 N 42nd-Street Springfield, Oregon 09/17/09 Date Rec'd: IMIX No.: Weather: 2440NE5200 Yardage Load: 1 Total: 10 ISUPPIi~~~ife R;V:--- 09/18/09 Clear "Slump (In,): ASTM C143 Max. Aggr. Size: .6Jr Content: ASTM C231 ~r Temperature (F): Malerlal Temp. (F): AS7M C1064 Max Temp (F): ,Mln TemD !Fl: Specimen Siz,,: Unit Weight (pcf): Asm C138 ,Time Cast: A.ddiUves: Results Reoorted To: _'.1 Compressive Strength Data ASTM C39 "hced Desh'!n Stren!lth (psil: CyUnder No. Test Da(e 09-1926 9/24/2009 I ..09-1927 9/24/2009 I 09-1928 10/15/2009 I 09-1929 10/15/2009 I location Sampled At: Same Date Cast: ncket No.: 3443485 reauired 4000 FIeld Cure Lab Cure Diameter or Age (daysI (days) (days) DImensions (Inches) 7 1 6 4,00 7 1 6 4,00 28 1 27 4,00 28 1 27 4,00 Cross SecL Are:;; (s.l,) 12,57 12,57 12,57 Cylinder WT. (Ibs.) Date: B.P,No,: P.O. No.: Cast By: 4501400278 David Smith Field Test Data ,Curing Conditions: Compo Strength ~ Max. Load (Ibs.) (psi} . Fracture T~p. Testllme Capping Method 8,5 8,6 8,6 64,625 61,305 76,155 CGt7 C1231 5,140 3 9:27 AM X 4,880 5 9:32 AM X 6,058 3 3:35 PM X 6,400 2 3:40 PM X 12,57 8,6 80,450 .... 1- Cone (both ends) 2':" ConeNerticalCracks (one encJ)-3 - COlumnar. 4. Diagonal wino cracking alencJs 5 -"Side fraClU~S (at top of bottom) Remarks: cc: 6~ Top.tractures (same as #5 but end of cylinder Is pointed) R::iJ:ktfullY submitted, Po fJ siona;;1le /nd:stries, Inc. S{eiie E. Wilder ' Laboratory Supervisor These results relate only to the specific samples tested and may nol be indicative of other locations, This report cannot be reproduced, except in full, without written permission by Professional Service Industries, Inc, ;7' l"~;lInformation , ",.... .To Build On Engln9e1fng . ConsulUng . Testing DAILY FIELD REPORT Date Performed: September 21, 2009 Report Number: 722-90139-8 Client: ' International Paper Company Project Name: Rlverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 38101-1251 Project Location: 785 N 42nd Street Springfield, Oregon Contractor: Greenberry P,O:No: 4501400278 Fabricator: Greenberry Shopl Field: Field Type of Inspection: Welding Weather: Clear Field Observations and Comments Performed continuous visual inspection of the following items: north pipe bridge support #8 rebar to driver piles. Fit-up of weld joints were inspected for workmanship, In-progress welding was .monitored to the erectors SMAW welding procedure specifications, Weldments were inspected for size, length, profile and locations, To the best of our knowledge, the work inspected is in conformance.with approved drawings, specifications and applicable D1,1 codes, Inspector: David Smith, Certification #0877340-85 CBB #176269 If you have any questions regarding this report, please feel free to contact us:at 541-746-9649. Respectfully Sub illed, nss/onal s: .ce Ini.Q:.es. Inc, David riJ: Branch Manager .TH/S REPOHT J5 PROVIDED FOR THE INFORMATION OF THE CUENTONL Y. THE REPRODUCTION OF THIS REPORT. BY ANY MCTHOD, AND ITS TRANSMrrTAL TO A THIRD PARTY. BY ANY MEANS FXCtiPT IN FULL INTTHOI rr THF ~tTTt:1.J PE;RMIr::r::IOr.! m= PRl'l~~~Jnf.JAI ~~RV/N: J/>Jnlf!:m:ll~q; I!C: AAflJ./IRlTTm Professional SaNiee Industri~s. Inc. -1040-A Shelley Street- Springfield, OR 974n. Phone 541n46-9649. ~ 641!746.7163 / ll1'tl~;lInformation , . ,.,.... .To Build On Engineering 0 Consu/lfng o1'l>sfi'5AIL Y FIELD REPORT Date Perfonned: September 17, 2009 Report Number: 722-90139-6 Client: International Paper Company Project Name: Riverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 38101-1251 Project Location: 785 N 42nd Street Springfield, Oregon P.O. No.: 4501400278 Pennlt No,: Type of Structure: Weather: Clear Type of Inspection: Reinforcing Steel Field Observations and Comments Performed visual inspection of reinforcing steel at the following locations: south pipe bridge support footing, Reinforcing steel was checked for grade, size, lap, placement aRd clearances where applicable. Reinforcing steel was secured using tie wire and supported on concrete dobie blocks, Reinforcing steel was placed in accordance with design drawings and specifications dated June 11, 2009, Performed visual inspection during placement of concrete in the locations listed above, Concrete was placed by truck chute and mechanically consolidated, Cast one (1) set of four (4) (4x8) concrete test cylinders, Contractor was asked to notify our office when additional services are needed, To the best of our knowiedge, the work Inspected above was in accordance with the building ,department. approved design drawings, specifications and applicable workmanship provisions of the International Building Code, Type of Material Supplier Mlx# , Slump Air Content Ambient Temperature, Material Temperature Time Placed Design Strength (psi) Number of Samples Total Yardaqe Placed Inspector: David F, Smith, ICC #087734D-86 CCB# 176269 .s.et.1tl.. Knife River 2440NE5200 41/2' 73' 77' 2:00 PM 4,000 4 (4x8) 10 If you have any questions regarding this report, please feel free, to contact us at 541-746-9649. -p-~'"t' ' TI~s~0~7 e Intrr Inc, David~hl , Branch Manager THIS REPORT IS PROVIDED FOR THE INFORMATION OF THE GUENTONL Y. THE REPRODUCl1ON OF THIS REPORT, BY ANY ME!THOD, AND ITS TRANSMITTAL TOA THIRD PARTY, BY ANY MEANS, EXCEPT IN FULL. wmtoUT7HE WRfT'TEN PERMISSION OF PROFESS/ONAL SlERV~CE INDUSTRiES, IS PROH1SfTED. ProfessIonal ServIce Industries, Inc.. 1040-A Shelley Street. Springfield, OR 9?-477" Phone 541fT46.9649. Fax 5411746-7163 i riRlJ Information 1r':.,~.lToBui1d On ............. . eon., "Ill..,. 7loItIng FIELD DENSITY REPORT SOil AND SOIL-AGGREGATE Client: International Paper Company Address: PO Box 1251 Memphis, TN 38101-1251 Project No.: 722-90139)(5 Project: Riverwalk Intake &.Fish Screen Project 785 N 42nd Street Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 81109 Dale Performed: P,O,No,: B.P,No,: Technician: Laboratory Soil / Aggregate Data: Moisture Density Relationship of 1251bs.lcu,ft" at 13% moisture, was furnished by client. 1 040 . A Shelley Street Springfield, Oregon 97477 (541)746-9649. (541)746-7163 fax CCB #176269 September 16, 2009 450.1400278 Devon Hovis Field Density Tests: Nuclear Method (ASTM D2922)(ASTM D3017)(Standard Count: MS702 DS 2840) 'Test No. Approximate Test EJev~ Probe Wet Density Dry Density Depth LBS/CU,FT, LBS/CU,FT, 8" 134,3 127,3 8" 127,7 121.4 8" 124,3 119.4 Approximate Test location 1 NE pad seclion of Sub 27 2 SE fooling section of Sub 27 3 NW pad seclion of Sub 27 Tests performed at finished grade of base rock at listed locations a love, Tests were reported to Ken wIth Pacific Excavating, FRG FRG FRG Percent Percent RequIred Commonts Moisture Compaction Compaction 5,5 101,9 95% 5.2 97,1 95% 4,1 95.5 95% Respectfully Submill '1SSSiona' Se~ice David ~ Branch Manager THIS REPORT IS PAOVIDED FOR THE fNFORAiA TlON OF THE CUENTONLY. THE REPRODUCTION OF THIS REPORT BY ANY METHOD, AND ITS TRANSMmAL 10 A THIRD PARTY BY ANY MEANS EXCEPT" IN FULL IS PROHiBITED WITHOUT THE WRfTTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES. / lft~illnforfnation fl.". .To Build On EngIneertllf/ . Consufflllf/ . ~sting DAILY FIELD REPORT Date Performed: September 16, 2009 Report Number: 722;90139-4 Client: International Paper Company Project Name: Riverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 38101-1251 Project Location: 785 N 42nd Street Springfield, Oregon Contractor: Greenberry P,Q,No: 4501400278 Fabricator: G reenberry Shopl Field: Field Type of Inspection: Weldments Weather: Clear Field Observations and Comments Inspection was made 'on completed weldments for pipe bridge pile spices on north side and complete weldments for (#8) rebar to pile connection on south side of the project named above. Weld workmanship quality met criteria for AWS D1,1 and AWS D1.4. Inspector: Greg Boehland, ICC# 0884258.85 CBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649. Respectfully sUbmf~, TI~~i~dU~:tlnC' David Smith Branch Manager . THIS REPORT IS F'RQV/DED FOR TH~ INFORMAnON OF THE CUENT OM Y. THE REPRODUCTION OF THIS REPORT. FlY IWY METHOD, AND ITS TRANSMITTAL TO A THIRD PARTY..BY ANY MEANS, EXCEPT IN FUll, WITHOUT THE WRf'TTEN PERMISSJON OF PROFESSIONAL SERVICE INDUSTRIES, IS PROH1l31TED. Professional Service Industries, Inc.. .1 040-A .Shelley Street. Springfieldj OR 97477. Phona 541fl46+9649. Fax 541/746-7183 / lftj~;lInformation ,,~. .Tb Build On Engineering. Consulting. Testing DAILY FIELD REPORT Date Performed: September 15, 2009 Report Number: 722-90139-3 Client: International Paper Company Project Name: Riverwalk Intake & Fish Screen PO Box 1251 Memphis, TN 38101-1251 Project Location: 785 N 42nd Street Springfield, Oregon Contractor: Greenberry P.Q,No: 4501400278 Fabricator: Greenberry Shopl Field: Field Type of Inspection:1 Welding Weather: Clear Field Observations and Comments . Performed continuous visual inspection of the followitig items: Pipe bridge pile splices at north side of slough and rebar (#8) to piles on south side of slough, Welds 75% complete at this time, Fit-up of weld joints were inspected for workmanship. In-progress welding was monitored to the erectors SMAW welding procedure specifications, Weldments were inspected for size, length, profile, and locations, To the best of our knowledge, the work Inspected is in conformance with apEroved drawlnQs, specifications and applicable D1,1 codes. Inspector: David Smith, Certification #0877340-85 eBB #176269 If you have any questions regarding this report, please feel free to contact us at 541-746-9649, Respectfully SUb~~~dUl ~;r:~~t[S'lnc. W Smith ' Branch Manager , THIS REPORT'fSPROVJ()ED.FOR THE INFORMATION OF THE ctJENT ONi Y. THE REPRODUCT10N OF THIS REPORT; BY ANYMeTHOD, >>ID"5 TRANSMITTAL TO A THIRD PARTY. BY ANYUEANS EXCEPT IN FUlL WTTHOUTTHE WRITTEN PERMISSION OF PROFESSIONAL SERVICE INDUSTRIES, IS PROHIBlTElJ. ProfessIonal Servlce Industries, Inc.' 1040-A Shelley Street. Springfield, OR 974n 'Phone 541(146.9649. Fax 541n46-71 53 j ft~.lInformation I."~. 1b Build On " .,,y.._.. J ,f.,. . ConlLllq;. 'ftMIfRg FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE 1040" A Sheney Street Springfield. Oregon 97477 (541)746-9649. (541)746-7163 fax eee #176269 CUant: Internalional Paper Company Addrass: PO Boxe'1251 Memphis, TN 38101-1251 Project No.: 722-90139-2 :ProJect: Riverwalk Intake & Fish Screen ProJect 785 N 42nd Street Location: Sprin9field, Oregon Equipment: Troxler: 3430 SN: 61109 Date Parfonned: P.Q,ND;: B,P.No,: Technician: September 2, 2009 4501400278 Devon Hovis Laboratory Soil/Aggregate Data: Moisture Density RelaUDnshlp of 125lbsJcu,ft,. at 13% moisture, was furnished by supplier for 3/4' from Delta Sand & Gravel. Field Density Tests: Nuclear Method (ASTM 02922) 'ASTM D3017)(Standard Count: MS 690 DS 2928) Test No. ApPl"oxirnate Test Location Approximate Test Probe Wet Density Dry DensIty Percent Percent Required Comments Elsv. Depth LBS/CU.FT. LSS/CU.FT. Moisture Compaction Compaction 1 Northwest corner of Chlorine Building FRG 2 Southeast comer of ChlDrine Building FRG Tests performed at finished 9rade of base rock at listed locations a love, Tests were reported to Ken with Pacific Excavating, ' 10" I 10" 140.2 140,0 129.8 130,6 8,0 103,8 95% 7.2 104,5 95% Respectfully S~t~itted ~~ce'12mes.'nc. David Smith ' Branch Manager THIS REPORT IS PROVIDED FOR THE INFORAtATlON OF THE CUeNTONL If. THE REPRODUCTION OF THIS REPORT BY ANY MfiTHOD, AND ITS mAN$MfTTAl TO A THIRD PARTY ay ANY MEANS EXCEpt IN FULL IS PROHIBfTED WlTHOl.ITTHE WR/TTEN PERMISSION OF PROFESSIONAl SERVICE INDUSTRIES. , , I ~IJ.... ,,/Information 0-'''. 1bBuild On .....,. ... ". '..J . Ceo fIlhor . ~ FIELD DENSITY REPORT SOIL AND SOIL-AGGREGATE Client: International Paper Company Address: PO Box~1251 Memphis, TN 38101-1251 Project No,: 722-90139-1 Project: ,Rlverwalklntake &'Fish Screen Project 785 N 42nd Street Location: Springfield, Oregon Equipment: Troxler: 3430 SN: 61175 Dale Perfonned: P,Q,No.:, B,P.No,: Technician: Laboratory Soil / Aggregate Data: Moisture Density RelaUonship of 125Ibs./cu.ft" at 13% moisture. was furnished by supplier for 3/4' from Delta Sand & Gravel, , Field Density Tests: Nuclear MethodfASTM D2922)(ASTM D3017J(Standard Count: MS 702 DS 2840) ,'TelStNo. Approxlmate Test Location Approximate Test Probe Wet Density 'Dry Dens[ty Percent E'ev. Depth LBSICU,FT, LB5/CU,FT, Moisture 1 by diesel lank FRG 10" 147.2 137,5 7.0 2 by smoke stack FRG 10" 143,8 133.9 7,4 3 North East comer of Power and Recovery FRG 10" 133,7 .126,4 ,5,8 4 SE comer of Power and Recovery FRG 10" 148,0 138.5 6.9 5 South road way FRG 10" 133.0 126.8 4,8 8 Center road 'FRG 10" 147,7 135,6 9.0 7 North road FRG 10" 130,8 121,5 7,7 .:i' 8 by green berry office I FRG 10" 135,8 126.1 7,7 Tests performed at finished grade of trench backfill at listed locations above, Tests were reported to Ken with Pacific Excavating. Additional Remarks: 12" lift of 3/4" over bar run . proctor old according to conctractor* 1040 - A Shelley Slreet Sprlnglleld. Oregon 91477 (541)146-9649 - (541)146-1163 fax cca #116269 August27,2009 4501400278 Devon Hovis Percent Rciqulred Compaction Compaction Comments 109,2 95% 106,3 95% 100.3 95% 109,9 95% 100,7 95% 107.6 95% 96,4 95% 100,1 95% Respectfully SUblJlitted I rofesslona/ Ser liee Inmtr'ies. Ine, David Smith. ' Branch Manager 7HJS REPORT IS PROVIDED FOR THE INFORMAT1ON OF THE. CUENTONLY. THe REPRODUCTION OF THIS REPORT BY AfIlY METHOD, AND ITS TRANSMmAL ro A THIRD PARTY BY ANY MeANS EXCEPTIN FULL IS PROHIBITED WIn-lOUT THE WRlmN . PERMISSION OF PROFESSIONAL. SERVICE INDUSTRIES. ! ~ .! II > j . .j HDl Geotechnical & Environmental Consultants 9725 SW Beaverto~Hillsdale HWY'I Suite 140 Ponland, OR 97005.3364 503-641.3478 FAX 503-644-1l034 Project: International Paper Springfield Mill Date: 8/24/09 New Water Intake .Project 'Time: 8am Feature: Driven H.Piles for Pipe Bridge Weather: Submitted by: ..--'-" Owner/Client: International Paper Contractor: SITE VISIT REPORT Page ill Project No, 5034 Warm & Sunny Philip Wurst, PE Greenberry (General) Oldham (Pile Driving Sub) Site Address: International Paper Mill Springfield, OR Building Permit No. At the request of Bob Matzka with Jacobs Engineering, visited the site to meet Bob, Sammy Oliver with Greenberry (the project general contractor), and John Oldham with Oldham & Son Crane Service (the pile driving subcontractor), in order to observe the in~ta\lation of H-piles for the southern foundation,that will support the new pipe bridge over the slough, At the time of the visit Oldham had a 180 ton truck crane atthe site and an APE 150 vibratory hammer, The power lines in the work area had been fitted willi temporary insulation sleeves and the excavation for the pile cap on the south side of the slough had already been made, However, it was noted thatW12X53 steel beams had been delivered to the site rather than the specified HP12X53 pile sections, Oldham left the site to get the correct pile sizes at their yard in Eugene but did not return hy about 3 pm, GRlleft the site at that time and will plan to return again tomorrow morning, . At the time of the visit also provided Greenberry with a copy of GRI's memor~ndum entitled "Pile Design SummarY, H:pile Support for New'Water Intake Structure, Weyerhaeuser Springfield Mill, Springfield, Oregon", dated March 4, 2008 that is referenced in th~ specifications for this project but had not yet been provided to Greenberry, Greenberry also requested that GRI speak with Gary Thornton with BTEC and Rick Amodeo with AAI Engineering, Rick will be providing the shoring design for the embedded pump station at the bank of the McKenzie River forthis project. ,Gary indicated thatGRI should send a copy of the recommended earth pressure.parameters that GRI had previously developed for the shoring to Rick, ~& Philip L. Wurst, PE, GE . I' Reviewed by: . 'commen~ 5034 SVR 08--24-09: 1 ~ ~'7/ji;-a- ,.. !'?-?/-d} I 'Copies to: BDu Geotechnical & Environmental Consultants 9725 SW Beaverton,HilIsdale Hwy" Suite 140 Portland, OR 97005,3364 503,641-3478 FAX 503-644-8034 Project: International Paper Springfield Mill New Water Intake Project Date: 8/25/09. Time: 6:30 am Weather: Submitted by: Contractor: SITE,VISIT REPORT Page ill Project No, 5034 Warm & Sunny Philip Wurst, PE Greenberry (General) Oldham (Pile Driving Sub) Feature: Driven H.Piles for Pipe Bridge Owner/Client: International Paper ,Site Address: International Paper Mill Springfield, OR Building Permit No. GRI. returned to the site to observe the pile driving, Oldham now has the HP12XS3 pile sections on site together with the specified tip protection. Oldham utilized an APE 150 vibratory hammer to initially drive or set each of the three piles at the southern piie cap for the new pipe bridge, Advancement of the piles with the vibratory hammer was very slow hut was eventually accomplished to a depth'of about 25 It for each of the piles, Oldham then rNiggedwith a Delrnag 019-32 diesel impact hammer on hanging leads for the final driving of each of the piles. This hammer has a maximum operating energy of 43,225 It-Ibs with a piston weight of 4,015 Ibs, Each of the piles was driven to a tip elevation ranging from about 46 to 50 below'the bottom of the pile cap excavation using the second fuel setting on the hammer, Terminal driving resistance was observed to be greaier than about 5 blows per inch (60 blows per foot over the last 12 inches), At final driving the blow rate of the hammer was determined to be on the order of about 45 blows per minute which corresponds to a calculated stroke of about 6,5 It, and a delivered energy of about 26,100 1t"lbs, Based on the Modified Gates Equation using this value of energy and a terminal driving resistance of 5 bpi, ultimate pile capacities on the order of 170 tons are estimated, This ~timated ultimate capacity provides a factor of safety greater than 3 for the stated aliowable capacity of 45 tons indicated on the plans and specifications for this project, Based on the foregoing the piles appear to have been suitably driven for the intended foundation support on the south side of the slough, The attached pile driving records were maintained by GRI during the installation. The contractors indicated that GRI should plan to visit the site again in about 3 weeks to observe the installation of the piles on the north side of the slough, GRI indicated to Greenberry that the rounded gravels and cobbles exposed in the pile cap excavation have raveled due to vibration and have undermined the sidewalls, The excavation sidewalls should be pulled back to a safe angle prior to making cutoff at the tops of the piles, Greenberryagreed that this would be accomplished prior to letting any worker enter the excavation, fl4~ Philip L. WurSt, PE, GE Reviewed by: Date: _.f!!S- ~/--e=:9 Comments: : 5034 SVR 08-25-09 Copies to: i Sequence GRI Portland, Oregon PILE DRIVING RECORD Date: '-6j"L5:(-o 'j Job No.: 47-6!.\ Proje-/' lP <;'rrl;;....5f\'~I'" fJ-t.0 00a.+-^C T"r-olc-e, Field Engineer: f l.M.J . , Remarks: f\ peRm'~ e. ":>0 "'-tt--. i I J.,e. 'StN'{-)2-'A '-<JI-h- (t-P~1 S-D VI b 1"" ~e ' , - .,.-Ground Surface Elevation '~ % % ~ ~m'-Cutoff Elevation 0 II > \, ~;~-"--TiP Elevation Ft Blows Blows Ft Blows Ft Blows 01 15/ t 1301 451 ~~ I II 161 · J ,311' 46100 /;::~ . 21 I 171 ...--, ,.ir 471 bv i..;I , 31 ( 181 [33 48 to , l'l r- ,4, .19 V 34, VL ' 9 I ) 5'['\ 20 ' 35 . 6' 1'1 l.. v 36 1(, 511 21 '..Ii l~ ~ ' 2f ) ",If' 71 ~ 22 ......... 37 ;), 38' 1-) 531 81 .. 23, ,f' 12.0 9/ ~ 241 ' 391 ~'-- 54 10 I . I ' 25, \/ 1- 40 2.~ ,551 "'-"'- - - II I 26' 41 56 "I ~7 ".. 12 I 27/ 42 '2..8 57 , 1 jl3 ~ 281 43 581 i) 5L. ! 151 29/ 44 -2.i- 591 30 45 . 60 Pile Cap PileNa ";1.0,^+~ s;tle..- ~I . I-tP ('1...)153, 1>>/ tip Prof"".r-x 5~' Pile '!IT' Hammer (MakeIModel) i\-j>81S-0 "tllbro Ddl!d'l,\ DI~''t7- .' (.E::..""y :.: 47 i'lci:rr fr'[C, s ) Pile Penetratllm c.. vvp >1/~ f r J~! ') . Length Driven '11. f i-- ~ ".lo"V eo)OC..,0 ',6-r ;tfi)., ' Ground Surface Elevation (ft) Pile Tip Elevation (after driving) (ft) Pile Cutoff Elevation (ft) , VI~V-" ""'''e''vr Time 'J!"2.~/' ~1~r Start Driving ~\lt~"~..,'t.;'i''7 P (am/pm) Finish Driving 'OI~2 Q.. 1: (~? (am/pm) . Tolal Driving Time I..}Q.,I" (): il*~ (brs/min,) .. w(C<\~II\.F loi\\"'v,r-I{t,,~) -<<"'(&.11'\0, ,:,l,...d:\<) Ft Blows Ft Blows Ft Blows Ft Blows 60 I 75 90 !O51 ~ ~ w ~I 62 77, 99231 ' 1100781 :' ;;1 94/ 109' 651 80 I, 951 1l0: 661 811 961 ' 1111 67 82' 971 112 681 183,' 981131 -I M ~ 1M' 70J. ) 851 100 ll) 711 I '861 101 116' 721 I 871 102 ll) 731 I 88' 103 1181 74, 891 104 119' 75 90 I !O5 120 I GRI Portland, Oregon PILE DRIVING RECORD Date: 5/'2-5""/o'j Job No.:4-7'i3 '1 P j t, rp S-Pv";"'9fi"Iv t-J~L"" Wo.tv $\-l"r"-!<:-e ro ee , \, Field Engineer: pt.-W . R k Pi P ~\':,V'tpla ~ ..s;:>"lA-f1. S 'rJ.e.. ' emar s: " St<rr-<-J" ()->l~ PrPt;; IS'"o Vlbl"1> P'i. ;::r-- ---"7 ....Ground Surface Elevation % ~ ~ ~""CutoffElevatiOn II '~ ~~""'TIP Elevatton Ft Blows '\; Ft Blows 15 [.:,1 16 --, - 01 I, 21 3 4-~ ~' 5, ~, , '" "- 61\31 7, 1 81 ~ 1:1 [ 11' 12 , 1 l 1131 i 141 , 15 17 ---'- 18 19-- /'-. 201 '" "'. 21 33 U, 34 I') 35 36 \ 7 37 t (j' 3811..-1) 39 ~i 'L:) 401 2'-/ 41 ?-~ 42 3{ :1 Lfl 451 4-( () Ft Blows 45/ 30; 461 '?-7 47 481 Lj 7 491i-j ~ 50100 r 52 53 54 55 561 571 581 59, 60 , Sequence '2 Pile Cap S"C'utt....""J e.. Pile No, "if L PileTyp" Iff 1'2.. )(5~ "1t'f pfoT-u..t' y(;,o / Hammer (MakelModel) A- \'~ I 5"0 -0' b .... " .Dyv.at( l>1")-~'2..- \ LIO;",,,-,,,, · ~'), Z.l;~ ft, It,,,) ...... Pile Penetration C. '^--' ~ -:: 4 I 0 (. II, ~ ) Length Driven So fr- b~I.,."-.) ~. t1"'- (1\) . ,bf- 'J/.~P-).", I.. ( ~" ' Ground Surface ElevatIon ,,' (1\) Pile Tip Elevation (after driving) (ft) , Pile Cutoff Elevation (ft) . .~ Time ~(;; ~r~~ Start Drivin~ /I; 1-r"'-' 5" 3S p Finish Drivin~ II ~~5" ~ 3: n p Total Driving Time Q:W 0 " ?-I ( amlpm) (am/pm) , (hrs/min,) Ft BlolVS 60 61' 1 621 631 641 65 66 Ft BlolVs 75 76 Ft B10IVs 90 I 911 92 93 94 95 96 Ft Blows 105) I 1061 I 1071 1 108, 1091 110 I 1111 1121 1131 1141 115/ 116 117 118 119 120 771 781 79 80 81 82 83 971 98 99 100 101 671 68 69 841 851 861 87 88 1021 1031 104/ 105 70 I 711 72, 731 74/ 75 , 891 , 90 , Sequence :3 GRI Portland, Oregon PILE DRIVING RECORD Pie ~ ~ m,Ground Surface Elevation ~ .' % ~ '~m-CUtoffElevation II 1,1....TiP Elevation FI Blows 30 I 45, 31 46 b (" /1 I ry 32 I if 471,,,, 33,$.481 34, '" I 491 35 (s. 50 1'2...0 36/1. 'L ' 51 :: 17 ::1 II .39I-Lo" 54 40 '2-01 55 41 . } 56 42 3.s- 57 43 ~7 44 ~ \ 'I 4511 'Z FI Blows 58 59 60 - Date: '6/7- r; 10'1 Job No.: 4- 76 Y. ProJer!,:j:\" Sybi'"ioAq fl...-l~ Nw l<.J"A--er :t:" htkf' , Field Engineer: r ~ Remarks: ~ltL ~nv..,e.. ~t;L-'S<o.L S~("'(-",~ wd-t.- i\-Fli' Iso''''<.l\bv--c:> '?- ~ H f N I -I:t1 Ft Blows Ft' Blows ::+ 171 11-,'\ 18 rJ 191 ""~ 01 'I '. :+ 4 5 -4;L1 r-\ 6 .. I~ 7 "" ,4; 8 '" f 9 10 I ,. I )1 ) 13' p 20 - :.:. ....S> 211 t-J 22/ 23 (; I '24 I, I 25~1 26, 27/ , 281 , 291 30 14 15 )''': Pile Cap s,,,,-,}kc;; r,f. e Pile No i\- ~ /' PileTyr. +tf I?..IC,(~ '/ t\f'fv"~~""'r y.s 0 Hammer (MakeIModeI) i"\P f: {'$ 0 -t:> I b I" <> . .1ld.....'tt\'t .() \'}'''' if,~ ' Pile ;enetration c.6,.;:~} ::lf~ ,'lol:c\"- ft-, ,(~ g ) " (. VJ P ... 'tl" Ir-II,\,) , Length Driven Lf1 tt- l,€,{ ~c.o..> "'-){e P-$ "C 1-/0"''- (ft) . Ground Surface Elevation(ft) Pile Tip Elevation (after driving) (ft) , Pile Cutoff Elevation (ftl Time ......{Ioro ~p"'c.1- ~/'l-" rar"l- -r- Start Driving 17-'-("3 f 3~1"l (am/pm) Finish Driving I ~ ~ '? r J:>I P (am/pm) , Total Driving Time b rlJ' b I D! \'L. (hrs/min,) Ft Blows FI Blows FI Blows Ft Blows 60 75, 90 , 105 911 61 106 76 r ' I I 621 107/, 77 ' 92/ I 631 78 931 1081 :' 79 941 109/ 80 I ------- 951 110 I 66 " ------- 81 961 1111\ '~-.- 67/ 82 ......... "-_____97/ 112/ ' 83 68 , 98' ;----..... 113/ 69 84 I 99, ',,1141, 70 I 85/ 100 1151 711 861 101 116/ 721 87/ 102 117 73, 88/ 103 118 741 891 1041 119 75 90 105 120, It] ill GeoIechnk:al & Environmenta1 Consultants 9nS!N{ Be.MrtDn-HiIIsdale Hwy,. Suite 140 Portland. OR 97005-3364 503-641.3478 FAX SOJ.64<HlO34 Project: International Paper Springfield Mill Date: 9/16/09 New Water Intake Project Time: 1:30pm Feature: Driven H.piles for Pipe Bridge Weather: Submitted by: Owner/dient: International Paper Contractor: SITE VISIT REPORT Page ill Project No. S034 Overcast Philip Wurst. PE, GE Greenberry (General) Oldham (Pile Driving Sub) Site Address: International Paper Mill Springfield, OR Building Permit No. At the request of Clint with Greenberry, GRI visited the site and met with Wes with Oldham to obselVe the final driving of the piles for the pipe bridge foundation on the north side of the slough, There are overhead power lines in this location and yesterday Oldham installed three 30 ft sections of the HP12XS3 piles to a depth of about 2S ft using a Delmag 019.32 diesel hammer, Yesterday and this morning Oldham spiced additional 30 ft sections to each of these piles, According to Greenberry and Oldham, Carlson Testing was on site at the time the splices were made to inspect the welds, Oldham used the Delmag hammer rigged on hanging leads for the final driving of each of the piles, This hammer has a maximum operating energy of 43,225 ft.lbs with a piston weight of 4,015 Ibs. Each of the piles was driven to a tip elevation ranging from about 41 to 51 ft below existing grade using the second fuel setting on the hammer, Terminal driving resistance was obselVed to be greater than about 5 blows per inch (60 blows per foot over the last 12 inches). At final driving the blow rate of the hammer was determined to be on the order of about 45 blows per minute which corresponds to a calculated stroke of about 6.5 ft, and a delivered energy of about 26,100 ft.lbs. Based on the Modified Gates Equation using this value of energy and a terminal driving resistance of 5 bpi, ultimate pile capacities on the order of 170 tons are estimated, This estimated ultimate capacity provides a factor of safety greater than 3 for the stated allowable capacity of 45 tons indicated on the plans and specifications for this project, Based on the ioregoing the piles appear to have been suitably driven for the intended foundation support on the north side of the slough, The attached pile driving records were maintained by GRI during the installation, This concludes the pile driving for the new pipe bridge, .p4~ Philip L. Wurst, PE, GE Reviewed by: Date: ~-Z/-C>~ Comments: 5034 SVR 09-1lHl9 Copie. to: GRI Portland, Oregon PILE DRIVING RECORD Sequence \' Date: "II lr.. !fY? Job No,: 5"031- Pile Cap !J&<t.:..."i4.<.-- &tro',.:+- G-r Prp<--~hJ-te.... p' ':CP sfr.Mj fj ~l ~ fJ 4..J wtLf...,.. += ~ (-oj:::e.. Pile No, ~I rOJeet' , Field Engineer: ,r/...I.L-. . Pile Typr Mf \'2-)(6"'5 'I'+r p",l-L"~,____ Remarks: :t..;h~\ ~o ('t- ~~ 1>- J,....,'->'4- 9(1S- Hammer (MakeIModel).:t>ek-'1 P I" . <g~ 8fl\t.e.-rA tv (,,0 fr 9!ISC-IG;. ~ \l.'l>)G :; It ~ I "L'LS"" ft-. I b .s pv.;..J.. 0\ nv';"''1 b 0 ft- \ ~ \'1-- q 110 P "'- Pile Penetration ~ ovtr\,v--~ ~~ f"..,.y-'r I""'....~ Length Driven 4tft-- (ft) (,l.e.llls w..sr....{-.<-ol.. 6-'1 c-<rl.,;(>,,,,,- ~/lb Ground Surface Elevation e.x I ~~ '\ ~M""- (1\) Pile Tip Elevation (after driving) (ft) ..It \ Fie Pile Cutoff Elevation (ft) "'- N t .---.:.... ----Ground Surface Elevation :% % /@ "" ~ _~""CutoffEleVatiOn Time ~0J2... Dr"'" -~,) t-t H II Start Driving t ~ L.[ '2- F'W-- (am/pm) \. Finish Driving '2- : 1)...... f "'---' (am/pm) 1~'..'.TiP Elevation Total Driving Time (hrs/min,) Ft Blows Fl Blows Ft Blows Ft Blows Ft Blows Ft Blows Fl Blows Fl Blows 01 15 [,,1 30 45, 60 75 90 105 '07 911 II 16 _ 31 461 61 76 106 ~ '-Si 921 21 17~ 32 47, ' 621 771 ' 1071 18/ f; '10 31 33 48, 63 78 93 1081 lIe::> 4, 191 to:: ' 34 49, 64 79 941 109/ 3511..t<o 5/ 201 ~!- 50 651 80 I 95 1I0 It'" 6, 21 "'t l 36 51 661 81 96 III 'r ~ Lfb 7/ 22 ~ 371 521 671 82 971 1121 - . .}, L(-'S- 8 231 38 7~ S3 68, 83, 981 1131 9 241 '{ 39 54 691 84/ 99 1I4/ 97 100 I 10 25 - 40 . 55 70 I 85/ liS 261 ~ '6~ .-" II 41 "'--' 56 71 86 101 1I6 12 27/ ~ 42 n\O-U5 57 72 87 102 117 2 . - j13 281 ] 43( i 58 731 88, 103 118 / I' i 141 29 '-' 441 59 74, 89, 104 1191 30 I . 15 45 60 75 90 105 120 11 12 i 131 '1141 ~ 151 t Ii'\~ " ~ r-t~ !lz----- Sequence '2- GRI Portland, Oregon PILE DRIVING RECORD Pile Cap NNrtl~v.le- ~f""'t' f....- \?, f"-- !?,r--':''\,\ c. Pil N *':1-- . e 0.. Pi! Typ ttr ['2-)0 5~<1'" n'l" <pr-<>t-e-h..:........ e e , Hammer (MakeIModel) .\)<>1"-'4, .D\'f -~L. t;:""..;/.., ~ I.{'S, 7-'!., Ft'Ih-:!. Pile Penetration Sl lY (ft) (ft) (ft) (ft) Date: "')/lb/ea; Job No.: Ee>) 't ;j:<> .sw""'" c. "-'t" !A..lo2.vU U.l<>.t,(""' ~"+"-F'-e._ Project. 'I" '", I ' " Field Engineer: j>lJ!-t.l Remarks: J.:i,t;\-t!l-t 5'" fr- le--~\-<- e.\.-,;,^- ") fir Sph<--<--tL 1-<> 06 fr- 9/1$'1(., roM-.0L d.r-lv~b/) fr- t~k'J/lb rIM- l.>--1-0 b\)"-4--(,.P-.--J-- w---.\...,.... ~ "'w~r- l~-s ,w<l()'s ""''''1'''-<\--'''''''- &'1' c",.-(-s.,.,.. ,;fh Pile _1- ----Ground Surface Elevation % % ~ ~m--CutoffEleVatiOn II ~, .I,....TiP Elevation Length Driven Ground Surface Elevation ".K.'I~ ~ 'l;r-~~ Pile Tip Elevation (after driving) Pile Cutoff Elevation TIme Start Driving Finish Driving Total Driving Time 2-" 6,-/ l"'-' '2--.' 'l-rr'^'" (am/pm) (am/pm) (hIs/min,) Blows Ft Blows FI Blows Ft Blows Ft Blows FI Blows Ft Blows Ft Blows I 15 30 45 60 I 75, 90 1051 16 31 ll." 1 ~51 91 I ,." 46 611 76 106/ .'- 1'0 41.0 1 17 t <:>' 32, 47 621 77 92 1071 \") S'S""" 931 1 18 [1. 33 481 S''L- 1 631 78 1081 ""l.--o 941 I [9 ..t '" 34 491 ~ 641 79 1091 '-' ~ ?-"L- S(.. 20 (J\ 351 \7 50 651 80 95 110 1 21 i.f. .'.. 1'8 '3 961 36 ' 51/_-, 661 81 1Il1 22 ~ J 37 \9 52 S-Il.-w\ 671 82 97 1121 '{ , 'l..'t ~ ( 38 53 '.-<( ., 83 98 231 " 681 1131 39 "'---I 54 84 99 , 241 ': .s-~ 691 1141 I 251 <') 40 lt~ 55 70 I 851 100 1151 261 f 41 ~~ 561 711 861 101 116/ 27/ ~ 42 4-3 57 72/ 871 102 117 281 J 43 <R, 58 731 881 103 118 291V" 44 59 74, 891 104 1191 S-O 30 45 60 75 90 105 [20 Ft o 2, 31 41 51 6/ 7 8 9 10 I GRI Portland, Oregon PILE DRIVING RECORD Sequence '5 Date: '3/1 bfo, , Job No,: Z-oSf Pile Cap ~r~~~~~1? s.-~.t 1- flf..... ~~e J .rf' Sfr..:.-, ("-1...! "'-- ~ D->'~r",r ~<A-r>-F"c... PIIeNe 1'1'0 Pro e't' Field Engineer: p/..L<...) PileTypr itP 1:2. )':S~ '? tv" tr-.\--<-\--t-'''""'- Remarks:.:r",;h'"..Q ~o trl~\-> 4"";"- ~/'~ Hammer (MakeiModel) .0<- ~-~ .0 I ~ - '3. '2..... Srh"'~-v\.. +> &b ft- , dy liS' ((", 'EiNY '" 't~I"-'l.r- ft-'IL~ fi,<-,~ ~"l~ i 10 b 11- \ '-'L1'k. 'j !lJo t<- Pile Penetration \..Irt.0 Ov..rl,..,...-/. w--,lt.r )P ....v....,. \ """ "- .s Length Driven '-tS-,~ (ft) W~IN VV<sy..4........ 1:..", CMI ,,;,........ .':)(1(, Ground Surface Elevation -'7< l'l> r:-" ~ r-~_J" ~ (ft) Pile Tip Elevation (after driving) (ft) P" Pile Cutoff Elevation (ft) ,e ~~~ ;-- - ...,Ground Surface Elevation ~ % ~ ~'''''Cutoff Elevation Time II Start Driving '2- :"''2--- P"" (am/pm) l; Finish Driving 7--:,\<::. r~ (am/pm) "*1 Total Driving Time (hrs/min, ) ~ -I.,...TiP Elevation Ft Blows FI Blows FI Blows FI Blows FI Blows FI Blows FI Blows Ft Blows 01 151 301\7 I 45/ 60 751 90 105 II 1611 ~ 311 46 61 76 91 106 '-1 I 2 17 J-"S- 32 47 62 77 921 1071 1 "')S. 1 3 181J: 33 481 63 78 931 1081 341 <---7 41 19 0 .I 49 64/ 79 941 109/ (>I' 17 . 51 20 -<f 1 35 \% ' 50 651 80 95/ 1101 6/ 21 '-f J 36 511 66 8\ 96 1II1 J ~ -=.. 1 :'1.2-'- 671 7 221 -i- 37 "4,:~' 521 681 82 97 1121 8 23 38 531 83 98 113/ 1:1 24' .~ 51 69 391 7~ . 54/ 84 99 114/ 251.--". 70 I 85/ I 401 551 100 1151 ) l't JG. 26 411 :/1 ' 56 711 86 10\ 1161 ) l~ 271 42 ' 57 72/ 87 102 1171 j 13' \~ I r~' 28 l~ 43 bb' 58 73 881 1031 1181 ! j\4 29 IS; 44 tlJ'L. 59 74 891 104, 1191 j . 15 30 45 60 75 90 105 120 - "rl\~ j' . I \ , ACS Testing, Inc. :', 7409 SW Tech Center Dr, Ste.145 , Tigard, OR. 97223 Ph: 503-443-3799 Fax:503-6202748 Inspector: DAILY FIELD REPORT FOR STRUCTURAL STEEL t"l. ,,....) ,..--- () "'-. 'I Date: ,..,/- "'1' - ... jv,! Jurisdiction' I I I' -- '. .\0(':11011: '\ ~ P :'" f ....... \ --- .\._...- , C1 \..-0 {,.\. Permlt#: or DFS Project Name: Project Address: , '. i City:!" ') /_ ....,.,'.<...! l. (...!..i," I '';) '1 ", "'''', ,,(' ,., A ~':I""'\.lv ""rl",- . I..A l I)' ,.\' : State: 0((, Cert #: -7 I "2 ACS JOBNo,: A ws: Dl.l p D1.4 i Dl.31 Dl.S I iiIV I Brace Frames , Momentllililrv ,,[7 I Approved plans available? r;:;> , i I Bolts: A32l i A490 I A307 I " r;' Foreman notified of nonconformance items? I Reviewed prior inspection reports? Electrodes meet specifications? Material reports randomly reviewed and found to meet specifications? ). Assembly of weld joints meets requirements? I Fabrication and QC plan available? Stud. checked for .ize, location and quality? Welder certification and procedures acceptable? Volts! Amps monitored per weld procedures? Previous non compliance items inspected? ) /j , '/-:) \ \ /;- j"\ ('. i '-. I 'J -~- /_~-'-~ Inspector Signature YES NO N/A /il, [V. IVili I ' vii vii Ir:::/,Ii lilV vii r-,17 CONTINUOUS I PERIODIC P I Completed work complies with specifications? I Deck welding I Report left on SITE i YES NO N/A 117-'111 lill'jVT FAB SHOP IV I Flore I FulllPartiali Filletp' Multi-Fillet i RFl #(S) RFl(S) Attached I I ' YES I NO r Welders Name: /11 \. 'I 0)/...1 \, Lo::. ,FabShop : {11ft Cf f,jj f (( c.1' G/r ( N/A I INSPECTION: 'lli f \'C;'\\Cu.), ^f1 a"U: (!'Qr'r'f,-".l-e ) p. I i f~ - ~.. (~c), ~,r!/. {.g C ( ~. .:::, ('.. 2 ::' ( S ~",0-'" ,,~,~, ,3i'> 2\"c',;,1 ;',r-.;>,:.-" I -./ . t~. r _J. . ' -- .- t "'L V ".,; c.. ~. J-\ .00(-) ......\ ~ -2 ('.( ). ") /-1 .. .!.. - :'-"~j j , ('l -J ' (:; (.' -I f\, / (~ 'i~.l:\ , '1 C , \ 6 f\ ,;: r' .' / II A .. ;, " (', I Z {>., I 2 eO' I', A- ACS Testing, Inc, and our employees have, no authoriiy to direct or advisecontractorsand subcontractors in their work, Code requires BuildingOfficial's approval prior to covering of any work requiring SpeciaUnspections. = ~ Co') c-l I- W c:> DAIL Y FIELD REPORT FOR STRUCTURAL STEEL Date: Oct 13, 2009 GREENBERRY INDUSTRIAL PO BOX 1990 CORVALLIS OR 97339 Inspector: MARK POWELL Jurisdiction: N/A Permit#: or DFS, N/A Project Name: IP Springfield Pipe Bridge Project Address: N/A City: N/A State: N/A I Cert#: OB0A403 ACS JOB No.: 09c2654 A WS: 01.1 I>< D1.4 I D1.3 r D1.5 I CONTINUOUS iXPERIODIC I 1'1'1>< Moment I III>< Irl>< ill Bol" AJ25 :1 A490 I AJ07 I' 1111><1 Foreman notified of nonconformance items? III>< Reviewed prior inspection reports? Electrodes meet specifications? Material reports randomly reviewed Dnd found to meet specifications? Assembly of weld joints meets requirements? I Fabrication and QC plan available?' Studs checked for size. location and quality? Welder cel1ificatioll and procedures acceptable? I Volt-SJAmps Illonitored per weld omcedllre!';'? I I Brace Frames I Previous non compliance items inspected? Approved plans available? Reviewed f7f!rlJ/\ dWo- BBrrs Bob BrownlPresident YES NO N/A 1><:111 1><'111 1><11 1><'111 1><;11111 , I III I>< r- I: YES NO N/A I Completed work complies with specifications? I Deck welding I Report left on SITE I I Flare I' RFI ff(S) FAB SHOP l>?i'l I VII>< Multi.Fillet I I>< FulIIPartial1 Fillet 'IX RFI(S) Altached, YES 'I NO Welders Name: ON FILE F.b Shop: GREEN8ERRY N/A r INSPECTION: , Monitored fit up and in process welding, ,Inspected completed " welding of pump sump embed piece marks 47 A, 478, 4BA, 49A . and 49B., PO # 107082 CC: Pending Date: ItrlS'cfJ ( '. NXiiDi1iii p td "'" co (~ \ J a.. UJ en " ) <-" o DAILY FIELD REPORT FOR STRUCTURAL STEEL GREENBERRY INDUSTRIAL PO BOX 1990 CORVALLIS OR 97339 Inspector: Mark Powell Date: Sep 15, 2009 Jurisdiction: N/A Permit#: or DFS N/A Project Name: IP Springfield Pipe Bridge Project Address: N/A City: N/A Cert #: 403 ACS JOB No.: AWS: 0I.1 IX 01.4 I 01.31 01.5 I; ! Reviewed prior inspection repol1s: I Electrodes meet specifications? Material reports randomly reviewed , and found to meetspeciticatiolls? Assembly of weld joints meets requirements? I Fabrication and QC plan available? Studs checked for size. location and quality? Welder certification and procedures acceptable? I Volts/Amps monitored per weld 1'lnrf'I"f'lN'<;'1 I' I Brace Frames I' YES NO N/A 15<,1111 15<,1111 IXII 1X'lf IIXIIII IIIX 15<11 IIIX Momenll 1111 IXI IXII I Approved plans available? IX I f 1 Inoi": A32; r A4'lO I ;\3tl71111X Foreman notified ofnonconformnnce items? IIIX Previous 11011 compliance items inspected? Reviewed fd-~~dW-- BB/ka Bob Brown/President State: N/A 09-2654 CONTINUOUS I?<' PERIODIC I I Completed work complies with s~ecifications? I Deck welding I Report left on SITE IX' FAB SHOP I Flare I: Full/Partial1X Fillet I RFI #(S) YES NO N/A J IX II rFllX I Multi.Fillet II' N/A RFI(S) Attached ,- IV YES I NO IX Welders Name: On file Fab Shop: Greenberry INSPECTION: N/A :1 Inspecled completed slough bridge crossing circumferential longitudinal welds & 1/4" fillel welds A.17 to 18A & A.17 to 17A, Completed welds are acceptable profiles, CC: Pending Date: VA q.\lt-ct\ .- ;a;;ro;m; ACS Testing, Inc. /,\ \ ) 7.t09 SW Tech Center Dr. Stc.145 Tigurd, OR. 97223 PH:503.443.3799 FX:503.620-2748 IDENTIFICATION JOB NUMBER 09.2654.000 DWG, NO 1114,ES REV NIA ITEM NO See Below MATERIAL TYPE: A572.50 THICKNESS 5/8" . EQUIPMENT Krout Kramer USN 52 COUPLANT Water Glycerin .. Z .. 0" u Fo :> WELD/PART 0(" Ii: t 51 IDENT, ;50 .. .. ~ ~~ ~ ~ Transverse welds ~~D 16A6 to 18A 70 16A to 17A 17A to 25A !X ~DI7O 25A to 25B '~J ~~D : jlOn9i1Udinal welds 70 '. 18A-6 18A ~~ID 70 17A 25A ~~D70 25B IDDIDI DDD IDIOq ACS Testing, Inc. Ultrasonic Test Report ACCEPTANCE STANDARD AWS 01,1 VISUAL ACCEPTANCE PRIOR TO NDE: BY: Marl< Powell AWS QCl DATE: 9/15/2009 DECIBELS ~' " " :'i ~ l!5 1.1 5 ~ ~ ~ I ~ Z o !i! :> , Z .. 5 Z o 5" l:lZ 15~ .. ACCREDITED CUSTOMER IDENTIFICATION GREENBERRY INDUSTRIAL PO BOX 1990 CORVAUIS OR 97339.1990 IP Springfield Pipe Bridge DEFfCT G z ~ s~ ~~ ~ 0(" .. rl ~i ..If COMMENTS .. ,~)o 5~ ..If I I I ~ ,I I , 1'ECHNIQUE SKETCH (IF APPLICABLE) TEST CONDUCTED BY: .0 X _ , X DAtt1].Il.(e}\/ o rI\T~~BY: <7Dld~/~ Mark Powell LEVEL II DATE Sep 15, 2009 INTERPRETATION BY: ,I LEVEL II DATE Sep 15, 2009 ACS Testing, Inc. 7409 SW Tech Center Dr, Stc,145 Tigard, OR. 97223 Ph: 503.443-3799 Fax:503-6202748 1 Inspector: DAILY FIELD REPORT.FOR STRUCTURAL STEEL Date: if. /L).. () '7 ' Juri~diction: Permit#: or DFS Project Name: '-7-'/:) _-1-1 , Project Address: /1// i "'/1 /// / ~/ I' ///. 1"1") . I.' /) "\. --;:;. .--p.---- .:- ./,. /"t_ /1,/ j , ....1_-1<:.__ T"( -~.,- f City: State: /1 I ,.. ~ ' I I>'J(" H,I! I /\..; /\.F<.-_"_ ,1 --..-- I., 1..,V.J-- Cert #:~q-:01j')(l1fl/"; ACS JOB No,: YES NO N/A ~r'll ICIII VII rvll rc'llll 11rz: ~'II ftjl IV' 11[:1 [V'II I Appr~ved plans aVf!ilablc? V"r- r- IBolt" A325 I A490 r~ A307 1111 f7 Foreman notified of nonconformance items? II rz,' '___~.n'''',",,_'__ ;, .--_, ..,-' ,7 .r ,.:,.'.'~~ . "~:>:.'~;::.>~~4..--'o' (,../ \. A WS: Dl.I ~/i)1.4 I D1.3 I D1.5 I I Reviewed ~rior inspection reports? I Electrodes meet specifi~ations? Material reports randomly reviewed and found to meet specifications? Assembly of weld joints meets requirements? I Fabrication and QC plan available? Studs checked for size, location and quality? Welder certification and procedures acceptabl~? Volts/Amps monitored per weld procedures? 1 Brace Frames I Moment I Previous non compliance items inspected? ,,-....--- IqS]i6;torSj~~~ture .;,#" CONTINUOUS. F/PERIODIC , YES NO N/A I Completed work complies with specifications? I Deck welding I Repon left on ,SITE' P' FAB SHOP Flare I FulllPanial r.::-/' Fillet I 17-1,' r- II,' [L:---- I Multi.Fillet I RFI#(S) RFI(S) Attached ,YES I NO C, Welders Name: ,."., ,/, /,-' /. <.:.- l.'-%( r" C, FabShop; {J.-~~?/7,/)'/&1 , -. /1 INSPECTION: ,{J , '_..,'_. " j , '"I' '7. ",/ / /j,c.- / . I ~_./../J"'"-y'JI1"C" (PI.;, (../J/.II'fJr I:: -{-!':11;" r__'Yt IOf./u t........- /. ' ,'/~ , /1 e","' '~I ;1. ;" r / IfI"";;: ,'J..jl//J{l'..4",- 1-ol)'r")>-......1J't.", ,,/(~/A JI./..-f',.-.l--.....-(f..1r-.... f ' =, I ' , ., I "', ',' /'}' A .. xl j /, ! ^ 'J7. ,/ ii'" I' "f~' Jf'....Jt''Jt1<':. I ".J(/.l I /.h':i. /.....~,}'-.t!'.//~, r...,. II /</ y Il/l':- 1.:'.1,<'/ j) c~ ';/ ,) 7 i-I) /';04 (/ A II Yo' /7 A, t - ~-; I ( / .\'. " l.. ~"." ... ......, " / ,. / !"';<1HllJ)J-~/:(:IJ( t.~v'::'~/orr..., ;..J/....c__. (:(.l'"r~.P/)ytA/:llc_. f"I " ();,~() 4,./ F ''::; , /" N/A , / ACS Testing, Inc, and our employees have no authority to direct or .-,Jldvi,secontractors' and subcontractors in their work. Code requires ...BJlildingOfl1cial's approval prior to covering of any work requiring , flpecialInspections, / :z ffi z w 2: Z 0,", U 0 U 0 0 I:l .. ~ 0 ... t; 2l' i= 1ii !:i ~ C1 r ~ ~ :i)( ~ >- COMMENTS 2:~ ~ w ~ ~ \5 ~ f& irl ~ ~~ t; 5~:J: ~X~:E: ~ ~ ~ [;] : ~ m E cu ~ a; ~ ~ -.(' ffi ~ ~ 5 ~ g ~.~ ..J 0 < DC ... c{ ,.J :s -l er::...J c::r: H p::...J c( C Q 0'1&. a IL. ~ 'tI5 ----- --.- -~ - --.- -- --- ~ - - ' .. ~~1fr::t wtl :__~ GaD 7// - --- - ,--- --- 1~1a:1---~QD' ';'--------.----- '~~I liJQ[JI) 1I~. __' :i?!; ~ _.~,--_._. .-.-- ,?sA- [J;! ;l5b :::J [JDD --. ...... - . - .....-... -....~.- .. [] [][] - ---- -- ---- -~ - ------- ~ 'D[-C =-~__,..___,-__:=:o_= hJl1,-- == ='C -.-.-- ACS Testing, Inc. 74U9 SW T\:ch Center Or. S!c.145 l'ig:ml, OR. 1)7123 I'H:50.1.311.4J01 FX:50~-620-274R IDENTIFICATION JOB NUMBER DWG, NO II 1'-/- E.. 5 . ItEV" ITEM NO ~2 RE./~."'< MATERIAL TYPE;i~ 11572:59 TIHCKNESS 6; .K'"',..:, EQUIPMENT df'~f~ u.'5I760 COUPlANT ./1 JI,,;-tr r.:::~Cl'flX1 , WELD/PART IDENT, ACS Testing, Inc. Ultrasonic Test Report ACCEPTANCE STANDARD AWS b /. I, ..,", VJSUif/:i!ANCE PRIOR TO NDE: BY: ~( AWS QCl DATE: 9-/5-109' DECIBELS y ...O_P___ .._". __;.. ___.__ .......,...._.____-;--. ___. _._ '___.___ ___ --'ECHNIQUE ~Kt:fCH (IF APPLlCA8lt) h._ REPORT REVIEWED BY: DATE \ ~"-^-~, , x ! ./.......... j~ +, X ~, CUSTOMER IDENTIFICATION rP /?,/.J,c_ ;&.id1P~ DEFECT I ---- , T~;?E~ . r. /1 lEVEL JT DATE __!i/.5-ckt..... INTERPR~TATlON BY, ' lEVel DATE o () tJ DAIL Y FIELD REPORT FOR STRUCTURAL STEEL GREEN BERRY INDUSTRIAL PO BOX 1990 CORVALLIS OR 97339 luspector: Mark Powell Date: Sep 18, 2009 Jurisdiction: N/A Pcrmit#: or DFS N/A Project Name: IP Sprinllfield Pipe Brid!Je Project Address: N/A City: N/A Cert #: OB0A403 ACS JOB No.: State: N/A 09-2654 AWS:D1.ll>< 1111><1 Moment ~i r::-: IIIXI 111'1><1 I Approved plans available? IX! [J Ii I Boll' AJ25 Ii A490 I! AJ07 11 n ~ 'lXi Foreman notifie~ of nonconformance ilems? Ii r- ,I?<J, l' Reviewed prior inspectiolll'ep0l1s? I' Electrodes meet specifications? ! Material reports randomly reviewed and found lameel specifications? I Assembly of weld joints meets , requirements? I. Fabrication andQC plan available? Studs checked for size. location and quality? Welder certification and procedures acceptable? Volts/Amps monitored per weld nrocedllre~? .1 Brace Frames' Cj Previous non compliance items inspected? Reviewed fd-:n~1'M- BBlcs Bob Brown/President YES NO N/A 1X1l':: Cl IXIC:C I><II~ II 1><11: CI lXi CI II II r:-I ~I 15<1111 r Completed work complies with specifica,tionS? -Deck welding RepOl1left 011 SITE I! FAB SHOP I, Flare C! 'RFI #(S) Full/PartiallZJ Fillet ,!XI RFI(S) Attached , Welders Name: On file Fab Shop: Greenberry Inc INSPECTION: YES NO N/A IX! Ii I 1'1'; I>< I_.J I. '! ,. I><i Multi.Fillet I' YES II NO I' , , N/A I -- -- . Inspected completed full pen and fillet welds on A17 to 23A, 22A, , 21A, 20A, and 19A for pipe bridge assembly. Completed welds are acceptable profiles. CC: . Pending Date:~, '21- JI .,:" """""" ACS Testing, Inc. ACS Testing, Inc. .. ACCREDITED 7409 SW Tech Center Dr.-Stc.145 Tigued. OR. 97223 I'H:503.443.3799 FX:503.620.2748 IDeNTIFICATION JOB NUMBER 09.2654 II' Spnngfield Pipe Br DWG, NO 1114-ES REV ITEM NO Pipe Bridge MATERIAL TYPE: A572-50 THICKNESS ,625 ,750 EQUIPMENT, Kraut Kramer USN52 COUPLANT Water Glycerin o WELD/PART IDENT. Transverse, 23Ato 16A-3 16A-3 10 22A 22A to 21A '/21A to 16A,4 16A-4 to 20A /'')bOA 10 l6A-5 \...J116A.5to 19A Horizontal Weld 23A 16A.3 22A 21A 16A,4 20A l6A.5 19A I Ultrasonic Test Report ACCEPTANCE STANDARD CUSTOMER IDENTIFICATION AWS D1.1 Greenberry Industrial po BOX 1990 VISUAL ACCEPTANCE PRIOR ro~ BY: Mark Powell Corvallis OR 97339 AWS QCl z 0", 1=0 ~'" ,_u :EW :Hi DATE: 9/16/09 DECIBELS DEFECI' .. z z W Z ~ lj U 0 0 0 5.lj lj.. ::> B z: ~ B~ mi ~ lil .. ::!.. r; ~~ COMMENTS ~ :> ~.~ ~ ~ ~ ~ ~ z '"'I: " '"' S l;) " 0 h z z ~ z ~ :!I olf .. '" '"' "'0 0" lL W ~ ~~ID70 ~~D70 ~~ID 70 ~~DI70 ~~D70 1~~D70 .~.~DI70 OJJC _ ____X__ I , , , - r TEl.'HNIOUt ::;lttl-";n (iF APPLlCABLI:) U tP~(WED"B TEST CONDUCI'ED BY: , l'L .~ ~n~.Il.tfl "'/. LEVEL II DATE Sep 18. 2009 ,Mark Powell DATE Sep 18. 2009 , I L LEVEL II INTERPRETATION BY: Mark Powell , " , ACS Testing, Inc. () 74(19 SW Tech Cenler Or. SIl!.14S Tignrd. OR. 97223 I'H:50J-312-HOI FX:SOJ-62U-2748 IO'fNnFlCATION JOB NUMBER DWG, N01t' '-t ~.t,SIlEil: ITEM N 't1 --, ,:,;L)b;".<' o _ .\~' .."....,.,~~'~ MATER;A~~P~::'1\f,7 2-~go TUICKNESS . i (o'b-F;,: , '7.5D EQuiPMEN~.k1~ t'i~NL.-1< 61.6Z- CQUPlANT.\.L\.~ a,r~2r-\\() ACS Testing, Inc. Ultrasonic Test Report ACCEPTANCE STANDARD ..~ -', AWS t'lL \, ::~~r;l1:~~~lT: AWSQCl DATE: q- rt-09 DECIDE'S '" z f,U Z 1.1 o~ U O:J WELD/PART 1.:i 0 ... ... 2: ~ ~ WENT. z ~ tL U VI w (j .... ~ ...l ~'lr~wv.~J~ ~ ~ ~ ~ ~ ~ ~ ~ ~. ~~~~l~~II~QEJ'-1~--- --- 2:z...~__~r\.; _ .. fU ~~~~ f~ 'I 'y0FJnc--~---- (~~!19'1'f '10 /6A-5 rt'JF.I[JI~ I~...,:'i 1'0 1'71/- L'::J L::::J , U;;;, (;;;,]::r~~ [B G'b _c!13'f 1~If;A Ir'l-f""J 0 2ZA ~~, f ';7'"---'-'-- ,j~1 wGO ~~.n. -",-'- L~0tiJe;:]'\?' - ---.---.----------- L$J2;____ - -- -_. .. --~.::. -,- - -- ----- ,O[=L -t-.---: - ---..-. CUSTOMER IDENTIFICATION ~:d~.;l<,~ ~\~L p,;, ,,,,.,.R9; 2-_ , ' DEFECT ' Z' z 'Ii;' 0 0 1:1 ;: h f,1;. ","' 1:1>- ~ ~ :5~ z COMMENTS x ~)( z z ,,," f: w ::ll:l ...t; Ii: t;~ '0 t: z 1'i~ "' z... "' ...", oC: .. -' "0 0 0.. -----. ------ :::-:;:::--.~_.,_:. --", --'--- .--'--....----. ---. -. ... .~~, :rEt.:.~YU'~ ;,,:c;;:~, (IF APPL1CABlE}-"=-==---~- ~----"~ ~J RI?:-P~T ~EV;~W~D ~Y'. DATE ,." _ ;----.-.---- -. "\, x + '\ ~~.~~ , x / j.-/" I I' - ....-~ :.._---;-~._~-_....:.....-- TEST CONDUCTED BY, lEVEL DATE INTERPRETATION BY, lEVEL DATE ~.,,:,,.....-,,,..:.._..- ~...,-',--;-~~,:""'l;::-:-' . ' . . . ....>, ",' .,'" , ,I~ ".- .', ," , . ~ -', ' , 1:- " "r " '\, :; ,. ,;:N " .' , ACSTesting;!Inc;" r'1'p~09' SWTech Ce~ter,Dr, Ste:i45:UAiLY FIELD REPORT FOR STRUCTURAL STEEL TIgard,OR..97223 ,,' , ' ph: 503-443c3799.' . . ,"Date:q -I t-Cy9 Jurisdiction:, Fax:503-62Q2748 " , ~:#.~~/l:~!m:~.fiy-~ij'~'~: . . 'Y~;~}i1YI<s;'~;s*rJ:'p~t Rermtt#: or DFS " p'roject Name,: 5,! ~^<d?' ,I, i ~~9 h" ~ ~Jq L Project Address: ,II) , , CitY'Sf,"\'AIl.f....i ,\t" ~, '... l~--- Cert. :'y7JfJ';;rr..&CS JOB No.: ',' , , ~ InspeCtor:',1~*: M~l( ilt/k. A WS: Dt.l VDt.4 r-:- . D1.31 DI.5 State: Cj?P= r- CONTINUOUS I' PERIODICP"""" Y1>S ,NO N/A YES NO N/A, 1,Rev.iewe~Prio;,inspection r~ports? , . 'Completed wdrk1complies' with's~ecificatioris?' ~r-II ,IT:. ,r" ,r-I Deck ~elding , Ele9trode5:)neet:specifications? I V rl . 'rtrll C'II Fa~rication 'and QCplan ava'ilable?, ~ 'r ,I Welders Name: " ,/ l[i,~ :~~~~:~I:~ificationandProcedureSVI,1 Fab Shop .'. ,GIH':2'~l b~/"~ ;;' . Volt;/Amps monitored per weld : "INSP~CTlON: " '\j pr?~edures'/ 1[" c: / ~:C'~'1.Sf'P o~~~ '" Q r"t'7a ;~'" ~- ,~ ,~ Br~ce Frames r M()mentCl1 ~ /' J?,;\ ,?""'(\ ,rc+' J;_, \ ~~,*-. ,( Jf IF~ ''':--, , '. I'" ""nf\'It.I"7'..:j..r" ?-::<:'I'\'.?'zA.., ?/A, '7rClif'<- Previous,'n.o[l'comp lance.ltems",' I ,r ,r,/ --'J..: L.- '~1. _ r~" .'- ", . I '~. -., \ 0:- _ --l - i?speCted'?' !..:" I I' Iv ,;.51 I Q-rr ' -I-,- r.. ,-:-\' "" ,~:",I, 1 ,",'I'" s= A:ppr()Ve~PI~';s.vatl'ble'? cr I ":",:-~,;,\r.'\(~,' ~'~'\~;'2 ~r)~ ',~_\oQ~>., 'I "I ..,(7""',' FT',.' .,.,.,rr. //'r$' r'i,.,.....,.).~.(...AL"'I", -',C')",,'?,lt_':'--. '; I ': _~o!t" A325J : A490 I ! A3071' I .1 ' J V .,...... ~.. :.."'", ""':.' ,\\ - 'I j,' " Foreman notifi~d ofnoncorifrihrla~ce .I \ I' 'it,ein''?: fir:/".. I 1"'" " "" ..J .. I' . I.. ' l ; , '.~.., "~" , ' ACS Testing, Inc"and our employees have no authonty to direct or Q-..~. ~~.. <r . ,.::'" ~ --:---,-a-9~IS~~ntractors andlsubcont~actors in t~elr wOlk: Code requires , "",/ ... 7/,' ./' ,. ,', ..' 'B~ldlOgo.fficlal's appro~al pflor to coverlOg of any work reqUlr,lOg , , ".. ,/ -' V'./' ,.. ", ".. ' /SpecialInspectlOns,' " , k . #/~~",~i~re:,''-'/ 'ii::>:: .' <-"..,:. Material,reports,randomly're,viewed. ,alld,found,to meet s~e~ific!ltio,ns?' 1 'Report left ~n I Flare ,r RFI#(S) sn:E fZ// FAB SHOP [0,'1 1 II[Z/ I FulllPartialVFillet V Multi"Fillet I o . . ' ,. .; ,Asseinb!y of weld joints meets require~ents? RFI(Sj Attached , I ' YES I NO 1'-'" Sh~dschec~ed for"size; location and qmility'/ ' (f)(7'(f'- N/f' I , .. i I I : I..\.< '~ ".', ,. ..t- 1 ", .',.' '. ". .,~ :1' '~ . " ~ I. A,w ""."...,..\' z ffi z o~ u o:Ju ~o ~ ~ z q:~ t: t; 0 t-.. ~o PI ~ ~ f5 -' :X ...I :!:w u ~ a ~ ~ H ~ t ~ .T~ j~ ~ ~ < -J ~ ~-' ~-:;JtI - 5fL-ln -;i-'- --. ,;?;Z.4:.:t!2.. ~____ =~ 1...:-:::1. LJ /' ;:1-7 ~~6 _3f2rOS-'---, (ZJiJ:~: G~ll _'1!b..L__ ~lnS-" :2'1,4 I,UM', ;21A [jI8 --- 7&.A J -:2,@f1,J.MJ. 16/!;~ /~A-Z-- 0 t'''J '0' :.-J _d.. Z~1'f ~ ~ V' ODD .-- ..._~_.+_._.._.. --... ..--- ----~ ----. --- -- .-- ----- [] [J[] O[-C ACS Testing, Inc. 74()l) S\V Tech Center Or. SIt.'.1'-l5 Th].~rcl, OR. 1)7223 I'H:50)-312.430 I FX:50~.620~274& IDENTIFiCATION JOB NUMBER DWG, NO ~ '-\ ,- t5 : !lEV:, ITEMNO __ ,pF, ~~.'...:' . ' MATERIAL TYPE::-!\ 57z.....50 THICKNESS .75Ci:! .f,; Z- S EQUIPMENT ~~t-MJM\.&r (~ COUPLA.NT ~4\" CJ..'(\ppr ~ WELD/PART !DENT, _._.. _. _.....1-... .,_.... ACS Testing, Inc. Ultrasonic Test Report ACCEPTANCE STANDARD AWS~'\' ......, CUSTOMER IDENTIFICATION ~\'f-h~w... ~'? '=0?'" ~~.!:\c.... DEfECT "," :s~ '::Ie( :t: ...~ lL z... .. "'0 0 lj' z ~)( t;~ ...", 0... COMMENTS VISU~~ANWRIOR TO. NO<: BY: ,,~,veLl AWS QCl DATE: l1-Z:"2--00 DECIBELS z o ;:: '" =- z w l: '" z o e.. ~ l:1~ .. 0", Z :$" ~ w ~>- S~ 0'" --- - -- - ----r---r---: ~ _.=-.________ _ . , -----~-------J -~~~,.~~- -~- ~~J; B~=g;jJ- LEVEL ~ DATE 9-z;t~ , I INTERPRETATION BY, ' -. ----- _:=::====:-=:== ==-::: ~ - - :~:~:=::.:.-_.._.. -...... --~~.---~.-.__. . . ,. , TECHNIQUE SKETCH (IF APPLICABLEj .,..... REPORT REVIEWED BY: DATE x ~I x ..;-- .f LEVEL DATE - ~"'V""'''1''''.,...,...,.~...v,~ -----, i , ----:"'t? j I ,ACS Testing, Inc~ ., 0' 7409 SW Tech Center Dr, Ste, 145 nAIL Y FIELD REPORT FOR STRUCTURAL STEEL . ' Tigard. OR, 97223 , Ph: 503.443-3799 ' ,'4'';1~L-'Ai,;!(p,!'te:, C/. Z2..~er-<"",Jurisdlc~on: Fax:503-6202748 "'l'.2t)("{,,,' ..,'1':"1"; ,i..,~. ~ -"':"'1'> r"~',:''''''~ 'I"",' Permlt#: or DFS Project Name: ~O' "..,.~~,,,,J \ ~-:::. :l;D1:- Project Address:"-=-V ~-,- "~ 1F' - \ '\ City: 6-,,,,,-~ '!\"'....4: \!' Ii State: c!i:2-_ Inspector: ,\1 j(!AI 1/ 'fJ J I'Cert #~Sn0S~AC~ JOB No.: _ /v ,,1; ~ 'Tr;o5€l,:;, AWS: Dl.l'V>>1.4 ID1.31 D1.5 I CONTINUOUS I PERIODIC G"- Fab Shop: ~ F-" \i.:)-~ NI'-\. ts INSPECTION: r I C:/(JIY"\'^I!I\(~ -k:.:.1 \~,~ '2J~::-\ '\(\~0'"4~C{) I Drace,Framesl Moment I I ~III r.::: /' ~,I'>~ <t C\ \:. l '"'_-;;~ (f~ '::- Previous noncompliance items' . '.;;-n ;:"'\('::' l€, ~ '-?~ ,~ .:,,:-~~'\.-,,~,:_ ~-.., inspected? _ 11[:> ~:' (.)C . ~,c- C ~~ ' ~~A.\,~g:,\n, Il"":;z.,, 'I Approved plans available? 'Irv1'111 ~f\-?' I fJ(('A.,_ 0,JJ" . t-\(;::o''-'' \I~ , ' , , ". . ,\ -.I/~ '?4A,?/: \ ;;nA?<7iA- A,?qk laot":AJ25 I A4901 AJ07 !:',IIIIr:......I'" '. -,"." _.Qt.1 - " -,- " ,'" .I_,(),,\\,.. 0:.\4......... "70,), 1'l.I-r-+D7-;>k_ For~man'n9tltiedofnon~onformance', , , ,\,J. - ';-.' -- " -\,. . - items?' " I r-r(:/ " ".,__--: i42Z./" ACS-Testing.)ne,:and.our employees have no authority to direct or -if. >/ ' advisecontractors and subcontractors in their work. Code requires /--- ? ',____ BuildingOftic,~I's npp.roval prior to covermg of any' work requiring ",/' 'Jn~peci/riigmitur~' /..." ' !. ~-.......,~p'~cJalInspe:tt?ns" '. ' "'// ,L/'( ') " . i . ,I ,...' :,,' '--,"./ ,~ ' .,' 'I Reviewcit prior ins'pection reports? I Electrode's meet specifications? Material reports randomly,reviewed and,found to meet specifications? Assembly of weld joints-meets requirements? () I Fabricat,ion nnd QC plan available? Stud~ checked for size, location and quality? I, :r I Welder certification and procedures acceptable? , I I I , I I i , Volts/Amps mOnitored per weld procedures? -~ 0' i I I.. , I , " , : I ' YES NO N/A YES NO NIA I f Completed work complies with specifications? I Deck welding I Reportleft ou SITE I [;/'1 ~ Ir'[V fI/ ~rll v:111 1[/11 , VII [i::? III, liD'" VII FAB SH0P Full/Partial rl/ Fillet IV" Multi.Fillet r I Flare ,I' RFI #(S) RFI(S) Attached r r / YES I NO IV' Welders Name, 01 r--:-~$-"_ N/A r !., '" ILl Z Z Z g 0 tI 0 0 ~ ~ g .. ~.. ~ g~ s ~ " :; ~ ~ ~ ~ M~ ~ ~ ~ ~ ~ ~ ~ 5 ~:! :~::i~ffi~~---~--- L.~__ 00 [J , ---,-..-....-.---- OCIO O,CIO------ _._-~ OLIO -- .........~ - .--.-- ---.-. [] [][] - --------- _.__.__..==-_~tJ [= C----------- --- --- =:-:== == ==.=..-.-: =-=--= :--- - - ----- ACS Testing, Inc. ACS Testing, Inc. 74()c) SW Tech Center Dr. SI~.14S Tig,nrd, OR.. 97123 PH:50.1,312.4301 FX:5fH.620-2748 Ultrasonic Test Report IDENTIfICATION ACCEPTANCE STANDARD JOB NUMBER DWG, NO _ 1// I.f E. "5IlEv. ITEM No/4'A:-. j7,;'f-fRt,?fM:,';l3k MATERIAL TYPE:)t 5'tt,', qr SO :~~::::~~ ~l<f+hLtcJ~5Z- COUPLANT ,^-~;/7'.r /,"P IYJ AWS b1, I. ....... ::~U/j);:)2CO P;:;;l AWS QCl DATE: 9:,~ e Dq DOClUELS WELD/PART !DENT, z 0", 1=0 <", ~o :;;w j5 I:i UI [;l '" Ii: UI U U < .....-...--- ..--- -~~. ----" ------- . TE~l:.!!!!g.!:!.E SKE'rCH (IF APPLl~~;Uj -::=..::.....--=--====-:..-==-...:-.----:-~~- - , REPORT REVIEWED BY: '\ ......'---~ X~I -41 x __I /'/ j DATE CUSTOMER IDENTIFICATION ::;::I? ~I+'/d Q. '{:)t:-- hI- f ~ !..- ~ v DEFECT UI "," U UI ~ :jl;1 z l;1>- COMMENTS X ;;Ii" z 5e Ii: t;~ ~i5 UI z... UI ...", .. <" " ".. "If -------- -.-.-'--l T/;i:1ED~I/ --~ 9-(~ LEVEL _~ DATE INTERPRETATION BY: LEVR DATE '/~'-- Acs Testing, Inc. 07409 SW Tech Center Dr, Ste,l45 " Tigard. OR, 97223., , Ph: 503-443-3799 Fax:503-6202748 ,..' .:----,.~: I)AIL Y FIELD REPORT FOR STRUCTURAL STEEL,. , ,;,":;,;,,,,,",. ~.,",< Qate: ,10 . (3 '09, ,,;J, u,rlsd.1ctl,o, n: .- T, ;)l'?r'/t.-;;,<t9~"l~~,~,,~ Permlt#: or DFS Project Name:..)_ ,,?, Project Address: City: State: , 'I~spector:' VrAGtf-K ~{I Cert #: c9~ ACS JOB No.: . A WS: Dl.1 fG/D1.4 I D1.3 I D1.5 I. CONTINUOUS ~RIODIC~~ (' () ):::; le-. Weldercertitication and procedures r-: r r ~ O^ lr---...---A1 ~ N/A I acceptable'! " . IV I.,.., 1 FabShop: (-C:l1''Z::G-<\ ll::JC5\'\J,- . I,' . . . . ,,.1_ IN~PECTION:M.O'I\i'\""'I~d F~. J; i ~ft"C.~ W~(J "fl<[) r I Tv 't" I )\""'-1'>.>"<"7 -h,:"", "e Ct1S!V'l'0l \>' 4",9.., I Bl1lceFrames I, . Momenlllllr-ltll'~L(Jt i ,f\Q, cP \M'~e ~I J V\A ~ ' '" . p'^rlC-,s:..-.,ll r' I ~c' S'- 1\,V'Af-k-',c.., 1.../ . . L b PrevIous non comphance lIems PC: f---, r.- / ; I ' ' - i\' / N') - - .tnspectcd? ," I~ 'I I l,... q"'i?:A. ,LI.'1~- -'-I-If-, :', J Approved plans available'! r;/ 'II " Bolt" AJ2SP- A490 I' AJoi, I rr rt:: / Foreman.notified of nonconformance .'ite_ms? I Reviewed,p~ior.inspeclion reports'! E,lcctrodes "meet specifications? Material reports random!y reviewed and found to meet specifications? . , ' ~ssembly of weld joints meets requirements? o ,I Fabricati011 and-QC plan available? Studs checked for size. location and quality? Volts/Amps monitored per weld proccdu'res? . YES NO N/A ~rl [//'11 ~rl rvrl ~Ir II r:;/ II~/ 2',.,p, I. Q.,,\....,,-- YES NO N/A I Completed work complies with specifications'! I Deck welding I Report left on SITEI I IV'I r- I1I P" I~ FAB SHOP I Flare I RFI #(S) FlIlI/partialr Fillet 1""/ Multi.Fillet I RFI(S) Attached " r ,..- YES I NO IV Welders Name:- 80 t'F Irnn'X7...... "~,., 'A'" , /J TACS Testmg,"lnc, and ollr employees have no authority to direet,qr, #,' ," advisecontmctors and slIbcontmctors in their work, Code requires , ' .- ,):; :...--; , '~ ' BuiidiiigOfficial's approval prior to covering of any work requiring ,...:::z:~ /' - // , /.;/ /"_ " ~ SpecialIm(pections, - ' , " In~p~ctprSlglJ.'ll1ir~" , ~ o " ....- " ..:;r. "\" ".r, Steel Shop Drawings \ \ , y, \' , j Page 1 of I , Matzka, Bob From: C,C. Peterson Engineering [ccp,eng@comcast.net] Sent: Monday, August 24, 2009 9:36 PM To: Matzka, Bob Subject: Steel Shop Drawings . Bob: "No Exceptions Taken" regarding the Steel Shop Drawings, c.c, "Pete" Peterson, P,E" S,E, C,C, Peterson Engineering (503) 287-5532 Phone (503) 282-7226 Fax ccp,eng@comcast.net 11/12/2009 -I 1''''( ~ ) eS 20-03 VERTS @ 10' EA FACE~ /12#5- 20-03 N5&FS EA SI DEI OPNG , '/(.,['V-2X2#5 19-01 2 EA FACE '" 0 .' , 0'. · rOi ... f/ r'" n-", "'" ..." " "" . ..,. ...~.. ~ "I". ~ , . f # /7#8 '16-02 VERTS @10' EA FACE ~<' 32#5 5A2 ROOF SLAB DOI'.ELS (MATCH VERTS) 2x12#5 4-00 DIAG EA FACE~ , / . ct.) 28#8 20-03 VERTS @ 10. EA FACE 4x25#8 22-0~ HORI Z @ 10' EA FACE (ClIT TO FIT @ SLOTS) L________________._____'~' NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED@ REJECTED 0 REVISE AND RESUBMIT D CHECKING IS ONLY fOR GENERAL CONfOJ.M....NCE WITH THE DESIGN CONCEPT OF THE PkOJECT AND GENERAL C'OMPUANC'E WITIl THE INFOIlM....TION OIVW IN mE CON'TMCT DOCUMENTS ANY ArnON SHOWN IS SUBII:'CT TO THE REQUIREMENTS Of THE PLANS AND SPECIFlCATlONS CONTllACTOk IS kf.SPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFlRMED AND COIUlELATED AT THE JOB S.lTE. FABRICATION PROCESSES AND TECHNK)IJES Of CONSTkucnoN. C'OOkDlNA110N OF HIS WOkK. WTTH THAT 01' AU OTHER TRADES AND THE SA TlSf ACTOIl r PEkKlRMANCE OF HIS WORK /..., /4~U~e ~I.OC> ( / ~~IZ, --'r J _ ...l=" , ,L..) .....--...... , "'----,AI ... ,- I , -, 8x25#8 8A! CORNER BARS , ' 4xzs;lle 2Z."0(.~1~ f'!~ll ,~ 2..;,8#8 20-03 .~e:~ ~r;-y.1I_ VERTS @10' EA FACE ~ I , /2x38#8 20-03 VERTS @ 10' EA FACE V 4x25#B 31-00 HORI Z @ 10' EA FACE 1: II .."" 1. ReInIorclng lleeldotailttd 1'1 ....".. WlIh CRSland ACl315 lIlandaldt.. 2. Roinforclng aIooIl$ MIS. Grllde 60. ooktot 0ltl0rwIa(I t'lOlocl. 3. Roinlorohg __~ d<RWlngD"",..be.-d 1'1 eonjuncbotl wilh.and do no4 ~1t1e. ,d<~ 4. ~ ~'''''''.'1or1.lM III pl.::1ng .onOl'CInQ .l....hny.f..-t ___no~Iof''''~IlCCUfIlCy.dMlgn.OI' ecn~ oldefecn .....".., euch dnMlelOne 11ft uMd tor OOI\IItrudlon """,,",. &. Nrt etTOrII. I'll: . ., 01' orNI...... ~ !he p/Kflg df-.g. end ~ dfewlnge eNllbe ~to f--.r'. 811onllorl prbrlo rl!lbncallon. BREStlEARSlfHOkNTON ENCiINEERJNCi CONSULTANTS. Ud O I 1010212009 R I Alfredoll~d IMMI ale y l&llf I I " "" ~". "~ 1 I" ":~ ~ . , ,..., ,.... J-U ,_U .fflr"lNUIIl.....ne1 f "11 0 " I luj :1 ".. ,.. REVISION REV, DATE CHECKED 8Y OATE Farwest SHEET TITlE: PUMP SUMP WALLS JORAWA Br: RY ~ KRH 6.- 6.- PROJECT: I P SPRINGFIELD fArE: 6.- 6.- Reinforcing OMs ion lOCATION: SPRINGFiElD, OREGON g4B46 SlAWS: 6.- 6.- AUBURN, WA, BOISE, 10, EUGENE, OR, OGDEN, UT. VANCOUVER, WA, DESIGNER: INTERNATIONAL PAPER APPROVAL 6.- 6.- 1-800-835-05T6 1-800-632-5951 1-800-269-8720 1-800-835-3039 1-800-793-1493 lHfErl: CUSTOMER: GREEN BERRY INDUSTRIAL PSt Page I of2 Matzka, Bob From: C,C, Peterson Engineering (ccp,eng@comcast.net) Sent: Wednesday, September 23, 2009 4:04 PM To: Matzka, Bob Subject: RE: GBI Submittal No.4 (Masonry) Bob The emu, mortar and grout all looks okay C,c. "Pete" Peterson, P,E,. S,E. c,c. Peterson Engineering (503) 287-5532 Phone (503) 282-7226 Fax ccp,eng@comcast.net From: Matzka, Bob [mailto:Bob,Matzka@Jacobs.com] Sent: Wednesday, September 23, 2009 2:56 PM To: Pete Peterson _c.c.Peterson Eng. Subject: F'N: GBI Submittal No.4 (Masonry) Pete, Please review the masonry submittal and reply with comments, thank you b Bob Matzka Jacobs Engineering Ph, 503-624-3101 Cell 503-706-5389 FAX 503-624.3100 From: Eli Chisholm [mailto:echisholm@greenberryinc.com] Sent: Wednesday, September 23, 2009 1:42 PM To: Matzka, Bob Cc: 'Clint Rust'; 'Sammy Oliver' Subject: GBI Submittal No.4 (Masonry) Bob, Please review and comment. Thanks, [~ 11/12/2009 Page 2 of2 Eli Chisholm Project Engineer Main: 541-757.8458 Cell: 541-230-0450 Fax: 541-757-9649 www_,g[eenbeL~com 11/12/2009 5-z 7-11-1 I I ,J:!!.iJ _7::.'1.; fIn" H SPU<< ~ l_J I_J J t 1.11 I+-Z ~ E:YITMDII' sr:,.,rr8oJF "p ~Mfi" 14S nP ""IT/' L ZIJTf'''' 0'" C, To €.- :1.."" II. ozo <AILS. PAIIJT Sf"FC: !;"n;I'>I.'" CDfllTlIJ6 -~rMfT.l!r z"TT""'''' t:OIITlIJI!>- '-"~M. ~~,., rr~T '$0 'IF 1-lIi ~,t-IIS1Z. ~5l:> JO" I ,L , 1'''~1 1.11.71 7-,121 F,E:<I) $Pt1l:F ~r 11\ ~ I I 7.II'f I '1.1/7 I 7-11'2 I I 1-11i,7-1I!, I 7-1I~,- 7.1IJ. J.7 '" .., s ler , , 7-1/f_1-IIi l-IIS I I 1-1ll.. _1::.'1t_ '{'-If_ (~~': $I"1Icr: .Hm~tl _ --.1---- - - _-.l.. 11." - - 1;:-'1" -"ii. '1 -t s.s f.. 1 II il ~.JU _ 1- ~E!~r: errf') ".'1 11-'1 -:) 0' ~ --( IJ II ~I I ~ ,_., \:IH::'" - 7~~'f- ~ tS-"', i*rt-1I5~6if.sf SL O(/t7.~ 6f'>'06€ Cf'>.S51'-'6- PLAIJ >"'lcW <( ,~e. vV' <:)~ l> ~v v-' ... ~ ".. 1-\1 7-7#. 15-~ j}:"!.""l6!'SO . - is.:z- 4-. :t.'...~-- J5~' ~ ~ ' .....-..., ~ . . A ......-.. ....... ...... ~ . 1 -lf~ 'ID" . - " 1t<M-,"- , .0.1 ~._" 1'-~ _!J .._:" _~_v 'iflr ~..- 37-. IZ lO;~;2()' . . ILJ 8 . AI ~d 1'8i '( {,A L~ / - "A' ,.'1'6 flHJCHott 'l.'7i -- 13.I-i , ...-....- ,-- ...~"':"::;; ,........-.. I L , /"lq. I f!s /" J /'( c,U-V>~Y / EIICHJlflJt" / I ~z~ (.3~A fl ',t;A - 48~-D, .' Cl.' ... For Approval Only -;-Ifill ..-It ..f ... -, f " ,\ I I ~ I ZqA,~ ~8!.. "2M 'II I !~~l-I '1r.R + 'f84-~ --l-./e) --LV 8_0. Po NO~cr-'I:hlAKEN 0 MAKECORRECTIONSNOTEor:1 ~ .. ~ ~~5;l R~. .Gv 0 REVISEANO~O 0 ('58 ~~I I~:~J.I I,il' I ." rl6A - ... 1!Q1.:..~ IH-f'~ ('HM' -'NO IS ONL V fOR GENERAL CONFORMANCE Will! lliE DESIGN CQNcu.r Of TIIO ..n"r:r A~n, 'EN""''', COM'"ANEE WUH ~., d'liJJ#Ii.,'Ji~ u'1l:J\ \I~ \\u~. ll.ltfrRACT DOCUMIo'NTS ANY A~~rJ SHOWN IS SUBJl'.CT TO TIlE REQUIREMENTS OF nil.'. PLANS "Nfl SPECIFICATIONS CONTRACTOR IS RESPONSIBl.E FOR: DIMENSIONS "'-'HICH SHAI.L BE CONFIRMED AND CORREW\~~T ~~J . FABRICATION PROCESSES AND TECHNI at'!:" tt COORDINATIOl'l OF JlIS WORK. WITH rnA~., fU.. v n[l SAND TI'E SA.nSFAClOkY \'t'.RfORMANCEOF HIS WORK ~~U~~. :.:':;::'-~jJ:~ - lor. . "., , L t i' ., L'~~ BRESHEARS. .. '~""'" ~.. ENGINEERJNO CONSULTANTS, Lid Dale I 08126/2<lq1 By I Dean Crail! I MMI G J ..y " .1 I -f .An ,~'" GRUNBfRftV FABRICATION 5nO NE rUlon CRetE CORVAlliS, OR 97130 ORE!N8ERRY PH'(541)-757.8458 ..-:,,-"'~ 7.0... . ",,Qt ", "; """~ r:>V DAm 'V. ,~/ ".0"", rce-elOiJ6t,. I'ifWn.tl" i'. "'lll[fw:itt~ K*. I . ::r. Po '='-L-, n ~F ~ - ... = ..-.. -:=',.'( &v~~~:fr~ n -~'1~' - , ~ tc: ... .' -'i ~ .~ ~~r:...._ I' r.,'''-'''''''' ~J~;.::=';- ....-.--,- ~117l-" C'l / 1 '1lf' ~'..'" 'i ~.. '-..'..IDa.J"'r-. ...1<'" ~~ ~- ,- 1 -- -- ~? - , 3[ ~f&'~4 Y - ~ (, z-G .. 6 L~ ,. ,._, 4k 4 V V4- . , (, '< 1 '- ~ 1\I N --j "" . ~ frr!f I I . }l- I IfI ~ ~r ,~ ._. ---- -- L ~~ z7f...:'Zf --, ---'-t-r-- --QI.,.~"1"Fs. ..IJi.L~ I4-A 5-0 WI?-"lii5 --f Z fl~61 p 3-" q ~- -4--, ~ .. ~ ... ~ ...~ ~. ~I~ /- , ." ---,1,_ y \l.. &. ~ - J ~ 1. I~I,_" \~<S'J~ ~ ~~~ -~@~ 5~ t ~~ _r'" ~ ! - -'2#. ~ -<">--.' ...'1- . .... G COLUMt-J Iq.B~4f~6l"ro I I r r " (, t T--.. -.- -.- , -~ ,i ~~ \ -.Jh ,., -u;" II i IL~f . I ....", ~.... Zf -q" . ,f\-- [ .~ 3 (; ~ i I~ I ~~ i i .e,f416' ~ ~I-- WffliP.1O t Z~I"3~tii ~l \-\ 7S'-2- (, 1 G j/ldf I I f, '~i 61/. -~n- I I I. CL( -- .. '4 --~I"'''' ;J 5:;' ~ ... "" - FIECr: ~ I dlofl * V"/"1IF1' t NO :::XCErTION AKEN 0 MA) E CQRRE( . IONS NOT m G RE.}CTED 0 REV SE AND R >URMIT D I , nl~KJNG IS ON} FOR GENERAL C oNFOkMAN(fI wJ1l{ TIff DESIGN C01 :En OF l1i t PROJECT AND~~ERAl CO~L1AN(,E Yo' m TIlE INf .fO.IATlON GI ON IN Tl-lE CO n DOCUMENTS ANY ACTION SHI 'IIN IS SUB] T TO TIlE Rf,QU MENTS OF TIff PL'.5 AND 8Pf IFlCAllONS C'OI'ITRACTOR IS ESPONSlBLE, fOR. Dl~ ENSIONS WJ{ ::1'1 SH,\LL B CONfiRMED AND :OIlRElATED AT TItE JhB SITE; F~CAnON ~ I(E$SES AND n :HNIQUES OF CONST UCTlON, C kOlNATION HIS WORK wrrn 1 IAT OF ALL,OntER TRA IES AND nt SATlSFACTO PEflfORMANCE OF liS WORK BRESHEARSj ..........'.~.' ENGlN ERINGCOl ~ULT"'NTS ..1.4 Dal ~ I OS/2612O< ~ By I Dean, ?ill. IMM/I ] " t (;;'7 b '-'2- '- _ M).JO JQ JO'IiIIl _ _ _onl'l1 BLl 01' w..1tlll~ -- h - (>1 of I_j , -l I 1 I ' ~trl' ~ '1- 7 . J~ jz {~ , t ~,~~.~ ~ h+J -~ /ff.JCI-!O!"7 - e.p - (1;.-~6iIO _ ,. 5 ;;.-r, ~ I ~ ;-J" 10 /z. . . ... ,~ 71a~~.(f 3 () 7 For Approval Only ~~. _.~ ~4 C G saMNEEUJOn0fK11 .... CCNtVAUIS I, ti\"/"~~:t PHll!Mlt7f7.....S. ::;.'!f~"1!,.~~,. '" ,.,fvr;,.,cw~Oivr~!?~ :r. P. flM-Lirr;r::'-t I J COI.UM/'J 'rc;.~C.- ~'M;""'a'"(~D """'" ----.= St40P ~on.-, I. SHOP PllOo'I:lE 'o'{NT It(US rOIl I(lT 01' GIt'.Wllll..o ~~ RtCl\M{o. <1 "'" ---.-- ---- - - - --~ )--... L!. .:r ci. lJ.J /' /';:~ "1 -' 1 ~5"'" . . ~~-- ~~ - "'''' <:> ...!. "'1'1) -";::: ~)~ ~~ ~ -a,s iJl- t.., zo!/-o ~~ ~3..;.i... l PI F~ Sf.lf'P()f)T- '15"/1'- :z.,.,r;o,ID 5"" pR/<Jr SPf!C, If "ra '~ '1 IZ (Prt: "I!! 'bi~ -~~,~ ~ ~'~ ~'I+. ,. ____ '7~ __ ~ T ...... ~ , L -c-- (3~J <f -~- - (S) ,/-1;10 EXCE'AON TAKEN D MAKE CORRECTIONS NOTED G \.:::. V '. - ~\""J I D REVISE AND RESUBMIT 0 L, ~~~~~G ~~ ~~ y P~~~E~'NE~L CONFORMANCE WITH TIlE DESIGN -l. V1NFORMATION GIVEN IN rnEAcg~~RAL COMrLlANCE WTrn mE SHOWN IS SUBJECT TO mE RE UIRE DOCUMENTS . ANY ACTION ~'H~~~IC:H~~S B~ ~~~F~~1l A~: ki~~f~~u.~F F~E ~~::-~Sl~~~. FABRICATION .,~.~ ........LATED AT lliE JOB SITE COORDINATION Of HIS WORKA:n'l~~I~~ES OF CONSTRUCTION: TIlE SATISFACTORY Pt::kFOkMANCE OF HIS WO,,;LL ornER TRADES AND ~ / ~ C'''ts..../l '~ '1 lOTi.; '? t/,a ~~ ./ '~' /..~ {i) ::;~7}"4- ~ ",,!J ~"I-~V '" 01111':1 \ I - h ..... ' I ..~ ~ ' "I- _,I\, "eiS" ...J c> ...... '" I ~ .f f( pt; BRESHEARS_ .. '~'_" --'., ENOINEERlNO CONSULTANTS, Ltd O [ 0.12612009 I I ate By Dean Crail! I MMI '4-~ - (2-'0- 2:--0." ~-- l-- ) '--- 1- f.~~~t~~of~~ I 'i~~'f~~ life ~\ 4- ~o~. ... ~F .... l.~' c:-: btt,., ) >t= """/ii"-:'~I S~,.Por.T - .;s'B. - of-'3te!p' 5E~ ;:f'Jr sf'l~. (11& i \ ...t!! '" \~~7 ~ ~ t.~ , - BlLL OF MATERIAL ,=I-;.t:: :~' - ,....\., ~ -! -- - -~.f ; 3fR' .~~t.v~~- ~t f/5' _t_ "7 ""~,~' Il.!;' -L. "J, d:.: '"6,~t1iJ.::. J_ - - Ju. ~iL"""~ - s:.. T.uvr I!JO~ i I _ _ _ 5.t ,.11 0, - Qt1~!! ~ For Approval Only " ~ ..~ \ ~__,~ ;-l~i ~~,.~'~ ~1fY7.., MIUl ,,"u... 7fM- - ~" B c .~~~ f : Q f'FAI .\ UOTr ClOCU _ . '1\ 0Il.7S,., ::.~_.......,~~ PH:CS4 ' =:-:::-'-..~Jt,~ M- v~ ~1L11~'!""'''''' . - ~~n;~e.E "'fV~,., W1fT'Ei. "".-_."'~'J..g :r_~ --,--,:.i1/'lj::'\; jR (J" 7-II'/z \. 'I Z-7Yz. 166 -IoIJLT ---- ~ Ul I - " I I'rI ~<t- " " ,. I L-L, ~S'IAIlIl'" L -10 --_ I __-=-__ , ~ -z.-- 1 '-"~'4 / ,> 1.'6 1(-'1-(;, ~ . . ~ rl:. -. RS7? - 6k 50 {}IJLl.r;o crw..JvIil",_ ----1'1(>"'- SIi'CTlp,,! !GfJj" t;,;!,:Ili'tAIO P'FE S'5CTiO/./ 16/5-- puli f"Il;e.'o ~ __. ~.r _:-__ 'L" Q5,;: I ., 'I", " , ~ /,,3"'I1:.,r:n. I ...... _"Yex.o rt-'k~ U " -11(\ - ," 6(',ovr ,,,u6- prt=CE: : 1,,/6 ~(;J) Sli6"'E'IT"S C' 0"" ,...-iiTo" e !'ZOo ~5~rt- 1l57Z. 6"'._50._ $lSlVllf'le 4- StCFS - ~fiV"L --- ~ $ BIlL OF w,rrRIAl '.'"/ "'~ - -. !..~}d~..!'~ I ~ -l"J&J..!~1 6- '41t't II~ . ..:.t-~-, " .----- -~-.. 1- -.~~~;~L~_I'-l:1:L!lU::tL ~ 'l'-'" ...rzo:f -/~ 'J.~~~,~~~i..c.kk~w ........ C1~cZ&1f.IC_.f_~ ~ I' L__ , , :1~".f ;;/ { 16b. \\ / NO EXCE~:(~ 0 MAKE CO"^,,, 'IV' ,. NOTED G , 1 ~~ .n""'Evii~'DRESUBMIT 0 tu:..>c.....ICv :~r CONFORMANCE wrrn TIlE DESIGN CHECKING IS ONLY fOR GENERAL GENERAL COMPLIANCE Wmf TIlE CONCEPT OF THE PROJECT AND . l>O('UMENTS ANY ACTION INFORMATION GIVEN IN ruE CONT~~MENTS OF mE PL.ANS AND SHOWN [S SUBJECT TO TIlE RE~ RESPONSIBLE FOR DIMENSIONS SPECIFICATIONS CON"nACTOR I RkELATED A'f ruE JOB SITE. WHICH SHALL BE CONFlRMED'OAN~t'.~~NlQUfS Of CONSTRUCTION, F....BRlCATION PROCESSES AN lliAT OF ALL ornER TRADES AND COORDINATION OF HIS WORK wlm mE SAT1SFAc:TORY PERFORMANCE OF HIS WORK BRESHEARSfTHORNTON .L., ........ ..:...:.....JNQ CONSULTANTS, L.l:d I t [ DeanCraill IMMI Dale 0812612009 By J 1-1 , =t=H=: I I , I , , , , , f' , , , , , :r-:J -; f: I , , , , , , , , , I 1-: ~: '-1-: '-- , I , , , , , , , , , , '-1-' , , , , , , ! , I -I , ,\ ~ ~7' n' ~ ~ ~I/! - ~"" ~'- '. I \.-- !\) - ?:_- ..' c.:r. f. ~ 0/" rrsr Ot<TRfL ~\ . ~' f ~ i ~/~ \' For Approval Only l'1,;.y... Yll.. ... ~ '2 lUll' UOU~ L....," ......-"U~_...L_~...i -. ==-- '""-,,, -- , - ;,",,1 _lu,41 zr..,.,.-.vlr !!iYL:2!S1"r'=. ~C"o~ --,, t!!!!!!.'!:.-....rA3b"': -- 'Q GllfUd:fRKV FA..tC.A1'ION 1 I, . J I: CO<<VA us. OR .'aM ~!!I!IDI!r! .....: 1M. , . ~~~~'Q~;'..l..~_ d~ OAY!'!..I.fl.. -_.~ 'l11~ _ 1'lIlOJKT:. IPCJttf _~. '/I,7vt-I', :4""~ ~'.!~-~'LJ _.:"-'1"-5_ I,~ "'!.!...L11,..~,t_ . ~~ ~ ~ r'l~ -~ . .. --=t~:. ~ BlLL Of MAllORW. H _I _ ~MI ~ I~-I - - _ OOlOCl , , 7- /I'/z - -- J' I J I-S-Z ,-~ , , ""~"'~' -;i;t.~"'"G'1't!-:- . ~ ; 1=1."'''''' . <"~;~:. ~ .";~~I ': , -_17___ . '.1 ---- --- -- " I - !1{;"<f ~ \ ! ~ <> . 11) ~ L-L, ~S'''''''4''' \ , \ It , o ~/7---~1~-' '4 5/1 rt - 1157<! - G~, 50 (',OLLr;:O crLIIJC/f:1'> '& ... . ~ PI~~ SIi'CTlOIJ~/:Ij._.!/J~"'-~fj}lp L I 'J: ~ ,--r-, , , Y-: , , , , , , , , , , --: -.- EN 0 ~ORRECTIONS NOTEO Q REJECTED "" . J ~ND RESUBMIT 0 CHECKJNG IS ONLY FOR GENEtlAL CONFORMANCE Wml TIlE DESIGN CONCEPT OF TIlE PROJECT AND GENERAL COMPLIANCE WrTIi ruE INFORMATION GIVEN IN TIfE CONTRACT DOCUMENTS ANY ACTION SHOWN IS SUBJECT TO TIfE REQUIREMENTS OF TIlE PLANS AND SPECIfiCATIONS C01\rlllACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONfiRMED AND CORRELATED AT TIlE JOB SITE FABR.lCATlON PROCESSES AND TECHNIQUES OF CONSTRUCTION: COORDINATION OF HIS WORK wlrn mAT OF ALL OntER TRADES AND TIiESAllSFACTOJl.Y PERFORMANCE OF HIS WORK BRESHEARSfTHORNTON ENGINEERING CONSULTANTS, LId Dille I 08/2612009 By [ Dean Creta I MMI 'L,t eft; 'i: J,. I ~~ <f /~-~r ;'~i r/ ,,1-;- " , <f 8n; I 8T" " /.;,~ i \1'> ~.I.~~ 4:,- I I \l i ". n. to,:I~ "t!....:-.w ~ -. '" ' . '-- .. " '-'b..~' I l 11 , i .V I -" __ __._ ~"L- il7r~:. n~t1.- ~M~ iIf;ii; GIW'"Ji. r'. . ~ 5830NEUUOTTORCU. ~ OOftVAWS. 0Il.7S. ....:)'r;;J"' '7"'-" ~1'S41"757...a4St1 Uf!'i~)-d' ::-"::'i\"',.IV---- ..., .....,..... t!"~,ftl"; fCllVcft, iilltfTif't ,,!!j-~ atl'E6_ .'!I :I. I'! ~'7f'1f:"'-'t7-' ~ ~II() :::: "'N- '11 , Fat Approval Only c..Y.F. - of P rrsr OI:TRIc.. ~I- !J7. \- ~J-f/////a -- 1\ ","",-"11..0 I/~ \J'r"~ -. \b <> ~ -.-._- 541 rt - A57Z . 6,.,. '5() Sew...,.,iO 4 SIOe-S - tM:vr;1.. -:c:- L4-~4-. ~ '{tf Z~,l.l.l. IlrllJ ..J::-'-~Cfi~ ~ '1)- " I ... -., -.- ',' J '{' I' I f'PI " II " " 'I'C) ~ .t 7- II'/z r r 6-t? ----1- - ~Q17 7-3 III , - " , ~ L----1, ~SI..../lil... L --10 ----I ~ ~ '.; ~, :.It.J.. t.!'li.'"rt~. (l57"Z- 61<., 50-;"()LLr;O CrUlJ~'" -.... ~- ~......... PIP(i SE"CTlO/J 18fJ~pt./E"'!i6l10 \.,)' ',," 'L. ., "5 ,~ 54'rt:. 1l!i7Z. 61'>. 'SO $111ll1J-fte; 4 SIO"$ - ",r;V'r;L <t ~1/;_ ~ /] = =:l~~\~f '- - / j ~ - ~---; "'t:; .I / sib l ~ f,,"'\ \- "'~ . ,1.1/ -----" '\ t;- . (""'-~~~ 3~1ll./\ \ - - ----.,('"" 4: I /" j, . , 1, I ~'- I '" ~ .-I ,,-~:r L4~4- ~ '!.ir,aLL Il rw PIECe (aln -~ -'C../-- BIU. OF lolA 1tRJAL - _ftl l'U lO'l'" - - _ IGK& T6. .4: . i=~"" - .- "I II. .... . ,.. ..,..~.,Q.. I , '''''J/IM~ _M-'~ 1:V~i , j , , ~-I-: I ~I--j-: I ; I I I \~ ;: "'::-L ~ / NocA\.ul: ~;AKEN D. MAK.fCORRECTIONSNOTED~ REJECTED OI;"nr1ou&'~ AND RESUBMIT D CHECKING IS ONt Y f'QR GENERAL CONFORMANCE Win" TIiE DESIGN CONCEPT OF TIlE PROJECT AND GENERAL COMPLIANCE wrrn TIlE INFORMATION GIVEN IN ruE CONTRACT DOCUMENTS ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFIC" TIONS CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONfiRMED AND CORRELATED AT ruE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF IUS WORK WIlli mAT OF ALL OTIIER TRADES AND TIfE SATISFACTORY PERFORMANCE OF HIS WORK I 1- -j-: , , , -J-I I , '-1-' , , , '--t-' : , I :1 , , , ;-1-: '_J_' , I , , , , , , , , , , ~j -J-I--j-: BRESHEARSfrHoRNTON E('I;oll.m:......Il.,,) CONSULTANTS, lid I 0812612009 L Dean Crail!: I MMI Dale By J-V~J ~. . --C.Xf.- D/F.'TtS]' '/'\ DIiTfnL ~1 II ,~ tl)")/f; '\ -"I' -\! '----- ,....-- ~, f/////j),~;:" " OliTR-1 L (;l - '/Vio ~ r'I f:-.'/-... ... " '1 For Approval Only r'lP/l- , _.~, --,~ !p -... ---~ ~ n-I Wi~"~VIT.- ii,tOClfTI.~..-;,6~!iC --, ~ "'~:R~r. I \ ~ ssaoNIEf:Ll . I COfiIVALLIS. 0-. .7.110 1i~p~(,i;J7;.v'. , __n, ~~f.>t'''= '!'it vcr, n;'~ .T..u.u-,c.. ""-"--'" d :IeI': ....'-.L'm"lf:"Y 10 -.J ,~ ~ J ,', ,I, it 'j Z-I{)'~ " I '1}- " I ..... ~- L ~S"A'Lillt 11 I 7- II'/Z I :t:. .---- !i-I ~-- ,J-Z""n 'I.! -i.. <> '1+ r "54 rt~E15-i? '" Gi-" 51? M)LI..f:O crtflJ~fL> - PIPt; Se-CTlolJ {Cf (i-(JlJE.,I'>!3~IO - . 'L.1t '15 'i! , :"-"'- " " -11\\ ::: 54' It.. M;7Z . 6,.,. 51? - S6IV!ff)"; 4 SlOE'S - t:>fi~r;L c~ I ____-:-1 L o l " ~~ <1'1, l -- --1- "'I~ '7 ' - . - '------- \ j ~ L1"~ ~~,~~J" f"-. '""-, \. "'~ f'i l.t'- l!I ______ I - ! ~8,"",,, ,'/L/ \' '_______~"l.?~/ , .- - "'K 4: '\:\/ ); \ ,j ,- '-- '----- //' """'-...........--_f..--... --- ~,' L_4;;~;~ f!!J~- ~(w "'I';/- U\ _ _m - - :.:.::. Bill ::':TElUAL -rr--J _ ".......... ~t" '" :;l:=1 ,m r~J~~ __ , ~'U,-.Q.'; 1]t---11 _ '~" , -- ---., l. .4:. . ~.............. I ~~~\\'.. ( \ ' NO ^'" u "< ZEN 0 J:tORRECTlONS NOTED G REJECTED OIi"17/[5" : AND RESUBMIT 0 (ifF-eKING IS ONt Y FOR GENERAL CONFORMANCE WIlli TIlE DESIGN CONCEPT OF TIlE PROJECT AND GENERAl. COMPlIANC'E WITH TIlE _ INFORMATION GIVEN IN ruE CONTRACT DOCUMENTS A!I.'Y AcnON SHOWN IS SUBJECT TO THE REQUIREMENTS Of THE PLANS AND - SPECIFICATIONS CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHIC'H SHALL BE CONfiRMED AND C'ORRELATED AT TIlE JOB SITE; - fABRiCATION PROCESSES AND TEC'HNIQUES Of C'ONSTRUCTION. COORDINATION Of HIS WORK WITIi mAT Of ALL OTIIER TRADES AND mE SATISfACTORY PERfORMAN('Ii Of HIS WORK I , , , - , 1-: , , -- t--~ , , - , , , , , , , , , , -, ,- , :=-1 - -, '-1-' . , , , , '-t-' , , , , , , , , , '--1--' , , , 1-: BRESHEARS,.. .......'...... ENGINEERING CONSULTANTS, LId D [0812612009 B I Dean Crail/: I MMI ale y ,\ "'Iro i n' $1: l' -t!... ~ \ 7 ! J For Approval Only ~ ~,.- ~. . ~ - - .' \ t'I~. c.:r.f. - o/"'=r - I~ DIiTR' L ~ _ I !~ ~ ~7' w,I" HI' -.. ~-""-:;'" J n ~ >; - ~ I'l> ;t,":"'~.:rI"'"'Yf:5l~':: 1~?7-::s.g;S'D~ \ 1fIIt.~. IR~f , I -\! -, l 'IIIlIIII1 saao NIIlUOTf CIRCU ~ f/////~ -, I' ~!~.~, =':;'~n._~ /""\ \ 1 ~"~ ~!A 'If ~w DErM LIB) I ~ =~ -~""p.5~' Jpf7-" .. ..L ~/VC,., Rt~"" "'II~~."-.u-,;-- ~ ~ M Po'l' I. I'! --'..L'm'1f!'!.'- ,..- ~ - <... f I [If, I ---- ~ ~ , - '" , .... ~- LJ, ~)$"AIl41t ~ , !?~'" t-' Ll@ \~ ,~, ,-' '\'- ~ :/ '\.- '/.( ~ NO EXCEPThl u1.KEN tJ MAKE CORRECTIONS NOTED 0 'If ~ ~~,~ OCT~ 'liil~ANDRESUBMIT D 7-II'/z !;- 0 '/z J' l I ----- t r:-- , . z-tI --- ---- '~ I-=- "7.,,17 (B;i', i't - 1/5.7~t<., 50 ~"\:;.~O CrtflJ~'" - ; PIPIi SE"CTlO/J ZrJf).~t?I1!,wl5lo ""-' '-" , ..J........_ I 1 'L. .f qS 'c: " -1'0 :::: 54' rt - 1/ !i7Z . (;ro,. r;; 0 S$II"~= 4 srO(;$ - ~rill'riL .L. I ~f~ <f1;'~Il :~, "',,,.. ,/ /:.,~ l~- .. " >.. "'~ l.1\ ;, 0/1; ~r" ,\..... -"- - <t \ \~. / / -- ,~J / "'->-. -r / / L4-~4-~ ~ ;;11(.(. fI(W "f'.'-J: C_e ("/7}_ BU Of MATERIAL _ _m - - ;J{;"" j -' CHECKJNG IS ONLY FOR GENERAL'CONfORMANCE Willi n-tE DESI(.~ CONCEPT OF mE PROJECT AND GENERAL COMPLIANCE wrrn mE INFORMATION GIVEN IN TIlE CONTRACT [)()('UMENTS APiY ACTION SHOWN IS SUBJECT TO TIfE REQUIREMENTS Of THE PLANS AND SPECIFICATIONS ('ONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE, FABklCATJON PROCESSF.S AND TH'lINIQUES OF CONSTRUCTION. COORDINATION OF HIS WORK Willi lHAT OF ALL OTItER TRADES AND lHE SATISfACTORY PERfORMANCE Of HIS WORK BRESHEARSffHORNTON .;:,. ,.;... ,.".".uNO CONSULTANTS, Ltd [ 0812612009 B I Dean Oaill I MMI Date y -' -' -' -' _---.I ---.I 1\ ?/q; ~ 37' n' Ii) ~ \ "7 lV For Approval Only ~=~- tl \' (l~\ c.:r. F. - o{ r: r \ I~ ~Ot:T"fL~ .\= I I ~' ... ~7' -ff)"';f q) ::. -. :' -..'::1.----........- ;..- J ~ I I I I~ *- ~~V71~~l{t6~, ' - ~ Lr I I I I I III, -:-- ; \I ~!~ ~:~~~'.~".::.. ~ '/"- A\C~AL"WO),~ ~'.._ '-OeTR-1 L t 6 ) - 1 ~~......... . ... "'"--" - ...II....A......- ",7VE't', WIfff;/i. ..,,-~. ...__ ,..-,-- I.r: -~ '/ -- "" :/ " 7- /I',-z ,- 7- z '/2 ~ " o - <:> I ITI "-4 t, o L-L, ~S"A'l"'''' --,-- I ~; ,. crt I 'L -10 , -f L'~' t a,7 "'., -56:;;l, -----,. ... 6...,J...--_RS,7i?~ G~, ;'". !::.:::L.~CrLlIJo!;'" ptPri 5E'CTlO'.1$.jl-~Ej.."'E'~/O '~ L ~ r IL" "'5 '"i! t i I "I".' . .r I' .~- " ,tl ,I ~ ~I'I\ ::: 5401t- Afi7Z. 6,.,. '5" S$l/Mh, 4 srOFS - ~"'''L. ""\I- '-J) ~~ ~ -' -r ~~., p'~ ~i,:~i~p!:r. "'~ '1/ --7; , ,\ r;- ""-.J ,"', ( -'-----!.a~ 'I&Y \ . -....;~?~ I ---/~*'l! ) ..!.. f // / _ ~.ml tn - -- ~-+t_-- /'" . '--.............. ,/ ~~" 11/ '\\~~'~ \, -_/ ~%D =~""-~=[i] REJECTED cr~I~DRESUBMIT 0 CI~ECKfNG IS Or..'lY FOR GENERAL CONFORMANCE wlm niE DESIGN CONCEPT OF TIfe PROJECT AND GIo"NF.RAL COMPLlANCf. wrrn: TIfE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS ANY ACTION SHOWN IS SUBJECT TO mE REQU'p.f:~ OF THE PLANS AND SPECifiCATIONS COSTllACTOR IS 1'1&:0::,:/. ...-E FOR DIMENSIONS WHICH SHALL BE CONF.ffl,MED AND COJUtrt.UID AT lliE 108 SITE; fABRICATION . ..__""'" IL AND TECHNIQUES Of CONSTRUCTION: COORDINATION OF ms WORK wlm mAT OF ALL OlllER lltADES AND THESAnsfAcroRY PERfORMANCE OF HIS WORK. BlLLllf ~ _ ~~ ~~ - - " /' '",:::'C// L4-~4-~ V.f C59l ul"" ~ PI E c::€,q'7_ " k '. ,,"4 ... ifl "IG'r,!,- "-li -lin . ....,.~~ < liev- , , , , , , -, , , , I , , , , , , -, , , 1--1 , , --, , -, r--: , , , -' =)=j t--: =J:=H=: I I I I -1-1- 1-: , , '=j=' , , , , :----1-: :-t-, , , '71Q) ~ Yr- ,n' ff\, ~- '\7 (V ~-- Qlff;l ,'_' '~",,(>'ITI c.:r.f. - D/E:..'f" -\h orr,., r... ~, \I 37' ?If{) '\"-~ -i! . , ~._r////!d --- .\ , \ OET,q.I~ !l ",.-. BRESHEARSrrHORNTON .:.. ...... ''':''''''''''' .... CONSULTANTS, Ltd Dale [ 0812612009 By I Dean Creill I MMI .. " '2 I_f--' o , , , , " For Approva' Only wv I _.. ~~,_ !:;j =~~!!lPE~~~ II"'t. HnHBEfU'Y F~~~~ ~I S"ONIiEU >Y, ~ COftYAWS.O".7a1tO 'w~- ..."...>7.7..... !!!-!1 __''''\Yo ~ OW lIAII: IJRA_." ""'-0 'rE.-~O ",,- 'IttF:--,.. ='.~~~u~~: ,; 4 :r.~ ~'i1'11."!. ~, ~ :11' , ij I , L~ ~s,~,~:. ;_','~_ ___ ,,~~-~'~,L -, 'I, I 5/1 rt . '1)- II I - " ~ '-<t- It I - ~~- 54-It- 1157"Z - 6,.,. '!i() S(ilfl4"'~ 4 SIOlFS - "'N'EL ~=- " -II() ::: 1- [; ----- I l <f5 "? " 7- ,,'/z I rt , I , G- G '"z -r- r --- -- --- -, L --1"""""] @) ---- 1l57Z- 6f'1., 50 fWLLfiO CrLIUvr=,., - - PI P(i S(iCTlOI,J'Z,?-f1-JJtflipc6l'D '\ .. -t /1.1 ,{J .J. 78"s ~/~1"~1 /! 1/" ~ f", / 8ll;' .sf" '," ",C;l '...~ ''/ - --r fL.- ",..... I! '" lad. .' 'I>>~,_./'\' ~ , ~ ?(,// '} -~-- -:-7'/ <&--1--' \\/./' ! i '" I / " ".... -..... " - ~L L4__40" ~ ,.,aLL ~(1lI PIEcE (<1171 '- / "'Iv- \./) , " " " ~ 37' ,,' /D?!fI) ~ '\7 J '-$J-~.,L/.,L.I -t' '" - - ~ t I' "".,.. .R:f. - r1#n- \I'~ rJI OI:TRI L ~ " f~~11fq) f/////jj~:' I( .,pfiTR:' ,=, V. - ' ~ rJ""~ . . ~\I ".~ /~a" =,::;::' NO~~.:..- .~.tJAKEN 0 M~CO~I.v,..)NOTEO~ REJECTED I C:XTf(i7J RJ/fIS~ AND RESUBMIT 0 CHECKJNO IS ONLY FOil. GENER..C ~.' . '.dANC"E wlm ruE DESIGN CONCEPT OF lliF. PROJECT AND GENERAL COMPL!ANrE Willi mE INFORMATION GIVEN IN TIlE CONTRACT DOCUMENTS ANY AC110N SHOWN IS SUBJECT TO THE REQUIREMENTS O~. mE PLANS AND SPECIFICATIONS CON11l.ACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHAll BE CONFIRMED ....ND CORREl....TED ....T rnE JOB SITE; F....BRlC....TlON PROCESSES ....NO ncHNIQUES OF CONSTRUCTION. CooRDIN....TlON OF HIS WORK wml TIf....T OF ....LL ornER TRADES AND mE SATlSF....CTORy PERFORMANCE OF HIS WORK BRESHEARS/THORNTON ENGINEERING CONSUlTANTS,ltd Dllte [ 0812612009 By I DflIn Ctlill I MMI .. l) ~ -\! ->>'J IllU Of MA Tl:RlAI. - , I ~~ ~ -- - - - ~~ - ~ -- - n. . .. - - -: ~ '-1 -' -' I_Q.~IG"L. ~ ,.=L \ , ''':' ~;,;;"'~7?:J.1~' , .. ~I"',~", " , " fft. - "'1:"4,,-';0- - ,,. 0 t< " f- '- -- , - , - , - , , - , ~ , n , , , , , , , , , , - J , - , ---' , -f-- , '---~ , For Approval Only ~ I Dl.M.iiaoTtu.. __~ ~p~i~ --' n Ii I' ~ ."UHaU:RYf ."ICATlOH- "'" 5.ao_ ELuon ORn. ~~ CORVAWS. Ofte7UO ,j,ft~"","""'~N. I, "'.. ,"'_.. ~_. ~1Yt".1" ~. ~... lW'n, _-...~,., I I'fIlOltn, , .,. _ _"j""" ..;1'.If.:~~- \)" ~ II V-C'711V'At1;.,.., ..)~fl,j _..__ 7. f'! "'--"-'--m~~ BY !MIl ttUtl.., ~_lP:!-~~~vl ~~~--- ..,;;".- ~ ~ ('~ . BILL Of MATF~IAI, - ~ro K' ,~- .- - - ~~ - - ~ .r"'~ ,r - ~f7 :r::) -=-- "t , 7- " /z - ~ " - 1 '~;";i~ = " ~-1!:. - '~~ ........,,, ;' "il::t~!w , -, , , --, , :i: , , , , , , , , , , ',: , , , , '- -' , , '.........l_' ,--T , , , , , , 4-- if ',f 3-7 Ii ----!-, . .11::..-, .-~-.'- 1(== -\\ ~ \ \ ~ 'i9::: /- I~ <1'7 NO EXL I:.t I \1' tAKEN 0 M~ CORRECTIONS NOTED [!] REJECTEO CX"7lflt,. .JJI~~ANO RESUBMIT 0 , L...::.q...... IS ONLY FOR GENERAL CONFORMANCE Willi ruE DESIGN CONCEPT Of UtE PROJECT AND GENERAL COMPLIANCE WITH mE INfOkMA110N GIVEN IN TIlE CONTRACT DOCUMENTS ANY ACTION StlOWN IS SUBJECT TO ruE REQ~\'" _.1._ OF TIlE PLANS AND SPECIFICATIONS CONTRACTOR IS _~_lI,....;._E FOR, DIMENSIONS WHICH SHALL BE CONfiRMED AND CORRELATED AT ruE .lOB SITE; t"ABIUCAll0N PROCESSES AND TECHNIQUES OF CONSTRUCTION. COOkDrNAll0N OF HIS WORK WITH mAT OF ALL 01liER TRADES AND ruE SATISFACTORY PERFORMANCE OF HIS WORK _-__' 1I\ I - "1t- " ~ --{- ~ ~~! I I I I L---L, 0S'lAIllllt " , -1-"l @) L --l )-'1""2:""7 ~tJ'7 '5.1l' rt. /lS7Z-:06/<,,50-(',IlI.I.f;O crWJOC1'1 . ~ ...--.---...... PIP(i SE"CTlo/J Z31J-'IJU';"'fi6lv ,-' ~ , ---, - - BRESHEARS/I110RNTON ENGINEERING CONSULT ANTS, LId Date I 08/2612009 By L Dean Craill: I MMI IL. " qC; 'i< I ,; :---.J _ 'I t' ;/tb i '7.' n,' f) -t!...._. if{ ~ '-l '" - -- II c.:r:f. - ~/ r ~ \ I~ ..,<:,,...,'L~ '.\ 37' ~'?( 'b \"- fI I 11111/; ,-- . 'pE"TR-IL.,~L\ 14.\ '-'~p.i- tfJ.4/; ~ "~r- ...,~.... l' T""'- _ J;~~f- "'J~ I; /" elf. t!lf..,j' : \"'~ , ' -Z/ -1 -."j " I / "-fa.! ~ I ill/' ~ v ---~~?liJ/ \, -~- \-i~--4<-)7- \,,~ I /j '", ------ " ----- [ <" '- ',-- L4-~4-~ '("<1- 1"1D.l.t 1'/1<1 J'~cr_tj __ I '/ H', . ,; iI For ApproVi" Onlv ~ 'I'll :: ~~t- N. I _" I ~~,._ !~ ,;::::. .",T,....vlR:.~':'w~~D-1 '-.. - - ,..... -'" ~ Gu.I:N.~,R,!Y '''.llIId 1'1ON ~ !USONIE[UIOTTClRU. ~NQIlRY ClOftVAU's., ~ enao ~:~._- , ~~), ,~_L~"..' , "~~I?J' ~...!~ ___, r>K -'~t"l, rl'~ -~ .., 12 'l:'" (',1 ~'i, At/if"> ~i1~:"rl ... l> ~ 54' rt - tHin. ,6"" $tiIcnt.",.. 4 $, Oe'S _ .,...,...,......,..,... '$0 ~V'EL. -t! ->>', - - ~ 1t ~I~ "," ~ -r--I-~""~ '7' ./-"" :.:::: =-~ 4=~-\ ' / 'f'T,f- '"" ' ,.f Slf t8" ''''~ :.r _' - -1}- - r" ',\ ~ r-~rf. 1 'I~Y \ \ ~ ~ I ?(,./'" \ 1 \~~ /! /)--- '''"' I '\ .... ....... '.......-[ ,,/ --........ -- L4-~4-" ~ r;~l H(W ~f"E'r=..€tj._ 7- If '/z 7-1 --- -- arr~~> - --,S/6;rt - f1S,;;TE- 6~.'5() (',()I.I.f:D CrLfIJC7f!'" ---. - - PIPI; ,><,... Id)1.{21:.'II-~lJf/'/fi~tD ~"" i " .,5'-1: r '......-- II' ~i ' .' jl ~ 'II() ::: "'I"," ~ 54' rt: - 14!i;7Z ' 6,.,. 'SO _' SI11V4f',,= 4 StOffS - ~V"ln , ' -- L -1"0 I' ?('b ~ '7' n' ~ !9 ~"-----I, N! ..i_ \ j ft- ~ ~,L,L,.C.j-l ~ ~ ~ --C,J:f.- "/frm- '(~ DEiT~fL ~,\ n' ~~ "4Y r/u/~~ " ~",,~IL 0' '/'\ - ,,:...ld- r'l ~""I ~~-~#." NO ",'~ ~F; 8 MAKEC!?",,"u .u", NOTED GJ '~",-, e~ 1 'i,m'l~L.}m RESUBMIT 0 ~ .:, ~ ~ '. IS ONLY fOR GENERAL CONFORMANCE WITH mE DESKiN CONCEPT OF mE PROJECT AND GENERAL COMPl.IANCE wrrn llie INFORMATION GIVEN IN 'mE CONTRACT DOCUMENTS ANY ACTlO:-l SHOWN IS SUBJECT TO rnE REQUIREM~ OF mE PLANS AND SPECIFICATIONS COmRACTOk IS 111/ ;' ,/,; E Fall. DIMENSIONS WHIC'" SHALL BE ~Qt'flfWED AND CORRELATED AT lliE JOB SITE, FABRICATION " /Jlf~lI.. AND TF.cHNIQllES OF CONSTRUCTION, COORDINATION OF HIS WORK WIlli mAT OF ALL OTIIER TRADES AND mE SATISFACTORY PERFORMANCE OF HIS WORK : .:.3 .:. RSlTHORNTON ENGINfERINOCONSULTANTS, Ud Dale [0812612009 I By I Dean Craig I MMI \b t) '1 ~ ~-- /})'.!. Of MATER.AL - ~'" ~ "',. L"'- -,~ - - - ~~ - .. . , r--- f_ - r!.~ 1 ,- ~~~I ~~ '""r ~W-<lt> '~ , ~ ,'- r s..~ I l4....,.,. -'4t' _Ll~ 1"-<2: -'Ii&.- = , ,~ r-' L -' 1- \ - t-::::J I , t -- ...I I , , I f-- - = _I I I -- , ~ ~J - I- , , , ....J FDr. __ __ ,,,."Only f"I/'lI+' I -, ....1..,- ...u>:'-'~~ ~~ '""!' ..'k Pfar-.~...~ ~;~ ~ ...NRfRIIY'AalltCATION ~ ....H.." ~j.\\),~ GRIll"'" COftVAWS. ~rtr." .':C '~~..~ "i.~.:. ' /Ul!fi.L riiut._ no, ~N.Q: T~ra~-' \)\.. f'1IVF:!', 7/"';,., -,""'~~2lt-=-"_Lj :z: .. '-,'_L""'........, - .,-. ~~ I . ~ " I 1'1'1 1 '-' I - .....!-, <t:-' + _J I?_ If" : i .: -~~L I , II -I -I - _I. _ -I '~t77t - flS.7~.} 51".,50 ,.,flLLf:O crtfJ.J~'" -- ...... ( PI P(i Sfi'CTle?irll-f:!f"'I3~ 0 7-II'/z , 3-111 t, , 1-----1-, 0S'...',41t -'-.- ~ , " ,,( , rlJ 'I .-- --- -- -. :~~- " -/IQ :: +--- 3- II'~ .. c.~' r rz ,/ q5/~ 11 --. _ 51i1(f-- 1151Z - 6"'.50 661<1 ~I!' 4,,!, Or;s - ~"V''''~_ J 4-n DIU. OF Ml\E.RIAL 1'4 1'4 - ~m ~ 'm~1 l e.J - - - ~~ - n. k ~ I --l ~ l 7S7i~ ~"=- 12 , it,~ EE .&.;-,~ ~ "" II-:I r':<<i:':"iell.- ~ ~-r--f - IHr ..1. ~_!:.Mr~~ _ . : 121''f,)fI<r-'''_j_ -~ , I J 1- , , , J- r--: .J , -' , .S; , , - J , , , , --l ,-: --l -' , , ~ .- -t- -~-.L r'SA / "=~::C(. - \ \-4:-"-- , II '~ ff ~L ',) ~ ' ~ I( Hi OO="1~-El~:':"'~' =t ..~ REJECiED f . _ I. DESIGN ! j .....,,"-...."'... IS ONLY FOR ~N~~ ~EN~' L '~~M~L~~NCE-ri~CTl~~ CONCEPT OF ruE PROJ D( tUMENTS A /SA INFORMA~O~U~:~i~ ~ ~E C~~RE ~L~FF~E ~~:~Sl~~ SHOWN ~s CONTRACTOR IS RES r. AT TIfE JOB SITE; )" J S~ECC'HFlC :~nt:'.~,_" CONFIRMED AND C - " ~F CONSTRUCTION. ;7 l\'1:f1 fJ. ."^-,,". ES AND - - rJ.SklC'A', rKUl.e:':!oe<> ",...,. TIel lHAT 0 ALL OlliER fRAt> COOIlDINA.T10N OF, HIS ~~AN~E OF HIS WORK TItESA.llSFA.CTOR\ PERf ON ENGINEERING CONSULT ANTS, Lid BRFSHEARSlTHORNT I I DeanCraill/MMI [ 08/2612009 By Date " ~ L _~ (i) 1.-.." --- --=~ . ')/'b ~ '7" n" ~ - ~ ~ ~ For Approval Only ~, '\,~ -~ ~ = W~Ify;,57.1 \( c..n: - "ir. r \ I L\- r-1 po. "f- D",""~ . 7ft, . __ I ~ I----;-..Jti ~ 37" ~ ::~fC'lt4?:.~ "ill<- ~ ~ ,~~ ~ C ."ElNe'="""II'A.RICA~ \ -'" 5..0HEIU ~ 1 17 I / TTTJ) CORVAWS. 011 .7..JO .....~+ r'~I/////J,- Il J7!!'"I ':;.~~":'. v. _ r:::\ 1/.1 "'.., .......H~~ ._ ~'" , ",/ '- ~ I" .., ~~n, ~ vJfrftf ::'!'."!."""-.."'o"-'<--~ ,..,,1>-. _I.~ ( J - !:Ii E!:IT "F'Z ~ "II' Ijl' , ... -~ l\ I -{). () I In \.II I -/~ - - /3 3- 7 Ii; L ~,""tL.q,.. li13rf_ .!!..572- 6R-50 "'0(.(130 CrLIIJCf;,., - '--:~ 7. ,. PIPe SEiCT/O/../Z5B'_ PIJI7('t{;$.'o ~ " -"~ "'~==1_ ~ j G 43~ I 3/'(- re- 1J57Z- 6T'>,5CJ S(i/y:q,.,t: 4 SlObS - I:S.eVG'L L ~ , .~ . " ~3r;<J. ,~/ II {-- ~ I .\ h "-- /f" NOEX~r-" r::.f,., 0 MAKECORREC'TIONSNOTEDG] REJECTEi D REVISE AND RESUBMIT 0 ~~~~G . ~y P~~~E~N~~l ~~:~,RM~~~Li~~;En!;~ES~ lNFOIlMATI N GIVEN IN "fltt: f.g~CT DOCUMENTS ANY AcnON SHOWN IS S~"'VJC Tf ~..Ji fI,~ JLfl.f}tENTS Of mE PLANS AND SPECIfiC" ~ ~ClJ Ii :'-,'\, .E rolt. DI~D<lSIONS WHICH in l;- - C~Hl.~O CORRELATED AT TIlE JOB SITE~ FABRICATION PROCESSES \.u..io n:CHNIQUES OF CONSTRUCTION. COORDINATION OF HIS WOkK Willi 111"T OF ALL OUtER TRADES AND mE SATISFACTORY PERFORMANCE OF HIS WORK BRESHEARS. . .._.'_,. _'., ENG.. .':":";_.' .. CONSULTANTS, Ltd Dale I 0812612009 By L Dean Cr.ill I MMI au. OF MA nRlAl _ ...10 IQ m.../ - _ __lea Z'!7r- - - ~ - 0/ - .:.uY..J.':'~U- -, -, , , . . , .=-, , , ,--I .==1 , , L-_' '-t-' L-_' . , .--, .--, 1--' i=t=i I-~-I ,--I .--1 ~I : , , , , , , :~-: ..:..J:=' , , '., , . , --. , , ., -. , , I , -, I ~: " \/~ ~ ~d ff1 -t!...._ ,t..~ I'f\l"- ' . - - I <> ." 'I" ~ ~.,.. · _ c,J:f'? - r f'~.,. .- '''\ oliTrm.. ~l .' ~ ~1'- I ~~l_r/////;%,M - \/~ -I.,t.. 'niL 0 Mp.-1-- For Approval Only J I _II!!Y- nAil "".._.... ." 2~Jr-- v' '-~Mi~2:::1 ft Ui~fR,.!'vu.iii'b~ ""II sa.HEll . I: ~.. . I IS. I,l r--, "~,"~ :~.".7::;;H K...... u.-n. ~ii;'I#~ __.n:;-- ""'-.", ' I PF:--~ C!1:rg: ,." .r-, rnrr ~!....ir.c.., ....Aa--=-_---.:7_ :r. p. ..._u....m~--=-z!;' J 511,-(1 Z#f' Z _I , "" ". , " :' '" "'h,. .. - ~ " I Ifl -'.- 6-1~ U I \.t I L~ SI~'LRIt __L~ 3X.-rE~ "1 ",'1 11..172- t::>R:50 (',()LL.fiP C[LIIJOIii'" ~.,.. , .-- Pt PC SE:Cno!J 'Z~ Il- pft{; f",f:tl'P , -- \~, 73~ -- ............-- iJ/'f It - 11572- 6n,5() 5~(HI,",e 4 SIPbS - BEVSL 4: ~ // - - il I \ II \ ~, NO~~ 1U:.Jtl..-ICV --'''--':'', . "~4> {- MAKE CORRECTIONS NOTED ~ o REVISEANDRESUBMIT 0 CHECKING IS ( .It Y FOR GENERAL CONFOkMANCE WfTH TI-lE DESKiN ('ON('EP'T Of IE PROJECT AND GENERAL COMPllANC'E wrrn niE INFORMATION IVEN IN TIfE (,ON'TkACT DOCUMENTS ANY AC'TlON SHOWN IS SU J1::(,T TO 1l1~IRE:ME'ilS Of nlE PLANS AND SPECIFICATION )I" ;. .'. J I E rOR DIMENSIONS WHICH SItALL J: A.~ tORRE Ano AT mE )oB SITE; fABRICATION PROCESSES INIQUES or CONSTRlICTION. COORDINATION OF HIS WORK v.rn'H mAT OF ALL ornER TllADfS AND TI-lE SATISFACTORY PERfORMANCE OF HIS WORK BRESHEARS . "~._" ~.. ENGlNEEIUNG CONSULTANTS, LId Dale ( 0812612009 By I Dean Cr.ill I MMI - ... I'm __ _ _ _ I'Cf I I , -.J 1lI11 OF MATERIAl - ~I -. y{, " --' .!'.:J~~ _'!--!I,,-,LI..I! ?'F"tt-:ori'l~1?- . .:t~.L'_J'l~ J'.:;~ ". I. .__1 , --' '- L_ '- , '- , -, --, -, , , , I -, , -, ,-----..1_, ,--,-, I , , L-l-' \'- ,{V J-JZ)D -~ - l -- - -c'J:P, ~ O"!i5rt; \,~' DIiTRI L C. - " ~ fl1'\" 1, -t! 1/ l~ "'i":_r/////~ ' L. ,\ , ...-, I ~/"/~..@ -'/IJ, ~t:-.-'f-, For Approval Only ~,...1- , .. Q S'.!tn~ c~ I. t > ~ <> , In -'- ... 111111- '" - ............... I 7-rt'Z 3- II 4--"~ '--- l' I ~, I L~ SI#./'~R1t. _L~ --- I --::oc <:::Q~ '~ ~ 3,1.;.J. -- ---, . "f rr. - 1157Z.__GR,$O r.PLLE"O CfLlkloe,., - ......"-L _ ,,_ PI r'E: Sf: CT/P""Z 7lf- I7lJfi "'E:~/p ~ _ _~::c' ~ , 'l';-Z - -r 4f ~J?i- ~ ~)J~&~ . J -~;- ...~ ~.t/ _ 8~ 8fL _I~)~ rl"~'€ \~ : --") '-T_.- L4-~4-.. '('of "'~~L 11('" ~PIl:CE (Q'7'L ~~ - 3/flt- IIS7Z- Gr>, $CJ 561IHIt",E 4- Slo&S - 8EV(;L _ L -+ ,\ 'I IV J_ ~? ~ "'I-i-l '" f'77Af~_ --- +-~ __ 1\ p.rf _c.J:f.~ OIVTUT . _\/<It 0 OEiTRIL( C) '----/ 37. \T r ct / I / I . . ;_~ I", /-;-- --~, '\ . , II /-3~4> I; \\ \ \\. ~ I '\ ,~ ~~ ~ '\ NO'ID(((~P '~N 0 MAKE CORRECTIONS NOTED G RErecrEO 0 REVISE AND RESUBMIT 0 -- <t CHECKING S ONL V FOR. GENEIlAt CONFOIlMANCE wrrn nn: DESIGN CONCEPT (F mE PROJECT AND GENERAL COMPLIANCE wrrn mE INFORMAn N GIVEN IN mE CONTRACT DOCUMENTS ANY AcnON SHOWN IS SUBJECT gO u'....-~QUI~,"l.f.I'jTS Of THE PLANS AND SPECIFlCAT :>~~ R'\lJ'/r/'...~E fOR DIMENSIONS WIUCH sHA.u,:: JIl " A D CORJU:LATED AT TIm JOB SITE; FABRICATION ,.',_,. D. TECHNIQLB OF CONSTltUCTlON. COORDINATION OF HIS WORK \\Imt mAT OF ALL OlliER TRADES AND TIfE SATISFACTORY PERFORMAN(.E OF HIS WORK DRfSHEARSrrHORNTON ENGINEERING CONSUlTANTS, LId Dale I 08/261:2009 By [ Dean Craill I MMI BIlJ.. Of MATUlA!.. - 000.10 1'1:'1 IIOIIlI. - - -"'1'1:'1 - , " . - ~: -I=t=l=i- =1=H=f= ~~ f I I I -=j-=-R=j - 1=t=R -~IW I-I I I f$!= , , , H--I-- 1-=1 -+--1 . , -rn j For Approval Only '" " ~ -\.' "'I""- -, ___ ,..i!t::.IM'J.L_ I , 2:;~~~n.tii~: aJ~~ /IIIII!. ~-:r':'tCAllON ~ UMINI: IlUOTTctttcu cotNAUJS., Oft ."'M l~.~;:" ~n~ t:~~&\'!E.~~-=:-1 - ~ . .............. <.... \l '/~ M"')'... .. "'hI- ... - - ~ " I It\ -.~ , 7- /lz I 5-IO;J z-,~ I it 'I '-~---' U I IJ~ - - -)- U I L~ $I14'~RIC. L~ +r----' D -['"'2-1 , J , I 5-1~ - t3~,re- 11572- 5R.50 ROLLED C'("W.1'Dfi,., - .- PIPe s€cnOIJ.Z8ft~ (l1J€ /"I(;~/p ....-...,.---...- /~ IZ q;i ~ sz"....1 i1/t rt: - 1157Z- 6(}. 5f) S6IfHI-,.,E 4- SIOiiS - 8€V"E;!" 8A.l Of IotA TERlAL - _'0 ~ lOf<lL - - - OClPU - -- n . ~ L :-~~ , , m : , , , , , , ,- , , , _1l'....'.'-:~iI;J_ '-'J...Il.L.! r. L . "I;;; , , , , , , =j I I i ==J=:tti ~ I 11-' I I I : I I I : " ~ _J , ...- -c .. , "~ I ~- 'Ill "l- 11- / "'~_"u",.'" Jt, 'O....ANC' w,rn 1 " D",(IN ~ -..:!/ CONCErT t' niE PkOJECT ~D.4 l\AL COMPLIANCE wmi TIlE - IN~MA N GIVEN IN ruE (~ ~y ACTION SHOWN I f B T Q ~I MEr.ITS 01' THE PJ.ANS AND SPEClnCA '.,' 'I ',C'. 'S RE PONSIBlE FOR DIMENSIONS ~liICH St . "" C R.kELATED AT TIlE JOB SITE, 3 ~~~~;;;;jj"\- 11"lllllll\ ~'r! . T 'g;":LL '::rni,:'~':"~~;;::; 1\WM"AflSf"r:rcJl JU/tlUIM.\\:!..... NORK +: ~: , , I , , -, '-- t--' , , ~: ~: , , I '--1- BRESHEARS ...___,_ _.. ~...:...,.:...:_JNGroNSULTANTS.1.Jd Date [ 0812612009 By I Dean Cnill: I MMI I' ~' 37' n' rff\'(-V J_ \/ I$; "'i-~--l \~ c.:r.F. - o/r\T$r '/q OfFT{}/l (:., \ ~~ r//////~-- ~,::,'I'T'IL (d) For Approval Only ~,..'f. / 110 \) '2 'II( 't.. .. I_..I-_~I- _no _~,.... - .....l"\='-T~."d, ~6fI3{r -., -..... , Q &Ift:.NuRItY "...tCATJON ...... 'UJOTT CMCtI ~ ., I.. 0It.7.. ,~ -"..,. ., .___....,.!1" --v _m _..., __0' _ -~Q: - -,." ~,., :qrr~ .J'-V:". - - - j :r. P. I" ""!77~~- c '" '"\!' "'I": , II (4 M~ .... , ~ " ,I' . , " , ~ ! , ; . ... "'1,,- .. - -i}. ., I rn -~ -.- !i. II l\ I \II I L~ SIIJILI'l/l. I 7-11 'Z 2-0VZ '- L t' \\ " \: " ~ - \ - --- -" ' <:;;; "" '4 ~_ '4 P :.y.,re-.II~Z- GR.Se> !:()t.LFfO crWJOGj'> f'1!~C SCCTf{Ji../~?q 11- PIJE r~f:e4'p - - J-'-' I 7-Hz i3/t rf: - 11572- Gf},:; (/ 5(i/wl,.,e 4- SlObS. 8EVfiL "'No '-l'\ . <It 1A'1i ~ 1_' _ /~cc ii' / 6& ~6f,.J , -! ~".t'lf \/,;; ~!,~ ~ ...~ ~_!/ (..4-~4-~ 'r1f ""1.1. ..(Ill ~PIr;:CE f:::!J ' .'.. i 1/ '3~;; 4-- ~ ^f(EN [2( MAKE CORRECTIONS NOTFD ~ o REVISE AND RESU8MIT 0 ONt V FOR GENFRAL CONFORMANCF. wlrn mE DESIGN TIlE PROJfCT AND GENERAL COMPU.....NCE wml TIlE INFORMAn O''''EN IN Tl-lE CONTRACT [)()('UMF.NTS AIiY .....mON SHOWN IS UB~~:O:II'~.~QUIREMENT5 Of mE PLANS AND SPECIFICATI NOEtlJH1u. ' l(E I~ RESPONSIBLE FOil. DIMENSIONS WHICH SHA v' . AN.D CORRELATED AT THE JOB SITE; FABRICATION PROCESSES ~ TU'HNlQUF.5 OF co,,"snUC110N. COORDINATION Of HIS WORK W~ mAT OF ALL on-tER TkADES AND TIlE SATISFACTORY PERFORMANCE OF HIS WORK BkESHEARSIrHORNTON ENGINEEIUNG CONSULTANTS, Lcd Dale I 0812612009 I 8)' I Dean Cr.ill I MMI ~ -tJ ~ \T7 ~11-~- '7" '1" 8lll OF MATERIAL - -.. I'Q 1""& - - __,a.. ~.. i I m I ' , , -J=I-1=: -I I I - - - .!.~ -- .-.-' //.~;.=~ .~ / / ~ , ;: ~ n A .~~~ ~rJ _ 'I'-! LLIt.J _ -I '!i1. -71~1ff - ELIJI$ff_ ,'15. "0 -!JIW - '- , , , , , :_ -1- '- , "1- ,...,......,..,.. -, , , , , , -, I J , , , , , 'I' , , , , , , , -, , , , , , , , :=t-f- . , '-1-' , , , , , , , For Approval Only 'l \ /1 r1p.-1- I I "{ _c.:T. F._ ~. /..1!::'{~ orr~ \l f-~'(~i ",~_f////~ ~ Il "''' ""'14,0 '/4 1'"" ~ 'I- '" " ~ ... L.... --""~.e!L2j Jrlr-. __ - .-..... __ w.-':p;?C.i'P=-v~, - =aJZ3tiC. ~, --~~ G ...........v N UN ..1:UtOTT OIICI.L COfNAU.S/ OR e7.ao ~~ltlI.f,:r..." " ~~,. .....l!:- PV !...tt;'r~L~-I!"Y; - _ ~_. ~ """'~--1'.LPEr ~ _"'". a ,."v." "'I1TF ~,,---~-.!.."_".c:;r----=--..;z ::r. p. -'-L.""'TlJ"4~ ~- " ..!. ~ ('> I '" ~L~ 5'~"~ .-.- .--- 4 .~~:~"4 ( I _I ' , / ml!<TAKEN 0 D CHECK-..O IS ONLY FOR IlAl. CONFORMANCE wlrn mE OESIGS , , If'ROJ C'Y) GENERAL COMPLIANCE wml mE CONCE T . fir I T1il C NTJl.ACT DOCUMENTS ANY ACTION INFOR~. UIREMENTS OF mE PLANS AND SHOWN IS SNU,BJES!"O T mE II. IS RESPONSIBLE FOR DIMENSIONS SPECIFICAllO ~ SITE WHICH SHALL BE CONFIRMED AND CORRELATED AT TIlE JOB , ~'ABRlCATION PROCESSES AND TECHNIQUES OF CONSTRUCTION. ('OORDINATION OF HIS WORK WIDI rnAT OF ALL ornER TRADES AND rnE SATISFACTORY PERFORMANCE OF HIS WORK BRESlIE.ARSm .~."-'.,~., EN~.. ,.:..:..>..., ,~ CONSULTANTS, Lid I 08/2612009 , L Dean Crlill I MMI Dale B) 5-Z .I I ... -.:. L ---L@) ~ -- - .S~-r.t- fI-5.7-'i? - S"',50- PIPE "2' -I~ - - - -~ S/ert_ 4S7'Z- S"',50 SGlrN/-f>e 4- SIOES- 8EVEL. f'lfJL.L. fir: CJ1.1.#.i De"'" , ... 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SHOP PR<MDE: VENT ttOlES rOIl HOT DIP GAlVANI2IHC AS RtQURED - ~n ,l':'-:: I; I', ;:' '. ,:j:."',: _b-'i'jl; ,j,.'l' j "'.. 'j',i.':,' ~ ~!. ': 111;j:l: " ,"""[,' rf-';'~:l ~; i d;~ ;1:j1;: .i;jtJ.' -:.t'll:;l : ;Iii;', , ':;;, :~tl ;!i':....~{;t~3: "+'1:(' '. .;, ' _:. ,~..--h1j.L[L,::, ;":,:'.cc::.:: c::c:::::~:~~:::~:~:::.~~::::~.~:.::: '" l' I~ ,-; J " .. "--ti: "rl''-"'" -'.. .* ", . ,.,,',t1.;.."....,.__.., ,..,.._______ .,______....______________..... t f-.f~i~:;;,~~;:~~~~i~~~~~~~;:~~,::=-_;: ::.,::+;f- ~~~:::S~:::~~;':~2~~~~~~,~~~;~.~~~:~~:~~~~~~~;;;;,:;;::.:~::::::F '~:,'::: =~::::= -\ I , ! j \~ /~ '.. ---- -_.~~ '---------l-- " v 7Z ",0..... Go :LD Z-IO oR!, V. ~ 5 1,4 (C't 'I~ 1M . 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SPECIFICATIONS CONTRACTOR IS RESPONSIBLE FOR DfMENSIONS WHI,H SHALL BE CONFIRMED ANO CORRELATED AT TIlE JOB SITE ~AbRICATfON PROCESSES AND TECHNIQUES OfCONSTRUCTfON COORDINATION OF IIfS WORK V.1TH THAT OF ALL OTHER TRADES AND THE SATISFACiOR'r' PERFORMANCE OF IlfS WOll-K BRl:SIIEARSn-HORNTON E1"G1NHRINGCONSULTANTS, LId, [)al~'1 'llW2.009' By ~Garv.Thomlonl~I~~ t . I G-I~~___ ..t .. \ ilSC ~ \ ~sc ~Sr:> J_.J::,,_.1_ '-17 6!", ATlN'_c; -.-f"~t.J.1:: L~ i /H. ) 'Z, ' . 3- 7 f, 1-------. .. ____. i- r----- 1lI\\),) ~ .i. I .31;;6 3Gl: lH/-.,H ,. 'Y1J =~'5!!T'1J. C;H P'ifJ.~.~ Fl. "iSli ~ , iL:.J_~_ft~~ J . " }.- <f.p..-I~X Z~firtl.. I. "'.'~=.':c:...:.= ~~.r_~:8'Z ./ r 31f", ll\ .! . L ..~J~__J. , . J~;I~~. eLl'" OI:TfIIL C35 '.'.-.'" , " ...' '., r' .. ;~~~}J-;~~,J.:~U~,:)ij11T:-~.;;i~:'~-:;':.;I.'::1.:;i:r{i "iT., ,'U'- ,_". r..IlJlf...Jl.., ~~ ,...7,.,..".., ,., "." .,. i. r, . }\,;: .........1'0 ,""')'h..~.,.:.....,:.i"~L .it1:\'~"~' ',,''"''I:.''~ '-"'i,II,PH ~ r;;. .~fItI. 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''- ,:1 .',' ,~, ~ . ::': ~', ..I ~ .-i:' :":""1-" ,'" ~i 1 ; .-+-.!.. ." ,:, /1. :<:1', BRESllEARSmIOR!".'TON ENGINHIUNG CONSULT Al\'TS. Ltd Dste I 9/11/2009 I By I 0..,-". Thomton I MMI 1 '-",. rC~,.a.'i! . J, . ~, . . -"'""',.-;::-....:=.-_.. rei? :.:-~ , !~'T ----I.~t~t~. ~L:~. "", . . , /.~':'I\J," q, \'fi/>",,:li/\Z llq4. .. , 'l' .1' _,_l",.. ,1 l' IJi ~ I ~-.- ~-bJ?ii~ . - ~ -E.~E Oi'"@-.!J:.,_ ',-, i' , ! ,. , I .:i :' c'/P '-OfiTI/-IL ,: ,CIS ,.,,'.' ,.,: -.- '. -""-;' SHOP NOTE: I. SHOP fIRQYK)E 'lENT HOlES roR HOT DlP'"(;AlVANrZlHG AS REWRED. .'-'- ~~='! ; , ~ : ':: .,'_;:I'~. :",.,'." 1', ~. \.~,l)l' '1'~.lllAnON ;:L ..1Iil"""I<m'~II~' ' .l'QII".......IO.pll n.." . .: fH.1 (1~I)f7"7~..,a' ~ . f' :l'~ ....,--,:'1' " ;'-j,! . ~ ! 1'1 t (, - AU. KlDING SHALL BE: DONE BY AWS Cf:'l:l1mO 'II{tO(RS USIHG [L[ClRODt:S CCH'MlIIMC 10 AWS ~CAnOH '''5.1 clR 1M CLASS [7OXX stAlES. ".-. ..I.f . ;j :..." '1 '..!l :,~.Jnf!. .:U~"" '.,.;:.;;ritl ".. ,". 1!.1 : :'..\:Ij" '.' 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'.. i: CHEOUNG IS ONLY fOR GENERAL CONfORMANCE WITH THE DESIGN CONCEPT Of THE PROJECT AND GENERAL COMPLIANCE WITH THE INfORMATION GIVEN IN THE CONTRACT DOC'UMENTS ANY ACTION SHO....."N IS SUBJECT TO THE REQUIREMENTS Of THE PLANS ANO SPEC1FIC.'Tl0~ CONTRACTOR IS RESPONSIBLE fOR DIMENSIONS WHICH SHALL BE CONflRMED AND ('ORULATED AT THE JOB SITE: fABRICATION PROCESSES AND TECHNIQUES Of CONSTRUCTION; COORUlNATION Of HIS WORK WITH THAT Of ALL OHlER TRADES AND THE SAT~SFACTORY PERfORMANCE OF HIS WORK BRESHEARSrTHORNTON ENGINEERING CONSULT A/'IITS. lid Date 1 9flll2009 By I Garv Thornton {MMI .- -I: .i!, " '" c "I.... . -~ ," . . . .:lIf. . "~.,..,.:fr .. J~-T- ,..1"- -:l'~o~ -~ '.. ---- ........ . . . ' . .. , , ~M' .... ~; . .. ~~ z'qqi" r-'---- - :~;___~ I , . . .{ i. j, '., " 'I '..'( For APproval onlV CCf>;8.'Z 4: ' , =~.'--- ---+ r- .i j' \ . I _...J l"='''-h~kl~:- ~. COPE O.!1E:LL .'. , , : CLIP .OIiT41f.; t::S& ;, . c. SHOP NOT[: - 1.SttOPI'RO'II)[VEKTHOLES rOR HOT DIP - CALVANlZIh'G AS REQUREO. , ;j; . "-. ~,." ! H;..r "'_'1'5 ..... I. - .j:i, 'i"~ i'+ 1.1 ~. ::U; :!~ {"f:(: ~ ,. '1" .L,; 'j,)'.' AU. l/onDJHO SHAll. Bl: OONE BY AWS ctill:nnrD WElDERS lmNC mclROO€S CONF(JIOI)MO TO A'WS SPJ:ClnOATlON AS.1 ~ 1M c;:v.ss [7OJ(X SE~ES. "2. - ~~~~~~~~ttO~~. 3, - A-I.I.. KJa.!75 - 3;1,6 MIIJ. :'j 'j' 1;'< ~ ' ! . .:-.~tJ: , ,lilt l.; ,'. .I_I-~~ I. .j. ,.1->,+ I.....,. '." I:;J.. ",. ..1". ". , .''- ~+._ I' j?:t ':~..! f 1 ' ;. ,I iF.!: , : ~ ! ',j;!.;.:." ; I ~ ! . - , '1'" I,!; I.]; ::j::>'.::" ,:,:, , " ., ~ : . :1; i'".! j;!: Ji'I' 11'. : j.'.t " ..,i, i'lrr it!:; I'I:! it!; .1 :.,.t.I.' ,:1:: !,.'.,', ", '1',1, !I! ",." ;,' ,I:", '., ld';~q~~.:: ~>:: :i)' i.;:h: :.f I ;, ! ~ I.- ! :.111 ; 'III!' 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""'~ MAKE CORRECTIONS NOTED 0 REVISE AND RESlroMIT o 0"". rll[CKlNG IS DNL," fOR Gl;."NERAL CONFORMANCE WITH HIE DESIGN CONCEPT OF THE !'ROJEn AND GENERAL rOMPLlANfE WITH THE INfORMATION GIVEN IN HIE C'ONTRACT DOCUMENTS AN~ A('TION. SHOWN IS SUBJECT TO THE REQUIREMENTS OF tt1E I"LMS AND' SPEC1FlCATIONS CONTRACTOR IS IlESPONSIIILE FOR - blMENSIONS . WHlrH SHALL BE CONFIRMED AND rORRELATED AT THl: Joo SITE" fABRICATION PROCESSES AND TECHNIQUES OF CONSTRucnoN': ~RDlNATION OF HIS WORK WITH THAT Of ALL DTHh .TRADES "lilt> THE s.nrSFACTORY PEItfORMAN("E OF HIS WORK . :.:::i .'.d " ',.1,' .'- _:.~ -:'.! .::"1: ':..!. , ."; "':.! .,., ,.. .-! I.:: il.. , BRESHEARsrTnORNTON ENGII'FERINGCONSULTANTS. LId ' 00\',' Dalo: I 9/11/2009 ] Bv I GarvThomlOn IMMlF_Qf APproval ,t.' r'- "~I, " ; I . ~ :-J ! 1 1 ..i..:"'. 1:'. Si10P NOlE: 1. SttOP PR<MDE VENT HOlES.' f'Ofl HOT DIP GH.VANlllNC AS REOORED. .", . , - " ~..--; t ~ -: ~ " '. 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",1 ,- NO EXCEPTION TAKEN 0 MAKE CORRECTlONSNOTED Q REJECTED D REVISE AND RESUH\UT 0 CH!::CKING IS ONLY FOR GENERAL cONFORMANCE WITH THE DESIGN CONCEPT Of THE PROJELT AND GENERAL COMPLIANCE WITH THE INfORMATION GIVEN IN THE CONTRACT DOCUMENTS ANY ACTION SHOWN IS SUBJECT TO THE REQlJIREMENTS OF THE PLANS AND SPl'.Clt'lCATIONS CONTRACTOR IS, RESPONSIBLE FOR DIMENSIONS WHIOI SHALL BE': CONFlRMF.D AND CORRELATED AT TIlE JOB SITE. FABRKATION PROCESSES AND TECHNIQUES OF CONSTRLJct.lON; ("OORDINATION OF HIS WORK WITH TH.n OF ALL OTHER TRADES AND THE SA T1SF ACTORY PERfORMANCE OF HIS WORK ' BRESllEARSrrHORNTON ENGINHRlNG CONSULT ANTS. lid Dale [ 9111120(1(1 By I GarvThllmtlln IMMI [- . IIIFV DAft ~:I:'~ !""unr., ,Qj ~; . :r;, F: r :::-~1 .' ii~'I"fty PAe"ICATtDN 15810 NB IWOTT ClRCLI CORVAUII. OR 8.,..80 PJtI CS41J~7S7~.4S. .'" '~ . , for APproval OnlV v ~, -~ ,!". ~"", I. .,'..... '1 -i I I , ;,~1:~~ ~' ...~ . .~;:~!-:il' . ".<3i~ ~:~~:t-W! 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CHECKING IS ONt Y FOR {iENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THl:: INFORMATION GWEN IN THE CONTRACT ooctJMlc:NTS ANY A(lION SHO\\,'N IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. FABRICATION PROCESSES AND TECHNIQUES OF CONSTIl:lJ(lION. COORDINATION OF illS WORK WIlli THAT OF ALL OTHER Tk.'DES AND THE SATISFACTORY PFkFOkM."'lCE Of HIS WOItK c:,. - I Il\ BRESHEARS'TIIORNTON fNGINEEkJNG CONSULTANTS. LId Dal( I 9/1112009 By I Gar; Thomlon f MMI .-.... I ,.Al.,,J .~ I r --""'-1 \<tf~T e I n]\ u u u _M rlAcnoN 1IlAIlIA&IlII lIMOS for /l.ppro"al onlV .~ t1~~ a. rwrJf)li Jjif.'" .- - -. I -po, IC f:'0t ,,-, , '/I. u::- ~ .'T '1. - ...1::.";1 '.' ~':j, : ' . y ." ....... --,~':I- .. I ~ '~rb~" /.n I'~~ ....-":N . - ~ A~ iy' 5~1I-::::.RICAllDN , nso NI! Q,LIOTT CIfU:U .' I;ORVAWI. OR 8J,.D mJl~' PH. ("'1\,"7'"'' ,~on, '~" ~rf'f- ~ Oil r .:Itl. v 1 ~ let< flfWrllr.... ;:r, r: . ~.. '''t - ';'1 .. ~....... .~. ;. .~ h I, ! If" ,',",; ,", . ,. lll.i , 1:- I, : .. .1".," , . L) . ! ~ . I . : ;1; .,', !l-: ;-:1 ,!' . ~ ! . ;: ! I :: ~ . I,'... !;:I tjl"li 'J 11 {lilt! .j-',: < ":j ....j. ...., "\-1.f':j' . :jr._~ Ii , "j" " .: I 1 '~'h": "{ ~" ; " , " I., .. i; '. " L1UL.;:.,::.L-L~;.. f tt!itH~j"~1T'j=;r" :r 1,.P-.tJ~:1J::~::.~;..~:':. '. , ......_,.,.,_ ..._L... , ~ -, jJ:. ,!', ':, , ,;1 , ='''. ii 'll .1' .1: '4{,~._ i. " ..,.' " , :;j. ,. :,' . , . ..:,j. " .: ( ~', .; ; ~ i I , I ~ ,:. "i1' !1I' , " ,.! ',' ')' , I . , .......' -~. '~~~:_':}-'!~)~:T~-~~~~:~ i~i"::+~~;"' '~..:~,.:.~It-: T ._..._~:::- ---.~ L . !t.-?ti~ r 5'fJf"f'tH>T- 4- r; A - O/J6' 1$f;'IQ(.p ,,,-,=",",,c_~,,,,=,,,=,,,",,"'''''~=~''''.~,,,:....:...: . ......---.-. j"'"" , , :.j 5- " ',z 5"-7'1- ':..,.._.._...L___.........---.........,.-..-,._-- \~ 1-'1- . '.,l : ~ .; ,;j ~, ", ':i.i < . 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"'Tc.--,4::~; .~"!LJ;!f:~"r;)_,,_ PvL~:.:~,,_..5J1.4.". . .,..., , "I:: ,;':~rJll.. ., ;J:t~#~~;:;:S:~: 'I:' ..."..---..--.----.. .----,--...-. . . - - .~....._-_. . ".. ........-- -....- . . I 1= ..o:to ... l- I ~-' : :!1f I ~) I l I I I I I I NO EXCEPTION TAKEN Q REJECTED MAKE (,ORRECTIO~S NOTED 0 REVISE AND RESUBMIT o o CHECKING IS ONLY fOR GENERAL CONfORMAN('E WITH THE DESIGN CONCEPT Of THE PROJECT AND GENERAL COMPLIANCE \l,TIH THE INFcmMATlON GIVEN IN THE CONTRA(I DOCUMENTS ANY AnION SHOWN IS SUBJECT TO THE IlIQlJIREMENlS Of TIlE PLANS AND SPE('lflC,'T10NS ('ONTRA(lOR IS RESPONSIBLE FOR DIMENSIONS WHJ('H SHALL DE CONFIRMED AND CORRELATED AT THE JOD SIn, HBRlCATlON PROCESSES AND T!:('HNIQUES Of CONSTRU(lION COORDINATION OF HIS WORK WITH THAT Of ALL OTlIER TRADES AND TIlE SATISFACTORY PERFORMANCE Of HIS WORK RRESIIEARS'fHORNTON ENGINHRlNG CONSULTANTS, lid Dale [ 9/1112009 By ~rvThomlon fMMf SHOP NOTE: 1.SftOPPROv'I)(V[NlHOCES fOR HOT pIP' GAlvmWNG -'S R[QUREO, , .., l:.';.' .'. r.. ~ . ~ ,.~~~~~:;;"i;:~i1:i!t;.; ::;:-:;. ::.: :~ .,,~~..:'..;.. '..: . l~' ,_~:.I r..' K. :i:':;_;:~? ji ~tJ:,; '~II!RIA""".' , , ' ,. ,I". '.L'''.''r' :., J'lt' :.::';' ~fz:~r"T,~,,""" ,-" .',. .,.,.c '.;'Z::;,;,: Jr~r~f:~~f~ J;.J(j};,: '~nJ>1J1 s,"'~d I,., ,t,:. " ,.;.y :; .~.xp~.: , '... JI,~" '. 11 ,- ! ~ j' iJ 11~.., 1..J, ~Y6 I' ::rr~/~<~._: :~I ~ fu~~~~ r ~!;r!~ '.. :r~,::, ,:; ;r;",ij- ....,.7l>:~,\ 1':.1.::::: .', 'it. ,'.1.'.':_ , I' l, r~.I. ,... .",:.. ': 'III'.lt'T ., '" ;'."1: ;-I~.: .d..,t. i " '..(.' .., '-: '.':;'1 I'j t l ~-';" ;, ;'-:-1' II'. ,ri .-1"1. .., , -,', ~, ,Ll-p., "~'PI'I."'tf~' ~-,:I ,. :. "~.:.~:.~:'~).:~ .~}~r;..;'~ ?;':' . . I' ,- ~ "j ~ j'l - .. "'.;."'.:1':';: !:!ilU":. .--."..-..... -"~~ ..~~- ""-.'" -'.-,1" I "~.II' :-~.~f:~-:. ' . ~"~-:";.~;: !H"~'.", ~ .; ,-:-": ~: fTJH: :.1. 'I i~.t.lj.1 1,- '.";"j !,;t-!::il',. I . It 1 . :11'. '.,..1-' .;. '. . ..' : 1~.i;t1 r , ".., ,.,.....71,., Ij 1 ,'Ie:"... ;'-j--r~ j'l . . r ':T'r;;:'''''''''' t ':L,::!\:::J,!U . . , ,,:-,lL':[ ;;1' 1+ .. :,'1<.' Lt '.',:.r:,Ji: ; .:--:: ~:l-r ;. :i.'.i:;b ;:01.) Hi,'J 'j. n~ri-H ': !1111 .' r. Jr.:;[.;t~ . '. '-rt. ';1:,' .:)'In~ .'.1" '~n~ii;J' 5.1H.t~~.~'!Yo':f1~~!l<'~~ .!{. t(!._j< ~ . w~vt<41~,Q~.""''''"., :, i ,I.... m,ml~ ..,Ptt, (H~~m...~.: :.!..'~ ...... (I;~: ~~%...'IJ:r~'f!!~.~~~~~~~jl'; 1.([' ,;: :r"p. .~..,' _ "..11",.''-' , . '.,. , ,"'" '. '.." (r' ", U H':;"" ,',iFfILi~'4} .:1; 'lL\ fl] ',,:,,'. ..4;-;+ ')'" I,' . .:Ii- l';. . I, . I (l I .:..., for I'llproval Oll\~ " .. " .;'; ~ ' . : ;i,' l...!l.!. - II !; 3/..'II'-~'fIft8CU'SlUD ne, I'..(f AlI'ROol. t" flP. ,;- ~:= ....."'.......:.:'!. -'< ~.~ .' ...:. """"... .......... ~~..tA.: ..:'..'.;.' 'DrIIIUt ~ LMW/t _I 3/." f8OCl.t sl\IJs AI (hP.flWINlI CCNC. UJlO.) 6/W" '''BlOCU' SUI AI fAI'l PMD. ATTAQIlD(I (Sa I'tAHRltl.OtA1IOMS)- 'RW'IIM!l'l.~I/2f'Ul1l(1Ut llOClDINW:.~~ ,., HOlU . J4 0... ~ 3/.', fIllAmCI.lSMlS. FRAMlNQ ~_.~,;...___..(f1BER0lA891 ~~~~I.-U- (I[; r')/4".r-~s.I.NIQfCIt\ ria 1'-0" AI MO.L" f'I'P. ~!;.,_..:: . . .41... 4.' "'..... . .. ..:. ( CI.un:.+.Ml . . - :- -.~. ....;.. ..' ." ..' l4a:b3/1lfDOOlBOUm . . :r~./3/"'.IrHQtL'ft .. "T" ~3~:E~KW~1 / '-- / I ~ --.-' \ BRESHEARSf1110RNTO:-J ENGINEERING CONSUl T A~TS. LId Dalt I 9/1112009 ~ By I DaN Thornton I MMI . r 43A I ~'. MOTE: lCP flNM fX CIa flIl[ACU,S$ ~~) ~~I~l'-O' (/[: FRNIlNO CONNeCtION (STEeLl ~-;!=1--0. ~ ~ --------... \ "a\Ol\\~ fol j>.lllllo 11/4' 11/4 VIEW B-B ~ ~- f:~ ..JfJ. ,r-*i. .11 -l "8 ..,mJ -!. - ~ - --1 --r:....... -( ...,..:.J-.- ~. -$. --..,.....,.. ~ I IJ,' \. t\l. '1 'v- ,~, ~'.~I '-r:v:C&cU -__ ........ . ~ nQl3.3CAlYAN2IO I . -W1Cld1GAI:VANllE1t<0>: -- -11_/l,.'rllKtIolr ~3'. ~/fI',s.s.BOI.'fl1>. , ~3 4. SUlo AI fAI' I ,NEl.. ATTAOMWl ' . ......nAllAOM..' I - , I - . I'-lour I 1'-10 ur I KU. I MOlE: TtP~orClOfIlERGlAS5 F~.) ~~=I'~ ~ e ,~ II I -t1 '-~~.s.s.fICl.' I -I- I ~ C~, e. If r- . =11 !;.L ~ "--- , ..J!;. FAAUI<<J CONNEctION (STEal DETAIL I4il\ iCAii:1--1'-o- ~ _/ ~ r. -t - 'lXnU" rIlOlClASS "~~""""~""~'Jr - ....1JTllN:lE.L lit N'i'lL ~. -,- , ::swu...,/I-i ,,:. - -I ~~;'=~WLO.) - In-. 'f18aOllOlr IlUD AI MIl .rA./XWlNOl or"AND. em f'lAHrtlltLDC.lTQIS) I ~.... Ill.' F~ ~'.n."...."lFI8EROlA88I ~~=I"-O- ~ ~ I 'I 14' iJ,~.......'...n _fA. COIlhU fI 'NtD.lSU: I'lAltrORl.OtAllClM$) , !l'l-I\JlIl-~ " \. ':IL'~''''M) "--- ~'-"I"-cr e~ flWMHO~., ~ DETAIL' SCALE, 1~_l_o- Jl~~4"""_I''h'''''''T' ~~ oe.,'."......, +~ - '-~..("''',....) '110../13/11'.11/8' tICI'Il. UlIl1 ... II (4W.....I.-r s.s. IMIS a~,!...D fRAMINOCCHECTJONlIna.)tlla: ,.-0" AI PAOl r ~~.~,-,. ~. . , ~ I -~ I I I .1 I RiY DATE WCIllpnON HOWl lOllS: u~" IWElD: nUl! II . IPAJNTl.I,. ,.'~' I O'THERI ... ~ /;RElNBERR f 8RlCATION 51130 NE tu.lon CIRCLE CORVAlliS, OR "7a30 OIU!ENBERRY. II ( ). . r."".,.I:O'^T.'"CIIH P 1541 7578458 I~~' I~~~~ ~v .. IPROJ~/~U PUl!{IZM I)oo.~"l~ fiEf EHCD: '. ~.. "0" I O'....'/INO ~.1. I '" -r- &f"c;Io ., ~ !:" ~~ l~1 ~.~'; r~ ~~ ~~;a~~. '.' ~ '~~;~i '!', · 1lM'f!'_ ~ -" 1-! '.~~,! '1 I I I ~ ....... I h. 'L....' ~\,. I/'I :~:~~ ! ;3=' ,.(" -~. -,~ ~ I, r:,'-t , I .....""'-' ,. J' "0' " . . ", _ '.~. I ~ rTr. ... ,....="l,..,'1I..~...._..,.." ~"~.. ~ ~ ~~.~:@ !~~-- ~_1--.:- '~""!i!-.~~-~r5'''~'~ ~ i;{i '. , U-I'~'~ l\W'"..... I.. fIU,"1' 1.,\::;, I ./-1 -r bi I ~ 1 ,;:..'. I '1 f\: <3. I;'i:' :: ..-" ~ .-- ,~ ~ . ~ J \' I I , ,1:$:,- , a ~ ! ~ ,. . - 1/ 'r .~.-. \ ~f=::' .~\y~ -"-'~~ r . I". I r~'; t. r I ....t ':'* ~r.~.'[,~ - ~MXtT ~,~ ". -y:. I __;;":'" "- '1 ji ~ ~ - -"",-""'4 : I"J~~ .hM n .,,,,'_,. L ,......- r't<' n m-~ . ""Ml[<:Q>... , b , ~ , ; ; * . ~ I ~. ~ '+ . I..t ::;::}~";I ~ i.1~i ,'''~'-' i~J!!~f ~ ._~., '",.1 ';;-)1 , (';1 I',.~ .' "I .~. I :~;'- i ,,;;: ,;:-~. "'...,.,..._- ~~.'i "'!. ~ 1'.'1 I". ;;:~; ~ ~ :. ~~ l/r l'U1I: fU$HWO , ~ ~ 18.1000U. ",",J" lUMP SECTION I1f\ iIDi.UOO -a- \eJ ".~rf.'ij Pl.UOOX8<C11a<@ SECTION, :., Ifrool-O'" SCAU::: $tJ!lO , ..~. ~ ~'l7r. I I WIHJf. <tl>~" I _.-v~-~~ ~ J " AI' ~ I::~:~, :t' ~I '" I -..... ticil_~ _ __ i;.- <D -~).I.___. ~H.J E.LEJ1, /, '''''''''''i;''~:'-';'.,,5;~',:;. .. -. -- I JJ ....L'..",.,...,.......,..,."."...... - '~......... -- -'''h'i'';'~", "', .,. .. _ . .= - -'!"I'::~., I :-:.-;...,.,... ..,.. '/1 .. -. I ( 1 OIUlD[n.n'f~ ~ NY lICIt WAD -v .... 1lo\UlL'i'O. ~.I~ t , f; .i.......~...,: !'l1I~~" .. . ,~. J::L- I:'~. T't'P. ',:;': " '.~ ..~s :,. ::": ~: ~ t .....8EC<"'" ~;~?-~.~ ~ ORRECTJOSS l"OTED 0 r::l MA.EC 0 XCEPTIO:-'; TAKEN ~ D RESUBMIT NOE 0 REVISEAN . E WITH THE DES~~~ REJECT>D GEN"AL roH',';.~M~~;"UANCE H';:'';'CTIOH lS ONLY FOR {I AND GENE DOCUMENTS A L"t-;S "ND mc'::;" DE THE "?~'rHE COHTRA';'MENTS DE THE r"MENSlONS CDHCEMA nOH GIVEH TO THE REOU," SPONSI"" FO' THE W' SITE '",0:.. " SU'''CTm''''CTO' IS '~D"'LmD AT COHSTRUCTIDN ~~~nHCATlOtS BE ~O"'"ME~;H~ECH"OUESLL 'iiTH" T....DES AND WUleH SIlA~ PROCESSES "WITH THAT OF A FABkIC"TlO ON OF IllS WORK NnOFHIS"ORK COO,mHAT' O'V'ERFO'MA VLT ANTS 10' THESATlSEACT "(,INEER'HG CONS V - "ARS,THORSTO:'>l I GarvThomton 1Ml- BRESH<e I Q 9/1112009 .......C11ON ~~?-~'-g" ~ '\onlV fOva fol N'P l'f/i'flJ:" RlV D-'TE lOLlS: J: Rf'(q'Z ....., 1\...... WtLO' V. 8l.,..,. YFABRICAT'ON !AlNn i' GREENBEE~~IOTTCIRClE 5880 NE ao ' COItVAlllS~ OR 9n EN~ERRY PH,('41)'751.B45B O~,..iB"'T1'l!:l"" '?/vf-.l!!).~ ...... _YI~ Ul! s i ~r.."!tt~:-~ T<. lUI ~'Il,(I,,"p, . ~/. r'r-EI BY I~ ~ ( ~ fat lIOIlMA8lE'Alal ~~~:::::..~ ,~.:-_-:;---~ LlL......u ;- . . ---It ~ __ .: " l: ~: T ~:: ~__~~jt l: ~- ? .LA::>.. LL. - - ~ ~ ~ ~ . ----t{..~ --tlw '.: J: -I!-~, ~~ . ~ ~ It: ~-t-'- ---~ -- I i ,'-,~ l U'-I7I'" s <ti> ~ , ~ s ; S ~ ~ ~ ~ .~--- s ~ -tJIt......-. - - - - - - -- /It_",' '-W,OClIIIa.IlIAIPlta'f:"" tIlM'l'lllMllM.'IOMAl[ \ CAS1'"PlAC:[ '-"raw. ....... ./-" CUT-ouf, c-. mAMlIAU.1OOIltlDlll1.I'11f. AlI'CQ mI'.1tlQfI[.lJll)1(AL AS llUtDl'MIltWlClDNC.f'OlIl 13ZA '.'-1 VI" w_~ ~ ! ~ r-o ..,,,., tt ~ t....." C,C'; ";"t~r! "',., ,',,', ,-";; .,".,~" C, 'j r. '. ,. ..", . "..r "r \ '. . \~..' ..' ".. , '., '.' . .... ....... -i:..:...:.:.s. ," '~T~ Am.. ' ./c)).... l:;~~'~ . -'T.-;.r: - - - - -lI&P1 ,t.,...,- \:. . ~.. ..' .. ,,,, l: ~,;.......... 2C ':J - :'':> ~ ~ ~ l i.;:~__~_'ij~mm- ~ '!i:~ ~i L ~.:~J . . ,,~. ~)~:.~, ~ ~ ~ ~f-......... ~___c. :.~_ nm ~.':':- '" .,......Il&ft..- ~-'iI ._.'~--_. ~;ta~li '" ').:. I np ~-~;;"j ~ 'f I .r" '" , ',' ~ '" '" ,~.~~ JI.ft... .B2c ,.- t. :\~_. i'" -r~ ;:;,:,:~~.,;;\,~;~::,,;;~.:i~\;~:;;}>:,{~:~~ .!i~} i 14'-4"'" "-IOJ/4" \' I ~ !I'-43/4" I Gt) 4......}. ....1OTlON PlNl DJ1f,R94pW! ~ DETAIL ~ 5CALl'11I4"-I--g- - ..~, ... " .. r=.o.DfT~FtlIt ~~J'~~"'Wtt /-10" UiTII:L IMSH TO. ADO\.~ 1llW. riI' a NrDU.H A_1I1I OPO!lllAGGlflml'EfNSl AOCJ'L lllWelOt lUfIlOl.f~.AJ1 ./1/..CtiMftJlCN~ fA tlDf'OINI~,...tI{rI) ') ~.PliML ~''''1' I nP I: T,.1/1r .JJ._ .lEaDIIlIArpNft. ~j\."1 - . ,I ~ I 'I a K I : ~ Z ~-=-=--: --l'!! :..~~~#_ I-~.~_ ___. h__ =r---- , , I I ! , , --.--.-- -1---. i . . ! . +-- . , . .-''fJIA J _w_ I . . , .1-;-- .nll--.-- -1-- . , ""'-~~- nP '" 4'-'1I1.1.'-11If' - ~ - I ~ . ~ a Z ~ ~'-J ,.... 1111""._ """'... ";J- , ~ '",-----. \.. I ,_w !~"2!-N .. 17"-4 VI" 8UUP TOP f'l.AA ~~:~..-o- ~.. srtlltt.u..HUOIO rCft51W. f1IMlIfOfUN ^- MAXIMUM SAFE RIVER WATER LEVEL fOR DRY SUMP IS 467'-8". I I , DATE I PlSC(ll~ \IIOLTS:. ..~~ = ~. :=~.,l~'[AICATION ~ 5390 Nil lalOlT CIRCLE OREENBERRY CORVAlliS, OR Ql..0 ,...",.." I,'OAT,' 0 N PHI (541).757.8458 ='I'/~f'ltU~JI1J,"~' - &0 ' =~~,,~:. 'S!~~ . CIES1~,(J~"""'J ' ::r.e JO. , ~"W! . {II _ f:::t::j REV How, .,