The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 5/26/2009 ! of 2/ paces 1/ S-~ c- ~o G-\j-~ - O--S : _ o. _ _- 0 . _. \ _. .; ~ - ~- _ __ _ _ 'i _. EXISTING CONDITIONS: 1. ALL DIMENSIONS, SECTIONS, AND DETAILS OF EXISTING STRUCTURES ARE FROM FIELD DATA AND EXISTING DRAWINGS (NOTED ON THESE DRAWINGS AS "REF") AND ARE INCLUDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR LAYOUT OF STRUCTURE. PRIOR TO CONSTRUCTION OR FABRICATION. NOTIFY OWNER AND ENGINEER-OF -RECORD IMMEDIATELY OF ANY DISCREP ANCIES. 2. NOTE ANY EXISTING BUILDINGS, FOUNDATIONS OR UTILITIES (BOTH ABOVE-GROUND OR BELOW-GROUND) IN CLOSE PROXIMITY TO THE WORK AREA. TAKE ALL MEASURES NECESSARY TO PROTECT BUILDINGS AND EQUIPMENT AGAINST SETTLEMENT, DUST, VIBRATION, WATER, WEATHER, FIRE AND ALL OTHER DAMAGE DURING CONSTRUCTION OPERATIONS. 3. PERFORM THE WORK IN A MANNER SO AS TO MINIMIZE INCONVENIENCE TO MILL OPERATIONS. ENSURE THAT MILL SERVICES REMAIN IN OPERATION AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE OWNER. DEMOLITION: 1. CONTRACTOR SHALL SUBMIT A DETAILED WORK PLAN TO THE OWNER WITH A DESCRIPTION OF SAFETY PROCEDURE,ITEMSTCfBEREMOVED OR DEMOLISHED, ITEMS TO BE SALVAGED FOR THE OWNER, PR.OPOSED METHODS, DUST/.CONTROL, TEMPORARY SUPPORTS, COORDINATION FOR SHUTOFF OF UTILITIES, AND COORDINATION WITH THE OWNER'S., CONTINUED OPERATIONS IN THE PROJECT AREA. H-PILE DESIGN: 1. GRI HAS PROVIDED GEOTECHNICAL CONSULTATION REGARDING THE DESIGN AND INSTALLATION OF H-PILES FOR THE ABOVE REFERENCED PROJECT. SEE GRI PROJECT NO.: 4784 2. ENGINEERING STUDIES. THE AVAILABLE SUBSURFACE INFORMATION FOR THIS PROJECT ARE PROVIDED IN A JUNE 2006 REPORT BY CH2M, HILL ENTITLED, "TECHNICAL MEMORANDUM, GEOTECHNICAL DESIGN RECOMMENDATIONS, WEYERHAEUSER SPRINGFIELD INTAKE FACILITY." . ALLOWABLE COMPRESSIVE CAPACITY OF 50 TONS IS DESIRED FOR HP12X53 PILE SECTIONS BASED ON STRUCTURAL CONSIDERATIONS. . . ALTERNATE PIN PILES DESIGN SHALL BE SUBMit t t.D FOR APPROVAL BY DESIGN ENGINEER. . PILE SECTION HP 12X53: ASTM A572 GRADE 50 . PILES SHALL BE Fit lED WITH TIP PROTECTION . THE AVAILABLE EXPLORATORY BORING LOGS INDICATES THE SITE IS UNDERLAIN BY RELATIVELY DEEP, BRAIDED DEPOSITS OF ALLUVIAL SILTS, SANDS, GRAVELS, AND COBBLES. THE H-PILES WILL BE FITTED WITH TIP PROTECTION FOR ANTICIPATED HARD DRIVING CONDITIONS IN THE UNDERLYING COARSE MATERIALS WHICH, AL THOUGH NOT NOTED ON THE BORING LOGS, MAY CONTAIN SCATTERED BOULDERS. . ESTIMATE PILE EMBEDMENT DEPTHS ON THE ORDER OF 60 TO 65 FT WOULD BE REQUIRED TO PROVIDE THE DESIRED ALLOWABLE COMPRESSIVE CAPACITY OF .90 TONS BASED ON STATIC ANALYSES AND UNIT VALUES OF SKIN FRICTION AND END BEARING IN THE UNDERLYING SOILS. ACTUAL DRIVING RESISTANCE OF H-PILES INTO COARSELY GRADED ALLUVIAL DEPOSITS CAN BE ERRATIC AND DIFFICULT TO PREDICT. CONSEQUENTLY, A CONTINGENCY SHALL BE PROVIDED FOR ACTUAL PILE LENGTHS TO CORRESPOND TO A RANGE OF EMBEDMENT DEPTHS FROM 40 TO 80 FT. . THE CAp.ACITY SHALL BE ESTABLISHED BASED ON THE OBSERVED DRIVING RESISTANCE OF INDIVIDUAL PILES AT THE TIME OF INSTALLATION. USE AN .AIR OR DIESEL IMP ACT HAMMER DEVELOPING A MINIMUM RATED ENERGY OF 32,000 FT......LBS TO INSTALL THE PILES. PILE CAPACITY SHALL BE DETERMINED IN THE FIELD BASED ON THE DRIVING RESISTANCE OBSERVED DURING INSTALLATION OR SUBSEQUENTLY RE-STRIKING THE PILES AFTER WAITING 24 HOURS AND USING A COMMONLY ACCEPTED PILE DRIVING FORMULA SUCH AS THE MODIFIED GATES EQUATION. . GI:.O II:.CHNICAL I:.NGINI:.I:.K I- KOM GKISHALL UBSI:.KVI:. PILE INSTALLATION TO MAINTAIN PILE DRIVING LOGS AND ASSIST IN DEVELOPING TERMINAL DRIVING RESISTANCE AND PENETRATION CRITERIA. . A SUBMITTAL OF THE CONTRACTOR'S PROPOSED EQUIPMENT, MATERIALS, AND METHODS FOR INSTALLING THE PILES SHOULD BE PROVIDED IN ADVANCE OF THE INSTALLATION FOR OUR REVIEW. DESIGN CODES: 1. INTERNATIONAL BUILDING CODE - LATEST EDITION 2. AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE, AWS 01.1 - LATEST EDITION. DESIGN LOADS: 1. LIVE LOADS: HYDRO-STATIC: 14'-6" ABOVE BOTTOM OF WET WELL WHEN CHAMBER IS EMPTY. SOIL COMPACTION. 2. COMPACTION REQUIREMENTS: 98% CONCRETE: 1. CONFORM WITH THE FOLLOWING ADDITIONAL CODES AND SPECIFICATIONS: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACt 318 - LATEST EDITION. B. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301 - LATEST EDITION. 2. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: f' c = 4000 PSI 3. SLUM'P RANGE = 3" - 5" (BEFORE ADDITION OF HIGH RANGE WATER REDUCER) 4. MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO - 0.45 5. MAXIMUM AGGREGATE SIZE = 3/4" EXCEPT AT FOOTINGS USE 1 1/2" MAXIMUM AGGREGATE. 6. ALL CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE f/II. FL YASH SHALL CONFORM TO ASTM C618, TYPE C OR F. 7. ALL AGGREGATE SHALL CONFORM TO ASTM C33. AGGREGATE SHALL BE CHECKED FOR ALKALI-SILICA REACTIVE CONSTITUENTS USING A PETROGRAPHIC EXAMINATION PER ASTM C295. IF SILICA MATERIAL IS FOUND, THEN TEST PER ASTM C1260, AND IF NECESSARY ASTM C1293. 8. CONCRETE SHALL CONTAIN AN AIR ENTRAINING ADMIXTURE, CONFORMING TO ASTM. C260. AIR ENTRAINMENT SHALL BE 4% - 6%. 9. CALCIUM CHLORIDE OR ANY ADMIXTURE CONTAINING CHLORIDE IONS SHALL NOT BE USED. 10. WHEN CONCRETING IN COLD WEATHER, CONFORM TO ACI 306.1, "ST ANDARD SPECIFICATION FOR COLD WEATHER CONCRETING". 11. WHEN CONCRETING IN HOT WEATHER, FOLLOW RECOMMENDATIONS OF ACI 305, "HOTWEA THER CONCRETING". 12. FOUR I t.ST CYLINDERS SHALL. BE MADE FOR EVERY 100 CY OF CONCRETE POURED. THEY SHALL BE TESTED IN ACCORDANCE WITH ASTM C39 BY A TESTING LAB APPOIN Il::.O BY THE O,WNER. 13. EMBEDDED METAL, SHALL BE 304 STAINLESS STEEL 14. REINFORCING BARS SHALL CONFORM TO ASTM A 706, . GRADE 60, DEFORMED. 15. CONSTRUCTION JOINTS: A. PROVIIJI:. ONLY WHI:.I-<I:. ~H:OWN, UNLI:.~~ ,WI-< I I ,II:.N AUTHORIZATION IS OBTAINED FROM THE OWNER. B. LEAVE A ROUGH FINISH WITH 1/4" AMPLITUDE. C. CLEAN AND REMOVE LAITANCE, THEN DAMPEN FOR AT LEAST 12 HOURS BEFORE PLACING NEXT POUR. 16. PROVIDE 3/4" BY 3/4" CHAMFER AT EXPOSED CORNERS. 17. CON.CRETE FINISH: A. CONCRETE TO. RECEI,V[ GROUT OR CONCRETE: ROUGH FINISH WITH 1/4" AMPLITUDE. B. ALL OTHERS: SMOOtH FORM' FINISH (FILL AIR BUBBLES AND INDENTATIONS) OR TROWELLED FINISH, EXCEPT TOP OF WET WELL (SEE PLAN). 18. PROVIDE MOIST CURING FOR SEVEN DAYS. 19. PROVIDE THE FOLLOWING CONCRETE COVER AT REINFORCING STEEL UNLESS OTHERWISE SHOWN: A. FORMED SURFACES: 2" B. ELEVATED SLABS (TOP AND BOTTOM): 1 1/2" FOR #4 AND #5 BARS 2" FOR #6 - #11 BARS C. .CONCRETE CAST AGAINST EARTH: 3" 21. DO NOT WELD. REINFORCING STEEL EXCEPT WHERE SPECIFICALL Y CALLED OUT. REPLACE REINFORCING S I t.EL WHEN AN ARC ISCREA TED BETWEEN IT AND A WELDING ELEC.TRODE. 22. LAP SPLICES: SPLICE 50% MAXIMUM OF REINFORCING STEEL AT ANY LOCATION UNLESS OTHERWISE SHOWN. STAGGER ALTERNATING BAR SPLICES BY ONE SPLICE LENGTH MINIMUM. USE CLASS B TENSION LAP SPLICES UNLESS OTHERWISE SHOWN. FOR LAP SPLICE LENGTHS, SEE THE" It.NSION DEVELOPMENT AND LAP SPLICE LENGTH" TABLES AT THE END OF THESE STRUCTURAL NOTES. 23. FORMWORK SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED SUFFICIENT S I r<ENGTH TO ADEQUATELY SUPPORT ITS OWN WEIGHT TOGETHER WITH CONSTRUCTION lOADS LIKELY TO BE IMPOSED ON IT. WA TERSTOPS: 1. PVC WA TERSTOPS SHALL BE GREEN STREAK STYLE #703 (6" x 3/16" SERRATED WITH CENTER BULB), OR EQUAL AS APPROVED BY OWNER. 2. THERMOPLASTIC ELASTOMERIC RUBBER (TPER) WA TERSTOPS SHALL BE WESTEC TPE-R STYLE #619 . (6" x 3/16" RIBBED WITH. CENTER BULB) BY WESTEC BARRIER. TECHNOLOGIES, INC., OR EQUAL AS APPROVED BY OWNER. 3. USE MANUFACTURER'S STANDARD CORNER AND TEE FABRICATIONS AT INTERSECTIONS. ONLY STRAIGHT BUTT JOINT SPLICES ARE TO BE MADE IN THE FIELD. HEAT SEAL SPLICES PER MANUFACTURER'S RECOMMENDATIONS. GROUT: 1. PRECISION NON-SHRINK CEMENT GROUT EQUIPMENT BASE PLATES: MASTERFLOW928 GROUT BY CHEMREX INC. OR EQUAL APPROVED BY OWNER. STRUCTURAL AND MISCELLANEOUS STEEL: 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THEAISC "SPECJFICA TION FOR STRUCTURAL. STEEL BUILIDINGS" (AISC 360-05) AND AISC "CODE OF STAND.ARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303-05). IN SEISMIC DESIGN CAJt.GORIES D, E AND F, THE PROVISIONS OF AISC ,~41-05, "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, INCLUDING SUPPLEMENT No.1", SHALL ALSO APPL~ 2. PLATE AND BARS SHALL BE A304 STAINLESS STEEL, .EXCEPT WHERE NOTED OTHERWISE ON DESIGN DRAWINGS. 3. S-SHAPES, CHANNELS AND ANGLES SHALL CONFORM TO 304 STAINLESS STEEL 4. RECTANGULAR OR SQUARE HSS SECTIONS SHALL BE 304 STAINLESS STEEL. 5. CONNECTIONBOl TSSHALL BE 3/4" DIAMETER 304 STAINLESS S I t.EL 6. FILLET WELDS SHALL BE INSPEC It.D BY VISUAL INSPECTION. 7. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC MEANS. CAD DWG - DO NOT EDIT MANUALLY TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: OB70B-IP-009-P1 ~01JV'- A ISSUED FOR PERMIT 19MA.YOO owe NO. REVISION DATE BY 3R =8 - EARSfTHORNTON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON GENERAL NOTES SCALE: N.T~S. DATE DWG. NO. DRAWN BY: owe 12MAR09 CHECKED: D 022091P APPROVED: SHEET#001 CUENT INTERNATIONAL PAPER tl\4SGJ MILL WATER SUPPLY . ~j(rNrICr 801 42ND ST, SPRINGFIELD, OREGON, 97478 REV. A REV. DATE 2- of zl tn~e.S CAD HH:MMAM PLOT XX/XX/XX .... DO NOT EDIT MANUALL Y CAD NO: 02209-IP-002-A INTERNATIONAL PAPER SPRINGFIELD, OREGON REV. S BY. DAlE 1 -20 DATE DWG. NO.. o 022091P ~ SHEET 002 WENT INTERNATIONAL PAPER D\B:N Mu.. WATER SUPPLY 801 42ND ST. SPRINGFIELD. 97478 02209-1P-002-A : CX) ""'" 36" f/J HOPE 36" f/J STEEL .. :;: ASTM 03350 SDR 32.5 ASTM 572 GRADE 50 or-- r-... I .. or-- .. (i'20"f/J DISCHARGE '- _ n (0 or-- ""'" t") ~ 1"'" .... ~ /~~ <0 ~, li'.20" l& DISCHARGE & (. " L36"l& FORCED MAIN C ) ~- N . . , .1 Co ~- ~ '~ (i' 20" (/J DISCHARGE i... . . ,j '0 I i-r> , Ii N I Co : ~ I ro ~ -, N I (0 , , "" b I i-r> .-: 31' _6" 27' _6" Vc 6" .~-_L .... .-: .... 6' -10" 12'-8" .-: ..... .:.a. ;:1/: . '. . . . .~. . ~ . .': .0 ~'. 44 . ,.' '" '. ': . . .~ .. .:~ ~: : .. . 'I-. :.,,~ '. . .... :.. ~/' ::.& .4 . L~ / ,,-- '7 .... :r '~r!!II' . . .. II' A :. . ... . . '1 '.,. <!. . '.';' ~.. . . . . ... . .. ....... . ~. . ~ 7,.s". . . . . ~ ... 4 ~'::. ' .. .. ... ; . .... .:. . .: ...... . . <I ~. .' ..... b . . . /" " :"'. . : '.r", . . . , A:. . ..':r ~. A .... . .., . 1>... : '. 4 : :,... "'. ..: ~... i ". . ......... w ..... <( C> W lL. Z(I) ~~ : .-' 0<( N> 2'-4 1/2"<:~ \ '" .......... (I) w > a::......J w<( l1...> <(~ 3:0 .. w b:r: NU <:~ :I: (.) (j') o t-= a:: w > (:)J (I) 0.. ::2 ::> 0.. (::.IJ Ww 9:..... 0...<( -eC> : W 0.0 <0_ -' s;~ ~3= <:)J 5'-6 1/4" 3' -2" .. .... .-: SUMP PLAN DETAIL (1\ SCALE: 1/4"=1'-0" ~ 5' _5" .-: 27' _6" ... 14';.....10" .-: ... 6" ____f2 6' -10" .' ",. a 11 . '.. .: '. 4. .' .'.. '" .:-. 4+.. . .~. ." . ~ . 4 ."'. .. Ail : ~ 4 !-.. " . . A: ~ . . .~ ~ '. .. A!~"'~ . A.. A 41 .1.....4 .~,A. ... . . " ". '. ..... ",& 4.' '" . .... , ~.:. ::. ."'.... ~: .': ..~.: 4.~..}:...4. .:.:'.:. ...~:.. ~:........ . ~'.' '. '.i :~."'.. ': '" iA4. .... ':.1.. .. ,. . . . '" ... . . '" . . . . _'. . .. - 4' '.' --:- >.":. ". 4~::"":::: 4. 'i:;' '.~. .i. './~: .:': '.~ :.~. ,;: 4 :'. '.:.~ ; '::.-' ~ .,'::.", :" .~.: 4. ';''';'/.; :... :.~.~ ::. ~~ :. :~'~;j SLOPE.. \ ' .. / Lf ,~"'.~. . i.~.'.~:~: ~))......(1. e_..~ - SLOPE i:\~~~ . : :~'.~ .. ~ > . '.'~. . "" I "'i-- ::: ;',/'..;' \ . . /. /' -.., ("...... ... '.. ~\- f "'t -- . /:~ ~)~t(~~~ A- - SLOPE SLOPE __ I.~"". ..... :. .:A.~ ~. ~" )'.~ . J . ...~ '" . .... . '. I ~~ L. ';; ~. .~~. ....~ ~~ .~: :: ~~. .:~;::~ ~':. :.~'~' }.~'Y" ..:~r', ~~ a~ .:~ ?... ~: ~ . ::~. ~~~. ~ ::.: .t..: ;:. ~~. :(~. : ~:.. '.'(~. .~A . r .:. :.' . >4 . '",. .", '. : 4'. . SLOPE .... ..... - .. . .. . . "~.: : o' .& ~ .., . .4 .. .,"",,! ... to... .. A ': !,C N '. . """', .... .: or-- .' . ." .~. .: t") :"":.' I '.:: ~f'.', N a. ..:.:. . b A ,." .._.. .. .."" 1ii SLOPE <i.: : 4' . .. .. " . .., .. :.. - . "... 41 .., ~ .&. .' .... ... . A ".f .'" SLOPE .. .. ...... . . ~'.: ::..:. ~ . 4" " .' '" . . . '. !' . . :. ,:..... ": ,.::' ",'.. ~. :,'4 '" " . .:'... or- 'A '.~ : c' 0 ~. ;.... . ., ... ' .,4' .... ' .:. SUMP 80 I 10M PLAN ~~~~~~'=1'-Oh ~ ..... i i , , l N " or-- A (0 or-- " . t") '0. or--C> IZ .. 0.. t")0 .. ..... t") I N "~" <0 I ;r ;r 'i I N ,i N . N " N Jl" or- b. .~ or-- C> I I g: .. i-r>o~ ;r I N N t") I N '" ~ ~ n N " " or-- Oci ~z J.. 0.. ~o , or- I .. or- 11 , """'- ~ i I , END IEXIST PIPE (FIELD VERIFY) I.E. 456.61' CUT EXIST. PIPE & WELD ALL AROUND TO NEW. - ,g 0- =00 10 i-r> I" "N '~ >< , .ci jz 0.. bO 10 i-r> I" 're... ~x .ci ~ Z 0.. o 0 .......... ~3' MANHOLE ~ f:.3' MANHOLE ~ I (0 ~ ,1 , S007 ~3' MA OLE , il '0 I to 5' -1 O~ fi", ~7 .-: ... 9' -9 5/8" 3/4"f/JDAYTON SUPERIOR T-1 SINGLE PICKUP INSERT /. NEENAH R--1578 TYP OF (4) PER PANEL . .. . MANHOL.E FRAME w/UD .. TYP. OF (5) / /,..."."'"0000000".."'0"'.0"..0.""'0'"00.0........0."" j o o o o (I) C) Z ::::) , Lr.. ~I LLI .....J ~ Z <( ::?E ~ B o ~i~ o f) o o C> ::> ....l C> Z F lL. :::::i <:...... <.D :::> -1 <D Z F lL. ::J C::lJ :'~'-8 l/tt 2'-10", ;.. . - .1 8' -4" REMOVABLE PANEL 8' -7 1.1/16" OPENING 31'-6" 3/4" , 1(,li<.--rrP: j ..... ! ......- -- -~ ..... liD PLAN DI:: I AIL SCALE: 1/4"=1'-0" (2'\ ~ ...1'"''''''''''''''1''' il i-r> ......J ..I ~ ~UFTfN<l lUG N r ~. t. ::" "w t") t")-, I roCD ,~UFnNG LUG ~l -:, ~ t") W I a::: ~l i-r> ......J I w ~LlFTlNG LUG....N11 ~ 1::: .. : C> i-r> en w .q- Z I I ......J ..I Z ..mow ~LlFTlNG LUG N~ <0 g N ~ ::L ::2 t") W I a::: I ):~ I'-'-/'\..-. ~UF1NG LUG ~, · ~ ~Cl<'/ · I ~~ <-t. r~. J <Xl In -../r.1. '0,C~~ . /~UFTING LUG.~ .a:....~ ~ ,,~~ ~ ~ Q: ~.\..~a~ ~J/L ./ 1 ' '0' ,g:: .. ..... or-- ji 10' -5 1/2" ..... 13' -0 5/8" \!lAX' vlU v1 SA-::~ ~ V~ ~ WA ~-::~ SU v1:) 'S2r57~-8~. _:V~_ -::O~ )~y B ISSUED FOR PERMIT . A FOR CONCt:t" I tJAl REVIEW ONLY 19MAY09 owe 28APR09 owe ~ :: . :. . . I 0 .. ,or- .. or-- . ,:...: I t") I jilt ~. ''::''~ " "J -;... "'i : .' . '. ... . "')':"':':- ~~..;.. , .... ... 4- t . ::III.....I~.. . t', A . .1.' '; '., .. .~ .. NO. REVISION DATE BY BRESHEARSITHORNTON ENGINEERING CONSUL TANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON PUMP SUMP LAYOUT (WET WELL) SCALE: 1/4" = 1'-0" DATE DWG. NO. DRAWN BY: owe 12MAR09 CHECKED: 'D022091P APPROVED: SHEI:.l # 006 CUENT INTERNATIONAL PAPER fNSGJ MILL WATER SUPPLY J ~/<nJT/lCf 801 42ND ST. SPRINGAElO. OREGON. 97478 REV. B REV. DATE 28APR09 TIME: HH:MMAM PLOT DATE: xx/xx/XX CAD NO: 08708-1P-009-Pl CAD DWG - DO NOT EDIT MANUALLY (p of' 2./. paJcs b 1 00 I . 1 -=-r 'f T /PLA TFORM REMOVABLE AS REQD. ~ A L .. r-..~ .......... ~ I :q. , .-/ A ~ A o I ~p j o ~ I ~ C"4 , 0' I C'\II! l -I .. , b ~ I Nil w CL O:w Q~ b0 <Ow o ""=:::::i Cf){/) x"- w~ <:::iJ 1 ~ J~ ...- '""" /' "- I -"-' u" t.- . . ~ .J +- ' '", ... . '.., \ .. ..~ .... ". - .. iQJ t.'.... ~.; ..) ....... .....:....~ :..<." . \- ~ :'::.., .~- ::.;..' ~ .', : '. . ..... ,."r- '" ~ :' . /. . '. 1 -11.,'1;.';E~~~r :>~.. ':,' ""'U- i' . I T t:':::':'~i) -,. .. :.... '. . Ii" "".'" ..... ..: i j] .... ' . ",!. .."- . . . '4'..' Ii Il .~ :' :,!. II II . . .... ,;. .~. . .':" . :.~.... lit W ...J o :c z <( ::a: ~ 2 1/8" \ ~,. .....- · .' I . "'~ .:... .,,~ - : ...~, ..... ..~. .. .. "', =J.~'..' . ':.;.:\ ..,., - . ~. ' . " I .t:::~"..! .':' ; :, .. \ --'" .. ;l'l: ~(II- ~~ .~. . - - .." '. ..tt' .'- -II "' -t'...;. '. n '. . .' -I /'.' :t' :;;a.. .... .. '""'.. ~. .. '.. . . , IS. '. .. ..-1, ,". :~ c ". ..' :. i.. : '~.. ~;: ( .'. 2' -0" TYP. .: .. . ~~ '. : ~;: .. ~. :' '. . '. ....... . ~ ~ .. fl. t . A' ~; 4. " .... 8' -7 11/16" REMOVABLE LIDS 7' -0 1/2" ..... .... (/) o z ::> 0::1 ~ W ...J o :c z <( =:E ~ [. 1/2" x2" ,GROUT RING . . GRADE EL 477'-0" ~ 1 o I ""'f l \ - .... 8-'- 7 1.1- /16" REMOVABLE UDS 7' -0 1/2" - ..... ...... ~: .... if , ...... .. .. '.: .. .. .... .. t ,,::'. , :T ; I' f &.: ..... .. I J" ~.. A. . ~ . ':.... . .' Ii.. : . :':- : . . .... , . '.' ' . '... . . j. SUMP SECTION SECTION ' I1f\ SCALE: 1/4"=1'-0" ,~ I ) . I f I f #8 @ 10" E.W. TYP. EA. FACE J I :11 - ~ 1 to ~ ~ ~ .......... ,..,., t.O _I Ci' PUMP DISCH.~" · l:: \.. B/PUMP BASE EL 455'-11 1/4" t . #8 @ 10" E. W. TYP_ T&8 I, B /FTG. EL 453'-2" GRADE EL 477':f: ,r I · I . .. " b b I ""'y I ""'y '0 1 00 ~ I r-.. , ii ;r 1 f' , b ~ ~ C'\I =Ol I ""', -, , . i w --' o :c z <( ::E ir>1 r W ...J o :c z <( =:E i01 r UJ ...J o :c z <( ::E i01 r <0 I ;r b I 00 , . rill' . . J ~ " 4'... "<4ll.~ . '.' .' l ~' -... .., .1 ~ ~'. I~ *: .~~ , .... C A :. ~ I:...... ..' ~'l ,.: : ~ , i b ~ I ~ C'\I ~I .......... ~ o I , 1-0, , ..~' . .J '. ~:. ~ =r, . ' ,: :.: .:...... ('f' . .' . : .~.~... :' .. .. .... .. .' .~." . ~. .. ..... . ... .... \. . ' .. .. . t... .. 4 I . :<t". ,1 '. ."4 . '4 .'" ..... .4. .~: ' _. ..: 4. ... .... . . . 4 '. . A . . ....: . ~ . :. . ,.., . ...,4' If :'. ' ~ . :. . 4 . , A . . '. '. , .... :4 . .. ,.. ~... ~ .~::. ~ '. -:. .. .. '". ., .,. :,..~ :. ~ ~J ';.4 .4. ADDL. /15 VERT. TYP. NS&FS EA. SIDE/OPNG. ADDL. #5 EXTEND 2' _On BEYOND OPNG. TYP. AS SHOWN ~ . - ... --.. .. .... . ,': ... '. ... .. ''! . , 1 .' . . '.:', . '. ;..,," . j ;.: .~..: .- "'. ...... J . ~. ' J . A .. ...4 ' . '. oil . , ' i . .04 )I 1 1 , . ..': .~~' ': :;..~ ::4 ~;: <0 I :q. .~. ::4" l' . , ~." f..:-' ; : J '. ". .,. ~ --.. '"..... .:... . !' .' . .. , ; '. ~., .-' . ... .-. .." .. ~t (/) C) z ~ 0::1 2 1 /8~ J ~ _ ..... i .....- 0 :c z <( :::?: " ~ ,. - , ~. ,. -.. d" .~ .' "0' . .-.," .. l" .... ." " .. .., ,. .. . ~. ". . .' .' -,.. ,'w.. .'... ,. ~ 1~.~' .IIi. ~'~"~'A 1'.":.,tI,,,.",, .....: ... ,'"""..". ,'...: :.~.:......:.. ..,;:....: "~., _ '.' ..... ::::::a t/~1a . I, . +A'. .'. 1:.' '. : '..11 :. ,..;':' .ii- _ OJ.,' - . .. ' 1 f'.. ... .. "~. .. L.. -.. . . . .. ' '. ..... . l' . .... " . I ' ~ . ' .1"" .' ~ . .. ..:' .... ;I L~)(. .)q .: 00 . ':' ).":: ~/"~ I . .~.~ - ~I-~~...... . ':,: I." .~.~.~.:~~, .j;" . ---: ...'\.....r..... ----... . ... I: ~...' .::' IT 1 - \ ' ... . . .. : I .......... L ;REMOVABLE GR G.~ '. ...... T/PLATFORM , II. : ". -.T.' . Ii,.. r.:J I I J; /':~:RtMOVABLE AS REQD. ,-1 ('. . '.' t I '::1:.' :~ < ~j t I I I I I I t t I I , I , . I . I I . I I I , I . I I I t . .. . ~..., ...... .. '-'. - . ...... ..~..:.~ '~,~.f.t.{.S.:"r..f:-~.{.~:.~.~~.;;..~~.~.~:~~.;.:3.~ J..:. "~'=". . ><, -. -.. ~ ;. U ~ .... * ...~_......~r-....".......... ;;-,~~:- ::;... -",---,.: '"';;- .. I. .. 1.11...... .1~....ldll "1\ )) . \ " __ ~:,_,.",.-,;;~"",,,''''.'.-.~l'.::.':=;. ~,.,:~~.~..:.._;:~:...:,.:.._:.~.:.:.~~. -...;..~.iii;.;.~~~.j.s.~-~...}~..~:~:::..;f:..:.E:~.f.::.l:~;.~!. ::~~:: ..' . ! . :. ;~.;,;.~;::.:.:-::....:;....;:~:...:...;::;~~=!.':?~i: .....:... ~ '. ~ ". _ ". -. - .' ~.. .. '. - -. - - __ I .. l' '\' 11 " 'to I' 'f' " 'I., . " . t.. ",.4., ," A. '! 1;, ,'f ., 'I ''', " ... "-C 1 1: or' r '.. . 4~'..,. ." .......". ., ':. '.. 't. ..... '. ..... .... ..... .' :-. .... '.,. .... ...... ..' ~ '. '.' '. ...... ..'. - . . .. " ., .... 1" A .... . .' ... . ~ t .. . ... " . . ..1 ....~ :-.~'. .~. .,: "..: ~6. ; ~~.~ :.- .t., c:'! Y;. ~:.::. :~: ~:' ~".:/:'- ::,":.~:~:' '...~~ ~. .:~ ......~ ;.:~ . .~: _:.~: '~.i .<.~: ..:~ .:. ~ .": ~.I&:~. .: ~ .'. ~'. ..~~~..., _' /. ~' ~.~ ',.,'~ "-,\5 .~ C'.4, 1 '. . ..... " "~. : .... : ! J ~ . -. '"' ...IJ;. ..."'" .: ...c ....~.:. ~: .* :" .. eo. .' :.. "h. :.ti: ~-t.A ..... ~ . 04 .. '"...... ..: ..A.... ~ ..''1 ". . .... .. '. . ... ~~ .' j .., '. : 'r. ~ " f ,...~..I FLOWABLE FILL LINE .~o . . - ., " -. ... ..' 4. ~ .,~ .... ,. ._. ....14.' .._..""- SUMP SECTION ~;~~~~~'_on ~ W ...J o :c z <( :::?: i0J r W ...J o :c z <( ~ ~I r t... 4:.. ........i,. .....~. ~ ..,...... . ...;;... ....:". f ~ '.. 0'" ~ .. '.. ..4 . ." .", 0'" '\" .. ... ", .. IIIIil . '. . ..' . :. -t .. :~ '. ' .: .' : ...: ..... r .:' A . .4, '4.' . . . ;4:. ."4.. :fI6.., 4 " I..'" .~" .'.;'.' .... ::t . .. ..... '.:" - .... :-., '. :.-l L . .'~... . , I '=t, .: .4.; , :" ~. ': I ' :' . '.:'. ,I I 1 I .,' 4:,... '1 .L.~1.~1 :;....;..~'II . ,.. .:4., : 4 I . :1'~'''' '.;' . J1 ..:.)< ~ :.:'~: . I .. .. , f; ..... '.'4 .~~; . t II . . '. JIo' . . II '..:,.'. III ;;~. ~..' ..,. .' II ....., ~ II .~. :~. -: -. II: :",' ;.. I II ,4 ~.: .,: ~ H '1,,,: '~:, lIP. ;..Jl, ,..j.,. . ... . ~ . ,- .: ~'~ 'If II I I . I '- /' l: ~= :r:,Y ti . . .j ~'''.~..:i I ..-. I . r . .: 4 ' · : ~"~'", ."; .' 6". It,. . . .' .. . I ~ .. .1" . . 'J. . . j-'- - t4.'.' k ~"~ J . , I' .:i i- t.: : i J 'l= :"'-~I'" f '.. . r i . . .. -{~;~4..l~I:.~ ~~~~~1\rj~!~~x:~~I~:fr::~:.r1~~~;~~:~.:~~:!::. :.l:~': ~: SUMP SECTION SECTION ( E,\ SCALE: 1./4"=1'~O" ~ .. I b I c...., r'/~ '~ 1 ..~...l -4. --~-"'h- .k' .. 1.. -.~.... t .. '*)'" . I., ..,.-...;.", .. . . '. . '. : ~o..,..,......- ..... 1\." '. ..... . :"....i.. ~ 1\.. .. '. . .... .!" ... "~. .:. .... ~ .<<.. . ."~ ti .~ . . : : :~. .: .~.~. . . ;.. <re.. . ~. .~~:(~ :-:;:. L. r ~}. ~:~: 'i< :..~ .~. ~t:~... ~~'.' ':.~ ~ :? !~. ;\..~:.::. ~ .:.: ~ ~ ::~ :~:. 7 ~ .~. :. , . ~ ..~~" b 1 ex, , . '~: , ..." .~ ~ ,...,. .. . . .. .\.. .. ... .' <":; .: .: :~.4 .'. " ... " . 'I , <If/. . . .~ . .. .......... ........ : , ':" . i,,' , ... :: ':,.' .~: '.. ..,......... ~ ~" .'.s'.: .) .: ." . ~:"'. ':: ' . . 4 . .~.~. '4;;' =0 ~ r w CL 0- ..$1 o ~ w CL a:: = ..$oJ o ~. w CL a:: ..$1 , . . . ... ...: . .'~. .; . ~: . . ' ~" <.:~. ,i .. ~ C'\I o~~ ~:"4f . ~ . It.'. .' ~~.:. ~:.~ .~::- ;.~ '. ~..:: ~.7 . ~ A. 4 ".4":~ . '"'.. . . .. . . ,- '.4' : . ...: ,- ~ ..... . I . ... .: .... :. 4 : . . : . '.4.. .,f ",'. .' ~ '''''4 ":.~ ... . : .:' ..' ..' .' ~ . ..... '~.' , c," . 4'.. I. ' " 'lrl~ :.'. ~ :," tX~: ~ ,.... ~ ~~ 'i:': . '.'''' '>I~ ,t.;....". ; ! .'. . .....4 l . . . ~. : , " " ! .~ 6~: .4.1 "j.... -. ,I ..' f "t'",... '.'l- ...-.' .. .1.... r"';'1 ......" '."."f .. II' "" .. .,.' ,,,A,,, .-7, ,J'...':' ';; '."'. ~;:; :' ;..": .\ ~:~ ~> >= : :'.~ :./:.: ~~~..'.: : '~ ;':', -r ~ " ::: '.~ t ~., \ . .~<:~ < ::~'./ .:"~:fo~ "~",: .", .,. .. , ~" ." . , .. ',,'. .:-.' . .,.. 1;. :~~... ~A .......... ~ o I ,.. ! r ,..,.,.. . .', j,'J'f ..", ii -- 'SUMP SECTION SECTION fC\ SCALE:l/4n=1'-on ~ ..~,. .. .. .. .,. .!....... .. . .b. . . . ./ .. ... '-.. 'I\..~ a I"~ :l€: -. '.' f )..:, ~ : GRADE EL 477'-0" ORDINARY HIGH WATER EL 472'-0'" TYP. SUMMER WA TER LEVEL EL 468'-0" DESIGN LOW WATER EL 464~-1 1/4" s. . E~SnNG ASH SCREEN SCREEN STRUCTURE ~ -.............. -- 'E~p. u>/~O{2Df 0 ^-'~fg,~ r 1< TIME: HH:MMAM Pl.OT DATE: XX/XX/XX CAD 'NO: 08708-IP-009-P1 ., CAD. DWG - DO NOT EDIT MANUALLY B ISSUED FOR PERMIT A FOR CONCEPTUAL REVIEW ONLY NO. REVISION 3 ~ =:5 - =:A ~Sr~-iOR \j-.O" ENGINEERING CONSULTANTS, Ltd, 21268 Hwy 99E,P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503)67~5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON PUMP SUMP SECTIONS SCAlE: 1/4" = 1--0" ORAWN BY: OWC CHECKED: APPROVED: . ClIENT [N~ ~/<XN1Cf 801 DATE 12MAR09 DWG. NO. o 022091P SHEt.t # 007 INTERNATIONAL PAPER MILL WATER SUPPLY 42ND ST. SPRINGFIELD. OREGON. 97478 7 of 21 paces I..... 19MAY09 owe 28APR09 owe DATE BY REV. S REV. DATE 28APR09 fI3 HO:P. TIiS @3>>~1,~.... ~; 13' ..~ ,,:_1 13 _L 9 13 3 13 9 N 'r:i ~ --I ~o ,l !5! WwO JI . --IwO) o ~ (fl<<C .1>--1 _ -Ow ~zr-: II w<Cw l~ 0- 0 j ~ (:) .J - ~ , . -!:J _0 , ,x c.. ~J . ,~ 1'9 <r7~. #4 @ 18" ..J ~. J TYP. T&B . J 19 #6 @ 6" ,.:r. TYP. T&B ~': J -,~:' " .'~ J 13 9 v -=-W 3-3 . . - -- -- .-.. - '.....- - .I .. a.: ",,>- ,f- ..- . ~ - --I o w :: , o ;l 1 ~1! , 1 . 0- r ~ .f- , . r-~ ..-0 , I cr Al (0 , ! #4 @ 18" O.c. TYP. T&B Ji#6 @ 6" o.c. TYP. T&B .___~_-"-"I_ f!:~H~OP,~E:.~ 3>> r EXPOSED AGGREGATE ;i ,FINISH TOP SIDE ONLY 3" 2" CLR.\ /CLR. --- --""- - -..-_-....<-af .. --- -...... - - - -.. _0 I- -.' '," I- _ 1-_"_- , , I- = 'r.- . -. -.. . \ ~.~, .4 - ":---r~ .... v =-W A-A. 8'=-4" 4' -10" ,.. .... .. . *, ' , .4- · - l' -9'r 1'-9" :' ~ .~;/ '~<r l- . "~- ." ~~~1 /' "~ - . " .4 . .... .' - 3 .......... , ... I II I I n: ! ,;, jUT"[11r-, i.;rrtf! - : : . !-1i-~,. i-~: ":+"'~r : .1' t< ..._.............i -: " - - . - , "-"',' .. -'," - I -, I I ' . I I ., -', - - - - - - - .... - - - - Ii, '.'.. '.,J ~.. ~ I LUff! ~JA i-!+ ~ 1-_' .' LJ.;. ILL I J I I - , ~ ~. . I II I I. _ _ _ .L _ _ _ _ _ ,.. _ _ _ _' I I _ _ J , I I . I, ". I I :.... JIII-f-- :', 't ~. ....~. '~'illfm'j: .... '-'&..f'rn'.o'-~' .~ 01 ~I I 'I I." I, I I I I ,.1 r.. ' '.. I ~ I-i- f. I. ,0' I. '~, J, I ',= ': I ~ fft I ,I UI' . 1 i L ~ i · I Lf I \ I ! .I . 'I J- I' ~! I.L.: I"'-Jl~ HOOP TIES @ 3" 'I I II I I '\. I 'ft"'-I ,,--.-, : ----.+----.-+- ...---- -~... .-lIII ~ #4 @ 18" 3 TYP. T&B (0 0- I <C ~ --I ~ . "" '~ . " ,4 , . , ! , 44, ' "":-""- A._ ~ 4' . 0 . ,-4' <1 REIN.DI:: IAll DETAIL (2) SCALE: 1/2"=1'-0" ~ . #6 @ 6" TYP. T&B REMOVABLE PANEL PLAN DETAIL (1'\ SCALE: 1/2"=1'-0" ~ 9 5/8" 1/2" - - ') 13/16"_'- --\ '- SEALENT 3"x3"x3/8" BENTS.S. PLATE w/1/2"f/Jx3" WELD STUDS @ 2'-0" o.c. #3 HOOP TIES @ 3" ,#6 @ 6" T&B . #4 @18" T&B 2' -0" - ,.. --~-'...........--~- ~':-1' -. ---~",.-a..c . ' <J ii' <J ~ fj. EXPOSED AGGREGATE FINISH TOP SIDE ONLY . #8 HORIZ. @ 10" TYP. EA. FACE . #8 VERT. @ 10" TYP. EA. FACE , #8 DOWELS@ 10" W/~IU. HOOK BOT. TYP. .EA. FACE , #8@ 10" E.W. TYP. T&B -- . 4 " 4 . A, c . : ,<1 0 ~ ci ;: --I NO "-1.' J I <1 ~ ci .." ,:- ~ ~l Lfl8 @ 10>> E.W. TYP. T&B #8 DOWELS @ 10" . < ~ : ~=- REIN. Dt:.t AIL DETAIL f3'\ SCALE: 1/2"=1'-0" ~ ci :: --I NO "-1 1 If " ~~ r --I o N 'ci ~ --I ~o .1 j 1 o I N '! r ~ 2'-0>> ~ \ - 'vI fI8 @ 10>> E.W. ~' " -0 N , #5 DOWEL @ 4" o.c. #5 HOOK-BAR @ 4" O.c. #5 Z-BAR @ 4" o.c. 'r REIN. Dt:.1 All ~~~~~;'-O>> ~~ 1 #5 U-BAR @ 4" o.c. REIN. ,.I !" , l -0 ~ ~ 3/4d ,;:.. - - 1/2"f/Jx5 1/2" T-304 S.S. --\t- EXPANSION ANCHOR, "" \. ,+\'~: t 131/1/4:" 'PLASTI-FAB' 5'x5' HOTS ~ SLIDE GATE . REF. .',' ~'\'~~ ~,~.- ,. ',. '4 ., 0 I. ~ '\. ' ", ~, . U'.. ,(2)#4 T&B X" f" ' ..,~\ '\ ,4':_ ~fl4 @8>>E.W. _ \ CENTERED , , J ~ !-:- - ~ "'j - , - -- . C I ',- C 1 I r! .: 'I ' /./~l 7 / ,/ -, ',_ '" ..::J ... ,l 60" f/J INLET, (o,! ~ -;: v ;r , - ~ I ;r , ;: A o ..I ~!I :: " o ..t ~J! :- jl o ..I ~11 ~ Al o 1 ~, f- ::> o ~ " :: _ l' + 4. - "'" __-A '0./'i~"~'~-'02,4 4 ," 4'" . , I j ,..,' . . " .' 4 ' 0 , ' . ~_ ,> : 1 :': '.~: -Aj..'-- 1/2>>91 EXPANSION ANCHOR ~ r. ~ ""- 60>>91 lHlMBlE ON END/PIPE , I 4 ,<1, . '-- 1/2"x3" GROUT RING , I " I J, ~ - - 1 ~ , v ~W C-C 6" -.II-- , ....:?' ;r I t-.. B!PUMP6ASE EL 455'-11 1/4" ), A o 'C""'" I ;G:0:~.,__, --:-- 4 4 ' . (4)#5 CONT. ~---- 3" x3" x3/8" BENT S.S. PLATE ': w/l/2>>91x3>> WELD STUDS @ 2'-0" o.c. (/ >-i- I /, PUMP REM. OV. T, OP / '. // GUIDE BRACKET . f/ ~ WElD BARS \ " /'~~' FLOWABLE ALL TO CREATE SLOPED BOTTOM ROUGHEN CONC. & APPLY CONe. BONDING AGENT SUMP FOUNDATION REIN. Dt: IAIL ~~:~~;>>=l'-O" ~ 2" 1'--9 3/4" r - .. 3'-9 1/2" 1'-6 3/4" "'- - 1'-3 3/4" 1'-3 3/4u. ... 1 1 ..... f- LU --I ~ 0- ~I ~~ El 455';" 9 1/4>>\ / , ex:, , I' , 1/1 W 0- o ~, W 0- o ~, ~ I - 11 ;r " ~ SLOPE ........ <0 .I , , (ft 0) @I.I 1.0 --11.0 W.q-. > W --I --I W SLOPE ........- '0 ~ I I t.r:> (0 EL 455'-2" I ~ PUME.. Il . (()', ~ r T %7 1/2" ... ..... , r ~A ~A~. a 455'-9 1/4"J ! r ex, , I' - I .. ~ (4)1" f/Jx2' -10" A.B. PROJ. 5", EMB.2'-5" w/ 1/2"x4" SQ. PLATE/NUl & w/3"~x10" WILSON .SLEEVE v =-W)-) f- ::> o ~ ~ ..';~L> ~:. ~ . EL 455'-2" A 0 ,4 ""'- '4, ~ I' .~~ ' ." . ';"-"':>'''~~'''O}'':l<;.~.~' ~' "': ,~o '~. ~.: : ' ; _'" .. ...,!"" >:.. _, ' " , . . -.: It A' ~"">..;.. ,,04, . . . , I t , r ~ <1 . ---A · · .' · ... 4 · Lfl5 4VER~S. W/:TD.' ~OOK I, TYP. @ 8" (3)#5 CLOSED TIES REIN. DETAIL DETAIL (5") SCALE:<1/2"=1'-0" ~ · <1' . , I L FlOWABlE All TO CREATE SLOPED BOTTOM . ROUGHEN CONC. & APPLY CONC. BONDING AGENT B ISSUED FOR PERMIT A . FOR CONCEPTUAl REVIEW ONLY 19MAY09 owe 28APR09. owe NO. DATE BY REVISION -3RESH =ARSr~-iO~ \jTON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E. P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 TIME:HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 02209--IP-008-P 1 INTERNATIONAL PAPER SPRINGFIELD, OREGON PUMP SUMP Dt.IAILS SCALE: 1/2" = 1.-0" DATE DWG. NO. DRAWN BY: DWC 12MAR09 CHECKED: D022091P APPROVED: SHEET # 008 CUENT INTERNATIONAL PAPER 0\1SQ+4 , MILL WAf t.r( SUPPLY . ~/aJ'.ltICf 801 42ND ST. SPRINGFIELD. OREGON. 97478 REV. S REv. DATE. CAD DWG - DO NOT EDIT MANUALLY g of 2/ pQ3es 8'-35/8" 2 1/2" ... I... 8'~6 1/2" ..... w' ow-' -<..>-' (/)<(<C ZlL.3= 'DURAGRID J-6000' 1 1/4" wi CROSS RODS @ 6" o.c. FIBERGLASS GRATING BY STRONGWELL OR. APPR; EQUAL 10'-2 7/8" 8'-4 5/8" 1/2" I 8'-8 1/2" ... ...... 1/2" I w, ow-' -<..>--' (/)<(<C zlL.3= 'DURAGRID J-6000' 1 1/4".. wi CROSS RODS @ 6" o.c. FIBERGLASS GRATING BY STRONGWELL OR APPR. EQUAL 10'-3 7/8" - ..... a--' _ ":q-. , t") 7' - 2" : :o,~ ~~: . : "" .... >,,'. : "":' '. ;. ,;': i.::. ~~:. .:..~ :'. '../ .:....~ .,......~.. "'....: ,': ':'1' : "~-:: "'''} :' ./..:Jr ~!:~::{f~~~:s~~:~L ,,:.4. ..~"4.4..".:'...~.~"'.',~'.": '."; .:..... ':. .~..... 1....4 ...;....~~:.:.~...::.,:...:tl.:.~ .......:;..:.. ....... :..';" :.'''~'~' (SEEDET.1&3SHT.009) . 4.. .' . . ,. . . C . .. -c'.. . .' . ". · . -. ~ ,)../~"'" : '."' :,," .:"~ ~ ~'j:' ~ ~~.. .., "..' .' ... <'''/ ...i/ ~ " :. . . .;" ~. ......: :. '. "" /1 ~~~?~! :" :c. .:.~ :1t- . I~ *d ~~69 .~ ! N . .A::'" ~ e It - 1- - . , I -.. . . .. 0 0 ;.,., l' .-:'.'- ~ 4(/<::' i c I ~ . . :~~'.". ~ 1;- "y; .>~. ,I .. ~-T . .:: .... " ..<~ -;:. * i iii /i i t ~_. * I . _ O.1~..;'.. A :..- ..:....- -r.-.". ~...- IN;' .... A.6 ~ "/(~~t. *!~ ~~;I 1 ~ A, '~':~~>.: ~j ~ :: . ;: 7': ,1111 r' I ~/II '~ . ; ",I..~ - :' -- '- *-. :.' ..... ~ Ill! ... .iItZ<" - . . I I ...... - - - -.... " t) ~.. .,~. .. ~ :.~__. 1111 11/ 1'.;_" I c. ; b.j ",- 4 I i *' ..:.: '-4"" Ii ./\".'* t t .... ..'- o'~r ':" .'~?-" 'J:';~" ; 6" "!'!- ~ ::J i IN. 1 .....16. :~:. '" ' '. - I .. . :. .... * * . . - . ...... .~ ~ . ,,' I '" ' I 1 I 1 ' , '.. . '. ~ , .... . . .' . '. Ilj II ~ I be ') - <=> J ., * _ _ _ _ IIPV _ . A '. . ;.J. ~~.4. ..~ ~ 1111, 11;1 1,1 ~ I~o- k II II, ~I ~! It ~~. . .:.~ ~d '.A,! .:",fJ.. w.tr ~'~. '''~1'\ t, I ~ ,- ..)!t"...~....~ INSIDE Nr ~:. ..~-:r I ~ I . ',1 ;1',::-7.~' ;..".'. A..; "6: .:~J ?,.~; :.~. ". FACEI .",:6... * * _" , _ '_ .... :....... ....\. '. - :., .... :4 ,-t....,.,'.: .:... WALL ....-.. -.... -\ . . "4' A '>1\'" - 4l .0....... .... A . . .,... .' ..... .' III 4.; '4" 44. . 4' . ..... .'.A '. . A ~ II." .. '.4 .'." : ". .... ..... . '" ;;;:.:. ::;/.:. ~..t~:..> ~:~:. '.::~ .~. ::~':..'-: ~ ~ '/:'.; . ~> ; i '.\~ :'. ~:'.,~ .:.<: ~ : r;::.:~.r .<; '. ;: ::/ ". .:::. ";, ~ ~:. F. ~: ,-:'/:. ';' .; ~ ::/'-:).:.~:: ~~ \f3A\ ~ 7' - 2" w , ..... ~. SHOP WELDED C6x8.2 FRAME ~~~ ~lL.3= ". .. 6.4.4.' ........ 4.... '. : '.' : .4 '., .';.'.16:- :'C :." . .'" . .... ':. . 4. ;'.' .'" (SEE DET. 1&3 SHT. 009) 4 "..6 . .'. . . ,....... '., . ." .... -c'.... . '.' . '. '. " .... . . . ." 1! INSIDE . .... :.' ""..... .:. '. -:. . . -: ':'.' A ...... .:. .... . ~ -::.' . '< . ...... .: I:~'" .-.,: ~:4 '. A:. ". ..4...:' . '. A / INSIDE ,~ FACEI ,'. .;.... .....4 * I" l * ~-~5B SIM.:;.., l -' l---r-'* iIIII' r' ~. 1 * h:"." ~ FACEI ~ 1 ~ WALL .' '.' f ~ L -1Jj.. ~ : '. ':.: WALL "" o 11 '. . .. '. .!(~v.?'" lJ . ... I ~ ~" ' ;','" .'~' ~ "O~' OO~ Ny ,II 11 l' )f ", ......(4 ~ -- ':;.:.:: -J~KJ ~ 0 lU ~..,:..* . *;:~;....:.;. j ""1 ::...:.:.....- .. ~. l -t '- .~010B9;:'. 1f ~ A*':''-:'~.~:.. . " j ~~::':'~'.:U~~-- *' ~ --, ~ - ~ - , :~"i..;:~ -1 : ~':.'.,! ff~ t ~ ~l ~ A J. I 0 ~ (~/ ~'.:Y:V: ' 009, '. 4',:"_ \ . N. II 1 -:" :'. ..~ * t *. N:::-: ." .~. ~. '.. .' , (j) ,- .... l' . .' ,,:.. ~ . ,i.......: . '" ' <D'" . " ' -- '"':.' ~,;' ~::J t c;,. LJ -; , A J.':~'" ~.;. .4. . '..- t '1 : "'. " ....::~. :.:~Jiji ~f)~lp''''' . ~ .,* , ,:...t::: ~.': ~. ..: . II i I 11/1 I I" I ) 0 II jo : ~,,- ~ :'. ,~< -- I -- .....- \ "t ~.., . =-. \"'". ~ .....~ .~ It.::. ...... ;- ".~~.'.A:.'It. ~ ~.' ~ ;,*. r. .' -j.Jl....... .4. .. .. ..,. ........ ... .. " .." ."6 .. .., ...... .. . . , , . N "1 ". . ....... A. ' . <4 .4. . ....:.x:. .* . *~.' I '- ~'.~J ....l..~:":'.- ;4. ..' ..:.....t...:..;,....: - ;..: . . . ... . . -:Z' . . '4. . ' ... ..... " A. . . ..... .' ...4 .' It 4.... '4" A~' , 4' ...... ....4 '. 4 ~ ~ ., .~.. .&." .'a.. : D.. ""~" ...... . .'. ;;;:.:.:: '< :.:. ? .". ?~:. ~:.:""<. ::~':...':: ~ '/'.~ . .~ '.:.'~ ;'.~ '. A<.~ :'.~.. .L-<: ~ : ~: /.: ~ ':;:: .......: '. ": ::';'- ". . :::. ..; <. . ~:'. ~,~~ .-:':~ · >. . >- ?:~:', ~.~. : : ~. . .' .," . .. -. '. . . .....; . 1 .. . · . .,. . ... 'a ... A CONNECT PANELS TOGETHER / \ ~ ~s~lg!&~~ SO~ ~~LJ;.LACED .. l ~ \ l . . . ... --rr r"T I I I I l I I IT /STLEL 468'-10 3/4" :: . r~-~;@.'-- ' !l - _~. I ;~.J@ ~ II r=~ I . . :~,'.~'~i ~:~-- 'EXlEN 525' L6x4xJ/8x4 1/2" I 0 I I (LL V SLH 3") II 3: : II I q .'. .. .,: f .J I I ~ .L.~ 3" - 4 1/2" 5/8"" f/J 'FIBREBOLT, SruD & NUT ...... <r-- ....- I ....- ":q- ......... ! r tNSIDE FACEI WALL ....- o I . N " .L -- ,\ , ":q- :: , '.,q- ..t") , ',' ":q- ....- ..- 'I N ""-":q- I o w" I . N N -- --t: lI.,q- :: , .,q- ....- 'N :: t") I .,q- ....- N , I ~ - .,q- o I N ....- !J N , j" .. (x) , ....- ....- I to -- ....- ~ I ;.,.,' r r j] -- OJI I Ny INSIDE FACEI WALL 3/4' f/J 'FIBREBOL f SruDS & NUTS TYP. @ CORNERS OF (3) PANELS. ~ ~ 3: <:J..I -- 8' -9" ~ S 3: _<: }J PLATFORM FRAMING PLAN (FIBERGLASS OPT) ~~~~~~"=1'-0" @ 1 1/4" ---1 ~ N N '1 ~ 1l;:;~ 3" - I~ 1 1/2" ~ l ..... -:" ~ 3/4" f/Jx1 ' - 2" 'FlBREBOL T' STUD I ;MB~ l' -0" : PROJ. 2" TYP. ....q4.. . . .' .</ '. .4" ADDL. 5/8" f/J 'FIBREBOLf STUD & NUT N , 5> --- , ! " ,. ~Jt ~ - '\ ,;'..... @~I + -- .' -- .. .. ., ., . ~,:. .. ..1*1 ~ ~r~ ~~ t~... ;1,. .. . (f ~-' l~ '\' - I'. (-' ~ I:~j _~3."f/J GUIDE 11 " I A \\ II . ,~~ A ~BAR i .~ 220 f/J.J?I$CH. - - - ,I ~-- ~t, ~cr \\ ~~. A ~ . -+ ~~:,jr i?~~ GUIDE ,a:~, ~ ~ ~~."~ .~.... J-- .. .. .. .. .. ,. .. .~ '.~, .. .. '!1J' 1'< ~ 'EXTEN 525: L6x4x3/8x4 1/2" T I <0 . I'" (LLV SLH 3 ) " I ) "-- ) ~ ~r........ ,I W1 Ox33 GALVANIZED & P AINlED - I :.jt. " 5/8" (/) 'FIBREBOL T' 2 3/4" SruD & NUT , PANEL ATTACHMENT --- '\., ;.,.,' I ~ ~l : 4. .</ ... - 'EXTREN 525' RBERGLASS CHANNEL 10"x2 3/4"xl/2" BY ~ I KONGWELL OR APPR. V:.W A-A 2 1/2" ___-I ..- 7 314" 'EXTREN 525' L4x4x3/8 wi 3/4" f/J FtBREBOL T STUDS & (TYP. FRAMING CONN. U.N.O.) 5/8" f/J 'FIBREBOL f STUD & NUT PANEL ATTACHMENT (SEE , PLAN FOR .LOCATlONS) .q'J' . <1 'EXTREN 525' L4x4xl/2 PERIMETER LEDGER ANGLE w IPRE -DRILLED 1"f/J HOLES @ 24" o.C. FOR 3/4"f/J FIBREBOL T STUDS. FRAMING CONNECTION (FIBERGLASS). DETAIL f2A\ SCALE: 1"=1'-0" ~ . Ii , I 3/4"f/Jx1'-2" S.S. ANCHOR EMB. l' -0" & PROJ. 2" TYP. J 4 C6x8.2 FRAME </ / 1- ;4 4. ..4 ....q4.... .' .</ . . . 4,. . . A: <1.' .t-4 . . .4 ; .q ~ ~. .~ 1" 4 . .:~r... 4'4 L4x4x3/8 LEDGER BOLTED ;. </' .'.<1 . . .- TOCONC. w/3/4"f/J ANCHOR .4.q .'. ^ . . .q @ 2'-0". V '.q :. l' -9 5/8" REF. - NOTE: TOP FLANGE OF Cl0 REMOVED FOR CLARITY. F~MING CONNECTION (FIBERGLASS) , DETAIL f3A\ SCALE: 1"=1'-0" ~ . FRAMING CONNECTION (STEEL) DETAIL (2B\ SCALE: 1"=1'-0" ~ ~ t") ~ ~ I -- ~: t") .,q- ... , ":q- __ or- 'I N ~":q- I o .. I N N N , ~ ... ..'" ... a ~ ~ t") to o ~ I @.;' , f Ji ,.... . " : .... : ~ . '..: .6: . .-. .- l' ,- -....:.. , ...... ... ... .... :~., - --C~ :: I~ .,q- ~ 'N :: t") I .,q-....- N , I ~ .. .,q- o . I N N , -- (x) , ....- -- I to ~ ~ I ;.,.,y I' -- :: Ii 'I INSIDE Ny FACEI WALL Oil I Ny INSIDE FACEI WALL PLA I t-ORM FRAMING PLAN (STEEL OPT) DETAIL fP2"\ SCALE: 1/4"=1'-0" ~ 2 1/2" ___.1____ 1/2" ___ L 8 3/4':'- V. . .. - L2)(2~1/4x21/2" LONG wi VERT. LEG WELDED TO WEB OFC6. ATTACH HORIZ. LEG TO TOP OF Wl0 USING 5/8" f/J S.S. BOLT TYP. t N -- @:f-f@-]Ifib@--......... <> . I .' ~ N " l' . . @ : I. @ I . I1j [jI€>.. , , ..., - - -........- - ij, f......- - - " ,~ K 'E~ t 525' L6x4x3/8x4 1/2" (LLV) ~----.;.- ~ _~"_DI~ ~ i~ jt+(~-' t - - -:- - , - - ~ I -'. '-- SHOP WELDED C6x8.2 FRAME l I (0 X. . (GALVANIZED & PAINTED) . )E- ( .. . . W1Ox26 GALVANIZED & PAINTED "" . '- 5/8" f/J S.S. BOLT TYP. PANEL A TT ACHMENT ADDl. 5/8"f/J 'RBREBOL T' STUD & NUT 5/8""(/) 'FIBREBOLfSTUD &..NUT I ; I ; I~l_ I~l O.~ II I II i 23" f/J GUIQE BAR ' . <- .. lL. .;:> (OW 3" f/J GUIDE ! 0:: 2 -' BAR :f . ~,4)'1 ; .. ~ I, :~ )(- - f '. I @ !:Ii~" .,.< ~:3 ~l I ~@ ~I;~ . ~ ,. ..,. ~ .4&-~~ -' . II . ~\.: I . 9" 2 3/4" -- ........ 4 1/2'1 ...- -.... ).. .....t-- l' -9 5/8" REF. ....I FRAMING CONNECTION (STEEL) ~~~~!~'-O" . .~ NOTE: TOP FLANGE OF C10 REMOVED FOR CLARITY. FRAMING CONNECTION (FIBERGLASS) DETAIL (4'\ SCALE: 1"=1'-0" ~ CAD DWG - DO NOT EDIT MANUALLY I " 1 1/4" .11 4 / .\..~--- ---~_I-- N , /L 'EXTREN 525'FIBERGLASS CHANNEL 10"x2 3/4"xl/2" BY STRONGWELLOR APPR. '. /' r. EQUAL. ~', I'@. ~ 'EXTREN 5.25' L4x4x3/8 wi nl~@ ~3/4"_ FIBREBOLT STUDS & . ..iJ _ (TYP. FRAMING CONN.. U.N.O.) f. . . , , 5/8" f/J 'FIBREBOL T' STUD & NUT @ EA. CORNER OF PANEL (SEE PLAN FOR LOCATIONS) ~ ~~ - t . ;.,.,.. ;.,., , d ~ , I . .. W10x33 2 3/4" L FRAMING CONNECTION (FIBERGLASS) DETAIL (fA\ SCALE: 1"=1'-0" ~ 1/2" I < -.; -' . : .~., ~J i ,c~.,~.. ,~" )0'. ~ J.... .., _ 5/8"_ S.S. BOLTS ~ ..~ @ EA. CORNER OF PANEL (SEE 8. PLAN FOR LOCATIONS) ~I I I , - '. """-'-....... 1 1/2" . --- FRAMING CONNECTION. (STEEL) DETAIL ~ SCALE: 1"=1'-0" ~ <> .. 0'>- ~ @;j: .@ @~, ~. @. ....- ~ -S......... ~ l' , .. - ;.,., l .~) .- - (2)3j4"f/J 'FIBREBOLT' /. .~ I ~ ,,' i<-.t SruDS & NUTS /. ..-' .}- ~ ~ . L5x4x5/16x6" (GALVANIZED & PAINTED) W10 w/13/16"xl 7/8" .. HORIl. SLOTS IN WEB. _ . . 2 1/2" (4)3/4"_x1'-2" 'ABREBOLT I - STUDS EMB. 1'-0" & PROJ. 2" FRAMING CONNECTION (FIBERGLASS) ~;~ ~!~'-O" (ff; ~ <'> N , <>-- ....- (2}3/4"(/) S.S. BOLTS I, 1 :: t") 1 ' l ;.,., L5x4x5/16x6" (GALVANIZED & PAINTED) 2 1/2" (4)3/4"f/Jx1':....2.. S.S. STUDS :: - EMB. 1'-0" & PROJ.. 2!' FRAMING..CONNECTION (STEEL) DETAIL ~ ~ Wl0 .w/13/16"xl, 718" HORIZ. SLOTS IN WEB. SCALE: 1"=1'_0" Received:~l('~ A, ISSUED FOR PERMIT 19MAY09 owe NO. REVISION . DATE BY 3RES;=ARsrrHOR~TON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434- Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON PUMP SUMP PLATFORM FRAMING DETAILS TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD. NO: '02209-IP-008-P 1 SCALE: 1/2" = 1. -0" DATE DWG. NO. DRAWN BY: owe 12MAR09 CHECKED: - D022091P APPROVED: SHEET # 009 CUENT INTERNATIONAL PAPER 1l\19~ MILL WATER SUPPLY '~j(.X:Nr1Cf 801 42NO ST, SPRINGAELO. OREGON. 97478 REV. A REV. DATE q of 2l pa:c,:> v -/ f~ 472' ORDINARY j.. HIGH . W. ATER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. . . . . . . . . . . .' . . . . . . . . '. . . . . . .#~.......... .. I N4800.00' ..... ................. ...... ........ I I f- iE ~ ::> Q) '<( t5 o 0:: Q) . \1,'0 G\\~j)..iO\)~\) ') ~~C.\ S\ "0 ~\... I I . N 4700. 00' .. .. .. .. .... .. -. .. .. .' .. .. .. .. ,. .. .. .. .. .. .. ~ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... " .' .. .. ~ .. .. ,. .. .. .. " ..,.. .. .. .. .. .. . J I I / ST A nON 3+36.86' I END CURVE 1 \)~~ '\\ ~'< O~ ~vi\\ , o' o. d. o. '" I"') . w. o' o. d. o. I"') I"') . w. 9 CAD DWG - DO NOT EDIT MANUALLY N4600.00' .. .. .. .. .. ... -.-, .. .. .. "" .. .. ""' .. ,. .. .. '. .. 0' o. d~ o. .q- I"') . w. TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 08708-IP-009-Pl B ISSUED FOR PERMIT A . FOR CONCEPTUAl REVIEW. ONLY NO. REVISION 19MAY09 owe ' 28APR09 ..OWC' DATE BY BRESt- EARSlTiO ~ \jTON ENGINEERING CONSULT ANTSt Ltd. 21268 Hwy'99E. P~O. 370~ Aurora..OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON RIVER WATER UNDERGROUND PIPING (1 OF 4) SCALE: 1 II = 20' DATE DWG. NO. REV. DRAWN BY: DWC 12MAR09 B CHECKED: D022091P . ~N&TE APPROVED: SH Et.I# 022 CUENf INTERNATIONAL PAPER .~ MILL WATER SUPPLY ; ~(<XNrICf 801 42ND ST. SPRINGAELO, OREGON. 97478 /0 of ZJ paces v ~\ ! . . ... . . . . ',,~~~":' \)~~ . .. .. ... <.: ^'" ,~ . . 0 i)'t . . . . O' ~ v . .. 6~\G,^ if o. ;s ~'O lJ.J. Df / 0} ~ ~ro' . !9 ~ ts 'S:/ C.> ~ & ~ ~ ;' .. . # . ~ ~4:59q.qo: . c' O' 0' O. N. 1'1') lJ.J. '0 O' 0' O. 1'1'). 1'1') lJ.J . /'" / ~ / A Cj~*JCS ~ , I . . . '. . . . ~4:4<?O: 0.0. . . . /'" .~/ ~<(~ S / ~ ~ ~ ~ , . . N.4~O.O..09. . . . . . . . . , N4300~9q . . . . I / : "-- C "-- 4 92 ----.. ~ .N:4?O.o..o9'. . . . . . . . . I . · .. .. . .. . . . . . . , STA nON 7+48.57 START CURVE . I I ~:. - . it~(? / DO NOT EDIT MANUALLY CAD DWG - MMAM. TIME: HH: /xx DATE' xx/xx PLOT '.. P1 70B-IP-009- CAD NO: 08 o FOR PERMIT B ISSUE EPTU. ~ REVIEW ONLY A FORCONC . . . REVISION . . /THORNTON RESHEARS. Ltd B . EERING CONSUL TA~Ph'(503}678-2434 ENGINO Aurora, OR 970 . . 21268 Hwy 99E, P~O~ 3:a~:(503) 678-5683 NAL PAPER INTERNATIO . OREGON SPRINGFIELglJND PIPING . R UNDERGR NO RIVER WATE DATE DWG. . SCAlE: 1" = 2~C 12MAR09 D 022091P DRAWN BY: D SHEt.1 # 023 CHECKED: . . . PAPER APPROVED. INTERNATION~~PLY WENT . MILL WATER OREGON. 97478 . SPRINGAElD. O\1Srn 801 42ND ST. ~j(X)JrICr 19MAY09 owe 28APR09 . owe NO. DATE. BY -, EXlS1TNG ~ONCRETE BROW LOG. .. .. ":: .... .. .. ~. .... r ......:..:.......~ .. .. .. .. .. .. , , .. ..' .. . . . . . . . . . (2 OF 4) REV. S Rei. DATE - 28APR09 /1 oP 2/ PO!f> ../~\ / ---- ROADWAY ---- -- , N4000..0? . . N3700..0?'. . .. .. .. .. I I I I ,'. . ..... .. .. .. .. ..-.. .. .. .. .. ... .. .. .. ... .. .. FOR CONTINUA TlON'SEE DRAWJNG023 ~: ---------- 8=-491 .q-' I"') . w O. c 0' C. to. I"') W. .. :. PARKING ARE \r ~: ~/~ t:/? ~ ~... ST A TJON1 0+ 94.9~' PIPE CROSSING --------=- l -491 --- ~ ~/ ( / I I I I - j t I t JJ~ / / / ~/ //1 I : . STATION 12+54.05' I ~:. START CURVE. '\.... ~t~ \~. II . ~ '\ ~~~ : ~. ~,.~:~~ \ \ ..J r '\: .. ..~. \/"xl o. . . . . . '. .:. . .! . . . . '.' \'. '.. " . . . . . . Ai. _ . \ . . . . ~ . . .. .',~, \ \ \. STATION 13+06.41' . '../\ . . END CURVE I '\ I " ,.~. : ,'/\, \~, I ,. . \. l:r ~ \ \ ---- -- - - --- / / / / / .....- . .. . . . . . . . , rfj>" . : . . . . . , . . . , . . . Pf $> / I .~ / / / OJ / / / \ r-.)..'.... "'- . I b. ~. . . . . , . . 'g. N. I"') W. b. c .. .. .. .. .. . . . , . . 'g. 1"'). I"') W. a? ~ ,. .j..., . . . ", . .. .. .. .. .. .. .. \ FOR CONTINUATION SEE DR"AWlNG 025 \ 0' c. 0. c. CD 1"'). w. O' o. 0. o. ,...... I"') . w. .. ".." -.. : N4000.00' ,. .. .... .. #- .. .. .. .. .. .. ... .. > .... .. : N3900.00' .. ... .. -.. ~ .. .. .. , : N38~O:0~. .. .. .. .. .. ~ .. .- .. ~ .; .. .. ~Xf'l (g 130 Zot () .. , 8: N3700.00 . . .. .. .. .. .. .. .. .. . . .c. . 0 ,....... 1"'). W 8 TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 08708-IP-009-P1 Do NOT EDIT MA, NUALLY CADDWG - A ISSUED FOR PERMIT REVISION BRESHEARS"HO~NTON · ENGINEERING CON~~~:~Sp~~(503) 678-2434 21268. Hwy 99E, P.O. 3:~~:~67a-Ss83 19MAY09 owe NO. DATE BY INTERNATIONAL PAPER SPRINGFIELD, ORaGON 4) . R UNDERGROUND jPIPING (3 OF . RIVER WATE DWG NO REV. DATE ... A . SCALE: 1. = 20.' .... 12MAR09 REV. DATE DRAWN. BY: owe 0 022091P . CHECKEO:.SHEET#024 APPROVED: INTERNATIONAL PAPER CUENT Milt WATER suppLy 0\49Q\J 0 s,.. SPRINGAELf)" OREGON, 97478 801 42N 'I.' ~/<XNf1Cr 12.. of 21 pa.C~S '- FOR CONTINUATION SEE DRAWING 024 r / '\ ~ : \ o' o. 0. o ~. rt). w. O' o. 0' o. ........ rt). w. O' o. 0. o 1"'")' 1"'"). ;W. O' o. 0. o (".f . rt). w. I ~ z <( I-' --.! W (f) W o ) II ~: :~: ~~ ~ ~~==== ==:======:======:~_. =~~~~~~~E~;JK 8' S.S~ INV. . /., _ _ _ ~ _ _ ~=1/~~.. . J::.Xl~lJ.Nu.11:..STEEL ~.. . ~/.. / . NO.3 RECOVERY BOILER EL.486'-6 1/2~~h ~ '" --------------------,1. BLOW DOWN TANK: .~. (){ : '--/ () : .. .. -.. .. .. .. '.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .' .." .. .. .. .. .. .. .. .. .. ..' .. .. .. .. .. .. .. .. .. .. .. .. ..' ; .. .. ,. .. .. .. .... ....:"'.. - .. .. .." .. ":' .. .. .. .. .. .. .. .. .. .. -.. .. .. .. r-- INV. EL.484'- 5' \ / ~I \ \ 6 . N3600.00' - OUTFALL TO LOG POND ~\, ~ o a.. ,;>, <( . 0... t '0 $-q s: <Cot N cD c- ..q- f', ...i \.)~ . \ N 3528. 22 ~ . .~ STATION 15+73.50. E3423.00 \ /\;1 PIPE CROSSING o '11..1. : 6" ~.!'LUEN-r..lfRP) \ . / INV. El. 484.50' '.;.-;f = =- =-::.:: - \ - =-.. , · -J" . (REF.) .\\,/, ~ /" N3522.22 . STATION 16+01. 4-3' I\! \.., E3417.00 PIPE CROSSING' ~O'. \- . .. . 6" DOMESTIC SEWER a:~ 1 . I. I. I I -+ . : I.E. 484.7' .". . , '" / ". . N3500.00' '. . . . . . . " . . . . . . . . . . . " . . . . . . . . . . . . . .00 . . . . . . . -.."...... - . . ..........- . . ......... . ......,... . . ,\-.,......." . ... r . .' i' . . . ',' . . . . . . . . . . . . . . . . ",. .. . . . . . . . . . . . . . . '.' . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . '" . . '.' . . . . . . . . . : /: ~\ :' ///. . STATION 16+35.19' (I P\I\ \ . ~ I '" PIPE CROSSING . \ I II L.i~ \ I:); / ~II~ ~: // I WI\ lie. I / 8" FI~E _ Af 'PR~X:.. _~~ _ _ (/) 1 ~ \Q _ . _ INV. ~E::3'-4" . ~, I \\ y' ~: / . ST A TlOtJ 16+69.88 \t5 I I \ l. .,'.; /' PIPE . CROSSING t ~ \" ~'" . I d, I r\ \ :: \. \ _,.1. ~,;/;/ \\. ~: \ ~~~,I Ij I \ : _:\ ., - 41 \ .. /~\;::.:~. '~\\\i \ . . . $' \.,. . . .:- .~:~ . .. ':~ x' ; \.. . . . . . . . . . . . . . . =. . . . . . ~ . . . . . . . .:. . . . . . . . .. ~_ . I (\ . ~ ~..!.._;:/ \ 'STATlON 17+41.;6' --- : \ . 36"-4591 ELL (DR 17) 1:\ \ .w Z t-f --1 a: .02 .~ ~ (X) / ~ I , .(\J ....... ~ ~-t =€) POWER BOILER No.3 RECOVERY BOILER No.4 RECOVERY BOILER /.~/ /../ ~'/ ;;1 ~~ ' " ~\.. -' C -6L-pF-51tJ /" - \ \" u u MANH~1 \' RIM EL 489.59' FOR DEMINERALIZER PIPING THROUGH BUILDING SEE DRAWING KRP-40-D . NO. 3 RECqVER. Y BOILER / BUllJDOIJN TANK I . . -' .. ~ I r o' / 0 o~. 1 .' (8'-EAG-524) N. ~: . - : . +. w: N3500.00' , . .~, ~": .. --=-. . . . . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . .' . . . . . . .' . . . . . . . . . . . . . '. . . . . . - "~""-- . I ~ATI~2).r - ::-. EXI~TING -^-<n-7) r \ . 7 I DEMINERLIZER ,/ '. S~MP / / DEMINERALIZING SYSTEM r::=s ELECTRICAL SUBSTATION ~ ~ ~, ~ ~ ~ ~. ~ ~. ~ ~ ~ .~ ~ '1 c10 / C) . 0 .No.4 TURBINE---I . GENERA TOR CO m w 3: w COMPRESSOR BUILDING , I j9 / STATION 16+ 79.59' PIPE CROS/SING C. BASIN RIM EL. 488.37: (2) -EXIST. 36' FIRE \J A TER FEED LINES - 36"~ CONCRETE FIRE LINE (ABANDON) r../ ro' l J . n -, 6 c::> ..c.u.- (Y) Li.J l t . ,=====,18' DIAM.. WOOD STAVE I: INV. EL.482.5' .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I: "4; tiAS LINt' . . . . . . . . . I. EL486.5' \ I: ') ~ - , - - I ~ -- -- a ~__=___=_=__\=_~ N3400.00' . . . .N3400 AI ~..' c ~ .. Y-> ( I c c -488 EXIST. 36" ~ MILL WA TER LINE ""u ------ I' : C. BASIN . RIM EL 486.70' STATION 17+78.44' N3333.92' . E3447.08' APPROX. TIE-IN POINT . A, ,ISSUED FOR PERMIT NO. REVISION 19MAV09 owe I I I J DATE .BY BRESHEARSITHORNTON , ENGINEERING CONSULTANTS. Ltd. 21268 Hwy 99E; P.O. 370. Aurora~ OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 N3300.00' o' 0' O' O. b 0 o. o. o. 0 O' O' 0. 0' 0' 0' 0' 0' o. o. o. o. o. O. N I"'") ~ . . to. ~. :;;. 1"'")' 1"')' 1"'")' I"') W UJ W I . W W w. III INTERNATIONAL PAPER SPRINGFIELD, OREGON RIVER WATER UNDERGROUND PIPING (4 OF 4) SCALE: 1 It = 20' DATE OWG. NO. REV. DRAWN BY: DWC 12MAR09 A CHECKED: 0 022091P REV. OATE APPROVED: SHEt.t # 025 CUENT INTERNATIONAL PAPER ~ MILL WATER SUPPLY .~/<XM1Cf 80142ND ST. SPRINGFIELD. OREGON. .97478 TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 08708-IP-009-P1 CAD DWG - DO NOT EDIT MANUALLY /3 of 21 paces v 1 CONTROL DENSITY FILL AROUND PIPE OR REPLACE EX. RIP RAP 36" f/J PIPE PREPARED BED . RESTORE EXISITNG PAVEMENT/CONCRETE SLAB At I t.R PIPE INSTALL TlON TYPICAL SLOPE EXCAVATION DETAIL ~ SCALE: 1/2"=1'-0". ~- ! ,'. :.....:~ .~ .:'4':". >- ...:~ :~'.= ...:~ ..~'.: ~ .:'. ......... . :4. ... .;; ..~.. .:. > . .;w' . . 4." . ..... ~ ... . . . . .... 41 . .. RESTORE EXIStTNG PAVEMENT/CONCRETE SLAB AFTER PIPEINST ALL TlON : .::- : ::. .:: . .: .... ::- i ~ ,..--.:.~ " :.~ .-~ '.: :.;. '.: !-.. : -:.;:;:: . ;': ....: :.. '. ..: . '. :-:: ~_.:-. ;- ~: . ~~~~~~ff~- , ~ W~~~~~-~~~ -~W-~~-<.W-~-<.~: ~. . .r-~~~~~~ ~-<'~~-<'~-<'3h-<';; ~~ -~ W1 ~.~~ HD~~ ~I~~.. +. ..:.$fit~ .::;.:: '';: .;%~ -A'L,...:...:.... .~;~~~~~~~~~~~~:~~~~~~~:~~i~~~;~:~:::i~1f.:5;~::::~::f:!j d 0::: ~o OW ob .z CRUSHED . ~ en > GRANULAR FILL ;- ~ Oz I:::> it) ;-t_;~:.. ::;r~~ · i/'.(/~ :(j: >:~: ::~ .'. ..~{"Y~~~~':.::'.. / " >PRIMARY INITIAL SANO. BACK FILL EXISTING 28ft f/J HOPE INFLUENT FORCEMAIN {.~;~.'j ~ :.:~.:.~ .:. '~~':~ '.~. .....~'.:. .~. ...~~ .t~~:. .. MIN. SAND. BEDDING 5' -0" MIN. 6' -0" MIN. .... .... D.ETAIL SCALE: 1 /2" = l' -0" ~ ~ f4'\ ~ DETAIL SCALE: 1 /2" =1' _0" ,.. CRUSHED > GRANULAR FILL < ::0' . Z . 1- - ~ <v-l >FLOWABLE FILL , f :: Z (0 - ~ / \y .I r\ "J 1 ::: z > FLOWABLE (0"5 FILL T ~: EXIST~ 36" f/J WATER HEADER f\ \J ( \ .. ~ I"') U') . I it) I -.t' - I 36" f/J HOPE MILL WATER FORCEMAIN 2'-5 1/4" 3'-5 3/8" .... ....... 2'-5 1/4" . .... HOPE (SDR32.5) FABRtCA II:.U 3 SEGMENT 45f/J ELL o CONNECTION AT TIE-IN POINT Dt:: I AIL f5"\ SCALE: 1/2"=1'-0" ~ LE. 482.5' (REF.) A , r A b I it) , (0 8' - 2" 8' - 2" .. '.: ! f CONTROL DENSITY FILL AROUND PIPE OR REPLACE EX.. RIP RAP . 36"f/J PIPE TYPICAL SECTION DETAIL (2) SCALE: 1/2"=1' -0" ~ PREPARED BED .".- :"..- .. e. . - , 1~ . . . .. .-~~ . ~):..I .JI .. . ~ ! ' .. -,. V ~ r .~ ~ . : . e TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 08708-IP-009-P1 CAD. DWG - DO .NOT EDIT MANUALLY A ISSUED FOR PERMIT NO. REVISION 19MAY09 owe DATE BY 3R =8 -lEA ~SITHO'R \jTO ;f:' ENGINEERING CONSULTANTS, Ltd; 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2,434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRIN'GFIELD, OREGON UNDERGROUND PIPE Dt.IAILS SCALE: 1/2" = 1'-0" DATE DWG. . NO. DRAWN BY: owe 12MAR09 ' CHECKED: D022091P ,APPROVED: SHEtJ # 026 CUENT INTERNATIONAL PAPER rNS{}J MILL WATER SUPPLY ~(<nIf1Cf 801 42ND ST, SPRINGFIELD, OREGON. 97478 REV. A REV. DATE /4 of 2/ p~es ~ /1' ~ ( I , --' I \.n 02?Q9 u-I~ I '~d I=! <C UJ . r - "1 - l -':"24"(6 STEEL PIPEj- ~ ~ 24"(6 STEEL PIPE ~ 1 -I 1- - - 'I --{l- _.'- L_ .J _ J .....- L'__ o <C o ~ UJ u >1 ~ UJ (/) ~!~ " ", 'of , '. , '. .. 1 '. y .I.. 1 . .... ",'.' :'1. .. ,'j , - ':. It I.. ,,".' . . r ~I' .i4nt 13' -0" 7' -11" 13' -9" ....... 107' -8" 13'-9" ..... .... ... 12'-1 13/16" . .' . - . . :. k , -J...', ,.~.. . 8':"'4" ..... ..... .... 21' -83/8" 24' -9 1/2" 35' -1 " :... .. .... 18' -6" . 12'-11 1/2" ....... " ..... .... 17'-5 3/8" . .:, =- ' .... ./' .... .... 6' -0" r::.... 0::: .~ ~ r..... ... .,/~ H l(~~j~ ]5 3~' -0" ~ 36tJ9) - 3/4" WALL .... .... , 13'-9" 13' -9" 13' -9" . '... 13' -9" 13' -9" ..... .... ... ..... .... ..... ..... .... .... ~i A'.I ( A ~-.. ~ ~ ,-. ..",-'''' \.. .. /' /,;.. ., .. .) uF' 11,.. .-. lor llTI~ I ! i I I ~;t ~ i NEW S=TATlON~ " 36"9) STEEL PIPE ../:J: " j' ....f:. -f I' J. ., l"t' L:, ~ t.. ~ . ." - ~, "' .- ... ....... -. .. 15'-0" ... .... 23' -0" 36"9) - 5/8" WALL .... .... .... .... 104' -9 13/16" 36"9) - 5/8" WALL .36"9) STEEL . , ... ASTM 572 GRADE 50 14" 9) KNIFE GATE VALVE w/BUND FLANGE ~ SLOUGH BRIDGE CROSSING D'ET AIL rt'\ SCALE: 1/8"=1'-0" ~ BOTTOM OF PIPE EL 484.00 L4 STIFF @ 13'-9>> (6)5"'9) PIPES '36"9) 'FORCED MAIN STEEL-ASTM A 572 GRADE-50 BOTTOM OF PIPE EL VARIES ;: o a2 1" -3000# THRD. CPLG. w/THRD. NIPPLE & 1"9} AIR RELEIF VALVE . 3S"x24" CON. RED. ; 1 01 <C o 0:: W U ,~ l: :' ! I j r . BOTTOM OF PIPE EL 483.00 485.00 . .............. .-:r:..; : . ~: : : : : : > : : : : : : : : : : : ~: : : : : : . . . : : : . . : : : : : : : : : : : : < : : : : : : : : : : : : : . : : . : . :,' : : : : : > : : : : : : : : : : : : : : : . : : : : : : : : : :~ : :_: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . : : : : : : : : : : : : : : : : : : : . . . . . . ~ . . . . . . -+." .:.... .';' . '.~' . . "I . . . . ~ . . . . . . ~. . . '. ..~.... : ~; . ......:..:: : . .' . . '.' ..:.-..... . '. ....:- . .' . . . . ....:-... J~ . .' . ~ '1: . . ..:....:... . . . . . . . . . . . . . . . . ~. . .. . ~. .' . . t. . .. ~ . . . .' . '.' . ~ ,.. .. __ . . -1: .. CO . _ ...~.., \' . '.' . . 485.0Q . . . , . , . , , , , . , , . , . . . , . . . . , . . . . . . . , . . . . . . . . . . . , . , , . , . . , . . . . . . . . , . . . . . . , . , . . , . . . , , . '. \'.. , ,:r--- : : :t J ~ .,. ~ . . . . , . , . . , , , . ~. . . . . ". . , . , . . '-' , . , . . . . ..... . .. .............,. " . , , . . . . . . . . . , . . , . . . . . . . . " .,., '; L' . . f ". . \\. ., . ~\'\ . 1 . , . . . . . . ., . . , , . . . , . .' , .. . , , . . . . , , . . . . . , . . , . .. . .. . , . , . , , . . . . . . , . . . . , . , , . . . . . . . . . . . . . , . . , . , , . , , . , . , , . '. ~: t....::.. . . . . , . . . . . . . . . . . . . . . , . . ',' . . , . . , . . . . . . , . . . . . . . , , . . . , . . , , . . . , , , , , . , . . '500 . YEAR' FLOOD EL' 482'00. ,. .,.,.,... .... , , , , . . . . . , . . .J. . . . , -.:.,.':: ~ .. , . r . . , , . .. . , . . . , . . . , , . . , . . . ,. . . . . , , , . , . . , . , . , . . , . . . . . . . . , , . . , . , , . . . . , , . , . . . . , . . , . , , . . , , . ,. . . , , , , , , . . , , . . , .4 " . , , . . . . , , , , ' . z '; . . , . . . . . , , . . . . . . . , . . , . , . , , . . , . , . . , . , . . . . , . , . , . . . , . . . . . . . , . . . . , , , , . , . , , , , . . . . . . . , . . , . , . . , , , . , , . , , . ". .....,.,.... , . ,. , . . . . . , . . ~. . . . . . . . . . .'. - . . . . , , . , . . . ~ - .', , , , . . , , , '1DO YF.A:R' FlOOD FI' 480,.'00 ~ . . . . . . , . . , . . - ,.......",.."""..".,..,'.. ". .~ . .... .. .'..,.. . . .\ ..,. .. _ . I. _, _. .~ . _ _ . 180.00 490.00 ,,--. ,,-+. 8' ~O" .... .... 8' -0" .... .... 107' _8" ..... CROSSING SECTION ~;~:~~~~, -0" @ B ISSUED FOR PERMIT A FOR CONCEPTUAL REVIEW ONLY 19MAY09 owe 28APR09 owe NO. REVISION' DATE BY 3RES .. ' =ARSITHORNTON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 CAD DWG - DO NOT EDIT MANUALLY TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 08708-IP-S12-P1 INTERNATIONAL PAPER SPRINGFIELD, OREGON PIPE BRIDGE PLAN & ELEVATION SCALE: 1/8" =."-0" DATE DWG. NO. DRAWN BY: OWC 12MAR09 CHECKED: D 022091P APPROVED:SHEET#S028 CUENf INTERNATIONAL PAPER O\4S~ MILL WATER SUPPLY ~/a:Nr1Cf 801 42ND ST,SPRINGFIELD. OREGON, 97478 REV. S REV. DATE 28APR09 /15 of 2./ ptJOfS 'A q l ~ '" , ji s: ~ ...... '" I N .. o , N , I - 6' -6" .... .... 3'-3" ~ 2' -0" l' -0" ..... ... ..... .... s: ~ ...... l' -5" ..... ..... 81/2" co --- .... ., . i I .... 01 :~ - , :\.:,) .. r :. · I -~~, ~. .- . PIPE SUPPORT DETAIL f"1\ SCALE: 1/2"=1'-0" ~ ~::="'~""""'''''.?''''''''''''''''''''''''''''''''............................... ~ : ~ .... ....-...~ :: -...~ ........:......................1.. .~ wi . " ..j'........... 0.., I .... a: ...... ~I I .1 I ~I I ~I I I #4 CLOSED TIES @ 10" ~: V w/(2) ADDL. @ TOP ~I ........ .tt:'~ / ( 4)#5 VERT. w /STD. HOOK -r~ " ~ . . @ BOTTOM 4 1.' ,10-. . A. J #5 @ 10" E.W. TYP. T&B !\ '<1. r ~" ,.'_1_1, ".~~; ;~ -r'. ': . ~.~~ 'T" . ~ ' '. IJ <I: -Ii. .'t'~ Li:~.. c'. '. :r '.<1 A . , .' A .., A' .' . . .... 4 . . _ . 4..' .'. . , 4!'1 0'" ,', t ,', "" ", ,.' . ... ," ". ." '- T .~.' ^ PIPE SUPPORT SECTION fA'\ SCALE: 1/2"= l' -0" \:!!!.) _ _ .....-... ;~';~/'Ji.'t.. f"':".- - BEND 5" if) PIPES OVER STIFF. PLATES 3/8" STIFF. TYP. (4) LOC. - --,:;;, ..~_:. _ -.l nT ---...---. ~ - - - '.- ---- '"- 11"",1\.. ~ _ __-__ _ -,-.. ,_ ~ -- -' -' - - - - - _:.... -7....:. - - - - - - - - -...; <<> > 1/4) ~ ,1A <r ~ ,/, .~ .. , I ~ 36"if) STEEL...pIPE ASTM A 572. ~ . GRADE 50 .-{-It- ~~1/2" STIFF. PLATE -4 .j- ~j- ---------~~--~~--------~ o -i+-~ o -l.lfr 3: 'WI ~ 1/4 \ ..-7 1/4/ II I, 9 " ~ I, tt') " ~ II i I, '~ v ~W A-A A . .......... l' 1 C>I. " ;r . b~ ~ ' " I . .. ----- ...... ~ '.' ..........= -~ . , .q..~., f .......... A 2 3/4" 4' -6" 2' -3" .... s: o , ;..... I I I I I I . . . . . . .. . . . , . . .1. . .. . '1' . . . . .1. . . . . . . ~ . . . . . . . . . . . . . . . , I 1 I I I ,-,1 I- I I I 1 I I . . . . . . . . . . . . . . .1. . . . . . . . . . . .(. . . . . , . . . . . . . . . . . . . .. · . I I , , I I t I I I ~~ ~ , = to I i-r> ,~ A .~ PIPE ANCHOR DETAIL f2'\ SCALE: 1/2"=1'-0" ~ . #5 w /STD. HOOK EA. END @ 12" #5 HORIZ. @12" TYP. EA. FACE d ....,. .. . :: o 1 i-r> :' , 'I I I.!. :: o I (0 ~ , "I = o , N , r f _6" - - - - SHEAR. KE" PIPE ANCHOR SECTION YB\ SCALE: 1/2"=1'-0" \.028) :: ~ ~ .... 1'-0" .... 5 1/2" . II L{) " ~~ ~t/4V ,~, -r' '----- (4)7/8"(6 A325-N :: o I ~ , T PL 2'-xf-o'- SQ. BASE PLATE W10x30 (6) 5"<6 PIPES .... ---:1 ~.~ -Hi ~ r~ )- . I -~ l~ - 'WI ~ ! I ~ 4&* I ~* 3, ~~ V I 'WI ,....... ~ a: .......... tt') L{) x C'.I 3: W12x65 (10)3/4"<6 A325-N 3 TYP. NS & FS , r I" STIFF. PL / TYP. NS & FS /' ,....... l..tJ ...J a: .......... ~ 1/4V tt') L{) x C'.I 3: ~ V1 ~ 1'-9" .... .... .... 3' ~6fJ ..... CROSSING SECTION SECTION (E\ SCALE: 3/4"=1'-0" \:!!!.) ~ ." 000'0:00 , " . . #5 CIRCULAR BAR ~/ TYP. EA. FACE ./ ___ ,WRAP PIPE w/A MIN. OF 1/8" , ~~ CARBON & GRAPHITE FELT. ~~ r (4)ADDL. #5x3'-9" LONG ~ 'J DIAG. BARS TYP.EA. FACE - - - HOOK END OF BARS TO CLR. PIPE ~ , . ~ ..-. -. j,.>i<. . , . -.--.----- .T'---,---'--'- PIPE ANCHOR SECTION /C\ SCALE: 1/2"=1'-0" ~ 20. , 1/2"(6 U-BOLT TYP. w/BEVELED WASHERS (6) 5"~ PIPES L4x4x1/4 (BENT TO RADIUS) CROSSING SECTION SECTION m SCALE: 3/4"=1' -0" \:!!!.) I: ~ tt')= ~ L{) U') I ~ co .. ..... 5' -4 1/2" 3'-1 1/2" 1'-5 1/4" .... .1 ':""0" t J( .... .... --I . I /' L.l:1 -:~ <::1 .' -:. . . . '.' .. ....7;. . . . . . . . . . . . . . . . . . . . . . . . .:;. . . . . . . . . . . . . . . . . . . :/ I --- -f-~ ~- J -I l I -r I 'b. b 10 ~ ..I -..,...1' =,..1 t A ~ - ~C'.Io- bl~' '- 029' , ., . N d ;: Z ~~ . ,I .1 s: o I N . I b t ~ !- :: , to ,l I i - . r-- -;::a..= A. = j i o ..I,;: ~, 0 I N s: U') I I, ...... 'r 1 -' I: ;J - ~ -. = " to . I .. i-r> ~ I 10 A j ~ ............. ........... .........~.:.:i..:.~ ............ ~ -. ~~ j ~ 029 " Ll s: o I b'i N I ~, 'r l , A ~ ~ ~ ~ 1 .11~'1 ~ J ~.'^ '.~ i~::.. '~~~ . .-:L II -III 11f-J~,--, f.~ : =- , .J .'" : ~~#5CLOSED TIES . \.. ,,- .,.. @ 6" o.c. w/2 ADDL. @ TOP . ,\. ~ (6)#8 VERTS. w/STD. HOOK .,! ~ ........... ~\ \.. EQ. SPACED ," A. A" <1J. .......J'!. ~ oIIl . (7)#5 3-WA YS TYP. T &8 2' _0" .... ..... PILE. CAP SUPPORT DETAIL (3\ SCALE: 1/2"=1'-0" ~ <). .. ~ a: ~ L() x N ~ ~ a: . , <1 " II . . . .<1 . l. . .~ A .... .. n . I :...-, , , 1 A . t. " 1\" '. .' '~. I' , I I .<1. . '.4A' A .' . <f .:,A.'. .'. ~ '.or;; _ ;.', '.' . \. L - ... _:. <1, \:~ . . 41 ." - -- ..... . '. . \ · '. _!" ." '. .\ U. ..,.' <1A i.~ A -:-. . :.:1' "1 \ . ... 4 .", ;- . . .~. '-- 1/2"x1" GROUT RING : it ". i . .- - "''\.: ~..'. . #5 VERTS.@12" 4 . TYP. EA. FACE , :.~." j,.' <! . #5 w/STD.HOOK EA. r" 9""",.1 · ~'~ ~;):5@H~~IZ. EQ. SPACED #5 STIRRUPS @ 12" : .... 1"')1"") L{)L{) x x NC'J i~ -f- 4 ~ PILE CAP SECTION SCALE: 1/2"=1' -0" fiY\ ~ , ~~~- TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 08708-IP-S12-P1 CAD DWG - DO NOT EDIT MANUALLY A ISSUED FORPERMIT 19MAY09 owe NO. DATE BY REVISION 3 ~ES - =A ~SIT -to, ~NTON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678..5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON PIPE BRIDGE DETAILS SCALE: 3/4" = 1'-0" DATE DWG~ NO. DRAWN BY: owe 12MAR09 CHECKED: 0 022091P APPROVED: lSHEET#S029 CUENT INTERNATIONAL PAPER O\1SQ\J MILL WATER SUPPLY I ~/a:NrK:r 801 42ND ST, SPRINGF'ELQ~ OREGON. 97478 REV. A REV. DATE liP of 2/ paoe5 I.J JJ - - J! I - I I 'T: -. TT:~;"'~~'~ ~ . 'i 01 I1r I I I I .'l ~ .1 . ( t. --- . ----------------------------------------,- · ~ -----------~ 1 :. -J.:;.- Ji",;"tt . .'. '. ... .'. . i'. A'. ,\...~..,:_ e.: :' ...4 '. . .t.:" ~"':':...'" _:..~ ...:.... '. \ .~.~: ".:: ," .:;. .~ :. "'4 . ...... ".,4. .-. ...... A " . . ...... ........ " J" . .... .r ~ . ~~. : ....: .. r : "'!:. .~: A:. ..... '.' .' ~ ..J . . . -: ....:. ~. e .... Ii' 4' . .... ..'~. ." A... '.' .'~. ..'...... '.' .. " . . : .... a" --- ;r I m ~ , ;r " t') ~ ...... I N .l~ \ , 001- J. 11 c. .,; .. - , .;. 1-.- " , :-1 . ..' <II ~ I r-... .. .6. ", A ~. : . 1 ,'~ - A "h I N " "kt A. - , ~ .- ..' ...~ .. . ..' <II .. .A .. ., .' .. . . . .- ~ f ... '1:' .. . . ~ . .. .' 15' -4" ..... 4" ...1=- 7' -0" 7' -4" REMOVABLE ...- ;) -.. u f?~ -vqJ I - -Pf ~- ~ _t -~- I / I PULL BOX PLAN DETAIL (1") SCALE: 1/2"=1'-0" ~ ~ I I J I I I I I I e, j I I I I I I I "~ =? J ' .... I . . '~IJ I pl I I \~ 1/4" PLA TE FLASHING 42"f/J SLEEVE ~ I 1 '.~:...~;~:__~i 111_ A. . .. .. ~ ' . . ;. . 'A . ~ . \ .:;... , _SF '. : _____ .1-.. ~ .:. ____~----_-...: , ~ - ---.-:~-- - 36"f/J STEEL . 36"{6 HOPE J ASTM A 572 GRADE 50 ASTM 03350 SOR 32.5 7' - 7" NO SUPPORT ... PULL BOX SECTION SECTION. ~ SCALE: 1/2"=1'-0" \::3!:) ". ..... REMOVABLE CONC. COVER I ;~~~:: ~~ \'~ A. ---- .... \ n \\ \\ \\ \ _-_-_-_. -_- . I ,.A. . \ . \\ \\ '\\ \\ \ ,.,......-,.,... --,.,... --,.,... --,.,... -- ...l- -:- . :: , , ~-~-~-__-_ - :-.:.l \ \\ \ \ \ \ \\ \ /' 'l ~ ...-? ~ ...-,.,... ...- ~. . : \ , \\. \\ , \ /// /~ /p' /p' ~ //' . . : \ , ~ ~ , " ... / ~ . " ,~,~ '~'~', /'/# ~ ~ # / '. ~'~~~~"" ,./ '/ ~ ..//. '/'/' " ,........."........."........., ~..-c..~~:,.....-'..,.:..-""""r-:,.....-'./" ./" , " ~-~~,.,... ,.,... -;:; ,.,... ./ ........ ........ ........ ........ .~ :-<' ...- ...- ...- ---------~~~ :ELD ROUTE CONDUIT ~ 'j . . 4 .. -- . . - '. . '. A ... . -" . ~., :. :'.' '.:~!: ~:~":>.' ....~.. .~:.:~ ~........~\...:.~. ...,,:~~:.~...~~:...~ .~f-~ ~ 4~""'" .~:~ ~.~ 4 4.:.~ ~'. ..:....,..:..:..~. ~ >. ..~..~~ .~~ ~:~ .:......: ~. . .....~~ ........~ ~. :;~:: PULL BOX SECTION SECTIO'N fB'\ SCALE: 1/2"= 1 ' -.;0" ~ 1yJ i. Qo~ I ~- (0 ':q- ~ , T A ......... <0 I or- <:> I N ~ ......... A i. r---------~----------, .. .. .... -~. I. I .' .....i,:.6...:k .~ "'~'.':.: I . :=:4..0' :. O' :0. '0':' ':0: '0' 4. ..!-.'. I I ~ .' . . II . I . A" '. ...A...., I I · . . . " . 4.1" . . : .. . :. :;::.A. ........ .' . : .' . . i'< > I I __-- i /r' ~\ ! -t f ,- I - , I : \L~/ I I \~ f ./ I I .........-,-........ I L___________________~~ , f ,I "I V ~WA~A CAD DWG - DO NOT EDIT MANUALLY TIME: HH:MMAM PLOT DATE: xx/xx/xx CAD NO: 08708-IP-S12-P1 A ISSUED FOR PERMIT 19MAY09 owe NO. REVISION DATE BY BRESHEARSITHORNTO" ENGINEERING CONSULTANTS, ltd. 21268 Hwy 99E, P.O.' 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON PIPE BRIDGE DETAILS SCAlE: 1/2" = 1'-0" DATE DWG. NO. DRAWN BY: OWC t2MAR09 CHECKED: .0 022091P APPROVED: SHEt..t # S030 CUENT INTERNATIONAL PAPER Il'ASrn MILL WATER SUPPLY ,~/<XNrICf 801 42ND ST,SPR1NGFIELD, OREGON, 97478 REV. A REV. DATE 17 of 2/ pa1es b I .. ~ b b I I (0 ~ ~ T""" b I (0 tor) b I .. T- ~ I or- ~ b I b N 00" I<=? (02 b I N e DRAWING NO. l' -0" 3' -4" M.D. '.~ 21 ' -4" 19' _4" ~ 33'-4" ~ 16' -0" 1 ' -0" 12' -0" . (i2B\ lYP EMBED_ L ----\.::J 8 PLACES J f(///////////////////////////////////////////~ ~. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ .~ ~ % ~ ~ ~ ~ ~- ~/~ ~ 16' _0" ~ 3' ~4" M.O. 1 ' _0" 2' -0" . I 1 0' -0" (0 b I (0 N I .. 0r- =: 00 (#6 @ 12" MAX OC . . EA WAY TOP & BOT '. ' ; \V' IllElllSlIl ..:::.> ~ ,.. "-~/4" (-) GRAVEL .. 0::: .. -.I C\10 .. 0::: .. -.I tt>0 t'f38\RAFT FOUNDATION REINFORCING ~ SCALE: 1/2" = l' - 0" o ..' or- .~ (00- , ..I ~ b b C\1 I I (0 10 b or- N b I <0 N I .. or- 00 o , e .. 'C""'" l' -0" FOUNDATION PLAN - MCCBLDG, TRANSFORMER & GENERATOR SLABS SCALE: 1/4" = l' - 0" REFERENCE REF DRAWING. NO. NO. REFERENCE I I REF I REV NO. NO. BY DATE TI /15 @ 48" MAX OC : I : IN HORtZ BOND BEAMS ; == ] SEE BLDG ELEVATIONS ~ =.___ #5 @ 24" MAX OC VERTICALLY ,... SEE BLDG ELEVATIONS ~-=. ; - ~ 'f ,,1 , . . j~ .; 8" SOUD GROUTED CMU WALL ~-:;m:-; , , -SEE DET "118" / J \V .. 0:: .. . -.I C\10 ..:::.> .. 0:: .. . -.I t">0 fl28\ EMBED FOR CANOPY COLUMNS ~' SCALE: 1" = l' - 0" REVISIONS ......,'{ l I I C I B A REV NO. - s.-y-' ~ '. II I 1:111 S III rr~ ,. "-3/4" (-) GRAVEL CMU WALL CONN TO FOUNDA TrON SCALE : 1/2" = l' - 0" PL 3/4 X 12 X 12 WITH 2" DIA VENT HOLE AT CENTER OF PLATE . \ 'IiIl!lIII" 10 \ " ~:~:J __ C.L (2)3/4" DIA X 8" ---- NELSON WELD STUDS Al 8" GAGE EA WAY 8" (4 STUDS PER PLATE) PETE 12/5/08 ISSUED FOR BIDDING PURPOSES ONLY PETE 8/8/08 ADDED DOUBLE DOOR PETE ,.,~/?/~~_.I?SUEq FOR INFORMA TIONONL Y . BY DATE REVISIONS RENEWS 12-31-08 it 0::: W > :: o I ~ 'C""'" it 02 w > r ! i I I i I I I I ! j ! I i I I CCP JOB NO. I 08-128 VERIFY ~. 4 (.--"" ~ -: --'/ 25' -0" VERIFY VERIFY ;-.-- : - ~ ~__I.-/ C.L AIR RECIEVERS (fT9\.J1~ .... AIR R. ECEI,VER .,.FOU..NDATION PLAN ~ SCALE. :1/4" = l' - 0" C. C. Peterson Engineering ,,,.. .~" .,,'''''~, .,." .' ""'" ., ." ,," ,," ,'" ." d " ... "" , . Consulting Engineers 2644 N.E. 26th Ave Portlan~ Oregon. 97212 Phone (503) 287-5532 Fax (503)282-7226 Weyerlaeuser I FORBIDDING I PURPOSES ONLY DECEMBER 05, 2008 W\::;J~JI~ . Containerboard Kanufactl,u,iug, ~i'J.iugfield, Oregon RIVER 'vi A TER INTAKE PROJECT MCC BLDG & EQUIPMENT FOUNDATIONS FOUNDATION PLAN AND DETAILS lo, ." I DRAWN BY: PETE ~ ! CHECKED BY: l- IAPPROVED BY: l- I SCALE: AS NOTED ... ,. .. .".. " "". . ,,' ~, ." OB-XX-OB ~'FILE: . KGS-262~:[)~:B ; DRAWING NO.' DATE SHEET REV OF I g of 21 pOfjes '0 I ;(0 to i' b b 00 I I I (0 ;,.. ~ b b I I b ~ N b I b I ;,.. b I ~ b I ;,.. b I ;,.. 21 t -4" 1 t -0" 19' -4" 6' -5" 6' _6" ~.~ GUTTER ro I ;,. . [J---- I K.B. I . I~ I.' W8X24 B-24 U1 ....- >or- X 00 () W8X18 B-23 .q-t!) N", xI ~m TRANSFORMER CANOPY I - , W8X18 B-22 ro I ;,.. I :~~ I LJ (f52\t447\ ~.~ - , I , ~ o I ........ .......... .."""". ... or- C4X5.4 C4X5.4 C-' Z Ci -1 5 m () () ~ N""- x~ 001 3:m or- "'....- x~ 001 3:m (148\ 'S' ,4 C4X5.4 , " "...... ''''''''1 ----" ~~. (f5i\' (f46\ 'S'~ 4' _8" 4' _0" 4' _0" 21 '_4" c:0 - , 6' -5" -~ t.q . - ~ - ...:: (J-, ......... K. B. I r ail I ~l I 1 ' _0" ~ I J ~ ~ 6---- K.B. ~ ----~ K.B. I .1 tl:!, ~ I r I I I ....- X 00 () -..t'LO "'", Xl oom 3: ~ W8X18 B-21 I ~I ~l I . ~(l- W8~(24 . B- -34 ......... I I I I C8X 11.5 00....- ""-1"') XI oom 3: >- a.. o z <( () a::: o ~ a::: w z w C-' C8X11.5 i. . C4X5.4 C4X5.4 C4X5.4 GUTTER 4' _0" 4' -8" OON ""-1"') XI ~m -..tl"') a::: ~ I"') , I wI:: 00 I I I::> 3:m C-' , :: e K.B. 0---- I ~I ~I K.B. I ----0 r r r I W8:~24 B- -34 ~ ,~~ l' -0" 5' _0" 5' _0" l' -a" 12' -0" ROOF FRAMING ::> _AN SCALE: 1/4" = l' - 0" 2, 1 /2" ,. 1 ' -0 . C.L. 3/4" D1A A325 BOLTS- PL 3/8 X 4 X 0'-5 1/2"~ I METAL ROOFING SEE SPECS :LJ \ I LI \...r-L1 L' ~1-J \ I~ l___ RAKE TRIM --II I . p-- ? W8 n J'L" W8 ~ RAKE CHANNEL N ::::-- W8 N @ W8 TO W8 CONNECTION ~ SCALE: 3/4" = l' - 0" '., DRAWING NO. r I REFERENCE REF DRAWING NO. NO. 2 1/2" - -~ J 1 '-0" C.L. 3/4" DIA A325 BOLTS - PL 3/8 X 4 X 0'-51/2" - -----.,-, ~ ~ I-~-- ~-!- ~ ' . :: ~ - C\I tf42\, C8TO W8CONNECTION \09' SCALE: 3/4" =1', ~ O~' REFERENCE I I I ~". 0....' .." ", REF I REV BY DATE NO. I NO. 1'-1 _j METAL ROOFING SEE SPECS GLJ III:.R RAKE CHANNEL REVISIONS b I r- b I Co b b b I J t Co Co b ....- C\I b I Co b I .. ....- 1 ' _0" "0 ....- I b ....- ) . I REMOVABLE SHEET--.X' . . . ,I METAL INFILL I REMOVABLE ,/ I TRANSOM. I 3--0 I 7-0 DOOR 21' _4" -r "0 I ;,.. ....- o . lq b~ ~ ~ o 1 ':...-(" o ~ ......... ....- X co 'X co Cf) I- rr I~ BUILDING ELEVATION SCALE : 1/4" = l' .;.. 0" 21 '-4" . 19' _4" . C=I~~ [MFJAL ROOFING SEE SPECS Wl1~ I -- .~ ~~<-:, ~ ~'5t ~~7 ~-;, TY~1!4V Y I~ ....- X co X ~ 1 ..I~ TY~1/4V ~ l-r - ~I ......... X co X co Cf) I- 3' -0" lYP n n I~ ~ f138\. .. ,.BU.IL. DI.N. ..G ELE\(A TION ~ SCALE: 1/4" = l' - 0" . 4 1/2" . ."" --- J " I C.L. . (2) 3/tt" DIAA325 BOETS ,AT 3 1/2" GAGE (4 BOLTS PER CONN) ~ I -~-=~ ---..vw =-. PL 1/2 X 6 1/2 X 1'_0" . W.P. . TS6 X 6.X 1/4 COLUMN ~, TYPICAL W8T,Q TS6X6 COL CONN ~ SCALE: 3/4" = l' - 0" D C B A REV NO. PETE 12/5/08 ISSUED FOR BIDDING PURPOSES ONLY PETE 8/11/08 ISSUED FOR INFORMATION ONLY PETE 8/7/08 ISSUED FOR INFORMA TlONONL Y PETE t3./f?/08, IS?,~,~!?.,.,~9,~..t.NFORMA TlON ONLY BY DATE REVISIONS 1 ' -0" ;,.. ....-:- ro I ;r b I b N I b 10' -0" l' _On 1 ' _0" b ....- TYP N I b I N .. ..- , ....- N I .q- ......... ~ ..- TYr?-1/4V ~ .\'. .j ,Cf) I- rJ ' ~ 1 ~ -0" 14' _On 1 ' -(" .~ METAL ROOFING~ W.P. TOP O~' I SEE SPECS STEEL , --1 -~-'':' I I. ~ ,---~- --=-.J..- _W8Z?_4=S-=~- -,- L...Jb.t= ~ - . I \~ I ~ ~ 1~ #R~ 1 ~~~ I ~!4V (TYP I. 3' _0" lYP 'I ~ ......... .q-. ......... ~ X CO X' CO Cf) I- ~ J I ..- X ~. . co, f!2 . /1!4V n n (TYp rr ~ I I C -,'~ ~I ......... 3' -0" TYP ....- X CO X CO Cf) I- 'n u' I~ ~ 20' _0" 18' _0" 1 ' _0" [META. L ROOFING SEE SPECS W8X.16 I - - i.=J ~~. I ~:~ ~~ 'Sf TYP)1/4V VI ~ ~ X CO X TY~ 1!4V \1 ~ 'n II ~ BUILDING ELEVATION SCALE: 1/4" = 1~ - 0" 20' -0" REMOVABLE SHI:.t.1 METAL INFILL REMOVABLE TRANSOM REMOVABLE- JAMB I I, ~ o ~~L~~~~~.: 1~~~!ATION 7 5/8" ~ ......... ~ r L4 X 3 X 5/16 X 0'-10 1/2" . \ , NEAR SIDE AND FAR. SIDE ~ ' . . SHIP ANGLES LOOSE AND AlTACH ~ ~ . . .IN FIELD WITH 1/4" FILLET WELDS ~ ~ ALL AROUND , ~ ~ ~ ~ ~ bb_ . ,,::. - - _. =I " .!..~- r '-- ~ . r ~' ~Llc,=-L f~ r i r 3T-r1 ~FOR CONNECTION ~ -~ I DETAIL SEE "143" ; , ~ ~ I I I... TS6 X 6 X 1/4 COL ~ ~ I I , I ~ 'I 00 I C.L. (2) 3/4" DIA A307 ALL THRD I AT 5 1/2 GAGE (FOUR BOLTS PER CONN), EMBED 5" AND SECURE WITH "HILlT J HIT HY -150 ADHESIVE (OR AN APPROVED EQUAL) BOLTS MAY NEED TO BE INSTALLED PRIOR TO STEEL ERECTION DUE TO DRILLING ACCESS @ ~\1C'1'l1c\> ~ --1 <$ :::...,,~'t'U PROFrs~ -t ~~GIN~ ~ ~ . ~ Q;? . #9623 ~ RENEWS 12-31"';'08 I CCP JOB NO. 08-128 W8 CONNECTION TO CMU WALL SCALE: 3/4" = l' - 0" I - --=u I I I I I I I I b I ;,.. 3-0 3-0. 7-0 o. 0 7-0 DOOR DOOR I -L T: "0. lq b~ I~ FOR BIDDING I PURPOSES ONLY DECEMBER 05; 2008 I ~ .NOTES..; 1. ALL WELDS ARE 1/4" FILLET WELDS ALL AROUND UNLESS. OTHERWISE NOTED ON THE DRAWINGS 2. FOR SPECIFICATIONS SEE DRAWING NO. KGS-265-D , i Weyer~laeuser c. C. Peterson Engineering _~"., " ...' "," "... .. ,,,,.., "~ ,~ " ,I".., . .. . ".,.. ."., "., .. . Consulting Engineers 2644 N.E. 26th Ave Portlan4 Oregon 97212 Phone (503) 287-5532 Fax (503)282-7226 Wl;;J".,\11aeaJSer Containerboard Manufacturing, Springfield,. Oregon \b'RAWN'BY:PETt 1 CHECKED BY: I APPROVED BY: ! SCALE: AS NOTED '68~06.~08' DATE RIVER 'vi ATER INTAKE PROJECT MCC BLDG ~ EQUIPMENT FOUNDATIONS FRAMING PLAN" SECTIONS ~ DETAILS .. .'. '..',. '." .' ...,.. ..",.,,,... ." FILE: KGS-263-D-D DRAWING NO. SHEET OF REV 11 of 2/ pagGS !-x :x x. x -x- x x x x---; .; J w-u. Ll U U w-u ~1..r;-' .I l..,; .I , , , J I '... I I , ~ I I .I I - .I ~ .I __ _Ii.. 7 ; '. , , .I .I .I ,I .I '-- -- ~-- -I' I .I ~. ~ , 1 ~..-i /.. ,I , .I , .I ~ .I 7,=-"-; ~. , ~' .I 1" '" .......... '" ~ " ...r ..q- {SINGLE PLY ROOF .. . SEE SPECIFICATIONS ,_ x .x x_x x~ _x_x- w-u \.F\..J Ll ~ ~COMPOSITE METAL ROOF DECK (SEE SPECIFICAtTONS) DECKING MUST BE LAID OUT AND INSTALLED SUCH THAT A LOW FLUTE LANDS ON THE F.B. EMBED ON BOTH THE HIGH AND LOW SIDES OF THE BLDG 3/8 X 4 1/2 F.B. WITH. 1/2 X 5 NELSON WELD STUDS AT 24" MAXO.C. -8" SOUD GROUTEDCMU WALL SEE SPECIFICATIONS FOR REBAR LOCATION AND SPACING 1" NOTE: SEE SECTION "146n FOR ALL MATERIAL CAll OUTS #5 CONT ~ ~ "~--1 x~Ll x - 'f 1 .I j 18 GAUGE ~ EDGE FORM · = 7 ,I .I .I I I, .I ~ I _ _.L ; ') .I I .I .I .I I 4- _~ 3 -7 .I ~" ;~"-l I ' ,I ,I .I -LLi LOW WALL ,ff47!\.H2o..46.'3'0 " DECK TO WALL CONN ~ SCALE: 3/4" = l' - 0" tf46\246'03'. DECK TO WALL CONN ~ SCALE: 3/4" = l' - 0" 1" SINGLE PLY ROOF SEE SPECIFICATIONS :: N .......... N " ~ .q- .,... ..q- #5 CONT 18 GAUGE EDGE FORM ;r FLASHING C.L (2) 5/8" DIA M07 ALL THRD j AT 6" GAGE (lWO BOLTS PER CONN~ EMBED 5" AND SECURE WITH nHIUT HIT HY -150 ADHESIVE (OR AN APPROVED EQUAL) HIGH WALL 1" _~ r--\ , .e?'" \1 \.r-\I \ r--\ I ... :;- -x -x x- x -x x W8X21 x x----x-- . \~... . ~ 2" -' I ~, - / / .I ~ .I __._L .,-'-- .I .I / .I / .I ;I t.;tJ j ,(..-, - .I -,. ;I ;I / ;I - ;I j , -'_ _t. --. -; / ;I .I .I .I .I ~ .I ~ =u.-; / ..1 --t.-...f ;I ~ -----:- 8" SOUD GROUTED CMU WALL SEE SPECIFICATIONS FOR REBAR lOCATION AND SPACING NOTE: SEE SECTION n151 n FOR ALL MATERIAL CALL OUTS I- ::J~ 00 0::::-1 0-1 :: <( LOW WALL ~. ~c~:~3;;~1~0~L CONN - HIGH WALL @.12'.....6~3...;~ BEAM TO WALL CONN ~ SCALE: 3/4" = l' - 0" DRAWING NO. f,q.., L ... ~~ j DRAWING NO. REFERENCE REF REV NO. NO. BY DATE REFERENCE , .(. COMPOSITE METAL 1 1/2" ROOF DECK - - , . SEE SPECIFICATIONS ;~,x x fX' X -x. x- x .x xl- -x -f -.. ~.--~------.-~----+. -, /. r . ~l ~- ii\ ~~ C4X5.4 ! ~ I ~ ~\:F.B. 1/2 X 5 X 0'_9"L...~W8 ROOF BEAM -; ~ FOR EMBED -3/8 X 4 F.B. CO. N. N PLATE ~ ~ SEE DET "146" FIELD ATTACH C4 TO 3/8 F.B. WITH ~= =~ 1/4" FILLET WELD TO TOP & BOT FLG I ; ~ ~... 8" SOLID GROUTED CMU WALL ~~ _~ SEE SPECIFICATIONS FOR REBAR -; -- -; LOCATION . AND SPACING / ; I ; ~ ; ~ 1l-~' , ; ; .I _C-y SINGLE PLY ROOF SEE SPECIFICATIONS (f4"8\EN) W.ALL LA TERALSTRUTS , ~ SCALE: 3/4" = l' - 0" '( , #5 CONT~. . 18 GAUGE ~\ COMPOSITE METAL ROOF DECK ~D:E FORM~. _;;: . x-t-x S~ SPxECIFI~ATI~~S x x_I- ~ g I@ ~ \' \ I \ r-\ I \ I \, 1 I ,-~...c:::l...?- 0-1 _ ": . ~<( 2"~:... .. t). .W8X21 ~:=f/1/4V. . . ~. ~PL 3/4 X 5 X 0'-11" MILL TOP SURFACE ~'=_:~ AT 1.90 DEGREES (0.40" TO 12") / ....~ ~: ,...... '(2) 5/8" DIA X 1'-4" A307 BOLTS ~-=-'_~ AT 8" GAGE ~ ;' ; I / I ;I .I A!~,_~ "j-- ;- .I I .I .I ~ / -,_._t. -- ; ~ / , ;-1. _ ~EGON~ ~"A (o.'b ~ ~~ 7i1J. 14. \~ ,p ~4'CF' V~\~ (,; C. REVISIONS B A REV NO. PETE 12/5/08 ISSUED FOR BIDDING PURPOSES ONLY PETE .~!~,~..l9,~...~??~~I?....~2~, INFORM,i\ TlON <?Nl Y BY DATE REVISIONS RENEWS 12-31-08 I CCP JOB NO. 08-128 ~ " ~ .q- ~ j.......FOR..BIUnINa.._.._. 1 PURPOSES ONLY I..,.,......~~ECEMBE~ 05, 2008 ..'" ..i NOTES; 1. ALL WELDS ARE 1/4" FILLET WELDS ALL AROUND UNLESS OTHERWISE NOTED ON THE DRAWINGS 2. FOR SPECIFICATIONS SEE DRAWING NO. KGS-265-D , i Weyer~1aeuser RIVER 'vi A TER INTAKE PROJECT w~~~~, MCC BLDG ~ EQUIPMENT FOUNDATIONS Containerboard Manufacturing, Springfield, Oregon SECTIONS AND DETAILS lORAWNBY:PETE r CHECKED BY: ). I APPROVED BY: i SCALE: AS NOTED 08-11-08' t ".", ." : FILE: KGS-264-D-B : DRAWING NO. SHEET OF REV e.C. Peterson Engineering ,,, '. ",' -.", ",.. """'"'''' Consulting Engineers 2644 N.E. 26th Ave Portland, Oregon 97212 Phone (503) 287-5532 Fax (503)282-7226 DATE 2f) of 2/ pCt~es GENERAL CONCRETE NOTES 1. SPECIFICATIONS DESIGN, MAl t..tdAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES. AND STANDARDS CONTAINED THEREIN. UNLESS OTHERWISE MODIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. 2006 ACI 211 ACI 301 ACI 302 ACl 305 ACI 306 ACI 308 ACI 318 ACI 347 ACI 504 ACI SP-66 AWS 01.4 MSP-1-01 INTERNATIONAL BUILDING CODE STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR NORMAl, HEAVYWEIGHT, AND MASS CONCRETE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS GUIDE FOR CONCRETE FlOOR AND SLAB CONSTRUCTION HOT WEATHER CONCRETING STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING STANDARD PRACTICE FOR CURING CONCRETE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE GUIDE TO FORMWORK FOR CONCRETE GUIDE TO JOINT SEAlANTS FOR CONCRETE STRUCTURES DETAlUNG MANUAL STRUCTURAL. WELDING CODE-REINFORCING STEEL MANUAL OF STANDARD PRACTICE (CONCRETE REINFORCING STEEL INSTITUTE) RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS" .8th EDmON CRSI-P1 2. .QQNCKt..1 to.: MIX CONCRETE SHALL DEVELOP A MINIMUM OF 4,000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS NOTED AND SHALL HAVE A CEMENT . CONTENT OF NOT LESS THAN 564. POUNDS (6 SACKS) PER CUBIC YARD. THE PROPORTIONS OF THE MIX SHALL BE IN CONFORMl1Y WITH ACI 211.1 AND 301. 3. GENERALlY, . THE AGGREGATE SIZE SHAlL BE AS FOLLOWS: MAXIMUM SIZE COARSE AGGREGATE (INCHES) 1 1/2" 1" 1" 1 1 (2" 3/4 TYPE OF STRUCTURE FOOTINGS SLABS. ON GRADE WALLS. MORE THAN 1 0" WALLS MORE THAN 18" ALL OTHERS 4. PROPORTIONS OF AGGREGATE TO CEMENT FOR ANY CONCRETE MIX SHALL BE SUCH AS TO PRODUCE A MIXTURE WHICH, CONSISTENT WITH THE. METHOD OF PLACING, WILL WORK RtADILY . INTO CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT WITHOUT PERMlmNG THE MATERIALS TO SEGREGATE OR EXCESS WATER TO COLLECT ON THE SURFACE. MAXIMUM WATER/CEMENT RATIOS FOR CONCRETE WHEN STRENGTH DATA FROM FIELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAILABLE: CONCRETE STRENGTH NON-AIR ENTRAINED CONCRETE AIR ENTRAINED CONCRETE 5. 4,000 PSI 0.44 0.35 AIR ENTRAINMENT SHALL. BE 5. PERCENT (PLUS OR MINUS 1.5 PERCENT) UNLESS OTHERWISE NOTED. CONCRETE SLUMP SHALL BE 3" TO 4". TOLERANCE FOR CONCRETE SLUMP MORE THAN 2" THROUGH 4" SHALL BE PLUS OR MINUS 1 INCH, PER ASTM C94. ADMIXTURES TO BE USED IN CONCRETE SHALL BE SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. .B.EINFORCEMEtU REINFORCING ::>1t..l:.L SHAlL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 FOR ALL MAIN REINFORCING AND GRADE .40 ALL FOR TIES AND STIRRUPS. ALL REINFORCING STEEL THAT. IS TO BE WELDED SHALL BE DEFORMED BARS CONFORMING TO ASTM A706. FIELD BENDING OF REINFORCING STEEL SHALL NOT BE DONE WITHOUT AUTHORIZATION OF THE STRUCTURAL ENGINEER. REINFORCING ::> I t:.t:.L SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER. PROVIDE A MINIMUM COVER OF 3 INCHES FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST THE GROUND. PROVIDE A MINIMUM COVER. OF .2 INCHES FOR BARS LARGER THAN NO. 5 AND 1-1/2 INCHES FOR NO. 5 BARS OR SMALLER IF AfTER REMOVAL OF FORMS THE CONCRETE IS EXPOSED. TO THE WEATHER OR IN CONTACT WITH GROUND. THE PROPER TYPE AND QUANTITIES OF ACCESSORIES SHALL BE FURNISHED TO HOLD THE REINFORCING ~1l:.t.L IN PLACE WHILE THE CONCRETE IS BEING PLACED. STANDARD REBAR HOOK LENGTHS: #4=8", #5=10",#6=12", #7=14". #8=16" &; #9=19" LAP SPLICES FOR ~3 THRU #6 BARS 49 DIAMETERS OR 2'-0" MINIMUM LAP SPLICES FOR 7 THRU #11 BARS 62 DlAMt.1 t.t<~ MINIMUM LAP SPLICES FOR 3 THRU 1/6 TOP BARS 64 DIAMETERS MINIMUM LAP SPLICES FOR 7 THRU #11 TOP BARS 80 DlAMl:.1t.KS MINIMUM NOTE: TOP BARS ARE BARS WITH MORE THAN 12 INCHES OF CONCRETE BELOW. PROVIDE CORNER BARS FOR ALL HORIZONTAL WALL STEEL AT ALL CORNERS AND INTERSECTIONS. CORNER BARS TO BE SAME DIAMETER AND SPACING AS HORIZONTAL REINFORCING. CORNER BAR LENGTHS SHALL BE 48 BAR DlAM!:.. t:.KS OR 2'-0" MINIMUM PRIOR TO SHIPPING OF REINFORCING STEEL TO THE FIELD, SHOP DRAWINGS SHALL BE SUPPLIED TO THE ENGINEER FOR. REVIEW. ,ANCHOR BOl..IS ALL ANCHOR BOLTS SHALL BE SUPPUED AND INSTALLED BY THE CONCRETE CONTRACTOR. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. ALL ANCHOR BOLTS SHALL BE A307B UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE SPECIFICATIONS. 20. ALL ANCHOR BOLTS SHALL BE SET WITH TEMPLATES. .FORMWORK 21. FORMWORKSHALL BE IN ACCORDANCE WITH ACI-301 AND ACI-347. 22. ACI SPECIAL PUBUCATlON 4 SHALL BE USED. AS A GUIDE. 23. WHERE WOOD FORMS ARE USED, THEY SHALL BE PLYFORM OR GRADED EXTERIOR TYPE PLYWOOD. GRADE B-B OR Bt.t1t:.R. C;ONSTRUCTlO~ 24. PLACING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI-301 AND ACI-304. 25. PUMPING OR PNEUMATIC CONVEYING EQUIPMENT SHALL BE OF. SUITABLE KIND WITH ADEQUATE PUMPING. CAPACITY. PNEUMATIC PLACEMENT SHALL BE CONTROLLED SO THAT SEGREGATION IS NOT APPARENT IN THE DISCHARGED. CONCKt:.. i. THE LOSS OF SLUMP IN PUMPING OR PNEUMATIC. CONVEYING EQUIPMENT SHALL NOT EXCEED 2 INCHES. CONCRETE SHALL NOT BE. CONVEYED THROUGH' PIPE MADE OF ALUMINUM OR ALUMINUM ALLOY. 26. ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4 INCH 45 DEGREE CHAMFER. 27. REFER TO MECHANICAl, PIPING AND ELECTRICAL DRAWINGS FOR EMBEDDED ITEMS. 28. SPECIAL INSPECTION SHALL BE PROVIDED FOR All CONCRETE WORK WITH CONCRETE STRENGTHS IN EXCESS .OF 2.500 PSI, EXCEPT FOR NON.....STRUCTURAL SlABS ON GRADE. INSPECTION SHALL INCLUDE. REINFORCING PLACEMENT AND CONCRETE TESTING IN ACCORDANCE WITH IBC CHAt"' I t..t< 17. INSPECTORS FOR THIS WORK SHALL BE EMPLOYED BY THE OWNER. DRAWING NO. REFERENCE REF DRAWING NO. NO. REFERENCE GENERAL STEEL NOTES 1. SPECIFICATIONS DESIGN FABRICATION AND ERECTION OF ::> I KUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE "MANUAL. OF ::>1l:.t..L CONSTRUCTION" OF AMERICAN IN~IltUTE OF STEEL CONSTRUCTION. THIRTEENTH EDITION, UNLESS OTHERWISE MODIFIED ON THE. DRAWINGS OR IN THE SPECIFICATIONS. MATERIAL SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SPECIFICATIONS. UNLESS NOTED OTHERWISE: 2. WIDE FlANGE SHAPES H-P1LES M, S. C. MC &; ANGLES PLATES AND BARS PIPE STRUCTURAL TUBING WELDED STEEL ELECTRODES MACHINE BOLTS HIGH STRENGTH BOLTS ASTM.A992 ASTM A572 GRADE 50 ASTM A36 ASTM A36 ASTM. A53. TYPE E OR S, GRADE B ASTM A500, GRADE B. Fy=46 KSI AWS 01.1 AWS E70XX ASTM A307 ASTM A325 lWO COPIES OF CERTIFIED MILL TEST REPORTS ON ALL ASTM MATERIALS. USED IN THIS WORK SHALL. BE FURNISHED TO THE SPECIAL INSPECTION AGENCY. ~ECTlONS ALL SHOP CONNECTIONS SHALL BE WELDED OR MADE WITH HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. ALl HIGH STRENGTH BOLTED CONNECTIONS SHALL BE BEARING TYPE WITH THREADS INCLUDED IN THE SHEAR PLANE UNLESS NUII:.tJ OTHERWISE. BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION IN ACCORDANCE WITH AlSC SPECIFICATIONS 5.1 IF 1/8" OVER-SIZE HOLES ARE DESIRED DUE TO. STEEL BEING GALVANIZED. THEN FRICTION TYPE CONNECTIONS WILL BE REQUIRED RATHER THAN BEARING TYPE CONNECTIONS 5.2 WITH FRICTION TYPE CONNECTIONS. THE FAYlNG SURFACES AT EACH CONNECTION NEED TO BE ROUGHENED BY MEANS OF HAND WIRE BRUSHING. POWER BRUSHING IS NOT PERMII I t..tJ. 5.3 BOLTS NEED TO BE TORQUED IN ACCORDANCE WITH AlSC SPECIFICATIONS FOR SLIP-CRITICAL (FRICTION TYPE) CONNECTIONS. GUSSET PLATES SHALL BE 3/8" MINIMUM THICKNESS. NO FIElD BURNING OF BOLT HOLES WILL BE ALLOWED. .cONSTRU~TlON ERECT08~SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING NEEDED FOR STABIUTY UNTIL STRUCTURE IS COMPLETE. STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED. STAIRS AND PLATFORMS SHALL BE SHOP ASSEMBLED WHERE SHIPPING AND ERECTION WILL PERMIT. .sHOP DR(\WI~ SHOP DRAWINGS SHALL BE SUBMIIIl:.D TO THE ENGINEER FOR APPROVAL Bt:.ruRE STARTING FABRICATION. WELDING WELDER Ct..t< IIFlCATION PROCEDURES SHALL BE AS FOLLOWS: A. ALL WELDERS SHALL BE CURRENTLY CERTIFIED AND REGI::>It:.KED BY THE LOCAL BUILDING OFFICIALS AND/OR THE AMERICAN WELDING. SOCIETY AND. IF REQUIRED, ALL. WELDERS SHALL HAVE THEIR CERTIFICATION FURNISHED TO THE 1t.::>IING AGENCY. B. A COPY OF CI:.K IIFlED WELDING PROCEDURES NOT PRE -QUALIFIED BY AWS. SHALL BE SU8MuI eu FOR REVIEW. FIELD WELDING WILL BE ALLOWED ONLY WHERE NOTED ON THE PLANS. EXISTING. AND NEW STEEL SURFACES TO BE WELDED. SHALL BE CLEANED OF PAINT. GREASE, SCALE. OR OTHER FOREIGN MAl t..KIAL ALL flELD WELDS SHALL BE WIRE BRUSHED AND CLEANED. THEN PRIMED. NO WELDING WILL BE PERMlIlI:.D TO EXISTING BEAM FlANGES EXCEPT AS INDICATED ON THE PlANS. .YlE..~.pING INSPECTION PROGRAM FOR . THE FIRM DESIGNATED TO. PERFORM .THE SPECIAL INSPECTION ACTMTIES, SEE l'It:.~t~ AND SPECIAL INSPECTIONS" THE SPECIAL . INSPECTION AGENCY SHALL BE EMPLOYED BY THE OWNER, THE ENGINEER OF RECORD, OR AN AGENT OF THE OWNER. BUT NOT THE CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK. .sHOP WEl.DING THE SPECIAL INSPECTOR SHALL VISIT THE FABRICATION SHOP TO OBSERVE AT-UP PRIOR TO THE COMMENCEMENT OF ANY WELDING. AT THIS llME THE SPECIAL. INSPECTOR SHALL: VERIFY MAl t..tdALS BEING USED FOR THE WORK VERIFY THE INTENDED WELDING PROCESSES AND PROCEDURES TO BE USED VERIFY WELDER QUALIFICATIONS AND CERTIFICATIONS OBSERVE THE BEGINNING OF THE WELDING. PROCESS AFTER THE. SHOP WELDING IS COMPLETE. THE SPECIAL INSPECTOR. SHALL RETURN TO VISUALLY INSPECT THE WELDS. . 21. THE TESTING lAB. SHALL PROVIDE A COPY OF SUCH INSPECTION RESULTS TO THE ENGINEER VERIFYING THAT THE WELDING WAS PROPERLY PERFORMED AND IN ACCORDANCE WITH THE PLANS. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. FIELD WEt-DING 22. THE SPECIAL INSPECTOR SHALL VISIT THE JOB SITE AT THE BEGINNING OF ANY ON-SITE WELDfNGWORK. AT THIS TIME THE SPECIAL. INSPECTOR SHALL: VERIFY MATERIALS. BEING USED FOR THE WORK VERIFY THE INTENDED WELDING PROCESSES AND PROCEDURES TO BE USED VERIFY WELDER QUAUFlCATIONS AND CERTIACATIONS OBSERVE THE BEGINNING OF THE WELDING PROCESS 23. At I t.t( THE FIELD WELDING IS COMPLETE, THE SPECIAL INSPECTOR SHALL RETURN TO VISUALLY. INSPECT THE WELDS. 24. THE 1t..::>uNG lAB SHALL PROVIDE A COPY OF SUCH INSPECTION RESULTS TO THE ENGINEER VERIFYING THAT THE WELDING WAS PROPERLY PERFORMED AND IN ACCORDANCE WITH THE PlANS. 25. ANY RE-WORK REQUIRED SHALL BE AT THE CONTRACTORS EXPENSE. .c.QATlNQ 26. ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 ALL FIELD WELDS . SHALL BE WIRE BRUSHED AND CLEANED, .THEN TREATED WITH "zRC" GALVANIZING COMPOUND (OR AN APPROVED EQUAL) AND APPUED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS . IU I I REF REV NO. NO. BY DATE REVISIONS CONCRETE MASONRY BLOCK GENERAL STRUCTURAL NOTES .sfECIFlCATlONS DESIGN, MAIl:.KfAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES, AND STANDARDS CONTAINED THEREIN, UNLESS OTHERWISE. MODIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS. 2006 INTERNATIONAL BUILDING CODE ACI 530-05 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530.1-05 SPECIFICATIONS FOR MASONRY STRUCTURES CONCREfE BLOCK ALL HOLLOW CONCRETE BLOCK SHALL BE MEDIUM-WEIGHT UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C90ANDSHALL HAVE A NOMINAL FACE OF 8" X 16". LINEAR SHRINKAGE SHALL NOT EXCEED 0.065 PERCENT. . MASONRY ASSEMBLY STRENGTH SHALL BE 1.500 PSI. STRENGTH OF INDIVIDUAL MASONRY UNITS SHALL. BE 1,900 PSI. jZROUT GROUT FOR ALL REINFORCED HOLLOW UNIT MASONRY WALLS SHALL BE COARSE GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF. 2.000 PSI AT 28 DAYS. GROUT SHALL BE PROPORTIONED IN ACCORDANCE WITH IBC TABLE 2103.12. SLUMP. SHALL BE 10". COARSE AGGREGATE (PEA. GRAVEL) SHALL BE 3/8" MAXIMUM IN SIZE AND SHALL CONFORM TO ASTM C404. WHERE.VER POSSIBLE, GROUT SHAlL. BE BATCH ED, MIXED, AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS FOR READY MIXED CONCRETE. ASTM. C94, "STANDARD SPECIFICATION FOR READY-MIXED CONCRETE". READY MIXEOGROUT SHALL BE CONTINUOUSLY AGITATED AFTER MIXING UNTIL PLACEMENT. MIXING OF GROUT ON THE JOBSITE. WILL NOT BE ALlOWED UNLESS UNUSUAL CONDtTlONS EXIST THAT WOULD REQUIRE SPECIAL CONSIDERATION. IF SUCH CONDmONS EXIST. THE CONTRACTOR SHALL CONTACT THE OWNER OR HIS REPRESENTATIVE FOR THE APPROVAL OF MIXING GROUT AT THE JOBSlTE. WHEN A BATCH MIXER IS USED ON THE JOBSITE. ALL MATERIALS SHOULD BE THOROUGHLY MIXED. FOR A MINIMUM OF 5 MINUTES. GROUT NOT PLACED WITHIN ONE AND ONE HALF HOURS AFTER WATER IS FIRST ADDEO TO THE BATCH SHOULD BE DISCARDED. MORTAS ALL MORTAR FOR REINFORCED MASONRY SHALL BE TYPE "s" AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1 ,800 PSI AT 28 DAYS. ALL MORTAR SHALL BE MIXED BY MECHANICAL MEANS. SHOVEL MEASUREMENT WILL NOT BE ALLOWED. MORTAR PROPORTIONS SHALL BE BASED ON lABORATORY OR FIELD EXPERIENCE. WHEN THE PROPORTION OF INGREDIENTS IS NOT SPECIFIED.. THE PROPORTIONS BY MORTAR TYPE SHALL BE USED AS GIVEN IN TABLE NO. 2103.8(1) OF THE INTERNATIONAL BUILDING CODE. .BmJFORCEMEN"( ALL REINFORCEMENT FOR MASONRY WALLS SHALL BE GRADE 60 CONFORMING TO ASTM A615. UNLESS OTHERWISE NOTED ON THE PlANS, REINFORCE ALL. 8" CMU WAlLS WITH 1-#5 AT 4'-0" MAXIMUM ON . CENTER HORIZONTALLY AND .1-#5 AT EACH CORNER AND AT 2'-0" MAXIMUM ON CENTER VERTICALLY. ALL VERTICAL .REINFORCING SHALL BE HELD IN THE CENTER OF THE WALL WITH MECHANICAL BAR POSIllONERS. UNLESS OTHERWISE NOTED ON THE. PLANS, REINFORCE ALL OPENINGS IN BLOCK WALLS AS FOLLOWS: 2-#5 IN FULLY GROUTED UNTEL BEAM OVER OPENINGS, BAR LENGTHS TO BE OPENING WIDTH PLUS 5'-0" 2-#5 IN FULLY GROUTED Vt..KIICAL CELLS AT JAMBS, BAR LENGTHS TO BE FULL HEIGHT OF THE WALL 2-#5 IN FULLY GROUTED BONO BEAM. BELOW OPENING. BAR LENGTHS TO BE OPENING WIDTH PLUS 5'-0. , SPLICES SHALL BE LAPPED 48 BAR DIAMETERS OR 2'-0" MINIMUM UNLESS DETAILED OTHERWISE ON THE DRAWINGS. PROVIDE 2'-6" x 2'-6" CORNER BARS FOR ALL HORIZONTAL. WALL STEEL AT ALL CORNERS AND INTERSECTIONS. CORNER BARS TO BE THE SAME DIAMETER. AS HORIZONTAL REINFORCING. CONSTRUCTION - AS FOLLOWS: A. LAY IN RUNNING BOND. JOINTS SHALL BE 3/8". B. PLACE ALL UNITS IN MORTAR WITH FULL MORTAR BEDDING.. (WEBS AND FACE SHELLS) C. TOOL ALL JOINTS CONCAVE. D. ALL BLOCK WALLS. SHALL HAVE HORIZONTAL AND Vt.KI tCAL REINFORCEMENT AS SHOWN ON THE DRAWINGS OR AS NOTED ABOVE. E. FLUSH END BLOCKS SHAlL BE USED AT EXPOSED CORNERS AND JAMBS. F. NO FROZEN MATERIAL NOR MAIt.t<IAL CONTAINING ICE SHALL BE USED. WHERE THE MEAN DAILY TEMPERATURE FALLS BELOW 40 DEGREES FAHRENHEIT. WATER, MORTAR AND MASONRY SHALL BE MAINTAINED AT A TEMPERATURE NOT LESS THAN 40 DEGREES FAHRENHEIT DURING LAYING AND UNITS SHALL BE PROTE\;It:.u FROM FREEZING FOR 48 HOURS AFTER LAYING. G. CONTROL JOINTS SHAlL BE LOCATED IN ALL WALLS AT A SPACING NOT TO EXCEED TWO TIMES THE HEIGHT OF THE WALL, OR AS SHOWN ON THE DRAWINGS. HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH VERTt<'AL CONTROL JOINTS. THE MORTAR AT CONTROL JOINTS CAN EITHER BE LEFT OUT ENTIRELY. OR DEEPLY RAKED BACK SUCH THAT THE JOINT IS ABOUT 3/8 IN WIDE AND 3/4 INCH DEEP. THE CONTROL JOINTS SHALL BE FILLED WITH A FlEXIBLE CAULKING COMPOUND. COATING 17. PRIMER: CEMENTlTIOUS OR 100 PERCENT UNDILUTED ACRYLIC LATEX BLOCK FILLER AS APPROVED OR RECOMMENDED BY THE COATING MANUFACTURER. . GENERAL 1. NO DEVIATIONS FROM THESE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT WRlIlt:.N CONSENT OF THE ENGINEER. IF DEVIATIONS FROM THE PLANS ARE MADE WITHOUT NOTIFICATION TO AND APPROVAL FROM THE ENGINEER. THE GENERAL CONTRACTOR SHALL RELEASE C.C. PETERSON ENGINEERING FROM ANY AND ALL ClAIMS THAT ARE IN ANY WAY RELATED TO.. THIS PROJECT. THE GENERAL CONTRACTOR SHALL FURTHER AGREE TO DEFEND, HOLD HARMLESS, AND INDEMNIFY C.C. PETERSON ENGINEERING FROM ANY AND ALL ClAIMS BY ANY THIRD PERSONS THAT ARE IN ANY WAY RELATED TO THE PROJECT. 2. GENERAL CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDmONS SHOWN OR IMPUED ON THE. DRAWINGS WITH THE MECHANICAL AND ELECTRICAL DRAWINGS AND WITH THE ACTUAL PHYSICAL CONDITIONS AT THE SITE. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE. ENGINEER FOR A RESOLUTION. THE GENERAL CONTRACTOR SHALL NOT CONTINUE ANY. WORK RELATING TO SUCH DISCREPANCIES WITHOUT APPROVAL OF THE ENGINEER. 3. CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO LOCATE ALL EXISTING UTIUTlES AND. EXERCISE CARE TO PROTECT THEM FROM. DAMAGE DURING EXCAVATION AND CONSTRUCTION. SPECIFICATIONS 4. WHERE REFERENCE IS MADE TO ASTM, A1SC, ACI, OR OTHER STANDARDS AND SPECIFICATIONS, THE LAIt..::>f REVISION OR ADOPTION IS INTENDED. UNLESS SPECIFICALLY DESIGNATED OTHERWISE. DESIGN, LOADS 5. WIND PER 2007 OSSC.. 80 MPH (FASTEST MILE 'WIND SPEEO)~ EXPOSURE "B" SEISMIC PER 2006 IBC, ::>11 t:.ClASS "0" SNOW, 25 PSF .P9NSTRUCTlON LOADS 6. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLt.It:.lJ STRUCTURES. DURING CONSTRUCTION, STRUCTURES SHALL BE PROTECTED BY BRACING AND BAlANCING WHEREVER . EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. ERECTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING NEEDED FOR STABIUTY 7. UNTIL STRUCTURE IS COMPLETE. ..s.o.n.s 8. ALLOWABLE SOIL BEARING PRESSURE 1.500 PSF 9. FOOTINGS. ARE TO BE FOUNDED ON A MINIMUM OF 8 INCHES OF COMPA~ I t.u, WELL GRADED CRUSHED ROCK. 11. BACKFILL ALL PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH LEAN CONCRETE TO THE BorrOM OF FOOTING. 12. ALL FILLS SHALL BE COMPA(;It..lJ BY MECHANICAL MEANS TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSl1Y AS DETERMINED IN ACCORDANCE WITH ASTM TEST METHOD 0-698. FILL MATERIALS SHOULD BE PLACED IN LAYERS THAT. WHEN COMPACTED. DO NOT EXCEED ABOUT 8 INCHES. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. TESTS AND SPECIAL INSPECTIONS 14. 1.0 PROVIDE TESTS AND INSPECTIONS FOR ALL ITEMS AS REQUIRED BY. THE 2006. 1f\l1 t..KNATlONAL BUiLDING CODE AND ALL APPUCABLE LOCAL CODES AND ORDINANCES. 2.0 THE. SPECIAL INSPECTION AGENCY SHALL BE EMPLOYED BY THE OWNER, THE ENGINEER OF RECORD, OR. AN AGENT OF THE OWNER, BUT NOT THE CONTRACTOR OR ANY OTHER. PERSON RESPONSIBLE FOR THE WORK. 3.0 THE FIRM DESIGNATED TO PERFORM THE SPECIAL INSPECTION ACTIVITIES FOR THIS PROJECT SHALL BE. Dt.1 t.t<MINED BY THE OWNER PRIOR TO THE START OF THE PROJECT. THE OWNER SHALL INFORM THE . BUILDING OFFICIAl AND THE ENGINEER OF RECORD WHO THE SPECIAL INSPECTION AGENCY IS TO BE. 4.0 THE CONTRACTOR SHALL PROVIDE THE TESTING AGENCY WITH THEIR CONSTRUCTION SCHEDULES TO ENSURE PROPER COORDINATION OF THE WORK. 5.0 THE FOLLOWING SPECIFIC ITEMS SHALL BE INSPE\.,leU AND/OR TESTED BY THE TESTING AGENCY. IN ACCORDANCE WITH IBC CHAPTER 17. 6.0 .QQNCRE'(t 6.1 PLACEMENT OF REINFORCING STEEL IN CONCRETE. THE I t..~ I fNG AGENCY SHALL BE NOTIFIED LONG .ENOUGH IN ADVANCE OF THE SCHEDULED CONCRETE POUR SO THAT ANY REQUIRED CORRECTIONS CAN BE MADE. 6.1.1 THE ENGINEER OF RECORD SHALL ALSO BE NOTIFIED IN CASE HE ALSO WISHES TO OBSERVE THE PLACEMENT OF THE REINFORCING STEEL PRIOR TO THE POUR. 6.2 PLACEMENT OF CONCRETE 6.3 CONCRETE COMPRESSIVE STRENGTH. SLUMP AND AIR TESTS SHALL BE TAKEN IN ACCORDANCE WITH IBC CHAl-'Il:.K 19. 6.4 REINFORCING BARS, THREADED RODS OR BOLTS EPOXY-GROUTED INTO EXISTING CONCRETE OR MASONRY. 15. 16. 7.0 STRUCTURAL ~ I ttl APPLY. IN. ACCORDANCE WITH THE MANUFACTURER'S WRITTEN. INSTRUCTIONS. BACK-ROLL IF SPRAYED APPLY TO PROVIDE A PINHOLE FREE SURF8Cg.. COATING: POLYMERIZED ACRYUC ElASTOMERIC. COATING WITH FlONGATION (AS A PERCENTAGE OF THICKNESS) 290%. - 330% AND A WATER VAPOR TRANSMISSION OF 0.04 PERM INCHES APPLY TWO COATS - MINIMUM 8-10 MILS DRY FILM THICKNESS PER COAT OR IN MILLAGE RECOMMENDED . BY COATING MANUFACTURER. APPLY BY METHOD RECOMMENDED BY COATING MANUFACTURER TO ACHIEVE SPECIFIED DRY FILM THICKNESS. APPLY TO PROVIDE A PINHOLE FREE SURFACE MIX FIRST COAT TO BE A LIGHTER SHADE THAN THE APPROVED COLOR. 7.1 WELDING 7.1.1 ALL STRUCTURAL WELDING. 7.1.2 ALL COMPLETE PENETRAIION WELDS SHALL BE NON-Dt::>I KUCTlVELY 1t.::>It:.D BY ULTRASONIC OR RADIOGRAPHIC METHODS UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. 7.1.3 SEE GENERAL ::>1 t.t..L NOTES FOR "WELDING INSPECTION PROGRAM. 7~2 ALL HIGH STRENGTH . BOLTED CONNECTIONS 8.0 MASONRY . 8.1 ALL MASONRY SHALL HAVE SPECIAL INSPECTIONS AS OUTLINED IN IBC TABLE 1704.5.1 FOR "LE.VEL 1 SPECIAL INSPECTIONS" 9.0 REPORTS 9.1 . COPIES OF ALL INSPECTION REPORTS SHALL BE PROMPTLY SUBMITTED TO THE LOCAL BUILDING OFFICIAL, THE ENGINEER OF RECORD, THE OWNER AND THE CONTRACTOR. 9.2 MAINTAIN ONE COpy OF EACH FIELD REPORT. AT THE JOB SITE. 9.3 SUBMIT A FINAL REPORT AT THE COMPLETION OF EACH CATEGORY OF WORK THAT IS INSPECTED. ~UC?V'J? -t . of ~. ~",~"t-U PROFrS~ ~ ~~. Q2; ( rf/9623- \ f"' B I A ~... ..".~,... ",'.,., ...,..,.~ ~,.... .... I REV NO. PETE 12/5/08 ISSUED FOR BIDDING .PURPOSES ONLY PETE ~l! ?/~~ ISSUED FO~ INFORMA TIO'J ONLY BY DATE REVISIONS C. C.PetersonEngineering ,.. ."". ",.~.. , ". . ,.. '" ...."... ,,~..,. . ..,,, ,,,,,,,,,.,, "" ,,",' ..,.." ".",. "......,,, , .,." "'''''.' ...., , .... ... " ."", ."" ""'" ."" ." , Consulting Engineers 2644 N.E. 26th Ave Portland, Oregon 97212 Phone (503) 287-5532 Fax (503)282-7226 RENEWS 12-31-08 CCP JOB NO. 08-128 STEEL DOORS AND FRAMES liGHT GAUGE METAL ROOFIN'G 1. METAL ROOFING SHALL BE 11/2" . 24 GAUGE "HEFTI-RIB" BY FABRAL lliE "HEFn-RIB" PRODUCT CAN BE OBTAINED FROM: FABRAL METAL WALL AND ROOF SYSTEMS 45.70 RIDGE DRIVE NE S~LEM, OREGON 97303 C0NTACT PERSON: GENE LUNDEN 800-477-8028 OFFICE 503-880-6170 CELL 2. Al.L .METAL ROOFING SHALL BE INSTALLED IN ACCORDANCE WllH lHE MANUFAClURER'S SPECfFlCAll0NS. 3. ThJE ROOFING SUPPUER SHALL PROVIDE ALL GUTTERS, DOWN SPOUTS. TRIM. FlASHINGS AND CLOSURES REQUIRED TO.. PROVIDE A COMPLETE WEATHER-TIGHT INSTALLATION. COMPOSITE METAL.!CONCRETE .ROOF 1. MCC BUILDING ROOF CONSTRUCTION. SHALL CONSiSt OF. 1 1/2" - 20 GAUGE VERCO PLB FORMLOCK METAL DECKING (OR AN APPROVED EQUAL). WITH 4 1/2" CONCRETE SLAB (TOTAL THICKNESS) REINFORCED WITH 6 X 6 X W2.9 X W2.9 WELDED WIRE FABRIC LOCATED 1" CLEAR FROM THE TOP OF THE SLAB.. THE WELDED WIRE FABRIC SHALL BE SUPPLIED IN FlAT SHEETS AND SUPPORTED ON CHAIRS SO IT MAINTAINS IT'S POSITION DURING THE CONCRETE PLACEMENT. 2. STEEL. ROOF UNITS SHALL BE FASTENED TO lHE STEEL BEAMS AND EMBEDDED PLATES WIlli 3/4" DIAMETER PUDDLE WELDS'SPACED NOT MORE THAN 12" ON CENTER. THE SIDE LAPS OF ADJACENT UNITS SHALL. BE PUNCHLOKED AT 36" MAXIMUM.. ON CENTER. ROOFING OVER CONCRETE DECK 1. ROOFING SHALL BE "SURE-WELD" AFX HOT MOPPED MEMBRANE ROOF. 2. AN ACCEPTABLE SUPPUER: BOB . CARLSON INC. PO BOX. 63 HILLSBORO. OR 97123 CONTACT PERSON: TONY FREAS 503-640-3623 OFFICE 503-849-1703. CELL 3. lliE ROOFING SUPPUER SHALL PROVIDE ALL GU I I t..KS, DOWN SPOUTS,. TRIM. FLASHINGS AND CLOSURES REQUIRED TO PROVIDE, A COMPLETE WEATHER-TIGHT INSTALLATION. FOR BIDDING PURPOSES ONLY DECEMBER 05, 2008 Weyeilaeuser .' RIVER VI ATER INTAKE PROJECT W"J~D.aeuser ; MCC BUILDING) CANOPIES 8c FOUNDATIONS Container board Manufacturing. Springfield. Oregon . STRUCTURAL SPECIFICATIONS fI5RAWN" 'SY:PETE .., CHECKED BY: APPROVED BY: SCALE: AS NOTED 08-12-08 ~ . ",""". . FILE: KGS-265- D-A DRAWING NO. DATE SHEET OF REV 2/ of 21 pa~6