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Home My WebLink AboutPlan, Final APPLICANT 7/22/2009 SPRINGFIELD CON'TAI' , NE"R"'B' "0" 'A" "'R~' ;;8'" ' ',. , ..,", ::' p . :",..\; .~.' "'. 801 42nd Street SPRINGFIELD, OR 97478 RIVER1IJATER INTAKE & FISH SCREEN PROJECT S T~ 0 ~sc~ :JT ON ASSESSOR'S MAP NO. 17-02-29-00 TAX LOT NO. 2900 ZONING: H1 - HEAVY INDUSTRIAL CODES USED: IBC 2003 EDITION w /OREGON REVISIONS MECHANICAL, ELECTRICAL & PLUMBING BY SEPARATE PERMIT S -:- \JO~-- VICINI"I:'~MAP NTS AREA OF WORK INSTALLATION INCLUDES: PUMP SUMP (WET WELL) FISH SCREEN PIPE BRIDGE 1750':1: FORCED WATER MAIN / APPROXIMA TE PROPERTY UNE / ~ '1 r '- . . r \ I KEY PLAN NTS . -&':; ~ , )~AW \G \)~X 02209~ =>-000 02209~ =>-001 0220S'} =>-002 0220S~ :J-003 02209} =>-OOL- 0220.S:J .=>-006 0220S} :J-007 0220SJ d:J-008 0220S~ :J-009 0220St :J-O# 0 0220St :J-01; 0220St =>-022 022091 :J-023 02209 =>-024 022091 :J-025 02209 :J-026 022091 =>-028 02209 =>-029 02209 :J-030 ) ~A W \ G \) ~x, v C \ -Y v' A:J G~\~~A_ \o-~s S - =- :) _A \ ( , 0 =- 3 ) S -:: :) _A \ (2 o=- 3) S-=- :)_A\ (3 o=- 3) :JUv=> SUv:J ._A YOU- (W~- W~__) :JU v1 => su v' => s:-c- 0\ S . :J LJ \I1.:J S'U v1:J ) ~- A _5 :JU v :J SU V :J :J _A --:-0 ~v1 :-~Av1'\jG )~--A _S :JU \i1 :J SU vf:J ) ~ ~ A_S =>Uv1=> SU v1 => G~OU\J) \JG => _A \J ~ v::~ WA-::~ U\ )::~G~OU\) :):) \jG (1 o=- 4) ~ v::~ WA--::~ U\j)::~G~OU\) :l:) \G (2 o=- L.) ~!v::~ WA-::~ U\j)::~G~OU\j) :):) \jG (3 o=- 4) ~ v::~ WA-::~ L \j)::~G~OU\j) :):) \jG (4 o=- 4) U~)=-~G~OU\) :J:) \G )~-AI_S ::> J::- 3 ~ ) G ~ :J _A \ & ~ _ ~ VA T 0 \ 3~ )G~ )~-A_S ~ ;-. r- .:J r" - , L :JU__ 30X ::>_A\ & s~c-o\s F"NAL JUL 2 8 2009 / P;anner:d~ C ISSUED FOR BID B ISSUED FOR PERMIT A FOR CONCEPTUAL REVIEW ONLY NO. ~EVISI0N 12JUN09 owe 19MAY09 owe 28APR09 owe DATE BY !~ Date Received: JUl 2 2 2009 Jf~ BR::S - ::ARS/THORNTON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 \ ~ '. INTERNATIONAL PAPER SPRI.NGFIELD, OREGON COVER SHEET / INDEX ... ...sCALE: N.T.S. DATE DWG. NO. D~WN . BY: . owe 12MAR09 eHE~~E.P: wv 09JUN09 . D 022091P TIME: HH:MMAM APPROVED: GT 11JUN09 ":SHEt.1 # 000 PLOT DATE: XX/XX/XX CUENT' INTERNATIONAL PAPER Il\1SGJ MILL WATER SUPPLY CJ\D DWG - DO NOT EDIT Mi\NUALl- Y CAD NO: 02209-IP-OOO-C ~....../Cm1Cf 801 42ND ST. SPRINGFIELD. OREGON. 97478 -::, tCO)()/o ;)'R.,C2.00C - OOD~ lh-t-..:'Ah U' 91P&l I o-,=- 6< 5fXlae5S F In (t 51 TL f {{Wi - Xnfe;vvtaA tu'~ 1 ~ r V , . REV. C REV. DATE 28APR09 s-~~c- ~~_ G-=\j:~- ~o--=s: 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 DISCREPANCIES. 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 SE I I LEMENT, 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. 4. CONTRACTOR SHALL DESIGN & INSTALL ALL SHORING SUITABLE FOR SAFE CONSTRUCTION IN ACCORDANCE WITH MILL & REGULATORY REQUIREMENTS. DEMOLITION: 1. CONTRACTOR SHALL SUBMIT A DETAILED WORK PLAN TO THE OWNER WITH A DESCRIPTION OF SAFETY PROCEDURE, ITEMS TO BE REMOVED OR DEMOLISHED, ITEMS TO BE SALVAGED FOR THE OWNER, PROPOSED METHODS, DUST CONTROL, Il:.MPORARY 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 INST ALLA nON OF H-PILES FOR THE ABOVE REFERENCED PROJEC~ SEE ATTACHED SPECIFICA TlONS. 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 45 TONS IS REQUIRED FOR HP12X53 PILE SECTIONS BASED ON STRUCTURAL CONSIDERATIONS, SEE PILE LOADS, SHEET #028. ALTERNATE PIN PILES DESIGN SHALL BE SUBMITTED FOR APPROVAL BY DESIGN ENGINEER. . . PILE SECTION H'P 12X53: ASTM A572 GRADE 50 PILES SHALL BE FITTED WITH TIP PROII:.CTION 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 FII Il:.D WITH TIP PRO I t:.CTlON FOR ANTlCfP A I t:.U HARD DRIVING CONDITIONS IN THE UNDERLYING COARSE MATERIALS WHICH, ALTHOUGH NOT NOTED ON THE BORING LOGS, MAY CONTAIN SCA'III:.RED BOULDERS. ACTUAL DRIVING RESISTANCE OF H-PILES INTO COARSELY GRADED ALLUVIAL DEPOSITS CAN BE ERRA TIC 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 F~ THE CAPACITY SHALL BE ESTABLISHED BASED ON THE OBSERVED DRIVING RESISTANCE OF INDIVIDUAL PILES AT THE TIME OF INSTALLATION. USE AN AIR OR DIESEL IMPACT 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 RESISTANOEOBSERVED DURING INSTALLATION OR SUBSEQUENTLY RE -STRIKING THE PILES AFTER WAITING 24 HOURS AND USING A COMMONLY ACC~PTED' PILE DRIVING FORMULA SUCH AS THE MODIFIED GATES EQUATION. . . . . . GEOTECHNICAL ENGINEER FROM GRI SHALL OBSERVE 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 COMP ACTION 2. COMPACTION REQUIREMENTS: 98% CONCRETE: 1. CONFORM WITH THE FOLLOWING ADDITIONAL CODES AND SPECIFICA TIONS: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318 - LATEST EDITION. B. SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301 - LA TEST EDITION. 2. MINIMUM COMPRESSIVE S u<ENGTH AT 28 DAYS: f c = 4000 PSI 3. SLUMP 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 AGGREGA It.. 6. ALL CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE 1/11. FLY ASH SHALL CONFORM TO ASTM C618, TYPE C OR F. 7. ALL AGGREGA II:. SHALL CONFORM TO ASTM C33. AGGREGA II:. SHALL BE CHECKED FOR ALKALI-SILICA REACTIVE CONSTITUENTS USING A PETROGRAPHIC EXAMINATION PER ASTM C295. IF SILICA MA I t:.RIAL IS FOUND, THEN TEST PER ASTM C1260, AND IF NECESSARY ASTM C1293. 8. CONCRETE SHALL CONTAIN AN AIR ENTRAINING ADMIXTURE, CONFORM~ ASTM C260. AIR ENTRAINMENT SHAlL.~ . 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, "HOT WEATHER CONCRETING" . 12. FOUR TEST CYLINDERS SHALL BE MADE FOR EVERY 100 CY OF CONCRETE POURED. THEY SHALL BE I t.S I cD IN ACCORDANCE WITH ASTM C39 BY A It.STING LAB APPOIN I cD BY THE OWNER. 13. EMBEDDED METAL, SHALL BE 304 STAINLESS STEEL 14. REINFORCING BARS SHALL CONFORM TO ASTM A706, GRADE 60, DEFORMED. 15. CONSTRUCTION JOINTS: A. PROVIDE ONLY WHERE SHOWN, UNLESS WRITTEN 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. CONCRETE FINISH: A. CONCRETE TO RECEIVE GROUT OR CONCRETE: ROUGH FINISH WITH 1/4" AMPLITUDE. B. ALL OTHERS: SMOOTH FORM FI LAIR BUBBLES AND INDENTATIONS) OR BROOM . FINISH, EXCEPT TOP OF WET PLAN). 18. PROVIDE MOIST CURING FOR SEVEN DAYS. 19. PROVIDE THE FOLLOWING CONCRETE COVER AT REINFORCING S leEL UNLESS OTHERWISE SHOWN: A. FORMED SURFACES: 2" B. ELEVAII:.D 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 SPECIFICALLY CALLED OUT. REPLACEREINFORCING STEEL WHEN AN ARC IS CREATED BETWEEN IT AND A WELDING ELECTRODE. 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 I t.NSION LAP SPLICES UNLESS OTHERWISE SHOWN. FOR LAP SPLICE LENGTHS, SEE THE "TENSION DEVELOPMENT AND LAP SPLICE LENGTH" TABLES AT THE END OF THESE STRUCTURAL NOTES. S-SHAPES, CHANNEUS AND ANGLES SHALL BE HOT DIPPED GALVANIZED PER ASTM A992. 4. RECTANGULAR OR SQUARE HSS SECTIONS SHALL BE HOT DIPPED GALVANIZED PER ASTM A992. 5. CONNECTION BOLTS SHALL BE 3/4" DIAMETER 304 STAINLESS STEEL OR ASTM A325 GALVANIZED AS INDICA TED. 6. FILLET WELDS SHALL.iBE INSPECTED BY VISUAL INSPECTION. 7. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC MEANS, & REQUIRE SPECIAL INSPECTION. SPECIAL INSPECION: 1.-POST INSTALLED ANCHORS 2.-ALL PIPE WELDS 3.-PILES P PE: 1. HDPE PIPE TO BE PE4710 ASTM D3350 SDR 32.5 2. STEEL PIPE TO BE ASTM 572 GRADE 50 3. INSTALL AIR RELIEF VALVES AT ALL HIGH POINTS . 4. SEE MILL STANDARDS FOR ALL VALVES & FITTINGS. TENSION DEVELOPMENT AND LAP SPLICE LENGTHS (IN INCHES) FOR UNCOATED BARS IN NORMAL-WEIGHT CONCRETE WITH f'c = 4000 PSI C B A 17JUlO9 owe 12JUN09 owc 19MAY09 OWC NO. REVISION DATE BY 3 ~ =8 - -=A ~81T - 0 ~\jTO \j ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 Date Received- 1 INTERNATIONAL PAPER SPRINGFIElD,OREGON JUl 222009 · -'::. GENERAL NOTES Submittal .. tl7..~__ '.~= ~:.s. owe 12'::09' OWG. NO. CHECKED: YN 09JUN09 D 022091P TIME: HH:MMAM APPROVED: GT 11JUN09SHEET # 001 PLOT DATE: xx/xx/XX WENT INTERNATIONAL PAPER !:l\4S(}J MILL WATER SUPPLY CAD DWG - DO NOT EDIT MANUALLY CAD NO: 02209-IP-001-C ~801 42ND ST, SPRINGAELD, OREGON, 97478 REV. C REV. DATE 20f 2Fj fXA~S . . . .. .. .. .. .. '"' .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. I . LOCATED IN SEC. 28, 29, 30, 31, 32 OF T.17S., R.2W., WM ClrY OF SPRINGFIELD, LANE COUNTY, OREGON . . THIS DRAWING WAS COMPLETED AT THE REQUEST OF THE CITY OF SPRINGFIELD. OREGON. THE PHOTOS SHOWN ON THIS DRAWING WERE RECEIVED FROM THE CITY OF SPRINGFIELD GIS DEPARTMENT. THE PHOTOS ARE FROM THE 2000 ORTHOPHOTOGRAPY SERIES. C ISSUED FOR CONSTRUCTION 17JUL09 owe B ISSUED FOR BID 12JUN09 owe A ISSUED FOR PERMIT 19MAY09 owe NO. REVISION DATE. BY.1 i I ENGINEERING CONSULTANTS, ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 '1 I ~ , ~ INTERNATIONAL PAPER SPRINGFIELD, OREGON GENERAL NOTES DWG. NO. Ct\D DWG - DO NOT EDIT MANUAllY TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 02209-IP-002-C N.T.S. DATE DRAWN BY: owe 12MAR09 CHECKED: wv 09JUN09 0 022091 P APPROVED: GT 11JUN09 lSHEET# q02 CUENT INTERNATIONAL PAPER (]\,,1S(}J MILL WATER SUPPLY ~jmIr.ACr 801 42ND S:, SPRI~GFlELD, OREGON, 97478 I _I I I i I i ! REV. \ C I I i RE.V __ DATE I I \ J I I J NOTE: CONTRACTOR SHALL MAINTAIN ALL WORK ABOVE THE ORDINARY HIGH WATER LINE AND MAINTAIN ALL EROSION CONTROL METHODS TO PROTECT WATER-WAYS FROM RUNOFF. o 20' 40' -,- 60' b/~ 80' . 100' t SCALE: 1"=20' ISSUED FOR CONSTRUCTION ISSUED FOR BID ISSUED FOR PERMIT REVISION 17 JUL09 owe 12JUN09 owe 19MAYOO Dwe DATE BY ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON SITE PLAN TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD D\JG - DO NOT EDIT MANUALL Y CAD NO: 02209-IP-002-C SCALE: 1" =20' DRAWN BY: DWe CHECKED: WV APPROVED: GT eUENT Il\ASGJ DATE 12MAR09 09JUN09 D 022091P I 11JUN09 SHEET # 003 INTERNATIONAL PAPER MILL WATER SUPPLY 801 42ND ST. SPRINGFIELD. i DWG. NO. REV. C REV. DATE NOTE: CONTRACTOR SHALL MAINTAIN ALL WORK ABOVE THE ORDINARY HIGH WATER LINE AND MAINTAIN ALL EROSION CONTROL METHODS TO PROTECT WATER-WAYS FROM RUNOFF. o ~ 20' l 40' 60' i SCALE: 1"=20' C ISSUED FOR CONSTRUCTION 17JUL09 B ISSUED FOR BID 12JUN09 A ISSUED FOR PERMIT 19MAV09 NO. REVISION DATE BY - ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON SITE PLAN (3 OF 3) SCALE: 1"=20. DATE I tiWG. NO. DRAWN BY: owe 12MAR09 CHECKED: wv 09JUN09 D 022091P APPROVED: GT 11JUN09 lS~EET # 004 eUENT INTERNATIONAL PAPER Il\ASO\I MILL WATER SUPPLY ~fOO'ITPCr 801 42ND ST. SPRINGFIELD. REV. C REV. DATE TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD DVJG - DO NOT EDIT MANUALLY CAD NO: 02209-IP-002-C .,/" -...... ... 31' 6" 27' 6" . , ... -...... '. .... "'-4 .: ......' A'-' 4.,' 4 ~. ..,.. ......... . ~ ~, .. 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SCALE: 1/2. =1'-0. DATE DWG. . NO~ . i DRAWN BY: owe 12MAR09 CHECKED: WV 09JUN09 ~PPROVED: GT 11 JUN09 WENT Il\ASGJ MILL WATER' SUPPLY ,..~~ 801 42ND ST, SPRINGAELO, OREGON, OJ of 25 (.)(l~ <t 3/4"~ RUNGS' SIDE RAIL TY~ /3/16 V 7" ~ -MIN - ~t ~~ L2 1/2x2 1/2x1/ 4 _____ '" '~' ......... ' /~ CLIP OUTSTANDING / /' LEG AT 45- /' PL 1/4x3xO'-3" w/13/16"~ X HOLE FOR 3/4"~E EV>P _;I' ~ - -- ANCHOR FOR CONC -y -- & 3/4"~ BOLT FOR 1 3/4" STEEL __ .= SIDE RAIL SUPPORT. SIDE RAIL BAR 2 1/2 ~- 3/4" MIN 2" RADIUS - - . 13/16D_ HOLE FO~ . 3/4 n 0 EPOXY SEr:...n"'" ANCHOR W/4" EMBED. ~ AND 3" THO PROJ. /' ~ ALLOW FOR 1 1/2":1: GROUT @ CONC l II 3/8" MIN - ~I r il- I 1/8" BAR OR L -------=::t ... . BAR SIDE RAIL BASE, TYP. LADDER DET. ~~J~~~D=1' _OD ~ TYP. LADDER DET. DETAIL (2\ SCALE: 1/2D=1'-OD ~ TYP. LADDER Dt: J . DETAIL (3\ SCALE: 1/2"=1'-0" ~ SITE PLAN JUL 2 8 2009 d~ ", "..~..._~.._....._.,.,... 17JUL09 owe 12JUN09 owe NO. REVISION DATE BY BRESHEARStrHORNTON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P,O, 370. Aurora. OR 97002 Ph:(503) 678-2434 Fax:(503) 678-5683 C~AD DWG - DO NOT EDIT MANUALLY TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 02209-IP-0 10-8 INTERNATIONAL PAPER SPRINGFIELD, OREGON TYPICAL DETAILS SCAlE: 1/2" = 1. -0" I DATE DWG. NO. DRAWN BY: OWC 12MAR09 CHECKED: .0 022091P APPROVED: SHEt.1 # 010 CUENT INTERNATIONAL PAPER [NSGJ MILL WATER SUPPLY ~~ 801 42NO ST. SPRINGFIELD. OREG~N. 97478 i Date Received: to of 25 par>' JUL 222009 REV. S REV. DATE I ~ GROUND CONNECITON AND DETAIL TABLE: TYPE DESCRIPTION G2 GROUND PLATE LUG CONNECTION G3 TRANSFORMER GROUNDING G4 CONDUCTOR TO COLUMN CONNECTION G5 PIG TAIL STUB-UP THRU FLOOR G10 GROUND LUG G12 CONDUCTOR TO GROUND ROD CONNECTON G22 GROUND PLATE MOUNTING DETAIL MILL SID DETAIL DWG. U /N 16450-02.DD-A (G2, 450.02) 16450-03.DD-A (G3, 450.03) 16450-04.DD-A (G4, 450.04) 16450-05.DD-A (G5, 450.05) 16450-1 O.DD- A (G10, 450.10) 16450-12.DD-A (G12, 450.12) 16450-22.DD-A (G22, 450.22) -G14 . ~o-~s: .G14 . G1~ 11. ALL GROUND CONDUCTORS TO BE BARE SOFT STRANDED COPPER. MINIIMUM BURIAL DEPTH OF 1'-6" BELOW FINISHED GRADE AND HAVE A 6" MINIMUM SOIL SEP ARA TlON BELOW CONCRETE OF ROCK FILL 2. PROVIDE 6'-0" OF GROUND CONDUCTOR PIGTAIL ABOVE GRADE OR FLOOR ELEVATION TO ALLOW FOR CONNECTION TO STRUCTURAL STEEL OR EQUIPMENT. ;s. GROUND RODS TO BE f- X 10'-0" LONG, COPP~ARTH UNTIL TOP OF ROD IS 1'-6" BELOW TOP OF FINISH GRADE.~ ... ~;t FOUNDA TlON CONTRACTOR TO COORDINATE INST ALLA TlON OF GROUND CONDUCTORS J;~ND CONDUIT SLEEVES (1" SCHEDULE 80 PVC CONDUIT) PRIOR TO FOUNDATION liNSTALLATlON (SID 16450-05.DD). FOUNDATION CONTRACTOR TO LEAVE ALL PIGTAILS J,..'.,'BOVE GRADE ~R CLEARLY MARKED WITH STAKES OR COLORED TAPE. ALL CONDUIT WITH ~F~OUND CABLE TERMINATION. Ii WHERE GROUND CON~S ARE RUN ABOVE GRADE THEY SHALL BE SUPPORTED WITHOUT SAG AT INTERVALS OF NOT MORE THAN 2'-6" HORIZ. AND 4' _0" VERTICALLY. (;ROUND CONDUCTOR SHALL BE ROUTED' IN CONDUIT WHERE NOT PROTECTED FROM PHYSICAL DAMAGE. METAL CONDUIT SHALL BE BONDED AT BOTH ENDS. E>. ALL GROUND CONNECTIONS TO BE COMPRESSION TYPE UNLESS NOTED. (SEE MILL SID. DETAILS) ~4> 7. BOND #4/0 GROUND CONDUCTOR TO GROUND BAR PER MILL STD. 16450-22.DO 8. CONNECT GROUND GRID TO FOUNDATION REBAR AT 20'-0" INTERVALS AROUND PERIMETER OF FOUNDATION. ~}. SEE ELECTRICAL PLANS FOR ALL ELECTRICAL DETAILS. / #4/0 BARE COPPER WIRE TO GROUND PLATE G22 @ +18' .~~ .G14 . , G1~ laGEND: BURIED GROUND CONDUCTOR (SIZE INDICA ItO ON DWGS & DETAILS) ABOVE GRADE GROUND CONDUCTOR (SIZE INDICA Il:.U ON DWGS & DETAilS) ~f GROUND CONDUCTOR CONNECTION DENOTES GROUND DETAIL, SEE TABLE GROUNDING PLAN DETAIL m SCALE; 1/4>>=1'-0>> .~ :,... ~g) GROUND PIGTAIL FOR FUTURE USE CAD DWG - DO NOT EDIT MANUAllY TIME: HH:MMAM PLOT DATE: xx/xx/xx CAD NO: 0220Q-IP-11 -B " I B ISSUED FOR CONSTRUCTION A ISSUED FOR BID 17JULOO owe 12JUN09 owe NO. REVISION DATE BY 3R=SHEARS~HOR~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 LAYOUT (GROUNDING SCALE: 1/4" = 1'-0" DATE DWG. NO. DRAWN BY: owe 04JUN09 CHECKED: . D 022091P APPROVED: SHEI:.l # 0 1 1 CUENT INTERNATIONAL PAPER I.'l'.4Srn MILL WATER SUPPLY ~ 801 42NO ST, SPRINGFIELD, OREG0t9afe7~eceivAd:- :,: ~ 1/ of 2.6 pace.s JUL 2 2 2009<; , l. > :~<' Final 'I , PLAN) REV, B REV, DATE 09JUN09 , , '472' ORDINARY , : N480Q.QO, , I HIGH, WATr::R ' , , , , , , , . , , , , , , , , , , , . , , . . . , , , , . . , , , , , , ,', , , , , , , , . , , . , , , , , . , , , , , , , , , , , , , , . , , , , , , " . , . . , , . , , ..""...... It:. CONTROLLED DENSITY FILL @ RADIUS I STATION 0+S1.t START CURVE I / / / STATION 0+75.39'. J I / I / I I END CURVE t I ~<o '}.. ~ ..../ ~ ~ ~ 2)( \~'O G\\~t--'{O\)~\) ') ~~CS\ '0 ~~ ~ ~ I I- @ i:! .::::> OJ -q:; ts' o ii? OJ / / N4700.00' , , , , , . . , , . , . , , . , "/:.----/, , . . ':. , . , . , , , , . . . . , . . , , . . , , . . , , , , , . , , . , . . , . , ': ' , ~ ' ,/' -- / 1 / ~ ::>/ ~I FE N 52 ~I o I- ~ ~, '::f OJ -q:; ts 9 fij \~o ~ G\\~t--'{O\)~\)') ~ ~~.'S\ ?> ~ \~ ~ . ~ ~ ~ &cCO'=' START CURVE / I / I ST A TlON3+04.83'/ END CURVE J \)~<(, ~~i O<i ~G'(\\ 0- 0' 0- 0, N t") , lJj, 0' 0, 0' 0, I"") t") - lJj, CAD DWG - DO NOT EDIT MANUAllY N4600.00' " .. .. .. .. .. .or .. .. .. .. .. .. .. .. .. .. .. .. " o I 0' 0' d- o, ....... t"), lJj, TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 02209-IP-022-D 20' 60' 80' I 100' j 40' . I SCALE: 1 u=40! o ISSUED FOR CONSTRUCTION C ISSUEDFORBID B ISSUED FOR PERMIT A FOR CONCEPTUAl REVIEW ONLY 17JUL09 owe 12JUN09 'Dwe 19MAY09 Dwe 28APR09 · owe NO. REVISION DATE BY BRESHEARSITf-ORNTO" ENGINEERING CONSULTANTS, 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) I SCALE: 1" = 20' DATE DWG. NO. REV. o DRAWN BY: owe 12MAR09 REY, DATE CHECKED: wv 09JUN09 ' D022091P 28APR09 'APPROVED: GT 11JUN09 ",SHEt.1 # 022 CUENT INTERNATIONAL PAPER IJ\AS(}J MILL WATER SUPPLY \I"'\~t' R ,- iVEdo 1:: ~ 801 42ND ST. SPRINGAELD. OREGON. 9W18 e ece... ..... ! JUL 2 2 2009,. ::.~{ /2 of 2J? p113CS Final Submittal ti~.~ I . , .., . , , , '~,,~~..j \)~'t.. ,.,...'.., f::""" ..... g. ~o' 0' o~G~ ~ Q. ~ .sp ~. (5 W, i;f / i r ~ ~ ~ 'S:./ CJ ~ ~ ~ ~ I I b O' o' 0, ('.I, I"") w, b' 0' 0' 0, tt"), I"") w, /" ~ \ .;(\ .~ .o~ e <2 7fl~~ /; . ~ lQ ~ ~,~.~ , (9 ~~ (9-s. , .". .N:4~O,O..og , . , . , , , . I I: STATION 7 + 26.59' PIPE SUPPORT I ~ I ~ '--- 492 N420.0.pQ', , , , , , . , . . , . , , START CURVE " ~. J / //. ~~'~9~ / / /" STATION 9+85.55' END CURVE t , , , !'J ~ 1 QO: qo: , , , . , , . , , , , . . . .. -. . I ~~ (~~ <1:~asr>> '~.> ~a ')'}'. ? ~ P: , ~ . . . .. ... \ . . .:. WING 024 FOR CONTINUATION SEE ORA 9 EXISITNG ~ONCRETE BRqW LOG. . ......... DO NOT EDIT MANUALLY CAD DWG - , ~4:5~q.qo, , , ~4~90:o.o, , . . ~ -r, ~ ~ . .N~~09.9q , . ~ , ~4~<?0:O,o, , , , / o ~ TIME: HH:MMAM DATE- XX/XX/XX PLOT. 0 . 02209-IP-023- CAD NO. PLAN 20' J 60' I 80' ~ lOa' J 40' t SCALE: 1"=20' o ISSUED FOR CONSTRUCTION C ISSUED FOR BID B ISSUED FOR PERMIT REVIEW ONt Y A FOR CONCEPTUAl ' REVISION ...... Ill- OR '.ITON B :)ESHEARS S Ltd "' EERING CONSUL T AN~ Ph'(503) 678-2434 ENGIN 'ra. OR 9700" . o 370 Aura , 21268 Hwy 99E, P.' . Fa~:(503) 678-5683 AL PAPER INTERNATION OREGON SPRINGFIELD, NO PIPING R WATER UNDERGROU. DWG. NO. RIVE DATE SCAlE: 1" = 20' 12MAR09 D 022091P DRAWN BY: DWC 09JUN09 , SHEt.1 # 023 EeKED: wv ~1JUN09. 'R . d' :PROVED: GT INTERN,lI;t:ION~~PL~AP6ate Receive . aJENT MILL v>>.~:A~LD. d~N. :?l47~ Z _ LJIASCJ'4 801 42ND ST. SPR j, , " . ,JU L ~3 of 2'5 p(){,C-S FlnalSUbmittal~ '" 17JUL09 owe 12JUNOO Dwe 19MAY09 owe 28APR09 owe NO. DATE BY (2 OF 4) REV. D REV. DATE 28APR09 1 , SEE DRAWING 023 FOR CONTINUATION \ 0' 0, d, 0, ........ ti), w. O' o. d. 0, co ti), w. 0' 0' d' 0, 1.0, ti) W' O' 0, ~491 .......' ti) , w --------- \- ~: ) :, ~ ~ /~ AC){) ~ ---- ROADWA Y ---- ----- , , : N40~0:O~. , . . ------ . , ------ . . " , .. .. .. .. . , ' . , , . , , N400~O.,0? , , . , , , . . . . , STATION 10+94.93 PIPE CROSSING -------:-- l I , I I I ~ - /'" C , N3900.00. , , . , . , I I I I , J / / ~ / , I I 1 I , ~-\j .----: --- / - - - ... - \ ;-- J~ I........:..........., o . . .. ...:..... \ I . '*\" . . : \ STATION 13+06.41' END CURVE I / / / / X' ,,' .': . . . . . .:. , . . , . . , . . . . , ... .~ ? \ : 'f1. , , N38~0:0~, , . . , , , N380.0..0~ , , , , . , , , , , , /..... , ,'" , , , 'i-J , " ' , , , Pf $' . " .. .. .. . .. .. .. .. .. .. .. .. / / / / I / / / \ / / / ~ FINAL S:TE PLAN JUL 2 8 2009 ffft :C1 \ () C ISSUED FOR CONSTRUCTION B ISSUED FOR BID A ISSUED FOR PERMIT RE\ilSlON _ ITI- ORNTON BR =S~E;~~~NSUL::O~~Sp~~503) 678-2434 ENG 70 Aurora, OR 21268 Hwy 99E, P.O. 3Fa~:(503) 678-5683 AL PAPER INTERNATION OREGON SPRINGFIEL8lJND PIPING WATER UNDERGR owl;: NO. RIVER DATE SCALE: 1. = 20' 12MAR09 . D 022091P WN BY:. OWC 09JUN09 . SHEtJ # 024 DR!( WV JUN09 CHECKED: 11 L P APtR · APPROVED: GT INTERNAT1&N~PPLY VA-a Receivep: · CUENT MIll. WA ELD OREGON,. 9 ut.n SPRINGA, , 9 IlI.lSC}l 801 42ND sr. JUl 2 2 200 ~ 14 of2 z6fX1-1es . c::1'r FilJt:i1 $yt>ffiatttaL" . ' . . 12JUN09 owe 19MAY09 owe :----- DATE BY NO, J? ~ j..... , , , , , . '- , , 0, N3700.00, . , 0, , d".., . '0' ........' ti), w 0, o , , '0'..:-' 0' ......., !It) ...u ' o. o , '0' , .' 0' ti), rt) w' 0, o , . , '0" , . 0' N, rt) W. , , , N3~O,O.,O? , , , , , , , , , , . I (~ RAWlNG 025 FOR CONTINUATION SEE D "" \ ~ (3 OF 4) REV. C REV. DATE 9 HH'MMAM TIME: . DATE- XX/XX/XX PLOT. ~C 09-,IP-024 CAD NO: 022 1 DO NOT EDIT MANUALLY CAD DWG - , 0- o. ci. o "I' I"") . w. 0- o. ci. o 1"")' I"") , w. II ~ / INV. EL.484'-: 5' II ~ ~ . ~,~= =======:=============-==_: A . /. .~ _ _ _ _ _ _ ~=1/~~ EXISTINlJ.1.4..: STEEL _ ~ .{ ... -.--------.----------.----,1, 8' S.S. INV. ~ EL.486'-6 1/2~ II -I W W W f- Z (I) I-t ~ -I (X) a.. a2 ....: ~ (\J ...... / I NO, 3 RECqVERY BOILER./ BLOW DOWN TANK . . I ,FOR DEMINERALIZER PIPING THROUGH BUILDING SEE DRA WING KRP-40- D , =€) // // // ~h No.4 RECOVERY BOILER No.3 RECOVERY BOILER o' o. ci. o ...,... I"") . w. NO. 3 RECOVERY BOILER BLO'W DOWN TANK : I; ~h\--- ~I .......... ..... ............ .......................... j I: I / \ FOR CONTINUATION SEE DRAWING 024 t \/ r '-- ~ PO'WER BOILER r ~ z <( I-- -l W (J) W o /\ ~ &/ If /l.J ~/:::J ~/!:!.J f;~ / j 6" ~t:fLUE~~ {.FRP) __ INV. EL.484.50' (REF. ) \ ( --6L-~-51tr) MANH~ RIM EL. 489.59' . ,~ '" Q-rt." \\-- .., ..., I N3522.22 E3417.00 6" DOMESTIC SEWER I. E. 484.7' I .. .. .. .. .. to .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ~ -r-I'..... . . .,.......... ... . 0' / 0 0 o. r . <: 8'-EAG-524 ) ~ ~: : + LLJ: N3500.00' . . :, i' '- ......::...... - . . . - . . . . . . '. ' , , . . , . . . , . . , . , . - . . - . - . -. .. - - . , - . - - , , , . - - . - , - ~- . C:~TI-2> -, , EXISTING -^-<TI-7) r ': - ~.. ,7 I DEMINERLIZER' \. / SUMP /: / DEMINERALIZING SYSTEM I. -...J ;~ -~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ) COMPRESSOR ,BUIL10ING / ~~ /'J 6 C!) - .l.U-- (Y) ill - . . -N9400' 1 ~', ' ~ , c [J [J ELECTRICAL SUBSTATION - tJ EXIST. 36" (6 MILL WATER UNE ~ II J ~ /' / - - -. , . - - - - - - - - , - . . - - . - . - - . /- . . - . . . . . - . . . - - . . . . . .1 / . . I . - / . / / PIPE CROSSING- I .1 -+ \ \ \' / I 1 \ o o. ci. o. ....... 1"")- w_ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... .. .. .. .. .. .. .. .. . .. (2) -EXIST.I 36' FIRE VI A TltR FEE)) LINE:S N3600.00' c .~ == == == == =ji8' DIAM. 'WOOD STAVE I: INV. EL.482.5' ,- . . , - . . , - . . . - , . - - . - . - - - . . - . . . . . . - . . . . . I: . '4 it 'GAS LINt - , . . . . . . . . I, EL.4B6,5' \ I- ~ - - - - D I: < - - \-- ':=-===-====---==-=-==-============t . I STATION 16+35.1-9' PIPE CROSSING I , \ t: A,\ \ ~ I I UJ)\ ~ I I-t. W I O! I ",e';;I\\/ ,/~I I. ~'ll~! ~_I_ ' \ \ . ~I I V .1 // I t I \ Y /::/ I~: :/ W\ / ~: ~'I / \" \ :: \ ~ I \ \ _ -I . \ - Jf - OUTFALL TO LOG POND '- N3500.00' N3400.00' ----- N3300.00' o' o. 0 b o. 0 o' 0- ci- ci' 0- 0- o. o. 0- o. .q- I I lO. ~- ~, I"") . I"") W I ~ W W w. II / / / / / / C) - 0 .No.4 TURBINE ---I . GENERA TOR m m w 3: w 8" FIRE AF 'PROX. INV. EL.- 4'33'-4" (REF. ) ST A TlO~16+69.88 PIPE CROSSING I / STATION 16+79.59' PIPE CROSSING C. BASIN j RIM EL. 488.3r t( - 36"{6 CONCRETE FIRE UNE (ABANDON) L , - I . I l .J . . \ . . oil '~. i ~ - >,00 o..~ .~ , ") 'STATION 17+41.~6' I . \ : 36>> -45_ ELL. (DR 17) ---.....-. r~ " , , . . . . ,I_ . . . . ., ---! ~- t",,--> I- - ~ C. BASIN - RIM EL. 486.70' STATION 17+78.44' N3333.92' E3447.08' APPROX. TIE-IN POINT TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 02209-IP-025-C CAD! DWG - DO NOT EDIT MANUALLY PLAN o ~ 20' 40' 60' ~ SCALE: 1 "=20' 80' 100 I C ISSUED FOR CONSTRUCTION B ISSUED FOR BID A ISSUED FOR PERMIT NO. REVISION 17JUL09 OWC 12JUN09 owc 19MAY09 OWC DATE BY BRESHEARSITHORNTON ENGINEERING CONSULTANTS. 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 (4 OF 4) DWG. NO. REV. C REV. 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L4 STIFF @ 13'-9" (6)5"{6 PIPES ~ d a::: 5.00 3.00. ........ .............. ..... ..... ...... ..... ......... ....... ............... 465.00- -463.00 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. ., .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. T .. w . w . -l a.. ......a.. ->-->- 0...1-[)..1- 6~6~ a:::_o:::_ uu ou - <(- <( ::2: a.. :::E a.. a:::1<( ~ <( oUou wZwZ -l 0 ....J 0 '0.; I- 0..1- I to ',I..tO :r:.q-:t:.q- .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. '" .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. '" 8' -0" .......'...-8'=0" .... w . w . -l a.. -l a.. - >- - >- a.. I- 0...11- 6~ 6~ a::: _ a:::_ uu uu -<( -<( ::2: a.. ::2: a.. a:::' <( a::: <( AU 00 wZ wZ -l 0 -l10 a:: I- 0...1-- I to I ~_;;:C _~:r: - - .... ;107' -8" CROSSING SECTION SECTION ~ SCALE: 1 /8b =1' _Ob ~ PLAN JUL 2 8 2009 ~- o ISSUED FOR CONSTRUCTION C ISSUED FOR BID B ISSUED FOR PERMIT A FOR CONCEPTUAL REVIEW ONLY 11JUL09 OWC 12JUN09 owc 19MAY09 owe. 28APROO owe NO. REVISION DATE BY 3~=SH=ARsrrHORNTON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 97{)02 Ph:(503) 678-2434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON PIPE BRIDGE PLAN & ELEVATION JI SCALE: l/S" = 1'-0" , DRAWN BY: owe CHECKED: . YN APPROVED: GT 'CUENT INTERNATIONAL PAPER Il\1SGJ MILL WATER SUPPLY '. . Date Received: ~/<DJrICr 801 42ND ST, SPRtNGFlELO, OREGON, 97418 " · "" JUl 2 2 2009 17 of 25 pa~(S Final Submittal. d;;~ DATE 12MAR09 09JUN09 . D 022091P 11JUN09 . SHEt.1 # :028 DWG. NO. REV. D REV. DATE 28APR09 CAD DWG - DO NOT EDIT MANUALLY TIME: HH:MMAM PLOT DATE: xx/xx/xx CAD NO: 02209-IP-028-D J , , b b ~ 1 -,- 1 'I .. I": i.. .q- "Io~ I , o I~I'- I ~ , ! I- :::> _ 0 - a:: C\lC) = "I , "I 1 ~ o I ~ 6' -6" 3' -3" ~ , -I 2' - 0" -- l' -0" 1" xl' -8" SQ. PLA lE w / ... 17'"-!3." r (4)3/4"{6x2' -5" A.B. PROJ. ... -_._ "/. 5", EMB. 2'-0" w/1/4"x3" SQ. 8 1/2 PLAlE & NUT . ---- - ... " ,,"" - ~'"'''' - ,I"", I' < /" ,..'" """'" - - ~~) ." ..... IX) . , ~ i1 A"'-' 029. -~~ ~. PIPE SUPPORT ~~~~~;"=l'-DU Q) -- . CI oq' . 1/2" DBL PLA lE SADDLE 180. MATCH PIPE O.D. .1. T Ill. ci I :r: ~' I ~~ 1/ f~~/ II h-~ 4 A ^ ,'. ,. II - #5 @ 10" E. W. TYP. T &B ;.t <J. @ BOTTOM ,I I l~ I I " . -.. "J-' ... " . ' .&:n. I ':1 I I' " - . -" 111: :I.yt- I LI ': ,- . ~ '. '~ . .'/<1 Ll ':~:, :.'-- r- . . A" . < - A.",., ,4" . ,: 4 . . .A .J . .', . . ' .g "" r .. '. - . , " ... .. 114 CLOSED TIES @ 10" w/(2) ADDL. @ TOP (4)f15 VERT. w/STD. HOOK l I I :--Ll1 . T I'""f - l' ." , . .t . 404,- .II PIPE SUPPORT SECTION ('i\\ SCALE:1/Z"=l'-O" ~ 2" A ~ - ... 3/8" STIFF. TYP. (4) LOC. ~ ------1\ --~--- ~------~, \-~---~----- ----------~t-~I---------- '" 1/4) ~1/4 .i~ ~ 36" 9' SlEEL-PIPE ASTM A 572 '"" . GRADE 50 -1+ ~~1/Z" STIFF. PLATE -1-+ -t I-- (6) 5" {6 PIPES ~ ~ to o I ~, UNITSTRUT PIPE CLAMP 1 5/8" UNISTRUT L6x3 1/2"x5/16" LLV SHAPE Ll TO PIPE (4)3/4"(6 BOLTS 36"{6 PIPE 1 .. d "I. : ~ ,- - - - - - - - - ---1.- ...- -~ - - - - - - - - - o I"") -I .... ~ 1'1- --I t--.. ~ ;1.1-- ~~=> ~~:) -- .... I' ~ ~ :a ~ ~ I, 3; I -~ b--- ~ I .. --- ~ :: . ~= . ~ .q-. , ..q-~. ........... A v ~'^{ A-A 2 3/4" o 1 ;..... 4' -6" 2'-3" ~ - ~ I I I I I I I , - - , , . . . , . - , . . ,I, , . . , '1' , . , . '1' , . , . , , , , . . . . . . , . , . . , . , I I I I I I --I -I- I I I I 1 I . . . . , . , . , . , . . . .1. . . . . , , . . . . ,I, . . , . . . , . . . . . . , , . . . . . , . I , I I I I I I I~ PIPE ANCHOR ~;l~~;"=l'-O" ~ ~ (0 , " 1'0 I"") .q- I"") .. 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II! ::l 5' -4 1/2" 3' -1 1/2" -- l' -0" .... ... - 1'-5 1/4" ... --4. / L'L1 ~ o 0 <1 . - , .. .. . .. ... . /; . . ., ........." - - - - - . . , - . '0' . o. , . - .'. , . . . . . . . . . :/ I ~, A A l.o 1 :: d it o I ~ ~'r 0 . 1 ~ - ...- , I . ,en -' -T-~ "'-- i I ~ z n::E .. I ,i o 1 ~ , r , I o I n 1 , (0 T 2 - #8 w/STD HOOK WELDt:D TO EACH PILE r I ,-( ,-~ L '1(0 ~ - I I .~ (0 i- ~ :: AJ ~ ...., or- " , " " " , '" """":',' .. ~,- ";f;" t;_ ~ ' : " " " " .. ~ ~~ ~'r " Li o - & -' OA C\I I , , , I' ... 2' -0" . (4)7 /8" {6x2' -7" A.B. PROJ. 5", EMB. 2'-2" w/1/4"x3" SQ. PLATE & NUT - ..1'-0; I- 6" ~ - , 'H- ~ :: "I , PILE CAP SUPPORT DETAIL SCALE: 1/2"=1'-0" (0 I- :::> o I: Ct: "Ie> ~ ~ A .. " I"") .~ - "'-". ,It-....... ,- It) I I ~ .Jl 1/2" BASE PLATE / 3 1/2" ~ SEE DETAIL, - -;-: ... ~J.., .J:: -- :: T 1'0 . . :: A '"""" 1 .;..... ... I . ~L . '-' . TYP. BASE PLA TE DETAIL L " , '. - ""'-- ,1. ~ ~;:a ~'" ] "\. - ., - _ .-:.. - 115 CLOSED TIES 'b..::- @ 6" o.c. w/Z ADDL. @ TOP I ~(6)#8 VERTS. w/STD. HOOK . \ EQ. SPACED \ \. (7)/15 3-WAYS \ TYP. T&B "-ROTAlE TO CLEAR EDGE OF PILE CAP 1 -III I I f ,/ / / ,,_ (\", <1-.- ..... L..:- .r W -l a: W -l Cl.' --I'- --,L.- PILE CAP SECTION SCALE: 1/2"=1'-0" ~ PLAN , C ISSUED FOR CONSTRUCTION B ISSUED FOR BID A ISSUED FOR PERMIT 17 JUL09 owe 12JUN09 .owe 19MAY09 owe NO. REVISION DATE BY BRESH ::ARSITHO ~ ~TO \j 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 PIPE BRIDGE Dt.IAllS DWG, NO. REV. C REV, DATE TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 02209-IP-029-C SCALE: 3/4" = l' -0. DATE DRAWN BY: OWC 12MAR09 . CHECKED: WV 09JUN09 D 022091P APPROVED: GT 11JUN09 SHEt.'1 # :029 CUENT INTERNATIONAL PAPER [NSGJ MILL WATER SUPPLY DflJe R. · ~~ ;02: ;:::LD. ORE~UZ 2i:ed: ...,' '- FInal Submittal ~~ '.i" V....i..~.__,"- CADDWG - DO NOT EDIT MANUALLY 17' -4" ... 2' -0" .... ----- - 8" - ............c..... 7' -0" 7' -8" REMOVABLE 6' -8" l' -0" - .. .:l (4 )ADDL. #6 T&B -- 1 ~~~~ I ~ r---- I I I I I I .t-----, I I 1 I I I I ~./- -0 . ~ () -- .- -- --- - .- ----- ~ I I I , I I L--- / / , (2)ADDL. fI6 T&B TYP. AS SHOWN PULL BOX PLAN pETAIL ,~ SCALE: 1/2"=1'-0" ~ ~ (. ) -- (. ) / 1 /8" PLATE FLASHING 42"f/Jx2'-7" LG. SLEEVE w/1/2"x3" GROl)T RI~ 3 .......... 1 "'T NO SUPPORT -. 1 Co I r... :; o I Co 1 : tr.) I N b I I~' #6 @ 7 1/2" O.C. E~W. EA. fACE #6 DOWELS w /STD. HOOK.. @ 7 1/2" O.C. EA. FACE #6 @ 12" O.C. E. W. T&B 7' -3" ...... - PULL BOX SECTION SECTION (/i:'\ SCALE:1/2D=1'-OD ~ N " ~ mio REMOVABLE CONC. COVER . , '1 1 1 _ _" - ~ =:=-:::: :, ~~ :-:~,' ,:r~~::.:.. ',t ,.:~;<: ~::,:':',~'~':i .-j:~' ~ ~ ,>:.. " '..~ '. , ':' ,_ _ _ _ · ~,,:,:, "'t" ;' ,;:,]'4i,'~~ ,I :. . . .-'.:' ..: A .'. 4- <1:' ~ . : .. . ~. 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ALL AROUND ---- -- 36" f/JPIPE 1/2'x3'-O" S.S. HALF ROUND PIPE SEAT TYP. T&8 1 to I ...- 1 1 0 I N II r--------- ----------.'\ I ' . .~. ,'. .~;~: .:<< : ~ . -, ~ ~ ':. :.. . V CONDUIT DUCT BANK : ' :',d6,bbo"Cf',......... SEE TYP. DETAIL DWG 0026 I .'. . . .' . ."It..... ~: . 4. ,.:/ 36" PIPE :. :,;. : A. . : .' \; ,A' .: .' :.--- {6 _. . .' .' '.: . .J~ . , ':. . ~ . ~ I . ' '-: ~ ~, : ~ ,~,~; _____ SECOND CONC. POUR AFTER ..' ~. ;, ". ;7 '----' ----r-- PIPE PLACEMENT ~1.'~ : ,_ ',' ~', ,;~ I.__------FIRST CONC. POUR ~ ,t{;.:, \ ' ~. _~'.<,:.-~~ ~1/2'x3'-0. S.S. HALF ROUND , ~ ,I.,';." ':. ' , , '\ ~ " I //" PIPE SEAT TYP. T&B '.. ~ e. ~~. .. . i ': ..~:. ~ 1/ .. .'6.: .' . '...: ~ :. . 4~ .' .,,:; 4'. ,,~ ... i.. . . . . . . .... ~l . :."'!. ....~ .., '. .....: . ,.: ': .~. A: ,.,..It. ~ a:. t w '.' .. .J ;"'. Ix- .. . -. .4 ...~, ,- I : ;, :. . ..Il. . = A" " :_ :.. . . . .. ....:... ~ :. : ..:'.~ '. ' : WL. __.. - __ _.--'" ........ ~ - - - ~ '_ - ~ I ;:: ';: < ':",.' ::~.': .,i~" :,: ~ :::, i", ;:", ~.<, ',~,', ?'~ . '" 1 ~.... ..' ..Ii A.. '4'" ,',,,,,,,,,,,,,,.'/~Li' ~.r"",:,,"""".'" :.. " A . ..':'" .' .:.'. .' ." '. ' . '".~' 'r it'>' I it'> 11 3'-3 3/4" .... 6'-7 1/2" .... - v ~W A-A I :~V<<<<,~~/7/7L///7#/ 36"{6 HDPE RADIUS INSIDE CORNER OF SEA T, (BOTH SIDES) AND GRIND SMOOTHTYP. DETAIL SCALE: NO SCALE SUPPOK I OJ:: I AIL (2\ ~ PLAN F\N JUL 2 8 l009 ffiL- -v Tv v~- I I 3" ,., ~-'~ / ,I ~ ~ A , I' I. A 26 GA. SEAL .....J\- ,t --,-r-------.:--/\ ArACH TO .! \ II 'ixl+ =::,1: f \ \.:10 )0 ONLY ~ 1: t .'-, ~l . 'I; .r_~~__' ""'. ~1^'~ -..7+.. / ,I I , . - : .-/ . : JI - j: . ;;f !I= ,. ,., '...,. ,," "., ' ,'....:.,.. ." " .', '. -, · : ~,.~: ~..--: :- =- ,~, , . '9 j II ;;.., . !" ' , -' ..,.. r, p' !.~ ?o.:.J - . ,~I ,. " " .... .'..' . ,',' :,: ~:, ,',; '_: ',;t.~'"", '~"', ,:.:, ...::- :-.';:." "..,.'. ~-III:.... 8r-' '~<< ' 'C12x20.7'(FSf~'- ~' ~r-:;, : I ' C12x20.7 / ,C12x20.7 \ "..- '. U 1t1/2DX1a: SUPPORT w/' · ." ' ' I \..:.~~'_ ~A-SIU.H A325 BOLTS ,.:...._~ , ~ , . \ ~ l~_.-------, rL==::;:;;====':='= 2'-10 1/2D --.. ---.-------..- ---------------- ---- -- , I ., , ' --- __ ...... ~ . . .A. , ~ ~ . . . I. "-- ,j" :',,'~ - .. - -:-~ .r:- ..4 ~ ~ ~ C ..' '~. '~~, " :':..', i :'~, :::::,... ~ _ ____ ~_ ~?)_ _~:~- _________________ ~ L~ ~ ~ ';/::~:~ .~::~ ~:.~- I __- =-- ..: ::;:::; ='-=:zf -.. ~ .. .- ...J ... ~.:. . . : .. : : ~~. ':-: .~. . !t:... .~:.. ..... :0 '" . ~ , " :, ' ,~', ':.~ ~~ ': :... ~'" >, ,~:' '.' ~:,:"~: ~~': '.~ ,,: ".;, , "~ ::: ~., . ~ '~:~ > '~,,' ':,~~ ,: ~ ::4 \" :: ~ ~'-r, \:: ~~ !. a j1 .:'" . r". ':' ." A' ," ,,' . ' . A .,. ..A , A -..' '1 r .. 6 ." ..' .. ..,.:- ',.' " ,. " ,. -:i ' ", . ", ',.L ,... ,~ '.'. ,',":, '..' '..,' " .,.., ,."; '. 36"16 STEEL~ ~ A --.-..'..... ASTM A 572 GRADE 50 17JUL09 WFV C ISSUED FOR CONSTRUCTION B ISSUED FOR BID A ISSUED FOR PERMIT 12JUN09 OWC. 19MAY09 OWC DATE BY NO. REVISION 3 ~ =.SHEARSITHO _~NTON ENGINEERING CONSULTANTS, Ltd. 21268 Hwy 99E, P.O. 370, Aurora, OR 91002 Ph:(503) 678-2434 Fax:(503) 678-5683 INTERNATIONAL PAPER SPRINGFIELD, OREGON PULL BOX PLAN AND DETAILS SCALE: 1/2" = 1'-0" 'DATE DWG. NO. DRAWN BY: DWC 12MAR09 CHECKED: WV 09JUN09 0 02209' P APPROVED: GT 11JUN09 SH Et.1 # 030 CUENT INTERNATIONAL PAPER ~ MILL WATER SUPPLY ~ 801 42ND ST, SPRINGFIELD, OREGON, 97478 REV. C REV. DAlf TIME: HH:MMAM PLOT DATE: XX/XX/XX CAD NO: 02209-IP-030-C CAD DWG - DO NOT EDIT MANUALLY j 1ilf..25p2-J6. . Date Received: JUl 2 2 2009 b?L I 1: It o 0 I 1 r.cl ~ -. ~ a I f.o I"") , :; j o I .. ('\11 l: Ct I C) N DRAWING NO. o I ~ A oLLJ I~ 00C> (:) t .. ~ 'j .. fX) I <0 ;r I .. ~ ~ ~ l' _ou i- 35' _4lt - 21'-4U 14' -0" l' _9" - :: s: .q- .q- I f N ~ - .... l' -0" .. ~OUN)ATION :>L,f\\I,- ,MCC 3_)G, --RANS.:-O=<v1~R & G:N~~ATO~ SLA3S SCALE: 1/4ft = f - 0" REFERENCE 19' _4tt 1 t -0" . .....; 5' -8" 6' _7" 'iL- 5' -7" - 1 J -0" ~ ~ % ~ % % ~ ~- % ~ % ~ % % ~ ~///////~(//~ ~//////////////////////////////I dr'----- --------'-y , ....... I I I I I I I I I I I I I I I sit TYP GENERATOR FUEL CONTAINMENT ~ 1 '_7ft ~.,."..~ 1 I I I , I I r-'..c. t I I I FOR MCC BASE SEE STD OWG 16450-24.DO-A. --::- --- Co I ir.J ........ !!. -.., 'LJ ~ \(~ 8'-0" GATE ,.. 1" -0" 16' _0" 3' -4" 2' _oft .1: .. ... 12' -0" M.O. :: o I .. ~ .. v I rr:. .. t- o 0 I I co '0 ~ N .. 1: V I ~ , :: o , .. ~ <0 J. a I r.o C'\I .. I r- l = co" - #6 @ 12" MAX OC / EA WAY TOP & BOT , r. \V 11I1::::j \11:=1111 . ~ ~ .. --' NO .<l ... ~ .. --' ~(J ~~/4" (-) GRAVEL ~ ~AFT FOVNQATION REIN ::-ORCING V SCALE: 1/2" = l' - 0" <00.. ,,' ~ N '0 I 10 "I I e -~ in ~~ , I ,==t #5 @ 48" MAX OC IN HORtZ BOND BEAMS SEE BLOG ELEVATIONS ~~rl #5@24ftMAXOCVERTICALLY : SEE BLOG ELEVATIONS , ; '- 8" SOLID GROUTED eMU WALL ,..." 1&4- 1 ; ,:a IIIl (0 " , =--------,.. ::~ .,: '. -SEE DET lJ118'" / I I ~ :: a:: ('S...J u $: ct: n--' U eMU WALL CONN TO =-OUNDA Tl0N .:- ..... 1IIS\ll:::j11l .. oc- 00, SCALE: 1/21t = l' - 0" PL 3/4 X 12 X 12 WITH 2tt DIA VENT HOLE AT CEN TER OF PLATE 0:> .. \ . . . .:: . . \ ..' L3/4" (-) GRAVEL \ - t128\.......2..., EMBED,FOR. ,,,,~/\~qPY, C,9.~LJ~~S , V SCALE: 1 It = 1 f - 0" "- ~~~ __ C.L. (2) 3/4" DIA X 8'. ----- NELSON WELD STUDS AT a" GAGE EA WAY 8" (4 STUDS PER PLATE) ," . I I, ,- " REF REV NO. NO. II BY DATE REVISIONS - I I Ii I I ~~ ~ DRAWING NO. , " , I REFERENCE ,,- ,I .4 I" ...., ,_, -, o o C 8 A . REV NO. PETE 7 /21/09 RELEASED FOR CONSTRUCTION PETE_lj12/o9 MISCELLANEOUS REVISIONS PETE 12/5/08 ISSUED FOR BIDDING PURPOSES ONLY PETE 8/8/08 ADDED DOUBLE DOOR PETE ~(08 ISSUEq,FOR IN~q~MATION O,~L'f BY DATE REVISIONS ,J , ..-. I.i." 1.1"" .., ,....--B-. . II.' RENEWS 12-31-10 #6 @ 12" MAX DC EA WAY TOP & BOT- 6n #6 @ 1 2" MAX DC EA WAY TOP & BOT- ~ :r --~---------------------- -q:.---e> ~~J~~D I ...... I .--- B FT TALL CHAIN LINK I ~ FENCE (TYPICAL) ____.J : I I I I I I I I I -----.1 I I I I : ~ d 'r/////4~//////////////////////d/////////;:"~/////////~ % ~ ~ l: ~ 1 ~ ~ \ 4'-4" 9'-7" I /, _~ . ~ I REMOVABLE c ~ J() ~ JAMB ( ~ a~ ~ .SWITCH GEAR ~ ~ PAQ ~ % ....... ~ ~ ~ ~ ~ ~ h % ~ ;% ~ ~ % ,,~ . V//~ :: i / ~:: ~O::~U::S . -rt/ ~ , i ."., .. .An:: .. ...J NU ~ .q- ~ . \V V!.) o a::: ; 0:;: I ~--,Nd N () ? 41 .:; 41 a I N ..? ? " ..~... t .. : Co, .. a::: .. ...J 1"1(.) l, = nJ, { , , ~ 3~4" (-; GRAVEL ')0 l4 X3 1/2 X 1/4 WITH 1/2 X 3 NELSON STUDS AT 18" MAX DC AND eU MAX FROM EA END OF EA PIECE ;- #4 @ 1211 MAX OC EACH WAY ..... ',' I L \:..J ~ J: Net:: '--, "-0 ..? ~ l. \ 1 I L3/4tt (-) GRAVEL ~"CONTAINMEi"-~" QlJ.R,3.., - SCALE: 1/2" = l' *- 0" ~.. SWITCH GEA~ -:JA) . "II ,. 01,1,'.' .., ....,." I.',,, SCALE : 1/2" = l' - 0" ",,,,- '.--..". 'f.. ..--.." I"~,',.,',I~""'" "", ....., '" .,." '''"I" .h;.",.,,~,j'lI" ",,- """,.-,."",..."",,,,,,,,,-,,,,,,,, .,.1'''''' . c. c. PetersOl1 Engineering II, 1""""", 0., ,I "1l1 .1' '"L ," III I I,ll,., Consultiner Engineers 2644 N.E!. 26th Ave Portland, O~egon 97212 Phone (50.9) 287-5532 Fax (503)282-7226 A Weyei1aeuser , CCP JOB NO. 08-128 Weyelhaeuser . Ccmtainerboard Manufacturing. Springfield. Oregon ~"bRAwN BY: PETE' 08-05-08 -, .CHECKED BY: . APPROVED BY: ~SCAlE: AS NOTED DATE . ,~J,.i ,,' ,. ......L.I.". '.1.' "',", '".''' <, ,.,,, . . __.'&-,l".,,,,_"" I, ._ -", I " FINAL SITE PLA,\j JUL 2 8 2009 /I,'/: C/ "":""..-"",,,,",,,""""'-~ Released For Construction July 21, 2009 RIVER VATER INTAKE PROJECT MCC BLDG ~ EQUIPMENT FOUNDATIONS FOUNDATION PLAN AND DETAILS FfLE:"'KGS":2'62"': ]).~O DRAWING NO. SHEET REV; KGS-262- D 1 OF 1 0; oil , ..j Dat~ ReceIVed: JUl 2 2 1" ~ 1~~\I ;;(/i{.,.,... ' . ., t .. 20 of 2'5 ptJ.6cS '- :: o t .. ~ (X) J ~ t s: 0000 I 1 I (0 -:q. ~ ~ ~ b J 10 t") o I ':q. '0 I ';q. t = o 0 I I b ';q. N J: o I "'.q- a \ ;r 1. -0" ~~ 00 I ':.q. I: o t .. -r- 1148\ ~ ~~ 2 1/2" C.L 3/4" DIA A325 BOLTS- 21'-4" 19' _4" 6' _5" 6' -6" GUTTER '\ [J----- I I K.B. t I. I~ I W8X24 8-24 tJ1 ..- ..- x <<> () , I I W8X18 8-23 ~I.O NN xl ~CD TRANSFORM~R CANOPY W8X18 8-22 I :~ e~ I [J !f52\f1m ~~ ....... . ....... ....... C4X~5.4 C4X:5.4 (;) z (5 :::! :J co U o ~ ~ C'\I- XV cot 3=0) ~ C'lr- XV col ;=m C4X:5.4 r-_ "Iv x, ~m ~ C4X:5.4 ........ ....... ff51\tf46\ ~~ 4' -fin 4 f -0" 4' _0" 21'-4" @ 6' -5" ~ LO - ---~[J ...... K.B. J ail ~I t l' -0.. ,..~ ~ ~ 0...;.........-- K.B. ~ W8X24 ....J B- 34 ..-- X 00 o -q-lO NN X, ~m .. W8X1B 8-21 I a!l ~I I [) >- a.. o z <C ro~ (.) CON ..- t"') ~ -c-...,., X, 0 ~ I ~CO ~ ~OJ ct: W Z w ~ ----0 K.B. I .1 ~I I C8X11.5 CON '-,..., Xi ~m ~ I I I I I I I I ~tf') 0::: ~ t"') I I~ 00 I I '5 3:00 0 C8X 11.5 ~ "~ K.8. n--,-- WBX24 8-34 ~ ," C4X5.4 C4X5.4 or- Nor- XV (()l ;=co C4X5.4 C4X5.4 GUTTER 4 f -0>> 4' -8" f -0" 4' _0" "0 I I ~I <0 ~t K.8. I - ~- - -~ .".."..,.~~ 4' .....0" 4' _0" . ' 14' _0" , . ~OO:- F~A\I1 \JG :)_A\J SCALE: 1/4" = l' - 0" 1'-0" ~ . METAL ROOFING SEE SPECS PL 3/8 X 4 X 0'-5 1/2"~ / ::w ~ L! u ~ I ~..l..~L IJ -'- l..___ RAKE TRIM , ~ ,~.. J!lB ~ · RAKE CHANNEL \. WB---'- .<"'. W8 I"') .. N " or- N (f41\ ,W8 TO W8 CONNECTIOI\ 8 SCALE: 3/4" = l' - 0" DRAWlNG NO. REFERENCE f I,ll \. ~?[ DRAWING NO. .3 1/2" .....-4... 1'-:..0" . J C.L. 3/4" DIA A325 BOLTS- :L ~/8_ X 4-':' 0'-5 1/2"\ , ----- . _+ I :-_ ~_-~ 0~-~1 ';.., , - -~.;, ' ~ "-. ~ C\t WB 1 ' -0" METAL ROOFING SEE SPECS GUTTER RAKE CHANNEL tfl.2\,. C8 TO W8 CONN ~CTIO\j U SCALE: 3/4" = l' - On REFERENCE I o , <0 '0 I to It o I .. ...- .. o I (0 t o I b "I b , .. ...- '0 I ~ "'"" 1 ' _0" 21 J _4" l' _0" I I J I I I I REMOVABLE SHEET~.X. METAL INFILL , REMOVABLE / , TRANSOM ' ,3-0 7-0 DOOR 3' _0" TYP :: o · 10 o~ -q- " o ...- X to IX to tf) I- VI ~ i~ ~'~ e BUILD NG ELEVATION SCALE: 1/4" = l' - 0" 21 '-4'~ 19' _4ft 1 '-0" 1 t -011 (METAL ROOFING SEE SPECS - wax 18 - - T - - '~ ~t~', ;;~ lYp) 1/4 v y ".q- -c- .b~'/: r ex) :: I 0 ':.:r ' .q- ~ o 'C""" I co C\I -c- 3'-0" TYP o ..... I N .q- " .q- " r- X to X ~ 1 '~ lYP/1/4V "'. 1-r or- X to X '(0 (/)1 f- rr t~ ~ tf38\. . :3U1,-) 'JG ~ -:::y ATI q'J V SCALE ~ 1/4" = l' - 0" @ ,- -, I , II REF . REV NO. ~ NO. BY DATE REVISIONS o E D C B A I." "I., : REV , NO. .., PETE PETE PETE PETE PETE PETE BY 7 5/8" ._ 9" 4 1/2" - .1- C.L (2) 3/4" DIA A325 BOLTS AT 3 1/2" GAGE (4 BOLTS PER CONN) ~ " T""" r- . =::::::....'. ......... ",.,..,..j C.L. (2) 3/4" DIA A307 ALL :RD ! AT 5 1/2' GAGE (FOUR BOLTS PER CONN2 EMBED 5ft AND SECURE WITH "HllIT' HIT HY-150 ADHESIVE (OR AN APPROVED EQUAL) BOLTS MAY NEED TO BE INSTALLED PRIOR TO STEEL ERECTION DUE TO DRILLING ACCESS cr'" 1!.B I :~ <- 0"'1 ~'PL1/2 x 6 1/2 X 1'-0" I I ' W.P. I I I I I TS6 X 6 X 1/4 COLUMN --LJ~ l' -0" {METAL ROOFING SEE SPECS '- ;: o I .. 't""' ~ TiP/ '1/4 V .. '0 I o , C'\I .. v- ..- '0 I JV " r- X <0 X to ~ .. ~ ;... TYP/1/4 V ..... ~' n' 14t-O" l' _ct. METAL ROOFING W.P. TOP o~ SEE SPECS. \ STEEL i' \ I , ,..:~ -d:c:.t- _ _~ L ~\(24 - I -.=-~' ~ t- -~'& 1~, I$~~ ,t? ," \; /lYP ~/4V ~ c; 3' -0" TYP .q- " or- . X (0 X (I) (/) 1-1 v " ..- x co X tOl (/) I- .... /1/4V 1 I /TYP '\ l U .t 20' _0" 18' -0" 'r'- -'1~4 (METAL ROOFING SEE SPECS WBX 1 8 f ~~~f:J ~ :+-~ ~:r7 ~~ lYp) 1/4 v -y I .::::. ..q-I .......... 3' -0" TYP ..- X to X to ...., ~ lYP)1/4V ~' rr <r- X co X (0 U1 I- n I i~JIff ~ti @ BUILD NG :L~VA TION SCALE: 1/4" = l' - 0" 20' -0" u I I I /I XIX " T REMOVABLE SHEET METAL INFILL -,- 3-0 DOOR REMOVABLE ~ TRANSOM 3-Q ',,-- REMOVABLE <;y.7.-0, DOOR o . Iq b::i ,,- 1 ~ I~ (1)Q) 3UI_)II\G ~-::~YATIOI\ V SCALE: 1/4" = l' - 0" L4 X 3 X 5/16 X 0'-10 1/2" NEAR SIDE AND FAR SlOE SHIP ANGLES LOOSE AND ATTACH I N FIELD WITH 1/4>> FILLET WELDS ALL AROUND 'v ~ i " / " / ~ I " / - -- 0 J ~/, ,I -,-.~:- ' ,,~I ;..w.a : ~~"+I A~ ~ ~ 3ft I ~, ~ FOR CONNECTION ? -~-- I I DETAIL SEE "14.3" ,,~ I I ~ ~ I I I" TS6 X 6 X 1/4 GOl ~ / I I " / -1.-4r-'~ - -.LJ ~- TY=> CA_ W8 TO TS6X6 CO_ CO\JN ,. ,II ", ",., " I .,,1. I ('4L1, W8 CONN ~CiT 01\ \.::.,J SCALE: 3/4ft = l' - 0" SCALE: 3/4" = l' - 0" ",',,- 7 /21/09 RELEASED FOR CONSTRUCTION 6/12/09 MISCELLANEOUS REVISIONS 12/5 j08 ISSUED FOR BIDDING PURPOSES ONLY 8/11/oa ISSUED FOR IN FORMATION ONLY 8/7/08 ISSUED FOR INFORMA TIONONLY 8/6/08 ISSUED FOR INFORMATION ONLY , I I l r I . I ~ i. I " I c. C. Peterson Engineering ...' III'..' "'I I I . "," ,.>",,,,, J II Consulting Engineers 2644 N.E. 26th Ave Portllwd, Oregon 97212 Phone (503) 287-5532 Fax (503) 282-7226 DATE Rf..VISIONS : cCP JOB NO, .08-128 RENEWS 12-31-10 'I, TO eMU WAL_ Released For Construction July 21, 2009 \lAl SITE PLAN JUL .2 8 2009 tl~_,_ ~OTES: 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 Weyerlaeuser A RIVER ~ATER INTAKE PROJECT MCC BLDG ~ EQUIPMENT FOUNDATIONS FRAMING PLAN" SECTIONS 8c DETAILS Weyerl1aeuser Containerboard Manufacturing. Springfield. Oregon . ", I. I. ~ "," '" II, .,1,. I ..",. I 'I. 'I . . '" , . DRAWN BY: PETE CHECKED BY: . APPROVED BY; , ,,~,~C~~,~E~ ,AS NOT(!l. " "" 08:06':'08"" . ..Q.,AIf: FIl.E: KGS':...a63...:jj:...O.... DRAWING NO. SHEET "" ,K.G~-263-D 1 OF 1 21 of 26 fXi3Cb 1 t_o" ;: o I ~ ~. Date Received: Rfiv ~ JUL 2 2 2009 " \~ Final Submittal - ," .., ,',' ... "'..----' 1" #5 CONT 18 GAUGE EDGE FORM ; -r ," I ;' / ;' , ~=L / / / ;' ;' ::::_,_..: ~ - ...--.. / ;' / ;' I ;' / ;' .::_._~ ::;;--,.- / ~, / ;' / ;' / ;' .._._~ ~;' / ;' / ;' ~ ;' J:=L r SINGLE PLY ROOF I' __ SEE SPECIFICATIONS , U ' u '-;:;:'-C' ~ '1 : ('oJ '- ~ 'V' COMPOSITE METAL ROOF DECK (SEE SPECIFICAITONS) 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 SLOG 3/8 X 4 1/2 F.B. WITH 1/2 X 5 NELSON WELD STUDS AT 24" MAX D,C. 8" SOUD GROUTED eMU WALL SEE SPECIFICATIONS FOR REBAR LOCATION AND SPACING G2I6'.~3-) )::C< TO WAL_ cor~1\ SCALE: 3/4" = l' - 0" 1" LOW WALL SINGLE PLY ROOF SEE SPECIFICATIONS COMPOSJTE METAL ROOF DECK SEE SPECIFICATIONS N '- <r- .q- ...----._- '" It ~ ~~ ~J ,r-\r-\ ..?- ~),3::AM TOWAL,L C()I\.N 263 SCALE: 3/4" = l' - 0" DRAWING NO. REFERENCE LOW WAL_ REF DRAWING NO. NO. 1ft . :.....- N " or- ..q- .... ~ -t I ..t:..;_....~r.-......... :r ..t'-x. lC l< 'lC .)( l<' X_X-X----;' .J w ~ L1 u w LJ .___l ~i~ ;' ;' ,; : / ~ I ;' ;' --=, / ,- " ;' NOTE: SEE SECTION ft146" FOR ALL MA TERtAL CALL OUTS / / ;' :-=&. /1 / ;' ;' ;' I' ;' I' ~_._~ ,---; " / ;' I ~ / :: =+=,- I ;' I ,- / / ~ / __,_4 , ~I ~ / I_~ 't @~~L;~;/~~ 1~~0:- CO~~ SINGLE PLY ROOF #5 CONT~ SEE SPECIFICATIONS 18 GAUGE r COMPOSITE METAL 1 1/2" EDGE FORM~ ROOF DECK - SEE SPECIFICATIONS .q- FLASHING~ \ . . 'J ~ ~ - ~ J~ - ~ - ~ - ~ - ~ - :.:.. - ~ ~ = ~ -t ' - /- r.. \ j. ~.~,:'~ C4X5.4 i r J ,=~, L..--~ C.L. (2) 5/8- OIA A307 ALL THRO ~ ~ '\....F.S. 1/2 X 5 X 0'-9" '-W8 ROOF SEAM AT 6" GAGE (TWO BOtTS PER ~+_~ \-. CONN) EMBED 5tt AND SECURE WITH / -~ ' FOR EMBED - 3/8 X 4 F.B. CONN PLATE "HllIT" HIT HY-150 ADHESIVE ~ ~ SEE DET "146" FIELD ATTACH C4 TO 3/8 Fi.B. WITH (OR AN APPROVED EQUAL) ~:=~. 1/4" FILLET WELD TO TOP !& BOT FLG I' ,- ~ ~.." ,an SOUD GROUTED eMU WALL ~_ _~ SEE SPECIFICATIONS FOR REBAR 7- -; LOCATION AND SPACING ,; / / / ~-~~ ,; / / / _.!,--,I___- ;: N " - ..q- N t148\2,46,3."'. ::1\) WALL LAT::~A_ S-RUTS ~ SCALE: 3/4ft = l' - 0" H Gt- WA_L 1" N " ~ .q- I -)f' )( -~ 'J( .X \. f \ r--"'\ r\ I L.J . .f <" -.. II )l x--; I ~,~.-LJ ~r 2-. r- _I' " / / / ~,-~4 ~. ? ': / ~ I,;,J ;' ~ / / / ,- / / ,; / =--== : = , ~ I' ;' , .- / ~=~~ _~~I_~ #5 CONT ~ 18 GAUGE ~OGE FORM \. \. O~ \;~ 0::9 . t'} ,...J ..r.. - = <( 2ft ~ " W8X21 ~ ~ PL 3/4 X 5 x. O~~~l" MILL TOP 'SURFACE ~ ~ AT 1.90 DEGREES (0.40" TO 12") ,; ;1 ; '""'"~..... (2) 5/8" DIA X f _411 A307 BOLTS ~ ~~' AT 8" GAGE ,....-..--..-- ....- / ;1 / ;1 ,. ~' alt SOLID GROUTED eMU WAlL ~._~ SEE SPECIFICATIONS FOR REBAR ,. I LOCATiON AND SPACING " .- ,. ;' ;' .- ~=r'~ -~, ;' l<' ,W8X21 NOTE: SEE SECTION "151" FOR ALL MATERIAL CALL OUTS ~ ~C:L~~3/~~ 1~~:L CONN f- :,:)3= 00 O:::...J "...J ;t <( r" H GH WALL REFERENCE , I. REF REV NO. NO. BY DATE DATE FILE: KGS-264-D-Q DRAWtNG NO. KGS-264-D "~,,,I,_ -.'".", '. ,,,,,,.,,._1 SHEET 1 OF 1 " . .,,,., __..~,'''~ LJ._, .-, ". REVISIONS o 8 A REV : NO. PETE 7 /21/09 RELEASED FOR CONSTRUCTION PETE 12/5/08 ISSUED FOR BIDDING PURPOSES ONLY PETE 8/11/08 ISSUED, F,OR INFORMA nON ONLY c'D'RAWN"SY: PETE . CHECKED BY: . APPROVED BY: . SCALE: AS NOTE D C. C. Peterson Englneering l,il",lj.. I 11;,.1.1 1,'1...1 II', ,I"", ConsJulting Engineers 2644 N.E. 26th Ave POlTtJand, Oregon 97212 Pl,ont: (503) 287-5532 Ji'ax (503)282-7226 Released For ; F!NAl SlTE PLAN Construction JUL .2 8 2009 '""",,"''''''~~~ 21, 2009 ,ff~ 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 Weyef1aeuser A RIVER ~ATER INTAKE PROJECT MCC BLDG & EQUIPMENT FOUNDATIONS SECTIONS AND DETAILS WCJl;:'AL.aeuser Containerboard Manufacturing, Springfield, Oregon BY RENEWS 12-31-10 : CCP JOB NO. 08-128 REVISIONS DATE Date Received: . ] JUL 2 2 2009 REV . , Q -Final Submittal. d'!.,;z:;.. 08~1i:"'OB. 1-.2-- of 2~){1~6 GENERAL CONCRETE NOTES 1. ,Sf)EClFICATIONS DE:S1GN, MATERIAL AND WORKMANSHIP SHAlL BE IN ACCORDANCE WITH THE FOLLOWING CODES. AND STANDARDS CONTAINED THEREIN, UNLE~)s OTHERWISE MODIFIED ON THE DHAWINGS OR IN THE SPECIFICATIONS. 2006 ACI 211 ACI 301 ACI 302 ACI 305 ACt 306 ACI 308 ACI 318 ACI 347 ACt 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 CONGRETE FOR BUILDINGS GUIDE FOR CONCRETE flOOR AND SLAB CONSTRUCTION HOT WEATHER CONCRETING STANDARD SPECIFICATION FOR COLD W~THER CONCRETING STANDARD PRACTICE FOR CURING CONt:RETE BUILDING CODE REQUIREMENTS FOR RE:lNFORCED CONCt<t It:. GUIDE TO FORMWORK FOR CONCRETE GUIDE TO JOINT SEAlANTS FOR CONCA ETE STRUCTURES DETAILING MANUAL STRUCTURAL WELDING CODE -REINFORCNG STEEL MANUAL Of STANDARD PRACTICE (CONCRETE REINFORCINC STEEL INSTITUTE) RECOMMENDED PRACTICE FOR "PLACIN(~ REINFORCING BARS" 8th EDITION CF~SI-P1 2. ~)NCRETE MI~ CONCRETE SHALL DEVELOP A MINIMUM Of 4.000 P~U COMPRESSIVE STRENGTH IN 2B DAYS UNLESS NOTED AND SHALL HAVE A CEMENT CONIDIT OF NOT LESS THAN 564 POUNDS (6 ~\CKS) PER CUBIC YARD, THE PROPORTIONS OF lHE MIX SHALL BE IN CONFORMllY WITH ACI 211.1 AND 301. m:NERALLY, THE AGGREGATE SIZE SHALL BE AS FOl.LOWS: MAXIMUM SIZE COARSE AGGREGATE (INI:HES) 3. TYPE Of STRUCTURE FOOTINGS SLABS ON GRADE WALLS MORE THAN 10" WALLS MORE THAN 18" All OTHERS 1 1 /2" 1 " 1" 1 't2" 3/4 4. PHOPORTIONS OF AGGREGATE TO CEMENT FOR ANY CONCRETE MIX SHALL BE SUCH AS TO PHOOUCE A MIXTURE WHICH, CONSISTENT WITH THE METHOD OF PLACING. WILL WORK READILY INTO CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT WITHOUT PERMITTING THE MATERIALS TO SEGREGATE OR EXCESS WATER TO COLLECT ON THE SURFACE. MJ\XIMUM WATER/CEMENT RATIOS FOR CONCRETE WHEN STRENGTH DATA fROM fiELD EXPERIENCE OR TRIAL MIXTURES ARE NOT AVAllABU:: CONCRETE STRENGTH 4,000 PSI NON-AIR ENTIV,INED CONCRETE 0.44 AIR ENTRAIN EO CONCRETE 0.35 5. AIR ENTRAINMENT SHALL BE 5 PERCENT (PLUS OR MINUS 1.5 PERCENT) UNLESS OirHERWISE NOTED. CONCRETE SLUMP SHALL BE 03" TO 4 It. T()LERANCE FOR CONCRETE SLUMP MORE THAN 2" THROUGH 4" SHALL BE PLUS OR MINUS 1 INCH, PER ASTM C94, AUMIXTURES TO BE USED IN CONCRETE SHALL BE $UBJECT TO PRIOR APPROVAL BY THE ENGINEER. EI:lNFORCQ,,4ENT REINfORCING ~l t.t.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. FliELD BENDING OF REINFORCING STEEL SHALL NOT BE DONE WITHOUT AUTHORIZATION OF THE STRUCTURAL ENGINEER. REINFORCING STEEL SHALL NOT BE BENT OR DISPL\CED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVEO BY THE STRUCTURAL ENGINEER. Pf~OVJDE A MINIMUM COVER OF 3 INCHES FOR REINFORCING STEEL WHEN THE CONCRETE IS PLACED DIRECTLY AGAINST THE GROUND. PHOVIDE A MINIMUM COVER OF 2 INCHES FOR BAR!; LARGER THAN NO. 5 AND 1-1/2 INCHES fOR NO. 5 BARS OR SMALLER IF AFTER fi~EMOVAL OF FORMS THE CONCRETE IS E)(POSED TO THE WEATHER OR IN CONTACT WITH GI~OUND. THE PROPER lYPE AND QUANTITIES OF ACCESSORIES SHALL BE FURNISHED TO HOLD THE REINFORCING ~1t.t.L IN PLACE WHILE THE CONCRETE: IS BEING PLACED. S~rANDARD REBAR HOOK LENGTHS: #4=8-, #5=10", *6=12", (l7=t4", 18=16- &: #9=19" LAP SPLlC, ES FOR ~3 THRU #6 BARS 49 DIAMETEI,~S OR 2'-0" MINIMUM U\P SPUCES fOR 7 THRU 111 BARS 62 DIAMETEf~S MINIMUM U\P SPLICES FOR 03 THRU H6 TOP BARS 64 DIAMETERS MINIMUM U\P SPLICES FOR 7 THRU #11 TOP BARS 80 DIAMETERS MINIMUM NI:>TE: TOP BARS ARE BARS WITH MORE THAN 12 INCHES OF CONCRETE BELOW. PI~OVlDE CORNER BARS FOR ALL HORIZONTAL WALL STEEL AT ALL CORNERS AND INTERSECTIONS. CORNER BARS TO BE SAME DIAMETl~R AND SPACING AS HORIZONTAL REINFORCING. CORNER BAR LENGTHS SHALL BE 48 BAR DIAMETERS OR 2'-0" MINIMUM PI~IOR TO SHIPPING OF REINFORCING STEEL TO THE FIELD, SHOP DRAWINGS SHALL BE SUPPLIED TO THE ENGINEER FOR REVIEW. ANCHOR SOL T5 Al.L ANCHOR BOLTS SHAlL BE SUPPUED AND INST.alLED 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 OTHE:RWISE SHOWN ON THE PLANS OR NOTED IN THE SPECIFICATIONS. 20. ALL ANCHOR BOLTS SHALL BE SET WITH TEMPLATES:. .EPRMWOR~ 21. FORMWORK SHALL BE IN ACCORDANCE WITH ACI-301 AND ACI-347. 22. AGI SPECIAL PUBLICATION 4 SHALL BE USED AS A GUIDE. 23. WHERE WOOD fORMS ARE USED, THEY SHAlL BE PLYFORM OR GRADED EXTERIOR TYPE PLYWOOD, GRAOE B-B OR BEITER. CONSTRUCTION 24. PI.ACING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI-301 AND ACI-.304, 25. PUMPING OR PNEUMATIC CONVEYING EQUIPMENT SH,'LL BE OF SUITABLE KIND WITH AI)EQUATE PUMPING CAPACITY. PNEUMATIC PLACEMENT SHALL BE CONTROLLED SO THAT Sf~GREGATlON IS NOT APPARENT IN THE DISCHARGE[) CONCRETE. THE LOSS OF SLUMP IN PUMPING OR PNEUMATIC CONVEYING EQUIPMENT SH,\LL NOT EXCEED 2 INCHES, CONCRETE SHALL NOT BE CONVEYED THROUGH PIPE MADE OF ALUMINUM OR ALUMINUM ALLOY. 26. Al.L EXPOSED EDGES OF CONCRETE SHALL HAVE A 3/4 INCH 45 DEGREE CHAMFER. 27. Rf~F'ER TO MECHANICAL, PIPING AND ELECTRICAL DRAWINGS FOR EMBEDDED ITEMS. 28. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL CONCRETE WORK WITH CONCRETE S"iRENGll-iS IN EXCESS OF 2.500 PSI, EXCEPT FOR NON-STRUCTURAL SLABS ON GRADE. INSPECTION SHALL INCLUDE REINfORCING PLACEMENT AND CONCRETE TESTING IN AGCORDANCE WITH IBC CHAPTER 17. INSPECTORS FOR THIS WORK SHALL BE EMPLOYED BY THE OWNER. I L I I , , - DRAWING NO. REFERENCE REF NO. DRAWING NO. GENERAL STEEL NOTES 1. SPE.,ClfICA TlONS DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE "MANUAL OF STEEL CONSTRUCTION" Of AMERICAN INSTITUTE OF STEEL CONSTRUCT~ON. 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-PILES M. S. C, Me & ANGLES PLATES AND BARS PIPE STRUCTURAL TUBING WELDED STEEL ELECTRODES ~ACHINE BOLTS HIGH STRENGTH BOLTS ASTM A992 ASTM .4572 GRADE 50 ASTM AJ6 ASTM AJ6 ASTM A53, lYPE E OR S. GRADE B ASTM A500, GRADE B. Fy=46 KSI AWS 01.1 AWS E70XX ASTM A307 ASTM A325 TWO COPIES OF CERTIFIED MILL TEST REPORTS ON ALL ASTM MATERIALS USED IN THIS WORK SHALL BE FURNISHED TO THE SPECIAL INSPECTION AGENCY. ~CTION~ ALL SHOP CONNECTIONS SHALL BE WELDED OR MADE WITH HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. ALL HIGH STRENGTH 80l TED CONNECTIONS SHALL BE BEARiNG TYPE WITH THREADS INCLUDED IN THE SHEAR PLANE UNLESS NOTED OTHERWISE. BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION IN ACCORDANCE WITH AISC SPECIFICATIONS 5.1 IF 1/B" 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 lYPE CONNECTIONS, THE FAYlNG SURFACES AT EACH CONNECTION NEED TO BE ROVGHENED BY MEANS OF HAND WIRE BRUSHING. POWER BRUSHING IS NOT PERMITTED. 5.3 BOLTS NEED TOSE TORQUED IN ACCORDANCE WITH A1SC SPECIFICATIONS FOR SLIP-CRITICAL (FRiCTION TYPE) CONNECTIONS. GUSSET PLATES SHALL BE 3/8" MINIMUM THICKNESS. NO FIELD BURNING OF BOLT HOLES WILL BE ALLOWED. CONSTRUCTIOf\l ERECTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING NEEDED fOR STABILITY 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. .s!iOP I)RAWIN~ SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEfORE STARTING FABRiCATION. WELDING WELDER CERTIFICATION PROCEDURES SHALL BE AS FOLLOWS: A. ALL WELDERS SHALL BE CURRENTLY CERTIFIED AND REGISTERED BY THE LOCAL BUILDING OFFICiAlS AND/OR THE AMERICAN WELDING SOCIETY AND, IF REQUIRED, ALL WELDERS SHALL HAVE THEIR CERTIFiCATION FURNISHED TO THE TESTING AGENCY. B. A COPY OF CERTIFIED WELDING PROCEDURES NOT PRE-QUALIFIED BY AWS, SHALL BE SUBMmED FOR REVIEW. F'IELD WELDING WILL BE ALLOWED ONLY WHERE Nu 11:.0 ON THE PLANS. EXISTING AND NEW STEEL SURFACES TO BE WELDED SHALL BE CLEANED OF PAINT, GREASE, SCALE OR OTHER FOREIGN MATERIAL. AlL FIRD WELDS SHALL BE WIRE BRUSHED AND CLEANED, THEN PRIMED. NO WELDING WILL BE PERMITTED TO EXISTING BEAM FLANGES EXCEPT AS INDICATED ON THE PLANS. WELDINQ INSPECTION p~ FOR THE FIRM DESIGNATED TO PERFORM THE SPECIAL INSPECTION ACTIVITIES, SEE "TESTS 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 N4Y OTHER PERSON RESPONSIBLE fOR THE WORK. .5!:iQ? WEJ..DlliG THE SPECIAL INSPECTOR SHALL VISIT THE FABRICATION SHOP TO OBSERVE FIT-UP PRIOR TO THE COMMENCEMENT OF ANY WELDING. AT THIS TIME THE SPECIAL INSPECTOR SHALL: VERIFY MATERIALS BEING USED FOR THE WORK VERIFY THE INTENDED WELDING PROCESSES AND PROCEDURES TO BE USED 'lERIFY 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 VERIFYI~G THAT THE WELDING WAS PROPERLY PERfORMED AND IN ACCORDANCE WITH THE PLANS. 3, 4, 5. 6. 1. 8. 9, 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. FIELD WELDING 22. THE SPECIAL INSPECTOR SHALL VISIT THE JOB SITE AT THE BEGINNING OF ANY ON-SITE WELOlNG WORK. AT THIS TIME THE SPECIAL INSPECTOR SHALL: \lERIFY MATERIALS 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 23. AFTER THE FIELD WaolNG IS COMPLETE. THE SPECIAL INSPECTOR SHALL RETURN TO VISUALLY INSPECT THE WELDS. 24. 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. 25. ANY RE-WORK REQUIRED SHALL BE AT THE CONTRACTORS EXPENSE. ,C,OATINB 26. ALL STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 ALL FIELD WELDS SHALL BE W1RE BRUSHED AND CLEANED. THEN TREATED WITH "ZRC" GALVANIZING COMPOUND (OR AN APPROVED EQUAL) AND APPLIED IN ACCORDANCE WITH THE MANUfACTURER'S SPECJFlCATIONS REFERENCE REF NO. BY DATE REVISIONS REV NO. CONCRETE MASONRY BLOCK 1. SPECifiCATIONS DESIGN, MATERIAL 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 ACt 530-05 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 5.30.1-05 SPECifiCATIONS FOR MASONRY STRUCTURES CONCRETE BLOCK ALL HOLLOW CONCRETE BLOCK SHALL BE MEDIUM-WEIGHT UNITS CONFORMING TO THE REQUIREMENTS OF ASTM C90 AND SHAlL 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. GROUT 2. 3. 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. WHEREVER POSSIBLE, GROut SHALL BE BATCH ED, MIXED, AND DELIVERED IN ACCORDANCE WJTH THE REQUIREMENTS FOR READY MIXED CONCRETE, ASTM C94, "STANDARD SPECIFICATION fOR READY-MIXED CONCRETE". REAOY MIXED GROUT SHALL BE CONTINUOUSLY AGITATED AFTER MIXING UNTIL PLACEMENT. MIXING OF GROUT ON THE JOBSITE WILL NOT BE ALLOWED UNLESS UNUSUAL CONDITIONS EXIST THAT WOULD REQUIRE SPECIAL CONSIDERATION. IF SUCH CONDITIONS EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER OR HIS REPRESENTATIVE FOR THE APPROVAL OF MIXING GROUT AT THE JOBSITE, 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. MORTAR 4. 5. 6. 7. 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 GWEN IN TABLE NO. 2103.8(1) OF THE INTERNATIONAL BUILDING CODE. REINFORCEMENT 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 POsmONERS. UNLESS OTHERWISE NOTED ON THE PLANS, REINFORCE ALL OPENINGS IN BLOCK WALLS AS FOLLOWS: 2-#5 IN fULLY GROUTED LINTEL BEAM OVER OPENINGS, BAR LENGTHS TO BE OPENING WIDTH PLUS 5'-0" 2-15 IN tuLLY GROUTED VERTICAL CELLS AT JAMBS. BAR LENGTHS TO BE FULL HEIGHT OF THE WALL 2-#5 IN fULLY GROUTED BOND BEAM BELOW OPENING. BAR LENGTHS TO BE OPENING WIDTH PLUS 5'-0" SPUCES SHALL BE LAPPED 48 BAR DIAMETERS OR 2' _ou 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 Tt4E SAME DIAMETER ~ HORIZONTAL REINfORCING. CONSTRUCTION - AS fOLLOWS: A, LAY IN RUNNING BOND. JOINTS SHAlL BE 3/B". 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 VERTICAL REINFORCEMENT AS SHOWN ON THE DRAWINGS OR AS Nu I t.D ABOVE. E. fLUSH END BLOCKS SHALL BE USED AT EXPOSED CORNERS AND JAMBS. f. NO FROZEN MATERIAL NOR MATERIAL 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 LAY~NG AND UNITS SHALL BE PROTECTED FROM fREEZING FOR 48 HOURS AFTER lAYJNG. 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 VERTICAL CONTROl JOINTS. THE MORTAR AT CONTROL JOINTS CAN EITHER BE LEFT OUT ENTIRELY, OR DEEPLY RAKED BACK SUCH THAT THE JOINT IS ABOUT 3/B IN WIDE AND 3/4 INCH OEEP. THE CONTROL JOINTS SHALL BE FILLED WITH A FLEXIBLE CAULKING COMPOUND. .c:.Q4 TINQ 11. PRIMER: CEM ENTITIOUS OR 100 PERCENT UNDILUTED ACRYLIC LATEX BLOCK fiLLER AS APPROVED OR RECOMMENDED BY THE COATING MANUfACTURER. 8, 9. 10. 11. 12, 13. 14. 15. 16. APPLY IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. BACK-ROLL IF SPRAYED APPLY TO PROVIDE A PINHOLE FREE SURFACE COATING: POLYMERIZED ACRYLIC 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. GENERAL STRUOTURAL NOTES .,.. . . 1. GENERAl. NO OEVIAilONS FROM THESE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT WRllTEN 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 ClAtMS . THAT ARE IN ANY WAY RELATED TO THIS PROJECT, THE GENERAL CpNTRACTOR SHALL FURTHER AGREE TO DEFEND, HOLD HARMLESS, AND INDEMN1FY C.r:. PETERSON ENGINEERING FROM ANY AND ALL ClAIMS BY Am THIRD PERSONS THAT #\fIE IN ANY WAY RELATED TO THE PROJECT. GENERAL CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS WITH iTHE MECHANICAL AND ELECTRICAL DRAWINGS AND WITH THE ACTUAL PHYSICAL CONDITIONS I AT THE StTE. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER FOR A RESOLUTION. THE GENERAL CONTRACTOR SHALL NOT CONTINUE ANY WORI( RELATING TO SUCH DJSCREPANCIES WITHOUT APPROVAL OF THE ENGINEER. CONTRACTOR SHALL MAKE EVERY REASONABLE EfF'ORT TO LOCATE ALL EXISTING UTILITIES AND EXERCISE CARE TO PROTECT THEM r-RON~ DAMAGE DURING EXCAVATION AND CONSTRUCiION. SPECIFtCA noNS 2. 3. 4. WHERE REfERENCE IS MADE TO ASTM. AISC,ACI OR OTHER STANDARDS AND SPECIFICATIONS, THE LATEST REVISION OR ADOPTION IS INTENDED UNLESS SPECIFICALLY DESIGNATED OTHERWISE, .D.E5.IGt-J LOADS WINO PER 2007 osse, 80 MPH (fASTEST MitE WIND SPEED), EXPOSURE "B" SEISMIC PER 2006 IBC, SITE CLASS ItD" SNOW, 25 PSF CONSTRUCTION I,QAD,S STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON COMPLETED STRUCTURES, DURING CONSTRUCTION, STRUCTURES SHAlL HE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR, ERECTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING NEEDED FOR STABILITY UNTil STRUCTURE IS COMPLETE. ~OlL~ ALLOWABLE SOIL BEARING PRESSURE 1,500 PSF FOOTINGS ARE TO BE FOUNDED ON A MINIMUM OF 8 INCHES OF COMPACTED, WELL GRADED CRUSHED ROCK. BACKFilL ALL PIPE TRENCH EXCAVATIONS BEl.OW FOOTINGS WITH LEAN CONCRETE TO THE BOTTOM OF rOOTING. ALL FILLS SHALL BE COMPACTED BY MECHANICAL MEANS TO A MINIMUM Of 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINI,~D IN ACCORDANCE WITH ASTM TEST METHOD 0-698. FILL MATERIAlS SHOULD BE PLACED IN LAYERS THAT, WHEN COMPACTED, 00 NOT EXCEED ABOUT B INCHES. 5. 6. 1. 8. 9. 11. 12. TESTS AND SPEClj~L INSPECTIONS 1.0 PROVIDE TESTS AND INSPECTIONS fOR ALL ITEMS AS REQUIRED BY THE 2006 INTERNATIONAL BUILDING CODE AND ALL APPLICABLE LOCAL 1::00E5 AND ORDINANCES. THE SPECIAL INSPECTION AGENCY SHALL BE EMPLOYED BY THE OWNER. THE ENGINEER OF' RECORD, OR AN AGENT OF' THE OWNER, BUT 1 NOT THE CONTRACTOR OR ANY OTHER. PERSON RESPONSIBLE FOR THE WORK, THE FIRM DESIGNATED TO PERFORM THE SPE;ClAL INSPECTION ACTIVITIES FOR THIS PROJECT SHAll BE DETERMINED 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. THE CONTRACTOR SHALL PROVIDE THE TESTING AGENCY WITH THEIR CONSTRUCTION SCHEDULES TO ENSURE PROPER COORDINATION OF THE WORK. THE FOLLOWING SPECIFIC ITEMS SHALL BE INSPECTED AND/OR TESTED BY THE TESTING AGENCY, IN ACCORDANCE WITH 18C CHAPTER '17. ~ONCRFJI 6,1 PLACEMENT OF REINFORCING STEEL IN lCONCRETE, THE TESTING AGENCY SHALL BE NOTIFIED LONG ENOUGH IN ADVANCI~ 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 COMPRESSNE STRENGTH, SLUMP AND AIR TESTS SHALL BE TAKEN IN ACCORDANCE WITH 18C CHAPTER 19. 6.4 REINFORCtNG BARS, THREADED RODS OR BOLTS EPOXY-GROUTED INTO EXISTING CONCRETE OR MASONRY. STRUCTURAL STEEL 2.0 3.0 4.0 5.0 6.0 7.0 7.1 WELDiNG 7.1.1 ALL STRUCTURAL WELDING. 7.1.2 ALL COMPLETE PENETRATION WELDS SHALL BE NON-DESTRUCTIVELY TESTED BY ULTRASONIC OR RADIOGRAPHIC METHODS UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS. 7.1.3 SEE GENERAL STEEL NOTES FOR' ''WELDING INSPECTION PROGRAM 7.2 ALL HIGH STRENGTH BOLTED CONNECn:>NS 8.0 MASONRY 8.1 ALL MASONRY SHALL HAVE SPECIAL INSPECTIONS AS OUTLINED IN IBC TABLE 1704.5. 1 FOR "LEVEL 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 f~ECORD. 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. o 8 A REV NO. PETE 7 /21/09 RELEASED FOR CONSTRUCTiON PETE 12/5/08 ISSUED FOR BIDDING PURPOSES ONLY P~TE" ,8/~ 2/0~, ISSU~~, F'9~, INF~.RMA TION ON~ Y" BY DATE REVISIONS C. C. Petersd,n Engineering Consulti~g Engineers 2644 N.l3. 26th Ave Port18Jld, (J)regon 97212 Phone (5(J3) 287-5532 Fax. (503) 282-7226 -- =- " J RENEWS 12-31-10 CCP JOB NO. 08-128 STEEL DOORS AND FRAMES """ . " . , .", ,. 1. CONTRACTOR SHALL DELIVER. STORE AND HANDLE ALL MATERIAL SO AS TO PROTECT FROM DAMAGE AND RUSTING. MAN DOOR CONSTRUCTION SHALL BE AS FOLLOWS: A. 1-3/4" THICK. B. 18 GAGE GALVANIZED STEEL SKIN. C. FULL FLUSH. D. HONEYCOMB CORE: "Lit BY STEELCRAFT, REGENT BY CECO, SWINGERDOR BY MESKER OR EQUAL. DOORS SHALL BE PROVIDED WITH THRESHOLDS. DOOR SWEEPS AND WEATHERSTRIPPING. E. FINISH: FACTORY BAKED ENAMEL IN MANUFACTURER'S STANDARD COLOR, F. DOORS SHALL HAVE A MINIMUM THERMAL RESISTANCE VALUE OF R4, FOR HEATED BUILDINGS. GLAZING SHALL BE SNAP-IN-lYPE MOLDING WITH FULL MITERED CORNERS. NO EXPOSED FASTENING SHALL BE ALLOWED. LOUVERS SHALL BE INVERTED "V-TYPE", 1 INCH MINIMUM THICKNESS, 20 GAGE. WITH PRESSED METAL FRAME OVERLAPPING THE DOOR FACE. STANDARD DOOR EXTERIOR DOOR FRAMES: A. DATA: 2 INCH FACE, 5/8 INCH HIGH INTEGRAL STOP, 16 GAGE GALVANIZED STEEL EXCEPT 14 GAGE AT FRAMES GREATER THAN 4'-0" WIDE. B. ACCEPTABLE SYSTEMS: 400 GALVANIZED BY AMWELD, CF34 OR SF34 GALVANIZED BY CECO, FLUSH fRAME GALVANIZED BY CURRIES, STANDARD FRAME GALVANIZED BY GRAND METAL, STANDARD FRAME GALVANIZED BY MESKER, F7 B PK 1 GALVANIZED BY OVERLY. FE416 OR SE GALVANIZED BY REPUBLIC, SUW GALVANIZED BY ROBLIN, F-16 GALVANIZED BY STEELCRAFT OR EQUAL. HARDWARE PREPARATION: A.. PREPARE DOORS AND FRAMES TO RECEIVE HARDWARE, INCLUDING CUTOUTS, REINFORCING, DRILLING AND TAPPING, COMPLYING WITH ANSI A 115. PREPARE fiRE RATED DOORS AND FRAMES TO MEET NfPA NO. 80. HARDWARE A. DOORS SHALL BE SUPPLrED WITH COMPLETE HARDWARE PACKAGE. B. TYPE Of LOCKS. KEYING. ETC., TO BE SPECIFIED BY OWNER. FRAME FtNISHING: A. SHOP PRIME AND FINISH WITH FACTORY BAKED ENAMEL IN MANUFACTURER'S STANDARD COLOR. INSTALLATION: A, INSTALL STEEL FRAMES, SHIM AND ANCHOR fRAMES TO WALL. B. FILL FRAMES SEPARATING HEATED FROM UNHEATED SPACES WITH MINERAL WOOL INSULATION OR EXPANDING FOAM SEALANT. c. INSTALL FIRE RATED DOOR AND FRAME ASSEMBLIES IN ACCORDANCE WITH NFPA STANDARD NO. 80. 2, 3. 4. 5, 6. 7, 8, 9. LIGHT GAUGE METAL ROOFING 1, METAL ROOFING SHAlL BE 1 1/2" 24 GAUGE "HEFTI-RIB" BY FABRAL THE "HEFTI-RIB" PRODUCT CAN BE OBTAINED FROM: FABRAL METAL WALL AND ROOF SYSTEMS 4570 RIDGE DRIVE NE SALEM. OREGON 97303 CONTACT PERSON: cCENE',LUNDEN-__ - 800-477-8028 OfFICE 503-880- 6170 CELL ALL METAL ROOFING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICA TIONS. THE ROOFING SUPPLIER SHALL PROViDE ALL GUTTERS, OOWN SPOUTS, TRIM. FLASHINGS AND CLOSURES REQUIRED TO PROVIDE A COMPLETE WEATHER-llGHT INSTALLATION. 2. J. gOM~,()?~T~~,ETA,L/~9N9,RE,!~, "R90F 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 LoeA TED 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. STEEL ROOF UNITS SHALL BE FASTENEO TO THE STEEL BEAMS AND EMBEDDED PLATES WITH :5/4" DIAMETER PUDDLE WELDS SPACED NOT MORE THAN 12" ON CENTER. THE SIDE LAPS OF ADJACENT UNITS SHALL BE PUNCHLOKED AT 36" MAXIMUM ON CENTER. 2. ROOFING OVER CONCRETE DECK 1. ROOFING SHALL BE .SURE-WELD" AfX HOT MOPPED MEMBRANE ROOF. 2. AN ACCEPT ABLE SUPPLIER: BOB CARLSON INC. PO BOX 63 HILLSBORO, OR 97123 CONTACT PERSON: TONY FREAS 503-640- 3623 OFFICE 503-849-1703 CELL 3. THE ROOFING SUPPLIER SHALL PROVIDE ALL GUTTERS. DOWN SPOUTS, TRIM. FLASHINGS AND CLOSURES REQUIRED TO PROVIDE A COMPLETE WEA THER-llGHT INSTALLATION. FINAL SITE PLAN JUL2 8 2009 -.~~H Released For Construction July 21, 2009 Weyei.1aeuser A RIVER WATER INTAKE PROJECT Weyerhaeuser ; MCC BUILDING} CANOPIES 8< F"OUNDA TIONS : Containerboard Manufacturing. Springfield. Oregon STRUCTURAL SPECIFICATIONS - 'DRAV\iN""SY:' PE T'E : CHECKED BY: :APPROVED BY: : SCALE: AS NOTED , . " ''''oi:f:''f2':'::oi3'.. : Ft'LE: KGS':"265'-n-'O ... , ,DRAWING NO~ DATE KGS-265- D SHEET 1 OF 1 REV - o Date Received: JUL 2 2 2009 Final Submittal -L1L 23 o'~ 2'7 POfjtS 10' _9ft L...: 4'-0" 4'_9" ..... "0 ....... I .. [!] 0 1::""" ~ ~ ~...,' .4 ~ Ol (j) I I ~ 'C--J b' I [!] .. .,..-' e 21.....0" ....- "'", G NOTE: IF ANCHOR POINTS ARE PROVIDED ON THE INSIDE OF THE SWITCH GEAR FRAMEWORKt INSTALL ANCHOR BOLTS AT EACH PROVIDED LOCATION. EXPOX1ED IN PLACE AS DESCRIBED AT DETAIL 179. IF ANCHOR POINTS INSIDE THE FRAME ARE NOT ACCESSABLE. OR PROV/DED, THEN ANCHOR DOWN AS SHOWN AT DETAIL 179. THIS DETAIL CAN BE USED EITHER ON THE OUTSIDE OR INS/DE OF THE FRAME. =-OUN)A TION PLAN =-OR 15KV SWITCH G~AR i:O , SCALE : 1/2" = l' - 0" I"" I. ., "",,'.;"",I,U',I ,,' I o .. I to N .' or- : to - #6 @ 12" MAX OC / EA WAY TOP & BOT , '. \.V to a:: .. -' NU .. a:: .. -' ~u t'fJB\ , :-OUN)A T O\jREIN,:-O~CI \G )~TA_ V SCALE = 1/2" = l' - 0" ~ IIISIti::3H I <:?'" : .i 00" - ~ ~~4n H GRAVEL ..--. . "" , -" " ..-.', ,- "-,,, "-",, DRAWING NO, REFERENCE __l II ~~ : DRAWING NO. ,II , REFERENCE I REF REV NO. NO. , ,\, ' BY DATE REVISIONS o A ,-",- REV NO. PETE Z!21/09 RELEASED FOR CONSTRUCTION , ~'~!E, ,~29l~91 I,~S~E,P "fOR,. B,lpDIN,~, ,PU,~POSES O~,~:," ,,' BY DATE REVISIONS RENEWS 12-31-10 CCP JOB NO. .08-128 ~ ~ .: L4 X 3 X 3/8 X OJ -3" (SLV) PROVIDE (2) EACH SIDE OF SWITCH GEAR. ATTACH TO FRAME WITH 1/4" FILLET WELD BOTH SIDES T.O. CONe FDN 2 1/2" ;1 ~ - C.L. 5/8" A307 GALV ALL - THRD EMBED 5" AND SECURE WITH "HILTI" HIT HY-150 ADHESIVE (OR AN APPROVED EQUAL) ~ SWI--CH G::AI~ AI' CHO~ ell:) '. " ," 0."1' " I .,,1 I .,... . ,'0" SCALE : f' = 1 t _ 01" c. C. Peter~on Engineering I ," ,. ,I, .,1,1 c. ,; I " , " .; ", " Consulting Engineers 2644 'HE. 26th Ave PortJanti,Oregon 97212 Phone; (503) 287-5532 Fax (503)282-7226 Weyer~1aeuser A Weyerhaeuser Containerboard Manufacturingt Springfield, Oregon " ,I".'.,,,,, _,,,,,,,,,,,'.,, ,',", I,' '" ;DRAWN BY: PETE 'CHECKED BY: .APPROVED BY: : SCALE: AS NOTED ,," "Jt." ",," ,,,, , ""L,,, " 06-29-09 ~ nATF .."__....."..__,.._",I..,.JJII.,,, I FINAL SITE PLAN JUL 2 8 2009 -4Jf:- Released For Construction July 21, 2009 """", "',, "","'" "",a.", RIVER ~ATER INTAKE PROJECT MCC BLDG ~ EQUIPMENT FOUNDATIONS MISCELLANEOUS PLANS ANn DETAILS Date Received: REV: JUl 2 2 2009 0.... /) /J ....'nal Submittal --LLc Iy.--' ~ (,.."".,..- 24 of ztj pa5f) I, ", ", ,," ".."", "",' '" .".., ,,,.." ,," " FILE: KGS-266-D-O DRAWING NO, SHEET KGS-266-D 1 OF 1 , 1.1. ,.u,,,,,,..,, 1\....11.." i.,..J """ ....Il....".." I 1 'cf '<{ '<'I '<{ I i--' , z ___~J______,____ 01 ~ I ........ r; .~ ..... ~ -'\ t - -'t r -,-"1 f --"I' '{-I __L__..LL..-' _....L__ .Un - ~ ;ITI1T" ~ ~ -- I - -... .-LUJ..L -.. "1f..Ll... i _...__i CLASS 34 2- AA-3" (CLASS EXCEPT.) ~~ ..... 8 ~~ 1 (SPEC EXCEPT) <6" 80' ~r'r'\ ....... j __--.-- ,J. L I t.L --.- . 4 "" ---j "" .......j '" ! L =--j "" 1 ~~ *~~ ~~ " 0 / Sf~ 140.-150 '-JL/ ! CLASS 34 5-AA-3" (CLASS EXCEPT.) ! CLASS 34 4-AA-3" (CLASS EXCEPT.) CLASS 34 .\ 3-AA-311 .J (CLASS EXCEPT.) -----.-- !l If- II--- II- 1 l><1 VG20 ..... 1" K><J rVG20 I I 1 ' r><H \ 1'r' 0'''' V\.:;! I i I I 0; xl ~EV' - ,<DC'-J (t.V ~ ~~ g2'.> 140-150 \ " 0 / " Yr- 0 - L-M' S (/~ , V1 0198 A (PT\ ~2~ Xo .. (\/ '.- ~ 1/2" l><J ~ VG20 ~ l(jl I VG20 ....1 f- VG20 VC20 COALESCE}( r-~ / ~ /l~ [J , 0 /, ii;", 1 /~~ L - ~-s. /l~ g?';:::- X (140-15C ("PT\ ~ -' ~,~ 4Y , 0198 J Y EV "\ ~A/ 140-155\ '--L/ ~~ X~~ ~~ X~~ ~.~ X~~ ~~ X~ ~ " 0 / .- > " 0 / ,- > " 0 / ,- > " 0 / -::g? I L}] fJ~ 140-155 "-L/ I I I ~SJ L }] l{I fJt~ fft~\ fft(-;;,\ 140-155 140-1 55 140--155 '-J:L/ ~ "-L/ - - ./ ./ r;" / "f" / ./ / I> / /" ./ "/ /' ! 1- 1'7 I I 1-- i-- 0 \..'- " ,"- " ,'-- ......... '\ \..." " '"'\ " '"'\ .1 ......... I. -I , I ......... ! .1 ...... , ........ ! ~ -..- ci-- CLASS 31 (CLASS EXCEPT.) CLASS 31 (CLASS EXCEPT.) CLASS 31 (CLASS EXCEPT.) CLASS 31 (CLASS EXCEPT,) '--1 -=-~ ! . ! ! I I ! o N=: 0i'0 > Xl' I Vyl ~y 140~ 1<-, I ""1-/ ... XXX-AA-3" o 0J o > -i'0 a XXX-AA-3" XXX-AA-3" / 1/2" [X] 1 /2" r_.__YG20 1/2" ---I><l-1 -[><] VG20 '"I j I x" X x' SET @ 150 PSIG XXXX-XXXXX I (Sz~\ - - -- 140-125 I "'--/ I I ~ 140-125 "-/ VFD I I I I I I I I I -, I I I I I I I I I I I I I I I I I I I I , I I I [X] 20" VF20 N 20" VC46 ,~ ..../ 1 l><} 20" VF20 (----1N ,~ 20" ( ( VC46 ! ~ (PT\ ~1J~ !><I- 1/2" V860 1/2" 1/2" f><l--N--- VG20 ve20 '-.. /l~ ~ ~ " 0/> -~ -,. N "" I ('5Z \ I (sz\ 140-123 140-124 I "'-- ../ I I "- ../ I I I ~~ 140-123 140-124 "---./ ""../ vrD vrD I I I I I I I I I -r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I /~-N I ./''' 20" ( ( VC46 I I I I 1><1- 1/4" VB60 / -- / ( ~~T\ ~T\ ,,/ \~12:;, ~12/ ;t( I I ~i) ~ ~T LT , 0193 1/~ ~94 A V060 ~ ..... :,,_ & V060 A ~f,,'~,rJ ! ./ l><l f VB60 /----------- 1-1/2" 1-1/2" .........a ~ -[><J VC20 VG20 '- ~ <> o o c o / lJ \. - 1/ /' \ <) Q 1 I / " REFERENCE ORA W1NGS REV. REVISION A I PRELIMINARY UPDATED 4/21/09-- SUBMIRSIBLE PUMP PLA 8 ADDED EQUIPMENT NUMBERS & INSTRUMENT BUBBLES (TI \(n\ ~1g:Y~1~::; i --L (TF '\ ~2V A I (~FC\ ~19~/ I (FT \ (-Fl \ l~k9:/\119:/ I ~ ~) 0~ ~2V ~ D M I '0--- (P!\ ~19~ (PT-\ - - -- \ ' " ./ I I i 36x24 3~x24 -WA-36" .- PROJECT NO. SP07902 DATE 4/15/08 5/15/09 I t WA2 (CLASS 73) WA BY APP. WEYERHAEUSER CONFIDENTIAL PREVo owe, NO. ADP DR AWN DATE CHECK DATE SHT. SiZE D - 24x36 EPK 4/15/08 \KGF\42_B_2 DESIGN EPK DA TE 4/15/08 ,A.PPR. DATE SCAL.E NTS . MILL NO. WES D8te R~~eived: JUl 2 2 12009 i illaf l~,~~ ~ o co () > o co CD > ~: 1 _ TO EXISTINC POWER HOUSE ) x x x I I- i' ~ ....... EXIST. ........ <FROM EXISTING RiVER PUMP SIA TION FINAL SiTE PLAN JUL 2 8 2009 ,~ A Weyerhaeuser 0011 - SPRINGFIELD CONTAINERBOARD 06110 - MILL WATER SUPPLY & TREATMENT MECHANICAL RIVER WATER PUMP STATION PIPING AND INSTRUMENT TION DIA KG -42 SH ET 2 0011-105-06 :'.10- D0002-000 1 Z? of Z'7 POje.:> , 1 I ~