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Plans � _ �scw �, RECEIVED CONSTRUCTION DRAWINGS DURHAM FERMENTER DEC 1 2 2016 try OF TIGARD DUCTWORK REPLACEMENT PROJECT �UILI�INGDIVISION PROJECT LOCATION , LIST OF DRAWINGS 5W18olhtnve ' L ' - SN851hrAve � 3t"Jklallt6led GENERAL ASTORIA" I "° , C G001 - TITLE SHEET, LOCATION AND VICINITY MAP, DRAWING LIST gvver k _ _ 4{ `', I.y ' G002 - SITE ACCESS AND STAGING AREA PLAN t. CANNON I ODL'u,'rrvbaa $. d - #IfJe _ ¢sI BEACH I -. MECHANICAL l�I� �(/ GTON�isf�. PENDLEION 5 7.,:,,i..' � '�~x, "" ( :: t a/ 3 ,' ° t----, TLAND 1}lp -"=,�" yaw dT' M001 - MECHANICAL LEGEND AND GENERAL NOTES IT w'r OUR * / Glean Vdatea-Services M002 — DETAILS d d rtl';'---7,;::-.; M101 — SITE PLAN — DEMOLITION LINCOLN a � N � `Taa��" � �u�ham�dG�� CITY cC� SALEM r> BAKER a qm _ — M102 — SITE PLAN d CRYO° �< I -9 L M201 — SOLIDS BUILDING PARTIAL MAIN FLOOR PLAN x \..., `; STRUCTURAL E o ! EUGENE 4 BEND rr. ) S001 — GENERAL NOTES ra S101 - PARTIAL SITE PLAN 4 E ...' ` ' S102 — SOLIDS BUILDING PARTIAL FLOOR PLAN & DETAILS v COOS �+ e„• L F) U S501 — DETAILS VY o BAY / GRAMS r 4 A PASS : T C-. o BROOKING MEDFORD FALL DTH . , ii 41 k v CALIFORNIA „ g SOURCE:CODDLE EARTH C.' PROJECT SITE E REGION MAP ® VICINITY MAP NOT TO SCALE NOT TO SCALE A '. E fi 96155.W.PHen BoulevaN Salle 10) N BeaveMn,OreOon 9)005 ENGINEERING,INC.PO0 1603))263319 N Fu: (50])M&3328 U I £ng(rtcerinS�nrcyrwed Solwons" EmaR rnen94$meng con, ('��`� P,0)o0 No.:066.020,001 Contact KRISTINTRONE � ��G77itp�rQy. L .. PROJ NAME:. SHEET TITLE: 1968- 3 ERN:MJP DATE DECEMBER 2016 SHEET: 1 OF: 11 DWG a: FS DURHAM FERMENTER GENERAL PLOT 11., . DSN:!CHT EwcaG001 12/01/16 THIS BAR IS ONE INCH TITLE SHEET, LOCATION AND DATE' { m m CHK:EAC CAD FILE a:GOOLDWG WHEN DRAWING IS FULL Clean ommIt Services DUCTWORK REPLACEMENT VINCITY MAP, DRAWING LIST PLC NA 0001 °�.�Ro�� ,,-, III SCALE. Ovr commitment ii elnr, PROJECT APPD: SCALE:AS NOTED DESCRIPTION 2550 SW Hillsboro H Hillsboro,Ore on 97123-9379 ws 6835.001 I EXPIRES 12/31/17 REV# DATE ERN APPS W'Y• 9 PROJ#, 3 I, .• .L:(\'-=.-DIGESTER C• 'COMPLEX GENERAL NOTES ri A. CONTRACTORS SHALL CONFINE OPERATIONS TO THE STAGING AREAS AND WORK AREAS INDICATED ON THESE PLANS AND C �� SHALL COORDINATE WORK WITH OTHER CONTRACTORS ONSITE J I THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL NOT BE ENTITLED TO DELAY DAMAGES OR CLAIMS RELATED TO ONSITE • /�. COORDINATION WITH OTHER CONTRACTORS OR SUBCONTRACTORS. --: /moi. � /c�-�� o B. CONTRACTOR IS RESPONSIBLE FOR ANY WORK REQUIRED TO �n. o 41/ o I PREPARE STAGING AREA INCLUDING BUT NOT LIMITED TO ��/// FENCING, PAVEMENT MARKINGS, ETC. • c + HEADWORKS C. NORMAL WORKING HOURS ARE 7:00 AM TO 3:00 PM, MONDAY - / BUILDING I. FRIDAY. + m • J t` T 1 +/ I • I _RV, STATION MAIN / ' o / J I ENTRANCE iiiim �..� � ® J_..: _ _ SW 85TH AVENUE e NOTES THIS SHEET fis �i1i �+ "— — —" —"—"— ID mss:* , • • O1 STAGING AREAS FOR DURHAM FERMENTER DUCTWORK " / REPLACEMENT PROJECT CONTRACTOR. • R. �_ o7 GATED ENTRANCE + om .1 SRF I I' •- <v� - / ° PRIMARYR .,, /-o= ` PRIMARY C) A '� 2 STAGING AREA FOR LIFT EQUIPMENT WHEN IN USE. CRANE • 1/4 A 0&M F� CLARIFIER �- PRIMARY EFFLUENT L:. O p -- p CLARIFIER SHALL BE PARKED IN AREA INDICATED BY SHEET NOTE 3 WHEN r A, � N0. 4 ?. ic) NOT IN USE. n r-I OFFICES �" N0. 3m PUMP '- ll ,. i STATION 4SUBSTATION / A�O / PRIMARY ^ K a ;iii; p. J• — o ib CLARIFIER • o _ . 4'''' l c. o TPS o ¢ 3 STAGING LOCATION FOR CONTRACTOR ON-SITE JOB TRAILER. ,,,�`.``\ ID •- I/ , . Q •� NO. 1 ROgO q„ ^ ROAD "B" 1 O�'��o e- BLDG. O CONTRACTOR TO CONFINE PARKING TO WITHIN STAGING AREAS yo _ _ SHOWN. 'a /+ _ •� ///// p• ii,i CLARIFIER • f ♦ �• ' t ¢ Q o,o O / / // (7, N0. Z CHEMICAL • y' It • ti``,� —: 1� �/ BUILDING 1 i D 4 RESTROOM AVAILABLE ON MAIN LEVEL OF THE SOLIDS BUILDING `� / t", 1 o Oc `O O , //� FOR CONTRACTORS USE. CONTRACTOR TO CLEAN TO OWNER'S 4/ . EXCESS FLOW �; SATISFACTION. + DIVERSION s • / SOLIDS AERATION �_ o ® '. e11111112:,,• o STRUCTURE �� a \ BUILDING BASIN i® O5 GATE IS FOR EXIT ONLY. WORK AIMATE REA REA '��� SCLARIF ERY N0. NO. 1 niELECTRIC AERATION AERATION BOUNDARIES %Oj • 0 SUB BASIN BASIN 0 j���,i � %* STATION NO. ^ NO. 4 ,`., % SECONDARY ,, �_ 3 © ,,, v si CLARIFIER i� RAS O O' J� STATION \, 4000enc., CHEMICAL ¢o. PUMPING • 3 \ " CLARIFIER J / •l j SECONDARY SECONDARY `. \ ' CLARIFIER 1 \ NO. 1 % NO. 3 CLARIFIER O' / NO. 4 y.\\., f'-' CHEMICAL I <r CLARIFIER A-..., ) ; * •Q J/I'pSRS N0.2 CHEMICAL �© — •--_-- .—,_—: : - \ CLARIFIER p 4 e \ '9 Fj�T NO. \ O (s/1/0 TS' 3 0 itz- A CO \ Oi STORAGE G \t FO ♦ o BUILDING / \ r "-� SURGE BA IN RD® i O w FILTER -•—`-1-"--=— \- \ s + . BACKWASH \\\ \\ BA§IN ° SURGE BASIN 4 N ;\ NO. 1 A \I . i ----'-----} I I ill z 1 SITE ACCESS AND STAGING AREA PLAN SCALE: 1"=100'-O" �/T SW Men 1 GOO RAN' 5107 8eesolv.�M°re9o9 Sr999 • 100 6 106 260 Pare:{sor 728-3319 ' 1 _ ENGII�RING.INC.Few (933)nea3�T �•Q O P�.{T 3 U` .`J J' 1"SCALE 1IN 00E 0" g rc esw nom• E nva a•re�.�•J. �� 9 earn:oessn.001 Contort E SEATRONE 5 GI Ng / 5' DRN:MJP °RIG DECEMBER 2016 PROD NAME: SHEET TIRE 2 11 DATE: SHEET: OR DWG t` l9 9 P NOMME a OSN:KHr DWG#:G002 DURHAM FERMENTER GENERAL PLOT 12/01/16 (0-,E•'. THIS BAR IS ONE INCH CleanWaler Services DUCTWORK REPLACEMENT SITE ACCESS DATE G002 a 'qr 5.I1°>� CHK EAC CAOHLEsG002.DWG WHEN DRAWING IS FULL oD:wmmitmeutvele.n PROJECT AND STAGING AREA PLAN PLC is NA ``'9vaC�R'''. SCALE. APED: SCALE:AS NOTED REVS DATE ORE APED DESCRIPTION 2550 SW HOlsboro Hwy. Hillsboro,Oregon 971239379 cws 6835.001 I. EXPIRES 12/31/17 PROD#. 6' MECHANICAL LEGEND DUCTWORK FITTINGS(DOUBLE/SINGLE LINE)AND CONTROLS ABBREVIATIONS DOUBLE LINE DUCTWORK SINGLE UNE DUCTWORK AFF ABOVE FINISHED FLOOR GENERAL NOTES al 1i _e -0 SUPPLY AIR ELBOW UP BDD BACKDRAFT DAMPER A. CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE WORK BEING J —A -Q RETURN/EXHAUST AIR ELBOW UP BTU BRITISH THERMAL UNIT PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE BUT i —IZ —Q OUTSIDE AIR ELBOW UP CFM CUBICTFEET PER MINUTE ARE SUBJECT TO VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS (E) EXISTING OF DUCTS, PIPING AND OTHER COMPONENTS TO BE CROSSED OR EXI —D SUPPLY AIR ELBOW DOWN ESP EXTERNAL STATIC PRESSURE CONNECTED PRIOR TO BEGINNING NEW INSTALLATIONS. CORRECT , r� D EXH EXHAUST AIR DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS [/I Ei RETURN/EXHAUST AIR ELBOW DOWN AT NO COST TO OWNER. IMMEDIATELY NOTIFY OWNER OF "� "ss,1 FAD FOUL AIR DUCT CONDITIONS IN CONFLICT WITH DETAILS/PLANS. [v1 '4 OUTSIDE AIR ELBOW DOWN FRP FIBERGLASS REINFORCED PLASTIC B. INFORMATION PROVIDED ON THE DRAWINGS ARE MINIMUM __ ��. FLEXIBLE DUCT GPM GALLONS PER MINUTE REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION HDPE HIGH DENSITY POLYETHYLENE AND REQUIREMENTS. TURNING -7 SQUARE ELBOW HP HORSEPOWER VANE C. PROVIDE BID OPTIONS AS NOTED IN THE REQUEST FOR BID FORM. MA MAKE–UP AIR ALL OF THE ABOVE GRADE DUCTWORK TO BE PROVIDED IN ONE OF % MBH 1000 BTU PER HOUR � THE FOLLOWING MATERIALS: R=1.5D RADIUS ELBOW MFR MANUFACTURER a. OPTION 1 – FIBERGLASS REINFORCED PLASTIC (FRP). b. OPTION 2 – STAINLESS STEEL (SST), TYPE 304. C == ACOUSTICALLY LINED DUCT MVD MANUAL VOLUME DAMPER (SIZES SHOWN ARE NET INSIDE) (N) NEW • j OSA OUTSIDE AIR 1 - EXISTING DUCT PSI POUNDS PER SQUARE INCH __ RA RETURN AIR ----3 EXISTING DUCT BELOW GRADE SA SUPPLY AIR SST STAINLESS STEEL EXISTING DUCT TO BE ABANDONED BELOW GRADE REFERENCE ®I SUPPLY AIR DIFFUSER WITH THROW DIRECTION CONNECT TO EXISTING AT THIS POINT. g L_...1SUPPLY AIR SIDEWALL REGISTER VERIFY LOCATION, SIZE, AND CONDITION. 01 SHEET NOTE 0E-� Q EQUIPMENT MARK NUMBER o RETURN/EXHAUST AIR CEILING REGISTER SEE SCHEDULES L_I RETURN/EXHAUST AIR SIDEWALL REGISTER /� N /1\ REVISION E, L— MVD MANUAL VOLUME DAMPER 20x10 A V QM MD MOTORIZED DAMPER C 500/OBD DIFFUSER/REGISTER MARK NUMBER 0 .8- 0 FSD FIRE SMOKE DAMPER NECK SIZE 20x10 AE 0/0 QT/QS THERMOSTAT/SENSOR MOUNTED © 48" AFF 500 OBD VAV-1 WITH UNIT SERVED NOTED CFM �---OPPOSED BLADE DAMPER a NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS CONTAINED IN THIS LEGEND WILL APPEAR ON DRAWINGS. E a` A E I •4 E 'g, m 56156.W.Wien Boulevard safe 10 • Flow(663)7163115 car 165617tsa�za� A ENGINEERING,INC. . 1 P, ° NrglnhgrruNCSolarnns" Emal:rvre,g@me,Bawn Prcject No:oss.,no.m+ Contact 083)154080855 -�S$�G NE i DRN:MJP DRIc DECEMBER2016 PROJNAME: i99 SHEET TITLE: ) DATE: SHEET: 2 OF: 11 DWG#: / MECHANICAL DM omit DURHAM FERMENTER , C1eanWaber Services DUCTWORK REPLACEMENT MECHANICAL LEGEND DATE: <2724/- g D o THIS BAR IS ONE INCH PLDT 12101/16 M001 w x CM EAC CAD FILE*:M001.DWG WHEN DRAWING IS FULL x,199 . Our AND GENERAL NOTES PLCR NA 'IRDA.00- SCALE. PROJECT j APPLE SCALE:AS NOTED REV* DATE DRN APP] DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS EXPIRES 12/31/17 / - - PROD*: 6635.001 I THICKENER 1 800 0 CFM CFM (E) DUCTS AND DAMPERS A LOCATED INSIDE SOLIDS 41EF001 o w BUILDING. COORDINATE 4200 CFM co¢ LOCATING (E) COMPONENTS ---� CO z WITH OWNER. O / SOLIDS BUILDING —i - r -I TO 4-- 244 FAD ♦ 240 FAD _3 BIOFILTER . 4 A A 4200 CFM —1 —I —1 0 140 SA ----\SD q oL., 1+Ni,j V¢ Da ,_¢ 41 EF002z z co —z ` I___ 4200 CFM V 800 0 800 0 800 0 400 400 400 400 200 200 CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM CFM DIGESTER DIGESTER VFAD THICKENER WASSTRIP THICKENER FEED TANK FEED TANK WETWELL 3 TANK 2 NO. 2 NO. 1 L J eAIRFLOW SCHEMATIC NOT TO SCALE E 180 FAD MVD 240 FAD E OA 11,4.4 (E) FRP 180 ELBOW 4. - MVD NEW 180 DUCT SECTION WITH o MANUAL VOLUME DAMPER IA TANK AIR INTAKE - - REMOVE 180 FRP ELBOW AND (E) 1/20 SST BOLTS REINSTALL AFTER NEW MVD W (SEE NOTE 1) ..._ DUCT SECTION 1 o Wowt. S INE (E) ALUM NECK AND -\\\\\ FLANGES I ' I (E) ALUM TRUSS z REMOVE DUCT CAP AND (E) EPDM EXP JOINT SINGLE ARCH ,• TANK COVER SYSTEM a PROVIDE NEW 1/4" MESH , (E) ALUM NECK AND FLANGE 'is SST BIRD SCREEN - " ' (E) SST HOSE CLAMP TYP. 2 ' (E) SST HEX BOLT W/ DOMED I i jr NOTE: WASHER, GASKET AND NUT, NOTES: 1. PROVIDE INSULATED WASHERS TO TIP. (SEE NOTE 1) 1. PROVIDE INSULATED WASHERS TO PREVENT CONTACT BETWEEN SST PREVENT CONTACT BETWEEN SST AND ALUMINUM. AND ALUMINUM. (E) SST HEX BOLT W/ ALUM TRUSS TANK COVER DOMED WASHER, GASKET AND NUT, TYP. (SEE NOTE 1) 8 2 AIR INTAKE 3 FAD CONNECTION 00 NOT TO SCALE 00 NOT TO SCALE SGH 107aim mu b s S.W. m e mma,Oregon MGM 3RNV Sure:M9 7.3.19 ENGINEERING,INC.Fax: PM)PSS S �.,�sjN r . Em i rens .. a PROff i Rc�x[N>:08.020.001 cme.c KRISTIN IRONS X4-7 4,.GI3• 14. 3 DRN:MJP °°RII°E. DECEMBER 2016 1969 r PROD NAME SHEET TITLE: SHEET: 4 OF. 11 DWG& MENIMIMI MECHANICAL 3 DSN[KHT DWG#111002 THIS BAR IS ONE INCH DURHAM FERMENTER DETAILS PATE:12/01/16 �a sr SY., WHEN DRAWINN I FULL C1eanWater Services DUCTWORK REPLACEMENT M002 *q, .;� �' g CHK EAC cAD nLEtM002.DWG Ono commitment is clear. PROJECT PLC 7k NA - SCALE. 8 APPD: SCALE:AS NOTED ( EXPIRES 12/31/17 j REVS DATE ERN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS it 6835.001 GENERAL NOTES A. CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE WORK BEING PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE BUT \ ARE SUBJECT TO VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS 41////.I/Ie dC' OF DUCTS, PIPING AND OTHER COMPONENTS TO BE CROSSED OR I CONNECTED PRIOR TO BEGINNING NEW INSTALLATIONS. CORRECT 011` lir Q(E)180 AIR DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS INTAKE AT NO COST TO OWNER. IMMEDIATELY NOTIFY OWNER OF CONDITIONS SOLIDS / IN CONFLICT WITH DETAILS/PLANS. BUILDING ___________ (E)ODOR SCRUBBER NOTES THIS SHEET O THICKENER 1 (�) EXCAVATE AREA LARGE ENOUGH FOR DUCTWORK REMOVAL, FILLING OF 1 /���`�`' �Cr ✓Q 300 ABANDONED DUCTWORK WITH SAND, CAPPING OF ABANDOED DUCT AND CONNECTION OF NEW DUCTWORK TO EXISTING DUCTWORK. REMOVE 11. (E)300 FAD „>>.5� '� '''' ...,_41,!,11 ;�.. �T SECTION OF DUCTWORK AS SHOWN, CAP ABANDONED DUCTWORK AND -" ''2%.; - // a. 0) CONNECT NEW DUCTWORK. FOR NEW DUCTWORK INSTALLATION, SEE � ,014 O NOT USED. //f Vi.µ,:` (E)300 FAD O 2 (E)180 FAD® (E)180 FAD© Y;�T O `'~ 3 NOT USED. /..,:i ©(E)180 FAD ® REMOVE CAP AT DUCT END AND DUCT AS REQUIRED IN PREPARATION J� ="� ., 0(E)180 FAD • , / \ FOR NEW INSTALLATION. FOR NEW INSTALLATION, SEE 1/M102. ft %it � 5 REMOVE DUCT FROM TANK TO WHERE DUCT GOES BELOW GRADE IN THICKENER 2 O PREPARATION FOR NEW INSTALLATION. USE OPEN DUCT END AT GRADE �• ;.` O FOR SAND FILL OF BELOW GRADE DUCT TO BE ABANDONED IN PLACE. E AFTER SAND FILL IS COMPLETE AND VERIFIED, CAP OPEN END OF DUCT s AIR TIGHT. FOR NEW INSTALLATION, SEE 1/M102. /11". O THICKENER 3 y ® FILL BELOW GRADE DUCT WITH SAND AND ABANDON DUCT IN PLACE. USE :� (E)180 AIR INTAKE EXISTING OPENINGS INTO DUCT WHERE EVER POSSIBLE FOR SAND FILL. j._,...'''117 O(E)300 FAD © CAP ALL FILL POINTS AIR TIGHT AFTER FILL IS COMPLETE AND HAS BEEN ^o VERIFIED. v ly 0(E)180 AIR 7 ©(E)180 FAD INTAKE fo 4:1�/ �/ o / /." . i i � \ \/ \\\\ `<".// (444\4444.4..........WASSTRIP I \/ / / O TANK (E)240 FAD \\ A ` -� (4.)180 AIR INTAKE O(E)300 FAD LL E i Fli 1 PARTIAL SITE PLAN - MECHANICAL DEMOLITIONIII 2 101 SCALE: 1"=1O'-O" N ;W.9515 S W/Wen eoul"wrd 1I r� 1�0 l) ��'- - SWe 107 rven9n,Oregon 97005Phone:459317263319 D,1�Fn— ENGINEERING,INC.Pav: 15031 Hexa �(p�Q P11U1! SCALE IN FEET V` m 1"= 10'-0" •1:.ngNultnglwegING,bINC F.. m[3)Me.cam c Prolaf N".9530211.001 Corea&SRISTPIT2051E S�GS.N/Q-,4 O >i ORM MJP giTE DECEMBER 2016 PROD NAME 4 1 4 SHEET TITLE: nDATE SHEET: 5 OF: 11 DWG%: .� CDURHAM FERMENTER MECHANICAL 0.5 N:KHT Dwc a:M101 THIS BAR IS ONE INCH �eanWa1ej �IV1Ces DUCTWORK REPLACEMENT SITE PLAN o°E:12/01/16 Fa,Y 5.19%1''�'1 CNN EAC caoFlLEs:M101.DWG WHEN DRAWING IS FULL Our commitment deur. DEMOLITION PLC St NA M 1 01 FIRES 1 CPO /31/17 SCALE. PROJECT j APPD: SCALE:AS NOTED I EXPIRES 12/31/17 j REVS DATE MN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6835.001 PROD A: GENERAL NOTES A. CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE WORK BEING PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE BUT ARE SUBJECT TO VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS OF DUCTS, PIPING AND OTHER COMPONENTS TO BE CROSSED OR CONNECTED PRIOR TO BEGINNING NEW INSTALLATIONS. CORRECT DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS AT NO COST TO OWNER. IMMEDIATELY NOTIFY OWNER OF CONDITIONS IN CONFLICT WITH DETAILS/PLANS. 411411110' ir,—.---iit II ik 0(E)180 AIR < INTAKE SOLIDS NOTES THIS SHEET BUILDING 01 PROVIDE FUSION COUPLER BETWEEN EXISTING AND NEW SECTIONS OF HDPE BELOW GRADE (E)ODOR DUCT. EXTEND BELOW GRADE DUCT TO A 90' ELBOW AND PROVIDE SECTIONS OF VERTICAL rr,' RUBBERSCHDPE TO EXTEND HDPE DUCT TO 12" ABOVE GRADE. PROVIDE FLANGED END ON HDPE DUCT TERMINATION ABOVE GRADE FOR CONNECTION TO FLANGED END OF VERTICAL SECTION OF FRP OR SST DUCT. O THICKENER 1 -1111441.4# l t ToIL,(E)300 4 FAD O LOCATE LOW END OF HORIZONTAL DUCT RUN AT LEAST 8'-O" ABOVE GRADE. SLOPE ABOVE GRADE DUCT UNIFORMLY AT LEAST 1/8" PER FOOT DOWN TOWARD THIS END OF DUCT RUN. Q/� j/" ...\„,...„...,.......,..... .•, O3 BELOW GRADE HDPE DUCT ROUTED TO FERMENTER BIOFILTER ODOR FANS 41EF001 AND �, 41EF002, TO REMAIN. 240 FAD O ��� O MODIFY TANK INLET TO ADD NEW MANUAL VOLUME DAMPER. SEE DETAIL 2/M002. SET 180 FAD© ''`*..., �I, 146 FAD° AIRFLOW TO QUANTITY NOTED IN AIRFLOW SCHEMATIC 1/M002. 146 FAD O5 EXTEND AND MODIFY EXISTING EXHAUST DUCT FOR CONNECTION TO NEW ABOVE GRADE MAIN i` °186 FAD DUCT. SEE DETAIL 3/M002. LOCATE NEW DUCT ABOVE GRADE AT LEAST 8'-0" TO BOTTOM ,, ,, © �V�� OF DUCT. SLOPE UNIFORMLY 1/8" PER FOOT TOWARD LOW POINT OF DUCT RUN - SEE AF SHEET NOTE 2. PROVIDE NEW MANUAL VOLUME DAMPER NEAR DUCT TAP AT MAIN DUCT. 111111P1SET AIRFLOW TO QUANTITY NOTED IN AIRFLOW SCHEMATIC 1/M002. FOR DUCT SUPPORTS, SEE STRUCTURAL DRAWINGS. //// RINTAKE0 \\ O THICKENER 2 g0 REPURPOSE DUCT EXHAUST CONNECTION TO TANK AIR INTAKE. PROVIDE NEW MANUAL VOLUME DAMPER. SEE DETAIL 2/M002. SET AIRFLOW TO QUANTITY NOTED IN AIRFLOW e SCHEMATIC 1/M002. OTHICKENER 3 �a ' , 186 AIR INTAKE° O REPURPOSE TANK AIR INTAKE TO EXHAUST. EXTEND AND MODIFY EXISTING DUCT FOR 0 240 FAD CONNECTION TO NEW ABOVE GRADE MAIN DUCT. SEE DETAIL 3/M002. LOCATE NEW DUCT ABOVE GRADE AT LEAST 8'-0" TO BOTTOM OF DUCT. SLOPE UNIFORMLY 1/8" PER FOOT TOWARD LOW POINT OF DUCT RUN - SEE SHEET NOTE 2. PROVIDE NEW MANUAL VOLUME DAMPER NEAR DUCT CONNECTION AT MAIN DUCT. SET AIRFLOW TO QUANTITY NOTED IN AIRFLOW SCHEMATIC 1/M002. FOR DUCT SUPPORTS, SEE STRUCTURAL DRAWINGS. i Z414 O 186 FAD °186 FAD vtir� ® LOCATE NEW DUCT ABOVE GRADE AT LEAST 8'-O" TO BOTTOM OF DUCT. SLOPE UNIFORMLY �\�� �Q 1/8" PER FOOT TOWARD LOW POINT OF DUCT RUN - SEE SHEET NOTE 2. FOR DUCT .. . n� �� SUPPORTS, SEE STRUCTURAL DRAWINGS. \\�\ ���' g.T,' \.�\�\ ���Jj>� Og TERMINATE 240 DUCT BEYOND 140 DUCT CONNECTION AND CAP DUCT END AIRTIGHT. lo A .� .� .11410 CONNECT DUCT IMO MAIN DUCT AND LOCATE NEW DUCT ABOVE GRADE AT LEAST 8'-O" TO ..�.\ tgek* O BOTTOM OF DUCT. SLOPE UNIFORMLY 1/8" PER FOOT TOWARD LOW POINT OF DUCT RUN - \. \� + WASSTRIP / SEE SHEET NOTE 2. FOR DUCT SUPPORTS, SEE STRUCTURAL DRAWINGS. It \�. �. Q� O TANK 1/2 i (E)240 FAD© �� \� � , © "a 1 i ROUTE DUCT OVER TO SOLIDS BUILDING ABOVE GRADE AT LEAST 8' 0" TO BOTTOM OF . DUCT. SLOPE UNIFORMLY 1/8" PER FOOT TOWARD LOW POINT OF DUCT RUN - SEE SHEET _ ` - 4_- 180 AIR INTAKE° NOTE 2. FOR CONTINUATION, SEE 1/M201. 0 240 FAD . -11 12 COORDINATE LOCATION OF NEW DUCT ROUTING WITH (E) PACKAGE UNIT, (E) SUPPLY DUCT AND (E) RETURN DUCT. 0 t 0 DUCT CAP FOR DUCT FILLED WITH SAND AND ABANDONED IN PLACE AS NOTED ON M101 IN o SHEET NOTE S. FI 54- 1PARTIAL SITE PLAN - MECHANICAL 0 .z 10 SCALE: 1"=10'-0" 1� N 5£15 5.114.Men BwdkveN 3 10 0 .T� 10 20 RNV 9W.: 07 Beave9on,Greg=9.15 P1 f5]3j 3233:19 �r ENGIT�RTDTG,INC.Fe (Ran)0OAEOR ,��Q '1� ` SCALE IN FEET "'%sn�-,ar grmmsd.9o,; 101=es=9 4 P - 1" = 10'-0" R.N....cxe:oom Coax KRISTIJTRONE V54,�G7Ng. 4 7- . 3 ORA:MJP °R'GDATE, DECEMBER 2016 PROD NAME: sHEEr7TrLE: SHEET: 6 ON 11 DWG " -, e DURHAM FERMENTER MECHANICAL PLO7 12J01/16 USN:KHT DWG x.M101 THIS BAR IS ONE INCH CleanWaie Services DUCTWORK REPLACEMENT SITE PLAN DATE M102 ::::EL51?:::: s CHK EAC CADPLEt.M101.DWG WHEN DRAWING IS FULL PLo NASCALE. our conuoitmeu:is elem. PROJECT 3. APPD: SCALE:AS NOTEDREVf DATE DRN APPD DESCRIPDON 2550 SW HIgsbOtO HWy. I'Ellsbolo,Ofeg0I197723-9379 CWS { PROD# 6835.001 (E�oDOR • GENERAL NOTES SCRUBBER d� A. CONDITIONS SHOWN ON THE PLANS RELATIVE TO THE WORK BEING PERFORMED ARE BASED ON THE BEST INFORMATION AVAILABLE BUT ARE SUBJECT TO VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS OF DUCTS, PIPING AND OTHER COMPONENTS TO BE CROSSED OR �� / CONNECTED PRIOR TO BEGINNING NEW INSTALLATIONS. CORRECT O NO COST TO OWNER. IMMEDIATELY NOTIFY OWNER OF CONDITIONS IN —— �(E)140 FRP FAD ! n J ( it ; i,.1... CONFLICT WITH DETAILS/PLANS. /e. NOTES THIS SHEET ?___Iz UP V�M�1.1>r•1•!•IES, - T11 `. A W 111 0REMOVE (E) 140 FAD STARTING FROM AND INCLUDING ELBOW AT � 14� FAD BUILDING, TO AND INCLUDING TRANSITION TO UNDERGROUND DUCTWORK. z II--� \\3E-1 ©dam ` j PROVIDE DUCT CAP FOR DUCT FILLED WITH SAND AND ABANDONED IN jrf r \n � PLACE AS NOTED ON M101 IN SHEET NOTE 6. 111111111111111111. X 1 ' 1� F- `� I ice) ! i I Ci7 \ ELECTRICAL ROOM (T CONNECT TO AND EXTEND DUCT FROM DUCT MOUNTED ON SUPPORTS I I \ — f� �O ATTACHED TO SOLIDS BUILDING. SEE STRUCTURAL DRAWINGS FOR NEW I: r BUILDING MOUNTED DUCT SUPPORTS. , s. I ! BUL I 1- STAIRWELL- ! I i ! �� I LIQUID N0.8 0 O3 LOCATE NEW DUCT ABOVE GRADE AT THE ELEVATION REQUIRED TO POLYMER CONNECT TO MAIN DUCT OR APPROXIMATELY 9'-0" TO BOTTOM OF DUCT. GIN TANK TANK �_� �� SLOPE UNIFORMLY 1/8" PER FOOT TOWARD LOW POINT OF DUCT RUN - T�1 / SEE SHEET NOTE 2 ON M102. SEE STRUCTURAL DRAWINGS FOR DUCT IKNOT2 ( ( I I \ IP/ TMP ! TAN°KSBELOWill) ! t SUPPORTS. FOR CONTINUATION, SEE 1/M102. II (r�IJJJI I O4 ROUTE DUCT VERTICALLY FROM EXISTING DUCT ELEVATION TO NEW DUCT I I - II r I I _ ❑ ❑ ELEVATION. Ili LIQUID POLYMER ROOM I I X711 O C I JL �I �� \ — p /�J� COORDINATE LOCATION OF NEW DUCT ROUTING WITH (E) PACKAGE UNIT — AND (E) DUCTWORK. s , � 1 © ❑ U - E I 1 - - 8O GENERAL LOCATION OF DUCTS AND DAMPERS FOR TANK SUPPLY AND Y EXHAUST AIR. FOR REQUIRED AIRLFLOWS AND ADDITIONAL INFORMATION, 0 __ ❑ SEE 1/M002, AIRFLOW SCHEMATIC. . 6:E❑ L --- CENTRIFUGE ROOM DRY POLYMER ROOM 0 0 0 L , c _= 1 24x12 Q 1.11 o SOLIDS LAB lei I 1 p r 0 'J III E r a` — U LP 1 1. (16) 1 MECHANICAL - SOLIDS BUILDING PARTIAL MAIN FLOOR PLAN 201 SCALE: 1/8"=1'-0" i i ec . E 1 —Z 9515 S.W.Allen Boulevard Me 101 15 c R&W Beaverton,e107O70 WOOS Phone:OM)706.319 ENGINEERING,INC.Feet 15,315,7,0 Q P -U 'B Slnng ln2grvedSof"tlo."• Ern.:rarelp�nveng.com \�VQ�� /� Pegeet Na.056010.001 Contact KRISTIN TROVE vC—$11GI2F$�'✓?0, >i MN:MJP 0910 DECEMBER 2016 PROD NAME: ."'‘4 ta.6a Y9 a DATE: MilliiiiiIMMI SHEET TITLE: SHEET: 7 OF: 11 DWGR: DBN:KHT 55701 201 DURHAM FERMENTER MECHANICAL n !i'. SOLIDS BUILDING DATE:12/01/16 F yq-i- THIS BAR IS ONE ` ° WHEN DRAWING ISINCH FULL C1eanWater Services DUCTWORK REPLACEMENT PLOT M201 0 ,-5,14`,1'01 s CHK:EAC CAD FILEOurs*mmlml.nti�d.,r. PARTIAL MAIN FLOOR PLAN FLCIE NA �4RoA.00 SCALE. PROJECT APPD: SCALE:AS NOTED REV8 DATE DIN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6835.001MEMEEMIEll PROD* STRUCTURAL SHEETS: CONCRETE: SPECIAL INSPECTIONS: . S001 STRUCTURAL GENERAL NOTES 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301, "SPECIFICATIONS FOR 1. AN INDEPENDENT TESTING LABORATORY CONTRACTED SEPARATELY BY THE OWNER SHALL PROVIDE SPECIAL 5101 STRUCTURAL PARTIAL SITE PLAN STRUCTURAL CONCRETE FOR BUILDINGS". MIX PROPORTIONS SHALL BE PER ACI-301, METHOD 2 OR THE INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE STRUCTURAL S102 STRUCTURAL SOLIDS BUILDING PARTIAL FLOOR PLAN Sc DETAILS • ALTERNATE PROCEDURE. SUBMIT MIX DESIGN FOR REVIEW BY OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. SYSTEMS OUTLINED HEREIN. ALL OTHER ELEMENTS SHALL COMPLY WITH THE SPECIAL INSPECTION &TESTING S501 STRUCTURAL DETAILS REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. REQUIRED SPECIAL INSPECTION OF ., 2. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: STRUCTURAL SYSTEMS OUTLINED IN THESE CONSTRUCTION DOCUMENTS INCLUDE THE FOLLOWING AREAS OF WORK: GENERAL STRUCTURAL NOTES: TYPE f'c SLUMP w/c AIR 1.1. CONCRETE: 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. THE FOOTINGS 3,000 psi 1-4" 0.50 5% 1.1.1. CYLINDER TESTS, SLUMP TEST, AIR CONTENT CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF THEM ON SITE 1.1.2. DURING PLACEMENT OF REINFORCING STEEL & ANCHOR BOLTS AT ALL TIMES. 3. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 5% (±) 1% AIR ENTRAINMENT BY VOLUME. AIR 1.1.3. DURING PLACEMENT OF CAST IN PLACE CONCRETE (CIP) ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. 1.1.4. SPECIAL INSPECTION IS NOT REQUIRED FOR FOOTINGS WHEN THE REQUIRED CONCRETE 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED STRENGTH IS LESS THAN OR EQUAL TO 2,500 PSI. CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTORS RESPONSIBILITY TO REQUEST ADDITIONAL 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO 1.2. STRUCTURAL STEEL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. ACI-305. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE 1.3. STRUCTURAL WELDING, DOES NOT APPLY TO QUALIFIED SHOP WELDS. NOTE TO BE CONSIDERED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE QUALIFIED SHOP WELDS THEY MUST BE PERFORMED IN A PRE-QUALIFIED SHOP AS RECORDED BY 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY DRYING. THE JURISDICTION OF RECORD, A WRITTEN VERIFICATION OF PRE-QUALIFICATION WITH THE THE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC). ALL BUILDING ELEMENTS AND COMPONENTS NOT JURISDICTION OF RECORD IS REQUIRED PRIOR TO PERFORMING ANY STRUCTURAL WELDING IN A SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED 5. CHAMFER ALL EXTERIOR CORNERS 1/2" UNLESS SHOWN OTHERWISE. SHOP WITHOUT SPECIAL INSPECTION. IN ACCORDANCE WITH THE MINIMUM STANDARDS CONTAINED IN THE IBC AS AMENDED BY THE STATE OF OREGON. 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER CEMENT RATIO OF THE 2. THE TESTING AGENCY SHALL PROVIDE THE OWNER, AND THE BUILDING OFFICIAL COPIES OF ALL RELEVANT TEST 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE OWNER SHALL BE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH REPORTS AND SPECIAL INSPECTIONS. NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. ASTM494, USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT ADMIXTURES TO ENGINEER FOR 3. THE FOLLOWING COMPANIES HAVE BEEN PRE-APPROVED FOR SPECIAL INSPECTION, ALTERNATES SHALL BE REVIEW PRIOR TO CONSTRUCTION. SUBMITTED TO, AND APPROVED BY, THE ENGINEER PRIOR TO USE: 5. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL 7. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN CONFORMANCE CARLSON TESTING, INC. MAYES TESTING ENGINEERS, INC. NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF WITH ASTM C33. COARSE AGGREGATES SHALL NOT EXCEED 3/4". WATER SHALL BE CLEAN AND POTABLE. 8430 S.W. HUNZIKER ROAD 7911 NE 33rd DRIVE, SUITE 190 CONSTRUCTION. TIGARD, OREGON 97223 PORTLAND, OREGON 97211 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND SMALLER PHONE: 503.684.3460 PHONE 503.281.7515 6. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE SHORING AND/OR TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL SP-66. BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. PROFESSIONAL SERVICES INDUSTRIES (PSI) 9. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS, 2" FOR #6 AND 6302 N. CUTTER CIRCLE, SUITE 480 DESIGN LOADS: PER 2012 IBC & 2014 OSSC LARGER BARS AND 3"WHEN POURED AGAINST EARTH. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, PORTLAND, OREGON 97217 SPACERS, OR TIES. PHONE: 503.289.1778 DEAD LOADS AS CALCULATED SNOW LOADS 25 PSF 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY LOCATION. UNLESS OTHERWISE NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2'-0"AT 1603.1.4 - WIND DESIGN CRITERIA: CORNERS AND WALL INTERSECTIONS. SUBMITTALS: ULTIMATE DESIGN WIND SPEED, Volt 130 MPH RISK CATEGORY IV 11. FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 "GUIDE TO FORMWORK FOR CONCRETE". FORMS SHALL BE THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE BUILDING OFFICIAL SUBMITTALS FOR APPROVAL, PRIOR TO WIND EXPOSURE EXPOSURE C DESIGNED BY THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS CONSTRUCTION, FOR THE FOLLOWING ITEMS: REACHED ITS SPECIFIED 28-DAY STRENGTH. ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1603.1.5 - EARTHQUAKE DESIGN CRITERIA: FORMWORK, SUPPORTS, AND SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: LEVEL, 1. STEEL FABRICATION SHOP DRAWINGS, MATERIAL CERTIFICATIONS & WELDING PROCEDURES RISK CATEGORY IV PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE DRAWINGS. 2. CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES SEISMIC IMPORTANCE FACTOR, L 1.5 SPECTRAL ACCELERATION, Ss 0.959 g SPECTRAL ACCELERATION, Si 0.418 g SITE CLASS D STRUCTURAL STEEL: SPECTRAL RESPONSE COEFFICIENT, SDS 0.714 g SPECTRAL RESPONSE COEFFICIENT, SDI 0.441 g 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE PLANS: SEISMIC DESIGN CATEGORY CATEGORY D SEISMIC FORCE RESISTING SYSTEM(S) STEEL ORDINARY CANTILEVER COLUMN SYSTEMS PLATES, BARS &ANGLES - ASTM 304 STAINLESS STEEL (MIN. Fy = 30ksi) RESPONSE MODIFICATION FACTORS(S), R 1.25 PIPES - 304 STAINLESS STEEL (MIN. Fy = 30ksi) SEISMIC RESPONSE COEFFICIENTS(S), CS 0.857, STRENGTH DESIGN 2. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES. ANALYSIS PROCEDURE GENERAL PROCEDURE, PER ASCE-7 3. ALL STEEL EXPOSED TO WEATHER SHALL BE 304 OR 316 STAINLESS STEEL AS NOTED. FOUNDATIONS: 4. ALL STRUCTURAL CONNECTION BOLTS SHALL BE 316 STAINLESS STEEL, UNLESS NOTED OTHERWISE. HOOKED, 1. SOIL CHARACTERISTICS HAVE BEEN ASSUMED PER THE 2012 IBC SECTION 1806 PRESUMPTIVE LOAD-BEARING HEADED, THREADED,AND NUTTED ANCHOR RODS SHALL BE 316 STAINLESS STEEL, UNLESS NOTED OTHERWISE. VALUES OF SOILS CONSISTENT WITH CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT (CL, ML, MH AND CH) SOIL TYPES. THE CONTRACTOR SHALL VERIFY THE PRESUMED SOIL TYPES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER AND ARCHITECT OF NON-CONFORMING IN-SITU CONDITIONS IF PRESENT BEFORE SLOTTED CHANNEL FRAMING: PROCEEDING. 1. ALL CHANNEL FRAMING SHALL BE MINIMUM 12 GAUGE STAINLESS STEEL, ASTM A240 TYPE 304 OR A1046 SS 2. ALL FOUNDATIONS TO BEAR ON UNDISTURBED NATIVE MATERIAL, OR GRANULAR COMPACTED FILL. GRADE 33. 3. SOIL DESIGN CRITERIA, PER 2012 IBC SECTION 1806: 2. ALL FITTING SHALL BE ASTM A240 TYPE 316 STAINLESS STEEL. 3.1. SOIL BEARING - 1,500 PSF 3.2. ,I INCREASE ALLOWED FOR SHORT TERM LOADS 3.3. SOIL PROFILE - D 3.4. COHESION 130 PSF POST-INSTALLED CONCRETE ANCHORS: 3.5. EMBEDDED POLES, PASSIVE - 250 PCF 1. MECHANICAL: 1.1. MECHANICAL ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL MECHANICAL ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. _ PSE PETERSON STRUCTURAL ENGINEERS 9400 SW Barnes Rd.,Suite 100 Portland,Oregon 97225 2 o PR3n. (503)292-1635 �S ow NPp PSE Project No.: 16-309 y59 ZPE ♦r PROJ NAME: SHEET TITLE: SHEET: 8 OF: 11 DWG#: /! • DRN:THQ DATE: DECEMBER 2016 DURHAM FERMENTER STRUCTURAL ' DSN:THQ DwG#:S001 THIS BAR IS ONE INCH e ` 12/01/16 CleanWater Services DUCTWORK REPLACEMENT STRUCTURAL GENERAL NOTES DATE' SOO1 9�Fo"N CHK:EFL CAD FILE#:SOOI.DWG WHEN DRAWING IS FULL Our commitment is clear. PROJECT PLC NA I EXPIRES 12/31/16 SCALE. APPD: SCALE AS NOTED DESCRIPTION 2550 SW HIIISbOfO Hwy. Hillsboro,Oregon 97123-9379 PROD D, 6835.001 ENGR STAMP: REV# DATE DRN APPD 1 FOOTING SCHEDULE MARK PLAN THICKNESS REINFORCING F1 f--4'-1"---1 1 -6" (4)#4 E.W., T&B _,_ F 0 1/2" 4_1 0 —_ Slippr--,_ 1 /*&E1IR \ ! INTAKE SOLIDS / 1( 1 1 2-0 1/2' BUILDINGSEE S102 F (E)ODOR F2 1 _6. (3)#4 LONGITUDINAL, T&B CONTINUATIOSCRUBBERS I`—4_6 I (5)#4 TRANSVERSE, T&B OF DUCTWO• 4* 1 lik. 4 O THICKENER 1 fir/ 1'-2.-11"L 0 144 FAD A%"1.14141114* � \�O PER MECH FO , O\ 4.-6"--I �j�, F5 //AA PER MAEDCH '`/� rY 15'-0" F3 (4)#4 LONGITUDINAL, T&B 1' 6" /��10' 0" MAX I----4.-4"�1 (4)#4 TRANSVERSE, T&B `��\� 1-1'-8 1/2" F4 :�0�� i i,,� 3,-5' 0 0 ,, ,, 17'-6" ��� 1 •,, 184 AIR INTAKE_ O 180 FAD PER MECH OPPPER MECH O THICKENER 2 1-- 11" 2'-6" 11" DUCTWORK SUPPORT ,0' DOUBLE SUPPORT PER SCHEDULE AND 17'_6" F1 FOR 24" DUCT PER F4 (3)#4 LONGITUDINAL, T&B O THICKENER 3 DETAIL (TYP) i . (6)#4 TRANSVERSE, T&B I- 5'-3" I i / �' 240 FAD 180 AIR INTAKE ,0 PER MECH PER MECH 2_pf 0 0 0 T 17'-6" F1 7 1/2"—I I I I I--7 1/2" 180 FAD Q PER MECH Vir, 180 FAD PER MECH /\ �y1 �� �� 18'-0" 10 1 -6" (4)#4 LONGITUDINAL, T&B ,`� F3 ,� FS 1- -4'-4"--I (4)#4 TRANSVERSE, T&B F2 �J�F1 DOUBLE SUPPORT li —1-1.-6 1/2" \. \ 16'-7"f FOR 24" DUCT PER. 0 0 \ \,� ,� 41111 v'` F3`\J �� .44Siop, NN 10'-0' ' + .. �. i 11" 2,-7„ 16'-0" O WASSTRIP (E) 240 FAD \\����� +� TANK 41114404 \--e--, 180 AIR INTAKE 240 FAD PER MECH PER MECH NOTES: DOUBLE SUPPORT 1. ALTERNATE PIER FOUNDATION PER DETAIL FOR 24" DUCT PER 2/S501 Q 2. TYPICAL SADDLE SUPPORTS PER DETAIL 3/S501 AT TOP OF POST UNLESS NOTED OTHERWISE --- 3. DOUBLE SADDLE SUPPORTS PER DETAIL 4/5501 AS NOTED PS E 4. SAW CUT (E) CONC. WALKWAY AS REQ. FOR 1 PARTIAL SITE PLAN- 5101 SCALE: 1"=10'-o" BETWEEN NEW FOOTING AND WALKWAY PETERSON STRUCTURAL ENGINEERS 9400 SW Barnes Rd.,Suite 100 Portland,Oregon 97225 .� f,Z, (503)292-1535 C. ,,,1oINEER POE Project No.: 16-309 �y ezuasE/f DRN:THQ OAIG DECEMBER 2016 PROJNAME: SHEET TITLE: STRUCTURAL SHEET: 9 OF: 11 DWG x. 7 ,._. ,� DATE: DURHAM FERMENTER DSN:THQ Dwo#:5101 THIS BAR IS ONE INCH DaTE C1eanWater Services DUCTWORK REPLACEMENT STRUCTURAL PARTIAL P`°T 12/01/16 9j�or , CHIC EFL 'CADFaE#:S101.DWG WHEN DRAWING IS.FULL Our commitment is clear. SITE PLAN PLC NA S 101 SCALE. PROJECT (EXPIRES 12/31/16 APPD: SCALE:AS NOTED REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6835.001 PROJ„, ENGR STAMP. . (E) ODOR 4110' . CRUBBERS 7 1/2"9 1/2" (E) PRECAST (E) PRECAST WALL riliaWALL PANEL PANEL RIB iii / iii MAX. 140 FAD PER MECH • 2"MIN. ` X3" NEOPRENE PAD (TYP) L LILL 1%" " �. DUCT SUPPORT WALL BRACKET STEEL DOUCTTSTRAPL ____-.‘\ S PER DETAIL©(4-TYP) n--�� J (E)140 FAD 140 FAD PER MECH. WY 2-0 lir — w/ (E) SUPPORTS~— w/ NEW SUPPORTS P1000T TSTAINALIENSSG STEEL I GENERAL FITTINGS AND UP HARDWARE PER r_, r� r lL MANUFACTURER _ 1 — LOWER WALL BRACKET 3/a"4 316SS KWIK BOLT TZ. _ EMBED MIN. 2" IN PRECAST 71111111111114 CQNC. PANEL RIB (2-TYP.) I SEE SHEET S101 FOR T CONTINUED FAD ELECTRICAL ROOM DUCTWORK SUPPORTS T I II r 2 WALL BRACKET DETAIL / v 1 I I S102 SCALE: 1"=1'-O" "AIRWELL f \ , 0 NO. 8 (-- ,, ) D-----)1--- - r , QI- I Q Q 1STRUCTURAL - SOLIDS BUILDING PARTIAL FLOOR PLAN ® ' S102 SCALE: 1/8"=1'_D" PSE - PETERSON STRUCTURAL ENGINEERS 9400 SW Barnes Rd.,Suite 100ZV P - Portland,Oregon 97225 (503)292-1635 �1ra ENa1N¢t.R I PSE Project No.: 16-309 �W 132T32PE I. DRN:THQ ORIG DECEMBER 2016 PROD NAME: SHEET TITLE: SHEET: 10 OF: 11 DWG#: '�,,y , f, ,� - DATE DURHAM FERMENTER STRUCTURAL o' PLOT , '�:ia'�°0 DSN:THQ DWG x.S1O2 DATE 12/01/16 'Po THIS BAR IS ONE INCH C1eanWater Services DUCTWORK REPLACEMENT STRUCTURAL-SOLIDS _ S102 FOND CHK:EFL CAD FILEx.SIO2.DWG WHEN DRAWING IS FULL Our commitment is clear. PROJECT BUILDING PARTIAL MAIN FLOE NA 'EXPIRES 12/31/16 SCALE. FLOOR PLAN&DETAILS GWS 6835.001 APPD; SCALEAS NOTED REVe DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRODA ENGR STAMP: fn."x6" DUCT CLAMP IfY4"x6" TYPICAL SADDLE DUCT 7 SUPPORT PER YB" NEOPRENE PAD CLAMP 6" I--- (4) Y2"0 BOLTS j DETAILAlak 1" (jYp) BETWEEN CLAMP AND DUCT ,_ ______ / rill, 1 �J (4) YZ"0 BOLTS 1" (TYP.) , , IF } �O�3/sI 1 I DEPTH TO SUPPORT �� II I I Y OF DUCT 0 �4 (TYP-UNO) 1 I I L = 0 OF DUCT 2.. __�—�6 /'� — R%"x7"x'L' SADDLE tllwA— SUPPORT BASE PLATE 1 1/2"H } oritFt)/4." (TYP-UNO) -., (nP) 1 1/2" h_3/a"x7"x'L' SADDLE I I X3/6"x7 x L o ,��� ° (T1/2 SUPPORT BASE PLATE C 4„ POST TOP / IL3/s"x7"x'L' (4) Y2"0 BOLT8DLATE (4)5/"0 KWIK BOLT 10'-0" CLR 7 � �� o + POST TOP Y 1 1/2 1 1/2" TZ 31 6SS ANCHORS, MAX. t (nP)~I I EMBED MIN. 4" 6"0 SCH40 PLATE (4) Y2"0 BOLTS 6"0 SCH40 —11-1'-0"--I PIPE TOP PLATE Ya r 6 L = 0 OF DUCT PIPE ° ° IL'%"x15"x15" 6"0 SCH40 --k, BASE PLATE OVER PIPE 1 �0 ° I `/j� a 1' NON-SHRINK XI ALTERNATE: SUPPORT SADDLE MAY GROUT PAD BE WELDED DIRECTLY TO POST IN LIEU OF POST TOP PLATE 3 TYPICAL DUCT SUPPORT DETAIL T 2" CLR{ 1 1/2" 1 ° / / / S501 SCALE: 1"=1'-0" BASE PLATE . °.\ \/ ° a i / EMBED ° d - °-te• a..° {3" CLR • AS 3"+CLR \x//jjamj\j�j/\..:\/` TYPICAL SADDLE SPACINGMAX 30"REQ. (NP) ��\��\\�\\��\\��N, FOUND ON COMPETENT SUPPORT PER 24" DUCT TYPICAL SADDLE PER PLANS NATIVE SOIL OR DETAIL 24" DUCT SUPPORT PER - SHEET 5101 ENGINEERED FILL ® INTERSECTING DETAIL© 1 DUCT SUPPORT DETAIL /180" DUCTINTERSECTING 18"0 DUCT ®i S501 SCALE: 1"=1'-0" -- (2 TYP) 6"0 SCH40 SLOPE 2% AWAY I $ I\)/� , b �� \� 1 PIPE FROM CENTER / IN ; I CLR (2) #3 ©3"o.c. � -- C RI GRADE -i-ii - 1! 1IIIIMIIMIIIMITIMM r'-ii4 %��/\/' -11 1'-4'_{ 1" (TYP.)--I STEEL UNISTRUT P1000T ISS 1" (TYP.)--I� (EACH I \� I 1" (TYP.)�L SADDLE SUPPORT) EMBED POST INTO i\ ) PIER MIN. 2'-0" °I 1" 1 INY4� P1000T STAINLESS 40 I #3 TIES ©9" o.c. ° Y , STEEL UNISTRUT I I (TYp) / 1 R3/e"x18"x18' 6"0 SCH40 °I a ° \__// ° POST TOP PIPE (4) Y"0 BOLTS, PLATE PIPE (4) ELS TO POSTNTOP PLATE . 11111 MIN. 5'-0" EMBED 4 DOUBLE DUCT SUPPORT DETAIL (4) #5 LONGITUDINAL, NOTE: S501 SCALE: 1"=1'-0" EVENLY DISTRIBUTED 1. ALL BOLTS, NUTS, WASHERS & ANCHORS TO BE 316SS. 2. ALL PIPES & PLATES TO BE 304SS. 3. ALTERNATIVE PIER FOOTING MAY BE SUBSTITUTED AT POST LOCATIONS AT 4 ' CONTRACTOR'S OPTION. 4, 3" CLR �1' 6• :�-� PSE .. PETERSONSTRUCTURAL ENGINEERS 2 ALTERNATIVE PIER FOOTING DETAIL S501 SCALE: 1"=1'-0" 9400 SW Barnes Rd.,Suite 100 Portland,Oregon 97225 ,� F`B, (503)292-1635 �'s ENOINEE DRN:THQ °RRIGDATEDECEMBER 2016 PROD NAME: SHEET TITLE: PSE Project No.: 16-309 ///���4�V BtT3aPE SI- STRUCTURAL SHEET: 11 OE: 11 DWG#: %v.,,,,,_,. � f. /J�'L DSN:THQ DWG#:S501 DURHAM FERMENTER 12/01/16 / r +K,�p'° THIS BAR IS ONE INCH C1eanWater Services DUCTWORK REPLACEMENT STRUCTURAL DETAILS DATE: �✓ CHK EFL CAD FILE#:S501.DWG WHEN DRAWING IS FULL S5O 1 FOI SCALE. Our commitment is clear. PROJECT PLC/0: NA APPD: SCALE:AS NOTED (EXPIRES 12/31/16 I REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 CWS 6835.001 PROD M ENGR STAMP.