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Plans (2) A j RECEIVED SEP 27 2012 CONSTRUCTION DRAWINGS CITYOFTIGARD DURHAM AWWT P BUILDING DIVISION ODOR CONTROL SYSTEM IMPROVEMENTS PHASE 1 LIST OF DRAWINGS . G001-TITLE SHEET,LOCATION AND VICINITY MAP.DRAWING LIST G002-GENERAL NOTES.LEGEND,SYMBOLS,ABBREVIATIONS AND PIPING SCHEDULE PROJECT LOCATION CIVIL C001-CIVIL DETAILS I ..�valor r •. C002-CIVIL DETAILS II ., 4 N C003-CIVIL DETAILS III C100-SITE ACCESS AND STAGING AREA PLAN C101-EXISTING SITE PLAN AND DEMOLITION PLAN ASTORIA' `. 6102-SITE EROSION CONTROL PLAN R{V¢T N ,,, ., j ,' C103-SITE IMPROVEMENTS PLAN,AREA A• CANNON cove/�ti� _ - �.. f C104-SITE IMPROVEMENTS PLAN,AREA B CITY OF TIGARD WA �i� PENDLETON C201-IRRIGATION MODIFICATIONS-AREA A - / " -"RAND J y - _ r C301-IRRIGATION MODIFICATIONS-AREA B Approved ........•�...•..a•a�r 'Y ti r �,� ;;� II MECHANICAL Conditionally Approved.....___....[ """,,,] v L REVIA W a r i� - - M001-MECHANICAL LEGENDS,SYMBOLS,AND ABB T Letter to:Follow__ [ ] LINCOLN SALEM rr m BAKER "fr M101-SOLIDS BUILDING UPPER BASEMENT PLAN CITY we �. ��,� M102-SOLIDS BUILDING MAIN FLOOR PLAN Att i M103-SOLIDS BUILDING HVAC SECTIONS I ) "'°"""jr( e M104-SOLIDS BUILDING HVAC SECTIONS II Permit Number. ✓`� 1�• ` a d M105-SOLIDS BUILDING HVAC SECTIONS III l�Zr ` �t-•EUGENE w BEND aI M106-SOLIDS BUILDING HVAC DETAILS I - Addre ' �� M201-FERMENTER BIOFILTER PLAN Br rug& Date: If= ;; P . M202-FERMENTER BIOFILTER SECTIONS AND DETAILS c' COOS (1 ,-f y r M203-FERMENTER BIOFILTER ODOR CONTROL FAN Q BAY a M204-SRF BIOFILTER PLAN . 4 ' M205-SRF BIOFILTER SECTIONS AND DETAILS M301-SRF BUILDING DEMOLITION PLAN AND SECTION *' a M302-SRF BUILDING IMPROVEMENTS PLAN AND SECTION GRANTS �' PASS 4 SL ' -r ;y - STRUCTURAL ro S001-STRUCTURAL NOTES,SPECIAL INSPECTION AND TESTING SCHEDULE BROOKING ', MEDFORD KLAMATH \∎ L4 . S002 STRUCTURAL SECTiONS AND DETAILS :. FALLS CALIFORNIA ELECTRICAL • mi" "ai'' `■TH E001 ELECTRICAL LEGEND AND ABBREVIATIONS Approved plans SOURCE,n0,-,E EARTH E002-SOLIDS BUILDING ONE LINE DIAGRAM PROJECT SITE E003 SOLIDS BUILDING MCC ELEVATION shall be on job site CD REGION MAP VICINITY MAP E004 SRF BUILDING ONE LINE DIAGRAM AND MCC ELEVATION E005-ELEMENTARY-DIAGRAM AND MISC DETAILS C.; SCALE: NOT TO SCALE SCALE: NOT TO SCALE E103-SITE ELEC,IN A4 WrA4.11 McA'A'—',.- orn E201-SOLIDS BUILDING UPPER BASEMENT POWER PLAN La el E202- a 0 E301-SRIF GROUND FLOOR ELECTRICAL PLAN I` OFFICE COPY in PROCESS AND INSTRUMENTATION 2 1001-LEGEND,SYMBOLS AND ABBREVIATIONS E 1002-ODOR CONTROL FAN LOOP DRAWING UI I 0 1101-ODOR CONTROL BIOFILTERS PAID O CONFORMED SET , E THIS CONFORMED SET IS INCLUSIVE E OF ADDENDUM 1 AND 2. BID o DOCUMENTS DATED AUGUST 2012 v' ,, HAVE BEEN SIGNED AND STAMPED BY ? A PROFESSIONAL ENGINEER. 0 m o "g Inn 01:111114 ON is,r "0 U CL Q OZGE EDu.;NAME 81EET TIRE: SHEET OF DWG s N DRNTJA DAre AUGUST 2012 __. - � DURHAM AWWTP 1 4 ODOR CONTROL SYSTEM GENERAL o TITLE SHEET, LOCATION AND DA E 9/24/2012 G001 N- DSN.TJq Dvc•G001 THIS BAR IS ONE INCH /'v��jiL CHIC WHEN DRAWING IS FULL WGd11YYdLCf Services IMPROVEMENTS PHASE 1 N PLVM CAD FILE S1091014359001 Oar commitment I.clear PEG NA •- N APED scA�E SCALE 1 SEPT 2012 TJA PLVM CONFORMED ORANANGS PER ADDENDUM 1-2 Kennedy/Jenks Consultantsr> VICINITY MAP, DRAWING LIST rWs Q,___ NONE REV• DATE I DRN APP° DESCRIPTION 2550 SW H01560 o Hwy H IIsboro.Oregon 97123-9379 — 200 SW MARKET.SUITE 500,PORTLAND OR 97201 PROD• 6550 ENGR STAMP 1 CIVIL/GENERAL SYMBOLS PIPE AND VALVE SYMBOLS GENERAL PIPING NOTES 1 INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO FIRE PROTECTION WATER (EXISTING) FW FW BENCH MARK e)BM EXISTING PIPE 4— - —4. THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 8-10 2. SIZE OF FITTINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE. SEWER (EXISTING) SS SS SOIL BORING.IDENTIFICATION NUMBER NEW PIPE t- -1 STORM DRAIN (EXISTING) SD - SO ... - TP-10 UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE SOIL TEST PIT.IDENTIFICATION NUMBER PIPE TO BE REMOVED THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE WATER LINE (EXISTING) W W RW RW SPOT ELEVATION 10..35 PIPE TO BE ABANDONED t '� 3. PIPE SUPPORTS FOR PIPES<6 INCH DIAMETER ARE NOT SHOWN FOR CLARITY AND RECLAIMED WATER (EXISTING) d SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH GAS LINE (EXISTING) G G ELECTROLYSIS TEST STATION C)ETS FLEXIBLE COUPLING •- - SPECIFICATION SECTION 15050 1.08. TELEPHONE LINE (EXISTING) T T WATER METER Hi WM FLANGED,SLIP ON - 4. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED WHEREVER PIPING ELECTRICAL LINE (EXISTING) ....-- E —.... E FIRE DEPT.CONNECTION MECHANICAL JOINT 4--J ---4 PASSES THROUGH A WALL. CABLE TV (EXISTING) —CTV CTV— FIRE HYDRANT )J FLANGED COUPLING ADAPTER - 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE CROSSING UTILITIES (EXISTING) I UTILITY BOX(AS LABELED) • PROVIDED WITH THRUST RESTRAINT DEVICE,UNLESS OTHERWISE NOTED. THRUST FENCE R >, rr ELBOW-STRAIGHT RESTRAINTS SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. SEE SECTION POWER POLE +•I 15050 FOR RESTRAINING SYSTEM BASED ON PIPE TYPE. PROPERTY LINE/RIGHT-OF-WAY - - - - STREET LIGHT Q 0 6. ALL NEW PIPING WITHIN THE PLANT SHALL BE INSTALLED WITH RESTRAINED JOINTS. CONTRACTORS WORK AREA LIMITS WA WA ELBOW-DOWN STREET LIGHT AND TRAFFIC SIGNAL Q. 0 0 CENTERLINE 7. PIPE AND VALVE SYMBOLS USED IN THIS DRAWING SET ARE SHOWN ON DRAWING YARD LIGHT 0 ELBOW-UP M001. ALL OF THE ITEMS SHOWN ARE NOT NECESSARILY USED IN THE PROJECT. CULVERT WITH END SECTIONS — y TRAFFIC SIGNAL 0 REDUCER -- 8. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY HANDRAIL OR GUARDRAIL 0 0 0V 0 0 TELEPHONE RISER 0 T RISER TEE APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT WATER SURFACE REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. GUY ANCHOR GRADE CHANGE LINE CATCH BASIN 0 C TEE-DOWN =a 1r. 9. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT RIDGE LINE R --------- R ----- TO AN EXISTING PIPE OR STRUCTURE.THE CONTRACTOR SHALL EXPOSE THE FLOW LINE -b—— — • HATCH LAYOUT HINGE SIDE K1 EXISTING PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION,SIZE,MATERIALS, TEE-UP i=iftV AND INVERT ELEVATIONS. GRADED SLOPE TOPE-+-�+1- 7`�il DROP INLET PLUG VALVE - TO 10. ALL EXPOSED PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. CLEAN OUT 0 CO GATE VALVE LABELING SHALL INCLUDE FLOW DIRECTION ARROW AND PIPE USE PIPE COLOR TO DITCH OR SWALE --- --V -� - BE COORDINATED WITH OWNER. DRIVEWAY N /1 SWING CHECK VALVE - ara CONTOUR MAJOR(NEW) ''0 11. FOR ALL ABANDONED PIPES,FILL END OF PIPE WITH CONCRETE PLUG PER DETAIL CONTOUR MINOR(NEW) HANDICAP ACCESS RAMP FLOOR DRAIN ® 2/C002. CLEAN OUT 12. WATERLINE CROSSINGS TO COMPLY WITH OAR(OREGON ADMINISTRATIVE RULES) CONTOUR MAJOR(EXIST) - 110 KEY NOTE 14 333. CONTOUR MINOR(EXIST) ---------------- SURVEY PANEL 6d VALVE BOX O MONUMENT OR SURVEY POINT Q - PIPING PIPING AND HVAC SCHEDULE SECTION CORNER VALVE TEST TEST ALLOWABLE TEST STRUCTURE OR PIPE(NEW) ABBREV SYSTEM SIZE SERVICE FLOW MATERIAL PIPE TYPE LINING SYSTEM PRESSURE MEDIUM LEAKAGE DURATION ELEVATION MARK(REFERENCE) V V CON CONDENSATE RETURN ALL B ALL BS80 X-1 - - 150 W NONE 4 HRS STRUCTURE OR PIPE(EXIST) ELEVATION MARK(DESIGN) --/ 111--- CW CITY WATER ALL B P PVC V-1 - A 150 W NONE 4 HRS D DRAIN ALL 8 G PVC V-8 - B 15 W NONE 1 HR DEMOLITION \\\\\\\ FLAG NOTE .�j D(PERF) PERFORATED DRAIN ALL B G PVC 1 VA - - NO LEAKAGE TEST REQUIRED FAD FOUL AIR DUCT ALL B P HOPE U-1 1 - - SEE SPECIFICATION 02399 CONCRETE IN SECTION f// DETAIL REFERENCE FAD FOUL AIR DUCT ALL EA P FRP SEE SPECIFICATION 15800 SEE SPECIFICATION 02399 STEEL IN SECTION SECTION(LETTER) IRR IRRIGATION PIPING ALL B P PVC SEE SPECIFICATION 02811 DETAIL(NUMERAL) Ty NPW NON-POTABLE WATER ALL B P PVC V-1 • A 150 W NONE 4 HRS �� PA PLANT AIR ALL B P CUP T-1 I WOOD IN SECTION G� 1-M\l� SA SUPPLY AIR ALL I P GS SEE SPECIFICATION 16800 SEE SPECIFICATION 02399 N DRAWING NUMBER - - GRATING IN PLAN DRAWN ON SAN SANITARY SEWER ALL. B G PVC V-5 SEE SPECIFICATION 15050 eq SECTION REFERENCE STM STEAM ALL B P BS80 X-1 150 I W I NONE I 4HRs c CHECKERED PLATE IN PLAN PIPING SCHEDULE LEGEND: § GRAVELED AREA IN PLAN SECTION(LETTER) E OR SECTION DETAIL(NUMERAL) SIZE MATERIAL PIPE TYPE AND VALVE SYSTEM NOMINAL PIPE DIAMETER(0)IN (FOR REFERENCE ONLY,SEE SPECIFICATION SEE SPECIFICATION SECTION 15050 o SAND IN SECTION INCHES 15050 FOR DETAILED PIPE MATERIALS) UNLESS OTHERWISE NOTED UI I _ DRAWNG NUMBER BS80 BLACK STEEL SCH 80 DRAWN ON CUP COPPER TEST MEDIUM BRICK OR CONCRETE BLOCK IN SECTION SERVICE 81 �� NOTES FRP FIBERGLASS REINFORCED PLASTIC A AIR B BURIED GS GALAVNIZED STEEL W WATER GRADE \��\` ��\/��j� ) 1. THIS IS A GENERALIZED INFORMATION SHEET.THIS E EXPOSED I INTERIOR,EXPOSED HDPE HIGH DENSITY POLYETHYLENE O ASPHALT CONCRETE CONTRACT MAY NOT USE ALL INFORMATION SHOWN ON PVC POLYVINYL CHLORIDE ALLOWABLE LEAKAGE %�! 1/! !/! THIS SHEET. SS STAINLESS STEEL PIPE TEST DURATION SHALL BE 4 HRS. (IN PLAN OR SECTION) FLOW SEE SPECIFICATION SECTION 15050 ✓ 2. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE, SEE G GRAVITY ALSO OTHER ABBREVIATIONS AND SYMBOLS SHEETS. P PRESSURE CT, o o 014,51 PRsi7 . AP • 1^,f DRN ORIC AUGUST 2012 PROJNAME DURHAM VV VTP SHEET rilEE SHEET 2 OF. 40 ON.. •'-CON a sLC DA ODOR CONTROL VSVYI SYSTEM GENERAL ATE ensnolz G002 , rvAez3- N DsNTJq DWG. G002 THIS BAR IS ONE INCH GENERAL NOTES, LEGEND, _ _ ( eatl�lVaher Services IMPROVEMENTS PHASE 1 PLC: NA N ORE PLUM CADFILEr109101435g002 dwg WHEN DRAWING IS FULL Our eooaim.■t 4*Isar Kennedy/Jenks Consultants©, SYMBOLS, ABBREVIATIONS � � '6'Pp scn�e NONE SCALE. R�� DATE DRN APPD °escarvraN 2550 Sw HIIISMm Hwy HIlisDOro.Oregon 97123-9379 900 SW MARKET.SU17E 500 PORTLAND OR 97201 AND PIPING SCHEDULE PRO Jr 6550 ENOR STAMP LID MARKINGS PER CONCRETE COLLAR TO BE LID IDENTIFIER INSTALLED ONLY IN 8" NON-PAVED AREAS / NO4 C,_;• I MANHOLE FRAME,COVER,AND COLLAR .d 2 HOLES FOR SEWER NO HOLES FOR t•�• T:Y� WATERTIGHT AC OR GRAVEL ROADWAY AREAS NON-PAVED AREAS - t�=� `/i• �/ PRECAST SPACERS AS '- j NEEDED TO ADJUST TO GRADE SEAL SURFACE OVER JOINT 1 Z WITH TACK MATERIAL AND 6"MIN p row —RESTORE SURFACE 4. PRECAST CONE O SAND(AC PATCH ONLY) ASPHALT CONCRETE PAVEMENT,PER .- Z ♦A. SAW-CUT ONLY STRAIGHT \�^ DETAIL 4/C001 2"SQUARE OPERATING NUT CENTERING RING �� 0 VERTICAL JOINT(TYP)TACK MOUND 3"TO ALLOW FOR ELASTOMERIC COAT CUT EDGES I t EXTENSION STEM JOINT SEALANT SETTLING AND HYDROSEED 2 1 r• REDWOOD OR TREATED WOOD CI SCREW TYPE(SHOWN)OR TYPICAL AGGREGATE BASE COURSE ! PRECAST CONCRETE TYPE z LL UNDER ROADWAY, .(:;9,', -°oar o " a SLOPE SIDE ALTERNATIVE BLOCKS 2'x 6"x 12"LONG ° 0°0 ' CONST(TYP) ON BACKFILL TO SUPPORT D w f o o VALVE BOX WITH EXTENSIONS O 24 3/4° PER DETAIL 4/C001. °.% •o°oCOy- • VALVE BOX.- 2 vwj i L I I I SHEETING OR SHORING, 00 po , APPROVED NATIVE BACKFILL \ ( . AS REQUIRED Z PRECAST 1 .0;,•°o% OR IMPORTED BACKFILL, j . I z AS SHOWN MANHOLE RISER o••/.•"%" A"I�'�� AS REQUIRED o°•°0II°o x CO • 7E=1� 3"WIDE WARNING TAPE can o°• SEE SPECIFICATION w 1 4 w SECTION AS r,12" o' -X 12 SECTION 02301 w OM - ate o e 6-ORAWINGS el REQUIRED 2' 22" o&\r°moo x 0 �/ 7/S" TONING WIRE �I�Oo2' % VARIES j i ..N .. : j REINFORCED NFORCED � PIPE ZONE BACKFILL ��?'R`!� x„ ® 2T ��°of ?`.�-oius�sa w MATERIAL,SEE �, °0 s " 9"12" MANHOLE 1 3 I 25" I 02301 CROWN SECTION CROWN ;� rt'>y�° 6" rill. STEP RINGS 1 _tl`_ ,/� PIPE ZONE- a'.- : -,,, INVERT Sin� SPRINGLINE ��f L / %.I■I,I.% 5 TOE PENETRATION OF BOTTO PIPE BEDDING A LID IDENTIFIER 6"AGGREGA r411 ��.��.�PAirg s•- "' %°" SHEETING AS REQUIRED I V'','- BAS •t'��'i�.'`s�% ' ! �fy� % ! 1/2 _ y { BY THE CONTRACTOR SINGLE OR MULTIPLE PIPES. ITEM LID MARKINGS• PRECAST MANHOLE FLEXIBLE MANHOLE SPACING BETWEEN PIPES AS BASE SECTION A-A CONNECTION 24 1/2" SHOWN.OR AS REQUIRED FOR CONCRETE VALVE SUPPORT VALVE "VALVE- _ 31, PROPER INSTALLATION LOCATOR STATION "LOCATOR" MANHOLE BASE AND RISER SCHEDULE UNLESS OTHERWISE NOTED ON PLANS TYPICAL TRENCH DETAIL 2 METER "METER" SEWER MINIMUM MANHOLE BASE NOT TO SCALE cool DIAMETER,INCHES AND RISER DIAMETER,INCHES FRAME AND COVER BURIED VALVE DETAIL 0 21 OR LESS 48 NOT TO SCALE FLEXIBLE MANHOLE 24 TO 36 60 ma CONNECTION TYPICAL ALL 42 72 PIPES M. MANHOLE FRAME - #4 BARS @ 1/2" 1/8"R AND COVER,SET IN\ GROUT LAYER /� AS SHOWN _ CGC CURB PER ODOT SPECIFICATION 00480 12"OC CEMENT GROUT FINISH GRADE 6 ODOT LEVEL 3 HMAC PER ODOT SPECIFICATION ON PLAN 1�� SECTION 00744,2"COMPACTED THICKNESS • •�r��a��' ��II ir■ (NEW PAVEMENT AND OVERLAY AREAS ONLY) - ellik ;)Iiir. ODOT LEVEL 2 HMAC PER ODOT SPECIFICATION q • 'FORMEM _Ib #4 REBAR 8" SECTION 00744,2"COMPACTED THICKNESS LL Z a CONCRETE I (NEW PAVEMENT AREAS ONLY) ,A o I ''fGRADE RINGS � ,o°00II n�u 1/8" COLLAR _ v00400°°o%r0o°°.0 000; ^�UNTREATED AGGREGATE BASE p al 1 0��ovo00,�o°OOoo°eOoo� 1 - PLAN WEAKENED PLANE JOINT PRECAST ECCENTRIC WAN f oo°o ° o°oOO° z O;o°°o%r000°OOOo°004°:0°=°000°°00 CONE o°009 oo°Q�Obo 000 oo°•OOopo°` MANHOLE COLLAR MANHOLE TOP PLAN 000°0 °9�j o #4 BARS @ 5 FT MIN OR 1/8"R �0°00 0°, I �. 12"OC #4 BARS @ MANHOLE FRAME,COVER, \\�� Imo% AGGREGATE BASE AS SHOWN ON PLAN 12"OC 1/2"EXPANSION AND COLLAR INVERT CHANNEL STABLE SUBGRADE CURB, SLOPE 1/4"PER FT JOINT CONSTRUCTED TO SEE NOTE 3 :lid-K. UNIFORM FLOW LINES WITH NOTES 6"AGGREGATE BASE TOP OF SLAB PRECAST SPACERS AS �: :"�♦' GRADUAL TRANSITION _ o NEEDED TO ADJUST TO GRADE •� SECTIONS 1. CONSTRUCT 2"LIFT ODOT LEVEL 2 HMAC OVER EXISTING UNPAVED AREAS �I �a�0°000000 c,',3 �Y��{{''� REINFORCED A AFTER COMPLETION OF BUILDING FOUNDATIONS.MATCH ELEVATION OF t" -�°c°g o��° Cp • ►a°--1^� REDUCING m. �� 1� .� T / G.EXISTING AC PAVEMENT WHERE REQUIRED. '°O ►.�I♦EN SLAB , A 4111, A ,o 02. CONSTRUCT 2"LIFT ODOT LEVEL 2 HMAC OVER NEW AND EXISTING PAVED AREAS. 4"MIN UNTREATED o0 0000 °_.rn o __ ►� + 4 F' lIR'I" AGGREGATE BASE o ti 3. EXCAVATE AND STABILIZE SOFT SUBGRADE AREAS AS REQUIRED. STABILIZED UNTREATED 2 1 WITH WOVEN GEOTEXTILE FABRIC AND AGGREGATE BASE. 6"CONCRETE AGGREGATE BASE (, FLAT TOP MANHOLE DETAIL #4u~ CONNECTION CAL ALL SECTION EXPANSION JOINT v « ��' 4. WHERE CONNECTING TO EXISTING AC PAVEMENT,SAWCUT AND REMOVE 12"OF -o NM PIPES EXISTING PAVEMENT. SAND AND SEAL SEAM AFTER PAVING. °I NOTE: NOTES: FLEXIBLE MH CONNECTION TO BE FLEX BOOT BY KOR-N-SEAL OR 5. SAWCUT AND REMOVE DETERIORATED AREAS OF EXISTING AC PRIOR TO FINAL APPROVED EQUAL. PAVING AS DETERMINED BY ENGINEER. 1. ALL CONCRETE SIDEWALKS SHALL HAVE 1/2"EXPANSION JOINTS EVERY 30'AND SHALL O MANHOLE INVERT PLAN HAVE WEAKENED PLANE JOINTS EVERY 5'. 04 6. CURB TO BE"STANDARD CURB"OR"STANDARD CURB AND GUTTER"PER ODOT ✓ STANDARD DRAWING RD700. 2. ALL SIDEWALKS TO BE 6"THICKNESS WITH#4 REINFORCING BARS AT 12"OC BOTH WAYS. O O 7- MIN 6"AGGREGATE BASE UNDER CURBS 3. CURB PER 4/C001,FINISH SURFACING BEYOND CURB TO BE AS SHOWN ON CIVIL PLANS. STANDARD MANHOLE DETAIL 1 •CURB AND AC PAVING DETAIL 0 6-INCH CONCRETE SIDEWALK DETAIL Q QED PROF( m/z NOT TO SCALE NOT TO SCALE 1 Nad. 9 d NOT TO SCALE cool - <• DON TJA ORIG AUGUST 2012 - - __- PRO'NAME DURHAM AVVWTP SHEET T.TLE SHEET. 3 OF 40 DWG* !- IAN DATE. -- CIVIL ,r �alP . ODOR CONTROL SYSTEM CIVIL DETAILS I D"TE' 8/29/2012ravyvnsa` m DsN 0001 �-r��`�IIII � `�� N TJA owca THIS BAR IS ONE INCH CJeanVY 1 cNR PLVM CAD FILE WHEN DRAWING IS FULL .7Gi V1(CJ IMPROVEMENTS PHASE 1 COQ _ N •FILE NAME Oen commitment in clear PLC N. Np !/I-� - rn SCALE. Kennedy/Jenks Consultants,: �S ��Fli N APR° SCALE NONE cL'`'S 6550 ENGR STAMP oo REV a DATE ERN APPO DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro.Oregon 97123-9379 200 SW MARKET.SUITE 500.PORTLAND OR 97201 ` PROD• RISER EXTENDED TO SURFACE WITH TYPE I OR ---• YARD ALTERNATE PAVEMENT IV CLEANOUT,OR INTO FRAME AND COVER CONCRETE FILL PACK WITH NON-SHRINK (NO PAVEMENT) ALTERNATE WITH TYPE III CLEANOUT OR PRESSURE GROUT AFTER CONCRETE 2'-0"SO CLEANOUT.SEE TYPE VI CLEANOUT DETAIL--�A „5,SELECTIVE REMOVAL HAS SET .+-1 . OF CONCRETE WALL _ /T 6"THICK AS NECESSARY z CLASS E 7 /// CONCRETE PLUG WITH 2000 CONCRETE I 3" DRIVEWAY PSI CONCRETE I CLEAR ENTRANCE, SELECTIVE REMOVAL / V8 BEND CLASS E CONC '=" SEE DETAIL PAINT INSIDE OF PIPE ' �_ OF INVERT AND HDPE v _ ' Y %/r • ENCASEMENT N. 5/C001 FOR WITH LATEX BONDING _ .. :` LINING IF PRESENT AS $ 7,?^ '_ ��'!��!%• �, 4FT MIN WIDTH AS SPECIFIED REINFORCEMENT AGENT FOR LENGTH NECESSARY TO MAKE A yr '\ %� ONE PIECE STD \"\ ON DRAWINGS OF PLUG Y e" "� WATER TIGHT SEAL S LENGTH PIPE o0°op'oo 0 00°00 00 :"; ,,,p PROVIDE °On°000,°00.°0.° > ,,,-n° I. 2#3 EW r:V 7 �(\ SMOOTH ` „Alb ODOT 1 EXISTING AGGREGATE BASE ` '� TRANSITION TO CURB”PER \ ADJACENT "STANDARD N- . CAST IRON PAVEMENT WY DETAIL 4/G00I PIPE SIZE FILL LENGTH(L) FRAME AND STD PLUG 5-FT TRANSITION,EACH COVER I J DIAMETER>8" 48" SIDE LEAD SEAL PLUG PACK ANNULAR DIAMETER«B" FULL LENGTH �� a' CAULKED FERRULE SPACE WITH �I' 1 ''� =11� CLEANOUT SEALANT .,,,,,,,,,,e% CAST BELL -- 4"MIN ' FLUSH WITH / CONCRETE DRIVEWAY ENTRANCE DETAIL TYPICAL PLUG DETAIL © TYPICAL CLEANOUT DETAIL UNDISTURBED SOIL -J ENCASEMENT ( NOT TO SCALE C002 NOT TO SCALE NOT TO SCALE C002 TYPE VII CLEANOUT 4 GATE OPENING(AS SHOWN ON DRAWINGS) C002 10'MAX PER FENCE PANEL TYPICAL 4'GATE ,� NOT TO SCALE I VERTICAL BARB WIRE APRON 1 TOP RAIL GATE POST PLUNGER ROD-\ 1 98TRANDS OF BARBED WIRE ON EXTENSION ARM 1 a , ♦*.4•:•:•;•:••-IV •—' ♦ STRETCHER .♦�,` • ♦ .� :4.• �, �,♦A♦ itir BAR k ;I _ ♦ _ �� ` _ n •iii• END.CORNER OR 1 I x�♦ �y �� I : \ . �Yi: ,,, I INTERMEDIATE POST(-) 'I I..,.< �� ►�♦. i� I Q�♦, � _�.� �. ��,��a`.. !I �� i . BRACE y �1 ♦��S�� ♦♦ ♦i♦♦ (( it ♦�iLi �ii�a�0 i::::: . ♦♦ se se II I! :4% i II , II — ♦ ♦L. A �7y i♦ II Y ,,;. 3/8"0 TRUSS ROD �♦S1 ♦yr� ♦� ♦ ♦ • II :��,►►��♦♦ STRETCHER BAR b:t, t,,••• — I 1� ♦.♦♦.• ♦:� •��♦ �► ♦♦��i♦ lI•it I,: -----,77 404 E.:::o♦,�. � ♦O�i i4♦♦ ,° �►�� I I *...: I�� _'iiO4'♦ 318"0 TRUSS ROD _it *' Kt*, Ion LINE POST "II .. ) I. 1� il..lc II-" � 'IIe _ I WITH BRACE-J c '✓I`) BOTTOM GATE HINGE I I BOTTOM GATE HINGE rLJe GATE FRAME 7 1'1 .• 1'1 c TENSION WIRE(7 GA) Ir n . III ' I°1 v SEE DETAIL BELOW 11 v SEE DETAIL BELOW - A IF 1 v °I 1 TRUSS TIGHTENER >I 'I I °I I `I I v .'I 1. I z <•I o1 ° SEE DETAIL BELOW 1' < 1 '. 1°1 0 `. 1 PI c `' 1°1 P & I k 1 11_ 1 p I h' _. •117 CATCH 1 1 I., • ° 1 1 0 1 1 a I I BLOCK ° 1 1 1 --J LJ -L J LJ LJ - `NOTE ELEVATION NOTES:1 BRACING SYMMETRICAL ABOUT 1 CORNER AND INTERMEDIATE POSTS. PLUNGER ROD 1. FASTEN THE BOTTOM TENSION WIRE WITHIN THE BOTTOM 4'OF FABRIC. 12"DIA MIN al I 0i Ell= HOOK BOLT GATE FRAME • • 2. ALL TENSION WIRE SHALL MATCH FENCE FABRIC. M GATE FRAME o 41110 3/8"0 TRUSS ROD TOP HINGE 3. TENSION WIRE SHALL BE SECURELY FASTENED TO THE CORNER POSTS,AND SHALL BE TAUT AND FREE OF SAG.EIMIN p I• STRETCHER BAR �p� o Al UPPER FORK 4. PLACE NEW END(CORNER)POSTS ADJACENT TO EXISTING FENCE.WIRE POST TO EXISTING FENCE. GATE POST - I FORK CATCH o ® IT 5. REUSE EXISTING FENCE FABRIC WHERE AVAILABLE. ,_ BOTTOM HINGE pp°' ilui_./ TRUSS ROD _ TABLE I O. LOCK KEEPER LOCK KEEPER m �� J GUIDE GATE LEAF WIDTHS GATE POST FOOTING SIZE Y_GATE FRAME SIZE �11�� GATE FRAME AND SOCKET BALL :® (2)15'-0"WIDE 1'-0"DIA x 3'-0"DEEP 1.900"OD,2.28 LBSIFT SLOPE TO GRADE �+ UMW o TRUSS TIGHTENER DETAIL �L" L I I �' FOR PADLOCK — I • TABLE II o END,CORNER OR INTERMEDIATE RAZOR WIRE FABRIC HEIGHT LINE POSTS FOOTING SIZE POST FOOTING SIZE o EXTENSION ARM GATE HINGE DETAIL TYPICAL GATE LOCKING DEVICE - - — 8129 4,12- 8 FEET 1'-0"DIA x 3'-6"DEEP 10"DIA x 3'-6"DEEP P 0 PROFFf CHAIN LINK FENCE DETAILS 4111) ,fir N�' oy NOT TO SCALE C�,�i DRNTJA DAD AUGUST 2012 PRG NAAE DURHAM AWWTP SHEET TITLE SHEET 4 OF 40 bA• y Q� CIVIL °°+.o N DSN TJA D'�. C002 THIS BAR IS ONE INCH � ODOR CONTROL SYSTEM CIVIL DETAILS 11 DATE 8229/2012 �LYVrytN • CHI(PLVM CADFILE.FILE NAME WHEN DRAWING IS FULL +• �l IMPROVEMENTS PHASE 1 PLC. NA C002 1122214177-77/1 CA • — SCALE. °i``°'� �i.`I«` Kennedy/Jenks Consuttantso m• APED SCALE NONE D REV. DATE DRN APO° DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET.SUITE 500.PORTLAND OR 97201 M • 6550 ENGR STAMP FILTER FABRIC MATERIAL 60-INCH RUNOFF WIDE ROLLS. USE STAPLES OR WIRE WATER WITH ;,;_ te_,;;,; FILTER FABRIC MATERIAL RINGS TO ATTACH FABRIC TO WIRE. SEDIMENT ;;.��us ==px�;� i•,i'��.�� ■ BIOFILTER 2"x 2"x 14 GA WIRE FABRIC , y `�I IMP BAGS OR EQUAL(WIRE ON BACK T— ....*,4, 2"x 2"x 14 GA WIRE SEDIMENT• I rv.,. ti S• FABRIC OR EQUAL SIDE OF FABRIC) :+;441.6.0:::4...„` r' 1 i4v H h �{•, .ya':�,: S,.:)::::= v`• WATER FILTERED 644 { 4 4 PROVIDE 3/4"-1 1n"CRUSHE a I ��, /��vl BURY BOTTOM OF r �i�/� �� Y��j�� %i�%/l/:/v>�� A; BIOFILTER BAGS, ROCK BACKFILL IN TRENCH �,\i.• • „�� FILTER MATERIAL TYP ° ?_•! AND ON BOTH SIDES OF FILTER IN 8”x 12"TRENCH ____ tr, ,t; \\I 4 r ;:;:;;;7 N. BETTER OR EQUAL au Haul 1 e1, 1011�4�� n I1�I'�,' �4 STRAW ROILS AWE, I i II I �i:.. ALTERNATE:STEEL xpgApma 1 nn - -s •/ S MINIMUM 8-0"MAXIMUM IIIIIi11F1111 111111 I.' ^` -4 • WOOD STAKE FENCE POSTS. .mn w.. x NOTE: SECTION ELEVATION • -`�— STRAW ROLLS WRAPPED IN TUBULAR PLASTIC NETTING. PLACE IN SHALLOW TRENCHES AND STAKED ALONG THE CATCH BASIN AREA DRAIN CONTOUR OF DISTURBED SLOPES NOTE: CONTRACTOR TO PROTECT ALL INLETS IN CONSTRUCTION ZONE DURING CONSTRUCTION i FILTER FABRIC FENCE DETAIL 1 INLET BARRIER DETAIL 2 STRAW ROLLS {WATTLES) DETAIL 3 NOT TO SCALE C102 NOT TO SCAI F C102 NOT TO SCALE C102 REQUIRED WHEN BOTH PIPELINE TYPICAL PIPELINES ARE NEW OR WHEN SIZE DIMENSION ik ONE PIPELINE IS EXISTING 7 SMALLER THAN 3" 2-1/2" / 2-1/2" B, TO 12' 11% IIII LARGER 12" THAN 12" TABLE FOR PLAN 2UIRED DIMENSION f I 111111111Mi Mill ffi ,y Noe OWK N v Oil O 0 it, L MINIMUM ALLOWABLE F �, CLEARANCE IS 3".SUPPORT IS REQUIRED WHEN CLEARANCE IS BETWEEN 3"AND 12". E SEE TABLE FOR SECTION REQUIRED p' DIMENSION M CONCRETE SUPPORT FOR PIPE CROSSING DETAIL 0 ONOT TO SCALE ► PROF£ 4401 F G Nge rf% pi < DRN TJA DATE. AUGUST 2012 PH',NAME SHEET TITLE SHEET OE. DWG r '/ 1 cs. °R'� DURHAM AWINTP 5 40 m DS"TJA Der C003 ODOR CONTROL SYSTEM CIVIL 8n9/2012 eyory 2'1 w . THIS BAR IS ONE INCH �AIIWdterr Services IMPROVEMENTS PHASE 1 CIVIL DETAILS III Iry vg+` ° CH.(PLVM CAD FILE NAME WHEN DRAWING IS FULL PLCr NA C003 c+�� i Lv Our commit.is Clear. ,7i iarA SCALE Kennedy/Jenks Consuttantsc m APPD SCALE NONE REV• DATE DRN ADDS DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500.PORTLAND OR 97201 PgoJ r 6550 ENGR STAMP: ) NOTES: /� r ' / ( ! 1. CONTRACTORS FOR VARIOUS PROJECTS ' { �~- • I SHALL CONFINE OPERATIONS TO THE - / • �� ` INDICATED STAGING AREAS AND WORK ON THESE PLANS AND SHALL �� ,../---..,, COORDINATE WORK WITH OTHER ,,,, - \� ,J III 11 - - I CONSTRUCTION.CONTRACTOR SHALL NOT /� \\\ r ' /-� -____; I BE ENTITLED TO DELAY DAMAGES OR `` i \ CLAIMS RELATED TO ONSITE COORDINATION ft / h Ill C;;i J� • SUBCONTRACTORS OR I' • '/`` . I ' 2. CONTRACTOR IS RESPONSIBLE FOR ANY -1�.- I r.'\ ! j ��---.. 1 WORK REQUIRED TO PREPARE STAGING I I AREA INCLUDING BUT NOT LIMITED TO•-) I I I T N � I f FENCING,PAYMENT MARKINGS.ETC 1 ; • V \ j • �/ I HEADWORKS i �; �> UPON CONTRACTORS REQUEST,OWNER BUILDING i WILL PROVIDE OFFICE SPACE FOR STAGING AREAS FOR ODOR ■ 1 CONTROL SYSTEM -' PRIMARY INFLUENT FLOW i •/ , v / I CONTRACTORS USE IN EXISTING LAB IMPROVEMENTS PHASE 1 \ I I • Y a� / RV STATION BUILDING PROJECT.CONTRACTOR TO 'I i■ , — I I SPLIT STRUCTURE •/ I�` \ 1 _ I a� GATE IS FOR EXIT ONLY. CONFINE PARKING TO WITHIN- r--.-----.--._._�` ""--''� / 1 /= — — ' _ i, MAIN I �; Gr STAGING AREAS SHOWN �- °"" s° �� ___ — /� 1L--_ 1 _ _ ` 5. ARE 7.00 AM TO -- . 0� '" �� --- 4 00 P MONDAY FRIDAY•o .- T..,.-.fir. a �s -� r-\.� w. «.. SW.85TH AVENUE .1�i © l NORMAL WORKING HOURS A _� '-�' M M \y �� R ••— •--.-• -._ ,_._ • _ < SOLIDS BUILDING FOR CONTRACTORS — Y� e V.j ��//////////�� \, ' _ _ _ s REST ROOM L N I©"\- 1ws. ;j :j:,: J: i I PR R O 0 rGATENTateCONTRACTOR SHALE ESPONSR PRIMARY (y ` e v► / OSTGIN O��/ DEFILES /;� �t `� PIitMPSTAYKi , L I� _ . / `4, i. CLARIFIER .p0 �� r� 0 8 CONTRACTOR SHALL TAKE CARE NOT TO•__, , -- NO,I Rp. W . , I�1f�L- , I TRACK MUD,DIRT,GRAVEL,ROCKS,ETC. .,,, La- . \ q" • ROAD"B" } r APPROXIMATE WORK AREA '. pit ,�` // •_'� j - ` PCZ 1) ../.® \` ,,ice ,I INTO THE PUBLIC ROADWAY WHILE EXITING STAGING AREA. BOUNDARIES o.d �< / , ///, CHEMICAL 1. 1 II • \\ t>''•, _ &N. �y y /� 8(Jrp/rp ; 9. CONTRACTOR SHALL BE RESPONSIBLE FOR• / //\ / ` ;% 1 r3� s . -—`� ' ? , ! RETURNING ALL DISTURBED AREAS TO .\ / / J ORIGINAL OR BETTER CONDITION. \ 14111,1k ` \// \�fXCESS FLOW \\ ,, J1/ BIOSOUD�S 7--/------'--N--- AERATION STRUCTURE - — ("• ® �a• ''- t'� DEWATERING ! BASIN ,1 'q=1___. % 'j is _ \ \ `•• , • :WLDING \f� SECONDARY 1 /•-- NO.2 .-_-_ �. �I `` CLARIFIER j NO.I � ELECTRIC AERATIOI�I AERATION '\ (� �V\ BASIN BASIN 1 0.- ✓ �� •-•'„,„,,,-,•.;-,.,,, SUB STATION N0.3 NO.4 `0 i \\ • • /) ��.--".-o>l� SECONDARY ( CLARIFIER it \ \ • `J\ • N0.2 -.RAS • / PUMPING 1 _ \I . • STATION \\ *\ ,� � ''� SECONDARY SECONDARY !� $ / .„,„-"' ' \\\\\\ \ i� -, �\� ` CLA:FIER CLARIFIER j.N°.7 •s-'-': N 3 N0.4 /' \v A , � t 'l� rcA1� 7\ ,Vii' � it ' �. ! CLARIFIER i//q Q � ? /'' NO.2 / ,/ �� m _. ^ CHEMICAL / � s. \� �_'CLARIFIER ' ( • i I N0.3 =O' 1 1'$_ �1 �a . r 0 1 �"Tp STORAGE 1 / --- • --- • - SURGE BASIN RD. 11 I FILTER f •'_- •--'- .-._. . \\ 1. BACKWASH SURGE BASIN l „1- j--• A -_� I --_— i L ' lit! o 100 200 ZS µa ! 1 s ‘ • 1 PROFFS alDfI�IL • ��La si, 4 5 i-,,_ • DRN.TJq ORIG AUGUST 2012 ''''C'J NAME DURHAM AVV VV I P SHEE'T!TLE SHEET 6 OF 40 DWG . I'-GO DATE N MN- DWG•C100 ODOR CONTROL SYSTEM CIVIL DATE 8/29/2012 'z°r 4 P OT y 2. N ici DS" THIS BAR IS ONE INCH C1eanWater Se'Ivices IMPROVEMENTS PHASE 1 SITE ACCESS AND STAGING Cl 00 'Av ZS cRK pLVM CADFaE•FILE NAME WHEN DRAWING IS FULL c - o•.e•ssssid••tisde r AREA PLAN PAD• NA �IE��"P� m • - - SCALE. • Kennedy/Jenks Consultants — APPD SCALE'NONE REV• DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET.SUITE 500.PORTLAND OR 97201 Ma,N 6550 ENGR STAMP I -- - - - - - -! - - - - - - ---^- "� //� i , i�` -1 _NI_f1' NOTES: - - - -- - - - -- -- a �� - _- _ -- -- — - _ ^ -_ __ - _ _ -- _- - / /-- �_= / r ---� — ��_� C>.- DEMO APPROXIMATELY 144 LF OF EXISTING — — / i _ — — -^ — — — - ----- —_ ; y i `l ' J / f 'V J -��,�ru ` FENCING SALVAGE AND REUSE FENCING -- IINII II / ( �� l r l / I. `i/ -- ,- / // �r i J� �,/��r� WHERE POSSIBLE. J- \ // / / � r` r c/ -- , ! ' J f �� O LF OF(E)30"FAD PIPING BETWEEN NEW f, 1 j I 1J) I ( (J( � ; 7 "�" 24"FAD CONNECTION AND SRF. CAP BOTH 0,'!"' _ __ r ENDS OF ABANDONED FAD �� =�=_ 'r\',a\-- \I� \ / � ' ��/ /' C3 DEMO APPROX 12 LF OF(E)6"SAN LINE .� �'�� -- -- �t I / ✓ FOR INSTALLATION OF NEW MANHOLE. ■iiiiIIIIIIMI / 'SN\ �� ' 4^ r [4>. DEMO APPROXIMATELY 1.650 SF OF) J EISIG PAVING.it I i.--.03 / - _ fT1'il ( DEMO PPROXIMATELY 130 LF OF EXISTING CURB/ �r:: (E) "CW / . I �/ N. �' E 1"NPW I � ~ \ / / l DEMO EXISTING CATCH BASIN. -7.."..`7.\\ t ) s-- / ° i /` \ \�\` ( j! ` �\ ,/ / > PLUG AND ABANDON IN PLACE(E)12"• I f !/ �� STORM PIPING BETWEEN(E)CATCH BASIN � y - _------ `� 7 ' ` l l AND(E)STORM MANHOLE PER DETAIL \ Ael'E" r ,�, < J '/ /� / J r ( -- \.\\\ A 2/C002.•�\ \ \ \\\ \\ 'ito 1 1 ;J /7 / j \ \\\ E2'OW1"N- . 1"PA,\ � 1 1!2"3 31 e�- \ , ; w% FAD UNDER ROADWAY.CAP AND SEAL GAS II\ \ \ '� ,, _ I ( (FIELD{IERI `�� i/ (E)8*CW TIGHT OUTSIDE OF ROADWAY EXTENTS AS \ 'A \ 1 \�` 9 \ , / \ SHOWN.r• i 8 .s. Li PGE SUBSTATION D f ,.� I ` ( J 1"NPW,1"PA,1 1!2"STM,8 "CON FOR \\ �\1a ` \ �5- \ .-� �+ \ r INSTALLATION OF NEW FERMENTER \ o T i E 8 L ��\\ \1 \ ,\1\ � '; I (E)8" i'' \� 4 CW BIOFILTER.RELOCATE 2"CW,1"NPW 8 1"' 1\� \\ o� \\\, �; 't�:;� \ A' (E) ' (E)8"D' �� ► 1 PA LINES AROUND BIOFILTER AND•�• I1 (E)8"D L • ``\,�� ` S RECONNECT.PLUG(E)1 1/2"STM&1' CON \�\ l 41,r-?'1 , (E)2"PVC CONDUIT(PROFIBUS) (E)g" �{�R �` /F , , AT EDGE OF DEMOLITION PER DETAIL �/ �\\\ �� 1 r` ` E)2 4"PVC CONDUIT CENTRATE$SPARE) // \\\ \�``\��\ $\ "\ � ,•\` 4 •••�•• (E)1'PVC CONDUIT 9CL2) �� (E)2^ ` \_ `„ < // \ 0 2/C002.POTHOLE AND FIELD VERIFY • �\\\ `�1.`\ \ '4'4%,„..1 . .• - LOCATION,SIZE AND NUMBER OF EXISTING 1° / UTILITIES PRIOR TO BIOFILTER \\1, :!► �- , (E)18' ` �` / EXCAVATION. \ �` `\\\ ` ` \ •' / COVER EXISTING 20'BELLMOUTH AIR \ 7 \ \\ ` \ INLETS WITH BLANK BLANK TO BE \\\\` \- •'•;� © LEI e, 1 t ( 1'' �� \ • f / / PROVIDED WITH 6"DIAMETER HOLE IN THE 1 \ .• :....:•••• \ ` o� CENTER. PROVIDE 1 PERTANK,4TOTAL.• / / ,, C.c./7 LOCATION IS APPROXIMATE \ \\\ _ � t N �4\\� E 30"FAD �� "� /lG'�= r -•►��`� • p \� \\ \ \\ \ (ABANDONED IN P •9. ) •• '• \\' ` ,,, � (. 12. SEE LANDSCAPE SHEETS FOR IRRIGATION • - \ I ; \� \J PIPING DEMOLITION AND MODIFICATIONS \ \„l\\\��', �\\N\� s-\ (E)16"SAN / //; ` { LEGEND: _ \ \ `"\-:":-\��, \\\\�\ `� ,� SURVEY CONTROL POINT \ � J� �J /ir / /,V1" : ice 1 TBM1 �,� \` .‘\\.�� ` •j /�r �! ��y0 \ ■ lb TEMPORARY BENCH MARK ' SURVEY NOTES: '\ �� VA�� \ ��\ � � f / // / /.�� .: �� f%V A �` HORIZONTAL AND VERTICAL POSITION \\� ,,\\\ , \ \� \,./. ( ._J ('j/ J ( /0 r J ',-1. t r- - ( \ j ESTABLISHED WITH 5-HOUR GPS f \ \ �� t�A \ VAvNiiipe\fic.,?_ �<,�) ( 1l ,�I, �: \ sECESSION■ x \\ , ., 'mss\\ _-.�, ' 1 ,- , '� "'' r, • � ��.J /• ,\ \ N \\ \\ •\ \ \ \\\,----- �\ .E)2 e'c' DLlli(P DFlsus), b o �A� `�% )2-4 'VC C. ■UIT ENTRAII-,S SP ��' \: R �.� �� \\ \ \ (:)1"P CON"'ulr(M CLZ) / .q;�` BIOSOLIDS DEWATERING BUILDING � Z SURVEY CONTROL DATA TABLE ANN- .2_,\ •,....„‘ `-,- v, �; ��, tj ' COORDINATES k\\ , \`\\ ' `,\ / \\'' \ \\, 5t11, \,`, r' �� -*. I 0 20 40 60 POINT ELEVATION DESCRIPTION \\ \- \ `� ` \\ (I "`. )�4 6i O. NORTHING FASTING ,1 `\ \ •,..„„ ,\ �: �\ NN , \��`��\�\` \,\ \° \ gI TBM1 639653.39 7620879.40 153.15 PK \ �� \\ \ \, ��\'fa��.� �� _ m CP1 639733.07 7620767.59 150.99 PK \ \\ , \ , { \\ \‘`� \-,- \\ CP2 839790.09 7620826.60 154.92 PK-2 \ \\ '` / ♦ l �'-I v CP3 639509.41 7620628.88 128.35 PK IRON ROD WITH PLASTIC CAP �\ \`` \ `��\ \ ` - \\ ` `\' \\` \\.\\\\ \\-ter \�' \ \ • `� (E)ODOR SCRUBBERS 7.7.- \ \ 'N '`,' ,.... ‘,,, --•„,, s\, \‘‘ ..„‘ N . :5!--.\, \ ..- "---.. -.... . \ \\\ \ \ ,\.\ R FJ J N.a \ \\ )`Y•\` \ 1 \ `�l` \ \\�\��\ \\\\�\ — �� 4� 65.84 a °RN TJA o E AUGUST 2012 Pr,:°"""me:DURHAM AWW P SHEET Tr, SNEET 7 °F 40 0W0. • "•"�GO CO OSN TJA my"'C101 THIS BAR INCH ODOR CONTROL SYSTEM EXISTING SITE PLAN AND P"TE 8/29/2012 o'avyv` ` (�eanWafer Services IMPROVEMENTS PHASE 1 C101 cm WHEN DRAWING IS FULL PLC° PLVM c"oF�rFILENAME Oar emanateatisclam DEMOLITION PLAN NA �/1� i rn SCALE. Kennedy/Jenks Consultantsc 0 "PP° SCALE NONE REV 4 DATE DRN "PP° DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500 PORTLAND OR 97201 PRoJ, 6550 ENGR STAMP CO • _ I —i — _. _ _ _ -- — — — — — - —~ _ 1_,,, / //// ///�/ // _4, \`� �. –7777-- � NOTES: �' -- _ — J I_ — — — — — — T — A — — — — — — — ' i _ =_ J� /// / // ///r j / — FILTER FABRIC FENCE PER DETAIL 1/C003 — I - -- - - — — -- - ` ' _–1-------_-- / /, / F w `- A_ - - 1 — — -- — — — -. _ — — -- _ — - _ / i/// / / f S / — �� _ (v� \ PROVIDE INLET PROTECTION PER DETAIL oirmi/ D — — ._— — — __ — — — — - - _ S ter.;. — _ ///� /// ------ / ` / �'1 -C \\ 3 INSTALL STRAW WATTLES AT EVERY SFT /� / _ O CHANGE IN ELEVATION PER DETAIL 3/C003--/-—,— — , — -- —. — ; /f � ' I I i f r // .l r RESTORE DISTURBED SLOPES W/JUTE P. __.- \miligr-A. I • �B= TYPE MATTING AND HYDROSEED._ �i— ��r, 1 / , rl .2 / �y �� MA i / � i —_° L+` �� 1 �• - SEE SHEETS M301 AND M302 FOR ' 1 ii 2 N ^ � — — 1 . MODIFICATIONS TO THE SRF• —� NEW 7 N i r' / r I .� t<, / --1_____ i. \ (E)- NPW • "' / f / i// / �/ =� N // ` EROSION AND SEDIMENT \\ .� NEW 1/2 NPW—� I I/ © © ` -r / / CONTROL LEGEND: \\ �_ (E)2"Cw .-� ' / i / r'\' FILTER FABRIC FENCE b--�- \\ �;'��__ NEW 18"FAD i ,U <l // / FERMENTER ODOR \\ \ ' �. SRF ' (E)1"NPW \ // ` ` CONTROL BIOFILTER, STRAW ROLLS(WATTLES) • '`\\\ - 7 - (E)21"SAN o_ ! I ^, ` r // /� / /`` 4� SEE SHEET C103 \\\\ � ' i j I ` INLET PROTECTION ce \ \\`K\ � ` )III- *-�-- �� i- _" / , L / ,I ` \ / / `�, (E)2' PW,1' � l/2D 1 L \ °47ER \ . �� 5 J JO v,Y c i \ / \ 1 / CON . oFoicgs . , ,,,iy, /•,....4, -........„. K▪ ., ....,...7.--,..-- \ ,... ....„...„\\ ,..... .. , Apo i I 46._...-*--<-... \ ' ....,...-\". "--,:::... , ."-- ' iii.• i I\ J [ - ) , ,/ / ) •\\ �ti N. N �t r • /yr \\ \� \\,.� \ _o SUBSTATION ( 0 l ti { + , ` i `` A•\\\ r- 1 1 ` L /\\ \ . \\ ` �`\\�\ g., •` (E)2"PVC CONDUIT(PROFIBUS) --�.•.� "*f Aj/ r CW) (E \q� ? 0 40 \\•\\\ iii\\ \^`\ ` I I l—.._ t ' 1141 6'. •i I .. !c ' t©�� / 1. '-'.\ \\ 15-447 N L'.\\*" e' ' 1 t . .., 1 i, •,,,,, k . ,)7- /I / .. NN, �Y°\ V'` A\e\\ (E)30"FAD �� o l )) t y', / `.., \ N NNNN\o , n\`∎ ' s ,\\�\� \ (ABANDONED IN' S� I 'M��.! 4 �;i� �s3 ` .40 % 0) \\\\� 1 \ .\1:-,-,-,\\ \ (E)18"SAN �j� ^- \\ • \ VA V \\V N '�/i ! t� 0 ' �.� . LJI N\A"iiiirr,/.7 ----/' I, ' < 1 "( ( ; i j mil N'.\ \ \\ \'-' S N -'•NN\ ' N, 4 , .,- f r ..,./.// kir 1141460,40 4110,,40, / L i. / /')(t--- IF,* )111111111‘. 40..t.••••:,`,.,,, , .,. \ \ \\\ `..., \•.N- - \. (/*Vi-11W"... - • .- \\\ \ \S.'s N \-\\\ M \\ \ \\ \\, \\� • \\\� s ` \1 `I ` 1 1,(� �t�� 4 z,1\ \ _4, ---<;\V��'(--_ 1 '`_ i� �' v \\\ \ .1 \\ \ \ \� —' ) C CO DUI,-(P-OFIBUS) O \ d \`\\.. \\- , '�� \`— \\ Jt C CONDUIT i NTRATE&SPARE) i Z .\ C �\\\\ \`\ ` \\ ....,\''..\\.� .,\ CONI6UIT(M•CL2) % '- f.' • y!•\\ y`�\\ \ \ \ .--„, .\\� \ �'` \� %p `! M SHEETS FOR o zo ao so o \�\ \\ \ 1., \ l :� ,f/ 1H •"/ MODIFICATIONS TO _30' $I \ -'Imo-\ \ \. ` \ _�, \ ` ^ _-. ? Q 41,' �I+1�,/i� ESOLIDS-BUILDING ODOR �RUBBERS 8 \ \ \\ /1 \�\\\ .� ` l �... \ \ \ v o l O SOLIDS \ 'A .\\ V `' �' _ BUILDING \ sky `. \\,.,., ! %• A§4 \\ \ \ \ •>\ 1 \\', \ so -. — ` (E)ODOR SCRUBBERS ° 1V A VJVA A , i N.E, \\ \ , ...... \ ,,‘„,,,,,....._ v ,� ? --- --. _�� A.. fr- o- oar TJA DATE AUGUST 2012 "`""*"1 DURHAM AWVVTP eH1E,TrK, - SHEET 8 °` 40 °W°" o * si MN DATE C102 ODOR CONTROL SYSTEM CIVIL a<DT �'' IN TJA °"°° THIS BAR IS ONE INCH n I `eS IMPROVEMENTS PHASE 1 SITE EROSION CONTROL PLAN CAT' 8/29/2012 74v ° cHK PLVM CAD FILE*FILE NAME WHEN DRAWING IS FULL Cl�2 SCALE. O°'oe..ie. b..� e1i°` KC NA Kennedy/Jenks Consultants: 13=7/477//1 cws g APED SCALE NONE REV° DATE DRN Arab DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PRO!°. 6550 ENGR STAMP. '-..---7 ,,,i' ////2(`-x-'7 • -- ' .' p• zy: / /( j., ,. . ' , NOTES: , , ,--. •-, ...._ . ----- . , ,/ -• .' /' 7". ,- ' / / ,, ,---=---,, --, ,.. ---:- --- '' . -"-------:-.: .., ,....„ ,,,,, _ ,,---. „ .. ,, ,' , \\'\\ , ,/, -/- /, ,..,,,,y y. UNDERGROUND, 1/ ELECTRICAL 11 ,--- ,,. NEW r WIDTH / --,-, . ----•. - / -/- - >/..--/ / // / // -? ",, ,- / , -------'• ,\',1- , ,,,,,,;,../_zzi, CONDUITS ARE SHOWN BASED ON THE -X ''-', ,-.-- DRIVEWAY RAMP, '-'*, '---,-",--- ---. ,. .--,__ .---, //, / / 7/ s ,, I / '‘.. SEE DETAIL 1/C002 , -":1"--- ---- '-"--- --- (-- /./. j 1• ,-'' ,',/ / // 77---7 •• "/ BEST INFORMATION AVAILABLE. NO ....., / /7\/ * APPROX 22 LF OF .' ' ,, ,-. ''',.,..,,c,...,,..:_. . . •:.---,,-;-::::----___ EXPLORATORY EXCAVATION HAS BEEN NEW CURB,SEE -, -\ . ) - • / //// .. C/ / / / / / DONE TO VERIFY THE EXACT LOCATIONS. N., / te'''■-"-.: / DETAIL 4/C001 ,'. , ,. r '''';11 \ \., --- --- .------__ --___-, , -'' --:777:7- 77----'7, - / A CONTRACTOR SHALL EXCAVATE AND — i , , -- -..---. / / ,/- --„ FERMENTER ODOR CONTROL ," , / , LOCATE(E)PIPES AND ELECTRICAL /' . 1 11.' -*/ / • ,'- ,/-• „, .- „ .,„ ' __,-/-,-_,,, CONDUITS PRIOR TO BEGINNING WORK IN BIOFILTER,SEE SHEETS M201& ,,' , / .'f-7. — / / '-"---,. ‘ / ,,,,„\\ ic ,,,,____„„ , / M202 FOR DETAILS. , ///'z,/ / / ,-„: -„ ,,,, ,, -1- --,'' 7,l' 2 \'\ - '' 1'/:''' i 7- ---..'„,,,_ -- „//' / AN AREA AND SHALL VERIFY THEIR ____ ---- '.. / N, - 7, Z , -/ z v ---, ,,, / ' . , • . , , . /------/-- LOCATION RELATIVE TO THE PLANS. THIS __ -- / '.-...---• RETAINING WALL BIOFILTER ' / 'L\ //' / i" ,/ / 7- "/ 1 , / \ SHALL BE DONE IN ADVANCE OF THE , • ' /77/777,,,7-_,„,/,/ ../ / / PROVIDE ADEQUATE TIME TO ../ 4". • -"!.,/Z/ „/-Z/ZiZZ Z z , -' .. DETAIL 1/S002 ' ,\ / ' -71 ,,. , 'f., ADJUST THE VVORK IF NECESSARY. - -__ _--- C• .--VZ': ZZ7rry _ .:4H•'. 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VVHERE CLEARANCE IS , \ .•• " Z 7'ZZ Z Z ,Z .=•<,, Z,- ,Z,/ Z,Z- , )"-- WI"- / -... Z V Z Z ,Z,V VZ Z'Zz•zz'V 7 Z,Z Z. ,Zz ). ....1., - -100 2"Nh / ,//\ / --1741,4411-■ 7. . ,, ,-,, ., ,, ..--...---- PROVIDE CONCRETE SUPPORT PER DETAIL \ ---■ 4"tzk - ' -\- '--,',/,,z / --zy -VVV'''-( ZZZ,"Z ZZ.ZZ ' -7--..' . 1 r . ,■-,-- '47 "--. ---,-, .,■ •,2 NPW z, , / /,.-.- 4/C003. --..,.. \ \ „ s,..... _, -."---,„.... Z ." V ,,,,,,ZZ Zz,/-7/".. --,<..,7_,Z V Z/..„.7,Z,,,Z ,A.10011' . woo"- /1 •-.„.'"--,._ ---„, / „ ,/ c','..--' '-'-•- )., ---'`,,,.. .,',. Z ZZZ,,,/' /V,/CZ,:,Z,,,..7 ZZ„,, ,... .,04,11"......."' / ■■■■,...g. -_- 24" Aq "----.„----„, ---- '-'•".---,------...:S.-.---,-_-_ ---",'--27,7 ' 47 • --,.. ------,,„ ---.1",„.- ".!..--.1.---=,---_,:.•.-,_ ,,,, ---.. ..\`'___I\-• N 7 LC1EATED „OW,1"N7, ,_. -----N „ix, viz 7,-,,,,--„,..,/Zz z„,,,,,,,, //,- z li.i . „... .....„,,,0070 ,,,,,1„--;.<- -___,'-.,,,4,-, / ADDITIONAL INFORMATION ON LOCATION V', .N. 1"P, 1-110711kilr_CON / ------,,,,, .--72 7,-",,,.//Zvi,-,-- ,/,-'-'7:2/-7.-::::/7„/" NI 7....„,* 0.0•0 zz -, .,/ ' '-----. \ \ \ \ - ---..„ „//' 7---ZZ--Z--7 --" V ZX-- -...--,,-- -- , „• / //// OF ELECTRICAL CONDUITS. \ \ '-‘, \ ---..,, •-- / / / - 5. REFER TO TYPICAL PIPE TRENCH DETAIL --, `,„. „„, SOU r wALL oF STOEk.TE - „,,- „-„„.„- z „,--• z,„- _.„-- ..,,, . -", / / 1„. J ,' ../-----1---„,, N \ , ,z/,, / /(/ \/ ,/, ,>-\‹- _< \ ........,___„__ „, ,„,(5.. , .......... -.., 2"NPW ---- ...-:::" /I \ ' „.....„4.1, '-‘-'--..„,.<7.. /41, ''',-. ZZ.--y iiki, --- ,•-_ RIM EL=142.00 -..„ \ \ '', ''''' \ (E)CONTOUR -- -,-, ..-_- ,,----:::;-- --- — --\ ,..-,---- , ''-'-'-: "..\-\ ,, vi -- . IE IN(E)=123.47 \ \ '•--, \ ....., NEW CONTOUR ,./ C , /---7 -__/..„- „zz.„--- -,.. _, --,-,---.) ---,,,,,, ki IE IN(NE)=138.00 N\ \ \ '-- \ N. --- (TYP,1, ,,-- — -1- ":"•<" -`-- /-' ,.../ (ErtAS ----- .... ---_- -- ...„„„.---- ..--- - / # , / ;;;,,; \i'\ OUT(S) 123.37 _....,..„ ':-.-' // ) ,V .,..;.,-/ (E.,)9,AUSTIC_.-----.____----- _.1% ---, (E)8"DG sb1. 4■,fili . , N 'N \ '.-. 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AUGUST 2012 ►no+,wE OIEET=LIE, SHEET'10 a: 40 DIN r ✓•ARGON DURHAM AVWYTP ODOR CONTROL SYSTEM CIVIL CDT arzsnol2 `' %,,,2, °P °SNiTJA «C104 THIS BAR IS ONE INCH (�n 'r ►�i`e,S IMPROVEMENTS PHASE 1 SITE IMPROVEMENTS PLAN, °"'E 701 _� N C104 NCHR PLVM CAD ALE FILE NAME WHEN DRAWING IS FULL O�eoamitant�elat PLC• NA x rn SCALE. Kennedy/Jenks Consuftantsc AREA B 1s:�•;:� �7L t all m /WAD NONE • DATE SPA app DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 200 SW MARKET,SUITE 500 PORTLAND OR 97201 PRO R 6550 ENCH STAMP: 1 � " 1 ly�`' , I �- \�t=�� .. ,!, ��\, NOTES: • `� , �,: DEMO APPROXIMATELY 137LF OF 6" ■ gi, �� ` L A, IRRIGATION PIPING AS SHOWN ` , DEMO APPROXIMATELY 170LF IZ 1"� `4 ' / HEADS AS SHOOWN AND SPRINKLER `I FERMENTER ODOR CO TROL `♦BIOFILTER,SEE SHEETS M201 ,' 4lit, - \ 3 DEMO APPROXIMATELY 43LF OF 1.5"� ' ,, IRRIGATION PIPING AND SPRINKLER' HEADS AS SHOWN I RERs- .` DEMO APPROXIMATELY 731F OF 1.5" iiP GATIONEL N , ��, IRRIGATION PIPING AND SPRINKLER IL. lir •��`\� \ .y`r`\ ,,, r! HEADS AS SHOWN NIIIP: 4W4.1L*" . ' ,.\:4 ,--f• • v.ifr 011111110 f �.` \ \�� . ��'�� '.:6$ � 15o CAP&:TAKE(E)1 ** �`�„�_ , `■ AND \ / * RI TION Wfl IRR - TION LI J,� �• � /�!r 7 1111‘ ''''111 ` '�` �i, -,. � �� MIIIIII4aMM‘ \ s _� ��EMO .d.,<--4.--447 rim 111111111441111r1 VC 'RIG 10 � 4/4 ��1 ��r ��I%lor z a- lIPPw. 411��_.. ;ATE v.�� ;�� i it �� RRIGATION LIN�C _ �r� , i k...,1 ..- __ .... ""0'. ,glf � % _ / !I A110, 0 * - 1110 ilitAilvv, v /. _ PR, . 11 �j TA i • If A Of -/ AA. " 4 ,-,.._ .... A..... •� --�__ IRRIGATON .. �� v 444. , , NIW� j r O .iN ,40 i „,„:„..... ---___:,./ ".' 'Al r I- A. 1".,.. /Ii �'Od�� 0 1. 20 440 Am4Ir I II ;000144 A 8•,k .N_. / I 4/ / � ,s Na.so -I mog ■Ana we,E sneer TITLE sneer:11 oF. 40 DWG•. .-GpN o«�TJA AUGUST 2012 DURHAM AYWVTP R �� "+� ODOR CONTROL SYSTEM civil FLOE 8nsrza,z °�0fyz wommoi II ill to, D ITJA OAGIC201 THIS BAR IS ONE INCH n` abtri$ervi IMPROVEMENTS PHASE 1 IRRIGATION MODIFICATIONS- °"'� C201 'bv vrN CHI PLVM CAD FEE*FILE NAME WHEN DRAWING IS FULL Oar o*..iyrat r.Won. AREA A PLC* 1:1=EVAT f Kennedy/Jenks Consultants* AFCD SCALE.NONE REV . om APPD oescamriOn 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET.SUITE 500,PORTLAND OR 97201 mat 655 ENOrt STAMP. �r 1� i I! iiIi® ` -0 NOTES: as 1 DEMO APPROXIMATELY 155 LF OF ' EXISTING 2 PVC IRRIGATION PIPING 1 I AS SHOWN DEMO APPROXIMATELY 130 LF OF C� ! E I G 4"IRRIGATION PIPING AS r �I�I APPROXIMATE LOCATION OF EXISTING qii I .- <.•� , p.off IRRIGATION CONTROLLER TO BE USED FOR CONTRACTOR DESIGNED _i_ �--_ / BIOFILTER IRRIGATION SYSTEM Imiri.., .1.4 .4 I . it,2 , �■-..�;; „„, 1611111P li .L- 11 SRF �t� , /„ 41 co r SEE SHEETS I ��/� i Ar.....1.-- '_r 72301 AND 72302 •��=[_ �� ,�,,4.4. 4. 0 L5i illiP ,, .,, „,,, id, „if eih* I. I- ,_ ■, ., .,1_1_1,._1_. © -.'� i... 2,/„.,... ...„ ../i-. . ( ' tec t.. . ■ in ifoN qv _ �� 4 �r4•. '�i e.4 \ �.�� /tea DEMO E �PVC( ) REROUT (E)4 V elti ■ _ Iljij'rjJ'IJJ:HJIIJJJjIJJJI IRRIGATION PIPIN LATERAL / AS SHOWN IIII RE'OU E(E 4" �I�i�� R. AS I O ON•IPING I I_'111 - SR O.•-CON +OL Oho 810 ILTE',SEE SH - S N M2 8 M e5 FOR DET•ILS. i _o a (§ . 111111 %iit 8l ' DEMO(E) �� 0 10 20 { ,' LATERAL _ FENCE 2"P C LA I • / 1'=10• • 7 GATE VALVE IN _ RRI TION VALVE BO /WNW r:,- CAP&STAKE(E)2 4"IRR �� 7 / § *if PVC LATERAL AT EN• �f }S OF DEMOLITION PROFt�d Pig2 g-,--_ '‘* // q •ORIO PROJ NAA1E. SHEET TOLE: SHEET OF Q DWG. .14:7;)'... oRH.TJA DATE: AUGUST 2012 _- DURHAM AVWNTP 12 0 co N ODOR CONTROL SYSTEM CIVIL PLOT •+• 2 PD DNA TJA DWG 8/29/2012 N C301 THIS BAR IS ONE INCHr � IMPROVEMENTS PHASE 1 IRRIGATION MODIFICATIONS - aTE C301 4aV v� a CAN PLVM �FILE•FILE NAME WHEN DRAWING IS FULL Oar oommifm•rt ii skim PLC Nq Kennedy/Jenks Consuftantsc AREA B �7A1J�•;� iZI nPPO sous NONE • DATE t>RM APES OE�gpT10H 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 CPR11O5J• 6550 ENGR STAMP DJ GENERAL PIPING NOTES PIPE/HVAC SYMBOLS ABBREVIATIONS - 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO DESCRIPTION SINGLE LINE DOUBLE LINE & AND e.g. FOR EXAMPLE MJ MECHANICAL JOINT THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. f APPROXIMATELY E.L. EPDXY LINED MODIF MODIFICATION(-S) 2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. MINIMUM AT EL,ELEV. ELEVATION MON MONUMENT COVER SHALL BE 3'-0"UNLESS OTHERWISE SHOWN. EXISTING PIPE b CENTERLINE ELB,ELL ELBOW N NORTH DEGREE EL&C EPDXY LINED&COATED (N) NEW 3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT NEW PIPE/DUCT b 1 EQUALS ELEC ELECTRIC(-AL) N/A NOT APPLICABLE RUN OF PIPE,UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL FOOT ELEM ELEMENTARY NEUT NEUTRAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. PIPE TO BE REMOVED \��'\\ �' > GREATER THAN ENGR ENGINEER NGVD NATIONAL GEODETIC VERTICAL DATUM 4. NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. INCH ENTR ENTRANCE NIC,N.I.C. NOT IN CONTRACT FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND FLANGED,WELD NECK — HH-- O DIAMETER EP,EOP EDGE OF PAVEMENT NPW NON-POTABLE WATER APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL < LESS THAN EQ EQUAL(-LY) NTS NOT TO SCALE BE SPECIFIED. FLANGED,SLIP ON ---fl-- 6 I 4 # NUMBER EQUIP EQUIPMENT OA OVERALL 5. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED WHEREVER PIPING ESC ESTIMATE SEDIMENTTONTROL OC ON CENTER SCREWED OR SOCKET WELD —� 6 i .y % PERCENT EST ESTIMATE(-D) ODOT OREGON STATE DEPARTMENT PASSES FROM A STRUCTURE TO BACKFILL. A AREA ETC ET CETERA OF TRANSPORTATION 6. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED BELL&SPIGOT Q 6 1 1 AB ANCHOR BOLT(-S) EXIST.,(E) EXISTING OSHA OCCUPATIONAL SAFETY&HEALTH ADMINISTRATION WITH THRUST TIES,BLOCKS,OR ANCHORS,UNLESS OTHERWISE NOTED. THRUST ABBREV ABBREVIATION EXP EXPANSION P PIPE PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. MECHANICAL JOINT —Ill-- =5 AC ACRE,ASPHALTIC CONCRETE EXP JT EXPANSION JOINT PC PIECE ADDL,ADDIT ADDITIONAL EW EACH WAY PCF POUNDS PER CUBIC FEET 7. SYMBOLS,LEGENDS,AND PIPE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED ADJ ADJUST(-ED,-MENT,-ABLE) EW/EF EACH WAY EACH FACE P.E..PE PLAIN END THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN ARE NOT NECESSARILY ELBOW-STRAIGHT ir DEGREE FAHRENHEIT AFF ABOVE FINISHED FLOOR PE,POLY POLYETHYLENE USED IN THE PROJECT. PERIM PERIMETER AGG AGGREGATE FT FEET,FOOT PEN. PENETRATION 8. ALL PIPING WITH UNRESTRAINED JOINTS,SHALL BE PROVIDED WITH THRUST PROTECTION ELBOW-REDUCING a ALT ALTERNAT(-E,-IVE) FAB FABRICATE(-D) PER. PERFORAT(-E,-ED,-ES,-ATION) AT ALL DIRECTION CHANGES,UNLESS OTHERWISE NOTED. SEE THRUST DETAILS AND ANC,ANCH ANCHOR FAD FOUL AIR DUCT p&ID PROCESS(OR PIPING)&INSTRUMENTATION NOTES ON DRAWINGS. ANSI AMERICAN NATIONAL STANDARD INSTITUTE FC FLEXIBLE COUPLING FCA FLANGED COUPLING ADAPTER DIAGRAM 9. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. ��g— APPROX APPROXIMAT(-E,-LY) FDN FOUNDATION PLY. PLYWOOD PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES ELBOW-DOWN C+ vU ' ASPH ASPHALT AND MECHANICAL EQUIPMENT. FF FAR FACE,FINISH FLOOR PRESS. PRESSURE ASTM AMERICAN SOCIETY FOR TESTING FIG. FIGURE PROP. PROPERTY 10.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATING AND PERFORMING THE ELBOW-UP 04— AND MATERIALS FIN. FINISH(-ED) PSF POUNDS PER SQUARE FEET CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER AWG AMERICAN WIRE GAUGE FIN.GO FINISH GRADE PSI POUNDS PER SQUARE INCH THIS CONTRACT TO THE EXISTING PIPING AND FACILITIES,AND TO THE WORK OF II AWWA AMERICAN WATER WORKS ASSOCIATION FLEX FLEXIBLE PSIA POUNDS PER SQUARE INCH ABSOLUTE OTHER CONTRACTORS. _JL BCV BALL CHECK VALVE FLG,FL FLANGE(-D) (PRESSURE ABOVE VACUUM) 11.PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT CROSS I 1r FLR FLOOR BF,B.F. BLIND FLANGE PSIG POUNDS PER SQUARE INCH-GAUGE TO AN EXISTING PIPE OR STRUCTURE,THE CONTRACTOR SHALL EXPOSE THE EXISTING V FM FLOW METER,FORCE MAIN BFV BUTTERFLY VALVE (PRESSURE ABOVE ATMOSPHERE) FREQ FREQUENCY PIPE OR STRUCTURE TO VERIFY ITS EXACT LOCATION,SIZE,MATERIALS,AND INVERT BIO BIOFILTER FRP FIBERGLASS REINFORCED PLASTIC PV PLUG VALVE REDUCER —� - BLDG BUILDING PVC POLYVINYL CHLORIDE ELEVATIONS. FT FEET 12.ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. LABELING SHALL B.M. BENCH MARK FT 3 CUBIC FEET PVMT PAVEMENT INCLUDE FLOW DIRECTION ARROW AND PIPE USE. TEE I BOT BOTTOM PW PLANT WATER,POTABLE WATER FT 2 SQUARE FEET BS BLACK STEEL FTC FOOTING R,RAD RADIUS 13.ALL PIPING UNDER STRUCTURES TO BE CONCRETE ENCASED UNLESS NOTED OTHERWISE. BV BALL VALVE FUT,(F) FUTURE RC REINFORCED CONCRETE TEE-DOWN Fv I G GAS RCP REINFORCED CONCRETE PIPE CB CATCH BASIN S GALLON RD ROAD VALVE SYMBOLS TEE-UP I 0 I CC CENTER TO CENTER GAL Z(-S) CCP CONCRETE CYLINDER PIPE GALV GALVANIZE(-D) RED. REDUCE(-R) CEM CEMENT GLV GLOBE VALVE REINF REINFORC(-E,-ED,-ING,-MENT) CEN CENTRAL GND GROUND REQD REQUIRED DESCRIPTION SINGLE LINE DOUBLE LINE UNION --1 I— - CF CUBIC FEET GPD GALLONS PER DAY RPS REVOLUTIONS PER SECOND FLEXIBLE RUBBER CFM CUBIC FEET PER MINUTE GPH GALLONS PER HOUR RPM REVOLUTIONS PER MINUTE GATE VALVE C=1 CONNECTOR CFS CUBIC FEET PER SECOND GPM GALLONS PER MINUTE S SEWER,SOUTH,SLOPE CI CAST IRON GR GRADE,GROUND,GRAM SA SUPPLY AIR FLEXIBLE HOSE CIP CAST IRON PIPE GS GALVANIZED STEEL SAN SANITARY GLOBE VALVE C� CONNECTOR f�— CIRC CIRCULA(-R,-TION) GV GATE VALVE SCFM STANDARD CUBIC FEET PER MINUTE PLUG VALVE —4Ot— FLANGED COUPLING '� CISP CAST IRON SOIL PIPE NB HOSEBIBB SD STORM DRAIN _ ADAPTER ~ CJ CONSTRUCTION JOINT HDPE HIGH DENSITY POLYETHYLENE SDR STANDARD DIMENSION RATIO SWING CHECK VALVE TAI FLEXIBLE COUPLING CKT CL CIRCUIT PIPE CLASS HGT,HT HORIZ HEIGHT HORIZONTAL SHT,SH SHEET SPEC SPECIFICATIONS DOUBLE DOOR CHECK VALVE b 9 CL,� CENTERLINE HT HEIGHT SQ SQUARE H DUCTWORK ELBOW L( CLR CLEAR(-ANCE) &C INSTRUMENTATION AND CONTROLS SQ FT,SF SQUARE FEET - BUTTERFLY(FLANGED) —11.101---- lJ CM 3 CUBIC CENTIMETER D INSIDE DIAMETER SQ IN SQUARE INCHES CM 2 SQUARE CENTIMETER E INVERT ELEVATION SS SANITARY SEWER DUCTWORK TEE CM CENTIMETER N 3 CUBIC INCHES SS 304 STAINLESS STEEL TYPE 304 BUTTERFLY(WAFER) �— CMC CEMENT MORTAR COATED N 2 SQUARE INCHES SS 316 STAINLESS STEEL TYPE 316 CML CEMENT MORTAR LINED N INCH(-ES) STD STANDARD BALL VALVE —COI— CML&C CEMENT MORTAR LINED&COATED NSTR INSTRUMENT STL STEEL CMP CORRUGATED METAL PIPE NSUL INSULAT(-E,-ION) STORM,SD STORM DRAIN DIAPHRAGM VALVE NV INVERT STM STEAM CMU CONCRETE MASONRY UNIT{-S) PS INTERNATIONAL PIPE STANDARD CO CLEANOUT STN STAINLESS CAPILLARY CONTROL 4 CONC CONCRETE KILOGRAM,'KNIFE GATE S/W SIDEWALK SOLENOID VALVE OD VALVE C 4 PIPING DESIGNATION CON CONDENSATE KVA KILOVOLT-AMPERES T&B TOP&BOTTOM {' CONST CONSTRUCT(-ION) KW KILOWATT O CONTROL VALVE CENTERLINE ELEVATION CONST JT,CJ CONSTRUCTION JOINT TC TOP OF CURB ° (ELEVATION) (UNLESS NOTED OTHERWISE) CONT CONTINU(-ED,-ORS,-ATION) L LENGTH;LITER THK THICK(-ENED,-ENER,-NESS) E ( CU COPPER LAT LATERAL )) TOC TOP OF CONCRETE to CONTROL VALVE XXX.X XXX.X CV CHECK VALVE LF LINEAR LF VAC VACUUM O (PLAN) 1=i0M / 6" / CW CITY WATER LG LONG VAR VARIABLE Q/ CY CUBIC YARD 0 6 —RW D,DR DRAIN LL LIVE LOAD VERT VERTICAL o PRESSURE RELIEF VALVE a1 8' RW DBL DOUBLE M 2 SQUARE METERS VOL RTS VOLUME BARS c (ELEVATION) P ' PIPE USE,SEE PIPE SCHEDULE DEG DEGREE(-S) M METER VT VENT o I DEMO,(D) DEMOLISH W WIDTH;WIDE;WEST v NOMINAL PIPE DIAMETER MACH.,MACH MACHINE PRESSURE RELIEF VALVE rld DET,DTL DETAIL(-S) MAIL,MAIL MATERIAL W/ WITH `S (PLAN) G3— `J.I= DI DUCTILE IRON MAX MAXIMUM W/O WITHOUT O DIA DIAMETER WST WATERSTOP HB DIM. DIMENSION(-S) MB MACHINE BOLT WT WEIGHT HOSE BIBB D4 D.I.P.,DIP DUCTILE IRON PIPE MCC MOTOR CONTROL CENTER WWF WELDED WIRE FABRIC f DWG(S) DRAWING(-S) METH MECHANICAL WWM WELDED WIRE MESH E ELECTRIC,EAST MET. METAL WWTP WASTEWATER TREATMENT PLANT A EA EACH MFR MANUFACTURER YD3 CUBIC YARD MH Q ECD EPDXY COATED MIN M NIIMUUM;MINUTE YD 2 SQUARE YARD c EF EXHAUST FAN MISC MISCELLANEOUS YD YARD 0 o ,,J_J 1 PROc1 °l 161E- �vypp {1�p�7� N_ ,f- el. 4. ...„.. _ 2 / 1 C Diu TJA o E AUGUST 2012 PR°'"""E DURHAM AWVVTP SHEET TITLE SHEET 13 °" ao °°• �0, G0 N — 66 "1TJA DWG' ODOR CONTROL SYSTEM MECHANICAL PLOT 8/29/2012 Vzm°ry2,. ``� N Moa, THIS BAR IS ONE INCH MECHANICAL LEGENDS, DATE M001 Sr4V "N C CNK PLVM CADFILESFILE NAME WHEN DRAWING IS FULL �/�d'I1E'I gat c��IVK�S IMPROVEMENTS PHASE 1 SYMBOLS, AND P"•' �IJA rn SCALE. Kennedy/Jenks Consultants APPD SCALE NONE REV* DATE ORN APED DESCRIPTION 2550 SW HIIIsbOrO Hwy H111aboro.Oregon 97123-9379 20C SW MARKET SUITE 500.PORTLAND OR 97201 ABBREVIATIONS pRO��, 6550 ENGR STAMP. `/1 14"DIA FAD U —" r 14"DIA SA UP 1111 Fr TO MAIN FLOOR r i TO MAIN FLOOR 29.880 CFM — / 40x54 FAD UP -- TO EF-30-1 II- 16"DIA SA UP �' \ TO MAIN FLOOR \ I TO MAIN FLOOR \ 1� 16"DIA FAD UP- TYP BOTH TANKS n+:. N ' TO MAIN FLOOR quill -- _ I _ 1I:.— .y,- c '►e- ``• ♦� == t _ 54"DIA III I HALLWAY I i I—_-1iiMI _ �\c FAD 1 12x12 I ��'"'�,.�I1 0 _ ..��*I • �Ol l e-° I1ii!i:710 CFM t g� g oi - --- CEO V '. --I V �I I . F Z u I MI 10"DIA FAD 1- I 10"DIA SA 11 DN TO TANK DN TO TANK ,,tug Iii I TYP OF-2 V ------- TYP OF 2 la I CENTRATE , CENTRATE pig a= Aloi, I TANK NO.1 ' TANK NO.2 -t-CONNECT TO CONNECT SA 1r D A FAD UP --� _ Woo" E)10"FAD r I' TO(E)10" 1 TO MAIN FLOOR I + 5 I TYP OF 4 — A 6"FAD C h�l�I I I 6"SA : P.InI•i�•m CONNECT TO '� 111 i 1•I*I� - (E)8"SA I, 14 • Yltr.r/ U 2150'C M i. I S' _� IU 8"DIA SA DN TOT �1 P "I IUP 0F3 14x14 ^'*" L U m I G 0;2 DIA FA I ∎4�I 640 CFM I 830 CFM II V8" IA T N lit f li �" �. _ 11 �i '�i TYP Of 3 I l® millil P 18x18 SA ►•♦ Pr 1 DIA SA 12"DIA 250 CF --+�:•�!� 24><i 2 SA �� 111 24x24 50 CFM I p I I A ^a CONNECT 150 CFM ca TO(E)8" ELECT/EQUIP _12x12 SA DN 1--_. v TRAN • - 640 CFM 24x12 UP TO °O 24x12• 0 VERTICAL ROOM MAIN FLOOR I 1 265 CFM y< 24x18• VERTICAL -, /__ ( � � U 11I CONTROL - a i'(11, Tom` 1 `I 50 ROOM I ,s,O1 ��j - ; 12x12•• ,,13:, •.. . 1_-? 12x6 UPS C�J �; T �' 285 CFM .0 IIII-111 CFM • • I . Adt o�+, ,xy-- or+ ,o— • i I ....ii T II :■∎ 0w _ _7 _E _ .. ... r) v E, 0 i 0 U I g EI m t 0 0 M v 0 s PROfFf'Zlr"'Iz PROD NAME: SHEET TITLE. SHEET: OF: DWG*. Mr.?,1.14 4 +TJA A AUGUST 2012 DURHAM AVWNTP 14 40 MECHANICAL ' �+IHCR +•: ODOR CONTROL SYSTEM RLO* 8/29/2012 °y2' M1o1 THIS BAR IS ONE INCH n S�►j�es IMPROVEMENTS PHASE 1 SOLIDS BUILDING UPPER DATE: M101 N ° CPLVM CADFEEEFILE NAME WHEN DRAWING IS FULL Our��Y slam PLC.: W SCALE. Kennedy/Jenks Consultants* BASEMENT PLAN �Ils�"r' 'I APPO NONE REV F �� ow1 �pPp DESCRIPTION 2550 SW W sbOro R . HtlItbo o,Oregon 97113-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 1. 6550 n wR STAID . © I f'z' • (E)ODOR GRUBBERS SEE"I I" EXISTING LOUVER Mt06 EF-33-1 800 CFM . ,_ --24x24 FAD \ j' 2160 CFM--- DEMO(E)EF-33-1 AND .• 16"DIA FAD REPLACE WITH 14"FAD DIGESTER TANK DN TO UPPER, , -TRANSITION FROM 1200 CFM CENTRATE TANK SUPPLY INLET BASEMENT / 24x24 TO 36"DIA f, TYP OF 6 SUPPLY INLET �'-�\� V/ /' 14•DIA FRP FAD y iii \ ' 16"DIA SA -i n n n I '.• 4 ■ 4 1 I I_I_t! I ■ %� .I • \ IA FAt3�_� . ' 't• "-- 45"DIA FAD -- t ., 45x50 FAD „_ —UP�1 Ir., •91- ;�� -- - �- _i _ '��'i� I _ ELECTRICAL ROOM WASH (i 1 _ `gym_ i• li� . I \ Nom/ x 22x t 2_ ! 20127 ROOM ] / \ Mom' ��'o I M� _ - 54x40 FAD DN TO v ! J -c. ON TO UPPER I I I i _ 1350 CFM , ! *,I I * 1a°D!A FAD � ltt`�t. 1 UPP BASEMENT , 14"DI r 60o CFM! DUPJ i=,l ."ria 8' DIA FAD I�1 BASEMENT / Iii TYP OF 3 30"DIA FRP- J l�l 14"DIA 200 CFM Jg - i I �— FAD TO EF-32-1 r J ' ; _ ICI I u 1 lsoo / DN TO B �•S - �l TRANSI Otd CFM 16"DI SA DhY •• •-; • I I BUL '� STAIRWEL TO T• KS CO EYO° — !lt DEWATERING �1 FROM 45'DIA �/ TYP• 2 UP �- - a•1 i' CENTRIFUGE ROOM I I TO 45X5'1 �_ j__ LIQUID NO.8 J -POLYMER - ¢ + /1'__-Tl� - t �' -I ?600 CFM ''GINS TANK TAN I -I 36x24 FRP FAD--___ ; . I Q MCC CENTRATE .1",-al -. CENTRATE TYP OF2 ;min 'P I I I- X I TANK NO.1 )•� NO.2 2' AND .�- •'S1 I�t� I t I p° p M103 2 SCALE LL '_ meIII ��`��I♦ TANOKS BELOW) •iii I J 1 1 LL ❑ ❑ D- ROON 12"DIA < I = ,!L. I L— ri-ANK I ._ 20x20 w FAD DN TO 3 I ' i�rrr�r I; j o �, FAD® N. CENTRATE TANFZ\ � � �I `a` �� I O N TRUCK I 1 1�+ t (IM L i � ❑ ❑ LOADING 8"DIA FAD 2 4"DIA FAD_ -30"pIA FAOiI i 36"DIA FAD-� N_ _'ll IGltlt�til� -r- LIQUID POLYMER ROOM ' 1 OO AD 36x24 - I • ►„II_II t� I -18x20 SA i MI AREA �� ji :•'� ��--7 �•� c 7 El] �� TIC p FAD / J 20x24 —!• -- Q r, 1�.. _.....�..,. .�� x �"�= 1 = _ � .:. I��i.; -- J a , 10"FAD SA UP _,_. ' r •o z / P DF ❑TO CENTRATE❑ 18x12 S ` 1��i -12x6 DN 30"DIA 12"DIA FAD- 8"DIA FAD -� l�l - HOPPER(TYP) x ■ 1000 CFM c ` / FAD UP DN TO TANK DN TO TANK I 24x36 a 'I� ar 1 l O N 1111110 WED WEN ■��lli r 16x16 CFM L 24x12 DN _{� SECOND FLOOR TYP OF 3 H DN t g TYP OF 6 20x20 1 L- 1600 CFM _ B TYPOF4 to � N EQUIPMENT ROOM M104 N CENTRIFUGE ROOM N 12x18 14x14 f 1000 CFM - {- x 16"0DOWN 880 CFM DRY POLYMER ROOM n ❑TO WET WELL❑ TYP OF 2 �{{ tOO L'' ) '---::---1 24x12 0 [` la ,F ] �� w - SOLIDS LAB N 3 I 8S. 111111E1 - (( - J 1 ST '+T 1 20x20 N • a 6> - - 1600 CFM E •! -_ I I 1175 CFM I TYP OF 2 - ,r, TYP OF 3 O Is, / - ',oU Flt — rte' o / GARAGE DOOR V��' n�� r� -6 6x4_ J • 16x10 1 g 100 CFM 620 CFM C 3I M105 El m O 1 M c o_ s �\kE>J PR`Tf8 snz Flill+ i,� wr \ – • DRN:TJA AUGUST 2012 'ROJNP1E DURHAM AWWTP SHEET WILE SHEET 15 40 • ODOR CONTROL SYSTEM MECHANICAL PLOT 'jLOry2. V- ao M HCR OM• 8/29/2012 `S NN N M102 THIS BAR IS ONE INCH nv�r vi s IMPROVEMENTS PHASE 1 SOLIDS BUILDING MAIN FLOOR °�� M 102 TQ'/ °� c cHK:PLVM CADPKE• WHEN DRAWING IS FULL PLce: NA FILE NAME Ow eeasitaat b else'. PLAN �ST—P A o SCALE. Kennedy/Jenks Consultants° cm 6550 ' APED SCALE.NONE REV# DATE DRN AM. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500.PORTLAND OR 97201 PROD O. EWER STAMP: FLEXIBLE I 11E996-- 1 V-2-2 DUCT CONNECT, H-8-1 NOTSHO • H-7-1 Ii / SA ,- V-2-1 V-2-2 24x35 SA — -� 20,245CFM/ j........„.„.„..--- — 18x40 SA _ 1 1 1 1 1 1 I < 42x42 SA TO EXISTING S■ 42X42 15x38 SA TO� 1 - - - 42x42 FROM ROOF �` •• 7-EQUIPMENT ROOM II X 1 20X16 FAD—NN..., 12x16 FAD '_.Iis DEWATERIRO __� ` CENTRIFUGE ROOM MfXER 90°BEND.42x42 SA dye INT Rh I F ! ROOM W/TURNING VANES x STORAGE 24x36 SA I I 2 ROOM / �� JJ SA CENTRIFUGE / \ 111 ROOM • i 2-90°BENDS,24x36 SA /' 1 WI TURNING VANES BRIDGE CRANE 24x36 SA _� 30"DIA MITERS 15°ANGLE SHIFT BENDS W/TURNIN / SECOND ¢ — < TRAN VANES TOF! / TON n N 1 1 1_ 18x24 N I I SA 27x18 SA FAD -— \\ I 12x24 I • 38"DIA FAD 38"DIA FAD'NO CE ROOM GE T ! 24x12 FAD J 24x45 FAD J / CAP(E)8"F IPAI 24x24 SA -r { T J J LIQUID ROOM POLYMER 24x36 FAD X it 24x38 FAD II J <_ / �I rr— NOTE: o t6x 20x30 SA FROM V-2-2 /I<i 12.' 1 FM Q N o� J - I IN FRONT OF 24x36 SA /¢ LL J IS NOT SHOWN 5 J GARAGE � ► DEMO(E)8" , o —f DOOR v / / m• / (/ _1 (I 1'i MAIN _1 —_� '—J__---- - - I - --- ° FLOOR -- I 18x42 A f — 0� NEW 8"FAD — I 1 I i _ , _ U CONNECT TO 8" ■hI 1 FAD, \ 18x24 SA I ROUTE TO EF-33, }I TO CONTROU SEE DWG M101 I0 50 630 CFM ROOM I ¢ /.� CFM CFM TYP OF 3 L-18x18 SA TO <4- �� NEW 6"SA ELECT/EQUIP ROOM p • m . ELECTRICAUEQUIPMENT VD I ROOM 8"DIA SA dill c REMOVE(E)SUPPLY INLET,CONNECT TO E i • CONNECTION W/(E)SA LINE.SEE DETAIL TO gh UPPER _ __ - - e FOR ADDITIONAL INFORMATION BASEMENT -� •I.I.G 1 L � I CENTRATE CENTRA1 TANK NO.2 TANK NO b 200 180 S —_ 14x18 SA CFM CFM VFAD g PUMP/EQUIPMENT WETWELL EI ROOM m L _ 1 'Q i LOWER I I ------ ------- 1 - —i ---- o BASEMENT I ---- ------ -------- ------ SECTION A — ---- O1& iW iz 1 --",' \ 0 3 8 M101 I`Ilfg Immaidommil 174":1•-0" _W►r. S\� - DRH TJA D D AUGUST2012 PIiOJ IlI.1AE SHEET TITLE SHEET. 16 °F' 40 °�r. 0'•-GON co xt DURHAM AWWTP MECHANICAL Di DON HCR DWG.:M103 ODOR CONTROL SYSTEM "T 1Sg''4'Y 2• 8/29!2012 cv THIS BAR IS ONE INCH ( i1 r Services IMPROVEMENTS PHASE 1 SOLIDS BUILDING HVAC M1 0 3 it,`' Pz' - c coo(PLVM CAD FILE WILE NAME WHEN DRAWING IS FULL Our oossIWft b elwr act. NA "7i�F-r SCALE. Kennedy/Jenks CDnsultantso SECTIONS I �IIF:��r/ P° SCALE NONE may„ �� DNA DESCRIP IOR 2550 SW Hillsboro Hwy. NAuSo o,Oregon 97123 9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 v o P. 6550 ENGR STAMP APPO ii.AFF • LL 1r FAD TO 5 30"FAD,SEE O TIP a DEWATERING I `j EF-33-1 CENTRIFUGE ROOM / l- e MAIN FLOOR 10"DIA FAD 10"DIA FAD I �NEW 6"FAD /// T 6 CONNECT TO(E)10"FAD, --"" ROUTE TO CONNECTION _/t W/(E)8"FAD HALLWAY O C U g a u. (0 a ¢ . o a o 5 I . C b b I to e, i tt .— ___.- UPPER ".r I I — I I I BASEMENT u I WETWELL DI TANK NO. ED DIGESTER TANK O FEED TYP OF 2 -LWAY HA 100 CFh / _ - —�/ ^.-- — — —------- REMOVE(E)SUPPLY INLET,CONNECT TO Q (E)8"SA AND ROUTE AS SHOWN TO CONNECTION W/(E)SA LINE. SEE DETAIL N FOR ADDITIONAL INFORMATION SECTION B 0 3 6 M101 1!4"=1'0" ce 3 g •E U) co 0 0 rn 0 0 0 0 0 O EI m C o vt In c 0 m 0 is D t rit v.B�j1 z DAN TJA c'R' AUGUST 2012 Paw NA"E sNEFT,,,, SHEET 17 OF OwG• D-.G1 , N -DATE DURHAM AWWTP MECHANICAL 40 z, N DSN HCR DWC•.M104 THIS BAR IS ONE INCH ODOR CONTROL SYSTEM SOLIDS BUILDING HVAC DAB TaR vw� �iZ PLOT 8/29/2012 oy2.\eZ cnK PLVM CAD FILE/WILE NAME WHEN DRAWING IS FULL ry i Se�"�'1Ces IMPROVEMENTS PHASE 1 SECTIONS II air NA M 104 EXPIRES itTfir rn — SCALE. Our cosmidetl i•cl••r Kennedy/Jenks Consultantss - g APPO SCALE NONE cws 6550 ENGR STAMP. m REV• DATE ORR ARAD DESCRIPMIN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET.SUITE 500.PORTLAND OR 97201 ' PAW• • H-7-1 TO V-2-2 [I NOT SHOWN i _ TRANSITION 30x24 SA TO 42x42 AND CONNECT TO EXISTING 42x42 25010 — SD 1500 CFM - _ 16x15 SA - --12'DIA SA � — 24x24 SA ® 24x36 SA L ., - -- 15x36 SA X— — =NV Ill INTERMEDIATE STRUCTURAL LEVEL i -I 15x36 90°BEND if 12"DIA T SA CONNECT TO550 CFM l STAIRWELL - \30x16 „ EXISTING 15x36 I'M OF 2 EQUIPMENT NO.8 1800 CFM < r—36x24 SA ROOM II TYP OF 2 co v 15°ANGLE SHIFT 1 5 Wr —CONNECT 18x27 SA TO EXIST 18x27 DEWATERING — —_7 CENTRIFUGE ROOM 18x24 SA TO LIQUI o _— _ SECOND POLYMER ROOM �— — FLOOR 45x50 FAD ;, 18x27 SA - r--• 1 IIMT .... 36x24 ,�,, w', -)--/_,-)--/_, 1 i J 45x24 FAD A FAD ■� 1175 CFM 18x27 SA EQUIPMENT TYP OF 3 �_ 7 I 2-90°BENDS ROOM 16x18 SA W/TURNING VANES _ 45"DIA FAD 24x20 38x24 FAD 1600 TYPOF2 I i c4 I SOLIDS • u) i I LAB CBFM a 16x18 SA CONNECT TO EXISTING 42x18 og IN ELECT/EQUIP ROOM MAIN f CONNECT TO(E)10"SA,ROUTE I _—_ _—_ I I _ MAIN FLOOR NEW 6"SA TO SUPPLY INLET AS __ FLOOR — ON M103 14"DIA SA NEW 6"SA f 184 SA(SHOWH 0 I g TRANSITION AN0 18x18 SA CONNECT _ CONNECT 30x24 SA TO EXISTING 42x18 0 a TO EXISTING 45x21 IN ELECT/EQUIP ROOMCONTROL CONTROL I o b IN ELECT/EQUIP ROOM ROOM I HALLWAY VDr - VD I- - m — 0 I I I I _ -- 1 -- BASEMENT U -- IN co 0 0 400 400 18x14 SA o CFM DIGESTER FEED CFM DIGESTER FEED U TANK NO.2 TANK NO.1 VFAD WETWELL I PUMP/EQUIPMENT HALLWAY I ROOM ■ v 01 -E a 0 2 co `r LOWER. . SECTION (' BASEMENT o M101 — -- — — — — 1x°=1'd — -- — — 1 PR88fff�o >� Q DEN.TEA DATE RROJ NAME :�:CEi TITLE SHEET. 16 OF. 4D DWG• r Y D.! �DAre. AUGUST 2012 DURHAM AINWTP DsN. ODOR CONTROL SYSTEM MECHANICAL V,,p 4A HCR Dom*M105 a.°re. 8/29t2012 i� 2' DJ THIS BAR IS ONE INCH C leanWater Services IMPROVEMENTS PHASE 1 SOLIDS BUILDING HVAC M 105 y °'o CHE'PLVM CAD FILE oFILE NAME WHEN DRAWING IS FULL p Our commitment c� . t le clear. SECTIONS III EXPIRES '(�� . rn - SCALE. Kennedy/Jenks Consultants= ---- O APED SCALE NONE REVS DATE DEN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro O 6550 co regon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 p Rp�s, ENCR STAMP - OVER OPENING —_ --- / AND SEAL AIRTIGHT ANCHOR BOLTS MIN.EMBEDMENT CUT 16x16 -16x16 BACKDRAFT -! OPENING DAMPER 14"HEAVY DUTY • IN LOUVER \\\ - STRUT CLAMP REMOVE DUCT COVER —I y Q 14"DIA FRP FAD AT EXISTING JOINT. �P OSA 3 L DEMO(E)14"FAD DIA FRP •�:i0 . 1,‘ 20 Z 43 gx BEND TO MATCH 800 CFM V 14"DIA FRP FAD FROM SOLIDS BLDG/ r \ FROM EF-33-1 DIGESTER FEED TANKS y ) EXISTING - O� 0 1 U LOUVER '\ - ¢ ( UNISTRUT AP1000-H3 800 CFM ID FPO p ° p< (1 518"PIERCED CHANNEL) •Q CAP(E)14"FAD co - CO I - _ BTM '`��: f AT CONNECTION 2 I `° 1/4"STEEL BRACKET#P1775 11'AFF - T 60°BEND- TO 36"FAD U- _� - 4-F I UNISTRUT#P1000-H3 FRP : , CAP(E)30"FAi �)N AFF -L-\,- (1 5/8"PIERCED CHANNEL) 1 ' •' AT CONNEC I( -- <__ 45x36 FRP 2A'� TO 36"FAD I '�/�- -�� REDUCER r 1 1J4'FAD� ..., EF-30-1 --' •- • ••- EXTERIOR FAD • ' FLOORSLABI DUCT SUPPORT 3 • • 11F998- c • ' • EF-32-1 I ri , NO SCALE M302 � ♦ /� _ � ,- 12x12x16 1/8"ALUM 30x45 FR' BOX WELDED CONST 12x16• bil o BACKDRAFT INCREASER LL „ NEW 6"SA CONNECT TO ¢ / • w DAMPER EXISTING 30" O vA • $L `- 14"DIA SA DEMO(E)SUPPLY INLET DIA FRP FAD co U 8'DIA rF GRILLE INLET DN TO TANKS 90°BEN. I 16 800 CFM �/► • ELEVATION +I 200 _ -- 30"DIA FRP FAD . i CFM rS �-/ DEMO(E)SUPPLY INLET,EXTEND 8" l. . .. .- . .. SA TO NEW FROM SOLIDS BLDG/ 30"DIA FRP FAD , , " - ' • ' CONNECTION W/• CENTRIFUGE ROOM FROM SRF (E)6"SA FROM SOLIDS BLDG/ ELEVATION O _- —j g TANK 16"DIA SA TF DIGESTER FEED TANKS °�N ELEVATION TO CENTRATE &VFAD,800 CFM CONNECT TO(E)14" T •r , TANK NO.1 FAD,EXTEND AND • -16x16 BACKDRAFT 8"DIA CON ECT TO(E)30" DAMPER 90°BEND I+12 SO 1080 CFM 1i - 30"- 9. DEMO(E)14"FAD *44 &4 200 CFM • ODOR 14"DIA SA ,�> SCRUBBERS v. CAP(E)CON NECTIo • a t DN TO DIGESTER CONNECT TO(E) DEMO(E)SUPPLY �1>' 14"FAD TO 36"F:.• FEED TANKS EXTEND AS PLAN INLET 1 �, \ _ 18" SHOWN SOLIDS BUILDING/ `L 11F998- . � � a LECTRICAL EF-32-1 PLAN ROOM C.(• I MEN&`\ -11 1 8 E �--a- \ CAP(E)30"FAD AT SUPPLY AIR INLET SUPPLY AIR INLET v 16,800 CFM 30"DIA \ CONNECTION TO -�� FRP FAD \ (E)36" CAPE TO DIGESTER FEED TANKS 2 TO VFAD WETWELL 0 _ p c ( - ` SEAL GAS TIGHT, ___1 VAR r . SMOOTH SURFACE 1-_1•.0 o° E M.1 TOTO MATCH EXISTING. `' Ft`\\�` ABANDON IN PLACE O . 1 F (E)BURIED 30"FAD 0 1 -FROM SOLIDS BL 9 / FROM SRF O ` CENTRIFUGE ROOM CAP(E)30"FAD E' TO OCU-1 PLAN PARTIAL PLAN FOUL AIR FANS 1 °_ M102 0 1/4"=1'-O" s PR Z QED OFF 1xa+f, a � GHNTJA 0ATE AUGUST2012 PR°'N"'"E;DURHAM A1NWfP SHEET TITLE SHEET.19 °F• 40 nwnr o., , DATE: ODOR CONTROL SYSTEM MECHANICAL PLOT 8/29/2012 ✓�0ry 2• 66 D8N-a HCR GNKit M108 THIS BAR IS ONE INCH � ` SOLIDS BUILDING HVAC DATE. kV PN O. CHKPLVM CA°n(EeFILE NAME WHEN DRAWING IS FULL JCI V1CC$ IMPROVEMENTS PHASE 1 DETAILS I �°•. NA M 106 ��`�" SCALE. Our commitment is clear Kennedy/Jenks Consultants* cws,C6::, "PPD SCALE.NONE REV K DATE DRN APED DESCRIPTON 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500.PORTLAND OR 97201 PROJ1. 65� ENGR STAMP NOTES: PIPE PENETRATION PER DETAIL 4. MINIMUM BIOFILTER AREA, 3/S002. PROVIDE HDPE LINER MEASURED AT BOTTOM OF — PENETRATION PER BIOFILTER,TO BE 3,200 SF. MANUFACTURERS RECOMMENDATIONS. 5. IRRIGATION SYSTEM TO BE DESIGNED BY CONTRACTOR AND 2. ALL FAD PIPING WITHIN BIOFILTER APPROVED BY ENGINEER. TO BE PROVIDED WI 1170 HOLES, IRRIGATION SYSTEM TO CONNECT FACTORY PRE-DRILLED AT 6"O.C. TO NPW SYSTEM AT LOCATION SHOWN. 3. SEE CIVIL DRAWINGS FOR SITE GRADING AND YARD PIPING RETAINING WALL FOUNDATION INFORMATION. DRAIN TO BE INSTALLED ALONG SOUTH WALL AS SHOWN,SEE SHEETS M202 AND S002 FOR DETAILS. TRANSITION TO 4"D AT ELBOW, 16'-6 3/4" 82'0" PER FOOT MINIMUM. DAYLIGHT PIPE - Q WITHIN FENCELINE 24"FAD,SEE CIVIL M202 SHEETS FOR F CONTINUATION �JIEW CURB SEE NEW CURB /— t--r SEE CIVIL / I\ CIVIL SHEETS SHEETS i I 20"FAD / i T I N6 0719.31 ' It EL 148.00 — - — — — _ 1 — — — E 7 —0,743.20 / / % / i / ///I �/I/ '/ \\L - - _ / i / / , / / / / 2240./ : jii/I, ,,I, / ///// /// 4"D, / 4ED CLEANOUT, //! // 2"NPW,SEE CML SEE DETAIL SHEETS FOR — 3/C002 // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /Q / CONTINUATION e 1 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / .7 - / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ! / / / / / / / II 4"D,IE=146.25', SEE CIVIL SHEETS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // 4"D(PERF)WITHMCONTINUATION / BIOFILTER / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // // r / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / I RETAINING WALL, 0 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // ./I1 SEE SHEET 5002 0 BLIND FLANGE W/ SS BOLTS,TYP ALL c, / HEADER ENDS O / C EL 148.07 _ -- _ — —_ — _ — _— -- _-- _ _ — • e MF 1 W3 / — — - 12_FAD — — — IIE 7,820,708.75- t L__Np, - - - - - - - - -0 L.3 (40)4"FAD LATERALS, EDGE OF RETAINING SPACED 2'0.C.WI 1/2"0 WALL FOOTING G b� HOLE IN BOTTOM EVERY 6" § 4"D sm FERMENTER BIOFILTER PLAN 1 Y 9 3 M201 a: 1!4""1'-0" I °.°I:TJ,o g AUGUST2012 PRQJNA E'DURHAM AVWVfP SHEET TITLE SMEET'20 OF 40 II !? DATE — MECHANICAL — o ODOR CONTROL SYSTEM PLOT snarzol2 °�`TU` °W°'M201 THIS BAR IS ONE INCH ( n S�71Ceg IMPROVEMENTS PHASE 1 FERMENTER BIOFILTER PLAN DATE. M201 -N cmPLVM CAD FILE'FILE NAME WHEN DRAWING IS FULL Oar ee>vtt t is elver. PLC.: NA SCALE. 1 SEPT 2012 TJA PLUM CONFORMED DRAWING PER ADDENDA 2 Kennedy/Jenks Consultants° AvPU SCALE-NONE REV a DATE DAN APP) DESCRIPTION 2550 SW Hipboro Hwy. Hillsboro.Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 cws . 6550 ENOR STAMP. NOTES: - 1. ALL FAD PIPING WITHIN BIOFILTER TO BE PROVIDED WITH 1/2"0 HOLES,FACTORY PRE-DRILLED AT 6"0.c. FINISHED GRADE 82'-0• (TYP 21",12"AND 4"FAD). - PER CIVIL SHEETS IF 1 4"D CLEANOUT, I EL 152.50' BIOFILTER COVER I T.O.WALL 2. TOP OF ALL ROUND ROCK AND SAND MEDIA TO BE SEE DETAIL 3/C002 9"OF ROUND ROCK r EL 152.50' FINISHED GRADE INSTALLED LEVEL WITH AN ALLOWABLE TOLERANCE EL 151.75' \ PER CIVIL SHEETS WITHIN 0.10+1-FEET OF THE ELEVATION SHOWN. �♦ 4, .4 +:•"/::::44•• 36"BIOFILTER SAND MEDIA EL 148.75' ••:..:-7/.•:;:;;;;:;;;•;:k". 1, k' 'v 3. ALL FAD PIPING WITHIN BIOFILTER TO BE INSTALLED 4"D ♦G �•,,,r', r BIOFILTER SAND el: .. ♦ LEVEL WITH AN ALLOWABLE TOLERANCE WITHIN 191,. '..,-• ! r rr18"MIN OF ROUND ROCK '� rr�f •�j� 4"D,SEE CIVIL CONCRETE RETAINING ::::9:::=::::::::::::::::::. � 4444 ..! WALL,SEE STRUCTURAL f. e e • • e 4 • • 4 • • • • • • • • A • • • • • • ♦ e e e • e e • e e te 4444 SHEETS FOR 0.10+/-FEET OF THE ELEVATION SHOWN. SHEETS w _ CONTINUATION - _ Q 4. PROVIDE HDPE LINER PENETRATIONS PER L - - - - - — - - - - - - _ a MANUFACTURERS RECOMMENDATIONS 4"D,IE=147.00' /i/i 3"SAND MEMBRANE �` �� /�:♦�� SP(40)4"FAD LATERALS, 4"D PERFORATED DRAIN PIPE AIR DISTRIBUTION 60 MIL HDPE 4 D' ��r 5 PIPE PENETRATION PER DETAIL 3/5002. PROVIDE ♦ PROTECTION OR WOVEN SPACED 2'O.C., WITHIN BIOFILTER AREA,PIPE PLENUM IE=147.25'4"D(PERF)4"D HDPE LINER PENETRATION PER MANUFACTURERS 4"D 4's PERF) GEOTEXTILE FABRIC PER MFR CENTERLINE EL= LINER(TYP) RECOMMENDATIONS. ELEVATION VARIES RECOMMENDATIONS(IF REO'D) 148.00',W/1/T0 HOLE FERMENTER BIOFILTER SECTION 0 o s I v4•=r-0° 40'-0' EL 152.50' 9"OF ROUND ROCK T.O.WALL FINISHED GRADE EL 151.75' EL 152.50' PER CIVIL SHEETS 4.4.4.4-.-.- - ? - AC PAVING,SEE !:•• FINISHED GRADE PER CIVIL j +rte v wi4� • SHEETS CIVIL S. S �.r�i r:W.:c i v_ 44,.4.,••.4-•❖wi."4.4,44 ❖. .,. .,. 4.44.❖4.44.,. \ \ \ --- 4••••4.4.4.4.4.4.4.4.4.4.4.4.444.4.4. —36"BIOFILTER SAND MEDIA EL 148.75' OiJi] i ./, �\//. EE DETAIL 1/M202 RETAINING WALL, ��44444444444.444•Q44Q444.4� 18"MIN OF ROUND ROCK .4i�..�i�i....O.Oi�O.. i� / 4•••aiii4ii4•.i+iiWo -- - RETAINING WALL,SEE SHEET 5002 SEE SHEET S002 .4• �� _ 12"DIA BACK HEADER W/1/2"0 DRAIN 24"FAD,CENTERLINE j�=� --- -- ---- ��.; HOLE IN BOTTOM EVERY 6" EL=148.25',SEE CIVIL , / EL 147.25' SHEETS FOR �r1� •' P 4'D(PERF) CONTINUATION �� /\/\/\ \ \/ ---- - //\// //\//\//\//• CRUSHED ROCK,WRAP /// //\//\ \, ,, (40)12"LONG x 4"0 STUBS \/ \/ / / IN GEOTEXTILE FABRIC. \\ \ (40)4"FAD LATERALS, \/\ 60 MIL HDPE LINER(TYP) i /\/ SEE 02301 EL 147.25' a a // PRE-WELDED INTO HEADER SPACED 2'O.C.,CENTERLINE .- •/• ,, 4"D PERFORATED DRAIN PIPE // /IIIIIMII .v//`'/ //%\/\ OR ANDVEN GEOTEXTIREOTECTICOPER EL=148.00',W/1/2 0 HOLE IN WITHIN BIOFILTER AREA,PIPE (40)12"LONG x 410 / .'\ 20"FAD HEADER,CENTERLINE \ \/ /r BOTTOM EVERY 6" ELEVATION VARIES STUBS PRE-WELDED /\/\�\\ - EL=148.00',W/1n"0 DRAIN MFR RECOMMENDATIONS (IF REO'D) INTO HEADER HOLE IN BOTTOM EVERY 6" FERMENTER BIOFILTER SECTION B - 0 1 2 3 M201 114"x2"SS 1/4"x2"NEOPRENE o, BATTEN STRIP N -._• E 3/8"SS ANCHOR t v BOLT,6"OC D . o HDPE LINER 0 5 o . UOI \\//\\/\ \// . _ D O NOTE: Er 1. ATTACH HDPE LINER TO RETAINING WALL WITH 5 CONTINUOUS 1/4"x 2"SS FLAT BAR AND 3/8"0 x 3-3/4" 316 SS ANCHOR BOLTS WITH NUT AND WASHER AT 6"OC MAX. gli PROVIDE 1/4"x 2"CONTINUOUS STRIP NEOPRENE GASKET 0 (50-60 DUROMETER)BETWEEN CONC AND LINER. BATTEN ATTACHMENT DETAIL 0 2 4 M202 a SO 3i8=10'. d Q DRN.TJA ATE AUGUST2012 PEW NAME DURHAM VVVVTP SHEET TITLE SHEET 21 OF 40 DWG IN — / OL S MECHANICAL DSN - ODOR CONTROL SYSTEM PLDT 9/24/2012 a TJA °'"`" M202 THIS BAR IS ONE INCH /v��IL Services IMPROVEMENTS PHASE 1 FERMENTER BIOFILTER DATE_ l..dC.il11 YY'dlCl M202 E.• CEK PLVM CAD PILE*f ILE NAME WHEN DRAWING IS FULL Oar commltmsat is elm PiD+ NA � � SCALE. 1 SEPT 2012 TJA PLVM CONFORMED DRAWING PER ADDENDA 2 Kennedy/Jenks Consukantsm SECTIONS AND DETAILS APPD SCALE NONE REV DATE DRN APPD DESCRIPTION 2550 SW-.11sbo'V Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PROD s 6550 EN'•v,VAMP • TO i - FERMENTE- BIOFILTER 24"FAD 111!1_1% N ,40, OA 12"FLANGED OUTLET WI CLEAR ACRYLIC BLIND FLANGE FOR VIEWING PORTAL I. 4"FLANGED OUTLET ON "" SIDE FOR HUMIDIFICATION NOZZLE,SEE DETAIL 3/M203 111 2"NPW 2"NPW 11.75"x 14.75"(ID)TO 24"FAD x 48"LONG TRANSITION I _ r d I 1I I 1 1 , r / I � � t � � 14"FAD ■`1J i 3,-6„ CONCRETE EQUIPMENTS FERMENTER BIOFILTER PAD,SEE DETAIL 6/S002 ODOR CONTROL FAN I41EF1001 FERMENTER BIOFILTER ODOR CONTROL FAN PLAN 1 0 I 2 M203 F ■. DUCT 4"0 FLANGED NOZZLE DUCT AIR FLOW I� NP BLIND FLANGE UP W/ IN 1/20 DIRECTION NPT FULL PIPE COUPLING HOSE BARB W/1/2"0 INDUSTRIAL SPRAYING SYSTEMS FLEXIBLE HOSE PROVIDED AND FERMENTER BIOFILTER 12"FLANGED NOZZLE STANDARD FULL CONNECTED W/FEMALE QUICK ODOR CONTROL FAN W/CLEAR ACRYLIC CONE NOZZLE 1/8" CONNECT ON OPPOSITE END. 4IEF1001 BLIND FLANGE FOR SIZE 1,0.23 GPM AT ail F A— 101 14"FAD VIEWING PORTAL 80 PSI,POINTED INTO 4"FLANGED OUTLET ON INCOMING DUCT. 2k1/2"RED SIDE FOR AM.HUMIDIFICATION NOZZLE. 2"NPW ' -• _ _ , '. SEE DETAIL 3/M203 1/2"0 SCH 40 SS PIPE i DUCT WALL N \-- {C,•� 2"NPW el N J o I I 1 \ HUMIDIFICATION NOZZLE DETAIL 3 o r M203 Imia Ti CONCRETE EQUIPMENT PAD, I 1 1 1/2=1'-0' j SEE DETAIL 6/S002 I 1 14"FAD TO 24"FAD I TRANSITION of I 1 3 r I / 1 E I 1�24"FAD M J O D'1 s FERMENTER BIOFILTER ODOR CONTROL FAN ELEVATION I 0 1 . 1 PROice S'174n- a3,4=1 0 -., m ,a�. - N DEN TJA wR AUGUST2012 PRO.INAME DURHAM AVVVVTP �r!FETTiLE SHEET'22 OF 40 D1NGtl d �.•. .14 MECHANICAL q 44,0 AV- ° °sN M203 ODOR CONTROL SYSTEM PLOT 8/29/2012 'F� ry 2' TJA +► THIS BAR IS ONE INCH CleanWit Sees IMPROVEMENTS PHASE 1 FERMENTER BIOFILTER ODOR °^� M203 '�'' v� N _ N CHI( C x PLVM ADRESFILE NAME WHEN DRAWING IS FULL Our commitment i.clear CONTROL FAN PLC* NA SCALE Kennedy/Jenks Consultantso camf mal Ell• APR() scAle NONE REV. DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET SUITE 500.PORTLAND OR 97201 PRO,.. 6550 ENGR STAMP: CO NOTES: Q [:>-,LINER PIPE PENETRATION PER DETAIL ® Si 2/M205. 2 ALL FAD PIPING WITHIN BIOFILTER TO BE PROVIDED W/1/2"0 HOLES,FACTORY PRE-DRILLED AT 6"O.C. 2"NPW,SEE CIVIL ` /18"FAD,SEE CIVIL 3. SEE CIVIL DRAWINGS FOR SITE GRADING SHEETS FOR �r M 1� SHEETS FOR CONTINUATION i 1 CONTINUATION AND YARD PIPING INFORMATION. 1 4 MINIMUM BIOFILTER FOOTPRINT, I}� MEASURED AT BOTTOM OF BIOFILTER, I (25)4"FAD LATERALS,0 TO BE 40'x 50'. SPACED 2'O.C.WI 1f" 18"FAD HOLE IN BOTTOM 5 IRRIGATION SYSTEM TO BE DESIGNED BY EVERY 6" CONTRACTOR AND APPROVED BY N 639.314.30 N 639,312.62 ENGINEER IRRIGATION SYSTEM TO E 7,620,656.18 E 7,620,606.21 - I CONNECT TO NPW SYSTEM AT LOCATION EL 125.58' _ _ __ - - -- - - SHOWN. - 1 t 1 I I .1 'I I I I I I I � i I I I I I, • • • , : . , . z,._ MOWERS EDGE,TYP •1 1 1 I I 1 1 I 1 1 I I I I I 1 1 1 1 1 AROUND PERIMETER OF FILTER, SEE DET 4/M205 4"D(PERF)WITHIN BIOFILTER 4"D, I I I 1 1 1 I I 1 I I 1 I li 1 1 I 1 1 IE=124.58' 4"D, IE=124.08', SEE CIVIL SHEETS FOR \ I I I I I I I 1 I I 1 I I I I I I I SDEA CONTINUATION SEE DETAIL 3/C002 - - - Tr I 1 1 1 1 I I I I I I I I 4 1 . MAX SIDE SLOPE 1.5:1(H:V) • I I I I I I I I 1 I I I i I I. I I I I • • I 1 I 1 I I I I 1 I I I 1 I. I I I I I BLIND FLANGE W/ SS BOLTS,TYP ALL HEADER ENDS 1 1 1 I II 1 I 1 I I [ II I H 1 IL 1 EL 12558' 1 L 1 - - - L - ,-,, N 639,274.32 N 39,272.64 E E 7,620,604.86 I 12"FAD a E 7,620.654.83 uo v ` 50•-0" 0 rn 0 2 c 0 UI `o O EI S IS 0 0 A 0 SRF BIOFILTER PLAN 1 0 3 6 M204 cA I O .. D PROFF s 0 - $d - - A co DRS TJA °A AUGUST2012 ""°'NAME DURHAM AWWTP SHE, SHEET 23 OF 40 DWG` o Ell MECHANICAL °a� ,0'- ODOR CONTROL SYSTEM aGr M204 ery,• N D5N TJA ° •'M204 THIS BAR IS ONE INCH CleanWabe� Q�,..��,�., SRF BIOFILTER PLAN °A7E 6/2x/2012 70v v• N CHK PLVM CAD FILE*FILE NAME WHEN DRAWING IS FULL xl K IMPROVEMENTS PHASE 1 m SCALE. Oar oommimea PLCY NA o1..r. Kennedy/Jenks Consultantsz ' 00 APPo. SCALE NONE DESCRIPTION 2550 SW Hillsboro H Hillsboro.Or on 97123-9379 Cws 6550 ENOR STAMP. REV 0 DATE LPN APSE �"'Y- e9 200 SW MARKET,SUITE 500,PORTLAND OR 97201 CwS - I NOTES: FENCE(IF NATIVE BACKFILL APPLICABLE)PER MOWERS EDGE, 1 ALL FAD PIPING WITHIN BIOFILTER TO BE PROVIDED DETAIL 5/C002 TOP EL=129.50, EXTRUSION.SEE SHAFT TO APRON THERMAL WITH 11T0 HOLES,FACTORY PRE-DRILLED AT 6" _ O.C.(TYP 18",12"AND 4"FAD). V v SEE DETAIL DETAIL 3/9205 EXPANSION EXTRUSION SEAM `./��\/ � /\\%\�\��/\\/\\//\- 4/M205 PER MANUFACTURERS 2 TOP OF ALL ROUND ROCK AND SAND MEDIA TO BE \\/\ \\\/\/\\/\\\\\l\\�\" /\\T\ .PECIFICATIONS INSTALLED LEVEL WITH AN ALLOWABLE TOLERANCE ,\ ,\,a• /,�/1\-0"////\////4\\-0/\\/"/ BOER MEMBRANE q^TO 1 1 1 SKIRT BOOT TUBE OF 0.10+/-FEET OF THE ELEVATION SHOWN. / /MI / / � / " /TYP / 1 1/2 \ -1!2"STAINLESS HDPE LINE �/ //\\\ ��\�\\�\\j/ \�/\\\��\ \��j\\�\\\j\\.j /' STEEL BANDING SYSTEM \ [ EXTRUDE 3. ALL FAD PIPING WITHIN BIOFILTER TO BE INSTALLED / /\/\/\/\ f 1/4"x 2"NEOPRENE LEVEL WITH AN ALLOWABLE TOLERANCE OF 0.10+/- •GASKET FEET OF THE ELEVATION SHOWN. \��\ Y,s • \/\/ 3" `BEVELING RED'D \\/ ��}//\/\\/�\/�\\//\\ — NOMINAL WITH LINER �_ ''`a-•�s /\ \ T\/\/ • OVERLAP THICKNESS OF 60 a //>:i_♦its?r'Q '. \//�y/ //iy \//\//\ 'N /\\ /\/\ MIL OR GREATER `-4 \\ i•1144.4-sa_ \ \' \ \ \ PIP SKIRT CAULKING NOTES: CONCRETE 2" /�' ,yW3r-� '// \/ \//\//� \//�//,, (SIZE /�/� % ..:=�°x'' �f \\%\ WELD LINER SEAMS\\/�\// VARIES) DETAI EXTRUSION,M205EE 1. LINER SHEETS TACK WELDED TOGETHER CURB ¢ �y •/\/� INTO ANCHOR TRENCH /" NOTE: AT OVERLAP TO FORM TEMPORARY BOND 'al ,„V• tq R`.r'; • • \ TO END OF PANEL,SEE HOLE FOR PENETRATION OF HDPE LINER PRIOR TO WELDING. 11 / . •' i-�. \ MEMBRANE SHALL BE CUT MEMBRANE \ \ DETAIL 3/M205 /// /,&\// /</:,/,„,/);\ \ WHEEL COMPACTED) STRETCHED LINER FORMS A 1" 2 EXTRUSION WELDING SHALL BEE ESN D /i///</ //> FLANGE OVER THE PIPE. FLEXIBLE MEMBRANE NON-DESTRUCTIVELY USING THE VACUUM LINER BOX METHOD PER SECTION 02598. TYPICAL LINER SYSTEM ANCHOR TRENCH DETAIL 1 LINER SLOPE PIPE PENETRATION DETAIL 2 TYPICAL EXTRUSION WELD DETAIL 3 MOWERS EDGE DETAIL 4 0 1 M205 NOT TO SCALE M205 NOT TO SCALE M205 M205 1 1/2".1'-0" 50,-0" MOWERS EDGE,TOP EL 129.50',SEE DETAIL 4/M205 HYDROSEED TOP EL 129.50' 4"D CLEANOUT, � 2"TOPSOIL PER 02301 SURFACE EL 129.33' BIOFILTER COVER SEE DETAIL 3/C002 — — FINISHED CIVIL SHEETS ISHED GRADE R / / 'jk ♦♦•.is�i•J*J•'.'494••r•_ ::**�sO•** * •�i i4'�iJ A•••040:3::::::::::::::::M/J i�JJ: / \ y�•�p�y••O•O �.•O J r�J ♦ • Ji J•�J�ii i•i ii i� ♦ � \\"V�' \ ��•i♦ ••••�♦�0.9•�Jrr�r•J!•�•JJ� ♦•♦••♦••♦• •O.JJiJp.0 Jf i i•r . ��.�� ♦ � / % �•'iii•��Jii•�•••�'i°.•i'� ♦�'� �i♦ J• EL 126.33' BIOFILTER SAND MEDIA •,.:40%,•♦�iJ•�ip•:':%::•:..`.w.,,,,,,,,,, % .,1 \.r \+ 141• •••O�♦��+r}3 J�y� J••♦ -36"BIOFILTER SAND MEDIA **:•:•x+:0:+:4444.):•:•:•:•:•:+:40.,/i♦♦0.• Ji JJ••• :.X.X.J' /�� \\.�\\a`'?;Pa�•o��•Sr•. •':0• J d• :•:;J •p•;' 18"MIN OF ROUND ROCK •W,41∎ � • e. / ,_/ /i�' ANCHOR TRENCH •/ JJ . ,' � �' f �y n \ 4 .'JJfJ pJ• ' ' J \, �� PER DETAIL 19205 NATIVE BACK L 1L A A A • ® ® A A a ® a ® 9 4 4 A ® 4 / 4"D sa r ,,/ (25)4"FAD LATERALS, AIR DISTRIBUTION -� ' MAX SIDE SLOPE 1.5:1(H:V) SPACED 2'O.C., 4"D PERFORATED DRAIN PIPE PLENUM 4"D, LINER SLOPE PIPE 4"D,SEE CIVIL SHEETS 4"•, LINER(TYP) WITHIN BIOFILTER AREA,PIPE IE=124.58' PENETRATION PER FOR CONTINUATION IE=124.08' CENTERLINE EL=125.58', DETAIL 2M205(TYP W/1/2"0 HOLE IN BOTTOM ELEVATION VARIES EVERY 6" ALL PENETRATIONS) SRF BIOFILTER SECTION A 2 4 M204 318"=1'-0" 40'-0" FINISHED GRADE EL 129.50' EDGE, MOWERS ED PER CIVIL SHEETS EL 129.33' - HYDROSEED TOP MOWERS EL S E0',SEE N 2"TOPSOIL PER 02301 SURFACE DETAIL 49205 ,- /\/ /`/\/ %%%%iii♦i♦i♦i♦i♦i♦i♦i°i♦i♦i♦i'i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦1.1.1.1.1♦i♦i♦i / ./ ♦♦•••••••••♦••••,••••••••♦••♦♦•♦♦•♦t/ / / // \ ♦.••..•..•.• ♦•♦••••••••••••♦•••••♦ 36"SAND MEDIA EL 126.33' •.•♦••••••••••••••••••••••••••••••v /•E,� '(� //\\ . .. ***1 %�%%i.. %....%%.....%%%i♦ ••,•••......iii*i i i i♦•••••�1.1.1.1.1• 1 i i i♦i♦•.i♦♦•♦//// \ 8 \'/I) \\ \/\ Nk •.•••♦••��♦•♦••IIVIV11.44.4.•♦••011.4♦♦♦♦ 18"MIN OF ROUND •:::+::::::::::::::::***::::::::::::::::::�• \ \ i�4/' o \ \/ \/i. SWAMI• A•••♦♦♦♦•♦•♦•♦♦ ♦♦♦ /./\/\Y� cJl `\ 1/' 4k... .R•a ♦♦e♦�♦♦♦♦♦♦♦♦♦♦�♦r�i� A♦♦iA♦i is mO♦�►s.♦a�iv.,.Liu��• `o / • • r • • i 4 (� NATIVE BACKFI ��i - - - •4---",-� CH 1 t 1 5 ANCHOR TRENCH PER E `% � ,,,: ..-:•-:... ._._ -'• T\DETAIL 1M205 C co MAX SIDE SLOPE 1.5:1(H:V) 9 18"FAD,CENTERLINE \/\\\/�\\//\\ \\\\ \ r, /\\// / //\\//\\/ .,, EL=125.58'.SEE CIVIL \ •// (25)12"LONG x 4"0 STUBS (25)4"FAD LATERALS, \/ \ \//� // /•\ \ ✓ SHEETS FOR CONTINUATION PRE-WELDED INTO HEADER SPACED 2'O.C.,CENTERLINE 4"D PERFORATED DRAIN PIPE (25)12"LONG x 4"0 -12"FAD BACK HEADER, o 18"FAD HEADER,CENTERLINE EL 124.83' LINER(TYP) EL=125.58',W/1/20 HOLE IN WITHIN BIOFILTER AREA,PIPE STUBS PRE-WELDED EL 124.8 CENTERLINE EL=125.58',W/1/2"0 o EL=125.58',W/1/20 DRAIN BOTTOM EVERY 6" ELEVATION VARIES INTO HEADER DRAIN HOLE IN BOTTOM EVERY 6" o HOLE IN BOTTOM EVERY 6" .L_ �p SRF BIOFILTER SECTION B .�.E.O ' V t �r2. S 0 , 2 3 M204 1pl.(.,�'rf/�. d. f co DRN,TJA DATE AUGUST2012 PROJNAME DURHAM AWWTP 'HFtI'I'LE MECHANICAL SHEET.24 OF 40 DWG N' A �1' GOI'l '- MN'TJA DWG• M205 THIS BAR IS ONE INCH ODOR CONTROL SYSTEM Lory2, l�r1�_n`i77L_aa___ SRF BIOFILTER SECTIONS AND ATE 8/29/2012 NNE` - ECHK pLVM CADFLE•FILE NAME WHEN DRAWING IS FULL �lw� use is el c� IMPROVEMENTS PHASE 1 PLDy NA M205 a, SCALE. Kennedy/Jenks Consultants DETAILS ElEIME774 '11 m APPD SCALE NONE 6550 • REV N DATE DRN APP. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET.SUITE 500.PORTLAND OR 97201 P OJ N'. ENGR STAMP - NOTES: [2::==. CAP AND SEAL GAS TIGHT Mk TIPop.:142%.■ 7--■k---00—"alw I Oil i _ _ _ - - i _ __.:1- L.--L_.• -.L L.-- .-- L- --- -- – -- – – fiL-_--. -.-,.....„......ag=t-1 1 , . 1 , r _ __ _ _ _ __ __ ._14_. _ _ ___ _ _ii ■ 1 1 II - = II 11111 I — —I I 1 (E)12"FAD 1 _ _ . _ _ i i p „ - I! 0, _ _ _ _ _ _ _ _ _ _ _ - - - - --A-,--- ,, DEMO(E).10'FAD 0.! DEMO(E)8"FAD --L, - 1 cal s 0, :ite,•■•,, i I - - -- - ti- - ..........1.07.0. - _ IKIINPAKII l: ■ 1---- I 71 ( 11 I, 4. -IEI, i I I 6" 1/04-.'...1.• ' 1 , . . I my 1 ====.:-Z:,=ai=a=:4 ."*... •Ar-,*'r=.===m-- - -------=a t AA 1.: ■* „mow I. _ _7 I * ............_. ,A4V.P* st , -4 7 .... Adl itir, tisr.-31 .... 1-1 . , / i ( MEM= , f AP 1 r_-,7. ..7_ _r_.--__ 7_r ,___ _ _ _„_ _ _J_ -_ _- _ _----2._ __ __r 4— ____:::1 : -.a ±---1—.11:1 r li . Ill .... ,.L...,... EN - . ..r... 1 ----:-.- ,.::..7,'.,.. L.1..: -.• . • ri,-1•••••• 4-• _... .: 111:11111,.., LI L I I I* I I I I 1 E E 0 ___i__._____f_ I g •• •••,.. • I i,... . k----1----11 -.•,- I I I I 1 I —111 II 111- II =-il )0114 : 1 ;1... . • - ' ik I' ' 1 A:• A - 1 A.. m.-- ' ..• ill 'ill""1111111111iihr. 1 1 ''' ... ...• • 01 . ill- — L_ _1_1 ' _ . •.' •• 7. .;-..; ”••.' _ I _ _ _ .... .•-. - - - - :- -..____ .._.• li 1 ,f, • N , ,.., '6- DEMOLITION PLAN 41) DEMOLITION SECTION (i10 0 4 8 0 4 8 :.-- emagimiimmomeio • 1 ..., 1 2 3/16=1-0 3/16"=1'-0" 75 0 ...I E -§ 0 in r) W 0 g 0 o ‘i - PROT 4442- -. ,ffii FP 11 0 DAN;TJA °R* AUGUST 2012 "'"E•DURHAM AWVYTP SHEET TME- SHEET'25 °F: 40 DWG• 0'IA'' Csl DATE 1.1=1=111 MECHANICAL \._ ODOR CONTROL SYSTEM PL°T. 8/20/2012 VA,erry 2,444, •- D44TJA DWG E M301 SRF BUILDING DEMOLITION 'ATE- '4v g4 Csl THIS BAR IS ONE INCH aeanWaterIkTServices IMPROVEMENTS PHASE 1 M301 CHIC PLVM CAD FILE.109101435m301.dwg WHEN DRAWING IS FULL • OILT IMMIldt111011t ho sli Kennedy/Jenks Consultants*er. PLAN AND SECTION PLC t: NA EIZETE7a7.7111 , SCALE. - APPO: SCALE NONE ' 2650 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 cvvs 6550 , PROJ a ENOR STAMP, DESCRIPTION REV• DATE ORM APPD . \ NOTES: D PIPE PENETRATION THROUGH EXISTING WINDOW. REMOVE WINDOW AND REPLACE WITH 3/4" PLYWOOD. SEAL ALL EDGES AND PENETRATION THROUGH PLYWOOD WATER TIGHT. �� 2. REFER TO SPECIFICATION SECTION �, 15800 FOR DUCT SUPPORT Ark18"0 FAD ■ REQUIREMENTS ® TO BIOFILTER CAP(E)30" 18.0 FAD [>:-INSTALL 3/4"DRAIN PORT WITH FAD , CONDENSATE RELEASE BALL VALVE ,1�1'.� AND STANDARD HOSE CONNECTION Z Ms ON NEEDED. INLET TO DRAIN DUCTWORK ==1 a " 1' 18"x10 RED -_-_ - - - - TOT =_ __ - I le_ _ _ _ J Mall _ _ PAD 5/S002 — — — 1 __ ___ __. — —_. — 10"FAD INLET [1._ — — — — r:�c ec�r/_.q—: _ —� I x 30"LONG I — I 41EF1002 I I = _ I I I PIPING DETAIL 2 I 1 z 0 3118'41'-0" 6 M302 — 11_ n _ _ \10"FAD INLET 1EF1 r r+ SEE DETAIL oz I I I ■ (E)12"FAD \ 30 LONG_ — _ I 12"0 TO 18"0 18"FAD TRANSITION -------- __- t- —`'lifer - � rii��,a�� I f — 7 I-- —111 _ 10"FAD —I ■, `� . ►AWNI M"**am/ _ _•— — _ _—I I —_ — _ /� EA 16"FAD ' — — — — — — — _-__ ' (E)8"FAD A> /' S\• — — f 8 FAD �� — rat1 ==,,:::=:—I• / o: _ =.s : ' G \ r I I %� 10"FAD (E)8"FAD II I 8 FAD —'�ee=�:r=__ I �� I — t — _ — _ - 18"FAD c�� a ci, �, 1 1 I 01 18"FAD 1: (E)12"FAD 1 12"0 TO 18"0 1 �\ � ".}.1 8"FAD CAP(E)30 / TRANSITION `O i \ I I �� I FAD , CAP(E)14" CA I 1:1 L� — -_ _ —7---_ _.--- ' a.I��\.��1 I r I� FAD \: / I 1 ( 4. ��J/I CAP(E) 4' I ,yl FAD �, ice,, SUPPORT(TYP I■I ■—ft 111 I�� EE© 1 I ..III S• •1 � oil / 11 u� I I - III rmill a ditto I •■ I I I_ 1 I 1 III -- -- ---I — 1_1 _L- � I II - - - - 1- - - -1-1 - - . -1.ii. 18"FAD TO \ / I •.•• BIOFILTER,SEE DWG C104 FOR CONTINUATION • -- . 11 M . NM E N Nr SRF BUILDING IMPROVEMENTS PLAN 1 SRF BUILDING IMPROVEMENTS SECTION A o_ 0 4 8 M302 0 M302 iTnivat 0 3116"=1'-0" 3/15.1'-0- c 0 U I 0 O EI m E 4 co co e E, QC 0 g D PROF( INg4.f, oreN7JA DA AUGUST2012 , DURHAM AWWTP ze moo-Go tr ii aar, NAME SHEET ET*ir,E SHEET of 40 owc+ MECHANICAL M302 ODOR CONTROL SYSTEM PLOT 8/29/2012 z� ry2' OR D5N TJA °"°: THIS BAR IS ONE INCH aeanw�r Services IMPROVEMENTS PHASE 1 SRF BUILDING IMPROVEMENTS, DATE M302 '�v VWS ° cHK PLVM WHEN DRAWING IS FULL Pic. NA FILE NAME o■..■m��..■�+.o1w� PLAN AND SECTION �7��'lf 'L'I m SCALE Kennedy/Jenks Consultants: 0 APP° SCALE NONE REV I DATE DRN PPPO DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro.Oregon 97123-9379 200 SW MARKET,SUITE 500.PORTLAND OR 97201 r PROD.. BSSO ENGR STAMP. GENERAL STRUCTURAL NOTES SPECIAL INSPECTION AND TESTING SCHEDULE GENERAL REINFORCING STEEL 1. CONCRETE 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2009 INTERNATIONAL BUILDING CODE WITH AMENDMENTS 1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60. INSPECTION: ADOPTED BY THE 2010 OREGON STRUCTURAL SPECIALTY CODE. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. CONT PER 2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THE PROJECT,UNLESS NOTED 3 ARRANGEMENT AND DETAILING OF REINFORCING STEEL,INCLUDING BAR SUPPORTS AND SPACERS,SHALL BE IN [X] [) CONTINUOUS PLACEMENT INSPECTION OTHERWISE. ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL. 3. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT 4. REINFORCING SHALL LAP IN ACCORDANCE WITH THE CONCRETE REINFORCEMENT SPLICE TABLE,UNLESS VERIFY PE<2,500 PSI OR TYPE E CONCRETE MANUFACTURER'S DRAWINGS. OTHERWISE SHOWN.WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER,SPLICE LENGTH FOR THE SMALLER BAR [] I] AT TIM SAMPLE MIX 4. DIMENSIONS NOTED WITH AN ASTERISK,"",ARE TO BE COORDINATED WITH FAVORABLY REVIEWED EQUIPMENT CAN BE USED DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE [� [1 WEIGHT.IGHT S IR AND TAKEN FOR RE TESTS,SLUMP,UNIT WEIGHT,AIR AND TEMPERATURE TESTS. MANUFACTURER. SPLICED AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE.BAR SPLICES SHALL BE STAGGERED. [] [X] PROPER CURING AND TEMPERATURE 5. HOOK REINFORCING BARS INTERUPTED BY OPENINGS. [X] [] BOLTS INSTALLED IN CONCRETE 6. NO WELDING OF REINFORCING BARS SHALL BE PERMUTED,UNLESS APPROVAL IN WRITING IS OBTAINED FROM THE [] [X] REINFORCING PLACEMENT ENGINEER PRIOR TO CONSTRUCTION. [] [X] FORMWORK PERMITS AND INSPECTIONS 7 DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES,UNLESS NOTED OTHERWISE BAR COVER IS CLEAR [] [] STRESSING&GROUTING OF TENDONS 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED BY THE LOCAL DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE.UNLESS NOTED OR SHOWN OTHERWISE BAR COVER BUILDING INSPECTOR AND AS DESCRIBED IN THE SPECIFICATIONS. FOR REINFORCING STEEL SHALL BE AS FOLLOWS: TESTING: 2. THE CONTRACTOR SHALL SELECT,INSTALL AND MAINTAIN SHORING,SHEETING,BRACING AND SLOPING AS FOOTINGS AND BASE SLABS. [X] 4 CYLINDERS PER 100 CUBIC YARDS' NECESSARY TO MAINTAIN SAFE EXCAVATIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING FULL TEST: 2 @ 7 DAYS,2 @ 28 DAYS. COMPLIANCE WITH 29 CFR PART 1926 OSHA SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS.ALL FORMED SURFACES AND BOTTOMS ON CONCRETE WORK MAT 2-INCH 'EACH MIX PLACED,EACH DAY PLACED EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPLICABLE LAW,INCLUDING LOCAL TOP SURFACES EXPOSED TO EARTH,WATER,OR WEATHER 2-INCH EXCEPT Pc<2,500 PSI OR TYPE E CONCRETE ORDINANCES,AND APPLICABLE OSHA REQUIREMENTS. BOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH [X] SLUMP TEST-PER 50 CY&AT STRENGTH SAMPLE WALLS: V] AIR TEST-PER STRENGTH SAMPLES LESS THAN 12-INCHES THICK 1 112-INCH [] SHRINKAGE TEST-3 SPECIMENS PER STRENGTH SCHEDULE 12 INCHES OR OVER IN THICKNESS 2 1/2-INCH [] UNIT WEIGHT TEST-PER STRENGTH SAMPLES 2. STEEL(NOT USED) SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 3. STRUCTURAL MASONRY(NOT USED) 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48-HOURS BEFORE PLACEMENT OF REINFORCING STEEL AND 4. WOOD(NOT USED) CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE GEOTECHNICAL ENGINEER. 5. SOILS 2. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL AND BACKFILLING PROCEDURES AND PROVIDE CONCRETE: INSPECTION AND TESTING SOIL COMPACTION TESTS. 1. CEMENT SHALL BE ASTM C150 TYPE II FOR ALL STRUCTURES.CONCRETE SHALL HAVE A CONT PER 3. SPECIAL INSPECTION IN ACCORDANCE WITH IBC 2009,SECTION 1704,SHALL BE REQUIRED AS INDICATED IN THE MINIMUM 28 DAY COMPRESSIVE STRENGTH(PSI)AS NOTED IN THE TABLE BELOW AND [] [X] VERIFY MATERIAL BELOW FOOTING IS ADEQUATE TO SPECIAL INSPECTION AND TESTING SCHEDULE ON THIS SHEET. AS FURTHER DEFINED IN THE SPECIFICATIONS: ACHIEVE DESIGN BEARING CAPACITY CONCRETE STRENGTH(PSI) [I [X] VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH ---- [X] [] VERIFY USE OF PROPER MATERIALS,DENSITIES AND TYPE STRENGTH LOCATION LIFT THICKNESS DURING PLACEMENT OF CONTROLLED FILL [] [X] PRIOR TO PLACEMENT OF CONTROLLED FILL,VERIFY• SOIL AND FOUNDATIONS A 4,000 NORMAL SANITARY-BIOFILTER RETAINING WALL PROPER SUBGRADE PREPARATION 1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT WERE MADE FOR KENNEDY/JENKS (1 [X] CLASSIFICATION AND TESTING OF CONTROLLED FILL CONSULTANTS BY SHANNON&WILSON,INC.IN A REPORT DATED JULY 13,2012. E 2,500 , MISCELLANEOUS STRUCTURES AND SITEWORK ' [] [X] EXCAVATION SUPPORT&SHORING 2. IN ACCORDANCE WITH THE IBC CHAPTER 18 THE SOILS AT THE DURHAM AWWTP SITE ARE GENERALLY CLASSIFIED 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-08 INCLUDING BAR BENDS AND [) [X] UNDERPINNING AS SILTY SAND. HOOKS,UNLESS DETAILED OTHERWISE. THE FOLLOWING ARE NOT USED 3. THE DESIGN BEARING CAPACITY OF THE SOILS IS(2,000)PSF FOR FOOTINGS.BEARING CAPACITY OF SOILS ARE 3. SUBMIT CONCRETE AND MASONRY LIFT DRAWINGS SHOWING THE LOCATION OF 6. PILE FOUNDATIONS FOR DEAD AND LIVE LOADS FOR FOUNDATIONS. BEARING VALUES MAY BE INCREASED BY ONE-THIRD WHEN CONSTRUCTION JOINTS.WATERSTOPS AND OTHER TYPES OF JOINTS OTHER THAN 7. SPECIAL CASES TRANSIENT LOADS SUCH AS WIND OR SEISMIC LOADS ARE INCLUDED. SPECIFIED OR SHOWN ON THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER 8. SHOTCRETE 4. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR FOUNDATIONS.THE BEFORE START OF WORK ON FORMS,REINFORCING STEEL OR PLACING CONCRETE. 9. INSULATING CONCRETE FILL SUBGRADE SHALL BE PREPARED AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS AND APPROVED BY THE ANY ADDITIONAL VERTICAL OR HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A 10. SPRAY-APPLIED FIRE RESISTIVE MATERIALS GEOTECHNICAL ENGINEER.EXCAVATED MATERIAL SHALL BE REPLACED WITH STRUCTURAL FILL AS SHOWN ON STANDARD KEYWAY AND SHALL BE FAVORABLY REVIEWED BY THE ENGINEER.REFER 11. SMOKE CONTROL SYSTEMS THE DRAWINGS.FOUNDATIONS SHALL BE CONSTRUCTED AGAINST UNDISTURBED NATIVE COMPETENT MATERIAL TO SPECIFICATIONS AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION, 12. REINFORCED GYPSUM CONCRETE OR COMPACTED STRUCTURAL FILL. o CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4-INCH AMPLITUDE. - a 4. OPENINGS,PIPE SLEEVES,CONDUITS,INSERTS AND OTHER EMBEDDED ITEMS SHALL BE O IN PLACE BEFORE CONCRETE IS PLACED.IT IS THE CONTRACTORS RESPONSIBILITY TO • LOADING CRITERIA COORDINATE ARCHITECTURAL,CIVIL,MECHANICAL,ELECTRICAL,LANDSCAPING,HVAC, n 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2009 INTERNATIONAL BUILDING CODE INCLUDING PLUMBING,INSTRUMENTATION AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND O LATEST REVISION. EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL C 2. DEAD LOAD: AS CALCULATED DRAWINGS.NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS o 3. LIVE LOADS: (UNLESS SHOWN ON STRUCTURAL DRAWINGS).COORDINATE WITH EQUIPMENT o SIDEWALKS&VEHICULAR DRIVEWAYS 250 PSF UNIFORM,8,000 LBS POINT AASHTO MANUFACTURERS DRAWINGS FOR ANCHORING DEVICES. TS' CONCRETE VAULTS AND COVERS PASHTO HS20-44 5. UNLESS OTHERWISE NOTED,ALL EXPOSED EDGES AND CORNERS SHALL BE v 4. WIND LOAD: CHAMFERED 3/4-INCH.INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS SHALL HAVE 0 IMPORTANCE FACTOR,Iw 1.15 TOOLED 3/8-INCH RADIUS CONSTRUCTION JOINT. O BASIC WINO SPEED 85 MPH 6. EACH FACE CONCRETE SHALL BE REINFORCED A MINIMUM OF NO.5 BARS AT 12-INCHES I EXPOSURE C EACH WAY. E• 5. SNOW LOAD: 7. CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS AND FOOTINGS o IMPORTANCE FACTOR,I 1.15 o BASIC GROUND SNOW LOAD,Pg 20 PSF A 6. SEISMIC LOAD: OCCUPANCY CATEGORY III o SEISMIC IMPORTANCE FACTOR.I 1.25 o SEISMIC IMPORTANCE FACTOR,Ip 1.00 o SITE CLASS D .- SITE COEFFICIENT SS 0.926 SITE COEFFICIENT S, 0.334 SITE COEFFICIENT Fa 1.13 A SITE COEFFICIENT Fv 1.73 o SEISMIC DESIGN RESPONSE PARAMATER S°s 0.697 cL O SEISMIC DESIGN RESPONSE PARAMATER SD1 0.386 `6 SEISMIC DESIGN CATEGORY D M : COMPONENT RESPONSE MODIFICATION FACTOR,R, 2.5(ODOR CONTROL FANS) o COMPONENT AMPLIFICATION FACTOR,a, 1.0(ODOR CONTROL FANS) p PR �� \yt o4GINEF'P i0 x <&11 502i•�� PRe'"'"E SHFLT TITLE SHEET GF. DWG t'. M DRN.JS o E AUGUST 2012 DURHAM AWWTP 25 40 0 oN 4y CI ■11 ODOR CONTROL SYSTEM STRUCTURAL PLOT ��09 ,rptiP °$N JS DWG% `S�1 THIS BAR IS ONE INCH Cle nWale_ STRUCTURAL NOTES, SPECIAL °AT 8/28/2012 , X049 LEE �•8126(12 _ N CHKVALUE CAD FILErfILE NAME WHEN DRAWING IS FULL � 1YV 1 SeIV1CeS IMPROVEMENTS PHASE 1 SOO1 our commitment ill clear INSPECTION AND TESTING PLCM NA [EXPIRATION DATE:12-31-20131 ( SCALE. Kennedy/Jenks Consultants©m APPO: SCALE.NONE REV* DATE [RN APPD DESCRIPTION - ... .. •�.Ihtr- :;H-, -17ISDoro,Oregon 97123-9379 200 SW MARKET.SUITE 506 PORTLAND OR 97201 SCHEDULE ^,N. 6550 ENGRSTAMP: A2 - 3"MIN Mill 3"MIN Z 8' WALL 2 ADJACENT GRADING FILTER MEDIA m NOTE A AND PAVING SEE CIVIL DWGS SEE CIVIL DWGS T— ° ? 0.-#1"-•=, ¢ �,I; EXTRA BARS EQUAL IN TOTAL AREA TO REGULAR PROVIDE NOTED REINFORCING INTERRUPTED BY OPENING.PLACE %�� i� WALL D B STRUCTURAL FILL/�//�/\\\\/j//<• 1 FILLED FINISH ONE HALF TOTAL AREA TO EACH SIDE OF OPENING COMPACTED TO �i //�Y/ /y. • ? - NOTE A AND IN THE SAME TRANSVERSE POSITION AS 90%RELATIVE DRY 3• 5 REGULAR REINFORCING. DENSITY CLEAR TO #5 @12"VERT&HORIZ in \ REINF EACH WAY VERT REINF ONE EXTRA BAR EACH CORNER PER LAYER OF 'I D CRUSHED ROCK A=VERTICAL CONSTRUCTION JOINT WITH WATERSTOP NEAREST TO WALL CORNER. WRAP ROCK F IN A`=DISTANCE FROM INSIDE CORNER FACE TO NEAREST VERTICAL CONSTRUCTION JOINT REGULAR REINFORCING(SEE TABLE BELOW). 1 4'0 PERFORATED F. 2-0" ? GEOTEXTILE FABRIC IN SIMILARLY NUMBERED WALL."A'SHALL NOT BE LESS THAN DIMENSIONS PLACE IN SAME TRANSVERSE POSITION AS ' PVC DRAIN PIPE— t r. INDICATED BY THESE DETAILS;NOR GREATER THAN INDICATED ON PLAN REGULAR REINFORCING. OPENING SEE DWG C103-- o'-t:".4.7.i �i -#4 @1Y T&B W/STD HOOKS DRAWINGS:BUT IN ANY CASE THE SUM OF TWO ADJACENT"A"DIMENSIONS # `•: (5)#5 LONGIT REINF SHALL NOT EXCEED 30 FEET. BAR LENGTH i'I�}}� ( � B=OPTIONAL SPLICE LOCATION UNLESS SPECIFICALLY NOTED ON PLAN DRAWINGS. THICKNESS BAR RECT CIRCLE I. • mioNo OF CONCRETE SIZE OPNG OPNG _ �ya SPLICE LENGTH SHALL NOT BE LESS THAN THAT AS SHOWN IN THE CONCRETE STRUCTURAL FILL REINFORCEMENT SPLICE TABLE. USE SPLICE LENGTH FOR THE SMALLER OF <12" 4 3'-0' D+12' b .>/\Rill � COMPACTED TO THE TWO BARS BEING SPLICED. 12 TO 18" 5 3'-0- D+12" m i�� 95%RELATIVE DRY C-STANDARD HOOK. 6 3'-8" D+12" 7`.%9T V ' l B=THE REQUIRED LENGTH FOR 4 ii j/yyOOywy� / y DENSITY ;W /1> Its\\ D=TYPICAL CORNER REINFORCEMENT.SIZE SHALL MATCH LARGEST ADJACENT WALL LAPPED SPLICE FOR TOP BARS AS /i�/... /i�/r�Gy/i>>i�A ✓- ;'/ HORIZONTAL REINFORCEMENT;SPACING SHALL MATCH MINIMUM ADJACENT SHOWN IN CONC REINFORCEMENT ////)/� WALL HORIZONTAL REINFORCEMENT SPACING. SPLICE TABLE 0' 4'-6' '-0" NOTES: 1. VERTICAL REINFORCING NOT SHOWN. 2. THESE DETAILS SHALL BE APPLICABLE TO ALL WALL CORNERS UNLESS TYPICAL BIOFILTER WALL DETAIL 0 NOTED OTHERWISE ON THE DRAWINGS. TYPICAL PIPE PENETRATION DETAIL 3 0 1 2 3 TYPICAL CORNER REINFORCING DETAIL 2 NTS S002 1/2"=1.-0" NTS S002 #3 @12"EW,H<8' 3I4"CHAMFER D #4@12"EW, 8"5 H 5 10" 2" VERTICAL EDGES PROVIDE #5©12"T&B CONSTRUCTION JOINT #5 @12'EW,H>10" ` —� (TYP) „, BROOM FINISH' kr 3 ROUGHENED CJ WI EPDXY_ V _ -- _ GRADE ENT —� r rn BONDING AGENT ,,ci .1v,,, ,. _.: 0) I "R iJ (E)CONC SLAB I O ~ FILL COMPACTED 8 ADHESIVE DOWEL ALL AROUND: TO 95%RELATIVE • THICKNESS OF NOMINAL KEY SIZE #3@12"EW,H<8" NOTES: v SLAB OR WALLA' D z W #4 @12'EW, 8'S H 510' DRY DENSITY E, LESS THAN 8" 2x3 #5 @12"EW,H>10" 1. COORDINATE SLAB PLAN DIMENSIONS $ 9"TO 12' 2x4 ON EXISTING CONCRETE SLAB WITH FAVORABLY REVIEWED NOTES: EQUIPMENT ANCHORAGE AND 13'T018" 2x6 INSTALLATION SHOP DRAWING. c 19'TO 24" 2x8 1. SEPARATE ALL STEEL SURFACES BEARING ON CONC 2. EQUIPMENT BASEPLATE SHALL BE Ui 01 THAN 24" 2x12 BY A GROUT LAYER A MINIMUM OF 1/2-THICK. UNDERLAIN BY 1/2"NON-SHRINK 0 2. FOR INSTALLATION AT EXISTING SLABS,THE GROUT(MIN). CONTRACTOR SHALL LOCATE AND AVOID DRILLING 3. FOR EQUIPMENT PADS ON SLABS SEE 81 THRU EXISTING REINFORCING STEEL. soaz E TYPICAL CONSTRUCTION JOINT DETAIL 9 3. Bdb (T-3"MAX). O NTS 4. COORDINATE PAD PLAN DIMENSIONS WITH TYPICAL EQUIPMENT SLAB-ON-GRADE 6 FAVORABLY REVIEWED EQUIPMENT ANCHORAGE AND M INSTALLATION SHOP DRAWING. NTS 0103 'S O rn _o 0 li TYPICAL EQUIPMENT PAD 9 ✓ NTS C m O a S m U lc Y g . R 4- v q SGI N � 9 S-7 ¢ 50 11'1, v D_ -VALUE oRIG AUGUST ___-.. PHC'NAME DURHAM AWWTP SRCETTiTE SHEET 26 DF 40 DWG# / O, �N DATE: ODOR CONTROL SYSTEM STRUCTURAL o9 0,tiP cd DS.VALUE DWG#.S002 cs, THIS BAR IS ONE INCH �nWaber S IMPROVEMENTS PHASE 1 STRUCTURAL SECTIONS AND ATE: 8/28/2012 S002 k9`9 LEE2W' 81ze112 • CRK:VALUE CAD FILE/FILE NAME WHEN DRAWING IS FULL Ow commitment it clear. : NA DETAILS PLCM co SCALE. Kennedy/Jenks Consultants® IE%PIAAiION DATE:12-31-20131 "PPD SCALE NONE REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PRO N, 6550 ENGR STAMP. ABBREVIATIONS PLAN SYMBOLS SINGLE LINE SYMBOLS ELEMENTARY DIAGRAM SYMBOLS a CIRCUIT BREAKER AUX.CONTACT. FLUOR FLUORESCENT 01 THERMAL OVERLOAD RELAY OH OVERHEAD POWER LINE CROSS REFERENCE TO CLOSED WHEN BREAKER IS CLOSED FO FIBER OPTIC PS PULLBOX,PUSHBUTTON S. SINGLE POLE SWITCH GROUND CONNECTION ® FUSE. RATING IN ANOTHER DIAGRAM A AMMETER,AMPERES FRED FREQUENCY PD POSITIVE DISPLACEMENT — UNDERGROUND CONDUIT AMPERES NORMALLY OPEN CONTACT AC ALTERNATING CURRENT FT FEET.FOOT PE PHOTOELECTRIC 2=2 POLE,3=3 WAY,4=4 WAY, o STCH. POLE EXCEPT W 3 POLXCEPT HERE ho WI O F ON THE OTHER DIAGRAM AID ANALOG TO DIGITAL FU FUSE PEC PHOTOELECTRIC CELL - UNDERGROUND DUCT K=KEY OPERATED NOTED.RATING IN AMPERES AS M MOTOR ETM ELAPSED TIME ADJ ADJUSTABLE (F) FUTURE PE POWER FACTOR LINE(CONCRETE WR=WEATHER RESISTANT NOTED METER 0 ENCASEMENT)NOTE P4 D=DIMMER ��o— AUTOMATIC TRANSFER A 2-2,3,0,0 AF AMPERE FRAME FVNR FULL VOLTAGE,NON REVERSING pH MEASURE OF ACIDITY OR SNATCH 3 POLE.RATING AS CONTROL DEVICE COIL. PREFIX �+ AFD ADJUSTABLE FREQUENCY DRIVE FVR FULL VOLTAGE,REVERSING ALKALINITY P=SWITCH WITH PILOT --0 NOTED r•r NUMBER,WHEN USED. L SPARE CONTACTS ON RELAY. LIGHT IF OMITTED,THEN THE SPEC. AFF ABOVE FINISHED FLOOR FWD FORWARD PH PHASE UNDERGROUND DIRECT DISTINGUISHES BETWEEN DEVICES AIC AMPERES INTERRUPTING CAPACITY GA PLC PROGRAMMABLE LOGIC BURIAL CONDUITS $ SINGLE POLE SNATCH(NOTE P2) O OF THE SAME TYPE. REQUIREMENTS REGARDING GAUGE - ST SHUNT TRIP SPARE CONTACTS APPLY AL ALUMINUM GALV GALVANIZED CONTROLLER : NOTE P4 ** ALT-ALTERNATOR LR-LATCH RELAY ALT ALTERNATOR GEN GENERATOR PNL PANEL FLUORESCENT ® FUSE CR-CONTROL RELAY PR-PROBE RELAY NORMALLY CLOSED CONTACT AIM AUTO/MANUAL CONTROLLER GFI GROUND FAULT INTERRUPTER PNLRD PANELBOARD 0 FIXTURE(NOTE P2) GR-GENERAL RELAY SV-SOLENOID VALVE ON THIS DIAGRAM ISR-INTRINSICALLY PRI PRIMARY MULTIPLE CONDUIT RUN ,�1� FUSE CUTOUT TO-TIME DELAY RELAY ANN ANNUNCIATOR GND GROUND FLUORESCENT FIXTURE WITH W o"''o SAFE RELAY TR-TIMING RELAY PS PRESSURE SWITCH CIRCUIT BREAKER,3 POLE EXCEPT WHERE APPROX APPROXIMATE GRS GALVANIZED RIGID STEEL NIGHT LIGHTING(UNSITCHED) AS AMMETER SWITCH H HYDROGEN PEROXIDE PSI POUNDS PER SQUARE INCH OR FLUORESCENT FIXTURE WITH ° MCP ° t00AT NOTED. RATING IN AMPERES AS NOTED.IF .[ �2 PVC POLYVINYL CHLORIDE CONDUIT CONCEALED )— ) TWO RATINGS APPEAR(EG.100/825)THEN I p I INDICATING LIGHT SENSING SWITCHES AT AMMETER TRIP HH HANDHOLE IN FLOOR SELF-CONTAINED EMERGENCY ° 100AT° 100AF l��C HMI HUMAN MACHINE INTERFACE PWR POWER DEVICE IS MCP, NUMERATOR IS ATS AUTOMATIC TRANSFER SWITCH BALLAST/BATTERY CLOSE ON CONTINUOUS CURRENT RATING 8 SENSED VARIABLE AUTO AUTOMATIC HOA HAND-OFF-AUTOMATIC (RL) RELOCATE WALUCEILING MOUNTED DENOMINATOR IS INSTANTANEOUS TRIP PUSH-TO-TEST INDICATING LIGHT RISING FALLING AUX AUXILIARY HOR HAND-OFF-REMOTE (RLD) RELOCATED - CONDUIT CONCEALED a COLORS. IN WALL OR CEILING FIXTURE SETTING. A AMBER R RED FS FS - - FLOW AWG AMERICAN WIRE GAGE HORIZ HORIZONTAL RCPT RECEPTACLE o� �( WALL/CEILING MOUNTED POWER CIRCUIT BREAKER DRAWOUT 0 B-BLUE N-NEON b CIRCUIT BREAKER AUX.CONTACT, HP HORSEPOWER RCT REPEAT CYCLE TIMER CONDUIT EXPOSED ' ,A�[DC M FIXTURE NIGHT LIGHTING <<-4 > ABOVE 1500V RATING AS NOTED _O C-CLEAR W-WHITE CLOSED WHEN BREAKER IS OPEN HPS HIGH PRESSURE SODIUM LS LS - RM REQUIRED RED (UNSVITCHED) G-GREEN Y-YELLOW LEVEL BCG BARE COPPER GROUND HTR HEATER CALLOUT INDICATING yy--��__,,�� o RM ROOM 3/4"C-3/12-9 CONDUIT SIZE,NUMBER OF },�-�• POLE MOUNTED FIXTURE ON OFF ON OFF BLDG BUILDING HV HIGH VOLTAGE RPM REVOLUTIONS PER MINUTE WIRES AND WIRE SIZE WALUCEILING MOUNTED EXIT E CURRENT TRANSFORMER 1 SINGLE POLE SWITCH C CONDUIT,CONTACTOR HZ HERTZ(CYCLES PER SECOND) RT RESET TIMER LIGHT-DIRECTIONAL ARROW 0 ° ° 1 NORMALLY OPEN/ PS PS CAB CABINET IND LT INDICATING LIGHT SCR SILICON CONTROLLED 4 CALLOUT INDICATING CAP CAPACITOR INCAND INCANDESCENT RECTIFIER ®J CONDUIT PER SCHEDULE ® AREA WHERE INDICATED,D,SHADED D � VOLTAGE TRANSFORMER START STOP CLOSED o 0-x-6 PRESSURE CB CIRCUIT BREAKER INSTR INSTRUMENT,INSTRUMENTATION (ilk) T EMERGENCY PUSHBUTTON d CC CONTROL CABLE,CLOSING COIL I/O INPUT/OUTPUT SD SMOKE DETECTOR CONDUIT RUN,HATCH MARKS FACE 0 0 ^ I D NORMALLY OPEN I CLOSED TS TS SEC SECONDS,SECONDARY INDICATE NO.OF#12 CONDUCTORS �p EMERGENCY LIGHT WITH POWER OR DISTRIBUTION o--5,0 TEMPERATURE rTrn CHH COMMUNICATION HANDHOLE JB JUNCTION BOX NO HATCH MARKS IS 2#12 UNLESS LJ SELF CONTAINED BATTERY TRANSFORMER RATING AS NOTED START SECT SECTION PUSHBUTTON CL CHLORINE KA KILOAMPERES OTHERWISE NOTED STOP CKT CIRCUIT KCMIL THOUSANDS OF CIRCULAR MILS SF SUPPLY FAN _J__ NORMALLY OPEN I CLOSED - SHH SIGNAL HANDHOLE HOME RUN TO PANELBOARD AO LIGHT FIXTURE ° o CMH COMMUNICATION MANHOLE KV KILOVOLTS IDENTIFICATION LIMIT SWITCHES OR AS INDICATED 100 MOTOR. NUMBER INDICATES CO CONDUIT ONLY KVA KILOVOLT AMPERES SHT SHEET (r1T)� SINGLE RECEPTACLE,120V HORSEPOWER COMM y 0 ZS CLOSE ON REACHING LIMIT COMMUNICATION KVAR KILOVOLT AMPERES REACTIVE SIG SIGNAL ^"� FLEXIBLE CONDUIT °l0 __11 SWITCH o COED CONDUCTOR KVARH KILOVOLT AMPERES REACTIVE SN SOLID NEUTRAL (� SINGLE RECEPTACLE,208V GEN GENERATOR o._I 1-POLE I �� CONDUIT RUN.BROKEN I CONT CONTINUED,CONTINUATION HOURS SPD SURGE PROTECTIVE DEVICE AND CONTINUED ON SAME 9/ DUPLEX WALL RECEPTACLE,120V 3-POLE �6 CLOSE ON LEAVING LIMIT CPT CONTROL POWER TRANSFORMER KW KILOWATTS SPDT SINGLE POLE,DOUBLE THROW SHEET OR AS NOTED OR=WEATHER RESISTANT CONTROL PACKAGE PROVIDED ° G=GROUNDED TIMED CONTACTS CP CONTROL PANEL KWH KILOWATT HOURS SPECS SPECIFICATIONS I/ I CONDUIT WITH SEAL FITTING IG=ISOLATED GROUND WITH THE DRIVEN EQUIPMENT CR CONTROL RELAY LCP LIGHTING CONTROL PANEL SS STAINLESS STEEL,SOLID STATE GE=GROUND FAULT BUS STAB ON MCC OR SWITCHGEAR,CORD MULTI-POSITION SYMBOL NORMAL OPEN TO CLOSED TO SWITCH , CS CONTROL STCH LP LIGHTING PANEL SW SWITCH CAP ON CONDUIT STUB INTERRUPTER ° CT CURRENT TRANSFORMER LPS LOW PRESSURE SODIUM SINK) SWITCHBOARD DOUBLE DUPLEX WALL 8 PLUG CONNECTION FOR MOTORS SELECTOR SWITCH CLOSED OPEN OL CWP ° TR COLD WATER PIPE LTG LIGHTING SWGR SWI7CHGEAR .+ OPEN CIRCLE DENOTES RECEPTACLE,120V � THERMAL OVERLOAD 0 OPEN DELAYED INSTANTANEOUS DC DIRECT CURRENT LT(S) LIGHT(S) SYNC SYNCHRONIZING UPWARD CONDUIT RISER H A DIA DIAMETER �(� DUPLEX FLOOR RECEPTACLE, • A-AMMETER (M) MODIFIED TB TERMINAL BOX,TERMINAL BOARD J SEMI CIRCLE DENOTES 120V O* V-VOLTMETER TR DIAG DIAGRAM rSA MILLIAMPERES TC TELEPHONE CABINET DOWNWARD CONDUIT RISER MULTI-OUTLET ASSEMBLY WITH WH-WATTHOUR METER I I or CLOSED INSTANTANEOUS DELAYED DISC DISCONNECT MAX MAXIMUM TEL TELEPHONE GS-GROUND FAULT SENSOR HAND-OFF-AUTOMATIC //////// SINGLE RECEPTACLE.AS NOTED. o 0 I DISTR DISTRIBUTION MCC MOTOR CONTROL CENTER TEMP TEMPERATURE INDICATES REMOVAL SWITCH X-INDICATES / X•• SPACING(X INCHES)AS NOTED. AMMETER SWITCH t° CONTACTS CLOSED TR DN DOWN MCP MOTOR CIRCUIT PROTECTOR TSP TWISTED SHIELDED PAIR MOUNTING HEIGHT AS NOTED m O OPEN INSTANTANEOUS DELAYED DP DISTRIBUTION PANEL MFR MANUFACTURER TVSE TRANSIENT VOLTAGE FAQ FIRE ALARM CONDUIT r� DPDT DOUBLE POLE,DOUBLE THROW SURGE SUPPRESSOR ® VOLTMETER SWITCH MH MANHOLE RECEPTACLE,480V H O R TR DPST DOUBLE POLE,SINGLE THROW TYP TYPICAL -T TELEPHONE CONDUIT MIN MINIMUM DWG DRAWING UG UNDERGROUND WALL/CEILING MOUNTED ELEMENTARY DIAGRAM CLOSED DELAYED INSTANTANEOUS MISC MISCELLANEOUS -S SECURITY SYSTEM CONDUIT 4 J 2 REFERENCE NUMBER (E) EXISTING UH UNIT HEATER JUNCTION BOX I HAND-OFF-REMOTE SWITCH MS MOTOR OPERATED VALVE EA EACH W ULTRA VIOLET 120V SURFACE MOUNTED FLOOR RECESS MOUNTED I �_ X-INDICATES CONTACTS MS MOTOR STARTER J EF EXHAUST FAN V VOLTS PANELBOARD ❑ JUNCTION BOX O KIRK KEY INTERLOCK rt° ° CLOSED MTD MOUNTED ELEMENTARY DIAGRAMS EHH ELECTRICAL HANDHOLE VA VOLT-AMPERES 120V FLUSH MOUNTED T THERMOSTAT,WALL MOUNTED MTG MOUNTING r ' POWER RECEPTACLE FOR El UNDERLINED WORDS SHOWN AT A PUSHBUTTON, EL,ELEV ELEVATION VfD VARIABLE FREQUENCY DRIVE MTS MANUAL TRANSFER SWITCH I 1 PANELBOARD -0- -0- TERMINAL ELEC ELECTRIC,ELECTRICAL VAR VOLT AMPERES REACTIVE j WALL TELEPHONE OUTLET(+12") PORTABLE EQUIPMENT LIGHT,SELECTOR SWITCH,ETC.INDICATE THE ELEM ELEMENTARY (N) NEW VERT VERTICAL I 480V SURFACE MOUNTED LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR p NC NORMALLY CLOSED PANELBOARD DATA WALL OUTLET DEVICE. ANY ADDITIONAL NAMEPLATES ARE EMERG EMERGENCY VH VAR-HOUR V RELAY DEVICE FUNCTION,# NEC NATIONAL ELECTRICAL CODE # PER ANSI NUMBER C37.2 H7 H3 H2 H4 INDICATED ON ELEVATIONS WITH THE REQUIRED p ENCL ENCLOSURE VS VOLTMETER SWITCH r- 480V FLUSH MOUNTED j TELE-DATA WALL OUTLET NAMEPLATE INSCRIPTIONS. EFFL EFFLUENT NEMA NATIONAL ELECTRICAL W WIRE.WATTS PANELBOARD CONTROL POWER EQ EQUAL MANUFACTURERS ASSOC. WHM WATTHOUR METER I1 TRANSFORMER E2 "NORMAL"STATUS OF SWITCHES OR CONTACTS IS O MOTOR ® © ®FLOOR OUTLETS Y TERMINATOR/POTHEAD Y NEUT NEUTRAL THE SHELF POSITION. EQPT EQUIPMENT WHOM WATTHOUR DEMAND METER X1 X2 O NIC NOT IN CONTRACT W ETM ELAPSED TIME METER WEATHER EATHER RESISTANT DISCONNECT SAFETY SWITCH NO NORMALLY OPEN,NUMBER F -FIRE ALARM PULL STATION SPLICE,TERMINATION E3 NUMBERS AND LETTERS IDENTIFY DEVICE. � - � o FACP FIRE ALARM CONTROL PANEL WT WATERTIGHT NTS NOT TO SCALE '.IOTOR HEATEF1 FDR FEEDER WTP WATER TREATMENT PLANT y MOTOR STARTER O OH OVERHEAD I� COMBINATION MOTOR STARTER F FIRE ALARM FLASHING LIGHT 1 MOTOR HEATER FF FINISHED FLOOR XFMR TRANSFORMER -r NUMBER INDICATES NEMA SIZE p FLEX FLEXIBLE OT OVER TEMPERATURE Z ) 0 $MS MANUAL MOTOR STARTER FIRE ALARM HORN -I-5 CAPACITOR-KVAR INDICATED GENERAL NOTES: T AMP/FRAME I o G7.THESE DRAWINGS ARE DIAGRAMMATIC ONLY; G2.THIS IS A GENERALIZED LEGEND SHEET. G4 INFORMATION SHOWN MAY NOT BE ALL ❑� CONTROL STATION AFD-ADJUSTABLE FREQUENCY DRIVE 0T0 0 CJ 8B BELL AFD SS-SOLID STATE STARTER I l AMPS CIRCUIT BREAKER,MCP EXACT LOCATIONS OF ELECTRICAL THIS CONTRACT MAY NOT USE ALL INCLUSIVE SEE ALSO ANSI C37.2,Y7.1, EQUIPMENT MOUNTING STAND 6 0 0 0I POLES 1-POLE/3-POLE E EQUIPMENT SHALL BE DETERMINED IN THE INFORMATION SHOWN. Y32.2,AND Y32.9. BUZZER £ FIELD BY THE ENGINEER.THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE G3.NOTIFY THE ENGINEER IMMEDIATELY IF G5. VERIFY ALL COLOR REQUIREMENTS O GROUND ROD AND BOX O o 0 a HEAT DETECTOR DRAWINGS DESCRIBED IN THE AFD WITH BYPASS CONTACTOR. Wl GS OR DESC BED E BEFORE ORDERING MATERIALS S CONFLICTS IN EQUIPMENT LOCATIONS AFD 5 GROUND CONNECTION el SPECIFICATIONS SHALL CONFORM TO THE ARE DISCOVERED OR IF PROBLEMS ARISE ® INSTRUMENT OS SMOKE DETECTOR CONTACTOR NEMA SIZE AS - v I REQUIREMENTS SET FORTH IN THE LATEST DUE TO FIELD CONDITIONS,LACK OF G6. REFER TO THE MECHANICAL DRAWINGS FOR 5 I INDICATED OL ZS EDITIONS OF ALL APPLICABLE CODES AND INFORMATION OR ANY OTHER REASON.NO CERTAIN CONTROL DIAGRAMS AND EXACT ® INSTRUMENT 0-0(.4-0 THERMAL OVERLOAD Fr) UTILITY COMPANY STANDARDS. CONTACT PAYMENT WILL BE MADE FOR CHANGES LOCATIONS OF MECHANICAL EQUIPMENT O ❑ ❑ ELECTRIC MANHOLE/POWER HANDHOLE/SIGNAL HANDHOLE I FACP I FIRE ALARM CONTROL PANEL CR CR CONTACT o THE UTILITY COMPANY REPRESENTATIVES AND FOR CERTAIN CONNECTIONS TO BE EMH EHH SHH NORMALLY OPEN/CLOSED BUZZER BELL HORN WHICH HAVE NOT BEEN FAVORABLY AND VERIFY THEIR REQUIREMENTS. MADE TO ELECTRICAL CIRCUITS. o REVIEWED BY THE ENGINEER. El INTRUSION REMOTE KEY PAD ❑ O PROXIMITY SENSOR FS STARTER WITH BUILT-IN o PLAN NOTE$. FULL SPEED CONTACTOR /, BUS STAB ON MCC',CORD&PLUG OD INTRUSION DOOR SWITCH T T v CONNECTION FOR MOTORS P1. CONDUIT SIZE AND FILL SHALL BE AS P2.LOWER CASE LETTERS ADJACENT TO A P3 CONDUIT AND WIRE LAYOUT FOR LIGHTING S WALL SENSOR I C INDICATED.WHERE NO SIZE IS SHOWN,THE SWITCH OR LIGHT FIXTURE INDICATE A AND RECEPTACLES NOT SHOWN. PROVIDE I SAP I SECURITY ALARM PANEL C CONDUIT SHALL BE SIZED IN ACCORDANCE SWITCHED CIRCUIT,FOR FOUR LAMP PER NEC. O WITH THE EDITION OF THE NATIONAL FLUORESCENT FIXTURES WIRED IN PAIRS EQUIPMENT CONNECTION SPD SURGE PROTECTIVE DEVICE o ELECTRICAL CODE ADOPTED BY THE WITHIN EACH FIXTURE,THE"a"SWITCH P4, NUMBER OF CIRCLES DOES NOT REPRESENT AUTHORITY HAVING CODE ENFORCEMENT CONTROLS THE OUTER LAMPS AND THE"b„ THE NUMBER OF CONDUITS IN THE U ENCASEMENT. JURISDICTION. WHERE NO FILL IS INDICATED, SWITCH CONTROLS THE INNER LAMPS, Y THE FILL SHALL BE 24/12 PROVIDE 3/16 INCH WIRE 3 LAMP FIXTURES SIMILARLY. C�`Z.�kil- t NYLON PULL ROPE IN EACH EMPTY CONDUIT. ED PRQ�c_ \y'C\'�G I Nte �4, •'S37jE r d °RN ORG AUGUST 2012 PROD NAME SHEET TITLE SHEET 26 of 37 DWG N 1` p GAS DATE DURHAM AWWTP ELECTRICAL OREGON c? ■ N DSN PAR DWGf Eoo1 ODOR CONTROL SYSTEM RLDT 8/27/2012 A,gf'NBERt e. _ E001 �A REN Iv THIS BAR S ONE INCH C1eanWaber Services IMPROVEMENTS PHASE 1 ELECTRICAL LEGEND AND � `�' 55K WHEN DRAWING IS FULL RKI CAD FLLENgILE NAME OW commitment is else ABBREVIATIONS PLC N. - SCALE. Kennedy/Jenks Consultants©•m APPO. SCALE NONE REV DATE ORN APPD DESCRIPTION 2550 SW HiIISbC/O Hwy I Ii.I.sDOTD Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PRQIN 6550 ENDS STAMP r I I 8/27/2012 1:29 PM \\KJ\kj-root\KJ-Cad 1Portland1cad11011091014.35-Durham Odor_Contro11109101435e002.dwg t I fl p N 2 X 01 v CONTINUED UPPER RIGHT g g 'D$ 1iC121018 11614563-A - FROM mo FROM > • , SWITCHGEAR \ 4 On ° C USIA ?-- - - o m m ^, CONVEYOR 3 BUS DUCT D 11114503 u. r — --- )C--1 --�h 1200A• g N3 m v 11P145036 11C14503E D [Iii 0 1P14503 )--/ m n / SPARE STARTER b g o 2_ 11C145056 --(11C14505Af -O 12 m om c N n. o 1 CONVEYOR 5 11 o ro "i. $ I ' b I w rn Z 1 11114505 j ° yr ; O Z �� M_ 9d TUNNEL AREA 11P10001A ) I ? m WELDER �� I r-� -Z 11P1450583 / y-(11C1450SE ,} RECEPTACLE (! --- -- •g r-2 01P14505A )-- 4 11R11111 I �� N r I _ �n I n itC145076 )- 11C14507A-) C1 CONVEYOR 7 ,. ( TSP SLUDGE , 1-<11P12101A (_11114507 `tin a -_ �;w__ GRINDER 1 V 1 $ /1 E v I 11M12101-1 ■ _. ._._ 8 �91P145078 I V1---(11C14507E ) - - - 1', (11P14507A )- - 19C12101A o (11C121098 f11C12109AD D c SPARE STARTER -- o m I CONVEYOR 9 G7 m A— — (-o i> p ' rl E i -0 w'p A 2 g1P121096 I I 11C12109E 1 `.� � w MAIN FLOOR 91P10002A� i (11P12109A •-}----I � WELDER 0, RECEPTACLE I -j • -- ---- L__ 111811112 I y- I t n n 111C31201B 11C31201A I z DIGESTER FEED i - "' 3 TANK 1 MIXER � \ ��jj'` �'" n T 1,131201 1 I ,t-` '1 "'----- ---"-i-f—w b-, 11C2010f6 --(11C20201Ai! m / * v rn i = IIII� 1 K1u1P31201B }- tf 11C39201C CENTRATE l� 't = il 0 I1P31201A J TANK 1 MIXER r'�y'�1_�_ _-_ Q O `--- 1,120101 C` /""" 3 i CS g O �� $ v i 6 Z �P201018 I I {11C20104C ) @. /` 171110301098 j-- 19C30101A 11P20101A )-/ i Aid r WAS/CHEM _ It _i Z STORAGE @'- II : . I m BLOWER 1 It \ 110998036 )- (11C99803AD I I c i 11130101 C6C: l _ I D i INDIRECT FIRED GI ll I GI 1 MAKE-UP _ - 4 (41�P=309016 )— f ! 11C30101C ) AIR UNIT ( -�} . .. - _ � `i;)-� 3 (91P30109A-�-'111 i 11199803 { :�f y' "'r_� f o O I t�98038 J I } 11C99803C ) g (11Pv3A 99_80, I I 0 O ££ ' m : x 11 m SPARE I I ZO jSTARTER I rl---6s;� I m O N'< < C)73 I DCF SLUDGE 11P10101A I ii m Z I GRINDER ' (� _ 1 : 'o) C �J to 7 N � m� I ( 11Mf0101 � o HOD 0 co r {11P 702A }I I co -' c Cn I L11C10101�--�_.6.- z w S -<-I HOIST N V tl xI m M TROLLEY n> _---1 01C99804B r)---1 + (11C99804A I 1 CONTROL va ' i o CONTROL ��{((�'�ly�y"1 y I BLOWER - /""� 0 P-7-11M99804 w -I d- BREDGE ° 1 v r CRANE I . NEB C w L. © (`11P99804 I 1 I�_.�,C99804Ci N i 11P99804A vcm I m m m Drn 0 I a 0 11C40901A } N.k _ m T1 DC U rfr Z D Z n SLUDGE FEED19P40101A ) I 11140001 L111 E C) D ISOLATION VALVE L -- O o Z 1__11 FV40t01 1 1 w `� 'd¢ DEWATERING pry g 0 M -j I CENTRIFUGE 4 I — - C).,-, -a r' C1P401018 - I 11M40002 i w - m (1ic4o1016✓}-1 I (NOTE 2) -erg,-Q c. 91P40001A 1 11M40003 I z F. I x °. '� FERMENTER < I '1331\I , F1 40002A 1 ' ro BIOFILTER ODOR A / ') cn D 2 `I CONTROL FAN CP° o $ I 41EF1001 f II v `" I ^I 41P1001 I MELTRIC v PLUG TO I1 11ATS10001 1 y I • ATI1MCC10002 I •$ g m O (11C145018 11C14 509A CD N 0 • N R • CONVEYOR 1 41 19114501 1 c.n • " ••; ---a • 0 p11P145011 11014501E I1PI4501A R f C A T- ` s o w yO �N I CONTINUED LOWER LEFT m S '26,,, 74,# i 4, 006 , _\da • 1 2 3 4 5 6 7 6 9 10 11 12 13 , ATS GT INLET DC 4 ELECTRONIC SPARE CENTRATE VFA TCF DIGESTER BREAKER VALVE 1 CONVEYOR 3 SPARE CENTRIFUGE CONVEYOR POWER VFD PUMP 1 RETURN PUMP 1 FEED STARTER NO.4 FLUSH ANALYZER VFD PUMP 1 VFD PUMP 3 POWER GT INLET POWER DC 4 (EPA) VFD VFD AUTOMATIC VALVE 3 FEEDER HOT WATER TRANSFER CIP VALVE SWITCH TSP DC4 NPW GRINDER 1 CONVEYOR 7 CONVEYOR 1 CIP VALVE INCOMING DC4 MAIN ISOLATION CONVEYOR 9 BUS VALVE DUCT TRANSFER 1200A SLUDGE ' GRINDER FOUL DIRECT ODOR FIRED DCF BLOWER MAKE UP - GRINDER AIR UNIT BRIDGE MOTION DIGESTER DIGESTER VFA TCF DCF CRANE SENSOR 11ATS10001 CENTRATE INDIRECT FEED FEED DISCHARGE PUMP 3 SLUDGE RELAY BREAKER TANK 1 FIRED PUMP 3 PUMP 1 PUMP 1 VFD PUMP 1 MONORAIL (RELOCATED) (BACKUP) MIXER MAKE UP VFD VFD VFD VFD HOIST I SEE NOTE 2 AIR UNIT SPARE CONVEYOR 5 ' BREAKER FERMENTER SPARE FERRIC FEED BLOWER STARTER VALVE • BREAKER • TUNNEL RECEPTACLE SPARE CONVEYORI WAS/CHEM DIGESTER STARTER STORAGE FEED MAIN FLOOR BLOWER 1 TANK 1 I RECEPTACLE MIXER MCC-11 MCC10001 ELEVATION 1 SCALE NONE E003 - I El Ooy cn M Q O_ a b I gI E E 0 0 N M O Qi O O OR 3 f3 0 3 TO g(((?Ili' D P y GI N fE�iQL 3. oc3� 5P r a ow GAS OR1° AUGUST2012 PR''"""e DURHAM AWVVTP SHEET TITLE SHEET-28 OF: 37 DWG r `" OREGON N °"'E ELECTRICAL `>r ti° CSH PAR owo. - ODOR CONTROL SYSTEM 17;X 8/27/2012 A e48ER X\ cy E003 THIS BAR IS ONE INCH `iy� SOLIDS BUILDING MCC O�rE — -A.REKW- c CHK RKI cm FILE FILE NAME WHEN DRAWING IS FULL vy i � IMPROVEMENTS PHASE 1 ELEVATION E003 Oar Commitment I.OI.u. PLC t NA SCALE. Kennedy/Jenks ConsuRantso leetu m DAM)2,(3t IZ ' °P0i WALL NONE REV• DAM DRN . ARV DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro.Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 C o 0 6550 ENGR STAMP 4 - - - - - - - - - - - - - - - - - - - - - - -= - - - - = - - - - - - - - - - - - - - - - - - - - - - i • _ 480V,6OOA,3PH,3W BUS 42KAIC —1 NOTES: PROPOSED SPARE BUCKET FOR SRF ODOR CONTROL FAN CONTROL PANEL. COORDINATE FINAL LOCATION WITH Y OWNER.• V V Y � I 1 • 7/3 7/3 160/3 30/3 15/3 100/3 25/3 10/3 15/3 4013 100!3 6013 / i 1 FVNR 1 FVNR 1 FVNR 1 FVNR 1 FVNR 1 FVNR 3o KvA aaorizorzoav ce C7 30,4W 0 1_ w_i 2a • 2 PANEL PANEL 7.5 i 3 ✓� LLP LHP cc J ILI CC N cc d J 8 cc °~V W W f7 Zt- d J J a Z F- LU 3 C O =m. Y F a <! m � Q LL g Q ^ ¢g a Fa W W W ^7o 0- a x w 0 co rn0Y� _ cn ^ ,n y re MCC-MCPC ONE LINE DIAGRAM 1O SCALE: NONE Egpq .SAY Ms ,.:., I= ,_., , .,. i . =X Ai 0 N a 0 o 1 ME E i I A SSE MOM /212 4 ZS MI twat 0 0 6 1 er o 0 5, MCC-MCPC ELEVATION f $ SCALE NONE g(2''Ily •E0 ..• o�01Nr"r a DRN:GAS a AUGUST2012 PfOJNPmE DURHAM AIIWVfP SHEET TITLE SHEET 29 OF 37 DWG! � GOr+ sla ELECTRICAL 'v ODOR CONTROL SYSTEM IAm t,:, 1 N °&1 PAR DWG'E004 THIS BAR IS ONE INCH nVCI SeT'Vice$ IMPROVEMENTS PHASE 1 SRF BUILDING ONE LINE oAT, an7no12 E004 G CHIC RKI CAD FILE NAME WHEN DRAWING IS FULL Oct comet L dear. PLC*.. NA r - SCALE. Kennedy/Jenks Consultants* DIAGRAM AND MCC >EI APPD: SCALE NONE REV i DATE DAN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 ELEVATION cw PROJ R 6550 ENOR STAMP + 480V,3PH,60HZ I / \ L1 12 L3 MCP M OL . F-0�` 1---0-0Q-0-0———�E-———T1—, �I. M OL T2 gl ,_ ^� M OL T3•_ NOTE 1 2FU ! !3FU HI. H3 It H2 •144 CPT 1FU - 480-120V ° ' 0 1Xi X2 n N 1 • 0 OFF 1 fO M 2 * II 0 RUN 1 —O ON OFF OL 3 o-—1-1 I_— CD 17" START 1,2,4 NOTE 1 M OL 4 ❑ h I 1J, ❑ J —I I I I — — --- -- I —• —I — - 41— b - - -- b b RUN OVERLOAD N PLC DETAIL EI NOTES 1. MELTRIC PLUG LOCATED AT EQUIPMENT ELEMENTARY DIAGRAM 1 E005 3/16" 6 p _ CHAMFER I I I PLATE MINL 1!2 '� f EDGES ALL SIZE TO SUIT ALTERNATIVE DESIGN i :-' R AROUND FOR MOUNTING 1■r --.� . r*� FINISHED DISCONNECT SWITCHES, SEE EQUIPMENT I L!� LSD GRADE STARTERS,ETC OR MORE WITH DISCONNECT SWITCH MOUNTING STAND �. I I , THAN ONE ITEM OF DETAILS FOR Ir..,t..,...1-21' 1 ,l+l�_�I'.- ; EQUIPMENT AT THE MATING PLUG , ADDITIONAL 6 '._f ;' SAME LOCATION. PROVIDED WITH PUMP INFORMATION •°" 6117!18•DIA ROUND OFF CORNERS(lYP) .t.•I • °_] •• f•„ GALV ANCHOR • - BOLTS)TYP 4) O MELTRIC 1 UI ,I °' •' •. - 2N4 REBAR PLUG [ 4"x 5.4'STEEL CHANNEL • L- j •'- J'., CROSS EACH oil 1 �!i r OTHER AT 90 DEGREES 71 °• •" Ii CONDUIT SO CABLE € 10"x 14'CONCRETE BASE p (PROVIDE BASE FOR STAND A NOT ON CONCRETE SLAB) ;Ia, CLAMP 0 p wr PTO FAN 0 1"'_i/ •mI �C 112 ,1" I (TYP) 11� 6"x&1R"x 1/2"STEEL PLATE ° ) ,;,1 FINISFEO FLOOR OR WALKWAY :',.. �� NOTE: HOTOIPGALVSTANDAFTER �=�1t�. A'k—'_� GROUT AFTER LEVELING �'� •��• 9 FABRICATION,DRILLING AND LEVELING NUT(TYP4) II '1 COUPLING K, rY, WELDING.ALL MOUNTING 3"x7/16'Q CAPSULE BOLT " .~. ' W .'y' y' `K "CONCRETE SLAB HARDWARE SHALL BE WITH NUT&WASHER(TYP 4) co GALV STEEL. VIEW SIDE VIEW 0 V „ Ella-7111 P1p� 8 EQUIPMENT MOUNTING STAND 2 MELTRIC RECEPTACLE ® yEGINEE�i �' ! 375 Eq E005 (aE. a ow TJA a° AUGUST2012 ''''' """E'DURHAM AVWVTP SHEET TITLE SHEET 30 OF 37 °`^3" OREGON I. ELECTRICAL F OSN.RKI *E005 ODOR CONTROL SYSTEM ^OE, 8/27/2012 ,o4 ERfl N E THIS BAR IS ONE INCH C eanWale� Servit� IMPROVEMENTS PHASE 1 ELEMENTARY DIAGRAM AND E005 A REP• CHK *FILE NAME WHEN DRAWING IS FULL PLC* PAR �PLE Oar eeumilm*nt is clear MISC DETAILS NA Delutloll aff �� SCALE. Kennedy/Jenks Consultantso Cws PPD SCALE.NONE REEK DATE ORN APPD DESCRIPrIGN 2550 SW HIIISD0ro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500.PORTLAND OR 97201 PRO.I*. 6550 A ENGR STAMP , •+ // / \ -` `, \_ , , / A NOTES: / / / \�, "1 s// TT / / /// / \-� \ / > f/ SEE DETAIL ONNECT. ot \\ • / / \ \ �. , =ice." w�Tw_... Mr sr:- -- / V, , ' -, 'N,\\\!.1.,411: /,--------„ „7L__,,j' ' ,' 7' - ,, , il'' 41`tt// . T;)\s----- -- ,,,,, -, , , - - / / i \ 'le(/ -4 )) ,//---- —'-' A ..--. --„/-407---,,, ,.._ ,, , -S- / ) 11 1 ,/,'" , ‹ , _, ?, . . , , . ._... _. „ - \ ,v 0 ,0 20 \ ‘\\\:,i:I\ „ -.:.4%41.,s,,,,,.%-... .. . 4/11.' "":.'..,' „ , „c.( ,,,,, ,,-,.„.,- ,, \ \ ' \ V, Y 1 / / N.'".......„:',;::-,,, so, / \ ,k / c*. \''`,"-... / ' '.. '1.''' .1 I 11 I' // '\\/. A l - N.... \ \\ ,/////‘ ' / \o. I / ..,.46\ ......., \ '•,.. ..."-,s___. \ , ."---,....\,,,, , , ., .„, .., Aims .., i.iiiriiii: ,•010° 4„,.:::'--iti'D / , ___ ". NN:`, -4., ___-■------';„ / .,\ \ ' ' ��' `a u' i \\ \ ` ,SEE DWG E202 I. -... ■,.. s. `,... \ ' ' .- 41P- ,/' - • i -• / i , . —, ------ . 4 i \ \ ''' / _....>„,...„"<;.:2 \ ) * k -'' ',..,. '//1).0 i 1 , . ,,, 'N // --"' 'N,,, s'ael, \ '-' .--' / ,-4„,,-...,,, 4, ,..„.. ,s, , , ., \ „ _. ___ _... .._ ...___ 4 . 1 .:---. ---. ,,- -"N,',/,./t /.. \ N. , -.....„, N, -- ---,_, -- / • \_ , ---, — ---- __Q ■• .2‹...------: ".___...--„......--------_,..--- ,.....--- \ <- ,_ ,--_ ' .. . Ail$* s \ \ Af . ', ''''' -'-----.„, N -_/ ` o' ..V.,,,, ,,...„ __ ,,,,___N„ :§ \ / /� '\ � ____ ,-- 1 \—, --.._-- ,.._ ` _ \ a GRADE SEE DET;iDU 2/C002 FOR `� // EL 161.00'2 TRENCH ''`�OEI .- .,/ r \ J ��—'�`�-_�.�.. �.... � \ i \ 24"FAD 2 NF1N _o / I __ a 4"D. ' oa I I ,.- /,/ .. i \ _�! - �'� \\ \ 1 \ ELVARIE j 1'0" u: i-//,' ..,,, _ ,., „ ' \ \_. -- --. /'�`' -sH'i/�/H'ri ii r/'i/' I'r/'r/'bar/'i/'i i`\ /�// — — f ?� \\J \ ` \ SECTION A 3 — �j _I, _ 0 , 2 E103 � Irc�.. / 1._ \ ".. clzGINE-4-4,9t. sz , ./,/ 1 ( _, , --- --„ ct- ' a DR"GAS DRic AUGUST 2012 Epp: DURHAMTATp ; ,HFFr till F SHEET.31 OF. 37 D"G" ,^,�OREGONti p Dnre - v, ELECTRICAL ° DS"PAR DWG/ ODOR CONTROL SYSTEM PLOT 6/27/2012 A,'MBER A ,v E103 THIS BAR IS ONE INCH ��"!l��e.ae��j�� SITE ELECTRICAL PLAN DATE- 4A.RE1-W- C CNA RKI CADFILE.FILE NAME WHEN DRAWING IS FULL l � IMPROVEMENTS PHASE 1 AREA A NA E 103 r — SCALE oar eo..Na H is clot Kennedy/Jenks Consultants: RLC COMM UM MUM. g APPD SCALE NONE REV. DATE DAN APPO p ION 2550 SW HIIISOOro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 Mo,. 6550 ENGR STAMP. NOTES: RUN CONDUIT TO APPROXIMATELY THIS POINT. THEN RUN TC CABLE IN(E) CABLE TRAY TO END OF TUNNEL. SEE DWG E202. 11,',Il LOCATION OF PLC IS APPROXIMATE, FIELD VERIFY Irt. rill I♦ WI 1 - I i fir I1:1'� .rcr4illomm a t Irturt IEW.Rpn.lrn)1 �aprmnomann, t 1;) U MI• I , _—1 I� ' 1,-1,� – OA —4 iii -- - 1 I U51B I ,--1 — E — T---1 i1MCC10001 I I INDOOR/DRYMpN-CORROSIVE i DIGESTER SECTION a 8 FEED TANK 1 (APPRp)Q. •-• a 8 1— USIA I Q I ti DIGESTER J �� - lj FEED TANK 2 ^ 0 TI: : : "\-C.3#12 1 C,9#10,1*106 7 n IVAN i 2Q TC CABLE CENTRATE ....._42}, CENTRATE I t7 FROM MCC — STORAGE TANK 1 ('� STORAGE TANK 2 —PLC 5 1 Ly JO 41EF1001' _ 11MCC10002 I �-{ MC10 I [X �.� - IV 1 1 1 1 1 1 1 1 I 1 AI 1 1 < <_ ' 3 ,- \L_I_J_L_1__I_L_1_LJ I I I 1111\ VFA WET WELLS I 11MCC10o02 I 4iMCC I QJ__ — �alTa e� Yi1 �� Q p / o ��lili•Oi O. _ / MCtG I _ O E. �i EREMOTEP805 I / / €��a�l� I -- .o CONTROL PANEL — o g iii iiii� i % % t== 1 , 8 ii 1r1 INDOOR/DRY/NON-CORROSIVE "AG! .hll % % r r t'--i !I ry z m l kri r, -1----- / c7) / 41 iv ////' / /I V/ /./ Ate/ i 0 6 M. vu�i I, 4" I 1 101 101 ---1 1-4 IOLt-- / I i MC1A I MCtB It O-1 908 1 t /o IC) 0 ki 7 ,[)F1:6 Y 1 H r i 1 — — gl7:1'12 UPPER BASEMENT POWER PLAN 1 a• –•44 0 4 8 E201 �s 3116"=1'-O o"N:GAS AUGUST2012 E OJHAME DURHAM AVNWTP sEZ-TinE SHEET 32 °F. 37 DING 0: �' ' (3 DATE. MINNIMENI osNPAR ,� ODOR CONTROL SYSTEM ELECTRICAL PLOT 8/27/2012 ORECON o N E201 THIS BAR IS ONE INCH w IMPROVEMENTS PHASE 1 SOLIDS BUILDING UPPER DATE: E ? cHC WHEN DRAWING IS FULL �i C3I1d�E1 PLC E201 �, RKI OAOFLEeFILE NAME — SCALE. Our commitment it clear Kennedy/Jenks Con5uftantso BASEMENT POWER PLAN NP �',I;I:3,,.�4}i t1tinksa g APPO SCALE NONE REV a DATE ORN ARFO OESt wrrt0lt 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 Pat 8550 ENGR STAMP • -, NOTES: AT END OF CABLE TRAY,TRANSITION TO CONDUIT AND EXTEND TO GROUND LEVEL. SUPPORT CONDUIT PER NEC. TC CABLE ON(E)CABLE TRAY. .4 7 ) , ' \ I / \ / 1* \ , / l' r 147 1 i .....),... II I o v EXISTING *� t (gyp �•1 CABLE TRAY I i v v 11 I r I I 1 I -_I• I_I 11 I! ■ I I I I_I I_ it�ji)L1�.1\ >—rlgl I�f1 ss� �I o- LI■s=Ils�f��l ICI I�I.I►� [— 1 1 2 n l `i�l�� —---1 —a _ �I� jai�1_i 41j ' 1� i,�� I --(—�'9 —L_ ,,,,t______. 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PROJ NAME SHFFT TIT1E SHEET Of 3] D R N REGON ORIC AUGUST2012 DURHAM AWWTP 33 do a- IAN DEGAS DATE ODOR CONTROL SYSTEM ELECTRICAL P`oT, 8/27/2012 agBER'A �' DsNpAR DWG E202 THIS BAR IS ONE INCH THICKENER TUNNEL POWER D"TE 4A.REAR� N C�eailW�Cr Services IMPROVEMENTS PHASE 1 C CHK RKI CADFEEHFILE NAME WHEN D SCALE Oar IS FULL PLAN P C NA E2�2 o.r eo®ssils..1 u slur Kennedy/Jenks Consultants: E11PiA1gM w1E:C 1L APPD SCALE NONE REV• DATE DRS APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PROs w 6550 ENGR STAMP 1 Z NOTES: � 1 — — — — —_ — [-_-_-::>- ISNESE T ADLEL T AMIEL LTRIG PLUG DISCONNECT. 4.0 dilk A1I --. -- ---- -- -- - --- -- ---- -- - -- -- - -- -- -- -r,� -__E__:- ---1 ::1 - - - -I .L - - -__.._ _... __ - _ _ _ _ - 1 I 4• • I ELECTRICAL GEAR i - - \ I I — =— _— _ _ I 1 ..7--.- .....t •1 MCC LOCATION ^a I OSTARA GROUND 1'C,3#12,1#12G,TC FLOOR PLC PANEL J - CABLE IN EXISTING I _ - i - - - - - - CABLE TRAY. • i -- -- -- -- _- -- -- -- --... -- -- -- - --- - -- ._-CWS PLC PANEL - -_ -- - -- ---- - - - -- CABLE TRAY ABOVE- - ,� - :, NID) �� EXISTING CABLE . _ TRAY._ ❑ 1 - CABLE TRAY EXIST ��r� -T- ♦ 11111151P.. .i I_ ROUTE IN 4 ) . . / \ �� \ `\ Aar' ,/ . \ .-H e er * INA _I / 711)111)11 [/ iT' _ 1 PEARL 500 I PEARL 500 ::IIii_i:iii:/:•\\%EARL 2000 j , 1, REACTOR ! 11 REACTOR II - / REACTOR I - - - - -- / / _ 1\ r/ \ i ..rb* :4 I et) i / j I I I I - -- - - - `I —t I I 1 I I 1 \ / 7 - , . I 1 \ / j� / 1 1 1 1 1 1 1 /. I 11 IS�• I Aloft-t I Ili \\/ I - - 1 r I I I I. I� -- r I I \, j I 1 - II /\ 11 I 111 L"t� JLJ it�- NJ - - - - - ,_ ,.. ._,, I - - m C d SRF GROUND FLOOR ELECTRICAL PLAN 1 0 2 4 E301 U Y� Y 3f8' 1-0" t(2:)112- t.: �•t6.O PR. i c3y aGINeFA/q0 373P >. Y ill-01' , a DRR GAS °RK' AUGUST2012 PR°'E"""E DURHAM AWWTP SHEETT 1.E SHEET.34 OF 37 DWG. 1^,.OREGON ryc! P3 °ATE ELECTRICAL F ODOR CONTROL SYSTEM PLOT 8/27/2012 E301 '°q BERfl + DJ DsE PAR Dwc. E301 THIS BAR IS ONE INCH SRF GROUND FLOOR DAB 41A.REn °5," CUE PAR CAD FILE*FILE NAME WHEN DRAWING IS FULL C1eanWa6er Services IMPROVEMENTS PHASE 1 Our commitment is etur. ELECTRICAL PLAN PLC"' NA ORATION wIS.I2JY//z I Kennedy/Jenks Consultantsc Q APPD• SCALE NONE cws 6550 EHCR STAMP °0 REV a DATE ORE APPO DESCRIPTFON 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500.PORTLAND OR 97201 PRO.'a: ' INSTRUMENT SYMBOL IDENTIFIERS FLOW PRIMARY ELEMENTS VALVES MISCELLANEOUS EQUIPMENT J-3 J-5 J-1: IDENTIFICATION LETTERS(SEE TABLE BELOW) J-4: FUNCTION BLOCK(SEE TABLE BELOW) --111---0— ORIFICE PLATE DQ GATE VALVE I FLANGE ,. ® J-2: LOOP NUMBER J-5: PANEL NUMBER GLOBE VALVE III UNION MIXER J-6 J-3: VENDOR DESIGNATOR(NOTE 3) J-6: HANDSWITCH DESIGNATOR(SEE BELOW) EI SINGLE PORT PITOT TUBE OR PITOT-VENTURI TUBE PLUG VALVE Y STRAINER FIRST LE I I t12 SUCCEEDING LETTERS • VENTURI TUBE N CHECK VALVE 1-7.1 I I FLOW STRAIGHTENING VANE MEASURED OR READOUT OR OUTPUT PINCH VALVE M INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION _ MODIFIER © ►- AVERAGING PITOT TUBE IS-1 TEE DIAPHRAGM VALVE VERTICAL TURBINE PUMP A ANALYSIS ALARM - -3 SCREWED CAP B BURNER,COMBUSTION USER'S CHOICE USER'S CHOICE USER'S CHOICE n FLUME ��1 BUTTERFLY VALVE .� WELDED CAP r, J C USER'S CHOICE CONTROL CLOSED M - WEIR 101 BALL VALVE D DENSITY DIFFERENTIAL DAMPER —'-1 f E VOLTAGE SENSOR(PRIMARY ELEMENT) NEEDLE VALVE BLIND FLANGE-11 f(fl TURBINE OR PROPELLER-TYPE V SUBMERSIBLE PUMP F FLOW PATE RATIO(FRACTION) -11 PRIMARY ELEMENT p REDUCER G USERS CHOICE GLASS,VIEWING DEVICE PLUG(COCK) O THERMAL MASS FLOVVMETER -pQ HOSE BIBB CONNECTION HIGH HB Q EXHAUST FAN H HAND PRESSURE REDUCING REGULATING VALVE, �y I CURRENT(ELECTRICAL) INDICATE ® `_ POSITIVE DISPLACEMENT TYPE SELF-CONTAINED W EXPANSION JOINT J POWER SCAN FLOW TOTALIZING INDICATOR K TIME,TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION FLEXIBLE COUPLING fp PUMP L LEVEL LIGHT LOW D - VORTEX SENSOR BACK PRESSURE REGULATING VALVE, SELF-CONTAINED tt=r FLANGED COUPLING ADAPTER M MOISTURE MOMENTARY MIDDLE,INTERMEDIATE TARGET TYPE SENSOR SLUICE GATE OR SLIDE GATE N USERS CHOICE _ USERS CHOICE USERS CHOICE USERS CHOICE PRESSURE REDUCING REGULATOR WITH METERING PUMP O USER'S CHOICE ORIFICE,RESTRICTION ` _OPEN EXTERNAL PRESSURE TAP P PRESSURE,VACUUM POINT(TEST)CONNECTION FLOW NOZZLE -1,,,, Q QUANTITY INTEGRATE,TOTALIZE 3-WAY VALVE DRAIN R RADIATION RECORD LJ MAGNETIC FLOWMETER I PUMP PROGRESSIVE CAVITY ® 4-WAY VALVE ® DIAPHRAGM SEAL S SPEED,FREQUENCY SAFETY SWITCH © ► SONIC FLOWMETER ANGLE VALVE RUPTURE DISK,PRESSURE n T TEMPERATURE TRANSMIT 0 U MULTI VARIABLE MULTIFUNCTION MULTIFUNCTION_M MULTIFUNCTION O ROTARY PUMP V VIBRATION, VALVE,DAMPER, ROTAMETER [ , PRESSURE RELIEF VALVE TEiZI RUPTURE DISK,VACUUM MECHANICAL ANALYSIS OR LOUVER [� *FC=FAIL CLOSED LC=LOCKED CLOSED p PURGE �Z W WEIGHT,FORCE WELL ROTAMETER WITH INTEGRAL VALVE * FO=FAIL OPEN LO=LOCKED OPEN O ei-i PERISTALTIC PUMP X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED 1110-411 CLOSED DURING NORMAL OPERATION THERMOMETER WELL Y EVENT,STATE, Y AXIS RELAY,COMPUTE, --- PRESENCE CONVERT LINES SHADING INDICATES PORT TO BE CLOSED DURING Z POSITION,DIMENSION Z AXIS DRIVER,ACTUATOR, NORMAL OPERATION. DOT INDICATES PORT TO BE In_ NOTES: UNCLASSIFIED FINAL CLOSED DURING ALTERNATE OPERATION. CALIBRATION CYLINDER 1. THIS IS A GENERALIZED LEGEND CONTROL ELEMENT .. .. p... MAIN PROCESS SHEET. SECONDARY PROCESS PRIMARY LOCATION AUXILIARY LOCATION NORMALLY VALVE OPERATORS 2. SEE ALSO ISA S5.1,S5.3 AND S7.3. GENERAL INSTRUMENT OR FIELD MOUNTED ! TO OPERATOR TO OPERATOR , INACCESSIBLE THE PANEL OR I I-2/A > REFERENCES LEAVING SHEET PULSATION DAMPER 3. INSTRUMENTS MARKED WITH AN FUNCTION SYMBOLS I LINE CONTINUATION -D DIAPHRAGM —� CYLINDER OPERATOR ASTERISK ARE FURNISHED WITH THE EQUIPMENT. DISCRETE _ TO DRAWING REFERENCE 4. REFER TO ISA RP7 7 FOR INSTRUMENT INSTRUMENTS e e ® DIAPHRAGM © SOLENOID AIR RELIEF VALVE AIR QUALITY STANDARDS. A I I-3 > REFERENCES ENTERING SHEET PRESSURE BALANCED SHARED DISPLAY, (-- i i--- i SHARED CONTROL J 1 �- �_ FROM DRAWING REFERENCE O MOTOR O SOLENOID VALVE f AIR RELEASE LINE CONTINUATION COMPUTER FUNCTION cI::? e e e 2a^ BW ,.. LEVEL PROBE — —///�� /� I PIPE SYSTEM TYPICAL CONNECTION PROGRAMMABLE / \ I/ V ; 0 PIPE SIZE IN INCHES Ffil LOGIC CONTROL v IL� .A ELECTRICAL IN-LINE DEVICE I J-4 FUNCTION BLOCK DESIGNATORS J-6 HANDSWITCH DESIGNATORS - SOFTWARE OR DATALINK HOA HAND-OFF-AUTO SS START-STOP PNEUMATIC 0 CHEMICAL DIFFUSER © SUMMING © ROOT EXTRACTION LOR LOCAL-OFF-REMOTE OC OPEN-CLOSE 1/ // DIRECT CONNECTION TO PROCESS _c____ 0 FP FIELD-PLC OCA OPEN-CLOSE-AUTO L L HYDRAULIC _ STATIC MIXER O p DIFFERENCE Q SQUARE ROOT 1-0 ON-OFF AIM AUTO-MANUAL x r CAPILLARY TUBE ♦••' © INTEGRAL Ei EXPONENTIAL - Z ELECTROMAGNETIC OR SONIC(GUIs 9 EDUCTORANJECTOR INSTRUMENT SERVICES ��YYhh TEMPERATURE ELEMENT WITH WELL t DERIVATIVE HIGH SELECTING INTERLOCK. NUMBER IS THE CROSS AS}- INSTRUMENT AIR SUPPLY(NOTE 4) O O REFERENCE TO A SPECIFIC ELEMENTARY $I © MULTIPLYING z I LOW SELECTING MECHANICAL ELECTRICAL I DIAGRAM OR TO A SPECIFIC CONTROL ES 120 VAC ELECTRICAL SERVICE 8 i DIVIDING BIAS (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) - STRATEGY DESCRIBED IN THE SPECS 0 B OR CONNECTED _+-_ RADIATION OR SONIC SENSING * AV-AIR VALVE T- TRAP id CONVERT: FN NONLINEAR OR ® UNSPECIFIED FUNCTION PLC INPUT/OUTPUT F- FILTER FH-FIRE HYDRANT O I tA�f * E- VOLTAGE H- HYDRAULIC DISCRETE INPUT ANALOG INPUT I NOT __ I __ WATER LINE I- CURRENT O- ELECTROMAGNETIC,SONIC CONNECTED ° P- PNEUMATIC R- RESISTANCE(ELECT) I I I I FILLED SYSTEM,DIAPHRAGM SEAL CONNECTION A- ANALOG D- DIGITAL bI l I C� GRAVITY FLOW c B- BINARY I DISCRETE OUTPUT T ANALOG OUTPUT I VFD VARIABLE FREQUENCY • D PRO s I I DRIVE ocSby�17735 4.0 trr ��/tt'I — PROJ NAME SHEET TITLE SHEET 35 OF 37 DWG 0: c:;2:/t, "" OREGON t■ a. SLG D°"„ AUGUST 2012 DURHAM AWWTP - ODOR CONTROL SYSTEM P&ID PLOT 4%0,40 >6 �'' Col CV• MN.TJA _°"°' 1001 THIS BAR IS ONE INCH (leanWaber Services IMPROVEMENTS PHASE 1 LEGEND, SYMBOLS AND DATE 8/23!2012 -4 RD K.\�I' o CHK PLVM CAD FILE.109101436i001.dwg WHEN DRAWING IS FULL Ong eommlts.ot t.clear. PLO. NA 1001 � - SCALE. Kennedy/Jenks ConsuBantso ABBREVIATIONS 'EXPIRES: TWO 6550 ENOR STAMP APPO. SCALE NONE REV. DATE DRN APPD DESCRIPTION 2550 SW H RborS Hwy. Hiusboro.Oregon 97123-9379 200 SW MARKET,SURE 500,PORTLAND OR 97201 PROD. FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O • PLC5 / CP-11010 SOLIDS BUILDING MCC MCPC CABLE RUNNING C-41EF1001 PLC 5 22 CABLE 4 X2271 X2271 120 VAC (X2271) ZZ SLOT 2 .)P-41EF1001 M --I I- XX 14001R POINT 1 XX RUNNING XX - - X2271N N (X2271) ZZ LI I r� XX I I I I AUX FAULT CONTACT I I I I I I 41EF1001 < TA OL r XX —FT 11 X2272 - X2272 120 VAC (X2272) ZZ 41 YA © < I 1 I I Tg FAULT XX 1 f 41EF1001-N L. X2272N N (X2272) ZZ 1001 POINT 2 all Y CONDUIT V j \ I TC C-41EF1001 I JI XX < . r CONDUIT I a XX P-41 EF1001 MELTRIC PLUG 41EF1001 FERMENTER ODOR CONTROL FAN FIELD PROCESS AREA PLC TERMINAL STRIP PLC5 / LCP—OSTARA SRF BUILDING 11MCC10001 - CABLE RUNNING CABLE C-41EF1002 PLC 5 X3014 120 VAC (X3014) BASE 24 A X3014 ZZ SLOT 2 P-41EF1002 M F- XX 41HL `XX RUNNING — XX - - X3014N N (X3014) ZZ 1002R POINT 1 I Lid I ° XX I I I I AUX FAULT CONTACT I I I I I 41 EF1 002 X3015 X3015 120 VAC (X3015) ZZ ( TA OL f XX I I 1`1 41 YA 0 ( 1 1 1 TB FAULT XX Y I ' CONDUIT V �f 41EF1002-N L X3015N N (X3015) ZZ 1002 POINT 2 < \ I \ I TC C-41EF1002 l G XX § < v I t - CONDUIT I XX P-41EF1002 MELTRIC PLUG i 41EF1002 iSRF ODOR CONTROL FAN Q� e _o s 1 `, GIN0dpi — a 17735 0- ow+:TJ AIR 10 ah. AUGUST2012 °"°"'""'E DURHAM AWWTP SHEETnnE SHEET:36 of 37 rnw�: - OREGON ` N NW RKI °w°•1002 THIS BAR INCH ODOR CONTROL SYSTEM ODOR CONTROL FAN LOOP °"TE. 8/23/2012 /Cy�R06KG? nW&frr Services IMPROVEMENTS PHASE 1 �°�• 1002 ! - ° 05K RKI CAD ALE*FILE NAME WHEN DRAWING IS FULL Our psv y elm. DRAWING !EXPIRES: — SCALE. Kennedy/Jenks Consultants° APPO acALE:NONE REV R DATE °RN APPD DESCRPTION 2550 SW Hillsboro Hwy. HSIsboro,Oregon 97123-9379 200 SW MARKET,SUITE 600.PORTLAND OR 97201 Faa�: 6550 EHGR STAMP: — HMI PLC AND HMI PROGRAMMING PROVIDED BY OWNER. RUN OVERLD RUN OVERLD CONTRACTOR IS NOT rar© ram RESPONSIBLE FOR `1002AL1002/ _ _ _ _ _ PROGRAMMING. — — — — — — — — — — — — —PLC-05,BASE 24 I I PLC-05,BASE 22 I I (LCP-OSTARA) ? q (CP-11010) ? Y I I I I EXISTING PLC I/O IN WORM eg EXISTING CONTROL pp Kg. PANEL(TYPICAL) I I — — — — — — I. _ _ — L- — — — — — — — — — — — L_TJ LT SRF BUILDING I I I r r -I 1 I 1 MCC10001 MCC-MCPC oo Co EXISTING MCC'S WITH , in LEIN in 411,ti` EXISTING MCC'S WITH •NEW STARTERS. 1002 1002 VI7 NIZ, NEW STARTERS. i / I 180V 400V)""'/ SRF 10"FAD 18"FAD 18"FAD ODOR 12"FAD(E) I (E)12"FAD ./C3 18"FAD 18"FAD r 18"FAD p10"FAD �� 18x10 CONTROL SOUDS BLDG 18x10" BIOFILTER EXISTING FOUL /1/, __ 41EF1002 AIR DUCT WORK �' —`\ �� SRF ODOR (E)SRF �)SRF REACTOR a13 CONTROL FAN z �U REACTOR t1 REACTOR 112 E 8" i E)8"FAD + IRRIGATION Hi � 1 SYSTEM \ \ CONNECTION • L J w 4"D z Iv - (E)MH (E)21"SAN Is- INFLUENT PS (E)21"SAN (E)21"SAN 21"SAN(E) • (E)NPW(E}NPW t PLANT NEW PLANT NPW(E)j r J IRRIGATION I z SYSTEM E 8"SAN I N I CONNECTION LANT DRAIN(E) I IT I I SOLIDS BUILDING N 0 c r 1 M FERMENTER 8"FAD (E)14"FAD (E)14"FAD 14"FAD (E)30 FAD 24"FAD 14"FAD 14"FAD Q 24"FAD ---111.- 24"FAD ODOR (E)8"SAN CONTROL 1 PLANT DRAIN •� r� 30-x14" ^\30-x24- 24D14" 24x14" BIOFILTER —\ QO 8"x8" Q p r 41 MEET to a / FERMENTER m u b S ODOR w Y 4"D e► Asam(Z- THICKENER!, w %THICKENER! CONTROL FAN t PRDFFf' hi g w__ � i FERMENTER) FERMENTER T— '•\ NO 1 NO 2 MH f� �_/ �_ (E)6"SAN B"SAN 1► /!h 11 8"SAN WAD DIGESTER DIGESTER \SP TM ry `N �0 2 WET WELL FENDOTANK FEED TANK 37V VP1'� o ...---- — - -- ---__ \ $ THICKENER6 (THICKENER!` E=V1.747/ / 8 L J jFERMENTER NO 3 I FERMENTER NO 4 j +p1Rt. 17735 • a °SLG M7C - - - wla hwE SHEET TITLE: P&ID SHEET 37 of 37 owo r OR OON ptlO AUGUST 2012 ODOR CONTROL SYSTEM a arz3rzo12 4`"RRO K.NG\2 Mt T)^ °"°R 1101 _ CeanW4ter Services IMPROVEMENTS PHASE 1 ODOR CONTROL BIOFILTERS 1101 er THIS BAR IS ONE INCH PLC• � 141 �PLVM CRS FRS r1091014361101.dwg WHEN DRAWING IS FULL Os,,.• 2y. . PBID !EMUS: I e�i SCALE. Kennedy/Jenks Consultants* APPD7 SCALE:NONE MVP DATE DRN APPD OESGRW710H 2550 SW Hillsboro I4wy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PPRROOJ I: 6550 ENGR STM