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Plans (6) i3 L Locaton Map ,, RECEIvED ...: . . :At : *-4t, 1 4,, ',-- ,4,114,- . . , . - MAY 3 0 2013 � ''� ,� Z. V 64 1'- 14 4, O CITY OF TIGARD "'BUILDfNG DIVISION C •-44N.44\k---71%.\. 4 .451 ,.,Services � = $ ,,, A\J\/\/VTP fi D U R H AM - , PROJECT BISULFITE SYSTEM LOCATION MODIFICATIONS ,21 '..1. , — , FTIGARD Drawing Index Apprw�......�.�..�....C v� P ROJECT NO 6 Conditionally Approved,.............[ I SHEET# DWG# SHEET TITLE See Letter to:Fol low..................[ ] Att, hed, GENERAL OWNER L� . ""ea:"""" 1 G1 TITLE SHEET,LOCATION MAP&DRAWING INDEX CLEAN WATER SERVICES Permit i u u er: a 0 00 2 G2 LEGENDS,SYMBOLS&PIPING SCHEDULE 2550 SW HILLSBORO HWY Addr, r� V /' - �'[� 3 G3 BISULFITE SYSTEM SCHEMATIC DIAGRAM&BASIS OF DESIGN HILLSBORO,OREGON 97123 �� //� (503)681-3600 �`j'a�.\ Date: ��/ I DEMOLITION • co..- 4 D7 CHEMICAL BUILDING DEMO PLAN&DETAILS ENGINEER: 5 D2 DECHLORINATION BUILDING DEMO PLAN&DETAILS KENNEDY/JENKSCONSULTANTS Approved plans 200 SW MARKET,SUITE 500 CIVIL PORTLAND,OREGON 97201 shall be on job site. 6 Cl SITE PLAN&CONTRACTOR STAGING (503)295-4901 STRUCTURAL 7 S1 STRUCTURAL GENERAL NOTES SITE ADDRESS: 8 S2 STRUCTURAL REINFORCED CONCRETE STANDARD DETAILS CLEAN WATER SERVICES DURHAM AWWTF OFFICE COPY 9 S3 CHEMICAL BUILDING PLAN,SECTIONS&DETAILS °i 16060 SW 85TH AVENUE MECHANICAL TIGARD,OR 97224 10 M1 MECHANICAL LEGENDS,SYMBOLS&NOTES C7 11 M2 CHEMICAL BUILDING PLAN ° TAX LOT NUMBER: 16580 12 M3 DECHLORINATION BUILDING PLAN&DETAILS v O 13 M4 DECHLORINATION BUILDING PIPING PLAN&SECTIONS o FIRE DISTRICT: TUALATIN VALLEY FIRE AND RESCUE 14 M5 MISCELLANEOUS DETAILS ui ~ DEFERRED SUBMITTALS 15 ELECTRICAL LEGENDS,SYMBOLS&ABBREVIATIONS J IN ACCORDANCE WITH IBC SECTION 106.3.42 THAT SUBMITTAL DOCUMENTS FOR 16 E2 CHEMICAL BUILDING ELECTRICAL PLAN&DETAILS 551 DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR 17 E3 DECHLORINATION BUILDING ELECTRICAL PLAN&DETAILS ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE CITY a OF TIGARD BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED PROCESS AND INSTRUMENTATION cc MAY 2 013 CONFORMED DRAWINGS TO BE IN GENERRALL CONFORMANCE WITH THE DESIGN THE DEFERRED SUBMITTAL 18 11 BISULFITE TRANSFER PUMP P&ID ° ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE 20 13 BISULFITE METERING PUMP P&ID of BEEN APPROVED BY THE BUILDING OFFICIAL. 21 14 METERING PUMP LOOP DIAGRAM _o THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS: 22 15 BISULFITE TANK LEVEL LOOP DIAGRAM 23 16 SO2 ALARM LOOP DIAGRAM °' 1. TANK ANCHORAGE AND SEISMIC CALCULATIONS. 24 p METERING PUMP LOCAL CONTROL PANEL S 2. PIPE SUPPORT ANCHORAGE AND SEISMIC CALCULATIONS. v ,2 U a • 0 ORN MDH w7E MARCH 2013 PROJ a^ SHEET TIRE Sl EET 1 0E: 24 0wc;d DURHAM AWWTP GENERAL +SLG us c G1 K 5/21/13 T _ THIS BAR IS ONE INCH Liman BISULFITE SYSTEM N CHIC MDL c*n E+:109101450_G1 WHEN DRAWING Is FULL �,commitment a Mom. MODIFICATIONS TITLE SHEET, LOCATION MAP P«z NA G SCALE. 5116/13 SLG PLUM CONFORMED SET Kennedy/Jenks Consultantsc v !+�:— SCALE NONE --- — REV x DATE 0rai anv0 DESCRIPTION 2550 SW Hisbpo Hay. Hillsboro,Oregon 97123-9379 200 SW MARKET,SURE 500,PORTLAND OR 97201 &DRAWING INDEX 6628 PN61, FRCA STAIN ABBREVIATIONS CIVIUGENERAL SYMBOLS _ __ GENERAL NOTES 1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES & AND NECESSARY TO PROTECT EXISTING IMPROVEMENTS WHICH ARE TO FIRE PROTECTION WATER (EXISTING) FW FW BENCH MARK - e BAI REMAIN IN PLACE FROM DAMAGE. ALL IMPROVEMENTS DAMAGED BY AFF ABOVE FINISHED FLOOR SEWER (EXISTING) SS 55 THE CONTRACTOR'S OPERATIONS SHALL BE EXPEDITIOUSLY REPAIRED le SOIL BORING,IDENTIFICATION NUMBER APPROX APPROXIMATE STORM DRAIN (EXISTING) SD SD TP-10 OR RECONSTRUCTED AT THE CONTRACTOR'S EXPENSE WITHOUT SOIL TEST PIT,IDENTIFICATION NUMBER S ADDITIONAL COMPENSATION. CCC CHLORINE CONTACT CHAMBER WATER LINE (EXISTING) W W CL CENTERLINE RECLAIMED WATER (EXISTING) RW RW SPOT ELEVATION 10.35 2. PRIOR TO SUBMITTAL OF PIPE SHOP DRAWINGS THE CONTRACTOR d SHALL VERIFY THE INVERT ELEVATION,ALIGNMENT,OUTSIDE DEMO DEMOLISH GAS LINE (EXISTING) G S ELECTROLYSIS TEST STATION 0ETS DIAMETER,LOCATION,AND MATERIAL OF ALL EXISTING PIPELINES TO DI DUCTILE IRON TELEPHONE LINE (EXISTING) T T — WATER METER 93 WIA WHICH NEW PIPELINES WILL BE CONNECTED. EL.ELEV ELEVATION ELECTRICAL LINE (EXISTING) E - E FIRE DEPT.CONNECTION �I 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LINE AND GRADE (E),EXIST,EX EXISTING CABLE TV (EXISTING) cry cry— OF ALL PIPING FIRE HYDRANT ALIGNMENTS. WITHIN THE PROJECT SITE AND ALL LAYOUT FL FLANGE CROSSING UTILITIES (EXISTING) UTILITY BOX(AS LABELED) FENCE x 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD GAL GALLON POWER POLE GLM GROSS LOAD MAX PROPERTY LINE/RIGHT-OF-WAY DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF - - - - + CONSTRUCTION. SUCH DRAWINGS SHALL RECORD THE LOCATION AND GPH GALLONS PER HOUR CONTRACTORS WORK AREA LIMITS WA AA STREET LIGHT 0 GRADE OF ALL UNDERGROUND IMPROVEMENTS CONSTRUCTED AND SHALL BE DELIVERED TO THE OWNER PRIOR TO,AND IN HMAC HOT MIX ASPHALT CONCRETE CENTERLINE STREET LIGHT AND TRAFFIC SIGNAL 0. n 0 CONSIDERATION OF THE OWNER'S ACCEPTANCE OF WORK. LBS POUND CULVERT WITH END SECTIONS ^ YARD LIGHT TRAFFIC SIGNAL 5. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL HANDRAIL OR GUARDRAIL c s o DEBRIS PROMPTLY FROM THE SITE AND SHALL MAINTAIN THE SITE IN A (N) NEW 7 TELEPHONE RISER 0 T RISER NEAT AND ORDERLY CONDITION.CONTRACTOR SHALL OBTAIN ALL NO NUMBER WATER SURFACE N/A NOT APPLICABLE GUY ANCHOR NECESSARY FILL AND GRADING PERMITS. GRADE CHANGE LINE 6. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING TO PROTECT THE ' ODOT OREGON DEPARTMENT OF RIDGE LINE - R R - CATCH BASIN ®CB PROJECT SITE.TEMPORARY FENCING SHALL BE MAINTAINED 24-HOURS TRANSPORTATION A DAY SEVEN DAYS A WEEK. FLOW LINE --► --11.- — - HATCH LAYOUT HINGE SIDE PE PLAIN END GRADED SLOPE ?J--��_r—T' DI 7. THIS IS A GENERALIZED INFORMATION SHEET. THIS CONTRACT MAY PVC POLYVINYL CHLORIDE TOE_�� _ -- DROP INLET NOT USE ALL INFORMATION SHOWN ON THIS SHEET. — CLEAN OUT 0 CO RECIRC RECIRCULATION DITCH OR SWALE -r- 8. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE,SEE ALSO El. RED REDUCER SA SAMPLE CONTOUR MAJOR(NEW) 110 —� DRIVEWAY SBS SODIUM BISULFITE CONTOUR MINOR(NEW) HANDICAP ACCESS RAMP SIM SIMILAR SOC SOCKET CONTOUR MAJOR(EXIST) - - 110 ------ KEY NOTE 0 SST STAINLESS STEEL SW SOUTHWEST CONTOURMINOR(EXIST) ---------------- SURVEY PANEL ® SECTION OR DETAIL REFERENCE TYP TYPICAL MONUMENT OR SURVEY POINT SECTION(LETTER)-; ✓ VAULT - SECTION CORNER DETAIL{NUMERAL)) ± 9 STRUCTURE OR PIPE(NEW) DRAWING NUMBER W/IN WITH IN ELEVATION MARK(REFERENCE) V V - DRAWN ON STRUCTURE OR PIPE(EXIST) XLPE CROSS LINKED POLYETHYLENE ELEVATION MARK(DESIGN) ' DEMOLITION L]�\\;\�1�1� FLAG NOTE 0 < CONCRETE IN SECTION ...f.::;,:::< UTILITY STATION ®TYPE A STEEL IN SECTION WOOD IN SECTION _O� � ` 1 I 2) `1).i./1 PIPING SCHEDULE GRATING IN PLAN _ PIPE TYPE ABBREVIATION SYSTEM NOTES Nor, " EXPOSED VALVE SYSTEM ,? CHECKERED PLATE IN PLAN �:,!';.v •,!;l,l� - 01 GRAVELED AREA IN PLAN o•oe°oo°moo' SBS TUBE _ U-4 _ TUBE WA �Op°oGo°ove0p°Ov` c OR SECTION bb°xb •co•�• SBS V-1 PVC C SAND IN SECTION V V-1 PVC N/A 0 BRICK OR CONCRETE BLOCK IN SECTION Hu/�� ` NPW V-1 PVC A 3 \ 15 \ \ \ \ - i GRADE �\j �\ % \ \ i3 ASPHALT CONCRE I E. (IN PLAN OR SECTION) ,/ �, I, , , , , PPE TYPE SCHEDULE -- - 0 SEE SECTION 15050 "' FOR DETAILS sr 0 T3-, 0 o_ cv0.EPROF ff a ff#0 • ' ,� s 2 CF: 24 `• ~' I UnN:SLG �a MARCH 2013 REGON QURHAM AWNTP GENERAL O +MDH D'An•G2 - A °, ,�' THIS BAR IS ONE INCH _ aeanw BISULFITE SYSTEM as 3121113 �/4,0'2'� N eHrc MDL c DF�r109101450_G2 WHEN DRAWING Is FULL I Our CommitIDepl„cie.. MODIFICATIONS LEGENDS, SYMBOLS �. NA G2 ro,RES r,�77•'� I SCALE. 1--,r_ s; APPD - SCALE NONE i Kennedy/Jenks Consuttantso '/ REJf , DATE ORM I APPU DESPURDON 2550 SW Hillsboro Hwy. Hillsboro.°regal 97123-9379 200 SW MARKET.SUITE 500,PORTLAND OR 9T201 & SCHEDULE ow,t 6628 STAMP: I o SJ ./3 LEGEND • - EXISTING • - NEW i SODIUM BISULFITE DAY STORAGE TANKS BASIS OF DESIGN j 0 PUMPS TRANSFER PUMPS `�.--Ir TYPE UMBER CENTRIFUGAL METERING CAPACITY(EACH) 6.5 GPM a 38'TDH • SODIUM BISULFITE PUMPS BULK STORAGE TANKS _� TRANSFER PIPING •••.__/ NUMBER 2 11 / TYPE TUBING (E)DELIVERY C. CAMLOCK AND _ SIZE(ID) 1-INCH OFFLOADING PUMP ,---0. 1�} (E)SURGE BASIN STORAGE DAY TANKS NUMBER 2 s TYPE SIZE �AL TRUCK ' 411.CAMLOCK 3_ M • METERING PUMPS NUMBER 3 TYPE DIAPHRAGM •---______..-• CAMLOCK CAPACITY(EACH) 0-100 GPH 060 PSI MAX • GRAVITY FLOW • r{ \ / \ (E)CHEMICAL NEW DECHLORINATION STORAGE BUILDING BUILDING (E)DECHLORINATION STRUCTURE - SCHEMATIC DIAGRAM 1 0 i s 21 i v g a- _o O 6 op PRor h. PI ow-SLG °a��° MARCH 2013 PROJNAME: SKEETTRIE SHEET: 3 OF: 24 OWOt w• DURHAM AWWTP GENERAL o —ME MOH DM •G3 `j' BISULFITE SYSTEM °LOT 321/13 '°'2'µ°P ` n THIS BAR IS ONE INCH --- C YY 1 -+_—`„eS ��, ° alit MDL cm E:109101450_G3 WHEN DRAWING IS FULL JGI Vll MODIFICATIONS BISULFITE SYSTEM SCHEMATIC �. NA G3 ��L�,,_ Our commitment;.eleaT. APPO — lain,NONE SCALE. Kennedy/Jenks Consultants() DIAGRAM&BASIS OF DESIGN a.s iv F DATE DRS I—A___ DESORPTION 2550 SW H�Oorp Hwy. Fyhay�.011190C197123-9379 200 SW MARKET,SUITE 500.PORTLAND OR 97201 .. 6628 ENOS STAMP: • NOTES: DEMO(E)SAMPLER ENCLOSURE. SALVAGE SAMPLER, TEMPERATURE SENSOR/TRANSMITTER AND CONTROL PANEL 'y AND REINSTALL WITHIN NEW DECHLORINATION BUILDING PER SHEET M3. SAMPLER AND TEMPERATURE SENSOR TO BE i iE;SAMPLE — {?)iF)PIPE AN_}CONDUIT CHASES REINSTALLED AT DECHLORINATION STRUCTURE AND REMAIN ONLINE THROUGHOUT CONSTRUCTION. CL EL 134.25 f \ F ILTER NO. 5 FILTER ND. 6 COORDINATE LOCATION WITH OWNER. DEMO EXISTING CONC `� I CAP(E)PVC PIPE AND ABANDON IN-PLACE I 1 il COLLAR AND FILL PENETRATION PER 2/53. ('c)3"SBS — 1 CL EL 144 i5 L_____: L'^ �� DEMO(E)FOAM PUMP INCLUDING ELECTRICAL AND CONTROLS. I _---- J ._------- __IJ J----.T—_._...... SALVAGE HAND STATION AND DISCONNECT BOXES AND I I ( I EXISTING CONDUIT TO BE REUSED PER E3.DEMO GROUT PAD ' ' �—° ti r >" AND REPAIR PER 2/S3. iM, (E)DECHLORINATION (E)DECHLORINATION ? I 1 yr ® DEMO(E)PIPE AND CONDUIT CHASE. N4.1 DEMO PIPE AND CONDUIT CONTAINED WITHIN CHASE. (E)COVERED I • CHANNEL CHANNEL • I iY. \ ( SAMPLE WELL �1 I O — ` 1� ("I DEMO(E)HATCH AND CONC COLLAR. j/� FILL(E)PENETRATION PER 2/S3 AND DETAIL ` MS �i' \\\\--N,\-\-\\\--\\\-\ \\�� I r @ DEMO(E)ELECTRICAL AND CONTROLS.DEMO HAND STATION • —(Ei ACCESS—.4::1 Ek SAMPLER t `Qi� ! r i^ I L— BOXES,BUT SALVAGE EXISTING CONDUIT TO BE REUSED PER E3 R BATCHES ENCLOSURE 1 • i2(E. 1 PERFORATED_RFORATED DIFF'.;SEA'" I t' DEMO(E)PROPELLER FLOW METERS,TRANSMITTER HEADS AND _tEj GATE \� 0 �' SQ i C OUT ASSOCIATED CONDUITS,SEE SECTION �+ IJ D2 1 I I �/3 • • S , • r �^ `� ® RELOCATE LIGHTS TO LOCATIONS SHOWN ON SHEET E3 r I *1 ® DEMO(2)(E)PERFORATED DIFFUSERS. . . D2 i . • I%f_ /0=4" 5=0" io=P" f-6' /=s" /O-D" li' ho'-o- 9'0" rf A. ' PHOTO —— PERSPECTIVE --- —�——1 T— _ p 1 FM-.,„„ EL 149.0 t7 r ! (--- , DEMO LITION PLAN ""j' I SCALE 3/8"=1,-0" ---- '`--J i 11 i t ®-— E7£�'t _ I e I ropOf 44....1.../._ �I EL /4/.e>c, 6 11i '' rI-6' , .� r, L7 l---1 -- -- `1��l . 1 � 1 1 III 1 - t 1 ---I 1 1 _ L J. s - art .. 1 a ., N _� .,. art y r31 p n/ ill O ti s s we0 1 11 9"-oX-diO. o ■t w = y LT- �.,.�►t EL 11.9.5 .,.",-;-.,"-,z7""'•;••'-;-„'.N,- NOSI‘r_vk a 6k"i.” NN N14' < -,i -,rr-' ;1 i I- i may' cc I 5BG' 5`,oK' "---0. &,,z..Ht-L5(75-0, GiGisAcT is o PROPELLER FLOW METER ai . 2 DEMO DETAIL SEEDETAIL� /q\ DEMO SECTION o NOT TO SCALE NOT TO SCALE -Ti 17, L ■ noRN SLG MARCH 2013 —� - PROJ NAME DURHAM AWWTP SHEET TITLE DEMOLITION SHEET 5 a 24 ow e TSR MDH IWG* D2 _ --- � °LOT. 5/13/13 THIS BAR IS ONE INCH C7eanr\�` vicas BISULFITE SYSTEM DATE c MDL CAORLEA 109101450_D2 WHEN DRAWING IS FULL /2 5116/13 SLG PLVM CONFORMED DRAWING MODIFICATIONS DECHLORINATION DEMO pi. NA D2 -- SCALE. OW commitment is elver. /1`.\ 5/16113 SLO PLVM BACKGROUND IMAGE MODIFICATION Kennedy/Jenks Consultants.: N APR).- SCALE:NON , �� CNN APB DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,5UITE 500,PORTLAND OR 97201 PLAN &DETAILS MS 6628 MOSS ST AMP „ NOTES: (J (E)112-INCH SBS PIPING TO/FROM Mt I tHING PUMPS TO BE N DEMOLISHED ® (E)DISCONNECT.AND HAND SWITCH BOX TO REMAIN AND BE / g^, REUSED.DEMO LOCAL CONTROL PANEL SEE DETAIL 5/D1 FOR s: Y DEMOUTION DETAILS. (TYP OF 2 PUMPS) y t -.l DEMO PIPING AND INSTRUMENTATION. DISCHARGE PIPING TO BE • i DEMOLISHED FROM PUMP TO(E)BISULFITE TANKS 1 } l (TYP OF 2 PUMPS) i I •.' `� DEMO(E)METERING PUMP, DEMO(E)RECIRC PUMP, j F! = I � DEMO(E)3-INCH SBS FROM RECIRC PUMPS TO TANKS. (E)TANK •j ti , .; DEMO INCLUDES ALL VALVES,• . (E TANK SAP DETAIL O PDOtTZ L APPURTENANCES. DEMO(E)PIINSTRUMENTATION S PORTS UNLESS SHOWN • j (E)BISULFITE ROOM Dt TO BE REUSED.(1W OF 2 PUMP DISCHARGE PIPES I SERVING 2 TANKS,SEE DET :. t• , . g ice r, . _ --._ kr flH . . . . .- . �4. -...._._ \�C't•'%11"'S't�-\'c'k t i$ a . - - •'-.-4 -'.,:"N`�.\\Vtt•{T ` . . . SOS ; i TO PUMP \ • N.� I SUCTION I , T +:. .. 1 , 0 0 \ a SZNA•••a'- sue.•\1.•. >t- ."s �• - - .'.-i•4•. - b..�•N.k- r , • . DEMO(E)3”SBS A (E)4"SBS PIPING FROM TANKS (E)SBS PIPING TOIFROM FROM RECIRC PUMPS AT APPROX EL 188.50 TO REMAIN UNLOADING PUMP TO REMAIN (TYP OF 2) DEMOLITION PLAN CEILING NOT TO SCALE DEMO(E)3"FROM RECIRC PUMP DISCHARGE APPROX ■ £L101.0 `'SUN DEMO(3)(E)12"SBS FROM RECIRC PUMPS INSTALL . 0 PVC CAP (E)PIPE SUPPORT TO REMAIN, 1 I REUSE FOR NEW PIPING n -ry� 4---- .?4E,4 .._ ) it w c J @! ` w_t,! G * E .� Q !ti_ , �� xa'' DEMO(E)1/2"SUCTION PIPING i -- .i :w.N3 . ■ 1.1 s INSTALL PVC CAP AT CON molk" • \ w (T VP OF 4 METERING PUMPS)it 1 f+ { it` _ , REMOVE AND NECTION TO MAIN 4"HEADER.• ..c.' :l;�C - 'A ',f,..:.,,,.;.. :,,_- �r WATERPROOF (E)1°BALL VALVES• TO REMAIN n�`"" r S '- CONNECTION "` PLUGS a x•:.. }}� -. 4:. -- _ L t 1`-'LOCATION ''�' INSi Atli. A •Y REPLACE WITH APPROX .,;..P.',-4''.'`.r'" " = FOR NEW " PVC(:Af> um nnron .. ' + { HOAAND EL 170.0 - s © i--'u,.: . . u• .-. TRANSFER PUMPS -: . I i k_1 E �- .� t .. ON/OFF LIGHTS t'kgr.: 2, _ - V. SUCTION SIDE �rj + sn' • + „..-.60- . : PIPING TO REMAIN c , fir: :, '' : i2:4101.4&,.2 ;< , ........,,,,V1,;::,,-:-..'"-' (E)4”x 1"TEE— 4"SUCTION PIPING _ ( ) (E) o + _ (E)CONC PAD "t`".:,. . .t ._..._: .. ..s,. - TO REMAIN (E)12"SBS TO PUMP SUCTION r DEMO(E)RECIRCULATION PUMP (E)CONC PAD TO REMAIN (E) PUMP PANEL 0 $ (E) PUMP DEMO DETAIL (E) PUMP DEMO DETAIL (E) TANK PIPING DEMO DETAIL �1, DEMO DETAIL riik. SECTION TO NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE m a i E w v ° to 0 ca ° E E. It PROff., a INt 1 2 • 3 coat SLG w MARCH 2013 mcvrw s�rm� SHEET 4 a: 24 Dwcr �- 'l N\ �� DURHAM AINWfP DEMOLITION �� v NP- ° SW MDH DWOS D1 BISULFITE SYSTEM oA 321/13 . THIS BAR IS ONE INCH _ C:leariWater Services MODIFICATIONS CHEMICAL BUILDING DEMO R�= D1 t L3cT'.� ° cwe MDL uoraew109101450_D1 WHEN DRAWING IS FULL - ---- --- Onr eommitm•n1 u clot. :- sine NONE - SCALE. Kennedy/Jenks Consultants* PLAN&DETAILS a,s '�13 .. � DATE DRN I_AFPD - OESCJtPt10N 2550 SW HOW=Hwy. Hitlypp*,Oregon B7121B3TB L 200 SW MARKET,SURF 500,PORTLAND OR 97201 PRDJ r 6629 EII*R STAMP • (E)SBS DILUTION (E)3"SBS CARRIER PIPE ; u ) ° J NOTES: � STATION I. ° �;= / I ' 1 1. CONTRACTORS FOR VARIOUS PROJECTS • .� 2 i .1 !�e1• -I �44 PA./ SHALL CONFINE OPERATIONS TO THE L I t ( STAGING AREAS AND WORK ZONES 1 t i , . INDICATED ON THESE PLANS AND SHALL i +•` , Q COORDINATE WORK WITH OTHER T SBS is (E)RECARBONATION I � ��j . CONTRACTORS ONSITE THROUGHOUT BASIN NO 2 / CONSTRUCTION.CONTRACTOR SHALL NOT I BE ENTITLED TO DELAY DAMAGES OR 0 I CLAIMS RELATED TO ONSITE COORDINATION _ ! 1 _ •y_ t I WITH OTHER CONTRACTORS OR • • a Cl i I SUBCONTRACTORS.•_ _ I I w+ O 2. CONTRACTOR IS RESPONSIBLE FOR ANY•100 r(E)4'SBS CARRIER PIPE -Tom ° o o I WORK REQUIRED TO PREPARE STAGING C M. • 11j / ��a!` r 0 O O°O O O O p AREA INCLUDING BUT NOT LIMITED TO O ( 8 O O O ° FENCING,PAVEMENT MARKINGS,ETC. • A O ( T- : ° O t s,• TRAILER WITHIN THIS STAGING AREA -Ii r, O ,_,— O ° . CO ° - _ '� '—,--•--'—• -. f Os LARGE STAGING AREA TO BE SHARED WITH S + O_ ( j' I OTHER CONTRACTORS WORKING ON SITE I 1� O + FREIGHT ELEVATOR 0 O DURING THIS PROJECT. (E)3"SBS I _ I I ._ 8000 LBS GUN LIMIT O a GATE IS FOR EXIT ONLY tea-' " iN ,I io ,- I O m p � 6. NORMAL WORKING HOURS ARE 7:00AM TO te • J o' D PRIMARY CHEM t 11 _ • 4:00 PM,MONDAY-FRIDAY % III yyl roil p CLARIRER BUlLDI 0 t li - 1.5... - ,0 NO.4 (.O NO. SECONDARY • STORAGE f I O LOCATION OF(E)BISULFITE BULK STORAGE . 41 O® p C� p ° • -,I CL f 4ER BUILDING ° (fl _ — TANKS AND(N)TRANSFER PUMPS,SEE (E)3"BISULFITE ANALYZER I/' D ° O -1 . °• SHEET D1 FOR DEMO PLAN. • (1)— } _ I "° D K! c AERAT10N1; . _ °r----�_ _ • ° 06 LOCATION OF(N)DECHLORINATION BLDG, •O D 0 ° BASIN RUUP'r3 • ° ° - — DAY TANKS AND METERING PUMPS,SEE ` < a s la • S ) Q O y p r ° '�O O 'p ` Iva 3 �T. ,. o SHEETS D2 AND M3. r ` I p i t► c r + • 1 • ! O LOCATION OF(E)SURGE BASIN OVERFLOW 1 ♦° y •,�, ' l' F,R„u,R,, yr VERSION �� Io _.-- -- _ SECONDARY ° STRUCTURE CLARIFIER s. I • fl a {'\ CLARIFIER STRUCTOR ��. SUB o{ NO.3 /' , • ial• i . t9 ALIGNMENT OF(E)3-INCH PVC CARRIER PIPE • d°• • ;• u 3 a I r \,_� . SURGE BASIN I I WITH(3)(E)12aNCH TUBES INSTALLED I• tow! -—\ /• ° �7 O ROAD Y' + ° NO.i I REMOVE(E)112-INCH WITHIN S.INSTALL(2)(N) " o O ,.' © III 1-INCH SBS TUBES WITHIN(E)CARRIER PIPE • PR/MARY• O O 1rR �5� �%/�%%• FROM CHEMICAL BUILDING. 7 O q •!• ` 2 ��/ /,/\ '. I tt 4 INCH SBS CARRIER PIPE VYITH(2)1 FNCH O�,•, t 1 TtON \ • I SBS TUBES FROM CHEMICAL BUILDING AND "•V,:. . + (1)12-INCH SBS TUBE FROM DECHLOR•NO.2�� s, ° OVERFL BUILDING TO SURGE BASIN. ' y , O ; O ply � REPAIR PER DETAIL ... ,1+ (2)1* ° 0 j r CLARfFIER SECONDARY O SBS f CLARIFIER , .11- Q - w AND 12"SBS I . 1 NO.2 IN 4"SBS CARRIER PIPE 1 \\ T/p/y .� �—�+--� 12 ALIGNMENT OF(E)4-INCH PVC CARRIER PIPE • i� + ` J IM H(1)(E)1/2-INCH TUBE TO OVERFLOW APPROXIMATE LOCATION ' 4 '�. Na f ` 7 r o 0/ 0 STRUCTURE. PIPING IS INSTALLED BELOW A 1111• FILTER GRADE WITHIN UTILITY TUNNELS. REMOVE OF(E)SMALL DIAMETER(D<8") i :4 f' hIIK��PROCESS PIPING. CONTRACTOR dpi j 10, p SECONDARY • O , ' Q �...,„,......____Al SH I v ° ° (E)TUBING. INSTALL(N)12aNCH SBS TUBE TO POT HOLE AND USE(E)PIPE ) 01 �1'- filH414P �Lp " !' O FROM DECHLOR BUILDING TO OVERFLOW �Pp NIO.1 `� , \ STRUCTURE. PENETRATIONS TO FIELD LOCATE ' 4 Or -'r0 . \(N)4J"ESBS. COORDINATE WITH \ / a. / . 4• joNje;) t3 TRANSITION POINT FROM 4-INCH CARRIER - i'.:: ::=D PIPE WfTHIN TUNNELS TO 2-INCH BURIED A �' r. ' 4 i °......- ( ' �. "'• ,•y PIPELINE TO SURGE BASIN OVERFLOW (E)3'SBS / i OW • > ••• • �IY'0 O o O O. ° p STRUCTURE. ABANDON IN PLACE it OFFICES `, ° `. Q f POST CONSTRUCTION - Ri v /� . ( )2-INCH PIPE FITTINGS.@ : REPLACE TO - r / f �' O• 4"LAC' T < f•o ��r, %EWATERII t N. �� 0 16 INSTALL TRANSITIONAL COUPLER AT END RADIUS BUILDINr OF(E)3-INCH SBS. INSTALL(N)3-INCH SBS ° BEND I (E)FILTER NO 5 J I S'�► CARRIER PIPE ROUTED OVERHEAD TO WALL. 410 E • I� ® %% SEE DETAIL THIS OPERATORS EET FOR STATION, t6 PENETRATE CONCRETE WALL TYP a L. J •1 i OF PIPES SHOYIJ THIS LOCATION €c' NOTE: (E)INTERIOR TUNNEL PIPING NOT SHOWN FOR CLARITY. Nil ■ �.�/ *efr., ,: PER DETAIL SEE AS GUILTS FOR(E)PIPING CONFIGURATION. �,�•, w` y . ' SITE PLAN • SCALE:(21 PIPE ROUTING DETAIL I p r'° y� .�-' o '�-100 100 200 0 PVC CAP WITH SEAL AND 24-INCH LOOP OF 6 SCALE:NOT TO SCALE • 0 1,100' TUBING SIM� AT EACH LOCATION. -` �� 1 PROfFf b. a,A • • t>�:SLG MARCH 2013 PR4 NAME. SHEET 1111E MIT. 6 oP: 24 044‘. 'OM's i i �� DURHAM AWW fP CIVIL OM MOH owe•.Cl THIS BAR IS ONE INCHwL SCIVIC�S BISULFITE SYSTEM PLOT — k, v� o�: 321/13 N ow MDL cAOFt109101450_C1 WHEN DRAWING IS FULL _ . Our eomoutm.°t is°le•r. MODIFICATIONS SITE PLAN a°. NA C SCALE. Kennedy/Jenks/Jenks ConsuNantse �rF�c•7:� AMC,- nnew CONTRACTORS STAGING '-/3 SCALE.NONE REV• wre oRrr WO oesmm�W 2560 SW Hillsboro Hwy. Hillsboro,pregon 971219379 200 SW YARK••'ET,�SUITE 500,PORTLAND OR 97201 6628 PROD it EISA STAN: I STRUCTURAL ABBREVIATIONS GENERAL STRUCTURAL NOTES SPECIAL INSPECTION AND & AND JT JOINT GENERAL TESTING SCHEDULE 4 AT REINFORCING STEEL 1. CONCRETE NUMBER KIP 1.000 POUNDS 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2009 INSPECTION: 0 DIAMETER KSI KIPS PER SQUARE INCH INTERNATIONAL BUILDING CODE,2010 OREGON STRUCTURAL 1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60. CONT PER AB AGGREGATE BASE,ANCHOR BOLT SPECIALTY CODE,AND THE REFERENCED BUILDING CODE 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. [X] [ ] CONTINUOUS PLACEMENT INSPECTION ACI AMERICAN CONCRETE L,L ANGLE STANDARDS. 3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL,INCLUDING BAR SUPPORTS EXCEPT Pc<2,500 PSI OR TYPE E CONCRETE INSTITUTE LB(S) POUNDS 2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL AND SPACERS,SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL. [ ] [X] VERIFY DESIGN MIX ADDIT ADDITIONAL LB/SF POUND(S)PER SQUARE FOOT AD PARTS OF THE PROJECT,UNLESS NOTED OTHERWISE. 4. REINFORCING SHALL LAP IN ACCORDANCE WITH THE CONCRETE REINFORCEMENT [X] [ ] AT TIME SAMPLE TAKEN FOR STRENGTH,SLUMP, I ADJACENT LL LIVE LOAD AJSC 3. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED SPLICE TABLE,UNLESS OTHERWISE SHOWN.WHEN BARS OF DIFFERENT SIZE LAP TO UNIT WEIGHT,AIR AND TEMPERATURE TESTS. AMERICAN INSTITUTE OF LU-I LONG LEG HORIZONTAL WITH FAVORABLY REVIEWED EQUIPMENT MANUFACTURER'S EACH OTHER,SPLICE LENGTH FOR THE SMALLER BAR CAN BE USED.DOWELS SHALL [I [X] PROPER CURING AND TEMPERATURE STEEL CONSTRUCTION LLV LONG LEG VERTICAL DRAWINGS. HAVE THE SAME SIZE AND SPACING AS THAT OF THE REINFORCING STEEL THEY ARE [X] [ ] BOLTS INSTALLED IN CONCRETE AISI AMERICAN IRON AND LONGIT LONGITUDINAL 4. DIMENSIONS NOTED WITH AN ASTERISK"'°,ARE TO BE SPLICED AND SHALL HAVE A MINIMUM LAP AS NOTED ABOVE.BAR SPLICES SHALL BE I I [XI REINFORCING PLACEMENT STEEL INSTITUTE LT LIGHT COORDINATED WITH FAVORABLY REVIEWED SUBMITTAL BY THE STAGGERED. I I DQ FORMWORK ALUM ALUMINUM LW LIGHT WEIGHT EQUIPMENT MANUFACTURER. 5. HOOK REINFORCING BARS INTERUPTED BY OPENINGS. [I (I STRESSING&GROUTING OF TENDONS ALT ALTERNATE 6. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED,UNLESS APPROVAL IN APROX APPROXIMATE MAIL MATERIAL PERMITS AND INSPECTIONS WRITING IS OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. TESTING: ARCH ARCHITECTURAL MAX MAXIMUM 7. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES,UNLESS NOTED OTHERWISE .[X] 4 CYLINDERS PER 100 CUBIC YARDS* ASTM AMERICAN SOCIETY FOR MB MACHINE BOLT 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS BAR COVER IS CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. TEST: 2 0 7 DAYS,2®28 DAYS. TESTING AND MATERIALS MC MISCELLANEOUS CHANNEL AND INSPECTIONS REQUIRED BY THE LOCAL BUILDING INSPECTOR UNLESS NOTED OR SHOWN OTHERWISE BAR COVER FOR REINFORCING STEEL SHALL BE *EACH MIX PLACED,EACH DAY PLACED AWS AMERICAN WELDING SOCIETY MECH MECHANICAL AND AS DESCRIBED IN THE SPECIFICATIONS. AS FOLLOWS: EXCEPT fc<2,500 PSI OR TYPE E CONCRETE B/ BOTTOM OF MIN MINIMUM 2. THE CONTRACTOR SHALL SELECT,INSTALL AND MAINTAIN SHORING, [X] SLUMP TEST-PER 50 CY&AT STRENGTH SAMPLE BLDG BUILDING MSC MISCELLANEOUS SHEETING,BRACING AND SLOPING AS NECESSARY TO MAINTAIN BEAMS AND COLUMNS: [X] AIR TEST-PER STRENGTH SAMPLES BM BEAM SAFE EXCAVATIONS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DRY CONDITIONS: [ ] SHRINKAGE TEST-3 SPECIMENS PER STRENGTH ENSURING FULL COMPLIANCE WITH 29 CFR PART 1926 OSHA STIRRUPS,SPIRALS,AND TIES 1 1/2-INCH SCHEDULE BUT BOTTOM (N) NEW SUBPART P EXCAVATIONS AND TRENCHES REQUIREMENTS.ALL PRINCIPAL REINFORCEMENT 2-INCH I ] UNIT WEIGHT TEST-PER STRENGTH SAMPLES BP BASE PLATE NIC NOT IN CONTACT EARTHWORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH EXPOSED TO EARTH,WATER,OR WEATHER: BS BOTH SIDES NO NUMBER APPLJCABLE LAW,INCLUDING LOCAL ORDINANCES,AND APPLICABLE STIRRUPS,SPIRALS,AND TIES 2-INCH 2. SPECIAL CASES BTWIY BETWEEN NS NEAR SIDE OSHA REQUIREMENTS. PRINCIPAL REINFORCEMENT 2 1/2-INCH ANCHORAGE TO EXISTING CONCRETE/MASONRY(SPEC 05090): NSG NON-SHRINK GROUT . WALLS: [X) CONTINUOUS INSTALLATION INSPECTION CALLS CALCULATIONS NTS NOT TO SCALE LESS THAN 12-INCHES THICK 1 1R-INCH [X] PROOF LOAD TEST PER SPEC 05090 CC,GC CENTER-TO-CENTER CJ 12 INCHES OR OVER IN THICKNESS 2 1t2-INCH (SUBMIT TEST LOADS TO ENGINEER PRIOR TO CONSTRUCTION JOINT OC ON CENTERS SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS TEST) f CENTERLINE OD OUTSIDE DIAMETER 10%OF ANCHORS FOR DOWELS CLR CLEAR OH OPPOSITE HAND,OVERHEAD 1. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN 10%OF ANCHORS FOR SILL PLATE BOLTS CNJ CONTROL JOINT OPNG(S) OPENING(S) ENGINEER(S)OF RECORD OR THEIR AUTHORIZED REPRESENTATIVES -5016 OF ANCHORS FOR EQUIP ANCHORAGE COL COLUMN OPP OPPOSITE IN ACCORDANCE WITH IBC 2009,SECTION 1710.STRUCTURAL CONC CONCRETE 100%OF ANCHORS FOR HOLD-DOWN BOLTS OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS CONST CONSTRUCTION PAF POWDER ACTUATED FASTENER APPROPRIATE TO THE STAGE OF CONSTRUCTION TO OBSERVE CONCRETE 100%FOR ALL OTHER ANCHORS CONT CONTINUOUS PER PERIODIC CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND PL PLATE 1. CEMENT SHALL BE ASTM C150 TYPE II FOR ALL STRUCTURES.CONCRETE SHALL HAVE A NOTE:POST-INSTALLED FASTENERS ARE ONLY TO BE INSTALLED INSPECTION REPORTS FOR GENERAL COMPLIANCE WITH THE DBL DOUBLE PLF POUND PER LINEAL FOOT MINIMUM 28 DAY COMPRESSIVE STRENGTH(PSI)AS NOTED IN THE TABLE BELOW AND AS WHERE SPECIFICALLY INDICATED AND SHALL RECEIVE SPECIAL CONSTRUCTION DOCUMENTS RELATING TO THE STRUCTURAL WORK DIA DIAMETER PSF POUND PER SQUARE FOOT AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT FURTHER DEFINED IN THE SPECIFICATIONS: INSPECTION AND TESTING IN ACCORDANCE WITH SECTION 05090. DIM DIMENSION PSI POUND PER SQUARE INCH ANCHORAGE. I THE FOLLOWING ARE NOT USED: DL DEAD LOAD PT(S) POINT(S) 2. SPECIAL INSPECTION IN ACCORDANCE WITH IBC 2009,SECTION 1704, CONCRETE STRENGTH(PSI) DN DOWN - 3. SOILS SHALL BE REQUIRED AS INDICATED IN THE SPECIAL INSPECTION AND DWG(S) DRAWINGS R,RAD RADIUS TESTING SCHEDULE ON THIS SHEET. TYPE STRENGTH LOCATION 4. STRUCTURAL MASONRY 5. STEEL RECT RECTANGLE,RECTANGULAR C 4000 PSI BLDG BASIC CONC-ALL WORK 6. WOOD (E) EXISTING REINF REINFORCING,-MENT 7. SHOTCRETE EA EACH REQ'D REQUIRED LOADING CRITERIA 8. INSULATING CONCRETE FILL EF EACH FACE 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-08 INCLUDING BAR BENDS AND 9. SPRAY-APPLIED FIRE RESISTIVE MATERIALS EL ELEVATION SCH SCHEDULE 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE 2009 HOOKS,UNLESS DETAILED OTHERWISE. 10. SMOKE CONTROL SYSTEMS ELEC ELECTRICAL SF SQUARE FOOT INTERNATIONAL BUILDING CODE INCLUDING LATEST REVISION. 3. SUBMIT CONCRETE LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION JOINTS, 11. REINFORCED GYPSUM CONCRETE EMBED EMBEDMENT SHT SHEET 2. DEAD LOAD: AS CALCULATED WATERSTOPS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON THE 12, PILE FOUNDATIONS EQ EQUAL. SIM SIMILAR 3. LIVE LOADS: DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON EQUIP EQUIPMENT SLBB SHORT LEGS BACK-TO-BACK ELEVATED SLABS&WALKWAYS 100 PSF UNIFORM FORMS,REINFORCING STEEL OR PLACING CONCRETE.ANY ADDITIONAL VERTICAL OR ES EACH SIDE SLH SHORT LEG HORIZONTAL FLOOR-LIGHT MANUFACTURING/STORAGE 125 PSF UNIFORM, HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE EW EACH WAY SLV SHORT LEG VERTICAL 2,000 LBS POINT FAVORABLY REVIEWED BY THE ENGINEER.REFER TO SPECIFICATIONS AND TYPICAL EXP EXPANSION SPEC(S) SPECIFICATION(S) ' FLOOR-HEAVY MANUFACTURING/STORAGE 250 PSF UNIFORM, DETAILS FOR ADDITIONAL INFORMATION.CONSTRUCTION JOINTS SHALL BE ROUGHENED EXT EXTERIOR SQ SQUARE 3,000 LBS POINT TO 1/4-INCH AMPLITUDE. SS STAINLESS STEEL 4. WIND LOAD: 4. OPENINGS,PIPE SLEEVES,CONDUITS,INSERTS AND OTHER EMBEDDED ITEMS SHALL BE (F) FUTURE STAG STAGGER IMPORTANCE FACTOR,1w 1.15 IN PLACE BEFORE CONCRETE IS PLACED.IT IS THE CONTRACTOR'S RESPONSIBILITY TO FD FLOOR DRAIN STD STANDARD BASIC WIND SPEED 85 MPH COORDINATE ARCHITECTURAL,CIVIL MECHANICAL,ELECTRICAL,LANDSCAPING,HVAC, FF FINISH FLOOR STIFF STIFFENER EXPOSURE C PLUMBING,INSTRUMENTATION AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND FIN FINISH 511. STEEL 5. SNOW LOAD: EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL FIR FLOOR STRUC STRUCTURE IMPORTANCE FACTOR,I 1.2 DRAWINGS.NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS FN [Nd FOUNDATION SUSP SUSPENDED BASIC GROUND SNOW LOAD,P9 10 PSF (UNLESS SHOWN ON STRUCTURAL DRAWINGS).COORDINATE WITH EQUIPMENT FRP FIBERGLASS REINFORCED SNOW EXPOSURE COEFFICIENT,Ce 0.9 MANUFACTURERS DRAWINGS FOR ANCHORING DEVICES. PLASTIC T/ TOP OF oI THERMAL FACTOR,Ct 1.0 5. UNLESS OTHERWISE NOTED,ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED FT FOOT/FEET T&B TOP AND BOTTOM ° 6. SEISMIC LOAD: 3/4-INCH.INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED FTG FOOTING TYP TYPICAL 0 3/B-INCH RADIUS CONSTRUCTION JOINT. OCCUPANCY CATEGORY III 6. EACH FACE CONCRETE SHALL BE REINFORCED A MINIMUM OF NO.5 BARS AT 12 INCHES GA GAGE/GAUGE UON UNLESS OTHERWISE NOTED o SEISMIC IMPORTANCE FACTOR,I 1.50 o SEISMIC IMPORTANCE FACTOR,Ip 1.50 EACH WAY. GALV GALVANIZED UT ULTRASONIC TESTING SOIL PROFILE TYPE So 7. CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS AND FOOTINGS HORIZ HORIZONTAL VERT VERTICAL iE SITE COEFFICIENT Ss 0.934 HSS HOLLOW STRUCTURAL SECTION VIF VERIFY IN FIELD 1 SITE COEFFICIENT Si 0.337 t SEISMIC DESIGN RESPONSE PARAMATE R Sos 0.701 HVNL HIGH WATER LEVEL W/ WITH SEISMIC DESIGN RESPONSE PARAMATER Sol 0.388 °I SEISMIC DESIGN CATEGORY D W/O WITHOUT 0 IBC INTERNATIONAL BUILDING CODE W WIDE FLANGE v, SITE COEFFICIENT Fa 1.127 ICC INTERNATIONAL CODE COUNCIL WP WORK POINT c SITE COEFFICIENT Fv 1.726 IN INCH WT WEIGHT,STRUCTURAL TEE o OVERSTRENGTH AND DUCTILITY COEFFICIENT,R 2.5 INT INTERIOR WALL THICKNESS o SEISMIC AMPLIFICATION FACTOR,O. 2.5 WWF WELDED WIRE FABRIC 1 ,-- LONG PERIOD TRANSITION PERIOD,TL 16 g D PR Y <, �GINff�i, .• IPE lb 2 • ET a S'MARCH 2013 PROD HAA SHEET TITLE SHEET: 7 OF. 24 DWG*. /q Et' DURHAM AWWTP STRUCTRUAL - OREGON "' ET DWG 0,S1 BISULFITE SYSTEM 315/13 fsfp A To" 4 M THIS BAR IS ONE INCH CleanWater :en1CeS Si p y1 o - .PDS CAD FIEP109101450 S1 WHEN DRAWLNG IS FULL MODIFICATIONS GENERAL NOTES PLCf NA R A" `� vr5 SCALE. OUT commitment it dcSr. - acme NONE v. u1E 0 I APR/ OEDCRIPTON 2550 SW Hiisboro Hwy. Nilsboro,Oregon 97123-8375 200 SV(MAnRn ySUIITEk501)PORT ND OR 97201 CT120.1 r EHGR STAMP. 6 r3��/y SPLICE LENGTH FOR REINFORCING BARS IN WALLS.6 SLABS(INCHES)''43 12" BAR SIZE CONC COVER=1.00 IN.;CONC COVER=1.50 IN. CONC COVER=2.00 IN. 3/4"CHAMFER VERTICAL j SOFT INCH TOP4 OTHER TOP4 OTHER TOP4 OTHER #3(i#12'EW EDGES(TYP) METRIC POUND ROUGHENED CJ W/ V I #10 #3 17 16 17 16 17 16 EPDXY BONDING AGENT #13 #4 23 17 23 17 23 17 ', #16 #5 33 26 28 22 28 22 (E)CONC SLAB Y■ NOTE 4 • 1419 #8 46 I 35 34 26 34 25 ADHESIVE DOWEL ALL AROUND: —_ ! NOTES: #312 EW t LAP SPLICE LENGTHS ARE DEPENDENT ON THE FOLLOWING CRITERIA AND ARE IN CONFORMANCE WITH ACI 318-08.NOTIFY THE DESIGN ENGINEER IF THERE ARE ANY DIFFERENCES THAN THE FOLLOWING CRITERIA FOR NOTES: APPLICABLE CHANGES IN LAP SPLICE LENGTH. 1. PLACE ALL EQUIPMENT ON CONCRETE BASES. 2. LAP SPLICE LENGTHS ARE IN INCHES FOR GRADE 60 REINFORCING IN NORMAL-WEIGHT CONCRETE WITH fc 2. SEPARATE ALL STEEL SURFACES BEARING ON CONC BY A GROUT LAYER. • GREATER THAN OR EQUAL TO 3,000 PSI, 3. FOR INSTALLATION AT EXISTING SLABS,THE CONTRACTOR SHALL LOCATE AND • 3, CENTER-TO-CENTER SPACING OF REINFORCING SHALL BE GREATER THAN TWICE THE CONCRETE COVER PLUS AVOID DRILLING THRU EXISTING REINFORCING STEEL, ONE BAR DIAMETER. 4. 8th (T-3"MAX) 4. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF CONCRETE CAST BELOW BARS. 5. STD HOOK DEVELOPMENT LENGTH (T-3'MAX). CONCRETE REINFORCEMENT SPLICE TABLE CONCRETE EQUIPMENT PAD $2 • • • . • • • • • • • 7 • • 0 O W 0 • 7 9. L • • 0, 0 O v PRQ z—Ai66IRE 0- pw'.ET "3 MARCH 2013 rwo.lwAr>E: srtEErratF SHEET: g or: 24 owor. • DURHAM AVWVfP STRUCTURAL - ON SET «S2 IICT � BISULFITE SYSTEM REINFORCED CONCRETE PLOT 3!15113 S2 DA �` DATE THIS BAR IS ONE INCH MODIFICATIONS STANDARD DETAILS ep"'E' • aac PDS uor�r10910145052 WHEN DRAWING IS FULL N`n SCALE. O°1 commitment is clear. a.cr NA NONE 2550 SW Hillsboro- ---- Kennedy/Jenks Consultantso Awn:u:— sc cwa e�eiels: D// REV• DATE DM PPM DESCRIPTION Hillsboro Hwy. Hillsboro.Oregon 97123 3379 200 SW MARKET,SUITE 500,PORTLAND OR 57201 RdOJIF 6628 / Erma SrASTAMP � NOTES: / p 1. COORDINATE EQUIPMENT PAD SIZES WITH 1; FAVORABLY REVIEWED ANCHORAGE `.°we" -fi,. ten/wex s ..�...� . t —"—• SUBMITTALS. J 2. ALL ANCHORS SHALL BE STAINLESS T — INSIDE FACE OF WALL STEEL TO OUTSIDE EDGE OF CURB —7-- e t • (N)FIBERGLASS ` [ TION SECTION 6600 500 GAL 1) 50D GAL 1 / DAY TAN, SEE NOTE 1 DAY T (E)COVERED i \ \\ �i////// * 0 SAMPLE '' \ WELL t -FIBERGLASS [......._i #4 AROUND(TYP) r �- - ENCLOSURE/2 (N)B"HIGH CONC EQUIP PAD SEE DETAIL CUT OPENING IN PAD FOR FLANGE 1 .I 14 TANK INSIDE FACE OF WALL I FOR REINF SEE DETAIL , '/ /; 3(4"CHAMFER(lYP) �� r , ( . I• - � r — TRENCH DRAIN s,,.MIN,2 MAX — - a SEE DETAIL NSG PAD UNDER r 1 a 4 a a ANCHOR BASE I � ' PLATES(TYP OF ' \ ' 1 SKID ANCHORS) ' / `\� (E)CONC SLAB I /" 1 r W/8EMBED O <I I I I I I I I III I I l I l I I J l l�l [ tE�CONC / t t - J 4 / ( q SECTION SCALE:1'=1.-0" (1\ PLAN SCALE:1/2"=1'-0" r -4 i #4 DOWELS AT8"OC&6" f I —118"THICK ' / PERFORATED SS EMBED 2.y4�r.. --i i PLATE (E)CONCRETE SLAB \ r-SHELTER WALL A ji ES 1!4'x3Y0 WASHER I %/ CHIP OUT 1" E %,' -CHIP OUT TRENCH 1", t _ crl 1/4"NEOPRENE —_ 8"THICK CONC GRIND SMOOTH 1 a 4 N GASKET _ --� /r CURB COAT TRENCH WI SIKATOP REINFORCEMENT 122 PLUS OR EQUAL Z; • NOT SHOWN INSTALL PER 0 SS EXPANSION MANUFACTURER'S PROVIDE EPDXY BONDING SYSTEM AT CJ ANCHOR RECOMMENDATIONS /•BY CONTRACTOR 4' CORE DRILL HOLE NOTES: �' 1. DEMO EXISTING CONCRETE TO A MINIMUM OF 1"BELOW E FOR 3"DRAIN THE FINISHED FLOOR AND ROUGHEN TO 1/4"AMPLITUDE. E DO NOT CUT(E) SAW CUT EDGES. REINFORCEMENT � 2. NO ACCESS TO UNDERSIDE OF CONCRETE SLAB. of CONTRACTOR SHALL PROVIDE FORMWORK FROM TOP SIDE vt NOTES: —(E)CONCRETE SLAB OF SLAB. ° 1. SLOPE TRENCH TO DRAIN. 0 2. EXISTING REINFORCEMENT NOT SHOWN. 0 /'_2'i DETAIL 3\ DETAIL L'4 DETAIL c SCALE:1-1.12"=1'-0" SCALE:3"=1'-0" SCALE:1"=1'-0" 4 GtNFf�Sip 0_ ��? 85661PE r a- ORMET ° MARCH 2013 -_-.--.--.-.---.._.__._.^.._. __.�._-� - NAME SHEETTRLE: SHEET: 9 OF' 24 DWGi: 7 DURHAM ANWt TP CHEMICAL BUILDING --- ----- ----- OREGON y ai OW ET lDwcr S3 THIS BAR IS ONE INCH - - p�n[i � - BISULFITE SYSTEM PLANS, SECTIONS AND DETAILS DATE X13 f° to 2°,�P�' WHEN DRAWING IS FULL 1'rdlGi MODIFICATIONS -- --- S3 °A s asc PDS CDA109101450-S3 roEL '---- - --- - -- Oar coanitm<nt is dear_ PLC* NA N A — —-- — SCALE. Kenn /Jenks Consultantsc E P 9L5: use- sr„F.NONE RE'$ DA aat ARM OE8WPf10N _- 2550 3W HYpboro Hwy. CW8 30 4 Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 600.PORTLAND OR 97201 P�R 6628 ENOR STAMP: • PIPE SYMBOLS VALVE SYMBOLS GENERAL PIPING NOTES 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. DESCRIPTION SINGLE LINE DOUBLE LINE DESCRIPTION SINGLE LINE DOUBLE LINE REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. EXISTING PIPE ---- e '- GATE VALVE --C-<— =MI= 2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. NEW PIPE GLOBE VALVE — 3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO PIPE TO BE REMOVED �,�� ADJACENT STRAIGHT RUN OF PIPE,UNLESS OTHERWISE INDICATED. PLUG VALVE {O FTYPE OF JOINT AND FITTING MATERIAL HALL BE THE SAME AS SHOWN FLANGED,WELD NECK —+i I-4-- 6 III ° FOR ADJACENT STRAIGHT RUN OF PIPE. FLANGED,SLIP ON --II-- 6 I ,i SWING CHECK VALVE 4. NUMBER OF PIPE HANGERS AND PIPE SUPPORTS NOT SHOWN FOR PIPES UNDER 4".FINAL SUPPORT REQUIREMENTS SHALL BE SCREWED,SOCKET WELD I d I 4 DOUBLE DOOR CHECK VALVE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. BELL&SPIGOT Q d 1 BUTTERFLY(FLANGED) --1 I`..I I-- 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL MECHANICAL JOINT Q; -1 }- �--{K 3 BE PROVIDED WITH THRUST TIES,BLOCKS.OR ANCHORS,UNLESS 8U I I tRFLY(WAFER) --�w� II--, OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR ELBOW-STRAIGHT .-'-- ar + II BALL VALVE(OPEN) ----30 I-- TEST PRESSURES SPECIFIED. i ELBOW-REDUCING (It— BALL VALVE(CLOSED) — 6. SYMBOLS,LEGENDS,AND PIPE IDENTIFICATIONS SHOWN SHALL BE ��.. FOLLOWED THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN DIAPHRAGM VALVE ARE NOT NECESSARILY USED IN THE PROJECT. ELBOW-DOWN C— -- - 7. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY CAPILLARY CONTROL Q T APPROXIMATE.PROVIDE ALL UNIONS NECESSARY TO FACILITATE ELBOW-UP 0 I VALVE D'4 -' E CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT. • CONTROL VALVE B. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATING AND CROSS I I '—u (ELEVATION) PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED N APPURTENANCES INSTALLED UNDER THIS CONTRACT TO THE EXISTING CONTROL VALVE PIPING AND FACILITIES,AND TO THE WORK OF OTHER CONTRACTORS. REDUCER —C1---— r I 1 ° (PLAN) 9 PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TEE I 1 I PRESSURE RELIEF VALVE TO CONNECT TO AN EXISTING PIPE OR STRUCTURE,THE CONTRACTOR 1- lr (ELEVATION) '' SHALL EXPOSE THE EXISTING PIPE OR STRUCTURE TO VERIFY ITS N EXACT LOCATION,SIZE,MATERIALS,AND INVERT ELEVATIONS. TEE-DOWN I C I BACK PRESSURE VALVE 10. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED TEE-UP I 0 I (PLAN) OTHERWISE. LABELING SHALL INCLUDE FLOW DIRECTION ARROW AND HB PIPE USE. UNION --I I I- -d - HOSE BIBB pd • FLEXIBLE RUBBER —Cy C 7 ONNECTOR AIR RELIEF VALVE PIPING DESIGNATION FLEXIBLE HOSE -,. _ - CONNECTOR ROTAMETER - FLANGED COUPLING #I _ _ I CENTERLINE ELEVATION ADAPTER f ((UNLESS NOTED OTHERWISE) FLEXIBLE COUPLING = -6=1Ef== XXX.X XXX-X DISASSEMBLING —11:1 F-_-_ _2 ACTUATOR SYMBOLS 6 / 6" RW / JOINT */ ® Cr RW FLOOR DRAIN ® MOTOR O I NOMINAL E SCHEDULE PIPE PIPE DIAMETER CLEAN OUT 0 4 SOLENOID I UTILITY STATION @TYPEX PNEUMATIC ii VALVE DESIGNATION S PIPE SUPPORT DESIGNATION FLOWMETER SYMBOLS a ACTUATOR SYMBOL 0 `T J PIPE SUPPORT DESIGNATION DESCRIPTION SINGLE LINE DOUBLE LINE • V z,,-' (TYPE XX SUPPORT) .0 .- --- -- SEE PIPE SUPPORT DETAILS MAGMETER —� -- -11+41— - - py VALVE EQUIPMENT NUMBER, 4 El FOR SPECIFIC REQUIREMENTS ® 101 CONTROL VALVES ONLY. - TURBINE METER 0 ■ VENTURI METER ----- -6=14=3- a o_ S 3 . I PROFF, SSa 1 • N4444 Dart SLG w MARCH 2013 i ■ PRO DURHAM AVVVI(fP �� MECHANICAL °N�' 10 24 cv+cr wI o...o J MDH «M1 � IIW BISULFITE SYSTEM a �,) A ' ,`yv THIS BAR IS ONE INCH __-_- 3/21113 ewe MDL rwoaE«109101450_M1 WHEN DRANE Is FULL o�<commitment cs cI•��. MODIFICATIONS MECHANICAL LEGENDS PLCf NA IXPIR6 , uPO SCALE NONE -- -esc;v,KH zssoswHUlse«o Kennedy/Jenks Consultants° &SYMBOLS cws ° -• If 174/3 co ■ REV• DATE I DRN . APPD Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 cm t. 6626 EMIR STS: NOTES: (_) CAP 1-INCH ROUTED BELOW GRATING FROM(E)1-INCH VALVES TOPUMP(TYPOF2) N . �N --r---- f _ _ s—s t c*e+--s i---A '�/ "� - +- _ _- --- - - =- -`-- - _-.-.- i 1-12`SBS TO 1'SBS(TUBE)TRANSITION ■ J \ / (E)BISULFITE ROOM Q ~i 'I. * f/ ( / (E)TANK `\`L TANK TIE INTO(E)1/7'PIPE I 1 © lilt AT(E)PRESSURE TRANSDUCERS I (E)CONC STAND 0 e I I • __ 1*I'-I_ I YP OF 4) r IL!II !! ' '- -t�.0 (TYP OF 2) �._._ r ----fsi� ICI Si- ,c1 ---s r: s o_ j s-�- ...Ix., .I ' I I. I E -T --' L 0 1 O i tiO I71 s L 1- --1 „' S----i „ -' i i it T- -i S- --y �+ C+-�--- 7 - I y•ARV INSTALL AT HIGH POINT I + -sue • i siu}R s+e+ •--s ) 1 o Z 5-�— --Vt Y� -'. .-*.I ++-s 1-,�' ROUTE VENT PUMPED NE TO GRAIN -_ -. - - —^-��r�—�- �� BELOW GRATING(fYP OF 2) (2)1-1/2"SBS HUNG ON(E)PIPE SUPPORT Qi SIM TO EXISTING,APPROX CL EL 181.0 " ( 1\, PLAN SCALE:3/8"=1'-0` • (E)SUPPORTS MAY BE REUSED, 1-12"SBS! INSTALL ADDITIONAL SUPPORTS APPROX 5 AS REQUIRED TO MEET SUPPORT EL 181.0 S SPACING PER 15050. II • rmn PROVIDE 30"LONG SEGMENT CLEAR PVC FOR VISUAL INSPECTION APPROX NEW TRANSFER PUMP 910P1 1"X 1-12"RED EL 174.0 5Wt 1-12"SBS OSLOPE UP IetoFE51621 T TO WALL 3' _ r IT^OI E�• S N i [810P5401 1 of 1 :n _ FROM PUMP DISCHARGE V S I • o T CO w T (E)3"SBS •• _ TO DRAIN 1"X Y2"RED _, APPROX m ( EL 170.0 .u.w.n�.�v.�t.su..�a., CO (E)CONC PAD CC o NEW GROUT PUMP PAD AS (.2)(E)4'SBS o NECESSARY TO MAINTAIN LEVEL NOTE: FROM TANKS CENTERLINE SUCTION PIPING TYP OF BOTH PUMPS O O. o (A 1 SECTION b- , SECTION SCALE: 3/4"-1-0" NOT TO SCALE _U L • rxxr VALUE Q°R G� MARCH 2O13 MED NAME SI€E1 Tint SHEET 11 OF: 44 DWG.:imminem DURHAM AWWTP MECHANICAL +VALUE . M2 BISULFITE SYSTEM _ r-) - THIS BAR IS ONE INCH /r1__n�i Services 523H3 M2 . N CHOC VALUE �uFxe.:109101450_M2 WHEN DRAWING IS FULL ^:.. 5n&13 SLG PLUM CONFORMED DRAWING lsl�d ♦r�CC JCiviCtJ MODIFICATIONS CHEMICAL _ -= Our commitment is clear- ctCe: NA (.;_ 5/16113 SLG PLVM BACKGROUND IMAGE MODIFICATION Kennedy/Jenks BUILDING PLAN tr, ARM:- SCALE.NONE - — SCALE. ut a GATE owl >trvo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 200 SW MARKET,,S URE 500, ORTLAND OR 97201 K 6628 t 1, 1 FILTER NO: 5 FILTER NO. 6 I I t I : ) I I 1 . I L______ ___ _ _ .. __ __..._.._.. ..-._ __"___."_.....,_____ .._._...-..-_-...._---_.._ I-...-__.__._._,.-r -.. — • I I 1 (i f I I 17 �" FIBERGLASS yy\�Y ENCLOSURE. '743 jI [ II 1 1 I I I (E)DECHLORINATION I ( ; %\ (E)COVERED. 2.-5" ( I (E)DECHLORINATION { ' •SAMPLE WELL � e e 12.-5" ' CHANNEL CHANNEL L__. � ��},� I DIFFUSER, ] CW5 iiii• 500 D1 W • SEE DETAIL ( PROVIDED I DAY • 1 $ �� TOTE, ^',�. { 1�`�1 SEE 01040 (E)ACCESS HATCHES - ; 1 L DIFFUSER, 032 I 1 NOTES: SEE DETAIL CAMLOCK TOTE 1. INTERIOR PIPING NOT SHOWN (E)GATE 52ro*1111 CONNECTION,EDETAIL r FOR CLARITY,SEE M4 AND 13 —� BISULFITE METERING 4 PUMP SKID TYPE A 2$" 6 2. INSULATE ALL EXTERIOR PIPMiG. UTILITY STATION )1 PER DETAIL 520P5412 1 M6 J II 1 0 4 t RELOCATED SAMPLER C ' .J• PIPE INSERTION SEE 0 TEMPERATURE SENSOR `-'d"" ---,iv-- """"0""`"° # — v ..„44L I HEATER • 87�,413) I ~ . 11111111111111111111111UIIIIIWI _ DUCTILE :O -.._ i SERVICE SADDLE WITH SS HARDWARE. I SMITH-GLAIR MODEL 313,OR EQUAL. f I _ ELECTRICAL '�—(5)6"NPW ' 4"SBS WITH TUBING L V NPW ( PLAN rAT APPROX 144.0 EL PER DETAIL �3/8"_V-0" FASTEN SIGN TO HOSE RACK I ,, A / �WfTHRIVETS(TYP4PLACES) �� 1'-4 318"DIA GALV BOLT END 1'UW OR 1 1/2"UW AS PIPE SUPPORT LINE SIZE GLOBE A I \ o' (4 REQUIRED) DETAIL NOTES: SHOWN(V DIA IF NOT VALVE NOTE 2 1. ALL HOSE RACKS AND MOUNTINGS SPECIFICALLY SHOWN) t'WARNING SIGN /--DRILL FOR 318' SHALL BE WELDED CONSTRUCTION. - ,'. NOTE: 5, / DIA FASTENING MATERIAL SHALL BE 3/16'STEEL PL PROVIDE ISOLATION / (Tl'P 4 PLACES) HOT DIP GALVANIZED AFTER FAG. WARNING SIGN— s I� AND DRAIN VALVE PER / NOTE 2 ALL BOLTS AND NUTS SHALL BE . SEE UTILITY STATION. \` 1 TYPE D U17LRY m "' 5'/8' GALVANIZED. Y4)" NOTE 1 BELOW STATION FOR ALL w~O r NOTE 5 2. CONTRACTOR SHALL COORDINATE• HOSE RACK. 1 1 OUTDOOR UTILITY •o c�co z o� BOLTS AND BOLT HOLE LOCATION SEE DETAIL �� STATIONS 4 S '� - j �� WITH HANDRAIL DIMENSIONS. m ON THIS ( 8 • r 2 O 3. ROUND ALL CORNERS(3/4'R SHEET LL �, z a w 1 o / _ i / I \ z I 4• RAIL MOUNTING SHOWN,WALL MOUNTING SIMILAR FASTEN RACK PROVIDE FULL HORIZONTAL -� 5P y • p� �' TO WALL W/3/8"EXPANSION SUPPORT OF DIFFUSER, 64'-0" M z 8 (4)W18"DIA H H. : • ANCHORS. SEE SPECIFICATION 15050 FOR THREADED SUPPORT REQUIREMENTS o FOR 35'DIA BOLTS I END 5• USE DIMENSIONS PRECEDING SLASH 3 ALTERNATE SUPPLY L•• •'�� w AND NUTS GALV SEE l WHERE LIQUID SERVICE TO THE (E)CONC WALL 90'BEND UP 'I' POST MOUNT • NOTE 3 7'/10'RADIUS UTILITY STATION IS V DIA OR LESS, tt 41- QUICK COUPLER I I z 1 NOTE 5 AND DIMENSIONS FOLLOWING t ON V UNE 1 1/2"HOSE SLASH FOR 1 1/2 DIA OR LARGER. °I THREAD ON 1 112"LINE C3x5.0 POST X 4'0 WALL AND RAIL MOUNTED RRAIL MOUNT ., BASE SET ON) NSG • o TYPE A UTILITY STATION (2))i"DIA HOSE RACK DETAIL § ANCHOR BOLTS I SCALE:NOT TO SCALE s �, NEW DIFFUSER DETAIL • ( WALL MOUNTED I SCALE:318'=1'40" SCALE:NOT TO SCALE I 'ROFFr c a F CIA • • rxw SLG MARCH 2013 _ PPO)NAME sNEETTTILE: SHEET' 12 OP: 24 ow" "�1/D./ ,l/r{ �� DURHAM AWWTP MECHANICAL TnoTy'' e` DM MDH ma.,M3 DATE 3/21/13 m THIS BAR IS ONE INCH aeanV er BISULFITE SYSTEM G CM:MDL rao•ut109101450 M3 WHEN DRAWING IS FULL . MODIFICATIONS DECHLORINATION BUILDING •LC• NA M3 ,;Timm • SCALE. Ow commitment it clear. APFr}- SCALE NONE — Kennedy/Jenks Consultants* PLAN&DETAILS ahs - irf.i3 REV s DATE DEN APPD i DESCRIPTION 2550 SW Hat=Hwy. Hillsboro,Omyon 97123-9379 200 SW MARICET,SUITE 500,PORTLAND OR 97201 °NS f. 6628 ENGR STAMP; ■ 0 NOTES: O METERING PUMP SKID AND VALVE ASSEMBLY O (N)DIFFUSER PER DETAIL ® CONNECTION LOCATIONS TO CONTRACTOR BACK PLATE,SEE SHEET 13 FOR ADDITIONAL INSULATE EXPOSED PIPING ' FURNISHED METERING SKID --,/ /—1"SBS - PIPING DETAILS. SKID PIPING SHOWN FOR FOR APPROX LAYOUT.SUBMIT PIPING AND SKID 5. SUPPORT PIPES PER SPECIFICATION SECTION 15050 ® ACCESS HATCH 0 (2)1-117 SBS— ARV AT > (2)1-12"SBS LAYOUT FOR REVIEW. � \�/ VENT TROUGH ROOF WIIIi GOOSENECK(TYP OF 2) O 10 TYPE X-1 PIPE PENETRATION HIGH ; �+ TO DAY TANK(S) 2O 2-INCH DR AND OF(TYP OF 2) p ® INSTALL PIPES WITH ASCENDING SLOPE FROM 11 2-INCH x 1-INCH TEE I ® SIGHTGLASS ® DAY TANKS TO METERING PUMPS I— f..74$ 72 12'x'17 HINGED ACCESS HATCH _ - HEATER 8 AFF 0 ® ® A O r —TEMPERATURE 500 GAL I 1•SBS 1'sin— SENSOR DAY TANK 0 _ I I I_I I ( ilo'' TYPE A HOSE BIBB—\ ■ I 0201sw1 $ 1-112'SBS r X c 1-12"SBS PER DETAIL I 1 O I •AX® ARV AT .' 1 12" 0 © l to 7 © •. J HIGH SPOT I 500 GAL 0 500 GAL . TUBE TO I (TYP OF 2) DAY TANK C c, DAY TANK TRAVC PIPE .- T- 0 52015401 I 7 SBS O 11 ° 7 58$ t e29T54o2 1 0 ' PER DETAIL a° 6 T METERING ODK RELOCATED PUMPS • • O le 0 SAMPEQ O \ 741{ 0 7 It I S d1 Y I .d. � • A 2'9fh"Tee + d G< / 0 9 J. IM � 1'DRAIN �� I PIPE PENETRATION —TO PIPE PENETRATION, 1"SBS PIPE PENETRATION, I NPW AND 4"AND TRUCK PER DETAIL 7 GRAVITY FEED UNE PER DETAIL I TANK PAD TANK PAD SBS CARRIER PIPE I CAMLOCK (lam/11 ( 0 PER DETAIL Ms I ezoPS4t1 " (A SECTION N SCALE:12"=1'-0" RELOCATED SAMPLER N . 'A fROUTE ABOVE DOOR PIPE PENETRATION, I e20P5412 I �/ AND TO CARRIER PIPE ��/ PER DETAIL Q 5 ROUTE TO BISULFITE TANK VENT ! 1"V o TEMPERATURE SENSOR PUMP SKID al co TRUCK PIPE BISULFITE CAMLOCK PER DETAIETRATION r 1 0 METERING PUMP 0 ?+I• e' O SKID 0 I I I e20P5413 T HEATER V AFF r•-1-111# x 14•x? I t ELECTRICAL 500 GAL DAY TANK O S V O 8 520P5413 HOA D TO SIDE i _ _ u111111111111111111111 PANEL (SHOWN OUT. 4- 1 SBS —OF SECTION o o\ o o' o o �_M��;r— ■ ~ I Si I _I__l_x_ I I u_ I s u— _ H I o }inI 1I I T� I 1►j - 0 0 TO CALIBRATION CIF M4 0 COLUMN(TYP OF 3) t I 1"SBS I 1" a RETURN FROM• r SLOPE (1j --,a ■ GRAVITY UNE BYPASS RELIEF VALVE $ • r _MINIM.[TIFFty�FR ° 4'SBS WITH TUBING 1"NPW VI 7 �- a ° d .n < - d d. d° �- °a PER DETAIL(II)• In s SECTION L r.,ANCHORSKID PER � PIPING PLAN SCALE:12'=1'-0" SEISMIC REQUIREMENTS SCALE 314"=1'-0" ' !�, 1 Vc t fi. v .�, ‘ " c o x SIG a MARCH 2013 I PICONAIE: ETTl sir• 13 OF 24 DhsR -eo., 1 DURHAM AVWVTP MECHANICAL �°, 1 alb, o MOH � ( n BISULF1TE SYSTEM a 3/21/13 b., 'P, THIS BAR IS ONE INCH M4 A Qax MDL CAD FILE 4109101450_144 WHEN DRAY ING IS FULL MODIFICATIONS DECHLORINATION BUILDING RC NA LYI•t ' Lam/ t SCALE. Our eoadtment is clam. - • .- I NONE "— - I, - — Kennedy/Jenks Consultantso PIPING PLAN&SECTION Si .. 21 .•1 Hwy. Hillsboro,Oregon 77123-9379 200 SW MWtKET,SURE 500.PORTLAND OR 97201 GvIS s 9629 ENOR STAMP. J • 3"CARRIER PIPE (2)1"TUBING Iry 3"CARRIER . PIPE BARB x SOC FITTING y (E)CE(UNG THREADED PVC CAP (2)1"ID WITH HOPE CLAMP TUBING `//i.„,,,,, Aft • PVC PIPE 11611 (E)3”ENT I (E)CHEMICAL PIPING RACK, PER PLAN �� //� CONTAINMFlENE I I • •• • C NOT ALL PIPING SHOWN ", , NV I • •nit IMO!\I PVC CONTAINMENT PIPE 24 LOOP OF SBS TUBING (N)SBS TUBE DRILL CAP AND SEAL AROUND SECTION PLAN TUBING WITH SILICONE SEALANT CHEMICAL PIPING PIPE/TUBING CARRIER PIPE DETAIL (--2-- WITHIN TUNNELS (TYP) ( TRANSITION DETAIL SCALE:318"=1'-0" NOT TO SCALE NOT TO SCALE • 3"COMPACTED ODOT LEVEL 3 HMAC PER (E)HANDRAIL ODOT SPEC SECTION 00744. TACK ALL FINISH GRADE EXPOSED MATERIAL PRIOR TO PAVING. +—EXIST HATCH OPENING j • (E)PAVEMENT 8• SAWCUT(E)PAVEMENT AFTER BACKFILL TIRING IS INSTALLED AND COMPACTED TEMPERATURE SENSOR SAMPLE TING i., .-.-.i .' ....-. .. "4 GALV STEEL SLEEVE 3l4"CRUSHED %'I'•.1 :-1:/ WITH WEEP RING (E)CONC SLAB ROCK FZI::.10.F 1,1 m WARNING TAPE, ' 1=f I=v" 1 \ I \ (E)KICKPLATE 1"SBS • • . - .v., (2)1-112"SBS TUBES ` I I II CONTINUOUS �f w •=fy'1� (1)112"SBS TUBE f 1 1 1• PIPE SIZE 5o I I _ • •PER PLAN • � (E)TOP OF WALL BEDDING I I MATERIAL T (N)DIFFUSER ■ 6"" 6' I PENETRATION t __/--PER DETAIL 2 REPAIR PER 2 O •■ 12"MAXI to NOTE: SPACING BETWEEN MULTIPLE PIPES SHALL BE 1-112" NOTE: CAST SLEEVE IN PLACE WHILE FILLING IN EXISTING HATCH OPENING TOTE CAMLOCK (-4-" , TYPICAL TRENCH SECTION ( PVC PIPE PENETRATION DETAIL (6 CONNECTION DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE (N)CONC CURB PER S2 FIBER GLASS ENCLOSURE • TYPICAL TRENCH 4" PER T O (E)CONC SLAB MODULAR MECHANICAL CORE-DRILLED EXPANDING RUBBER HOLE THROUGH d SEAL USE SST ,' EXISTING WALL III ATTACHMENT : ' �i ct�r tw I I I I G HARDWARE :..� ;. di 1 ii 11111111111: o � �1Y�� TYPE X1 PIPE *AMMO g �lg j�� PENETRATION NOTES: ,--- 1"SBS TUBE AND OF real=aliffill-- .., (1)1/7'SBS TUBE 1 SEAL ON BOTH ENDS OF PIPE TWALL SIDE EI LONG RADIUS FITTING PENETRATION FOR 4 SBS a (E)CONC WALL 2. "TANK SIDE OF WALL"SHALL TYPE X1 PIPE MEAN SIDE OF WALL NORMALLY EXPOSED TO LIQUID OR EARTH. 1 PENETRATION 3. SEAL WITH MASTIC SEALANT WHERE WALL IS EXPOSED TO LIQUID,EARTH Fig OR AN EXPLOSION HAZARD AREA NOT USED (8 PIPE INSERTION DETAIL (; TYPE X1 PIPE PENETRATION 5 NOT TO SCALE NOT TO SCALE NOT TO SCALE 6 \QED PROfpc„, my01.10:__ . _ to GsSLG OR1O MARCH 2013 PRO!NAME ETTT^ SHEET: 14 OF, 24 *: DATE DURHAM AWWTP MECHANICAL , o � + COM MDH Dm« Ms 3!21113 sea. THIS BAR IS ONE INCH CleanW�r BISULFITE SYSTEM a vP„ ° a•e MDL ewtae«109101450MS WHEN DRAWING IS FULL MODIFICATIONS MISCELLANEOUS • SCALE. – - Oar commitment is clear. PLC« NA �a�-> ■11Ti „ _ NONE Kennedy/Jenks Consuttantso DETAILS �zo REV• OAr9 mat WPC DEeatwnOn Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 �, 8628 e�srn svvs: ONE-LINE DIAGRAM SYM. CONTROL SCHEMATIC SYM. CONTROL SCHEMATIC SYM. CONT. ELECTRICAL PLAN SYM. LIGHTING PLAN SYM. • - --0 UGHTNING ARRESTOR -OFF � THE DELAY RELAY.1145 �_ GROUND Z O Y LUMINAIRE(HID OR INC) o o ®M AE 0-BO TIMING RANGE AS NOTED TDAE=TIME DELAY PICK UP AFTER ENERGI2ATION T ELECTRICAL CONNECTION 041(041( EXIT SIGN,SHADED AREAS INDICATE FACE(S) X CURRENT TRANSFORMER �_ FLOAT SWITCH,CLOSE ON X=NO.OF PHASES SEC RISING LEVEL TOAD=THE DELAY DROP OUT AFTER DE-ENERGIZATION - CONDUIT SEAL i X ® FLUORESCENT LIGHT FIXTURE —3 t— POTENTIAWOLTAGE TRANSFORMER FLOAT SWITCH,CLOSE ON TRX Y X•NO.OF PHASES FALLING LEVEL- TIME DELAY RELAY CONTACT. �- CONDUIT TURNED DOWN NORMALLY OPEN.CLOSE AFTER —<<---- TIME DELAY ON ENERGIZATION O CONDUIT TURNED UP Y EELFRCON CONTAINED DRAW OUT OR STAB-IN CONNECTION PRESSURE SWITCH.CLOSE ON INCREASING PRESSURE TRX ' HOME RUN EXPOSED TIME DELAY RELAY CONTACT, NORMALLY CLOSED,OPEN AFTER HOME RUN CONCEALED O�Y �� LOW VOLTAGE CIRCUIT BREAKER PRESSURE SWITCH,CLOSE ON -— X EMERGENCY LIGHT, 20/3�/.l50 TRIP AMPERAGE/POLES/FRAME SIZE DECREASING PRESSURE TIME DELAY ON ENERGIZATION EXPOSED WRING RUN,314"C,2#12 REMOTE MOUNTED HEAD /y — FUSED SWITCH, [[[[��] TIME DELAY RELAY CONTACT, —- NOTED M2 C.UNLESS OTHERWIBE —A' FUSE RATING/POLES/SNATCH RATING �_ UNIT SWITCH,CLOSE WHEN TRX TIME NORMALLY OPEN,CLOSE ON ��0 30/3/60 POSITION REACHED X POLE MOUNTED LUMINAIRE NE•NON FUSED ENERGIZATION,OPEN AFTER 'Y E UNDERGROUND ELECTRICAL DUCT BANK Z Y <4-°->.> -- - UMIT SWTCH,OPEN WHEN TIME DELAY ON DE-ENERGIZATION CONCRETE-ENCASED UNLESS OTHERWISE NOTED) LOW VOLTAGE DRAW OUT �V_ POSITION REACHED _____ Z SWITCH CIRCUIT BREAKER TRX TIME DELAY RELAY CONTACT. GROUND GRID OR CABLE 1 NORMALLY CLOSED,OPEN ON _ _ < ® MEDIUM VOLTAGE DRAW DLT TEMPERATURE SWITCH,CLOSE NORMALLY CLOSED. CLOSE AFTER ® GROUND ROD EMERGENCY LIGHT,2 BREAKER ON RISING TEMPERATURE TIME DELAY ON DE-ENERGIZAT1ON X EXISTING UNDERGROUND ELECTRICAL Y ATTACHED HEADS SHOWN TRANSFORMER WITH PRIMARY ---E E DUCT BANK 480 120/240V VOLTAGE,SECONDARY VOLTAGE, TEMPERATURE SWITCH,OPEN LLMIINAIRE SUBSCRIPTS: T 5 KVA AND KVA RATING SHOWN ON RISING TEMPERATURE -x.5_0_ HORN UNDERGROUND TELEPHONE CONDUIT t —TEL— (CONCRETE ENCASED UNLESS X= FIXTURE TYPE,SEE FIXTURE SCHEDULE ,�J OTHERWISE NOTED) Y CIRCUIT NUMBER FROM PANELBOARD 1 TRANSFER SWITCH --O� y_ FLOW SWITCH,CLOSE ON Z• CONTROLLING SWTCH 1 o ATS=AUTOMATIC INCREASING FLOW -i_I— RUNNING TIME METER;MAY BE —0H— OVERHEAD NOTED) L J MTS=MANUAL TAGGED RTM,ETM OR KC � �tt F PTS:,. MAGNETIC STARTER FLOW SNATCH.OPEN ON —I- 11111� BATTERY t ANTENNA - �l Wi,CJU O SINf�LEfOLE SWTCH XI MAGNETIC E OC OVERLOADS a_ INCREASING FLOW III A NOT APPROVED WITH THIS PEFtMI' R--WAY SWITCH GEM GENERATOR X=RATING TOGGLE SWTCH MOTOR. TRANSFORMER M` MANUAL MOTOR STARTER WITH THERMAL X O`0 �� (OPEN&CLOSED) (3 PHASE MOTOR SHOWN) ELEMENT FOR SMALL HORSEPOWER MOTOR POWER OR LIGHTBNG PE• PHOTOELECTRIC CONTACTOR COIL, PANEL BOARD MOTOR O CONTROL RELAY COIL, 480 CONTROL POWER TRANSFORMER, WP= WEATHERPROOF SWITCH �/(\'rJ/ MOTOR STARTER COIL,OR �v-� 120/240V PRIMARY AND SECONDARY XP= EXPLOSIONPROOF SWTCH r INSTRUMENT SWTCH SOLENOID VALVE COIL I I CPT VOLTAGES AS NOTED,SIZE AS CONTROL PANEL PPUED WITH -- - - --- REWIREDUNLESSNOTED RECEPTACLE SYM. AS SUBSCRIPT: CONTACTS,CONTACTOR, . AS• AMMETER SWITCH - 11- f CONTROL RELAY OR DISCONNECT OR SAFETY SWTCH, _ VS= VOLTMETER SWITCH — I t--' NON-FUSED UNLESS OTHERWISE INDICATED --- MOTOR STARTER.CONTACTS, IIL��J �� NORMALLY OPEN& I 1 BROAD BAND FILTER DUPLEX OWN ON DRAWING JACK(UNLESS OTHERWISE (��/�A�I SWITCHBOARD INSTRUMENT 20/3/30 20A FUSE,3 POLE,30 AMP TYPE AS INDICATED NORMALLY n FIRED SWITCH INDICATED 01 I T I FOR HARMONIC MITIGATION I- TELEPHONE JACK(UNLESS OTHERWISE i . SHOWN ON DRAWINGS) THERMAL OVERLOAD RELAY JUNCTION BOX XX AUXILIARY CONTACT �® METERING ` -- P=PULLBOX : 125V,20A DUPLEX RECEPTACLE, TYPE AS INDICATED TB=TERMINAL BOX --rXr THERMAL OVERLOAD ELEMENT X SPECIAL PURPOSE RECEPTACLE 7.5 NON-MOTOR LOAD WTH s'1'1'L POWER REACTOR O THERMOSTAT KW KW OR AMPERES RATING X=NO.OF PHASES (AS DEFINED ON DRAWINGS) — PUSH TO TEST INDICATING UGHT XX-XX CONDUIT TAG OR CIRCUIT NUMBER ® PLUG-IN RECEPTACLE STRIP AUXILIARY OR CONTROL DEVICE • X INDICATES LENS COLOR CS (CONTROL STATION SHOWN). L�FI METAL OXIDE VARISTER I'-�-,,-�1 AUXILIARY OR CONTROL DEVICE ® HEAVY DUTY RECEPTACLE LENS COLORS: ( S R-RED Y"YELLOW / — \ (CONTROL STATION SHOWN). ® HEAVY DUTY DUPLEX VFD VARIABLE FREQUENCY DRIVE / > FUSE. FUSE LOCK AND Q G-GREEN W-WHITE B-BLUE A-AMBER BLOWN FUSE INDICATOR O SOLENOID VALVE DISCONNECT OR SAFETY SWITCH, RECEPTACLE SUBSCRIPTS: NON-FUSED UNLESS OTHERWISE I GFG= GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE ill NON-FUSED l INDICATED --L SINGLE CIRCUIT PUSHBUTTONS, O INSTRUMENTATION WP• WEATHERPROOF RECEPTACLE -o o- NORMALLY OPEN&NORMALLY -I v CLOSED SEAL-OFF XP• EXPLOSIONPROOF RECEPTACLE CONTROL PANEL SUPPLIED FS -HEATER SWTCH o WOTHER EQUIPMENT H SEPERATLY MOUNTED COMBINATION MOTOR XO (3-WAY SHOWN) SWITCH L -INDICATION LIGHT SELECTOR IE.LB -IEVELSVHIT:H GENERAL NOTES STARTER OR CONTROLLER SEE ELECTRICAL X 1 H I HEATING ELEMENT PB -PUSHBUTTON STATION .5 ONE LINE DIAGRAM OR SCHEDULE FOR PE -PNEUMATIC ELECTRIC STATION E I DESCRIPTION W PS - SWITCH 1 THIS IS A STANDARD ELECTRICAL SYMBOLS SHEET. SC -SPEED CONTROL DEVICE ILLUSTRATION OF SYMBOL DOES NOT IMPLY ALL r 0— —0 W B FIELD WIRING EXTERNAL TO CONTROL PANEL INPUT PROGRAMMABLE CONTROLLER 4BOV SI -SPEED INDICATOR SYMBOLS HAVE BEEN USED ON N THIS PROJECT. vI INPUT("AUTO"STATUS f SS -SPEED SWITCH HAND OFF AUTO AUTO INDICATED) XXX I SL •SEAL LEAK - 2. EMPTY CONDUITS SHALL BE PROVIDED WITH PULL ROPE AND BE kr9 X00 SELECTOR SWITCH L — — J 1 ICU AC I US,SW-SELECTOR SWITCH CAPPED DR PLUGGED,TO PREVENT WATER ENTRY. O ° — — TE -TEMPERATURE ELEMENT 3. LIGHTING&RECEPTACLE CIRCUIT CONDUITS&CONDUCTORS ARE c PLC OUTPUT PROGRAMMABLE CONTROLLER TO -TACHOMETER GENERATOR NOT SHOWN ON DRAWINGS.CONTRACTOR TO PROVIDE AND INSTALL O` u MOTOR CONTROLLER TERMINAL I ® I 0 I OUTPUT("RUN'COMMAND TS -TEMPERATURE SWTCH LIGHTING&RECEPTACLE CONDUITS AND CONDUCTORS REQUIRED RUN INDICATED) ® INTERNAL CONNECTION XS,ZS -UMIT SWITCH TO OPERATE CIRCUITS. 7 L J XT -POSITION TRANSMITTER IS QED PROq.- FELD DEVICE TERMINAL I 3� 4' ((I T r n I • m a DRN SLG MARCH 2013 FRC,NAVE SHEET r E SHEET: 15 DWG a : IL'. I r. I DURHAM AWWTP ELECTRICAL .RECON �+PAR ""°. E1 BISULFITE SYSTEM PL°T THIS BAR IS ONE INCH CleanWate; Services a+TE. 1vta Aq-,A.R ;ode ° ale aowER109101450 E1 WHEN DRAWING IS FULL E1 AREA c Our commitment,,clear. MODIFICATIONS LEGENDS, C.. NA SCALE. APPD',— ISG4E-NONE _ 25505W HlASbom H Kennedy/Jenks Consufantsc SYMBOLS&ABBREVIATIONS -cm 1DPIBA001 DATE 12-31-20141 REV' DATE DRN APPO DESCRIPTION AN Hi.Isboro.Oregon 57123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PROI• 6 ENGR STAMP: - . • NOTES: gi r 0 REPLACE(E)MCP WITH(N)MCP RATED FOR(N)TRANSFER PUMP N MOTOR.REPLACE(E)STARTER OVERLOAD ELEMENTS TO MATCH MOTOR REQUIREMENTS. ® INSTALL(N)WIRING FROM(E)DISCONNECT TO(N)TRANSFER �- `\ PUMP.INSTALL(N)LIQUID TIGHT FLEXIBLE METAL CONDUIT AS \ REQUIRED.REUSE(E)WIRING FROM MCC TO PUMP DISCONNECT r----3-:L _--.-.--- --_-- ._----�Y --- - __ — _____ .._...- __.-T.-_.__.. AND CONTROL STATION. Al, k,\ 1 r�_f___ - r -__ _ __ _ �_ _- - - - '-rte--i 0140.1--Is i {D INSTALL 3 NEW#14 CONTROL WIRES FROM MCC 12001 AND 12002 //'`~-1,\\ �f�'-` -� -Y- - r TO HAND STATION. �� I �� (E)BISULFITE ROOTS —(E)DISCONNECT AND HAND SWITCH S •TION i t � (iY P OF 24 gi- (E)TANK 1 (E)TANK i �►,___\\r---) -. : ii j �•--•__.-- C — ICF. Y----104-4 S }:I 1 411S--- i 4 I r ? -+1 c .^5 IS 10:1 (3} D A-p— I� _—.. � — -- _- --- 1_1_17 '�� 1 1 __ �., �—iii r —.__ REFERENCE ONLY - (–� PLAN NOT APPROVED WITH THIS PERMIT SCALE:3!8'=1.-0" T 'L _ . F n TRANSFORMER TRANSFORMER 0 �1 MCC 12001,480V.3 0.4W.SODA•CU BUS.65.000 Ale MCC':2002,4S0V.3 0,4W.600A.CU BUS.65:000 AIC — i r I r z r 1 ZC VAC 12:: VAC I* --"- -- r Ss AUX.. (i. ss Aux, ';,L / I ! ' 1 I I r te" < ® + >> r"I 1 - —(E € i >>-- I I MCP o) tO ` - , MCP�) O • '•:--i (E)LOADS EE)LOADS . OFF j.. (, (4 / HAND AUTO O"1 22 I I -I- ' ^ / —I ETR!r+ 1 1 II `-' TO CP-12010 rC� ZOUTPi T 1 I 1 rL s'TP+,7 I I VIA CONDUIT VIA CONDUIT L -RuN J L ._UN J i PLC INPUT PLC INPUT E / J I �7ENABLE I I ENABLE'''. i & 7{ hA M OFF/READ;. OFF/READY ITB • • Ev RUNNING RUNNING . / L..... El- Q ON ri • ® m+ O OFF CC Z,- Z6 CI (E) CONTROL DIAGRAM 1001 NEW CONTROL DIAGRAM 1001 PARTIAL a. gni !2\ PROCESS MOTOR _ (-4–",, TRANSFER PUMP MOTOR _z ( SINGLE LINE DIAGRAMS 0. C; SCALE NOT TO SCALE SCALE:NOT TO SCALE J'. SCALE:NOT TO SCALE m a 0 77- n a r a- on SLG °�6 MARCH 2013 Paol +F SHEET TITLE co OAT �— sNffT: 16 OF, 24 DWG*: DURHAM AWWTP ELECTRICAL PAR _ e THIS BAR IS ONE INCH C A I BISULFITE SYSTEM DA 5121/13 • N C;I•C MOH upFIF.:109101450 E2 WHEN DRAWING IS FULL 2 5116113 SLO PLUM CONFORMED DRAWING MODIFICATIONS CHEMICAL BUILDING E2 SCALE. Oar e.�tment H slaw. Ftcr. NA Pw — surf.NONE 415/13 MOH PUVM ADDENDUM NO. CONTROL DIAGRAM MODIFIED Kennedy/Jenks Consultants° ELECTRICAL PLAN& DETAILS ons REV p DATE DIN AFpD DESRaPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 PRW., 6828 MGR RAID. NOTES: O REMOVE(E)COMBINATION STARTER.INSTALL(N)CIRCUIT 1:1CC 9(X`,2 480V ZA.0.4W 600A,CU BUS 65.000 AC I MCC 9001,430V.3 0.4W.890A,CU BUS,65,0D9 AIC BREAKER. 1 1 I I j 1 I I I O (E)LOCAL CONTROL STATION.REUSE(E)CONDUIT.INSTALL NEW _.........__._...,....__.._____ .. 40A „u 40A 1 JUNCTION BOX.PULL NEW CONTROL WIRE THROUGH(E) I q CONDUIT INTO WIREWAY IN TUNNELS AND INTO CP-9015. £;LOADS j (E)LOADS ? 3 (E)DISCONNECT SWITCH.REUSE(E)CONDUIT.PULL NEW - 1 \ POWER AND GROUND WIRE THROUGH(E)CONDUIT TO ATS IN I Lam 1 -�:s` ROOM 9015.DEMO EXISTING CONTROL BOX. / ' I .. ' I 4. INTERIOR BUILDING CONDUIT TO LIGHTS,SWITCHES, A' . 7. RECEPTACLES,ETC.BY BUILDING SUPPLIER,SEE SECTION 06600 TO CP-9015 TO CP-901 5 VIA CONDUIT VIA CONDUIT 5. SEE CONDUIT AND WIRE SCHEDULE FOR DECHLORINATION A _ BUILDING CONDUIT AND WIRE. 0 PROVIDE NEW WALL-MOUNTED ATS,ASCO SERIES 300 IN NEMA 1 ENCLOSURE.INSTALL IN ROOM 9015.COORDINATE LOCATION WITH OWNER. ® CONDUIT FROM CP-9015 LANDS IN THE BOTTOM OF THE MCC. 3/4 C- 8,1#10G PROTECT SHIELDED CABLES COMING OUT OF THE CONDUIT..„ WITH FLEX AND RUN ACROSS THE BOTTOM OF THE MCC. t` �- INSTALL NEW CONDUIT FROM THE MCC TO THE SIGNAL TRAY �� 314"G3#8,1#tOG ABOVE.INSTALL CONDUIT BETWEEN THE TWO EXISTING MCC 1 o SECTIONS. ;pile icc w. I§ t $ ( i 2 �. % / ° f° Q m /U d "" ALTER N0. 5 N 314"G3#8,1#10G PARTIAL ! I DECHLORINATION �� SINGLE LINE DIAGRAM ___!___ sIGN'�LJB�2 — CONTROL JB#2 t BUILDING —„—� _�~--^^^"� w_ SCALE:NOT TO SCALE k(±? r 3 SIGNAL JB#1 \ CONTROL JB#1 L FROM TO SIZE POWER CONTROL SIGNAL GND NOTE \ IJBIJB CONTROLJB#2 CP-9015 EXISTING 40#14 1#14 ROUTE THRU EXISTING CONDUIT&CABLE TRAY I ,_ /' / + •• It ' CONTROLJB#2 CONTROL IB#1 r 40#14 1#14 I EXISTING DISCONNECT LIGHTING PANEL 3/4" 3#8 1#10 • SH ! SIGNAL IB#2 CP-9015 EXISTING 1OTSP 1#14 ROUTE THRU EXISTING CONDUIT&CABLE TRAY ® 1 / ,---. ® ( �.,1 ,I SIGNALJB#2 SIGNALJB#1 2" lOTSP 1#14 \ I' % U , 1, ) , ' $ ��-,_ HEAT TRACE LIGHTING PANEL 3/4" 2#12 1#12 I _. I 6204175401 CONTROLIB#1 3/4" 4#14 I i .._ *iiiP 620A175401 SIGNALJB#1 3/4" 1TSP 620AIT5401 6204E5401 3/4" VENDOR CABLE 0 1 I I I • 620AIT5401 ALARM LIGHTS 3/4" 3114 1#14 0111 M � 1 6201JT5401 SIGNAL.113#1 3/4" 1TSP 1#14 I 6201SHH5401 CONTROLJB#1 3/4" 2#14 1#14 I 620P5412 3 620LSLL5401 CONTROL1B#1 3/4" 2#14 1#14 RELOCATED SAMPLER O �`, 1 I 3/4"C-3#8,1#10G 620UT5402 SIGNALJB#1 3/4" MP 1#14 AND TEMP TRANSMITTER T f tid WI 620LSHH5402 CONTROLJB#1 3/4" 2#14 1#14 u ) ` IN o 620LSLL 402 CONTROLJB#1 3/4" 2#14 1#14 J ` 620P$413 I ! E, LCP-620P5411 CONTROL JB#1 3/4" 61114 I (1 LOCAL CONTROL m LCP-620P5411 SIGNALJB#1 3/4" 175E i I 11 w LCP-620P5411 UGHTING PANEL 3/4" 2#12 1#12 } l 11 � PANEL WHOA w - LCP-620"5412 CONTROLJB#1 3/4" 6#14 �,�;111..1.t 1..11...1_I (l.h._L.:....`�: ...._._. ..... `.. ......_.._._.._°_:...-..,.. ..... SEE I6 _I LCP-62(W5412 SIGNALJB#1 3/4" 1TSP - - - - , ®1 .j' ..r LCP-62(P5412 LIGHTING PANEL 3/4" 2#12 1#12 SO2 AIT SENSOR m " BLDG SUPPLIED XFMR AND LCP-62(W5413 CONTROL 3/4" 61114 _ Q 120V PANEL i INSTRUMENT SYMBOL IDENTIFIERS FLOW PRIMARY ELEMENTS VALVES MISCELLANEOUS EQUIPMENT ,u Fa .1-1: IDENTIFICATION LETTERS(SEE TABLE BELOW) J-4: FUNCTION BLOCK(SEE TABLE BELOW)nik y J-2: LOOP NUMBER J-5: PANEL NUMBER --III--14.- ORIFICE PLATE �Q GATE VALVE II FLANGE N .-0 J-3:VENDOR DESIGNATOR(NOTE 3) J-0: HANDSWITCH DESIGNATOR(SEE BELOW) SINGLE PORT PITOT TUBE ['Al GLOBE VALVE 1I{ UNION MIXER OR PITOT-VENTURI TUBE M PLUG VALVE 1- --1 Y STRAINER FIRST LETTER SUCCEEDING LETTERS --- VENTURI TUBE J CHECK VALVE l MEASURED OR READOUT OR PASSNE OUTPUT ® FLOW STRAIGHTENING VANE MODIFIER MODIFIER © ► AVERAGING PITOT TUBE PINCH VALVE • TEE VERTICAL INITIATING VARIABLE FUNCTION FUNCTION A ANALYSIS ALARM DIAPHRAGM VALVE TURBINE B BURNER,COMBUSTION USER'S CHOICE USERS CHOICE USER'S CHOICE X . FLUME SCREWED CAP PIP• C USER'S CHOICE CONTROL CLOSED (�� BUTTERFLY VALVE WELDED CAP t D DENSITY DIFFERENTIAL DAMPER -M -- WEIR IQ1 BALL VALVE E VOLTAGE SENSOR(PRIMARY ELEMENT) H I BLIND FLANGE F FLOW RATE RATIO(FRACTION) ® TURBINE OR PROPELLER-TYPE /O I BALL CHECK VALVE p REDUCER ,r=1. SUBMERSIBLE PUMP G USER'S CHOICE GLASS,VIEWING DEVICE PRIMARY ELEMENT �} F THERMAL MASS FLOWMETER PLUG(COCK) H HAND HIGH LI -pd He HOSE BIBS CONNECTION (Di PUMP BLOWER I CURRENT(ELECTRICAL) INDICATE ` POSITIVE DISPLACEMENT TYPE DINED REDUCING REGULATING VALVE, ryry�� EXPANSION JOINT J POWER SCAN FLOW TOTALIZING INDICATOR COI K TIME,TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION_ (� L LEVEL LIGHT LOW - D ► VORTEX SENSOR \l _ BACK PRESSURE REGULATING VALVE, FLEXIBLE COUPLING PUMP M MOISTURE MOMENTARY MIDDLE, CCQJJ SELF-CONTAINED FLANGED COUPUNG ADAPTER INTERMEDIATE ii ► TARGET TYPE SENSOR '='' +� FLEXIBLE HOSE CONNECTION PRESSURE REDUCING REGULATOR WITH N .USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE -- EXTERNAL PRESSURE TAP f y� SLUICE GATE OR SLIDE GATE H METERING PUMP O USERS CHOICE ORIFICE,RESTRICTION OPEN -C:7 o. - FLOW NOZZLE E M �^ P PRESSURE.VACUUM POINT(TEST)CONNECTION 3-WAY VALVE PUMP Q QUANTITY INTEGRATE,TOTALIZE © MAGNETIC FLOWMETER ® DRAIN I R RADIATION RECORD 4-WAY VALVE 1/ /VIM PROGRESSIVE S SPEED,FREQUENCY SAFETY - SWITCH © ► SONIC FLOWMETER L ANGLE VALVE ® DIAPHRAGM SEAL CAVITY T TEMPERATURE TRANSMIT RUPTURE DISK PRESSURE ROTARY PUMP U MULTI VARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION ROTAMETER 11 PRESSURE REUEF VALVE ✓ VIBRATION, VALVE,DAMPER• *fC=FAIL CLOSED LC=LOCKED CLOSED ROTAMETER WITH (� RUP 1JRE DISK,VACUUM , MECHANICAL ANALYSIS OR LOUVER INTEGRAL VALVE ' FO FAIL OPEN LO=LOCKED OPEN PERISTALTIC PUMP W 1 WEIGHT,FORCE WELL Q PURGE X ,UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED H CLOSED DURING NORMAL OPERATION - Y EVENT,STATE, Y AXIS RELAY,COMPUTE, LINES 110 SHADING INDICATES PORT CLOSED DURING THERMOMETER WELL PRESENCE CONVERT NORMAL OPERATION. DOT INDICATES PORT NOTES: Z POSITION, Z AXIS DRIVER,ACTUATOR, ��► MAIN PROCESS CLOSED DURING ALTERNATE OPERATION. (� 1. THIS IS A GENERALIZED LEGEND SHEET. DIMENSION UNCLASSIFIED FINAL SECONDARY PROCESS JYI CALIBRATION CYLINDER 2. SEE ALSO ISA S5.1,S5.3 AND S7.3. CONTROL ELEMENT VALVE OPERATORS I 1-2/A > REFERENCES LEAVING SHEET 3. INSTRUMENTS MARKED WITH AN LINE CONTINUATION n -� CYLINDER ASTERISK ARE FURNISHED WITH THE PRIMARY LOCATION AUXILIARY LOCATION I -c DIAPHRAGM PULSATION DAMPER GENERAL INSTRUMENT OR FIELD MOUNTED ACCESSIBLE TO ACCESSIBLE TO NORMALLY INACCESSIBLE OPERATOR EQUIPMENT. FUNCTION SYMBOLS OPERATOR OPERATOR OR BEHIND THE PANEL DIAPHRAGM 4. REFER TO ISA RP7.7 FOR INSTRUMENT TO DRAWING REFERENCE DISCRETE O e e /� A r I-s REFERENCES ENTERING SHEET BALANCED 0 SOLENOID AIR QUALITY STANDARDS. INSTRUMENTS r`-J-J I I FROM DRAWNG REFERENCE O O 7 AIR REUEF VALVE MOTOR Sv SOLENOID VALVE r-� '�-1 _1 LINE CONTINUATION SHARED DISPLAY, SHARED CONTROL \ / \_-_) r-/ I\-/ AIR RELEASE 24' BW O COMPUTER n t I PIPE SYSTEM TYPICAL CONNECTION FUNCTION v l PIPE SIZE IN INCHES LEVEL PROBE • PROGRAMMABLE IO\ K.-:-A f �\ LOGIC CONTROL {> �0� I - - ELECTRICAL SIGNAL -( ] IN LINE DEVICE • 1 ? 1 -o--0--0--0-- SOFTWARE OR DATAUNK ��// J-4 FUNCTION BLOCK DESIGNATORS J-6 HANDSWITCH DESIGNATORS —E E— ETHERNET DIRECT CONNECTION TO PROCESS HOA HAND-OFF-AUTO LR LOCAL-REMOTE // . // PNEUMATIC SIGHT GLASS I © SUMMING © ROOT EXTRACTION HOR HAND-OFF-REMOTE OC OPEN-CLOSE L L •HYDRAUUC STATIC MIXER F-R FORWARD-REVERSE OCA OPEN-CLOSE-AUTO =1 - p DIFFERENCE Q SQUARE ROOT x CAPILLARY TUBE TEMPERATURE ELEMENT 1-0 ON-OOFF ATM AUTO-MANUAL `r 0 INTEGRAL © EXPONENTIAL Z, 1 ELECTROMAGNETIC WITH WELL It,� EDUCTORANJECTOR E," OR SONIC(GUIDED) § Q DERIVATIVE Q HIGH SELECTING INSTRUMENT SERVICES INTERLOCK NUMBER IS THE AS r INSTRUMENT AIR SUPPLY(NOTE 4) 1 CROSS REFERENCE TO A SPECIFIC ® MULTIPLYING 0 LOW SELECTING MECHANICAL ELECTRICAL Q O ELEMENTARY DIAGRAM OR TO A 120 VAC ELECTRICAL SERVICE RADIATION OR SONIC SENSING SPECIFIC CONTROL STRATEGY 31 El DIVIDING 0 BIAS . (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) OR CONNECTED --+-- DESCRIBED IN THE SPECS ® CONVERT: ppq NONLINEAR OR UNSPECIFIED FUNCTION PLC INPUT/OUTPUT . AV-AIR VALVE T- TRAP p Si, - I _ I � F- FILTER FH-FIRE HYDRANT E- VOLTAGE H- HYDRAULIC I FILLED SYSTEM, p'I I- CURRENT O- ELECTROMAGNETIC,SONIC 4 DISCRETE INPUT 4 ANALOG INPUT NOT ---- DIAPHRAGM SEAL CONNECTION - - WATER LINE c P- PNEUMATIC R- RESISTANCE(ELECT) 1 t CONNECTED i = • A-c BOYG D- DIGITAL 1 o GRAVITY FLOW 6 4' DISCRETE OUTPUT Ci ANALOG OUTPUT 6 I I U LEVEL TRANSDUCER ,Ror in Mr SLG D MARCH 2013 raa NAME setgr,,� sue: 18 �: 24 R 4 • N �� DURHAM AWWTP PROCESS AND INSTRUMENTATION o, 3n1H3 - 4 "''0.f`� ° DM MDH DWG 11 cn THIS BAR IS ONE INCH nW i, VIiCes BISULFITE SYSTEM ,� ° °"MDtml ao �1091°Las°-11 WHEN DRAWING IS FULL — MODIFICATIONS P&ID SYMBOLS �� .�� Our cosami�eut is clear. PLC a: NA owns wry— i SCALE NONE • �� ERN. � SW Kennedy/Jenks Consultants= AND ABBREVIATIONS WM? '- 3 i _ _ Hwy. polo,Dragon 97123-9379 200 SW MARKET,SURE 500,PORTLAND OR 97201 pw t 6628 ENGR sines: • COMPUTER TYP OF 2 / AUTO IN \ a RUN CALL AUTO \J \ - Ir ' 1 I 1 , I I 4 - - - - - - - - PLC - - - - - - - - - I - _______T — — I — — — — — — - I I I I 1 A r L + J • ! • (E) « —BISULFITE - • I STORAGE I TANK j ON/OFF r— NO 0 I ST-12031 h401 { 1 H (E)4"SBS „' y HOA 5a, ata 1 I b/0, PR ` +-STORAGE r © 1 iY t;-: a,a o, NO 2 •H ► 112"SBS 1"SBS o ey a 112 1 —• ST-12032. (E)4'SBS GPM • m I H. , • • _I a 810P5101 I X co m � Y — 1-1rr PIPE To 1"Tug i 1-01-3 Y TRANSITION (z)1"SBS TUBING 1 1 ® qT WITHIN(E)3"SBS TO DECHLORINATION r I O 1-112'PIPE TO 1"TUBE CARRIER PIPE BUILDING ® l/ TRANSITION O' © 81Q E5,o2 4 c I ✓f-, ] 1"SBS O O e I , ir'{—� FiCY • • �J a r 1-1/2"SBS R: X00 1 61°P54°2 1. � Y }-IOH`s.1 . I�.I—Eli ' Y II --•-; SBS • Q' • s (E)a^sss �Y UNLOADING `-'-I'�I § STATION S . t .10/6 s. ,G1N /� • • 4 6 V DM SW aF 4o MARCH 2013 rao"'""e s`eET,nie: SHEET, 19 aP: 24 ow" p/�'_ C1 D®c MOH 1:.•G 9.•12 AN DURHAM AWWTP PROCESS AND INSTRUMENTATION 3rzv13 .ohs y2 " THIS BAR IS ONE INCH (nW BISULFITE SYSTEM oft MDL,RI uorams:109101450_I2 WHEN DRAWING IS FULL MODIFICATIONS BISULFITE TRANSFER . NA 12 - DPPRES�r Ic?7s/ " — -- ----- Our coamitmeat u clews. SCALE. - NONE „Ev. DATE Dn, _ usD DESCRIPTIVE 2550 SW KLISbOrO Hwy. HleAoro.Oregon 971233-03379 200 SWK ?SUI CO"P soRTLAND ORsno, PUMP P&ID r gig c STAMP �s PROJ COMPUTER • TYPOF2 TYP OF3 / H 10 LEVEL LOW H(#I \ / HGH \ MOH i ALARM ALARM ALARM LOW �HOPI ALARM START SPEED AUTO ON FAULT ALARM SO2 ALARM �uHl1 /L 41. r u1 (uu.L� ' /L tLAHr� (v (sc1 6NL■ (y /r ■ 00 101) � / \5401/ \HO+� ,.,_57,1) \cats \stt'; `\s4t� \54:2, \s4t9 \.641•9 \nut'/ JER I I I I I I I I I I J~---- ----- ---- ----1 I I I I I I I I I I I I I — — — — — _1 — — PLC I I I 1 i I I EFFLUENT----I I I I I. FLOW I 1 I I I • • *1 T i> qi :==It • WS" 444• il L 4 1 I I I L----1---- 1----- ---- � • . LCP-620P5411 TOTE Eriliti• CONNECTION TOTE CONNECTION - -1 3 I•F 40.4 -,- > --40-C U ; (TYP OF 3) I DECHLORINATION .� I I i DIFFUSER 1'SBS I Y i 3-0-0 >1 I GRAVITY FEED I r--I -1 -I- > 1-712 SBS • I IL ALARM T O FLOOR (� a PENETRATION rl t 6401 , `L INTEGRAL TOPUMP f----r ON EMLI y,y I 932 I • . T T T 4 A O� O I NORMAL '"r sss > I 610, PVC DAY �� ! I �� 3) �"SBS GRAVITY• CARRIER PIPE TRRANSTION NO 1 �� , - I • �q►^ BYPASS _ � pR � �� 620T64o, , (2)1"SW TUBING • • ►t ,—, ---- . AMIIIIINNINIA 411111■11111111f• 1 02x1 RED 0 � I 620PCVS411 I, ' FROM CHEMICAL •� •� • r 1-12'SBS Y • STORAGE BUILDING as •1"SBS 1,SBS• t`SBS TUBE TO PIPE J �1 I y l C) • III—►• ►, 1 •• WITHIN(E)3"SBS , TRANSITION • I > 1620P6411 I • CARRIER PIPE I 1" r r ® I Y c 1 it s4o: 0 �— ® ^I 620PCV6412 I • _ OF T T T _ ,F 1"WS r f, _ T ,T r sBS Ta �4 R •I - I I r SBS MUM of ,_ SBS _-_, d �r ► > I 0 5412 • I _ TO NEW v DAY {,jr� Y DECHLORINATION Z TANK -�•I- I DIFFUSER NO 2 ■ �� t1 DR I 0 I mama r — vlix g ---- •K = 1 4'PVC e Y 7'x1'RED CARRIER PIPE i ( 4w 1620PCY64,3I E • O O o • Y�-I•I I , I o T ,'sBS L 1'SBS .. I • ■ . 1 1 62aPS4t3 • , I TO SURGE BASIN I METERING SKID,SEE TUBE TO PIPE 0 c SPECIFICATION DECHLORINATION / SPECIFICATN 11240 Y TRANSITION 'o - • BUILDING ` I a 'MUG s Csl ,» MEET �: zap OW SLG A,� MARCH 2O13 DURHAM AWWfP PROCESS AND INSTRUMENTATION giglilly�r ,w MDH mot 13 THIS BAR IS ONE INCH /'vv��e��`x 777...... �- �vy� BISULFITE SYSTEM 3121113 o aMC MDLIRI un PIE/109101450_13 WHEN DRAWING IS FULL 1 ou,commitment is dem. MODIFICATIONS BISULFITE METERING PLC* NA 13 �?A r w.*.- eauE NONE SCALE. 2550 SW Kennedy/Jenks Consultants* PUMP P&ID ays a►/3. REVS DATE DM APpo aE CRIPTION I+Wy. Hillsboro,Oregon 97123.9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 moo,.: 8828 enan —_,,t FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O PLC1 / CP-9015 GRUNDFOS LCP AND VENDOR CABLES MODEL:DME 375-10 METERING PUMP PROVIDED WITH METERING PUMP PLUG 1 CABLE SPEED CONTROL VENDOR CABLE — S-620P5411 PLC1 NOTE:WIRES 1(BN),2 GY 1 GY BASE n nn(WH)&3(BL)NOT 640SC 5 AO+ • (WHITE) v ^ ` WYnnnn+ • WYnnnn+(BLACK) SLOT n SHOWN OR 5411 BK 4-20 MA j--� 4-20 640SIK POINT n CONNECTED. 4 ��J "` BK AO- • (BLACK) v n�� • WYnnnn (RED) nn 5411 RANGE:0 TO 100% CONDUIT — GROUND \ S-620P5411 PLUG 2 yM CABLE FAULT FAULT NO CONNECTION 1 BN VENDOR CABLE C-620P5411 PLC 7 2 620YA5411 120 VAC Xnnnn BASE n BL H H NO — ■ Xnnnn nn SLOT n 640YA 3 WH O L 640YL POINT n 5411 CR _ Y 2 BL $K N FAULT C — XnnnnC - N XnnnnC RTN n X11 ON �\ - - NC PLUG 3 ON 640YY 2 WI-I ON 5411 VENDOR CABLE NOTE:WIRE 5(GY)NOT +5V 3 BL 3 BN L --1 H NO — 620YY5411 �n 120 VAC �n 640YA c . SHOWN OR 0 CR N XnnnnC C —• 5411 POINT n CONNECTED. STOP GND 4 BK N ON • ▪ XnnnnC RTN n WH 54011 TOP 1 BN NC AUTO DIN RAIL MOUNTED RELAY, 5 VDC COIL. 50 mA MAX LOAD, CONTACTS 620HS5411-A Xnnnn 120 VAC Xnnnn RATED FOR 2A AT 120 VAC. (TYP OF 2) 640YA 620P5411-N • XnnnnC N XnnnnC RTN n 5411 POINT n c RUN `BN —I NO H J L 620YS5411 Ynnnn 120 VAC Ynnnn n nn BL C • CR 640YA ✓ STOP POINT n N — • • 620HS5411-A YnnnnC 120 VAC YnnnnC nn 5411 NC % CONDUIT LOCAL CONTROLS �� C-620P5411 DIN RAIL MOUNTED RELAY, 120 VAC COIL CONTACTS RATED FOR 2A AT 120 VAC. AUTO I• LCD SCREEN Ht I/O AND TERMINAL BLOCKS Yi ASSIGNED BY OWNER (LOWER) (RAISE) H ° A DECHLORINAI1ON BUILDING •—MENU + —0 0 (00X) (XOO> I LIGHTING PANEL (ON) ,0") (PRIMING) Y ON/OFF (OOX) o_ 100% C' I 0i _L Q (X00) E � 0 0 (ALARM) 0 0 1/4 A 5X20GMA L-FU CABLE E, L _� P.620P5411 An L L7 • — L • n n 620P5411-L 0 0 1 z N C= 1•I a of GN N 620P5411-N 0 NEUT BUS v°,, I C o GROUND = V v 620P5411-G T GND BUS c 620P541 I CONDUIT o LCP-620P5411 P-620P5411 a m U a • PROJ NAME N VALUE E MARCH 2013 SHEET TITLE S.EET 21 OF: 24 D'T'D• DURHAM AWWTP PROCESS AND INSTRUMENTATION DS"VALUE • 14 BISULFITE SYSTEM RDT 5/21/13 n THIS BAR IS ONE INCH � Clean\ ater c `___ DATE s N co K:VALUE caonr109101450_I4 WHEN DRAWING IS FULL !°l 5/16/13 SLG PLVM CONFORMED DRAWING VICd JC1vilZJ MODIFICATIONS METERING PUMP 14 ICI SCALE. Q 4/5/13 RKI RKI ADDENDUM NO.1-TEXT DELETED Our o asmtmmt ��- PLC Zii ArTPD — SCALE'NONE KenKET, O ITE50 COR LAND t89 LOOP DIAGRAM AEV• DATE DAN , /PM DESONTNDN 2550 SW NI>fsbor0 Hwy, Hillsboro.Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 MUM 6628 ENGR sTAnp ■ 11lI ..1llllIIII1lIlIllIlIII1IIlIlrAIllIllIlI.Ill4 FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O PLC1 / CP-9015 (CP-9015 I(CP-9015 VO POWER PCL1,BASE n) • <manufacturer> 24VDC-FUnn DC COM-FUnn MODEL:<model> CABLE I RANGE: 0 to XX.X FEET! S-13201JIT5401 + .. -- n ( (WHITE) - Fu 62 UT 4 20 MA noon 5401 — ---c (BLACK) III LEVEL 1 ` )J VID(tmnn+ PLC1 C j ' V V 250 WXmm+ C n n OHM .1-5 VDC 620U TANK LEVEL TRANSMITTER S BZOLIT5401 WXrrmn (4YXnnnn) n 5401 BASE n SLOT n GROUND POINT n GND BUS (CP-9015 I/O POWER PCL1,BASE n) CB-m NEUT.BUS C,^ ..^ mwnufacturer> MODEL <model> CABLE 1/4A CLOSED S-820LSHH5401 5 X 20 GMA S20LSHH5401-L14 FU Inn HIGH ALARM 620LSHH\ C `` CB nn-n PLC , 5401 NC 62OLSHH5401-C Xnnnn 120 VAC ()nnm) m SBLO n 440L4HH ! I POINT n G, V v t GND BUS N/ RTN n C CONDUIT TANK HIGH LEVEL ALARM S 620LSHH5401 <manufedurer> MODEL<model> I CLOSED CABLE S�20L.SLLS401 ui 6201SLL5401-L14 LOW ALARM nI 620LSLL C A PLC n BASE n 0 540, NC 620LSLL5401-C Xnnm 120 VAC ()Conlin) n SLOT n • , I 440ZALL G., V } GND BUS N RTN n OOOOC POINT n CONDUIT 21 TANK LOW LEVEL ALARM - S-1320LS115401 i ../1 . _i I/0 BY OWNER BLOCKS OWNE 0 S b. • ram VALUE °"1O MARCH 2013 _ vaorrwE SHEET MEET' 22.a 24 . oleacorl �� = DURHAM AVVV TP PROCESS AND INSTRUMENTATION ''',0 s ask VALUE 1ENGR 15 L,_ BISULFITE SYSTEM "7 y�1Y �� .n 1 _ THISBAR IS ONE INCH nr___�I rw,.,,,,, 3111/13 <,ICall•vcuCI x[vs� IC .94 RD K.\a :VALUE c‘Dnc9,09101450 15 WHEN DRAIMNG is FULL MODIFICATIONS BISULFITE TANK �C« NA J Is: /P.NI s C SCALE. Our commitment is clear. APPD:— °`"`E NONE „E„9 EWE ore MVO DEDDRPTOM 2550 SW Hillsboro Hwy. Hillsboro.Or eon 97123-9379 200 SW'MARKET, rrE S0000VORRTL ND OR 97201 LEVEL LOOP DIAGRAM 6628 STAIN,- a FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O PLC1 / CP-9015 (CP-9015 I/O POWER MSA PCL1,BASE?) MODEL:ULTIMA X 24VDC-FUnn DC COM-FUnn CABLE 1^ n 1/4 A � _ S-620AIT5401 5 X 20 GMA + /∎ n (WHITE) r ru m �,., ., 4-20 MA I 1 -- ��'"1) U v (BLACK) I WXnnnn • SO2 PLC1 CONDUIT RANGE: 0 b XXX PPM 5 620AIT5401 250 \ WXnnnn • n n*) n OHM 1-5 VDC 620AI \ WXnrinn `, (WXnnnn-) n 5101 BASE n SLOT n GROUND POINT n (CP-9015 I/O POWER PCL1,BASE?) CABLE 1 A CB-14 NEUT.BUS RELAY 1 S-620ASHH5401 5 X 20 GMA C 620ASHH5401-L14 FU L?? SO2 HIGH ALARM 620ASHH ` CB-nn-n PLC 1 5401 NC tt 620ASHH5401 Xnnnn 120 VAC (Xnnnn) nn SLOT n 620ASHH5401-N N 62 H POINT n NO 120N — RTN n G� S 620ASHH5401 G T GND BUS V v CONDUIT • 640f1IT5401 S-620ASHH5401 I/O AND TERMINAL BLOCKS ASSIGNED BY OWNER Ga SO2 ALARM i 640ALHH5401—A ©--Q SO2 NORMAL 640ALHH5401—N I ,O —4 • 640AL-IH 5401 (LOCATED AT BUILDING DOOR) co .4 O 77- U J 7 co 00 i o o l f QO_ O s s a • PROJ NAME sort i n n i _ - s11ffT: 23 OF: 24 DWG t N oRN:VALUE MARCH 2013 DURHAM AWWTP PROCESS AND INSTRUMENTATION not VALUE ONGN.. 16 P1-Of 5/21/13 ,.1 THIS BAR IS ONE INCH QeanWater SeIViCCS BISULFITE SYSTEM °"'� 16 9 O ale VALUE CAonLEq:109101450 16 WHEN DRAWING IS FULL /2\ 5/18/13 SLG PLUM CONFORMED DRAWING Om temautmcnt is elem. A SO2 ALARM PLC A` NA N MODIFICATIONS LOOP DIAGRAM SCALE 0 4/5/13 SLG PLUM ADDENDUM No.1-SHEET TITLE MODIFICATION Kennedyy/Jenks Consultant5o ___— scw1E:NONE �v M «� DM �� oESCRIPnoN 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 200 SW MARKET,SUITE 500,PORTLAND OR 97201 rAa 1 w 6628 EwGR STAMP a PROVIDE LISTED MANUFACTURER AND MODEL OR APPROVED EQUAL. t I• , • • - • •. ,V' _ _ •,•u ,- O 1-C o 1O 1 ENCLOSURE,WALL MOUNT,10'H X 8•W X 6'D(NEMA 4X) HOFFMAN A10086CHNFSS 316 SST 2® 1 BACKPANEL,8.75'H X 6.88'W,PAINTED STEEL HOFFMAN A10P08 II (III O 0 ® © A/R DIN(<) YMM 'CAL RAIL,3 mm x 7.5 mm, • UMINUM • EN B''•LEY 1492-/R 8 © 4 UNIVERSAL END HOLDER,BAM2 ENTRELEC 20635116 620P5411 C') I 0 © O7 15 TERMINAL BLOCK,FEED-THRU,SCREW TERMINAL,6mm GREY M4/6 ENTRELEC 11511607 BISULFITE METERING PUMP NO.1 �� _��i • 8O 4 TERMINAL BLOCK END SECTION,FEED-THRU TB,GREY FEM6 ENTRELEC 11836816 AA 1rIAAA.AMAA�A iU L.._JJ 1:1 J O9 1 TERMINAL BLOCK FUSED,SCREW TERMINAL,8mm GREY M4/8 SFL ENTRELEC 11566121 WITH AC BLOWN FUSE INDICATOR _rlrrrrull ullr j rr- 1a 1 TERMINAL BLOCK END SECTION,FUSED TB,GREY FEM8S ■. - Q ENTRELEC 11695115 Imm^ 11 AIR TERMINAL BLOCK GROUNDED,6mm TB,M4/6.P ENTRELEC 016511316 FOR FEED-THROUGH,M4/6 TB ® � 0 0 @ A/R TERMINAL BLOCK SCREWLESS CENTER JUMPER,6mm TB,BJE6 ENTRELEC 29970214 III', 0 @ AIR TERMINAL BLOCK LABELS ENTRELEC --- LABEL BOTH SIDES OF TERMINALS AS SHOWN IN DETAIL 14 2 INTERFACE RELAY,5 VDC COIL,SPDT,R600 SERIES ABB RB 121-5VDC 50 mA MAX COIL AMPS FOR PUMP FAULT 8 ON RELAYS . I ® 1 INTERFACE RELAY,120 VAC COIL,SPDT,R600 SERIES ABB RB121A-115VAC FOR PUMP STOP RELAY 0 O 16 1 SELECTOR SWITCH,30mm,3 POSITION ALLEN BRADLEY 800H-JR2 WITH 800T XA CONTACTS PER LOOP DRAWING 17 1 LEGEND PLATES,STANDARD SIZE,FACTORY ETCHED ALIEN BRADLEY BOOT-X559E ETCH LEGENDS AS SHOWN IN DETAIL DRAWING 0 1 PHENOLIC PANEL LABEL --- --- BLACK OUTSIDE,WHITE INTERIOR, 1/2"HIGH ETCHED LETTERS 19 1 20 AMP SINGLE RECEPTACLE --- REF.SPEC. MOUNT BOX TO BOTTOM CENTER OF ENCLOSURE,FACING DOWN. INSTALL WITH WATERPROOF GASKET. co 0^TD 8O ^ID zO • So mn � ^ z0 f,N ry O = N z pD O xi t r r- r 0"R �� O m ir O 0 3I Ar Or ) r �' m mi Z ? m m w p I 1, m Q; REMOVE FOIL SHEILD REMOVE FOIL SHEILD AND DRAIN .9 0 c o g =m c I I= TO EDGE OF JACKET WIRE TO EDGE OF JACKET S m m x z m m I I m p \/ / 3• r-:- • OR 3• 1.///O O M C 7 SIGNAL JACKET SIGNAL I • JOACKET Z z1z m m z J z J z Z C 0 O o r -n LEADS LEADS < v v CL 11 RI E I I /z O CDct �o T y I •� I O' O () O C 2 2 47 . 0 1 z z r- r r r T T • 2' H Z' -I + HEAT U r O x x C c c SHRINK c o _ p TUBING COVER THIS PORTION WITH COVER THIS PORTION WITH i O~ •—• •--• HEAT SHRINK TUBING HEAT SHRINK TUBING ° * • T * 1 T 2� �• CO N v 0 O v c O J z o 0 0 0 o z o 0 0 o I o SIGNAL WIRE OUTER WIRE OUTER 7 0 0 Z Z Z z 2 v -0 v , v . v - C - LEADS LABEL 0 0. CO CO c1 c1 I m = _ - 0) \ JACKET SIGNAL LABEL JACKET L /7 z - T T 6 6 Z Z r r I `� -4»1�S LEADS app=s w +7. CO C rn 01 D CO I- 2 0 0 0 _J DRAIN HEAT SHRINK HEAT SHRINK LL ■ " WIRE TUBING TUBING -I 1 �i L '- , — _ ` 'SPLICING UNDER HEAT SHRINK TUBING SHALL NOT BE ALLOWED I K m a' noc v v oI O 6,0 N N ND O WD i7 A Wco =D CD C Op m m 0 _,m ..m 51 ,m 0 E i • INSTALL ALL LOW VOLTAGE(5 VDC AND mA)CONDUCTORS ON LEFT SIDE OF PANEL AND ALL 120 VAC CONDUCTORS ON RIGHT SIDE.IO 1 PROVIDE MINIMUM OF 3'SEPARATION BETWEEN LOW VOLTAGE AND 120 VAC CONDUCTORS INSIDE PANEL. a SHEET - or. - DWG x RKI MARCH 2013 i c; DURHAM AWWTP PROCESS AND INSTRUMENTATION ai [S+ RKI 0wG#. 17 THIS BAR IS ONE INCH n[i C �___ BISULFITE SYSTEM D, 5f23/13 VI WHEN DRAWING IS FULL 2 `5/16/13 SLG PLUM CONFORMED DRAWING Oat E.lLl MODIFICATIONS METERING PUMP 17 + N aae RKI u0 #tD9101450_IT n SCALE. Ica_ NA 1 415113 RKI RKI ADDENDUM NO.1-ENCLOSURE MODIFIED y 50 APPLY- sue:NONE I,# DATE DAN Arco DESCRIPTION 2550 SWHYISEo,oHwy HiNsOoro.Oregon 97123-9379 200 SW eMMET..SUJITTE500, ORTLA DOR97201 LOCAL CONTROL PANEL 6628 CWS PROJ• [PKft STOW