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Plans (15) : . .. _ _ .... and visible from street. Ap prorote ved plans S a s S - ECIAL I 0., - out RED tat of Ore e on S • . . LO ! I D ncrete and R eif . in ,� can a tServicexcewo erv ... Its Installed in �r P E d ` Specie Momen ; .Si SALE .. S III St�. � �, •, �- in �Il � t: �T . = . Our commitment is clear. oci 3 l os S ura►Wo.. g E UGENE • High- Strenr.� / ` , . w ng p GM 0 VISION ION �j' 14 11AL1� ■ So uctur. / 17 gU 111 IReinto '• Gypsu •Her DURHAM ADVANCED WASTEWATER TREATMENT FACILITY . Insul > > OREGON P ASS ■! Spray • '` p li ed F' e� :..y AERATION BASIN 1 - Pi: cgs r`1 1i1 e .� lor and , LAMATH in S 14� FALLS PLUG FLOW MODIFICATIONS "�� = «�'�� , �— _ j /� .l syste o PROJECT No.6138 ' 1" 1 ..- pections ° • REDDING OCTOBER 2006 -- DURHAM FACILITY VICINITY MAP INDEX OF DRAWINGS P ROJECT LOCATION NOT TO SCALE 16580 SW 85th Avenue Tigard, OR 97224 9 � � 2 a > G1 TITLE SHEET, LOCATION MAP AND INDEX OF DRAWINGS EL200A LEGEND AND ABBREVIATIONS m w < a F , G2 GENERAL DESCRIPTIONS, SYMBOLS, AND ABBREVIATIONS EL200B P &ID LEGEND ; C1 SITE PLAN E201 ELECTRICAL SITE PLAN , SW DURHAM RD ; N 1 C2 PARTIAL SITE PLAN E202 MCC 5030 PARTIAL ONE LINE DIAGRAM sv, SHAFFER LANE N M201 CELLS 1-6 LOWER DEMOLITION PLAN E203 ELECTRICAL PLAN poao , M202 CELLS 1-6 UPPER DEMOLITION PLAN E204 PARTIAL ELECTRICAL ROOM 5020 PLAN W ,•, � �p e ta` M203 CELL 7 LOWER DEMOLITION PLAN E205 CIRCUIT NUMBER AND WIRE SCHEDULE ; 'tip " ' t __, M204 CELL 7 UPPER DEMOLITION PLAN E206 AERATION BASIN 1 ELECTRICAL RISER DIAGRAM / � s "� c M205 CELLS 1 -6 LOWER PLAN E207 DETAILS -1 M206 CELLS 1 -6 UPPER PLAN E208 AERATION BASIN 1 P &ID M207 CELL 7 LOWER PLAN E209 ELECTRICAL AIR FLOW METER LOOP DRAWINGS 03 M208 CELL 7 UPPER PLAN E210 ELECTRICAL FCV LOOP DRAWINGS a M209 SECTIONS E211 ELECTRICAL L DO LOOP DRAWINGS 6`f*MCT''ttA1 M210 SECTIONS AND DETAILS E212 CONTROL PANEL 06LCP00403 MODIFICATIONS Gm. M4wTS Cu 1' N CITY OF TIGARD M211 PARTIAL PLAN, SECTIONS AND DETAILS E213 CONTROL PANEL 06LCP00403 MODIFICATIONS Z M212 DETAILS E214 ELECTRICAL /INSTRUMENTATION DETAILS App ved - -- M301 SECONDARY CLARIFIER 1 DEMOLITION AND IMPROVEMENTS E215 DETAILS - 2 6ctntlftiei'EflyAPp4e ( ) p - A 3 ' - ' M302 SECONDARY CLARIFIER 1 DETAILS E216 DETAILS - 3 For only the w21( a described ��, PERMIT S201 STRUCTURAL NOTES AND WALL DETAILS �_ S202 STRUCTURAL DETAILS ��e "etHer'CO:F''oliUw ......... ........ ( )� N Jam 11 o �'�'r 1�_. \ )• QTUALATN S203 STRUCTURAL DETAILS OFFICE COPY _ '' ' rh` II S210 EFFLUENT CHANNEL INFILL SECTIONS AND DETAILS LOCATION MAP NOT TO SCALE � ,�pEA PROFf CLIENT L000: PROJ NAME SHEET: OR 4 DWG E / Ilk Dart MDS DATE: 6/5/06 WEST Y O S T / �∎ `� D URHAM AERATION BASIN 1 I _ % %'� DEW LEC DWG• G1 THIS BAR IS ONE INCH �>t' � `� services '� PLUG FLOW MODIFICATIONS DA 1500 snrvDS G1 ! D �GD N CHIC CAD FLEE 51105-0813.6001 WHEN DRAWING IS FULL �, n 1 i, e 1 i a w `"""°�" TITLE SHEET, LOCATION MAP, PL;.: `��' GG`�� SCALE. ASSOCIATES W.+unn,D�e70.e G CHT "*• LEC scALE: AS NOTED DESCRIPTION 15S N WO Avenw Suite 270 Ilnbbor• Oregon 97121 co u; E 6 03 ) •'�B1 AND INDEX OF DRAWINGS DWS 6136 AMR. REVK DATE DRN MPD o8 ngmee FAX 1503) 722.2312 PROD ENGR STAMP. I EXPIRES: 17,2107 I PIPING DESIGNATION, SYMBOLS AND ABBREVIATIONS VALVE DESIGNATIONS AND SYMBOLS LEGEND J Ill PIPING SYSTEM SYMBOL AB INFL AERATION BASIN INFLUENT AR SEE ABBREVIATIONS ANAEROBIC RECYCLE THREE WAY VALVE NJ CHECK VALVE �- IN -LINE, SPRING NEW NEW PIPE ( 6' LPA ) D DRAIN LOADED RELIEF VALVE HPA HIGH PRESSURE AIR pd GATE VALVE _ T u - NOMINAL PIPE SIZE LPA LOW PRESSURE AIR (NORMALLY OPEN) .641 BALL CHECK VALVE -- - -- EXISTING ML MIXED LIQUOR MLR MIXED LIQUOR RECYCLE H (NO (NORMALLY CLOSED) C`� ' - VALVE URE REGULATING j // DEMOLISH EXISTING PIPE 6' LPA NPW NON - POTABLE WATER ( PLUG VALVE I. PU DISCHARGE VALVE (NORMALLY OPEN) Z . 7 3_,.... ' ` '• , • -. SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE BACK PRESSURE j, • • CONCRETE NEW II W PLUG VALVE 6 GAUGE OR ROOT VALVE REGULATING VALVE -----1 I -- It It I FLANGED JOINT --- I) t E XPANSI ER J r BRIC I (NORMALLY CLOSED) , EXPANSION OINT � ❑S CONCRETE EXISTING + (NORMALLY OPEN) I�I KNIFE GATE VALVE I SOLENOID VALVE ' F BALL VALVE (� t PLAIN OR N GROOVED ENNG D EXPANSION JOINT �— D'4 ) ; MECHAICAL COUPLI ' �_ �� (SEE SPECS FOR TYPE) BALL VALVE STEEL s j/ 41 (NORMALLY CLOSED) 111\ FLAP GATE j/ / �'! + : : ' 1 �• FLEXIBLE METAL HOSE FLEXIBL u DIAPHRAGM OPERATED I PUSH ON, MECHANICAL NNW- •��l�l�l�l�!� BUTTERFLY VALVE --�— �, OR BALL AND SOCKET VALVE / BALANCING COCK - GRATING JOINT /,,III _ 0 I t /AII ELBOW UP D�] GLOBE VALVE ANGLE VALVE PRESSURE BALANCE ----4-- I Y WELDED JOINT pQ DIAPHRAGM VALVE I CIRCUIT SETTER OPERATED VALVE /..II ��' ELBOW DOWN _ t FLEXIBLE C + ' II Al ANGLE PISTON OPERATED VALVE COUPLING �IIt /t� tli�• CONTROLLED VALVE "-0 � •�II`I\� II TEE UP FLOAT VALVE -Et, �}► . `_ - : d FLEXIBLE RESTRAINED T CHLORINE INSTITUTE COUPLING —} C }— - TEE DOWN RELIEF VALVE AND VACUUM T CONTAINER VALVE `� PINCH VALVE i � ---9 FLANGED ©I LATERAL UP VACUUM RELIEF VALVE VALVE NEEDLE VALVE I RESTRAINED FLANGED m LATERAL DOWN ` ` ` ; COUPLING ADAPTER KI DOUBLE LEAF PRESSURE RELIEF VALVE _ CHECK VALVE 1) m )I GROOVED D END ADAPTER --t -- 1 j — II -- 4 -- CONCENTRIC REDUCER I I STRAINER --III— b E Q UNION - 1) Cam- ECCENTRIC REDUCER STANDARD ABBREVIATIONS SECTION AND DETAIL DESIGNATIONS A — AERATION AIR A.B. — ANCHOR BOLT IF — LINEAR FEET (1) SECTION CUT ON SECTION DESIGNATION AC — ASPHALT CONCRETE LT — LEFT DWG M101 AFF — ABOVE FINISHED FLOOR MH — MANHOLE - Allilk BC — BEGINNING OF CURVE MIN — MINIMUM M102 BFP — BACKFLOW PREVENTER OC — ON CENTER BFV — BUTTERFLY VALVE OD — OUTSIDE DIAMETER DRAWING WHERE SECTION BLDG — BUILDING PS — PULL BOX APPEARS CF — CUBIC FEET PD — PUMP DISCHARGE (PIPELINE) • CL Or C L — CENTER LINE PL or P L — PROPERTY LINE (2) ON DWG M102 SECTION DESIGNATION CMP — CORRUGATED METAL PIPE PP — POWER POLE THIS SECTION CO — CLEANOUT PVC — POLY VINYL CHLORIDE IS IDENTIFIED AS: ilk CONC — CONCRETE PW — POTABLE WATER (PIPELINE) M1 CONST — CONSTRUCT PCC — PORTLAND CONCRETE CONT — CONTINUED R — RADIUS DRAWING FROM WHICH CP PVC — CLOSED PROFILE POLYVINYL RC — REINFORCED CONCRETE SECTION WAS TAKEN CHLORIDE (PIPELINE) RET — RETAINING (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, DI — DRAIN INLET READ — REQUIRED EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER DIA, 0 — DIAMETER RR — RAIL ROAD THAN NUMBER. DIP — DUCTILE IRON PIPE RT — RIGHT DR — DRAIN RNY — RIGHT -OF -WAY DWG — DRAWING S. — SLOPE EC — END OF CURVE SCH — SCHEDULE EQUIPMENT DESIGNATIONS AND ABBREVIATIONS ECC — ECCENTRIC SD — STORM DRAIN (PIPELINE) EJ — EXPANSION JOINT SECT — SECTION EL — ELEVATION SIM — SIMILAR FE/FfT AIR FLOW METER EP — EDGE OF PAVEMENT SHT — SHEET EQUIPMENT IDENTIFIER — EACH WAY SS, SST — STAINLESS STEEL EW SEE ABBREVIATIONS BFV BUTTERFLY VALVE EX — EXISTING STA — STATION NEW EQUIPMENT I SDG 5300 FCV FLOW CONTROL VALVE G SLIDE GATE EXP — EXPANSION STL — STEEL I ) I W E FL or F L — FLOW LINE T — TELEPHONE EQUIPMENT NUMBER FCA — FLANGED COUPLING ADAPTER TOO — TOP OF CONCRETE/CURB G — GAS TYP — TYPICAL GB — GRADE BREAK VIF — VERIFY IN FIELD EXISTING EQUIPMENT SDG 5300 GV — GATE VALVE W — WATER ID — INSIDE DIAMETER W/ — WITH IE — INVERT ELEVATION INV — INVERT j) PROR4 ORM VLF DATE: 6/5/06 CLIENT LOGO( PROJ NAME: SHEET: 2 OR 4 0 DWG 1: ' QR 1t + • WEST Y O S T DURHAM AERATION BA 1 v LLLfffff IMMININII MN: CEP DWOM: G2 dII ! � '� PLUG FLOW MODIFICATIONS D^ 9/28/06 n SCALE. ASSOCIATES w °`�"°)` THIS BAR IS ONE INCH GL ,...,\ � W HEN DRAWING IS FULL eooeurt CHK CADFILE 51703-0613.0002 O ree�it�atbalmr_ swl.Bss GENERAL DESCRIPTIONS, SYMBOLS PLC IA �aeo cH )cD ` �uM. r7aee PROD AND ABBREVIATIONS cws 6138 LEC scum AS NOTED REV* DATE DAN APPD DESCRIPTION 135 N. FUet Annw Subs 270 H1lebme, Oregon (503) °5'-1°42 Oregon 17124 CaBS 1Iing f giucer! f AX (503) 7744712 PROD M: ENGR STAMP. I EXPIRES 17131N7 MNOR II • : _ r — S.W. DURHAM ROAD NOTES — �— " 1. KEEP PLANT ENTRANCE ROAD CLEAN AND PASSABLE AT ALL TIMES. w° 2. ANY EXISTING FACILITIES DAMAGED DURING CONSTRUCTION SHALL BE '< ; �l REPAIRED TO OWNERS SATISFACTION. THIS INCLUDES, BUT NOT LIMITED TO 111 _ 1 SIDEWALKS, STAIRS AND STRUCTURES. ' :;+ O � 0 3. REPLACE ALL DAMAGED LANDSCAPING IN SAME LOCATION WITH SAME 1 , i SPECIES AND VARIETY. El \ `t 1,1 "�� ./� I 4. RESEED DAMAGED GRASS AREAS AND REPAIR OR REPLACE LANDSCAPING TO N ( L_1 1 / � ,`� % d 1 11 OWNERS SATISFACTION. 0 ...._ * it? ... 0 ' Ar .` , • c 5. OTHER CONSTRUCTION ACTIVITIES MAY BE ONGOING AT THIS SITE DURING �j I THE WORK PERIOD. CONTRACTOR TO COORDINATE CONFLICTS WITH i ° / OWNERS REPRESENTATIVE. 1. 0 U 100 zoo I SCALE IN FEET ( ) Q t- • _ , _ L �// SCHOO R I ° o I ° • iiiseu:0: J ' 0 O O 0 0° O 0 0 0 O o,o 0 1 Q \` � ' - o e• o off' oo . " 1 �j a • i. °° M M M Ilatl n �7 0 N. " — I .. _i . I . D • s° ,.� L. — _ .o 6 C ._ ° . a ♦ RV ram t a p PRIMARY O ° .. �Dp CLARIFIER I C H EMICAL AERATION J I , ID NO I I BUILDING BASIN SECONDARY • STORAGE J _ • _ ii.__ CLARIFIER BUILDING l ` 0 ; ° �p � aERa71oN 0 D BASIN o o — — U I1 _ •� 1 0 tl Q ,o ` NO.3 • Q x'.... \ ...., • 40. .o oq p s .- t oN ` SECONDA ° .4.-161, CELL 7 RY O c O O HEaowvR � I� t \ T CLARIFIER a ° . \ warms +D PRIMARY o �� NO. • % • • 12 CLARIFIER m 1 aiir 9 • +D ° ROo • V / STAGING AREA SURGE BASIN SURGE BASIN 1 \ O O • • � � �� . /. ` o NO. t NO.2 IV �A�'E ROAD • C• o i • / O \,�FF7. O I 9 .P CLARIFIER • .. 1� 1 .. \ v . WEIGHT LIMITED AREA. AREA SHAL SPLIT `v' . R d / NO � ' 4 \ J I IQJOT BE USED C--...., p, ) ° a �j 4Y� ? ��T/ , FOR STAGING OR LOCATING 9 4filitir- \` • i /� r • HEAVY MATERIALS OR /, ° a EQUIPMENT. o i 7 ° PwMaR mAR r cN c at 1 A• ' � � CLARIFIER �' CLARIFIER , � . flER // " i' /~ / E I \ NO.1 / c '•" 40.2 e STAGING AREA , 1 , / � � ' 3 • . . y I I 3 L ,41p / . -74110P ity/NO. 2 ; ®. FILTER 1 ` SECONDARY i BASIN "L't �I ` �'7 � 4 % • � � GYARICLARIFIER '/ BACKWASH lO • 4 / Y . . I ! All' 4111 jr moron . I I O ' Q ` ■ • PLANT BENCHMARK 1 I �suPlPORr o ,`/ •1 � •0 0 oO O. o o / • III I aGE I FACILITY 0 `/ i ♦ • J ♦ �.� BIO SOUps ��, �� DEWA7ERIN• / A, --- O i �•' BUflDIN \ O 1 .� �� _ END PROFFs CUM* LOGO: PROJ NAME: SHEET: 3 oF: 40 DWG it: , n!! T - DRN: VLF DATE 6/5/06 W E S T Y O S T DURHAM AERATION BASIN 1 — / � � ► � � +I; Ap OREGON Dsk CEP DWG 2. Cl THIS BAR IS ONE INCH Ow .o It s IlW t b aloe. gq �� ('� •( �� 1550 Bhrilan.NP Re PLUG FLOW MODIFICATIONS PLOT 9/28/06 v 1 DMC CD FU.Ex: 517030613-0001 WHEN DRAWING IS FULL Sub 425 1 k y y F C ,4. SCALE. ASSOCIATES w•r un. 044244, 510ee 5031 057-55t5 6138 I'Ro, LEC SCALE AS NOTED REVS DATE DRN APPO DESCRIPRON 10.7 N. Fier Annus SLIb 270 HRhbao. Orgen /7124 Consulting Engineer. FAX Iem1 712-2.42 PROD 2: EWER STAMP: 1 EXPIRES: 12,31407 I : I I EXCESS FLOW CELL 7 \.-.\ DIVERSION STRUCTURE SECONDARY I PRIMARY CLARIFIER NO.3 CC N CLARIFIER co NO. 3 r SURGE BASIN Ir I 2 e NO. 1 Z 0 lie ELECTRICAL ROOM \ / y I SCALE IN FEET o' ROAD 'C" 7-- STAGING AREA I P EFFLUENT FLOW O SPLIT BLDG. CLARIFIER TUNNEL NO.2 il I ir o�� ilp WEIGHT LIMITED ' EA. :. TION r' I AREA SHALL N0 BE US - • FOR STAGING OR • CATIN EAW is \ NO. c \ CC MATERIALS • R EQUIP ENT. 111111r ./.4 I PRIMARY CH L CLARIFIER SECONDARY CL A' BIER NO. 1 CELL 1 CLARIFIER •. 3 — / NO. 2 / CELL 2 u / CELL 3 ` CELL 4 \ CHE I' L I I , C •I IER AERATION �2 1.2 I o BASIN 1 7 / `� vyp �� CELL 7 4 �� $49.. � . FILTER �NCF / ' �. / BACKWASH I �� SECONDARY i BASBASIN �. CLA RI F IER 4# / �. NO. 1 // do V 4 4 1 STAGIN• rr l I // a �� CHE 1 ' •L *hi. t / C . I SUPPORT ROAD "E' I FACILITY i O. o / / I • a 144 0, .., ORN: MDS DATE 6/5/06 CLIENT loco: rRa NAME: SHEET. 4 0F: 40 DWO At � I 4 ..- et . ° t W E S T YOST DURHAM AERATION BASIN 1 MR CEP DWOR C2 i1C1yjq '� �� PLUG FLOW MODIFICATIONS o °E 4126!06 C2 �% (` D , r' a � I CHIC c�O -E•: 51703 THIS BAR INCH WHEN DRAWING IS FULL sw.�u PLC'', � a 'F C c14 � PRW SCALE. Ov eed�l 6 el•er. ASSOCIATE S wee 425 D arose LEC SCA.E: AS NOTED DESCRIPTION 153 N. Ptret Avenue Su$e 270 xlla Oregon eero. 97124 (3 31 857291] PARTIAL SITE PLAN OWS 6138 REV0 DATE DRN APPD Cateulting Engineers F M IMO1 7 22-23 4 2 PROJ r. EMIR STAMP: I EXPIRES .17/3t107 1 ft1q - - - - - - - - - - - - - - - - - - - - - - - - - f , .i1 P I t i °I I . Ll----.--.- 4 ,_ _ _ - _ _ 7 ___ s ___________,________„___.___________ 7 ____. T. __________,_________ E _______, ___ . ,, , ' I f Al/ ° V �/ aDG512f CELL 1 - 18:13A ) CELL 2 - ` N' CELL 3 ° ' SDG51 . I SDG5129] La DG513 „ II I. )/Rt I 1 • ( II I. I° 1 1 g el. - 1 P - - 4 0 10 or: Pr :O ; k, . ' • • • 0 6, I 1TT1 1 i i Ti � l 30 MLR , ,0 ..,..D l _ _ ___ T TfTT( , LP -- I ° I I -- ---- -- -- - -- -- , ■ • • � • • • %GO � I • • • • �. I � � � � A }� j � ICI , i � � � t, . • • • • . ■ • •f • . • G I I ' ( 8 I �( I , � , o { f L FERS J T � T �, f 1�J • • . G • • • • • � • �i, O 1 • • � , 10° D � ! ; � ! • I I /1 cI , r / , CONC. COLUMN , ., I I ) • � '"' . r � e y ELL 6 #� , '� � . . 1 1 1_ I • ∎ . • CUT UNUSED EXISTING SS ! ! ' al • • • r5ANCHORS FLU WITH • „ • I • • O CON CRETE ( T YP ) . r ! I T T1 1 1. 1 • 0 • SUPPORTS IN CELL 5 AND I ; • ° • r ! •! ! e I I Ii 1T 1 I 1 TlT Tl7 Tl 1__ ___I_1__ I L , 1- 1 f 1 1 T �1 �f TIT T 1 ( I I • i ,o i �i • o •er • • , I I • • • • • • y • • • •�• • • . -`LPA ) � 4 - A - - - - ' y • ■ • • •�•_o o • • •�i . I 1 I . . ,,, ' — _ 7 --” / -z- \ - -- —\ \ ( 8" LPA --- - - - --- - t I I -- � � I T 17 I I � I E 1 4 CENTERLINE AND MATCH LINE SEE DWG M203 \ , 18" LPA !{ � ' 12" LPA ) 6" LPA } � C 18" LPA L 6' LPA } ( 8" LPA r (. 30' MLR 7 8" LPA CUT AND REMOVE EX. 8" LPA NEAR HEADER AND PROVIDE � 8' LPA ) 4 12" LPA ) WELDED CAP ON REMAINING STUB- (VIF) S ,,ED PROFE. 270 CUENT LOGO: PROD NAME NAME SHEET: 5 OF 40 DWG r / /. W DM MDS DATE 6/5/06 WEST YO S T DURHAM AERATION BASIN 1 - oimmim DEN: LEC DWG M201 THIS BAR IS ONE INCH �n Ci '� '� MOSmn.,nn4Rd PLUG FLOW MODIFICATIONS DATE 9/28/06 M201 / `` D �` CHIC CAD FILE t. 51703-0813-M201-8 WHEN DRAWING IS FULL O w p� Ii - s"N.as CELLS 1 -6 PAC � c D � SCALE- ASSOCIATES W....., 0.w,erom C CIA M R, LEC SCALE: 1/4 " =1'-0' DESCRIPTION N. r.t A..no. Sul. Nm.bso .00 x7121 031 7224. 4 PROJ L DEMOLITION PLAN cws 6138 Co C"mulrin P FAX N: FNOR STAMP: IEJIPIRPS: 17/31/07 R E VN DATE DRN APR] 155 N Fl 0r b rr gi necm (S.G) TT�.7JA2 1 ` , ` / I I r 1 I r j j •' 1. DISCONNECT AND CAP 1 1/4" NPW \ - I � ; II 7 . I I I / 2. SEE DETAILR FLOW METERS AND PLUG HOLES. \ ! I I ' I I; ®(SIM) 1 r .! _ _' _, ; L .I z_ - RUN ,,, — _' 1 R R N U NRUr1 RNN - " 1 In, I,uuu , - �' `, nunw ,,, NwN , I I Illllllllllllll ,. SDG 5101 11111 111111111' SDG 5102 SDG 5103' IIIIIIIIIIIIIII Illillll SDG 5104 SDG 5105 IIIllllllllll limoSDG 5106 llllllllllllllllllllllll I 1 iitiiiiiiiIiii1 w 5101 III' IIIII M W 5102 _ W 5103 1I111111111I1111 '11111111 W 5104 _ _ Al 5105 IIIIIIIIIIIII' IIIIIIIIII w 6106 IIIIIIIIIIIIIIIIIIIIIIIII I L J 011ll;amu +iii 11111111/ � + IiliiPliliiiii - - - � F- -- iiiiiiiiii + __ ___ __— = !iiiibunm — lum!!iii :" 'iiliiiliii - -- - - - - - - -- 1 ' , ' 1 i �DG 512 ' ; i, / ' �SP 5102] I , If ��5P 5103 I • / / I (,I CELL 1 I I- - I'I 1' CELL 2 I I I 1' CELL 3 I I , I 1 ° r 1 I — ; — — — 1 1 I•_ — — — — — 1 I w o I I 1 1 SP 5101 tl 11 i I ac, ' % ; SDG 5129 SDG 5130 I I I ' \Rir II C ] % / C ] C I 1 F 11 ! �I I I I �I I �I II, ' 1 II � II I SAII II I ■ 1 I !I Si II ; IR Itl 17i T1 1 l'i III k kl III III ,1,0 -___ Ethyl , I ' '`+ �BAAb10 �' CBM5;04 I I I III � 1 ! 1 1 I I I/ ' II I �4 /� I I '� Eil1 I ' 1 I t ' I ICI / I / ICI I I I ! i 111 , SAW CUT WALL TO EL 162.00. II �'! SAW CUT WALL TO EL. 162.00. �� 1 , - 1 ■ 1 / SEE NOTE WEIR CONNECTI DETA / SEE WEIR CONNECTION DETAIL ' I 1 , ' I 1�1 1.1 / 5. DWGS201 . I �I it/i i NOT 5, D WG 5201 III .I 1 I 1 CELL 6 I I CONTRACTOR SHALL PROTECT 1 1 II / 11i I , I , FLOOR OF BASIN FROM FALLING I I I I CELL 5 I I I ' CELL 4 I ;I �� DEBRIS DURING DEMOLITION. I� REMOVE AND RELOCATE ; 1 } ' I I / 1 / IL 1 6 "LPA.( TYP3) 11i I , ; 1 I I 1 111 I,1 ! I I I / II I lI 'I I 1 I ; I -1----,- _ � _ + � % �� I• /j _` - ( 9 "NPW ) 'I I / l I 11 It1 1 ,l 1 ii I I / III 11 1 I 4" LPA ) f I ( 8" LPA ; I 111 ( 6" l' � III I � /� 6" LPA 1 t I I „ I ; I / L / L i �— I III;�1 LPA I I I 1 iii TO CELL I , I / TO CELL 2 11 / t� TO CELL 3 1 ' I' I 11 — 1 1 ; 1 11 1I II � H B- 5105 AB 5109 1 { 1 1 f 1 11 1 / EOM :5 1 11 1 i f 1 Si 11 1 / CA ; {II II 1 ;1 4" LPA I I I I 4" LPA C I I I I II I I / k I El III ( 4" LPA 1I l 1; I (Np) ) I I o 1; 1 11 1 1 (T I Ti_ I I I I � I I II I � 1 I � ' I R EMOVE GATE I 1 I I I / ��Il 1 I MODIFY CHANNEL AIR ' I ' ; I ; ; I; AND FRAME 1 DIFFUSERS AND PIPING AS 1 1 / , I. 1 11 t / I ,i ;11 I; j I-- WEIR GATE SAW CUT EXISTING VAC 1 1 1 I ij 1 ! ( 6" LPA }1 ill '`4I 1 , REQUIRED FOR NEW GATE CUT AND REMOVE EXISTING I Ia,�! ; � WALLS T REQUIRED FOR I I 111 I PA I ' / !� 1 � 11 — INSTALLATION ; 1 NEW GATE INSTALLATION. it { I PIP AN APPURTE �! } 4 " LPA � i / I� 4 _LPA 11`� 1 STOP LOG CUT AND BAND EXISTING 6" LPA NOTE 162 / " L NOTE t62 11! 111 GRATING AS REQUIRED FOR I ( 6"_LPA I I 4- I I 6" LPA 1 ( ___ - NOTE 182 1 1/ _ "r, NOTE 162 1 1/2" NPW NOTE 162 NEW GATE INSTALLATION I 1 �� 1 .4 / 4 NOTE 162 / 6 "j 1 1: I 111111111111111111111 ry i1 I h! , , p, ` i 1�I 0 : 1 IIIIIIIIIIIIIIItlllll I� ij ; f %Q S 5 m.m �DG 510] �DG 511] a. x � .m aDG 511E 0 gDG 511E I sDG51o7 - _ _: C __ __ a __ _ F __ __ ___ _ ___ __ 1 111111111111111111111 C _ � v I. R.g!� �- - 1 t l 1r r'r J : a 721 v �_ 1 = . 1 I 11111111 1 11111111 REMOVE EXIST STOP I ! `° iJ _ — ° -_ - - - - ° ' PLATES AND GUIDES. I /IIIIIIIIIIIIIII r 1111111! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II Illlllllllilllllllllllllllllll 11M III 11111III 1111 111111111111111111111111111 I —I � Il�llll�lllllllllfl 1 11111111111111111111111111 1 I 6 6666! - - - -- •'.1!!!!!11 1611 1666116666666666666!1...1!x1!6 !6661666661111116161 MI... 6 66116....11611!1611 111111 111111!!111111nij REPAIR CHANNEL WALLS I••l 111111 IIIII! ! — IIIII! —IIIII 111111.. — — — — — 16!!!!•1!!!!11!!!1 Illllilllllltllllllllllll -� � 'llllll "i „ "i x „N,xN 1!, Nri,r,n „N,ri,urixr,Nrr „ r ,! Nr „ IIWIIIIIIII — — :!:111111 "N,N!I � 1111111111111111111111111 „r,R,r „N,rrNx,,,, AS NECESSARY FOR Mr”- Ilitttliiilii' -- _ liiilliiliiiliiilliilii 'iliiiliiiliiiliiiliiilii ; li;il - s - - ril!iilli p11 iliiiii CENTERLINE AND MATCH LINE SEE DWG M204 iiiiiiliilii11;111 _ Il�iliiilii 161 • ' 1111111 SMOOTH FINISH I E - MODIF HANDRAI As „ -- I !1 - - -- n r xrL / 11111111111 - -- . NECESSARY FORNEw _ IIIL,11t1111xt r 1 1111111111111111111111111161 _ _ — _ - 111111 111111 _ _ � — — _ 1111111111111111111 11 11116 _� - - � — r--r 1110111116d I� ��IA — G ATE INSTALLATION ` — ° y — ° _ - -- -- -- — ° -- --- --- - - - - -- — ° -- J ° ___________3._=1 T ° ...4.0. F' D PROF r a 517D DAN: VLF DATE: 6/5/06 WENT LOco: PAOJ NAME: sHEET: 6 OF: 40 DWG N: • 1 - WEST YO S T DURHAM AERATION BA 1 fr o5N LEC DWG# M202 THIS BAR IS ONE INCH WOO PLUG FLOW MODIFICATIO PLOT 9/26/06 �.q�� cr _ - DATE CHIC DAD ALE n/� r. 3oe73 M201-8 WHEN DRAWING IS FULL Ou � below. ' & 425 iMp ` 202 ' (may i ``�∎ ASSOCIATES 1s a CELLS 1 -6 PLC k. NE C CH � e0 SCALE. �1 737 ,9 UPPER DEMOLITION PLAN Pft0.1 LEC SCALE: 1/4 " =1' -0° REV DATE DAN APPD DESCRIPTION 155 N. Ilyd Awnw SOP 270 XRNSery Or 17124 Gm"hirtg er g l nm .r FAX (503) 73:2•2442 PROD t- 6138 ENOR STAMP: I EXPIRES '1213)O7 I U — —J i 1 I V h Y V V V U U V 41 y V V I I I I I I I I I I I ; o o a I I I � - - \''' 1 — I I III ITf � - -_ _9' , , b —_� A ■ I II ° I I ° ° p ° CENTERLINE AND MATCH LINE SEE DWG M201 'a l I .. a ° p � • Ilk --4.— `'- .+ —' -:.—t.--&-- I-T � � _ ° Q _' : ° I . • ° —i -t- , I I' 4 ° I �' ° - - - - - -- --- -- ---- .bA ---- -- - - - - - -- - - - - ° ... ' � ' 1 • 71 ' ° —7 r - Ir I I 12 "LPA ( LPA � � 12" LP —d I 3 6 BFV - I • I• * •• *'•6• O•I•�•• ` u 8 °LPA F) C 8' 8 "LPA u II I °' _- __ -_ :- ____ __ -__ .11 1 / / Ari piiiii■ t , I c _ � REMOVE PIPE SUPPORT • • ; FLUSH WITH TANK FLOOR AT I ; � _ : R '% ° 4110'. :!. I. ° I I I EXPOSED SURFACE, COAT • • • • • ` ' _ / I I 1 I<CONCRETE SURFACE AND or., e, I I I • 1 I I I I ° ENDS OF EXPOSED pi Fi..., FOR MODIFICATIONS I REINFORCING BARS WITH • • • • • • • • • �� C 110 WITH 2 • • :. SEE DETAIL � ' . ' I SI ARMATE • • • _L _ © - 4I , ,9)L • • • • I • • I I I • + ■ I THICKNESS PER THE , I • • • I • / ' 1 /MANUFACTURERS • • i _ / i RECOMMENDATIONS, (TYP 6 - • • N • _! ° • . El; A 00 • • • i I SUPPORTS) • I • 1 I I I • • I I I I • • III ' i • • 1 / b• . °. II to ; P ' • �� I ; _.., I I I I • • H ELJ7 • • i 1 i I �i °11 i • • 4' c • i ,' I I /' A J ' ° , 1 1 • • REMOVE DIFFUSERS, MANIFOLDS, • DI S S, • P) I • • LATERALS AND SUPPORTS • STORE DURING BAFFLE WALL • • • • • I . • I I �• ' • • • • Ill 1 , I • CONSTRUCTION. REPLACE AND • • • • I I I • MODIFY AS SHOWN TO MAINTAIN _ I ( I 1 ANIL I ' ' ' ' ■ • EXISTING DIFFUSER LAYOUT. CUT • • • •, Art iljj . ° I • 10" 13. • ___ • • • • UNUSED SS ANCHORS FLUSH • • • 1 \ 1 I" D A r f — _ - -= • I I I • • WITH CONCRETE. SE • • I ( I • _ -- -_ -_ SPECIFICATION SECTION 11088 C - - -- - - -- I ° __ 1 i FOR DIFFUSER COUNT. • /- -L- /- --,L - - / • - • • • I • • I I I • • /---/- -,z- ----z , I. . ; REMOVE ALL DIFFUSERS, I REMOVE ALL DIFFUSERS, • ( • i MANIFOLDS, LATERALS ; • • • • • ANCUT D SUPPORTS UNUSED SS IN NNCHORS LATERALS E. ° AND SUPPORTS IN CELL 7k • I • • • • • • ', ,, • l • I. 4. CUT UNUSED SS ANCHORS FLUSH WITH CONCRETE. • i • • • I I I • FLUSH WITH CONCRETE. ij , • l • 1 •; I i I I I ■ I I i FT 9• / I • . / , . I I • • j • �`, ; r .r' i . i a , i • , 411/ / . j • I • • I i I • • / / . . ° • • • • • • I N.I / #40 I 0 • t Apr Appie - Afr l • �) • 0 0 0 0 � • 0 0 0 0 •� • 0 0 0 0• — 1 _ _, I ° 4 g 4 ° - a = �— — p ° • = 6 — o = — — • —== = —y —a — — — -- USE ° I DIFFUSER LATERALS DIFFU LATERALS DI LAT ERALS TO BE RELOCATED TO BE RELOCATED TO BE RELOCATED L — ( 4" LPA ( 4' LPA t ____________________________ 6.. ° M POft DM MDS DATE: 615106 CLIENTLOOO. PROJNAME: SHEET: 7 OF: 40 DWG N: C e . ■ D WEST YOST r �/� DURHAM AERATION BASIN 1 LEC Dm.: M203 THIS BAR INCH anwL�r. 'Services '� PLUG FLOW MODIFICATIONS DA glom , , e j oRETJ "� � �, WHEN DRAWING IS FULL CHK CAD FILE*: 61703 D6,341201-8 p , s � v l Ii MO 1315445444, "`srnNpRd CELL 7 PLC I. M203 4 . � . SCALE. ASSOCIATES Wm UFn, 015955 Nlnm H G CM O (553) 55241213 LOWER DEMOLITION PLAN ays 6138 MZ LEC SCALE Suns 27 AWH 1/4 " -1' -0" REV DATE DRN APPD DESCRIPTION 155 IL First Avenue Suns 1tio. Onion 17124 Consulting Engineer FAX (503) 7124312 PROD N: ENGR STAMP. I EXPIRES : 12/3147 i II! 111 l I I 1 1) 1 p1 I I . ; I I .I ■ ' �jL:::i==== ` INSTAL WELDED CAP MODIFY HANDRAIL AS A I I f I I 1 l I Illlllltllllllllillll REMOVE EXIST STOP E i NECESSARY FOR NEW i � I I ' 2" LA III 6" LPA I i � LP_A / I Illlllllllllllllllli! ' PLATES AND GUIDES. ! GATE INSTALLATION {Y/ 6' LPA ) — — I11I11111111111111111 t T j j I L _- - -_ -- _ - - - -_ - --- 1- -I _ - - --- _s �- -- ___ 1= _ - - _ - I 1 1 mull 111 Willi — � — I - -- • -- 111111111!II{IIIIIIIII d)dIII11III111IIII o — ii :7-- " - II IIi rJ 1111 - -- -- 11111111111 o IIIIIP = REPAIR CHANNEL WALLS 1 1 - - - - -- — AS NECESSARY FOR — _ IIIIIIIII111lIIIIIIIAIIIII r� — Illllllltlllllllllll I illlllllllllllllllllllllll } ■ SMOOTH FINISH ' i f11111III111111 r'J 1111111. '• ' rJ 11 II 111 III III I 11111111111111111111 / 11 1 1!!!1!!!1!!! !I!!!I!!I' I!! I! !!I!!llmlln),al11ii1n1lm1m1i11L fngm m)m1!u)!!!1!!IIIII!!Il!!1 !!!!. I! !!I!!.--- CENTERLINEAND MATCH LINE SEE DWG M202 l..L. ,. II!IIIIIIIIIIIIIIIIIIIIII Illllllillllll'. — " " "' 111111 '' "" Illilt — ''.! IIllll "111111 "''' III11 — — — , 1 11111 " " " "' — — — " "" " "" — - - - r r r, r r r wog; !11111 1 " " % C liil 111;II1illlili6!II:•,' 1 tl %!ill! 111:1 1'11:iil! IIr�L•al an: 1:+6:IR)ilf' !1111. F d %iil %ii) 111111 IIII11111111f111111111111 1 I A1E111 ___— o '1 : . ' �� i1 7� ��11 ��f �9 r i 1 ��i :iili J �/'��fi T�yTr/ J f /� J +. 1 1111111111 r-1 1111 {1111 - -- _II o r . L I�Id IdILgIAI�iIISIIIiII _ dL' tllilf{' r' II {ills -- - __ L'O;IIliI11iI,L' — — r — , �III�IItillAltllillli })till: 1 - 111 r — __ — ___ —___ r _ -_ —__ r" �ilLlllllll�dlllll Illllllllllllillllllllllll — O - -- �"rOA • —o— �. — o — moo— �. —_ . —p_ •-- .— I = = ,' r .,,A.,-,, .,,A.,-,, z�i� /- �''''" � 1 _ = = = � REMOVE EXIST = = e {[ _ S DG 5113 SDG 511 ' �DG 511 �DG 5116 �� SDG 5117 — - !�. SDG 5118 SDG 5119 GRATING i = _ _ = °• 1 / - - - ` � i 4" LPA ) `4 I = — i ■ _ __ _ , / ' SAW CUT EXISTING CONC �� ___ _° I "`lll 7_L _ WA LS AS REQUIRED FOR 1 I CUT AND REMOVE EXISTING PIPING REMOVE CHANNEL I I CUT AND REMOVE EXISTING PIPING _° 1 AIR PIPING AND AND APPURTENANCES DOWN T012" f I - -�� _= 14 4'1i% ) NEW GATE INSTALLATIONS. AND APPURTENANCES DOWN TO DIFFUSERS EXPANSION COUPLING. ' , I \34' I __ _ ........ I 12" EXPANSION COUPLING. PIPE OPENING ° = = = I � 1 1 I/ I � 1 1 1 II! INFILL Q \ / I i 6 :LPA ViIIP ! PIPE OPENING I 1111 1 } ^ I _ - _ ink i I 36" AB INFL > ' 1 1 ' Q REMOVE AIR FLOW MODIFY EXISTING i I i I INFILL I I I I PIPE SUPPORT ` I I I METER AND PLUG © ®' I I �+ HOLE, SEE DETAIL 0 (SIM) 1 C a " LPA }-7H/ ' 1 ( { ' I I � � I ( 4"IQA II } I II ' m' . i i II I I II . I I ' I ( i 112 °_ NPW :: , ; j 1 i CELL 7 —}/ I , I I / �\ / �\ 2. LPA ' I I \111\ \1\ lll� I I I I 111 I I II 1 1 1 11} I II t I; I I L j 1 11 II ____IM I� C I 1 i �1 1 '1 1 f i t 1111 {I i 14; l 11 11 t II i:I1 i 11 _ ti : , , ii ' I i f r_____./ , ,,, INSTALL WEL ED CAP ,, 1 1 ' I SAW CUT WALL FOR I ' ,- 1 REMOVE CHANNEL AIR WEIR, REMOVE EXIST } E- p:__,--F.-_--....r_.. : 1 1 _ NPW 1 ir, 1 . ; , II ,, } 1 " Npyy PIPING AND DIFFUSERS GATES AND REPAIR WALL I = ff 1 1 1; / /� ( 2' LPA }� %' � / ili{ ;!�/ ' / (TYP) 4' _ LPA , i'► 4 LPA ) %' �', %. y" ► / %' ff f %, 1 I = = == I III _ _ \-\ \\ > ' t'-�h1\ \ \\ '\-\\- - \ \\ \ - ._ \ �?c � � \ \ \�\ -. \ \'c \ \Y5 3 s \\-'c ' \ \ \ \ \ \\ - \\ + \ . 2 \ \'�'c - - - -- __ -- `�' __— '� % �•�. _ '� % __ — ___ - _ — __ � =, — __ _ --•�i �� 111 -- - -- n, 414 1 C� -1� _ —_ - t i f�-S _ Cl'.; ��, f!' � — — _ "Ai• �-� , . ___ . - - - — - -- Q'.�i i �i� L. I 1 ��i ..• J I _ _ ` -' , ____ ' - ., !ii!!i 'It �4 :i ! , .II '1P ,n ,„„ V - 1 _ •• 11! :11!A+il!:allillSillIiliilpillf If• >_ I.1Parl:IV 11' ! ∎., .Iliilr,. /`�� /A �� Al•+P: P:11!i11911' 1 I it ;ilti�ltA!! - ► 1.11.. / /i� /t�f — 1..:1.. Lr. //// f/ / r r i /f :I �'� 1....1.; I. 1 t • ' r r / /// • !i 1• r ` 1 1 ' P' it ltinl ; 1 ' I i ' I! I I; p li 1 I; !' _ Ail! ill! il!.il!ill!ill!ilf.il!,il!ill!i 1 ' 05Piil!iin i 1 NI iii! !i!t!iiiS ;' 1 ', ' I! 1[ l;' ! 1 I Q I I ! I, I ___ Il./l.+L.d.d1Qa1 11 it iI.I. it 1!.11111 - : 1 II 1t.I d 11 IL. if. 11.,114 11 .11:11111111111i1!111!;111111 1 1, 1 {— 2" LPA I!Iil1 !il iil :d. !iil!i11! II:ii 9 nli11!i ' 1 1 I I' % ' i 'r•Prr 'P'1 I I I'I'I' 1''' 111d1.lI!+11. 2" LPA . d..11. A l'i .ILd.Al.il ® 1.,11;,11,0r, r;+u:m:l!u:nr:a:n� I : Will! 1 1141 . 1 ____— ___— ___� —___ —___ 1 : +P:IVi1'II:IVaI!'l1.lL+P.l1!iy_ r+ ral:Nt:l ------ ----- I!:N!lu,dl:v:e.l - - — _ nr ar +rN.usiu:ru _ J -- ------ - -- - -- REMOVE EXISTING GRATING, REMOVE EXISTING GRATING ----- -' DEMOLISH (5) EXISTING GATES AND —" — 1 INFILL THIS SECTION OF CHANNEL WITH CONCRETE. C { - - �} }1 SEE DWG $210 1 } +1 F� E N: 40 4 yi G I x , 4. / 9s - - C L I ENT LOGO: PROJNAr s+reEr. 40 DWG ENGR STAMP: LEC DWG*: M204 " -.,- • T- om: T- om: MDS DATE: 6/5/06 �� WEST YO S T DURHAM AERATION BASIN 1 CDT .. % . DM � q�� .�� PLUG FLOW MODIFICATIONS DATE 9/28!06 THIS BAR IS ONE INCH AICsi][l •7Cdv�AL1. eSORwrw Re M204 • `�� `` CHIC FILE N: 51703.0613 M201 - WHEN DRAWING IS FULL Our � &a.42.3 CELL 7 Pic r. ' G H1j ' SCALE. A SSOCIATES waYUm,O 33 TONB U PPER DEMOLITION PLAN Gym (503 1 722•2312 PRO,a 6138 EXPIRES 125141 ,'' kLEC SCALE: 1/4=1.-0" REV_ DATE DRN aPPD DESCRIPTION . 133 N fkd Annw 3161_ 270 MUMbaro, OnOpn 17121 C n i ng E ng i art FAX (503 772•R3.I e. P. IN] — — — — — — — — — — — — — — -- — — — — — — — — - — { - -- ■ . NOTES: f I _ I 1. DIFFUSER LAYOUT SHALL BE PER DIFFUSER I I , MANUFACTURER. I 1 h I . I I . p I — _ —_ - r -- ___77_,_ -- 6 r --- - - --- — s Ir_ - -- --- ----- - - - - -. D -- — a -- -. - - - - ___ - -- p. - -- - ° -- --- - -- - -- --____4__ -- -- - - -- —� -- - - -- - ° -_ - ° -- -_�? ' G 1 -II _FI i C DG512- CELL 1 18_LPA ) CELL 2 CELL 3 ffD �DG5 �DG 513 ] • . [_ -- -- - - = - -- - o - - --- - - - - - _i____ - - - - -- - - - - - - 1 it .. \'' I I ° .. I --- -- - -- — `rte - --- e -- a -- i i . ° - , `1p -- T--- - -r - -- - T . - -- - - -- -- - - - -- - -- - -- T T -- --- - - - -4-- I _ u I I L i ...... ...... ,� j Ii A �..1 — — ; , • • • • • • • • • ;, •..... • •• , 11i-1 1-- 1- 1 -��1 -; 11 • • • • : : :: ri I •••••• ••••••• E . 1TT1 I T1 Ii- • I 1 °' 1 ; 1 • • • • • • • • � 1 • • • • • • • • • • • • . q 30" MLR ° • • • • • • • • • • • • • • • • • • • 1 I •..•... ••••••• I I ° i (1��0� I , • • • • • • • 1 _ 1 = = _ �1 __ I i — = 1 =— 1 — = = = � 1 i ___ � 4 , ' , i I • • • • • • • • 1 • • • • • • • • • • • • • • i I I I ' • ; • ; • ,_ ' • • • • • • • • • • • • • • ( 8" LPA ( —_ i • • • • • i • I i • • • • • • • • • I 1 — 1- I I LH _�- -- 1 � \I , • • Hi• •• • ; • • • ••••••• ••••••• I ' I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DIFFUSERS. (TYP) • �` ( 10" D I I • • • • • • • I • • • • • • • • • • • • • • I 1 11. ° 1 I • • • DIFFUSERS, (TYP) • • ° 1-- 1_ i_ _L - —L L_ -[ _1- —1 • • • • • • • • • • • • , CONC. COLUMN,) • • • __— __ - I ..I I I • • • • • NI : : : • ; I, °i • • • • • • • • • • • • 1 T 1 1 • • (TYPOF3) • • • • I .I I T 1 F I I I° i i ; • • • CELL 6 • • • • • CE CLLL L 1111 L 5 CEL 4 ; ' { I • . •.. •_ • • • • • • ! : • • • • • • • • • • • • • • • • • • • • • • • • • ! ! 1 = = =�- I i �___� _��_�_ �_I_ i i ° I • • I • I••••••• ••••••• 1T T1I; ,q TI • • i •p i I • • • • • • • • • • • • • • 1 i i 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . r� •••••• : :• :• :iI••••••• ••••••• IT I , '1 F17F«Fl I j . '1 ••••••• • ••••••• II 1 • • • • • • • 1 I ••••••• ••••••• ' ;; iI• • • • • • • • • • • • • • • • • • , •••••• • ••••••• 1�� I -� �l i i I i o. 11 • • • • • • • • • • • • • • • • • • • i I � '••••••••••• I I1TTI ;; ��f I T�l j ° . • . • . ) I I I •••••• ••••••• -1 • • • • PROVIDE WELDED • • • • • � � � ' LPA • • • • CAP ON REMAINING • • • • • • • • • • • • • • • • • • • • ' ) STUB OF LP ' • I I • • • • • • • • • • • • I I I I I I I I I I I1 ° — 8"-1:717—>—/- ' - I I I —� 1i I ill \ CENTERLINE AND MATCH LINE SEE DWG M20� IHIN--- - I ( 6 LPA ( 8" LPA }\ 30" MlR )--/ I ' " - CPA 6•71- ( 18" LPA � } _ ( 18 8" )LPA ) 4 12" LPA ) • ( B" LPA 4 ( 12" LPA (VIF) 4 ,to PRO4 Ci.. i M Fl . oi CLIENT LOGO: PROJ NAME: SHEET. 9 OF: 40 DWG e: �1 4. DRN: MDS DATE 6/5/06 W E S T Y O S T DURHAM AERATION BASIN 1 PLDT 9 @8/06 11f oaN DON: LED DWG* M205 THIS BAR IS ONE INCH man\ t . avi es WOW PLUG FLOW MODIFICATIONS DA,>: — M'' / CHIN DADF1LEfr. 51703- 0813 -M201-8 WHEN DRAWING IS FULL I�� ' P- C ELLS 1 6 1 sw "425 PLCR C CH SCALE. Ctit eoa� dar. ASSOCIATES Weu line, 0.0. 07 005 1 � t 503l 557aeu . LEC SCALE: 114 " =1' -0• REV,' DATE , ORM APPD DESCRIPTION 155 N. F1rd Awnue SLIM 270 tall sore. Orogen 07124 Co1u"ulnp Engineers FA% (G) m -2342 LOWER P�ROJC 6138 ENGRSTAMP: I EXPIRES : 12,3507 1 1 II , _ ) ii, /1, ,_, 1 1 1 1 7 < ---- — : — ; r / , . 1 SEE DET AILS 1—L--.. ( 1 1/2' HPA s ., ;1 IT _ _ L - - -�'- J I ' ' ____J I 1 ----- 1 — IIIINNIIIIIII' SDG 5101 VIII Illilllll' SDG 5 sDG 5103' 111111111111111 1111 sDG Star T 5105 ° IIIIIIIIIIIII IIII11111 DG 510 iII i!llllllllllllll III I ; IIIIillllililll w 51 III' 111111111. w 5102 I 5103 i IIIIIIIIIII!I11 1!111111 w 5104 _ 1D5 IIIIIIIIIIIII' — 11100111 L w 51°6 111111111111111111111 111 ' L_ j 1111111amm -- 7. --' III — luu°n } lillllllllnm — - - � — _` lmlillll -- ." } liininulnl �Illlf!!m iiiiiiiiiiiiiiiiillllIII I Li I I , Z , � - -,— — — - 3 - - if" - ; - _.7 -- Ti �- - --- -- Lam -- -- - - -- - — E 11 I ti Al" 1 , , P 5 C am— , 8 1 �DG512]' I CELL 1 ' 1 1 1 CEL 2 III J 1 f L LL 2 HH[ ij II CELL 3 11 1 ( I ' 1 I , _ - - - ------ --- ---' - ------- ---- - - -1-- --- ---- --- 1 = ►1 - , O 1 p 1 SDG 5128 J SDG 5129 SDG 5130 - Hill ( L i I; I , I Q I I I II Q I O. I I 1 ( I I I I I I I I (OPP,SIM) ® I N j 1 i ® (TYP) I I I Il I ,' I I ! I T I ►"I j III j,j ,I lil II I I I oil , j i I SIM g I , II I I 1 I CABM 5 o8 I I ( ) ® CABM 5106 l 1 ® Lk I EBM 510HILW'i: (1 1 I { I 1 I I I I II! I}; III I+; I +I 1 1 I I t I I�(� ; ' � o I I I 1 I I I I I I I I I 1 1 1 rJ — III I II ill j ili 4 /V ; I CE LL 6 CELL 5 CELL 4 '1 I , ►► `� I ' / 1 II I I l I I I / ,, I ;I; II, I' III ( 4 "LPA .1 II ' I / 1 , J _ L - , , I J - L — 1I 1 1, I , : " - - i�� I � _, -r- } ��_ r - � 1 NOTE: PROVIDE I // // r HPA TO DO PROBE I I I , l III I II ! l I I ' 1 D G AND DETAIL © { I 1 / / � I I I I! ' 4�LPA III } i I I I I } I '' % /' T I I' ; / / I I / I, I, I � 1 1 TO CELL TO 1 1 I I TO CELL I I I I I; , 1 i� - - -- 1 i ,1. ; I I C 6" LPA ( 6' LPA 6• LPA ) — I I I I4 I (RELOCATED) (RELOCATED) /RELOCATED) II{ , MODIFY CHANNEL AIR I ' I I i l I� . I II I I II { 11 ; � I ( II I ' DIFFUSERS AS l I 1 I I CABM 5109 CAB- 5107 CABM 5105 4' LPR �' I REQUIRED FOR NEW I , 4° LPA ) I li I I ill III I II I II ( 4' LPA , I GATE INSTALLATION l I I I ; m I I; Q (T 'P) i I' I l SIDEWALK I 111 1�1 1 1 11 I I 1 {1 SCUM GATE xiigy I f I 410FCV1614 1410FCV1613 } I COVER i III 1 ;I; INF ILL WALL ;II II; = 1 ® LPA VALVE AND I I I' ' I I, I 1 I I I' FLOW METER D I I t® II I I Q REPLACEMENT , 11 I 1" HPA © R PLACE REPLACEMENT ; ; ( 4" _A I 6" LPA ; i l; 1" HPA I I STOP LOG -_ - -_- - ttt q i� �• 6 °LPA ( } - 6" LPA I 4 LPA I 1 I I ( 1 1 /2" NPW I' e:== -_ s I , ; II I I ( -- ( i 1rz" NPw I I I a "LPA 11 1 l {' 1111 1 1111111111111111 ; L 5' -0" —= _ , ! I ; SD 5108 SDG 5109 ; I - I ■ g ;i 1 SDG5107 f �I�m � C SDG511 � l� 1 =l = == — _ ___ --I - -- _ - -�_ =l —_:_ .� iiiiiii 3 41061503 f - - '- -. 1111(11111111111 > II!i; IIIIIIIIIIIII' 1 IIIIIIiiIIIIIIIIIIIIIIU111111 Inn ' IIII !IIIIIIIIII I- IIIIII, IM,TYP) 9 ' IIII11111111IIIIII! ,-I — L ,� 1111111111111111lll L IIIIIIIIIIIIIIIIIII!IIIIII I I ■ )li II SI!!I I!!I!!!I!!!I! - -- !!!!!!!1!!!!!!!!!!11111!!!!!!1 !!!! ..!!!I!!!I!! !'!1!91 1n!1m - - -- M 212 ;illllingi!in g 1 1!!!1!!!1!!!!11 1 IIIIIIIIIIIIIIIII!Illllll l �� ,... ,, ,,,,, ,,,,,,, ,, ,�, _ _ _ _ !1 !11 1111 1 SEE PARTIAL PLAN, DWG M211 1 !11111 11 1111 ...._!IIII 1 — !,1111 11111 JIIII 1 111111 c tin R R ," u1 - -- -' 1111111 n' "' n1 CENT LINE SEE DW ILI CENTERLINE A ND MATCH LIN M208 — — "dud" ° !iflllfllii " "' "' — V) 11111 I lllll'1oFEIFIT1614IIIIlI1111 - -�'- 1111!!11 r ___— __-- . IIIIIIIIIIII IIIII _ _ ___ 11' — _ _ _ — . �i1�1�11111_;� • F — 11111►III �� , i 111 , E/F 161 .. — _ _ _ _ 1 At It11111111111111111111111 ' IIIIIIIIIII I I 1 1111111111111111111 ' -- —� f-1 0 — I t , T ��— ___ - -_ H.:, _ --"_ ,I --N�1 MIS!!e!. ___ - - -_ - PROFESS CLIENT LOGO: PROJ NAME: 3HEETIOOF: 40 OVJG @ 51 . s MDS GATE 6/5/06 w ESr YOST D URHAM AERATION BASIN 1 � � c PLUG FLOW MODIFICATIONS P`°� 91281°6 °' "` LEC owGw M206 THIS BAR IS ONE INCH ►71 WO °" ' - / '� M206 Rd WHEN DRAWING IS FULL Our eeststtaat Is slur. . ° CELLS 1 -6 P cr. l�y1E� cG`y� CHIC CAD FILE M. 51703. 0813- M1,1201 -t1 0 CN t SCALE. ASSOCIATES W. 1 ..m.Gnw"rTOre — PRDJ LEC SCALE 1/4 " =1' -0' REV DATE ORJJ APPO DESCRIPTION 153 N. Fin* AVMW sun. 270 Moore. onyon 51121 Cu u" ing eg.neen FAX (WJl �� z UPPER PLAN PRa 6136 ENGR STMAP I EXPRES :' 2131 i 07 I I • • • • • • • • • • • • H • • • • • • • • H • • • • • • • • • • • • • • • • • • d • • • • • — © a : • • • • • • • • • • • . • • • • • H I I I I I = I 1/2' 4 TYPE 016 SS TIE RODS, il )15t , I I I • � • (SIM, OPP) o ; 4. — o o LU EO BED MIN l N IF) 8LP i . i . — 1 I 1 M r— v ° I e I I ° a ° I I a ° CENTERLINE AND MATCH LINE SEE DWG M205 . ° alt., ° � (• • e a p f II ...1.. - ^F°I . ° a I I p n A I I b eta — I. a �•,. • 1 a I e I I . • q a p e , p I., I • = ° -- ' I 1 I 1 • L 12 - L - PA 1 Z" LPA � I 8" LPA Q I I 0 Z I . • ,_ ., 6" LP A !-{ 6" LPA }-� ; ( X 36" BFV��` -� � I nimi Q ; : 2 __° V - 8 "LPA �� ▪ • • • • • _ • • • • • b • I • ¢W o • �J• 4 NOTE 4 p FIANG�D ' '0 • • • NOTE 4 J • f P � , NOTE 4 • - • • NOTE • I I COUPLING 10' -0' — � �� MLR a ADAPT n I I j _ • • • ' Z v • • • • } 0 `� v • I� • I .• 3 • ( • i ll I ® I I f I I �I -I -) I I �a I N' ^ I • • • • • I I • I I I I • • • ; • • • • • • III PIPE $ PPO -0 I* MODIFY • I I l I . • I • • I • • I I t ® EXISTING PIPE W i I 4 • • • • • I • SUPPORT ;p . If to 0 o I� I • • • I I • • IP NORTH END OF BAFFLE WALL b ' i i 8" LP A - , ' TO BE EVEN WITH SOUTH END I I I I • • • • • i • -0 OF FXISTING 316" AB INFL PIPE O • I I • • • • I I • SUPPORT. SEE NOTE 2. • i ' ' ' °• I Io 0- • - 0 o - ' j ' ; ; CELL 7A f..". CELL 7B CELL 7C • • CELL 7D CELL 7E ' ; • NEW DIFFUSER a I 10 LATERALS AND DISKS SEE —0- • '.° MEMBRANES AND MODIFY GRID MEMBRANES REPLACE FY MEMB AND MODIFY GRID - • MEMBRANES REPLACE • REPLACE RAN S AND MODIFY GRID ' ' -0 L NEW RALS AND DIFFUSER MANIFOLD, SEE E 0 I i ; ; SPECIFICATION 11088 � SEE SPECIFICATION 11088 SEE SPECIFICATION 11088 • SEE SPECIFICATION 11088 c� SPECIFICATION 11088 I I • 0 II g -0 ; ' 8" LPA I t DIFFUSERS, • (lYP • • • • l• � ) j • • • • • • • I -0 0 I • 1 I 21' -0't 1 9 C t I I 19' -0 "t I • 119' -0• a .I NOTE 1 OT I . r1OF. 1 • I. • NOTE 1 • I • 1 • NOTE • I I I 0----- C tOD I v • • • I I I• • • I ( I • I I 1O-D_____)-N,.... 0 ) I e „ii I 4 � ______ _� i • I • • - - ---- • I � I I I I • • I • • j ■ _ _ • I 1 (, I °- a— • ; • • • • ; • • „ —01/ • ■ � • I • • : 1 • NOTES: ^ I -0 . °• • i • • • • • • 0 • 1. CONTRACTOR TO FIELD VERIFY LOCATION OF I • I I • • I I I • • I I I • EXISTING DIFFUSERS AND COORDINATE 0- • • • • • • • • ° LOCATION OF NEW WALLS TO MINIMIZE NEW CONFLICT. NEW WALL LOCATIONS SHALL BE ' • • • • I • • • • • APPROVED BY OWNER'S REPRESENTATIVE. LATERAL • • I • • 0 BAF FLE WALL I • • • I • I • 2. CONTR TO FIELD VERIFY LOCATION OF W • : • ,� CON Ec TION, • i • , • • W I E 36 INCH DIAMETER AERAT BASIN Z I • I I I : • I I I • z • I I • c INFLUENT PIPE SUPPORT AND COORDINATE ^ ..I LOCAT OF NEW WALLS BETWEEN CELLS 7B o rn • AND 7C AND 7D AND 7E TO AVOID CONFLICT. 0”' ' • • • o g Z I ° i • NEW WALL LOCATIONS SHALL BE APPROVED • • • • • • • BY OWNERS REPRESENTATIVE. o • • b Q Q • • • io Q • • • • • Q • • • • 3. MATCH DIMENSION AT NORTH END OF WALLS -- --- --- -- p - -- - - -- - -- -- -- - --- -- - -- -- --- - -- -- - -- -- ---- C= - -- -'---- --- --- -. -- • BETWEEN CELLS 7B/7C AND CELLS 7D/7E. a ° a o a b. 4. PLUG AND /OR CAP HEADER AS NECESSARY RELOCATED RELOCATED J RELOCATED AIR LIFT PURGE © I AFTER RELOCATING DIFFUSERS. DIFFUSER LATERALS DIFFUSER LATERALS DIFFUSER LATERALS ASSEMBLY, (TYP 2) 5. CONTRACTOR RESPONSIBLE FOR MODIFICATIONS OF EXISTING HEADER AND -- - - ---- - --- -- -- ---- --- ----- — "--- --- - - - - -- --------------- - - - -- DIFFUSER PIPING TO MAINTAIN EXISTING DIFFUSER COUNT E p#C PROFe 0. 0,.E F s .b ORN: MDS DATE 8/5/06 . CLIENT LOGO: PROJ HALE: HALE: sHEET:11 of. 40 - DWG It ,s W E S T Y O S T DURHAM AERATION BASIN 1 � r IIIMENIMMII DEN: LEC DWGt M207 THIS BAR IS ONE INCH �nWd6,t Services WbOl � Rd FLOW MODIFICATIONS D_ ATE. 9 /28/06 M207 Al,.., ' 1�. [1 ' `�' CM CAD FLL „vy E10 51703-0613- M201 -8 WHEN DRAWING IS FULL Oar �,stiE d�• Al sWNar CELL 7 PLC � tiF cc� R LEC SCALE 1/4 " =1' B" SCALE. ASSOCIATES w.0 O men a wove _ C CN 1 53 N. F ind Ammo Sub. 270 NIB.bon, 27124 (�) 667-0613 LOWER PLAN C'� 6138 REY. DATE [mN AP DE SCFUPTON Oregon Comulria Enpinecra FAX (fiO3) 772-2342 PROJ ENGR STAMP: IE%PIRES ;'2131N7 I I I - -- _ ( )7 ; I III INFILL © III 0 © III O — = I . ' 2' LPA / ® ; ' I 111111111111111111111 o _ L[410G1501 I = (SM, OPP) m -m - -� —,,_,_____a_ _ �_ 1�— ' ' �� = t1 _ - -- - =_— -== 1 = =1 __ - -- __ — _a -- I - -1 ..- - -- 1 60111111 nm ■ _ o — a1oFE/FIr1s1s 0 1oFElFlrlsls - - -_ — ° — ° — ° — - -L_ -- — ° -- 41oG1503 r III '-'� Illllfllllll! IIIII - -1 11111P,111111111111111111111111 IIIII ,—� IIII IIIIIIIII I mwammntmn1111 ,- Illlllllllllllllall 11111111111)Illlllllllll(I { I I Ill�i(Il!Illlllllll111111 y _ , 111111 11111111111 _ _ _ _ 1111:1111011111111111111111111 111! 1111111111 _ CENTERLINE AND MATCH LINE SEE DWG M206 10FE/FIT1618:r 1OFE/FIT16191 '11!!1!!!1!!!111:!!1 IIIIIIIIIIIIIIIIHIIIIIII SEE PARTIAL PLAN, DWG M211 JIII HMI 1111 111111' ' : :II @I : :. "'� " " " " "'!!! ::)11111 — ,mm mw mu , 11111111111 — __ - -- Nl n, I, „i., ' - - -- I 11s"I"Ir"R" ;I IIII L'lllli : tIIL'IIhIICIJ"�1R,�11 t"� J :1„;I :;;ii; I 1111111111111111111111111 , ' 1111111 .IIIIUIIII! - - :' -- 1111!!11_ 1- —___ , IIIIII111I - illllll _____ Allllll111t11111 ______ — r--' __ IIIIIIIIIIIIINIIIIIIIIIIOIII IIIIIIIII� — r ____ r 1IIII11111111111111 r llllllllllllllllllllllllll I ii-i , T S DG 5113 410G1502 I a DG 1 5 14 , - -- tt SDG 51 : Y = - -- I 1 _ I _ IOFE/FIT16171 ■ — � , : __ �D 511 SOG 511 �DG 511] �DG 511 1 , I =__�__ �1 w 1410FCV1617 I \ -� 4" LPA ( 8' LPA I • , I I I 8" LPA C 8' LPA 6" LPA I f I PIPE OPENING 8" LPA "BFI I I = __= INFILL Q ■ 141 0FCV1615� 410FCV1616 410FCV1618 1410FCW619 ( 1 "HPA VW SEE NOTE I I I' , I I o I I" ( !1 I I, 11 1 it I . L 'I I' !,;1,I ` PIPE OPENING • , i ( I j I NFILL II I I1 II I - 1! - H FILL EXIST CHANNEL I ( 4' �� I I 1 SEE WG 5210, (SIM) r I I ( 4 _LPA I I} I I I I I' ' I I MP) 1I I 1 • j I I ! 11 II I 1 1 ( 1 1/2" NPW ' 1' \ \ - \ ( 2" LPA > �fi I !1 1 1 I CELL 7A 1 I I ; CELL 7B CELL 7C CELL 7D 1 I 1 ; CELL 7E IIII I II I II i} f I II II II I1 , - -_ 1 II1 I 1 I I 1 , I 4 NOTE: PROVIDE 3/8' T R RA NSMITTERS . SEE o I I I I 1 ° I I I I I DWG E AND DETAIL P SHEET NOTES: A L ' L I I I 1 1. PIPING LAYOUT SHOWN IS �' A ;1 I 1 ® � -- I I I 1 I I SCHEMATIC. LOCATE PIPING I ,, 1 --,. /, ADJACENT TO WALL FOR \� 1I \ \� ,/, I h I . , MOUNTIN II , ,,,,, L 11 j I 11 1 — jl Ij ' i 1 j _ I Ij' I. I 1" N GUARDRAIL i I PIN I I ' I Q GUARDRAIL 1 if I I SIDE BRACKET MO 1 1 NT I'' i ' ; I I I 1 I ( ®i (TYP 5 PLCS) © I 1 4 ® © AIR LIFT PURGE 1 I �' II ® ASSEMBLY, (TYP 2) -� 1 I I , 1' HPA ®BAFFLE WALL FILL EXIST CHANNEL j I I I 410W1501 I I CONNECTION, W /CONCRETE I I I I 1 " NPW , (TYP) SEE DWG S210 EL.161.81 I 11— — - - -- __ - —_ • j I I III 1-----1-4-1- `i-17 ' nm!. :iililililiunnnt Iiunnnnnunnnnnunul I I I I 0 ! 1111111 1111111111111111111111 ' _ _ iiiiiiiiiii 1 I 1 I 1 L _ _ �L— L- 1 --- - - - - - - - -- --------------------------- ' NEW GRATING L —___ 1 Lf- i D PRDa CENT LOGO: PROJ NAME SHEET :12 40 DW3 I, , DRN MDS DATE 6/5/06 WEST Y O S T D U R H A M AERATION BASIN 1 - DSN: LEC DWG M208 I C 51703-0613-M201-8 THIS BAR IS ONE INCH ♦rte' .� W1110 "'O PLUG FLOW MODIFICATIONS 9/28/06 OREGON (` F1N CAD WHEN DRAWING IS FULL &" P R' , 20�+ OQ ....tl,ati/dMr. Stile CELL 7 Pict ry NEC CH`° SCALE. ■ '? AS SOCIATES W lAV 0.V. 07055 QI LEC SGAIE 1/4 " =1' -0" REV D ATE DRN AM) n3 1 ) 657-0819 UPPER PLAN cws X31/07 I MGR: 193 N. fln} Avenue SRIh 270 NIII�be7s, omen 0711 Cornulri Engineers FAX 509 77&7312 PROD 1: 6138 PR ENGR STAMP. [EXPIRES 1 SDG-51-12-1-\\ EQ. EQ. :! FIELD WELD, (2 PLCS) I410FE/FIT1617I Q 410FCV1619 GUARDRAIL, W/ SDE I 410G1502 410FCV1618 MOUNT BRACKET, (Tl P) : 410FCV1616 1410FCV1617 SDG 5115 I SDG 5116 . SDG 5117 . SDG 5118 1 . SD 5119 I 1HPA 0 pp � � � (� EL 165 0 PIPE OPENING (- ___ _ _ _ = r r 11 { _ IL � - J' _ - - f�_ _ - ;; JI I� I E_ ::: - � I /2PW ' i �� r, ,r -n I ir-- -- ---- I � I " r r a � - - -- - �i a -- - - -v . „ B �� N N; . I 1 � �I �� FIr __ -��_ _ - „ �� - _�� _ a _ i �� - I „ „„______=___,. j i I . , EL 166.00 I _ _ -__ ;; _ _ ' lI I o f ] i l� - ' ' '' 1 � " A 4 "LPA U lJ I 1h- ' i' _' 11 EL 163.00 L 1 < . - 10F;:::: y , PIPE OPENING f ;;I410FE1FIT1616I tOFE/F1T1618 " } INFILL I ` . / II EL 158.75 I I o' .. Ark I I - L --_-1 ° I II II i I ' - a • _ - -' 1 I ;__ 'z 1 1 z - - -1• EL 158.50 11----- I ONE HOLE CLAMP ;' ' J NOTE 3 10FE/FIT1615I PROVIDE �� NOTE 3 I �4 _LPA / -- _ • WELD•O LET. (TYP) PPENETRATION. CORE DRILL _pi, I ; (V?) ‘2117 El 16425 + �° � RISER PIPE + `� 8' LPA SPACE EVERY 5 FT. • L. i 8" LPA nouD �= U SUPPORT,(fYP) ®i « ' [ CELL 7E 1 ALUMINUM CORE DRILL ( 8" LPA -- I - �J - EB150.50 I 1147 GUARDRAIL VERIFY IN FIELD PENETRATION EXAMPLE AC SIDE , CELL 7A • CELL 7B CELL 7C . u '' C�% 4I RAIL SURFACE 30" MLR MOUNTING I uI I • U it ii V CELL 7D IIA�i Ii11ii ,.' Cr EL145.50 1 PLUG HOLES AS VVVV I I 1 �'.. ) E RISER PIPE NECESSARY AFTER I ' EXAMPLE GATE BOTTOM . ' M21D SUPPORT, (TYP) A / q EXPANSION RELOCATING a I� j d U - - / ,, COUPLING, DIFFUSERS �� I A I j';�,- EL 143.50 RAIL SURFACE © 10" D ) C 12" LPA ) I V (TYP) 8" LPA )- 12 LPA 1 MOUNTING - -- 11 11 III - NOTE 2 11 __ I I 4 EL 143.06 ® :.1' ' C EL 143.50 qEL 148.00 EL 148.00 VIF �EL 148:00 A 11 I ( �, TOP OF DIFFUSERS EL 143.06 ;. 1, a ,' i v - - - g- -_ H 8 8� 1 + . g_ v JL' " vvvc7 v7 c7v..7 V7c7'77 c7 I TOP OF DIFFUSERS ' • v --- =� EL 142.00 �• e, •:ems_ �'. TOP OF EXIST DIFFUSERS 143.06 • - L___._ (TYP3 GRIDS) _:_ I 1 SECTION F : CUT AND CAP 8" CL 8 "MANIFOLD 142.67 (TYP) MANIFOLD AS REQ'D MODIFY EXISTING SCALE: 1/4 " =1'-0" CONC PIPE PIPE SUPPORT W, ALUMINUM GUARDRAIL �� SUPPORT ALUMINUM RISER PIPE © �� 410 161 W/ SIDE MOUNT BRACKET W 410FCV1619 SUPPORT `tl� 410FCV1618 I 8" "LPA ' ) 410FCV1617 GRATING I .:I/ F WELD lI _ - __ � / '' _ 11 _ 8 IELD p I �` I -0 -- - �' I =__ Y I EL 166.00 EL 166.00 I, II� I - -,I EL 166.00 I 1 I ----In . II -- -- ----- - -- -- --- n „ =7 -- - f (, ( 1/4" HPA ) ' t '1 , , - { 114" HPA I. I410FE/FIT1619I 12"x B " RED I ' `'I � ,I I RISER PIPE ,� 4 "_LPA ) .: ' AIR LIFT PURGE © [ 4" LPA I� I .1 f I 4 SUPPORT I410FE/FIT1617I I ASSEMBLY Vag' I la ' I 1/4' HPA , 14517 RISER PIPE I' ; � I = I. e + __ SUPPORT i ' 2" LPA I II - t i:' 1 " NP W 8" LPA / I p l. EL 158.50 EL 158.50 ° , D I I 8" LPA , ' "J _L ° 1" HPA • 1 k • ° I l r EL 158.75 • 410W1501 {{ ' I ! - RISER PIPE 36' BFV f _ �� ! CELL 7C NOTES: I ' e E L 161.61 1HPA II POCEL 15050 CELL 7D ; , _ � ; I I EL 158.75 1! . ` v� = R - I s I 1. CONNECT TO EXISTING 12" LPA : ; CELL 7E NOTE 1 ��I'I�x ; - 1 -II i 11i101 1" HPA \ \ / E • , LPA AT COUPLING, I..• l ' RISER PIPE © Ali PIPE , :' `NOTE 1 C 158.75 2. CONNECT TO EXISTING B" LPA I. ` -I BAFFLE WALL SUPPORT ®i SUPPORT - A: 12" LPA 7-(8- VERIFY IN FIELD MANIFIOD W/ 8"x8 "x8" TEE. " 3W MLR 18" LP A 11 'A 4 ( ) \ I " _ F ' I CLEL 145.50 J�I-: -- -- I N 30" MLR CONC PIPE 3. PROVIDE TEMPORARY BLIND I . l SUPPORT __ 1' FLANGE DURING 30" MLR C EL 145.50 _ // I CONSTRUCTION IN CELL 7. Z �- % ° ' -- ° -`� � /�� h 18_ LPA ��/ ® I f ° ` ' • `. � � 11 I ; .• . ' ; I 11 � P 18 "L r . . I ■ '4 ' 11 ■ *4 ' 1 i 7S i ' 11 --- '';'..1 ■ w �y c>�' is I ' I EL 142.00 EL 142.00 I • µ I 4 I 1 EL 142 I, ~ • I ^ - �� T d • • I SECTION EXIST PI- D SECTION ION 1: NOTE 2 �- SECTION ® SUPPORT ® SECTION w SCALE: 114 " =1'•0' SCALE: 1/4•=t-0" SCALE: MDS DATE: 1/4 " =1'-0 S ,,y,EAPROgrs % CLIENT LOGO: PROJ NAME D sHeEr:13 op 40 DWG 1: / T OW E 6/s /06 • $ WEST YO S T DURHAM AERATION BASIN 1 q �� PLOr y �� I DSN: LEC mop . M209 THIS BAR IS ONE INCH - Cll�dll �y(,,eq DAB __ WHEN DRAWING IS FULL ' moo ainkona PRS PLUG FLOW MODIFICATIONS M209 � , � .- \i SCALE. ASSOCIATES w" ce DM CAD FILE c 51103-0 613- M209 -11 Oar eamail:a L 4 deaf. ear 42s r u m, onlan 10058 PLC M: E c R LEC SCALE AS NOTED SECTIONS cws 6138 C. CH REV D ATE DRN APPO DES CRIPTION 155 N. FIrr Amuse SUMO 270 Nnlobcrv. Oregon 17124 Gnsulr E n FAX (5031 557 "g ng i"a PROD I1: ENGR STAMP. 1 EXPIRES: 12131/07 I I FIXED GUIDE SUPPORT I SUPPORT 12 GA X 2" SS LPA LATERAL PIPE CLAMPS DISTANCE OF PIPE I TO WALL OR STRUCTURE SS STRAP LPA MANIFOLD PIPE SS FLAT WASHER <12" >12" 5/16' SS = SS FLAT WASHER - 8 LOCKNUT (TYP) CONCRETE OR • ._ THREADED ROD -- = 8 LOCKNUT (TYP) „� � / MASONRY WALL SS LOCKNUT jA� �� SS FLAT WASHER ° ID 1I8' LARGER THAN PIPE OD c 1 /4"x 2' -0" TYPE 316 SS LOCKNUT i •, ■ ° (TYP) ! j & HEXNUT (TYP) SS BAR FORM TO —� � 518" TYPE 316 SS BOLT (TYP) SS FLAT WASHER �•� , MATCH PIPE O.D. '/ �„ � _ �, �■ & HEXNUT (TYP) �iril ,/ �• � = °° � TYPE 316 SS 9/16" DIA (MIN) SS rib\ L 2"X2 "X114" SS �? � 4 "ir 1r■ e�� = SUPPORT ROD =•' • (TYP) ■ i - SS HEXNUT 518 DIA SS EPDXY SS H ANCHOR & LOCKNUT, ° SS STRUT 1 /8 MAX i' 5l8 "x 6" TYPE 316 = = — , 3/8' SS ANCHOR • ANCHOR (TYP.) c.§4 • 1111 ■ ■� 1 111 EMBED 3" _ __ ° • �� °�� NOTE: ALL COMPONENTS SHALL BE TYPE 7, I 316 STAINLESS STEEL. 1/2" DIA SS _ a a • . a tr . EPDXY ANCHOR a ::' NOTE: ANCHOR PER MFG. RECOMMENDATIONS NOTE: ANCHOR PER MFG. RECOMMENDATIONS RISER PIPE SUPPORT AIR LATERAL PIPE SUPPORT MANIFOLD PIPE SUPPORT ONE HOLE CLAMP DETAL • DETAL Ng D ETAL ® DETAL XX NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 3" min REMOVE EXISTING FLOW e INDICATOR. MOUNT NEW I FLOW INDICATOR, SEE BOLT THRU IV SUPPORT AND I GROUT AS —? = FLANGE - LPA RECOMMENDED BY SLIDE ° d e , ° �i� ' - . ° - MANUFACTURER : QI 1314" (TYP) !!! J -SEAL I' IPI 4 _ ° .. ° ' BOLT — - -- ANCHOR BOLT, — 410FCV1613 T q (TYP) SIDE RAIL °. - ~ - -- - I 111 4 0 CV1614 Clime .' -° ANCHOR BOLT, II " -l ' z G I (TYP) AND ASSOCIATED METER Eo Z I % , . — = , — • ` ' CONC �� % / / /�� • REMOVE FLOW APPURTENANCES AND • t „„., .' - WALL c�.::../ ,�..��.w PLUG HOLE „ „,� 1 :.. t , c;....., ,• , VARIES �r I ■ ,S'{ "III ..III GROUT AS y R EMOVE EXISTING WATER =I''' I .. . ,I RECOMMENDED BY 10FE/FIT1613 I , : -. —... 3' -0” max FLOW METER. PLUG 1 1/4" NPW ^� I" " MANUFACTURER 10FE/FIT1614 4 LLi �, ' ' co CONNECTION IN LPA PIPING ADJUST 316 SS L3x3x1/4 TO CAP EXIST I ANCHOR BOLT, (TYP) 4 1 1/4" NPW ; BEARING STRIP MAINTAIN TOP LEG NORMAL / TYP LEGS ' TO PIPE CL \ I I I 8. LFA l NEOPRENE SEAL 1 I 4 / SLIDE IF EXISTING CONCRETE I SLIDE STIFFENER FLOOR SLAB I NOTCH ANGLE TO ° CLEAR BOLTS AS 3/4" EPDXY SS 4 4 I REQ'D ANCHOR, 4 " EMBEDED (TYP 4 PLC'S) I NOTE: NOTE: 4 -- ''' 1. DETAIL SHOWS EXAMPLE SIDE RAIL MOUNTING 2. DETAIL SHOWS EXAMPLE BOTTOM RAIL MOUNTING ARRANGEMENT. SPECIFIC MOUNTING REQUIREMENTS ARRANGEMENT. SPECIFIC MOUNTING REQUIREMENTS '. -4 �. � WILL BE DETERMINED BY GATE MANUFACTURER. WILL BE DETERMINED BY GATE MANUFACTURER. 3/16 D2 < RISER PIPE SUPPORT LPA VALVE AND FLOWMETER REPLACEMENT EXAMPLE GATE SIDE RAIL SURFACE MOUNTING EXAMPLE GATE BOTTOM RAIL SURFACE MOUNTING DETAIL © � DETAIL SEE NOTE 1 DETAL SEE NOTE 2 Viiir NOT TO SCALE SCALE: 1/2 " =1'-0 NOT TO SCALE NOT TO SCALE � P NOFES S„ oy CLIENT LOGO: PROJ NAM, sHEET14 OR 40 DWG A - f o " oaN: MDS DATE. 6/5/06 ■ �_ W E S T Y O S T DURHAM AERATION BASIN 1 PLUG FLOW MODIFICATIONS " 09N: LEC Dwor. M210 s12a/°6 THIS BAR IS ONE INCH ][ � WOO "�■ 4. WHEN DRAWING IS FULL �� M210 • !A� , Om Msm1 1s a kar Suite PLC R CHIC CAD FILE M: 51703-0 813- M209 -11 SCALE. ASSOCIATES TAA urn ow. woes _ F C H1�G LEC scw E: AS NOTED REV a DATE oan APPD DESCRIPTION 185 N. F1.1 A1°na. S■xa 270 11310e re, Dnpea 37124 Consulting Engineer, FAX iii a-mi SECTIONS AND DETAILS It 6138 ENGR stamp I EXPIRES :12/31/07 MNOFt - -- I( I ij I • = = = =� i I 1'0 ALUM 410FCV1614 1 GUARDRAIL I 410G1503 I - - -- _ CELL 6 I I I -- - I 'NMI. WALL 4" TOE BOARD == = = 4100, 1501 I I ' I , S ECURE GRATING \ - O - I TO C8x11.5 w/ SS L5x5xZx5 / N ( 2) '0 SS GRATING CLIPS ADHESNE w A w/ - - - - - -- 0 - - II - - SECURE GRATING I p . — - Or EMBED -- -- -+ — 0 • v �l — 0 TO C8x11.5 w/ SS ■ - - - -- - • GRATING CLIPS I III 1111111111111111 �� II IIII IIIIIIIIIII Ii 1111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII s Ii�E Ill. ERNE II!I!I; .1!II!IlIIII - - r--" i ,� IiiiiiIIiillll 1 11 h Evil °IIII! MUM. 1 � ICI I�i�I - - ® ® — ': • 1111111 i; iiiii1111 - - - � - 11111611 2 m (2) "o • C N -- - - ° . O ° 01 - A316SSBOLTS i 66 �� sz EXISTING 8" FE/ �� aim � ^1 Icy -` "� ll CHANNEL WALL _ T ll-- ----- -- %/ r % /iii., 1 1/4' I SDG 5113 I 410G1502 1 1 5114 'r/■ t■ 6 4 ' -0" 1I . 1410FE/FIT1615 / 4 C8x115 STD. ALUM SIDE CBx11.5 / Lpq � `V MOUNT BRACKET I I 1 GUARDRAIL SIDE MOUNT I r w/ (4) X "0 BOLTS I / BRACKET, (TYP) Q NOTE: ALL STEEL COMPONENTS SHALL BE HOT DIP 8" LPA ■ ( 4" LPA 1 410FCV1615 1 I I GALVANIZED AFTER FABRICATION UNLESS STAINLESS • - CELL 7A , �1 I GRATING SUPPORT NOTES: PARTIAL PLAN AT NORTHWEST END OF CELL 7A 1. CHANNEL IS APPROXIMATELY 4' WIDE BY T -3' FEET DEEP. DETAL CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AS 3" =1' -0' • SCALE: 3/8" =1' -0" NECESSARY PRIOR TO GATE FABRICATION. 2. CUT AND BAND EXISTING GRATING BOTH SIDES OF GATE. . PROVIDE 5 FT LONG 4 IN X 6 IN X 1/4 IN AL CHECKER PLATE ANGLES FOR TOE BOARD ALONG BOTH SIDES OF GRATING © OPENING. BOLT 6 IN SIDE TO GRATING WITH 2 -3/4 IN DIA BOLTS HANDRAIL ® EACH PLATE. O EYEBOLT MOUNTED IN HANDRAIL - -- r ABOVE PURGE VALVE 1/4" X 4" SS TEE HANDLE I I I I I I I I I I WELDED TO ROD 1 C10 I 1/4' X 4' SS TEE HANDLE WELDED TO ROD GUARDRAIL I I I i - I (C I I �'�. I (CANTILEVERED) GRATING I I \ I I (TYP) I GRATING 1/2" R • 1 /4 "SS ROD -_ I I - -- I • . • ■ 11 T &B 1/4 r 114" SS ROD �-k I I I Q .O \ CLEVIS TYPE CONNECTION I d TO BALL VALVE HANDLE ! I • ; s t WALKWAY _ CLEVIS TYPE CONNECTION ' DETAIL � - ° I • L 3x3x3/8x0' -5• ' 1 �- w TO BALL VALVE HANDLE • - - -- -- -� - - - I - _ ON i EL 163.75 ±1.5" - -- till- -- • : .. .' I. d BASIN WALL J VALVE SUPPORT BALL VALVE Y1 PARALLEL PIPE CLAMP I • 78• I BRACKET- UNISTRUT OR B -LINE {{ ( - -- - i (ALUMINUM OR STAINLESS _ ° J ___— _ I BRASS BALL VALVE STEEL WITH PARALLEL PIPE STAINLESS ° N. • . • ` - • • • r j —_ WITH DRILLED HANDLE . CLAMPS AT EACH SIDE OF STEEL PURGE LINE J C10 • FOR CLEVIS VALVE (B LINE 82072, OR . -ma . _t.----- 1/4 CONNECTION EQUAL). VERTICAL CENTER OF , '• •• NEW SUPPORTS • • STAINLESS STEEL VALVE TO BE LOCATED A • ° ° TO CO C F C10 Q 4 d PURGE LINE MINIMUM OF 18' FROM FACE OF I d • WALL. ATTACH BRACKET WITH 2 ', a I ' EACH X 4' STAINLESS STEEL I A • EXPANSION ON ANCHORS 14._1 , Y`- AIR LIFT PURGE ASSEMBLY SECTION wir NOT TO SCALE DETAL SECTION - SECTION - NOT TO SCALE SCALE: 1/2 " =1'-0• SCALE: 3• =1'-0• So p PRop s ♦o I "Et % LEC DWOt0 M211 THIS BAR IS ONE INCH CLIENT LOGO PROJ NAME: siwk�:15oF: 40 DWG r. x r MN: MDS DATE 6/5/06 rr_II_ W EE S DURHAM AERATION BASIN 1 (� Mt LEC FLOW MODIFICAT " °T 9/28106 �� OREGON' / c ►v ` I DATE • � �>o 4. CHt CAD FILE *: 51703-0613.M209.11 WHEN DRAWING IS FULL Our �t b d� • Silts PARTIAL PLAN, PLC!. ' 4 ' 6 C SCALE. y ` A SSOCIATES %v..* Lbn, ONO. Dross ■ C C 1 PRQ : LEC was: was: REV DATE DRN APPo AS NOTED DESCRIPTION 155 N. Mt Menus lulls 270 14010b0/0, Ilbora, Oregon 97124 C ln,ylrin` Enginars FAx ts a�uiz SECTIONS AND DETAILS c 6138 MR STAMP, jE%PRES: +Tntm MN OR EL 166.00 ------------ EL 166.00 • • j 6" ° i FIELD WELD, (2 PLC'S) • .0. v � � � -. g f I 6" LPA F . . i l -� 6" LPA INSTALL NEW SS PIPE, I ° RELOCATED 111 1111 6" LPA (TYP BOTH ENDS OF i I C EL 164.25, (VIF) RELOCATED PIPE) o' p , - NEW S AW T ' n. . 41 • SECT ION OF EXIST WALL EL 162 ° EL 162.00 R - k n N n R 6" LPA b / 6" LPA a' ` j RELOCATED . ` - ° ;` . RELOCATED Ct EL 161.50 l � / I I I " A I EL 161.50 -, — ° fl \; a L c'fj ` 6" LPA Y RELOCATE EXIST RELOCATED _ _ PIPE SUPPORTS, C EL 161.50 NOTE: e . (TYP) CONTRACTOR TO FIELD VERIFY REQUIRED G • d ' NEW PIPE LENGTHS PRIOR TO FABRICATION / 316 SS EPDXY Q � Q ANCHOR, EMBEDED SECTION SECTION � � , � (TYP 4 PLC'' TIMMN S) �1 E, SCALE: 1 1/2" =1' -0" SCALE: 1 1/2 " =1' -0" ROUTE TO SIDEWALK PENETRATION LOCATION AS SHOWN ON DETAIL O 1 1/2" HPA N SEE DWG M206 1 1/2" HPA ) ® u J c EL 165 00 FOR CONTINU ATION I f j +& ^.7.d Y� ° a ,.t .�'Y' C } i � tic �, a ' . r 1� - `.J__ g � Y y N' 6 ; ;,, h ,' F y a ' \, I. r 'w �'� t, i . �^r , ;, ," a< ;T, e i t`± 4 W,` e r .ns . 1. �� c k ' A ��a'7 ' _ 1 _ � f_ I 1. .1.;._„.....,...._, 12 I I Wf ' ______)- — Sa T ^ ., • �9 f do - S } � � 1:' PA r 1 1/2" H SAFTEY VENTED ISOLATION BALL VALVES. ALL BRONZE CORE DRILL PENETRATION TO RFTE SEAT, TEFLON PACKAGING, 600 LBS WOG, SAFETY TUNNEL BELOW. SEAL OPENING WITH x 1 112" TEE TUNNEL EXHAUST PORT TO EXHAUST THE DOWN STREAM SIDE 1 1/2 SIDEWALK PENTRATION NON SHRINK GROUT. WHEN VALVE IS IN CLOSED POSITION. LOCKING HANDLE APOLLO OR EQUAL I DETAIL DETAL hEg ED PROF I ti 1 ' , 61 rc F S'0 CLIENT LOGO: PRODNME: SHEET:160 40 DWG i J� O ; � � DSN: LEC DWG P) M212 DRN: MDS DATE' 8/11106 WEST r0 S T DURHAM AERATION BASIN 1 — ; ' P Ah: s /26/os n �` THIS BAR IS ONE INCH C t{eaIIW '�,`� ' ' PLUG FLOW MODIFICATIONS D n/�21 • , '� WHEN DRAWING IS FULL 1B00 F°" " � P � M iH N ° •• ,2 CHC CAD ME*. 51703-0613-51212 _ _ Al Oarw �ilantYdr r. sm•4u PLC* F c. cH' SCALE. A550C IAT E5 wreue _ - PRa LEC scue AS NOTED nev w,1E DRN APPD DESCw'noii 152 N. Met Avenue 27n HII btstr Oregon 97124 Consulting Engineers FAX i i 722.2342 DETAILS 70 6138 ENGR I I MNGR, EXPIRES 17Atp'! 1 ` \ w.a8. �\ 36' SECONDARY - -I'VE SAMPLE EFFL NOTES: O REMOVE ! XlST1NG STEEL LANDING PLATFORM AND GRATING. APPROXIMATELY 4')(4 AND 7 ASSOCIATED HANDRAILS. REPLACE HANDRAILS PER DETAIL ANS202. i ` . SECONDARY EFFLUENT Box Q REMOVE EXISTING CLARIFIER SCUM MECHANISM. INSTALL NEW MECHANISM (PROVIDED BY t! WILY E PR OWNER) PER SPECIFICATION 11340. REMOVAL SHALL INCLUDE SCUM ARM, BEACH. PIPING I 2o' BUTTERFLY VALVE \ . 1`� AND ELECTRICAL CONTROLS. ` �, \ � pr 20• SuR6E �` v 0 SCUM BAFFLE AND ANGULAR SUPPORTS TO BE REMOVED PER SPECIFICATION 11340. NEW BRACKETS TO BE INSTALLED AND EXISTING BAFFLE TO BE STORED AND REINSTALLED PER �4 • SPECIFICATION 11340 AND DETAIL AIM302. INSTALL BRACKETS EVERY 2 FT, FULL �E c � S 1 CIRCUMFERENCE. 1I iy, I O4 CUT AND REMOVE EXISTING SCUM BOX AS REQUIRED TO MOUNT NEW SCUM SOX, SEE k DETAIL B/M302. REPLACE WITH NEW. SEE DETAIL 01.4302. NEW SCUM PIPING SHALL BE I � 1 BALL VALVE CONNECTED TO EXISTING SCUM Fit l I/ f 1 V/ 0S REMOVE EXISTING T CHEMICAL FEED PIPING. FULL CIRCUMFERENCE. CHEMICALS WILL BE Sc Ni FIT ' `t REMOVED PRIOR TO NOTICE TO PROCEED. CUT PIPE AT WALL FLUSH WITH CORE . 2V2." 6' `,�; O . a {� I W 3 CONTRACTOR TO VERIFY ABANDONED HOLES W/ OWNER PRIOR TO GROUT FILL _ `v, 6O COATING ON LALNIDER WALLS AND FLOOR TO BE REPLACED FULL CIRCUMFERENCE. SEE 45•ELL ��\� 0 SECON Y RLFI y DETAILC/ M302 AND SPECIFICATIONSECTtON11340. z71.•eu. I J / R CLA ER N?- 1 � �� . DRAIN J 5GUMTR000 H \V,�•, 11/41 . i - DISCLAIMER: rev ow ��'• I Et‘ EXISTING AS -BUILT DRAWINGS AS SHOWN ARE DATED MARCH, 1973. DRAWINGS t� . WERE OBTAINED FROM CLEAN WATER SERVICES. NO GUARANTEE AS TO THE � PEWS- t COI t:18 EXISTING FIELD CONDITIONS. CONTRACTOR TO FIELD VERIFY AS REQUIRED. I * - *Ok � \\ }'PIN • 1 - - - tie \. �• i - - - - - - - - • I i9 i-. �' \��' - I I PW 24" ACTIVATED /� ��i � I f V, 1 � El f j SLUDGE D}{AWOFF . I I `b e t \■ TYP 4: 3 / �/ III >� I I I I 1 1 �; � � i a4 , �� i ' I I I �r � � cF 'I I �y I � " I . I � n "P % \ % ` . � ` LIB sLWRRY I I II -42 INFLUENT '`f 4 ' CL "JO I I / I I 1 P W I: 4 � � ` I `ALU SECONDARY 1 I � � ; —m i \ �,'` I* POLYMCI� CL ARIFIER_.. I N� 1 I, I I AMT f } piLER �` \ • ` � I CLARIFIER EQUIPMENT AND DRIVE P 3 '' I t I MECHANISM NOT SI4OWN• MINOR. CHANGES +/ ^ I I I FOR EQUIPMENT SELECTED WILL ` `pyt � �_ E.E. PERMITTED WIT41 AP OF T11E 4 � I ENGINEER.. CONTRACTOR SHALL VER Vy H g P1 jy i I I ALL DIMENSIONS FROM THE MANUFA 4. ,, �u I I I APPROVED DRAWINGS. I�•Pw I [� � . I LIT,. �t Q I I I `b6 ' , � I I • t lic I pr 1 j I -. i 6'PLusvA.LVES I'liii I I I I •F;M.�s,r 11.1111 R ri�>1iillii 10N BASIN 11111111 I ---__=_ 2•PW � PROF CLIENT LOGO: PROJ NAME: sHEET:17 OF: 40 DWG x: m� ,` r DRN: VLF DATE 6/5/06 WEST Y O S T MMIMMIII DURHAM AERATION BASIN 1 MN: CEP DWG?. M301 THIS BAR IS ONE INCH �nW PLUG FLOW MODIFICATIONS PLOT 9 — M301 � -C N J Sl � CHIC CAD FLEE St�03-0et3 -M301 WHEN DRAWING IS FULL Oat I '' ° �"`"""°"° DA SECONDARY CLARIFIER 1 PLC x: �q /p PE SEP 9- _ ,, - SCALE. �, ASSOCIATES W'••. OW. x>0,,.. C II 651 +2 DEMOLITION AND IMPROVEMENTS DINS 6138 MNGR LEC scut: 1/16 " =1' -0' APPROX REV x DATE DRN ADM DESCRIPTION , A�w swfi. 270 ,��,,,, won 1R124 CA.nutr(ng Engineers FAx (603) 722 -2242 PROJ p ENGR STAMP- I E%PIRES 1 12x1106 B rill- . EXISTING ANCHOR BOLTS, EIMCO SCUM BOX AND FIELD VERIFY BRACING. INSTALL PER MFG.'S ERECTION DRAWINGS i - - -- ilik ___ 3/8' 316 SS I CUT AND REMOVE EXISTING // . 1 � - . .: 7 U �' i s A SCUM BOX. FILL ANCHOR BOLT A i. � w • A HOLES WMON SHRINK GROUT. _ � REPAIR WALL SURFACE :a I . ` - • j 7 I I BENEATH BOX AS REQUIRED. y . 1 6 " PIPE, 316 SS, / 111♦ a r '� REMOVE EXISTING BLIND l I.' WELDED c 1 FLANGE FROM 8" SCUM PIPE "- . i CONNECT NEW SCUM ° i NOTE: PIPING TO EXISTING 8" T NEW BOLTS TO MATCH I I a ' SCUM PIPE FLANGE + I 1 3 EXISTING BOLT / 114 J h I REPAIR LAUNDER COATING AS ° .I I' •; 6" DIMENSIONS. MATERIAL EXISTING METAL SCUM BOX I : ' SPECIFIED IN SECTION 11340. I TO BE 316 SS : I + a� / a� j I COVER EXISTING SCUM BOX , :-. I .,, , .... HOLE W/ • 1/2" SS PLATE, MIN. 2' I ti dd ; I 1 I• ; PLATE BEYOND HOLE ON ALL A.; , SIDES. SECURE WITH A MIN 4 B ANCHOR BOLTS, 3/8 " 0, 3 EMBEDMENT. SEAL ALL �« ; ___ '1..4:9 J 6 „ 1 �. AROUND FOR WATER I p g * TIGHTNESS. : "`�' �� i I.: /4" Y6" /6" 2Y s ' ( ."n++ . h tI �4" 33 1 3 13/4" 112" 1' 1y2" ; � -r ti�'i ? h'y� r 3 o - ' s — ES n:. rr p•. ,... x vir u ex v r..nt. ?� 1 At 41,1111 6u SCUM LOCATION OF SCUM 6" SCUM io �= ACCORDANCE WITH EIMCO BOX INSTALLATION INSTALLATION DRAWINGS. SHALL BE 1N • SECTION A -A SECTION B -B SCUM BAFFLE BRACKET SCUM BOX DEMOLITION SCUM BOX REPLACEMENT Alk DETAL DETAIL Nip DETAIL Ilek SCALE: 6 " =1' -0" SCALE: 3/8 " =1' -0" SCALE: 3/8 " =1' -0" • 5 r 6l Mf �O CLIENT LOGO: PNa NAME SHEET:18 OF: 40 DWG w: o S DATE: 8/15/06 �� WEST Y O S T DURHAM AERATION BASIN 1 t !Ms DSN: moo: M302 THIS BAR IS ONE INCH CleanWaleiterViCeS �� PLUG FLOW MODIFICATIONS PLOT 9/28OREGON /06 _ cOR OREGON Soe DAM: WHEN DRAWING IS FULL Oarwolewt4don. Suns 4M SECONDARY CLARIFIER 1 PLC M: CNN CAD ME* 517034)613-14302 2 M302 F PEZEP SCALE. ASSOC c IATES W«+� ", o=w" _ � c' ro 6138 LEC SCALE AS NOTED REV DATE DM APPD DESCwro PTN t55 K iL+rl Ammo fulls NIM m 270 loro, Open ss Consulting ErQ +r,een FAx c 503 sm 657886578813 TAI �^> r22-23+2 ar. ENGRSTAMP. I IXPIRES:11111bE I I GENERAL STRUCTURAL NOTES: CONCRETE: I 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS MINIMUM STANDARDS FOR CONSTRUCTION. OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ". 12" EL 164.0' MIX PROPORTIONS SHALL BE PER ACI -301, METHOD 2 OR THE ALTERNATE 2. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2003 PROCEDURE. SUBMIT MIX DESIGN FOR REVIEW BY STRUCTURAL ENGINEER Y EL 162.27' INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE 2004 OREGON FOR APPROVAL PRIOR TO CONSTRUCTION. 2" CLR I STATE STRUCTURAL SPECIALTY (OSSC) BUILDING CODE. (TYP.) 6 2, CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI NEW 12" CONCRETE 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE IN 28 DAYS. SLUMP SHALL BE 1" TO 3" FOR FOUNDATIONS 1" TO 4" FOR OTHER BAFFLE WALL w/ CONNECTION TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES USES. EXISTING BASIN WALL OR INCONSISTENCIES. #5@12" E.F. SIMILAR TO Q I 4. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED 3. ALL CONCRETE SHALL CONTAIN 5% (t) 1% AIR ENTRAINMENT BY VOLUME. EACH WAY AIR ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI - 604(306). HOT J 2" CLR. TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY WEATHER PLACEMENT SHALL CONFORM TO ACI -605(305). MECHANICALLY / (TYP.) OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. VIBRATE ALL FORMED CONCRETE. DO NOT OVER - VIBRATE. PLACE CONCRETE EXISTING / ' MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT GATE J 5. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE ALL CONCRETE FROM PREMATURE DRYING. OPENING STRUCTURE PROVIDE SHORING AND /OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN 5. CHAMFER ALL EXTERIOR CORNERS 1!2" UNLESS SHOWN OTHERWISE. #6 @12" EF. Z I STRENGTH. ALT. HORIZ. I 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED #5 @1 2" E.F. DESIGN LOADS: PER 2003 IBC 8 2004 OSSC THAT THE WATER/CEMENT RATIO OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH TOP OF NEW FOOTING, ASTM494, USED IN CONFORMANCE WITH MANUFACTURERS INSTRUCTIONS. #5 @12" E.W. TOP 1603.1.5 - EARTHQUAKE DESIGN CRITERIA SUBMIT ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. FINISH WITH 1:12 SLOPE 3. -0" % NEW 12" CONCRETE ANALYSIS PROCEDURE GENERAL PROCEDURE, 2" BAFFLE WALL w/ I PER IBC, SECTION 1615.1 _ ^� ��- 7. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. CLR #5 @12" E.F. SEISMIC IMPORTANCE FACTOR, IE 1.0 AGGREGATES SHALL BE IN CONFORMANCE WITH ASTM C33. COARSE ! + MIN EACH WAY SEISMIC USE GROUP GROUP I SITE CLASS ____________ SITE CLASS, D AGGREGATES SHALL NOT EXCEED 3/4 "• WATER SHALL BE CLEAN AND POTABLE. � i SEISMIC DESIGN CATEGORY _.w._..____. ._ CATEGORY 0 EXISTING SLAB 1.$. I I 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 SEISMIC RESPONSE COEFFICIENT(S), Cs __- 0.183 (WORKING STRESS) MAY BE USED FOR #3 AND SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ' 4 .. i EL VARIES 141.75' TO 1420' ACCORDING TO ACI MANUAL SP-66. f STRUCTURAL OBSERVATION REQUIREMENTS: 1 UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND #5x12" LONG SMOOTH DOWELS @ 12" 5'-0" 3" CLR REDUCED WALL SECTION SMALLER BARS, 2" FOR #6 AND LARGER BARS AND 3" WHEN POURED AGAINST EACH SIDE OF FOOTING. 0 I THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE EARTH. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR EMBED INTO EXISTING SLAB 4" # 5 @ LONG. SCALE: 1" =1' -0" OREGON LICENSED PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER TIES. w/ HILTI RE-500 ADHESIVE. OF RECORD, TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH COAT END OF BAR IN NEW NOTE: SECTION 1702 OF THE INTERNATIONAL BUILDING CODE. 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF FOOTING WITH BOND BREAKER. REINFORCING SHALL BE SPLICED AT ANY LOCATION. UNLESS OTHERWISE INSTALL FORMED Y2" VERTICAL STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2' -0" AT CORNERS CONTROL JOINTS © 10' -0" o.c. I SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL AND WALL INTERSECTIONS. BAFFLE WALL/ FOOTING SECTION 1!4" SS TYPE 304 CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT WEIR PLATE SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE 11_ FORMWORK SHALL BE IN ACCORDANCE WITH ACI-347 "RECOMMENDED SCALE 1/2" =1' -0" t STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR PRACTICE FOR CONCRETE FORMWORK". FORMS SHALL BE DESIGNED BY THE NOTE 1 WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INCLUDING CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE NOTE 3 I SPECIAL INSPECTION, AS REQUIRED BY THE BUILDING OFFICIAL OR AS CONCRETE HAS REACHED ITS SPECIFIED 28 DAY STRENGTH. ALL SHORING 45° INDICATED WITHIN THE INTERNATIONAL BUILDING CODE. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, NOTE 5 AND SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: EXISTING i DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE `- - CONCRETE #5 @12" E.F_ DOWELS 6" BUILDING OFFICIAL (AND THE ENGINEER OF RECORD IF AN ALTERNATE DRAWINGS. ;� WALL USE HILTI RE-500 1' I ENGINEER IS USED FOR STRUCTURAL OBSERVATION). AT THE CONCLUSION OF ADHESIVE. EMBED 6" + `s THE STRUCTURAL SYSTEMS, INCLUDED WITHIN THE PERMIT, THE STRUCTURAL SPECIAL INSPECTIONS: OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER (AND 6" "��l THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR AN INDEPENDENT TESTING LABORATORY CHOSEN AND HIRED BY THE OWNER 3 STRUCTURAL OBSERVATION) A WRITTEN STATEMENT THAT THE SITE VISITS SHALL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF NOTE 2 HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING AREAS OF WORK: . . 12" I BEST OF THE STRUCTURAL OBSERVERS KNOWLEDGE, HAVE NOT BEEN 6 RESOLVED. 1. SOILS COMPACTION: ALL SOIL BEARING SURFACES AND FILL MATERIALS SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACING CONCRETE MIN `2" LR.� THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS OR AS INDICATED BY THE GEOTECHNICAL ENGINEER. (TYP•) NECESSARY FOR THE STRUCTURAL OBSERVER TO PERFORM THE REQUIRED 2. CONCRETE: ' NEW 12' CONCRETE STRUCTURAL OBSERVATIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY BAFFLE WALL w/ WEIR CONNECTION NOTES: THE OWNER AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE CYLINDER TESTS, SLUMP TESTS, AIR CONTENT DURING PLACEMENT OF REINFORCING STEEL & ANCHOR BOLTS; #5 @12" E.F. EACH WAY • THE TIME AT WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE DURING PLACEMENT OF CAST IN PLACE CONCRETE (CIP) PERFORMED. IN ADDITION THE CONTRACTOR SHALL UPDATE THE STRUCTURAL (CONCRETE SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE 1. PROVIDE 3/4" CHAMFER AND FILL W/ SILICONE CAULKING ALL EDGES. OBSERVER OF THE CONSTRUCTION PROGRESS. STRENGTHS LESS THAN OR EQUAL TO 2,500 PSI WHEN AN APPROVED 2. RUN CONTINUOUS "S" BEADS OF SILICONE CAULKING ALONG BACK OF WEIR MIX - DESIGN IS SUBMITTED FOR REVIEW BY THE ENGINEER) PLATE PRIOR TO INSTALLATION. I STRUCTURAL OBSERVATION WILL BE PERFORMED FOR THE FOLLOWING AREAS 3. ALL EPDXY ANCHORAGE (BOLTS & REINFORCING) WALL CONNECTION DETAIL a 3. GROUT AND STEEL TROWEL TOP OF CONC TO SMOOTH DENSE FINISH. 4. STRUCTURAL WELDING (DOES NOT APPLY TO QUALIFIED SHOP WELDS) SCALE: 1/2" =1' -0" 4. WEIR IS INTENDED TO EXTEND FULL WIDTH ACROSS THE SOUTH END OF OF WORK 5: HIGH STRENGTH BOLTING CELL 7E. FIELD VERIFY ACTUAL LENGTH BEFORE FABRICATION. OVERLAP 3" AT 1. FORMING AND INSTALLATION OF REINFORCING STEEL AND DOWELS PRIOR 6. STRUCTURAL STEEL EACH END OF WEIR AND APPLY FULL STRIP OF SILICONE CAULKING AT EACH END OF WEIR. TO THE FIRST WALL FOOTING CONCRETE POUR_ I 2. FORMING AND INSTALLATION OF REINFORCING OF THE FIRST WALL SECTION 5. AT EXPOSED SAW CUT SURFACES, COAT CONCRETE SURFACE AND ENDS OF EXPOSED REINFORCING BARS WITH SIKH ARMATEC 110 WITH 2 LAYERS OF 2OMIL THICKNESS PER THE MANUFACTURERS RECOMMENDATIONS. PRIOR TO FORM ENCLOSURE AND CONCRETE POUR 6. HILTI RE -500 ADHESIVE ANCHOR SYSTEM. 5/8 "x4" AISI 316 SST ANCHORS @ 1'-8" MAX O.C. PLATE END DISTANCE = 3" EMBED ANCHORS 2 1/2" ' WEIR CONNECTION DETAIL SCALE: 1 1/2" = 1' -0" 0 1 CLIENT LOGO: PROJ NAME 9HEET:190F: 40 DWG#: ez,....RiN> DMt: EGH DATE: 10/19/06 �� w � DURH AERATION BASIN 1 ....- , �, �._ PLUG FLOW MODIFICATIONS DATE: �% � L,N, r ' DEN: EGH Dwa S201 THIS BAR IS ONE INCH �i P.311�d °I JCl V1CeS ' ' S 20 1 �.4Am WHEN DRAWING IS FULL Pi1ioon51ruc"°'E ^p'""^' ^° STRUCTURAL NOTES AND CHK: EWP cAD FILE r. OB -126-01 Our eomm(tm•nt ie oL•r. y O 9 T dip s.w. wnfpw. Dr., Sat 215 PLC SCALE. Portland, Oregon 97331 IE 1231 09 1 ARNGR 9CALE: AS SHOWN REVN DATE URN PPM DESCRIPTION 155 N. Flnt Avenue Sulfa 270 Nllleb°ro, Dragon 97124 x ASSOCIATES (503) 282 -1635 AND WALL DETAILS CWB PROD A 6138 ENGR 6TAMP: 1 12 GA x 2" 316 SS STRAP / / / / �% / I w/y"0 SS THD'D ROD & HILTI O ✓ / / / /� / ;` / / 1 RE500 EPDXY @ EACH END. / /' EMBED 3" 1 1/2" SCH 80 ALUMINUM POST / / /' / @ MAX 4' -0" o.c. / / / / NEW 30 "0 PIPE ELEVATION PER _ / ; MECHANICAL "Miff "" _ / 15/16" DRAWINGS 1 1/2" ALUMINUM POST 0 FOR TOE BOARD AND RAIL SPACING REMOVE APPROXIMATELY / / / % / AT EXPOSED SAW CUT SURFACES, SEE DETAIL 0 13't OF HEIGHT FROM / COAT CONCRETE SURFACE AND " � (3) 1p EXISTING PIPE SUPPORT. I / ,// ENDS OF EXPOSED REINFORCING EQUAL 1 1/2" ALUMINUM RAIL SEE MECHANICAL DRAWINGS 6 " BARS WITH SIKH ARMATEC 110 WITH 3'-6" SPACES FOR PIPE ELEVATIONS / 2 LAYERS OF 20MIL THICKNESS PER TOP OF CONCRETE / ` 1 /jl 6 THE MANUFACTURERS RECOMMENDATIONS. • 1 Yoe-4" TOE BOARD STD ALUM SIDE MOUNT 2" 1 -0" I I L ALUMINUM PL + . BRACKET. SHOP ATTACH TO PIPE WITH FOUR #17 1TYP HOLLAENDER #48 (4) 55 SELF DRILLING • � CUT OUT AREA OF PIPE SUPPORT HOLE HEAVY DUTY SCREWS x 1" LONG ° 3' 0" ° FILL WITH NS GROUT BONDED TO FLOOR FLANGE OR EQUAL WITH 1l2" DIAMETER A316SS THREADED ROD 6" ° s CONCRETE WITH SIKA ARMATEC 110 1 PER MANUFACTURERS REQUIREMENTS WITH HILTI RE -500 FOUR HOLES FOR ° ° ° ° EXISTING 12THICK PIPE ADHESIVE, EMBED 4 1/4" y "0 SS EPDXY ANCHORS a SUPPORT AND REINFORCING a o TO CONCRETE OR VO SS —1' TYP ° ° ° a BOLTS TO CHANNEL ` ° 0 -- 5 5/8" -- _J _ ° ° m 4 C' v ° ALUMINUM GUARDRAIL DETAIL GUARDRAIL SIDE MOUNT BRACKET B EXISTING PIPE SUPPORT DETAIL SCALE: 1 1/2" = 1' -0" — SCALE: NTS VAR SCALE: 1" = 1' -0" AT EXPOSED SAW CUT SURFACES, . REMAINING AREA OF GATE OPENING COAT CONCRETE SURFACE AND FILL WITH NS GROUT BONDED TO ENDS OF EXPOSED REINFORCING CONCRETE WITH SIKA ARMATEC 110 BARS WITH SIKA ARMATEC 110 WITH PER MANUFACTURERS REQUIREMENTS / B 2 LAYERS OF 20MIL THICKNESS PER ° ° ° e o b ° ° I THE MANUFACTURERS RECOMMENDATIONS. _ ° EXISTING CONCRETE 4 4 e ° ° ° AND ASSUMED / REINFORCING III ° • a ° \ d a I 3 " 3 " ° A � INFILL WITH NS GROUT BONDED TO t Ad 111 ° CONCRETE WITH SIKA ARMATEC 110 j ° ♦ / PER MANUFACTURERS REQUIREMENTS I m EL 168.0 er l Mil _ T B " M' r , ,I I ° 4 TEMPORARY BULKHEAD J } U LOCATION s . '' ° ° B WEIR PLATE I 410W15D1 \ ° 5201 #5 DOWELS @12" E.F. IN 12" WALL EL. 161.81 r — 4"i or' @ 12" CENTER IN 8" WALL. ti °° USE HILTI RE -500 ADHESIVE. a ° } 9" I 0 I 1 I a ° • ° EMBED 6" EL. 160.52 e ° a I° ° BAFFLE WALL • ° ° 4 EXISTING HOLE 3' -0" TING li CELL 7E N WEIR P LATE ° 5 . ° ° ° ° ° SLOT ° IN CONCRETE 14' EXIS WALL L OPENING ° (TYP) PIPE OPENING INFILL DETAIL ° \ SCALE: 1 1/2" = 1' -0" e NOTE: #5 DOWELS @12" E.F. IN 12" WALL THE CONTRACTOR SHALL INSTALL BULKHEAD TO ALLOW @ 12" CENTER IN 8" WALL. USE OF THE CHANNEL WITHIN 3 DAYS AFTER INFILL USE HILTI RE -500 ADHESIVE. INSTALLATION. ALTERNATE INFILL PRODUCTS MUST BE SUBMITTED EMBED 6" (TYP) TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. INFILL SECTION SCALE: 1/2" = 1' -0" e MN: EGH DATE 10/19/06 CLIENT LOGO, PROJNAME: SHEET:ZOOF' 40 DWG #: �,� /' �I W E S T DURHAM AERATION 1 MOM D EGH MO*. S202 �� non ATION BA PLUG FLOW MODIFICATIONS DATE 1 4- 'rerr., THIS BAR IS IS FULL ONE INCH C1eanWater Services 0 S T Am Peterson S'ru°i,ral Englneere, Inc STRUCTURAL DETAILS S202 ik.L "" C1110 EWP CAD FILE 06- 126-01 WHEN DRAWING Our commitment is deer. y 5319 S.W. Westgate Dr., 04. 215 PLC e: SCALE. Porllane, Oregon 97221 IE7�IRE5 12/31/06 PRa DESCRIPTION 155 N. Pre/ A.M. SO. 270 Hi llsbo ro, Orego 97124 3: ASSOCIATES (503) 292-1635 cws 6138 MNOR: EWP SCALE: AS SHOWN REVS DATE DRN I APPD PROD e: ENGR STAMP: I p I e .............. ..... 2 b a CLR EXISTING GRATING 5 ,_ 0 . m • I #4x3' -8" ©12" o.c. o 2 CRUSHED ROCK EACH SIDE, EMBED 4Y2' 0 { — 2% SLOPE , 0 COMPACTED SUHGRADE d o.c. #4 ®12 ' _ EMBED 41 1 / ° HANDRAIL CONNECT N / HANDRAIL CONNECTION NOTES ° PER \ u n PER 0 1. EXPANSION JOINT SPACING NOT TO EXCEED 5'-0", v _' EXISTING STRUCTURE 20 Ye e R o 4 a T &: Y• a e I I �� Il SIDEWALK DETAIL r ]II ..., SCALE: 1/2" = 1' -0" N 6" CONCRETE INFILL WALL DETAIL 'B SCALE: 1/2" = 1' -0" 203 Y2 "0 S ORS SAM C TOAD" L3x3x3/8x0' -5" TYP C8x11.5 W C8x11.5t5'- 0"o.cMAX 12 GA x 2" 316 SS STRAP w/Y2''0 SS THD'D ROD & HILTI GRATING SUPPORT DETAIL RE500 EPDXY © EACH END, EMBED 5" SCALE: 1" = 1' -0" FILL WITH NS GROUT BONDED TO 1 CONCRETE WITH SIKA NEW 30 "0 PIPE ARMATEC 110 F PLY f TOG PER MANUFACTURERS ELEVATION PER TYP I 2 8" MECHANICAL 4" REQUIREMENTS DRAWINGS r TYP ■ r 6" - 1 3 /e "0 ANCHOR BOLT ` wl HILTI RE500 ADHESIVE 1 1 116" o.c., EMBED 3" 5 -4" 6" • I FIELD / NEW PIPE SUPPORT, VERIFY / 6" THICK MIN Y2 "g S HILT EX CONC i e< EPDXY �+ WALL A EMBED 4Y" / REF SLOPE 1:1 J • 4 ° .. 3 0" #4 ©12" 0.0., — 4 -(Y ' m a / CENTER EXISTING SCUM GATE EXISTING CONC SLAB , Q NOTE: I - ---- I -- - - - -- - -y-- - CONTRACTOR SHALL FIELD GRATING SUPPORT CONNECTION DETAIL VERIFY OPENING DIMENSIONS #4 DOWELS 12" o.c„ N PRIOR TO PLATE FABRICATION. SCALE: 1" = 1' 0" CENTER, w/ HILTI RESOD EPDXY, EMBED 4" SCUM GATE COVER DETAIL NEW PIPE SUPPORT DETAIL SCALE: 1/2" = 1' -0 e SCALE: 1" = 1' -0" CLIENT L000: PROJ NAME: SHEET:21 OF: 40 DWG #: - 1 . 9 ..// ■_ DRN: EGH DATE: 10/19/08 �� wy DURHAM AERATION BASIN 1 - DM EGH DWG 9: 5203 T PLUG FLOW MODIFICATIONS DATE: 9. THIS BAR IS ONE INCH CleanWate Services '� STRUCTURAL DETAILS S203 � ' cu, ue T WHEN DRAWING IS FULL CNN: EWP • CAD FILE k. 06- 126 -Ot PdNnon Slrudura Engineen, Ine. SCALE. Ou r c is clear. 5519 S.W. Weslparo Dr., SNNN 215 PLC N' PRw EWP SCALE: AS SHOWN , DESCRIPTION First Av... Sulle 270 Hillsboro Oregon & ASSOCIATES 1503) 6 35 87221 I EXPIRE$ 12/31/06 MNGR. REVS DATE DRN A 155 N. FI Ore 97124 P' 6138 PROJ N: ENGR STAMP: I STRUCTURAL NOTES A. DESIGN CODES GENERAL NOTES 1) 2003 INTERNATIONAL BUILDING CODE (IBC) WITH 1. FOR INFORMATION NOT SHOWN SEE STATE OF OREGON STRUCTURAL SPECIALTY DRAWING M204, DURAM AERATION CODE. BASIN 1, PLUG FLOW MODIFICATIONS & ASSOCIATED PROJECT SPECIFICATIONS B. COORDINATION BY WEST YOST ASSOCIATES. 1) COORDINATE WORK IN SUCH A MANNER AS TO , MINIMIZE IMPACT ON FACILITY OPERATIONS. 2) COORDINATE TERDEPE ENT RESPONSIBILITIES CRAFTS HAVING OR N D LEGEND INSTALLING, CONNECTING TO, AND PLACING IN SERVICE MATERIALS AND EQUIPMENT. (E) INDICATES EXISTING 3) FIELD VERIFY ALL EXISTING ELEVATIONS AND (FV) FIELD VERIFY DIMENSIONS SHOWN ON THE DRAWINGS BEFORE (TYP) TYPICAL PROCEEDING WITH THE WORK. IMMEDIATELY (REF) REFERENCE REPORT ANY DEVIATIONS TO THE ENGINEER. C. QUALITY CONTROL 1) COMPLY WITH SPECIFIED PROJECT STANDARDS KEYED NOTES AS A MINIMUM FOR QUALITY FOR THE WORK, EXCEPT WHERE THE DRAWINGS, CODES 3' -0" O REMOVAL OF NON- EMBEDDED GRATING TOLERANCES OR SPECIFIC REQUIREMENTS (REF) CROWN NEW CHANNEL FILL SUPPORT SHALL BE COMPLETED PRIOR INDICATE HIGHER STANDARDS OR MORE PRECISE SLOPE AT 1/4" PER FOOT MINIMUM TO INSTALLATION OF CONCRETE WORKMANSHIP. ' PROVIDE NON -SLIP, LIGHT BROOM CHANNEL INFILL 2) CONTRACTOR SHALL BE SOLELY RESPONSIBLE / FINISH NTING MOU A GATES ES ND O REMO FOR CORRECTING ALL SITE CONDITIONS CAUSED 7 REMO REMOVE GA ES A MOU N. BY CONSTRUCTION ACTIVITIES. 6x6- W2.9xW2.9 3) PROTECT ALL EXISTING AND NEW UTILITIES, WELDED WIRE STRUCTURES AND EQUIPMENT FROM DAMAGE. CONCRETE INFILL: REINFORCING 4) UNLESS OTHERWISE NOTED, ALL NEW WORK O3 CONCRETE PREPARATION: SHALL MATCH EXISTING IN LINE AND ELEVATION. REINFORCING REMOVE ALL ORGANIC MATERIAL, TOPSOIL, MOSS, CONTAMINATES, DIRT SHOULD THESE LINES AND ELEVATIONS CONFLICT AT GATES (E) WITH THE LINES AND ELEVATIONS SHOWN ON THE CONCRETE (E) — I ► AND DEBRIS FROM CHANNEL AREAS THAT ARE SCHEDULED FOR CONCRETE FILL. DRAWINGS, CONTACT THE ENGINEER ROUGHEN CONC TO 1/4" CLEAN EXISTING CONCRETE AND IMMEDIATELY. AMPLITUDE AND APPLY EMBEDDED ITEMS THAT WILL RECEIVE BONDING AGENT AT GATES CONCRETE FILL WITH HIGH PRESSURE WATER, PRIOR TO PLACING CONCRETE FILL. SECTION O O UNLESS OTHERWISE SHOWN, TYPICAL SCALE vv. 1' -0^ GATE OPENINGS ARE 4'-6" WIDE (FV). 7T -0" REMOVE GRATING THIS AREA AND PROVIDE CONCRETE CHANNEL INFILL p'© STAIRS (E) TO REMAIN NEW CONC INFILL I TYP (2) PLACES I 3' -0• /(5LAC55® AND REINFORCING 3. -0• I AT GATES (E), TYP I. )-- •; I- -. REINFORCE AT END OF CHANNEL INFILL, SEE ) ,., •._ j ,. ;,m,,. ___._. _„,(,:- . I CHANNEL INFILL AT GATES FOR MORE INFORMATION -.4111 ROUGHEN CONC TO 1/4" AMPLITUDE AND APPLY / i i ''''' e TOC EL 163' -6" +/- BONDING AGENT AT GATES 11._i .`■I . .`E. (REF) ■UI OM= ■ IME ■111111111 NUM 111111MIN CHANNEL WALL (E) i • i •`.. ammo „ ono ••.. Emu N m �� "gym% Immo mo•UI_ lum• TOC EL 157' -0" +1- #5@12 EW — -- - (REF) -- — — — — 0 CONCRETE (E) DRILL & ANCHOR REINFORCING SECTION O TYP STEEL USING HILT! HY -150 ADHESIVE 0 114 "= 1' -0" SYSYEM, 5” EMBED (TYP), CENTER REINFORCING IN CHANNEL WALL /r / v P GRN 07 /17 /08 PROJNAME: SHEEfT(RE: SHEET: OR DWG*: 1^ Q 4 � D �`�� DURHAM AERATION BASIN 1 •sN: SMD DWG S210 THIS BAR IS ONE INCH CIean'wit Services ' I Harris Group Inc PLUG FLOW MODIFICATIONS A 8/14/06 �� K GAM ((tip CP➢ FlLEk521O WHEN DRAWING IS FULL Oar eommtlmeatIselan. • 06- 11973.00 EFFLUENT CHANNEL INFILL PLC It S210 SCALE. o Et14o6 sMO GAM ISSUED FORCONSTRUCTION SECTIONS AND DETAILS C,,,,s Y: APPD: SMFSA% SCALE: 1/4" =1-0" REV A DATE oRN APPO DESCRIPTION 2550 SW Hillsboro He . Hillsboro, Oregon 97123.9379 6138 PRQI ENGR STAMP: I . ELECTRICAL LEGEND AND ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION (C)0XIOaxA) INDICATES RACEWAY AND CIRCUIT NAME, C= CONDUIT, ® DRIVEN GROUND ROD, 3/4" X 10' -0', W /6" ABBREVIATIONS I XX= SEQUENTIAL NUMBERING, DIAMETER HANDHOLE. A= A,B,C...BRANCHES IN RUN. A AMMETER, AMPERE AD AUTO DIALER AFF ABOVE FINISHED FLOOR Ank CADWELD, GROUNDING SYSTEM ATS AUTOMATIC TRANSFER SWITCH INDICATES DETAIL N0.2 OF DRAWING — C CONDUIT. MAGNETIC CONTACTOR COIL, MULTICONDUCTOR CABLE ® NO. E -2. A DASH ( -) INDICATES THIS SHEET CONTACT - NORMALLY OPEN WITH NEMA SIZE CO CONTROL DAMPER CONTROL -- t INDICATED AS APPLICABLE CR CONTROL RELar MAJOR ELECTRICAL COMPONENT OR DEVICE - C CIRCUIT CT CURRENT TRANSFORMER MCC -A NAME OR IDENTIFYING SYMBOL AS SHOWN. 1 �� CONTACT - NORMALLY CLOSED WITH NEMA SIZE DISC DISCONNECT • INDICATED AS APPLICABLE EE ELECTRICAL ENCLOSURE BRANCH CIRCUIT PANELBOARD ELEV ELEVATION --..X"-- OVERLOAD RELAY HEATER ESR ELECTRICAL SERVICE REQUIREMENTS ET ELAPSE TIME METER 0 CONTROL DEVICE - FURNISHED UNDER MECHANICAL - -I I---,_X -- MAGNETIC STARTER WITH NEMA SIZE INDICATED EX EXISTING SPECIFICATIONS: RACEWAYS, CONDUCTORS, AND 1 Fs FLOW SWITCH (HVAC) I CONDUCTOR END TERMINATIONS FURNISHED AND n CIRCUIT BREAKER, MAGNETIC TRIP ONLY, FRAME SIZE Fu FUSE INSTALLED BY ELECTRICAL AS SHOWN. 10034 SHOWN, 3 POLE UNLESS INDICATED OTHERWISE, FVR FULL VOLTAGE REVERSING STARTER CONDUCTOR FINAL CONNECTIONS PROVIDED THE FVNR FULL VOLTAGE NON REVERSING STARTER SUPERVISION OF SYSTEM INTEGRATOR. CIRCUIT BREAKER, THERMAL MA TRIP G, END GROUND 400A ® CONNECTION POINT TO EQUIPMENT SPECIFIED SHOWN, 3 POLE UNLESS INDICATED OTHERWISE. GFCI GROUND FAULT CIRCUIT INTERRUPTER FURNISHED AND INSTALLED UNDER OTHER GRS GALVANIZED RIGID STEEL (CONDUIT) SECTIONS. RACEWAY, CONDUCTORS AND ^�I I � CIRCUIT BREAKER WITH CURRENT LIMITING FUSES, HDA HAND SELECTOR SWTCR CONNECTION BY ELECTRICAL. 400A 400A TRIP AND FUSE RATING INDICATED, 3 POLE UNLESS HP HORSEPOWER INDICATED OTHERWISE. HRG HIGH RESISTANCE GROUNDING HTR HEATER (�I TERMINAL JUNCTION BOX SC CIRWIT CURRENTRATNG _\ FUSED SWITCH, SWITCH AND FUSE CURRENT RATING 400A 2254 INDICATED, 3 POLE UNLESS INDICATED OTHERWISE. SR INTRINSIC SAFE RELAY ISOLATION TRANSMITTER MOTOR, SQUIRREL CAGE INDUCTION - HORSEPOWER IT KVA KILOVOLT - MERE INDICATED. "M' INDICATES SMALL MOTOR. N.____ SWITCH - CURRENT RATING INDICATED, 3 POLE LA LIGHTNING ARRESTER 100A UNLESS INDICATED OTHERWISE. Lc LIGHTING CONTROL PANEL "' LP-2 HOME RUN - DESTINATION SHOWN n L S LOCAL CONTROL STATION UGHTING PANEL ---<< �) DRAWOUT AIR CIRCUIT BREAKER, LOW VOLTAGE LP LS LEVEL SWITCH or / / // EXPOSED CONDUIT AND CONDUCTORS. ____{1} FUSE LT LIGHTING TIMER LTG LIGHTING I — or M // CONCEALED OR BURIED CONDUIT AND CONDUCTORS. --- I (10 HII CAPACITOR - KVAR INDICATED La LOCAL REMOTE SELECTOR SWITCH M METER, MOTOR STARTER NOTE: GROUND MCC MOTOR CONTROL CENTER ALL UNMARKED CONDUIT RUNS CONSIST OF TWO MCP MOTOR CIRCUIT PROTECTOR NO. 12 AND ONE NO. 12 GROUND CONDUCTORS IN LA l U TRANSFORMER, POWER, PRIMARY AND SECONDARY MFGR MANUFACTURER I CONDUIT. RUNS MARKED WITH CROSSHATCHES (Y YY) VOLTAGES, PHASE AND RATING INDICATED AS MTS MANUAL TRANSFER SWITCH INDICATE NUMBER OF NO, 12 CONDUCTORS. 120V APPLICABLE NOIIC NORMALY OPEN HELD CLOSED CROSSHATCH WITH SUBSCRIPT "G" INDICATES GREEN NS H TORQUE SWITCH HIGH GROUND WIRE. SIZE CONDUIT ACCORDING TO NSHH TORQUE SWITCH HIGH.HIGH SPECIFICATIONS AND APPLICABLE CODE. BAR CURRENT TRANSFORMER (CT). OC OPEN - CLOSE NUMBER REQUIRED INDICATED P PLUG —ff —or —j/ CROSSHATCHES WITH BAR INDICATE #14 CONDUCTOR. (3) PS PUSH BUTTON SWITCH, PANEL BOARD SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND PFa POWER FACTOR CORRECTION CAPACITOR APPLICABLE CODE. E- POTENTIAL TRANSFORMER 3 = NUMBER REQ•D CPT = CONTROL POTENTIAL TRANSFORMER PH PHASE CONDUIT DOWN (3) PT =POWER POTENTIAL TRANSFORMER PN PROGRAMMABLE LOGIC CONTROLLER • I PST = PHASE SHIFT TRANSFORMER PPA POWER PANEL (4HOV) 0 CONDUIT UP PS PRESSURE SWITCH PUSH - BUTTON SWITCH, MOMENTARY CONTACT. CONDUIT STUBBED AND CAPPED AS SHOWN —o o — NORMALLY OPEN PVC POLYVINYL CHLORIDE PVC/GRS GRS CONDUIT WITH PVC COATING JUNCTION BOX. SIZE PER CODE. R RECEPTACLE, REMOVE © RECPT NONFUSED DISCONNECT SWITCH, SIZE INDICATED, 3 _ PUSH BUTTON SWITCH, MOMENTARY CONTACT. NORMALLY CLOSED Rik/ RuN TIME METER 30 LT POLE UNLESS INDICATED OTHERWISE, NEMA 1 RVNRS RECEPTACLE S REDUCED VOLTAGE, NON REVERSING SOFT START STARTER NOT At i , • e ENCLOSURE, WP = WEATHERPROOF NEMA 4X I 1000AT CIRCUIT BREAKER WITH SOLID STATE (SS) TRIP UNIT SAP SECURITY ALARM PANEL 1200AF 3 POLES UNLESS NOTED OTHERWISE EL SEAL LEAK = SN SOLID AR E NEUTRAI. SP FUSED DISCONNECT SWITCH, SIZE INDICATED 1000AT INDICATES 1200 AMPERE TRIP RATING SP AR 60/40 (60/40. g0 = SWITCH RATING: 40 =FUSE RATING) 1200AF INDICATES 1200 AMPERE FRAME SR STOP RUN 3 POLE UNLESS INDICATED OTHERWISE, NEMA 1 1 SS SELECTOR SWITCH, SOFT STARTER STNNLESS STEEL ENCLOSURE, WP = WEATHERPROOF (NEMA 4X) 4 © L = LONG TIME DELAY SV SOLENOID VALVE S = SHORT TIME DELAY SWTID SWITCHBOARD I © SINGLE POLE RECEPTACLES ASSEMBLY. RATING AS LSIG I = INSTANTANEOUS T TRIP, THERMOSTAT, TRANSFORMER SHOWN. G = GROUND FAULT TED TO BE DETERMINED $ I TL LIGHTING TIMER DUPLEX RECEPTACLE SOFT STARTER, VFD TAR TIME DELAY MAY THIS IS A STANDARD LEGEND SHEET. - _ I * TS TEMPERATURE SWITCH SOME SYMBOLS OR ABBREVIATIONS 1 CONDULET S M �-C PLUG 8 RECEPTACLE (ON MANUAL MOTOR STARTER TSP TWISTED SHIELDED PAIR MAY APPEAR ON THIS SHEET AND E - LINE) rss TRANSIENT SURGE SUPPRESSER NOT ON THE PLANS. V VOLTS (R 1 INDICATING LIGHT, PUSH TO TEST TYPE "X" I "X' = T OR L OR LB OR X VFD VARIABLE FREQUENCY DRIVE WP WEATHERPROOF • II D PUSH BUTTON STATION LIGHTING CONTACTOR x xi. DES A F YY TRANSFORMER EL CON ASSOCIATES. INC. f TERMINAL FOR FIELD CONNECTION � M ER R OOF ENOr6P8 - CDN9ULTANTD 0� PAy,- f' CLIENT LOGO: PRDJ NAME: SHEET: OF: DWG �, GTR: tMN: MSS - - WEST YOST DURHAM AERATION BASIN 1 _ 8204 . E ~) III DSN: JBB OWGt EL200A THIS BAR INCH ( '� 1800 BloolorAhlp Rd PLUG FLOW MODIFICATIONS DA1 9/22106 EL200A " ' D os es `'' CHIC CADRLEE 51703-0813 EL.200A WHEN DRAWING IS FULL Our 00 1 ilmeat it clear. SCALE. ASSOCIATES Sulu, nn •Da5onmose PLC 6: 155 N. /TM Av.nu. SoR. 270 Hlll.boro, Dr.yon 97124 1503 667-0613 LEGEND AND ABBREVIATIONS cws .cry PROJ SCALE: NTS REV DATE DM APPO DESCRIPTION 155 E ngineers FAX 15031 17-2342 PROJ/A ENDA STAMP: EXPIRES: 8130/08 INSTRUMENT IDENTIFICATION LINE LEGEND ABBREVIATIONS & LETTER SYMBOLS (SEE NOTE 3) INSTRUMENT IDENTIFICATION LETTER TABLE FIRST- LETTER SUCCEEDING - LETTERS PROCESS (CLOSED CONDUIT, AC ALTERNATING CURRENT VFD VARIABLE FREQUENCY DRIVE EXAMPLE: SUCCEEDING PROCESS OR READOUT OR DASHED LINE INDICATES — —'— — BUILDING OR AM AUTO - MANUAL VHC VOLATILE HYDROCARBONS LETTER(S) LETTER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER ALTERNATE FLOW STREAM) FACILITY BOUNDARY BFV BUTTERFLY VALVE VIB VIBRATION FIRST LETTERS CLARIFYING A ANALYSIS ( +) ALARM I PARALLELING LINES BW BACKWASH W WIER GATE 1 ABBREVIATIONS OR WHEN B BURNER, COMBUSTION USER'S CHOICE (') USER'S CHOICE (') USER'S CHOICE r) } -� PROCESS (OPEN CHANNEL) • • IN PARENTHESIS ( ), MULTI . CAM COMPUTER- AUTO - MANUAL FACILITY NUMB ' FUNCTION DETAIL C USER'S CHOICE (') CONTROL 1.— (2) 3(2) iiiiili BB 0 DENSITY (S.G) DIFFERENTIAL _ANALOG SIGNAL 9 CCS CENTRAL CONTROL SYSTEM L pp r OPTIONAL MOUNTING E VOLTAGE PRIMARY ELEMENT (4 TO 20 rnAdc, ETC.) I I (A) TOTAL OF 2 SIGNALS CL2 etc. C (TYPICAL: USE STANDARD CHEMICAL ELEMENT ABBREVIATION) XXX (A) (B) CM COMPUTER - MANUAL LOCATION F FLOW RATE RATIO (B) 3 TYPICAL SETS OF LOOP NUMBER GLASS, GAUGE GATE �.—. .r. DISCRETE SIGNAL 2 SIGNALS EACH. COD CHEMICAL OXYGEN DEMAND SET LETTER UNIT NUMBER (USED G USER'S CHOICE (`) (ON /OFF, ETC.) TOTAL OF 6 SIGNALS. CP -X CONTROL PANEL NO. X (USED WHEN THERE WHEN THERE ARE VIEWING DEVICE MULTIPLE DEVICES CS CONTROL STATION AREMULTIPLE H HAND (MANUAL) • HIGH Aili DEVICES WITH THE WITH THE SAME , , AY PNEUMATIC SIGNAL DC DIRECT CURRENT LOOP NUMBER) I CURRENT (ELECTRICAL) INDICATE J - F f CONNECTING LINES SAME UNIT NUMBER) J POWER SCAN DCS DISTRIBUTED CONTROL SYSTEM K TIME, TIME SCHEDULE TIME RATE CONTROL STATION X X X FILLED SYSTEM SIGNAL DCU DISTRIBUTED CONTROL UNIT • DIGITAL SYSTEM INTERFACES OF CHANGE DO DISSOLVED OXYGEN L LEVEL LIGHT (PILOT) LOW L L L HYDRAULIC SYSTEM SIGNAL I FCL2 FREE CHLORINE RESIDUAL • ANALOG INPUT M MOTION MOMENTARY MIDDLE — — — — NON - CONNECTING FOS FAST - OFF -SLOW • ANALOG OUTPUT N USER'S CHOICE r) USER'S CHOICE (1 USER'S CHOICE (') USER'S CHOICE (1 I LINES FOSA FAST-OFF-SLOW-AUTO A DISCRETE INPUT O USER'S CHOICE(') ORIFICE, RESTRICTION —o —a— DATA LINK FOSR FAST - OFF - SLOW - REMOTE P PRESSURE, VACUUM POINT (TEST) — PACKAGE SYSTEM V DISCRETE OUTPUT CONNECTION NOTE: FOR CONTINUATION OF DATA AND SIGNAL LINES EQUIPMENT FP -W-X FIELD PANEL NO. WX (W = UNIT PROCESS NUMBER X = PANEL NUMBER) Q QUANTITY INTEGRATE ON THE SAME DRAWING SEE INTERFACE SYMBOLS. FR FORWARD - REVERSE GENERAL INSTRUMENT R RADIATLON RECORD OR PRINT HDL HEADLOSS OR FUNCTION SYMBOLS S SPEED, FREQUENCY SAFETY SWITCH INTERFACE SYMBOLS HOA HAND-OFF -AUTO T TEMPERATURE TRANSMIT HOR HAND-OFF- REMOTE (jJ U MULTIVARIABLE (+) MULTIFUNCTION ( +) MULTIFUNCTION ( +) MULTIFUNCTION ( +) ISR INTRINSICALLY SAFE RELAY I FIELD MOUNTED V VIBRATION, MECHANICAL VALVE, DAMPER, < S I A 1-11f 0 D > LCS LOCAL CONTROL STATION L ANALYSIS LOUVER LCP LOCAL CONTROL PANEL �_. W WEIGHT, FORCE WELL - LEL LOWER EXPLOSIVE LIMIT X UNCLASSIFIED (+) X AXIS UNCLASSIFIED ( +) UNCLASSIFIED ( +) UNCLASSIFIED ( +) A = PROCESS INTERFACE LOS LOCKOUT STOP U BACK -OF -PANEL MOUNTED - I (OPERATOR INACCESSIBLE) Y EVENT, STATE OR Y AXIS RELAY, COMPUTE, PRESENCE CONVERT LR LOCAL- REMOTE L DSF LRR LOCAL - RESET- REMOTE �� Z POSITION Z AXIS DRIVE, ACTUATOR, ( A ) = SIGNAL INTERFACE UNCLASSIFIED FINAL MA MANUAL -AUTO PANEL MOUNTED CONTROL ELEMENT MC MODULATE -CLOSE (OPERATOR ACCESSIBLE) TABLE BASED ON THE INSTRUMENTATION, SYSTEMS, AND AUTOMATION SOCIETY (ISA) STANDARD. MCC -X MOTOR CONTROL CENTER NO. X L SDF ( +) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. A = INTERFACE LETTER MLS MANUAL LOADING STATION (') WHEN USED, DEFINE THE MEANING HERE FOR THE PROJECT D = DESTINATION DRAWING NO. MSC MANUFACTURER SUPPLIED CABLE S = SOURCE DRAWING NO. OC OPEN -CLOSE (0) gh MCC MOUNTED MULTIFUNCTION DETAIL OCA OPEN-CLOSE-AUTO L PROCESSOR SIGNAL LINE O — y-, OCR OPEN - CLOSE- REMOTE �_-- N) CONTINUATION N= 1,2,3,ETC OCRA OPEN - CLOSE - REMOTE -AUTO • Mak AI MULTIFUNCTION DEVICE WITH DETAIL OFL OFFUNE DCS FUNCTION SHOWN IN LEGEND, TYPICAL T -NN (I.E. � INTERFACE TO OR FROM ONL ONLINE L `J T -1, T -2 TO T -18) r � PROCESS EXTERNAL TO I 00 ON -OFF 1___J PROJECT OOA ON- OFF -AUTO lO INTERLOCK LOGIC ' OOR ON -OFF- REMOTE ORP OXIDATION REDUCTION POTENTIAL TRANSDUCERS OSC OPEN -STOP -CLOSE pH HYDROGEN ION CONCENTRATION A =ANALOG 1= CURRENT ACCESSORY DEVICES PLC PROGRAMMABLE LOGIC CO TROLLER D= DIGITAL P= PNEUMATIC A =ALARM S= SWITCH POS POSITION E= VOLTAGE PF =PULSE FREQUENCY C= CONTROLLER T= TRANSMITTER REM REMOTE D DIFFERENCE F= FREQUENCY PD =PULSE DURATION I= INDICATOR U= UNCLASSIFIED REQ REQUEST E SUM H= HYDRAULIC R= RESISTANCE R= RECORDER RM-X REMOTE MULTIPLEXING ULE NO. X X MULTIPLY RTU -X REMOTE TELEMETRY UNIT NO. X + DIVIDE EXAMPLE: EXAMPLE SF SLOWER - FASTER f(x) CHARACTERIZED • UP SDG SLIDE GATE X" RAISE TO THE Nth POWER FY TRANSDUCER (BACK OF C FT TRANSMITTER AS AN ACCESSORY REFERENCE ONLY SP SETPOINT SQUARE ROOT PANEL, IN A FLOW LOOP) TO A FLOW ELEMENT SS START -STOP AVG AVERAGE L SUPERVISORY SET POINT CONTROL 1:1 REPEAT OR BOOST A `-- NOT APPROVED WITH TH IS P ERMIT SUG SLUICE GATE > SELECT HIGHEST SIGNAL SPECIAL CASES TCL2 TOTAL CHLORINE RESIDUAL < SELECT LOWEST SIGNAL \ 09 PANEL LOCATION TOC TOTAL ORGANIC CARBON ± BIAS m • ON AND OFF EVENT LIGHTS TO TOTAL OXYGEN DEMAND % GAIN OR ATTENUATE - 123 =PANEL NUMBER TRBL TROUBLE / �� \ • TURB TURBIDITY 00 Ark ON-OFF HAND SWITCH MAINTAINED EXAMPLE: SWITCH (CONTROLLED DEVICE WILL RESTART ON A RETU N OF GENERAL NOTES J POWER AFTER POWER FAILURE). ( PANEL LOCATION FOR ITEM 1. COMPONENTS AND PANELS SHOWN WITH A SINGLE ASTERISK (') ARE TO BE - PROVIDED AS PART OF A PACKAGE SYSTEM. SS ® STOP-START HAND SWITCH MOMENTARY CONTACT SWITCHES ` 23 2 COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK (") ARE TO BE OF POWER PROVIDED UNDER DIVISION 16, ELECTRICAL (CONTROLLED F POWER AF DEVICE TER POWER L FAILURE). NOT RESTART ON RETURN 3. THIS ISA STANDARD LEGEND. THEREFORE, NOT ALL OF THIS INFORMATION MAY F BE USED ON THIS PROJECT. j lt ■ • , �i 3 *Ytx� • CLIENT LOGO: PROJ NAME SHEET: OF: DWG* ~ ` I / I 'I DRN: RKI DAM �� W E S T DURHAM AERATION BASIN 1 _ — • _ ' OSN: RKI DWG* THIS BAR IS ONE INCH �n'4► te E�e e, Ste 425 PLUG FLOW MODIFICATIONS DATE: /y�t� 0 CHK CADFILEt WHEN DRAWING IS FULL 016OO alt euetkeleer Y 0 8 1' N �� Cre ( soa 9 657 6813 PLC t. L2 ��c y AR IT, ��. SCALE. & ASSOCIATES Fwx (soa� vzz -zaaz P &ID LEGEND cws PL R: LEC SCALE: REV0 DATE CAN APPD D ESCRIPTION 1 55 N. F EAvenue Sul5270 HIMbo,o. Oregon 67124 PRODt ENGR STAMP'Dinsi OS ,0` 1 GENERAL NOTE: ,p 1. FOR CIRCUIT NUMBER AND WIRE SCHEDULE SEE DRAWING E -205. 2. CONDUIT RUNS ARE DIAGRAMATIC REPRESENTATION ONLY. N KEYED NOTES: 1 0 40 80 O PROVIDE CIRCUIT NO TAGS WHERE CONDUIT IS NOT VISIBLE. SCALE IN FEET I \ EXCESS FLOW CELL 7 O SEAL CONDUIT PENETRATION THROUGH CONCRETE WALL OR DIVERSION TUNNEL CEILING WITH EPDXY RESIN ON BOTH SIDES OF STRUCTURE Q SECONDARY PENETRATION. CLARIFIER N0.3 O PENETRATE INSTRUMENT CONDUIT THROUGH CHANNEL FLOOR. PRIMARY E - 1 . COORDINATE WITH EXISTING PROCESS PIPES AND VALVES. ) . EXTEND CONDUIT TO INSTRUMENT CABLE TRAY INSIDE TUNNEL. ROUTE INSTRUMENT CABLES ON EXISTING CABLE TRAY NO. 3 THEREAFTER TO ELECTRICAL ROOM. I CLARIFIER / II I ELECT 5020 OOM I I, �� 5020 ROAD 'C' STAGING AREA I i / CABLE TRAY �� /-'- /� PRIMARY TUNNEL ---. ., CLARIFIER N •i NO.2 1/ OC // / 4 // ".1 l i II = • T!ON / / / \ • N0 = Pa CABLE TRAY / A EX)P- IP5032CKT4 / TUNNEL \ / / \ • // PRIMARY ' - CHE CLARIFIER / SECONDARY CLA7 1 ER NO. I \�� / � ©� CLARIFIER ■ ..3 I / 2 E2� / CELL 4 E �t9� / � � ©� TUNNEL Aft \`� CHE. I L 4 / * C r- IER / AERATION 4 ,: -4. ..,,,/ � INSTRUMENT AND I p _ BASIN NO. 1 /NG OWER CONDUITS CON CELL 7 IS WIRE AND • — _ -7 4f ��•. DUIT F Rp ��• �' TO MCC "MCTE" / 4 a SECONDA - \ • ° C NO. / c b ti REF' { l , I . STAGING , NOT APP ! .. � ©© / EE�i E-22 <,,,,,,::::,,, / • ELECTRICAL SITE PLAN ill SCALE: 1" = 40' -0" ■ ELCON ASSOCIATES. INC. 031 PRare @1mEFA9 - CONSULTANTS CLIENT LOGO. PROJ NAME: a c„ SHEET: OF: DWG MIIIIIMMIN WEST YO ST T DURHAM AERATION BASIN 1 — 8204 MK MSS DATE till /O6 ''' ESN: JBB E -201 THIS BAR IS ONE INCH aeaI1 f SET ices PLUG FLOW MODIFICATIONS DAO 9 /ADS �" CHIC CAD FILE 51703-0613-E-201 WHEN DRAWING IS FULL � "" " D � � qy }if� Oar cammitmaat is elan. � ' 425 PLC*: E - 201 �� SCALE. ASSOCIATES ELECTRICAL SITE PLAN cws Rsi PROD 1S5 N. Flr t Ammo Sotto 270 Hillsboro. 0 n 57124 (503) 851.2343 OR04 SC 1' = 40. -0' REV 0 DATE DRN APPD DESCRIPTION n oo Consulting Enginarf FAX ( 307) 722-2712 PROD 8 ENGR STAMP: EXPIRES: 540/08 II IP -5032 GENERAL NOTE: KEYED NOTES: - I I z ( 1. FOR CIRCUIT NUMBER AND WIRE O PA NT BACK PANEL AND ATTACH TO BACK REMOVE O PROVIDE NEW CIRCUIT NUMBER TAGS ON CONDUIT. * CKT #4115A CB O SCHEDULE SEE DRAWING E -205. ( 2. FOR RISER DIAGRAM SEE DRAWING E -206. O PROVIDE 28 TERMINAL BLOCKS, 15A, 600VAC, WIRE Og OWNER PROVIDED AND INSTALLED. CONTRACTOR TO L TYP 2 INSTALL REQUIRED WIRING. RANGE il22- 10AWG, WITH SHORTING BARS AND I TERMINAL BOX ACCESORIES. O REUSE EXISTING WIRE AND CONDUIT. RELOCATE TERMINAL 001 t0 WIRES FROM EXISTING BUCKET. NEW MCC BUCKET ( ) © O INTERCEPT TERMINATE ON T ON T MI NAL BL AL BL ICOCKS. KS. CONTINUE WIRE AND LOCATION AS DIRECTED BY OWNER. I EXISTING CIRCUIT TO 05TJB105000P TERMINAL ..1-BOX PROVIDE NEW WIRE. INSTALL NEW LIQUIDTITE FLEXIBLE FROM TERMINAL BLOCKS. METLLIC CONDUIT AND PVC- COATED FITTINGS. '� '� �, '� ,, A ', I' ', ,, ', v (4) EXISTING CABLES NOT SHOWN FOR CLARITY. 11 J 12 INSTALL NEW CONDUIT AND WIRE (4) 14AWG. L- - 5 PROVIDE BACK PANEL FOR 05TJB0001. TRIM BOTTOM OF PANEL TO FIT. 13 OWNER WILL PROVIDE CONDUIT IDENTIFICATION L DURING CONSTRUCTION. DETAI O PROVIDE LEGEND PLATE FOR TERMINAL JUNCTION BOX ON DOOR "05TJB0001" AND "TB? ON PANEL. 14 CONTRACTOR SUPPLIED AND INSTALLED. 30 IN 30 ill 30 30 11 30 im 30 III 30 IN 30 III 30 1111 30 III 30 le 0 -TERMINATE NEW WIRES TO TERMINAL BLOCK. 0 1 0 0 0 ® * 0 ® t 0 ® 0 rc w W w w re W W W Ui w W w G MCC MCTE (EX) 1 lam A N � n � p� pro O 9 9 ?; O ,m 0 Q' B (EX) J r 0 co SON§ J- JF- LLF LLF LLF LL �� l � � r— � m ti� m � 7 0 � ri: � 7 J I.- C J C J G J LL J D J T. W p W p W I IQ� © MCP [S- CD61013] do wo wo e w,r Ill ,- w,. IA doe UOv Uo< UOe ov o et Va Vv C.2 ;4 (2 ; Uv In' I PLC I IP -5032 Q' CKT #4 1 •RUN MCC -5030 PARTIAL ONE LINE DIAGRAM e �� (EX) O 0 I • HI -HI TORQUE NTS El' I �® 00 SHUTDOWN I CABLE ' t, Q' ANCHOR [S CD6101 -1] [P CD6101 -1] IPHI 00 (AR) i 1"C Q' (EX) Ali I QS j p o ® 3/4'C (EX) [P -05TJ80150001 CKT #4 Q ' CD 14 ® K 14 (EX) O Q' 11 0 00 '/ [P- CO6101 -2j 1 Q' 1 °C 1 °C I Q' NSHH (EX) Q' CD6101 M TB1 [P -41061601] MCC MCTE PARTIAL ONE LINE [P .41061602] ' SECONDARY CLARIFIER DRIVE NO.1 3 [P .410G1603] [P-41061604] 1_ 0 [P 41061607] NTS E - 201 11 3 -410 61604] P 41061605] [P- 41061608] [P -41061606] (P 41061601] [P- 410G1609] [P -41061602] I S [P- 410G1603J [P 41061610] [P 41061604] [P- 410G16111 [P- 41061605] [P 41061612] OO [P- 410FIT1614] [P .41061606] J [P- 410FIT1601] [P -410G1607) [P�10FITi613] (P-410G1608] REFERE ONL [P 410FIT1615] [P-410G1609] NOT APPROVED WITH THIS PERMIT [P- 410FIT1616] - [P 410616110] [P-410AIT1617] [P.410G1611] [P-4104,11 [P- 41001612) I- . - [P .410AIT1619] I [P -410AIT16021 [P- 410AIT1604] 05TJB0001 TERMINAL BOX, POWER 2 NTS E -201 I E .CON ASSOCIATES. INC. t VCY PR ENCWEER8 - CONSULTANTS t/rE MN: MSS DAM 8!7!06 CLIENT LOGO: PROJ SHEET: OF: DWG .e x . 1 1 2 0 4 ,live �_ W E S T Y O S T DURHAM AERATION BASIN 1 OSN: Js8 E-202 G1eanW.�6CI Serv><c' es PLUG FLOW MODIFICATIONS � . � ORE. • V THIS BAR IS ONE INCH PLOT 9122/06 F e CNN: uoAtE s�TU3- ost3 -E.2o2 WHEN DRAWING IS FULL - '' +zs� 0 � MCC 5030 PLC* ` - 202 Oar commitment 1. clear. O6 O SCALE. ASSOCIATES Tws Wm.O.em oTSee '� S lHY3' 155 N. FlrA Avenue Suite ern NEIaDeTO, Oregon eri2a WE 65 is PARTIAL ONE LINE DIAGRAM Cw8 PROJ due. NTS REV* �� OR,I Appp DESCRIPTION C aruu i f i ng P nginun FAX (sa5) 7 PRO .1 t. ENOR STAMP: EXPIRES: 6130!06 i M NGR: _ _ — I KEYED NOTES: GENERAL NOTE: I 0 REMOVE, RELOCATE AND REUSE DISSOLVED OXYGEN TRANSMITTER, SENSOR(S), SENSOR 0 NEW LOCATION FOR DO EQUIPMENT FOR 410AIT1604, 410AE1604-1 AND 410AE1604-2. 1. FOR CIRCUIT NUMBER AND WIRE SCHEDULE SEE DRAWING E-205. CABLES, AND SOLENOIDS. RETURN SALVAGED EQUIPMENT TO OWNER. REMOVE WIRING FROM II I CONDUITS AND CAP CONDUITS WITH PVC COATED CAPS. C.) ROUTE POWER AND INSTRUMENT CONDUITS UNDER WALKWAYS, INSIDE OF GUARD RAILS AND 3 NOT ALL CONDUIT BODIES ARE SHOWN FOR CLARITY PROVIDE AS REQUIRED. THROUGH CONCRETE WALLS. SEAL CONDUIT PENETRATION THROUGH CONCRETE WALL WITH EPDXY RESIN ON BOTH SIDES OF PENETRATION. FOR CONDUIT SUPPORT, UTILIZE EXISTING FOR RISER DIAGRAM SEE DRAWING E-206 WATER PIPE SUPPORT BRACKET ALONG NORTH-SOUTH WALL AND ADD SUPPORTS AS NEEDED. 0 NEW LOCATION FOR DO EQUIPMENT FOR 410AE1601-2 AND 410AIT1601. 2. CONDUIT RUNS ARE DIAGRAMATIC REPRESENTATION ONLY. . . 4. . N I 1 : 1 I I 1 I i I I I ' 1 , i , , AET513 ... I .- I . I •L' v ' • l' ,* it.• I I :I- ----. III INSTRUMENT CONDUIT , . II' . •. ' I l j iill ■,: l F 1•: L-'11 .1. !I' P I I • i ' POWER CONDUIT .''' , . 1 11 TO INSTRUMENT CABLE — \ \ N 1 ' ) ; I 1RAY IN TUNNEL I 'I I ' CONTINUED TO . I : 05TJB001 • ' • LI Il' 11 1 • . .. ' -..7:.' I ' ' I .. II [S-410A1T1601] ;•. --.: , • . ! II I I i 1 i • c I i . . I I .... , --1- . ..• I [ S-410A 4 ' 0 ! [P-410AITI 601] I CELL NO i CELL NO. 6 i : . i+I i: . . 5 Itl ili CELL NO . 4 , i "h --i- I I : l ; i l I i 1 , , ! ' : I I . : I ; • ....i: :_ = : . i ' l 0 410AE1601-2 (EX) i , e , , / e ,.. LOCATION APPROXIMATE i I I I I M 601-1] !'! II. 410AE1601-1 . • • • • 410FCV1613 I :1 I .I . I II III , [S-410F1T1613] , 1 • ' 1.' I : I • 1 1/2" _gm7-, , , AIR BLAST BOX 5133 !I 0 'di I, , . ,. „ , , ii• S-410FCV1613] I' I [P-410FIT1613] III III t iii : ' • CONDULET "T" [ S-410AE1601- 2] I t:' ® ._ I .7.4: --_-. -, El -- z. 1 ! (Ex) 410FCV1614 -----=. I T.g_t I 37=-..7- ■ -€.--,-- E-- . 410FE1614 [ S- 410FE1614 9Awp-i: I7r. • C li . [S-4 :10F 0 1 _ [ S-410FI T1616] j 0 410AM 601 '"'• . : • : . .,, 1 t I. I 11 [S-410FIT16181 I i I 1 t I P . L i . 0WE_____12 1 . ..... i 1__:9 . .... 77_ . 1 ..... H. ,....: , I I L L H L- .1.111 1 4 1 ! EP -410F1T16183 ill 1,1 L .., ._: .:_a__ E.- I : [P-410FIT16163 i I ' „,.. 410FE1613 i i • 11 ?, - A1141: 33 5i0'" f N I , j • ,o - r . - - ik.,:!....,' i__I--D [S HI ;I , .. t i•--r •I - 4 1.1::-.- + ; 1t 1 ...;,, I . F -._-,..:. 11 i-sto -,- ____i:,____ _ ___=_ ,_,_ . __ I . , — . L . _,_... ._ , 1.. . .61 .- .,-.„—.1..-.F.1-„......:-AS-4.10,A1 fl, 6 . 3 _ . ...._ ! ...? i t :4: -. .. _ _ ,-, .__ . . . -_'_'-' !;;„. . —7 ..--.=. :: 'Z. .... 77r i - G 1 ' 4 A L . ....-. — — - - - ....,L7 — 7 7 .7 f`.7 _ _ :II ; i* • - - " - -.: 1I6/ : : I i.: 11611 i 1 I L---..I-1 o P - - ,4-- - -4 .- - • .=-- -- _ 0 - _ .. _ ° f "-.------ --- . ---:- . - .7. — LiP - 410AIT 166 311. - - LI . ____. __. :- - 0, r ( !.777.7._.1 2 —1-- .----:- —...___ .__17. .410FITIsi 9 1 , - - - ,111 111101111:11 PHI — :• III.IIII - I HOW.' rr ..or .fituiniliffi kW it a c m liql1P 1 1; dtI igl89 ..__ 4 44 __________ 7 _ _ it! ai rI! I' „ I'..:r. id.s.,--_t J iv 410FIT1613 If-'-' p.I.L _ , _721 :.-- -- . 410FIT-1617 ]Jt . ? fir, •••••••• __ _ _ __ ...__ __. 1s-410E-111619 l• • I I l,1111 I minntrom _ _ ,_. ._ - - - ._,,,. 'I lit) 1 1 1/2 41/011IMIIINIII 1 , di S-4-1 OFIii 614] t; • . , .. limin • t m. ,."; : i;,_ _ . _ _ _ _ _ _ ._ Ti14., 'I _ t! 1 ; ;1 - •I i . , 6 .410F11161_7. •■ [P-410F111619i 3 CONDULET L',,L I !IMO 1 ' CONDULET'INIMMIIIIIMIII I I um __ _[P-410F11 4] [5 . . - -- - - - - -- - - -- =r-- - - - --- -0411,01121 ! --1- 11101111 ! ! * III • ---- 1 - -71IM 7E 61 5] fi I ,lot _ _ II WI .. a .,,40....-H S-410FE1 Alt , tam f_ 1618 . , ,--- - ."--'. — _ ..r, pg• _ _ .L. 0 -"= .. .:" . ___ E ..-_".....:".. L ...--. 4. . ....„-.. .. - -4 - . ---- - ".-- -'27ff-1 r -:-:-- ; -; — - - 7 -=::-- 1 1 ________=____ ----$---.- , . I 1 r -i i , -te 410T I - -ti 0= 7 Tort161 7 re 1 i •,. — • - - - -- [S - 410FE - 1151 • ,7 ! , :, ,,--.0. LS-410FE1619 J SIGNAL 410FE1615 , i- P r i ___ _ v , -1 ! . r•• — .....F' . I . --..----- I _ .271 TT •.•.=.."% ... 410FIT1615 ;11:e: 1 !:(..5''' 7 ap-G-5-11" - I ■ i . . , 1 ...SD01181 1:) - 121 (EX) (SOO 5 • jj ' ' 410AIT1603 - - - S-41 CV1617] ....,,, - ,I=I . I I ... :' v I I ? 41 " • . I 0 _ 11 j Pt%.- _-. • i I . I 1 :i [S-410FE1615 0 I I' . CI . I [S-410FCV1616] 4 OAE S 6 - 03-1 [S OAE1 603- 2] 1 1 410AE1603-1] 410FCV1 617 1!1: 41 OAE1603-2 - !I [S-410FCV1619] t : ' i I t ! I 3" CONDULET . ' ; : • t -11 410FCV1615 I I i ; ; : 0 . 410FCv1619 II : 1 I III ; P . . [S-410FCV161 11 I I 1 (rrp) 410FCV1618 1 1 . : I ' I 410FCV1616 410FE1618 I ; I — [S-410FCV16183 • I . . . 1 I . I I AE5134-(EX) DO#2 K1;111 • ® . i • ; , 1 I I : 1 o • ; .1. • . I I ' I . fil (TYP) J. 1 1 I H I CELL NO. 7A • it -1 i /.41140 { • / -. • I I 1H I ' I 1 I i . :1 ; • CELL NO. 7B CELL NO. 7C CELL NO. 7D CELL NO. 7E 1 I. I . i i 1. , LOCATiON J II , , ,, / . APPROXIMATE l I , ' 1 I , • I I. I/ I i I . • : 1 V _ g5 - 1 ' I . . : I . . , 1 • • , ; ) ; 1 1 1 ' i 1 0 AE5134 (EX) D0#1 r :, ,. CELL N ",- AI5134(EX 0 CELL NO 7E I 4 .. , !I. I CELL NO. 7A • I I CELL NO. 7B CELL NO. 7C CLL O. 7D rA i . . 11 i , ,, . j i ; I 1 LOCATION . 410AIT1604 L I : APPROXIMATE II I i l _ I': ! 116 i , , , o/f f' ... / / 1111 AIR BLAST BOX t, i t 1 11 [S-410A1T1602] I : 5134 (EX) 41 OAE1 604-2 10 :: I I .:::-.. t - ,, '. I , 1 ..,_._-_,-_- • . j 410AE1604-1 CI 1 i il i 1 . 1 l I i ib '- i/i61 Err] 410AE1 - - — !410AIT1ii02 [P SD vi 51 or : I - vi 61 69 _ - - - , . G 5123 S41 OAE1 604- 1] i - 14 5111 , , — - - , SOG ! 1 40 g ----- : t : _ [ S-410A1 ;0 • I ! eN [S I . I it'-.--___ ' , i 1 j AL ? . , I _ _ _ _ _ _ _ _ _ _ _ , _ • _.7 = ••• _ - • --- _ , - __ - _•_..i • - p_L - __7___ _ Poi ; •=i - 4 ' r-m ----- - .. - 7 - 11 - xi mm- -- - - 1 _ -- -- - -- - - iiiiiiiiiimi - iiiiiiiii; t . = 7;,' I L __ .. . _ - . . ___ . .. ____ ; .. _ _ __. _ ,. . i . I-: ITT , 1 1 i 0 : 0 - 1 . , 1 ri 1.11.1.1111111111MI i I I I : e : !,.,:i.10 . 11141111D1_ CIRO t • LL , ; ..,, MINIUM II• - , : I -1-1 11-1...' cj_I_____ 1 j :tilt • ,J i. ___,......._ ..___ _ ,1111111* s i It • ' I _ _ __ ___, /, I : 1 I L 7_7_2_ _ 7=7 - - - . - - - 1 - "L 7= :::7 -77- 1 . - -r - - - ' — .. is 6 . - ..---- - - - • - - --• • - • • • 7. . - - -.• i----- _ - r--- • i (P-410AIT1604] ! . 1— _ ...1..: • -- ----•• - —1 II 1- 1 I ELECTRICAL PLAN , REFERENCE ONLY SCALE: 1/4" = 1 E-201 NOT APPROVED WITH THIS PERMIT Ek_CON ASSOCIATES. INC. ,1 ' ENGINEERS - CONSuLTANT8 CLIENT LOGO: ■INE■low••■.■■■■■■•■ PROJ NAME: SHEET: OF: DWG '1 DAN MSS DATE B/7/06 MIIIIIMIE WEST YOST DURHAM AERATION BASIN 1 04 E I! PLOT DSM JBB DWOP E-203 THIS BAR IS ONE iNci-I CleanWteri WO 912 PLUG FLOW MODIFICATIONS DATE' VA . •RE . MN . . Soho 425 1 CHIC: CAD FILE t 5 WHEN DRAWING IS FULL 1703-0613-E-203 . Our asaiseitment is clear. PLC*: ASSOCIATES Weelmn.O.aponOTOSS 44 Arr s10 scALE. ( 503) 857-8613 evis . I. PROJ SONE: NTS REv• DATE DRN APPD DESCRIPTION 1 SS N. First Avenue Suite 270 HIlleboro, Oregon 97/2 Comsdr ELECTRICAL PLAN g in En,i,,,,, FAX (503) 722-2342 .. PROJ IA ENGR sum.; EXPIRES: 0/30/0B ■ I 1 (S- 410FIT1614) [$- 410FCV1614] GENERAL NOTE: [5- 410AIT1601] (5-410F1T1613] [S- 410FCV1613] [S.410FIT1615] [S- 410FCV1615] (S-410FIT1616) I B-5301 I 1. FOR CIRCUIT NUMBER AND WIRE SCHEDULE SEE 111141 _ [S-410FCV16161 (S- 410AIT1603) o DRAWING E-205. (S- 410F1T1617] [S- 410FCV1617] i i (S-410FIT1618] [S- 410FCV1616] 2. CONDUIT RUNS ARE DIAGRAMATIC REPRESENTATION IS- 410F1T16191 [S- 410FCV1619]r — ONLY. [S- 410AIT1602] [S-410AIT1604] I Rae EL 156.17 3. FOR RISER DIAGRAM SEE DRAWING E -206. I \ I VFp 6501 I / I VF0 6101 I I MCC-5001 I CP -5301 I EL 154.75 I I l � .� CONTROL PANEL __- CP-5020 I I i i �--)-no- EL 156.17 I I EL 154.75 I 1, � INSTRUMENT TRAY �o 8 -5302 5 i • EL 156.17 - � � • I (P- IP5032CKT#41(EX) r-'° IP-5032 I 8 "x 8 'OIL TIGHT - - r LAY -IN WIREWAY I \ EL 156.17 I EL 155.75 I CP I _ 4-4 i I MCC-5030 I 1 , r CHEMICAL BUILDING FEEDER TRAY \ ) J EL 158.17 4- -MC -G•503 - I I LCP -00403 ] \ ' \ S EL 156.17 / I MCC-5003 CP-5034 I ` o 1 EL 156.17 I I XFMR -5009 I 5KV TRAY INSTRUMENT TRAY L F L -1 EL 156.17 — EL 156.17 I - 'f 15KV POWER TRAY r � I o-------4" F I 1 I] EL 149.00 N — I LP 5012 PP -5013 I 11 I r r--- 1---1— ' REFERENCE ONLY $ PARTIAL ELECTRICAL ROOM AND TUNNEL PLAN 1 NOT APPROVED WITH THIS PERMIT i NTS E -201 E.CON ASSOCIATES. INC. • . 0 R s ENGINEERS - CONSULTANTS ,.. ...... i. \\7: G)N " En'r� ~ DRN: MSS DATE: 8"6 CLIENT Loco: WEST YO S T PROJ NAME; SHEEP. OR DWG IA - 4r :.( P_, k �� `=y7, DURHAM AERATION BASIN 1 I DON: JBB DWG# E -204 THIS BAR ISONEINCH CleanV Ater SeIVl '� PLUG FLOW MODIFICATIONS 9/22106 �►t.° r' CNN: CADFlLE 51703-0613 { -Z(µ WHEN DRAWING IS FULL 1 LOW425 �' q SCALE. Our commitment i. clear. g 5 S O C 1 A T E 5 was 4 u�m. a•w� mass 4.,-, 51 CWS P P J SCALE NTS REV DATE ORN APPD DESCRIPTION 155 N. first Ar.nu• SuN. 27D Hillsboro, Oman 97124 (�) R 7 22-0BIJ PARTIAL ELECT. ROOM 5020 PLAN PRO D Consulting Engineers FM (60.3) rn 0013 PRO it: BiGR STAMP: EXPIRES: 6J30f63 fi I I CONDUIT AND WIRE SCHEDULE CIRCUIT WIRE SIZE I NUMBER FROM TO (NUMBER OF COND.) NOTES P- IP5032CKT#4 MCC50301 IP -5032 CKT# 4 (EX) 05TJB0001P - T81 TC (2) 10AWG, 10AWG ONO (EX) INTERCEPT EXISTING CABLE AND TERMINATE ON TB1 IN TERMINAL BOX P -05TJB105000P 05TJB0001P - TB1 O5TJB5000P TC (2) 10AWG, 10AWG GND (EX) (EX) TERMINATE CABLE TO TB1 THAT CONTINUES TO 05TJB1 -5000P P- 410F1T1813 410FIT1813 05TJB0001P - TB1 (2) 12AWG, (1) 12 AWG GND VIA DISCONNECT SWITCH . I P -410A1T1601 P 410FIT1614 410AIT1601 05TJ80001P - TB1 (2) 12AWG, (1) 12 AWG GND (2) 12AWG, (1) 12 AWG GND VIA DISCONNECT SWITCH 410FIT1614 OSTJB000IP -T81 VIA DISCONNECT SWITCH P- 410FIT1615 410E171615 05TJB0001P - TB1 (2) 12AWG, (1) 12 AWG GND VIA DISCONNECT SWITCH P- 410FIT1619 410FIT1619 05TJB0001P -TB1 (2) 12AWG, (1) 12 AWG GND VIA DISCONNECT SWITCH I P•41OFIT1618 41 OFIT1618 OSTJ80001P - TB1 (2) 12AWG, (1) 12 AWG GND VIA DISCONNECT SWITCH P-410AIT1603 410AIT1603 05TJB0001P - TEl (2)12AWG, (1)12 AWG GND VIA DISCONNECT SWITCH P -410FIT1617 410FIT1617 05TJB0001P -TB1 (2) 12AWG, (1) 12 AWG GND VIA DISCONNECT SWITCH I P -410FIT1616 P -410AIT1604 410FIT1616 05TJB0001P - TB1 (2) 12AWG, (1) 12 AWG GND (2) VIA DISCONNECT SWITCH 410AIT1604 05TJB0001P -TBt VIA DISCONNECT SWITCH P -410A1T1602 410AIT1602 05TJB0001 P - TB1 (2) 12AWG, (1) 12 AWG GND VIA DISCONNECT SWITCH P- CD6101 -1 MCC MCTE CD6101 (21 D) CD6101 -DISC SW (EX) (3) 12 AWG, (1) 12 AWG GND I P CD6101 -2 CD6101-DISC S-410FIT1613 CD6101 DISC SW CD6101 -M (3) 12 AWG, (1) 12 AWG GND 410FIT1613 PLC4 - CP5034 TC (1) 18 AWG TSP S- 410FCV1613 410FCV1613 PLC4 - CP5034 TC (2) 18 AWG TSP S- 410A1T1601 410AIT1601 PLC4 - CP5034 TC (2) 18 AWG TSP I S -410FIT1614 410FIT1614 PLC4 - CP5034 TC (1)18AWG TSP S -410FCV1614 410FCV1614 PLC4 - CP5034 TC (2)18 AWG TSP S- 410FIT1615 410FIT1615 PLC4 - CP5034 TC (1) 18 AWG TSP I S- 410FCV1615 S -410FIT1619 410FCV1615 PLC4 - CP5034 TC (2) 18 AWG TSP 410FIT1619 PLC4 - CP5034 TC (1) 18 AWG TSP S- 410FCV1619 410FCV1619 PLC4 - CP5034 TC (2) 18 AWG TSP S-410FIT1618 410E171618 PLC4 - CP5034 TC (1) 18 AWG TSP I S-41OFCV1618 S -410AIT1603 410FCVI618 PLC4 - CP5034 TC (2) 18 AWG TSP 41 DAIT1603 PLC4 - CP5034 TC (2) 18 AWG TSP S -410FIT1817 410FIT1617 PLC4 - CP5034 TC (1) 18 AWO TSP S-410FCV1617 410FCV1617 PLC4 - CP5034 TC (2) 18 AWG TSP I S -410FIT1616 410FIT1616 PLC4 - CP5034 TC (1) 18 AWG TSP S 410FCV1616 410FCV1616 PLC4 - CP5034 - TC (2) 18 AWG TSP S-410A1T1604 410AIT1604 PLC4 - CP5034 TC (2) 18 AWG TSP I S 410AIT1602 410AIT1602 PLC4 - CP5034 TC (2) 18 AWG TSP S-410FE1613 410FE1613 410FIT1613 B CONDUCTOR SHLD CABLE MANUFACTURER RECOMMENDED CABLE S- 410AE1601 -1 410AE1601 -1 410AIT1601 MFGR SUPPLIED CABLE PVC CONDUIT OPEN ON BOTH ENDS. VERIFY LENGTH BEFORE ORDERING S -410AE1601 -2 410AE1601 -2 410AIT1601 MFGR SUPPLIED CABLE PVC CONDUIT OPEN ON BOTH ENDS. VERIFY LENGTH BEFORE ORDERING I S-410FE1614 410FE1614 410FIT1614 8 CONDUCTOR SHLD CABLE MANUFACTURER RECOMMENDED CABLE. S- 10FE1615 410FE1615 410FIT1615 8 CONDUCTOR SHLD CABLE MANUFACTURER RECOMMENDED CABLE. S- 410FE1619 410FE1619 410E171819 8 CONDUCTOR SHLD CABLE MANUFACTURER RECOMMENDED CABLE. I S -410FE1618 410FE1618 410E171618 8 CONDUCTOR SHLD CABLE MANUFACTURER RECOMMENDED CABLE. S-410AE1603-1 410AE1603-1 41OAIT1603 MFGR SUPPLIED CABLE PVC CONDUIT OPEN ON BOTH ENDS. VERIFY LENGTH BEFORE ORDERING S 410AE1603 2 410AE1603 2 410AIT1603 MFGR SUPPLIED CABLE PVC CONDUIT OPEN ON BOTH ENDS. VERIFY LENGTH BEFORE ORDERING • S- 410FE1617 410FE1617 410E171617 B CONDUCTOR SHLD CABLE MANUFACTURER RECOMMENDED CABLE. I S-410FE1616 S 410AE1604 1 410FE1616 410FIT1616 8 CONDUCTOR SHLD CABLE MANUFACTURER RECOMMENDED CABLE. 410AE1604 1 410AIT1604 MFGR SUPPLIED CABLE PVC CONDUIT OPEN ON BOTH ENDS. VERIFY LENGTH BEFORE ORDERING S-410AE1604 -2 410AE1604 -2 410AIT1604 MFGR SUPPLIED CABLE PVC CONDUIT OPEN ON BOTH ENDS. VERIFY LENGTH BEFORE ORDERING S- 410AE1602 410AE1602 410A1T1602 MFGR SUPPLIED CABLE PVC CONDUIT OPEN ON BOTH ENDS. VERIFY LENGTH BEFORE ORDERING I S CD6101 -1 MCC MCTE CD6101 (21D) • CD6101 -LCS (EX) (7) 14 AWG, (1) 12AWG GND S CD8101 -2 CD6101 LCS CD6101 -M -NSH NSHH (4)14 AWG, (1)12AWG GND S- CD6101 -3 MCC MCTE CD6101 (21D) 10P401-PLC (4)14 AWG, (1) 12AWG GND 2 SPARE 14 AWG WIRES - II CIRCUIT NUMBER AND WIRE SCHEDULE REFERENCE ONLY NTS NOT APPROVED WITH THIS PERMIT EICON ASSOCIATES, INC. . ENGINEERS • CONSULTANTS �e O,ED PROF/ CLIEM LOGO: PRO.' NAME V v O SHEET: OP CNN . 1)204 MSS DATE: 8/7/06 WEST Y O S T DURHAM AERATION BASIN 1 - .. II DSN: JBB D E -205 THIS BAR IS ONE INCH �� r PLUG FLOW MODIFICATIONS aTe 9/22/06 _ F ^/ v T ! tfr �''. + '='► CHIC 000RLES•. 51703-0513 -E -205 WHEN DRAWING IS FULL Oor eemoi�autiE.l. . � '� CIRCUIT NUMBER PLC e. `�`O� 06 03 SCALE. ASSOCIATES w.n Linn. gMfi SINS' (603) 0572813 AND WIRE SCHEDULE Cws 0 . P MNGR SCALE NTS REV DATE MN APPD DESCRIPTION 155 N. First ANNA. SNN. 270 NIli,bon. Dn 9u^ 97124 C,mu &gi^s,ri FAX (003) 7227342 PROJfi MGR STAMP: EXPIRES:6/30M I FIELD PROCESS AREA (AERATION BASIN) TUNNEL AERATION ELECTRICAL ROOM OUTDOOR WET / COROSIVE AREA (REFERENCE DRAWING E -203) INSTRUMENT NDOOR DRY AREA (REFERENCE DRAWING E -204) O5TJB000I TRAY I @ 410FIT1614 Q 410AIT1601 Q 410FIT1613 E _ e__ ____„----[P- 410FIT1614]P 410AIT1601] �P- 410FT1613] ,, [P-410A1T1601] 1 1/2 "C, (22) #1 , [P- 410FIT1613] MCC -5030 / �3/4 "C, {2) # ° - 3/4 "C —3/4 "C (11) #12G . [P- 410FIT1615] IP -5032 I D J (1) #12G [P- 410FIT7616] p p [P- 410AIT1603] [P- 410FIT1617] [P- 410FIT1618] I Q\-- 1"C, (4) #12, (2) #12G 1 "C. (6) #12, (3) #12G [P-410F1T1619] [P- 410AIT1602] [P- 410AIT1604] 410FIT1615 Q 410FIT1616 Q 410A1T1603 Q 410FIT1617 Q 410FIT1618 Q 410FIT1619 P- 410FIT1615] P- 410FIT1616] P 41OAIT1603] P- 410FIT1617] P- 410FIT1618] P- 410FIT1619] 3/4"C, (2) #12, 3/4 "C ., 3/4 "C 3/4 "C 3/4 "C 3/4 "C 1 1/2 "C, (1) #12G .r (16) #12, El El ° p hi p (8)#12G 1 "C. (4) #12, (2) #12G 1 "C. (6) #12. (3) #12G 1 "C, (8) #12, (4) #12G 1 "C, (10) #12. (5) #12G 1 "C. (12) #12, (6) #12G 410A1T16024 Q 410AIT1604 P 410AIT7602] P- 410A1T1604] .r 3/4 "C, (2) #12, 3/4 "C I (1) #12G .• ° 1 "C, (4) #12, (2) #12G 410FIT1613 TC 3 "C I Q 410FIT1614 /\ 410AIT1601 Q S 410FIT1613] 4 S 410FIT1614] 5- 410AIT1601] '• 0 410FCV1613 3 "C, TC CP -5034 Q 410FCV1614 5- 410FCV1613] 4 3/4 " C ' r • ° (29)18AWG — (5- 410FIT1614] ' S- 410FCV1614] " 3/4 C ©r 3/4 "C TSP [S- 410FCV1614] PLC4 [S- 410AIT1601] p ° ° [S- 410FIT1613] [S- 410FCV1613] 3 "C, TC [S- 410FIT1615] 1 1/2 "C, TC (3) 1 1/2 "C. TC (5) 1 1/2 "C, TC (8) , 18AWG 21 [5- 410FCV1615] I 18AWG TSP 18AWG TSP 18AWG TSP T [5- 410F1T16 410F1 T1616 410FIT1617 410FIT1618 410F1T1619 [S-410FCV1616] 0 410FIT1615 /\ S- 410F1T1616] Q 410AIT1603 () S- 410FIT1617] ," S- 410FIT1618] ,' S- 410FIT1619] (5- 410AIT7603] 410FCV1615 18 0FCV S- 410FIT1615] r r 7 Q 410FCV161 "' Q 4116 ' Q 410FCV1619 [5- 410FIT7617] n \410FCV1616 S-410A1T1603] [5- 410FCV1617] I 5- 410FCV1616] .r 5- 410FCV,617 S- 410FCV1618 S- 41OFCV1619] [S- 410FIT1618] ,� 3/4 " C EL,- •' , 3/4 "C p 0 " ©�•• ©�" [5- 410FCV,618] ' 5- 410FCV,615] . 3/4 "C '� .010... 3/4 "C t1 3/4 "C 1 3/4 "C [5- 410FIT1619] 0 p p p hi ; p ; p [S- 410FCV1619] GENERAL NOTE: [S - 410AIT7602] 1. FOR CIRCUIT NUMBER AND WIRE SCHEDULE SEE DRAWING E -205. 1 1/2"C, TC (3) 1 1/2"C, TC 1 1/2"C, TC 1 1/2"C, TC 1 1/2"C, TC 1 1/2"C, TC [5- 410A1T1604] 2. NOT ALL REQUIRED CONDUIT BODIES ARE SHOWN FOR CLARITY. 18AWG TSP (6) 18AWG (8) 18AWG (11) 18AWG (14) 18AWG (17) 18AWG TSP TSP TSP TSP TSP 3. FOR EQUIPMENT LOCATION SEE DRAWING E - 203. n 410AIT1602 5- 410AIT1602] Q 410A1T1604 S 4. FOR INSTRUMENT AND POWER CONNECTIONS, SEE LOOP WIRING DIAGRAMS. ./ 3/4 "C 3/4 5. 5. ALL CONDUIT, CONDUIT FITTINGS, CONDULETS AND CAST BOXES TO BE .r PVC COATED. ° • REFERENCE ONLY 1 "C, TC (3) III ELCON ASSOCIATES, INC. E iO EERS - CONSULTANTS _ ��0 PRy/F CLIENT PROD NAME: NOT APPROVED WITH THIS PERMIT SHEET: OF: DWG r pir DR/L M SS DATE: 6/7 /O6 .11111111M= W E s T YO S T DURHAM AERATION BASIN 3 Derr JBB DWG E -206 THIS BAR IS ONE INCH CleanWa6Cr Se[ViCes �� lean SluhwNO Re PLUG FLOW MODIFICATIONS °A_ '�° 9 2/OS E �t ■1116 �•' illi WHEN DRAWING IS FULL Oar sossitm9nt its clear. sits 425 AERATION BASIN 1 ELECTRICAL Keg: CH: CAD FILE a 517034613 -E•200 ASSOCIATES +�.nw�. OM m9ee ,M/i s110' SCALE. (5a9) 6674313 RISER DIAGRAM cws I� PROJ SCALE NTS REVS DATE CRN APPD DESCRIPTION 155 N. FIM A,enln Sulte 270 Hillsboro. Onyon 97124 Commitirg Engineers FAX (5W) 772-2942 PROJR ENGR STAIAP: EXPIRES: MOM 11 MNGR - — _. I I DISSOLVED OXYGEN / / GENERAL NOTE: TRANSMITTER F ;', 0 Oe 1. FOR CIRCUIT NUMBER AND WIRE SCHEDULE SEE E -205. I 0 L • 2. FOR INSTRUMENT AND POWER CONNECTIONS. SEE LOOP WIRING • a • DIAGRAMS. 3. PROVIDE END CAPS FOR ALL UNISTRUT SUPPORTS. L- 1/2" FLEX LIQUID W. `'" _-:: - , µ KEYED NOTES: PVC COATED 1 /Z" HUB (TYPICAL) �- - ` O PROVIDE WIRING, PROBE, AND SOLENOID FOR SECOND DESOLVED OXYGEN PROBE WHEN TIGHT CONDUIT - - - -� � f 1 REQUIRED. AIR BLAST-\ \ \\ BLOCK BOX 5 AIR BLAST I SOL. # -�1�, .,�..... -- PROVIDE SOLENOIDS X" TH 3!4 ",' CONDULE T PV COATED PART NO C O X 2 8 N D U I O R T BODY AP PRO VE D FOR W IRE S L P TO AIR BLAST - - SOL. # �'` __ —^ \' �� 2 B ETT S C EQUA G - O PROVIDE 30AMP, 240VAC, 2 POLE SWITCH WITH LOCK COVER NEMA 3R, THERMOPLASTIC - - � � -eeew.eer .. ,rtG .e.aL,.e. � - ` �_ . _ ENCLOSURE, PART NO. HBL13R22D OR APPROVED EQUAL. I � J ti C1_13 0 : • P ROVIDE -r CONDULET PVC COATED CONDUIT BODY, 314• MINIMUM, SIZE AS REQUIRED. -tildO PVC COATED 3/4" HUB (TYPICAL) ®"" _ - I ' i` I. O PROVIDE 6 POSITION, 20A, 300V TERMINAL BLOCK, BUCHANAN PART NO. 1546306-6 IN A 3/4" FLEX LIQUID TIGHT . - -- - — W ' +ter +•M•." - r^ ^^. : STAINLESS STEEL 4X ENCLOSURE. HOFFMAN PART NO. A60404CHNFSS AND PANEL A6P4, OR CONDUIT (TYPICAL) APPROVED EQUALS, t I O CD HOOD NOT REQUIRED FOR DISSOLVED OXYGEN TRANSMITTER. 0 0 DISC. SW 3 t^ _._ 0 PROVIDE Y8" X 6 X 6' NEOPRENE RUBBER COVER. ATTACH USING DISSOLVED OXYGEN TOP TWO COVER SCREWS WITH SS FLAT WASHERS. I 0 0 3/4" PVC COATED GRS (TYPICAL) - PVC COATED REDUCER, AS TYPICAL D.O. EQUIPMENT ELEVATION I REQUIRED PHOTOGRAPH OF EXISTING INSTALLATION FOR REFERENCE ONLY ., ,,015., PVC /GRS CONDUIT 0 I I I (TYPICAL) ' _ TO FLOW ELEMENT - =11.11=111 1111111 ± I 2-0' MIN DEPTHS AS FOLLOWS: .: - 4^ 6' MIN 6' MIN d2 = d + 3 ' TYPICAL DISSOLVED OXYGEN TRANSMITTER CONDUIT LAYOUT I 0 - NTS a TOP AND SIDES Sil ' FORMED FROM ,I�I i ----.- SINGLE SHEET � 10 GAUGE ' ' ( ,o � ALUMINUM ` K 120 VAC FOR INSTRUMENT MOUNTED TO e I 2 L N BACK PROVIDE MIN 1/4' AIR GAP �I FIELD ' BETWEEN DEVICE AND BACK �� INSTR y N 1 'v 1!° :: 05TJB0001 ,� - _ I I - - o SST UNISTRUT, 5/6" BOLTS, !� �, g * ; NUTS AND WASHERS --- --- I 410AE1601 © HANDRAIL —,_ �� • 'i' FIELD � � 1�� TB -3 O • • • 0 • I/ TB -6 AIR SOLENOID _ INSTR �`I I BACK FORMED FROM / / .% © #Z SST 5!B' I � SINGLE SHEET 10 I © U- BOLTS, NUTS I GA UGE TO TOP AND ALUMINUM. TA LIM CK TB-2 p • • • Q • 410AE1601 AND WASHERS � 1 WELD CO 4 AIR SOLENOID TB -5 A NOTE O SIDES ASREQ'D 1 I PROVIDE HOOD FOR ALL ELECTRONIC TRANSMITTERS FOR INSTRUMENTS MOUNTED TO OFF ON 41 OAE1601 INSTALLED OUTDOORS, A�I �� HANDRAIL USE MANUFACTURES i • (X) Q • Q • 0 TB - TRANSMITTER EXCEPT DO TRANSMITTER Ai II H T A A NND I ARD E PIPE MOUNTING TB -1 ill CONDUIT LIQUIDTIGHT FLEXIBLE METAL BODY POWER SAFETY SWITCH CONDUIT (TYPE TO MEET AREA PROVIDE MIN 114 ^AIR GAP CLASSIFICATION) BETWEEN SWITCH AND BACK TYPICAL FLOWMETER EQUIPMENT ELEVATION 4 r TYPICAL DISSOLVED OXYGEN INSTRUMEN PHOTOGRAPH OF EX ISTI INSTALLATION FOR REFERENCE ONLY - I 0 PO WER WIRING SCHEMATIC 0 REFERENCE ONLY P NT FIELD INSTRUMENT INSTALLATION WITH HANDRAIL MOUNTED HOOD ® NOT A PP RO VED NG WITH THIS PERMIT NTS E .CON ASSOCIATES. INC. ` p ENSe$ERS - CONSULTANTS V GUIpt CLIENT LOGO: PRD•1 NAME SHEET; OF: DM It - mu MSS DATE 8/7/06 �1 ` W E S T Y O S T DURHAM AERATION BASIN 1 _ 1 ,04 ' PLOT Div; egg Owor. E -207 THIS BAR IS ONE INCH i P.aIIWd�L C 'X�yiCeS PLUG FLOW MODIFICATIONS Oar 9/22106 7 Sr.. , .. WHEN DRAWING IS FULL ' ' Teoo� E -20 " t CHI: CAD FILES: 51703-0613-E-207 ASSOCIATES 441•1 auks 42.4 • 01 •05^ 07041 coasitee,Ot is clea r. . 4 07 SIN SCALE. (503 1 0574413 r R: SCALE: NTS REV DATE DM APPD DESORPTION 155 N. PIM Avenue SuNe 270 Nllleboro, Oregon 97124 Consulting Ergthem FAX (3071 77823/2 -' PRO7 t. ENOR STAMP: EXPIRES: 8f30K18 - - - - - - -- ------------- - - - - -- - - - - - -- - - - - - -- - -- --- CP -5034 - I CP5034 I CP -5034 06LCP00403 NOTE 1 CP5034 NOTE 2 •10AT1603 ZI5101 YS5101 -1 FY5101 ZC5101 FT5101 i 410AT1601 410FT1635 410ZT1635 HS5141 YS5141 -1 HS5141 -1 DO f S A POS AUTO REQ FLOW DISP POS CTL FLOW DO FLOW POS OFF/READY START/STOP 1 D0 t 410 6D2 OPN/CLS t AUTO STAT t AUTO SEL 1SET O NT DISP REMOTE r 410 D0603 t 4 POS C CTL S I I Y ON t RUN 1 t ON OFF T ( ( NOTES: T T 1. AERATION BASIN 1 PLUG FLOW DIFFUSER AIR LINES. d-(2) 1 I I I I I I I S )� REFERENCE AERATION BASIN 1 CELL 5 FOR TYPICAL L(2) l IL- —1 _ ( 1 A B I CI S DETAIL AND THE FOLLOWING 'AERATION BASIN 1 L- 1. Q. HS INSTRUMENT TAG TABLE" FOR EACH CELLS INSTRUMENT 1 i I ON10FF I 1 TAGS: , 154VDC 112OVAC 124VDC I I YL AERATION BASIN 1 FCV/FIT INSTRUMENT TAG TABLE I ZI 10, I I HIK I Fl I j - -�--------- `4 CELL FE/FIT TAG FCV/ZC/ZT TAG 5` i 101 I L --- -- - - -- CELLS 410FEIFIT1613 410FCV1613 T I RI CELL6 410FE/FIT1614 410FCV1614 -- ----- - - - - -- — — -- — CELL 7B 410FE/FIT - -- CELL 7A 41OFEIFIT1616 410FCV1616 615 410FCV1615 RAS HEADER 1 — — CELL 7C 410FE/FIT1617 410FCV1617 L 11 503 I� CELL 7D 410FE/FIT1618 410FCV1618 _ CELL 7E 410FE/FIT1619 410FCV1619 G --- ---- --- --- -- -- 1 ( PRIMARY EFFLUENT FLOW - -- -------- - - - - -- - - - -- -- ( - --- ----- - - - - -- --- - - - - -- - --- DISTRIBUTION STRUCTURE -- NO 2 AERATION BASIN 1 AE/AIT INSTRUMENT TAG TABLE A 10F uA • HPA I AR TAG CELL AE TAG 1615 101 I 1 ( 410G1102 7i 410G1501 M �, 410A171601 CELL 5 410AE1601 -1 I; NOTE 1 1� I HPA rFZ Y 1 1111 V V V V V V V V V I � 81 I I , CELL 6 410AE1601 -2 �� ' I ABM -5109 M 1 1\ 1 410AIT1602 CELL 7A 410AE1602 D01201 DO ; II NOTE 1 I - -- 410AIT1603 CELL 7B 4i0AE1603 1 1 I I DO CELL NO. 7A I I o I I ' DO 3 V V V V NOTE 2 1 1 ' I I NOTE 3� �/ FI I CELL 7D 410AE1603 2 IABM5101I 1 I FE I 111 410AIT1604 CELL 7C 410AE1604 -1 rg 5111 CELL 7E 410AE1604 -2 I 11 1 p HPA I D i20V Vtl 1101 M I I /� , I , ; f U 4 60 OA1� - BFV51O2 IABM -51084 i 2. AERATION BASIN 1 EQUIPMENT, MIXERS ABM -5101 I NOTE 1 f f ' L __] <= I I CELL NO. 6 CELL NO. i I N ARP -5101 , AND MLSS RECYCLE PUMP, MRP -5101. I V V V V V V V V V Cr DO I I D01120V 1 =__ I1 N THROUGH ABM 5109, ANAEROBIC RECYCLE PUMP, 1 1 iiiiii YYYIYYTTTTTT = _= 1 111 I 1 1IL REFERENCE AERATION BASIN 1 CELL 1 MIXER -, ;1 J-`–i OA I I N NO 2 I < TYP FO i 60 '1 ' 1 1 NOTE 1 I 1 I CELL NO. 76 AAB " A6M AERATION 5101 FOR BASIN EQUIPMENT ICAL DETAIL TAG AND TABLETHE " FOR LLOWING I i , I 41 DFIT 46C 41T ryl N TE 2 1 INDIVIDUAL TAGS: ' OF HPA I I I 1 I I IABM -51074 AERATION BASIN 1 EQUIPMENT TAG TABLE 1 { I ' 1 1 I 161,3 61 61 I 1 M < ' EQUIPMENT DESCRIPTION TAG 1 61 T HPA ■ �' �� NOTE 1 CELL 1, MIXER ABM 5101 5141 L t 1 V V V V V V V V Q NOTE 2 I ABM -5102 < CELL 2, MIXER ABM 5102 5142 CELL 3, MIXER ABM 5103 D0 II 1T 1 V OV 1 DD pA I 410A I I < CELL 4, MIXER ABM 5104 5144 ~– - f -- ?+ I 1 1- L 3 V V V V V �^ ' ' CE CEL L 45 , MIXER R ABM M 5105 5107 5145 1 ' > I 1 I CELL N0.7C ' 'BF NOTE 3 4ABM 5106) I I V V V y < NOTE 3 Lj- CELL 5, MI MIX ABA BM 5106 5146 5147 1 DF HPA I I CELL NO.5 CELL NO__ 2 1 li ' I I I C = = NOTE 3 =1=1 I I I I I _ CELL 6, MIXER ABM 5108 5148 > N 1 D� p I I < I I 1 1 l 1 I NOTE 3 CELL 6, MIXER ABM 5109 5149 V V V V V V V V �� ► - J N TE 2 NT 2 1 ANEROBIC RECYCLE PUMP, ARP-5301 5151 Y ' 1 MLSS RECYCLE PUMP, MRP5301 5161 I i > I I IM1I B� VI . 1 I V V V V I 3. NON - POTABLE (W3) WATER (NPW) FLUSHING CELL NO.7D H H i , 1\1 CONNECTION. REFERENCE AERATION BASIN 1 CELL 1 I 1 ! ! < N TE 2 _ I FOR TYPICAL CONNECTION DETAIL AND THE u i .� O1ZF HPA ) � I I 1 I ` 5 I I l FOLLOWING "AERATION BASIN 1 NPW TAG TABLE" FOR INDIVIDUAL TAGS: I 410 © 4ABM -51054 4ABM -1044 M I AERATION BASIN 3 NPW TAG TABLE I— —1-1 -1 NOTE I V V V V V V V V V {� BFV5105 NOTE 3 U IABM 51034 I I NOTE 3 5 CEL 5111 TAG HH CELL 1 1 410W1501 i f� -►� V V V V \./ �_ CELL 2 5112 CELL NO.4 ��77 CELL N0.3 CELL 3 5113 CELL NO. I ( I I--- - - - - -- -- --- - - - - -L CELLO 5114 I — 1/1 I/, v v V V V I ---- I� F I/I - I I - - V V v V V - - - - - - - — - - - - — I I I I - - -- -- - -- --- - - - --- -- 1 N■TE 2 NQ E 2 I ,J/, I 1 1 - r. �� — Ilrl / n LRRi 0. -, ARP -51014 // ^^ ' ' ° ~ " , p I120V FE ANAEROBIC REFERENCE ONLY SECONDARY JMRP -5301 DEWATERING CLARIFIERI MLSS RECYCLE PUMP PUMP I t - { I © 1 101 1 1011 RECYCLE PUMP NOT APPROVED WITH THIS PERMIT I CO DEWATERING 1 LOW PRESSURE I PUMP OTHER NPW CONNECTIONS 0 51' AIR HEADER ;1i orw: RKI DATE 6/29/2006 CLIENT LOGE PROJ NA € SHEET: OF DWG S 1 / �� W E 6 T DURHAM AERATION BASIN 1 • DON RK + E208 PLUG FLOW MODIFICATIONS DATE THIS BA I ONE INCH an W�e p , i ces �� 1800 Consulting Rd Ste 425 DATE I ^ /� 0 Q ,,§...-44.235.161 y CHIC CAD FEE le 51703-0Bt3 E208 WHEN DRAWING IS FULL O� o■sv� ■t 6 eirar. Y 0 8 T west Linn, Oregon 503) 657 -8813 PIGS t L V 9i� Rp r• �t.� SCALE. 0 6/2006 RKI RKI DESCRIPTION FAX (503) 722 -2342 PROD f: ENOR STAA7P:I [>Qp M� /"°I MNOR LEC SCALE REVS DATE ORE 'rvo 56 N. WalAwwsur. ITO weep o, onsTtz, t ASSOCIATES AERATION BASIN 1 P81 cwa FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O PLC4 06LCP00403 TS1 CABLE 410FIT1613 -L1 L AC LINE TS3 410FIT1613 0 410F1T1613 -N N AC NEUT mA OUT 410FIT1613 -7 (WHITE) . WX2336+ r 410FlT 410FIT1613 -G G 1613 OUT COM 4-20 MA 410F1T1613 -8 (BLACK) WX2336- FLOW PLC4 r WX2336+ 1/4(2336+ 06 CONDUIT 111111111115111111. TS2 S -41 CONDUIT 410FlT FlT161 D7 1 -5 VDC WX2336- 1613 - -��-, WX2336- BASE 14 P- 410 +1■1110111111111•11M11111=•■- 250 SLOT 4 . - ----■ CABLE 0 OHM __----_— GROUND POINT B _ - PNL# IP -5032 410FE1613 SAFETY CKT/j4 BLACK SWITCH S r m w La. 0 Zi- CONDUIT (( _) -.__---__� CONDUIT P- 410FlT1613� 410FE7 613 410FIT1613 -L1 ,, •iimii 410FIT1613 -N , ee ©o ©oee 410F1T1613 -G , 41OFE 1613 RANGE: 0 -2,000 SCFM • NOTES 1. CONTROL PANEL PLC VO ASSIGNMENTS ARE LISTED IN THE PLC VO LIST FOUND IN THE SPECIFICATION. USE THIS I/O ASSIGNMENT FOR CONTROL PANEL TERMINAL BLOCK AND WIRE NUMBERS. THE I/O LIST CARD POINT NUMBER WILL DETERMINE THE PLC CARD TERMINAL BLOCK DESIGNATIONS. . 2. THE RISER DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. REFERENCE ONLY • NOT APPROVED WITH THIS PERMIT CLIENT LOGO: PROD NAME SHEET: OF: DWG ft ~ 77 , ' ' � . 010t RKI DATE 6/29/2006 ___ - W E S T DURHAM AERATION BASIN 1 /1' D3N: RKI DWG lo: E209 YYtDL [ViCeS '� reps 0 B tnk °'_' PLUG FLOW MODIFICATIONS PLDT E209 °> THIS BA IS ONE INCH ? t3 Rd, Ste 425 DAB` cHC CADF4EM 577030613E20B.DWC WHEN DRAWING IS FULL _ Ovwadtant4dar. t unn, D�e (50 3) 857 -0813 e7oee E LECTRICAL P.CP: P, 1 MY R' \` r� Y O S T (50 yA SCALE. e , _ FAX (503) 722 -2342 AIR FLOW METER LOOP DRAWINGS cws PROD LEC SCALE: REVS DATE oRN APP? DESCRIP ION 155 N. Fin! Mama Su6o 270 HMsbego, Onion 971'14 MNGR PROJ:1: ENGR BTAMP:IF7QIR 0•00/051 F0•00/051 7 FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O PLC4 06LCP00403 CABLE POSITION CONTROL HPA 410ZC1613 PLC4 ]OZC + (WHITE) 1 WY2345+ ^ WY2345+ Al 4 10Z 410ZC 4-20 MA (BLACK) WY2345— 4 -20 mA WY2345— A3 1613 BASE 14 SLOT 6 \..., RANGE: 0 -100 CONDUIT GROUND POINT 1 1613 S- 410FCV1613 m e CABLE DC COM —FU1 0 410ZT1613 9 (WHITE) , I_ FU 24VDC —FU10 41OZT + Q WX2377 \ 1613 8 4-20 MA a (BLACK) i WX2377+ POSITION 250 PLC4 RANGE: 0-100% WX2377+ CONDUIT OHM wx2377+ [ I A2 <oz> 5- 410FCV1613 WX2377— 1 -5 VDC WX2377— A3 BASE 14 SLOT 10 1 0 GROUND H I POINT 1 C r t 410ZS 2 16130 NC TO T TO LOOP NEXT 3 NO OPENED UMIT SWITCH 4 C 410ZS 5 1613C NC 6 NO CLOSED LIMIT SWITCH 410FCV1613 NOTES 1. CONTROL PANEL PLC I/O ASSIGNMENTS ARE LISTED IN THE PLC I/O UST FOUND IN THE SPECIFICATION. USE THIS I/O ASSIGNMENT FOR CONTROL PANEL TERMINAL BLOCK AND WIRE NUMBERS. THE I/O LIST CARD POINT NUMBER WILL DETERMINE THE PLC CARD TERMINAL. BLOCK DESIGNATIONS. 2. THE RISER DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT • DRN: RKI DATE 6/29/2008 CUEN7 LOGO: PROJ NAME SHEET: OF DWG 8 17135 , + . �� W E s T DURHAM AERATION BASIN 1 �+�� rr�� PLOT ostE RKI DWG N' E210 THIS BAR IS ONE INCH (iean' Servic s �� 1500 8 Consulting 3 hip Engineers 5t 425 PLUG FLOW MODIFICATIONS DATE E210 ' � 05K: CA FILE 8: 51 703-0613- E21D.OW6 WHEN DRAWING IS FULL O .r oem*<to.it 6 d.sr. PL P �C �' Y 0 S T so3) 657 -6 61 3 ELECTRICAL H K• SCALE. ASSOCIATE= FAX (503) �z2 —g.2 FCV LOOP DRAWINGS cws PROD LEC SCALE: REV I/ DATE DRN APPO DESORPTION 153 N. That know cull. 270 Nlll.bao, aeon 07124 PROJ N: ENGR STMAPlEXPIRLS: OS/30/0 FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O II PLC4 CP -5034 I 410AE 1601-1-AIR 410AE AB -3 CELL 6 DO 1601 -1 0 RANGE: 0-5.0 PPM I N L G N L I .. CABLE re 410AE1601 -1 ` `$ Z J5 (RELAY A) CABLE QUICK • al I I o o < 410AE1601 -1 -AIR CONNECT FITTING CABLE 0 v o o i NO III J6 C43 r 410AE1601 -L C 4 ! 1 SITE) ^ WX43+ \ 4-20 MA (BLACK) DO I J6 (RELAY B) 5 ...../ "' PLC4 410AE1601 -2 -AIR NO WX43+ \ CONDUIT WX43+ C2 r 410AE1601 -L 410AIT S 410AIT1601 0 15 VDC WX43- 1601 • CONDUIT O r C 1601 250 WX43 C3 BASE 11 I P410AE1601 -1 -AIR CABLE no SLOT 1 J8 J6 WX44 GROUND POINT 3 r 410AIT1601 -L L 1 1 -- t 1 (WHITE) n WX44+ ` 410A1T1601 -N N 2 2 J 4-20 MA ` ` (BLACK) . . DO ' V PLC4 410AIT1601 -G G 1 — . CONDUIT WX44 + D2 , / r CABLE QUICK S- 410AIT1601 1 -5 VDC WX44- I 1601 2 O CONDUIT CONNECT FITTING WX44- 1 D3 BASE 11 P 410AIT1601 -INS OHM \ / SLOT SAFETY PNL #IP5010 ii Nt CABLE GROUND POINT 4 SWITCH s CKT #2 BLACK 410AE1601 -2 1 0 CONDUIT O P -410AIT1601 111 16 410AIT1601 -L ) 410AE 1601-2 AB -3 CELL DO RANGE: 0-55 .0 PPM CONDUIT 410AIT1601 -N P- 410AE1601 -2 -AIR I 410A1T16 01-G REFERENCE ONLY NOT APPROVED WITH THIS PERMIT re $ c N NOTES I m Iii w 1. CONTROL PANEL PLC I/O ASSIGNMENTS ARE LISTED IN THE PLC I/O LIST FOUND IN THE SPECIFICATION. USE THIS I/O 0 0 Zr ASSIGNMENT FOR CONTROL PANEL TERMINAL BLOCK AND WIRE NUMBERS. THE I/O LIST CARD POINT NUMBER WILL v v ° DETERMINE THE PLC CARD TERMINAL BLOCK DESIGNATIONS. Tr 2. THE RISER DIAGRAMS FOUND IN THESE DRAWINGS WILL PROVIDE THE CONDUIT AND RACEWAY ASSIGNMENTS. G N L 3. PROVIDE TERMINAL BLOCKS IN SAFETY SWITCH BOX FOR LANDING POWER, NEUTRAL AND GROUND CONDUCTORS. IF SAFETY SWITCH LOAD TERMINAL IS NOT RATED FOR 3 WIRES. PROVIDE TERMINALS BLOCKS FOR SAFETY SWITCH LOAD N L WIRES. I .- 4. AFT POWER AND RELAY TERMINALS ARE RATED FOR SINGLE CONDUCTORS ONLY. 410AE 0 5. DO ELEMENT AIR BLAST CLEANER SOLENOID VALVE. 1601 -2-AIR 1 DWG �i DRN RKI DATE: 6!29/2006 CUENTLOGO: PROJNAME: ♦� oINi4. t SHEET: OF: DWG t �� W E S T DURHAM AERATION BASIN 1 ��yy c -- 1800Dinko;ixp a,s�.4zs PLUG FLOW MODIFICATIONS PLOT I DsN: RKI , E211 THIS BAR IS ONE INCH � ��'d�s `� w,at unn, o�aon s Qx � � x • CHIC cADPrtFK: 517D3-0813.5211 WHEN DRAWING IS FULL 0� �q ELECTRICAL PLC* E2 1 , Y 0 3 T (503) 857-8813 ��y� U K SCALE. e PR 9 R LEC SCALE REV DATE DRN APPO DESCRIPTION 155N.F stAwm w9Wro90 N6Cao. D.pon57 34 SASSOCUTES FAX tsoa >nzzaaz DO METER LOOP DRAWINGS ENGRSTANPIE7cP . 116/30/01 NOTES E J _, 0 1 PROVIDE AND INSTALL NEW 8 POINT ANALOG INPUT CARD, CTI MODEL 2558. cc a Z 2. PROVIDE AND INSTALL THE FOLLOWING TERMINAL BLOCKS AND FUSES FOR NEW ANALOG INPUT CARD: a m oS w i 000888 "S ° ' " " "' F, ,, `°D ° r "" " ,-< 'I- ' v r r f- r rrrrF -rrrr �r ¢ vi rrrl -r r '- a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 cS m o 0 0 0 0 0 0 0 0 0 0 0 '.-3, 0 o MATERIALS LIST S m !n N to N N to N N N N N to y N N N N N N N N y N to y N N N [� N h W o 0 F R 8 ITEM QTY DESCRIPTION MANUFACTURER PART NUMBER NOTES °- I a ? 1 8 TERMINAL BLOCK, RAIL MOUNTED FUSED ENTRELEC CAT# 115 663.23 24VDC W/ LED BLOWN FUSE INDICATOR 2 m 2 8 TERMINAL BLOCK END PLATE, FOR FUSED ENTRELEC CAT# 116 913.07 a 4:: - 3 24 TERMINAL BLOCK, RAIL MOUNTED STRAIGHT THRU ENTRELEC CAT# 115 116.07 _ 4 0 TERMINAL BLOCK END PLATE, THRU TYPE ENTRELEC CAT# 118368 -16 UK D3 I LBL 02 _ 5 8 TERMINAL BLOCK, RAIL MOUNTED GROUND ENTRELEC CAT# 165 113.16 GMA -1/4 _ 6 8 FUSE, 5 X 20 MM, 1 /4A BUSS 7 1 FUSE, 5 X 20 MM, 2A BUSS GMA -2 IN EXISTING 24VDC TB, SEE NOTE 3 1 3. LOCATION OF EXISTING 24VDC POWER TERMINAL BLOCKS TO PROVIDE LOOP POWER FOR FCV POSITION INPUT TRANSMITTERS (REFERENCE SHEET E213). - 4. TERMINATION POINTS IN CP -5034 FOR THE NEW DO METER INPUTS ARE SHOWN IN THE FOLLOWING TABLE: CP -5034 DO METER TERMINATION SCHEDULE OUTPUT SIGNAL CP -5034 DO METER SIGNAL DESCRIPTION PLC INPUT WIRE TERMINAL GLO1 a ®' q l Mil ESEI I E{ NM 410AIT1601 410AIT1601 -1 AB -1 CELL 5 DO WX43 + 513151 :. 1 '{ 5131 ii m c SHLD SHLD m r. 410AIT1601 -2 AB -1 CELL 6 DO WX44 + 513251 ii E ii o — c e - 513252 r- B co SHLD SHLD o ° a 410AIT1602 410AIT1602 -1 AB -1 CELL 7A DO WX45 + 5133S1 Si m " _ •.:'7. �� - m - 513382 may DM ZN o SHLD SHLD Ea I... 410AIT1603 410AIT1603 -1 AB -1 CELL 7B DO WX46 + 5134S1 -- - - - 513452 y -_- SHLD SHLD _ ■ 410AIT1603 -2 AB -1 CELL 7D DO WX47 + WX47( +) 8 _ i si • _ g - WX47( -) I = SHLD SHLD m c,',. I is - = �� 410AIT1604 410AIT16041 AB -1 CELL 7C DO WX48 + WX48( +) ii Si o n WX48(-) m �� SHLD SHLD S - r 410AIT1604 -2 AB -1 CELL 7E DO WX51 + 5231S1 ■ o m - 5231S2 y SHLD SHLD 11 il F N o a • : P U m O 5 • ® r DT65 p 4 --- - REFERENCE ONLY - _ -. NOT APPROVED WITH THIS PERMIT I 7 I ii c Z A .. "1 �� R1F.0 ,0i., CLIENT LOGO: PROJ NAME: SHEET: OF: OWG M: DRN: RKI DATE: 8 /17 /ZO06 �� w E s T DURHAM AERATION BASIN 1:v DsN: RKI DWG e: E212 1800 Consulting ll Engineers , slaazs PLUG FLOW MODIFICATIONS DAT OREGON iiP THIS BAR IS ONE INCH WHEN DRAWING IS FULL /t^q�s�i1�l DATE i I cHK CAD FILE *: 51703 0613 - E212 ro t 6 deal. � ' wee Linn, o �� e7068 � � Y � • SCALE. Y O S T (503) 6578813 CONTROL PANEL 06LCP00403 PLC K: `2 9 HA RD K Z LEC SCALE DESCRIPTION 15S N. First AON,u.SWU 270 Hillsboro. Onpm 971U CASSOCA ES FAX (503)T22 -2342 MODIFICATIONS P RR O J X; EACH STHMP:jExryp}3_ o6/3O /a MNGR: REV DATE DEN APPO EXISTING 24VDC POWER TB'S (REFERENCE SHEET E212) . • 24VDC FU10 (BLUE) FU10 (UNMARKED TB GROUP ON DIN RAIL LEFT OF ATB4) 10 (WHITE/BLUE) 24C -FU10 O GLO2 FU CTI 2558 (CONTINUED FROM LEFT) 410ZT1613 I WX2377 �- 8 PT ANALOG INPUT 24VDC AERATION BASIN 1 CELL 5 AIR FCV +24VDC COMMON WX2377+ 250 1 o OHM WX2377+ 1 5 VDC (WHITE) WX2377+ ®A2 (V1 IN) GLO2 © I WX2377- (BLACK) WX2377- V ® (RN 1) I 1 WX2 FU 881 I I 410ZT1617 C WX2881+ AERATION BASIN 1 CELL 7C AIR FCV GROUND 250 I (V5 IN) A6 WX2881+ (WHITE) 1 -5 VDC wxzael+ n FU ```�� 410ZT1614 ( WX2378 WX2881- (BLACK) AERATION BASIN 1 CELL 6 AIR FCV (RTN 5) A7 0 WX2881- \ I WX2378+ _ ( 1 250 GROUND OHM WX2378+ . 15 VDC (WHITE) WX2378+ B2 (V1 IN) WX2378- Y I (BLACK) WX237B- B3 (RN 2) FU X2682 I AERATION T ION _ AERATION BASIN 1 CELL 7D DROP AIR I WX2882+ FCV GROUND 250 (V6 IN) B6 WX2882+ (WHITE) 1 -5 VDC ( FU ' WX2882+ OHM 410ZT1615 ^ WX2379 . WX2882- (BLACK) AERATION BASIN 1 CELL 7A AIR FCV y I (RTN 6) B7 ® WX2882- WX2379+ I 250 GROUND OHM WX2379+ ^ 1 -5 VDC (WHITE) WX2379+ C2 (V3 IN) I FU (BLACK) W iii 410ZT1619 WX2379- X2379 ® C3 (RTN 3) .2. I WX2883+ AERATION BASIN 1 CELL 7E AIR FCV GROUND - 250 I (V7 IN) C6 WX2883+ (WHITE) 1-5 VDC w)(2883+ OHM n FU � 410ZT1616 WX 2380 WX2883 (BLACK) AERATION BASIN 1 CELL 7B AIR FCV I (RTN 7) C7 ®—o WX2883 WX2380+ \ I • 250 l GROUND - OHM J WX2380+ 1 -5 VDC (WHITE) WX2380+ D2 (V4 IN) I FU • WX2380- (BLACK) WX2380 - D3 (RTN 4) WX2384 SPARE Al POINT WX2384+ GROUND 250 WX2384+ (WHITE) 1 -5 VDC „ OHM B (V8 IN) D6 WX2384+ WX2384- (BLACK) r 24VDC +24VDC (RTN 8) D7 ® WX2384- J COMMON GROUND (CONTINUED ON RIGHT) • REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 06LCP00403 PANEL WIRING DETAIL ANALOG INPUT; PLC -04, BASE 14, SLOT 10 NONE NOTES 1. LABEL TERMINAL BLOCKS AS SHOWN WITH MANUFACTURERS PREPRINTED LABELS. 2. PROVIDE AND INSTALL BELDON 8760 CABLE BETWEEN NEW TERMINAL BLOCKS AND NEW PLC ANALOG INPUT CARD AS SHOWN. LABEL CABLE AT BOTH ENDS WITH THE PLC I/O ADDRESS (SEE DETAILS Y 6 Z ON SHEET E214). 3. PROVIDE AND INSTALL 250 OHM, 1 WATT, 0.1 %, PRECISION RESISTOR AS SHOWN. ORN: RKI DATE 8/17/2006 LOGO: PROJ HARE: SHEET: OR DWG* 1 MMIIMIE W E S T DURHAM AERATION BASIN I /Y .. c J - 6 PLOT DM RKI DWG 6: E213 n'�s V S a°rS1:7 E"gineen PL UG FLOW MODIFICATIONS DA =WON O THIS BAR IS ONE INCH 1 e00 ale "k."elw Re, sb,26 E213 CHIC CADFLEt. 51703-0613-E213 WHEN DRAWING IS FULL O West ' "" Oregon 97066 CONTROL PANEL66LCP00403 PLC*: P �� µ I SCALE. Y 0 S T ( 'S03) 651.8813 HA R D PR0.1 DESCRIPTION 15601. P501Avew eSWb27U HCapy% Oregon 67124 0 ASSOCIATES FAX )503)722 -8342 MODIFICATIONS cw$ MGR: SCALE REV DATE ORN APPO DESCRI PROD N: Ems STARP: WWII �� — INTEGRAL SENSOR CABLE 0 WITH MS -TYPE QUICK "--..........,..,. z zc I THERMAL MASS FLOW TWO PIECE r DISCONNECT PLUG END CAP 1 ELEMET, INSERTION LENGTH 4 x6x4" 316 SS 1/4" HPA PIPE LOCKING AND NEMA 4X JUNCTION 1" HPA i, ► PER MANUFACTURERS 114' DIA SS U -BOLT SPECIFICATIONS UV RESISTANT — \1� SWIVEL LOCKING BOX (TYP OF 3) A Z___ -_i I-3 • SCREWS 1/4' HPA CABLE TIE WRAPS I ` L \ ! " 1 I ' COMPRESSION FITTING, ON 1 • — 12'x18' S UPPLIED BY FLOW METER �� K ■ ..■ WELDED 3/4" NPT JUNCTION BOX v ' r. 10 GAUGE MANUFACTURER THREAD- O-LET, SAME 1 ALUMINUM # MATERIAL AS PROCESS PIPE WP CONNECTOR NOTES: ANALYZER -TO- JUNCTION BOX ON CABLES AND INTERCONNECTION CABLE JUNCTION BOXES 1. SAFETY VENTED ISOLATION VALVE. ALL BRONZE, RTFE SEAT, TEFLO - PACKAGINGHA AP 600 LO LBS WOG10 , SAFETY EXHAUST PORT TO EXHAUST THE � PLASTIC TUBING FROM AIR , LD O WATERTIGHT DOWNSTRE AM SIDE 75 WHEN 1. VALVE IS IN CLOSED POSITION, LOCKING BURST CLEANER 1 - 1 /2" DIA SENSOR CONDUIT CABLE SEAL NDOL0 PVC PIPE 2. AIR SET: PRESSURE REGULATOR WITH INTERNAL RELIEF, FILTER, OUTLET PRSGEND ADJUSTABLE REDUCED PRESSURE FR . .6- CONDUIT TO TO AIR BURST CLEANER AIR BLAST CLEANER HEAD ��+-. ANALYZER ASSEMBLY AND CLAMP MEMBRANE D.O. SENSOR HANDRAIL MOUNTING D.O. SENSOR J-BOX PNEUMATIC OPERATOR AND VALVE THERMAL MASS FLOW METER INSTALLATION Ilik DETAIL l a D e DETAL DETAL irk NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE • 0 0 I:.-, REFERENCE ONLY 0 0 NOT APPROVED WITH THIS PERMIT REMOVE FOIL SHEILD 1" HPA .4: ! alms © REMOVE FOIL SHEILD AND DRAIN TO EDGE OF JACKET WIRE O EDGE OF JACKET • 3/8" HPA 3/8" HPA (TYPICAL) • OUTER OUTER PLASTIC AIR BLAST SIGNAL 3" 1" r I I JACKET 3" SIGNAL r I 1 JACKET TUBING (TYPICAL) LEADS LEADS DRAIN E I / I WIRE � NOTES: I 1. SAFETY VENTED ISOLATION VALVE: ALL BRONZE, RTFE SEAT, TEFLON HEAT 2" i 2" . PACKAGING, 600 LBS WOG, SAFETY EXHAUST PORT TO EXHAUST THE SHRINK DOWNSTREAM SIDE WHEN VALVE IS IN CLOSED POSITION, LOCKING HANDLE. TUBING COVER THIS PORTION WITH COVER THIS PORTION WITH APOLLO 75 - 100 HEAT SHRINK TUBING HEAT SHRINK TUBING 2. AIR SET: PRESSURE REGULATOR WITH INTERNAL RELIEF, FILTER, OUTLET SIGNAL WIRE OUTER WIRE OUTER PRESSURE GAUGE, AND ADJUSTABLE REDUCED PRESSURE RANGE, 0 TO 60 PSI. LEADS ` LABEL JACKET SIGNAL LABEL JACKET ALUMINUM BODY AND HANDWHEEL. FISHER CONTROLS 67CFR . LEADS _ 3. 2 - WAY PILOT OPERATED SOLENOID VALVE: SOLENOID SHALL HAVE - "��s „�,�' . CONTINUOUS DUTY, MOLDED CLASS F, 120 VAC, 60 HZ COILS. ENCLOSURE SHALL BE WATERTIGHT NEMA 4X WITH SCREW TERMINALS AND JUNCTION BOX ASCO JKF8210G001- 120/60 OR APPROVED EQUAL THE FOLLOWING DO DRAIN HEAT SHRINK HEAT SHRINK TRANSMITTERS REQUIRE 2 SOLENOID VALVES; 410AIT1601, 410AIT1603, AND WIRE TUBING TUBING 410AIT1604. THE FOLLOWING DO TRANSMITTERS ONLY REQUIRE 1 SOLENOID VALVE; 410AIT1602. • SPLICING UNDER HEAT SHRINK TUBING SHALL NOT BE ALLOWED • SPLICING UNDER HEAT SHRINK TUBING SHALL NOT BE ALLOWED SHEILDED CONTROL CABLE - TERMINATED SHIELD SHEILDED CONTROL CABLE - UNTERMINATED SHIELD AIR BLAST CLEANER SUPPLY AIR DETAIL © DETAL NU DETAL DETAIL - NOT TO SCALE NOT TO SCALE NOT TO SCALE Ali 4- + otx. 4 4 , . WENT LOGO: PROJ NAME: SHEET: OF: OWOR ` • 1 + � �- DRN: RKI DATE 6/29/2006 1111111MMII11111 ■i W E 8 T DURHAM AERATION BASIN 1 • DsN: RKI DWG IA E214 THIS BAR IS ONE INCH n � Consulting Blankenship • Ste 425 PLUG FLOW MODIFICATIONS DATE' r CW: CAD FILER 51703.0613- E214.DwG WHEN DRAWING IS FULL � dle Y West Linn, Oregon 97068 ELECTRICAL /INSTRUMENTATION PLC E214 41, Nra s PRa LEC sCA.Le AS NOTED SCALE. (503) 657 -6612 y4 RD K • DESCRIPTION 153 M Mel Avenue Ube 270 1911shsro Oregon 871'14 k ASSOCIATES FAX (503) 722 - 2342 DETAILS PRO MNGR: REV M DATE DRN APPD PROJ t ENGR STAMP: )•':�� • L:F4 Ai 1 I + k , . ; : , �.,y. , ,.. GENERAL NOTE: :,•- k . Yy . , . ^ . , -(irk k a y 1 4- t . � w • .., 1" FOR CIRCUIT NUMBER AND WIRE SCHEDULE SEE E -205. ®� �'� 2. FOR INSTRUMENT AND POWER CONNECTIONS, SEE LOOP WIRING " DIAGRAMS. .. ft "°'�r.V: -� *: 4 I —_ — - lit 9 1 I41 p 7- ';if t. . m r R _ _ - "_.. I M =7::-..7.,'.:. * T_, . - � >~ i - r - � - _ ., rte. R < .. -- - I KEYED NOTES: -.. ,�. 0 COORDINATE NEW CONDUIT ROUTE WITH EXISTING CONDUITS. SUPPORT OFFWALL WITH STAINLESS STEEL STRUT. I - t• . O SEAL CONDUIT WALL PENETRATION WITH EPDXY RESON ON BOTH SIDES OF PENETRATION. a -: O REMOVE EXISTING CONTROL PANEL AND PROTECT EXISTING CONTROL WIRING FOR REUSE. BACK PLATE TO REMAIN. RETURN CONTROL PANEL TO OWNER. I f - T ' o PROVIDE NEW NEMA 4X STAINLESS STEEL DISCONNECT SWITCH AND NEMA 4X STAINLESS STEEL CONTROL PANEL MATCH EXISTING EQUIPMENT USED ON SECONDARY CLARIFIERS NO.2 AND NO.3. O NEW EQUIPMENT TAG - SEE SPECIFICATION SECTION 16040. I B O NON - FUSED, HEAVY DUTY, 600V, 30A, MOTOR RATED, QUICK - BREAK, QUICK -MAKE, PAD LOCKABLE, UL LISTED SWITCH. I MOUNTED TED BACKPLATE AI \ MOUNTED ON RAIL NEW POWER CONDUIT AERATION BASIN ON. 1 1 EXISTING CONTROL PANEL AND DISCONNECT SWITCH 6, 12, I NTS E -201 SECONDARY CLARIFIER NO. 2 - PHOTOGRAPH OF EXISTING INSTALLATION 03 n n ) n n FOR REFERENCE ONLY 4 s . 5 .^ r f' , f "gym 53 • I f - , l'' !0''' ' 4. ''''4.,6` , f 0 LOCAL 0 SAFETY CONTROL v DISCONNECT STATION SWITCH O I 00 12" 9" nn n + r II - .. :`� 7'-- EQUIPMENT TAG —' — u u - , r�''! N SEE SPEC�ICATION N • . r .1 , SECTION 16040 jn g -- + I o u u ril r. co r. i E. 0 OD f EXIST CC CONDUIT II - \ 7 - TO M NEW CONDUIT TO s DRIVE MOTOR s 1 =A NEW CONDUIT TO- \ \ EXIST CONDUIT DRIVE TORQUE f TO M CC 4.5" 20 TERMINALS ° MINIMUM BACK PANEL FRONT OF PANEL c „o „o 6" DEEP DOOR REFERENCE ONLY 1 PANEL DEMOLITION SECONDARY CLARIFIER NO. 1 2 ^ r � 1 1 PRrn\ir i i T p R NTS E -201 TYPICAL LOCAL CONTROL STATION LAYOUT 4 SECONDARY CLARIFIER D� IVE 1Jj— j 201,E -202 - - NTS E (SEE 2/E -216 FOR SCHEMATIC) �_../ EE CON ASSOCIATES, INC" pdSINEERS • CONSULTANTS JBB DRN FMP DE 9/22/06 CLIENT LOGO: PROINAME: SHEET: OF: DWG 4 ...., �_ - WEST YO S T DURHAM AERATION BASIN 1 - 6204 N: s E -207 ME 9 t y " M THIS BAR IS ONE I (e an W ater� WI° PLUG FLOW MODIFICATI E -215 �a �•. axc DWG CAD FILE* 51703-0813 -E -207 WHEN DRAWING IS FULL Our eo.dtmaut is clear. &"° "erss .nvlsc PLC It SCALE. ASSOCIATES NNW IAn.Onean e703e 155 N. flnt Annw SuRe 270 HIII"eoro, Oregon 97124 (sea) e57Ee19 CWS PROD SCALE: NTS REVN DATE CNN APPO DESCRIPTION C°nulfing Efgincsrf FA% ISS3) 722-2342 AILS- PROD Y. ENOS STAMP: EXPIRES: 8!30108 11 MDR. I I R 480V, 3 PH. I ) -I ) - 1 )_ / I . ® CPT TB -X TB -X • n �0 XXX N MCI I V =_-._=- 120V _ - - 120 VAC M LC58101 ON OFF OL CR1 1A L. 1 2 _ 3 OL [P- CD6101 -1] M ��' 1 • l � ~ O 't 4- • X1537 I T 1 ' 19 M 20 TB -1537 D2 DR SAFETY DISCONNECT I ■ X153T • • I I • • 0 "RUN" SWITCH 30A TBD TBD PLC: 10P401 SLOT: X [CD6101] 3 4 2 BASE: X POINT: X 1 .- • • HI HI TORQUE CR1 21 TB-1538 X1538 D2X15 DR [P- CD6101 -2] �:� [P- CD6101 -2] I SHUTDOWN --I I • • O "HI HI TORQUE SHUTDOWN" L_ — — — TBD PLC:10 ® - - I I _J PLC:IOP401 SLOT: X BASE: X POINT: X CD6101 -M I NSHH6101 I • I■ d° • I I I 1 CABLE S- CD6101 -3 I TERMINAL WIRE NSH6101 FIELD PANEL NUMBER COLOR ( I •- ■ I 19 MCTE -21D TBD TED I RESET 20 MCTE -21D X1537 R C 1B I 8 5 21 MCTE -21D X1538 R HI TORQUE I 7 0 8 - X2 HIGH TORQUE P (WARNING) I CABLE S- CD6101 -1 (6) #14 9 `' — _ EQUIPMENT NAME EQUIPMENT NUMBER SIGNAL FUNCTION PLC 110 ADDRESS PLC CABINET WIRE NO. CS/NSML MCC NUMBER COLOR • I SECONDARY CLARIFIER NO. 1 RAKE DRIVE CD 6101 CLARIFIER NO. 1 RAKE DRIVE RUN X1537 10F401 X1537 1 1A TBD R CLARIFIER NO. 1 RAKE HI HI TORQUE X1538 10P401 X1538 2 3 TBD R CONNECT LOCAL 3 1 TBD BK WARNING LIGHT 4 2 TBD R (AMBER) TO WARNING 5 R HI TORQUE I NOTES: 6 1B TBD R 1. FOR ALL TERMINAL, CABLE NUMBERS ETC, 7 R ACTUAL DESIGNATIONS WILL BE PROVIDED BY 8 X2 TBD W THE OWNER PRIOR TO CONSTRUCTION. 9 R LOCAL CONTROL STATION (LCS) I 2. CONTRACTOR TO PROVIDE SEPARATE AS TORQUE SWITCH AT MOTOR DRIVE BUILT MARKUP DRAWINGS FOR CLARIFIER DRIVE. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT I ,9 TOP401 -PLC WIRING DIAGRAM SECONDARY CLARIFIER NO. 1 n SECONDARY CLARIFIER NO. 1 WIRING DIAGRAM n I NTS �� NTS �� I ELCON ASSOCIATES, INC. ISOMERS - CONEILTAKTS S ' 1 f PRO, CLIENT LOGO: PROJ NAME SHEET: OF DWG ♦`. DEN: FMP D A M : 8 ! 2 2 ! 0 6 WEST Y O S T DURHAM AERATION BASIN 1 , OSN: JBB OwGF. E -216 THIS BAR IS ONE IN + \Md '� PLU FLOW M ODIFI CATIONS ° ° 9/2 E-216 v1. . — WHEN DRAWING IS FULL f80 .423 " "p A° CHIC CAD wLEk 57703-0613 -E -207 Our commitmeal it clear. W.4 PLC SCALE. ASSOCIATES WWUm arypnVOe9 PROJ SCALE NTS �. {c !MGR: DESCRIPTON 155 N. First Avenue Sulte 270 Hillsboro, Oregon 97124 (SW) DETAILS -3 cw6 !MGR: ` REVS DATE DEN APPD 9 Consulting Engineers FAX (SW 122.2 ) 122-2512 42 PROD it ENOR STAAP: EXPIRES: 5/30/08 A Project: CWS Durham AB -1 Baffle Walls 16580 SW 85 Avenue PROF-FSIS Tigard, OR 9 7224 � 1? Longitude: - 122.75 °, Latitude: 45.40° Client: West Yost Associates ` T� OREG O Z 1800 Blankenship Rd aCS`tl ‹ f --� Suite 425 ,L/AM p� West Linn, OR 97068 O`, '3 2 0 06 �, CM �F 11G0) EXPIRES 12/31/06 Structural Calculations C ` I. ? 10 N Scope: To provide structural calculations for the proposed baffle walls at the above referenced location. References: 1. 1989 ASD, Manual of Steel Construction Allowable Stress Design, American Institute of Steel Construction (AISC), 9 Edition. 2. SEI/ASCE 7 -02, Second Edition, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers 3. 2004 Oregon Structural Specialty Code (OSSC) 4. 2003 International Building Code (IBC) 5. ACI 318 -02, Building Code Requirements for Structural Concrete, American Concrete Institute 6. Table of Contents Scope & References 1 Table of Contents 1 Design Criteria 2 Wall Sketch 3 Lateral Load Determination 4 Wall Design, Seismic on Empty Tank 6 Wall Analysis, Gravity 8 File: Pse \06- 126 -03 )51E Peterson Structural Engineers, Inc s�1' /} (� 5319 S.W. Westgate Drive, Suits 215 project V '� date G 4.�.�"` (,J6 Portland, Oregon 97221 -2411 1 Phone (503) 292 -1635 F (/, 1�'{ Fax (503) 292 -9646 designer •'—� -1 ' 1 sheet 1 of )0 • Design Criteria: Concrete f c= 4,000 psi, Fy =60 ksi Soil SB 1,500 PSF (net) SB 1,500 +y = 2,748 PSF (gross) SBa»_seis SB =3,664 PSF (seismic, empty) Design Loads: Wind: 1997 UBC Simplified Method, per IBC 1609.1.1: 80 mph, exp. B Seismic: From USGS website (1996 Survey) S % g S1 =36.73 % g Site Class D PNE a Peterson Structural Engineers. Inc. �] 5319 S.W. Westgate Drive, Suite 215 project 06 _ 12 G `O / Oki Portland. Oregon 97221 -2411 ( Phone (503) 292 -1635 • Fars (503) 292 -9646 designer N ____ sheet of of • 12" • 2" CLR. • (TYP.) • • 22'4' ° MAX r 3' -0" ° 2 " CLR MIN a 11-8" • 3" CLR 5' -0" 511 Peterson Structural Engineers, Inc 5319 S.W. Westgate 13flve, Suite 215 project D j 1 date C I 12-- Portland, Oregon 97221 -2411 - Phone (503) 292 -1635 Fax (503) 292 -6946 designer F 64 14 sheet 3 of • Durham AB -1 Baffle Wall Date: 09/20/2006 File: Pse /06- 126 -05 Tigard, Or 2003 IBC, Section 1615, Earthquake Loads - Site Ground Motion 1615.1 General Procedure for Determining maximum considered Earthquake and Design Spectral Response Accelerations Soil Site Class D _ Table 1615.1.1 Response Spectral Acc. (0.2 sec) Ss = 105.76 = 1.0576g Figure 1615(1) Response Spectral Acc.( 1.0 sec) S = 36.73 = 0.3673g Figure 1615(2) Site Coefficient Fe 1.077 Table 1615.1.2(1) Site Coefficient F„= 1.665 Table 1615.1.2(2) Max Considered Earthquake Acc. S F 1.139 Eq. 16 -38 Max Considered Earthquake Acc. S F = 0.612 Eq. 16 -39 @ 5% Damped Design Sos = 2 / 3 (SMS) = 0.759 Eq. 16-40 SD, = 2/3(SM1) = 0.408 Eq. 16 -41 Seismic Design Category for 0.1sec D Table 1616.3(1) Seismic Design Category for 1.0sec D Table 1616.3(2) si < .75g NA Note a, T- 1616.3(1),(2) 0 D Controls (exception of Section 1616.3 does not apply) Comply with Seismic Design Category D per ASCE -7, 9.5.2.2.4, 9.5.2.4.2, 9.5.2.6.4, C = 0.02 x = 0.75 T- 9.5.5.3.2 Building ht. H 23.5 ft Limited Building Height (ft) = 65 Approx Fundamental period, T = C = 0.213 sec. , Eq. 9.5.5.3.2 -1 Use T = T = 0.213 sec. 0.8Ts = 0.8(S /S = 0.430 Controls (exception of Section 1616.3 does not apply) Is structure Regular & S 5 stories ? L 1 v ASCE 9.5.5.2.1 Response Spectral Acc.( 0.2 sec) S 1.0576g Fe 1.08 Response Spectral Acc.( 1.0 sec) S 0.3673g F„= 1.665 @ 5% Damped Design Sp = %(F = 0.759 Eq. 16-40 SD1= %F = 0.408 Eq. 16-41 Response Modification Coef. R = 3 ASCE7, T- 9.14.5.1.1 Over Strength Factor O. = 2 Importance factor I = 1 Table 1604.5 Seismic Base Shear V= C W Eq. 9.5.5.2 -1 Cg Sos Eq. 9.5.5.2.1 -1 R/I = 0.253 SD1 Eq. 9.5.5.2.1 -2 y or need not to exceed, C = =0.637 (R/I Min C = . =0.033 Eq.9.5..5.2.1 -3 Use C = 0.253 LRFD Design base shear V = 0.253(W) Strength Design Design base shear uo =I 0.181 (Service Loads = V/1.4 Peterson Structural Engineers. Inc. 5319 S.W. Westgate Drive. Suite 215 project O,, - 12(o date 9 2 OG Portland, Oregon 97221.2411 Phone (503) 292 -1635 _ II 4 Fax: (503) 292 -9846 designer t-- �\ sheet l _ of VV (NV I-O4 rI . P,„, CCCi Z i 0, &2(1,4)(1- 0 x164 ) = 14.21 ' t51.4IG: LA O ( - 4 pz_ = A ( (w) — 0 6 PGFYI') = 27.15 P . - 2� , �F P4 > Ph, I5Mk. Go■)ThzoL$ 7EE 4•14 (o Rvi1 SEI6•41C, O tt,n1 ViT $ Foal S"TA - A-N Act-YSIS Peterson Structural Engineers. Inc. 5319 SW. Westgate Drive, Suite 2,5 project 0 ( - )2 (o date 9/20/06 Portland, Oregon 97221 -2411 Phone (503) 292 -1635 Fan (503) 292 -9846 designer 1 6t 4 sheet 5 of Peterson Structural Engineers, Inc. Title : Job # num 5319 SW Westgate Drive, Suite 215 Ds g nr: Date: 2:02PM, 20 SEP 06 Portland, Oregon 97221 Description Peterson Structural Engineers Inc Phone: (503) 292 -1635 Scope : Fax: (503) 292 - 9846 Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 • User:KW0606773,Ver5.8.0,,- Dec -2003 Cantilevered Retaining Wall Design Page 1 _ (c)1983 -2003 ENERCALC Engineering Software 06- 126 -02.ecw:Wall Design Description Baffle Wall, Seismic On Empty Tank Criteria I Soil Data I Footing Strengths & Dimensions I Retained Height = 0.00 ft Allow Soil Bearing = 3,664.0 psf fc = 4,000 psi Fy = 60,000 psi Wall height above soil = 20.58 ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Heel Active Pressure = 35.0 psf /ft Toe Width = 2.00 ft Slope Behind Wall = 0.00: 1 Toe Active Pressure = 0.0 psf /ft Heel Width = 3.00 Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf /ft Total Footing Width = 5.00 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 20.00 in FootingllSoil Friction = 0.300 Wind on Stem = 27.5 psf Soil height to ignore Key Width = 0.00 in for passive pressure = 0.00 in Key Depth 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Design Summary 0 Stem Construction I Top Stem 2nd Stem OK Stem OK Total Bearing Load = 4,367 lbs Design height ft= 2.00 0.00 ...resultant ecc. = 18.47 in Wall Material Above "Ht" = Concrete Concrete Soil Pressure © Toe = 3,029 psf OK Thickn = 12.00 12.00 Rebar Size = # 5 # 6 Soil Pressure @ Heel = 0 psf OK 3,664 psf Rebar Spacing 12.00 12.00 Allowable = sf Rebar Placed at = = Edge Edge Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 4,213 psf fb /FB + fa /Fa = 0.581 0.538 ACI Factored @ Heel = 0 psf Total Force @ Section lbs = 868.7 962.1 Footing Shear @ Toe = 10.8 psi OK Moment....Actual ft-#= 8,070.3 9,901.1 Footing Shear @ Heel = 3.8 psi OK Moment Allowable ft-# = 13,892.6 18,415.0 Allowable = 107.5 psi Shear Actual psi = 7.1 8.3 Wall Stability Ratios Overturning = 1.62 OK Shear Allowable psi = 107.5 107.5 , Sliding = N/A Bar Develop ABOVE Ht. in = 18.50 22.20 Sliding Calcs Slab Resists All Sliding ! Bar Lap /Hook BELOW Ht. in = 18.50 6.00 Lateral Sliding Force = 614.6 lbs Wall Weight psf = 150.0 150.0 Rebar Depth 'd' in = 10.19 9.63 Masonry Data fm psi = Fs psi = Solid Grouting = Footing Design Results Special Inspection Modular Ratio 'n' Toe Heel Short Term Factor = Factored Pressure = 4,213 0 psf Equiv. Solid Thick. = Mu' : Upward = 6,477 0 ft-# Masonry Block Type = Normal Weight Mu' : Downward = 700 800 ft-# Concrete Data Mu: Design = 5,777 800 ft-# fc psi = 4,000.0 4,000.0 Actual 1 -Way Shear = 10.75 3.79 psi Fy psi = 60,000.0 60,000.0 Allow 1 -Way Shear = 107.52 107.52 psi Other Acceptable Sizes & Spacings Toe Reinforcing = # 5 @ 12.00 in Toe: Not req'd, Mu < S * Fr Heel Reinforcing = None Spec'd Heel: Not req'd, Mu < S * Fr Key Reinforcing = None Spec'd Key: No key defined b Peterson Structural Engineers, Inc. Title : Job # MSE 5319 SW Westgate Drive, Suite 215 Dsgnr: Description Date: 2:02PM, 20 SEP 06 Portland, Oregon 97221 Pet.rsun Structural Engineers Inc Phone: (503) 292 -1635 Scope : Fax: (503) 292 -9846 Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 Page 2 . User: KW-0606773, Ver 5.8.0, 1-Dec-2003 Cantilevered Retaining Wall Design (c)1983 -2003 ENERCALC Engineering Software 06- 126 -02.ecw:Wall Design Description Baffle Wall, Seismic On Empty Tank Summary of Overturning & Resisting Forces & Moments II OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft- # lbs ft ft- # Heel Active Pressure = 48.7 0.56 27.1 Soil Over Heel = 0.2 4.00 0.9 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @ Stem Above Soil = 566.0 11.96 6,767.4 Soil Over Toe = SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 3,087.2 2.50 7,717.9 Total = 614.6 O.T.M. = 6,794.5 Earth @ Stem Transitions= Resisting /Overturning Ratio = 1.62 Footing Weight = 1,250.0 2.50 3,125.0 Vertical Loads used for Soil Pressure = 4,366.8 lbs Key Weight = Vert. Component = 29.4 5.00 147.1 Vertical component of active pressure used for soil pressure Total = 4,366.8 lbs R.M.= 10,990.8 Peterson Structural Engineers, Inc. Title : Job # noz 5319 SW Westgate Drive, Suite 215 Dsgnr: Description Date: 2:02PM, 20 SEP 06 Portland, Oregon 97221 Peterson Structure, Engineers Inc Phone: (503) 292 -1635 Scope : Fax: (503) 292 -9846 Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 User: KW-0606773, Ver 5.8.0, 1-Dec-2003 Cantilevered Retaining Wall Design Page 1 • (c)1983 -2003 ENERCALC Engineering Software 06- 126 -02.ecw:Wall Design Description Baffle Wall Criteria I Soil Data I Footing Strengths & Dimensions 1 Retained Height = 0.00 ft Allow Soil Bearing = 1,500.0 psf fc = 4,000 psi Fy = 60,000 psi Wall height above soil = 20.58 ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Heel Active Pressure = 35.0 psf /ft Toe Width = 2.00 ft Slope Behind Wall = 0.00:1 Toe Active Pressure = 0.0 psf /ft Heel Width = 3.00 Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf /ft Total Footing Width = 5.00 Soil Density = 110.00 pcf Water height over heel = 0.0 ft Footing Thickness = 20.00 in FootingllSoil Friction = 0.300 Key Width = 0.00 in Wind on Stem = 0.0 psf Soil height to ignore Key Depth = 0.00 in for passive pressure = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in _Design Summary 0 Stem Construction I Top Stem 2nd Stem OK Stem OK Total Bearing Load = 4,367 lbs Design height ft = 2.00 0.00 ...resultant ecc. = 0.13 in Wall Material Above "Ht" = Concrete Concrete Soil Pressure @ Toe = 862 psf OK Thickness = 12.00 12.00 S ss Soil Pressure @ Heel = 885 psf OK Rebar Size = # 5 # 6 1,500 Rebar Spacing 12.00 12.00 Allowable = psf Rebar Placed at = Edge Edge Soil Pressure Less Than Allowable Design Data ACI Factored @ Toe = 1,199 psf fb /FB + fa /Fa = 0.000 0.000 ACI Factored @ Heel = 1,230 psf Total Force @ Section lbs = 0.0 0.0 Footing Shear @ Toe = 2.7 psi OK Moment....Actual ft-# = 0.0 0.0 Footing Shear @ Heel = 3.8 psi OK Moment Allowable ft-# = 13,892.6 18,415.0 Allowable = 107.5 psi Shear Actual psi = 0.0 0.0 Wall Stability Ratios Overturning = 406.24 OK Shear Allowable psi = 107.5 107.5 Sliding = N/A Bar Develop ABOVE Ht. in = 18.50 22.20 Sliding Calcs Slab Resists All Sliding ! Bar Lap /Hook BELOW Ht. in= 18.50 6.00 Lateral Sliding Force = 48.7 lbs Wall Weight psf = 150.0 150.0 Rebar Depth 'd' in = 10.19 9.63 Masonry Data fm psi = Fs psi = Solid Grouting = Footing Design Results ` Special Inspection = ! Modular Ratio 'n' Toe Heel Short Term Factor = Factored Pressure = 1,199 1,230 psf Equiv. Solid Thick. = Mu' : Upward = 2,406 0 ft-# Masonry Block Type = Normal Weight Mu' : Downward = 700 800 ft-# Concrete Data Mu: Design = 1,706 800 ft-# fc psi = 4,000.0 4,000.0 Actual 1 -Way Shear = 2.69 3.79 psi Fy psi = 60,000.0 60,000.0 Allow 1 -Way Shear = 107.52 107.52 psi Other Acceptable Sizes 8 Spacings Toe Reinforcing = # 5 @ 12.00 in Toe: Not req'd, Mu < S * Fr Heel Reinforcing = None Spec'd Heel: Not req'd, Mu < S * Fr Key Reinforcing = None Spec'd Key: No key defined P) Peterson Structural Engineers, Inc. Title : Job # .. YZIE 5319 SW Westgate Drive, Suite 215 D escr i Date: 2:02PM, 20 SEP 06 Portland, Oregon 97221 Description Peterson Structural Engineers Inc Phone: (503) 292 - 1635 Scope : Fax: (503) 292 - 9846 • Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Rev: 580010 r. User: KW- 0606773,Ver5.8.0,1 -Dec -2003 Cantilevered Retaining Wall Design Page 2 (c)1983 -2003 ENERCALC Engineering Software 06- 126 -02.ecw:Wall Design Description Baffle Wall Summary of Overturning & Resisting Forces & Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 48.7 0.56 27.1 Soil Over Heel = 0.2 4.00 0.9 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem = 0.00 Load @ Stem Above Soil = Soil Over Toe = SeismicLoad = Surcharge Over Toe = Stem Weight(s) = 3,087.2 2.50 7,717.9 Total = 48.7 O.T.M. = 27.1 Earth @ Stem Transitions= Resisting /Overturning Ratio = 406.24 Footing Weight = 1,250.0 2.50 3,125.0 Vertical Loads used for Soil Pressure = 4,366.8 lbs Key Weight = Vert. Component = 29.4 5.00 147.1 Vertical component of active pressure used for soil pressure Total = 4,366.8 lbs R.M.= 10,990.8 CI 12 7 sue Go�1NELt i T° 'EX ST, Si-4v> Qr4 Ct At* • \1O NET BVec V,I\A ►N e ( R 5 *T 6, rf5) I b/ f� � 2an-TS = *1 2.3 ►� /o,� DOt v 3- i w 1,14_5E-- 00 AP Y f • " EMN OK- 8`( OF:6E-RVA -1toN Peterson Structural Engineers, Inc. l 5319 S.W. Westgate Drive, Suite 215 project (f)b- date �/ �� Portland, Oregon 97221 -2411 JJJ Phone (503) 292-1635 Fan: (503) 292 -9846 designer I% C sheet 10 of _ _ 1