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V RECEIVED / � J PR OT I! WASHINGTON NOV 3 2010 L o II N C l e CITY OF TIGARD TIGARD • C I PORTLAND BUILDING D IVISION • sALEM e s / ALB O • LEBANON , CORVALLIS 1 Our commitment is clear. o • • U DURHAM ADVANCED WASTEWATER TREATMENT FACILITY 4 o ) AERATION BASIN 4 a f • ROSEBURG OREGON GRANT MISCELLANEOUS IMPROVEMENTS PASS. • MEDFORD • KLAMATH iiP -- FALLS PROJECT No. 6446 _ SPECIAL INSPECTION REQUIRED INDEX OF DRAWINGS CALIFORNIA . State of Oregon Structural Specialty Code _ EUREKA ° G1 TITLE SHEET, LOCATION MAP AND INDEX OF DRAWINGS >:t C oncrete and Reinforcing Steel G2 GENERAL DESCRIPTIONS, SYMBOLS, AND ABBREVIATIONS •• L1 {301ts Insta {led in Concrete G3 SITE PLAN • REDOING V G4 PARTIAL SITE PLAN ' ❑ Special Moment - Resisting Concrete Frame VICINITY MAP D201 CELLS 1 - 6 UPPER DEMOLITION PLAN NOT TO SCALE ❑ Reinforcing Steel & Prestressing Steel Tendons D202 CELL 7 DEMOLITION PLAN • ❑ Structural Welding M201 CELLS 1 -6 PLAN DURHAM FACILITY > w N /` M202 CELL 7 PLAN 16580 SW 85th Avenue m , ���, ❑ High-Strength Bolting r Tigard, OR 97224 3 N S °" M203 SLIDE GATE PLAN & SECTIONS AND MISC. DETAILS 9 a. ❑ Structural Masonry M210 CELL 5 DIFFUSER EXPANSION PLAN & SECTION C MAMRD ca M211 CELL 5 DIFFUSER EXPANSION DETAILS W ❑ Reinforced Gypsum Concrete M301 CLARIFIER No.3 PLAN N j��� ❑ Insulating Cc +`ecrete Fill M302 CLARIFIER No.4 PLAN CITY OF TIGARD q : - ; ,,G s c '' R .. V ry ❑ M305 3" HPNPW SOURCE VALVE PLAN AND DETAILS A roved _ t 0>a k yam' 0 Spray Applied Fire - Resistive Materials LL Pr Y PP lied App Ti I. M306 3" HPNPW SOURCE VALVE DETAILS Conditionally Approved .. [ ] Z J` ❑ Pilings, Drilled Piers and Caissons S201 STRUCTURAL GENERAL NOTES See Letter to: . W Follow [ ] 8 ❑ Shotcrete r . ID S202 STRUCTURAL BAFFLE WALL DETAILS Attached _ ] I . W 1r S203 STRUCTURAL CONCRETE INFILL DETAILS Permit N mber: ft 3 W ❑ Special Grading, Excavation and Filling Address: 0 '• W � 3i vi. t E200 LEGEND AND ABBREVIATIONS By: Awl. Date: IIMI t 5'" ❑ Smoke - Control Systems E201 AERATION BASIN 4 P &ID Z E202 06AIT40101 AB -4 CELLS 5 & 6 DO -A) Other Inspect ' E203 06AIT40104 AB-4 CELLS 7B & 7D DO • • ` E204 ELECTRICAL PLAN AND DEMOLITION DETAILS N ---- T3 E205 06AIT40104 INSTALLATION DETAILS OFFICE COPY i g E206 INSTALLATION DETAILS •p TUALATIN m LOCATION MAP NOT TO SCALE ot vo PROFF u, NGIN s o DRN: VLF DATE: 5/10/10 CLIENT LOGO: PROD NAME: SHEET: 1 OF: 25 DWG 8, 1B , �� WEST YO S T DURHAM AERATION BASIN 4 to Ds" CEP MGM G1 PLOT DATE 10/29/10 , �,r r ,T, ` TH IS BAR IS ONE INCH II I Services '� MISCELLANEOUS I MPROVEMENTS CHK: GDH CAD FILE 51703 -09246001 WHEN DRAWING IS FULL Oac 9ow>•idnt 6dw om B8100 oNj°"'�' G1 TITLE SHEET, LOCATION MAP, PLCE. ` - c °2 "qe SCALE. ASSOCIATES T+. orspn 97082 g F O ORY D. N o Malt CEP SCALE AS NOTED DESCRIPTION 155 N. Mr Menus Solt. 270 1411146•10. ro (003)892-3223 AND INDEX OF DRAWINGS CWS 6446 REVa DATE DRN APPD DESCRIPTION Oregon 97124 C onsulting Engineers FAX (503 PROJ ENGR STAMP: I ZXPIRES: 08/30/11 I w PIPING DESIGNATION, SYMBOLS AND ABBREVIATIONS VALVE DESIGNATIONS AND SYMBOLS LEGEND L 1 PIPING SYSTEM SYMBOL SEE PIPING ABBREVIATIONS THREE WAY VALVE N CHECK VALVE ►� IN -LINE, SPRING LOADED RELIEF VALVE NEW � NEW PIPE ( 6" LPA ) EXISTING PIPE ( IPA >1 GATE VALVE _ '- • 1 I (NORMALLY OPEN) BALL CHECK VALVE - - - - - -- EXISTING T NOMINAL PIPE SIZE N (NORMALLY CLOSED) G'4 ' VALVE PRESSURE REGULATING j j DEMOLISH w PLUG VALVE I_ PUMP DISCHARGE VALVE M (NORMALLY OPEN) .. • : •• SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE b4 - BACK PRESSURE CONCRETE NEW _ W PLUG VALVE REGULATING VALVE —If— b m `I FLANGED JOINT b __ - �� J _ ELASTOMER AND FABRIC ICI (NORMALLY CLOSED) GAUGE OR ROOT VALVE • • �y EXPANSION JOINT CONCRETE EXISTING * BALL VALVE 0 0 q PLAIN AR' GROOVED END VIII c' EXPANSION JOINT (NORMALLY OPEN) III KNIFE GATE VALVE SOLENOID VALVE MECHCAL COUPLING II, (SEE SPECS FOR TYPE) o BALL VALVE jj / STEEL (NORMALLY CLOSED) FLAP GATE DIAPHRAGM OPERATED PUSH ON, MECHANICAL WW" �' • • • "' FLEXIBLE METAL HOSE OR BALL AND SOCKET ��� �.� �_�.�e VALVE � ' JOINT I I BUTTERFLY VALVE �, I BALANCING COCK GRATING O I ` �i l ,�• ELBOW UP PIK GLOBE VALVE ---I -- 1.3 I `i WELDED JOINT X PRESSURE BALANCE pd D IAPHRAGM VALVE CIRCUIT SETTER OPERATED VALVE r�)I CONCRETE FILL b FLEXIBLE C — � ' III ELBOW DOWN COUPLING ANGLE VALVE pq THERMOSTATICALLY PISTON OPERATED VALVE — 1 -4 0 I =IIICDiII- TEE UP LJ CONTROLLED VALVE ddd444 RESTRAINED FLOAT VALVE CHLORINE INSTITUTE is----•4 - c� FLEXIBLE PRESSURE AND VACUUM 151. - COUPLING -+^— — TEE DOWN T T CONTAINER VALVE L L J PINCH VALVE RELIEF VALVE b " t; .FLANGED 1= ELB COUPLING I O II}—p LATERAL UP J -.4 � NEEDLE VALVE VACUUM RELIEF VALVE _a MUD VALVE —I „ III _ _ u C OUPLIN ED FLANGED I_ 6—. W v �s� LATERAL DOWN ESTRAI — ` 3�� -7 COUPLING ADAPTER 111 L/ DOUBLE LEAF CHECK VALVE PRESSURE RELIEF VALVE r) HOSE BIB M _____Li_ GROOVED END ADAPTER --> f) CONCENTRIC REDUCER I FLANGE _ \, I STRAINER — 1 I I'— b -19 9 UNION NI b —UY—' _- ECCENTRIC REDUCER - STANDARD ABBREVIATIONS SECTION AND DETAIL DESIGNATIONS PIPING ABBREVIATIONS A — AERATION AIR A.B. — ANCHOR BOLT LF — LINEAR FEET (1) SECTION CUT ON SECTION DESIGNATION ABE AERATION BASIN EFFLUENT AC — ASPHALT CONCRETE LT — LEFT DWG M101 AR ANAERIBIC RECYCLE AFF — ABOVE FINISHED FLOOR MH — MANHOLE BD BASIN DRAIN BC — BEGINNING OF CURVE MIN — MINIMUM M102 CA CHANNEL AIR BFP — BACKFLOW PREVENTER OC — ON CENTER HPA HIGH PRESSURE AIR BFV — BUTTERFLY VALVE OD — OUTSIDE DIAMETER DRAWING WHERE SECTION HPNPW HIGH PRESSURE NON - POTABLE WATER m BLDG — BUILDING PB — PULL BOX APPEARS LPA LOW PRESSURE AIR CF — CUBIC FEET PD — PUMP DISCHARGE (PIPELINE) ML MIXED LIQUOR CL or C L — CENTER LINE PL or P L — PROPERTY LINE (2) ON DWG M102 SECTION DESIGNATION MLR MIXED LIQUOR RETURN CMP — CORRUGATED METAL PIPE PP — POWER POLE THIS SECTION NPW NON - POTABLE WATER • CO — CLEANOUT PVC — POLY VINYL CHLORIDE IS IDENTIFIED AS: PE PRIMARY EFFLUENT CONC — CONCRETE PW — POTABLE WATER (PIPELINE) M101 RAS RETURN ACTIVATED SLUDGE ▪ CONST — CONSTRUCT PCC — PORTLAND CONCRETE SE SECONDARY EFFLUENT - CONT — CONTINUED R — RADIUS DRAWING FROM WHICH CP PVC — CLOSED PROFILE POLYVINYL RC — REINFORCED CONCRETE SECTION WAS TAKEN CHLORIDE (PIPELINE) RET — RETAINING DI — DRAIN INLET READ — REQUIRED (3) DETAILS ARE CROSS REFERENCED IN A SIMILAR MANNER, • DIA. 0 — DIAMETER RR — RAIL ROAD THAN NUM ER DETAILS ARE IDENTIFIED BY LETTER RATHER DIP — DUCTILE IRON PIPE RT — RIGHT • DR — DRAIN R/W — RIGHT -OF -WAY DWG — DRAWING S= — SLOPE • EC — ECC N CURVE SCH — SCHEDULE ECC EQUIPMENT DESIGNATIONS AND ABBREVIATIONS — ECCENTRIC — o SD STORM DRAIN (PIPELINE) EJ — EXPANSION JOINT SECT — SECTION EL — ELEVATION SIM — SIMILAR EQUIPMENT IDENTIFIER BFV BUTTERFLY VALVE EP — EDGE OF PAVEMENT SHT — SHEET I I I SEE ABBREVIATIONS FCV FLOW CONTROL VALVE EW — EACH WAY SS, SST — STAINLESS STEEL u NEW EQUIPMENT I SDG 5300 I G, SDG SLIDE GATE EX — EXISTING STA — STATION I I W WEIR ▪ EXP — EXPANSION STL — STEEL FL or F L — FLOW LINE T — TELEPHONE I EQUIPMENT NUMBER d FCA — FLANGED COUPLING ADAPTER TOC — TOP OF CONCRETE/CURB • GB — GRADE BREAK TYP — TYPICAL II GV — GATE VALVE VIF — VERIFY IN FIELD EXISTING EQUIPMENT SDG 5300 a ID — INSIDE DIAMETER W — WATER IE — INVERT ELEVATION W/ — WITH INV — INVERT 2 HB — HOSE BIBS y �,,p pRoF , DRN. VLF DATE: 5/10/10 CLIENT NOG PROs NAME: SHEET: 2 OF: 25 DWG /F. � N ° S2 9 � G . WEST Y O S T DURHAM AERATION BASIN 4 bm, CEP DWG 5 r G2 D Are 10/2 >'' THIS BAR IS ONE INCH �II eS '� MISCELLANEOUS IMPROVEMENTS — . f► v cHN: gdh CAU FlLE k 51703 - 0924 -0002 W DRAWING IS FULL � � V �� s SW Nyberg GEN ERAL DES CRIPTIONS, SYMBOLS, PLC G2 9 F GprY " SCALE. ASSOCIATES Tom. Oregon 0T062 I PROJ : CEP SCALE: AS NOTED DESCRIPTION IS N. FIn1 Avesu. S ul% 270 HIIbboIO, 17124 CO,DAI n E FAX ((503 AND ABBREVIATIONS PR O M: 64 ENGR REV It DATE DRN APPD Olvlpoa s Engineers ( 1 1 EXPIRES :O°13a11 a . . _ .4.._ '2 -- ______ _- . _ _ S.W. DURHAM ROAD —) i 'I \ " .. I 3 O I 1 o .0 ?.../ .1 • o 100 200 I SCALE IN FEET MAW I 1 ' • �.�' if 0 L . — f ENTRANCE . ^ � _ a a' I ' . 4 . ° ° I ° 0 1 1 ° B O CO NTRACTOR CONTRACTOR TO REPLACE LANDSCAPING � PARK AREA , TO OWNER'S SATISFACTON IF DAMAGED O o ,, DURING CONSTRUCTION. O • 0 II I EF T I -__— r x V tr O i STAGING x �` tp / .PS ATT. a AREA 0 U Li U U o 50 Ib/s4 ft ° ° I , I �I p t LOADING I 0 p �+ CELL 7 - --/ MAXIMUM ■ k — __ , , 0 '� _ % Rv,$TA 'r * .O CLARIFIER AERATION ' :. 'p PR IMARY - \� I ° { J) �°� t6J ¢¢ CNE- \ I I f - "' Na 4 1 BU/LDMiQ I BASIN . I7•4RY , STORAGE 4 ,' Ip N NO. i CLARIFIE BUILDING ..,_ _ _� s o o . % • ' 4 \ \.n. 0 ° ow �i I NO. 4 ° - ......r►- .-_� — • — x — . __� I'. p . AERATION BASIN TUNNEL .- . • ° • AER ATION I • a RAs PROTECT ROOF ------ o 42 ,p O p 8 0001b GROSS VEHICLE . O ' I BAS pUMPNJQ COA TING, REPAIR ° ° • M �+ � O 0 Q • t . " , . WEIGHT MAXIMUM 41, it NO.3 _ STATION • ANY DAMAGE TO + • O e p "b" C9' •'� i I OWNER'S ^ a 1 o "' CELL? SATISFACTION 41 �.. 0 C) Q O Q tp at T CE .S FLOW, I _ SECONDARY • Dt 4 • , 41 0 I n, DIVERSION. ` CLARIFIER i, t • BUILDING ( t4 PRIMARY ° EL Na 3 ) s • ` STRUCTBRE s j. q,A7ER o a 0 No ° SUB STATION 3. 00 e i al' 4-..r"' `� i /- ° _J ---- S IN GE BASIN 1 1 N0.2 0 \ 9 � O r ROAD 'C" Q STAGING AREA TO BE 1 M. ` (J �I P P»rpwRY \ - � ' SHARED W/ OTHER 1I 211 . Q + a+4 R \ > , /" • CO NTRACTORS ON SITE • . I PRIMARY INF LUENT FLOW (] + 7 1 :� ° $ - '' •• 4 �� \., • / p SPLRSTRUCTURE '` 1 NO.2 \ ° / r / r Q 0 ! a PRpYARY ° i / ..... o (] ' � ' p.A1lER ° � SEID ARRY i E � IFIER y //" s i r /. f ` / ,..., 4. 4 /N0.3 5 ♦ / � f ' J/ n�� , . / 0 6 rr + / � ;� /ER I _ ( �- O L '. / Q: FILTER 1 / O O O bz � ► • ^ ` i I ' � ° +►„� C Y ' fe BACKWASH j© BASIN 4 , n i:b j �'"' No. , <,°c04,,, ; fit ; /� i , � � -- e' • f. - E.l \ PLANT BENCHMARK I I � - oaM b ° J tillItS'i, � • o 'a ��• fl Q O V , , X ✓ • OFFIC E S,.'• • off. ` . / it ` • ° ` • ! ' lir I___. ° �" , # Bl osa1lSs p i 0::,,--.. = �4 . �J D E WATERIN c, 4r `�... - 0 j• a BUILDIN ; ) o < / �. I r � � - :� E . / , �� PRO f�c s9i U oy DEW VLF DAre: 5/10 /10 —� cLwttLDDOe WEST Y O S T DURHAM AERATION BASIN 4 3 OF: 25 0wGw 8162 1 ' PROJ NAME: CEP DWG* Cl THIS BAR IS ONE INCH lM� '�� MISCELLANEOUS IMPROVEMENTS °" 10/27/10 G3 FILE* : 51703-0924-0001 WHEN DRAWING IS FULL y cNK: GDH CAD <�dLCCiddll •�� �L7Cd 8100 SW NyeagW D �.: Ie 9e SCALE. Oar atvitawt Is clear. • PLC *: 4' O C ASSOCIATES Twist*, 081 97062 F R Y D. N a P CEP SCALE: AS NOTED DESCRWiION 196 N. FksI Avenue Sulk 270 H61*bero, (503)8923223 SITE PLAN cws 84N6 REV* DATE °RN APPD °mon 0712 Consulting Engineers FAx (503)8973724 PRQI * ENGR STAMP: I EXRRES: 0fJ30,,1 +*1 ONTRACTOR TO REPLACE LANDSCAPING • g ! t I T O OWNER'S SATISFACTION IF DAMAGED . 0 1 ; `_ DURING CONSTRUCTION PRIMARY CONTRACTOR ' EFFLUENT // ,„, PARKING AREA rap 1 c PUMP STATION / I a illIl 1 0 111 41 4 A-2) x I i • STAGING AREA in k M 0 • 1 AERATION II 50 Ib/sq ft LOADING SEES EET BASIN N0. 4 11 MAXIMUM — \ 0 w 80 CELL 7 i ! SCALE IN FEET b I \\\\ PRIMARY .__ , 1 Til CLARIFIER 1 y x 9 NO. 4 CHEMICAL 1 M I 50 Ib/sq ft LOADING BUILDING ■ 1 1 S MAXIMUM 1' SEE SHEET M302 all I : :::: _ E CLL 5 j I CELL 4 1 SECONDARY x r 1 ,> CLARIFIER II I , CELL 2 CELL 3 t '�'� `` N0.4 1 Ai r "S" SHEETS, AND ♦ , SEE SHEET M305 < i M201 AND M202 ♦� , ' L ��" 1 STORAGE 103 - — (j / 1 REPAIR PROTECT ROOF DAMAGE TO BUILDING • ® d p 13 I OWNER'S SATISFACTION k AERATION NNEL 8000Ib 4--'1(:. n 1 G � - 1 "r-c�Trr ; { � � WEIGHT SS MAXIMUM VEICE � � ® _ ` ' ����� "44 77; -., P 411140: 1 \ • AERATION � .0 re 7/ 4 1. s l(VERSSONOW BASIN N0. 3 g, ;no STRUCTURE g e � �' 'a SECONDARY CLARIFIER PRIMARY ELECTRIC SUB ' N0.3 CLARIFIER S TATION IN BELOW SEE SHEET M301 2 CC co ,_ NO. 3 GRADE TUNNEL } , Az 1 W • D O • p ' 1I ,� '"---** STAGING AREA TO BE o r x R OAD "C" SHARED W/ OTHER ° o *Q —' \ 9;c�1w. ! ON SITE PRIMARY INFLUENT FLOW PRIMARY • " SPLIT STRUCTURE CLARIFIER NO Q 'El S • NP4( N.,.....„........,,,, 4as .4 _. M N 0 AERATION 0 • ) . • BASIN �/ \ o -. ° N0.2 , • • 7 . • , , , " 3 / , -...,. • 41 1 ' r PRIMARY \ \ 4 m CLARIFIER SECONDARY \ \ CLARIFIER 1 NO I // � ) 1 / / CLARIFIER / / NO. , mil k , \ . q 1 I // / � PRDF S N GI N EE O 3 - - CLIENT LOGO PROJ NAME: SHEET: 4 OF 2 5 DW M 9 MN VLF DATE: 5/10!10 �� W E S T Y O S T DURHAM AERATION BASIN 4 • AM 40 i DSN CE DWG C2 WO D ATE 10/27 THIS BAR IS ONE INCH QeanWater 8100 SW N y b erg St MISCELLANEOUS IMPROVEMENTS _ G4 y / CHN: GDH CAD FILE *: 51703 - 0924 - 0002 WHEN DRAWING IS FULL Oaroo��id9albd� x,200 PLC c•QFG SCALE. A 5 S O C I A T E S roar*, omgen 91082 CwT 0. a / . OJ _ CEP SCALE AS NOTED (503)892'3223 PARTIAL SITE PLAN cw9 n *: 1+'s 'rV CA,L MNGR R EV* DATE DRN APPD DESCRIPTION 155 N. Flret Avrlw SWq 270 H9rbare, Opan 97124 C onsulting Engineers FAX PROD ENGR STAMP: I EXPIRES : 98/30/11 I \ 4- ;' a y SEE DWG D202 FOR CONTINUATION ,I I I I� _ _� __ _,_ - __- -1 N CELL 7E �� , I f i 4 C i i CE 7A REMOVE GATE, GATE STEM, CELL TB H "fF' 1 I REMOVE CHANN A IR d I CELL 7C ACTUATOR, SLIDE ANGLE, AND ; ¢`a I oi���a COVER PLATE. LEAVE EXISTING 1 — I ( / PIPING AND DIFFUSERS , �; I y ...!.0 MOUNTED AT BOTTOM GATE FRAME IN PLACE, (TYP 4 PLCS) I (I � ; I OF CENTER CHANNEL c (, REMOVE NPW BALL 1 I1' REMOVE 4" '-'JI VALVE, PIPING AND , , � II I I I C "NWT MU VAL VE ' _ SPRAY BAR SPRAY BARS FROM f ; .. CENTER CHANNEL, 42" PE I O6G40110 O6G40111 O6G40112 ±- + __-_1:-__.+.2 [Q6 011 + I v l� C06;4011� ( +_ I _ _ +-- I + �O6G4o11] ( TYP ) III I• - O C 1 . �-- �c �l� r 1 ��� - - C 1_?— I� )I I CAP AT WALL •��i —I -a REMOVE HOSE \��" ____x ! ! _ �1`� REMOVE �{ "E i \! .0 " ' i ®� 1 i iii 9N1 I - -L I _BIBS TYP.) J L h BIBS(TYP.) — I A ♦� ♦� � i — - III" IIG�� N - - - AI_ rP 1i — ` - . �, - -_ — I - -I ti O e ! 10 ` A A' - J s i__ _ I I - Uit.1 ►. 1dh G < i ,, . .' ' 4 , 4,. - - - - M; - = - 7: °` %F =- � c c -' \\ \ \ \ \ � \ \ \ \\ \ \ \ \\ \° iw •V e i l � s � a __ 1 i j 1 tiC -- REMOVEHPNPW PIPING „ i "- Lu ' 1 i „I„ I i 1 10 i l/ 1l :. 1,1 „ I „ „II , �_ _� 11 �I ,I 1.0 /NI _ ° t'..� • #� - :' i 0 C' :'.\ I - - - -- - - -- = 11 . 1. .0 - � - - ► i ..0 v 0 5,..., $ FROM CENTER liilr �:� �r�,riiiiinr '� ♦� �'•���`� ��`� . \ \ \� `+Ir \ \. \ \''s\ ' \ ^ \ \t. \ \ \ \`'c I.�1i1� il' - -- _ . \\� 3.611a∎i' '� CHANNEL AND CAP AT `L - L ►.h1. — - t - t I - Ili WALL. PLUG WALL 1 - fit ;' ', . _ - -- - - - - � .= .:: _--- - -u --= -- v--- -- �• - - -- -- - -- - -- -- -- c7 ,- ;: _____. - - - a - � = • -c = - °_ - __ �♦ y r=-'• --- I PENETRATION AS PART ■ + �O 6G4010� ; ® CQ6G4Q1Q 9� ; ® HOSE Bib AND - o'' M OVE O 'ra' i OF CHANNEL IN -FILL. C II 1, ^ NPW AIR LIFT PURGE ® DO NOT DEMOLISH 11 ® 2 ” HPNPW II / I ♦ ' ASSEMBLY, (TYP) ' _ ! ! 1 03" - LPA - ) g" �p� 1' [� �24 RAS I O6G40116 I REMOVE GATE, GATE STEM, _ a" �?A� �-�, `�_ _ _ A D ; , I " E - - - 1 I I a" MLR - R EMOVE EX. '4: I CAP AIR PIPE ' i 6 "NPW REMOVE o REMOVE EX. ACTUATOR, SLIDE ANGLE, AND v EXISTING I GRATING AND ' 4" CA� I COVER PLATE. LEAVE EXISTING , I ; ; ; i r f r L. I GRATING AND =_ = I p G ATE FRAME IN PLACE, (TYP 4 PLCS) i REMOVE CHANNEL AIR ; I 1 I 4" CA I ! I SLIDE GATE iNFILL CHANNEL PIPING AND DIFFUSERS I ; C M40i0s 1 INFILL CHANNEL I 6" SLIDE GATE W/ CONCRETE TO I MOUNTED AT BOTTOM I I . W/ CONCRETE TO I , LIMITS SHOWN X & �PA� �� I, LIMITS SHOWN ' I OF CENTER CHANNEL , �- I II 6" LPA ON DWG M201 ND ' I -' ON DWG M201 I I 3" HPN� l HANDRAIL. ;I I; I I HANDRAIL, (TYP) I" i ( I I I , - 1 - 1 al II ; (TYP) CELL 5/6 C 6 "LPA� �, I CELL 4 - I i 1 v I, I ii I ° I I i iI 1 I - I ' , I I , I i 2 "NPW ‹' I I � ' 0 1 0' ''. ; � ' ,� C4 I 9 9 • C- - NPW / , 1 SPRAY HEADER lo o " I ; I NPW I 1 ,; ; I I SPRAY HEADER 1 I`f I I SPRAY HEADER I I ' (1 III C M4 0101 I I C M4O1O� 1.,, -- I , ; i n , :: f NPW & 2" HPNPW v RE MOVE EX. 3" i II ¢ p I 1' I I I � I � I I I II �� ? I! I ;) ( i AND CAP ENDS �� I 1 d :I MB n I ' ) I , l n a ! I I o--(16)A40-16:1- •I CELL 1 0 6W4o:l0 a I CELL 21 i0"0 - 104 ! o6w4o1Q5 I CELL 3 06wa0i06 ( l , !' N -"" 06G40101 �G 06040103 06040104 O6G4010S O6G40106 II ___-1-.4-- „I , .._ I I fl 5 I Ni -F` i.�1' t -i{�J1 1 ; " I - - H h r-- r- • u ---I �_L 2'KA -- • 1 u ,IiiI�I1I�l� . E. - — – —_ 1 ° ' ,' . t� — I � � �i i i iil u - -- -- ......:1:0664.004 - -' -�� ilk_ — �— ! `�. mrtd == 1 I HPN 3 NM/V) I 4 ,7_B� Z 2” PW 4" GA W J ,7) , i 1 l I $ HOSE BIB, (TYP) 1 NPW 4" MUD VALVE, (TYP) I I I I SPRAY BAR.(TYP) i I I a I I REMOVE EX. WALL I 1 ®® FOR NEW GATE NOTES: 1 1 I INSTALLATION , I I I 1. CAP PIPES WHERE SHOWN, BY WELDING A STEEL OR I STAINLESS STEEL CAP TO PIPE. MATCH EX. PIPE MATERIAL. , I N, 00,4#01W4N I I I 1 `44 0�` +- 4 I s — , -I- "'4W � I • , r 46 O1 0�. ` , I — — - - , ' _ . 4 6' # 7 , /0 > CLIENT LOGO PROJ NAME. SHEET 5 O 25 D #' : . 62 f DRN: VLF DATE: 5/12/10 .�7ervi es ' D URHAM AERATION BASIN 4 M WEST YOST — DSN: CEP OwO #: 0201 DATE. 10/ 27/10 THIS BAR IS ONE INCH `_ MISCELLANEOUS IMPROVEMENTS D201 / r N o • CHK: GDH CAD FILE #: 51703 -0924-0201 WHEN DRAWING IS FULL / V ' e s:resoo 9 � CELLS 1 — 6 UPPER Pic cP fY p �� ohm SCALE. ASSOCIATES Twian.O,egon9T062 DEMOLITION PLAN GW6 G •R%, CEP SCALE: 1/4 " =1' -0" REV# DATE DRN APPO DESCRIPTION 155 N. Pb.E Avenue 504 270 MIWber.. 01119011 97124 CO30I?1ing Engineers FAX (503 )692-3224 PROJ # 6446 ENGR STAMP: I EXPIRES : 06/30/11 I NOTES: 1. CAP PIPES WHERE SHOWN, BY WELDING A STEEL OR STAINLESS STEEL CAP TO PIPE. MATCH EX. PIPE MATERIAL. REMOVE EXISTING GRATING, AND INFILL THIS SECTION OF CHANNEL WITH CONCRETE. SEE DWG S203 f C NPW 4: CA� REMOVE HOSE - - ` - h l N — BIBS (TYP.) E ( HOSE - ----- - - - - - - -- - -- — I . r ��r 1 I I 1 i 1: 1 r ,I,I�IIIq�� I��py1��l '' '� \ \ \\\-.\-1 h I — • \ \\ I , e 1., - - _ ���,!r; LTA — = h. "d .1�. .: 1. ► �' V :ii11011 I 1 I -- I:. _ 1 J • - - -- - -- - - -- Ili --- — G ACC _ w — 2:— REMOVE 2" HPN� i I REMOVE 4" BD I HOSE RACK (TYP.), 2 1-114:1P 06W4010� 1 DO NOT DEMOLISH. ■ GRATING, (TYP) I 4 MUD BELOW CHANNEL REMOVE HPNPW PIPING HANDRAIL (TYP) 1" NPW� i VALVE FROM CHANNEL )∎ i SPRAY BAR, (TYP) RELOCATE 3/4" BALL DRAIN I' �. CHANNEL. TO OUTSIDE OF II' 2" NPW { . SEE DWG M202 I11 HPM I CELL 7A CELL 7B I CELL 7C H CELL 7D CELL 7E I i' ) 4 "BD I —. 11 — 1 OW CH I1 I ; ; � �P� I I : �_LP� i 1 4 " 6A D 11 I I I I 1 1 1 o I i • `,, I I ; ..___j_ 1 'I I E d SEE DWG D201 FOR CONTINUATION v m o 3 O C ,I, b\ p Q ' K a m - O cs�t`P46 F# f 0 f y / O DRN: VLF DATE: 5/12110 _. _ - _ CLIENT LOGO: PROS NAME SHEET: 6 OF 25 DWG*: O 7 W E S T Y O S T DURHAM AERATION BASIN 4 4*. 1 PLOT 10/27/1 I• ' osN: CEP DWG.: 0202 _ ` a ooswNyeey � MISCELLANEOUS IMPROVEMENT ° "� D202 THIS BAR IS ONE INCH n vices — 44 cHK GDH CAD FILE #: 51703 -0924 -D202 WHEN DRAWING IS FULL Our �sddu!Gdev saro 209 CELL 7 PLC #: 'Pfd N \O. n� 4. � SCALE. A 5 5 0 C I A T E S Tuma6n, D g .Iwo62 ORY D _ � scALE: 1/4 " =1' -0" — (503 DEMOLITION PLAN cws 6 REV# DATE DRN APPD DE&R1PTION 155 N. nm Avenue Sure 270 1911eeore, Orogen 97124 Consulting Engineers FAx (503 )692-3224 PROJ 4$6 ENGR STAMP: _ _ 1 EXPIRES :06/30/11 l { 'l CELL 7A 1 w 1 :1' CELL 7B I 1 �i' CELL 7C 42- -' ,� I CELL 7E � / EXISTNGT TO W PE ) I O E06G4011c 564011] C0 6G4011 l3 �-.1.� ., �-- �1� trr 1 - - -- - --- i=4i .: _- -+) 1 I Ef�-1� ); 1 ( > ^q7� p III - _ - -_ , , ,I ... .. -- - � D � -- -' - -.- � r , 'j" � — t r I _ � ., .. r, r w , • —\- _' It I IIIII Ir - __;T 1 — - -- - '� � CENTERLINE AND MATCH LINE - SEE DWG M202 I i +♦ u ■ 06AE40101 -2 _ A i !! ' , �;, .'• 1 I i 411 in 1 _ I 10111 1 ; . .. r---1 �.cl.. __ T yI p r:�_ • i - L..I � c Iv v .. ao■ s — _��., C, -- - --- ti i -TES =_ ° 9 - - �- I I CAP NPW AND { + I6G40108 - 11 0 HOSE Bt88 AND ;, I _ (_ ° HPNPW AT TEE I — I r � 06AIT40101 2" HPNPW I I RACK (TYP) 1 `7 �_ �06G4010� , ® I 2' HPNPW II ; CONNECT TO , ® I I 11 d 1; ( \ 1 ,fi ��. I EXSITING HPNPW • I . I EXISTING GATE AIR LIFT PURGE �// 24 RAS I I ,I ; ( 8" LPA FRAME SHALL ACT ASSEMBLY, (TYP) 06AE40101 -1 LPA ) I : ; _ 8" LPA i (; `�" � ; I 24 "M LR • (TYP 4 PRDRAIL, , i ly (' WELDED CAP 6 "NPW { WALL REPAIR,' 1 QINSTALL NEW HOSE L V - -• { USE EXISTING FILL CHANNEL S 4" CAD S (TYP 4 PLCS) ' PIPE SUPPORTS BIB (TYP OF 3 — ,I ; I I ® w /CONCRETE III ; I WHERE AVAILABLE I' I x I ; I ; I ,o . ° { . ;¢ V V ; I ; ¢; I ; I I 3" H PNPW ,I ' NEW WALL END Q I I' I I I (; CONNECTION P. _ — NOTES: ) ;i; I [ Mao1o5 I ; ,I i -+ ' _ I r ` ¢ '1,,,' I ¢ { I 1. CAP PIPES WHERE SHOWN, BY WELDING A STEEL OR !I N STAINLESS STEEL CAP TO PIPE. MATCH EX. PIPE MATERIAL. '; I I I It l ,I ; T' I (6. CA i 1 ' I fl {' { I I ° — y I I 2. CONTRACTOR TO VERIFY FIELD CONDITIONS, DIMENSIONS, I ° PIPE SIZES AND MATERIALS. ■ II ; {� { i I CELL 6 CELL 5 I I`— tTY) I I' I''' CELL 4 i ;'{ ='= t { HANDRAIL, P ' I 11 I i I �' I '' k-- 1 - - - --J `i-- r. -I - -� ; L 11 !` �; a ° I 1 NEW WALL DIVIDING CELLS 5 86, 1 ; I ; �I� ' 1 SEE STRUCTURAL DRAWINGS , III I ., { II I I ' 11 1 II If c n LPA ,{ ; I ; ; s ° �PA� �¢ ; I , , { : Eil { II ; ( 6 NPW °I { ® I Ia I I I ;') ; I 'I + 1 1 ( HANDRAIL, ( • { I I ' (I (TYP) ∎ ■ { C M40104 ; I { I I X I ; I { ;III 0, 1 I o II ° ; z {III ; ' I' t3� ¢ ¢ ¢ III ' ; ► ; ; ; (' I E { III I: , i II 1 j I , ,1 ' I LI Oc NPW ,) I , (. NP W 1 II I I ' I { { C NPW �{ I i II I isi SPRAY HEADER SPRAY HEADER 1. SPRAY HEADER ; I ; ; I ; o ( I{ ; I INFILL EX. WALL INFILL EX. WALL 11,1 r I ' ; ; • OPENING (SIM.) ° OPENING (SIM.) I 1,1, �4' BD I I ' , I I l ' -ri T1-1 E,.' ( 1I{9:' -{ I I - a 24 DIA FLAP GATE I I - I ` ' �cc O ' I 1' ' I. i I 1 \ ! I. I I 1 \ I �/ 4- .4 f I1 . _ il . I ' 1 , ' e7 \ \ O r[3 8 I I Ii o' . 1 ° 06W 4010 1 ; CELL 1 06W401 _ 06W40103 CELL 2 _ 06W40ion F W4a ;o5 ( CELL 3 1 _ i ti -' O6G4010i 06640102 08640103 0 6G40104 50 066 106 � � o . I f tl ° __ • -_ - -� --_-_-I-- - -e '.a-- _ - —o- e-- o- °' 1 ° _ —° _ _ - __}�--- --- `- - - _,-- 1 1 a � • � _i__ ___ _= - -- - ___=f -� - - 1 _ • t -.--g 1— N+ = +� _— , -+�r� r - - - --- -- - + � - F -- � — -- --- 1 -i -- �! ;, I q. _ I II ;; - :_- ,:— , = = == I===�'------tf- ------- C� N, v.v ° -- = —-- - 4- � --- -- 0 = - --- -1— $ - - 0 -- - - -- - : &= ".� -�"_ - ...I . = _ -i= d w I I II l I I � t I f d I _ - ■ ll --- 1W1111' __ —_ -- --, -- ' SEE DRAWING M203 1 T - 1 - r - I. 2 " HPNP'W 4 ° _C_A3 3 "NPAD ( 4 ° B D� --A" L___ • ,_ I I I I I I HOSE BIBB, (TYP) C 3 NPW • j I I I I f SPRAY BAR, (TYP) 4" MUD VALVE, (TYP) t I I ■ I , - Vik§.. �PEO PROFIrS` DRN: VLF DATE" 5/12/10 PR OD NA SH EET: 7 OF: 25 - OWGJF WEST YO S T DURHAM AERATION BASIN 4 1 - �: CEP DWG M201 Pt ° E. 10/27/10 ��' THIS BAR IS ONE INCH MZO MISCELLANEOUS IM PROVEMEN TS , CHK: GDH CAD FILE* 51703- 0924 -M201 WHEN DRAWING IS FULL W ' s , N y O erg $1 ° .P �`1 SCALE. Ovc tY .1.9c ASSOCIATES T0+b2n.O,..w,971151 CELLS 1 -6 PLC n . EC� YE I 0- PROD CEP SCALE t/4 " -1'-0" ( w 503)5123123 PLAN cws 6444 MNGR: REV II DATE DRN APPD DESCRIPTION 155 N. Ftr.1 An.. SuN. 270 H9Nl.re. Or■pon 97124 C onsulting Engineers FAX (503 PROJ tl: ENGR STAMP: I O(PIRES : 06/30/11 I r. t Q INSTALL NEW HOSE walk fl y FILL (. ) N ® BIB TYP OF 2 HOSE BIBS AND RACK, TYP w /CONCRETE CHANEL (�2 NPW ,—Q4' CAD —n - -- • i I Ij - a►— a .- 1 11 i1 2 "HPNPW ( 4 •D � 2" HPNPW O6W401 _ RELOCATED 3/4" MOUNT TO BOTTOM DRAIN BALL VALVE I BELOW CHANNEL O BARS OF EXISTING I I , I HANDRAIL, (TYP) — ) ® HAND RAIL �' 1 < I CORE DRILL © I _ , 1 NPW I i I ' i I I AND GROUT I %I ! I PENETRATION q I SPRAY BAR, (TYP) NOTES: I 9 Ili III 1. CAP PIPES WHERE SHOWN, BY WELDING ATCH A EX. STEEL E OR SEL TO PIPE. M PIP MATERIAL. `i 2. CONTRACTOR TO VERIFY CAP FIELD CONDITIONS, DIMENSIONS, ' PIPE TAINLESS SIZES AND STE MATERIALS. 1 i I i I I I C 9 I I II �i , ..1'.t.1:: i l ., I Ii CELL 7A !I CELL 7B i III CELL 7C CELL 7D CELL 7E a i I 1i . ! I� ' ;1 j{ ' I I I II It ; j� r I I , I , ; 2" NPW 2" HPN i 1 III I; I q'gD� 4 ( I I I I I ;1 BELOW CHANNEL i i 6" NPW q " LPA G 6" LPA I I I ' `/ � • I , I1 C f 1 I I � .,� .1 1 ; it 11 t J r, i i I' i i ei j 1 i 8; ; V I ' I ' I �' TYPE IV PIPE Q i ' I ; ■ III EXISTING GATE I' 1 OBAfT40104 Q I I �B — ' 06AE40104 2 ■ I I I SUPPORT (TYP) Elj OBAE401o4-1 FRAME SHALL ACT I WALL REPAIR, SPACING 10' MAX. ° I I I ` AS GUARDRAIL, (TYP 4 PLCS) ��b q* gD� ; ' (TYP 4 PLCS) � I -- '-" --- - - - + � , BELOW III I I �� " LPA h II, - • CHANNEL a I A64 LIGHT 8 j ;i`s�os� FILL CHANNEL RGCP J -BOX NO 3 I i1 I I BELOW ( 6 " LP� [06G40117 �Gi *� — ! w /CONCRETE ® i i 1 CORE DRILL AND D I i , HANDRAIL CHANNEL i ! �� II (TYP} ' I'l � 8° LPA I GROUT /, I • PENETRATION (TYP) I ( I ] gcli7 LPA i � LPA I �06P4030C i C' �1 W , — - _ --- _ _ n v. A___' —• � ? ° �2" PE I I C6G4D11 6G4011 � C 64011- -+ T - } tom—_ ±� ,¢, l {—� `� CCC I _ _� I ( _ ' ` ; _I r�� ti c e aif _ - win : /_ -- ®a �� „ A - -'' e ^.4 '' '' x;, , ._,.s .z 4,.x= ,.„`.. - _. ` 4' CONNECT TO I! I ii ; ll ► -- ,S G X191 ° 1 _ �a EXSITING NPW a pp i n I �, l� � �` k�?�z'� " +h " 3 ' .'��� 7 4 1''. g,, , , ...''.''„'''. CENTERLINE AND MATCH LINE - SEE DWO M201 '�"�� lift __ lI imd inni _ - AB4AIRFLOW :!I' _ _ y_ _ _ _. --.ra `� _= ®_ - - - - -- -`� - ®SIM " AIMS JB f I ! + =0 06 _ ..� Q - - _ -_-�•, _ _ — I I I K> , © HOSE / ., - — , _ ' — , I RACK, (TYP) 14.:7117\—C3.5;=----"---1:- BIBBAN D I' I 06640107 — 1 FT �� � H I t �7 I ; -� $ SPA AIR LIFT PURGE ; I ; ' ` I, 8 �' i CONNECT TO ' ��(� - INSTALL NEW 3 /a "X2 ASSEMBLY, (TYP) I �?4" MLR EXSITING HPNPW 6" NPW �� RAS REDUCER AND 3 /a " I I 1 8_LPA� , DRAIN BALLVALVE CELL 6 CELL 5 ¢I I CELL 4 , ¢ WELDED CAP o SPE PR SS /O CLIENT LOGO: PROJ NAME ' 8 OF: 25 DWG* SHEET :16 o ORE VLF DATE: 5/12/10 WEST vo s T DURHAM AERATION BASIN 4 C EP DWG* M 202 — �� MISC ELLANEOU S IMPROVEMENTS PLOT 10/27/10 M2�2 49' ' •N — DsN THIS BAR IS ONE INCH l�1ea � C,,. _ C CHIC: CADfILE 51751703-0924-M202 WHEN DRAWING IS FULL 1 �v _ -__ '' 81p0�"">*� c ° 2 a"� Ow eoa�it t aeo b clan T , IA, CELL 7 PLCS '�Fg� p NJ� SCALE. ASSOCIATES Twl.un a"aa, sTOSz 0. R , CEP SCALE 1/4 " =l'-D" DESCRIPTION 155 N. Flni Awl Sui 270 MINb6Eo, (50�I592J223 6446 REV# DATE DRN APPO Onpon 97124 COnfu(fir E rginetrs FAX (503 PLAN PRO.I ENGR STAMP: I EXPIRES :08/30/11 s WALL ANCHOR - ° b 441 d 71T 4 a SLIDE GATE W/ a 1 / ; ° HAND CRANK AND b b NON- RISING STEM • b i i a d d I. MI I, IIIIIIII' 1 - WALL IIIL-_---UNSTRUT EX CONCRETE ® STRUCTURE 1 PROCESS N ° 4 N INSTALL NEW SLIDE GATE PIPE < (NORMALLY CLOSED) PIPE CORE DRILL EX 1 ini MI mil f <- STRUCTURE INMENNOMMENN -II/ III EL 165.00 II - 0 1 a d d WSE 162.50 I III T i ( �^ WALL ANCHOR PER , „ I I u m u1 IR ° ° GROUT AROUND PIPE A m 'I in PIPE SUPPORT MFG a EX. STRUCTURE PIPE DETAIL ■ 1 I I I I_I mu NOT TO SCALE UNISTRUT, PIPE UNISTRUT PIPE O.D. +6" a I CLAMP 4 - I 11 . � 1 P PIPE 2" . I EL 15500 , PIPE SUPPORT, FASTENERS, AND ACCESSORIES SHALL BE TYPE 316 .r STAINLESS STEEL. • TYPE IV PIPE SUPPORT NEW SLIDE GATE SE CO CELL # NEW SLIDE GATE SE CORNER CELL # DETAIL _ S ECTION SECTION Izy NOT TO SCALE HANDRAIL HORIZONTAL BAR �— UNISTRUT SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" , I PROCESS - n9> RE OVE &REPLACE !I ;I ' / PIPE AL TING AS l." i CELL 3 I : I I I � RE UIRED FOR GATE ' ' I " 4t ' I / INSTALLATION I I I j , EL 185.00 — - ( f i l ■ ;O © 2 "HPNPW &3 " NPW I N — • • Ir _ MI - _lam { — C_IC7 =L7 :2 .. Tr 3 r t - C -- ft(: cT PIPEPENETRATIONS I I 4 I 9 OF: 25 DWG SHEET J s ► I I z� �i HANDRAIL HORIZONTAL BARS a a � �� 1 N o I lr �ilp UNISTRUT, PIPE ' j . a 0 1 O -y Mill TAP EX. 3" NPW 8 2" HPNPW, O.D. +6• IL 4 i 1 T — T` u = _ _ * * 1 AND RE -ROUTE THROUGH I o � * * ���— BASIN WALL I � �,.�, CAP EX 3" NPW Y8"0 SST U -BOLT, TYP, o 1 ilk ■ I �� — - f %��'�li +� ��iij AND 2" HPNPW b SAW CUT AND REMOVE ;�\ ii■id� =.sesr��■I�� I EX CHANNEL END WALL INS © -- INSTALL NEW SLIDE GATE, --, I ' 06640119, (NORMALLY UNISTRUT PIPE CO 3" j CONNECT TO EX. CLOSED), SEE SECTIONS 9 NPW AND 2" HPNPW j CLAMP PROCESS PIPE 1/M203 & 21M203 . PIPE SUPPORT, FASTENERS, AND ACCESSORIES 3" MAX , <.. I _ _ a FASTND AC a i° EL 155 • SHALL BE TYPE 316 STAINLESS STEEL. 11 ... 3',0" TUNNEL SLIDE GATE HANDRAIL MOUNT PIPE SUPPORT I a ° - I '; J - Q 1 0 CHANNEL WALL DEMOLITION CHANNEL WALL DEMOLITION PARTIAL PLAN DETAIL Ng SECTION qw SECTION qu NOT TO SCALE ED P ROF SCALE: 1/2 " =1' - 0" SCALE: 1/2 " =1' - 0" SCALE: 1/2 " =1' - 5�� fss, N C LIENT LOGO: PRE: T: F ,��;. S of.: VLF DATE: 5/17/10 CLIENT NAME AERATION BASIN 4 � WEST vo 5 T D�A 10/27/10 +: CEP OwG n: M203 THIS BAR IS ONE INCH _ �nw rviIces Wil MISCELLANEOUS IMPROV EMENTS M2O3 W DRAWING IS FULL � 8100SW Nyberg SLIDE GATE PLAN &SECT PLO k. cf o� O CNN: GDH CAD FILE #: 51703A924 -M203 q H J SCALE. v °° °°ilta� °t is dm. ASSOCIATES T _Oregon 97062 _ ��Y O. R MOR. SCALE: AS NOTED (503 )692-3223 AND MISC. DETAILS cws � ` � - REV Si DATE DRN APPD DESCRIPTION 135 N. first Aw us SPIN 270 Hllhbon. °raw 97124 ComuX[ing Engineers FAX(603)6923224 PROD k. 6446 ENGR STAMP: I EXPIRES : 06/30/11 ri _ - -- _ — ° - • L , - -- - f -I L 1 I - I II r - - -- -•- EX. B` I AIR DROP PIPE I - - - - - - - — _ I I I n - 11% - - Ex. 6 'AIR MANIFOLD • :rr — —1 .- d OAF 1 TG �' � ._ --1--i• -1 L� " ( ! I I 9" MEMBRANE = __1. _ : J .! !► %► 4, - ,O: o IIp) O A FIXEDJOINT� 11 A A /1 A A- 11 A Q ; W (� w Y ° I SEE NOTE 1 T t1 O 11 g O; 11 O $ ' 1 Cl) ® $ T 11 11f TOP OF DIFFUSER EL. 1-3" 1' -6" 0 II $ ) m TO MATCH EXISTING VI LL5 ; I EX. 6 "0 AIR MANIFOLD � � / ` � �� �I e N N 11 11 E .9 L fur � w � EL . TO MATCH E XISTING 1 Q 1/ Q 0 4 '0 OH. 6 0 (, 0 Q 0 0 I FLOOR EL. 142.00 / - -- - -_ - - —, - - - ` � I - -. -- S - -- i FLOOR EL. 141.55 x , $ 11 $ $ 0,44: $ ;1, $ $ $ $ I: II 4 "0 PVC DIFFUSER 11 1 / D ISTRIBUTOR FLOOR EL. 141.33 T7/ ! 1 1 i 1► ! a T-6" MAXIMUM 11 a �i li I1 � GUIDE SUPPORT D- 11 1 ` �•' i I : %V SEE NOTE 1 0 11 6 6 °'1) 6 If © 0 0 1 i 1 ;; � i1 11 � ' I � � 1111 i ; � I AIR DIFFUSER DISTRIBUTOR !1 +� � Q 1, Q 1 Q ! i SECTION Ak SCALE: 1/4 " =1' -0" ' 11 11 r � CO Q i III � � i i i i/ 1 ( CO 4 I� --0 11 0 0 0 0 o,'010r -17 C'JU, -�-- 0 o c0 0 . ( $ 11 $ 1) �' 11 NOTES: 1 / ` ° I¢ 11 III 1. CONTRACTOR TO LOCATE PIPE SUPPORTS AND FIXED PIPE JOINTS SHOWN IN SECTION 5 (THIS DRAWING) , AND IN VIIT T' 14 T T T T DETAILS D, E, 8 F (DRAWING M211), PER MANUFACTURER'S RECOMMENDATIONS. § 11 11 1) (� I 2. CONTRACTOR TO VERIFY FIELD CONDITIONS, DIMENSIONS, PIPE SIZES AND MATERIALS. CELL 6 N il $ 11 °' , g E" II I, , III MQ! ►Q Q! ►Q Q, o Q Q Q 4 01 I I III .„,,,,,,, l a 0 0 $ k: „,, ... 0 0 0 0 ■ Q 1 1 6` - 6 it © Q °,o 11, Q O' 6 ,-., 11 41 t 0 0 I: 0 I I , , EX. 4 "0 DIFFUSER (1 11 A it 11oID I DISTRIBUTOR A DISTRIBUTOR AND Q Q I� I " 9 D IFFUSER DISKS Itl 9" DIFFUSER DISKS x ' 11 D 41 11 0 A ',o 0 O 1 �� NEW 4 DIFFUSER , ;, 1 1 ll I 11 -4 1 4" 1 4" 1 4' I 4 SP A 7 .4 = 9 CAP AND ATTACH =2' -8" 7-8" =7-8" 7-8 =7$" Z. Y -10" I. �� 1 NEW 90° BENDS l III f Ill= IF CELL 5 DIFFUSER EXPANSION � t MI PARTIAL PLAN - SCALE: 1/4"=V-0" CONNECTION TO EXISTING 4" DIFFUSER DISTRIBUTOR DETAIL xav SCALE: 314` =1' -0` — Ark1; �� "�fp PROFESS /O C LIENT LOGO: PROD NAME: SHEET' 10 OF: 25 DWG* DRN: TNP DATE: 5 / 1 7 / 1 0 WEST Y O S T DURHAM AERATION BASIN 4 ATE 10/ 27/ 10 �J / CEP DWG %: M210 THIS BAR IS ONE INCH n Cr Services ' MISCELLANEOUS IMPROVEMENTS M210 / 8100 SW Nyberg a w CHIC: GDH CAD FILE 0: 51703-0824-M210 WHEN DRAWING IS FULL Ow eeinaidut is olwe Subs 200 CELL 5 DIFFUSER EXPANSION �G ME SORY D. 01* ' SCALE. AS50CIATE5 Twm,aew, wow :7 R CEP SCALE: AS NOTED 155 N. Flrtl Avenue SuNr 270 Hillsboro, (503)692-3123 PLAN & SECTIONS Cws REV % DATE DRN APPD 1 Orypn 67124 Confutin Engineers F AX (5031892312a PRQI #. 6446 ENGR STAMP: I EXPIRES DB /JD/11 a .4 "7 – HANDRAIL 1 1/2" HOSE BIB GUIDE r _5, , ,,. 1 CLAMPS y " METAL STRUT y "0 STN STL ROD 1 11 FRAMING, (TYP) tS ■ FIt/ 11 " "I■ ,./._ 2" TEE w/ CAP it NI 1u 2" NPW .J_ L U U U NOTE: LOCATE AND ANCHOR PER HOSE BIB MOUNTED ON HANDRAIL GUIDE SUPPORT MANUFACTURERS RECOMMENDATIONS ak DETAIL 0 DETAIL Nix N.T.S. N.T.S. • � ��� GUIDE SPIGOT WITH g CLAMPS a GROOVES � A . I -- . --- 5 Ya" --"•-1 X"0 STN STL ROD RETAINER RING \ (DO NOT LUBRICATE) . `�' SOCKET WITH SPLINES 1 y" WIDE x X " THK S.S. STRUT t ill' ■ f I[, N ____ ,,, c, ��i THREAD � � 'II In (DO NOT LUBRICATE) , ‘ . ,...)! , .i 0 -RING 4" GRAY 7 ' . , (DO NOT LUBRICATE THIS 0 -RING WITH , _, j °" GREASE. A LIQUID SOAP SOLUTION MAY Y8 ANCHOR- " X 3 Y4" LG EXPANSION 30° o BE APPLIED FOR EASE OF INSTALLATION) TYPE w /NUT & WASHER P2 � : 3" (19mm) PROJECTION AIR DISTRIBUTOR 3" (76mm) EMBEDMENT u U U NOTE: LOCATE AND ANCHOR PER GUIDE SUPPORT W/ STRUT MANUFACTURERS RECOMMENDATIONS FIXED JOINT NOTE: LOCATE PER MANUFACTURERS RECOMMENDATIONS alA DETAIL 0 DETAIL viip N.T.S. N.T.S. " ,I o 5/17/10 TNP DATE tiEaED PROp,� s' CLIENT LOGO: PROD NAME: SHEET: 11 OF: 25 DWG N: + / � J DATE i o WEST Y O S T DURHAM AERATION BASIN 4 ", OSN: CEP Dm*, M211 — PLOr !_„ THIS BAR IS ONE INCH '� MISCELLANEOUS IMPROVEMENTS DATE: 10/27/10 M211 /' "- s CHIC GDH CAD FILE x: 51703- 0924-M211 WHEN DRAWING IS FULL B 100 S'�+ "n�s °� +' a. 7, 1 SCALE. Our ' °t4cleat ASSOCIATES O m9m9092 CE 5 DIFFUSER EXPANSION PLOk � 4 ' ORYD HS – 4 P1iO CEP SCALE AS NOTED (503 )592-3223 DETAILS CwS MNOR_ REV* DATE DRN APPD DESCRIPTION 135 N. first Maul* UN. 270 HMsbara" Oregon 97124 Consulting Engineers FAX(503)692 -3224 PROD Il: � ENGR STAMP: [ upIRES ; GE/ 30/11 • I' % ' • DETAILS NOT SHOWN FOR CLARITY, SEE M305 . i " HPNP� IA -V--- CLARIFIER WALL Mk maiR PLANTER STRIP, REPLACE ALL I NOTES: mow � o. CONCRETE N SIDEWALK rQ GI -__ = v SIDEWALK \ 12" MIN. I 1. SAW CUT EX. ASPHALT AND /OR \ SIDE EA SIDE, SIDEWALK AND REMOVE ���y --- __ \ SEE NOTE 1. O SIDEWALK, ASPHALT, AND / ,,-.,--= l �` I "„_: ,, `\, 3 J PLANTER AS REQUIRED. ,/ ���!'� i I � ` ' ASPHALT z : w SIDEWALK REMOVAL SHALL BE /', ...../.- � --- I \ PAVING a FROM EX EXPANSION /- ,/ �� 1 �� NP �. ` \ CURB & GUTTER I=I w JOINT /SCORE TO NEXT �/ / h 3" HPNPW \] /� a ¢ EXPANSION JOINT/SCORE. ! I `! \` ` `� = 2. REMOVE EX. 2" HPNPW / I ; \\ \ \` 1 — ( ) Z I� \\ REMOVE INCLUDING 3 "x2" TEE TO EX. \ \ z /� II \ HOSE BIB AND J HOSE BIB. '�� / / �2" HPNPW F �,�� DISTURBED AREAS TO � % 3. EX. CURB AND GUTTER TO / /./ SPRAY \ (\ \ \ CAP EX. TEE , I 3" HPNP� —! 1 REMAIN UNLESS EX 3 "x2 "HPNPW " i I t PRE- CONSTRUCTION CONDITIONS I TEE IS LOCATED UNDERNEATH 7//:/7' / TYP ' \ ASPHALT PAVING (CLARIFIER #3 ONLY). \ ; / J I III ,� \\ 3 HPNPV a SAW CUT / / ll ` \\‘‘ - ■ LINE, TYP. - ' ! /' \ `' \ \\ , I i ; � i! I I ' TYPICAL REMOVAL OF EX. HOSE BIB 1 / ' REPLACE HOSE Q ' , I I ' \ `, / BIB AND PIPING " I DETAIL /' THR ROOF �. \ . `,`\ ,' �r / _ 1" HB -1 ', �� \I ■ SCALE: NOT TO SCALE — �� 11 /� I Ili, �, \ ■ V ■ : , , , , , I , / \ II \ • I. f ��I1,, II\\ I -• ,I p , - -J II' I - REMOVE EX HOSE BIB , ' � AND EX 2 " NPW 1'' CLARIFIER WALL ■I I ' I 1 \. PIPING (INCLUDING I \ \ \ I / » ��� EX. TEE), TO HOSE ' I I I 1 / BIB (TYP. OF 6). ' , �Y�/' ` REPLACE W/ 2Y2" I NEW SIDEWALK �, E. \ 1 ' \ SECONDARY i PIPING AND FITTINGS. /I /i a 2}2 "HOSE BIB / Ct I �' CLARIFIER No. 3 I ' ' � � - j / o ' CURB & GUTTER \ 1 // ER SHALL BE \ I { N RESTORED TO ORIGINAL NOTES: \ \ \\ i '� ; /% i � \ 1 , ■ CONDITION AS REQUIRED I 1. REPLACE 3 "x2" TEE W/ 3"x2 X" TEE. \ I 3 \ / ,'C GUTTER / / / / .)8 (TYP.) 2. NEW PIPING FROM TEE TO HOSE BIB \ \ \ i // /� j / ,9 1 SH BE 2Y2" HPNPW, MATCH EX. I !/ m MATERIAL. � '\ / •. ' /,'' l H PN ', - 3. REPLACE MOUNTING HARDWARE AS \ ;, \\ \ CONCRETE I / / • % /' / / REQUIRED FOR NEW PIPING, \ \� /' T SIDEWALK G EX LIP OF UTILIZING EX. CHANNELS ON ASPHALT PAVING \ (TYP.) CLARIFIER WALL LIFTED SIDEWAL TO MATCK H 7 /// . 3 "x24" TEE \ f HPNP '. '� . -- / TYPICAL HOSE BIB REPLACEMENT ___: % '` REMOVE D ETAIL \ \ =•� – _ —' _ -� % . ' , /' HOSE BIB AND • `?; =1 i / CAP EX. TEE – = -- � / o SCALE: NOT TO SCALE _ (' NOTES: • a ASPHALT CLARIFIER #3 1. CONTRACTOR TO VERIFY FIELD PAVING 3" I-PN CONDITIONS, DIMENSIONS, PIPE (TYP PLAN SIZES AND MATERIALS. SCALE: 3/32 " =1' -0" : :S PROFFSSi `), DRN: VLF DATE: 5/12/1U CIJENT LOGO: PROJ NAME: SHEET 1 2 °F 2 5 DW e1 2 Oy W E S T Y O S T DURHAM AERATION BASIN 4 DSN[ CEP D M301 THIS BAR IS ONE INCH ''� MISCELLANEOUS IMPROVEMENTS �°E 10/10/27/10 / L,, CHK GDH CAD FILE A 51703-0924 -M301 WHEN DRAWING IS FULL sum "� " r B S ' M 301 op ' 1° � u SCALE. Oar aoylhant i+ NEM ASSOCIATES TuAMP Oregon 97M2 CLARIFIER N o. 3 PLC #: fC ORY O. NU� . PRQ 1 CEP SCALE: 3/32 " =1'•0" (503)692 -3223 PLAN cws 6 6 REV # DATE DRN APPD DESCRIPTION (303) 692 - 322! PROD 0: 155 N. MO Av.nw SON 270 111� bors. Omo R 97124 Consult mg En gineen FAX ENGR STAMP: I EXPIRES : 06/3011 I 2X2" HOSE BIB +� - a NOTES: - • 1• ••• 1. CONTRACTOR TO FIELD VERIFY HPNP� �_ CLARIFIER nom! ` �' ALL DIMENSIONS. • WALL /- - �_s— _ , --- FRAMING, (TYP) / % - _ _ �` `,- — • METAL STRUT z \(k " � i � _ `` : �� II °" REDUCER AT EX. / i` •! __ SEENOTE1 I 3" NPW MAIN 1 j \ , \ COPPER I DUCTILE IRON ///' , \ \ ` `\�� HOSE BIB /,� � ' / ` ; \; . DETAIL � � ® / / CONCRETE SIDEWALK (TYP.) ; " 5 NOT TO SCALE / /\� ;; / I \\ \ �HPNPW \ S ECONDARY `,, \ I „• I \` \ " HOSE BIB ,'I II NOTES: CLARIFIER No. 4 ,\ ■"• *, 1. CONTRACTOR TO FIELD VERIFY / / �� d, ALL DIMENSIONS. • • • ' •/ / REPLACE FULL -. • •: : 1 ', "' �� ���\ \ 1 \ HPNP� CLARIFIER WIDTH SIDEWALK _ . 4. ∎ III �" T i �\ 7E', \ EXISTING . WALL ? , METAL STRUT =. ` ' 1�I I ��\ \ \\\ ; 1" FIB, (TYP) FRAMING, (TYP) • . • ,, • 1 1� ROOF OVER I I I „ - " CONCRETE SIDEWALK (TYP.) 1 l' li\ - - - TUNNELS _ — I e -�- i. ' � ” I � �- —j ! it 1 . 1: IIii - . — I ill fr .4 1 ` '� INSTALL 3" PLUG VALVE ON a \ 1 HB l I • © 1 1 \\ °', \ EX. 3" NPW PIPE IN DUCTILE , "• \ �j I I ' ` J bi GROUT PENETRATION If ® 1 IRON VALVE BOX I I I II H OSE BBB REPLACEMENT THROUGH TUNNEL ROOF 1 1 ' \\\ \ ' -� - j' j V l I DETAIL \ `�� �__ / 11 . \ 1 \ \ ` \ E 2 " NPW ,, N / OT TO SCALE '/ V „ ` ` \ \\ I SPRAY / /11 DUCTILE IRON TRAFFIC \ \\\ "\ \ It HEADER, / (TYP) j I COVER \ r T YP �� / o \` o CONCRETE PAD AT \ ; 6" MIN, TYP I -I GRADE \ , /� / / // 'alitee i i �\\ �• Npy i � � ' " HPNPV i Nati 1 ►]+� sli Z i / �, / DUCTILE IRON VALVE BO \� , ' I - � „ - �_ _ !�j = REMOVE EX HOSE BIB E - - QQ AND EX 2" NPW i \ MECHANICAL JOINT, T YP `�~ --I ��� ' 1 o ., _ ' - a� PIPING (INCLUDING ® ® ® // e ,"` - - ' �; ,_ - ` ,���- �/- \. EX. TEE), TO HOSE e RESTRAINED FLEXIBLE ---��- BIB TYP. OF 3 . g f • %' COUPLING EACH SIDE ; ( ) OF VALVE N PW PIPE CONTINUES �I __ _ _ ASPHALT REPLACE W/ 2Y2" VAL a s_ FT = S =- I PAVING PIPING AND FITTINGS. __ =II� _ IN TUNNELS, SEE M305 �1 _ - .7 _ o A Pa �l1 I-) „ q J i ■ (TYP.) a CONCRETE j iv I I J PAD BEARING CLA FiER #4 \ \ \ \� i NOTES: 12" MIN, TYP PLAN 1. CONTRACTOR TO VERIFY FIELD • O'', TYPICAL BURIED VALVE SCALE: 3/32 " =1' - CONDITIONS, DIMENSIONS, PIPE z SIZES AND MATERIALS. 7: Aik DETAIL itzy NOT TO SCALE �� gFO PROFE o CLIENT LOGO: PROJ NAME: SHEET: 13 OF : 25 OW G #: �� 11 162 • U DRN: VLF DATE: 5/12/10 AERATION BASIN 4 - A WEST Y O S T SOT 10/27 �`°• IP DSN: CEP DWGk. M 302 °AT M302 THIS BAR IS ONE INCH n '� 6 �Sr9N � MISCELL ANEOUS IMPROVEMENTS c cn GDH CAD FILE I: 51703 -0924 4M302 WHEN DRAWING IS FULL q SCALE. - O oomzid6mt4olwr' ASSOCIATES T, 6,. ore9"r, 9�a62 CLARIFIER No. 4 PLC E a G R CEP SCALE: 3/32 " =1' -0" (503(692 -3223 � r D. Oar REVA DATE DRN APPD DESCRIPTION 155 N. FUN Avow* SLOW 270 NRIIEero. °mon 07124 Consulting Engineers FAX(503)692-3224 PLAN PROD Y : 6� ,.4 b ENGR STAMP: 1 EXPIRES : 06/30/11 I a j + SECONDARY CLARIFIER #4 . )P , , I b, 1 1. �� INSTALL 3" PLUG VALVE ' CHANWHEEL�� 3 " _ NPR ACTUATOR 1 NPW N I HYPOCHLORITE _ _ FEED SYSTEM , _ �� _ of ryA �RdlA «" 1. . "_ NPD t .' NOTE: DETAIL 0 . n PIPING LAYOUT SIMPLIFIED FOR CLARITY, SEE ' � ' NOT TO SCALE DETAILS FOR ADDITIONAL INFORMATION. U 4 HPNPW ■ . HPNPW j BOOSTER PUMP a INST - — l ,b a. CHAIN WHEEL � `z � ACTUATOR TO CLARIFIER #3 t.i NP� SPRAYERS a 4 , _,-, _,. , . , , z „,, .4 r :AN...! ti ,,t,ts,..t,,,,tt_ ti, tit„,„:44.1.e., ,....4., . .,. LL j DETAIL SECONDARY CLARIFIER #3 NOT TO SCALE PARTIAL TUNNEL PLAN 1 ! . A' 8 ¢ \ u SCALE: 3/16 " =1 —O” d x ' w. ( ., - d$ f a: i f : i f, INSTALL ;,... ,i, „ , -. , _._._ 4 • �� �" `� CHAIN WHEEL Ark INSTA 4 f 'w ACTUATOR CHAIN WHEEL qii ACTUATOR fz 4 - DETAIL e DETAIL illr NOT TO SCALE NOT TO SCALE / / / 4,0 / yEO PRD FESS' °RN: TNP DATE: 5/17/10 CL ENT LOGO: PROJNAME SHEET' 14 OF: 25 OWG *: 1 r . — W E S T Y O S T DURHAM AERATION BASIN 4 IIIIII■ rt M3 05 DSN: CEP DwG *: PLOr THIS BAR IS ONE INCH wt y '� MISCELLANEOUS IMPROVEMENTS DA� 0/27/10 M305 ' - CHK: GDH CADFILE 51703- 0924 -M210 WHEN DRAWING IS FULL e,00 swN e.ss, , 0. � , a SCALE. Oar bs is d " ` ASSOCIATES : Oregon 97062 3 ' HPNPW SOURCE VALVE PLC 'A H CR Y D. i M : CEP SCALE: AS NOTED REV* DATE DRN APP° DESCRIPTION 155 N. Me Avenue Sul% 270 HNbA,oro. Oregon 97124 Consulting Eng ineers FAX(503)692 -3224 PLAN AND DETAILS PROD 1h. 6446 ENGR STAMP: I EXPIRES : 06/30/11 I r. 2 v W i INSTALL CHAINWHEEL ACTUATOR IN PLACE OF EX. 3' PLUG VALVE EX. HAND WHEEL CHAIN WHEEL 3° PLUG VALVE RELOCATE EXISTING TEE, EXISTING 4 "x3" ACTUATOR HELD FITTINGS, AND DRAIN LINE REDUCER AS NECESSARY TO GROOVE ACCOMMODATE NEW „._ --� . PIPE ENDS PLUG VALVE ia l , j u 1 . 3° HPNPW i 1 ; ; � �,. FIELD 1 EXISTING SEE NOTE 2 �I�.I� GROOVE 1 1 1 GROOVED PIPE ENDS GROOVED � � COUPLING � � COUPLING, ir a 1 1 1 1 (TYPI. 1)z' PVC DRAIN 1 1 • TYPICAL VALVE CHAIN WHEEL ACTUATOR FLANGE x GROOVED NOTES: SPOOL, SEE NOTE 1. DETAIL 1. REMOVE EXISTING BALL VALVE. gip • 2. A GROOVED END PLUG VALVE MAY BE SCALE: NOT TO SCALE SUBSTITUTED IN PLACE OF THE FLANGED x 3" NPW VALVE GROOVED SPOOLS. AN1 DETAIL 3. CONTRACTOR TO FIELD VERIFY CHAIN INSTALL CHAINWHEEL LENGTH PRIOR TO INSTALLATION. ACTUATOR SCALE: NOT TO SCALE a ' 4 � 1 a CHAIN LENGTH PER OWNERS i REQUIREMENTS, CONTRACTOR S - -- a TO FIELD VERIFY LENGTH • I, d EX. 3" PLUG VALVE PRIOR TO INSTALLATION �► 1 o 1 TYPICAL VALVE CHAIN WHEEL ACTUATOR SECTION e31 ,,_, SCALE: NOT TO SCALE . , " o S �' T » PRO CLIENT LOGO: PROJ NAME: SHEET: 15 OF 25 DWG #: �� e _ 2 ' 3 O OM TNP DATE: 5/17/10 WEST YO S T DURHAM AERATION BASIN 4 '° � DSN: CEP DWG #. M306 THIS BAR IS ONE INCH �IIwT � 'O MISCELLANEOUS IMPROVEMENTS ^ TE — ' 10 /27/10 / �rA CHIC GDH CAD FILE0: 51703-0924 -M306 WHEN DRAWING IS FULL 9 SW " ' "BrgSI M306 O,p " 1 41, Our ta.,g V claw 3" HPNPW SOURCE VALVE PLC: FcoRy p N o ` - _ , SCALE. ASSOCIATES Tuaao, O6F9o" 97362 ----- REV CEP SCALE: AS NOTED (533)692 -3223 DETAILS CW3 64 4 MNGR: REVN DATE DRN APPD DESCRIPTION 156 N. Mir A3ww. Suit. 270 N9hEoro. Oregon 97124 C onsu lti ng Engineers FAX(503)892 -3224 PROD 0: ENGR STAMP: I EXPIRES : 06/30/11 I a GENERAL STRUCTURAL NOTES: CONCRETE: STRUCTURAL STEEL: 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS • MINIMUM STANDARDS FOR CONSTRUCTION. OF ACI -301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ". NOTED OTHERWISE ON THE PLANS: La MIX PROPORTIONS SHALL BE PER ACI -301, METHOD 2 OR THE ALTERNATE 2. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2009 PROCEDURE. SUBMIT MIX DESIGN FOR REVIEW BY STRUCTURAL ENGINEER PLATES & BARS- ASTM A36 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE 2010 OREGON FOR APPROVAL PRIOR TO CONSTRUCTION. CHANNELS & ANGLES - ASTM A36 STATE STRUCTURAL SPECIALTY (OSSC) BUILDING CODE. • 2. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI 2. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX 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 ELECTRODES. CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES USES. OR INCONSISTENCIES. 3. ALL STEEL SHALL EXPOSED TO WEATHER SHALL BE PAINTED OR HOT -DIP 3. ALL CONCRETE SHALL CONTAIN 5% (t) 1% AIR ENTRAINMENT BY VOLUME. GALVANIZED, UNLESS NOTED OTHERWISE. 4. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED AIR ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION 4. ALL STRUCTURAL CONNECTION BOLTS SHALL BE AISI A316, UNLESS NOTED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL 4. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI- 604(306). HOT OTHERWISE. HEADED, THREADED, AND NUTTED ANCHOR RODS SHALL BE TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY WEATHER PLACEMENT SHALL CONFORM TO ACI - 605(305). MECHANICALLY ASTM F1554 (Fy = 36 ksi), UNLESS NOTED OTHERWISE. OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. VIBRATE ALL FORMED CONCRETE. DO NOT OVER - VIBRATE. PLACE CONCRETE MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT 5. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE ALL CONCRETE FROM PREMATURE DRYING. 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. STRENGTH. 6. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED DESIGN LOADS: PER 2009 IBC & 2010 OSSC THAT THE WATER/CEMENT RATIO OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN CONFORMANCE WITH 1603.1.5 - EARTHQUAKE DESIGN CRITERIA: ASTM494, USED IN CONFORMANCE WITH MANUFACTURERS INSTRUCTIONS. ANALYSIS PROCEDURE GENERAL PROCEDURE, SUBMIT ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. PER IBC, SECTION 1615.1 SEISMIC IMPORTANCE FACTOR, IE 1.0 7. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. SEISMIC USE GROUP GROUP I AGGREGATES SHALL BE IN CONFORMANCE WITH ASTM C33. COARSE SITE CLASS SITE CLASS, D AGGREGATES SHALL NOT EXCEED 3 / ". WATER SHALL BE CLEAN AND POTABLE. SEISMIC DESIGN CATEGORY CATEGORY D SEISMIC RESPONSE COEFFICIENT(S), Cs 0.183 (WORKING STRESS) 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL SP -66. STRUCTURAL OBSERVATION REQUIREMENTS; 9. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR AN ALTERNATE SMALLER BARS, 2" FOR #6 AND LARGER BARS AND 3" WHEN POURED AGAINST OREGON LICENSED PROFESSIONAL ENGINEER, APPROVED BY THE ENGINEER TARTH. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES. OF RECORD, TO PERFORM STRUCTURAL OBSERVATIONS IN ACCORDANCE WITH SECTION 1702 OF THE INTERNATIONAL BUILDING CODE. 10. PROVIDE MINIMUM 48 BAR DIAMETERS AT SPLICES. NO MORE THAN 50% OF STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL REINFORCING SHALL BE SPLICED AT ANY LOCATION. UNLESS OTHERWISE SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL NOTED, BEND ALL HORIZONTAL REINFORCING A MINIMUM OF 2' -0" AT CORNERS AND WALL INTERSECTIONS. CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS AT • SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE 11. FORMWORK SHALL BE IN ACCORDANCE WITH ACI -347 "RECOMMENDED STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR PRACTICE FOR CONCRETE FORMWORK ". FORMS SHALL BE DESIGNED BY THE WAIVE THE RESPONSIBILITY FOR ANY OTHER INSPECTION CRITERIA, INCLUDING CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE SPECIAL INSPECTION, AS REQUIRED BY THE BUILDING OFFICIAL OR AS CONCRETE HAS REACHED ITS SPECIFIED 28 -DAY STRENGTH. ALL SHORING INDICATED WITHIN THE INTERNATIONAL BUILDING CODE. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FORMWORK, SUPPORTS, " AND SHORING SHALL PROVIDE FINISHED CONCRETE SURFACES AT ALL FACES: DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE BUILDING OFFICIAL (AND THE ENGINEER OF RECORD IF AN ALTERNATE DRAWINGS. ENGINEER IS USED FOR STRUCTURAL OBSERVATION). AT THE CONCLUSION OF THE STRUCTURAL SYSTEMS, INCLUDED WITHIN THE PERMIT, THE STRUCTURAL SPECIAL INSPECTIONS: OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL AND THE OWNER (AND THE ENGINEER OF RECORD IF AN ALTERNATE ENGINEER IS USED FOR AN INDEPENDENT TESTING LABORATORY CHOSEN AND HIRED BY THE OWNER STRUCTURAL OBSERVATION) A WRITTEN STATEMENT THAT THE SITE VISITS SHALL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING AREAS OF WORK: BEST OF THE STRUCTURAL OBSERVERS KNOWLEDGE, HAVE NOT BEEN RESOLVED. 1. CONCRETE: CYLINDER TESTS, SLUMP TESTS, AIR CONTENT THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS DURING PLACEMENT OF REINFORCING STEEL & ANCHOR BOLTS NECESSARY FOR THE STRUCTURAL OBSERVER TO PERFORM THE REQUIRED DURING PLACEMENT OF CAST IN PLACE CONCRETE (CIP) STRUCTURAL OBSERVATIONS. IN ADDITION, THE CONTRACTOR SHALL NOTIFY (CONCRETE SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE THE OWNER AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS BEFORE STRENGTHS LESS THAN OR EQUAL TO 2,500 PSI WHEN AN APPROVED THE TIME AT WHICH THE SPECIFIED STRUCTURAL OBSERVATIONS MAY BE MIX - DESIGN IS SUBMITTED FOR REVIEW BY THE ENGINEER) PERFORMED. IN ADDITION THE CONTRACTOR SHALL UPDATE THE STRUCTURAL 2. ALL EPDXY ANCHORAGE (BOLTS & REINFORCING) OBSERVER OF THE CONSTRUCTION PROGRESS. 3. STRUCTURAL WELDING (DOES NOT APPLY TO QUALIFIED SHOP WELDS) 4. HIGH STRENGTH BOLTING STRUCTURAL OBSERVATION WILL BE PERFORMED FOR THE FOLLOWING AREAS 5. STRUCTURAL STEEL OF WORK: 1. FORMING AND INSTALLATION OF REINFORCING AND SHORING PRIOR TO CHANNEL INFILL. 2. FORMING AND INSTALLATION OF REINFORCING STEEL IN NEW CELL 5/6 BAFFLE WALL. INSPECTION TO BE PERFORMED PRIOR TO FORM CLOSURE. r �� 9t DRN: EGH DATE 10/29/10 _ _ CIJENTLOC+O: PROJ SHEET:16�: 25 DWG #: _. ,� nsc DURHAM AERATION BASIN 4 USN: EGH DWG # S201 - s • MISCELLANEOUS IMPROVENTS 1o/zs/10 THIS BAR INCH -_+`I ( _____ W E s T - n1^/ lowRES 12/31/10 WHEN DRAWING IS FULL l.il .7G V ll. - GJ '' pin Structural Flan*** II*. STRUCTURAL PLC* S20 CHK: EWP CAD FILE 9: 09- 182 -01 m SEALED 2/31/ NAVE SCALE Our ooaaltmea! G clear. Y 0 S T 5319 S.W. Oregon Westgate Dr., Soh 215 SEEN yrtTED n v. PR OJ SCALE: AS SHOWN - - Portland, Or.pon 97221 - DOPaS A L e. me to PANGR: EWP & ,���„ me LNa.mr OF RECORD. . REV M DATE DRN APPD DESCRIPTION 155 N. First Awns* Sulfa 270 Hillsboro, Oman 97124 (503) n2 - ,935 GENERAL NOTES Cws PROD k 6446 ENOR STAMP: r L i P �t 2" t DESIGN __ I OVERTOPPING k \ 40 y ,_ ¥ EL. 161.95' H --' 12" ' R % • • 2' CLR. (1Y . EL. 163.2' �r— I EL. 165.0' •. ° 1 NEW 12" CONCRETE j Y T BAFFLE WALL w/ : • :.i'.2:-....:::;,::::::::.....1'''''''''"1.4' I #6@12° VERT. E.F. & I #5@12" HORIZ. E.F P .� 3 -0° • I I LAP 41 • , #6@6" E.F. DOWELS NOTE: ' EL 155.0' USE HILTI RE 500-SD . 00 SD 1 VERTICAL CONTROL JOINTS • ' . ADHESIVE. EMBED 14" 6, -0" r' • 1 @ 20' o -c., EACH FACE • r: :_____.--> CELL S/ U E XISTING 24" \ \ .° C E L L 6 ° 1 CONCRETE W +.. .I __I SLAB 0 I J :• _ W EL. VARIES 141.33' TO 142.0' OPENING PER DETAIL I " • , 1 . 7''. .1 I 2 i. i 1: L - -- • NEW WALL SECTION A • SCALE: 1/2" = 1' -0" ' WALL ELEVATION SCALE: 1/4" = 1' -0" el REINFORCE PER DETAIL a 4 d ADD'L #6 x 24" CORNER BARS, d EACH FACE EXISTING / a 4 4 / CONCRETE #5@12" E.F. DOWELS . WALL USE HILTI RE 500-SD 4 1111./1 INFILL CONCRETE ADHESIVE. EMBED 6" a F ,, \ - 1 � � EXISTING OPENING , ,• d 1' - 0" 111 #4 DOWELS x 1' -0" 12" o.c., CONDUIT, PER MECH ° a -- ►,, - -_, w/ HILTI RE 500-SD EPDXY, - �anr�+ot� • o , ,. EMBED 4" (TYP) 12" w/ UNISTRUT P2016 SST OR SIM ° e A ° ° ° 4, EXI STING SLA � 1 O _ 2' -5" UNISTRUT P1000 SST 4 ° ° 4 I MIN 2"'CLR 12° LONG w/ (2) Ys "0 .6 ° A - — - — (TYP.) SST THD'D ROD EMBED r-o• p N 4 3" w/ HILTI RE 500-SD NEW 12 CONCRETE ADHESIVE WALL OPENING J 4 BAFFLE WALL D p 4 d C - � SCALE: 1/2" = 1' -0 " OPENING DETAIL � 6 � t> BAFFLE WALL END CONNECTION DETAIL " " N t, 4 SCALE: 1/2" =1 OPENING FILL DETAIL CONDUIT SUPPORT UNDER EXISTING WALKWAY SCALE: 1" = 1' -0" SCALE: 1" = 1' -0" e op & clNb i 17 Y DM* EGH DATE' 10/29/10 CLIENT w S T PROJ NAME: 3HEEh 1]OF: 25 DWG #: r YA`R1� /,'.1 DURHAM AERATION BASIN 4 O. D674l MISCELLANEOUS IMPROVENTS DAT EGH DWG* S202 THIS BAR IS ONE INCH cc ��-- ---- __ Wed S OT 10/29/10 IExPoRES 12/31 K: EWP CAD FILE 09 -182 -01 WHEN DRAWING IS FULL a7QV1 roman Structural Engineers, 121 STRUCTURAL : 0: S2�2 CH TNEg � DD«,N�T9 "Ave our commitment is deer' Y O S T s3ta S.W. Westgate a., sane 215 SEEN SUMMED ElECne@aGUr. SCALE. EWP SCALE, AS SHOWN Portland, Oregon 97221 BAFFLE WALL DETAILS RECORD COMES A'le ON "E WM REV# DATE DRN APED DESCRIPTION 155 N. Find Avenue S u it e 270 MI I s b oro, Oregon 97124 &ASSOCIATES (503) ) 292 PROJA EN RR STAM RECORD. P: , r • 6x6- W2.9xW2.9 SIKAFLEX -2c (OR WELDED WIRE APPROVED EQUAL) SEALANT REINFORCING / AROUND PERIMETER OF REM EXISTING 4 ' -0" GATE (3" CLR FROM TOP), • INFILL CONCRETE FULL LENGTH / / EXIST. CONC 2 I / FILICONC EL. 165.0' (REF) ,/ / EL. 155.0' (REF) • + EXIST. CONC SHALL BE EXIST. CONC � XI T. REINFORCE PER I • CLEAN AND FREE OF DEBRIS, — NO ADDITIONAL SURFACE PREP . '— IS REQUIRED, EXCEPT AT LOCATIONS WITH DOWELS TO EXISTING CONCRETE NOTES: 1. THE FULL HEIGHT OF CHANNEL FILL MAY NOT BE INFILL SECTION POURED IN A SINGLE POUR. CONTRACTOR SHALL POUR SCALE: 1/4" = 1' -0" CONCRETE TO MID -DEPTH AND ALLOW 2 DAYS CURE BEFORE FILLING THE REMAINDER OF THE CHANNEL. 2. AS AN ALTERNATIVE TO SEQUENTIAL POURS, CONTRACTOR MAY TEMPORARILY BRACE CHANNEL WALLS TO ALLOW PLACEMENT IN A SINGLE POUR. CONTRACTOR SHALL SUBMIT SHORING PLAN FOR REVIEW AND ACCEPTANCE. 3. INSTALL Y2 "x 2 DEEP TOOLED CONTROL JOINT @ 10' o.c. ON EXPOSED FACE — CROWN CHANNEL FILL _ SLOPE @ ° /FT MIN • PROVIDE NON -SLIP - i LIGHT BROOM FINISH I EMBEDDED GATE FRAME 6x6- W2.9xW2.9 TO REMAIN AS GUARDRAIL, WELDED WIRE . 5' -0" REINFORCING // ATTACH TOE BOARD TO MATCH EXISTING (2" CLR FROM TOP) VARIES CROWN CHANNEL FILL Y TO SLOPE @Y2 " /FT MIN a E4CHSD SIDE, - - -- 5' -0" . PROVIDE NON -SLIP ®� G + EACH SIDE, w! HILTI RE 500 -SD I LIGHT BROOM FINISH a /r EPDXY, EMBED 4 OF WALL /2 @ END I I ' �� • o e 4 • • ` " I . FILL CONC ° MEV --- - -- .I I. - -- #4x3' -8" @ 12 o.c. v • a .. 1 CENTER w/ HILTI o ° I' #4 DOWELS @ 12" o.c. E.W., I " �� ) RE 500-SD EPDXY, w/ HILTI RE 500 SD EPDXY, r •.• 11.1111111 11.1111111 EMBED 4Y2" • � _ • 'Y EMBED 4° (TYP) d• #4 @12" o.c., w/ HILTI RE 500 -SD EPDXY, EMBED 43 � • • � ■ Iv < < f . v ` . ° �� c I 'o (12EMIN)R SPECIFICATIONS 1. � EXISTING STRUCTURE "I a 4 EXISTING \ .� w / HILTI RE 00 SD • @ CENTER CONC WALL '1111111111 EXIST. CONC v o ° c a J ' EPDXY, EMBED 4Yz" INFILL SECTION GATE INFILL DETAIL SCALE: 1/7 = 1' -0" ' END OF CONCRETE INFILL DETAIL SCALE: NTS a SCALE 1/2" = V -0" _ r o 17 — CLIENT LOGO: PROD NAME: slae 25 DWG #: ' DRN: EGH DATE 10/29/10 - W nsii DURHAM AERATION BASIN 4 " IMMUMM OSN EGH DWG 5203 — MISCELLANEOUS IMPROVENTS DA 10/29/10 _ 'EXPIRES iz 31 to THIS BAR IS ONE INCH Q n I \` yj STRUCTURAL S203 1 CHK: EWP CAO FILE 9A 09 -182 -01 WHEN DRAWING IS FULL ' Pennon sfrvcmral Engine's, me. SCALE. Ow commitment is clea Y D S T 5319 S.W. W.slgel. 0r., SeR. 215 CONCRETE INFILL DETAILS PLC i. BEEN SUBMIT= °F""""DA"` PRO.I EWP SCALE AS SHOWN 501)2. Oregon 97221 — RECORD COPIES ARE ON Fl MN N MNGR: & ASSOCIATES ( 1 -1635 REV# DATE SRN APPD DESCRIPTION 155 N. First Avenue Sate 270 Hinaboro. Oregon 97121 (503) 292 P RS O 6446 111E 6N00� RECORD. P ENGR STAMP: INSTRUMENT IDENTIFICATION LINE LEGEND ABBREVIATIONS & LETTER SYMBOLS (SEE NOTE 3) INSTRUMENT IDENTIFICATION LETTER TABLE EXAMPLE: SUCCEEDING FIRST - LETTER SUCCEEDING - LETTERS PROCESS (CLOSED CONDUIT, AC ALTERNATING CURRENT VFD VARIABLE FREQUENCY DRIVE LETTER(S) PROCESS OR READOUT OR DASHED LINE INDICATES - - -- --- BUILDING OR AM AUTO - MANUAL VHC VOLATILE HYDROCARBONS LETTER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER ALTERNATE FLOW STREAM) FACILITY BOUNDARY BFV BUTTERFLY VALVE VIE VIBRATION FIRST LETTER(S) CLARIFYING A ANALYSIS ( +) ALARM PARALLELING LINES • ABBREVIATIONS OR WHEN I f BW BACKWASH W WIER GATE IN PARENTHESIS ( ), MULTI B BURNER, COMBUSTION USER'S CHOICE (') USER'S CHOICE ( *) USER'S CHOICE ( *). } } PROCESS (OPEN CHANNEL) • £ CAM COMPUTER- AUTO - MANUAL FACILITY NUMBE' FUNCTION DETAIL C USER'S CHOICE ( *) CONTROL I I (2) 3(2) L ai BB CCS CENTRAL CONTROL SYSTEM D DENSITY (S.G) DIFFERENTIAL — ANALOG SIGNAL L pp .......• OPTIONAL MOUNTING E VOLTAGE PRIMARY ELEMENT (4 TO 20 mAdc, ETC.) I I (A) TOTAL OF 2 SIGNALS CL2 etc. CHLORINE (TYPICAL: USE STANDARD CHEMICAL ELEMENT ABBREVIATION) LOCATION (A) (B) (B) 3 TYPICAL SETS OF CM COMPUTER - MANUAL LOOP NUMBER F FLOW RATE RATIO �� DISCRETE SIGNAL COD CHEMICAL OXYGEN DEMAND SET LETTER UNIT NUMBER (USED G USERS CHOICE ( *) GLASS, GAUGE GATE ' ONIOFF, ETC.) TOTAL OF 6 SIGNALS. CP -X CONTROL PANEL NO X (USED WHEN THERE WHEN THERE ARE VIEWING DEVICE AREMULTIPLE MULTIPLE DEVICES H HAND (MANUAL) CS CONTROL STATION UAL DEVICES WITH THE WITH THE SAME ( ) HIGH SAME UNIT NUMBER) LOOP NUMBER) ! CURRENT (ELECTRICAL) INDICATE ...r j' PNEUMATIC SIGNAL T T p T DC DIRECT CURRENT J POWER SCAN f f CONNECTING LINES DCS DISTRIBUTED CONTROL SYSTEM DIGITAL SYSTEM INTERFACES K TIME, TIME SCHEDULE TIME RATE CONTROL STATION )( X X FILLED SYSTEM SIGNAL DCU DISTRIBUTED CONTROL UNIT OF CHANGE DO DISSOLVED OXYGEN L LEVEL LIGHT (PILOT) LOW L L L HYDRAULIC SYSTEM SIGNAL ANALOG INPUT FCL2 FREE CHLORINE RESIDUAL M MOTION MOMENTARY MIDDLE — - - - NON- CONNECTING FOS FAST - OFF -SLOW • ANALOG OUTPUT N USERS CHOICE ( *) USER'S CHOICE ( *) USER'S CHOICE ( *) USER'S CHOICE (*) I LINES FOSA FAST- OFF - SLOW -AUTO 0 DISCRETE INPUT 0 USER'S CHOICE( *) ORIFICE, RESTRICTION -o —o- DATA LINK FOSR FAST -OFF- SLOW- REMOTE V DISCRETE OUTPUT P PRESSURE, VACUUM POINT (TEST) PACKAGE SYSTEM 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 RADIATION 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 1 U MULTIVARIABLE ( +) MULTIFUNCTION ( +) MULTIFUNCTION ( +) MULTIFUNCTION ( +) ISR INTRINSICALLY SAFE RELAY 1 L FIELD MOUNTED V VIBRATION, MECHANICAL VALVE, DAMPER, < S I A I-- 4 J Q D > LCS LOCAL CONTROL STATION %.� ANALYSIS LOUVER LCP LOCAL CONTROL PANEL W WEIGHT, FORCE WELL LEL LOWER EXPLOSIVE LIMIT X UNCLASSIFIED ( +) X AXIS UNCLASSIFIED ( +) UNCLASSIFIED ( +) UNCLASSIFIED ( +) U BACK -OF -PANEL MOUNTED I A I = PROCESS INTERFACE LOS LOCKOUT STOP (OPERATOR INACCESSIBLE) Y EVENT, STATE OR Y AXIS RELAY, COMPUTE, LR LOCAL- REMOTE L DSF PRESENCE CONVERT Z POSITION Z AXIS DRIVE, ACTUATOR, ( A ) = SIGNAL INTERFACE LRR LOCAL - RESET- REMOTE UNCLASSIFIED FINAL MA MANUAL -AUTO AI PANEL MOUNTED CONTROL ELEMENT MC MODULATE -CLOSE L (OPERATOR ACCESSIBLE) TABLE BASED ON THE INSTRUMENTATION, SYSTEMS, AND AUTOMATION SOCIETY (ISA) STANDARD. MCC-X MOTOR CONTROL CENTER NO. X SDF ( +) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. A = INTERFACE LETTER MLS MANUAL LOADING STATION - •....0 ( *) WHEN USED, DEFINE THE MEANING HERE FOR THE PROJECT D = DESTINATION DRAWING NO. S = SOURCE DRAWING NO. MSC MANUFACTURER SUPPLIED CABLE . link MCC MOUNTED OC OPEN -CLOSE (D) L MULTIFUNCTION DETAIL OCA OPEN- CLOSE -AUTO ........ PROCESS OR SIGNAL LINE O — --on OCR OPEN - CLOSE- REMOTE • T -NN) CONTINUATION N= 1,2,3,ETC OCRA OPEN - CLOSE - REMOTE -AUTO DCS FUNCTION ® SHOWN IN LEGEND, TYPICAL T-NN (I.E. z L T -1, T -2 TO T -18) ►f F2Z; INTERFACE TO OR FROM ONL ONLINE •-...0 •-...0 �� f PROCESS EXTERNAL TO 00 ON -OFF PROJECT OOA ON -OFF -AUTO 4 I NTERLOCK LOGIC OOR ON -OFF- REMOTE a N ORP OXIDATION REDUCTION POTENTIAL 0 TRANSDUCERS OSC OPEN-STOP-CLOSE E, A= ANALOG I= CURRENT ACCESSORY DEVICES pH HYDROGEN ION CONCENTRATION PLC PROGRAMMABLE LOGIC CONTROLLER X 01 ., D= DIGITAL P= PNEUMATIC POS POSITION 2 E= VOLTAGE PF =PULSE FREQUENCY A =ALARM S= SWITCH 0 REM REMOTE p DIFFERENCE a F= FREQUENCY PD =PULSE DURATION C= CONTROLLER T= TRANSMITTER REQ REQUEST E SUM H= HYDRAULIC R= RESISTANCE 1= INDICATOR U= UNCLASSIFIED 8 R= RECORDER RM -X REMOTE MULTIPLEXING MODULE NO. X X MULTIPLY Y EXAMPLE: RTU -X REMOTE TELEMETRY UNIT NO. X DIVIDE N EXAMPLE: SF SLOWER- FASTER f(x) CHARACTERIZED IIP SDG SLIDE GATE X" RAISE TO THE Nth POWER o / �, CURRENT TO PNEUMATIC r- �. TRANSDUCER (BACK OF FT TRANSMITTER AS AN ACCESSORY SP SETPOINT sr SQUARE ROOT 7 PANEL, IN A FLOW LOOP) L TO A FLOW ELEMENT SS START -STOP AVG AVERAGE `� A L SSC SUPERVISORY SET POINT CONTROL 1:1 REPEAT OR BOOST 8 SPECIAL CASES SUG SLUICE GATE > SELECT HIGHEST SIGNAL TCL2 TOTAL CHLORINE RESIDUAL < SELECT LOWEST SIGNAL 5 ® PANEL LOCATION roc TOTAL ORGANIC CARBON ± BIAS $ ON AND OFF EVENT LIGHTS TOD TOTAL OXYGEN DEMAND % GAIN OR ATTENUATE `1., 123 =PANEL NUMBER TRBL TROUBLE TURK TURBIDITY • 8 ® ON HAND SWITCH MAINTAINED CONTACT SWITCH EXAMPLE: (CONTROLLED DEVICE WILL RESTART ON RETURN OF GENERAL NOTES 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. STOP -START HAND SWITCH MOMENTARY CONTACT SWITCHES `� 23 2. COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK ( * *) ARE TO BE N (CONTROLLED DEVICE WILL NOT RESTART ON RETURN PROVIDED UNDER DIVISION 16, ELECTRICAL OF POWER AFTER POWER FAILURE). 3. THIS IS A STANDARD LEGEND. THEREFORE, NOT ALL OF THIS INFORMATION MAY o •.,-.• OF USED ON THIS PROJECT. 051 0 CLIENT LOGO: PROJ NAME: SHEF�y 'FT( ZS - DWG p: 1 7735 DaN: TNP DATE: 5-12-10 U -12 -10 — WEST YO S T DURHAM AERATION BASIN 4 . Si �! i osN RKI DWG THIS BAR IS ONE INCH Q e3IIc>� .7 Se[Vl('CS M ISCELLANEOUS IMPROVEMENTS D ATE N ° DA TE : E200 CO UK: GDH CAD FILE A 51703-0924-E200 WHEN DRAWING IS FULL 8100 SWNybwgSe,e1 9i 1p g ds ��? . Our cos ttwt is elver. ne 20o CELLS 1- 6 PLC z: � y N6 P RO- SCALE' SCALE RKI ASSOCIATES Tualatin, OR L EGEND AND ABBREVIATIONS TM 4:4 RD li. R P ROD CEP AS SHOWN — -- eAd REV # DATE ORE APPO DESCRIPTION 155 0. First Avenue Suite 270 NOMbern, 0rpen 9712 (503) 692-3223 PROJ N: 64 ` ENGR STAMP: JExpiitEso - n «.r.lr: «« ■ NOTE 2 — I NOTE 1 --- 06HS40101I 06ZT40505 06FT40505 06FT40401 06ZC40401 06AT40101 06HS40301 06AT40103 ON POS FLOW FLOW POS CTL DO ON DO 06YA40101 + 4 062C40505 * ! T 06HS40401 T 062140401 + 06YA40301 ? 06AT40104 06AT40102 06LCP00403 FAULT I I POS CTL ! I REMOTE I POS I FAULT I DO DO • A ! ' T I ! 4 I 4 ■ I 4 I 4 4 I � 1 T x (2) f(2) ,- ( 2 ) Ay- (2) ! t 1 I 00 I C . - ; . ' ) ( e ms ,. c � ■ I i - - H----1 I I L I 1 06 0 _ 1 I I 066H - - - I AERATION BA 4 INSTRUMENT TAG TABLE I I CELL FE/FIT TAG FCV /ZCRT TAG - I ,D) \ f� , ` CELL 5/6, 1ST DROP ■ _06FE/FIT40505 ,_ O6FCV40565 ; -, \ 1 I CV I CELL 5/6, DROP , 06FE/FIT4 ' 06FCV405_D6 CELL 7A 1 06FE/FIT40507 06F40507 ` PRIMARY EFFLUENT i I \G� \H ■ CELL 78, 2ND DROP 2 06FE/FIT40508 . 06FCV40508 PUMP STATION (PEPS) I I - I CELL 7C, 2ND DROP ' _06FE /FIT4051 06FCV4O51 CELL 7B, 1ST DROP I _ v ��� Ill I r J V - CELL 7C, 1ST DRO i 06FE/FIT40511 , 06PCV40511 SECONDARY I __ CELL 7 D 06FE/FIT40512 ' 06FCV40512 -I 5 � CLARIFIER4 (- — I I __ —_ -- —___ NOTE4 _ —___—__ i ! 1 --_ - --- -_ -- I I -_ - - } CELL 7E — # 06FE/FIT40513 106FCV40513 RAS FLOW I I I `. DO I 1KI - 06FCV � � ' AERATION BASIN 4 MIXER TAG TABLE W I NO T 2 1 C — HPA 40v01�2 I , ® HPA 0_._.T12- -{ 1 40507 V V Li V V V DO 1 I EQUIPMENT DESCRIPTION TAG 40506 I ' NOTE 1 1 � 0 1 - CELL 1 MIXER, 06M40101 06 -40101 © I I 4010 1 , . CELL 2 MIXER, 06M40102 f I I' I V V V V V �' i I CELL 3 MIXER, 06M40103 0640103 �NOTE1 C I NOTE 3 CELL NO. 7A CELL 4 MIXER, 06M40104 06-40104 11 106M40101 --- -L - - -- 1 O6M40107� 1 - - -i — - -- 7 C CELL 4 MIXER, 06M40105 06-40105 ' '� CEL N0.6 I 4 O6F 1 06 40 FIT i I HPA � 9 - FCV — I CELL 5/6 MIXER, 06M40106 06 -40906 I CEL NO. 1 D50 �1 1120V DO I I 0 0 . CELL 518 MIXER, 06M40107 06 WAIT DO NOTE 1 ; ' 40107 I. r --I- V V \! I ® 40101 r -I_ 1 1 40 i , 9T __ ^_ -_ -_ FCVv V v V \ / V V I I 1 I L. C .1 I ~ ' 1 j x0 -1 L^ 0 60 I --L I © HPA 40508 V V V V V V +_ (--- 120 DO 0102 No 2 N OTE 1 \ A \ �B\ �Cl O6AE _ - - 120V DO I I NOTE 1 - CELL N0.78 -_' I ( 4 r NOTES: NOT 2 r r ; 101 -1 0 I :3 C. I 1. AERATION BASIN 4 PLUG FLOW DIFFUSER AIR LINES. - 1 40 20V� I 1- FGV SPARE REFERENCE AERATION BASIN 4 CELL 5 FOR TYPICAL (; > 2 t 68 11 06ZC 1 IO6FITI 40104 HPA 4051 • 1 I DETAIL AND THE "AERATION BASIN 4 INSTRUMENT TAG I 40505 40505 40505 I I I ® lo.)- I I TABLE" FOR INSTRUMENT TAGS FOR EACH CELL. FCV _ Y �FE I , NOTE 3 � � LSLIC NOTE 1.... _ 06FCV I > ; �06M40106 40505 ta rt HPA I 40505 -' 40301 V V \/ V V V 2. AERATION BASIN 4 MIXERS 06M40101 THROUGH 106M401021 I i a Y HPA 40590 DO ' - 06M40107. REFERENCE AERATION BASIN 4 CELL 1 MIXER 1 / v v V ! > I 06F1 I ® -►> \ \ V 08A� , BASIN MIXER TAG TABLE" FOR INDIVIDUAL TAGS 06M40101 FOR TYPICAL DETAIL AND THE "AERATION • — J 40;02 I II- 111 I NOTE 1 H r - - - r! -- 4 0 -1 CELL NO. 2 V V V V V T 1 CELL NO. 7C_ 01 _ > I I CELL NO.S C - I - - - - - - -- -- - - - - - � E:- - ' I 3. NEW DO CONTROLLER 06AIT40104 AND NEW DO SENSOR z ; V V \/ V I\ © 06FE I 0 ! 6A D0 /NOTE 3 / / I 1 06AE40104-2 WITH NEW AIR BLAST CLEANER AIR SET. - 1 1�; 1 I 1 1 MOVE SIGNAL CABLE AND AIR BLAST TUBING FOR •c ' �`i_ I _ t C _ _ -- - -- - -- - --- 14 \ G ; 40301 401 -2 g I I — r I i — FC V ; I EXISTING SENSOR 06AE40104 -1 FROM EXISTING a ; I t \ \ I � I f HPA x.5 V V V V V I; TRANSMITTER 0SAIT40101 TO NEW TRANSMITTER r- 2 NOTE 2 4 ; NOTE 4,3 01 ; 1 ti OE I V 1 1 06AIT40104. NT 1 ; 120V 1�D0 ° ' V \! V V I I 106P403Q1 I, " ( L _ O6AIT 4. NEW DO SENSOR 0640101 -2 CONNECTED TO SPARE N ; C • 11 111 I� ® Ii — I CELL NO. 7D CHANNEL ON EXISTING DO CONTROLLER 06AIT40101.. 4010 e n NO �f' 2 M M 405 03 1 � _ . 1 = - — -- E.-.= � I 108M401041 11)6M401051 Do c. ""'H - — I \ HPA 40513 40 < 1 CELL NO.4 gfl I "P o ,v V V vv V �O6M40103 4Q504 I 403011 NO 1 _ _ Y O6FE < I , ' —� ' 1 n ' I CELL NO. 3 V V V V V ( -H\ ® 40 i i — CELL N0. 7E } ■ '1 L < 8 I V V V V V V V V V V -- - - - ---- --- --- - -- --- --- \E �F� CHEMICAL BUILDING - T A p \ —PC OSC �.L�IR SECONDARY DEWATERING ■ 1 06ZL I 06C S 06HS 1 SECONDARY CLARIFIER 4 PUMP ` / ', POL 1.1:4 06FE12DV� ! 40401 1 40401O4Y1 1 4 1 —�� CHEMICAL 40401 40409 _ 06 40401 DEWATERING BUILDING 401 0 PUMP v. t2Z LOW PRESSURE 068 V AIR HEADER 40401 l o DRN: RKI DATE: CLIENT LOGO: PRGJ NAME: SHEET:W OF: 5 DWG M: • 17735 + r- - 3 212006 RKI RKI RECORD DRAWINGS W E S T DURHAM AERATION BASIN 4 r A L ✓` ti j DSN : RKI DW w: E20 �`�� Conrulifn DA v mamma THIS BAR IS ONE INCH 2 3/19Y1005 RKI RKI FIXED O68 FV40401 TAG ('9 +r7 a 180 Bla Rd . Ste 425 PLUG FLOW MODIFICATIONS E201 o 01K GDH CAD FILE M: $17 -03 -05-E201 WHEN DRAWING IS FULL 1 1/20/2005 RKI RKI CELLS 78 8 7C FCV /FIT TAG FIXES Ord b d� West Linn, Oregon 97068 PLC a: ' IS, v. j SCALE. 0 9/2004 RKI RKI ISSUED FOR CONSTRUCTION Y 0 S T (503) 657 - 8813 RD K. PRa & ASSOCIATES FAX (803) 722 -2342 AERATION BASIN 4 P &ID cws 64,46 D. MNGR: LEC SCALE: REV M DATE DRN APPD DESCRIPTION 155 N. First Avenue Suite 270 Hillsboro, Oregon 97129 PROD A - ENGR STAMP: roiltal DS /70/111 y FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O PLC4 06LCP00403 06AE AB -2 CELL 5 DO ■ 40101 -1 RANGE: 0 - 5.0 PPM 06AE 0 0101 -1 -AI' CD CABLE 06AE40101 -1 N L G N L RIGHT CABLE QUICK CONNECT FITTINGS cc 9 ? a CABLE DO G 0 7 PLC4 w w o J5 (RELAY A) J6 (ON DOOR) WX2051 ATB1 — C2 (V3 IN) o ¢ E40101 -1 -AIR NO 4 -�— —=,_ A A (WHITE 6 WX2051+ Cl (13 IN) 06AIT • 0 4-20 MA 40101 -1 BASE 13 06AE40101-SW-L (BLACK) 1 -5 VDC WX2051- r C 5 .t v V .,r 7 C3 (RTN 3) SLOT 1 ` .. POINT 3 J6 (RELAY B) — SHLD 06AE40101 -2 -AIR C CONDUIT 06AE40101 -SW -L NO 06AIT P- 06AE40101 -1 -AIR O 40101 J8 06AIT40101 -SW-L CABLE DO — B6 (V6 IN) PLC4 • 1 J6 (ON DOOR) WX2070 ATB3 • 06 (WHITE) 1 s ^ (WH 13 WX2070+ „� B5 (16 IN) O6AIT 4 -20 MA 1 1 40101 -2 BASE 13 y 2 2 v V ` V (BLACK) 14 v 1 -5 VDC WX2070- V B7 (RTN 6) SLOT 3 -- POINT 6 • CONDUIT CONDUIT O P- 06AIT40101 -INS S- 06AIT40101 SHLD LEFT CABLE QUICK SAFETY S CONNECT FITTINGS AERATION BASIN 4 + SWITCH J AIR FLOW X MTRS a a CABLE 06AE40101 -2 SWITCHGEAR ROOM 5020 . CONDUIT �/� P- 06AE40101 -2 -AIR O IP -0502 3 06AE AB -2 CELL 6 DO 40101 -2 RANGE: 0 - 5.0 PPM o CA cl CABLE 120 VAC, 1 PH P- 1P0502 -CKT7 60 HZ i x ` 06AIT40101 -L7 L IP0502 -7L n o CIRCUIT 7 9 ? ¢ 15A o G ° c f N �� 06AIT40101 -N7 I - IP0502 -7 NEUT BUS P' o w ° w 8 o < �_ 06AIT40101 -G U o` IP0502 -7G U I GND BUS o GND BUS CONDUIT o CONDUIT P- 06AIT40101 AERATION BASIN 4 P- IP0502 -CKT7 G N L LIGHT & RECP A - J -BOX NQ 3 N L NOTES 1. NEW DO SENSOR 06AE40101 -2 HARDWARE, CABLES AND TUBING TO EXISTING DO CONTROLLER 06AIT40101. INSTALL NEW CONDUITS AND DO SENSOR JB FOR SENSOR CABLE AND AIR BLAST TUBING PER DETAILS. DO ♦ m < 06AE CONTROLLER 06AIT40101, DO SENSOR 06AE40101 -1 AND PLC I/O ARE EXISTING. i •0101- 2 -AI 0 0 t + p1N j j 3 DRN: API DATE: 5/12/10 CLIENT LOGO: PROJ NAME: SHEETi�I 3F:i 25 DWG %: k- 17735 + l r- — 111111111=M W E S T Y O S T DURHAM AERATION BASIN 4 C ^ - /"4� c DSN RKI own E202 THIS BAR IS ONE INCH _ „ n � �� MISCELLANEOUS IMPROVEMENTS PLOT _ OR`°ON cIK GDH CAD FILE it: 51703-0924 -E202 WHEN DRAWING IS FULL '' 8 100 SW N ybergSI E202 I % •wy> ' Oveo�oideati4 slur. Suie 06AI T40101 AB -4 PLC v a M P , CEP SCALE: NOT TO SCALE SCALE. A S S O C I A T E S Tuarw 27223 CE 5 & 6 DO cws — 9 t RD K. 1 � REVS DATE DRN APPD DESCRIPTION 155 N. MP Avenue Su11M 270 NIU.bore, Oregon 57124 (523) 622 -3225 642 6 C onsulting Engineers F AX (503 692-3220 PROD N' `rTTV ENGR STAMP: 55/30/1ll FIELD PROCESS AREA PLC TERMINAL STRIP DISTRIBUTED CONTROL SYSTEM I/O PLC4 06LCP00403 06SV 06AE AB -2 CELL 5 DO • 0104 -1 -AI ,� 40104 -1 RANGE: 0 - 5.0 PPM © r1. -- N L �J CABLE O z � 06AE40104 -1 0 0 g v a in ° o EXISTING RIGHT CABLE QUICK —y CONDUIT P- 06AE40104 -1 -AIR . CONNECT FITTINGS 2 CABLE WX2336 J5 (RELAY A) J6 (ON DOOR) �_ _� 4 -20 MA (WHITE) NO 4 WX2336+ 1 06AIT40104 -L 5 v v ' (BLACK WX2336- DO Il C PLC4 2 J8 — WX2336+ / WX2336+ 1 D5(18 IN) O6AIT_ 06AIT40104 -L 1 -5 VDC WX2336 40104'1 BASE 14 3 1 250 WX2336- ..—r D7 (18 RTN) SLOT 4 4 5 I 06AIT40104 -N 2 06A1T OHM GROUND POINT 8 0104 06A1740104 -G 7 D5(I8 CA BLE DO 6 J6 (RELAY B) J6 (ON DOOR) WX2400 --- WX2400+ 250 PLC4 O6AIT40104 -L /� (WHITE �— A --- WX2400+ OHM WX2400+ y 1N) v CONDUIT C 1 _O6AIT_ 4 -20 MA (BLACK) 1 -5 VDC WX2400- BASE 14 ,. GND P- 06AE40104 NO 2 ,. r V WX2400 D7 (18 RTN) 40104 2 BUS SLOT 12 • FIELD TERMINAL POINT 8 BLOCK — CONDUIT GROUND v. S- 06AIT40104 CONDUIT LEFT CABLE QUICK _ P- 06AE40104 -2 -AIR D CONNECT FITTINGS AERATION BASIN 4 ce AIR FLOW (S z ¢ X MTRS N N a N 5 4 a O 0 O o EXISTING a a a a CABLE SWITCHCEAR ROOM 5020 o 8 ° ° O6AE40104 2 N L o IP -0502 s E/6S) 06AE AB -2 CELL 6 DO © 4 - 40104 -2 RANGE: 0 - 5.0 PPM o SAFETY 2 i a SWITCH m OFF ON CABLE 120 VAC, 1 PH o \ I P- IP0502 -CKT7 60 HZ NOTES —� 06AIT401 04-L CIRCUIT 7 IP0502 -7L A ° ° 15A 1. AIT POWER AND RELAY TERMINALS ARE RATED FOR SINGLE CONDUCTORS ONLY. — -- 06AIT40104 -N I IP0502 -7N NEUT BUS 2. NEW CONDUCTORS IN EXISTING CONDUITS TO EXISTING JUNCTION BOXES. �" V 06AIT40104 -G I o o IP0502 -7G 1 L T GND BUS 3. DO ELEMENT AIR BLAST CLEANER SOLENOID VALVE. o GND BUS V = 4. EXISTING DO SENSOR. MOVE SENSOR CABLE FROM EXISTING DO CONTROLLER O6AIT40101 o CONDUIT CONDUIT TO NEW DO CONTROLLER 06AIT40104. o P-06AIT40104 AERATION BASIN 4 P- IP0502 -CKT7 LIGHT & RECP J -BOX NO. 3 g v m I 0 1 .. s 3 CLIENT LOGO: PROJ NAME SHEET 22 OF ZS DWG M' ♦ $ 1 Kt 4 DRN: API DATE: 5/12/10 W E S T Y O S T DURHAM AERATION BASIN 4 ,( . DSN: RKI awc »: E203 E203 PLOT magaoN • N _ THIS BAR IS ONE INCH MISCELLANEOUS IMPROVEMENTS CHI: GDH CAD FILE #: 51703- 0924-E203 WHEN DRAWING IS FULL ox gELa Willi ' sw SW 9 � 06AIT40104 AB -4 PLC ,�cy�Y G? O SCALE. ASSOCIATES nw>m, Oregon 97092 „—,_ RD K - MNGGR: SCALE: NOT TO SCALE REV DATE DRN APPD DESCRIPTION 155 N. First Amiss Sults 270 Hillsboro, Oregon 97124 Contulrin E (50519923223 CELLS 7B & 7D DO DWS 64}( g Engineers FAX (503) 6923224 PROD M: ENGR STAMP: 1100.19(9 09/30 /111 ,, s � } ... s . 06AE40104 -2 ' CELL 7D NOTE ... • '- I: i CELL 7A CELL 7B i CELL 7C 06AE40104 -1 O6AIT40104 EXISTING AB 4 LIGHT & RECP I 1 NOTE 3 NOTE1 - r OX ;Al' l x JB N 0 .3 �T � � ������ '�� .,. s, �t , . , , i, iii. '. . -. snr "� . J a, t-z ud' REM OVEEXISTING i' REMOVE EXISTING ° "" „qr� s� CON D UITS NO 4 AIR TUBING NOTE 7 u ( j^ T�pyg III11 Ili _ ;� ' , • - -' '' ��_ t x f u y ti n �S y tff fz�Fw+"".. k - � - --- - - • I I - �- Wit_ - - ___ �� -- - - - -- =a -- _ - �� - - __� _ � _ a . _� ? "' 06AIT40101 EXISTING 06AE40101 -1 / f1 j k NOTE 4 INSTALL NEW INSTURMENT ` S t 1 . _ EXISTING AB 4 AIR FLOW o PANEL I AIR BALL VALVE NOTE 6 CELL 4 , ' ¢ w XMTRS A EL I� ¢ ' j ¢ ? ,., . II ■ I l '* ¢� X J �' a CELL 6 CELL 5 �, , ELECTRICAL PLAN _.� NOT TO SCALE ELECTRICAL PLAN NOTES: r 1. NEW DO CONTROLLER 06AIT40104 AND AIR BLAST CLEANER AIR SET. REFERENCE DETAIL "A" ON THIS SHEET AND DETAIL "E" ON I'" ,_ SHEET E206. 2. NEW DO SENSOR FOR AB -4 CELL 7D. SENSOR LOCATION INDICATED IS APPROXIMATE. COORDINATE FINAL MOUNTING LOCATION - WITH OWNER PRIOR TO INSTALLATION. ROUTE SENSOR CABLE AND AIR BLAST TUBING TO DO CONTROLLER 06AIT40104. �� qq i "�^ . .� REFERENCE DETAIL "A" ON SHEET E206. . • 3. EXISTING DO SENSOR. REROUTE SENSOR CABLE AND AIR BLAST TUBING FROM EXISTING DO CONTROLLER 06AIT40101 TO NEW DO CONTROLLER 06AIT40104. „ .m 4. NEW DO SENSOR FOR AB-4 CELL 6. SENSOR LOCATION INDICATED IS APPROXIMATE. COORDINATE FINAL MOUNTING LOCATION y c ' WITH OWNER PRIOR TO INSTALLATION. ROUTE SENSOR CABLE AND AIR BLAST TUBING TO DO CONTROLLER 06AIT40101. THIS £ k SENSOR REQUIRES DO SENSOR J -BOX AND CONDUIT BETWEEN CONTROLLER AND SENSOR, ROUTED UNDER EXISTING WALKWAY REFERENCE DETAILS "A" AND "B" ON SHEET E206. " .` ` ' - ' ' 5. REMOVE EXISTING CONDUITS IN CHANNEL BETWEEN CONTROLLER 06AIT40101 AND SENSOR AE40104 -1 PRIOR TO FILLING ""` CHANNEL. -"" 6. REPLACE EXISTING STAINLESS COUPLING WITH STAINLESS "T" FITTING, INSTALL BALL VALVE AND REATTACH TUBING PER DETAIL r f + ' a a "A' ON SHEET E205. r? x t _.» # °.+1 0 7. REMOVE TEMPORARY TUBING BETWEEN BASIN 7C VALVE 06FCV40510 AIR SET AND BASIN 5 VALVE 06FCV40505 PNEUMATIC . ;_, . .. y M � t . , ° „ OPERATOR, REFERENCE DETAIL "B" ON SHEET E205. F2, li DETAIL NOTES �� ) 1[e ! , E 1. INSTALL NEW 06AIT40104 ON HAND RAILING BENEATH EXISTING SUN SHIELD FOR 06FIT40508. ; to 'l A ` o 4. NEW AIT SAFETY SWITCH. y 2. NEW AIT INTERCONNECTING POWER, SIGNAL, AND CONTROL CONDUITS SHALL BE LIQUIDTIGHT PVC COATED FLEXIBLE '- METAL CONDUIT. ) i & 3. EXISTING POWER JUNCTION BOX (J8). INSTALL PVC COATED LL CONDUIT FITTING ABOVE POWER JB TO ACCOMMODATE �z., s1" ' ` _ ' EXISTING FLOW METER FLEX POWER CONDUIT AND NEW POWER CONDUIT TO NEW POWER SWITCH. ,; t ".,> ,: -,,,A; ., A ,1< , , ti ma.r.,•w� .�: �' :� �s �s . ,. -.. t, .fir 5. NEW JUNCTION BOX (JB) FOR TERMINATING AIR POWER CONDUCTORS. JB SHALL BE 6"W X 4 "H X 4" D, STAINLESS STEEL, 06AIT40104 AIR BLAST AIR SET MOUNTING LOCATION o HOFFMAN MODEL A6044CHNFSS WITH STEEL BACKPANEL, HOFFMAN MODEL A6P4. REFERENCE DETAIL "C" ON SHEET E205 AEI' ' i m s FOR TERMINAL BLOCK LAYOUT DETAILS. DETAIL a 6. EXISTING SIGNAL JUNCTION BOX (JB). INSTALL PVC COATED LL CONDUIT FITTING ABOVE POWER JB TO ACCOMMODATE ® 06AIT40104 MOUNTING DETAILS EXISTING FLOW METER FLEX SIGNAL CONDUIT AND NEW SIGNAL CONDUIT TO NEW AIT. NOT TO SCALE link +1 o m 7. CONTROL CONDUITS TO NEW AIR BLAST CLEANER AIR SET SOLENOID VALVES. DETAIL Nviiir i E i� 8. INSTALL NEW AIR BLAST CLEANER AIR SET ON EXITING BRACKET ABOVE CELL 7C VALVE 06FCV40511, EAST OF NEW DO NOT TO SCALE 3' CONTROLLER. +othsd r u15 n C UENT LOGO: PROD NAME: SHEET 2.30P ZS DWG H 17735 � N ow +. API DATE- 10/27/10 ____ DURHAM AERATION BASIN 4 J �,� WEST YOST H oRSOOx v RKI DWG . Ezoa THIS BAR IS ONE INCH � =� '� MISCELLANEOUS IMPROVEMENTS PLOT eioosw nyb.,gS: E204 Ni[ Mrrs,d�'�,>r CHID GDH CAD FI E. 5 : 51703-0S24-E204 WHEN DRAWING IS FULL - u�� ELECTRICAL PLAN AND PLC+ y a CHID �� M� S�N2� L d SCALE. A S S O C I A T E S ruaLU,_aa0oo 97062 4 RD K• N o ,CEP sCALE. NONE (5113 )692,3223 INSTALLATION DETAILS C 6446 �d I� DATE DRN APPD DESCRIPTION 135 N. ilnd Awnw Suite 270 Mlihboro, Orpon 97124 Con s ulting Engineers F AX(503)892 -322 PROJ k. et`e"!V ENGR STAMP: EXP'St 011/30/11 4 ... . .. l r . q �., ¥r L. - I � .. "'fit -� � � � •• ° sue • ', - s-. r I ki i* i -3 „pe e-- - -,., t #f . o, . * . , , • r,4 r z �. a a , •''''= ""<1:::i:1:'' ." it , r t RE MOVE E 5 VALVE 0 TEMPORARY STAINLESS STEEL TUBING BETWEEN BASIN 7C VALVE 06FCV 6FCV40505 PNEUMATIC OPERATOR. 2. REATTACH EXISTING AIR SUPPLY BALL VALVE TO BASIN 5 VALVE 06FCV40505 PNEUMATIC OPERATOR. sa REMOVE TEMPO TUBING th _w._�.. DETAIL vir NOT TO SCALE VarkEraf r • 1. REPLACE EXISTING STAINLESS STEEL COUPLING WITH A STAINLESS STEEL "T". • 2. INSTALL STAINLESS STEEL NIPPLE AND STAINLESS STEEL BALL VALVE TO END OF NEW "T" FITTING. 3. REATTACH EXISTING STAINLESS STEEL TUBING TO SIDE OF NEW "T" FITTING. PIVP MATERIALS LIST NEW INSTRUMENT AIR BALL VALVE OF 3) ■ 1. DIN (#3) SYMMETRICAL RAIL, 35 mm x 7.5 mm, ALUMINUM, ALLEN BRADLEY MODEL 1492 -DR5. �___ �',� �� — 2. UNIVERSAL D H2, gh DETAIL ® — � - 3. TERMINAL BLO EN CK OLDER, , FEED -THRU SCREW ENTRELEC TERMINAL, 6mm 20635116. GREY M4 /6, ENTRELEC MODEL 11511607. ' NOT TO SCALE 0 ® ®® ® ®® ® ®® 4. TERMINAL BLOCK, GROUNDING, SCREW TERMINAL, 6mm YELLOW /GREEN M4 /6P, ENTRELEC MODEL 0 0 0 0 0 0 0 0 0 16511316. ® ®® ® ®® ® ®® 4. TERMINAL BLOCK, END SECTION, GREY FEM6, ENTRELEC MODEL 11836816. Y ® 5. TEL CES ETREEO N 3, 3 TERMINAL RMINABLOCK, JUMPS S FOR REWL L, S N, & CENTER G TERMINALSJUMP R, 6mm TB, BJE6 EN L C M DEL 29970214. QUANTITY . O l I P. TYP OF 6) (TYP OF 3) 2 3 4 ° AIT POWER JB BACK PANEL DETAIL DETAIL O NOT TO SCALE 0 s . v • N. o �, SHEET: 0 a 15 S PRO r �� if 1# , • U CLIENT LOGO: PROJ NAME ZS DWG M : 17135 ' r oRN: API DATE. 1o/27n0 DURHA AERATION BASIN 4 // � l o Nom. WEST POST O PLOT O pp MD c Dom+: RKI owc w: E205 QeanW�r MISCELLANEOUS IMPROVEMENTS DATE: E205 v ° CHI( GDH CAD THIS BAR IS ONE INCH 41 7 i : 51703-0924 -E205 WHEN DRAWING IS FULL Otu�sv lbelat ss hn.0(e on 97 INSTALLATION DETAILS PLCta: ,c y'1 RD K. \� S *GI D v SCALE. ASSOCIATES rualenn. aason sTasz o M CEP SCALE. 1/4 " =1' -0" 1503)682 -32'10 cws 6446 LLa REV (0 DATE DRN APPD DESCRIPTION 135 N. Fire Awlw� WI. 270 H31�bofo. Organ 97124 Consulting Engineers FAX fs03 )8923224 PROD x 64�V ENGR STAMP: I 5•/30�11I \ A IP -0502 INTEGRAL SENSOR CABLE 120 VAC WITH MS- TYPE QUICK L N ii, • DISCONNECT PLUG END C I E 4 "x6' x4" 316 SS HANDRAIL AIT SENSOR QUICK NEMA 4X JUNCTION 1/4" DIA SS U -BOLT Y MOUNTING DISCONNECT FITTING BOX (fYP OF 3) UV RESISTANT r � , ! AND CABLE o —II 11 CABLE TIE WRAPS I ` BRACKET o ) ss / 15A ��SK AIR NEST 10 GAUGE __ .. ON WP CONNECTOR CABLES AND ° CKT 7 O6AE40101 -2 -AIR JUNCTION BOX v ,P'' / JUNCTION BOXES ,I ® • 06AE40101 -AIR SENSOR CABLE & 1 OFF ON Q 1 ANALYZER -TO JUNCTION BOX WATERTIGHT F cox) T / AIR BLAST TUBING I CONDUIT CABLE SEAL (SEE DETAIL A) '� y - ' y INTERCONNECTION CABLE 06AIT40101 PLASTIC TUBING FROM AIR LDO WATERTIGHT BLAST CLEANER 1 P DIA IPE SENSOR CONDUIT CABLE SEAL 4 C 1 -INCH PVC CONDUIT 1 -INCH PVC CONDUIT 3/4" PVC COATED TO AIR BLAST CLEANER CONDUIT TO TO AIR BLAST CLEANER O6AE40104 2 -AIR RIGID CONDUIT ANALYZER 3 AIR BLAST CLEANER HEAD �_._. � TO SENSOR JB 4 ASSEMBLY AND CLAMP \ ® NOTES: ` �\ 06AE40104-1 -AIR OFF ON 1. INSTALL THE HANDRAIL MOUTING BRACKET AND TEST TO ENSURE THAT THE SENSOR IS EASILY NOTES: ROTATED OUT OF THE WATER AND ACCESSED FROM THE WALKWAY BEHIND THE HANDRAIL. ' (oxl ' m ' • CONFIRM DO LOCATION AND MOUNTING POSITION WITH OWNER PRIOR TO INSTALLATION. 1. INSTALL SENSOR JUNCTION BOX AND CONDUITS WHEN REQUIRED. 06AIT40104 NOTES D.O. SENSOR HANDRAIL MOUNTING D.O. SENSOR J -BOX 1. TERMINALS IN AERATION BASIN 4 LIGHT & RECP J -BOX NO. 3. Ank 2. TERMINALS IN LOCAL AIT JUNCTION BOX (JB). DETAIL DETAIL es 3. SAFETY SWITCH ADJACENT TO AIT. NOT TO SCALE NOT TO SCALE 4. CONTACTS IN AIT. AIT POWER SCHEMATIC DETAIL l 0 © NA NOT TO SCALE w 0 © 0 V _ p 1' HPA : .it - pad REMOVE FOIL SHEILD REMOVE FOIL SHEILD AND DRAIN TO EDGE OF JACKET WIRE TO EDGE OF JACKET 3/8" HPA (TYPICAL) 3/8" HPA 3" 1" OUTER 3« 1« PLASTIC AIR BLAST LEADS 1". I 1 JACKET SIGNAL I 1 /� OUTER TUBING SUPPLIED WITH SIGNAL SIGNAL I f JACKET INSTRUMENT (TYPICAL) I I (� DRAIN JC ,9(1' NOTES: WIRE 2" 2" i 1. SAFETY VENTED ISOLATION VALVE: ALL BRONZE, RTFE SEAT, TEFLON HEAT F' E 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 N APOLLO 75-100-41. HEAT SHRINK TUBING HEAT SHRINK TUBING m 0 2. AIR FILTER WITH 40 MICRON FILTER ELEMENT AND AUTO FLOAT DRAIN. ZINC SIGNAL WIRE OUTER WIRE OUTER LABEL ° BODY AND NITRILE SEALS. PARKER 06F SERIES. LEADS \ JACKET SIGNAL LABEL JACKET r �� /IED� LEADS - 4111./1=111111 3. PRESSURE REGULATOR WITH INTERNAL RELIEF, OUTLET PRESSURE GAUGE, AND ADJUSTABLE REDUCED PRESSURE RANGE. ZINC BODY. PARKER 06R V. SERIES OR FISHER CONTROLS 67C. 0 4. 2 -WAY PILOT OPERATED SOLENOID VALVE: SOLENOID SHALL HAVE DRAIN HEAT SHRINK HEAT SHRINK CONTINUOUS DUTY, MOLDED CLASS F, 120 VAC, 60 HZ COILS. ENCLOSURE WIRE TUBING TUBING SHALL BE WATERTIGHT NEMA 4X WITH SCREW TERMINALS AND JUNCTION BOX o ASCO JKF8210G001- 120/60 OR APPROVED EQUAL. THE FOLLOWING DO i TRANSMITTERS REQUIRE 2 SOLENOID VALVES; 410AIT1605, 410AIT1607, AND * SPLICING UNDER HEAT SHRINK TUBING SHALL NOT BE ALLOWED * SPLICING UNDER HEAT SHRINK TUBING SHALL NOT BE ALLOWED 2 410AIT1608. THE FOLLOWING DO TRANSMITTERS ONLY REQUIRE 1 SOLENOID ♦ o VALVE; 410AIT1606. ti: SHEILDED CONTROL CABLE - TERMINATED SHIELD SHEILDED CONTROL CABLE - UNTERMINATED SHIELD AIR BLAST CLEANER AIR SET Ark © DETAIL © ®. DETAIL izr g,- DETAIL E ® NOT TO SCALE NOT TO SCALE o o NOT TO SCALE 3 ' n 0 DRN A D ATE: 5/1 CLIENT LOGO PROD NAME: SHEET:2S OF: ZS DWG »: • / 17135 + = N — W E S T Y O S T DURHAM AERATION BASIN 4 2-v' . .4 oaE PLOT % tFOx v WA MISCELLANEOUS IMPROVEMENTS DATE E206 7 v o DsN: RKI owD »: E206 THIS BAR IS ONE INCH p, MY �` also SIN NyDOg sr PLC »: i CHK GDH CAD FILE »: 51703-0924 -E206 WHEN DRAWING IS FULL ����� Sure 200 INSTALLATION DET AILS c H4 RD K• 1 � a G SCALE. R_ CEP SCALE NONE ASSOCIATES Tualatin, (503 ) 692-3223 s CWS d REV k DATE DRN APPD DESCRIPTION 153 N. First Awnu• Sul% 270 NSlsboro. 0,•000 97124 Consulting g rginurt FAX (503 J 993 -5330 PROJ »: ENGR STAMP: lExpetim 59/30/111