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Specifications (2) CONSTRUCTION DRAWIN DURHAM AWWTP :' REUSE gtiveT PUMPING SYSTEM IM EN DS PR N O. 6479 : P ROJECT LO ASTORIA a � .W. ,.�... ... �:� L IS T OF DRAW CANNON b ti - BEACH pN . n �� ) WATER * '` yr sx Ai G -TITLE SHEET, LIS OF DRAWIN GS, SYMB REGION OLS AND VICINITY MAPS �, l �_! ON x.- lEE""__ M, . , ' { a WR TLAND m � , : k �, r Cl - REUSE PUMP STATION SITE PLAN LINCOLN S SALEM BAKER - CITY A N CITY w M1 - REUSE PUMP STATION MECHANICAL PLANS m 1 F S M2 - HYDRO - PNEUMATIC TANK SECTIONS AND DETAILS c I c. N 4 M3 -REUSE PUMP STATION SECTIONS AND DE o "' El - RACEWAY BLOCK DIAGRAM EUGENE BEND E2 - REUSE PUMP STATION ELECTRICAL PLAN Ii - PROCESS & INSTRUMENTATION SYMBOLS AND ABBREVIATIONS aA �� 12 - PROCESS & INSTRUMENTATION REUSE PUMP STATION a. © i- ,. a V GRANTS PASS , > ? BROOKING MEDFORD KL SATH n x �. - PROJECT SITE CALIFORNIA - -' - - . , SOURCE: GOGGLE EARTH Ot a REGION MAP VICINITY MAP a SCALE: NOT TO SCALE SCALE: NOT TO SCALE 0 N Q 0 O) 0 a W W DEFERRED SUBMITTALS a IN ACCORDANCE WITH IBC SECTION 106.3.4.2 THAT SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE = ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE CITY OF TIGARD BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL p CONFORMANCE WITH THE DESIGN OF THE WWTP. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL 0 DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE FOLLOWING ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS: N v 1. BLADDER TANK EQUIPMENT ANCHORAGE AND SEISMIC CALCULATIONS. 0 0 2. VFD ANCHORAGE AND SEISMIC CALCULATIONS. ° 3. PIPE SUPPORT ANCHORAGE AND SEISMIC CALCULATIONS. 'o 1 a ���E� } ¢ c, ( 11.. URN: SELJTJA OR DECEMBER 2010 PROD NAME: SHEET TITLE. SHEET: 1 OF 10 DWGD: I -' f. CO DURHAM AWWTP GENERAL IREGON o D SN:T JA DING* G1 PLOT 12(22/10 g ry z• THIS BAR IS ONE INCH REUSE WATER PUMPING TITLE SHEET, LIST OF DATE: E CHK: TJAIPLVM CAD FILE a:109101420G01.DWG WHEN DRAWING IS FULL SYSTEM IMPROVEMENTS DRAWINGS, REGION AND PLC #. NA 0--ox G� '� v N x commilmenS is cleat N SCALE. ExPIR a APPU PLVM SALE: NONE PROJECT NO. 6479 VICINITY MAP L��hvlmEZ_ I REVS DATE URN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 57127 -9379 PROJN: 6479 ENEJR.H.SHOP: Set lyirilivio CIVIL/GENERAL SYMBOLS PIPING SYMBOLS ABBREVIATIONS GENERAL NOTES DESCRIPTION SINGLE LINE DOUBLE LINE GENERAL CIVIL NEW EXISTING EXISTING PIPE _ 1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO & AND BUILDING . _ _ __ . = ==='S L ANGLE JB JUNCTION BOX PROTECT EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE FROM NEW PIPE b 1 AT LCP LOCAL CONTROL PANEL DAMAGE. ALL IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS P PIPELINE INCH SUPERSCRIPT LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED AT THE . PIPE TO BE REMOVED \.\\\, , .„, , . ,\_‘„ \\_,,, ''.\\' 7 -7: 0 PHASE, DIAMETER LTG LIGHTING CONTRACTOR'S EXPENSE WITHOUT ADDITIONAL COMPENSATION. CHAINLINK FENCE x x x — x •: l' , ' , , . ,g) coNc FLANGED, WELD NECK ' 1 I 1 =11t= A AB AIR OR PNEUMATIC ANCHOR BOLT, AGGREGATE BASE MFR MANUFACTURER MANUFACTURER CONCRETE - MILLION GALLONS PER DAY 2. PRIOR TO SUBMITTAL OF PIPE SHOP DRAWINGS THE CONTRACTOR SHALL AC ASBESTOS CEMENT (M) MODIFIED VERIFY THE INVERT ELEVATION, ALIGNMENT, OUTSIDE DIAMETER, LOCATION, FLANGED, SLIP ON —HI— 4=1:= NC ASPHALT CONCRETE MH MANHOLE AND MATERIAL OF ALL EXISTING PIPELINES TO WHICH NEW PIPELINES WILL BE ALUM ALUMINUM MJ MECHANICAL JOINT CONNECTED. SCREWED OR SOCKET WELD I - APPROX APPROXIMATE (-LY) MATL, MTL MATERIAL ARCH ARCHITECT (-URAL) MAX MAXIMUM 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LINE AND GRADE OF ALL GENERAL PIPING NOTES AVG AVERAGE MECH MECHANICAL MFR MANUFACTURER ELBOW - STRAIGHT 1 I —11...... PIPING WITHIN THE PROJECT SITE AND ALL LAYOUT ALIGNMENTS. ir— BF BLIND FLANGE MIN MINIMUM 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO THE I - i BFP BACKFLOW PREVENTER MISC MISCELLANEOUS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, BFV BUTTERFLY VALVE MPT MALE PIPE THREAD DRAWINGS FOR ALL WORK THROUGHOUT THE COURSE OF CONSTRUCTION. ELBOW - REDUCING 2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. ram BM BENCH MARK fi MW MONITORING WELL SUCH DRAWINGS SHALL RECORD THE LOCATION AND GRADE OF ALL ==== I BFPV BACKFLOW PREVENTER VALVE BLDG BUILDING N NORTH UNDERGROUND IMPROVEMENTS CONSTRUCTED AND SHALL BE DELIVERED TO 3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT ELBOW - DOWN C -1— CM3 BO BLOW OFF VALVE NC NFC NORMALLY CLOSED NOT FOR CONSTRUCTION THE OWNER PRIOR TO, AND IN CONSIDERATION OF THE OWNER'S ACCEPTANCE OF WORK. RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL CB CATCH BASIN NO NORMALLY OPEN HALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. CI CAST IRON CIP ELBOW - UP 0+-- NPSH NET POSITIVE SUCTION HEAD N.T.S. NOT TO SCALE CAST IRON PIPE 5. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL DEBRIS . 4 CMP CORRUGATED METAL PIPE N/A NOT APPLICABLE PROMPTLY FROM THE SITE AND SHALL MAINTAIN THE SITE IN A NEAT AND 4. NUMBER OF PIPE HANGERS AND PIPE SUPPORTS NOT SHOWN FOR PIPES UNDER 4". FINAL CENTERLINE (N) NEW ORDERLY CONDITION. CONTRACTOR SHALL OBTAIN ALL NECESSARY FILL AND SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE — CY CUBIC YARD NOM NOMINAL GRADING PERMITS. ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED. CROSS 1 I I CLR CLEAR (-ANCE) — if COL COLUMN OC ON CENTER 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED CONC CONCRETE OD OUTSIDE DIAMETER 6. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING TO PROTECT THE PROJECT WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST REDUCER —Cl-- -7=1=i-- CONN CONNECT (-S, -TION) CONST CONSTRUCT (-TION) P PIPE SITE. TEMPORARY FENCING SHALL BE MAINTAINED 24-HOURS A DAY SEVEN DAYS PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. 1- CONT CONTINU (-ED, -OUS) PG PRESSURE GAUGE ASSEMBLY PL PROPERTY LINE A WEEK. TEE I 1 i CV1: 6. SYMBOLS, LEGENDS, AND PIPE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED - (D) DEMOLISH PP POWER POLE THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN ARE NOT NECESSARILY USED DI DUCTILE IRON PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH-GAUGE IN THE PROJECT TEE - DOWN I DIA DIAMETER . I C C=1:2 DIP DUCTILE IRON PIPE PROP PROPOSED DIM DIMENSION R RADIUS 7. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. TEE - UP I 0 1 ail*I0iimia- DWG DRAWING (R) RELOCATE PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND RCP REINFORCED CONCRETE PIPE EA EACH MECHANICAL EQUIPMENT, RR RAILROAD UNION I i •=1113=3-- EGG ECCENTRIC RAN RIGHT-OF-WAY EL ELEVATION 8. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATING AND PERFORMING THE FLEXIBLE RUBBER ____0___ ELEC ELECTRIC (-AL) RWL RAINWATER LEADER =14::: RED REDUCE (R) CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER THIS CONNECTOR ENCL ENCLOSURE REF REFERENCE CONTRACT TO THE EXISTING PIPING AND FACILITIES, AND TO THE WORK OF OTHER ENGR ENGINEER REINF REINFORCING (-MENT) FLEXIBLE HOSE --,--, EP, EOP EDGE OF PAVEMENT REQ'D REQUIRED CONTRACTORS. CONNECTOR EQUIP EQUIPMENT FLANGED COUPLING —±,-- I ---=M1=3- ETC ET CETERA SCHED SCHEDULE 9. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO AN ADAPTER EXIST, (E) EXISTING SD STORM DRAIN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR FLEXIBLE COUPLING II Ii=11=3 EXP JT EXPANSION JOINT SECT SECTION STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS, AND INVERT ELEVATIONS. EXT EXTERIOR SHT, SH SHEET DISASSEMBLING -- H 1 7-141=- (F) FUTURE SIM SPEC SIMILAR SPECIFICATION 10. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. LABELING JOINT FT FEET (FOOT) SQ. SQUARE SHALL INCLUDE FLOW DIRECTION ARROW AND PIPE USE. 0 0 PC FLEXIBLE COUPLING IN2 SQUARE INCHES PIPE IDENTIFICATION SCHEDULE FCA FLANGED COUPLING ADAPTER SS STAINLESS STEEL, SANITARY SEWER FF FINISHED FLOOR STD STANDARD PIPING DESIGNATION VALVE SYMBOLS FH FIRE HYDRANT FM FLOW METER SURF SURFACE PIPE TYPE SWBD SWITCH BOARD LEGEND SYSTEM VALVE FIN GD FINISH GRADE EXPOSED SYSTEM DESCRIPTION SINGLE LINE DOUBLE LINE FLEX FLEXIBLE T TYPE _ . h ,, FLG FLANGED TB THRUST BLOCK HPA HIGH PRESSURE AIR Ti I 6" RW GATE VALVE ....___[><___ -E=1])4M- FRP FIBERGLASS REINFORCED PLASTIC TBM TEL TEMPORARY BENCH MARK TELEPHONE RE REUSE WATER M-2 A I ' PIPE USE, SEE PIPE SCHEDULE ON THIS SHEET GLOBE VALVE NOMINAL PIPE DIAMETER ........—-. 1=M GPM GALLONS PER MINUTE T.O.P. TOP OF PAVEMENT TD TANK D = GPO GS GALLONS PER DAY GALVANIZED STEEL THK. .. T.O.S. THICK TOP OF SLAB RE(DI) REUSE WATER (DUCTILE IRON) DRAIN V-6 N-2 A A PLUG VALVE ----I I =FM' GV GATE VALVE TYP TYPICAL GALV GALVANIZE PIPE TYPE SCHEDULE SWING CHECK VALVE 4-----,1 =N1E3- GEN GENERATOR GROUND UG UNDERGROUND GND PIPE 0) PIPING DESIGNATION DOUBLE DOOR CHECK VALVE C=B:= GP GUARD POST v VENT TYPE PIPE MATERIAL FIELD JOINTS FITTINGS VCP VITRIFIED CLAY PIPE ID. HB HOSE BIBB VERT VERTICAL cv HVAC HEATING, VENTILATING & AIR CONDITIONING VFD VARIABLE FREQUENCY DRIVES N-2 DI (DUCTILE IRON), FLANGED, GROOVED DI o -- l'AK-11-- =11 1 cn DESCRIPTION SINGLE LINE DOUBLE LINE BUTTERFLY (FLANGED) I HT HEIGHT V.I.F. VERIFY IN FIELD COUPLING csi HORIZ HORIZONTAL VTR VENT THROUGH ROOF M-2 WELDED STEEL FLANGED, GROOVED STEEL BUTTERFLY (WAFER) --r.,,1-- =NE= HP HORSEPOWER iS MAGMETER -- F1 — ` --fl =FR= W WIDTH; WIDE COUPLING ID INSIDE DIAMETER WP WEATHER PROTECTED BALL VALVE 101 =NI= IE INVERT ELEVATION WS WELDED STEEL T-1 COPPER SOLDER, FLARED COPPER o TURBINE METER --- - 7E=r4iiit3_, - ,.- &--) INV INVERT WWF WELDED WIRE FABRIC V-6 PVC SOLVENT WELD PVC DIAPHRAGM VALVE ______-_ = ,,, a_ WWM WELDED WIRE MESH VENTURI METER ------ - =1,1=3 W/ WITH w Co W/O WITHOUT D CAPILLARY CONTROL w VALVE Ct I M Al d PRESSURE RELIEF VALVE I REFERENCE SYMBOLS (ELEVATION) --- re 0 0 0 o 1 PRESSURE RELIEF VALVE CI4 (PLAN) I , r DETAIL DETAIL E Arlik DESIGNATION LiA 401 DESIGNATION NB HOSE BIBB --f>-1 o .7 l er SHEET DRAWN ON Mr SHEET DRAWN ON o DETAIL SECTION I0 0 PROFt < N I- • DRN: SEUTJA g'„,- DECEMBER 2010 PROJ NAME: SHEET TITLE: SHEET: 2 OF: ID DWG E. 0 =in. DURHAM AWWTP GENERAL • REGON • °SW TA DwGrt• G2 M _ THIS BAR IS ONE INCH CleanWaOtervices REUSE WATER PUMPING ABBREVIATION, 12/22/10 1 -. C CRC TJA/PLVM CAD FILE #109101420G02.DWG WHEN DRAWING IS FULL SCALE. Our commitment is clear. SYSTEM IMPROVEMENTS LEGENDS AND SYMBOLS PLC It NA G2 EN . EXPIRES (01_ilg12 CV - - PROJECT NO. 6479 Fx1 APPD: pt.vm SCALE: NONE Zt #: 6479 REVS DATE °RN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 ENGia.suoap11001) Mh1.046 - - 1 i 1 1 ', ) / c f `"' / - -- NOTES: , __ �� , i � kw ' 1. CONTRACTORS FOR VARIOUS PROJECTS , C, a I TPS - _ I i I SHALL CONFINE OPERATIONS TO THE STAGING , I I ✓ '„ i AREAS AND WORK ZONES INDICATED ON i S aLDG• ?/ fi ti ' 1 i 1 THESE PLANS AND SHALL COORDINATE WORK x Y I' WITH OTHER CONTRACTORS ONSITE r f 2 / \ ! THROUGHOUT CONSTRUCTION. CONTRACTOR / f /� �,((A I ;../ T SHALL NOT BE ENTITLED TO DELAY DAMAGES ' � / I OR CLAIMS RELATED TO ONSITE , - I 3 COORDINATION WITH OTHER CONTRACTORS N ( 1/ 4 \,,,,/ I OR SUBCONTRACTORS. ■ ) J C7 L -- I 2. CONTRACTOR RESPONSIBLE FOR ANY I � t •, ,� i �"� � ^ � / I � I _ I WORK REQUIRED TO D TO PREPARE STAGING AREA MAIN 1 ) � �' Irk ? - ' a _ x — j INCLUDING BUT NOT LIMITED TO FENCING, ENTRANCE y� TM w° -j PAYMENT MARKINGS, ETC Ga — D ENT RAN ° m 1 ° o 1 SPACE AVAILABLE FOR CONTRACTORS * 4 / e - -- - . 0 C C c C) C:) C:) 0 O 1 TRAILER WITHIN THIS STAGING AREA t o,-- -- 0 C) 0 C C ,(1"'-- 1'17 --- 0 0 "* LARGE STAGING AREA TO BE SHARED WITH I ti 9 •,,� / r> u _ 0 ,-- OTHER CONTRACTORS WORKING ON SITE / C'' C• 0 j p > DURING PROJECT. PR, C-4■r / y - " C . ' ` I Ji_ GATE IS FOR EXIT ONLY. ',. 7 Z, EFFLU T�,. �, I, .. S ATIO t) PC/R �!{!:�' : `! G_� 1• 0 r>> NORMAL WORKING HOURS ARE 7:00 AM TO 4:00 0 PM, MONDAY - FRIDAY L i / -J � t " - j APPROXIMATE LOCATION OF AREA WITHIN R �[ LZ LL.I� i / {.+1 t BUILDING THAT WORK WILL BE PERFORMED i x =--g. _ `_ J RV$TATI li _ ,`. I I',. ∎ j - » '' , t 1( PRI O 1 _ .. (LOWER LEVEL). CLAR)FIER 1 _ CHEMICAL I r 7 I� """' ._ t I I AERATION 1 \ \V 1 3 ] t 1 1 x x T BtNLDIN t SECONDARY ` i a _ ___ I [ ;� N0.4 // G �� BASI t-. STORAGE _� „,,,,-- ,,,_ i RV ROAQ- - __-' ! -' , / / 4 CLARIFIER H I _ „- .. .w, -, 1 � NO 4 BUILDING a 5 1) \, FREIGHT ELEVATOR I AERATION _ i- —_ .4_ ' ---. -- . > 1 j * °< I : 0 1 8000 LBS GVM LIMIT 0 O • ' 6 i BASIN gyMi4NG, T - -- F — „ -- -- -"= == < 1��� �� '> � . �� /' it No.3 s�TATON�- 1- e, 7 r _ I ,..\ Z __ . li ( b 70 // ) cEBS FLow/ I ( �, . sEGDNDARY c 4 ] - I I - � w,,,_ ✓ ' > I � / DIVERSIO I _ _.__ ((( 1 CLARIFIER cW , • !! :'�. , , PRIMARY ''� ' o ELECTRIC 1 N0. 3 e ` e [ .,, BUILDING I CLARIFIER STRUCTURE 1 SUB STATION ; I j 1 a 7 • { 'F \ NO. 3 ' .P . _ _ _.� _.. ,-/ I y SURGE BASIN I I SURGE BASIN 4 J ..., �� Q C,) `�., _ '.1 � >� O �, : \ —__/ t ~.. — . _& _ . 1 '"" Q- ROAD ” C o 1. (/ STAGING AREA FOR CLARIFIER I d7 - �'' j j \� REUSE WATER PUMPING L a n # No. z I f� 's, SYSTEM IMPROVEMENTS �� ° �' / N S ' A ` ., ,u S' I' PROJECT PRIMARY INFLUENT FLOW $ II f Jx/ .%:� -� r ` ' / _ . , / , // O j� � \ i I I SPLIT STRUCTURE a / / J �� y N 0 .2 `'.?-2-----; /� . / 9 j .. � ,.� i' _ 9 / PRIMARY F�1'w,, �jy // \ )/' # ( Y +- � / y / ,,, ^� t! SECONDARY T 1 / CH CAL 2 '�< n f ^^• , � ! --- CLARIFIER ��' �,� CLARIFIER l C .�/FIER, x !/' Il I / f u _ \ 9 �. N0.2 �� / '� N0.3 6 \� 1 — -' ,f`F �P } .-,... .�L.. =., , ,TIDH ` �' \._ / CHEM eAL / ` /I1 /- ""- -\\ - _�_..- I t I > '+ I BA C - L _ j CLA /ER \ / �,t�y / 0 .. � ,,,,,'/'----!'!: i 1 No y, �, "���) CLARIFIER i ` y✓�ec,� �'/ 9/ oV {fY� _ _ �'"!. 0 1._.__— __.._,_.__��__�____ ____� ✓'f / ! - --_, -- �_ _._._ _ �.._ `y --/ v / ,/ x CHE�. CAL j `..- _..._ ___ �' - 2,;; _ . �// .,r • . y ' �." C N R EST ROOM r IFlER / � ` agAD - /` , 7---'- ,J osM AVAILABLE ON \ C' " ` . 0.1 y � C am J -, Ca` r +, + • / i ` � o - - -- - - -- 1 -- 7 — i DIGS R OFFICES f`� LOWER LEVEL FOR » „ '\ c �`�� •� / ,m.� - ^'" ,'' i , �,"� ( � /� / / ,� 7' Y Con1 ✓., C CONTRACTORS USE \ � ✓ I ` �`„ N (BELOW LIQUIDS '✓ % p ❑ I — k CONTROL BUILDING) � . w _ .� i r i - r ,„ m�� ., BIOSOLi ,4 ✓ T j r - i - D 71 I F� BUILDIN _ t OF ACCESS HATCH / ., "ROOF �� i �e y v „- AVAILAE \�- r 7//:: r' " .! RAISE/LOWER BLE FOR EQUIPMENT -1' (.. o "' 1 / j / i 1 ` % / ' INTO TUNNEL o r - .,._ „' 0 100 200 yam_( f ,.,_ - _._... / I ``y \ - ,.`,'�``, /�� - ",.r �,r"� 1" =100 I j , v ,i ce '. - -., / _, - 8 t I // 41. • �,1 r PRO/ 11 m �r ,..on G " "� -- Q DRMS ELITJA =E DECEMBER2010 PR OJ NAME: SHEET TITLE: SHEE 3 OF 1 0 DWG # .411r r { o DURHAM AWWTP CIVIL e° GON 0 osN: DWG M. Cl THIS BAR IS ONE INCH C1eanWa6Cr Services REUSE WATER PUMPING REUSE PUMP STATION ATE: 12/22/10 r ,� , a Cl v GHK TJA/PLVM CAD FILE #:109101420C01.DWG WHEN DRAWING IS FULL SYSTEM IMPROVEMENTS SITE PLAN MGM NA SCALE. Our commitment is clear. p7 APPD: PLVM SCALE. 1� -100 OESCRIPnON 25 50 SW Hillsboro H Hillsboro, Ore on 97123 -9379 PROJECT NO 6479 cws 64 -' At REV DATE ORN APPD 9 PROJ#: MI o NOTES: #077-4- [:>, COORDINATE PIPING CONNECTIONS ( RE(DI), HPA AND TD) WITH HYDRO - PNEUMATIC TANK MANUFACTURER. NOTE CONNECTIONS MAY DIFFER AMONG MANUFACTURERS. CONTRACTOR TO SUBMIT LAYOUT TO ENGINEER PRIOR TO CONSTRUCTION. HYDRO - PNEUMATIC TANK PRESSURE RELIEF VALVE AND DRAIN VALVE NOT �p SHOWN. VALVE SIZES AND LOCATIONS TO BE \ t 1 V I° - I I l INSTALLED PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR TO CONNECT (E) 24" RE (E) TRENCH 1" HPA I TO VENDOR SUPPLIED PRESSURE RELIEF VALVE 1 10" RE(DI) AND DRAIN N0771 E AND ROUTE TO TRENCH DRAIN I DRAIN I M -9563 2� INSTALL 10" BLIND FLANGE FOR FUTURE TANK (E) 24" RE CONNECTION - � ._� _ - - -. . _. ___ F„ 4 l� '_" - _ - :2 CONNECT TO EXISTING 1" HPA LINE AND ROUTE TO - _ _-_ ii , - CONNECTION AT CHARGING STATION _ p � {__ _ _, TO OFFSITE .,. I _. _- _ - - -- -- - _ . _ _.. �. Q A ! _ �'1_ ._ -k -- — 1ff - - • . d •- -- a _ REUSE r __ , J _ 1 it ° REHAB EXISTING PUMPS PER SPECIFICATION � — Q ® — __ (E) 1T' RE M -9562 SECTION 11315. f (E) 1" HPA S - - :. n g TO ONSITE a� "oxss ,f. REUSE 5. SEE PIPING SCHEDULE ON SHEET G2. ® - J _ - < I CONTRACTOR TO SALVAGE EXISTING PUMP L CONTROL VALVE, PUMP STARTER AND PUMP I f (E) 18" RE - - e MOTOR. CONTRACTOR TO RETURN SALVAGED _ ITEMS TO OWNER UPON COMPLETION OF PROJECT. TYPICAL OF PUMPS RP 9003 AND RP 9004. i P REUSE WATER (F REUSE WATER . REMOUNT REHABILITED PUMP TO EXISTING VW A © HYDRO PNEUMATIC HYDRO - PNEUMATIC r�� TANK TANK f ® - T - 9001 T - 9002 CONCRETE PUMP BASE USING EXISTING CONCRETE BASE AND ANCHORS. REPLACE GASKETS 10 - DISTURBED DURING CONSTRUCTION �� 1 / li j APPROXIMATE LOCATION OF EXISTING FLOW "".:?M_ _. r - 1, - � - --- ' m METERS 11 . - s .�� © Il / /` 9. FOR MECHANICAL SECTIONS AND DETAILS SEE REUSE WATER • } F REU SE WATER y 111 SHEET M2, FOR EXISTING PHOTOS AND OTHER PUMP A J_� w _, i e I PUMP FILTER MCC ROOM / // INFORMATION SEE SHEET M3. RP - 9004 L1 ® RP - 9001 SEE SHEETS El & E2 -------- 0) 10 NEW SWING CHECK VALVE AND 10" RE(DI) PIPING 12 , {� / . NOT SHOWN, SEE SHEET M3 FOR DETAILS _ REUSE WATER I� '�� ! - . [ ( II - I / 11 INSTALL NEW 24" RE PIPE SPOOL FROM EXISTING PUMP S 1I � � ° r - r FLANGED FITTING TO EXISTING GROOVED END TEE. RP 9003 7I e A I ! A ! / /' 12 REMOVE EXISTING TIDEFLEX VALVE AND REPLACE - - — _- r WITH NEW SWING CHECK VALVE. _� ... Q ,_j% " . �13 NEW 3" NE 3" RE(DI) SPOOL BETWEEN PUMP _ ! a _ _ } F -� / / r/ OUTLET AND N 3" SWING CHECK VALVE. 14 CONTRACTOR TO SALVAGE EXISTING MAGNA DRIVE, j (0) 18"RE(DI) / r ` SALVAGED MAGNA DRIVE TO BE RETURNED TO (E)12 "RE(DI) / OWNER UPON COMPLETION OF PROJECT. �' ° (N)1" HPA 24" RE 24" RE 10" RE(DI) SEE r o - /` _. s — Ur/ - •II L f Imo 1 �'„II�tJ����`" te r.- i (E) 1" HPA _ ! REUSE W ATER (F) REUSE WATER CL �_. _ _ HYDRO PNEUMATIC HYDRO NEUMATN - o -- - T TANK TANK L : Y T -9001 T -9002 re _ ____ . ___ _ ___ ___ ______- -_____ - APPROX 15' -8" V.I.F. II PLAN D o 0 4 8 HYDRO- PNEUMATIC TANK PLAN 0 o ° I 3/16"=1' - 0 2 4 C4 V ,I 3/8 O 0 O _ 6_ `6 _9 co PROF `Sfi `"P �y , x:. r:E 1'� o DRN: SEUTJA OR G E DECEMBER 2010 PROD NAME: SHEET TITLE: SHEET: 4 OF: 10 DWO W: - ( 1/ DURHAM AWWTP MECHANICAL • DAT °' OSN: TJA DWG A M1 PL 12/22/10 q `O2, ° THIS BAR IS ONE INCH anW�I SeTY REUSE WATER PUMPING REUSE PUMP STATION DAT IVL ry2 v ',4 N CHIC TJA/PLVM cm) FILE a:109101420M01.DWG WHEN DRAWING IS FULL SYSTEM IMPROVEMENTS MECHANICAL PLANS PLC NA C SCALE. Our commitment is eleaf _ ' E %FIRES ( gj Pa, AEFO: PLVM SCALE AS SHOWN PROJECT NO. 6479 CWS 6478 �8q_� REVS DATE DM APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 - 9379 PROD# " "'6 ^6 "WP.eg § 1 4ZZi iO O NOTES: 11 - 1 -1/2" MIN NON - SHRINK GROUT LEVELING PAD 1 a PER SPECIFICATION 05090 G A!\ 2 • INSTALL 10" BLIND FLANGE FOR FUTURE REUSE EXISTING CpNNECTION ® GROOVED FITTING ON I. — — -- — -- -- — — — -- — -- — — — — — — — — EX1STING�^a "xi2' TCC — — CONNECT TO EXISTING 1" HPA LINE AND ROUTE TO TY (E) 1" HPA (E) 24" RE ® (E) 12" RE I ° a - ' - i ---- 1 — _ I 24" RE 24 R24 "x1 F TEE A - d ' ' ' SHEET 2 PIPE SUPPORT. SEE DETAIL 1 ON THIS -- _— __ � -- d _ _ _ d � TYPE 10 PIPE SUPPORT. SEE DETAIL 2 ON THIS - -- , I - ® © ® III q _- ---- i - - �- 2a" RE © SHEET N _ fl �' 6. SEE SHEET G2 FOR PIPING SCHEDULE _ 1 [ 7�. CONTRACTOR TO COORDINATE PIPING - : —.--- — -- = 10" RE(DI) CONNECTIONS (HPA, RE(DI) AND TD) WITH I � ' A I , 45° BEND HYDRO - PNEUMATIC TANK MANUFACTURER. 1" HPA 9 ` - I I �� a CONTRACTOR TO SUBMIT LAYOUT TO ENGINEER — OLi,j PRIOR TO CONSTRUCTION. HYDRO - PNEUMATIC BLADDER 10" RE(DI) (E) 6" CHEM SL `I TANK PRESSURE RELIEF VALVE NOT SHOWN. ACCESS I (E) 6 CHEM SL 1 VALVE SIZES AND LOCATIONS TO BE INSTALLED (E) 8" LPA I I - -- 1" HPA PER MANUFACTURERS RECOMMENDATIONS. PIPE TO (E}RE SAMPLE L L . . �7 I [ — -- -- J # BLADDER ACCESS EXISTING TRENCH DRA NE SEE DETAIL FOR A PIPING TO REMAIN \ PHOTO OF APPROXIMATE LOCATION OF TANKS. __f i , , -0 „ s la • I REUSE WATER , (F) REUSE WATER E) RE S MPLE I A d t> INSTALL 24 "x10" TEE AT APPROXIMATE LOCATION II HYDRO- PNEUMATIC HYDRO RHEUMATIC tt yIPING O REMAIN SHOWN. CONTRACTOR TO COORDINATE FINAL h TANK II TANK E 7 LOCATION WITH OWNER. T -9001 1 T- 9002 HYDRO-PNEUMATIC _ REUSE WATER I A DRAIN PIPING FOR TANKS SHOWN AS A 11 m . HYDRO-PNEUMATIC SCHEMATIC ONLY. CONTRACTOR TO CONNECT (E) 8" PD , © ° TANK I b TO VENDOR SUPPLIED DRAIN NOZZLE AND II TD I I j l \ T -9001 G t0 ROUTE DRAIN TO EXISTING TRENCH DRAIN. • (ryp) r t, A n 10" FLANGE OFF OF 24 "x10" RE TEE TO MATCH in , � ` u, ■ �I �. II ■/ k'r . I d T f© FLANGE FOR 10° RE(DI) PIPING 4 L sii .� . ._ . o __ — -- , 11 HYDRO - PNEUMATIC TANK CHARGING STATION G — 1 1 1 Q ` 6 4 e ©, TM e A z, 4 a fo � SEE DETAIL 5 ON THIS SHEET. n a q d A -- ma 'a n L q I - 4 BFV a as [ d d ' © © 12 ROUTE 1" HPA LINE TO (E) TRENCH DRAIN. _ _ I I I �- - _- ___ --___ ° 10 "x4" ECC RED d _ 1/4-,A.) — .___ ___._ L� A. n 13 (E) TRENCH INSTALL NEW 24" RE PIPE SPOOL FROM EXISTING v - + _3"x4" RED ELBOW ° DRAIN FLANGED FITTING TO EXISTING 24 "x12" GROOVED _ d END TEE. LENGTH OF SPOOL IS APPROXIMATELY � SECTION ' ___ LL 15' -8" AND IS TO BE VERIFIED IN FIELD. FINAL 0 ? 4 SPOOL LENGTHS BASED ON CONTRACTOR 112" (TYP) - SECTION COORDINATED LOCATION OF NEW 24 "x10" TEE. PIPELINE 112" PLATE PLATE ( I 0 ? 4 1a TYPE W -1 PIPE SUPPORT. SEE DETAIL 4 ON THIS Ell � III I 318 " =1' - 0" SHEET P 12 „ PL 1'- 1 "x1' -6 "x1/2" W/ > .�.,III 314" CHAMFER VERTICAL (4 }1/2 "0 UNDERCUT AB FLEX LINE M Wril.., 1/4 W /6" EMBED #3@12" EW EDGES ( TYP ) ■ CTS P) ` i EDGE OF CONC �•I_�■;IAI FROM to 11 (p� TANK HPA M t��$® 112" MN v � 314" 0 ADHESIVE ROUGH CJ V iI CONNECTION 3/8" PL 4" (TY ANCHOR ^ IPWA } c 10" RE(DI) 10" BLIND FLG 10" (E) CONC SLAB I is r, PRESSURE 1" BALL VALVE ur , REGULATOR 0 10 "x4" ECG RED SIDE VIEW ■ co , 3/16 2 F UT URE N 4" RE(DI) 3" (TYP) LANG , • d I I WI DTH DRILL FOUR HOLES W10x12 '� # ADHESIVE ANCH ■. b TO MATCH FLANGE 3 / 1 6 r / / �i DOWEL @ 12" CC LJ ING CONCRETE SLAB R OUND CRNERS DOUBLE NUTS BASE TEE l NOTES GROT S ON CONCTE BASES. K . 41111111111011111101111 3/4" MIN 2" MAX 2. SEPARATE ALL STEEL SURFACES BEARING ON CONC BY A GROUT LAYER PIPE i . I I " 4 I° 1 1/2" (TYP) • 111 ,. ° 3/4" 0 ADHESIVE O 1" H P A i ° ' , '1/2" PL ANCHOR 3 . C ONTRACTOR SHALL LOCATE AND AVOID DRILLING THRU EXISTING REINFORCING STEEL. 1" BALL VALVE FOR 0 11/2 1" (TYP) E NDVIEw W10x12 � = CONDENSATE o f (TYP) 3/4" 0 ADHESIVE ANCHOR RELEASE ,,, W/6" EMBED, TYP OF 4 NOTE: 4. EQUIPMENT PAD TO HAVE DIMENSIONS 20 "x90" (LxW). CONTRACTOR TO CONFIRM PAD TYPE W1 SUPPORT (T1WS) v 1. ANCHOR EMBEDMENT DEPTH TO BE 8 -BAR DIAMETERS DIMENSIONS WITH OWNER PRIOR TO CONSTRUCTION OF EQUIPMENT PAD. ENONE ISEISMIC"EnR,I"T) O UNLESS SPECIFICALLY CALLED OUT ELSEWHERE. CHARGING STATION DETA Ei NOTE: SIZE OF BASE ELBOW OR TEE SHALL CONFORM TO PIPE SIZE. 9 TYPE 12 SUPPORT T12S TYPE 10 SUPPORT T10S EQUIPMENT PAD DETAIL SCALE: NONE { ) ® { ) ® 414 TYPE W -1 SUPPORT {T1WS) 0 .o SCALE: NONE SCALE NONE SCALE: NONE EL , I P N kFF % ea orw: SELJTJA ORE: DECEMBER2010 PROS NAME SHEET TITLE SHEET: 5 OF: 1 0 D #: x . 441 % ' INNIMMENI DURHAM AWWTP MECHANICAL . GOtJ . °' DSN DW M 2 PLOT 12 %x r ,t, 4v ° _ THIS BAR IS ONE INCH _ aeanWater $erviCe.S REUSE WATER PUMPING HYDRO - PNEUMATIC TANK °AT M2 7 OV y VA V N CH(: TJA/PLVM CAD FILE #'109101420MO2 DWG WHEN DRAWING IS FULL SYSTEM IMPROVEMENTS SECTIONS AND DETAILS PLC #: NA Our commitment is clear. SCALE. — EXPIRES N APPLE PLVM SCALE: AS SHOWN PROJECT NO 6479 C 6479 REV # DATE DRN APED DESCRIPTION 2550 SW Hillsboro Hwy. HiI1SbOfo, Oregon 97123 -9379 PROD #: ENGIVeTAMPOWASP (a{ tato NOTES: SEE DETAIL 4 ON THIS SHEET FOR PUMP CONTROL VALVE AND PIPING DEMOLITION 1 1===.- DEMO EXISTING PUMP CONTROL VALVES AND ASSOCIATED PUMP CONTROL VALVE DRAIN ,.; i i totaAA i • PIPING AND ELECTRICAL COMPONENTS. 'r" I . REPLACE PUMP CONTROL VALVE WITH SWING q $ L II - f CHECK VALVE PER SPECIFICATION 15050. TYP OF 4 PUMPS RP 9003 AND RP 9004. • i; REUSE : DEMO APPROXIMATELY 10' OF EXISTING 10-INCH • a WATER * RE(DI) PIPING FROM 90 DEGREE BEND TO PUMP . I PUMP /r 4 CONTROL VALVE. FIELD MEASURE NEW LENGTH RP -9001 I / OF PIPE FROM NEW SWING CHECK VALVE TO 90 �'. DEGREE BEND. TYPICAL PUMPS RP -9003 AND Or' . • 1 RP -9004 ...,F-(,'. - Or ' . - - 1 REUSE REHAB EXISTING G 3EUSE PUMP AND MOTOR PER r WATER REUSE ' o r !to ' �. A PUMP 5. SEE SHEET G2 FOR PIPING SCHEDULE w WATER RP -9003 g _ PUMP 4 :r^ : - CONTRACTOR TO SALVAGE EXISTING PUMP Loll, RP -9001 x :^ .",t F. e: _ _... - I CONTROL VALVE, PUMP STARTER AND PUMP MOTOR. CONTRACTOR TO RETURN SALVAGED ITEMS TO OWNER UPON COMPLETION OF r .64 PROJECT. TYPICAL OF PUMPS RP 9003 AND RP 9004. . RE -MOUNT REHABILITED PUMP ON STEEL BASE ' TO EXISTING CONCRETE PUMP BASE USING w - __ : S ' EXISTING CONCRETE BASE AND ANCHORS 011 10" RE(DI) PIPING AND CONNECTION TO 24" RE REUSE PUMP 90U REUSE PUMP 9003 GI NOT SHOWN. SEE SHEETS M1 AND M2. PURPOSE SCALE_ NONE SCALE: NONE OF PHOTO IS TO SHOW APPROXIMATE LOCATION OF TANK. CONTRACTOR TO COORDINATE FINAL TANK LOCATION WITH OWNER. DEMO EXISTING TIDEFLEX VALVE, REPLACE VALVE WITH SWING CHECK VALVE. INSTALL NEW 3" RE(DI) PIPE SPOOL FROM PUMP DISCHARGE TO NEW SWING CHECK VALVE. 141 REMOVE AND REPLACE EXISTING LFMC. E> SALVAG D MAGNA DR V T BE AGNA ,.,.,� ' . , RETURNED TO OWNER UPON COMPLETION OF i L` . , . ,_ , , , *.,,. %....,(....J,,ii;.4,:t"i;,:(%;. - :i : #i .. �_.. i I 19 . ,. / /// 1,r.� . 4 A.. r • REUSE - WATER % 1; r = PUMP " a RP -9004 ,R , '9 - y - • �£. L y, �h { - ! x (F) REUSE WATER Cr Lu l REUSE PUMP 90p4 f —�' ' 'x REUSE WATER TANK SCALE NONE ® HYDRO- PNEUMATIC . � 3 . TANK T -9002 n T -9001 o PUMP CONTROL VALVE DEMOLITION 4111 CN, SCALE: NONE HYDRO - PNEUMATIC TANK LOCATION 45) ID SCALE: NONE F1 0 0 N s L 'OFF E f J / o DEN: SELITJA CR6 DECEMBER 2010 — PROJ NAME: S TIT E: SHE b OF: 10 OWG *: f i DURHAM AWWTP MECHANICAL cif • • GON O1 DSH: DWCE: M3 FLOT 12/22/10 '9‘N° ." ° THIS BAR IS ONE INCH i1 C1 REUSE WATER PUMPING REUSE PUMP S T ATION °A M3 ?4v vla� CN CHK: TJAIPLVM cap FILE*:109101420M03.DWG WHEN DRAWING IS FULL Oar commitment SYSTEM IMPROVEMENTS SECTIONS AND DETAILS PLC*: NA w SCALE. N APED: PLVM scum: NONE PROJECT NO. 6479 CWS �� /Z ,- REV* DATE URN APPD DESCRIPTION 2 5541 SW Hihlsbaro Hwy Htisboro, Oregon 97123-9379 PROI *, 6479 L......,.,A.. 1.3/Z IZIWG FIELD EQUIPMENT ROUTING EQUIPMENT SOURCE (FILTER ELECTRICAL ROOM) EXISTING NEW CABLE TRAY CONDUITS AND CONDUITS EXISTING POWER CABLE TRAY , . , n ..- .......�,....�,. .......�. N - ,.,�,.., P - RP9001 2 - 1/2 "RMC I ? P- VFD9001 4 C- RP9001 C- VFD9001 P RP9001 �--- -� 2 ""` ""� k 1 6 OWNER SUPPLIED, CONTRACTOR y , IN I-I I. 1 R I INSTALLED VFD'S. MANUFACTURER INSTALLATION AND _..._ p �,�.......,,,,,,. m..,.:,- ,.m..,w...�,...4.....,«.wo VFD L___ _ I I II II INTERCONNECTING LOOP DRAWINGS _ i � - IS- VFD9001I 3/4" RMC WILL BE PROVIDED BY OWNER PRIOR RP- 9001DS - TO INSTALLATION. VFD STARTUP EXISTING SAFETY AND PROGRAMMING BY OWNER. DISCONNECT � -RP9001 - 1 --- g EXISTING 1" RMC a 1 I ( TYPICAL OF 3) RP- 9001 LCS REPLACE EXISTING WITH P- RP9003 3" RMC NEW 2" LFMC EXISTING P- VFD9003 1, C- RP9003 II C- VFD9003 RP-9001I C111 P- RP9001 CS EXISTING 2" R MC REUSE PUMP 1 yr 1 4OHP, 3550 RPM P- RP9001DS ° § IS- VFD9003I 3/4" RMC II vFD 9003 II EXISTING 2" LFMC I 1------( I REPLACE EXISTING WITH RP9003D ,. I • NEW 2" LFMC EXISTING 2" RMC LP- RP9003� - --, EXISTING 3" RMC w RP -9003 - .= a U i P- RP9004 3" RMC REUSE PUMP 3 Y ups i 1 P- VFD9004 75HP, 1780 RPM P- RP9003DS I " 9003 j C- RP9004 EXISTING SAFETY �-- -- a U C- VFD9004 EXISTING 2" LFMC LC- RP90t) 0 DISCONNECT 'g EXISTING 1" RMC — I z y�.>,a«�.....,. E _ X II VFD-90041 p_9oo�tCS I z ' a, S- VFD9004 3/4" RMC EXISTING W j 3 i I ggg REPLACE EXISTING WITH P- RP90046S g 4 P- VFD9001 2 -1/2" RMC NEW 2" LFMC /EXISTING 2" RMC P- RP90041 i I y�/ P- VFD9003 EXISTING 3" RMC V RCC EXISTING MCC AND VFD BREAKER. RP -9004 CI +► .m, (TYPICAL OF 2) REUSE RMC 1780 RPM 4 PM P- RP9004DS co 75HP, 17 RP �NG SAFETY I! 4 80 R "9 EXISTIFETY $ I EXISTING 2" LFMC DISCONNECT C-RP9b061 -- ^ 1P- VFD9004) ( / 2" v I # I VC Ccc- 9aoz EXISTING 1" RMC E. _ E I GVFD9001 ° RP- 9004LCSI q C- VFD8003 CO . € C- VFD9004 3" RMC O. EXISTING a CD 3 D EXISTING CONTROL PANEL AND k 1cP•sa - PLC I /O. INTERCONNECTING LOOP I DRAWINGS WILL BE PROVIDED BY ( OWNER PRIOR TO INSTALLATION. �. tr D 0 l ) S- VFD9001 3" RMC -- .._... V'i _ ...... ..L...... S- VFD9003 o EXISTING 'o CABLE TRAY NEW AND CONDUITS CONDUITS g PROfi a �`��e t N A % d .. it 5, 7735 / , " . N ow, RKI OHO DECEMBER2010 PROJ NAME: SHEET TITLE: SHEET: 7 OF: 10 DWG* DATE: DURHAM AWWTP ELECTRICAL OREGON ei MN, RKI DWG E1 PLOT 12/17/10 P y � ° THIS BAR IS ONE INCH L ,� REUSE WATER PUMPING RACEWAY BLO D ^TE° E c / K. H N CHK: CAD FILE � 109101420E01.DWG WHEN DRAWING IS FULL SYSTEM IMPROVEMENTS DIAGRAM PLC N A ' "� SCALE. Our commitment is clear" - ca APR): PAR SCALE NONE DESCRIPTION SW Hil PROJECT NO 6479 COG 6479 'EXPIRES: 06/30/11) REV x DATE oPN aPPO DESCPrry Hillsboro Hwy. Hillsboro, Oregon 97123 - 9379 PRO.' p ENGRATAMIdi _......_ ... f 1 ° ' 1 I I I f 1 <D� I � , - II - -� 1 —_ -- ,I _ . - S- VFD9001 — - - - - - 1 - 1 — - -- �---- -- a . t , r ` - j ( .`I VFD9004 n a ' l �O O ff_. __ =- - — C- VFD9001 - _.. _. _. _ =_._ _— - �P - 903a VFD9003 I 1 1 I GVFD9004 „„..,-"*.\\, G I i I ��'� "a � t r XFMR -9004 i SWGR 900 it _- - � � �_ R 9005 PVFD9001 - - � °I Y ... FD9003 -' ; . 1 {� _�� 1 [ . REUSE 01 DS 1 / / / °/ + Ra°9003 tiM 'RP- 9001LCSi P- VFD9003 P- VFD9001 IP- VFD9004I / / / / ( Ri 3001 C P9003 C -P9001 / - -VFD9003 GVFD900 S- VFD9001 C-VFD9001 / / / — — A $ E� I � � � 1 1 1 1 -' L . T — — / MC C - 900 — --- _ --- - ---�� .- y 1 I EXI ■ INC POWER / / , ,' // Is co F - -- - - ■ n -- T_� I SST¢NGS sLl �� J X IGNAL CA `V— / • n,,i' — a) � ...... r .� .-a_.. r r 90 ( r MCC - , ✓ S- VF D9004 f - t : : : § - P-P9004 � CRP -905 i /'„ - r , i O P- VFD900 ,AP-1054-1 ° AP -81D52 , 1 C FD9 / a/ ° VFD9004 CAP - 9051 I r EQUIPMENT PAD, SEE DETAIL 3/M2 • ° /" fr '�. _% /'� (00 VFD 8001 . ' I 4(0 VFD 9003 f o f II �/' 1 37°; ' _ 1.___ 1 .� , - . _ L1 � . _M n r_�__ VFD - gam : ' / REMOVE EXISTING CABLE SCHEDULE 1 1 : \ \ f' ,r, - �s CABLE FROM TO REF. NOTE # I NOTE 5 // / P- RP9001 MCC -9030 RP -9001 STARTER RP -9001 DS 1 b — ry P- RP9003 MCC -9030 RP -9003 STARTER RP -�03DS 1 +. ;"' r l / r P- RP9004 MCC -9031 RP -9004 STARTER RP -9004DS 1 .y P- RP9001 RP- 90010S RP -9001 2 r ' / P- RP9003 RP-90030S RP -9003 2 INSTALL NEW CABLE SCHEDULE --- ,; CABLE FROM TO (QUAN.) SIZE, TYPE - P- RP9004 RP- 9005 RP -9004 2 P- VFD9001 VFD -9001 MCC -9001, RP -9001 BREAKER (3) #6 / (1) #8 GROUND, TC /' / ,i C-RP9001 MCC -9030 RP -9001 01 STARTER RP- 9001LCS 3 P- VFD9003 VFD -9003 MCC -9001, RP -9003 BREAKER (3) #1 / (1) #6 GROUND, TC C-RP9003 MCC -9030 RP -9003 STARTER RP- 9003LCS 3 v �— —. —_ ° _ P- VFD9004 VFD -9004 MCC -9001, RP -9004 BREAKER (3) #1 / (1) #6 GROUND, TC r C- RP9004 MCC-9031 RP -9004 STARTER RP- 9004LCS 3 `., - _.___,. C- RP9001 MCC -9030 RP -9001 STARTER CP -9034 P- RP9001 VFD -9001 RP- 9001DS (3) #6 / (1) #8 GROUND, TC o P- RP9003 VFD -9003 RP- 9003DS (3) #1 / (1) #6 GROUND, TC CV C- RP9 MCC-9030 RP -9003 STARTER CP -9034 C- RP9004 MCC-9031 RP -9004 STARTER CP -9034 P -RP9004 VFD -9004 RP- 9004DS (3) #1 / (1) #6 GROUND, TO o P-RP9001DS RP-90010S RP -9001 (3) #6 / (1) #8 GROUND, TC S- RP9001 CP -9034 RP -9001 4 P- RP9003DS RP- 9003DS RP -9003 (3) #1 / (1) #6 GROUND, TC ro P- RP9004DS RP- 9004DS RP -9004 (3) #1 / (1) #6 GROUND, TC R NOTES: C- RP9001 VFD -9001 RP- 9001LCS (12) #14, TC O C- RP9003 VFD -9003 RP- 9003LCS (12) #14,TC D 1. REMOVE CONDUCTORS. LEAVE STARTER, CONDUITS AND DISCONNECT m I w C- RP9004 VFD -9004 RP- 9004LCS (12) #14,TC SWITCH IN PLACE. LABEL STARTER AND CONDUITS BETWEEN MCC AND CABLE TRAY AS SPARE. C- VFD9001 VFD -9001 CP -9034 (12) #14, TC C- VFD9003 VFD -9003 CP -9034 (12) #14, TC 1 2. REMOVE CONDUCTORS AND LFMC CONDUIT. C- VFD9004 VFD -9004 CP -9034 (12) #14, TC p S- VFD9001 VFD -9001 CP -9034 (2) #18, TSP 3. REMOVE CONDUCTORS. LEAVE CONDUITS AND LOCAL CONTROL STATION 0 o a a S- VFD9003 VFD -9003 CP -9034 (2) #18, TSP N (LCS) IN PLACE. LABEL CONDUITS BETWEEN MCC AND CABLE TRAY AS v 3/16 -0 SPARE. S- VFD9004 VFD -9004 CP -9034 (2) #18, TSP 0 0 4. REMOVE CONDUCTORS AND CONDUIT BETWEEN CABLE TRAY AND RP -9001 'o MOTOR. J . 5. RELOCATE EXISTING SURFACE MOUNTED OUTLET TO NEW LOCATION. d C ONFIRM NEW LOCATION WITH OWNER PRIOR TO MOVING. mac , �G x O ��s S / n' ORIG P ROJ NAME: SHE ET TITLE: SHEET: 8 OF: 10 DWGF w � 1 / r N oRN. RKI DATE DECEMBER 201 /'' INIMMIEM DURHAM AWWTP ELECTRICAL OREGON NA o DON: RKI CAD E2 THIS BAR IS ONE INCH nwa�er ervices RE USE WATER PUMPING REU PUMP STATION ^ E 12/17/10 EZ /%„4‘4Y Rp ` C4 CHK: CAD FILEM100101420E02 WHEN DRAWING IS FULL O commitment i> ctar. SYSTEM IMPROVEMENTS ELECTRICAL PLAN PLCPLC* SCALE. PROJECT NO. - �WS I 1 N • APPD: PAR SCALE, NONE 6479 EXPIRES: 06/30/11 REV # DATE DRN APED DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PROJ #: INSTRUMENT SYMBOL IDENTIFIERS FLOW PRIMARY ELEMENTS VALVES MISCELLANEOUS EQUIPMENT J -3 J -4,J -5 J -1: IDENTIFICATION LETTERS (SEE TABLE BELOW) J-4: FUNCTION BLOCK (SEE TABLE BELOW) ---i I I—F ORIFICE PLATE >1 GATE VALVE II FLANGE I J -1 J -2 J -2: LOOP NUMBER J -5: PANEL NUMBER 1>1 J-6 J -3: VENDOR DESIGNATOR (NOTE 3) J-6: HANDSWITCH DESIGNATOR (SEE BELOW) El SINGLE PORT PITOT GLOBE VALVE III UNION MIXER TUBE OR PITOT - VENTURI TUBE I PLUG VALVE {- Y STRAINER FIRST LETTER SUCCEEDING Lt I I ERS P VENTURI TUBE N CHECK VALVE Y ' I FLOW STRAIGHTENING VANE MEASURED OR READOUT OR OUTPUT I7N PINCH VALVE M INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION MODIFIER © ► AVERAGING PITOT TUBE I-=-1 TEE A ANALYSIS ALARM \/ DIAPHRAGM VALVE SCREWED CAP VERTICAL TURBINE PUMP B BURNER, COMBUSTION USER'S CHOICE USER'S CHOICE USERS /_ CHOICE FLUME C USER'S CHOICE CONTROL CLOSED he--.I BUTTERFLY VALVE D WELDED CAP L D DENSITY DIFFERENTIAL DAMPER ---.../ 11, WEIR 101 BALL VALVE E VOLTAGE SENSOR (PRIMARY ELEMENT) " t ' NEEDLE VALVE —I I BLIND FLANGE ��t� TURBINE OR PROPELLER -TYPE ��I+� SUBMERSIBLE PUMP F FLOW RATE RATIO (FRACTION) PRIMARY ELEMENT CD REDUCER G USERS CHOICE GLASS, VIEWING DEVICE (COCK) ► THERMAL MASS FLOWMETER --I>< HOSE BIBB CONNECTION H HAND HIGH HB O PUMP BLOWER I CURRENT (ELECTRICAL) INDICATE PRESSURE REDUCING REGULATING VALVE, POSITIVE DISPLACEMENT TYPE SELF - CONTAINED 11 EXPANSION JOINT J POWER SCAN FLOW TOTALIZING INDICATOR K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION FLEXIBLE COUPLING 41,1 PUMP L LEVEL LIGHT LOW I> - - VORTEX SENSOR BACK PRESSURE REGULATING VALVE, M MOISTURE MOMENTARY MIDDLE, INTERMEDIATE SELF- CONTAINED FLANGED COUPLING ADAPTER • TARGET TYPE SENSOR N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE PRESSURE REDUCING REGULATOR WITH SLUICE GATE OR SLIDE GATE Pi 0 USER'S CHOICE ORIFICE, RESTRICTION OPEN - EXTERNAL PRESSURE TAP METERING PUMP P PRESSURE, VACUUM POINT (TEST) CONNECTION -----1:1 ► FLOW NOZZLE R� DRAIN 0 QUANTITY INTEGRATE, TOTALIZE X 3 -WAY VALVE &El R RADIATION RECORD C a.— MAGNETIC FLOWMETER ® 4 -WAY VALVE I y DIAPHRAGM SEAL PUMP PROGRESSIVE CAVITY S SPEED, FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT SONIC FLOWMETER ® ANGLE VALVE RUPTURE DISK, PRESSURE U MULTI VARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION 1 6 ROTARY PUMP V VIBRATION, VALVE, DAMPER, ROTAMETER PRESSURE RELIEF VALVE ._T_. RUPTURE DISK, VACUUM MECHANICAL ANALYSIS OR LOUVER * EC = FAIL CLOSED LC = LOCKED CLOSED P 11 PURGE i��i W WEIGHT, FORCE WELL ROTAMETER WITH INTEGRAL VALVE * FO = FAIL OPEN LO = LOCKED OPEN O I t PERISTALTIC PUMP X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED Y EVENT, STATE, Y AXIS RELAY, COMPUTE, 0'1 CLOSED DURING NORMAL OPERATION THERMOMETER WELL PRESENCE CONVERT SHADING INDICATES PORT TO BE CLOSED DURING LINES NOTES: Z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, NORMAL OPERATION. DOT INDICATES PORT TO BE UNCLASSIFIED FINAL CLOSED DURING ALTERNATE OPERATION. = CALIBRATION CYLINDER 1. THIS ISA GENERALIZED LEGEND SHEET. CONTROL ELEMENT -----.► MAIN PROCESS SECONDARY PROCESS 2. SEE ALSO ISA 55.1, S5.3 AND 57.3. PRIMARY LOCATION AUXILIARY LOCATION NORMALLY VALVE OPERATORS GENERAL INSTRUMENT OR FIELD MOUNTED ACCESSIBLE ACCESSIBLE INACCESSIBLE OR REFERENCES LEAVING SHEET PULSATION DAMPER 3. INSTRUMENTS MARKED WITH AN ASTERISK FUNCTION SYMBOLS TO OPERATOR TO OPERATOR BEHIND THE PANEL ARE FURNISHED WITH THE EQUIPMENT. LINE CONTINUATION - D DIAPHRAGM -Fri CYLINDER OPERATOR DISCRETE TO DRAWING REFEREN 4. REFER TO ISA RP7.7 FOR INSTRUMENT AIR INSTRUMENTS EI:: e --® DIAPHRAGM C SOLENOID (�] QUALITY STANDARDS. .� / r REFERENCES ENTERING SHEET PRESSURE BALANCED Lf AIR RELIEF VALVE SHARED DISPLAY, SHARED CONTROL f - J - ....1 J FROM DRAWING REFERENCE O MOTOR SV SOLENOID VALVE f e o LINE CONTINUATION - — A RELEASE N FUNCTION 24" B I W ` PIPE SYSTEM TYPICAL CONNECTION LEVEL IR PROBE PROGRAMMABLE LOGIC CONTROL \/ �� PIPE SIZE IN INCHES 3 / ELECTRICAL SIGNAL _ r IN -LINE DEVICE J-4 FUNCTION BLOCK DESIGNATORS J -6 HANDSWITCH DESIGNATORS —o- -o- -o- -o- — SOFTWARE OR DATALINK — o HOA HAND - OFF -AUTO SS START-STOP o o CHEMICAL DIFFUSER � I �n� // // PNEUMATIC 0 I i SUMMING L_ ROOT EXTRACTION LOR LOCAL- OFF - REMOTE OC OPEN -CLOSE DIRECT CONNECTION TO PROCESS 0 o_ DIFFERENCE FP FIELD -PLC OCA OPEN - CLOSE -AUTO L L HYDRAULIC STATIC MIXER o C - SQ UARE ROOT .K• # 1 -0 ON -OFF AIM AUTO - MANUAL X y< CAPILLARY TUBE CD © INTEGRAL C EXPONENTIAL `1, ^L, ELECTROMAGNETIC OR SONIC (GUIDED) ES-] EDUCTOR /INJECTOR co 9F-4 INSTRUMENT HIGH SELECTING INSTRUMENT SERVICES TEMPERATURE ELEMENT WITH WELL D INTERLOCK. NUMBER.ISTHECROSS © MULTIPLYING ECHANICAL ELECTRICAL L SELECTING AS >- INSTRUMENT AIR SUPPLY (NOTE 4) O REFERENCE TO A SPECIFIC ELEMENTARY Cr 120 VAC ELECTRICAL SERVICE M _ I DIAGRAM OR TO A SPECIFIC CONTROL Q ES ›- i STRATEGY DESCRIBED IN THE SPECS .E PROF _ DI VIDING C BIAS (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) OR CONNECTED - - + -- RADIATION OR SONIC SENSING , 9 _4 7 4.0 NONLINEAR OR - O O I ® CONVERT: ® UNSPECIFIED FUNCTION PLC INPUT /OUTPUT I * FV FIT ER VE FH- PIA PHYDRANT W R GON N ( ` 2.'/�� Z; NOT V * E - VOLTAGE H - HYDRAULIC A D ISCRETE INPUT ANALOG INPUT Q WATER LINE ` S7 V � 3F I - CURRENT D - ELECTROMAGNETIC, SONIC __ - - o P - PNEUMATIC R - RESISTANCE (ELECT) I I I CONNECTED FILLED SYSTEM, DIAPHRAGM SEAL CONNECTION NOR I o A ANALOG D DIGITAL L GRAVITY FLOW ' ¢' t, mt.. le U ' B - BINARY V DISCRETE OUTPUT ANALOG OUTPUT VFD I VARIABLE FREQUENCY I I DRIVE Q PR v 0_ �,�`, �O1N * J> 77 a. O DRN: RKI TRIG DECEMBER 2010 PROD NAME: SHEET TITLE: SHEET 9 OF: 10 DWG #: �` �Q • N DATE DURHAM AWWTP P &ID OREGON `° ° DSN: RKI DWG #. 11 DATE' 12/17 �� ,) 5 ' THIS BAR IS ONE INCH _ a W REUSE WATER PUMPING PROCESS & INSTRUMENTATION I o'� y� CHK: CAD FILE R109101420I01.DWG WHEN DRAWING IS FULL SYSTEM IMPROVEMENTS SYMBOLS AND ABBREVIATIONS PLCX. NA y q RD K. `� G SCALE. Our commitment is cteu. CH PROJECT NO. 6479 0,,,/5 !EXPIRES: 06/30 /I1 i APPD: PAR SCALE: NONE REVS DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 PR0J 6479 6N : HMI PLC AND HMI PROGRAMMING SPEED SPEED START RUN FAULT REM SPEED SPEED START RUN FAULT REM SPEED SPEED START RUN FAULT REM PRESSURE FlO'Rt FREER PROVIDED BY OWNER. ��� © m m m�� © EN Es ©�� 1R , I CONTRACTOR IS NOT RESPONSIBLE 'tae - - - FOR PROGRAMMING. 62°w. Ea `Irk L OO4 I� ow. ,9oo3J ow. ,11 J` ME ` 9o9. `soo ow. L 990. ,11 1 ,990. , ^- 1, , ,1 0; Nom mi. PLC -01 (CP -9034) I 1 I 1 1 I 1 1 1 1 I I 1 1 1 1 I 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . . i I I I I I 1 I 1 1 1 1 I i 1 i 1 i I 1 I I I I I I I 1 1 I I 1 I I 1 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXISTING PLC I/o IN r10. m �, mmw.mm m m m, mamma m m m, Emmaus �'t EXISTING CONTROL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -- ! \1 PANEL (TYPICAL) 1 1 1 I 1 I I 1 I I I I 1 - I - 1 I - 1 1 - I - I 1 J I - L-L -O - - -J - 1 - - � L - -1 - - -1 -1 -- 1 ! 1 I I 1 I I I 1 I I VFD -9004 VFD -9003 VFD -9001 Aft ® ® OWNER SUPPLIED, CONTACTOR 9004 • r 9001 INSTALLED VFD'S. VFD STARTUP AND PROGRAMMING BY OWNER. 00 00 00 (TYPICAL OF 3) ® m 9 00 00 Ailk Aft 480V }-' I 490V > ( I 480V j 1 1 I I I 1 I I 1" I I I I PAtLj ; _ -v__.- — — M -.. _._._._____ _.__W_._______ _._..._. .____..___.__.__ _.___._ HF L.. _/ I I I 1 I i s EXISTING LOCAL CONTROL STATIONb 1/- (TYPICAL OF 3) < s Hs .; HS ', a. AO b ENE 1 :— :k I I 10" RE I 1 18 "x6" RED I I I I ___1,,,,4><3,_ I I 1 i (N) 24 "x8" TEE ELBOW I 5 "x10 "REDI I I ( al POPE ; I I 10 "x18" RED 24 "x12" TEE , RP -9004 ; I I 24" RE RED 1 10" R �,...._�. . E I 18" RE 4 ._,..� _._ _ .�. �_.�_.. _ __. � 0 �,.�... _ .;� e erg ._ _._._. _ ,..___. w_._. w._ _._ __._�__ ._.... __ ..._. �. _... .._ 18 RE 18 "x6' RED I 1 J TO I 18 "x24" RED I OFFSITE _ ° REUSE 5 "x10" RED 11 ' 18 "x10" CROSS \‘,3,)i,,,,,1‘, ��1 ' 1 RED s RED RP-9003 I 2'x4" RED ELBOW I '--11.0t',1,--'31's 6 RE ___12" RE _�_. w _ . T� REUSE SE j 12 RE �6 x10 RED ELBOW 3 "x6" RED rn RP -9001 w .o 1 o N o PI PI V 9002 9003 0 ;7, ► / I ' ►' 4 1.4 f __ _.. O W _ REUSE WETWELL co PI 10" BLIND I 1" DR 9001 FLANGE�,I CC a �� 4" RE \ \0 PROF I REUSE WATER ` "x10" TEE E WATER G 5 E ``", A F) REUSE ab`RTEf ;� D Y HYDRO - PNEUMATIC 10 "x4" RED HYDRO - PNEUMATIC ° I TANK TANK - EGON v TRENCH T -9001 ' T -9002 '-- q '',,, 2 , FP Fe 6'7 6)V VPN o DRAIN ° EXPIRES il17.. 9,.. a 6I40 124747 /17 2 .e , 177 / O DRN: RKI ORIG DECEMBER 2010 PROJ NAME: SHEET TITLE: SHEET 10 OR 10 DWG #: N DATE DURHAM AWWTP P &ID OREGON MiNiiiiiii `O DSN: RKI DWG #: 12 PLOT 12/17/10 �' �i gh .' ° THIS BAR IS ONE INCH gPaliw�I Services REUSE WATER PUMPING PROCESS & INSTRUMENTATION DATE 12 % ar fl ,, N CHK: CAD PILE #:109101420102.DWG WHEN DRAWING IS FULL SYSTEM IMPROVEMENTS REUSE PUMP STATION PLC #: NA tigso K. �` n — SCALE. Our commitment is clear. N APPD: PAR SCALE: NONE PROJECT NO 6479 O�yS 647 'EXPIRES: 06/30/111 . - REV # DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PROD #: ■