The URL can be used to link to this page

Specifications (2) 7 ILI7i4: S�zE N�-,`r ;14k 6- r mac, I � , • } .. �� .v..,...„-it- CONTRACT DOCUMENTS .�: >i+ <' � j Lliliftrill a •- - el - _ r •• • the ,' L I - - . !..r - Advan Il Durham C ¢ ., i. r . "a - _ , 441 1 n ' / W �._ 94L dill l_l_1 I i G LP JO • Wastewater - v -... a ' 'N. . ! 1 •'• ca: r ' / +o !fy. 't, VI Y ,,. �V � _ t 4 , f Treatment Facilit 1 _ ' a , j. . ,O . i s 5 � t Y _ - . , :i ,- I ,tti ,, r 't ' S 1 . ; . ,24 }' F f; p° s #1 * • ty ; r'� 4 { i / jam y r ' • ..............-.... _ Phase 5B1 Headworks Improvements r � � } ; 4 E �� .jlyt�y�y Y { II Project No. 6410 , ' . :i illib t 1* tea. ./...- I '`, -a y . ■I qy .� ` •' .. I` - 4 : .4k 4 � h . ;4 _ • r fF :'• •� . ,'� 'F~ L am , + i "�{ '__ .. 4 . +r • 1.'1, r'F , •• y 4. .,. • - a - • • , „. . "" i' ' ' � j r r .i T ;; r +.. •t�,�' •. %` F -4 A^ s ! . .• 4 W • 3; 47 4. 1 0 f • : � :Ili., , - 1 �. -_ L: �� =7n �. �t ue/. Nom- -. 'F f r � , 7. ,: '':�� , '• {^ 1 j a r ♦ t . ` _ _ _ 4 �. + i ..,y . x, . � A. 4 yam{ '- : w ` • ECIAL ' ON RE QUIRED r "'"' E � . g of Oreg • • L�t�ral Sic roe Lt.ttit4 - Cab 6.11TIVVIditer M fate ialty d 4 ; " • ❑ Bolts installed in Concrete I r -' ' �� ❑ Spe Moment - Resisting Co ncret e Frame / F , f' aY s 3 �� sing Steel Tendons - + � - ' 4, ❑ RelnfoV � i .. ,, G , ti ❑ Structur n s j ; � �� H i ghStrength Bolting i f i : I 0, "' q f C) �_ Y S ❑ Structural Masonry � (]�/' Reinforced Gypsum C oncrete = 4 ' ° 1 ` $ � 4.)74,1.,f• ' � i I . . _ , ., µ Insulating Concrete Fill 4- , '±q sa (,�� J r ❑ Spray A lied Fire - Resistive Materials ' 4 R _, :y �. a PP , ti- �" ♦BU P�201D -0031 e Drilled Piers and Caissons � I, e ❑ Pilings ; � • Fo informatio regarding this p contact: _, z ;_�� 1&3 75 SW f�5'/�V trtn�` come 503) 872 -4527 k `' �°"� ' # ❑ S pecial Grading, Excavation and Filling .� Y ; .,max emu ` % ❑ S of S st �. HIL ..--, � ' ; r / •4 ❑ O r ,,,....�.,_._ r, -, DURHAM ADVANCED WAS T E WAT E R Address shall be posted TREATMENT FACILITY and visible from street. PHASE 5B1 HEADWORK IMPROVEMENT PROJECT 6410 CLEAN WATER SERVICES N CL D UlY ATTACREDt CITY OF TIGARD • PECIFICATION BOOK Approved - T I GA R D OREGON XSTRUCTURAL ▪ GEOTECH REPORT pp CALLS Conditionally A roped [ I MISC DOCUMENTS See Letter to: Follow ( } Atta hed Permit Number. PH ; o/O ; 0_6M Address: if 375 w TS'"` A A PROJECT CONTRACT DOCUMENTS By: MAC/ Date: / >-go — ,Q LOCATION Approved plans shall be on job site. ASTO - IA I liiG'aisms ' VI gr ' saNVA Aim i a '" t' PORTUW I HOOD RIVER CITY OF TIGARD t '� . I. _ v PENDLETON R b 1 1 . TIGARD 1 THE DALLES ENTERPRISE A pproved [ ? �J TILLAMOOK 10 Q LA GRAND Conditionally Approl, ed [ ] �;;�„ Z See Letter to: Follow [ ]� � � : ' 41 0 EM Q Attached [ ] 1aR O N WPORT triii P ermit Number: brr : 2u /U -000, �, � • 4 41' o L � }. c PRINEVILLE Address: I6 7 S 50 $S It 4 ! - - , 1 ir �A C © 0 REDMOND (� j SISTER By: /A 01 Date 7` 3 �v ;� :� - W- I•_ :END Ili . . EUGEN VAL T ' 'rte DEFERRED 0 TIGAR. r • . r4.1_!. ` A �' — 0 BURN ,,,, - . l `�' . , ,., �, Fire Spri nkle[ � •;' • " Fire Alarm ell . ;; •; I RHAM ,,: cKfi r 81 $ Mechanical X. ROSEBURG OREGON PROJECT LOCATION . I KZ" ; - 4 + vy Plumbing ±... DURHAM FACILITY ■ • • ', �. i 16060 AND 16850 Electrical SW 85TH AVE "`° ` o t` wu �� /�� ` Truss Engineering ..� TIGARD, OR 97224 — 2 _ _ - Shop Drawings GOLD I ' z Other BEACH MEDFORD ' ^• _ 4 1...M. K TH FALLS LAKEVIEW CITY OF TIGARD ; U ALATI (� Approved [XI I!'1S1 f € . N Conditionally Approx ed [ ] N I If/i .' (ID VICINITY MAP See Letter to: Follow [ ] O LOCATION MAP Attached [ ] Permit Number: NVLc. a lb— AIM 3 -1 _ Address: 1 � 6 555rt} " By: XI to Date: GI-110.- 10 -- *- it il" 1 ,N: PMH ° � G FEB2010 PROJNAME: SHEET TIRE: SHEET :7 °F: 140 °WOR . . �� CLEAN WATER SERVICES GENERAL • ' to , IH: GVT DWG 001 -G-001 (�,,^ yy�_ FLO7 JUNE 2010 WHEN DRAWING IS FULL Oar ci Services DURHAM AWWTF 4( JEG CM FILE M Oar ,�q,,, claw °"'� 001 -G -001 r r� SCALE. NO DATE N APVR DESCRIPTION PHASE 5B1 LOCATION AND PICS: )000( • PD: LEC SCALE NONE eve DATE oHN ARM DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -937 HEADWORKS IMPROVEMENTS VICINITY MAP k �10 I A INDEX TO DRAWINGS HT NO. DWG NO. TITLE SHT NO. DWG NO. TITLE SHT NO. DWG NO. TITLE 01 - GENERAL 008 - TYPICAL WIRING DIAGRAMS 200 - HEADWORKS (CONTINUO 1 001 -G-001 LOCATION AND VICINITY MAP 59 008-1.600 WIRING DIAGRAM LEGEND 110 200 -H -1.31 LOWER LEVEL WEST PLAN 2 001.E -002 INDEX TO DRAWINGS 60 0084.601 TYPICAL WIRING DIAGRAM - DISCRETE LEVEL SWITCH WITH ISR 111 2004-I-132 LOWER LEVEL EAST PLAN 3 001 -G-003 ABBREVIATIONS SHEET 1 61 008-1-602 TYPICAL WIRING DIAGRAM - DISCRETE EXISTING OPEN/CLOSE GATES 112 200 -H -141 WEST PLAN 4 001 -G-004 ABBREVIATIONS SHEET 2 62 008 -14303 TYPICAL WIRING DIAGRAM DISCRETE WASHER COMPACTOR ISOLATION GATES 113 200 -H-142 EAST PLAN 5 001 -G-005 CIVIL LEGEND AND GENERAL NOTES 63 008 -1604 TYPICAL WIRING DIAGRAM - DISCRETE OPEN/CLOSE VALVES 114 200 -4301 SECTIONS 8 001 -G-006 INSTRUMENTATION AND CONTROL LEGEND SHEET 1 64 008 -I305 TYPICAL WRING DIAGRAM - DISCRETE GRIT CLASSIFIERS 115 200•H - 401 PARTIAL PLANS 7 001 -G•007 INSTRUMENTATION AND CONTROL LEGEND SHEET 2 65 008 -1-606 TYPICAL WIRING DIAGRAM - DISCRETE HOT WATER GENERATOR SYSTEM LCP 116 20044501 DETAILS AND SECTION B 001 -6.008 ARCHITECTURAL GENERAL LEGENDS 66 0084607 TYPICAL WIRING DIAGRAM - DISCRETE PEER PLC HARDWIRED I/O 117 200 -H-601 AIR FLOW SCHEMATICS 9 001 -G-009 ARCHITECTURAL CODE COMPLIANCE SUMMARY 67 0084608 TYPICAL WRING DIAGRAM - DISCRETE ODOR CONTROL FAN 118 200-H-602 EQUIPMENT SCHEDULES 10 001 -G-010 STRUCTURAL NOTES SHEET 1 68 008 -1.609 TYPICAL WIRING DIAGRAM - DISCRETE ENVIRONMENTAL SYSTEM GO /NO-GO STATIONS 119 200 -P -132 LOWER LEVEL EAST PLAN 11 001 - G - 011 STRUCTURAL NOTES SHEET 2 AND ABBREVIATIONS 69 0084610 TYPICAL WIRING DIAGRAM - DISCRETE NPW PUMP 120 200-P -141 WEST PLAN 12 001 -6-012 STRUCTURAL SPECIAL INSPECTIONS NOTES AND TABLES SHEET 1 70 00841611 TYPICAL WRING DIAGRAM - DISCRETE NON - POTABLE WATER STRAINER 121 200 -P -142 EAST PLAN 13 001 -G-013 STRUCTURAL SPECIAL INSPECTIONS TABLE SHEET 2 71 0084812 TYPICAL WIRING DIAGRAM - DISCRETE BAR SCREEN CONTROL PANELS 122 200- EP•131 LOWER LEVEL PROCESS /DEMOLITION PLAN 14 001 -G-014 STRUCTURAL SPECIAL INSPECTIONS TABLE SHEET 3 72 008 -1.613 TYPICAL WRING DIAGRAM DISCRETE WASHER/COMPACTOR CONTROL PANELS 123 200-EP -141 WEST PROCESS PLAN 15 001 -6.015 STRUCTURAL SPECIAL INSPECTIONS TABLE SHEET 4 73 0084614 TYPICAL WRING DIAGRAM - DISCRETE MAKEUP AR UNIT 124 200 -EP -142 EAST PROCESS PLAN 16 001 - 6 - 016 MECHANICAL LEGEND 74 0081 -615 TYPICAL WIRING DIAGRAM DISCRETE AIR CONDITIONING UNIT 125 200 - 141 WEST FACIUTY PLAN 17 001.6 -017 PIPE SCHEDULE 75 008 -1-701 TYPICAL WRING DIAGRAM - ANALOG SUBERSIBLE LEVEL INSTRUMENTS 128 200 -EF -142 EAST FACILITY PLAN 18 001 -G-018 HVACIPLUMBING LEGEND AND ABBREVIATIONS 76 008 -1702 TYPICAL WIRING DIAGRAM • ANALOG PRESSURE INSTRUMENTS 127 200E-401 GRIT BASIN MODIFICATIONS PLAN 19 001 -G -019 ELECTRICAL LEGEND SHEET 1 77 008 -1 -703 TYPICAL WRING DIAGRAM - ANALOG ULTRASONIC LEVEL 128 200-E-601 CABLE BLOCK DIAGRAMS 20 001 -6-020 ELECTRICAL LEGEND SHEET 2 AND CONDUIT /CONDUCTOR SCHEDULE 78 008 -1704 TYPICAL WRING DIAGRAM - ANALOG ELEL I ROMAGNETIC FLOW METER 129 200 -E-602 CABLE BLOCK DIAGRAMS 21 001 -G-021 PROCESS FLOW DIAGRAM 79 0084 TYPICAL WIRING DIAGRAM - ANALOG GAS DETECTION 130 200 -E-603 CABLE BLOCK DIAGRAMS 22 001 -6.022 LIQUID PROCESS SCHEMATIC SHEET 1 200 - HEADWORKS 571 - NON- POTABLE WATER 23 001 -G-023 LIQUID PROCESS SCHEMATIC SHEET 2 80 200-0-141 DEMOLITION WEST PLAN 131 571-M -141 PLAN AND SECTION 24 001 -G -024 DESIGN CRITERIA FLOWS AND LOADINGS 81 200 -0.142 DEMOLITION EAST PLAN 132 571 -M -301 SECTIONS AND DETALS 25 001 -G-025 DESIGN CRITERIA LIQUID PROCESS 82 200-A -141 FLOOR PLAN WEST 133 571 -M -501 DETAILS 26 001 -G-026 DESIGN CRITERIA SOLIDS PROCESS 83 200-A-151 ROOF PLAN 134 571 -EP -141 PROCESS PLAN 27 001.6.027 HYDRAULIC PROFILE 84 200 -A•201 EXTERIOR ELEVATIONS 135 571 -E-601 ONE -UNE DIAGRAM AND MCC ELEVATION 005 • SITE DEVELOPMENT 85 200 -A-301 SECTIONS 000 - ELECTRICAL 28 005 -0.100 OVERALL PLAN 86 200-5 -140 MAIN FLOOR PLAN 136 900 -E -601 OVERALL PARTIAL ONE -LINE DIAGRAM AND ELEVATIONS 29 005-CE -100 EROSION AND SEDIMENT CONTROL COVER SHEET 87 200•S -150 ROOF PLAN 137 900-E -602 HEADWORKS MCC ONE -LINE DIAGRAM 30 005-CE -101 EROSION AND SEDIMENT CONTROL PLAN 88 200.5 -201 PANEL ELEVATION 138 900 -E -603 HEADWORKS MCC ONE -LINE DIAGRAM 31 005 -CE -501 EROSION AND SEDIMENT CONTROL DETAILS 89 200 -5.202 PANEL ELEVATIONS 139 900 -E-604 LUMINAIRE SCHEDULE 32 005-CD -101 DEMOLITION PLAN 90 200 -S•203 PANEL ELEVATIONS 140 900-E -605 PANEL BOARD SCHEDULES 33 005 -CL -101 HEADWORKS LOCATION PLAN 91 200 -5301 SECTION 34 005 -CL -102 TEMPORARY CONSTRUCTION FENCING PLAN 92 200 -S-302 SECTIONS 35 005- CG-101 HEADWORKS GRADING AND DRAINAGE PLAN 93 200 -5 -303 SECTION 36 005-CG -501 SITE / GRADING DETAILS 94 200 -SM-401 PLATFORM PLANS AND SECTIONS 37 005-CY -101 HEADWORKS YARD PIPING PLAN 95 200- SM•402 PLATFORM SECTIONS AND DETAILS 38 005-CY -201 SANITARY SEWER PROFILE 96 200- SM-403 THROUGH PLAN AND SECTION 39 005-CY -501 YARD PIPING DETAILS 97 200- SM-404 ISOMETRIC FRAMING VIEWS AND DETAILS 40 005-E -100 OVERALL SITE PLAN 98 200SM -010 ENLARGED PLAN 41 005-E -101 OUTDOOR TRANSFORMER/SWITCHGEAR PLANS 99 200 -SM -0 ENLARGED PLAN, SECTIONS AND DETAILS 42 005-E -102 SITE CABLE BLOCK DIAGRAM, SECTIONS AND NOTES 100 200-5 -501 DETAILS 00S - INSTRUMENTATION AND CONTROL 101 200 -S -502 DETAILS 43 0084-001 BAR SCREEN P &ID 102 200-8-503 DETAILS 44 008 -1-002 HOT WATER GENERATION SYSTEM P &ID 103 200-S-504 DETAILS 45 008 -1-003 WASHER/COMPACTOR P &H7 104 200-M -141 WEST PLAN AND DETAIL 46 008 --004 GRIT CYCLONES AND CLASSIFIERS P &ID 105 200 -M-142 EAST PLAN AND DETAIL 47 0084W05 ODOR CONTROL P &ID 106 200-M -301 SECTION AND DETAILS 48 0084006 MAKEUP AIR AND GAS DETECTION P &ID 107 200 -M-302 SECTION 49 0081 -007 NON - POTABLE WATER P &I0 108 200 -M -303 SECTIONS 50 008 -W08 SCREENINGS CHANNEL OUTLET GATES P &ID 109 200 -M -304 SECTIONS AND DETAIL 51 0084100 HEADWORKS BUILDING CONTROL SYSTEM BLOCK DIAGRAM 52 0081401 DEMOLITION EASING CP-301 ELEVATION 53 008 --402 DEMOLITION EXISTING CP -301 COMPONENT UST 54 008 -1501 CONTROL PANEL LAYOUT CONCEPTS 55 0081 -502 TYPICAL TERMINAL BLOCK MARKING AND PANEL POWER 56 0084503 TYPICAL LOCAL CONTROL STATION LAYOUT CONCEPTS 57 0084-504 TYPICAL PLC V0 MODULE WIRING ANALOG 58 0084 -505 TYPICAL PLC 110 MODULE WIRING DISCRETE Ap} 3 r RN PMH wre: FEB 2010 PRa NAME SHEET TITLE G ENERAL SHEET °F ' 140 ° r ••,:, /, ■ ' SR PMH Dwor. 001 -G-002 CLEAN WATER SERVICES ROT JUNE 2010 i CH2MH I LL DURHAM AWWTF °"'� 001 -G -002 THIS BAR IS ONE INCH ('.�..t1(Jnir.� HK JEG cwFx.E - WHEN DRAWING IS FULL ��.S OO ar ♦ emait � q' s ober '� PHASE 5B1 INDEX TO DRAWINGS PLC x000( PPD (EC SCALE NONE SCALE. : : NO DATE DESCRIPTION c ws REV. DATE DPW APP] DESORPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS f EN A AMMETER, AMPERES, AWNINGS CDF CONTROLLED DENSITY FILL DDI DROP INLET FNSH FINISH AB ANCHOR BOLT, ABOVE CE CONSTRUCTION ENTRANCE DH DOUBLE HUNG FOB FLAT ON BOTTOM IC INTERRUPTING CAPACITY ABDN ABANDON CFM CUBIC FEET PER MINUTE DI DUCTILE IRON FOT FLAT ON TOP ID INDUCED DRAFT, INSIDE DIAMETER AC ACOUSTICAL, ACOUSTICAL CEILING CFS CUBIC FEET PER SECOND DIA DIAMETER FP FIELD PANEL IE INVERT ELEVATION AC ALTERNATING CURRENT DIAG DIAGONAL FPM FEET PER MINUTE I.F. INSIDE FACE AC ASPHALTIC CONCRETE CHEM CHEMICAL DIP-- DUCTILE IRON PIPE FR FORWARD REVERSE IG INSULATING, INSULATING GLASS ACFL ACCESS FLOORING CHKD CHECKERED DIR DIRECTION FRP FIBERGLASS REINFORCED PLASTIC IN INCH ACI AMERICAN CONCRETE INSTITUTE CI CAST IRON DISCH DISCHARGE FSHS FOLDING SHOWER SEAT INCAND INCANDESCENT ACMU ACOUSTICAL CONCRETE MASONRY CIP CAST IRON PIPE, CAST IN PLACE DN DOWN FT FOOT OR FEET INFL INFLUENT UNIT, ACOUSTICAL CMU INJS INJECTIONS CIP CULVERT INLET PROTECTION FTG FOOTING ACP ACOUSTICAL PANELS DO DISSOLVED OXYGEN INST INSTANTANEOUS CISP CAST IRON SOIL PIPE DOL DIRECT -ON -LINE FU FIXTURE UNIT ACST ACOUSTICAL CJ CONSTRUCTION JOINT FVNR FULL VOLTAGE NON - REVERSING INSTM INSTRUMENT, INSTRUMENTATION ACT ACOUSTICAL TILE CKT CIRCUIT DP, DPNL DISTRIBUTION PANEL FVR FULL VOLTAGE REVERSING INSUL INSULATION AD AREA DRAIN DR DOOR INVT INVERT CL CENTERLINE FWD FORWARD ADDL ADDITIONAL CLDI CEMENT LINED DUCTILE IRON DS DOWNSPOUT IP INLET PROTECTION, INSTRUMENTATION PANEL ADJ ADJACENT CLG CEILING DWG DRAWING IRRIG IRRIGATION ADW DRY WEATHER AVERAGE CLR CLEAR, CLEARANCE DWL DOWEL LTG INSULATED TEMPERED GLASS AFD ADJUSTABLE FREQUENCY DRIVE CLFS CONTROLLED LOW STRENGTH FILL DELTA ITX ISOLATION TRANSFORMER AFF ABOVE FINISHED FLOOR G, GND GROUND IU INTAKE UNIT AFG ABOVE FINISHED GRADE GA GAUGE AG ACOUSTICAL, ACOUSTICAL GLASS CMP CENTRAL MONITORING PANEL GAL GALLON IW IRRIGATION WELL AGGR AGGREGATE E EAST, EMPTY GALV GALVANIZED CMP CORRUGATED METAL PIPE GB GYPSUM BOARD AHR ANCHOR CMU CONCRETE MASONRY UNIT EA EACH, EXHAUST AIR GC GROOVED COUPLING AISC AMERICAN INSTITUTE OF CNTR COUNTER EB, EBCT EMPTY BED CONTACT TIME GCMU GLAZED CONCRETE STEEL CONSTRUCTION CO CLEANOUT, CARBON MONOXIDE ECC ECCENTRIC AJ ADJUSTABLE EE EMERGENCY EYEWASH MASONRY UNITS AL ALUMINUM EF EACH FACE, EXHAUST FAN GFA GROOVED FLANGE ADAPTER JALOUSIE ALKY ALKALINITY COL COLUMN, COLOR EFF EFFICIENCY, EFFICIENT GFI GROUND FAULT INTERRUPTER JA JAL-AWNING ALTN ALTERNATE EFL EFFLUENT GFR GROUND FAULT RELAY CONC CONCRETE JB JUNCTION BOX AM AUTO - MANUAL COND CONDENSATE EIFS EXTERIOR INSULATION AND FINISH SYSTEM GH GREENHOUSE JAN JANITOR AMRD ACOUSTICAL METAL ROOF DECKING CONDTN CONDITIONED EL ELEVATION GL GLASS JCT JUNCTION CONN CONNECTION ELB ELBOW JT JOINT ANDZ ANODIZE ELC ELECTRICAL LOAD CENTER GPD GALLONS PER DAY CONSTR CONSTRUCTION APPROX APPROXIMATE ELEC ELECTRIC, ELECTRICAL GPH GALLONS PER HOUR APVD APPROVED CONT CONTINUED, CONTINUOUS, CONTINUATION ENGR ENGINEER GPM GALLONS PER MINUTE ARCH ARCHITECTURAL CONTR CONTRACTOR EOP EDGE OF PAVEMENT GPS GLOBAL POSITION SYSTEM AR ANALOG RELAY COORD COORDINATE ESC EROSION AND SEDIMENT CONTROL GRTG GRATING AS AS SELECTED COP COPPER EP EXPLOSION PROOF, EDGE OF PAVING CP CENTER PIVOT GSB GYPSUM SOFFIT BOARD ATS AUTOMATIC TRANSFER SWITCH CP -X CONTROL PANEL NO. X EQL EQUAL GSP GALVANIZED STEEL PIPE AUTO AUTOMATIC EQL SP EQUALLY SPACED CPLG COUPLING KEY GROUP, KEY INTERLOCK AUX AUXILIARY EQPT EQUIPMENT GV GATE VALVE K CPRSR COMPRESSOR GVL GRAVEL KIP THOUSAND POUNDS AVG AVERAGE CPT CONTROL POWER TRANFORMER, CARPET ESC EROSION AND SEDIMENT CONTROL GWB GYPSUM WALLBOARD KIT KITCHEN AWW WET WEATHER AVERAGE CPVC CHLORINATED PVC ETM ELAPSED TIME METER GYP GYPSUM K -PL KICKPLATE AT CR CONTROL RELAY EVC END OF VERTICAL CURVE KSK KITCHEN SINK CRS COLD ROLLED STEEL EW EACH WAY KILOVOLTS KV B BELL CRS CONSTRUCTION ROAD STABILIZATION EWC ELECTRIC WATER COOLER KVA KILOVOLT AMPERES BAL BALANCE EXH EXHAUST KVAR KILOVOLT AMPERES REACTIVE BC BOTTOM OF CURB CT CERAMIC TILE EXP EXPANSION, EXPOSED KW KILOWATT BETW BETWEEN CT CURRENT TRANSFORMER EXP AB EXPANSION ANCHOR BOLT H HIGH, HORN OR HOWLER BF BLIND FLANGE, BOTTOM FACE CTC COMPUTER TERMINAL CABINET EXP JT EXPANSION JOINT H2S HYDROGEN SULFIDE BFV BUTTERFLY VALVE CTR CENTER EXST, EXIST EXISTING H.A.S. HEADED ANCHOR STUD HC HOLLOW CORE WOOD BL BASELINE CTRD CENTERED EXT EXTERIOR HCL HYDROCHLORIC ACID BFP BACKFLOW PREVENTER CTSK COUNTERSUNK HDNR HARDENER BLDG BUILDING CU CUBIC HDNS HARDNESS BLK BLOCK CU FT CUBIC FOOT °F DEGREE FAHRENHEIT HDR HEADER BM BEAM, BENCHMARK CU IN CUBIC INCH FA FOUL AIR HDW HARDWARE BO BOTTOM OF CUH COPPER TUBING, HARD DRAWN FB FLAT BAR HGL HYDRAULIC GRADE LINE B.O.B. BOTTOM OF BEAM CV CHECK VALVE F, FU FUSE CWR CABINET DOOR MOUNTED F, FX FIXED HK HOOK BOD BOTTOM OF DUCT WASTE RECEPTACLE FAP FIRE ALARM PANEL HGT HEIGHT BOP BOTTOM OF PIPE FC FLEXIBLE CONDUIT HH HANDHOLE CY, CU YD CUBIC YARD FCA FLANGED COUPLING ADAPTER BOT BOTTOM HID HIGH INTENSITY DISCHARGE CWS CLEAN WATER SERVICES FCL2 FREE CHLORINE RESIDUAL HK HOOK BRG BEARING FCO FLOOR CLEANOUT HM HOLLOW METAL BRK BRICK BRKR BREAKER D DEEP, DRAIN FCTY FACTORY HOA HAND - OFF -AUTO d PENNY NAIL SIZE FD FLOOR DRAIN HOR HAND - OFF - REMOTE BSP BLACK STEEL PIPE BV BALL VALVE, BLOCK VENT DA DUAL ACTION FDN FOUNDATION HORIZ HORIZONTAL BVC BEGINNING OF VERTICAL CURVE DAS DATA ACQUISTION SYSTEM FDR FEEDER HP HORSEPOWER BW BOTTOM OF WALL FEXT FIRE EXTINGUISHER HPT HIGH POINT DBA DEFORMED BAR ANCHOR FF FINISHED FLOOR HPU HYDRAULIC POWER UNIT C CONDUIT, CASEMENT DBL DOUBLE FG FINISH GRADE, FLOAT GLASS HR HOSE RACK, HANDRAIL NOTES: DC DIRECT CURRENT FH FLAT HEAD °C DEGREE CELSIUS FHY FIRE HYDRANT 1. THIS IS A STANDARD SHEET, THEREFORE C TO C CENTER TO CENTER HV HOSE VALVE SOME ABBREVIATIONS MAY APPEAR ON THIS CAB CABINET DEG DEGREE FIG FIGURE HVAC HEATING, VENTILATING AND SHEET AND NOT BE USED ON THE PROJECT. CB CATCH BASIN, CIRCUIT BREAKER DET DETAIL FL FLOW LINE AIR CONDITIONING CC CENTER OF CIRCLE DF DOUGLAS FIR, DRINKING FOUNTAIN FLG FLANGE HWL HIGH WATER LEVEL 2. CONTACT ENGINEER FOR ABBREVIATIONS USED CC CONTROL CABLE FL FLOOR BUT NOT SHOWN ON THIS DRAWING. CCP CENTRAL CONTROL PANEL FLEX FLEXIBLE 3. FOR ADDITIONAL ABBREVIATIONS, SEE THE FOLLOWING DRAWINGS: FLH CCS CENTRAL CONTROL SYSTEM FLTR FILTEAD INSTRUMENTATION AND CONTROL 001 -G -006, 001 -G -007 ER PLUMBING AND HVAC 001 -G -017 FLUOR FLUORESCENT ELECTRICAL 001 -G -018, 001- G-019, 001 -G -020 ' 42N: PMH : FEB 2010 oA PROJ NAME: SHEET TITLE: SHEET: °F. 140 DWG #: >40' , G ENERAL .,, - ',A-•,..1 +, 4 7., AN: PMH DWG F: 001 -G -003 CLEAN WATER SERVICES PLOT .1� . � THIS BAR IS ONE INCH CleariWaterServices w ` DU RHAM AWWTF DATE ,,' WHEN DRAWING IS FULL NO DATE N APVR DESCRIPTION O �� H I LL JUNE 2010 001 -G -003 1-0c: JEG CAD FILER PHASE 5B1 ABBR E VIATIONS PLC 0: XXXX i: SCALE. Out ��/ I# cleat Pea LEC SCALE: NONE DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS SHEET 1 Ro 0410 ENGF L ANGLE, LENGTH NG NATURAL GAS PLYWD PLYWOOD S I -BEAM TL TEFLON LINED PIPE LA LIGHTNING ARRESTER NGVD NATIONAL GEODETIC VERTICAL DATUM PNL PANEL S SLOPE, SOUTH, SWITCH T.O. TIME TO OPEN, TOP OF LAB LABORATORY MC NOT IN CONTRACT PP POWER POLE SA SUPPLY AIR TOAE TIME OPEN AFTER ENERGIZATION LAM LAMINATE N.O. NORMALLY OPEN P -P PUSH -PULL SATC SUSPENDED ACCUSTICAL TILE CEILING TOC TOP OF CONCRETE LAT LATITUDE NO., # NUMBER PPL POLYPROPYLENE LINED SB SEDIMENT BASIN TOC TOP OF CURB LB POUND NOM NOMINAL PR PAIR SC SHOWER CURTAIN, SOLID CORE WOOD TOD TIME ON DELAY, TOP OF DUCT LC LIGHTING CONTACTOR NP NON- PROTECTED PRC POINT OF REVERSE CURVE SCC SOLID CORE TOTAL OXYGEN DEMAND LD COMBINATION LOUVER/DAMPER NPT NATIONAL PIPE THREADS PRCST PRECAST SCFM STANDARD CUBIC FEED PER MINUTE TOF TOP OF FOOTING LDG LOADING DOCK NPW - NON - POTABLE WATER PREFAB PREFABRICATION SCHED SCHEDULE TOG TOP OF GROUT, TOP OF GRATE LEL LOWER EXPLOSIVE LIMIT NS NON - SHRINK PRES PRESSURE LF LINEAR FEET NTS NOT TO SCALE PRI PRIMARY SD STORM DRAIN T.O.P. TOP OF PARAPET TOS TOP OF SLAB LG LONG PRM PERMANENT REFERENCED MARKER SDP SUB- DISTRIBUTION PANEL TOW TOP OF WALL LH LEFT HAND PROJ PROJECTION SDP SUB - DISTRIBUTION PANEL TP TURNING POINT LHR LEFT HAND REVERSE O OXYGEN PROP PROPERTY SDWK SIDEWALK TR TRANSOM, TRUSS LLH LONG LEG HORIZONTAL 0 TO 0 OUT TO OUT PS PLASTIC SHEET, POLYCARBONATE SHEET SEC SECONDARY TRANS TRANSFORMER, TRANSITION LLV LONG LEG VERTICAL OA OVERALL, ODOROUS AIR PS PAINT SYSTEM SECT SECTION TRANSV TRANSVERSE LNTL LINTEL OC ON CENTER PSF POUNDS PER SQUARE FOOT SED SEDIMENTATION TRD TREAD LONG LONGITUDINAL OC OPEN -CLOSE (0) PSI POUNDS PER SQUARE INCH SEW SEWAGE TS TEMPORARY SEEDING, TUBE STEEL LOS LOCK -OUT STOP PUSHBUTTON OCA OPEN - CLOSE -AUTO PSIG POUNDS PER SQUARE INCH, GAUGE SG LAMINATED SAFETY GLASS, SAFETY TSHT THRESHOLD LP LIGHT POLE, LIGHTING PANEL OCR OPEN- CLOSE - REMOTE PT POINT OF TANGENCY SGWB SUSPENDED GYPSUM WALL BOARD TSS TOTAL SUSPENSION SOLIDS LPT LOW POINT OD OUTSIDE DIAMETER, OVERFLOW DRAIN PT POTENTIAL TRANSFORMER SH SHEET TST TOP OF STEEL LR LATCHING RELAY O.F. OUTSIDE FACE PT PRESSURE TREATED SHA SURFACE HARDENING AGENT TTC TELEPHONE TERMINAL CABINET LR LOCAL- REMOTE OFCI OWNER FURNISHED, CONTRACTOR INSTALLED PTD PAPER TOWEL DISPENSER SHS SOLIDS HANDLING SYSTEM TTD TOILET TISSUE DISPENSER LR LONG RADIUS OFOI OWNER FURNISHED, OWNER INSTALLED PTN PARTITION SIM SIMILAR TU -X TREATMENT UNIT NO X LS LABORATORY SINK OG OBSCURE PV PLUG VALVE SK SINK TURB TURBIDITY LT LEFT OL OVERLOAD RELAY PVC POLYVINYL CHLORIDE SLR SEALER TW TOP OF WALL LTG, LTS LIGHTS OR LIGHTING 00 ON -OFF PVI POINT OF VERTICAL INTERSECTION SMLS SEAMLESS EPDXY TVyp TRANSLUCENT WALL PANEL LTX LIGHTING TRANSFORMER 0OA ON- OFF -AUTO PVMT PAVEMENT SOI SPRAY- ON INSULATION TRANSFORMER TX LWL LOW WATER LEVEL OOR ON- OFF - REMOTE PVT POINT OF VERTICAL TANGENCY SOLN SOLUTION TYP TYPICAL SP SPACE OR SPACES, MA MANUAL -AUTO OP OPAQUE PANEL, OUTLET PROTECTION SPANDREL PANEL, STORMPROOF UON UNLESS OTHERWISE NOTED MAS MASONRY OPER OPERATOR SPEC, SPECS SPECIFICATIONS MATL MATERIAL QAA AVERAGE FLOW UNO UNLESS NOTED OTHERWISE OPNG OPENING SPD SUMP PUMP DISCHARGE UPS UNINTERRUPTIBLE POWER SUPPLY MAX MAXIMUM OS OPPOSITE SPG SPACING QMM MAXIMUM 30 DAY FLOW USB UNIT SUBSTATION MB MACHINE BOLT OSA OUTSIDE AIR QPI PEAK INSTANTANEOUS FLOW SPLY SUPPLY UVR UNDER VOLTAGE RELAY MC MASONRY CLEARANCE OSC OPEN - STOP -CLOSE QPP PEAK PUMPING FLOW SQ SQUARE MC MODULATE -CLOSE OSD OPEN SITE DRAIN QT QUARRY TILE SQ FT SQUARE FOOT, FEET V VENT, VALVE MCC MOTOR CONTROL CENTER OWSJ OPEN WEB STEEL JOIST SQ IN SQUARE INCH V VOLTMETER, VOLTS MDO MEDIUM DENSITY OVERLAY OZ OUNCE SR SHORT RADIUS VB VAPOR BARRIER (RETARDER) MECH MECHANICAL R RISER SS START -STOP VC VERTICAL CURVE R OR RAD RADIUS SST STAINLESS STEEL VCP VITRIFIED CLAY PIPE MFD MANUFACTURED RA RETURN AIR SSC SUPERVISORY SET POINT CONTROL VCT VINYL COMPOSITION TILE MFR MANUFACTURER RC REINFORCED CONCRETE ST STRAIGHT VEL VELOCITY MGD MILLION GALLONS PER DAY p PROJECTED RCP REINFORCED CONCRETE PIPE STA STATUS, STATION VERT VERTICAL MH MANHOLE, MOUNTING HEIGHT P PILASTER, PIPE RCPT RECEPTACLE STD STANDARD VHC VOLATILE HYDROCARBONS MIN MINUMUM PAVT PAVER TILE STIF STIFFENER VIB VIBRATION PB PUSHBUTTON SWITCH RD ROAD, ROOF DRAIN STIRR STIRRUP VIF VERIFY IN FIELD MISC MISCELLANEOUS RDCR REDUCER STL STEEL VIN VINYL MJ MECHANICAL JOINT RDW REDWOOD STRL STRUCTUAL VINT, VT VINYL TILE MLO MAIN LUGS ONLY PC POINT OF CURVE, PHOTOCELL PC PRECAST CONCRETE PANEL RECIR RECIRCULATION STRUCT STRUCTURE VP VERTICAL PIVOTED MMDW DRY WEATHER MAXIMUM MONTH REF REFER OR REFERENCE SUBFL SUBFLOOR VPS VENEER PLASTER SYSTEM MMP MECHANICAL MOUNTING PANEL PCCP PRECAST CONCRETE CYLINDER PIPE SUSP SUSPENDED VPC POINT OF VERTICAL CURVATURE MMWW SV SOLENOID VALVE WET WEATHER MAXIMUM MONTH REFR REFRIGERATE, REFRIGERANT VPI POINT OF VERTICAL INTERSECTION MO MANUAL OPERABLE, MASONRY OPENING PCV PRESSURE CONTROL VALVE SVIN SHEET VINYL vpt POINT OF VERTICAL TANGENT REINF REINFORCED, REINFORCING, REINFORCE PE PLAIN END SWBD SWITCHBOARD MP METAL PANEL READ REQUIRED VS VERTICAL SLIDE PED PEDESTAL, PEDESTRIAN SWGR SWITCHGEAR MPU MULTIPURPOSE UNIT RESIL RESILIENT VTR VENT THRU ROOF MS MANUFACTURER'S STANDARD PEP POLYETHYLENE PIPE SYMM SYMMETRICAL VC VINYL WALL COVERING PEN. PENETRATION RFS ROLL -UP FIRE SHUTTER VV VC MANUFACTURER SUPPLIED CABLE RG REFLECTIVE W WEST PFC POUNDS PER CUBIC FOOT RH RIGHT HAND T THERMOSTAT, TREAD W/ WITH MSR GROUPED MOTOR CONTROL PENTHOUSE PH T &B TOP AND BOTTOM MT MOUNT RH pH HYDROGEN ION CONCENTRATION T &G TONGUE AND GROOVE WG WIRE, WIRE GLASS RODHOLE WEASTRIP WEATHERSTRIP MTD MOUNTED RHR RIGHT HAND REVERSE WH WATTHOUR METER MTG MOUNTING PH PHASE TA TRANSFER AIR RL RAIN LEADER PI POINT OF INTERSECTION RLS RUBBER LINED STEEL TAN TANGENT WHO WATTHOUR DEMAND METER PIT PILOT TUBE TEST STATION TB TERMINAL BOARD MTS MANUAL TRANSFER SWITCH RM ROOM WP WATERPROOF, WEATHERPROOF, WORKPOINT MTS MILL TYPE STEEL PIPE PJF PREMOULDED JOINT FILLER RO ROUGH OPENING TBG TUBING WR WASTE RECEPTACLE PL PLATE (STEEL) TC TIME TO CLOSE MU MULCHING ROL RAISE- OFF -LOWER WRB WATER RESISTANT GWB PL PROPERTY LINE TC TOP OF CURB WS WATER SURFACE, WATERSTOP, WELDED STEEL MV MERCURY VAPOR RPM REVOLUTIONS PER MINUTE PLAM PLASTIC LAMINATE TC TURBIDITY CURTAIN VyWF WELDED WIRE FABRIC MWS MAXIMUM WATER SURFACE RR RIPRAP PLAS PLASTER, PLASTIC TCAD TIME CLOSE AFTER DE- ENERGIATION WWPH WET WEATHER PEAK HOUR PLC PROGRAMMABLE LOGIC CONTROLLER RRUB RADIAL RUBBER TCAE TIME CLOSE AFTER ENERGIZATION N NORTH, NEUTRAL RS RIGID STEEL TDH TOTAL DYNAMIC HEAD NA NOT APPLICABLE RST REINFORCING STEEL TDR TIME DELAY RELAY NOTES: NC NORMALLY CLOSED RT RIGHT TECH TECHNICAL 1. THIS IS A STANDARD SHEET, THEREFORE NEUT NEUTRAL RTN RETURN TEL TELEPHONE SOME ABBREVIATIONS MAY APPEAR ON THIS NA NON - AUTOMATIC RTO REGENERATIVE THERMAL OXIDIZER TEMP TEMPORARY, TEMPERATURE SHEET AND NOT BE USED ON THE PROJECT. RUB RUBBER TF TOP FACE 2. CONTACT ENGINEER FOR ABBREVIATIONS USED RUBC RUBBER CUSHIONED FLOORING TFG TEMPERED FLOAT GLASS BUT NOT SHOWN ON THIS DRAWING. RUBS RUBBER ESD CONTROL FLOORING TG TEMPERED RAN RIGHT OF WAY TH TOP - HINGED 3. FOR ADDITIONAL ABBREVIATIONS, SEE THE FOLLOWING DRAWINGS: THD THREAD INSTRUMENTATION AND CONTROL 001 -G -006, 001 -G -007 THK THICKNESS PLUMBING AND HVAC 001 -G -017 THRU THROUGH ELECTRICAL 001 -G -018, 001 -G -019, 001 -G -020 TJB TERMINAL JUNCTION BOX p 3 RN: PMH pA FEB 2010 PROJ NAME: SHEET TITLE: SHEET: OF: 140 DWG#: *', CLEAN WATER SERVICES GENERAL SN: PMH DWG E 001 -G -004 � y _ PLAT JUNE 2010 .. THIS BAR IS ONE INCH !'#1___[I � ____ DA WHEN DRAWING IS FULL ��1ICCddllll�'�d1Gi Se V1l.Ll CH21111H I LL DURHAM AWWTF 001 -G -004 HK JEG CADFILEk SCALE. NO DATE N APVR DESCRIPTION Our commitneet is clam PHASE 5B1 ABBREVIATIONS ,c#: XXXX — PPD: LEC SCALE: NONE HEADWORKS IMPROVEMENTS SHEET 2 REV # DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PROJ x . 6410 ENGF GENERAL SITE NOTES: CIVIL LEGEND YARD PIPING LEGEND 1. SOURCE OF TOPOGRAPHY SHOWN ON THE CIVIL PLANS ARE BASE MAPS PROVIDED BY WEST LAKE CONSULTANTS, INC. EXISTING THIS CONTRACT EXISTING THIS NOMINAL PIPE DIAMETER ADDITIONAL MAPPING HAS BEEN ADDED FROM AS -BUILT DATA FROM CLEAN WATER SERVICES. EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY } r SPOT ELEVATION ` 0 158.5 PIPE USE IDENTIFICATION EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION. t •••*"......"...... /Ss ti` CONTOUR LINE f 2. EXISTING TOPOGRAPHY, STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND /OR LIGHT - LINED. � 8" f PIPING < 30" DIAMETER NEW FINISH GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY- LINED. DRAINAGEWAY OR DITCH ? """"' "'""'" f — ' PIPING? 30" DIAMETER 3. HORIZONTAL DATUM: OREGON STATE PLANE, NAD 83, SEE DWG 005 -C -100 FOR BENCHMARKS. 4. VERTICAL DATUM: NGVD 29. OR CATCH BASIN OR INLET - ...�.......,:.y..._,...a.._ EXISTING PIPE TO BE ABANDONED 5. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE _- .a,- OR • SIGN EXISTING PIPE TO BE REMOVED DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE. 0 Q OR Qs MANHOLE - --- -°-- —mil GATE VALVE AND VALVE BOX 7. COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE OF CURB OR o POST OR GUARD POST -- --) { -- —I \ I— BUTTERFLY VALVE AND VALVE BOX EDGE OF PAVEMENT. 8. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND ' GUY ANCHOR f — lei — PLUG VALVE AND VALVE BOX ON -SITE STORAGE OF MATERIALS. -- +— FIRE HYDRANT ---- ----- -- - --- -i CAP OR PLUG 9. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES. .q • UTILITY POLE — - p .p CLEANOUT 10. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN. 1 11. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN. LIGHT POLE FIRE HYDRANT 12. ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL RECEIVE TOPSOIL AND BE GRADED TO 2" BELOW ° BM BENCH MARK ADJACENT HARDSCAPE ELEVATIONS. 0 SURVEY CONTROL POINT OR 13. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING POINT OF INTERSECTION CONSTRUCTION. y � �++'�� O * 0 TREE --- --- - -- ---- -- - - - - PROPERTY LINE GENERAL YARD PIPING AND UTILITIES NOTES: - . ---- , --- — CENTER LINE, BUILDING, ROAD, ETC. - STAGING OR WORK AREA LIMITS 1. EXISTING UNDERGROUND UTILITIES OBTAINED FROM AS- BUILTS AND FROM FIELD SURVEY. CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION. )0000000( OR -,‘., OR DEMOLITION PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. CCC //. 2. EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND /OR LIGHT - LINED. > OR i _ I I OR O STRUCTURE, BUILDING OR FACILITY NEW PIPING AND EQUIPMENT ARE SHOWN HEAVY - LINED. 3. UNLESS OTHERWISE SHOWN ALL PIPING SHALL HAVE A MINIMUM OF 3' COVER. / / /// ASPHALT CONCRETE PAVEMENT 4. ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS SHOWN. / / . 5. FOR TRENCHING AND BACKFILL, SEE ( 2310 ) . CONCRETE PAVEMENT 6. FOR SURFACE RESTORATION, SEE ( 2320 ) . J' J J / / /// CURB 7. MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT CROSSINGS SHALL BE 3 ". x I CONTROLLED LOW STRENGTH MATERIAL SUPPORT IS REQUIRED AS SHOWN ON ®. CURB AND GUTTER / / /// x - -- x —��X SINGLE SWING GATE • x x - - - -- x—,, DOUBLE SWING GATE x SLIDING GATE _...._ ........ ....._..._........- ..._.._..... x x CHAIN LINK FENCE FENCE WITH MOW STRIP -- MOW STRIP - - WORK LIMITS • GENERAL NOTE: 1. THIS IS A STANDARD LEGEND SHEET. THEREFORE, NOT ALL OF THE INFORMATION SHOWN MAY BE USED ON THIS PROJECT. RN: ARH onE FEB 2010 7 ,. PROJ NAME: SHEET TITLE: SHEET: S OF: 140 DWG* ..:� ]SN: JAB DWG*: 001 -G -005 C�Ifrd11 .7I:IVlr DURHAM A CLEAN WATER SERVICES GENERAL PLOT JUNE 2010 •'g .`� THIS BAR IS ONE INCH D UWWTF DATE: �,, #t :NR: WBW CAD FILE ft, WHEN DRAWING IS FULL CH2MHILL P HASE 5B1 - OO1 -G -OO5 L -- � SCALE. Oar eoamitimt i. clots CIVIL LEGEND PLC* XXXX ! m a: . NO DATE N APVR DESCRIPTION A GENERAL NOTES DW NPO: LEC SCALE NONE REV# DATE DRN APPD DESCRIPTIO 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 - 9379 HEADWORKS IMPROVEMENTS 6410 I PRO #. INSTRUMENT IDENTIFICATION LINE LEGEND ABBREVIATIONS & LETTER SYMBOLS EXAMPLE SYMBOLS INSTRUMENT IDENTIFICATION LETTERS TABLE AC ALTERNATING CURRENT PROCESS (CLOSED CONDUIT, BUILDING OR AM AUTO - MANUAL UNIT PROCESS NUMBER DASHED LINE INDICATES FACILITY BOUNDARY CAM COMPUTER - AUTO - MANUAL FIRST - LETTER SUCCEEDING - LETTERS ALTERNATE FLOW STREAM) CCS CENTRAL CONTROL SYSTEM FIRST LETTER(S) PROCESS OR READOUT OR II _ _ _ PACKAGE SYSTEM CL etc. CHLORINE (TYPICAL: USE STANDARD CHEMICAL ELEMENT ABBREVIATION) INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER PROCESS (OPEN CHANNEL) EQUIPMENT 2 ) CM COMPUTER- MANUAL SUCCEEDING LETTER(S) A ANALYSIS ( +) ALARM COD CHEMICAL OXYGEN DEMAND CLARIFYING ABBREVIATIONS B BURNER, COMBUSTION USER'S CHOICE(') USER'S CHOICE(') USER'S CHOICE(') ANALOG SIGNAL PARALLELING LINES CP -X CONTROL PANEL NO. X C USER'S CHOICE(') CONTROL (4 TO 20 mAdc, ETC.) DC DIRECT CURRENT BB D DENSITY (S.G) DIFFERENTIA— DCS DISTRIBUTED CONTROL SYSTEM E VOLTAGE PRIMARY ELEMENT, SENSC R r DISCRETE SIGNAL (2) 3(2) DCU DISTRIBUTED CONTROL UNIT LLUUS F FLOW RATE RATIO (ON /OFF, ETC.) DO DISSOLVED OXYGEN I (FRACTION) (A) (g) (A) FCL 2 FREE CHLORINE RESIDUAL G USER'S CHOICE(') GLASS, GAUGE GATE r r PNEUMATIC SIGNAL FOS FAST -OFF -SLOW SET LETTER (USED WHEN THERE VIEWING DEVICE () TOTAL OF 2 SIGNALS FOSA FAST -OFF- SLOW -AUTO ARE MULTIPLE DEVICES WITH THE H HAND (MANUAL) HIGH (B) 3 TYPICAL SETS OF FOSR FAST - OFF - SLOW- REMOTE SAME UNIT NUMBER) X X X FILLED SYSTEM SIGNAL 2 SIGNALS EACH. FP -W -X FIELD PANEL NO WX (W = UNIT PROCESS NUMBER X = PANEL NUMBER) CURRENT (ELECTRICAL) INDICATE TOTAL OF 6 SIGNALS. UNIT NUMBER J POWER SCAN FR FORWARD - REVERSE K TIME, TIME SCHEDULE TIME RATE CONTROL STATION L L L HYDRAULIC SYSTEM SIGNAL i T HOA HAND - OFF -AUTO OF CHANGE . J CONNECTING LINES !SR INTRINSICALLY SAFE RELAY L LEVEL LIGHT (PILOT) LOW LOOP NUMBER M MOTION MOMENTARY MIDDLE, ° ° DATA LINK LEL LOWER EXPLOSIVE LIMIT INTERMEDIATE LOS LOCKOUT STOP N TORQUE USER'S CHOICE(') USER'S CHOICE(') USER'S CHOICE(') ' LR LOCAL- REMOTE ORIF RESTRICTION I MA MANUAL -AUTO 0 USER'S CHOICE(*) — — NON - CONNECTING MC MODULATE -CLOSE P PRESSURE, VACUUM POINT (TEST) LINES DIGITAL SYSTEM INTERFACES CONNECTION I MCC -X MOTOR CONTROL CENTER NO. X Q QUANTITY INTEGRATE, MSC MANUFACTURER SUPPLIED CABLE A ANALOG INPUT WHERE X= TOTALIZE OC OPEN -CLOSE (D) A = ALARM H = MAINTAINED R RADIATION RECORD OR PRINT INTERFACE SYMBOLS OPEN-CLOSE-REMOTE V ANALOG OUTPUT S SPEED, FREQUENCY SAFETY SWITCH OCA OPEN- CLOSE -AUTO M = MOMENTARY 00 ON -OFF A x DISCRETE INPUT T TEMPERATURE TRANSMIT OOA ON- OFF -AUTO S = STATUS U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION OOR V x DISCRETE OUTPUT V VIBRATION, MECHANICAL VALVE, DAMPER, ORP OXIDATION REDUCTION POTENTIAL ANALYSIS LOUVER f S ISM F ® D > OSC OPEN - STOP -CLOSE GENERAL INSTRUMENT W WEIGHT, FORCE WELL pH HYDROGEN ION CONCENTRATION OR FUNCTIONAL SYMBOLS X UNCLASSIFIED ( +) XAXIS UNCLASSIFIED ( +) UNCLASSIFIED ( +) UNCLASSIFIED (-) PLC PROGRAMMABLE LOGIC CONTROLLER Y EVENT, STATE OR Y AXIS RELAY, COMPUTE, I I = PROCESS INTERFACE RIO REMOTE I/O UNIT PRESENCE CONVERT RM -X REMOTE MULTIPLEXING MODULE NO. X Z POSITION Z AXIS DRIVE, ACTUATOR, Elli: UNCLASSIFIED FINAL = SIGNAL INTERFACE RTU -X REMOTE TELEMETRY UNIT NO. X FIELD MOUNTED CONTROL ELEMENT SF SLOWER- FASTER SS START -STOP TABLE BASED ON THE INSTRUMENTATION, SYSTEMS, AND AUTOMATION SOCIETY (ISA) STANDARD. W = SOURCE UNIT PROCESS NO. (1 OR 2 DIGITS) SSC SUPERVISORY SET POINT CONTROL 0 REAR -OF -PANEL MOUNTED ( +) WHEN USED, EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL. SEE ABBREVIATIONS AND LETTER SYMBOLS. TCL2 TOTAL CHLORINE RESIDUAL (OPERATOR INACCESSIBLE) A = INTERFACE NO. (2 DIGITS) TOC TOTAL ORGANIC CARBON ( *) WHEN USED, DEFINE THE MEANING HERE FOR THE PROJECT TOD TOTAL OXYGEN DEMAND D = DESTINATION DRAWING NO. TURB TURBIDITY VHC VOLATILE HYDROCARBONS e PANEL MOUNTED S = SOURCE DRAWING NO. VIB VIBRATION (OPERATOR ACCESSIBLE) SPECIAL CASES D DIFFERENCE E SUM \ / ^\ 1,0 (D— X MULTIPLY MCC MOU I ON AND OFF EVENT LIGHTS ) CONTINUATION O I NN ,2,3,ETC DIVIDE f(x) CHARACTERIZED X n RAISE TO THE Nth POWER COMPUTER FUNCT 0 00 ON -OFF HAND SWITCH. MAINTAINED CONTACT SWITCH VA G SQUARE ROOT (CONTROLLED DEVICE WILL RESTART ON RETURN OF INTERFACE TO OR FROM ,� POWER AFTER POWER FAILURE). � PROCESS EXTERNAL TO f %� 1:1 REPEAT OR BOOST • PROJECT > SELECT HIGHEST SIGNAL PLC FUNCTION OSS < SELECT LOWEST SIGNAL •,/ I STOP -START HAND SWITCH MOMENTARY CONTACT SWITCHES } BIAS (CONTROLLED DEVICE WILL NOT RESTART ON RETURN OF POWER AFTER POWER FAILURE). % GAIN OR ATTENUATE SHARED DISPLAY, SHARED CONTROL TRANSDUCERS ACCESSORY DEVICES SELF CONTAINED VALVE & GENERAL NOTES A ANALOG I CURRENT EQUIPMENT TAG NUMBERS 1. COMPONENTS AND PANELS SHOWN WITH A SINGLE ASTERISK.* ) ARE EXAMPLE: TRANSMITTER AS AN ACCESSORY TO BE PROVIDED AS PART OF A PACKAGE SYSTEM. D DIGITAL P PNEUMATIC TO A FLOW ELEMENT W = UNIT PROCESS NUMBER 2. COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK** ) ARE E VOLTAGE PF PULSE FREQUENCY TO BE PROVIDED UNDER DIVISION 16, ELECTRICAL. A = ALARM FT 6I W -D -X -Y D: ARV = AIR RELEASE VALVE 3. THIS ISA STANDARD LEGEND. THEREFORE, NOT ALL OF THIS INFORMATION F FREQUENCY PD PULSE DURATION C = CONTROLLER AVRV = AIR AND VACUUM RELEASE VALVE MAY BE USED ON THIS PROJECT. T om-/ I = INDICATOR E = EJECTOR H HYDRAULIC R RESISTANCE R = RECORDER G = GATE S = SWITCH M = MECHANICAL EQUIPMENT EXAMPLE: T = TRANSMITTER P = PUMP OI/P CURRENT TO PNEUMATIC X = UNCLASSIFIED T = TANK TRANSDUCER (BACK OF X = LOOP NUMBER PANEL, IN A FLOW LOOP) Y = UNIT NUMBER • .RN: PMH onITGE: FEB 2010 PROJ NAME: SHEET TITLE: SHEET: OF 140 DWG #: .. ■ �sN: JDK DWG /1 oo1 -G -oos CLEAN WATER SERVICES GENERAL PLDT JUNE 2010 THIS BAR IS ONE INCH (`� ,,., C�_� —� DATE. HK MSM CAD FILE WHEN DRAWING IS FULL vic.aaaT�/x+ C`"�2MHILL PHASE 5B1 AND CONTROL D URHAM AWWTF INSTRUMENTATION PLC #: XXXX y 001 -G -006 �>; SCALE. NO DATE N APVR DESCRIPTION Our commitment is cclecommitment 'PO LEC SCALE: NONE REVS DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS LEGEND SHEET 1 XI #6410 ENO L €x:.< =s t VALVE SYMBOLS MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS ->1- GATE 4 PRESSURE RELIEF NOTE: XX: AS ADJUSTABLE SPEED DIAPHRAGM SEAL 120V-.„ 120 VOLT, 60 HZ POWER CS -1 CONSTANT SPEED (SINGLE SPEED) -->C)-- KNIFE GATE L AIR AND /OR VACUUM RELEASE CS -2 CONSTANT SPEED (TWO SPEED) - I \ I- BUTTERFLY I I f BLIND FLANGE 480V ‘lik 480 VOLT, 60 HZ POWER CENTRIFUGAL PUMP H Z..---- REGULATED SIDE DRY PIT) XX o. CAVITY PUMP W SUMP PUMP -->c:1- GLOBE PRESSURE CONTROL XX mil- BALL M ANNULAR DIAPHRAGM SEAL /� V IQI I MULTI -PORT VALVES AIR GAP CENTRIFUGAL WET PIT COMPRESSOR - VEE- BALL (GATE VALVE SHOWN. FOR OTHER PUMP OR TURBINE PUMP (CENTRIFUGAL) VACUUM PUMP VALVE TYPES, APPROPRIATE V --1,1- VENT TO ATMOSPHERE PLUG VALVE SYMBOL SHOWN. ) Y RUPTURE DISK (PRESSURE) RECIPROCATING OR SEAT PORT SEAT PORTS ARE IMPLIED BY METERING PUMP '"�� COMPRESSOR ROTARY PUMP ECCENTRIC PLUG INDICATED FLOW PATTERN. xx (POSITIVE DISPLACEMENT) 1� (PISTON) -17N- DIAPHRAGM 11 ANGLE GATE *f___, AERATOR RUPTURE DISK (VACUUM) ffizn DIAPHRAGM PUMP XX - PINCH 8 TELESCOPE 1 4? PLUG of PIG INSERT POINT GEAR PUMP OR BLOWER Oj (CENTRE OR FAN `~, SCREW PUMP NEEDLE SO- SAMPLE 0 (POSITIVE DISPLACEMENT) - r--....1- SWING CHECK 003. MUD RECEPTACLE f OR PIG CATCH POINT 1 EJECTOR - II) I BALL CHECK -01 I ► PISTON PUMP p SELF CONTAINED XX PRESSURE REGULATING (CLAY -TYPE) • AIR SUPPLY I BACKFLOW PREVENTER MIXER >4 Cr0 -Hoff ROTARY SD COMPOSITE SAMPLER O ELECTRIC MOTOR D (DIPPER TYPE) GATE SYMBOLS ® COMPOSITE SAMPLER (SUCTION TYPE) I TV j 1 TV MONITOR I=1 SLUICE C C FABRICATED SLIDE C 7 STOP LOG p N CAMERA A O BUTTERFLY M FLAP f- AND C LOGIC ELEMENT: B • IF A AND NOT B THEN C ACTUATOR SYMBOLS - F C LOGIC ELEMENT: FLOW STREAM IDENTIFICATION p xx PNEUMATIC DIAPHRAM Q OR INTERLOCK. SEE E. OR IF A OR B THEN C SPRING - OPPOSED, SINGLE OR h- VALVE POSITIONER CONTROL DIAGRAMS DOUBLE ACTING I� am I- a wf ARD ACID RESISTANT DRAIN CW CITY WATER (NON - POTABLE) B XX PNEUMATIC CYLINDER MANUAL I I F FLUSHING CONNECTION CWH CITY WATER (NON- POTABLE), HOT SINGLE OR DOUBLE ACTING �� O COND CONDENSATE DRAIN ACTUATED BY ONE INPUT O XX D DO IN ( PROCESS) Em Q ELECTROHYDRAULIC PURGE SET GRIT GRIT X : W = WATER HOSE ADAPTOR GRIT /OF GRIT OVERFLOW ELECTRIC MOTOR A = AIR IRRIGATION PRESSURE AIR e S SEAL WATER SET LPA LOW PRESSURE AIR DIAPHRAGM, DIFFERENTIAL SEE O NAOCL SODIUM HYPOCHLORITE XX PRESSURE c. ., ) of NAOH SODIUM HYDROXIDE T SOLENOID xx NO-- AIR SET 1 NG NATUARAL GAS NOTE XX= SUPPLY PRESSURE - SIGHT GLASS NPW NON - POTABLE WATER IN PSIG. OD OVERFLOW DRAIN XX ON LOSS OF PRIMARY POWER (PNEUMATIC, ELECTRICAL OF OVERFLOW Y OR HYDRAULIC) OSA OUTSIDE SUPPLY AIR HYDRAULIC X1.::::t (: FO =FAIL OPEN �� FFLCPLLLX I PANEL CONTINUED PW POTABLE WATER FC =FAIL CLOSED FLP =FAIL TO LAST POSITION FILTER/ I I �� ON SAME OR OTHER RD ROOF DRAIN DRAWING RS RAW SEWAGE REGULATOR/ II, SA SUPPLY AIR GAUGE SET PANEL OUTLINE SAN SANITARY SEWER PRIMARY ELEMENT SYMBOLS PANEL NAME SD STORM DRAIN } ) FLEXIBLE CONNECTOR V VENT --/o- ' '' ..- � PARSHALL FLUME ULTRASONIC DE DENSITY METER [I FLOWMETER PULSATION DAMPENER T .. ; , , : . 11 SKIMMING MECHANISM WEIR �� H H ( ELECTROMAGNETIC �f FLOWMETER �� GENERIC FILTER FAVA��I SCREW — /;I ORFICE PLATE • - X PROPELLER OR �� -INC: FLOW TUBE V TURBINE METER LE LEVEL (ULTRASONIC) I T I DRIP TRAP ® SCREW CONVEYOR - 41H THERMAL FLOWMETER `---_/ H i H PITOT- STATIC 0 FLAME TRAP tl 13 INLINE SILENCER 1 FI ROTAMETER LE VEL (BUBBLER TUBE) D H VORTEX METER �� I i STRAINER f _ 3... _____---- PIPE CAP LER LEVEL (SUBMERSIBLE L3� LEVEL (FLOAT) \ 1 PRESSURE) II)) HORN /STROBE CALIBRATION COLUMN \� jjjJJJJJ INTRINSICALLY SAFE BARRIER IS INTRINSICALLY SAFE RELAY .RN: PMH �� O% , FEB 2010 It. PROJ NAME: SHEET TITLE: SHEET: OF: 140 DWG _ CLEAN WATER SERVICES GENERAL PLOT DATE: BN: JDK mot 001 -G -007 � D URHAM AWWTF INSTRUMENTATION JUNE 2010 THIS BAR IS ONE INCH J w WHEN DRAWING IS FULL - "-" �� H I LL PHASE 5B1 AND CONTROL 001 -G -007 R HK: MSM CAD FILE # Ow commitment is clear PLC #: XXXX ..4° SCALE. NO DATE N APVR DESCRIPTION - J'I. . - HEADWORKS IMPROVEMENTS LEGEND SHEET 2 DWS solo PAD: LEC SCALE: NONE REV # DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 CW5 x ENG 1 .x,;,-i u GENERAL ARCHITECTURAL NOTES ARCH /STRUCT MATERIAL SYMBOLS ARCHITECTURAL /STRUCTURAL LEGEND 1. UNLESS OTHERWISE INDICATED, PLAN DIMENSIONS ARE TO COLUMN GRID ON CENTERLINES, NOMINAL SURFACE OF SYMBOL LEGEND SYMBOL LEGEND MASONRY, AND FACE OF CONCRETE WALLS. 2. "FLOOR LINE REFERS TO TOP OF CONCRETE SLABS. IIIIIIIIIIIIIIIIIIIIIIIIIII A GRID I COLUMN INDICATOR REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY ANTYSHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 1111111111111111011111111111 GRATING, SPAN DIRECTION INDICATED - - - - IIIIIIIIIIIIIIIIIIIIIIIIIII ROOM NAME ROOM NAME 3. LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND SECTIONS ARE APPROXIMATE. R SEE CIVIL DRAWINGS FOR ALL GRADES. : �,,;,g•t::; %; ? % CHECKERED PLATE I XX101 I O ROOM IDENTIFIER :` �'`ni`:`: %i`i`i`%%i` %JT%;`i` �y� 4. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER CATEGORIES OR DRAWINGS FOR ' ADDITIONAL N OTES. 1 70(' = FACILITY < DOOR LETTER GROUT INDICATOR 5. VERIFY SIZE AND LOCATION OF AND PROVIDE: REQUIRED OPENINGS THROUGH FLOORS AND WALLS ACCESS DOORS, '• (IF SHOWN) E. FURRING, CURBS, ANCHORS AND INSERTS .PROVIDE ALL BASES AND BLOCKING REQUIRED FOR ACCESSORIES, ROOM NUMBER MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT. l b . #tip �`� %'• GRANULAR FILL 6. FOR CODE ANALYSIS, SEE CODE COMPLIANCE SUMMARY DRAWING. DOOR IDENTIFIER 7. FOR DOOR AND HARDWARE DESCRIPTIONS SEE SPECIFICATION SECTION 08 III 11 ll_IJ =III I EARTH OR FINISH GRADE 8. FOR FINISH SCHEDULES SEE SPECIFICATION SECTION 09000. I -1111— 9. FOR GUARD POST LOCATIONS, SEE CIVIL DRAWINGS. _ CONCRETE )0(W-1 OR W - WINDOW IDENTIFIER �� ∎ .e CMU WALL (PLAN) XXR -1 OR R-1 RELIGHT IDENTIFIER CMU WALL (SECTION) XXL -1 OR 1 - 1 LOUVER IDENTIFIER MASONRY WALL ,. ;° WALL TYPE INDICATOR METAL STUD WALL (PLAN) ��- t=:--CG- WOOD STUD WALL (PLAN) — S-1 SIGNAGE IDENTIFIER RIGID INSULATION A AM 14 L BATT INSULATION o B INTERIOR ELEVATION INDICATOR s QUANTITY AND DIRECTION OF STEEL POINTERS AS C REQUIRED ® 110.50 SPOT ELEVATION INDICATOR (IN FEET) ALUMINUM PLYWOOD )000( EL )(X)0( ELEVATION DATUM (IN FEET) 4. GYPSUM WALLBOARD DIRECTION OF SLOPE DOWN +I 11 1[ 1 I I I I I I I I I+ ACOUSTICAL TILE "�,..— HINGE SIDE HATCH SWING INDICATOR • ►, WOOD, ROUGH CONTINUOUS / I / I WOOD, ROUGH NON- CONTINUOUS ACTIVE < INACTIVE ® WOOD, FINISHED INDICATES PAIR OF DOORS _ __ (DOOR # ON ACTIVE) F.EXT -X (IN CABINET) F.EXT -X (ON BRACKET) NEI I . FIRE EXTINGUISHER / - X" = NUMBER IN SPECIFICATIONS CJ CONTROL JOINT f X" EJ EXPANSION JOINT WALL TYPES x•= DIMENSION o s PRECAST CONCRETE PANEL RAILINGS INSULATED CORE SEE --"4 I ST STRUCTURAL DRAWINGS POST p 1 PRECAST PANEL IDENTIFIER 8" CMU 1=1 SLAB INDICATOR 1 ' ♦.: l, OX g- COLUMN INDICATOR e WALL INDICATOR B-X BEAM INDICATOR , D AR .30■94 E. CAVE ti= ii-il ORIO P ROD NAME: SHEET TOLE: SHEET: OF: DWG #: II 7 "RN: SDB FEB 2010 8 140 QILTE: ∎ CLEAN WATER SERVICES GENERAL :lA: ' I SN: BPT DWG #: 001 -G-008 DATE: JUNE 2010 _ THIS BAR IS ONE INCH C1Gdn♦ t Se vices f H2M H I LL DURHAM AWWTF ARCHITECTURAL -- OO 1 -G -008 "OF O HI(: JEC CAD Fn.E #: WHEN DRAWING ISFULL Ouresoit>.eet PHASE 5B1 GENERAL LEGENDS PLC /I: )000( SCALE. NO DATE N APVR DESCRIPTION JC4T1 E. Cave, A.I.A. I 0g, « MIDI f REV # DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 w # ,64 10 - BUILDING CODE DATA TABLE OREGON STRUCTURAL SPECIALTY CODE 2007 FACILITY MAID NEAOWORIIIt sumnita - FACILITY 200 PROJECT OESGRMTION: DMONTO EXISTING HEADWORKS BUILDING: NEW PRECAST CONCRETE ADDITION HOUSING THE COMPACTOR AND ELECTRICAL ROOMS i iOCCUPANCY OCCUPANCY GROUP EADVVORKS BULDING - EXISTING BUILDING F-2 (OSSC CHAPTER 3) COMPACTOR ROOM - NEW ADDITION F-2 • ELECTRICAL ROOM - NEWADDIIION F -2 CONSTRUCTION TYPE (OSSC CHAPTER 61 TYPEIFB GENERAL BUILDING UMITATIONS (OSSC TABLE 503) MAXIMUM STORES/HEIGHT ALLOWED EXISTING BUILDING 1F -2 3 STORES/55 FT COMPACTOR ROOM 1F.2 3 STORES/55 FT ELECTRICAL ROOM {F -2 3 STORES/55 FT MAXIMUM AREA ALLOWED PER FLOOR 1F.2 123.000 SF ACTUAL NUMBER OF STORES/HEIGHTABOVE GROUND PLANE EXISTING BULDING F,2 2 STORREES/44 FT COMPACTOR ROOM F,2 1 STORY129 FEET ELECTRICAL ROOM F 2 1 STORY /16 FEET ACTUAL AREA PER FLOOR EXISTING FACEITY F-2 3500 SF COMPACTOR ROOM F.2 1,545 SF ELECTRICAL ROOM ! F•2 504 SF TOTAL 5552 SF FIRE RESISTANCE OF BUILDING ELEMENTS (OSSC TABLE 601) RECURRED RATINGS IMNRATED FOR CONSTRUCTION TYPE MB EXTERIOR OPENING PROTECTION (MSC TABLE 602] 11-HR IF LESS THAN 10 -FEET OPENING PROTECTION ;0-HR IF EQUAL TO OR GREATER THAN 10 -FEET ACTUAL OPENING PROTECTION NONE: ALL SIDES GREATER THAN 10 -FEET ROOF COVERING (OSSC TABLE 15061 CLASS C REQUIRED MEANS OF EGRESS (OSSC CHAPTER 10) OCCUPANT LOAD FACTOR (OSSC TABLE 1004,1,11 EXISTING BULDING 3,500/100 SF (GROSS) = 35 COMPACTOR ROOM 1 ;546/100 SF (GROSS).- 16 ELECTRICALL. ROOM 504/100 SF (GROSS) = 5 TOTAL 56 ACTUAL NUMBER OF OCCUPANTS, NOT NORMALLY OCCUPED ALLOWABLE TRAVEL DISTANCE (OSSC TABLE 1018-1) EXISTING GUIDING 1F -2 300 FEET COMPACTOR ROOM 1F -2 300 FEET ELECTRICAL ROOM 1F 300 FEET I EXITS REQUIRED (OSSC TABLE 10192) EXISTING BULDING 3500 SF 1 100 = 35 (LESS THAN 50) 1 EXIT REQUIRED COMPACTOR ROOM 1546 SF /100 =15 (LESS THAN 50) 1 EXIT REQUIRED ELECTRICAL ROOM 504 SF / 100 = 5 (LESS THAN 50) 1 EXIT REQUIRED EXITS PROVIDED EXISTING BULDING 2 EXITS COMPACTOR ROOM 2 EXITS ELECTRICAL ROOM , j 2 EXITS <�� Ag . - <c l- W .JOHN E. CAVE -,1 D; y CR10 PRO.1 NAME: SHEET TITLE: SHEET: O DWG F. •a. DIN: SDB oArE: FEB 2010 9 140 emu+ DST BPT DWG.: 001-G -COS CLEAN WATER SERVICES GENERAL PLOT JUNE 2010 E' THIS BAR IS ONE INCH Clew Services DURHAM AW DATE: WTF ARCHITECTURAL QF OR CHI: JEC CiADFILE a: WHEN DRAWING IS FULL CH2MH I LL D U PHASE 5B1 CODE COMPLIANCE SUMMARY PLDa: XXXX 001 -G- 009 , Cave, A I A SCALE. Our eeaaitant ie elver NO DATE N APVR DESCRIPTION A11DYt[CT b OW N4 LEC SCALE: NONE REVa DATE DM PPM DESCRIPTOR 2550 SW Hillaboro Hwy. Hillsboro, Oregon97123 -9379 HEADWORKS IMPROVEMENTS Ro rA 6410 DESIGN CRITERIA GENERAL INFORMATION CONCRETE REINFORCING PRECAST CONCRETE APPLICABLE CODE: 2006 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY THE 1. FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 "ABBREVIATIONS AND ACRONYMS: 1. MINIMUM REINFORCING FOR ALL CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS: 1. PRECAST AND PRESTRESSED ELEMENTS SHALL BE DESIGNED FOR THE LOADING STATE OF OREGON AND ALL OTHER APPLICABLE LOCAL AGENCIES. PUBLICATION AS DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS INDICATED HEREIN AND IN THE SPECIFICATIONS. (ASME). WALL THICKNESS REINF EACH WAY LOCATION REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND 6" #4 @12" CENTERED 2. DESIGN OF EMBEDMENT ITEMS FOR CONNECTION TO THE STRUCTURE ARE THE REQUIREMENTS. 2. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR 8" #5 @12" CENTERED RESPONSIBILITY OF THE PRECAST / PRESTRESSED MANUFACTURER. MAXIMUM SITUATIONS OCCURRING THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE 10" #4 @12" EACH FACE LOAD AT EACH CONNECTION IS INDICATED ON THE DRAWINGS. ROOF LOADS: INDIVIDUALLY CALLED OUT. _ 12" #5 @12" EACH FACE - GROUND SNOWLOAD; P-g = 35 NSF I = 1.1 3. DETAILING AND DIMENSIONS OF EXISTING STRUCTURES SHOWN ARE BASED ON PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE MASONRY AS -BUILT DESIGN DRAWINGS, AND DO NOT NECESSARILY REPRESENT THE REQUIRED BY THE DETAILS ON THE DRAWINGS OR BY THE SPECIFICATIONS. EXPOSURE CATEGORY - PARTIALLY EXPOSED AS- CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS 1. MORTAR ASTM C270, TYPE S. MASONRY CEMENT SHALL NOT BE USED Ce = 1.0 AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO FABRICATION OF ADJACENT 2. CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE: FRAMING OR CONNECTIONS OR SUPPORTS THAT ARE AFFECTED BY THE EXISTING WHEN PLACED ON GROUND: 3" 2. GROUT: ASTM C476 COARSE GROUT. 2000 PSI MINIMUM 28 DAY COMPRESSIVE LIVE LOAD = 20 PSF STRUCTURE. INTERIOR, DRY, HUMIDITY CONTROLLED AREAS: STRENGTH. WALLS, SLABS AND JOISTS 3/4" STRUCTURES HAVE BEEN DESIGNED FOR REDUCED ROOF LIVE LOADS IN 4. VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER BEAM STIRRUPS AND COLUMN TIES 11/2" 3. CONCRETE MASONRY UNITS: ASTM C90, GRADE N, MEDIUM WEIGHT, NET 1900 PSI ACCORDANCE WITH THE IBC. DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION OF THESE ELEMENTS. ALL OTHER CONCRETE SURFACES 2" COMPRESSIVE MASONRY STRENGTH. LINEAR SHRINKAGE SHALL NOT EXCEED .065 DEFLECTION CRITERIA FOR ROOF FRAMING MEMBERS: 5. FOR NUMBER, TYPE, SIZE, ARRANGEMENT, AND /OR LOCATION OF EQUIPMENT PADS SEE 3. 90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS. PERCENT. TOTAL LOAD U180 OTHER DISCIPLINE DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO 4. REINFORCING STEEL: ASTM A615, GRADE 60. LIVE LOAD U240 PLACING SLABS, WALLS AND FOUNDATIONS. COORDINATE PIPING OPENINGS WITH 4. WALL CORNER AND WALL INTERSECTION REINFORCEMENT BARS SHALL BE OTHER DISCIPLINE DRAWINGS. CONTINUOUS AROUND CORNERS AND THROUGH COLUMNS OR PILASTERS. 5. DESIGN fm OF THE FINISHED ASSEMBLY SHALL BE 1500 PSI. WHERE L IS THE MEMBER'S SPAN LENGTH REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS AND LAPPED ON THE 6. STRUCTURAL MEMBERS SHALL NOT BE CUT OR MODIFIED FOR PIPES, DUCTS, ETC, OPPOSITE FACE OF THE CONNECTING WALLS. 6. PLACE COURSES IN RUNNING BOND PATTERN, UNLESS SPECIFICALLY INDICATED 4. FLOOR LIVE LOADS: UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE ENGINEER. OTHERWISE. ELECTRICAL ROOM 300 PSF 5. LAP VERTICAL WALL BARS WITH DOWELS FROM BASE SLABS AND EXTEND INTO TOP MECHANICAL ROOM 200 PSF 7. VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN FACE OF ROOF SLABS AND LAP WITH TOP SLAB REINFORCEMENT. PROVIDE A MINIMUM 7. GROUTING: CORRIDORS, EXITS, STAIRS 100 PSF ANY WAY MEAN THAT ENGINEER IS GUARANTOR OF CONSTRUCTOR'S WORK, NOR OF FOUR FULL HEIGHT VERTICAL BARS WITH MATCHING DOWELS AT WALL ENDS, A. SOLID GROUT CMU WALLS. WALKWAYS AND ELEVATED PLATFORMS 60 PSF RESPONSIBLE FOR THE COMPREHENSIVE OR SPECIAL INSPECTIONS, COORDINATION, CORNERS AND INTERSECTIONS WITH SIZE TO MATCH TYPICAL VERTICAL REINFORCING SUPERVISION, OR SAFETY AT THE JOB SITE. STEEL SHOWN OR REQUIRED BY NOTES ABOVE. 8. LAP VERTICAL REINFORCING 48 BAR DIAMETERS WITH DOWELS AT BUILDING WALLS. 5. WIND LOAD: LAP ALL OTHER VERTICAL BARS 72 BAR DIAMETERS. LAP VERTICAL BARS IN BASIC WIND SPEED (3- SECOND GUST) = 94.5 MPH 6. REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE CANTILEVER WALLS 72 BAR DIAMETERS. STAGGER ADJACENT LAP SPLICES BY 24 EXPOSURE =C SPECIAL INSPECTION, OBSERVATIONS FOLLOWING MINIMUM REQUIREMENTS: INCHES, WHEN SEPARATED BY 3 INCHES OR LESS. OCCUPANCY CATEGORY =111 I = 1.15 AND TESTING CONCRETE DESIGN STRENGTH = 4,000 PSI ** GRADE 60 REINFORCING STEEL 9, PROVIDE TWO FULL HEIGHT TYPICAL VERTICAL BARS AT EDGES OF OPENINGS AND FULL BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 HEIGHT TYPICAL VERTICAL BARS IN 3 CELLS AT CORNERS. PROVIDE MATCHING DOWELS COMPONENTS AND CLADDING DESIGNED FOR WIND PRESSURE IN 1. SPECIAL INSPECTION (OWNER FURNISHED) IS REQUIRED IN ACCORDANCE WITH IBC LAP SPLICE LENGTH FOR VERTICAL BARS. PROVIDE REINFORCED LINTELS ABOVE AND REINFORCED BOND ACCORDANCE WITH ASCE 7 -05. SEE DRAWINGS FOR DESIGN WIND SECTIONS 109 AND 1704 AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS BEAMS BELOW OPENINGS. PROVIDE HORIZONTAL CORNER BARS WITH MINIMUM 2' -0" PRESSURES FOR EXTERIOR COMPONENT AND CLADDING MATERIALS. PLAN. SPACING <6" TOP BAR * 1'-4" 7-0" 3' -0" 4-0" 5' -10" 5-8" 7' -7" 8'-6" 9' -5" LEGS AT CORNERS. SEE DETAILS 0422 -001 THROUGH 0422 -006. 6. SEISMIC LOAD: 2. SPECIFIED CONCRETE AND MASONRY TESTING DURING CONSTRUCTION WILL BE OWNER OTHER BAR 1 1' -7" 7-4" 3' -1" 4-6" 5-2" 5-10" 6' -7" 7' -3" SPACING26" TOP BAR * 1'-4" 1'-6" 2' -0" 2' -5" 3'-6" 4' -0" 5' -0" 6' -2" 7' -5" 10. MASONRY UNIT AND GROUT TESTING SHALL IN CONFORMANCE WITH IBC, MAPPED SPECTRAL RESPONSE ACCELERATIONS FURNISHED. SPECIFIED LABORATORY TEST MIXES SHALL BE THE RESPONSIBILITY OF "UNIT STRENGTH OWNER FURNISHED. METHOD ". TESTING WILL BE OWNER FURNISHED. ED. OTHER R IBC TEST Ss = 0.93 g THE CONTRACTOR. OTHER BAR 1'-4" 1' -4" 1' - 7" 1' -10" 2' -9" 3' -1" 3' -10" 4-9" 5-8" METHODS MAY BE SUBMITTED AS AN ALTERNATIVE. Si = 0.34 g 3. EMBEDMENT LENGTH SITE CLASS = D STRUCTURAL OBSERVATIONS (OWNER FURNISHED) IS REQUIRED IN ACCORDANCE WITH 11. THE MINIMUM REINFORCING FOR REINFORCED CONCRETE BLOCK WALLS SHALL BE OCCUPANCY CATEGORY = III IBC SECTION 1709 AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTION PLAN. SPACING<6" TOP BAR * 1'-0" 1' -7" 7-4" 3' -1" 4-6" 5-2" 5-10" 6' -7" 7' -3" AS FOLLOWS: SEISMIC DESIGN CATEGORY = D OTHER BAR 1-0" 1' -3" 1' -9" 2' -5" 3' -6" 4-0" 4' -6" 5-1" 5-7" WALL VERTICAL HORIZONTAL I =1.25 THICKNESS REINFORCING REINFORCING LOCATION FOUNDATIONS SPACING >6" TOP BAR * 1' -0" 1' -3" 1' -7" 1' -10" 2' -9" 3' -10" 4-9" 5-8" 8 "" #6 @48" #5@48" CENTERED 7. LATERAL FORCE - RESISTING SYSTEMS: OTHER BAR 1' -0" 1' -0" 1' -3" 1' -5" 2' -1" 2' -5" 3' -0" 3' -8" 4-5" CANTILEVERED COLUMN SYSTEM DETAILED TO CONFORM 1. EXCAVATIONS SHALL BE SHORED TO PREVENT SUBSIDENCE OR DAMAGE TO ADJACENT * TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE 12. PLACE NO CONDUIT IN CELLS CONTAINING REINFORCEMENT. WITH THE REQUIREMENTS OF A SPECIAL REINFORCED EXISTING STRUCTURES, STREETS, UTILITIES, ETC. THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY CONCRETE MOMENT FRAME, R = 2.5. SINGLE POUR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. 2. ALL FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY A GEOTECHNICAL 8. SOIL DESIGN PARAMETERS: ENGINEER OR HIS DESIGNEE PRIOR TO PLACEMENT OF FORMING OR REINFORCING ** WHERE 3000 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 16 PERCENT WELDING A. NET ALLOWABLE SOIL BEARING PRESSURES: STEEL THE OBSERVATION SHALL VERIFY THAT THE ACTUAL EXPOSED SUBGRADE IS AS 2500 PSF ANTICIPATED BY THE SITE SPECIFIC BORINGS, TEST PITS, TESTING AND DATA REPORTS. CONCRETE 1. WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS), LATEST EDITION: D1.1, STRUCTURAL WELDING CODE - STEEL 9. FROST DEPTH: 18 IN 3. NO BACKFILL SHALL BE PLACED BEHIND WALLS UNTIL THE WALLS HAVE ATTAINED 100 1. 28 -DAY CAST -IN -PLACE CONCRETE STRENGTHS: D1.2, STRUCTURAL WELDING CODE - ALUMINUM PERCENT OF IT'S SPECIFIED COMPRESSIVE STRENGTH AND TOP SUPPORTING SLAB'S TYPICAL: 4000 PSI D1.3, STRUCTURAL WELDING CODE - SHEET STEEL CONCRETE HAVE ATTAINED 80 PERCENT OF THEIR SPECIFIED COMPRESSIVE STRENGTH, CONCRETE FILL: 2500 PSI D1.4, STRUCTURAL WELDING CODE - REINFORCING STEEL OR UNTIL TOP -OF -WALL FRAMING SYSTEMS, INCLUDING STEEL OR WOOD DIAPHRAGMS, CURBS AND SIDEWALKS: 3000 PSI D1.6, STRUCTURAL WELDING CODE - STAINLESS STEEL HAVE BEEN COMPLETED. CONDUIT ENCASEMENTS: 3000 PSI PIPE ENCASEMENTS NOT INTEGRAL 2. REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26. 4. NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED, FREE TOP WALLS UNTIL THE WITH FOUNDATIONS: 3000 PSI CONCRETE HAS ATTAINED100 PERCENT OF ITS SPECIFIED COMPRESSIVE STRENGTH. PRESTRESSED TEES: 5000 PSI 3. USE INTERMITTENT WELDS AT FIELD WELDS OF EMBED PLATES AND ANGLES TO AVOID SPALLING OR CRACKING OF THE EXISTING CONCRETE. FORMWORK SHORING AND BRACING 2 REINFORCING STEEL: TYPICAL: ASTM A GRADE 60 4. BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) UNLESS INDICATED 706, OTHERWISE. 1. STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER WELDED: ASTM A706, GRADE 60 FINAL CONDITIONS ONLY. DESIGN SHOWN DOES NOT INCLUDE NECESSARY 3. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUCTURES DURING WITH CRSI MSP -1 "MANUAL OF STANDARD PRACTICE" AND ACI 301 "SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATING TO STRUCTURAL CONCRETE ". CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM 4 CONSTRUCTION JOINTS INDICATED ARE SUGGESTED LOCATIONS. CONTRACTOR MAY THE WORK SHOWN. REVISE LOCATION OF JOINTS, SUBJECT TO SPECIFIED REQUIREMENTS. ADDITIONAL 2. TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ELEVATED CONCRETE FLOOR CONSTRUCTION JOINT LOCATIONS, INCLUDING ADDITIONAL REQUIRED FOR OR SLABS HAVE REACHED 80 PERCENT OF THE 28 DAY DESIGN STRENGTH AS CONSTRUCTION, SHALL BE SUBMITTED FOR REVIEW BY ENGINEER. DETERMINED BY CYLINDER BREAKS. 5. ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO PLACING ADJACENT CONCRETE. 6. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF OPENINGS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND INSERTS PRIOR TO PLACEMENT OF CONCRETE. 7. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE SHALL BE EMBEDDED IN THE CONCRETE. 8. CONDUIT SHALL NOT BE PLACED PARALLEL WITH BEAM OR COLUMN REINFORCEMENT UNLESS SPECIFICALLY INDICATED IN DRAWINGS. c Tut? F C ERN: GTM ORI9 E, FEB 2010 PROJ NAME: SHEET TITLE: 10 OF. 140 DWG S. `Iyyy CLEAN WATER SERVICES GENERAL P • D9 ": ALF OM M. 001 -G-010 THIS BAR IS ONE INCH Cle Y�ra,tj Services CH2MH I LL DURHAM AWWTF STRUCTURAL NOTES DA LOT JUNE 2010 001 _G_01 O � ?ez ^ g,, .ata WHEN DRAWING IS FULL P HASE 5B1 SHEET 1 PLC S: XXXX CHK BSH CAD FILE M. Onr eovmitoont b char („_, '2-2F-11 SCALE. NO DATE N APVR DESCRIPTION PD: LEC SCALE: NONE REVS DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -937 HEADWORKS IMPROVEMENTS Ro # 6410 9 DEFERRED SUBMITTALS STRUCTURAL ABBREVIATIONS . DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT AT GA GAUGE, GAGE S I -BEAM SUBMITTED AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION AB ANCHOR BOLT GALV GALVANIZED (HOT DIP) SC SLIP CRITICAL (BOLTS) ROOF SNOW DRIFT DIAGRAM OF THE WORK. ACI AMERICAN CONCRETE INSTITUTION GLB GLUE LAMINATED BEAM SCHED SCHEDULE ADDL ADDITIONAL GRTG GRATING SECT. SECTION 2. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER IBC SECTION 106.3.4.2 THAT ADJ ADJACENT GVL GRAVEL SH SHEET ARE EXPECTED TO CONTAIN STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM AFF ABOVE FINISH FLOOR SIM SIMILAR ^ INFORMATION FOR REVIEW TO MEET BUILDING PERMITTING REQUIREMENTS FOR AHR ANCHOR HAS. HEADED ANCHOR STUD SOG SLAB ON GRADE LOWER ROOF l DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL AISC AMERICAN INSTITUTE OF STEEL HDR HEADER SP SPACE ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE, CONSTRUCTION HORIZ HORIZONTAL SPEC(S) SPECIFICATION(S) ' THE CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULATIONS AND SUPPORTING AL ALUMINUM HPT HIGH POINT SPECD SPECIFIED DATA AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER. ADDITIONALLY ALLOW ALLOWABLE HSS HOLLOW STRUCTURAL SECTION SPG SPACING AND SQ SQUARE VENTILATION, : , ACCEPTANCE INDICATED ON THE ENGINEER'S COMMENT FORM, ALONG WITH THE ALTN ALTERNATE HVAC HEATING , , . COMPLETED, FINAL SUBMITTAL SHALL THEN BE FILED BY THE CONTRACTOR AND ANSI AMERICAN NATIONAL STANDARDS AIR CONDITIONING SSL SHORT SLOTTED HOLE ry i ACKNOWLEDGED AS ACCEPTED BY THE PERMITTING AGENCY PRIOR TO INSTALLATION INSTITUTE SST STAINLESS STEEL co OF THESE ITEMS. APPROX APPROXIMATE BC NTERNATIONAL BUILDING CODE STD STANDARD O APVD APPROVED D NSIDE DIAMETER STIF STIFFENER ARCH. ARCHITECTURAL NSIDE FACE STIR. STIRRUP a i t ASTM AMERICAN N. ICAN SOCIETY FOR TESTING N. NCH (ES) STL STEEL SPECIFICATION ITEM AND MATERIALS NSUL NSULATION STR STRAIGHT SECTION AWS AMERICAN WELDING SOCIETY NTMD NTERMEDIATE STRL STRUCTURAL NTR NTERIOR STRUCT STRUCTURE 01612 SEISMIC ANCHORAGE AND BRACING BETW BETWEEN SYMM SYMMETRICAL 03400 PRECAST CONCRETE BF BOTTOM FACE J JOIST 6.23' III. BLDG BUILDING JB JOIST BEARING T TREAD © I 05520 METAL RAILINGS BM BEAM JT JOINT T &B TOP AND BOTTOM BO BOTTOM OF TAS THREADED ANCHOR STUD 15060 PIPING SUPPORT SYSTEMS BOT BOTTOM KIP(S) THOUSAND POUNDS TC TOP OF CONCRETE, TOP OF CURB OTHER ANY EQUIPMENT OR COMPONENT IN WHICH A TECHNICAL BRG BEARING KSF KIPS PER SQUARE FOOT TEMP TEMPERATURE KSI KIPS PER SQUARE INCH TF TOP OF FOOTING, TOP FACE - 11561 SPECIFICATION REQUIRES SUBMITTAL OF EQUIPMENT C C CHANNEL OR C -SHAPE THK THICK OR ANCHORAGE SYSTEM CALCULATIONS - - D C TO C CENTER TO CENTER L ANGLE OR L -SHAPE THKNS THICKNESS CHKD PL CHECKERED PLATE LB(S) POUND(S) FORCE THRU THROUGH in © 1 CIPC CAST -IN -PLACE CONCRETE LF LINEAR FEET TM TOP OF MASONRY m U CJ CONSTRUCTION JOINT LIW LOAD INDICATING WASHER T.O. TOP OF CJP COMPLETE JOINT PENETRATION (WELD) LL LIVE LOAD TRANSV TRANSVERSE CL CENTERLINE LLH LONG LEG HORIZONTAL TST TOP OF STEEL O 25 POUNDS PER SQUARE FOOT CLR CLEARANCE, CLEAR LLV LONG LEG VERTICAL TW TOP OF WALL CMU CONCRETE MASONRY UNIT LNTL LINTEL TYP TYPICAL COL COLUMN LONG. LONGITUDINAL O 35.8 POUNDS PER SQUAR FOOT CONC CONCRETE LPT LOW POINT UBC UNIFORM BUILDING CODE CONN CONNECTION LSL LONG SLOTTED HOLE UNIF UNIFORM, UNIFORMLY CONSTR CONSTRUCTION UON UNLESS OTHERWISE NOTED ® 26.9 POUNDS PER SQUARE FOOT CONT CONTINUOUS MATL MATERIAL COORD COORDINATE MAX MAXIMUM VERT VERTICAL CRSI CONCERTE REINFORCING STEEL MB MACHINE BOLT INSTITUTE MECH MECHANICAL W WIDE FLANGE BEAM CTLJ CONTROL JOINT MET. METAL W/ WITH CTR CENTER MFD MANUFACTURED W/O WITHOUT CTRD CENTERED MFR(S) MANUFACTURER (MANUFACTURER'S) WD WOOD O CU CUBIC MIN MINIMUM WP WORKING POINT UPPER ROOF MISC MISCELLANEOUS WS WATERSTOP, WATER SURFACE ti d PENNY (NAIL SIZE) MO MASONRY OPENING WT WEIGHT DBA DEFORMED BAR ANCHOR WWF WELDED WIRE FABRIC DBL DOUBLE NA NOT APPLICABLE 1' DEG DEGREE NIC NOT IN CONTRACT 1. DET DETAIL NO. NUMBER Ii iilmiinsiii DF DOUGLAS FIR NTS NOT TO SCALE A DIA DIAMETER DIAG DIAGONAL 0 TO 0 OUT TO OUT DIM. DIMENSION OC ON CENTER DIR DIRECTION OD OUTSIDE DIAMETER DL DEAD LOAD O.F. OUTSIDE FACE DO DITTO OPNG(S) OPENING(S) I DTI DIRECT TENSION INDICATOR OPP OPPOSITE 6.23' DWG DRAWING I TYP DWL DOWEL P PILASTER PERIM PERIMETER EA EACH PJF PREMOLDED JOINT FILLER EF EACH FACE PJP PARTIAL JOINT PENETRATION (WELD) E EXPANSION JOINT P PACKAGE EL L ELEVATION N PL L PLATE ELEC ELECTRICAL PLCS PLACES ELEV ELEVATOR PLF POUNDS FORCE PER LINEAR FOOT I EMBED EMBEDMENT, EMBED PLYWD PLYWOOD o ENGR ENGINEER PNL PANEL EQL EQUAL PRCST PRECAST TYP EQL SP EQUALLY SPACED PREFAB PREFABRICATE(D) EQPT EQUIPMENT PRELIM PRELIMINARY EQUIV EQUIVALENT PRI PRIMARY EW EACH WAY PSF POUNDS FORCE PER SQUARE FOOT O 25 POUNDS PER SQUARE FOOT EXP JT EXPANSION JOINT PSI OPUNDS FORCE PER SQUARE INCH EXST EXISTING PT PRESSURE TREATED EXT EXTERIOR PVC POLYVINYL CHLORIDE O 26.9 POUNDS PER SQUARE FOOT FAB FABRICATE, FABRICATION R RADIUS, RISER FB FLAT BAR RAD RADIUS FD FLOOR DRAIN RC REINFORCED CONCRETE FDN FDN RDAA REBAR DOWEL ADHESIVE ANCHOR FF FINISH FLOOR RDW REDWOOD FG FINISH GRADE RECT RECTANGULAR, RECTANGLE FL FLOOR REF REFERENCE FRP FIBERGLASS REINFORCED PLASTIC REINF REINFORCE, REINFORCING FT FEET, FOOT REQD REQUIRED FTG FOOTING RST REINFORCING STEEL FV FIELD VERIFY FOR ABBREVIATIONS NOT LISTED, SEE GENERAL ABBREVIATIONS AND ASME Y14.38 - "ABBREVIATIONS AND ACRONYMS FOR USE ON DRAWINGS AND RELATED DOCUMENTS" AS DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME). • C f.�� ❑RN. GTM :;, : FEB 2010 PROJ NAME: SHEET TITLE: SHEET: 17 OF' 140 DWG*'. G ENERAL �.} ---- • N. ALF DWG ft 001 -G -011 CLEAN WATER SERVICES JUNE 2010 THIS BAR IS ONE INCH n - $e9<ViC� STRUCTURAL NOTES xw "a +. °, PLDT : ` HK: BSH CAD FILE it. WHEN DRAWING IS FULL CH2NlHILL DURHAM AW WTF X XXX 001_G_O11 SCALE. Our commitment bclay PHASE 5B1 SHEE 2 PLC #: PPD: LEC SCALE NONE NO DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENTS AND ABBREVIATIONS DWS I i3 . 1-31-,1 ) REV. DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PROJ. : 6410 ENI STATEMENT OF SPECIAL INSPECTIONS: GENERAL NOTES 1. THE STATEMENT OF SPECIAL INSPECTIONS DRAWINGS PROVIDE PROJECT COMPLIANCE SYSTEM FOR WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE (IBC) CHAPTER 17 FOR HEADWORKS STAGE ITEMS COMMENTS SPECIAL INSPECTION, STRUCTURAL OBSERVATION, AND TESTING FOR WIND AND SEISMIC ADDITION TABLE i RESISTANCE AS APPLICABLE. EXCEPT WHERE OTHERWISE NOTED, THIS INSPECTION IS - FOUNDATION SLAB - PRIOR TO FIRST REINFORCING' NOTE 1 • R IREC r' IAL rnacLliON OWNER FURNISHED. OF STRUCTURE CONCRETE STEEL, CONCRETE 2. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS PLACEMENT OF AND MASONRY WALL REQUIRED ARE CONTAINED IN TABLE 1. FIRST SECTION WHEN DOWELS, EMBEDS, PERIODIC REPORTING BY ITEMS CAN STILL BE AND SIMILAR ITEMS OWNER CONTINUOUS SPECIAL REVISED FURNISHED OWNER INSPECTOR TO 3. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR STRUCTURAL COMPONENTS, REGARDLESS OF WIND OR SEISMIC DESIGN CATEGORIES, ARE CONTAINED IN TABLE 2. 2. WALL AND COLUMN PRIOR TO FIRST REINFORCING NOTE 1 SPECIAL FURNISHED DESIGNATED TESTING FOR STANDARD TESTING REQUIREMENTS FOR STRUCTURAL COMPONENTS ARE CONTAINED TO FOUNDATION CONCRETE STEEL, WALL DOWELS, • 2009 IBC CODE REFERENCED INSPECTION SPECIAL DISTRIBUTION SPECIAL IN TABLE 3. CONNECTIONS PLACEMENT OF FIRST EMBEDS AND SIMILAR SYSTEM OR MATERIAL REFERENCE STANDARD {SEE NOTE t) INSPECTION LIST COMMENTS INSPECTION PRIOR TO FORM SECTION WHEN ITEMS ITEMS GEOTECHNICAL 4. PROJECT SPECIFIC REQUIREMENTS FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CLOSURE CAN STILL BE REVISED 1, SOILS: CATEGORIES C, D, E, OR F ARE CONTAINED IN TABLE 4. ADDITIONAL TESTING 3. ELEVATED CONCRETE PRIOR TO FIRST REINFORCING NOTE 1 A VERIFY MATERIALS 1704,7 X X PROFESSIONAL REQUIREMENTS FOR STRUCTURAL RESISTANCE ARE CONTAINED IN TABLE 6. SLABS, BEAMS, AND CONCRETE STEEL, EMBEDS, BELOW FOOTINGS ME 1803'5, 1803'8 OBSERVATION BY CO PRIOR TO PLACEMENT ADEQUATE TO ACHIEVE GEOTECHNICAL 5. FOR ADDITIONAL REQUIREMENTS, REFER TO SPECIFICATIONS, SPECIAL INSPECTION, CONCRETE ETE SECTION CTION WHEN FIRST COURSE ITEMS MS PREPARATION ATION AND THE DESIGN BEARING ENGINEER OBSERVATION AND TESTING. THESE INCLUDE: PLACEMENT CAN STILL BE REVISED SIMILAR ITEMS L CAPACITY A. CONTRACTOR'S REQUIREMENTS TO PROVIDE ACCESS TO THE WORK FOR B VERIFY EXCAVATIONS 1704.7 X x - PROFESSIONAL REQUIRED INSPECTIONS, AND TO PROVIDE NOTICE OF REQUIRED 4. MASONRY WALL PRIOR TO GROUTING NOTE 1 ARE EXTENDED TO OBSERVATION BY INSPECTIONS AND STRUCTURAL OBSERVATION. REINFORCING STEEL AND PRIOR TO PROPER DEPTH AND HAVE GEOTECHNICAL B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY FOR WORK TO BE CLOSING OF REACHED PROPER ENGINEER PERFORMED ON SYSTEMS DESIGNATED UNDER THE STATEMENT OF SPECIAL CLEANOUTS MATERIAL INSPECTIONS PLAN FOR WIND OR SEISMIC RESISTANCE. 5. PRECAST PRIOR TO GROUT OR NOTE 1 C. DEFINITIONS AND TERMINOLOGY USED IN THIS STATEMENT OF SPECIAL CONNECTION EMBEDS CONCRETE C. PERFORM 17041 X X SEE TABLE 3 FOR INSPECTIONS. PLACEMENT CLASSIFICATION AND GRADATION TEST TESTING OF CONTROLLED REQUIREMENTS. SPECIAL INSPECTION 6. AT END OF STRUCTURAL WORK NOTE 1 FILL MATERIAL 1. SPECIAL INSPECTION WILL BE IN ACCORDANCE WITH IBC SECTION 1704 TOGETHER OF EACH ITEM, OR IF • WITH LOCAL AND STATE AMENDMENTS. REFER TO THE TABLES CONTAINED ON THESE VISIBLE, AT END OF D.VERIFY USE OF PROPER 1704.7 - - - X .�°... X °F - - -- _ - SEE TABLE 3 FOR GENERAL SHEETS FOR PROJECT SPECIFIC INSPECTION TYPES AND FREQUENCIES. ALL STRUCTURAL MATERIALS, DENSITIES WORK FOR DENSITY TEST DETERMINATION AND LIFT THICKNESSES REQUIREMENTS 2. SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED INSPECTOR OF FINAL CONDITION DURING PLACEMENT AND AND ASSOCIATED TESTING WILL BE PERFORMED BY AN APPROVED ACCREDITED OF STRUCTURE COMPACTION OF INDEPENDENT AGENCY. THE OWNER WILL SECURE AND PAY FOR THE SERVICES OF THE COMPACTED FILL . AGENCY TO PERFORM ALL SPECIAL INSPECTION AND ASSOCIATED TESTS. INSPECTORS NOTES: • FOR EACH SYSTEM AND MATERIAL WILL BE INTERNATIONAL CODE COUNCIL (ICC) 1. STRUCTURAL OBSERVER TO DISCUSS ITEMS AND SITE SPECIFIC CONDITIONS WITH E PRIOR TO PLACEMENT _ - - 1704 7 - X ---- ___ -- X .PROFESSIONAL _ _. SEE TABLE 3 FOR CERTIFIED OR OTHERWISE APPROVED BY THE BUILDING OFFICIAL. SPECIAL INSPECTOR AND FIELD INSPECTION STAFF DURING OBSERVATION. OF COMPACTED FILL, OBSERVATION BY DENSITY TEST OBSERVE SUBGRADE AND GEOTECHNICAL REQUIREMENTS 3. THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH SPECIAL INSPECTION FOR SEISMIC RESISTANCE VERIFY THAT SITE HAS ENGINEER THE APPROVED CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION. ALL BEEN PREPARED DISCREPANCIES WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR 1. SPECIAL INSPECTIONS REQUIREMENTS FOR SEISMIC RESISTANCE WILL BE IN PROPERLY FOR CORRECTION. ACCORDANCE WITH IBC SECTION 1705.3 TOGETHER WITH LOCAL AND STATE AMENDMENTS. I 4. SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO THE GENERAL ENGINEER, CONTRACTOR, BUILDING OFFICAL, AND OWNER WITHIN ONE WEEK OF 2. SPECIAL INSPECTIONS REQUIREMENTS FOR SEISMIC RESISTANCE SHALL APPLY TO THE 1. INSTALLATION OF 1703.4 1CC - )( X INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION. INSPECTIONS FOR WHICH SYSTEMS AND COMPONENTS LISTED IN TABLE 4. MATERIALS THAT REQUIRE 1704,15 ITEM 3 EVALUATION REPORTING WILL BE REQUIRED ARE NOTED IN THE TABLES CONTAINED ON THIS ADDITIONAL REPORTS STATEMENT OF SPECIAL INSPECTIONS. 3. MAIN SYSTEMS REQUIRED TO BE COVERED UNDER PROJECT SPECIAL INSPECTION MANUFACTURER'S REQUIREMENTS INCLUDE THE FOLLOWING TOGETHER WITH THEIR CONNECTIONS. INSTRUCTIONS BEYOND 5. AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT DOCUMENTING REQUIRED REFER TO SPECIFICATIONS. CODE REQUIREMENTS SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES WILL STRUCTURAL ,- BE SUBMITTED. -- _.._, . SEE TABLE 2 STRUCTURAL OBSERVATION NOTES: 1. PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS, IN SOME CASES 1. STRUCTURAL OBSERVATION WILL BE IN ACCORDANCE WITH IBC SECTION 1710 PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT, THE TOGETHER WITH LOCAL AND STATE AMENDMENTS. REFER TO PROJECT SPECIFIC COMPLETION INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING NOTES ON THIS SHEET. 2. ONSITE STRUCTURAL OBSERVATION WILL BE PERFORMED FOR EACH IDENTIFIED SEISMIC FORCE - RESISTING SYSTEM, INCLUDING FOUNDATIONS AND CONNECTIONS. REFER TO THE GENERAL STRUCTURAL NOTES, DRAWING FOR THE BASIC SEISMIC - AND WIND- RESISTING SYSTEMS FOR THE STRUCTURES INCLUDED IN THE WORK. 3. STRUCTURAL OBSERVATION WILL BE PERFORMED BY A REGISTERED PROJECT DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY REQUIRED SPECIAL INSPECTIONS OR INSPECTIONS BY THE BUILDING OFFICIAL. 4. STRUCTURAL OBSERVATION REPORTS, NOTING ANY DEFICIENCIES IN OBSERVED CONSTRUCTION, WILL BE DELIVERED TO THE CONTRACTOR, BUILDING OFFICIAL, AND OWNER FOLLOWING EACH OBSERVATION. THE CONTRACTOR WILL BE NOTIFIED ON -SITE OR BY PHONE OR EMAIL WITHIN 24 HOURS UPON FINDING DEFICIENCIES. 5. AT THE CONCLUSION OF CONSTRUCTION, A WRITTEN STATEMENT WILL BE PROVIDED TO VERIFY THAT THE STRUCTURAL OBSERVATION SITE VISITS WERE MADE AND WHETHER THERE REMAIN ANY STRUCTURAL DEFICIENCIES THAT HAVE NOT BEEN RESOLVED. 6. STRUCTURAL OBSERVATION WILL INCLUDE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM FOR EACH STRUCTURE CONTAINED IN THE WORK. THE CONTRACTOR SHALL SCHEDULE AND FACILITATE STRUCTURAL OBSERVATION INCLUDING THE FOLLOWING: ORI G PRO � CLEAN WATER SERVICES SHEET TITLE GENERAL _ ORN GTM DATE: FEB 2010 SHEET: 1'1 Of: 140 DWG M: DSN: ALF DWG #7 001 -G -012 PLOT JUNE 2010 ' _ x THIS BAR IS ONE INCH deanAber Services C 1"12M H I LL DURHAM AWWTF STRUCTURAL _ PLOT �� _ 2 .r - _•� xt� CHK: BSH CAD FILE k. WHEN DRAWING IS FULL Ooreummit .ntIrcIw PHASE 5B1 SPECIAL INSPECTION NOTES PLC «: XXXX `° SCALE. NO DATE N APVR DESCRIPTION APPD: LEO SCALE: NONE HEADWORKS IMPROVEMENTS AND TABLES SHEET 1 CWS ' • -ar 111 ■ REV H DATE DAN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PROJ # 6410 El • TABLE 2 TABLE 2 REQUIRED STRUCTURAL SPECIAL-INSPECTION REOUIRCD STRUCTURAL SPECIAL INSPEC REQUIRED REQUIRED PERIODIC REPORTING BY PERIODIC REPORTING BY OWNER CONTINUOUS SPECIAL OWNER CONTINUOUS SPECIAL FURNISHED OWNER INSPECTOR TO FURNISHED OWNER INSPECTOR TO SPECIAL FURNISHED DESIGNATED TESTING FOR SPECIAL FURNISHED DESIGNATED TESTING FOR 2009 IBC CODE REFERENCED INSPECTION SPECIAL DISTRIBUTION SPECIAL 2009 IBC CODE REFERENCED INSPECTION SPECIAL DISTRIBUTION SPECIAL SYSTEM REFERENCE STANDARD (SEE NOTE 1) INSPECTION _ LIST _ COMMENTS INSPECTION ,. SYSTEM REFERENCE STANOARD , (E NOTE 11 INSPECTION UST _ COMMENTS INSPECTION CONCRETE MASONRY LEVEL 1 1, INSPECTION OF 1704,4, ACI 311 35. X x 4 AS MASONRY REINFORCING STEEL 19011, 19071, 71-7,7 CONSTRUCTION BEGINS, 1907,7, 19114 THE FOLLOWING SHALL . . 2. INSPECT BOLTS TO BE 17044, ACI 318: 112, X X BE VERIFIED TO ENSURE INSTALLED IN CONCRETE 1911.5 21.2,8 COMPLIANCE: PRIOR TO ANC) DURING PLACEMENT OF . A. PROPORTIONS OF 1704.5,2 AC/ 530 1: X X CONCRET . SITE-PREPARED Art 2 OA 3, INSPECTION OF 1911 ACI 318: 31,8, X X - _ Ma.aT- - 1 B CONSTRUCTION OF 1704.5 2 ACI 530,1: )( X ANCHORS INSTALLED IN 8.13, 21.21 MORTAR JOINTS rt. 33B ,HAROENEL? CONCRETE ,, , _ - C. LOCATION OF 1704,5.2 ACI 530A. M. X X 4 VERIFY USE OF 1704,4, ACI 318: at 4, X X REINFORCEMENT AND la, 3.1A REQUIRED DESIGN MIX 190422. 5.2-5 4 Cs NECTORS 19052-19054, 5 THE INSPECTION 19132, 19133 PROGRAM SHALL VERIFY: S AT THE TIME FRESH 17044 , ASTM C 172, X X SEE TABLE 3 CONCRETE IS SAMPLED 19O6 1913.10 ASTM C 31, FOR CONCRETE A. SIZE AND LOCATION 1704.5,2 ACI 530,1: At X X TO FABRICATE ACI 311 51, 18 TEST OF STRUCTURAL 32F SPECIMENS FOR REQUIREMENTS ELEMENTS STRENGTH TESTS, B. TYPE, SiZE AND 1704.12 ACI 530 Sec. X X PERFORM SLUMP AND . LOCATION OF 122(e), 1.18.1 AIR CONTENT TESTS. - . ANCHORS, INCLUDING AND DETERMINE THE i OTHER DETAILS OF TEMPERATURE OF THE ANCHORAGE OF pONC:FIFTF . .. MASONRY TO . .. 6. INSPECTION OF 1704.4, ACI 318, 51, X X STRUCTURAL . CONCRETE PLACEMENT 19051, 190510. 510 MEMBERS, FRAMES, OR FOR PROPER 19131, 19133. OTHER CONSTRUCTION APPLICATION 19118 7 INSPECTION FOR 17134A, ACI 311 5 11- ' X X C SPECIFIED SIZE, 1704.5.2 ACI 530: Sec.. X X MAINTENANCE OF 1905,11- 5.13 GRADE AND TYPE OF 1.15 SPECIFIED CURING 1905,13, REINFORCEMENT, ACI 530.1: Art TEMPERATURE AND 1913 - 9 ANCHOR BOLTS, AND 2,4, 14 . j...1. • °RAGES 8. ERECTION OF 1704,4 ACI 31 It Ch 16 X ' X D PREPARATION, 1704,52 ACI 530.1: M. X X PRECAST CONCRETE CONSTRUCTION. AND 2104 3 2104.4 1,8C, 1,80 MEMBERS PROTECTION OF 9, INSPECT FORMWORK 1704,4, 19061 ACI 318: 6.1A X X MASONRY DURING FOR SHAPE. LOCATION COLD WEATHER (TEMP AND DIMENSIONS OF THE BELOW 40 DEGREES F) CONCRETE MEMBER OR HOT WEATHER BEING FORMED (TEMP ABOVE 90 MASONRY LEVEL 1 DEGREES F) 1, VERIFY COMPLIANCE 1704.5,2 ACI 530.1: _ X X 6. PRIOR TO GROUTING, i WITH INSPECTION Art. 1.5 THE FOLLOWING SHALL .-- PROVISIONS OF BE VERIFIED TO ENSURE . .7: CONSTRUCTION COMPLIANCE DOCUMENTS AND A GROUT SPACE IS 1704,5.2 ACI 590.1. Art, X X ii APPROVED SUBMITTALS E CLEAN 3,20 , B PLACEMENT OF 17041.2 ACI 530: Sec. X X '. 2. VERIFICATION OF I', AND f PRIOR TO Art 1 4B 1704.52 AO 530 1 X X REINFORCEMENT AND 1,13 CONNECTORS, AND Act 5311 An CONSTRUCTION EXCEPT - NO . ' -1 • WHERE SPECIFICALLY C PROPORTIONS OF 1704.5,2 ACI 530.1: Art X EXCEMPTED BY CODE SITE-PREPARED GROUT 265 0 O 3. FOR SELF- 1704 — ACI 530,1: ' X X D CONSTRUCTION OF 1704.5.2 ACI 530,1: Art X X CONSOLIDATING GROUT: Art 1.58.1,13 MORTAR JOINTS 3.38 VERIFICATION OF SLUMP FLOW AND VS1 AS 7 GROUT PLACEMENT 1705, 4.2 ACI 530 Art ,1: A I SHALL BE VERIFIED TO 3,5 0 DELIVERED TO THE SITE. ENSURE COMPLIANCE _1 X X X X SEE TABLE 3 ci. 8, PREPARATION OF ANY 1704.5.2, ACI 530.1: Art REQUIRED GROUT 2105.2.2, 2105,3 1.4 FOR UNIT SPECIMENS, MORTAR STRENGTH SPECIMENS, AND/OR TESTS (PRISM 1 : 0 0 PRISMS SHALL BE TEST) FOR Di •,: • !a i D _ . :. ' • . 1 Lo FR PI ,,, I , C1149 .I . ■ Dam GTM =S FEB 2010 PROJ NAME: SHEET TITLE SHEET: 13 ' 140 DWG # E E) m■ _ CLEAN WATER SERVICES GENERAL , .. 1 DSN: ALF owe t. 001-G-013 PLC'T JUNE 2010 Ili THIS BAR IS ONE INCH Services CH211/1HILL DURHAM AVVVVTF STRUCTURAL DATE 3 CHIC BsH CAD FILE • WHEN DRAWING IS FULL w , SCALE. NO DATE N APVR DESCRIPTION Oar commitment h dear PHASE 5B1 SPECIAL INSPECTION PLC • )000( 001-G-013 w I Ev..94vo 1 -J APPD: LEC SCALE: NONE LT. REV i DATE DRN RPM DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Orsgon 97123-9379 HEADWORKS IMPROVEMENTS TABLES SHEET 2 cws 6410 PROJ /1: EN TABLE 2 . TABLE 3 REQUIRED STRUCTURAL SPECIAL INSPECTION FOR REQUIRED SPECIAL INSPECTION — ____. . . - ----- REQUIRED " REQUIRED , . . REPORTING TO PERIODIC ' Ntritnitl TM* IST ,.: vt.IGNATED ' OWNER CONTINUOUS SPECIAL 2009 BC CODE i DISTRIBUTION FURNISHED OWNER INSPECTOR TO MATERIAL, TYPE OR SCOPE sTANDAND REFERENCE i FREQUENCY BY WHOM LIST COMMENTS .. SPECIAL FURNISHED DESIGNATED TESTING FOR GEOTECHNICAL 2009 IBC CODE REFERENCED INSPECTION SPECIAL DISTRIBUTION SPECIAL CONTROLLED FLI GRADATION ASTM 0422 1704.7 i SECTION 31 23 OWNERS X SYSTEM REFERENCE STANDARD (SEE NOTE1) INSPECTION . LIST COMMENTS INSPECTION , 23, FILL AND APPROVED STEEL ; BAC KF ILL "IESTING 1 MATERIAL . . AGENCY ....... . VERIFICATION OF HIGH-, CONTROLLEDFILL DENSE) ASTM D1556, 1704.7 I SECTION 31 23 OWNER'S X STRENGTH BOLTS. NUTS, 02922 i 23, FILL AND APPROVED AND WASHERS: . BACKFLL TESTING A IDENTIFICATION 1704 3 Applicable ASTM X X AGENCY MARKINGS TO Matenal . ... PREPARED SUBGRADE DENSITY ASTM 01558, 1704.7 1 SECTON 31 23 °mord - -- x CONFORM TO ASTM Specifications; D2922 13SUBGRADE APPROVED STANDARDS SPECIFIED AISC 360 Sac ' PflE.PARAT1ON TesTwo IN THE APPROVED A3.3 AGENCY CONSTRUCTION • toNctiETE .. • DOCUMENTS CONCRETE ----- SIREN ASTM cao 17044, 1975.6 ONCE EACH I OWNERS X DAY, BUT NOT TESTING B. MANUFACTURER'S 1704.3 X X i i LESS - THAN AGENCY CERTIFICATE OF 1 1 ONE SAMPLE COMPLIANCE REQUIRED 1 FOR EACH 150 , I CUBIC YARDS 2, INSPECTION OF HIGH. OR 5,000 SET . STRENGTH BOLTING: ., OF WALLS OR A. SNUG-TIGHT JOINTS 17043,3 AISC 360 Sec. X X SLABS PLACED M2.5 _ - 3. MATERIAL CONCRETE SLUMP ASTM 0143, - 1704,4 ONE SAMPLE WAVER'S X VERWICATION OF C94 I PER STRENGTH, TESTING STRUCTURAL STEEL; . 1 TEST . AGENCY A FOR STRUCTURAL 1704,3, 170E3, MSC 360: See. X X J I STEEL, IDENTIFICATION 2203.1 M5.5 CONC FETE AIR CONTENT ASTM C231, 1704 4 ONE SAMPLE OWNER'S X MARKINGS TO 094 PER STRENGTH TESTING CONFORM TO AISC 360 • i TEST AGENCY 04 i- CONCRETE TEMPERATURE ASTTI4 C1064 17 A i ONE SAMPLE OWNER'S X --- , B. FOR OTHER STEEL, 1704.3, 1708.3, APPLICABLE X X : PER STRENGTH TESTING IDENTIFICATION 2203.1 ASTM TEST AGENCY MARKINGS TO MATERIAL ... CONFORM TO ASTM STANDARDS MASONRY STANDARDS SPECIFIED CONCRETE MASONRY UNIT STRENGTH ASTM 0140 210522.12 : TEST 6 UNTS CANNERS X IN THE APPROVED I PER EVERY , TESTING , C. MANUFACTURERS 1704,3 X ' 500000R AGENCY • i FRACTION • CERTIFIED TEST REPORTS ---- 1 THEREOF — ______ I PRIOR TO 4. MATERIAL VERIFICATION OF WELD CONSTRUCTION aux R MATERIALS: . . — . : COMPRESSIVE ASTM C1019. 210522.1 i THREE OVIOIERS X A IDENTIFICATION 1704.3 AISC 360 Set. X X MASONRY STRENGTH OF ! SAMPLES TESTING MARKINGS CONFORM A3,5 AND GROUT i PRICR TO AGENCY TO AWS APPLICABLE 'CONSTRUCTION • SPECIFICATIONS IN THE AWS A5 APPROVED DOCUMENTS STEEL _ CONSTRUCTION , STRUCTURAL STEEL ULTRASONIC OR AWS 01.1 1704.11 I SECTION 05 05 CONTRACTORS X ISPECIAL INSPECTOR DOCIIMENTS . B, MANUFACTURERS 1704.3 X RAMOGRAPHC i 23, Vi.ELDING APPROVED 'SHALL MONITOR 2 X EL , NONDESTRUCTIVE TESTING PROCEDURES AND & CERTIFICATES OF - TESTING . AGENCY RESULTS OF TESTING o P COMUANCE REQUIRED v PERFORMED ON , • .. . ,. ,, GROOVE AND BUTT' Lit 'S.A. INSPECTION OF JOINT WELDS 2 WELDING, STRUCTURAL P 1- STEEL AND COLD- S FORMED STEEL DECK: , a 1. COMPLETE AND 1704.3.1 AWS DI .1 X X PARTIAL PENETRATION GROOVE WELDS 0 2. MULTI-PASS FILLET 1704 3.1 AWS D1,1 X X i WELDS ..... .. . - DI 3. SINGLE-PASS FILLET 1704.31 AWS D1 1 X X i- < WELDS > 5/16" o 4. PLUG AND SLOT 1704,31 AWS D,1 X 1- o WELDS ...1 , . . a 5, SINGLE-PASS FILLET 1704.3.1 AWS D1.1 X X , WELDS <=, 5/16' , c NOTES: . ED -0 . 1, PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS, IN SOME CASES F PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT, THE 76; COMPLETION INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING cni A cki3C7: , 0 , -4. o . MC GTM g FEB 2010 PROJ NAME: SHEET TITLE: °MET: 14 OF: 140 °W" .— CD - CLEAN WATER SERVICES GENERAL ci. DSN: ALF [mot 001-G-014 — PLOT JUNE 2010 THIS BAR IS ONE INCH aeanWater CH2MHILL DURHAM A STRUCTURAL ow: BSH coo FILE # WHEN DRAWING IS FULL Veirlrfj SCALE. Oar comaitmeat Is a. PHASE 5B1 SPECIAL INSPECTION 001-G-014 PLC t )000( NO DATE N APVR DESCRIPTION ut ElIWESIE ARPD: LEC SCALE: NONE REV // DATE DRS RPM DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 HEADWORKS IMPROVEMENTS TABLES SHEET 3 cws 6410 PROJ II: EN IL ...- ....■.■1■16 TABLE 4 REQUIRED SPECIAL INSPECTION FOR SEISMIC RESISTANCE FOR STRUCTURAL SYSTEMS REFER TO TABLE 2 FOR STANDARD STRUCTURAL SPECIAL INSPECTION REQUIREMENTS THE SEISMIC DESIGN CATEGORY ISM) FOR MS PROJECT IS O sr INSPECTION PERIODIC REPORTING BY REQUIRED FOR OWNER CONTINUOUS SPECIAL FOLLOWING FURNISHED OWNER INSPECTOR TO COMMENTS SEISMIC SPECIAL FURNISHED DESIGNATED FOR DETAILS, REFER TO TESTING FOR DESIGN 2009 IBC CODE STANDARD OR INSPECTION SPECIAL DISTRIBUTION SPECIFICATION SECTION SPECIAL SYSTEM CATEGORIES REFERENCE CODE (SEE NOTE 1) INSPECTION LIST 01 46 33 INSPECTION ELECTRICAL INSTALLATION OF OTHER 'O" AND ABOVE 1707.1 ITEM 2 - X X -NOTES 2 & 3 SEISMIC SUPPORTS FOR DESIGNATED ELECTRICAL SYSTEMS AND THEIR COMPONENTS _ PROCESS MECHANICAL _ ' INSTALLATION OF OTHER D' AND ABOVE 1707.1 ITEM 2 X X "NOTES 2 & 3 , SEISMIC SUPPORTS FOR DESIGNATED MECHANICAL SYSTEMS AND THEIR COMPONENTS BUILDING MECHANICAL .. - INSTALLATION OF FIRE "D' AND ABOVE 1707.1 ITEM 2 X - X - PROTECTION SPRINKLER SYSTEM INSTALLATION OF OTHER. 'D' AND ABOVE 1707.1 ITEM 2 X X NOTES 2 & 3 SEISMIC SUPPORTS FOR DESIGNATED MECHANICAL SYSTEMS AND THEIR COMPONENTS , STRL>CTURAL - SEISMIC - FORCE- 'C AND ABOVEI 1707 117041 1 X X RESISTING SYSTEMS NOTES 1 _ PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS, IN SOME CASES PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT. THE COMPLETION INSPECTION SHALL. BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK. PROCEEDING AND COVERING THE INSPECTED WORK 2 TESTING OF SYSTEMS AND THEIR ANCHORAGE SHALL BE IN CONFORMANCE WITH 2006 IBC SECTION 1706 4 3. CERTIFICATION Of SYSTEMS AND THEIR ANCHORAGE SHALL BE IN CONFORMANCE WITH 2008 IBC SECTION 1708,4, . TABLE 6 TESTING FOR SEISMIC RESISTANCE a - r " REQUIRED - ,., REPORTING TO 0 DESIGNATED N 2009 IBC CODE DISTRIBUTION , di MATERIAL TYPE OR SCOPE STANDARD REFERENCE FREQUENCY BY WHOM LIST COMMENTS REINFORCING STEEL P ASTM A615 REINFORCING MEET TESTING ACI 318: Sec. 1708.2 EACH SHIPMENT MANUFACTURE X REQUIRED FOR a STEEL USED TO RESIST REQUIREMENTS 211.5.2 R STRUCTURES ASSIGNED FLEXURAL AND AXIAL AND PROVIDE TO SEISMIC DESIGN FORCES IN SPECIAL CERTIFIED MILL CATEGORY B, C, 0, E, OR MOMENT FRAMES TEST REPORTS F 0 0 NOTES' di 1. TESTING AND QUALIFICATION FOR SEISMIC RESISTANCE ARE REQUIRED FOR SEISMIC•FORCE- RESISTING SYSTEMS IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E, OR F, UNLESS OTHERWISE NOTED. 0 r O a C co a co co Lc r co �� uCTU � ap t , ., �, l a c o DM: GTM DnTE: ■ FEB 20,0 PROD NAME: SHEET TITLE: SHEET 15 °F: 140 DWG* L.4 1111Ws ∎ CLEAN WATER SERVICES GENERAL DURHAM AWWTF STRUCTURAL JUNE 2010 �H: ALF oD001-G-015 CH2MHILL ROT 001 -G -015 WrF DATE tii THIS BAR IS ONE INCH Q�II �1 3 CHIC: BsH CAD FILE k WHEN DRAWING IS FULL Oar eeoitmnt4cher PHASE 5B1 SPECIAL INSPECTION aCS: XXXX w SCALE. NO DATE N APVR DESCRIPTIO c ra LL AP D LEC SCALE: NONE REVS DATE o DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS TABLES SHEET 4 ..6410 EN. PIPE AND FITTING SYMBOLS VALVE SYMBOLS VALVE DESIGNATIONS DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE SINGLE LINE DOUBLE LINE MANUAL VALVES AND CHECK VALVES {� 1 EXISTING PIPE -- r }- 0 REDUCING BUSHING D4 GATE lir -, k 11=.-- t i NEW PIPE — I1 1 UNION D4 KNIFE GATE It OR IV g • + + {� • i• • EXISTING PIPE TO BE ABANDONED — I )1 k. — I BUTTERFLY i 4 OR SIZE OF VALVE � ^ T V E� [ CAP C� GLOBE 3* OR to J •o.•.•♦ee.'..<- VALVE DESIGNATION - ,, - • EXISTING PIPE TO BE REMOVED 5 ANCHOR w BALL let OR IOU VALVE TYPE, SEE SPECIFICATIONS WELDED JOINT f ` 1 SEATING PORT I 1 ELBOW, 90 DEGREE CONTROL VALVES GROOVED END JOINT ECCENTRIC PLUG OR 1M FLANGED JOINT ill* I _ I CROSS —Ka PLUG OR COCK 1{0i: OR I CI 110101*-- • I { TEE Ch NEEDLE 1[4: OR MECHANICAL JOINT & �1' VALVE FUNCTION t PROPRIETARY RESTRAINED JOINT y / BELL & SPIGOT JOINT (LEADED) �� \, I X ELBOW, 45 DEGREE �N— DIAPHRAGM _ OR ICU FV 0501 %It. CIKI PINCH 11:81r OR o I•II Y' UNIQUE TAG NUMBER - Y f t S HUB & SPIGOT JOINT � � -�� SWING CHECK OR� NOTE: (RUBBER GASKET) I I �� • I I AT E SEE I &C LEGENDS FOR FURTHER DEFINITIONS AND ACTUATOR TYPES. • I II BALL JOINT K) I BALL CHECK OR it - �II� = II I SELF- CONTAINED REGULATING VALVES ADAPTER SIDE HOSE VALVE (HV- X) OR (V -X) - - - .- - GROOVED END ADAPTER FLANGE � X = NO. IN SPECS — I2 — FLANGED COUPLING ADAPTER NOTES: © SAMPLE 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS. f MUD - FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE 20PRV0501 CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS. PRESSURE RELIEF �� FLEXIBLE COUPLING 2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING UNIQUE TAG NUMBER. SEE SELF - - VIII SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. CONTAINED VALVE SCHEDULE IN p ® META BELLOWS IXP JOINT 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT -LINED AND /OR SCREENED AND IS NOTED •4 AIR AND /OR VACUUM RELEASE THE SPECIFICATIONS AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN HEAVY - LINED. REGULATED SIDE VALVE TYPE AND FUNCTON. SEE I &C {� (} LEGENDS FOR FURTHER DEFINITIONS I F � -- - II ELASTOMER BELLOWS EXP JOINT PRESSURE CONTROL (INTERNAL PILOT) U-U- PROCESS OR FACILITY NUMBER. REGULATED SIDE 05 = YARD - (OM OI ELBOW UP 95 = CONTROL BUILDING PRESSURE CONTROL (EXTERNAL PILOT) SEE P &IDS FOR PROCESS VALVES CI ELBOW DOWN MULTI -PORT VALVE, _ 411=i _ ARROWS INDICATE PATTERN. SEATING TING PORTS ARE E IMPLIED BY INDICATED FLOW PATTERN. - � l 101 TEE UP �/ O TELESCOPING SCUM VALVE - 110I1�iIffi: 401 TEE DOWN -.- ) I LATERAL UP MECHANICAL LEGEND AND NOTES i � m �� ii JJllll�� GENERIC PIPING NOTES g - -E- IC I LATERAL DOWN GATE SYMBOLS ACTUATOR SYMBOLS 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN CONCENTRIC REDUCER ELEVATION VIEW PLAN VIEW OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE II - _Er THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 0 H PNEUMATIC DIAPHRAGM HYDRAULIC 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY • I = SLUICE APPROXIMATE. CONTRACTOR SHALL DESIGN SUPPORTS AS SPECIFIED. I II � h ECCENTRIC REDUCER i III ' 4. ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES SHALL BE USED WHEREVER PNEUMATIC CYLINDER T MANUAL PIPING PASSES FROM A STRUCTURE TO BACKFILL. 5. ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH I I BUTTERFLY THRUST PROTECTION AS SPECIFIED, UNLESS OTHERWISE NOTED. THRUST PROTECTION o SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. E l' PIPING DESIGNATION ❑M SOLENOID 6. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING 1) FLAP ELECTRIC MOTOR L COMPONENTS ARE NECESSARILY USED IN THE PROJECT. EXAMPLE: 12' NPW 7. ALL BURIED PIPING SYSTEMS THAT ARE REQUIRED TO BE PRESSURE TESTED PER THE PIPING SCHEDULE IN THE DRAWINGS SHALL BE INSTALLED WITH EVERY JOINT 1- FJH RESTRAINED. FLANGED, WELDED AND SCREWED JOINTS ARE SELF - RESTRAINED JOINTS r•i SHEAR ELECTRO HYDRAULIC AND REQUIRE NO FURTHER RESTRAINT SYSTEM. BURIED DUCTILE IRON PIPING THAT IS o_ J REQUIRED TO BE RESTRAINED SHALL BE PROVIDED WITH RESTRAINED MECHANICAL 12' PW JOINTS OR PROPRIETARY RESTRAINED JOINTS AS SPECIFIED. ALL OTHER ITEMS SUCH T SERVICE, SEE DRAWING 001 -G -017 AS COUPLINGS AND VALVES SHALL BE PROVIDED WITH A RESTRAINT SYSTEM. THRUST FOR PIPE SCHEDULE BLOCKS ARE NOT ALLOWED. C ] FABRICATED SLIDE v PIPE DIAMETER - 8. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND co cn MECHANICAL EQUIPMENT. C C STOP LOG ' 30g1 4 W 9. WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID JOINT TYPE, UNLESS 4� r n r"l OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD tio o 'o FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER. 1 / 7 . 4 01", 3 DRN: ERB �, FEB 2010 PROJ NAME: . sHEEr TIRE: SHEET 16 �: 140 DwO k. $ INI■ CLEAN WATER SERVICES GENERAL ; . WM GMM DWG K: 001 -G -016 KM. JUNE 2010 Mat 1 iii THIS BAR IS ONE INCH lnWatel .7GLYA.ZS C H2M H I LL DURHAM AWWTF MECHANICAL _DATE: 001-G-016 3 CHK: KGC CAD FILE M WHEN DRAWING IS FULL P HASE 561 LEGEND SCALE. Ow commitment b elder PLC 1/: )000( I EXF', E - XO - NO DATE N APVR DESCRIPTION APPD: LEC SCALE: NONE REV DATE --_ APPD DESCRIPTION 2550 SW Hillsboro H w y. H illsboro, Oregon 97123-9379 APP IMPROVEMENTS P 6410 u_ P t. PIPING SCHEDULE - - . TEST FLOWSTREAM I SERVICE INSTALLATION (NOTE 3) MATERIAL Color of Pipe TEST TYPE SPECIFICATON 1 LINING t COATING (NOTE 5) SIZE(S) Band Color Label Color PRESSURE REMARKS (NOTE 1) (NOTE 2) (NOTE 4) (Tnemec No.) (P$IG) (NOTE 6) SECTION ARD ,ACIp-RESISTANT D RAIN A LL. ALL PP BARE/BARE GRAY (BJ45) WHITE WHITE G G 152 00-23 COND CONDENSATE DRAIN ALL ALL CU BARE / NO.10 AND NO,4 GRAY (B..145) WHITE WHITE G G 15200-13 CW CITY WATER ALL ALL CU BARE I NO.10 AND NO.4 GRAY (BJ45) BLACK BLACK 150 H 15200-13 CWH CITY WATER HOT ALL ALL CU BARE I NO.10 AND NO.4 GRAY (BJ45) BLACK BLACK 150 H 15200-13 PIPING SHALL BE INSULATED PER SECTION 15085, • BUR, EXP PVC BARE/BARE BARE WHITE WHITE 15 H 15200-10 USE WHERE INDICATED ON THE DRAWINGS. BUR CEMENT ( POLY D DRAIN (PROCESS) ALL EMB CEMENT / N0.7 CLDI 15 H 15200-01 ,EXP CEMENT / NO.4 GRAY (13,445) WHITE WHITE SUB CEMENT I N0,2 - EXP (INDOORS) AL, SSC, SSD BARE I BARE NONE RED RED 0.5 P 15890 or 15892 MATERIAL SELECTION CONTRACTORS CHOICE. FA FOUL AIR ALL BUR. EXP (OUTDOORS) FRP SEE SPEC WHITE (AA90) RED RED 0.5 P 15892 BUR CEMENT / POLY "GRIT" FLOW STREAM SHALL USE LONG RADIUS ELBOWS. THIS _ . . EMB CEMENT / NO.7 REQUIREMENT IS NOT APPLICABLE TO 'GRIT/OF". BAND COLOR GRIT. GRIT/OF GRIT, GRIT/OF ALL CLDI 75 H 15200-01 . EXP CEMENT / NOA BROWN (AG12) MACK/BLUE, BLACIQBLUE AND LABEUNG SHALL BE BLACK FOR "GRIT" AND BLUE FOR SUB CEMENT / N0,2 - "GRITIOF", SAFETY ORANGE HPA HIGH PRESSURE AIR ALL EXP STL BARE / NO.4 BLUE BLUE 190 P 15200-03 (CA26) . . IRR IRRIGATION ALL BUR PVC BARE/BARE - 100 H 15200-10 SCH 40 LPA LOW PRESSURE AIR ALL _ EXP - SST BARE/BARE NONE , BLACK BLACK 30 P 15200-03 PE ._ - ... . BUR BARE/BARE 15200-19 _SDR 13,5 _ NG NATURAL GAS ALL 10 P EXP _ BARE / NO 4 _ SAFETY BLUE (BR18), RED RED 15200-03 . . <4" EXP SST BARE/BARE NONE BLACK BLACK 15200-08 USE ONLY WHERE SST IS INDICATED ON THE DRAWINGS. ALL • CU BARE / NO.10 AND NO.4 15200-13 UNLESS OTHERWISE INDICATED. USE COPPER. BUR CEMENT NPW NON-POTABLE WATER - - - 150 H EMB CEMENT / NO.7 >=4" CLDI . 15200-01 EXP CEMENT / NO.4 GRAY (BJ45) BLACK BLACK SUB CEMENT / NO.2 - OD OVERFLOW DRAIN ALL EXP CISP BARE / NO.4 BROWN (AG12) BLUE BLUE PC PC 15200-04 ' PW POTABLE WATER ALL ALL CU BARE I NO.10 AND NO.4 150 H 15200-13 ' BUR CEMENT / POLY EMB CEMENT / NO.7 RS RAW SEWAGE ALL - CLDI - - 75 H 15200-01 EXP CEMENT / NO.4 Brown (AG12) BLACK BLACK SUB CEMENT / NO.2 BUR PVC BARE / BARE .. - . 02632 RD ROOF DRAIN ALL PC PC EXP CISP BARE/NO.4 GRAY (8J45) WHITE WHITE 15200-04 OUTDOOR PLENUM CONNECTION, AS INDICATED ON THE SA SUPPLY AIR ALL EMB, BUR HDPE BARE / BARE - - - - TAB 15200-19 DRAWINGS. - _ 10" , , RCP SAN SANITARY SEWER BUR BARE / BARE - - - PC PC 02632 EITHER PIPE MATERIAL IS ACCEPTABLE, ALL PVC , RCP SD STORM DRAIN BUR BARE/ BARE - - - G G 02632 EITHER PIPE MATERIAL IS ACCEPTABLE. ALL PVC I XXN VENT XX=PRIMARY SERVICE (NOTE 1) NOTES: 1. WHERE PIPING CARRIES TWO OR MORE SERVICE DESIGNATIONS, THE PIPING 4. AL: ALUMINUM 5. SYSTEM NO,: IN ACCORDANCE WITH PAINTING AND PROTECTIVE COATINGS SPECIFICATION m MATERIAL SHALL CONFORM TO THE MATERIAL OF THE FIRST SERVICE LISTED CISP: CAST IRON SOIL PIPE CEMENT (CLDI): AWWA C104 MORTAR LINING D. a GRITN REFERS TO GRIT VENT CONSTRUCTED OF CLDI, CLDI: CEMENT LINED DUCTILE IRON POLY: POLYETHYLENE WRAP g CU: COPPER TAPE: TAPE WRAP 6 2. SIZES MEASURED IN INCHES FRP: FIBERGLASS REINFORCED PLASTIC ' Li; "ALL" REFERS TO ALL SIZES HOPE: HIGH-DENSITY POLYETHYLENE 8. PRESSURE MEASURED IN PSI GREATER THAN PVC: POLYVINYL CHLORIDE G: GRAVITY TEST TO HIGHEST LIQUID LEVEL THAT PIPE WILL BE SUBJECTED TO o ..., "<" LESS THAN PP: POLYPROPYLENE H: HYDROSTATIC TEST TO INDICATED PRESSURE a "<=" LESS THAN OR EQUAL TO PWPE: PROFILE-WALL POLYETHYLENE P: PNEUMATIC TEST TO INDICATED PRESSURE GREATER THAN OR EQUAL TO RCP: REINFORCED CONCRETE PIPE PC: TEST PER CURRENT UNIFORM PLUMBING CODE e SSC: STAINLESS STEEL COATED DUCT TAB: TEST PER TEST AND BALANCE REQUIREMENTS SET FORTH IN SPECIFICATION SECTION 15950 1 3. ALL: REFERS TO ALL INSTALLATIONS BUR: BURIED SSD: STAINLESS STEEL DUCTWORK, TYPE 316/316L UNLESS OTHERWISE NOTED SST: STAINLESS STEEL, TYPE 304/304L UNLESS OTHERWISE NOTED til I.- EMB: EMBEDDED (IN CLSM OR CONCRETE) STL: STEEL (MILL TYPE) a o EXP: EXPOSED (INDOORS OR OUTDOORS) I- S SUB; SUBMERGED a c 03 7 CO O *0 PR° 4ff 0 - 3 3 ,,..%-.. i .3 0 ' 4 t l 4 O „.I 4 :. VoinreL PROJ NAME: SHEET TIRE: SHEET: 17 ° F: 140 °W° RND : ERB g MAY 2010 O ■im CLEAN WATER SERVICES GENERAL o PL°T JUNE 2010 kAtt TR& CON: GMM owa iv 001-0-017 0l THIS BAR IS ONE INCH aeanWaler-g?-Services CH2MHILL DURHAM AVVVVTF DATE: - 001-G-017 .< CM KGC CAD FILE 11: WHEN DRAWING IS FULL Our &mania's! Is clear PHASE 5B1 PIPE SCHEDULE rtc s: )000( j E. 6 X1-12 z SCALE NO DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENTS cws 61 0 4 APPD: LEC SCALE. NONE DESCFUPTION 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 PROJ 1/: REV # DATE DRN APPD _ . IL 1 PIPE AND FITTING SYMBOLS PIPE AND FITTING SYMBOLS (CONT) VALVE DESIGNATIONS EQUIPMENT IDENTIFICATION ACCU AIR-COOLED CONOENSING UNIT HWP HEATING WATER PUMP DOUBLE LINE SINGLE LINE SINGLE LINE MANUAL VALVES AND CHECK VALVES ACU AIR CONDITIONING UNIT HX HEAT EXCHANGER • Alit) AIR HANDLING UNIT MO MOTORIZED DAMPER • --.- - ■••••■••■ r• HOSE VALVE BFP BACKFLOW PREVENTER ON OVERFLOW NOZZLE fr 1 ---- 'a 14 NEW PIPE ----i • . _al - vAgo CP CIRCULATION PUMP P PUMP T r - I - VALVE TYPE, SEE I i SPECIFICATIONS ON DOWNSPOUT NOZZLE RD ROOF DRAIN t I • r YCO-X Z = OUTLET SIZE IN INCHES ' - VALVE DESIGNATION ECP ENVIRONMENTAL CONTROL PANEL RPBP REDUCED PRESSURE • i EXISTING PIPE TO BE 0 Y = F OO - FLR CLEANOUT EF EXHAUST FAN BACKFLOW PREVENTER AL. - it -0 ABANDONED w - WALL CLEANOUT - SIZE OF VALVE ET EXPANSION TANK SF SUPPLY FAN X = NO. IN SPECIFICATION ETP ELECTRONIC TRAP PRIMER TP TRAP PRIMER ASSEMBLY ata4f14.= 4 4(11- 1 14HPIR 4 EXISTING PIPE TO BE REMOVED 2" HD-)(Y HUB DRAIN EON ELECTRIC UNIT HEATER UN UNIT HEATER 0 z = OUTLET SIZE IN INCHES FO FIRE DAMPER WO WALL GRILLE X = NO. IN SPECIFICATION WHA WATER HAMMER =1=3- i FLANGED JOINT Y = T WITH TRAP Y = P WITH PRIMED TRAP HEATING, VENTILATING, AND HCG HCSG HIGH-CAPACiTY GRILLE HIGH-CAPACITY SUPPLY G ARRESTOR WR WALL REGISTER r FD-XY FLOOR DRAIN AIR CONDITIONING SYMBOLS HIP HEAT PUMP WSHP WATER SOURCE HEAT PUMP f=11=3- .......=41111• FLEXIBLE COUPLING o Z = OUTLET SIZE IN INCHES X = NO IN SPECIFICATION Y T WITH TRAP ion s , 1■■ 4iiiill I,, —4,— METAL BELLOWS EXP JOINT Y = P WITH PRIMED TRAP ."— II—.- WALL REGISTER OR GRILLE (SUPPLY) Z RD-X ROOF ORAiN t 0 Z = OUTLET SIZE IN INCHES dm ELBOW UP Z OD-X X = NO. IN SPECIFICATION --= ---- CEILING DIFFUSER OR REGISTER (SUPPLY) OVERFLOW ROOF DRAIN 0 z == OUTLET SIZE IN INCHES ... 4____ CEILING REGISTER OR GRILLE (RETURN AND 0.4.— ELBOW DOWN X = NO, IN SPECIFICATION EXHAUST) NQTg$.; —. 2 01: 1 0 i TEE UP 1. ONLY FLANGED FITTINGS ARE SHOWN FOR DOUBLE ONE PIPING. FITTINGS WITH OTER END PATTERNS ARE SIMILAR, -.1 ---- WALL REGISTER OR GRILLE (RETURN AND EXHAUST) 2 EXISTING PIPING AND EQUIPMENT IS SHOWN LIGHT LINED •no um= OW . , TEE DOWN AND/OR SCREENED AND IS NOTED AS EXISTING. NEW PIPING NI TURNING VANES am MOM NM AND EQUIPMENT IS SHOWN HEAVY-LINED.- GENERAL ....... —\ 1 T I so LATERAL UP ......... 45 DEGREE ENTRY DRAWING NOTES lr 1-1 VALVE SYMBOLS SD atiste c 4 LATERAL DOWN SINGLE LINE DOUBLE LINE I SMOKE DAMPER 1 THIS IS A STANDARD LEGEND ' - SHEET. SOME SYMBOLS OR C.4 GATE 4"rt FD ABBREVIATIONS ON THIS - 61011= 1,- ---"' CONCENTRIC REDUCER BUTTERFLY a OR lit I FIRE DAMPER SHEET MAY NOT APPEAR ON THE PLANS. EtIMB ' N + . ECCENTRIC REDUCER DE} GLOBE isr OR 14 II MANUAL OPPOSED-BLADE DAMPER 2, FOR FLOW STREAM IDENTIFICATIONS OF OTHER IXX:1 BALL 8 t OR lair DIVISIONS SEE OTHER LEGENDS C=1{53=3' —0.— UNION ,-- SEATING PORT ---- 7 MANUAL BUTTERFLY DAMPER SUCH AS GENERAL INSTRUMENTATION AND CONTROL, HVAC. MECHANICAL, Go KV ECCENTRIC PLUG 1 OR 1 401 1 MOTORIZED DAMPER AND ARCHITECTURAL LEGENDS. FIRE PROTECTION, STRUCTURAL FLOW SWITCH KZ PLUG OR COCK ilr OR 4 I ill THERMOMETER — 4""-.1 — SWING CHECK .1-t oR 14 INTERNAL INSULATION/SOUND ATTENUATED DUCT —40 I BALL CHECK 1•:1 OR lir 1.3 GAUGE GLASS WITH COCKS CI) FLEXIBLE CONNECTION --6,41.--.... FLEXIBLE PIPE CONNECTION I PRESSURE REA I[ 4 PLUMBING FIXTURE IDENTIFICATION AIR VENT (AUTO) R —4,r FLEXIBLE DUCTWORK AIR VENT (MANUAL) LEGEND FIXTURE , ,.. METAL BELLOWS EXPANSION JOINT / R..-- / INCLINED RISE IN DUCT (a REGULATED SIDE of ..,.. STRAINER 2. PRESSURE CONTROL i D"' -7--- INCLINED DROP IN DUCT EE EMERGENCY EYE WASH '8 ES EMERGENCY SAFETY SHOWER ti. .........411:11....=== SIGHT GLASS S El 2. SUPPLY DUCT (SECTION) SSH SINK SAFETY SHOWERkEYEWASH COMBINATION PRESSURE SWITCH 0 • SOLENOID VALVE SSK SERVICE SINK $ PRESSURE GAUGE WITH COCK 111 TO TEMPERATURE SENSOR_ 0 INTAKE. RETURN. OR EXHAUST DUCT (SECTION) HV HOSE VALVE OR HYDRANT YH YARD HYDRANT I. TEMPERATURE SENSING VALVE W • 0 *-, r HOSE RACK (TYPE AS INDICATED) - ROOM TEMPERATURE SENSOR < 0 EYEWASH I ECP 1 gXAMPLE CAU.OUT. SSH .1 0 ENVIRONMENTAL CONTROL PANEL e ii 0 SAFETY SHOWER (200) 200 SCFM l BD SAFETY SHOWERkEYEWASH FIXTURE LEGEND ............... 5. COMBINATION UNIT ra MOTORIZED VALVE. 2 WAY NO IN SPECIFICATIONS m1 oe PRESSURE DIFFERENTIAL INDICATOR en in G i'V P R 1r t c ,rf l „ m ENTHALPY SENSOR 1 t3 . 4 . ? , ..1..U2 • f ... — 9 . • / ,,, , o , ' 4 ,4 , ow. .18W MAY 2010 MO) WYE !WET Mt 5HEE7 18 " 140 ii CLEAN WATER SERVICES GENERAL Mt SCC CA,C • 001 4 " JUNE 2010 la THIs M ONE INCH 111111 Mill CleanWater CH2MHILL DURHAM AWWTF HVAC/PLUMBING OPE LEGEND AND ABBREVIATIONS p 001-G-018 i CM CJS CAD FILE • Wk.+ N DRAWING IS F1J1i Ow commies** ts dist PHASE 5B1 ic. xxxx SCALE, NO DATE DESCRIPTION ( EXP. 6-XI- €1 1 LEC se HEADWORKS IMPROVEMENTS 6410 , Appo ms NONE e..w4) E. - Iftve WA 74 ^, ,., CA . 2553 SW I-NNtoro Hwy Hifsbora, Orego4 97123-9379 Mai • SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS ONE LINE DIAGRAMS -1 ONE LINE DIAGRAMS -2 CONTROL DIAGRAMS -2 ABBREVIATION DESCRIPTION •"•■ A AMPERE, AUTOMATIC 400 CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN, �.E0 NON DRAWOUT FUSED SWITCH, MEDIUM VOLTAGE AC 3 POLE, UNO -0- - -I I - - -o- REMOTE DEVICE ALTERNATING CURRENT AFD ADJUSTABLE FREQUENCY DRIVE n AFF ABOVE FINISHED FLOOR _ - - AS �Q CIRCUIT BREAKER, STATIC TRIP UNIT, SENSOR AMP MEDIUM VOLTAGE CABLE STRESS CONE TYPE —per - -� TIME DELAY RELAY CONTACT, NORMALLY OPEN, _ AFR _ ABOVE FINISHED GRADE AF a AF TRIP AND FRAME RATINGS SHOWN, 3 POLE, UNO TERMINATION, OPEN TERMINATOR OR ELBOW 1� CLOSES WHEN ENERGIZED AND TIMED - 0U - ATS AUTOMATIC TRANSFER SWITCH n A TIME DELAY RELAY CONTACT, NORMALLY CLOSED, BFG BELOW FINISHED GRADE 100 /M CIRCUIT BREAKER, MAGNETIC TRIP ONLY, TRIP ❑ TERMINAL BLOCK LUG OPENS WHEN ENERGIZED AND TIMED OUT BKR BREAKER RATING SHOWN, 3 POLE, UNO \ O TIME DELAY RELAY CONTACT, CLOSES WHEN ENERGIZED, OPENS WHEN DE- ENERGIZED AND TIMED OUT C CONDUIT, CONTACTOR, CONDUCTOR, CLOSE 00 �urr FUSED SWITCH, SWITCH AND FUSE CURRENT RATING DELTA CONNECTION CAP. CAPACITOR 4 225 INDICATED, 3 POLE, UNO TIME DELAY RELAY CONTACT, OPENS WHEN CB CIRCUIT BREAKER SWITCH, CURRENT RATING INDICATED, 3 POLE, UNO ' WYE GROUNDED CONNECTION, SOLID GROUND d ENERGIZED, CLOSES WHEN DE- ENERGIZED AND CLE CURRENT LIMITING FUSE 100 TIMED OUT CPT CONTROL POWER TRANSFORMER CR CONTROL RELAY ,, � n ,, CT CURRENT TRANSFORMER, CABLE TRAY ® FUSE, CURRENT RATING AND QUANTITY INDICATED BUSHING CURRENT TRANSFORMER, MULTI -RATIO ° IP MOTOR SPACE HEATER 60 (3) 800/1200:5 AND QUANTITY INDICATED DC DIRECT CURRENT 1 (3) ❑ TERMINAL BLOCK, REMOTE DWG DRAWING — I I MAGNETIC STARTER NEMASZE ND FVNR OVE o °AD CONTROL DIAGRAMS -1 E EMPTY EX, EXST EXISTING 0 TERMINAL BLOCK, INTERNAL —O O— PUSH- BUTTON SWITCH, MOMENTARY CONTACT, F, FU FUSE —IAFD ELECTRONIC STARTER/SPEED CONTROL NORMALLY OPEN FREQ FREQUENCY RVSS = REDUCED VOLTAGE SOFT STARTER —® FUSE, RATING INDICATED AFD = AC ADJUSTABLE FREQUENCY DRIVE -10 PUSH- BUTTON SWITCH, MOMENTARY CONTACT, G GROUND DC = DC ADJUSTABLE SPEED DRIVE NORMALLY CLOSED GNDI GROUND FAULT CIRCUIT INTERRUPTER OFF GROUND HAND REMOTE SELECTOR SWITCH - MAINTAINED CONTACT - CHART TRANSFORMER, CONTROL POWER IDENTIFIES OPERATION WHEN NEEDED FOR CLARITY: 120V HH HANDHOLE • CABLE OR BUS CONNECTION POINT X00 HOA HAND - OFF -AUTO HP HORSEPOWER POSITION GROUND SYSTEM PLAN HS HAND SWITCH C1 X HAND OFF REMOTE X - CLOSED CONTACT 0 0 O - OPEN CONTACT HZ HERTZ © KEY INTERLOCK 1 — 0 2 0 0 X ® GROUND ROD IC INTERRUPTING CAPACITY —• S SURGE ARRESTER (GAP TYPE) ® GROUND ROD IN TEST WELL J. JB JUNCTION BOX © _o" TOGGLE SWITCH, ON -OFF TYPE — — KA MOTOR, SQUIRREL CAGE INDUCTION - KILOAMPERES HORSEPOWER INDICATED ON ` OFF — G — GROUNDING CONDUCTOR, SIZE AS INDICATED KV KILOVOLT Y 9— KVA KILOVOLT AMPERES SELECTOR SWITCH, ON -OFF TYPE KVAR KILOVOLT AMPERES - REACTIVE VS —0- GROUND ROD TO CABLE KW KILOWATTS • co ANALOG METER WITH SWITCH - SCALE RANGE SHOWN 0-600V V = VOLTAGE KW = KILOWATTS - 0_ MUSHROOM HEAD SWITCH —C FLEXIBLE GROUND STRAP LP LIGHTING (INSTRUMENTATION) PANELBOARD A = AMPERAGE KVAR = KILOVARS M MAGNETIC CONTACTOR COIL, GR PF = POWER FACTOR A INDICATING LIGHT, PUSH -TO -TEST, LED TYPE, MOTOR, MANUAL 1 V CABLE TO TOP OF GROUND ROD MCC MOTOR CONTROL CENTER DPI LETTER INDICATES COLOR MH MANHOLE, METAL HALIDE, MOUNTING HEIGHT A - AMBER G - GREEN S - STROBE PIGTAIL FOR CONNECTION TO EQUIPMENT MIN MINIMUM � DIGITAL POWER METER (MULTIFUNCTION) B - BLUE R - RED CABINET OR FRAME MSC MANUFACTURER SUPPLIED CABLE � C -CLEAR W -WHITE G EQUIPMENT GROUND BUS NC NORMALLY CLOSED NIC NOT IN CONTRACT GROUND N.O. NORMALLY OPEN N EQUIPMENT NEUTRAL BUS NT$ NOT TO SCALE I ETM j ELAPSED TIME METER 1/4,1 15 KVA ,,..., 480- 120/240V OL OVERLOAD RELAY I 1 PH TRANSFORMER, SIZE, VOLTAGE RATINGS, O MOTOR STARTER CONTACTOR COIL AND PHASE INDICATED PB PULL BOX CRX CONTROL RELAY, X INDICATES NUMERICAL ORDER PP POWER PANELBOARD IN CIRCUIT RGS RIGID GALVANIZED STEEL CONDUIT " ^ ^ ^^ SHIELDED ISOLATION TRANSFORMER ' - i - , TIME DELAY RELAY, X INDICATES NUMERICAL ORDER SPD X IN CIRCUIT SS SURGE PROTECTIVE DEVICE 480 -120V START /STOP , VOLTAGE RATING SSMS SOFT -START MOTOR STARTER 41 o ( g� POTENTIAL TRANSFORMER, QUANTITY INDICATED I I CONTACT - NORMALLY OPEN SST STAINLESS STEEL (TYPE 316) SV SOLENOID VALVE SWGR SWITCHGEAR w CONTACT - NORMALLY CLOSED f 100:5 CURRENT TRANSFORMER, RATIO(100:5) AND TC TRAY CABLE F (3) QUANTITY INDICATED (3) TYP TYPICAL O a ® CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER UON UNLESS OTHERWISE NOTED DIVISIONS. RACEWAY, CONDUCTOR AND CONNECTION V VOLTAGE, VOLTS IN THIS DIVISION VFD VARIABLE FREQUENCY DRIVE W WATTS N WP a WEATHERPROOF m I- XFMR TRANSFORMER H- a 0 O o_ NOTES: 1. THESE ARE STANDARD LEGEND SHEETS. SOME SYMBOLS AND ABBREVIATIONS m MAY APPEAR ON THE LEGEND AND NOT ON THE DRAWINGS. ✓ o6 2. FOR ADDITIONAL ABBREVIATIONS OF OTHER DIVISIONS (HVAC, MECHANICAL, AND ul STRUCTURAUARCHITECTURAL) SEE OTHER LEGENDS. , y . ` ��' ( �� . ,{gy CO �4 ' 0) f O ORIG PROJ NAME: SHEET TITLE: SHEET: OF p[+, DRN: MLW DATE: FEB 2010 19 140 DWG* CLEAN WATER SERVICES GENERAL PLOT ; i /� ^- ��l �� ii yyyy� Services C �__ �■ 2MH I LL DATE: 0 Li DSN: JLH DWG #: 001-G-019 THIS BAR IS ONE INCH <d iYYtei H DURHAM AWWTF ELECTRICAL JUNE 2010 001 -G -019 CHIC MSM CAD FILE #: WHEN DRAWING IS FULL PHASE 5B1 LEGEND SHEET 1 PLC * Z SCALE. O commitment is clear XXXX 1.. 05 II NO DATE N APVR DESCRIPTION APP LEC SCALE: NONE DESCWPTRJN 2550 SW Hill H Hillsboro, 0 DR 97123 -9319 HEADWORKS IMPROVEMENTS CN5 6410 LL REV DATE ORN APPD WY - re9 PROD SYMBOL DESCRIPTION SYMBOL DESCRIPTION CIRCUIT AND RACEWAY POWER SYSTEM PLAN -1 POWER SYSTEM PLAN -2 GENERAL CIRCUIT CONDUCTOR AND CONDUIT IDENTIFICATION XX ® CONNECTION POINT TO EQUIPMENT SPECIFIED. © CONVENIENCE RECEPTACLE - DUPLEX UNLESS NOTED RACEWAY, CONDUCTOR,TERMINATION AND CONNECTION 2 OTHERWISE IN THIS DIVISION. MCC-A WP- WEATHERPROOF C- CLOCK HANGER POWER CIRCUIT CALLOUTS COMMUNICATIONS CIRCUIT CALLOUTS ��, MAJOR ELECTRICAL COMPONENT OR DEVICE - NAME TL- TWIST LOCK CRE- CORROSION RESISTANT OR IDENTIFYING SYMBOL AS SHOWN. GFCI- GROUND FAULT CIRCUIT INTERRUPTER 2#12 #12G) j [Ell [1 "C,1 -CAT 6] • SUBSCRIPT NUMBER AT RECEPTACLE INDICATES CIRCUIT [P2] [3/4 "C,2#12,1 #12G] [P24] [1 "C,3#8,3#14,1 #10G] [E2] [1 1/4 "C,2 -CAT 6] - PANELBOARD - SURFACE MOUNTED L20R [P3] [3/4 "C,3#12,1 #12G] [P25] [1 "C,3#8,4#14,1 #10G] 20 ® RECEPTACLE, SPECIAL PURPOSE -NEMA CONFIGURATION LPXXA AND AMPERAGE INDICATED [P4] [3/4 "C,4#12,1 #12G] [P26] [1 "C,3#8,5#14,1 #10G] _ PANELBOARD LETTER OR NUMBER [P5] [3/4 "C,5#12,1 #12G] [P27] [1 "C,2#6, 1 #10G] EMPTY CONDUIT FACILITY NUMBER It SCADA NETWORK CONNECTION [P6] [3/4 "C,6#12,1 #12G] [P28] [1 "C,3#8, 1 #10G] [CE -1] [3 /4 ^C,WITH PULL STRING] LP - LOW VOLTAGE PANEL (P7] [3/4 "C,6#12,2#12G] [P28A] [1 "C,3#6, 1#8G] [CE -2] [1 "C,WITH PULL STRING] DP - DISTRIBUTION PANEL b TELEPHONE OUTLET [P8] [3/4 "C,8#12,1 #12G) [P29] [1 "C,3#6, 2#14,1#10G] ] [CE -3] [1 1 /4'C,WITH PULL STRING] = PANELBOARD - FLUSH MOUNTED [P9] [3/4 "C,3#12,2#14,1 #12G] [P30] [1 "C,3#6, 3#14,1 #10G] [CE-4] [1 1 /2 "C,WITH PULL STRING] (� TERMINAL JUNCTION BOX LIGHTING SYSTEM PLAN [P10] [3/4 "C,3#12,3#14,1 #12G] [P31] [1'C,3#6, 4#14,1 #10G] [CE -5] [2 "C,WITH PULL STRING] [P11] [3/4 "C,3#12,4 #14,1 #12G] [P32] [1"C,3#6, 5#14,1#10G] [CE-6] [3 "C,WITH PULL STRING] 0 MOTOR, SQUIRREL CAGE INDUCTION 0 o El LUMINAIRE, SEE SCHEDULE [P12] [3/4 "C,3#12,5#14,1 #12G] [P33] [1 "C,3#4,1#8G] [CE -7] (CE-5] [4 "C,WITH PULL STRING] [P13] [3/4 "C,3#12,6#14,1 #12G] (P34] [1 1/4 "C,3#4,3#14,1#8G] [5 "C,WITH PULL STRING] [P14] [3/4 "C,3#12,7 #14,1 #12G) [P35] [1 1/4 "C,3#4,5#14,1 #8G] LPXXA HOME RUN - DESTINATION SHOWN I01 LUMINAIRE, SEE SCHEDULE [P15] [3/4 ^C,2#10,1 #10G] [P36] [1 1/4 "C,3#3, 1#801 [P16] [3/4"C ,3#10,1#10G] [P37] [1 1/4 "C,3#3, 3#14,1#8G] or 1/1 / EXPOSED CONDUIT AND CONDUCTORS' 1 • LUMINAIRE WITH INTERNAL BATTERY BACKUP, G SEE SCHEDULE [P16A] [3/4 "C,4 #10,1 #10G] [P38] [1 1/4 "C,3#2, 1#6G] [P17] [3/4 "C, #10,2 #14,1 #10G] [P39] [1 1/4 "C,3#1, USG] NOTE: ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO. 12, ONE NO. 12 GROUND p-® or o--® LUMINAIRE AND POLE, SEE SCHEDULE [P18] [3/4"C,3#10,3#14,1 #10G] [P39A] [1 1/2 "C,4#1, 1#6G] CONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE [P [3/4 "C,3#10,4#14,1 #10G] [P40] [1 1/2 "C,3#1, 3#14,1#6G] NUMBER OF NO. 12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT "G" INDICATES f I or -® WALL MOUNTED LUMINAIRE, SEE SCHEDULE [P20] [3/4 "C,3#10,5#14,1 #10G] [P41] [1 1/2 "C,3#2/0, 1#6G] GREEN GROUND WIRE. [P21] [1 "C,2#8,1 #10G] [P42] [2 "C,3#3/0, 1#4G] /777 CROSSHATCHES WITH BAR INDICATE NO.10 CONDUCTOR. 0 - FLOOD LIGHTS - AIM IN THE DIRECTION SHOWN [P22] [1 "C,3#8,1 #1OG] [P43] [2 "C,3#4/0, 1#4G] SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND APPLICABLE CODE. II I STANDBY LIGHTING UNIT, SURFACE MOUNTED, ANALOG CIRCUIT CALLOUTS CONTROL CIRCUIT CALLOUTS CONDUIT AND CONDUCTOR CALLOUT, SEE LEGEND. 4 6 SEE SCHEDULE [Al] [Al] [3/4 "C,1 TYPE 3] (Cl] [3/4 "C,MSC] 0 CONDUIT DOWN XX® or m EXIT LIGHTS - FILLED SECTION INDICATES LIGHTED FACE, [A2] [1 "C,2 TYPE 3] [C2] [3/4 "C,2#14,1 #14G] ARROW INDICATES EGRESS DIRECTIONAL INDICATORS, [A3] [1 "C,3 TYPE 3] [C3] [3/4 "C,3#14,1 #14G] XX = FIXTURE NUMBER, SEE SCHEDULE [qq] [1 "C,4 TYPE 3] 0 CONDUIT UP Sa or ® SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE [C4] [3/4 "C,4#14,1 #14G] 2a INDICATES SWITCHING. SUBSCRIPT NUMBER [AS] [1 1/4 "C,5 TYPE 3] [C5] [3/4 "C,5#14,1 #14G] AT LUMINAIRE INDICATES CIRCUIT [A6] [1 1/4 "C,6 TYPE 3] [C6] [3/4 "C,6#14,1 #14G] 3 CONDUIT, STUBBED AND CAPPED $ WALL SWITCH: [Al] [1 1/2 "C,7 TYPE 3] [C7] [3/4 "C,7 #14,1 #14G] I CONDUIT TERMINATION AT CABLE TRAY 2- DOUBLE POLE P- PILOT LIGHT [A9] [1 1/2 "C,8 TYPE 3] [C8] [3/4 "C,8#14,1 #14G] 3- THREE WAY K- KEY OPERATED [A9] [1 112 "C,9 TYPE 3] [C9] [3/4 "C,9#14,1 #14G] 4- FOUR WAY D- DIMMER [Al0] (2 "C,10 TYPE 3] [C10] (3/4 "C,10#14,1 #14G] EX EXISTING CONDUIT/ DUCT BANK WP- WEATHERPROOF CRE- CORROSION RESISTANT [A11] [2 "C,11 TYPE 3] [C11] [3/4"C,11 #14,1 #14G] EX- EXPLOSIONPROOF L- MOMENTARY 3 -WAY [Al2] (2 "C,12 TYPE 3] CE CONCRETE ENCASED CONDUIT M- MOTOR RATED MS- MANUAL STARTER [C12] [3/4 "C,12#14,1 #14G] WITH OVERLOADS [A13] [2 "C,13 TYPE 3] [C13] [3/4 "C,13#14,1 #14G] - DIRECT BURIED CONDUIT [A14] [2 "C,14 TYPE 3] [C14] [3/4 "C,14#14,1 #14G] PC PHOTOCELL [A15] [3/4 "C,1 TYPE4] [C15] [3/4 "C,15#14,1 #14G] 4"C,2 TYPE CONDUIT ROUTING AREA [A17] [1 "C 3 TYPE 4]4) [C17] [3/4 "C,1 #14G] LIGHTING CONTACTOR [A18] [1 1/4 "C,4 TYPE 4] [C18] [3/4 "C,1 #14,1 #14G] Ell (C18] [3/4 "C,1#14,1 #14G] [A19] [1 1/4 "C,5 TYPE 4] [C19] [3/4 "C,19#14,1 #14G] El TRANSFORMER EMERGENCY HORN (HAZARDOUS GAS) [A20] [1 1/4 "C,6 TYPE 4] [C20] [1 "C,20#14,1 #14G] [A21] [1 1/2 "C,7 TYPE 4] GENERAL CONTROL OR WIRING DEVICE. [C21] [1 "C,21 #14,1 #14G] 0 or ® LETTER SYMBOLS OR ABBREVIATIONS [A22] [1 1/2 "C,8 TYPE 4] [C22] [1 "C,22#14,1 #14G] INDICATE TYPE OF DEVICE [A23] [2 "C,9 TYPE 4] [C23] [1 "C,23#14,1 #14G] a CONTROL STATION, SEE CONTROL DIAGRAMS [A24] [3/4'C,14 pr. TYPE 5] [C24] [1 "C,24#14,1 #14G] FOR CONTROL DEVICE(S) REQUIRED. [A25] [1 "C,24 pr. TYPE 5] [C25] [1 "C,25#14,1 #14G] 30 D. NONFUSED DISCONNECT SWITCH, CURRENT RATING id INDICATED, 3 POLE NOTES: H 60/40 FUSED DISCONNECT SWITCH, CURRENT RATING INDICATED 1. FOR CABLE TYPES, SEE SPECIFICATIONS. 1 J 0 (60/40, 60= SWITCH RATING / 40 =FUSE RATING) 2. WHERE CIRCUITS ARE UNDERGROUND, DIRECT BURIED OR CONCRETE 3 POLE ENCASED, MINIMUM CONDUIT SIZE SHALL BE 1 ". 201 COMBINATION CIRCUIT BREAKER AND MAGNETIC STARTER, NEMA SIZE INDICATED 0 0 N NJ 1 W I- Q 0 H 0 J a C . co v CtRt UT DD C v ) emu 0. f i r ] RIr' ORN: MLW O FEB 2010 PROJ NAME: SHEET TITLE: SHEET: 20 OF: 140 DWG #: U' DAT . CLEAN WATER SERVICES GENERAL � ti - C. PLOT icy` / � �� i yy _ (��• D ATE: 5 , #{R di DsN. JLH DWG 4: 001 -G-020 THIS BAR IS ONE INCH L,d CanWa1G1 Se vices CH2MH I LL DURHAM AWWTF ELECTRICAL _ JUNE 2010 001 _G_020 CHIC MSM CAD FILE #: WHEN DRAWING IS FULL PHASE 5B1 LEGEND SHEET 2 AND CONDU PLC XX Z SCALE. Our commitment is clear I EXP . O - -11 NO DATE N APVR DESCRIPTION J APPD: SCALE: NONE REV# DATE DRN APPD DESCRIPTION H wy. Hillsboro, Oregon 97123 - 9379 HEADWORKSIMPROVEMENTS CONDUCTOR SCHEDULE A 6410 C PRO,, k HEADWORKS BYPASS (FUTURE) — OUTLET TO EXiSTING I (REMOVABLE PLATE) 'FLNIARY CLARIFIERS — .41 14>I I a I 200 1r 1 .05/01 FROM , • 4,1 MCI / NPW _ A 1 r ------, ....,_ 2m05°2 1 L SG-321 I ; 1 il FROM /....._D f 20000605 1 i I NPW --0.1 raR.301 „,„..,,, _ 1 ••• W --, 1 „,, SIMI \\,. 1 ETSTLiithi ' Ve ' LA / i I w I -0., . 20000501 I V 1 ,.. I \ , ,., JUNCTION BOX „—, I 1 Ii.:111 • • I 200SCR0501 I 1 200G0506 1 TO EXSTG . IN i I CnPi.” I --- ,„--... a-404 j-------- .„ „ „_, , PRWARY CLARtFIE I \ FiS ' 1 1 77-7- • \ , ,,, ,./ 1 .. OEN:WORKS I 1 20000502 I e,,,;;N:".• • 4 --- WI' I 200 I PU , I i . MP ;.... 1 € MFF:HANICAt - srriFFN GRr FIAONS T__,.4 i ,.. -----a-, i I . 1 / SO-32 El 7 I 20000507 I I memos I 1 /ill V O 4 • 41 M 01 El 42. El I 200SCR0503 '',.„,„,,,../ I 20000503 I IF I 1 _ 1.7.4 • 4 111;7IF-E‘ ' — „_.- .. raTial . - . . 223, 03 C;L:E • .4x . , i 1 I 20000504 I L L_ r . :_ ____ —..-1 I I 200SCR0504 I - ..--„ I 571STR4601 I I ... NEW_SIRAINER _..0., t _•,,, ,, .....__.,,,....____.._..,,,,,, . + ap.,0,1.1 w ...,.,. . 4c---- ... 5 r?' 0 114 f., b1/4, : ca 1.1.::1 t :2': C tiP;P t:,.._....._ i GP 301 j ETiFio: ro-TE3 1P C41117551 1 ' GqKT.PWAPS 1 li $ — T , , rwp-76-5an 200V0501 1 I 1 I CS I 571P4603 I N ONROT E .ABL wenaumies - NPW/CWH 1 # ' • / FM17.6171-... , 2 ei • 1 41 r 1 -1 , 1 1 i La di • \ • 2 MEE p : crlrA C1NFS OF 0 I 200SCRW0501 I-/ 17 , _._ .. I DI IMPSTFR 1 200GRTC0601 I I 200GRTC0602 I 1 200GRTC0603 I I 200GRTC0604 I WASHFR O flOMPACTORS B NPW/CWH F117/2M000 Y iii 0 di • I II , 1 0 ' GRIT < r l i 0,510, rl ASSIFIFRS 1.- 9 ■ 411 14 40 a. u w 4 44444 :.,1 1 S lir 7 \ v 4 4 ■ 4 . . 1 200GR T060 2 1 co I 200GRT0602 lo I 200SCRW0502 I-/ o6 ISZI V 1 m vi l OF . . *4 tn no s cn el ‘1....: i 114 : 4, , , ,,,,pee 8 c74 9 i VW/ PROJ NAME: SHEET TITLE SHEET: 21 °F 140 DwGt 9 0.: PMH al. NOV 2009 G ■ CLEAN WATER SERVICES GENERAL 0 PUT JUNE 2010 DSN' Ma DWG* 001 DATE: Nut 't Cii 1 THIS BAR IS ONE INCH CleanWaterServices CH2MHILL DURHAM AWWTF 001 —G-021 1 2 PHASE 5B1 PROCESS FLOW DIAGRAM PLC M )0 00( CHIC JEG CAD FILE ft. WHEN DRAWING IS FULL Oar semmitment is dear I LEC SCALE: SCALE. EXP ..J AP . 610-12 I NO DATE N APVR DESCRIPTION Lu HEADWORKS IMPROVEMENTS cws 641 AFRO LE: NONE 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 L.T_ , REV* DATE DRN APPD DESCRIPTION PROJ ik . . r To PC5 &PC-6 I ( ) • 55FLUENT MAKER T T T SLIDE GATE TO FUTURE ® HEADWORKS BARATION PE EFFLUENT �F BASIN 5 STRUCTURE PRIMARY EFFLUENT MIXED LIQUOR PUMPING RECYCLE PUMP STATION GRIT I FROM MLSSR BASIN FUTURE I LIME AA, • EFFLUENT PC -5 & JUNCTION C PCB VFA/CEN S _ BOX o-® 1 = 1 - . . . . E l - ' . . . 4 8 \ \ \ " {{ R E i= �— W 2' I - WET WEATHER Z 84' AERATION x I� \ O 11 2 AERATION FUTURE III (FUTUREjL ITY I m PRIMARRY \ BASIN NO. - 1111 0 a RAS _ _ SCR 111111 cr) N O. 5 t , ) mm CLARIFIER VFA 1`"I ��RAS �, O 48' NO.4 Irl�� ] BASE FLOW / HEADWORKS 0 m m m v w co 1 4 48. l / I 1 1 t RAS S ` ' \\ PU MP LARIFIER ( \ 4 TO \� ' I I I' ®® SCREEN MECHANICAL FM `MIXED LIQUOR LANDFILL U1JJ U NO. 1 NO. 2 NO. 3 NO. 4 RAS WASHER/ COMPACTOR AIR - ^�� ■ AIR RAS hl ITT RAS SEPTAGE u ■ I P+Fi� -- N SAMPLER FE \ a I I `HEADWORKS ANAEROBIC INFLUENT PUMYCLE © 0 m m INFLUENT S AR PUMP, TYP ►,— M I I . I SE CLARIFIER ro h C a 3 SEPTAGE I�I� �� 1 ^ ^�, RECEIVING I` '_' Ll I INFLUENT VF �I [7_ p. ��5 2 I METER VAULT LIME ) w // v T '° J LIME — w I I I I PUMP Q p ,$ U v 8 PRIMARY F LOW AERATION L I t S P L ITTE R STRUCTURE �U \ BASIN NO. 3 d MIXED LIQUOR j EF I I \ ICI ICI U 0 17 �/ I I ` MIXED LIQUOR I ` RECYCLE PUMP, TYP- © `� EXCESS FLOW 48' EXCESS FLOW TO SURGE BASINS RAS FLOW PRIM 1 ARY I a DIVERSION CLARIFIER STRUCTURE EQUAL IZATION EFFLUEN 42' N0 .3 HEADBOX w' \ .. RETURN a I © VA ©', © 1 © I© I© I O PRIMARY B NO 2 q CLARIFIER 1 1 1 1 1 1 1 %MIXED L IQUOR - - -- W NO. z 4 ,. ) SE SEE DWG 001 - G - 023 O ' . mo VFA ' ao°o 6 : le E " !j .IIUIIIIIII 1M FE b • CLARIFIER PUMPS 42" INFLUENT L SSR 2 o II ,. _ PE • 11 WAS w © I © : © 1 © 1, © v A © 1 J - - -- U 42' PRIMARY INFLUENT PE ,. D b • 2 — \ ` RAS R BR FE b ♦ O RAW SEWAGE \ RAS RAS WETWELL B WETWELL A CL WETWELLS PUMP WAS 14 AR -' RAS - 72" o-® 72" se — o INFLUENT SPLITTER BOX PRIMARY RAS �^ �, MLSSR \ -N RAS m CLARIFIER . VFA SE w _ - - Q 60" I 84" H I MIXED LIQUOR ° LEGEND: I- 42 " 66" 1 1 1 1 1 1 1 I a S i'1fr1 ,... - 0 I FANNO CREEK,_ SECONDARY NEW ( P HASE 5 B1 EXPANSION) AERATION BASIN NO. 1 GI — POL (OPT) CLARIFIER 1 UPPER TUALATIN MH 11722 MH -1 LOWER TUALAIN - - — ALUM (OPT) INTERCEPTOR INTERCEPTOR EXISTING c m v ce S SAMPLER LOCATIONS in CT, on CS N O C7 DAN GTM ORIG APRIL 2010 PROJ NAME: SHEET TITLE: seET :2 OF :140 DWG C. °A CLEAN WATER SERVICES GENERAL di DSN: GVT DWG 001 -G -022 THIS BAR IS ONE INCH CleanWater Services CH2MHILL DURHAM AWWTF LIQUID PROCESS D " eTE JUNE 2010 - OO1-G-022 j 2 WHEN DRAWING IS FULL PHASE 5B1 SCHEMATIC SHEET 1 PL.Cr. xxXx y,,- Garr Q CHK Our JEG CAD FILE U: O C•RmItm•CI is clan „:^ Z SCALE. APPD: LEC SCALE: NONE REv DATE DRN APPD DESCRIPTION 25 50 SW Hillsboro Hw y. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS POW it 6410 L LI _. SEE DWG 001 -G-024 FOR CONTINUATION 48" FROM - 48" EXCESS FLOW • SECONDARY 48" EXCESS FLOW CLARIFIER NO. 4_,/ _.... SURGE BASIN NO. 1 / l Ill. gir- WET WEATHE 6 OUTFACE SURGE SAMPLER BASIN 42" OVERFLOW �, y NO. 2 II - 1COND1 OVERFL FLAP CLAR REUSE CLEARWELL WEIR GATE N0. 3 / / j LOW PHOSPHORUS CHANNEL 11 L - 1 � � REUSE CHANNEL I 'T T 124' KLOW EQUALPJITI •• LINE FILTER (TYP) 2 0" (TYP) ' NO.13 NO.12 NO.11 N0.10 ! N0. 9 I 38W v • / 30" FLOW �� INFL (TYP)=I\'''',4 a EXCESS f — BALL \ 56. EAL TION � 1 BACKWASH �� • -�` FLOW �IMI 0 r ► I } } WETWELL BASIN / /48CESSFL 1z• OW OVERFLOW ' ' : BACKWASH, CREEK W kik V • S WASH • 1.4 • SEE DWG 001 -G -024 ) FILTER INFLUENT X FLUME g g ' ; AND NPW FOR CONTINUATION EFFLUEONTDAR-Y----°' o I • WETWELL 0 ° SCUM CL2 ANALYZER BACKWASH & SURGE ^' SKIMMER ORP f y BASIN DRAIN SAMPLER CHLORINE CONTACT BASIN NO. 3 HYPOCHLORITE I FILTER (TYP) �� 11 ` INJECTOR/MIXER TYP { NO. 8 I NOTE: FROM 1. SCUM FRO CHLORINE CONTACT ' ! FLOCCULATION 11 i H y �, SYSTEM.O TO PLANT DRAIN SECONDARY „ II EFFLUENT FLOW �L� � ZONE (TYP) I _ � DISTRIBUTION '• STRUCTURE CHEMICAL -L. 1 — (FE y I NFLUEN a � J I 2. NEW NPW PUMP, STRAINER, " CHEMICAL CLARIFI NO. (TYP) r AND FLOWMETER NOT SHOWN INJECTOR/MIXER CLARITY. JECTOR/MIXER (TYP) — I f — NOT LOW PHOSPHO . y CLEARWELL ' ; �.� � r ' -' "' L 20" (TYP) y ll 36WWD 'FLOATING TUBE SETTLERS � I I SB 1 I I BAFFLE (TYP) y ` SECONDARY CHEMICAL NO.6 1 III / � g DECHLORINATION CLAIRIFER / - y STRUCTURE CLARIFIER INFLUENT / t y CHANNELS P J `T I` =a OVERFLOW FEaFE'. 84" WET WEATHER OUTFACE 42' SECONDARY ORP ��- FE WEIR / EFFLUENT 1 ' _ — ANALYZER II I '11 NO. 5 - _ �i -.9. I H "' k ▪ m� ,� CHLORINE CONTACT r--' -% I��t , y " O " N isi O ;.' - �' } \-48' FILTER CLOSED © NORMAL EFFLUENT 30" FILTER EFFLUENT FLOW SAMPLER gg INFLUENT (TYP) 1 "`' E r FILTER (TYP) 66" OUTFALL iii } 7 ► r I «, � N0.4 P.' t fir:.• r ` BA SINNO2 i Z iE _ I I ANALYZE y - _ 60" OUTFALL a t I SCUM SKIMMER r: a— I r 1 1 NO. LEGEND: 'o q f •` NEW (PHASE 5B1 EXPANSION) m 1 -' d is H 1• •' • LL « 4 -� r L✓ N0.2 ®� EXISTING SECONDARY I 66" OUTFALL 1- CL S '' - I ` 10 SAMPLER LOCATIONS p NO.1 f II H v o ADJUSTABLE — ORP I...F - r L NO.1 STOP PLATE (TYP) CHLORINE CONTACT h---- ...-----------_,..., _� I ANALY�R (J TUALATIN RIVER . Ji --.-- 'I kF. BASIN N O.1 - Y.> CL2 ANALYZER , M SCUM SKIMMERS m N 9 . q s qa 9 °RN: GTM SA . MAY 2010 PR a NAME: sNEET TITLE: S "EET 23 °F ' 1 D wc #: 4 ' GENERAL , y am _ (�� DATE: • DSN JEG DWG 001 -G -023 CLEAN WATER SERVICES THIS BAR IS ONE INCH (lean r CH2IVI H I LL DURHAM AWWTF LIQUID PROCESS P ` °T JUNE 2010 001 -G -023 H Z CHK: JEG CAD FILE k. WHEN DRAWING IS FULL PHASE 5B1 SCHEMATIC SHEET2 PLC «:XXXX z SCALE. NO DATE N APVR DESCRIPTION Oar oomsimnt is clear J APPLY SCALE: NONE DESCRIPTION 2550 SWHilI Hillsboro.O On 97123 -9379 HEADWORKS IMPROVEMENTS C1'S 6410 L_ REV# DATE DRN APPD PROD k. ENS EXISTING AND PROJECTED WATER QUALITY CRITERIA DURHAM INFLUENT FLOWS AND LOADS TUALATIN RIVER DISCHARGE AVERAGES Population - Fbw CBOD TSS Ammonia TKN TP LOW FLOW PERIOD CRITERIA [A] MONTHL - ice -- WEEKLY DAILY NOTES (mgd) (Ib/d) (Ib /d) (Ib/d) (Ib /d) (Ib/d) CBOD5 (LBS /DAY) 830 1300 1900 [C, D & E] YEAR 2000 - 2005 TSS (LBS /DAY) 830 1300 1900 [C, D & E] TOTAL PHOSPHORUS (MEDIAN MG /L) 0.11 N/A N/A Residential 162,400 16.3 34,700 35,700 3,600 6,900 950 AMMONIA - NITROGEN (LBS/DAY) N/A [F) N/A Industrial 0.6 1,800 30 E. COLI ( #/100 ML) 126 N/A 406 Total BWF 16.9 36,500 35,700 3,600 6,900 980 TOTAL RESIDUAL CHLORINE (MG/L) N/A N/A 0.026 [G] DISSOLVED OXYGEN (MG /L) N/A N/A N/A [I] DRY WEATHER PH 6.0 - 9.0 N/A N/A [H] ADW 17.9 36,200 35,000 3,500 6,900 970 TEMPERATURE ( °F) N/A N/A < 77 ' MMDW 25.5 47,900 51,300 4,800 9,600 1,670 THERMAL LOAD (KCAUDAY) N/A N/A 2.0 X 10 MWDW 31.4 54,200 70,200 5,300 11,000 2,610 HIGH FLOW PERIOD CRITERIA [B] MONTHLY WEEKLY DAILY NOTES MDDW 44.4 64,700 92,000 7,600 13,600 4,050 CBOD5 (LBS /DAY) 3500 5300 7000 [C, D & E] WET WEATHER TSS (LBS /DAY) 3500 5300 7000 [C, D & E] AWW 25.3 35,800 37,100 4,000 7,300 1,170 TOTALPHOSPHORUS(LBS /DAY) N/A N/A N/A MMWW 37 43,900 54,300 5,500 10,500 1,720 AMMONIA - NITROGEN (LBS /DAY) N/A N/A N/A MWWW 54 53,300 63,100 6,000 10,500 2,120 E. COLI (#/100 ML) 126 N/A 406 MDWW 86 67,600 91,100 7,400 10,600 3,050 TOTAL RESIDUAL CHLORINE (MG/L) N/A N/A 0.026 [G] MHWW 108 DISSOLVED OXYGEN (MG /L) N/A N/A N/A PH 6.0 - 9.0 N/A N/A [H] YEAR 2025 TEMPERATURE ( °F) N/A N/A < 77 THERMAL LOAD (KCAUDAY) N/A N/A 2.0 X 10' Residential 208,500 23 43,800 43,800 4,400 9,000 1,170 REUSE Industrial 1 6,000 75 Total BWF 24 49,800 43,800 4,400 9,000 1245 TOTAL COLIFORM - [J] 7 -DAY MEDIAN OF 2.2 ORGANISMS /100 ML. MAXIMUM OF 23 ORGANISMS /100 ML. DRY WEATHER [ 1 ADW 25 49,800 43,800 4,400 9,000 1,245 TURBIDITY - J 24 -HOUR MEAN OF 2 NTU WITH NOT MORE THAN 5 NTU DURING MMDW 37 62,800 60,500 5,700 11,600 1,600 5% OF A 24 -HOUR PERIOD. MWDW 45 80,800 77,000 6,100 12,400 1,720 MDDW 64 86,000 111,300 9,200 18,800 2,600 WET WEATHER AWW 36 49,200 46,500 5,000 10,200 1,410 MMWW 50 60,400 59,600 5,900 12,100 1,680 MWWW 70 75,800 73,800 7,100 14,600 2,010 MDWW 109 93,000 125,900 12,000 24,600 3,400 MHWW 137 BUILDOUT Residential 368,000 37 77,300 77,300 7,700 15,800 2,060 Industrial 2 12,000 150 Total BWF 39 89,300 77,300 7,700 15,800 2,210 DRY WEATHER ADW 41 89,300 77,300 7,700 15,800 2,210 MMDW 59 112,700 106,800 9,900 20,400 2,850 MWDW 72 144,900 135,900 10,600 21,800 3,050 MDDW 102 154,200 196,400 16,100 33,000 4,610 WET WEATHER AWW 58 88,200 82,100 8,700 17,900 2,500 MMWW 74 108,300 105,100 10,400 21,300 2,980 MWWW 103 135,900 130,300 12,500 25,600 3,570 MDWW 156 166,800 222,100 21,100 43,200 6,040 MHWW 195 NOTE: PER NOVEMBER 2008 DURHAM AWWTF FACILITIES PLAN. GENERAL NOTES a BWF BASE WASTEWATER FLOW A. LOW FLOW PERIOD BEGINS THE EARLIER OF A) THE FIRST DAY AFTER APRIL 30 WHEN o ADW AVERAGE DRY WEATHER THE SEVEN- CONSECUTIVE -DAY MEDIAN OF DAILY MEAN FLOW MEASURED AT THE FARMINGTON GAUGE IS LESS THAN 250 CFS OR B) JULY 1. v MMDW - MAXIMUM MONTH DRY WEATHER B. HIGH FLOW PERIOD LIMITS APPLY BEGINNING THE EARLIER OF A) THE FIRST DAY AFTER CU MWDW - MAXIMUM WEEK DRY WEATHER SEPTEMBER 30 WHEN THE SEVEN - CONSECUTIVE -DAY MEDIAN OF DAILY MEAN FLOW AT THE FARMINGTON GUAGE IS AT LEAST 350 CFS OR B) NOVEMBER 15. p MDDW - MAXIMUM DAY DRY WEATHER C. CBOD AND TSS VALUES ASSUME NO INCREASE IN CURRENT MASS LIMITS. a AWW - AVERAGE WET WEATHER D. DAILY MAXIMUM MASS LIMIT FOR CBOD AND TSS IS SUSPENDED WHEN FLOW EXCEEDS TWICE THE DESIGN ADWF OF 22.6 MGD. MMWW - MAXIMUM MONTH WET WEATHER o E. CBOD5 AND TSS REMOVAL EFFICIENCY SHALL NOT BE LESS THAN 85% MONTHLY AVERAGE. S MWWW - MAXIMUM WEEK WET WEATHER M F. THE WEEKLY MEDIAN MAXIMUM AMMONIA LOAD LIMITATION IS DEPENDENT ON RIVER FLOW, m MDWW - MAXIMUM DAY WET WEATHER RIVER DISSOLVED OXYGEN AND THE TIME PERIOD BETWEEN MAY 1 AND NOVEMBER 15. F SEE NPDES PERMIT FOR CALCULATION. a MHWW - MAXIMUM HOUR WET WEATHER in G. TOTAL RESIDUAL CHLORINE SHALL NOT EXCEED 0.038 MG /L FOR MORE THAN 60 CONTINUOUS 2 J CBOD - CARBONACEOUS BIOLOGICAL OXYGEN DEMAND MINUTES ON ANY GIVEN DAY. a TSS - TOTAL SUSPENDED SOLIDS H. PH VALUES SHALL NOT BE OUTSIDE THE RANGE OF 6.0 - 9.0 FOR MORE THAN A TOTAL OF 8 HOURS IN ANY CALENDER MONTH AND NO INDIVIDUAL EXCURSION FROM THIS RANGE SHALL TKN - TOTAL KJELDAHL NITROGEN EXCEED 60 MINUTES. c . TP - TOTAL PHOSPHOROUS I. DISSOLVED OXYGEN SHALL NOT BE LESS THAN 5.2 MG /L FOLLOWING THE CHLORINE CONTACT CHAMBER. 06 , J. BASED ON OREGON LEVEL IV RECLAIMED WATER STANDARDS. a, '' 5, i a DRN: GTM DATE ORIG : APRIL 2010 PROJ NAME: SHEET TITLE: SHEET: 24 OF: 140 DWG 4: ;.. ' 1' ° 7; 111111 DSN: G DWG*. 001-G-024 CLEAN WATER SERVICES GENERAL ‘ .. JUNE 2010 J iii THIS BAR IS ONE INCH DURHAM AWWTF DESIGN CRITERIA PLOT < 001 -G -024 CHK JEG CAD FILE WHEN DRAWING IS FULL - ommI -� " - - -- CH2MHILL DATE z SCALE. NO DATE N APVR DESCRIPTION oeroemmllm.eti�ctar PHASE 5B1 F AND LOADINGS PLC.: xxxx J APPO.LEC SCALE: NONE DESCRIPTION 2 ssOSWHillsbom Hillsboro,0 on971z3 -9379 HEADWORKS IMPROVEMENTS PROJ it. El LL REV DATE DRN APPD DESIGN CRITERIA - LIQUID PROCESS PRELIMINARY TREATMENT PRIMARY TREATMENT CONT. SECONDARY TREATMENT (E) CONT. TERTIARY TREATMENT CONT. TERTIARY TREATMENT CONT. RAW SEWAGE PUMPING PRIMARY CLARIFIER 5 (FUTURE) 180 MGD 240 MGD BLOWERS EFFLUENT FILTERS (EXISTING) VARIABLE FREQUENCY DRIVE PUMPS DIAMETER, FT 130 EXISTING DISINFECTION AND DECHLORINATION MEDIA MIXED TYPE VAR. SPD. VERT. CENTRIFUGAL NON -CLOG SIDEWATER DEPTH, FT 12 NUMBER 8 BASE FLOW CHLORINATION /DECHLORINATION (EXISTING) SURFACE AREA, EACH, SQ FT NUMBER 6 SURFACE AREA, SQ FT 13,267 TYPE CENTRIFUGAL CHLORINE CONTACT BASINS FILTERS NO. 1 -4 900 HP 4 @ 700; 2 @ 1000 VOLUME, 1000 GAL 1190 CAPACITY, EACH, CFM - NUMBER, NORMAL FLOW 3 FILTERS NO. 5 - 13 980 CAPACITY, EACH , MGD 4 @ 25; 2 @ 40 OVERFLOW RATE, GPD /SQ FT (D) BLOWERS 1-4 4,375 BASIN NO. 1 OVERFLOW RATE, GPM /SF (J) TOTAL FIRM CAPACITY MGD 140 PEAK FLOW - -- 3172 BLOWERS 5-8 5,000 VOLUME, 1000 GAL 1,030 ADWF 1.8 WETWELL DUPLEX SELF - CLEANING TRENCH TYPE DETENTION TIME, HR (D) HP, EACH 250 -350 DETENTION TIME, MIN MDDWF 3.3 ODOR CONTROL BIOFILTER PEAK FLOW - - 0.68 FUTURE AWWF 165 AWWF 2.3 FLOWRATE 6,000 CFM PRIMARY CLARIFIER 6 (FUTURE) NUMBER 2 MDWWF 51 MDWWF 5.8 SURFACE AREA 3,000 SQ FT DIAMETER, FT 130 T CENTRIFUGAL BASIN NO. 2 BACKWASH PUMPS MEDIA TYPE INORGANIC SURFACE AREA, SQ FT 13,267 CAPACITY, EACH, CFM 5,000 VOLUME, 1000 GAL 787 NUMBER 2 SURFACE IRRIGATION, HUMIDIFICATION NOZZLES OVERFLOW RATE, GPD /SQ FT (D) HP, EACH 350 DETENTION TIME, MIN TYPE END SUCTION CENTRIFUGAL ODOR CONTROL MIST TOWER PEAK FLOW - -- 3172 SECONDARY CLARIFIERS AWWF 126 CAPACITY, EACH, MGD 28.2 ODOR CONTROL SOURCE SCREEN ROOM DETENTION TIME, HR (D) SECONDARY CLARIFIERS 1 & 2 (EXISTING) MDWWF 39 DRIVE CONSTANT SPEED AIR FLOW 12,000 CFM PEAK FLOW - - 0.68 DIAMETER, FT 145 BASIN NO. 3 HP 400 AIR CHANGES PER HOUR >12 ACH PRIMARY EFFLUENT PUMPS SIDEWATER DEPTH, FT 14 VOLUME, 1000 GAL 812 BACKWASH BASIN ODOR CONTROL SOURCE EXISTING BIN ROOM NUMBER 6 SURFACE AREA, EACH, SQ FT 16,510 DETENTION TIME, MIN VOLUME, MILLION GAL 1.0 AIR FLOW 8,000 CFM TYPE PROPELLER VOLUME, EACH, 1000 GAL 1,740 AWWF 130 CLEARWELLS (EXISTING) AIR CHANGES PER HOUR >15 ACH CAPACITY OVERFLOW RATE, GPD /SQ FT MDWWF 40 NUMBER 2 ODOR CONTROL SOURCE NEW WASHER 4 EACH, MGD 33 ADWF 329 EACH BASIN HAS CHLORINE RESIDUAL- VOLUME, 1000 GAL COMPACTOR ROOM TDH FT 20 AWWF AND A ORP ANALYZER F 426 LOW PHOSPHOROUS 390 AIR FLOW 10,000 CFM HP EACH 200 MDWWF 1,054 HYPOCHLORITE MIXERS REUSE 566 AIR CHANGES PER HOUR >15 ACH 2 EACH, MGD 10 DETENTION TIME, HR (I +C111) NUMBER 4 REUSE PUMPS (EXISTING) ODOR CONTROL SOURCE GRIT TANKS TDH FT 22 ADWF 5.5 TYPE INDUCTION MIXER NUMBER 3 AIR FLOW 12,000 CFM HP EACH 50 AWWF 4.3 HP 5 TYPE SPLIT CASE AIR CHANGES PER HOUR >12 ACH DRIVE TYPE VARIABLE FREQUENCY MDWWF 1.7 DECHLORINATION STRUCTURE CAPACITY, EACH, GPM 2 @ 1,650 ; 1 @ 575 TOTAL FIRM CAPACITY 119 MGD SECONDARY CLARIFIERS 3 & 4 EXISTING VOLUME, 1000 GAL 35 DRIVE CONSTANT SPEED SEPTAGE RECEIVING FACILITY DIAMETER, FT 145 DETENTION TIME, MIN HP 2 @ 125 ; 1 @ 50 TYPE PACKAGED SYSTEM SIDEWATER DEPTH, FT 20 DETENTION TIME, MIN NON - POTABLE WATER PUMPS (2 EXISTING) PIPE DIAMETER 6 IN GRAVITY FLOW SECONDARY TREATMENT (E) SURFACE AREA, EACH, SQ FT 16,510 AF 6 NUMBER (1 NEW) 3 MOTORIZED SHUTOFF VALVE VOLUME, EACH, 1000 GAL 2,470 MDWWF 2 TYPE SPLIT CASE pH PROBE, CARD I.D. SYSTEM OVERFLOW RATE, GPD /SQ FT MIXER TYPE DIFFUSER CAPACITY, EACH, GPM 1300 AERATION BASINS NEAT HYPOCHLORITE PUMPS MECHANICAL BAR SCREENS BASINS 1 & 2 (EXISTING) ADWF 329 DRIVE CONSTANT SPEED NUMBER 4 LENGTH, FT 144 AWWF 426 NUMBER 2 HP 100 WIDTH FEET 2 © 5; 2 O 6.5 WIDTH, FT 100 MDWWF 1,054 TYPE PERISTALTIC SURGE BASIN NO. 1 (EXISTING) TYPE MULTIPLE RAKE BAR SCREEN SIDEWATER DEPTH, FT 20 DETENTION TIME, HR (I) CAPACITY EACH GPH 900 VOLUME, MILLION GAL 4.51 SCREENINGS WASHER COMPACTOR ACTIVE VOLUME, EACH, 1000 GAL 2,120 ADWF 7.8 HYPOCHLORITE FEED TO CL2 BASINS SURGE BASIN NO. 2 (EXISTING) AWWF 6.0 NUMBER 4 VOLUME, MILLION GAL 9 NUMBER 2 BASIN 3 (EXISTING) MDWWF 2.4 TYPE PERISTALTIC EFFLUENT FLOW MEASUREMENT TYPE SCREW LENGTH, FT 143 RAS PUMPS CAPACITY, EACH, GPH 100 BASE FLOW HYDRAULIC C CAPAACITCIT , GPPM M 200 SIDEWATER DEPTH, FT 20 (TRAINS 1, 2, 3) 100 (EFFLUENT) SCREENINGS CAPACITY, 200 WIDTH, H, EXISTING (TRNS SODIUM BISULFITE PUMPS EFFLUENT NUMBER 2 GRIT BASINS (EXISTING) ACTIVE VOLUME, EACH, 1000 GAL 2,090 NUMBER 6 NUMBER 2 TYPE PROPELLER NUMBER 4 BASINS 4 (NEW) & 5 (FUTURE - PHASE 5) T HELICAL SCREW CENTRIFUGAL TYPE PERISTALTIC FLOW RANGE, MGD 1 @ 3 - 40; 1 @ B - 90 CAPACITY, EACH , MGD 2 @ 30; 2 @ 40 LENGTH, FT 143 CAPACITY, EACH, MGD 7.5 CAPACITY, EACH, GPH 40 STORM FLOW TYPE INDUCED VORTEX WIDTH, FT 100 DRIVE VFD SODIUM BISULFITE PUMPS EXCESS FLOW NUMBER 1 SIDEWATER DEPTH, FT 20 HP 50 NUMBER 2 TYPE PARSHALL FLUME ACTIVE VOLUME, EACH, 1000 GAL 2,090 NEW (TRAIN 4) AND FUTURE (TRAIN 5 - PHASE 5) TYPE PERISTALTIC FLOW RANGE, MGD 5 - 225 PRIMARY TREATMENT NUMBER 4 CAPACITY, EACH, GPH 40 TUALATIN RIVER OUTFALL (EXISTING) BIOLOGICAL NUTRIENT REMOVAL MODE TYPE NON CLOG CENTRIFUGAL TYPE RCCP PRIMARY CLARIFIERS 180 MGD 240 MGD CAPACITY, EACH, MGD 7.5 DIAMETER 66" ANAEROBIC ZONE PRIMARY CLARIFIERS 1 & 2 (EXISTING) DRIVE VFD LENGTH 2,630 NUMBER OF CELLS PER BASIN (E) 2 DIAMETER, FT 120 TOTAL VOLUME (EACH TRAIN), 1000 GAL 215 HP 50 DIFFUSER (EXISTING) SIDEWATER DEPTH, FT 12 DETENTION TIME, HR TYPE 66" RCCP SURFACE AREA, EACH, SQ FT 11,310 LENGTH 96' ADWF VOLUME, EACH, 1000 GAL 1015 MDDWF 0.9 TERTIARY TREATMENT NO. OF PORTS 12 @ 8' SPACING OVERFLOW RATE, GPD /SQ FT (B) PORT SIZE 20° ANAEROBIC RECYCLE PUMPS AWWF 590 NUMBER PER BASIN 1 CHEMICAL CLARIFIERS MIN. SUBMERGENCE 12 -13'E TYPE AXIAL FLOW RAPID M BASINS (EXISTING) PEAK FLOW 1520 3663 3172 CAPACITY, MGD 9.5 IX 3 MISCELLANEOUS INFORMATION DETENTION TIME, HR (B) HP, EACH 30 VOLUME, EACH, 1000 GAL 6.7 ADWF 4.8 ANOXIC ZONE DETENTION TIME, MIN AWWF 3.7 NUMBER OF CELLS PER BASIN (E, F) 2 ADWF 1.1 PLANT RELIABILITY PEAK FLOW 1.4 0.59 0.68 TOTAL VOLUME, 1000 GAL (TRAINS 1, 2) 347 MDDWF 0.6 STANDARD CLASS 1 PRIMARY CLARIFIER 3 (EXISTING) TOTAL VOLUME, 1000 GAL (TRAINS 3, 4, 5) 340 MIXERS DIAMETER, FT 130 DETENTION TIME, HR NUMBER 3 SECONDARY POWER SIDEWATER DEPTH, FT 12 ADWF 1.5 TYPE INDUCTION MIXER SOURCE TO THE PLANT ROSEMOUNT SUBSTATION SURFACE AREA, SQ FT 13,270 HP 5 a VOLUME, 1000 GAL 1190 MIXED D LIQUOR RECYCLE PUMPS 0.8 8 CLARIFIERS (EXISTING) OPERATION AND OVERFLOW RATE, GPD /SQ FT (C) NUMBER 3 r ADWF 450 NUMBER PER BASIN 1 MAINTENANCE MANUAL VOL. 1 LIQUID SYSTEMS TYPE PROPELLER STAGES PER CLARIFIER 2 VOL. 2 CHEMICAL/SOLIDS a AWWF 580 CAPACITY, EACH, MGD 18.7 LENGTH PER STAGE, FT 100 VOL. 3 SUPPORT SYSTEMS PEAK FLOW 1500 3663 3172 HP, EACH 50 WIDTH, FT 100 (3 RING BINDERS) di 4 8 DETENTION TIME, HR (C) AEROBIC ZONE AVE. SIDEWATER DEPTH F NO. OF CELLS I BASIN (TRAINS 1, 2, 3) (F,G) 3 STAGE 1 SAMPLERS FLOW PACED AWWF 3.7 CLARIFIER 1 & 2 13.2 1- NO. OF CELLS / BASIN (TRAINS 4,5) 2 O PEAK FLOW 1.4 0.59 0.68 TOTAL VOLUME, 1000 GAL (TRAINS 1, 2) 1,558 CLARIFIER 3 16 PLANT CRITICAL a PRIMARY CLARIFIER 4 (EXISTING) TOTAL VOLUME, 1000 GAL (TRAINS 3,4, 5) 1,535 STAGE 2 ALARM SYSTEM DIAMETER, FT 130 DETENTION TIME, HR (H) CLARIFIER 1 & 2 16.2 SIDEWATER DEPTH, FT 12 ADWF 6.7 CLARIFIER 3 16.4 SURFACE AREA, SQ FT 13,270 MDDWF 3.7 STAGE 2 SURFACE AREA, EACH, SQ FT 10,000 PLC TO SCADA AND RADIO SYSTEM (ZETRON) o VOLUME, 1000 GAL 1190 OXYGEN UPTAKE RATE, MG /UHR TOTAL VOLUME, 1000 GAL N OVERFLOW RATE GPD /SQ FT (D) ADWF 33 CLARIFIER 1 & 2 2200 ZETRON TRANSMITS TO "BELT" RADIOS OF ON -SITE STAFF M ADWF 410 MDDWF 56 CLARIFIER 3 2450 AND PAGER OF ON -CALL PERSONNEL ` AWWF 530 OVERFLOW RATE, GPD /SQ FT W PEAK FLOW 4090 3663 3172 PLUG FLOW ACTIVATED SLUDGE MODE ENTIRE CLARIFIER GENERAL NOTES DETENTION TIME, HR (D) DETENTION TIME, HR (H) ADWF 453 ~ ADWF 5.3 AWWF 7.1 MDDWF 813 2 AWWF 4.1 MDWWF 2.9 STAGE 2 ONLY CAPACITY OF PROCESSES AT CONCLUSION OF PROJECT. a PEAK FLOW 0.5 0.59 0.68 ADWF 907 OXYGEN UPTAKE RATE, MG /UHR ADWF 13 MDDWF 1627 BOLD INCLUDED IN THIS PROJECT. MDDWF 38 TOTAL DETENTION TIME, HR . CLARIFIER 1 & 2 co ADWF 5.9 ro MDDWF 3.2 CLARIFIER 3 ADWF 1 6.5 M I MDDWF 3.6 .1 ^'4 4. ORG P ROJ NAME: SHEET TITLE, SHEET OF. • DRN: GTM DAB APRIL 2010 25 140 DWG k: 4 � L7 4 f' ; CLEAN WATER SERVICES GENERAL ° DSN: GVT DWG 001 -G -025 PLOT JUNE 2010 "" tii THIS BAR IS ONE INCH C I1 I S` D URHAM AWWTF DESIGN CRITERIA DATE: Q CAR: JEG CADFILEE WHEN DRAWING IS FULL CH2MH I LL PHASE 5B1 LIQUID PROCESS PLC., XXXX 001 -G -025 , ., z SCALE. Our eoamitrunt t. dux NO DATE N APVR DESCRIPTION APPD: SCALE: NONE DESCRIPTION 2550 SWHi l stam Hisboro,0 on 97123 -9379 HEADWORKS IMPROVEMENTS CWS 6410 REV DATE DRN APPD Hwy. ro9 PROJR BN 1 DESIGN CRITERIA - SOLIDS PROCESS THICKENING DIGESTION DEWATERING PRIMARY SLUDGE THICKENING / FERMENTATION DIGESTER FEED TANK DEWATERING CENTRIFUGE FEED PUMPS PRIMARY SLUDGE AND SCUM PUMPS NUMBER 2 NUMBER 2 NUMBER VOLUME, EA, 1000 GAL 14.15 TYPE PROGRESSIVE CAVITY EXISTING 6 DETENTION TIME, HR 4 DRIVE VFD NEW 5 MIXING CAPACITY, EACH, GPM 300 TYPE PROGRESSIVE CAVITY NUMBER PER TANK 1 HP 15 CAPACITY, EACH, GPM 200 TYPE AXIAL, RADIAL, TOP ENTERING DRIVE CONSTANT SPEED HP 2 DEWATERING CENTRIFUGES HP NUMBER 2 EXISTING 30 DIGESTER FEED PUMPS CAPACITY, EACH, GPM 300 NEW 25 NUMBER 3 HP, TOTAL 350 TYPE 2 -STAGE PROGRESSIVE CAVITY GRAVITY THICKENERS / FERMENTERS CAPACITY, EACH, GPM 300 SLUDGE CAKE CONVEYANCE NUMBER 3 DRIVE VFD NUMBER 9 DIAMETER, FT 50 HP, EACH 20 TYPE INCLINED, HORIZONTAL AND VERTICAL SCREW SIDEWATER DEPTH, FT 14 CAPACITY, EACH, TON /HR 12.2 SURFACE AREA, EACH, SQ FT 1960 ANAEROBIC DIGESTERS VOLUME, EACH, 1000 GAL 206 DIGESTERS 1 - 3 CENTRATE PUMPS OVERFLOW RATE, GPD /SQ FT 750 DIAMETER (EQUIVALENT), FT 63.4 NUMBER 2 SOLIDS LOADING RATE, LBS /SQ FT /DAY 24 SIDEWATER DEPTH, FT 30 TYPE NON -CLOG CENTRIFUGAL VFA DISCHARGE PUMPS VOLUME, EACH, 1000 GAL 707 DRIVE VFD NUMBER 2 COVER CAPACITY, EACH, GPM 450 TYPE HORIZONTAL NON -CLOG TYPE FIXED FLAT REINFORCED CONCRETE HP 10 CAPACITY, EACH, GPM 950 @ 50' TDH MIXING DRIVE VFD TYPE AXIAURADIAL, TOP ENTERING CENTRATE STORAGE HP 20 HP 30 NUMBER 2 THICKENED PRIMARY SLUDGE PUMPS RECIRCULATION PUMPS VOLUME, EACH, 1000 GAL 290 NUMBER 3 NUMBER 4 MIXING TYPE PROGRESSIVE CAVITY TYPE HELICAL SCREW CENTRIFUGAL NUMBER PER TANK 1 CAPACITY, EACH, GPM 300 CAPACITY,EACH, GPM 300 TYPE AXIAL, RADIAL, TOP ENTERING DRIVE VFD DRIVE VFD HP 7.5 HP HP 15 SLUDGE GRINDERS DEWATERED SLUDGE STORAGE NUMBER DIGESTER 4 NUMBER OF HOPPERS 2 EXISTING 1 DIAMETER, FT 80 VOLUME, EACH, CU FT 2740 NEW 2 SIDEWATER DEPTH, FT 35 TOTAL DETENTION TIME, DAYS TYPE IN -LINE VOLUME, EACH, 1000 GAL 1,300 MMDWF 2 VFA RECIRCULATION PUMPS COVER NUMBER 2 TYPE FIXED SUBMERGED DOME DEWATERED CENTRIFUGE FEED GRINDER TYPE HORIZONTAL NON -CLOG REINFORCED CONCRETE NUMBER 1 CAPACITY, EACH, GPM 860 @ 41' TDH MIXING TYPE IN -LINE DRIVE VFD TYPE AXIAURADIAL, TOP ENTERING HP 15 HP 60 RECIRCULATION PUMPS WAS / CHEMICAL SLUDGE THICKENING NUMBER 2 WAS PUMPS TYPE HELICAL SCREW CENTRIFUGAL NO. 1 - 4 CAPACITY,EACH, GPM 650 @ 35' TDH TYPE CENTRIFUGAL DRIVE CONSTANT SPEED CAPACITY, EACH, GPM 300 HP 10 DRIVE VARIABLE SPEED HP 5 DIGESTION DETENTION TIME, DAYS (K, M) NO. 5 & 6 MAXIMUM MONTH 21 TYPE HELICAL SCREW CENTRIFUGAL MAXIMUM WEEK 17 CAPACITY, EACH, GPM 200 DRIVE VARIABLE SPEED DIGESTED SLUDGE STORAGE HP 5 STORAGE TANK 1 NO. 7 - 8 DIAMETER (EQUIVALENT), FT 63.4 TYPE PROGRESSIVE CAVITY SIDEWATER DEPTH, FT 30 CAPACITY, EACH, GPM 150 VOLUME AVAILABLE, EACH, 1000 GAL 640 DRIVE VARIABLE SPEED COVER HP 10 TYPE FIXED FLAT REINFORCED CONCRETE MIXING CHEMICAL SLUDGE PUMPS TYPE AXIAURADIAL, TOP ENTERING a NUMBER 9 HP 30 TYPE HELICAL SCREW CENTRIFUGAL m CAPACITY, EACH, GPM 140 STORAGE TANK 2 N DRIVE CONSTANT SPEED DIAMETER, FT 80 HP 5 SIDEWATER DEPTH, FT 35 W VOLUME, EACH, 1000 GAL 1,300 P DILUTE WAS STORAGE COVER I- VOLUME, 1000 GAL 235 TYPE FIXED SUBMERGED DOME I a HOLDING CAPACITY, HOURS REINFORCED CONCRETE MWDWF 6 -10 MIXING TYPE AXIAURADIAL, TOP ENTERING THICKENING CENTRIFUGE FEED PUMPS HP 60 o NUMBER 3 T; TYPE PROGRESSIVE CAVITY DETENTION TIME, DAYS (L, M +) GENERAL NOTES CAPACITY, EACH, GPM 360 @ 50' TDH MAXIMUM (WET) MONTH 13 iii is DRIVE VFD tii F HP 7.5 DIGESTED SLUDGE PUMPS F THICKENING CENTRIFUGES TYPE ER PROGRESSIVE CAVITY 2 o NUMBER 3 CAPACITY, EACH, GPM 300 a CAPACITY, EACH, GPM 275 DRIVE VFD HP, TOTAL 263 HP 20 1 THICKENED WAS PUMPS DIGESTER FEED GRINDERS (COMPLEX 2) cm NUMBER 2 NUMBER 2 9 TYPE PROGRESSIVE CAVITY TYPE IN -LINE M CAPACITY, EACH, GPM 75 In DRIVE VFD M HP 15 CO I N 9 9 DRN: GTM pA;E. APRIL 2010 PROJ NAME: SHEET TITLE: SHEET; 26 OF: 140 DWG#'. y / ,} ° DSN: GVT Dm 001 -G -02s CLEAN WATER SERVICES GENERAL PDT JUNE 2010 tii THIS BAR IS ONE INCH DURHA AWWTF DESIGN CRITERIA DATE: CHN JEG CADFILE WHEN DRAWING IS FULL CH2MHILL LL 001 -G -026 z SCALE. - Omeomlmoati,elou PHASE 5B1 SOLIDS PROCESS PLC #: )000( J APPD: LEC SCALE NONE DESCRIPTION 2550 SWHi Ilsbor oH Hillstaro,0 on 97123 -9379 HEADWORKS IMPROVEMENTS CWS 6410 LL REV# DATE DRN APPD wy. re9 PROJ ENGI 11 MGD EACH TO PRIMARY CLARIFIERS 1 & 2; 30 MGD _ 106 MGD _ 45 MGD _ L. 42 MGD EACH TO PRIMARY CLARIFIERS 3 & 4 BOTTOM OF SCR - N CHANNEL SCREEN ROOM INFL ENT GATE SLAB EL 180.33 176.69 EMI 5.37 rEla REIM ® I , 1 17 190 - __ __ ..._. ___. _ ► _ ......... ......._.....-176.18. _. _.175.76 _..... ___._. ._._......._e _ fFr� .. ___. _ _.. ...... 190 ® 176.57 176.10 IEEXEI -..® 176.68 _ . ...._ 1 ' 178.3 SEER ® EL 170.10 180. _..._.._._.. - ..._.._.,..... ___.._ _ .. ... PI __...... _170.83.......__._ ._.... ®..n.._.W.. NMI ._._._._......___ 480 1 11 V -NOTCH WEIR „ _. "_._- _ E� 18825 WATER SURFACE LEGEND: 1 17800 17250 � � ; 'I 2009/ 106 MGD WATER SURFACE ELEVATIONS BASED ON ALL Mill 170 ,- TRAINS IN-SERVICE, FOUR PRIMARY CLARIFIERS IN-SERVICE. 170 XXX.X iill. XXX.XX /// SCREEN LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% 171.50 172.50 SCREEN BLOCKAGE. _ ,_ 2015 / 117 MGD WATER SURFACE ELEVATIONS BASED ON ALL F BASIN EFFLUENT PARSHALL r = TRAINS IN- SERVICE, FOUR PRIMARY CLARIFIERS IN- SERVICE. UENT FU�AE r ,,„� SCREEN LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% 160 -' 42' • - VVE WEV 1R'EL"173 :• o w ' " . 160 SCREEN BLOCKAGE. FORCE MAINS 181.42 163.00 FROM INFLUENT - ,..._.._.___ __......_.._. 156.50 ..__ _...,. ... ... .. .._.. _,. _ ,........._.,...... ..........__ it . PUMP STATION 48' TO PEPS UPIIMEL INV EL 16000 MIV 15 5.00 - 153.0Q" .. _ _. 181.00 INV EL 181.00 !NV EL 14300 140 _._. __.. ____ .. - ____ ___ .. ... w ............. _.._..__.... _._ 140 UPWELL BAR GRIT DEGRITTED WATER 4 FOOT (NORMAL FLOW) PRIMARY INFLUENT PRIMARY SCREEN 4 BASIN 4 JUNCTION BOX PARSHALL FLUME FLOW SPLIT STRUCTURE CLARIFIER 4 HYDRAULIC PROFILE - EXISTING - 106 MGD NOTES. 1 THIS PROFILE TAKEN FROM DURHAM FACILITY PHASE 4 EXPANSION PROJECT, DRAWING 14. 45 MGD EACH TO PRIMARY CLARIFIER 1 & 2; 55 MGD 195 MGD 53 MGD EACH TO PRIMARY CLARIFIER 3 & 4 BOTTOM OF SCREEN CHANNEL n JJ{ 177.03 SCREEN ROOM INFLUENT GATE 178 50 SLAB EL 180.33 176.29 174.78 173.91 EIR 177.51 175.78 174.35 EI. W 172 Imo 190 17621 ........__ ...__..._ ...... ...,,.. 177.18 / 166.53 17880 m. 177.62 175.17 171.25 ............. i ° V -NOTCH WEIR 180 NOTES: d 166.49 EL 188.E - ...... - _. .. _._......... �: ....... - . _.= _ . _._... 166.52..... ........ ..........._....__ - 1. INDICATES PROPORTIONAL FLOW SPLIT TO PRIMARY CLARIFIERS SURFACE OVERFLOW RATES. 2. INDICATES WATER SURFACE ELEVATIONS IN HES BOX FEEDING PRIMARY CLARIFIERS. _ _ _.. 170 47150 I .,�., ...... 170 a 1 73.00 172.50 s G ORCE MAINS �_. _.. 1_ o FROM INFLUENT WATER SURFACE LEGEND: 16D PUMPST"1 t" X6442 163.00 TO 180 HES EXPANSION (FUTURE) ~ - 20251137MGD: WATER SURFACE ELEVATIONS BASED ON ALL i O TRAINS IN SERVICE, FOUR PRIMARY CLARIFIERS IN SERVICE. IMMI EL, 750 _ .. 1S0 ® SCREEN LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% BLOCKAGE. ___.,..._ _,.,,.�.. ,.„.._ ... ............•...,,._,....,__,_ .....,..�...- ...,,,, _,..._.... = BUILDOUT /195MGD: WATER SURFACE ELEVATIONS BASED ON �." ,� -�.. -. „� "._ „.,��..... ��.•�- _ -._. mm �.�- ...��._- .� ". -.��- ALL TRAINS IN SERVICE, FOUR PRIMARY CLARIFIERS IN SERVICE. SCREEN LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% ry 140 ......_....._.._...._ ...... ._......._....._..._.,_........ _...... _..... ___.._ .._._.______ _.._.._.._____..... ....._._ _ __.......... ..__ .... .......__......_.._._..... 140 BLOCKAGE. IS UPWEU. BAR GRIT DEGRITTED WATER HEADWORKS PRIMARY u) SCREEN4 BASIN4 JUNCTION BOX EFFLUENT CLARIFIER 4 STRUCTURE O (HES) I- O a HYDRAULIC PROFILE - HES EXPANSION (FUTURE) - 195 MGD c U, in M o f R ORIG PROJ NAME SHEET TITLE. SHEET 27 OF. 140 DWG oRN: ARH DA B: MAY 2010 t / CLEAN WATER SERVICES GENERAL . �r 0 Cti osN: DJG owcx: 001 -G -027 THIS BAR IS ONE INCH a. n r DURHAM AWWTF DA JUNE 2 010 40 : WHEN DRAWING IS FULL CH2M H I LL D U PHASE 5B1 HYDRAULIC PROFILE PLC „, XXXX 001 -G -027 Q cHK: LEC CAD FILE p: Our commitment U clear SCALE. NO DATE N APVR DESCRIPTION APPD:LEC SCALE: NONE DESCRIPTION 25505WHi11 HiNsboro,0 on 97123 -9379 HEADWORKS IMPROVEMENTS °N 6410 LL REV R DATE DRN APPD Oregon PROJ It. BIG _..-. g ; SURGE BASIN 1 r t \ \ \\,,,,. --- O (t ] • 0 100 200 300 d d _ _ Scale Feet t I FF : ; SURGE BASIN �, , — '. • ' i ' 7 a NOTES: t _ } i 1. COORDINATE STAGING AREA LOCATIONS WITH OWNER. • �'. t '" �- I I S r" n.. ,n . c a 2. SPOIL DISPOSAL AREA SHALL BE FOR EXCESS EXCAVATED # • � ' °- F MATERIAL MEETING THE REQUIREMENTS OF EARTHFILL AS 0 ' �'"`"^�....,» " " ^- -• - -.», �` a i NPW IMPROVEMENTS SAS9R I € �� 1 : * ' • SPECIFIED IN SECTION 02316 OF THE SPECIFICATIONS. NO € �' ' ', /^� '1s, , E - 'I•a111 -1.41 , 7 777 w p " 's MATERIAL LARGER THAN 3- INCHES SHALL BE ALLOWED. NO � � „„,� i.i ' �., • ---.._ .. 1� ASPHALT OR CONCRETE MATERIALS SHALL BE ALLOWED. I I , f/ '"w .``>, J" " e a i 3. COORDINATE ACCESS FOR SEPTAGE HAULERS WITH OWNER. I.% # �"° ° °¢ � ° ! J �, ' ` � i , / ,� FILTERS ,, k„ .. t7 j � " 1 1 I __ ,,,„_,...._., ,,,.._. r-----„,„ • '''---- 7, i II , ,' --,,,,, 1 g C� € { g 3 QCs \ ,.. 11 ,No. / ,i I I i ' J 3 { SEOCHa { 3P 3f1 \ a . , . i , I tw' ( " CLA FE R 1 cLAR F'IIM R "* _ S s ,:i .. °° / yet i i i g 1 9 jf E g C i` ':\ r, • SECONDARY y,.,l °-».: 4.. ' DIGESTER 9'. d I AERATION AP', mm r t k COMP ✓ w 4 { ! 0`r BASIN 1i,fi. IN i �" ' ' fl--\ : -5 .$ C3 ' 3 ( '"-.�. .✓� r .{ '''',,\;.--•'11 - ... „" 6 i i l It i £ . - r ° ' A t t)\ Vii J,' 3LIDNs � �` 1 I S L SN �� t tx( €.I3; m} t 't I t \ 1 5 1r ° 777_0 -. _..__. 2 Y I',„ �" FC!~ Tf�du'a. II y { �j ,.../ ...2 p SUBSTATION • { 1' j r ` r f CHEMICAL LJ l ) .t A.F? k . "'41x'a r' f � a ' t r \,.......v f t s '' 6 t ` «.. I t ^� C- 4 "3 - t 0 i 1 . z f L3S1 LL3I�I a lJ °, w CLARIFIER I ( ° l q v g s • i 3 � • i ' s € f f !�^' /�(! C ai ,. 7 j j j ;, _ a, .. .,.., ii I1IN� •\' t' w 4 I �..: 1 la I'm'''. II g i � ' „ L,,,,,,,, E F s g rdeAAfdY t . _ ! lAil?A3P# � ' b j t ' j ..67..6018 L7P T}1 ° ` # Fx> t SAF4 ; r N 690021. "+ \ 3 (Ifs �: fEcI = 1: 7 E3u{ s' p ° tom ° 1 : , \ LAR FI f2 a , a x . . E 7 20604,06 .. " -. 9 I ii € 0 4 t ,� ` , " ms s � c� .........,..„_/ dii I 0 ,0°`° '«77.- € a as -. , ,- :,,,...., �- , , a , _�...... -+ . 7 8 2 551 _ :.aF k. Gc = r . + r " w.: "_`w,.,__ a e E 7820551 w • - .-- . 77 •,'"' ^^ -^ ^". ,-,_ ' i . ,� -. . �..,,w, s r^. . - : • H �_1F ,-w.. .wr.. # 1 EL 135.11 S EL 1$89 -^y ., . ' � s.w. 851 /4 AVE. . � . t � - : 2 � - ate . .r -, :=` =us. , x � � .. ,? � � . M� "DI� D. 1� x 0__077 ._._. x -- --. t _ , ., �:, ";�„ -- ''" - _ - -- - _ x 7777_, � +' i� �',* < - a -- „„ t I, f mx� i 1 tl 13 [ 9, + s n{ r C t r°-` w,..,,, \ \.. Y ' f I . t � ! • . di P 1 .1 { pp { �?" { i i i I ! a ' .- � " � - �� _ i ' - ` 1 i„ ' N $ „ ` 4�h s 2 P F + 1 �Yff' 4� I t r ^'" `t t ‘A ..--N `` A ,'C : , = €€ . . } w, ,""7 1 ' l a j ; J I z } i x -s ke � \ • R......_._.... P —44,', D _ .(� W , ' g /j , '1 Jp j(/ /'" `.r"`�. sc i:'4 t t ` ' \ 0 o .t .. r 1� a € ; ""'” ..r I 9 "� F >, i .9�"� ; i I 3 . 1 •: 'Si— q y-�4 z t + -i - s i {{ t 3 • F STAGING AREA, / ' °., !: -��J � ' . � -., r - I - I f �� fi t ' . i'i j i Q SEE DWG 005-CL -102 � % 1 - i ' . �. •' s xt t r € \ 'i , J ".-.{ � ' , ;.. ®" -^.`" ,s ffi /�T ,y y '.".. ,.,,' " \ I j � 4 f . 'tt� l 7 fj y I/ ,> _ . ,,,,,:.:.1 . 77 77, � i e"' • • . . v \ i f 1 , .._ \', ,,e cei z 1 � ST t \ E t f • t # ro 1 SPF i IF m b °'% � f NF BEN € • I# a i xF y v E :aP N € . fit .. ° � � . , "4 ii � 1 C ?N g ! I • # . co o I '-,.., -` "-'�^'... - sue. .w , ' �... , '- '' : r } I I 7 " 3 a {� , Dora ARH NOV 2009 PROJHAME: SHEET7InE SHEET. 28 OF. 140 Dwcx CLEAN WATER SERVICES SITE DEVELOPMENT . , PLOT bsN: JAB Dwcr. 005-0 -100 THIS BAR IS ONE INCH i n wi� r � DURHAM AWWTF CIVIL JUNE 20 - c� WHEN DRAWING IS FULL CH2N1 HILL DAT ENGI r Z CHIC WBW NO DATE N APVR DESCRIPTION di SCALE. commitment PLC a: )000( Oar 005 -C -100 LL1 PHASE 5B1 O VERALL PLAN J APPU : LEC SC9LE: 1" =100= gyp DATE ERA �PPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS ,,;,,g„,6410 LL EROSION AND SEDIMENT CONTROL PLANS � ! THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THIS ESCP AND • j - GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACIUTATE COMPLIANCE WITH THE 1200C PERMIT E L REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE -fit ENGINEERING FIRM REQUIREMENTS OF THIS PLAN. -' f` Lam. - ° " r CH2M HILL � " ' I ` 2020 S.W. 4th AVENUE STANDARD EROSION AND SEDIMENT BMP MATRIX FOR CONSTRUCTION PHASES 3RD FLOOR CONTROL PLAN DRAWING NOTES: IC : _ • n:r ,�" , r ,_, • ,� y y � PORTLAND, OR 97201 -4958 � ` N .I.c . PHONE: (503) 235.5000 FAX (503) 223.1492 1. APPLY TEMPORARY ID PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED AREAS AS GRADING PROGRESSES. (SCH A I + 7 s, a w ir1 1492 5nt.8. ) REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF 0 q 2 2 CONSTRUCTION ACTMTIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY - . = W NARRATIVE DESCRIPTIONS 31 EACH YEAR. (SCH A7.ai.) AVAILABLE BMP'S. frw \ 4, 3. DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY IF RAINFALL IS 3 EXISTING SITE CONDITIONS: � I_ �•::.,• ,� � FORECAST IN THE NE DIME HOURS. (SCH NOT IN ` 4. ALL EROSION AND SEDIMENT CONTROLS NOT IN THE DIRECT PATH OF WORK MUST BE INSTALLED PRIOR TO ANY AMMO DISTURBANCE. CLEAN WATER SERVICES I I MU I IRenY I FINAL I wErwEATI�R Y TIGAR �� ► ' • PRESERVE CLEARING G MU I NBTA HY aTAewAaaN lx ETINEMIE 5 -�, �_� �� DURHAM ADVANCED WASTEWATER TREATMENT PLANT WITH 5. PRESERVEEASTINGVEGETATIONANDRE- VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR NW) i • , l ja.�� . ,x,. J 8 CURRENT HEAD FACILITY CONSTRUCTION(SOHA7.Dii.1) ` a . x •:'��1/ - ` � B ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF Rim11ENAlIIVLVEC fxiINN •a p , ° ; ' ; ", ", °;; „_� �J `i RHAM DEVELOPED CONDITIONS: EXPOSED SOIL IS ESTABLISHED.(SCHA7.e.S.3.) a x !•nlln•-� '� a } :0,1) f AFTON $ y V 7. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWM GRAIDENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES APFL SINETRO OATIONS z x NTORALUC • j . ?� `+ DURHAM ADVANCED WASTEWATER TREATMENT PLANT WITH DURING CONSTRUCTION. (SCH A.7.01(1)) MONO WATER-TIGHT rrictio, EXP ANDE D HEADWORKS FACILITY 8. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED ANDMAINTAINED AT ALL TIMES DURING CONSTRUCTION .(SCH asrcmrm. x x x x z '7 Lgto _ Hour r+o. A7A.i(2)) TESawxnvslsr,ertseaHS x x x x 4!( NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME WATER-TIGHT TRUCKS MUST RESUEDTOTRMISPORTS ATURATED SOILSFROMTHECON STRUCTIONSITE.AN MPROVED TA> ' . /.t/ ;iP�' EQUIVALENT IS TO O AIN THE SOIL ON-SITE ATA DESIGNATED LOCATION USING APPROPRIATE BAPS, SOIL MUST BE DRAINED SUFFICIEN max • N.I.C. SUFFICIENTLY FOR MINIMAL SPILLAGE (SCH A7.d.ii.3) 10. TEMPORARY STABI senewmxria R STABILIZATION OR COVERING OFSOIL STOCKPILES MUST OCCURAT THE END OF EACH WORK DAY OR OTHER BMP3 MUST BE IMPLEMENTED TO PREVflfTTURBID DISCHARGES TO SURFACE WATER smienrt3ra N�ua>�+1 'x z x x x ' '- '- : y � 'CLEARING S (SCH A7.e.i2) �OYBR�"�I"�iOPI • 'MASS GRADING snuwwarnes _...,... 7 ; • ' O 11. DEVELOP AND MAINTAIN ONSTTE A WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURE. (SCH A7.e.R.3) R.� FEY , : _ . • UTILITY INSTALLATION 2 ANY l 5E OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, APPLICATION, ABS DISPOSAL (SCH NET a x x x x ' HEAD WORKS ADDITION CONSTRUCT A7.e.ii.(2)) CONCERN° x • • `: =. UALATI a ,. y � • PAVEMENT AND FENCE CONSTRUCTION 13. THE P ERMITTEE MUST PROPERLY PREVENT AND MANAGE HAZARDOUS WASTE, USED OILS, CONTAMINATED SOILS, CONCRETE WASTE, 9®NEIRTOP • •' ' FINA STABILIZATION SA NITARY WASTE LIQUID WASTE O R OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. (SCH A7.e.i.1 • i�` . • [.. max MI OFF AND SCH A7e.iii.4) N TOTAL SITE AREA =71.5 ACRES TOTAL DISTURBED AREA = 1.5 ACRES 14 SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE BORA. z x x AND STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSINGA sia HOPE0ON x 0•Ot OW 2II:: SITE MAP REOCCURRENCE OF THE DISCHARGED WTTFIIN THE SAME 24 HOURS ANY INSTREAM CLEAN UP OF SEDIMENT SHALL BE PERFORMED aura, craw ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIME FRAME. (SCH A7.f.i.1) NOT TO SCALE SITE SOIL CLASSIFICATION: 15. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS, DRAINAGE WAYS, OR WATERROLOES DRY SA%REPING MUST max BE USED TO CLEAN LIP RELEASED SEDIMENTS. (SCH 0.71L2) PCUMIONPRNA NON 18. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW THE MANUFACTURER'S ?WPM NONCE ; i x i 1 / PROJECT ALOHA SILT LOAM, HILLSBORO LOAM, AND HUBERLY SILT LOAM, RECOMMENDATIONS. NUTRIENT RFI FeSES FROM FERTWZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS MX NW x w LOCATION 2 TO 7 PERCENT SLOPES SHOULD BE USED AND CARE SHOULD BE TAKEN IN THE APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. (SCH su z ION-SM x ••• x x x ■ ASTO • IA A7.f.i.3.) wNC�IEwAVnrtME,, ,llax 17. SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT WAS REACHED A HEIGHT OF i THE HEIGHT OF THE FENCE . HOOD RIVER ABOVE THE GROUND, AND BEFORE FENCE REMOVAL (SCH k710.1.) - ' PORTLAND v PENDLETON 18. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS WHEN R HAS REACHED A HEIGHT OF TWO (2) INCHES a TIGARD •- THE DALLES AND BEFORE BMP REMOVAL (SCH A.718.2.) . TILLAMOOK ENTERPRISE RECEIVING WATER BODIES: DURHAM AWW CA EDUCED BY TF 1S CLEANING OF TRAPPED CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY WAS BEEN R h LA GRAND PERCENT, AND AT COMPLETION OF PROJECT (SCH A7.Lii.3.1 SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 4, B7 20. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP MUST OCCUR WHEN THE SEDIMENT RETENTION - CAPACITY RHO BEEN REDUCED BY FIFTY 1501 PERCENT, AND AT COMPLETION OF PROJECT. (SCH A71.1.364) RATIONALE STATEMENT g Iv 21. DES MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE NECESSARY TO TREAT CONTAMINATED p N PORT CONSTRUCTION DEWATERING OR SEDIMENT AND TURBIDITY IN STORMWATER RUNOFF. (SCH MIK) 0 • 22. SHOULD ALL CONSTRUCTION ACTINIDES CEASE FOR THIRTY (30) DAYS OR MORE, THE ENTIRE SITE MUST BE TEMPORARILY A COMPREHENSIVE UST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE I PRINEVILLE STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD. (SCH AB.a.) MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PUN. SOME OF THE ABOVE a © 8 REDMOND 23. SHOULD CONSTRUCTION ACTM1ES CEASE FOR FIFTEEN (15) DAYS OR MORE ON ANY SIGNIFICANT PORTION OF A CONSTRUCTION LISTED BMPs WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION 6187E • * SITE, TEMPORARY STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WATH STRAW, COMPOST, OR OTHER TACKIF1ED PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL :END VAL COVERING THATWLL PREVENT SOIL OR IMND EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCH ABS.) CONDITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, MID OTHER RELATED CONDITIONS, AS THE EUGEN PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WALL BE SUBMITTED. G BURN 0 ROSEBURG OREGON lam PERMITTEE'S SITE INSPECTOR: COMPANY/AGENCY: LOCAL AGENCY - SPECIFIC EROSION PHONE: GOLD FM: CONTROL NOTES: BEACH EDFORD EVIL KLA • TH FALLS LAKLVIEW DESCRIPTION OF EXPERIENCE: 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. 2. PRIOR TO ANY LAND DISTURBING ACTMTTES, THE BOUNDARIES OF THE CLEARING UNITS, VEGETATED BUFFERS, AND ANY SENSITIVE N AREAS SHOWN ON THIS RAN SHALL BE CLEARLY DEUNEATED IN THE FIELD. EA ING THE CONSTRUCTION PERIOD, NO DISTURBANCE IS SHEET INDEX PERMITTED BEYOND THE CLEARING LIMITS. THE OWMERPERMITTEE MUST MAINTAIN THE DEUNEATLON FOR THE DURATION OF THE VICINITY MAP PROJECT. NOTE. VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 3. PRIOR TO MY LAND DISTURBING ACTMTIES, THE BMPs THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE, CONTROL I R T��Tp /�1.� P • ERIMETER SEDIMENT CONTROL AND INLET PROTECTION, THESE BMPs MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. EROSION COL PLANS NOT TO SCALE INSPECTION FREQUENCY: 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES PROJECT LOCATION: PROPERTY DESCRIPTION: • ONCE PER WEEK ON ACTIVE SITES. OFSEEDIN THE NIX MUST BE IDENTIFIED ON THE PLANS. 005 -CE -100 EROSION AND SEDIMENT CONTROL COVER SHEET ONCE EVERY MO WEEKS ON INACTIVE SITES. 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA AND • 16850 SW 85TH AVE TAX LOTS 25113B000600 THROUGH A SEDIMENT CONTROL BMP Le. (FILTER BAG). VMTHIN24HERS.OFA0.5 "RMNEVENT. 005- CE•1O1 EROSION AND SEDIMENT CONTROL PLAN TIGARD LOCATED IN THE 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT • WASHINGTON NORTHWEST 1/4 OF SECTION 13, TOWNSHIP2SOUTH, DAILY WHEN STORMWATER RUNOFF ISOCCURING. SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTERASURFACEWATRSYSTEM ,ROADWAY,OROTHRPROPERIES, 005-CE-501 EROSION AND SEDIMENT CONTROL DETAILS COUNTY, OREGON RANGE 1 WEST, WILLAMETFE MERIDIAN, WASHINGTON 7. THE ESC MEASURES SHOWN ON THIS RAN ARE MNIMUM REQUIREMENTS FOR ANTICIPATF_D SITE CONDITIONS. DURING THE LATITUDE = 45 °24• LONGITUDE = 122°45' COUNTY, OREGON HOLD A PRE MEETING OF PROJECT CONSTRUCTION PERSONNEL CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, MD THAT INCLUDES THE EC INSPECTOR AU. INSPECTIONS MUST BE FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION MADE IN ACCORDANCE IMTH DEQ 1200 C PERMIT REQUIREMENTS. PIAN TO DEQ PER THE 1200 C PERMIT. ATTENTION EXCAVATORS: 8, N RMING, P P L SC C TO MULCHING, OR OTHER APPROVED MEEASURE Y INCLUDE THE APPLICATION OF FINE WATER OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS. B. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEO IN THE FORM OF AN ACTION PLAN. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. ORIO PROJ NAME: SHEET TITLE NrR6 DRN: ARH a ,� : APR 2009 S " EET 29 °P: 140 mG x '� ` S ITE DEVELOPMENT DBN: JAB DWG* 005-CE-100 CLEAN WATER SERVICES PL O T �i � DURHAM AWWTF CIVIL J UNE 2010 .. • ' -'> < THIS BAR IS ONE INCH o R WHEN DRAWII EG IS FULL CH2M H I LL DATE: 005 -CE -100 CHIC WBW CAD FILE NO DATE N APVR DESCRIPTION Ourcol I It entiedar PHASE 5B1 EROSION AND SEDIMENT PLC e: XXXX .w APPD: LEC SCALE: NONE REV* �� IJRN DESCwPnoN 255 SWHiIIeUoro Hwy. Hillaboro,Oregon97123 -9379 HEADWORKS IMPROVEMENTS CONTROL COVER SHEET PRa k6ylo FOR FURTHER NFORMATON 0 ON DES CR � � , C 4Or CL WATR 4 - SERVICES EROSION PRE+JENTICN -- - -- s o FENCE TO ASSURE SO S TRAPPED PLANN NO €SG: MANUAL, ,p,-�'- ..:. • _p 4:.;P I • V • d .•'. •' : ‚ „ � •0' ■ p. ■a I. U • •:-• �• RA D I US 2S' MN ‚ 4TERLOCKED ,�y��, CL N PIT RUN OR 3 - 6 CLEAN ROC< AND ATTACH !MUM 12 O ; .- - � OF s€:s SV8GR.DE RENFQRcEM:NT GoTExT1u:. As REQU . , : • . • . . ir . USE STITCHED LOOPS . . ::• : . • • . . OPH 3 mfrrijm _ _ OVER 2x 2 NOTES: POSTS 4$41!jh- ;:: SNGL FAMIL R�OEKT frOITtOe sope. . I F 1. BURY BQTTOM f7F FESTER fAC 6' PA %..///.• F • I P TO NSTAUEt ON '•';1( tiPHIEL 510E OF SLOPE. . � �'�^�,�\�� .. '. OETAk N4.940 NOTES; S aAR RFC,j O 0 TOE OF SLOP • si MNNThJND N A CONOflON THM W%L PRtNT TR OR F LOW I NG O .» tDENT ONTO PUO C RC,HT 0 WAYS 1)US MAY REQUIRE TOP R€SSO RPA UfOR C ' FIL TER FA8RC MATERAL PLA SHEETING OJT OF ANY MEASURES JSEO TO TRAP SEO4MNT , ‚-' ds 2 WNEN NC$SRY WHEELS SHAL BE CUkNEO PR TO ENTRANCE ONTO PitBt1C RCff O WAY ' W WASIRNO LS REOUIREO if SNALL DOE ON AN AR STh8tiZEO WITH ORUS1 STONE < , . . T H A T DRAINS INTO AN NPR' VD SEOIMENY flW' OR SEOMT NASN j . WHFRF RUNFF CO NTftJN*C' SFDIUENF IMLN WATE S LEAVINt TIlT TE V.A P6 cSSTRUCT1I'ti p .. NOTSMINIUUM 12 OVERLAP OF ALL SEAMS REQUIRED 4 O • I4EASWES HAU BE IMPIFMFN R 0 TO DIVERT RUNOFF 1HR000H TO AN APPROAtD +_t H ' 2. BARRIER REQUIRED as TOE OF SOCK PILE. 5. Q2Q83 3. COVERING MAINTAINED TIGHTLY IN PLACE WITH A 20' LANG NT 20' WiOE B OFEP OF 3(t MINUS CLEAN 110CR. -. 1..... U 6MAXIMUM SPACING U FOR I1.RTHER INFORMATION MAXIMUM 10 GRID SPACING IN ALL DIRECTIONS. 50 LONG BY 20 wor 3-I3 CLEAN ROCK. FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER IPJ COVtcNC AUTHORITY MAY REQUIRE GEOIEXTILE. FASRIC TO ON DESIGN CRITERIA SEE 1 N L W SZR.10ES EROSION PREVENTION PREVENT SUB -SO FUMING CHAPTER 4 OF CLEAN WATER SEDIMENT SERVICES EROSION PREVENTION It = S P AND OLSON MANUAL. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. • CONSTRUCTION ENTRANCE PLASTIC SHEETING CleanWater Services QA Services SEDIMENT FENCE Cleanwattr Services I •n namiImnt Ii slat Wit caniccilmeM is clan. )RAWNL NO 810 FESISET' 12 Otit ccclii it Detail Drawing 855 REMSED 12 DHAWING NO 87.) IW.AISED 12'Q6 a- U, cc N W MAY BE USED SHORT TERM WITH UTILITY WORK AND WITH 9 PHASING OF DEVELOPMENT o a. - •uI:.s.0 u. • 111111111 . :: 1111111111 :: - - . • 0 CURB INLET a AREA DRAIN C O NTS BIOFILTER BAG INLET BARRIER 005-CE 101 - I PROJ NAME: SHEET TITLE: SHEET: 31 OF: 140 oust ARH APR 2009 I CLEAN WATER SERVICES SITE DEVELOPMENT PLOT JUNE2 � WHEN °5-° DRAW L -1 aeajjJiices 010 CH2IVIH ILL DU/TF EROSION AND SEDIMENT .-:::: -- 005-CE-501 __ T. z NO DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENTS CONTROL DETAILS APeD: LEC SOJLE: NONE SCALE. • , 2550 SW Hhllaboco Hwy. HIlisboro, Ocigan 97123-9379 PuoJt ENS , .1,:t 1 1 — — • . . - i" / / / / ,..------ . -- '''''''''''''m.'' • fi7E 1 '''''s I ...,,,,,,,,,,,,,,,,,,:mm.„. :. .....,..: .. !......... 1 f .101: 4- k`fc....ttit :4 11„..4, - la... ,.,, ,4.,. ,...,,./ ,ii.„L„.1%,i, . --#. , ...., ,„„ ,.• .0 ° ,..,.... , 77, • • - : : : . . . ,,,, „ •• q \ ',,,- t • , TAt.' %, : . , . .., 8 . , 1 i / h I 7 // je-''''' :.,..:... ',..•• •,',..: 'I' il ., • • V .- °.. .-:... : ::..i I '`: ' ...f .---- , i ,,) „1--- :i 1 ,,. .-;:.. ; , .,. ; / ' 1 ' / ' ' •• % ' ' 1- 1-'• .• .f," 1 : .. • Ff' ,,,, l'• s... : . , .'"' • -17— ff.„‘„,_ .i >.... • ' . , _, , . . ., .„,/' ,, ,,,,.,. CUT.:. ,EX, ST WALL/ D: if. * •...:::.:........ ' . ilir4 ' ' ''4111kA. ----' --- If. --;471t41.1': l' 1*1: 1-'''...::''..1'1:1''''-'1‘11.--1.." '''t----4:3'':'1.7:Id1.‘°r-...:4'.'...'.'''1 \'''''''''':•is'I''''.51eIrli'lli;/:r..1:'1:1 ..': 6%) • ''../ i r 1'7)* T , , - -F- s-• ,,-- jiiik 1" PW ,.--"' ,„'''' • _'" .''' —.--- Fij6„.. ---* ---- -----''." 1 if k k 1 I i ; / 'i: - '. s ' .. ,. : . • 2.'''t:;:*", - ''''' .; ' "...' # : # i " - 1 ,":.. s t , u _ ( .....- -- :1-ii • 5 - \ '' \ '', ‘, \ 1 i 1 i 1 . , . 1; .,.. , ., . . ,....., 1 I „ , ( - ..,„,-.' „„,-"'" ,,,,..------- --- CHEELECt- --- ...---‘' '-- ,..--- „,,,--"' .;'; ,. I - T.,..-' ' • I ' • ' • " : 't 20 k ' ' ' I I 1 1. . ' • ., •• • • :• • • '.. r ,,,0 .. ,, 1 - ... z a,.2.. - <4;: 8 , '' i;,, , \ 0 0 • 0 a mmummmoN , , . , A '. \ , - . - • . . 1 • • • • • — . i I 3-1-----.VI t3.-- 3 • • • P ' ''' %, „-- f , ---_,...-, ........„,,, , ... -- .,.,...,,........,.. , . --- ---1-. 74-11--F%00 : 1 . :' .: ....N.,, 44 ; # : #::./ , ‘,;• ,kt ili I i 1 , ,,,, ..„„„,..- -• , 3--2' ALUM \ 1111 111 11111,1 i ' - •• \ *'*• .-' • _ , \ , „.., ,.,•.', 3-2' POLY .i;o•WETE - 1 i 1' ii i ' i 1 i !' 1 1 1 , k , 1: . , .: - "*. ,-' ,.,'• ''',''' ':', ' i '-'5. '''':---- I " 3 1 .;\ 1 ; 3 • i . !Lill f \ - • 103 ".. :, , \ .,. \ . .. 4- • ,.. m..., ,..: i• I• i : \ \ : 4' . / i / / / / / i i • 1 \ i sEisotg 2 ' ..... EXST CURB , ,,,,, - t2 AND GUTTER , IT V \ ,,,,../.. ' :•. ... '',. F'.... --.,,„.,. - cw•irm.4"1" ‘•• • • "'''',..„„,2,...,_ I \ ! t' ';'-.:,,, i ;;<, , • I ?. ..„ - •..- ...... :,,,,,,,,,r... ir:,,,,,:,....r,s, _..........." ,,,, „„ iiiiiiit.,...1. ..:::1......,T.,,,,,,:LE:.•,,,,.,0:,:x11,„187::s.:111:TI' \:\..f::::::l'...4itiir':'',',, ,,it''''''''.10,,.:,::::::.0,:',:.' -'''-''-•7111114*.._15.1%,,,,.0.A,.1'44:sEE'. .1...N°TE."'::''-j'''''''-•:;:;4---:''f 1:''.i'';*''11:.....'7.':''''''':1'5';:..-.--'''-;:7:--'z-/1---'--.111-11 I ::1'ia..?'.:''."--ll-.1\l'i'l;' . ., PROTECT EXST / 1 \ \I < I [SALiE AN RIX0aATE EilLST GATES, OPERATORS , 1 .: ••••,:.• , . I 1 " . ".,. 1 F B REAIOERS TO THE.EXTENT PRACTICABLE. UGHT POLE . , ',6 , "1.... ! . , — E CO PONENTS AS NECESSARY PER I. ; I • A tt-Au r ,,.. . I * „,,,, -''''''•-•,,,,t "'-•-•"---.. • i ". IFJCATIONS.1 . I, * 313 .41F.3/ \ ,,,,. ,fflF I - ---- ' - • \ ,..,. ..„ !•'.';' DEMO EKST' ' 'NN. _..., , ' . ? e 1 / ' ,-....„. ' ' ' IRIIICATIONNIAINS WILL BE CUT AND CAPPED : s, ?#,. '''# BY, OTHERS AT LIMITS OF CONSTRUCTION PRIOR ITO PR O T G E X A ST E T F E 0 E R S i'l, - ..,3 ' 4 a ' -.. '''' 1 ' ; I VA:INSTRUCTION. REW/I E AND DISPOSE OF ALL I REMOVAL, SEE NOTE 3 i 6„..,..,, * 4 . „. ,...ey , ? i f 3 . - / 7 1: ' ; '' : ' .‘‘'• : . ' • ."' TREE, SEE NOTE 3 ''-., , , ....„,,,,k,,,, , 1 I ' ii ABANDONEDIRRIGAT1ON PIPING AND V TES : is . DEMO EXST ABANDONED 1 : . , - i ,w,-.0.,,,Ro.,EcTi , ., IRRIGATION VALVES, ' „ r e ) .4 ,-. y . ,..,.._„\ , ,.,,,,, •. ,,,,,, :;,.,„,:.? ' IEXST'' - -o.„ .. J •: • - ' '"' 4 • . • ''''''' ' :. 333-- 3 : • , *". : 3 . 3 * SEE NOTE 2 "<<„, . c .• ,,' i' ,,,,'"''' /Ia. RELOCA StAUTOMATIC !„,,,;;.,...,...,,,;-/„..„„..----- .... . -"•1 1 i • .. - ---- .": --"" I : '-'1." = H ' iil 1 , i I t 1 * I I ''......, 3. I PROVIDE TEMPOW NCING Y CMSTRUCTI 1 p i ., ... -....• 30.c.ANTI suGEGA -.....,....„,..-4-0,-..„, ;..„,,,, ,,. , • , .••, ,.....___- - 1 1 !ARGLINGALL., TREE§ TQ BE PRO . , i .t:•:. * D E M 0 EARI ..a 1 ' .' 1 ': • • • SPECIFICATION SECTION 01570. , 1 . -•• ' 6 ....• • \ • at \ *4 MOW STRIP", CONC • - ••• A +., 4 .4 •, • .47 -' :,!..--- m ' , . , ; ''' . - ' ''..* - '-- ''-.- 11-",, '',,,,f.4-''' :r ' 1 ". -: i i • iiii \ a '3 AtiR iffiL MC., •:'' ''""A.- :. 7......y :.,'... '„..-. - '''''-• ' •• * .46. A' .' , • 4'4. 3 4 •••• 1 1 1 i - • ....HO "-. . • 1 1 i 7 1 . .31 •ttIt'j1,4: '.4t. 1 • ' 1 , : , 3' ' • V' t T: . . • .3,"•„'''D N , „ , ; " , I : `■ i ' 4, .i..1 ii,,,,, XeE ''''''*. - 117: 1114111 41\r. 141/4: Nitivr,.. ANO : SXS,,j-NT0-"T':".• 1 " 4 -,.•/... - ` , : - ,. „--_ „ / ----”" " i l' '''-" , -,: , ,. ri 1 . 0 , , i . . ,. W,I 1.//,,/,-.. ',I it, I /I:!-;;' I i s„,„ ,,,, * .,,, t!,.. , * c'll'' • •' ' /•••• ___:\ jr .,., _ :; _„..." -- ....E v, ,,,...- - -'.-,*" -- ` , ',...--* • ,..„ i f i i i ; \ \ ,,,,,,/, 1 . .. 1 il f f . ' • 1 # - 1 - t. ! ' 4 ° 7 v... ' ff• ' 4 4 ,,,, :„ , teEta , 2 I , *f........... 4 ,.." .• : . 4.,. .. °' . • ir ' 4, , 'To ..ipr . .‘., : .... 1 1 - ... , 7 "'";' ' : I / V frf .pR ExsreNPW •.: ' ' • . ! • • ' I , I ! J ' 3 / i 3 3 ' .', 3 i 1 1 1 . 17 i (n • 4 I / / ';', .: l i 0 i 40. 1 , - ... : ::P . A.. ..„„ fp fr,t1 /II' 11- ( , , •// ' ,,,,,,, \ •• 1 , 1 , %, . • , . (4)3' .., : ,iir .. .., • • - , 0 . . . / . . B U -••• I.' . „ Cg." • g i :gg CURB AND GUTTER . ' ..• • .'. ,. • . • ... . .../F „,„,„ A ' 1 !' : . • . 0 Of ''.. IA , 4 ''. ' , 0 A". 4 ; • • 4. ba Jt.'3'1•4 ' t 3, . :3. ' " :411111°•A - ' „..m f ' -,-.. 3/41 1 1 , ' " DEMO EXST R • ' 1 "I. 1 I 1 \ 1 1 \ I t. *.... 2, !, ...V.r LINK FENCE. , • ...!' '''-‘,„ . i i e. • DWG:200-0-141 . .., . , , / ., • 1 ' : : i : / : ' •i I i : • I . / i '''''...,- --.- - . . g ' ' g DEMO EXST ' ' X ... ,., ..... • , . . 4 , " i .....:- .1 FENCE AND a. • pf / • , MOW STRIP '' a < <,"<•". 7 ,'''.'' . , . WE y ,.. , '' " (..<;:,A.„ IIIIPIN ... •- ' 4 .t. 2 • • ' ". ,,,,,_ * ' ■ C ,<; A ' -. 1144 01‘;:' • . B '''.. ' ' • • '''.. 4 '' ' !: " . • nitga..; -• .• ' ...., -:,..-- , -•, ",::-.. . .-,-- .-.., , , ,..., x -.',. 654 . '..../. , 1 I . . . . . : , . , , • DEMO EXST a... y C Y • ; • Ir ta - ..-et ' ' / \*\'‘•-*.`. \ S '''', 1 :t%a- '' '.4 a ''''''' --- ' ' . ' .:l : f c , „ , TREE, TYP Ac DEMO pymi ERST ; , ; ; 1 ; : ; ''''" a . '''''''',4 "-• . 7 -.. P. 11 k <, < ' 4 ■11"Ii4. ,.< '-;,*• ,,, • , , , . #;,,, , ._ • , •■••• f "mmitar..,41400.,it '. - , :' 1 : ; , 41411k. 4 -, gll:f 1 % N N 1 1 1 ' • , 4 '"." .4 - f rem it* A . . • oft: 11 444 46 • ' f ,i ... 4 . ,,..,. A ,. ‘ ,. 7....,,, 1: ...„..../., -1.,:,.•.•. ,: ,V". - \\:9: : , : '4 , , i 4. 1.11:.,,, /,..‹) ,. .;3 77 • 3 . '-.. .**. . / ::3:34'''•4, 4 4...• : , I " '''. / e l i I ,, -, vti, ',. : .. 4,4 . At 1 i • • ; -.4 " ft,) 33.•:„ ',A... , A•4„.. . ; ,,,,, ,,,,,,, ,,, c ,„.,..., -...,,,,, ,\,„," c ‘• , -,. ) e-D, , !si! .'ib..„ A g - . . 0 4,111114 1 . ., . A 7 , - A - 0, * '4,-' ° . • , ..„‘„ DEMO ,.,.: 6 , , - , . ' - "t) ii.............. . ' t.: . • ,.. • ./ /..:- ,- 1 . „44....-. •-• « • 0.,,, / .., • - Nitt.`,:t . ....1-L-.\* "N, ..:-- < /.:- •e•• - • ' . t'" , .2' - ' . / 2 '.• \ : --,.„Isq:,.."/,..-.......,..:`-.°.4&, :1 I :" , 'iv,°,:,',- ' . .•,. Ni- - ' \ 1 I 1 . i \ 1 < ••. - • ,4,7 --, ` / i ' P' - ,' ', \C-1-11113-• ": .(** OW^ ''; g‘'16-/' A • ''' I 61.+. •7 1 0 „.:„.. \ <,.1„...:,, , „:::,.., /../\ ' ; • A - 4 . 7 . „7„3 ‘1....,.;.•..4eiljti,..41...;i:'i.., 11:1: 3'.':':. co • • . 3 3 1 ' •t 3 t it tit / tl' \ttitit ' .', , A., ...:; ....44' ;lb, • ° 116 F I 7 , ' ,...,.., ' . ' — ., ‘ 1 , " k i I ,. P I I I \ \ -,,, i,, C / .1 ' ..„. I . . ,,, .0F ,,, ,.. 1- I 1 I -, / s ‘ \ ' / ' \ - ‘ / / •-"I "•.• '' ' 4 ' I ' ' " "'• '''•?•- 1 f I ' - 9 , ' i f - \ \ \ \ ': , _ ,......-. ., ,. -\--- i ,,,4 , , . \ ci ..:„ /7,.,,,:."... ,.. ,.. /: ,.' 7 ::,„.„ ' .,.„...,..,. : : „,....',... .) ,_. ? ,,, i: : oN/ : ,,,T,, ,: ,. L ci. t i , ? ), - : i f / 7 i &•*, •, , . : • . - ki 1 1 , i . , i - i / 1 4 fir -. . 1 .. i i ,„.,, i 1 i i I .:. .: • „ s, , , ,,,„ ,... - -,: , , „..,.: a D il i -t , I / -,g4' .,,, ?. g 4 - , . g '''' : ° • f i t t # # I I , I i 1 / ' . . , t •-•::••#.• ; I t• , . . ... i . „,,,,,„ 3' PPiiRP D i r ,,,) ti . \ \ 1 , ,, - - ,, ,, : ,„,i , ------.,,,,:.,) / ,,,,,°-. •-„.-..,‘ ,,,,,,.''' / , ------ `• ' • .P4` i ?it a, ---1 1*P °F if / • I ' -./..- ''' • . . g cs, / , , ,,, , '''''% l dt f : f ° t ittilif---„,„ i I/ : . . -- ,,-- id # I I I i f I t / / 7. ,,,,'''''' i •ff ,f, ' '::: • . • - i t t I t f t i / i 7 , 1 I . ''''- ° „ ,......,,....., go.-.../ I 1 1 1 1 4,. ... . .'4. • I 1 • 4 't ,. * / ' 1 ;” 7/ ', f 9 s k / ,4, f '''''\'‘, r''' • 1 . ' ' ' # -. •„#.,%, \ ,„ , . #. . _ .474,1\ '''ff' ' -',, — '''' ,, ,. \\,\\.;'::' ' \' '' ''''N ' • —.... ,---. , ?., cn \ ''',..,,,, . ., N_., , -1-• , I.• -..: if 1 l■ • i i I , - ---..„N\ % ,\ \ ,,,,,,,o.,c, _, ,,,, 7 . ., -..,-.,.. - It ! ■ :1 1 ..... co , ''''''' ...,, . ,.. ii,..., \ . - CI) ' i \ co ------ MEET; 32 °F: 140 DWG *. A SHEET TITLE- do......,„100,r, PROJ NAME CLEAN WATER SERVICES SITE DEVELOPMENT JUNE 2010 PLOT DRN: ARH g NOV 2009 ==11■ DURHAM AVVVVTF CIVIL 005-CD-101 CleanWaterServices CH2MHILL DEMOLITION PLC ft3 XXXX JAB mom 005-CD-101 PHASE 5B1 THIS BAR IS ONE INCH Our comelftent is clear PLAN cws 6410 ENG WHEN DRAWING IS FULL HEADWORKS IMPROVEMENTS PROJ i < CHK: WBW CAD FILE ft. SCALE. NO DATE N APVR DESCRIPTION z DESCRIPTION 1 "1 APPD: LEC SCALE. .1 =2 0' REA! DATE DIN APPD 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 U_ 3 PI, R =10' CONCRETE CURB N 640666.68 E 7620202.78 ✓ ` '' �, 1 TI PAX �,,,,J # 4 � � , , T 3 w � I f ; plc b E 8$F ' # b N IC9 ' ' ,,, . „ .,�.� ,w - "E _„ # n \w' ",N, °LM° I 11� 5D t - WI o zo 40 60 �rr - I : ; :. $ S ` 2 - 2" : ,,,,r ...,. - a .......- ,_.t?4_"'..... - --' _ 7 e em u' Scale In Feat ? . -....- ..-�. .._..._._. z.s 77 i „/' ,,...-'` --.^" '""- -�'"" t # # i COORDINATE TABLE ,° STRIP (CWzz71) _, a CURB AND 1 i1 w $a ru. . ? I 3 CONNECT TO .,"> )lis Caxsr`1 E cox* { r, ,?e, llr,4,' f , i i POINT DESCRIPTION NORTHING FASTING EXST FENCE NEW UN / ` ,• CHAIN GUTTER Cttt N PA". / / # I w ' i � NO. LINK FENCE/ CONNECT TO ® U•. c • (2250) (PY 1:.} 4 ,','"° # x, # 1 START CONCRETE CURB, CONNECT TO EXST N 640714.18 E 7620213.63 2030) / ■ EXST AC PVMT / - � - g I # j # / O RELOCATED 30 ' •-•" f „_ I 1 2 PI, R =20' CONCRETE CURB N 64070322 E 7620225.10 '\ / AUTOMATIC Q <' ' " # ,. • '�` '•e, `•" "wt 4 PI, CONCRETE CURB N 640681.85 E 7620178.07 \ / / CANTILEVER � `. ...SLIDE GATE / ,. \ 5 PI, CONCRETE CURB N 640616.75 E 7620138.08 � _ 6 FACE OF WALL N 640568.96 E 7620277.50 8 PACE OF WALL N 640527.3 E 7620283.62 �• ® t e \� FEN r MOWING STRI, �•,• 7 PI, CONCRETE CURB N 640527.32 E 7620283.72 NEW LIGHT i � \ , -. ....7a ,.----- "`° ,; ,. � ~ I � �,( 9 FACE/CORNER OF WALL N640557 -58 E7620270.52 W�\� // CONK <7 M s " _ i '1'1! i 10 FACE/CORNER OF WALL N 640607.11 E 7620215.37 , / ( 20110) K ' v C� �x / s. 11 CENTER OF CURB CUTIDITCH FLOWLINE N 640629.09 E 7820263.98 �/ I I f / r ccaac 12 PI, R =10, CONCRETE CURB N 840658.30 E 7620216.41 %g CURB; PYP �� / 77 woo r "` n r 13 PI, R=20, CONCRETE CURB N 640688.26 E 7620240.95 (2251) 0 ® � � ., / \ t & v,,,- [ CONCRETE CURB, CONNECT TO EXST N 640698.06 E 7620252.36 -4 ,- ^ 14 END CONC r { # `. - zr c 7 } 0.36 E 7620210.59 i GUARD POST, ® „,- _ ® / CONC SIDEW A , 16 END CHAIN LINK FENCE N 64068 " S 3 / 15 BEGIN CHAIN LINK FENCE, CONNECT TO EXST N 640726.90 E 7620134.81 e7" ;3 „p„y; TYP OF 2 . ». .... g , 4 _ , , ,�; , �., _.. .»_ - . S # ; 5 F r i y ,^. 17 BEGIN CHAIN LINK FENCE N 640668.58 E 7620229.77 ,,, 18 PI, CHAIN LINK FENCE N 640663.53 E 7620237.99 ( 2080) MAIMED STEP ". ` , « 4 r " f I 19 PI, CHAIN LINK FENCE N 640694.57 E 7620257.05 f ' AC PVMT TRANSFORMER PAD 11'x23' • 4 • ,. . x 20 START CONCRETE CURB AND GUTTER, CONNECT TO EXST N 640709.67 E 7620302.69 f I w.- A . r, ,'r , sm s =� l 3356 TYPE H r ,,.M- 21 PI, R =100 CONCRETE CURB AND GUTTER N 840719.76 E 7820336.70 EXS FENCE �• ® ( ) . «e ` c a • » W 22 END CONCRETE CURB AND GUTTER, CONNECT TO EXST N 640718.75 E 7620380.32 0 _ / � �� Co 4 4k 4 ' LAN JG, N 23 BEGIN CHAIN LINK FENCE, CONNECT TO EXST N 640610.44 E 7620130.62 0 0 RETAINING c " I' 44 , � TEL , Ci;' ' r f Q _24 PI, CHAIN LINK FENCE N 640804.74 E 7620130.41 WALL O , ; N - 25 GATE POST N 640593.23 E 7620149.84 R OOM _ TRENCH DRAIN C ONK TO AC ^ � J , / p ''''''' '''‘,1„4' 1" I 26 END CHAIN LINK FENCE, CONNECT TO EXST N 640537.63 E 7820242.54 0 \' TRANSITION \ ® ? r C ` __.,,.. 27 EDGE OF SIDEWALK N 640626.38 E 7620269.35 \ ® \\ ( '22 34) ♦ CONK PVMT ' QUIPMENT P 0 ' r N °,0 w„ / CO 28 EDGE OF SIDEWALK N 640639.81 E 7620277.59 \ z , ;> s 16' DOUBLE 7B, 140 g ¢� s /'� ,..^°° & SWING GATE 2 230 ) ?� ; ✓ +S 4 29 EDGE OF SIDEWALK N 640626.72 E 7620298.90 �� e I x ^a { 30 EDGE OF SIDEWALK N 640617.81 E 7620298.12 ( 2032) 0 HEADWORKS APPR QN O , 7 • - ADDITION SOIL 80 ,, 1 °>..- - -,, s < ,^.• `^�-_ 31 CORNER OF CONCRETE PA) N 640658.81 E 7620245.60 g I-- „ r" � , ' - " { -` ,._- µk5 ° 32 CORNER OF CONCRETE PAD N 640644.77 E 7620265.20 00 - - 5 0� EN Wilt � : 33 END CHAIN LINK FENCE, CONNECT TO EXST N 840717.66 E 7620374.53 `'''4' °?• At? » \ / ' . ' .» * `"r" ry i $ 34 CORNER OF CONCRETE PAD N 640614.53 E 7620289.13 __„ EQUIPMENT PAD, : ; �� a 35 CORNER OF CONCRETE PAD N 640612.34 E 7620292.70 MINE O A + SEE DWG 2003 s f i f 36 CORNER OF CONCRETE PAD N 640555.51 E 7620280.89 STRIP ' � 0 's � zEAOWOR K S / # 37 CORNER OF CONCRETE PAD N 640551.41 E 7620287.56 ,✓ " °' 44Rg. TYP j 1 ' . F -- '` , k D ^ € i 2251) ® CONE !, ALC f e „ mow ¢ i€ It : ( a. / , (2010) .. f , - ; .�. a NOTES: \ ` NEW INK FENCE " f B <.' i < ¢ 1 GUARD POSTS SHALL BE LOCATED 2' FROM ( 2030) RETAIMNG _ % i A ° x ' ' /' m a ADJACENT CORNER OF PAD OR STRUCTURE - - - ` ° ` w UNLESS SHOWN OTHERWISE. S -y, , ' 11/ � t" € ' ` CONNECT TO „w• �3 `^ � .r ' t '�' a �» s; < y „ . » ;4 t , F 2. FOR ELECTRICAL, SEE 005 -E -100. ` O { �/� EXST FENCE .) k -•„ S TI NG Si Gg a a -' S. Iscx €;ate r { is I '' GUARD POST , ' ° " , „„ _. -,_ N FA�ILITY ! i MU.'SQ < '� TYTS a' 2 Q i I SEE NOTE 1 ` h �' f - 4 ( am ) J.r 11 1::::/‘ i IN ill [{ ';' O ; `,, ' w ,. r : `Z H • b 3 I E IL. ' E EXIS ENT , - _ - ,_ M r''% .: I 1 -... ' ----- --:.'":, \ - \\ N -N , , ,,,,,,, \ \ \ ,..,'''''‘c \ ,,, __, 9, i „....,,, A. ,, O .11 } DRN: ARH ORIG NOV 2009 PROD NAME : BHEETTRLE: SHEET : 33 OF. 140 DWG*. i'- * ++� �� CLEAN WATER SERVICES SITE DEVELOPMENT .. ' PLOT g agN: JAB DWG* 005 -CL -101 THIS BAR IS ONE INCH . n D AWWTF CIVIL DATE JUNE 2010 - di 2 WHEN DRAWING IS FULL CH2MHILL 005 -CL -101 £ _ i CHK: WBW CAD FLE* SCALE. Our eo■ is elur PHASE 5B1 HEADWORKS PLC #: XXXX - y , ,.�.� _ j " L NO DATE N APVR DESCRIPTION LOCATION PLAN APPD:LEC SCALE. 1 " =20' # �� N �PPO DESCRIPTION 2550 SW Hillsb Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS PRw * 641 0 E,x;F LL . 3y • �, ^.'"" _ -r„". __,:„„...w.— m —,_°-- 6 4; 4z � €_J i { ,,,,,„,-, __,,,,,„„,-7-:------mm f.. '1"" : . 44 +s Y .. x -i + 3 --. i r CD / • 0 20 40 60 p x eT i•• - ,t. I. -. ' ^' ...mm ,�,. ...� ,........ -_. ✓✓ // ) f fff ^^ ■ ■ ■ ■ ■ i 9 a 1Lizs._:•, Y, i ` ._.a....777'111_, I ✓ 7:::c.„,,,H _ .w^.°""I f t Scale In Fad ! � .- €; '4 t , (^. , AREAasN ,,,� \ -T7< 1 .. NOTES: I r t 1. RELOCATE EXST GATE AND OPERATOR FOR USE BY SEPTAGE` -s ` -"`: , 3 ��0�` . k ow rs .N3 K0.a` HAULERS DURING CONSTRUCTION. INSTALL PUSH BUTTON \ z�F \. - # [ • EXIT ON GATE FOR USE PRIOR TO FINAL PAVING AND EXIT J LOOP INSTALLATION. S \ > I 2. INSTALL TEMPORARY CONSTRUCTION FENCING TO MAINTAIN \ RELOCATE EXST GATE s. ' 1 x CCESS FOR SEPTAGE AND INSTALL OPERATOR PLANT SECURITY WHILE PROVIDING A ca' HAULERS DURING CONSTRUCTION. CONTRACTOR '\ \• I " FOR SEPTAGE HALER USE , - ' "` �` ..� _ ,.-- a, ; STAGING AREA, \ SEE NOTE 1 --- - ..,„, §§ SEE NOTE 3 \ r i `CONSTRi)C'11 _-- .- `�,._,, y .., S 3. AT COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL i ,. ,, FENCING SEE �` A n �d � RESTORE STAGING AREAS BY REMOVING ALL ROCK AND p NOTE 2 7 / \42: r MATERIAL GREATER THAN 3/4- INCHES, AS WELL AS ALL NAILS ° s ' '; - . AND CONSTRUCTION DEBRIS. 1 \• ¢• ( // ,\ ' M EXST RQ/1D rx } ( § S A • _ CI D PROVIDE f 1 I // A ,. \ COti�STRUCTION ACCT STAGI SE 4 4 - I „.ma 4.Q,i° z.; CON C;> - TEMPORARY , ' 4 Q 47.7-- ....,''' . -,,, .a.,..,,0 _„,.,. i:- ..,, • .,.... ,,,. . 0 I ., • " x t 1 ; � I f. CONSTRUCTION .,.., .. ' - > ; i i t FENCING. SEE : , < - ' r' Ili / I °'. ' 1 G' =� +:::s: NOTE 2 • a � , cA • -^^"% i I • t ! . , j °` ■ r s t z ! '3V i - , / yi ,fr 'I C= k ,� 4 4'AiR t } 3 \ .....! � \� O ♦ ' fi t ' d J \., •� € lb' `,{ , ;\ HEADWORKS 8e , ;_mt, x \ � = # �%' ' " ADDITION ,- ., ',. , : "' - • - �...., (( _ z. d 1 $ fi .. r z � P t C It" � ,..,.'54 f u 4 r°s�3 EXST c 3 �s.3'- . s _.,a,- { y dt,�. HEADWORKS ` $ - t � j " - i L t , .«..,...._ f i • :,,,,,„, j ,,\,\\ N ,,,,,t. . .:.- r ' .:."" '-'-`," 4. ''',''. a. " �.' "'' 1 i i � ...___ --. _..; EXISTING al � / RE SLAB s' SE PTAGE / • ` . .. �a5�:4aa ° t i c 1 5. i- i ! r''^. ' `" "' ;7 i l r r t t'n r:a 3;F.' a' { 1 0- r' - rtsea t.a .a . i 1 f 1. 1 •-''. " .t:4' • ...:V: ,,,,/ 7 / / / i i 4 f - ,,,,, I - : zs w ' e € f a•. { a ,-A''' f s . i f / '') \ *1; ! " \ \\„\\\ \ . ------ N—_,...3 1 \ s'‘.---''' .'"''^..,,,,,,'''' 2 . g 1 ' l i g i '. . Fr) CD x „t • � / V DRN: ARH M APR 2010 PROJ NAME: SHEET TITLE: SHEET: OF : 140 DWG 't ° DSN: JAB DWG* 005-CL-102 /�l��Iyy mG� [CIV �� CH2MH I LL CLEAN WATER SERVICES SITE DEVELOPMENT PLOT JU 2010 a; ' w THIS BAR IS ONE IS CH <.tCdll ♦rl ►71CTwl DURHAM AWWTF CIVIL 005 -CL -102 WHEN DRAWING IS FULL Our commitment D ATE: , v.... % Q CHK wew GAO me u elm PHASE 5B1 TEMPORARY CONSTRUCTION PLC « . Z SCALE. NO DATE N APVR DESCRIPTION € �,j L II I APPD: SO.NE. 1 " =2 � DATE oRN APPO DESORPTION 255OSWHAsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS FENCING PLAN RoJo6410 ENGR LL 1111\ 1/4,b , • II" • .Litrptoo. F 0. "N4: "--.C' ' .. ' ---W- . .,. _ „ _,.... ... I' ,....,.. . ..-^''' ,r : ; ' .. ., ... XI' A N -.!. ..,. I -•!:.-...-•„.e. 1.--, , ', .' • • • • - 1 1 / i i i / / , 7 --,------ . „ . •..:,,•1,.1.... ..: • • • ...-.. r , - -. --,,..-' . --'------ --- '''''\ / „,7 /i - ll / , ,..• •••• -..,.,..... .•• ........,„ •,,, ,...,...„.„±„.„,„:,...,.• ..,..„ .... „.. \.. ,a,. • 8 \ ail / i ( I '' ' ? qtE f'f ' '. fC/ ,„,r6 I 6 ...,I '', I ,11 ii• ,;:e.1 : :, ,„: • : ‘i,I ill/ 1+ 1 , .. ... .. -71 , ,.4 -"a" 6 W` ' D .:„,,„*SI'' •S't 6' _ „„.--... — -,'!" €€ : ( - 1 , ( . ,k1; Ill A.., _• •:. k 1 4 s .. • ' .. - ,,„ if I i - - -. ,,,7 j t'l J ,,,m, j ' : -.. '• • - : I - I i " ,••, ' . • • ' .f..' ' •,' 5. - ''. '• .. ' 1 ,", t ' ''' / ..,^'-' „.„---I 74 m•-••• am ,/1/ I , 1 I I % % 1 ' ‘ ‘. 1 ' • t ,.-.. • -,---.• ''''' 42 •••• - i ErE .....---- ...---- !L„...-2.-Iir i• .1 ( 1 N • I ! ',.'' :. "., • .., .., .. . , ,...1 „,•:0 ,-;,,; f ,., -..-• •. • ., , ,,-, i „,if ..,,-...., ,., , .., , i, .__-_-- — ____,-- ..,.–•,$ „,---- , f „:!,.- , ''',.. • ' ' ' '1 p .1 : ........m172 . . '..''' • i ' M g C. ...f.' .. , ' ,.. ' i ' ' • ^ ' N ' m M W3 Spako In . - I i 1 . € • ' • " -...: - .=. • . , ' ,, , . , ,,,.,,,,,,„ . ... N - . • '6 4 . .. . : 1 • : • 'd ' 1 ' . ILI i. ;Iiii'l . • • • • :;: C)(FAit4 : ‘ f I.I ,,,,' .....,` \ i • ' ! 1 1I': , 1!ii ! , . k •••€• • €--' ‘ H / V. \ .. .. • €,., ,,-•,*' ' -'",,,,,,\ ; . €:2 W*/ V -," "\ --''''"i r (5N) \ ' l:' iii 1 IThil . • • ' . .4,6, „.,,,, - .,•-• I 1 : \ N„, ‘ ....t 1 1 I , , i i$ - :; 1' 1 ' ' ' , mge: 10 ; , \ • ,7: TC 177.1= \ - ,, ' ' --,.., a . %• ; - 1 .I % ..-7...' \ 0 ' ) zt .;,, -- Bp 176.68 :,_ " ' - SWALE FL -%,- - 4 = atErrOk '': • / Si 1 CI 4 I ' '' ' .411 ' 1 I 1 I ' 1 1 ) ' I 1 ) I % , M•ATCH-EXST „. i . -€_11-1'._•mA•.€-.T. co_. is(78sT1 :,, --€.:,-,-.€_-€...........,...,_......,.._ ..„, .,,e_ .,,,,i.",;., :,,.,,,,,,,,,_,,,..:,,,,,_. „...„,.r.1„.7.0z: : ,),.:,,,...,.,..„,,..et,,,,, ,,,......,,,,...,.,,,,:,,,0,,A0L ,,,ii,/:..,/,Iii.:...:11,.i.i.i.111.4t:..,.14\:, 7.4o..,"I....:i\.i......,,,,,,,.:,.i:.,.::,rf_.,,al,!.II.ti.il,i.:.,..... TC 176.70 1,1 ,.., Exerrit'A., .::' • 1 I 1 -„, -:- 1 / 1 . 0. • -% ' ' CURBATSWALE LOCATION. 1 \ , , ; '''''\ ' - , . TC 177.79 • ., BC 176.20 M ATCH EXST MATCH EXST, . FL 174.95 ' t' s•'‘'' , , 7' 1 : i ....f... I,/ /Ii t l• ( I I 1 005501 \ B 177.29 MATCH EXST SEE NoTE: :. . TC 175.54 k.. ''''''\■.,,,,,,,, TC 178.00 GRADE 1 1 . 1 : 1 ! BC 175. , , y / 2f) & k. 1 \ 1• • • : ' ' ; ; ; '2" BELOW TOP \ BC 17780 S . € \ i TC 177.50 / t i -, 11 ..."-)...... TC 177.90 ''''''.... BC 177A0 BC 177.00 .._-.--.---)-- --"• --:.• . , ,, --------„,„ u0%= .STR:9 ---,,----....- --,,,,,, -,, -IIONV \ smx .') I ..1 i 3 . 13. \ \ IIT HEIGHT IS 2-FEET IN FRONT OF k ) -.. .„..‹, ,•:---------- ',..„„ / "",-... ..„, •-•'',.I.: I 1 i \ ,,E (ARMEN,' PAD. 2-FEET WEST OF EQUIPMENT*, F 3'8 y .:€,.€ I # - . ''. ' N. , ..,,. - 1 ...„,.....„-......, -„,,,,,,,,,,„ s t . . . SLpPE TO Cr• CURB HEIGHT IN 3-FEET. € \ ..:' "f I ; I r"'s, ‘ .. ‘, „ ' ''• I . ...- . . ." ,•,... .... •...._., ( • : ' . • ----... : = I f.: 1 :,,, , ,, ; 7 •. 1 1 • 4 t•D : €• . 1 . ,..., , . . , ••/;z;!€:11 -, € • ,„..,,,,,,,, /) / ..06 BREAK • ' ' ' '''..,: ....1; ---- I 1•% €". I lti€ 1 tt k '1 € i ekt . a ----1",:tz 'Is ,p 'efkbf• 1 / 4 ISM • . . • : I!', ii 1 1 II '1' 't ' \ 41114141/4‘. . .., ,.., •: I.:1 'i 0 I -,,,,,...„......„.„, ■ A 1111f/TC 178.00 . . ir ' ,. ..Y : 1 .... . ," , -i. ‘... 1 I I € 1 % 1 € 1 I-'I''N\\'\ F.- . - i '• I 1 i I 'Ntii......, s' a„ ,„,.• 1 '' '1 * • Alrir „----„,--"-- ; 1 1 x ---'•,,.... ',11.% 1 . ,' v ,44 .„ , i , 1 -. ''r ..., f si ,1 1 1 i • I , ; GRADING LIMITS 8 - - / ., I,- •I. - FL . • = , .-.. :\\\-., . . . , 4 .%,:,,,,,,, . „. 4 ft FL 175.84 ,, €€ I , € I 1 € . : %•. :,' 1 % • € % % ; : ,...,,)'• : ' '''',€.- 1 I 1 ,t , t).= 1'% 'a = • € i % % % l . k . i , i ' ' • / EL 176.47 , - A •.•., , ' ; „ ? 1 . i 2 \ •I% TC 176.80 „, . . 4. . INFILTRA TION ARP_A:905_c( j . . , .... .,.. . - -----V :-... '''''''''• ' '1 I I ti b .. i; • % € '. = = = = € 1 1 1 % , •k, ,..-,• i : BC 176.30 : • • II: : :- , 1 , .:- a., 0. ta ca . : • 0 177.00 18 . 41pr EL 176.55 k •€:' ":". 7 i , I crl, iii]rf il tilkii -!Iii,11 rml. . , I 1 ? • ' : I / • k k \ I 1.•'\ ,9, • /4 4 A i N rie‘htt,, , . - • , . - e • . • •,, 7 , /,..• ,,,, - 4 i . ati ON (. _ ) , < '... ...' ' ,•,, i -1 ! i / '',. •s:' ; j ! " • . i ' ' ' • ' : i i ' A ,, i •-• - "\ - .., • -. '' • • ' 3 ' • . r• 1 -,•• ., , s., ,, . , : • 1 , , \ s ‘ • . ,..rw Tc 177.9o,-. - : STRIP' 1 ' • 1 , ' ' 1 1 ' 1 / ' • 's • / 1 i ,• - ' - S \ 1 ‘, Is I, BC 177.• t'i TVV 176.00 BW 176.00 , ' \,‘ - 'RETAINING 4 / , 40 ,, . < , . _ , ,... ,,, t; .1.,,, 1. 1 : : . ...1: ' <> • ' ' , ,1 " ' , ' '''' • , , • / - m - ' ' BC ' - 176.8 ,% „, Ilioo4444pp . 1 7.' ,9 44; . ' 00 ' -•, 8 07 . 4 . •'. ' . .'..• .". , . • ,. ..: .. ,,,6' // ./):, 1../ :14 1 • ••,1. , :', '. ...111 1 1 \ i , 76.37 -1---- 4t.'. . , • e • - ,.,.. . WALLn I 1 - / I • ' ' 1 I : IN TRENCH DRAIN . .,--%.,, • „....; ;,. ., . . : V I ', % € € % TOG 176.00 1 .•\ -. ...‹ . 4 ''''s,..8 '" / ,,,, p II i I- € 1, i .... 2 N - S -5 °Y 'o' ' ° bz, i f 6' i .. I I I' , , , : ., , , ., , ., _,,,, , : : U, I • '''i'•J I : % € k I I 1 t € € € \ 1 3 ,''.€ ' I = ,..175.84 ,,. * . . -=„,.. J /, .. .....- € 1 € i ' i ' t \ 1 31 SLOPE , 005-CG-501 s . ) 1 • ,// 176.00 ..* 176.25 FF176.00 , ;) ' ' 't , 1:• - .. ' . ,, ‘ I I ,,,,, • 6':atIO. ... ..,. ::/;./•es,..I,e' 4 , ... ....:•,....,,,, , „„ ,, i ,,,. . 1 ; .ix\i t i , ,.!.. ,f, s,,,, v_:: . : { 1 .. ,,,,, .....• .... ,,,s., i i ii f i 1 - ‘ A ..- 111 i: 11! \ ,.■\ '3/ .,,,, ,,• ". RETAINING ' 1 ' _ :,x . ''' 'Thad ... V . , ,,,, ',.,. ' ./ 0' ' : , . ...".. .... ,..,"'''' ,../ ti'l ''; il \ ..,,,, 7 .4 9 7,): , ./ * • ,/ TVV 179.15 -*Il BW 176.00 ,o SEE NOTE&Alik • ,, :,,..,- ... J , 7% . , ,O . , •, --- .,, _ i t i ' i I ..) 1 61', 1 I i 1 7 I 41 1 ‘ 1 1 , 1 1 1 \ 4 1, , ,- • BW 179.65,t - 1 - i - — - 1-x.„ ..T ,.. „..--• ..,,....,..„,„,_ 1 : • “ ' ' • ,i'L **- 'N./ 4" - • ...* , P•4,, ,. . 4 , , ,,• . .. ,". t.", ! •S'' • .A. ' ,..4:p ...,.. 1, I, 1 i 1 \\.• -217766..5og -. let ; , 4 EXST ,... FF 181. 040 e k t *4-, i a* 4b, k. , -4..,4, • ' " 4 ,..* ,,, 8- -s$1‘14. -..------, "...€1.. ':-.... , , .€€ .' .4 s. ..., ' :'...:.. ...,,,.....,,,,.„.... .J ,.. 4,, `,,* k . , "13%'.0 -.0.a- .. '"'"-• •-•-/ .? 4 ,.. • I 1 \ r• r •.€ € ,...... • . • • i 4" l '''. lo. I ",t' • -t 1 s.., \ t .• - . . . .. . ... • • / I i i • : .,,,, 1 ., 1 \ ‘ V \ ,-...,,,,,, , S AV .V '..-...' ' ..•,:', ,,. = • .• -1- AP ., , / °R4r7 : • ---„ ,./.*, -.a i % ii i ,,.., ..., i \ . , 1810... , ss, ..<- • . , {`„?.%. i.:; ; '" 1 • 4 ',.., I ..),, 1 . f 1 A4 „ . .7 7,U L . ."'' - t `'`. * \ • i ', ‘ s' s ' \ 1 , . 1... 1 -1 ' :.! il :''' . - t . ----- ' i: 2 I € = if \iii -.,. ,,,) '''•-,‘,. ... , 4 - ..„--.,-,,.--..• , , , ,;,•4, n RETAINING WALL ;I• ';:. \ • '. . .::..7■.„....;:`'=.1%. % .%';,'''" , • ,:i"...4" • . , . '764-1$ t ' • 4 4 • • -,' " 0 : • € h 2 !I!.. I • 1 i \ 44 I 0. k • € : : : : 'It . , . . . / 2°11-5°4 .'", - ' - ' • - " ,,I, - - - -. ' ..- - :- - • =-4, ' .ce %. ..,/ K - '''\ - :•i-4i• ' \* 7 . ".'..s'.: 0.,. - ,,,i, • ,,iil 9 1, , , . .• " " i ,— 94 • . - '" .. k ' • '' 1111 \\ :1 i I r , / ® .,. • ,. .-. .. • . ....• .:* t • • - -2- ../ • -- . v. - • A / ' . • ' ' e es, I ., 8 • ; • ''''4 .:-. ..? . / . pi . . • ; "( ,%.,= *: f .•‘ f i / ..,,.:., ,,,.€ .,,€, ,,,,, m &. 88 ':-• 'Ali 1 i i i 8 Sy . 2... , ., ,,......... „. . .,. ,. : . '..•:; € 1 € ; v4 " ',/,, 6 i•,: .b, / \ ROOF DRAIIV ,.., •••== .",,i. 13/3STING - E , AGE . - ., , • • . ).,- .... r s - i / '•S % ,, ,i.., Z8b : ..;,, 0 I I INFILTRATION AREA A / .....:•:' ' --- '''..., 1 -" , RE NG FACILITY • '' • •-' - • 5 !N .6..."+., GEM ' , •-", RII.I. I. ,,.,,,.. • .. .i'l "; ,,, .., - „. , „ ..... ... .... _ .7.,..... / i • ,•' . i . • i 1 I 6: . - . , , , 1. , „.- „..,- L,- / / '''''''' • ,;',`-'••;:>,.., // - :,'":' I / / i / / i ••••y:•:,. Fi i i 1 PI 1 I ; i i ; , . .? 1 .....-, i i i i ,, ? ,•;:,„,.. i 1 • .:: . 111V 1 i I I 1 € i I 005-CG-501 0,,, • -.... ----- / #:., -",. i ,="0 7 / / f I i i ', : ))' ....___. If •ff., . - • . N .• Al•,..• • t 11111 i / . r. N. ...... / ,I .g i 1 : • . ' 1 a i / 1 `` ' ' i ,...... ,•''' ../ .. . ' . '.,"' ....'.:' 1 / ,,,,§ .S' r';9, g .....„. , . . . _ . . . ! i , , , • : , , I ''' ° • ' , ' " - ,, ' .• . ,,,,,6 V / , . , .,' 4 ,,. i .f ..€ • • . ; €/€ •.„. 1 'r \ 1 0 1, ....1: . I 1 N• / -.3,,, -••,. '"-••,„ ,.. lij 1 I /11 1 : .--Th • i ,• -,•,'/_ , ',,, „rn _-,..--- ......rn-- .., .... . azi / /./ ,..-• ,•--„,..,, • .z • I , 1 1 / ,,..,""•"'"z' --,8,,,, '''t I </ i : ‘ , ,,, 1 „,,,, - • \\,,,,,,, ,. ,,,,„.„ , • , , *0,„ ..•,,,,,,,„„ \ ,, ' '-',-, „ , . : . \ , . \\„,,,,,,,,,, : •,, .: i . . . ,• } ,. : I , I '',.„,„„,..---' i• i : , 1 f , • : : , ) •• „.. - •-, '''''''''''''N'I\ -:-, \ \ '3/441\,..'N't• r" • 1-4 it i:1€1: I fi i ,.. ,•,,, N G C2 ,2 DRN: ARH gr NOV 2009 PROJ NAME: CLEAN WATER SERVICES SHEET TITLE. SITE DEVELOPMENT SHEET 35 OF 140 DWG* PIM JUNE 2010 DATE: f:**Wirrl • Alt...:- .....•..,;.:.: ',..• 8 DSN: JAB rime 005-CG-101 aeanWater CH2MHILL DURHAM AWWTF CIVIL — 005-CG-1 01 id THIS BAR IS ONE INCH PHASE 5B1 HEADWORKS GRADING F.L..: YJOOK 2 WHEN DRAWING IS FULL Our emthaelat is elm 1 CHIC VVBW CAD FILE ik AND DRAINAGE PLAN HEADWORKS IMPROVEMENTS za6410 ENGF 1 APPD: LEC SCALE: 1 = 20' EV* DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 ii: N640682 02 TRENCH DRAIN CURB / SWALE FLOWLINE E 7620232.74 T.O.G. 176.00 2480 ) / NE CURB 1 % 1, `" E 7 620232. 81 640872.58 6" TYP 1 177 IE 175.50 0.5% 1 - N 640680.84 I ` IE 175.18 E 7820230.84 SIDEWALK, SEE NOTE \ (2010) 6 "SD �IE174.2 /// SURFACE J GRADE BREAK EL 177.50 Oil SURFACE PAVEMENT' RELOCATED 30' AUTOMATIC I FOB READER CANTILEVER SLIDE GATE, I LIMIT OPENING TO 15 FEET — Ai • o • a a — E 4 06 2023 9 © TRENCH DRAIN CD CURB CUT c " ° 005- CG-101 005-CG-101 , I� �1 I _ ...._._. .\ PF. PROPOSED GRADE ,J o —177 / EXST GROUND N 640655.90 I RELOCATED TOP SOIL, 2' MIN I PEDESTRIAN GATE E 7620222.56 1 NON -WOVEN GEOTEXTILE, 177.00 SEE NOTE 1 NOTE: 2' MIN DEPRESS CURB ALONG SIDEWALK TO MATCH ROAD GRADE. •• CI ENTRY GATE AREA � �-��' ' 3D0 1"=10" IE 174.00 580 CF DRAIN ROCK, 005 -CL -101 SEE NOTE 2 FOR CONTINUATION, SEE 005-CY -101 NOTES: 1. NON -WOVEN GEOTEXTILE SHALL HAVE A NOMINAL WEIGHT PER SQUARE O 1 /// - YARD OF 8 PER ASTM D5261. IT SHALL ALSO HAVE A MINIMUM GRAB TENSILE STRENGTH OF 200 LB/IN, GRAB ELONGATION OF 50 PERCENT, SECTION PUNCTURE STRENGTH OF 90 LB, AND TRAPEZOID TEAR STRENGTH OF 60 LB. 6' -0" m I 2. DRAINROCK SHALL BE CRUSHED ROCK OR GRAVEL, DURABLE AND FREE co o - 3 SD I O 1 " =5' FROM SLAKING OR DECOMPOSITION UNDER THE ACTION OF ALTERNATE co WETTING OR DRYING. THE MATERIAL SHALL BE UNIFORMLY GRADED AND ' I SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: ` SIEVE SIZE PERCENTAGE PASSING - -- -- 2 -INCH - - _ 1 -1@ 100 INCH 90 -100 ... 1T-0 18200 I - 1 -INCH 20 -55 rr' I I. 3/4 -INCH 1 -15 ` 175.00 A I I N0. 200 0 - 3 179:00 I \ 7'g h III. n ♦ 4 I \ I ^ I . 6 j 8� I ROCK AREA .. grill ., N I I 175.00 17900 w I 3' SD !, 4� • .- • - ^ I] I' TOPSOIL, T MIN I- I ` I a �.. 75. u• 175.00 2 MIN \ 182.00 AA -- - -- - - ° � e CD F OR CONATION, � �� % � ��% 171 00 /( e�11 S EE 200-P-140 3" SD �i�� 111!! IE 172.00 ui 190 CF DRAIN ROCK, O ROOF DRAIN INFILTRATION AREAS SEENOTE2 a 0 1 " =10' n 005- CG-101 SECTION 1"=5' C el to CO I ' • 1. DRN: ARH APR 2009 PROJ NAME : SHEET RILE: SHEET: OF: 140 rnvD * '' i ° CLEAN WATER SERVICES SITE DEVELOPMENT ri. . 0 DSN: JAB Dwc r 005 -CG -501 THIS BAR IS ONE INCH SOT JUNE 2010 ' ii �. n W� � DURHAM AWWTF CIVIL WHEN DRAWING IS FULL DATE: Q CHIC DJP CAD FILE It Our ONE � a class PLC * )000( - 005 -CG -501 if.PNA z SCALE. NO DATE N APVR DESCRIPTION PHASE 5B1 SITE / GRADING APPD: LEC SCALE: AS SHOWN REV DATE oRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS DETAILS ao *� ENCF IL ,„ . .. . .4 , , f , v — :_ . ,,,,,,,,,,„,,_: ...: ::-,•i...,, , ....,„..„ . , i , ... .........* ••" • . , ' ,• t f ...",, e - - - • ' ' 5'' ', E 'n: i, *,,r6, ::44 ; '2 .1 , ,,''''''' i .: '1 ; . , '---,•, , . ; . A . 0 ,00; ( / 1 ' , -',`...-.,........:: i t T - 1 .- ---;--- -- f" :11" ..f--„, , E f. f I . • , . •, - . , . .5 ,0 ,. . , 4 * 1 5 1 . , . •• • r 0 , -, , --, •• ... ...•:, , , , _ ......,0- i , .: it ---,,. : pl;:r Iv. I ! i I :,. -..... • r; 0 .. A.. _. 8-E i ..' P -2-1/1" 1 ' 1 ,,,„--'''''' ,,,,""''''''''.-- .,----------- 1' CligrA * ___&.1------ „.. ' ' I!' ! I 1 l . I I I li Z.., ‘ I l ' • •• • : ....\- 4? ', -4: 1 _,..,, sTEEP liCy i, . k 1. ..--- ,.,-. . - — ---- • • CO - 4 ----- : ,:k . p • ,„ m\m„,,,..- ! ,< p .1 :E. t77.1 I: 1 1 ---..^ I I TO TEEk 1 N i ' ' :' ..' • . „,It J 1 , .,,,, Atli 1 lt . PS - • \ .:; ' .- .• -,,,.„,- , ..TALUA4 is ' '',' - x:i.l.:A •• Abik ' VE. .------ %.:, ''. . ' St•E' . i m - .. - . CO PIPA4706-P !' ' `N si, , ..1 ..,v: r • ::: ,I., ,'• ii 1 :i • , .... _ . •, .., ... . ,.. .., , : :..,, ,6,0 ,e, 9 - ! . • . I I ,,,,t.x.......i*---i 1 • ,, I < . , , 1, . . . * loi: ".?; \ 32" POLY mftcn,- T (AMER PAN ,•.14 t ..,..7„...:. , _ “ 7 , \CAL) ' ' .... ' \ . 4 '' .. . .. 4 .! 1 , N '''''' ,,. . ..,....,.,. ,.'.:. . i I ‘ N., / JAP i i l ''' I I ..‘ • o 20 40 M:l '... ;:. ,,,, , i 1!0■1 i \ 2-4" SLEEVES FOR / • ' • i Scale In Feet l kl.,., I \ \ IRRIGATION, 2 PLACEW SEE NOTE 1 ,.," ' „....- . 4 ' l - - ,' ' ''' ' m .„ . • ', . , „•'-'- 5 l ' "'„, '- • .,,„ - -2.. % % '''' r " - 2^ l- `. . : .7 --I' a I ' . N „ , , , , .., , . . . .. : 1 l ' l I .. :: ' I i .-•-:::: --, 7.. '' . ' ' ''• • -•#1.. , - . - - - ' ll ... m .- - '''' f ------ ._ l . „ _,„„-----7.-.:j 7.1".„..,77.7_,,,,,,,,,. .. 1 . -.' s. / 6 " ' --- Th -..., ----, , .-:--------- ------- -,,_ . 1 g ----____ '',. , s . -...., NOTES: ',, ' I ; ''N, -<.:..--;;;;;;.-..'''' '•---i • 4 -,...„,,, .......,. - *rf.: \ '.z.,.., i \ ,-'''''' N ----4 „ - ---- ---\ u t 4 '"'..• '5. '",*„...,,-,../^,-.- .0. 1, 1 . ' -..,- - ,„--- ."i' t4G i ...? - mi• I ' N " '': - ''':--. - R AGA ci i 4 / .- %, 1. RFUGATION sLEEvEs sHALI. BE C-900 4 .e , -..:,..„, NI , , , , 1 4 3 SL E E FO p Typ a ..1. - *ii , -,A7f.,,,,;;„_..-----2-_-_,,,,,,,,,, , - .. ...,... -_, ,i',,'„ PVC, MIN lir COVER i , 4 • : -,-„,, ,......„„._, \ 10' "••••z•., , . '--------/ '"' .,...„,„ jr5NEE Nowt----'; . , . , .. . ..? , , • , 4- 7.".,. : - ,7* -- 4..." 'egiO - ,' : ---- 1 ., • : --.., / 2 IRR WINO SHALL HAVE Mq.1 24" COVER 4 co . , .,,, , . ..•••., . •., ..,--. -..,,tt.. • 6,,...,„„ , - ,. • .4.. , q's 1 __,,,,J-- .. ""Waif„.(5.4.0 \ ' TYP g,-...,..•, : :, ,-z., \':',•:./ ,'..• '- - \ i 7 '''''. '. \ a PROVIDE + ON OUTLET PIPE PER DWS , ',..' .- • .5 4". .3, -5, • .rtit " 4 .- . ......„-5--::::::::--: DETALL NOI 240. DETAIL APpLIES TO 7" ONLY. I '. ' ' i S#. i -.- ,....- . . . .. ..„ ,..-,,---5 ' - :-.1'.'''':.. - : '''''!'^' '''' i :' 41' :"A --- -- : i 1 • :•-• l'• ' • ''. i / ''',- i < t i P. • '171; ,. AND mu ,... //„. ,. ... ..,-; ' ity '-' 1 40y 7 .-:.1+5' :: ,..„7:-:.:„. : - 6 7 i - ; : .*; .. • .4*. f`>". / ''" --;,-,, ,..it..C,,,i„..5405 ";r--.,,„,,...,- 1 ' . I :. A i i * A \ / .......„,„ &..:* A t/ Iti. ii: -,, , , , ... - = 1 \ . / .---•''-",/ , -. ..' .........., i - ..1* .- •-,,,-,--.--- ---- : , 1 . = i •,.-‘; 1 I / i lia5 : . ,„..:S' ; ! Il: : f f i ; i ! z< , • H.: i 1 1 , 0„,,, 1 1 s" ":"k-•%,,5 I P r/ . / ...,„.„,.....- ;.; .'i. ...' k ---- 7 . I- Of / N .. ,7 1 :7.: :. .: ,,, ./ : .... ,_:_____.,,,,/,:).,, ., :, ; ir ; 01 / I` 1 ...••• / ‘ ' ... .., ''- DRAW itsIFILTRATION AREA / 8,/ • • . . ---- ' ''',,, 4,„ : j . 1, -' 1 :. del I .'„ =. -------„, CB (2460) -''''. - P ,• / g i :: ,. r 41 I I; y c' p 1 , ; :, „..„.•,..:',.,' \ /....: i T.Tm • • - ... .. •• 4. - . "' . .33 • 4# . .' .. if ' : ::' 6 - , ..11- , — , Os , I . s., . . ... . ... -.., i - ' \ \ E N 7 64 62 0 0 6 2 1 5 0 2 .8 .8 7 8 _rn !. 4 . \./.4,. ..,,.....,..... .. , , AE OUT 8' SD 171.50 , • " ; - - • •,-- ...-. ''': i g .-„ sit• . l iE IN 6" SD 171.90 rn1 t - 7 - • \ ,, SEE NOTE 3 — - . • . • ' — •TECT MT ,... + . ,, . _ _ ,,,,, A . .. . ''`•"‹.. ,, ,,. d ...... ,0 6 " 4PW ' , • . ..‹ • - * • --- ''' ,,,,,,/ \ , 1 , , TRENCH DRAIN . A tr .. ":-. , Ir , *°.i,! 1 37 FA, coNNEar_,, ' . • e )14 ,..: 4 . 1 ,:i 6A : ., „ 44,P , - TO EXST FA OW i '', • - ' 4 41 Ar . ,,,, <„,:•• . , • ' • i; : • • ' ' ' '''• 1 ' 1: i I. ? k ‘ I .,, W SD ../ ,,,,,,,,,,,,,,,. 4. 4 , ,;,•.:,,,, ,,,,,,,c, .,....----7; 4. .. ..,;, 3 F FOR CORTINI: : i . , 4114! It '''' '''''''' m .,.: :, . .. 1 : <b< I : 7 ;i• i , 7 : . 4 , 1 ; 1 / i i://".// . . -.......,.,„ ., . 4-= „ „ . ,.../ , • • ./ sEE2 4,- : • 4%. 411 ,..:. / 1 . — ,T , ...,..„1 • , 1 : it , „ do.....„.„ .. ... .. ,, k \ \ ' • • 1 TRENCH DRAIN 1 ' ' ‘ 1 \ p. ,.._. / . 0 ' . ,, • ,, A ...„ .,, , ...,,. ,..:I:j.. &"Ti 7 : 1 1 1 1 l i t l , \ - / t : i t 1 A • :..".. IE 175.50 rsD .--A iffp: •'-;.• •;=: ., : .. • • . . - ..: • ... ,, ',..., . • .. ,..'y /.,,.....,..'"--•• -, . --,,,,, -,i ..=.. • \ ; \ \ ;.„,,, • is .., :,.% : ::::„. I.. ;- i , 1 • 1 : •, fr 0 • -, • ' , I --- -,-‘,-,›,, • - 1.9 . .,, 1 ?• • , 1:1,1 Iii % fr srily 4t;,,.. ' „,.. -,...., . .7 9, • . '• .. . ' . ',, ," 'SW „.,"' /,'''''',. c -.. 4/ ,,,, 1 . t , \ 1 ..' i; . I • ,0 : I 0 . . , 4f, . . ' 4, ... , 1 'IS, „.•'-' ,4' .'. , ,,, ..-:- 4, . ) \ \ \ , \ ....... . „ , . 1 ' 0,,,,... -.• ' ' ' ' • ' ' ' i . ''''''. , 0 : . : ", l'' , i ' : •••••. - . •• — ' 1 ;0;„ ''... ' ' 4 : " ,, • i ' , :•••, . 4''' ... ' `) ' ,'• • - ' ' ' ' 1 ' ''‘ i i i 1 ,: ': , \ \ \ \ "•'*".„ „... ..,„._ .. „ ., , . „ 7 .--' / .....„,,,,, -4 't ' ./'"... '' 12 \ e ' .. '...>* ' ''':`'. - -1 , .''''''''4,- ' .'" ;" •' • \ \ \ ,.. ... N :,....::....,,,,,:06::i'r..„ „,,,,,,,,,._‘vo,,,e, _, ,4,11111„i'Llit° !,,,3„..,...„•:---._zri,,.1,Ap ... . ,.!...,,,,.....±...„....... : ...',. '''' C. ' .,,,,• iti...!*11414.K.. 7 .,.... i \ '' ...• • .,,,'' .1, ..-,- .. a/ - ' i i ' - - , N sy 4 r < 5 ' k ::„.:. .. •••:•:•„4 „..,,,P4 , - ,,, -:i 1 I I 1 . \ \\ P '''''' , , - A4 '''41,„,,, ,/ ''.''' , ,,/ , ' : ', 1 ”. 48444---4-21t..: ' ' ;- - '''''''',,,..---.' '' ; l•. r \''-'-''':-.,. ' 11 I i i i I 1 11!I \ \ \ , \\\ \ \ ......, ,2- sAN :-... ' ',A0 • • '''' 4 Nfri- = 4...,. .A., .\\\\\ \ \ -,.....„/------ ,_ • ,„ ' -''''',/ ,,,.' ''-. ,. ,,,,, 1 . ..„,„- .....- TE :' ' k . 0 ;I • ., .„,.„.:........ Lt.1.40,,,,.:?Aiii /4 . Nt ts''''' .7 ,..-.. 'b ,-..' ."..R• • 1 44011111 •N 1 k .,.,,, \ ‘'l 7 '.-. . i i 1 t'll :711.4711::i. ri.'1.4.E..**.. 1:,''R',!,'1:101''.7.':'',4$c4'.‘4‘''''. ; ''''\''':•:. I 1 --- - *: /....,-...,..„... ,,....., . „1„,, ,. „. !., ifiki.„_,, ,..,./ ..,..:„.... ,., . 4 , 011441 * ,., ,,,,...i.iiitte ...., . //./ . • 7 \ \ ‘‘IN ,, N, 1 \\ ..1,.1 ' ...., \\'' • : V ! ,,,,, i a <..E. , 8 ,... . f i ..: . '''',.*- . it ', s ,,,,' c) / ''‘ Iiib,*•' . t '"---,,, 1 4 w rriegii ..0..."-- - - 4 , • „fi... 4..‘ . . ,,,, / \ ,.''. - i - ' 1 • \I ,, - -,,,,,,,,.....›,:::::;„ > • i - re / 6 ,..... / MH 2 7 ''..* I ' 411r* '".4 " 4 tr.4) • i '''''' ' ,' . 2,lizm... ,,,,,, ..:. i. .,:: ‘• , ' •-••:,‘„ , --,..„ irsAri..i:N!,. tw• •-, .0 -, ' i i / ' ,t) \ . .i. z f 4.4Wifi 1 , t , 1 : , , : . + ., ,,,. 4, 7 ,..,.. , ■ 1 / , , , . : , . ",,,,. -,_,,,, . .. . 1 ,, , „:„. : ---- - • / , / , ti I i i ,:- . .,. , " ,•.. 440, i / i : 1- 1 'll tl \ ? t l: ..I .: . A ,• 0. o., c ft. ,,,,,, \] ,./.. '.,,,, ,,,-,,..,. .r - .' .• .,:', 4... mg( i ;-..... -...° ,...1245, . • ,,...-/- _,,,,," • - -,-- , / 7 •,., •.%,. ,: ...; ...? 7,, ..:..•:,..,: ,/"' 1. j , i - --fr..r , :a..# i-P-4 >,. ,• . ,, 1 . r ,. .i.• I - " ...... el . . kt,., 111,::.:1111'11111:•'.F::14.1 :1:'11. rt.: '.,7Z, di I 2 .," ''''. '. //*/ ' '''''''{ i "ll-...„„',,‘,‘ 1"11114k04. , _t : , . - jr I ' l. * `, '‘,. ' ' '.\ \ : ..N.,,, \ 2 `‘-*• . , I "`F 1 ' \ I '-'-'r 1 o i . AP ' f ! 1 . C '' ., ''',,, ' ....„ ''''''' 1 li \l, HT I II ' ././ ''' li 0. i ..- • - itar. ris.„ -7.; \ , 1 4' IRR SEE NOTE 2 ..„------ ; Ai. 4 - '..,..., 7 1 / 7 .20 ,..„,.,'N'',,,,v,,,:'::\:,'' t./ \ • ,, •,,,,,,,,o,.. i - . : ..- •••.:," :, . . / l' a / , , -,,,,,,i, ,, f ....t , .. . . sAN • 4 ,...,,*;,,," -•,. . . ,,„.„„,.......,,,..„,_,... < ',, ''' 4 \ st. \\ , 1 \\N \ \ \ \ \ -,. \ , ............. ....."7 ,, J „--" 1 1 I. ----------- - -,,,,,, --,,,:*----. N \-,. \ ''','''',:'" -.. 7 :" - - - .. ' i 1 ' „,,- 1 1111 , 1 Z . . i \ ,6P, :„.• :, ic . \ ,... • \ . , i ,„,,,, _ : / ,...„ . . : , : , : 1 • i / , d \ \ \\_,,, \ , .„.„---s .., . , . : EXST FORCE AWNS 3 1 , ) - 1 ‘,",-, •-•,‘, , -••=‘,„ • 6 \ , 1 /------ ' \ I ".• € ; .,.., i l i : -",,,...\\\\ ‘ ' ' \ • l ' \ \ - , ''''''\:‘,'\.... ''''', , ''''' . ,,, ,,„,,pt • '45,,, ',,, 1 i , - 1 i i 1 „ .. . , , • . . i , 4„.„ , ''',„\\,,, \ \ `k • , • r' 1 : • cg • .,,., ..: : ., . - - / \----- --', • . . . .,• . - 1 • 1 i P ,,.. i 11 : ,,, ,. -.3 - ,, • .1 ,, Li 1 : ..• : . ' ' 1 / : , : \ \ 1 ‘ ' '''''4,.. ",-- 7` - . N., ``,..., : p• • • • •• • ,-. • I ,/ TN \\ ,, \ \ , , ‘.. tr... \,,,. ''' ''''w -l " - • ''': 1 " '''''l .....,..... i t co ' . . . . f el .."'' ''''''' \ / * ) , , , p,: ‘ , › . ... ,,,, -' , , . • • 1 . • _ Lo , I I: ' Fl ..,Ip5l/ --"•-.,„,,,, \. \ \ ‘ \ • .. .„-,' • l'\, • \ ' \ \ i. ,-; hill i 1 if s. >_ . .„,. . , ,. \ , 1 SHEET: 37 OF 140 MO CLEAN WATER SERVICES 0 PROJ NAME: SHEET TOLE SITE DEVELOPMENT >'- — F o 'l- A 9,Z : JUNE 2010 -7 C) . ARH :a NOV 2009 CIVIL 005-CY-101 77 , , 6 DRN. ■IIIIM DURHAM AWWTF ° DSN: JAB Mee 005-CY-101 CleanWateri CH2MHILL HEADWORKS PICA )000( nn! N THIS BAR IS ONE INCH PHASE 5B1 . YARD PIPING PLAN Oar commitment to clear 2 WHEN DRAWING IS FULL _ < CHIC wsw MIME" SCALE. NO DATE N ApvR DESCRIPTION 2 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS DESCRIPTION e , A...1.m SCAM 1••=20* FIEV A DATE DRN APPD i Vita .14:C4 . • • 0.1 *-- • Nilill I , . . : .., --,___. _ , - • 'ke • • d -1 , ! i , - . . pi IMW.....iii 4 v . nrrirmr#fmn-mdimifirmn.. . • , irfri,). i fit '''" , --Lt:Cc 1 12 . - \ .o ' --"' 4 ' . „ \ i y A , , , , ...„, ..... , , I 1 1 I , , I' r ____ z , . • .•• ,, . . , . ''' . 111...' . 4,. s' t , . ' i II „: ..:_.) c : "c't .‘ . . -- , --ifitiziao' 1 • zi - I , , , . - ' , ' \ - \ i i I MH 1 / e --Yrc.110.9S' .. I. / \ ,--„, !P. Pri 6...i . _ _ _..1.1p, HEADWORKS . ,:k - - ,Z. -1:* co 1%. % \ s ‘ \ . ,.... -* : LL 1 % Ki.fraW",tecS ‘„ Scale In Feet ir 1 /I' . ;11:: - - - ADDITION . ., "",„ non now l c= ,1. - .,,, t-: 7 t, ,,, , , 40 60 . i ',IV -- - c - , . „ , „ vc. • - ,- .‘„, + * ,-.% '"-% 'tt 111 I' . 61 ' :---- r----r. . - ------k 7 4,1 . ,.., 4i7, - ' . . ' .,. 4 ''i :. ... , ,,, - 1 ,, ,,,,.... k ‘ i \ \ ' . t - ,, . % • cone0 : DATOT DA,Skg S Vi ' I t` 0.:P".,..0 I . 't, \ ,„ to, „ T/ P/MkTkO kV 7 P • '. 01' I o w il 1 k \ \ \ / 0 Ck. . \ I . ‘ \ q. ' ‘'k: .'-) /' Q ;11/1 k \ x s'.? ;, . „ '' \ • ., :. \ c. '1, i "ip ,. l i , "' ...' ••' , ", k,, -, 1 ' 4 •e .' .. 1 .,.,..f: : "" ,...z.fa, . 1 -„ - .„,,, , ., .... . „ '''\,\\,..\ .,„/ ,,,„,--- , 4k „. 0 . \ „ ;\ \ ',C., :1i' : E I 1 ',,j, ' 1 i 1 1 .i,,,k „ : r ce, k L;I •:•:*...' ' 4I '• ' .c ' ' ;-- S j %':I It I \ I t 5 ----. , :. .:.1 .... 1 1 , . = ,,, , — n ‘, . i \ I 4 rt',.0 / l— g :- J - - - P ' . !.'', - „" 7 P?: ( ,, 's ' 1 1 't t ), • ''' ', ''''• -. 1100)'' I ) ' , ■ . . \:, ' \ ' Y C r _, \ \ Iiii", , \ \ .. . i , 42 SAN , tvi 42 \ \ ,... s . . 0 ,. :. .144vA..;e : , • . ,, . _ 7 4- , i -i 4 „,,.. { - ', . , - ,.. N,., .---. , .„. .. _ - .._ - -.... , ..N...........,e.t.-._ _.....–...\ _..1... 14; , w \ . . , ,, ,.,..,), , .. ,11 : ,., - 0:0. „ .. ,-t •,,! ,, ......„,.., N....____._\_, ___________A„.A ill— ---- ‘ ‘ „ --\\ ‘ ‘ "0 . - — "-W-- % % i ...-__ . --. . . 1, .*';' 1, linintil • ' 'l .H.,‘ to • --\- '1„,,- . „If • . , . S. 1 _\.,:, ... - , ' ___„,... ' :: t \\,,,. i tf:',.. ':;',,,. \ k li., \\\ kz' \ '''''' \ ° \ \'\ % ‘ 1 <?r, • ,„„ - \ \ ,,,, ,„,,„„,„,,,-....... \ . \ f, --\ .„,,,_,,, 1 .4.3% , .. ;. , ' ,,. \ ez,, , -.- e I i . . ,, • . . 'A ,..-/ i y I , ..,....„,„„_ \\\ . f v\ ' , \ c3 .7 -''''N'- 7 - 6- sof-' r/ + — 0, . ,.., ='. /'''''• • VAU.a . I ' % .: I i . \ \,,._, --.. --,•-„„, "•-•,,„,„, ---... '.,,„ # 1 • • , . . . Si ' ', * . '14 .. ',. :- % \ *•.,,WO ., \ • ‘,„ .., , i / \ „.., - / 1+00 1+ 1s40 1+60 ' • 1 ,--'2+O0 1 220 2+40 2+ ,.,--2,1R . ,,1113 ---- ----_3 4 VM --- --- - `"--,..'-,.,,,, -, :, 3+80 \ 4#00 \ '..„V,47 , 4+40',,1‘,, itsiv , 03 \s .,, \\ '* 4 - , :04 1.--4-1,_. " 1 • 755:::: ",_,_ 1 - T--- _1_,, --.' 4,- •- - 1 7„,, . .. ,1‘,2\.„,\\ \\:, z / AP ' .. MH 2 \ I :1 ' Si r---- _ N : 3\ \\\ ,,, .,..::. ..). =;.., . \ -, \ \\ ,.,,,--"' /,___8' so) \ ------- --,----- ----:- ''''''''" \\ 41 : : '' :S. 21 .--C- '‘ \'' \ ' \ 1 i\ \ . 12' SAN I i \ --''''') s. "--- --- i i \\\ ------„,„, I • . 4:, , . OLLED LOW STRENGTH FILL - \ , 4' IRR -t. I N ''' ci ' \ \ AI A mok..., EMT FORCE MAINS la \:, \ \ i T / \\-\\ . • ' , \ PLAN a_ ... o 0 z . o o 0 c4., •ct r- • ,:c: ! ! gao qr.- a . ,- • co - o a.. -T Eil 0 ) 2 _.., (V D ' r' . ,53??.. 0 0 c i mcnz ce , I , 6 Ol .,- - .- 2 -I S' z C cn . r`4•. < 0 Nag ozooz . II— , _ 111 Tk( (.0Z LIP L° M M CD Z CD NEW 4: IRR MAIN, 24' COVER NEW 4: IRR MA1N,--- . ..,„ .— . "l'k re ZNI ° - 185 - = .... .= nina...2.-;. - - - . . . 24" COVER„ — ; ' ' ' - '" — •••======== .gia , g ,,,-. -------:: . - 2 - „.-, --- 180 I - , , -3 - - ''. : AN't,..,s'iL:= ===== ----•• "'=. , .. z - 'SI •----. .,. .•••••••;:-•-••••2 . 6' • - • • Y t.Vel," -1- ======== •••2:,14 ` -------- '7 180 i B I M =El il iii i 8 MI 10 - - — - ., - 7 .- hi El i W 1 • 11811 '■ 1 " 12 . . I: === ,_,..7 •---- 12 2112=22=2=1"iiii'--------- ------- •••••—• 175 - iss _ _ . - 175 IM _ - ------- -------- ----- nag= MEM. __ - ,....=„.: ' - - =..,.. . ,.,,.r,„,...,,.....„ ., __ 1: .„.7=1:27,== ' ' . 1 WI u., . - ,. . ••• - •••• ---- -••••• ••-------- =2 ------ : ; 2 170 165 cici Di 1111M9Entrilla >, ----• ------- • ------••••••• ---- : ...--11----- - - --1'--- =122112====1212=22= 121116...= m = MI M212== 1211=21221= 165 P 1- -------- =I= ElingingniiiiM ""."."."-- ..... "11111811118.1"11.1111 ' !IIMMIC=1222221211=2 21 W -° 0. 160 =2 ---------- I= - — - „,„= =In LIM=MCIa 160 ========" .„.., 155 -7----- ---- --- -------- = --------= --: ---- .21 a _ cl 150 I I I i 1 I 1 I I I I I i 150 a LM 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 1-. o 1- 2 a_ PROFILE 1"=20' HORIZ cm -a 1"=10' VERT ca ce La 7:1) el O cl . >- Aifii 'c 0 u l, D. ARH 2 NOV 2009 PROJ NAME SHEET TITLE SHEET. 38 P* 140 DWG It mil■ CLEAN WATER ,.......!CES SITE DEVELOPMENT -••• . ' o 0 OM. JAB mot 005-CY-201 r g - i g. T E , JUNE 2010 '*-• •• 'c •- 14 ‘00 1 0i THIS BAR IS ONE INCH CleanWate7? CH2MH I LL DURHAM AWWTF CIVIL 005-CY-201 , 2 WHEN DRAWING IS FULL PHASE 5B1 SANITARY SEWER PLC Tt XXXX 10/PRIP,4114/ 4 < CHIC WBW DAD FILE* Om commitment h elear SCALE. NO DATE N APVR DESCRIPTION PROFILE HEADWORKS IMPROVEMENTS L _ D k APPD: LEC SCALE AS SHOWN 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 W # M10 DESCRIPTION ENG REV,/ DATE DRN APPD lt_ , 0 8" SD 72" MH -1 MANHOLE IE 168.50 2401 8" D IE 173.00 7 IE 171.18 IE 171.00 IE 171.00 IE 173.00 CMIIIIIIIIIIIIIIIIW T ON OUTLET PIPE, SEE CWS DWG NO. 240, IE 173.00 MH -1 RIM EL 175.95 • DETAIL APPLIES TO T ONLY 10" D f� F® P MAN HOLE ‘ , � L AC ` FOR CONTINUATION i OF 10 "DAND B "D (2220) PAVEMENT 1.6 1 E) IE 170.50 ` LINES, SEE 200 -M -141, TYP / O 10" D \ I O 1 1 1 12" SAN I V ° HEADWORKS ° 8 "D ADDITION ° ° \ `� ��- - -�' 0 SURFACE MOUNTED • CONCRETE GUARD POST CENTERED PAVEMENT ON WALL CORNER, IP * =), TYP OF 6 HEADWORKS YYY ADDITION 2', TYP E!ii:: Q MH -1 LOWER PLAN 1 005-CY -101 7S, a O � EXST HEADWORKS EMBEDDED STEEL PLA EXST INFLUENT TYP OF 4 "--\ METER VAULT • a 200502 N CONTROLLED LOW e STRENGTH FILL i"i EXST GROUND lii 2 F of 1/3 EXST PIPE D EXST IE 167.00 �' o 4 0 1:1 12" SAN fc4 O I EXST 48" FM < \-- 0 0 J a 12" SAN CROSSING EXST FORCE MAINS 3 NTS N 005-CY-201 MH -1 UPPER PLAN co tn CD CD to M 005-CY -101 I MN ARH : APR 2009 PROJ NAME SHEETTRLE SHEET 3 OF 14 DWG Si ' '° t CLEAN WATER SERVICES SITE DEVELOPMENT it , - ° MN: JAB DWGiI 005-CY -501 POT JUNE 2010 4 CH2MHILL D" � ' 005 -CY -501 I Iii THIS BAR IS ONE INCH W DURHAM AWWTF Q CHK WBW CAD FILE N: WHEN DRAWING IS FULL oac e��d�e elm P HASE 5B1 YARD PIP PLC *. XXXX - " t�, ,,�,a .;w, NO DATE N APVR DESCRIPTION DETAILS Z APPD:LEC SCALE. A SHOWN SCALE. HEADWORKS IMPROVEMENTS Pte, LL REV • DATE DRN APPD DESCRIPTION 25 50 SW Hillsboro Hwy Hills boro, Oregon 97123-9379 CWS 6410 ENGF Z r 0 60 120 180 \ \\ ,,, � "�., ‘ 4111 , 1 11 (• —• ., - Y - .......... - 2Q OMC C 4107 (NE -, Scale In Feet CC4102 (NEW) (1,1 # : ( ..� 2- [2'C'C,PUL2#12;L 1 T SITE J£�OTE 2 LIGHTS) TO 200LPO401 f <.,,,�``_ �``, G\ • " Y ¢ . ,.z - .•' . 4� _ r� "" NON -T•r a _ .:. RATED PU •r , / fir S # f � w N "� { ~ "`w„ / /. 14: i `> ..ry =y .,, ,_ f J, •`�.»Ak a " f '.. 1'C,2#12,1 #12G / ../ ... _.�.••w •`£ 14tityp* ;, ." - ?le Chi " . a E ` j p g f ' � , " �:t [ ) " / f 7 ( F a rl�? fV. ,,:._ _.s ''``,� 1 , EXST LIGHT y " z f A. f ` �, mow:. TO REMAI / ` ,p,,,....:. t a •w.s w .. / t \ 200XFMR4102 `. � ., �- '..,,, ?"'"� ` °',. f ( r /: "'".. 7. �'``.. FOB . - � (NEB, SEE DWG .rn ,�. , j, e z '`" : N. """-,. � 5 .._ ..•... j j, h AL, � OOSE -101 . . > £ { - 4� ,., „• ?� �y ,:.. _ '' r / B, 200XFMR4101 � / ... . _,_....,. . .,.. - .... 4._. �` _ ,.�.,....... .{, af'=vc ,_.;� '.,� I . ....� .._ ...., a ._ f ( NEW ), S DWG \ £ € ............... i I / ,� f " A . ,;rte -t`""" ._ y st 008-E -101 l ., _.. ^: ,,......_ • A r . . .'�,x e" " ' a `�e / / (�) i • •"'�• +r e. , ++Wr.....n,,:w "'u,YY,Oa.T` " .fi` "i.';,,N„-hY' ., '� � / ' ?, ■ e ti l s i f .... 1 ..... .. .... s a NOTE31 \ ■ / � I j ) ._ _ ( a t {t G A TE � , e � / Alf i: 1. {1- S walk Y f 1 / / i " NOTE � _ .__ MN �'�~ � f! • 1 ; 1 1 1.. € I€ j - / NO TE 1. // f ,ii . , _ i; .r s f hit I. € % 8 9 t 8 ( . 200MH0101 (NEW) , : . ,.„...4 (I f o t \ / Of / ( � r / E / } . " t ' 16201 , (TYP OF 4) ^ � a00XFMR4701 ._. (N SE DWG p �r.L °ss i.I E N. \Oe� �� 3, : t ..,.® ,..»,...,_.,,._ ..... . ... r ,. ....._ ._._ ° °_ -.., (NEW), SEE DWG "€ ` E ' ,► `�� I � .. / • .__ ...,...." 005-E -101 , / f : : : : iy ,. ." j - ? / r W F 1 #2 ,G E - — — - -�E ___ , v v v �' HEADWORKS ENLARGED PLAN f g € • C I IS � / v � ✓ ✓ IF i / \ / NEW ELECTRICAL r°°" h p p __ i#¢ I . , f " DUCT BANK - .—^- -- ...... ( : I ' t ,, / ' NOTES: ,` 2 3 ' € ` I t r° __ _ t .. a �' fi h# 1 i ° H I n � , 01p 1. ALL SITE LIGHTING ON THE DRAWING SHALL g , �,,,,•^ ""� jj SCE — — — — — . BE POWERED FROM PANEL 200LPO401. 200M 1 S E ' S �. ; I11 t \ 1 11 11 1 , f ,"; 0 1 i j a ( ". , ; „/ . . .r" 1 ( S 200MH0102 ( NEW) ` '\ i 1 2- STUB UP AND CAP CONDUIT AT FREE SPACE w t( — , --„« ,. ,......... .'.. '_^M. --� "y " ^ .... .... . ......_....: NEAR WALL IN ELECTRICAL ROOM. VERIFY � _ ;. F ;!..,;,:,T5 ,, ,.�, 5 ' ` ---*' FINAL LOCATION WITH OWNER. • ' { ' "' ` — _.•..„,.,. __. @ 3. EXISTING VEHICLE GATE, PEDESTRIAN GATE, '-• r s ._s PROPOSED FUTURE 3 N , ,. ,,.' ' \ • "` "'" -,' : AND FOB READER PEDESTAL TO BE RE -USED, a I Y ACCESS ROAD £ 7C�00XFMR3202 « SEE CIVIL PLANS. LOCATE EXISTING GATE ( S r \ (&XST) POWER, CONTROL, AND SECURITY CONDUITS j' - i ''* - . AND CIRCUITS AND EXTEND TO RELOCATED 0 [ �.+ „ �'' ( $50XFMR3201 _: -- '. J ?' SEE ENLARGED i £ \ �-P-^- . " j € EQUIPMENT AS REQUIRED TO PROVIDE A '°f PLAN THIS SHEET ( : I .\`•; •• •� — 4/ � '' 100SWGR0 02A � COMPLETE AND FUNTIONAL GATE SYSTEM. o ; . -.- _ AND 400SWGR0102B ) . _ _.. . - _.".,. (NEB ,.�, .�° .•; MANHOLE SCHEDULE 4 I SEE DWG ( E -101 j di r % "ms s° i ' ..... ...... maaw.lra+isibt _. MA'' cTURER 8 • F- S ( . + DIGESTER [ € MANHOLE O#.16NStONS CATALOG NUIER =WHOM C121:CiZAML•ZaZiragt, iiiiiiiiiiiiiiiiiMaiiiiii I it _.,�_ ` . . _ COMPLEX ..�' ; Nt ER (H. L, W) (OR EQUAL) a :_,� . ! 3 ! ..-2..._. PUMP STATION `` . ,� NO �s INFLUENT S _- REFERENCE ONLY 1 ; _ _._ __ .._. / NOT APPROVED WITH THIS PERMI : IO r CO I c ORN: MLW FEBRUARY 2010 arta NAME: SHEET SHEET: 40 OF t40 DWO R. SITE DEVELOPMENT o ° ose: JLH DWG aos E -101 CLEAN WATER SERVICES te JuNEZO10 Iii THIS BAR IS ONE INCH Services CH2M H I LL DURHAM AWWTF ELECTRICAL 005 —E -100 WHEN DRAWING IS FULL PHASE 5B1 OVERALL SITE PLAN PLC t. XXXX Q CHIC MSM CAD FILE r. Our osadtaaat b afar z SCALE. E)t, C6-3D-11 NO DATE N APVR DESCRIPTION WHO LEC seas: AS SHOWN �a DATE oaH , DESCwvT,OH 2550 SWHAsbaOHwy. Hnlst»ro, 97123 - s37s HEADWORKS IMPROVEMENTS 1 8410 ti i CONTINUED ON DWG 005-E -100 5' -0' , GROUND ROD --r-- _- 6' BFG, (WP OF 4) r SIDEWALK, SEE C 2010 - - -- - - I G t G 005-E-102 I NOTE 3 _.. _...... GROUNDING i. I _..,. I y— �' — I ELECTRODE ar3/o STRANDED , I - - - - EQUIPMENT PAD PIGTAIL, TYP I BARE COPPER - - -- —' m. ` \ I I CONDUCTOR. TYP I v 1 N (03358 ), TYPE H 6 S" 0 I '' I 100SWGRO102B (FRONT) , - - ) 100SWGRO102A (FRONT) 1 ' '. . I N. 1\i \ \ 7. 7 ' .\\\ 1 N ■ .v�� \ �. o . . • • . \o . [\�. .pia I \ 4' -0' TYP SIDEWALK ' L. y \f► `. ` `. !I�IR , y. �I I I - 1 I AROUND EQUIPMENT FOR ROAD "SURFACE \ I W W W W W W W W W W W W W W W W I PAD `REPAIR, SEE U U U U U U U U U U U U U U U U 005 - - (2320) -- N . 4 I " " " " " " " " I N. _6 G G J 0 0 rl N639782.68 N639782 ; i 005-E -102 / 005-E -102 • E7620032.13 E7620032.13, i ` / `i ,\ d r ✓ - ( \ 750XFMR3201 NOD I NOTE 2 KE 2 �✓ \A E1 UU ! . i ! \ jj 750XFMR3202 J ' j Q € € NODE .2 € . ._, 402 005-E -102 ,..777 4 , i i u /1 1 I , Ju i, t € i g '. J:IA I. E I r 100XFMR0102 ✓ r i t t , B' HIGH BARRIER WALL 1 PQ�uIPNT � ^ \ \ IPS OUTDOOR TRANSFORMERS/ N SWITCHGEAR PLAN WITH REVISIONS O (03356). TYPE E rb. \ \ *3/0 STRANDED BARE 4 COPPER COPPER CONDUCTOR 1/4' =1' -0' G 2 "-6• BFG, TYP 6' HIGH BARRIER WALL 6' HIGH BARRIER WALL _ / \ SLAB ON BOLLARD (EXST), TYP TYPE"XA TYP �./ \ ., GRADE, T ( o3356 ) TYPE TYPE H / c A GROUNDING II' ELECTRODE SLAB ON GRADE M \ \ PIGTAIL, TYP EQUIPMENT [.�.� ( \\ C \ • \ PAD, TYP u) 1 0 \ \ 1 1 \ ' ,/ 75OXFMR3201 750XFMR3202 I \ /,011111111p , + c a 200XFMR4101 \ �' � / (FRONT) " ,\ 1 1 i� i tif I I7��. \ \ / I 1 S I \ \ ' € € .100XFMR0101 +100XFMRO102 Ili / & TO 200 MCC4101/2 o \ �F,� U ri/ G(1) / _ SEE DWG 200-EP-141 r- \ O? 0 // 200XFMR4102 \ ,\ � �� t NOW S: / (FRONT) 1. REFER TO NOTES ON DWG 005-E -102. N // / IPS EXST OUTDOOR TRANSFORMERS PLAN ED / GROUND FOR 3) 2. INTERCEPT EXISTING VERTICAL PORTION OF CONDUIT J p STUBBING UP INTO TRANSFORMER. PROVIDE 90 DEGREE 1/4' =1' -0' cm . (TYP ) t :' N BEND AND ROUTE NEW CONDUIT TO NEW MANHOLE. v in 3. FIELD LOCATE AND PROTECT SECONDARY FEEDERS n ,�. in is; HEADWORKS OUTDOOR TRANSFORMERS PLAN F ROM TRANSFORMERS TO DIGESTER COMPLEX. R EFERENCE ONLY ��P4x�. s NOT APPROVED WITH THIS PERMIT LLl oRN: MLW ORiG APRIL 2010 PROJ NAME SHEETTRLE: SHEET: 41 CF: 140 DWG* DATE: S ITE DEVELOPMENT o CLEAN WATER SERVICES �� ; THIS BAR IS ONE INCH MN: JLH DwG# 005-E -101 � v i DURH AWWTF E LECTRICAL �° E: JUNE 2010 ,, a • CHIC MSM CAD A: WHEN DRAWING IS FULL ow coW .Et 4 �� C �� H I LL 005 -E -101 PHASE 5B1 OUTD T RA NSFORMERS/ . )000c z SCALE. NO DATE N APVR DESCRIPTION I EXP. C6-35-11 • AFRD: LEC SCALE: 1/4 = 1' -0" NO DATE onn o DESCwrnoN 2550 SW HIIIsbaD Hwy. HillabaG, Ore PRO./ gon 97123 9379 HEADWORKS IMPROVEMENTS SWITCHGEAR PLANS DWG 6410 REV U. . 0 0 (16400) 00 00 (HEADWORKS) , . 0 0 - - 0 0 200MCC4101 =Z= 200MCC4102 70140LATI colour (leAoo) • (two) NO SIZE ' WIRE FILL FROM TO RMAI(S! I C 1 100SWGRO101 750)FM03201 E.16T ----1 I 2 4' 342 102G ' 10PSWGRO 750f MR3201 MT : . SECTION 0 SECTION F 40 " ' 'CONOLFT CONDO i .• . . NO. SIM WE F NO ILL FROM TO REMARKS i SEE NM. FROM it REMARKS: , SECTION A (NEW) ..... _ , 100SWGRO10243 100SM:401 • . 200XFMR4101 // 200XFMR4102 1 cop./purr; coNouir SECTION AI V& i 1 ' 4' PutisoRo VIA 10014140101 zrowa4 NEW -. I RC i S� I WIRE FILL FROM To REMARKS1 4 ' I 'I PULLCORD 100SWGRO101 1001641.0101 NEW /// 10(SWGRO102A I "..., - .IO2A 103SWGR310213 2 I 4' 81/0(15KV), 11020 (600V) VIA 1001540101 200s,01 NEW se:TioN Ai VIA SECYX)N A1 VtA I fOoSWGRO1023 .': 1 : 4' IRULLOORD 100SWOR0101 10044H0101 'NEW i 2 • C 342(15h14, WIG (600V) 103SWGRO101 SOOMH0101 NEW t 3 4" PULLCORD VV iccalwarat 200MAI64102 NEW 1 : t [ 10SWGRO102A ' 1 100SWOR01026 . . i V 4 I 1 I - = , 1-COS •, SECTION AI V'A SECTION BI A ■ C 34015KV), 152G (500V) 1,1 i 4 . HO • 200XFMR4102 NEW 2 4 laFt(15KV), 19:20 (600V) 100SINGR0101 10C44H0101 VW 1 \/ i 3 C PULLGORD 103MH0101 75044412902 NEW . - . - ___ _ 100SWGR01028 SECTION St VIA I 4, 1 C 356(15KV), 1510G ISOOVVICOMH0101 750304R3202 NEW SECTION SECTION 1. . 0 NTS 0 NTS 05-E-101 05-E-101 100MH0101 0 0 0 SECTION / NTS 0 0 0 7 GROUND CONDUCTOR, (TYP FOR 2) 1 4" ( I moo ) 05-E-10 0 CD 0 III 1 (164°°) EXCEPT PROVIDE TWO GND CONDUCTORS r - AS SHOWN 100SWGRO102A Ald 100SWGRO10213 • 1 I CONDUIT: M3. i SIZE i WIRE FILL FROM TO REMARKS 1 l$NALCORD 100SW GRo' 01 75C*MR3202 E)GT •••• 0000 ISECTI06:710,030Dsizzurr OWE FILL . FROM _ - TO REMARTCS; 2 I 4" 3152. 102G (15KV) 100SWGROI01 75(x.FR3202 MT i alk ' I 1 r PULLOORD 200XFMR4101 203MCC4101 NM i M 1 = P 200MOC4101 SECTION LI NEW) t CONDIT CONDUT, - I 43 I .1 3 35' 11 142/0G r2i°G NO . SIZE I WIRE FILL FROM TO RE WARKSI 000. 0000 4 NE 2363'14R2(4* 54:02 444111°°1 20000CA01 W 1 .202440C4102 NEW 1 5 I 3' 35350. 112100 /00I•Picti:toz _ 2COMCC4102 'NEW i 100MH0101 ■ t t 11XSWGRO1028 [ 6 I 3' PUU.CORD 200XFMR.4102 200MW.4102 NEW I • .• SECTION Al VIA • _ 1 1 4 'PULL,CORD _100SWGRO101 1001010101 IIEW i-. - ' I . —4- - 100SWOR010211 , 1 i 1 SECTION A1 VW I ; ()moo) 1 2 I 4 i31 I= OW) 100SINGROIO1 100010101 NEW I L ) SECTION E SECTION mann= . 750XFMR3202 . CONDUIT CONSUI ' T+ 0 . NTS , t , N O . SIZE I WfRE F L FROM TO REMARKS S , 160SWGRO1028 (F) ■ : I 05-E-101 ' Ark 1 C IPULLCORD COGEN STUB:UP 100MH0101 NEW i . Ak 0 NTS ECTION I I , 100SVVOR010215 (F1 I W WP 05-E-101 2 4' IFLILLCORD COGE et STUS-VP 'NK ICI NEW i 100SVYGR0102B . T MI 5OXF1.4R3202 VIA NODE 1 - " de.. 1.N.......N NODE 2 3 C PULLCORD SECTION S1 100M140101 N',.1 i 3 4 _ ...0 , 31 103SWGR310215 750)FMR3202 VA 4 . 241514V). 420_1600V) ‘ SEC11ON EI 10%0 1I)43101 NEW NcFAIIN (EXST) 100SWGR VIA . 2 . < 5 4• , PULLCORD SECTION 151 100M140101 KW i (INFLUENT PUMP STATION) co . 1 co (-.. (- 100SWGRO102A '7 I ' 50,FMR3201 WA ei 1 .._) ...} 1 (16400) 6 4 342(15KV), lir20 4510V) SECTION I51 10064140101 N .zr ai . I 100SWGRO102A (F) _ EW di I , 7 C PULLCORD COGEN SlUB-UP 100M/-010 I NEW 2 P 1.00SWGROIO2A (F H _ a 4' PULLOORD COGEN STUEI.UP 100MH0101 NEW I SITE CABLE BLOCK DIAGRAM 9, 5 fc.no« c CORD P SECTION Cl 100 7comurri coomel ' —1-- • 9 I C ,ULL '1005VI/GRO10213 2000 MR4192 VIA 1140101 NTS N i NEW : I D. , SEE WIRE F 1 ILL FROM TO RE MARKS ; - — --,_ f i — 103SWOROfttii VIA I I 100SWOR0102A i 10 , 4 342(15KV), 1620 150N) SECTION Cl 100k/110101 PEW i o 1 . . 100SWGRO101 SE :MON Al I . VIA . 100SWOR0102S 100SWGRO101 . NOTES: , J 1 1 r IPUU-OORO 100 NEW .,... •.......-----: ' 11 4' PULL.CORD SECTION Al VIA 1001.4140101 NEW 1 - 100S 100SWOR01026 100SWGRO101 1. FOR CONSTRUCTION SEQUENCING NOTES REGARDING WORK SHOWN ON ' KO i 1 SECTION Al VIA 12 4 312(151(V), 420 MOM SECTION AI VIA 1001143101 NEW I THIS DRAWING, SEE SPECIFICATION SECTION 01140, WORK RESTRICTIONS. 2 C I 342(15KV). 1920 (800V) 100SWGRO931 10M1101 1 ti.i 1 : (43 ' I-- f 000SINGRO102A 100SWGR3101 100SWGR0102A I ta 4 PU11CORD SECTION Al 0 . , 1- • . SECTION El VIA VIA icioaa.clo, New . 1e0swoRoto2A loosWoftioi - o • 1001940101 79ZOFMR3201 NEW ' - 14 4" 1 3112(15KV), NOG (003V) SECTION Al VIA 1001910W NEW I. 00WOR0102A . ci. •_ 1 . _ 1 . .. --- 146§9gitflii 7 - 260)faiR41ollitC i ; sEvnot4 81 VA 15 C MALCOM/ SECTION Cl 100M10101 NEW 1, 1355415KV), 10100 (000V) niamHovai T50)FMR3201 NEW 1 100SWGRO102A 200/d MR4191 VIA i 1 I 16 C 30/2(15KV). 1/F2G (600V) SECTION Cl ICOMH0101 New i REFERENCE ONLY --- .. _. , .,..._ .... NOT APPROVED WITH THIS PERMIT ,.., SECTION SECTION v court o , m o NTS GO NTS I ES ,,..,•,. taewt at ct 05-E-101 05-E-101 .,_ • MLW WHEN DRAWING IS FULL ( g r ,:;_l : APRIL , Oar commitment is clear 2010 PROJ NAME SHEET TITLE SHEET 42 OF: 140 DWG 11' °MOON 1■I■ SITE DEVELOPMENT CLEAN WATER SERVICES st.,,... CD PL DSN JLH DWG* 005-E-102 di THIS BAR IS ONE INCH CleanWater? CH2MHILL DURHAM AWWTF ELECTRICAL DA OT TE JUNE 2010 005-E-1 02 M < CHI< MSM CAD FILE St' PHASE 5B1 SITE CABLE BLOCK DIAGRAM pL.c. ) z SCALE. NO DATE N APVR DESCRIPTION 1 EXP. 06-32-11 1 ui HEADWORKS IMPROVEMENTS SECTIONS AND NOTES —I APPD LEC SCALE NONE gt # .6410 ti REV* DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 07123-037s 1 SCAOA INFLUENT INFLUENT CHANNEL 1 BAR SCREEN SLUICE SLUICE FLUSH WATER UPWELL 2 UPWELL 1 I INLET GATE BAR SCREEN 1 SPRAY VALVE HIGH LEVEL FLOW VALVE UP DOWN �� HI-HI HI -HI I I FULLY FULLY IN OPEN CLOSE ONLINE ONLINE ONLINE ONLINE IN ON ON PLC RUN AUTO STREAM STREAM HIGH FULLY FULLY IN CLOSE OPEN LEVEL � L LE EVE EL L � � LLEVEL L CLOSED OPEN REM•TE CMD CMD ,. • T N ORMAL T• DBY FAT � NOORM AL AL TANDBYREM TE F T LOW � FFAUL LT T FAIL ENABLE .Y L EVEL �/L VEL � LEVEL RE •PEN L• EER MOTE CMD CMD �� 1 H 1 ! HH� m I f '"LN V1 EIS 1 OL' r RE �NF ,� / FL' 11 "�� m 1 v 1 Opw� .2:20E ,rmmne�,OPW 010 12 01 i Oi1 �1 1, 150, 95r 1 1 050 , 05� 1 5 0, i, 01, 01, 01, ,9 051,8 O i , . rig. I"'II. � ,11' . ...1 I. % I ` °: \ ? I I `t. I. O % % ..1 I I. .1 1. 2 I . I I. ,1 I. 1 1 0 1 1 , 1 1 lI ,11. 05 1. ,II. 1 II. , II. (001 - L II L ./.. a I HH r. J L PV � I ' �� >, >, >I >I I' >, j j " j >, " >I " >I , >,L �� (PLC-15) PV HH •' •' OLFW OLNW SBYW OLF OLN SBY RE ONF ONS FLT FAIL EAW LAURW P PV OPW HI R •• •- 0510 0502 0501 50 1 0501 0501 0501 050 1 0501 0501 0501 0501 0501 0501 0501 0501 0501A 0501B 0501A 05018 0501 0501 0501 0501 `r 0501 0501 0501 0501 0501 0501 1 0501A 1 05015 1--;:T; I I I I Y I I LIIII(\ J LvIII1\ J L- vIII1 J - I I I �I L / /�)III�J L /�(1III�J L /1vIII J - L // *III J /� , ( � /��(� x 'vt 4. I 1 I 1 '1� i i i R ; -1 T T T T T o 1 o o I. 4. , y I T ; T i T T 1 1 I 1 —� i � , i 480V 1 1 I •' - / - - ). - /- ft. 1 - 1 L • - - y ' 'e I -I \ 200LCP0501* I T T 1 120V I y BAR SCREEN 1 LOCAL CP PWR I I T I I OI� 1 TIMER T I j 1 120V 1- ♦ t T , I 200G0501/05 - LCS DLIT ® n Kink PLC i T T t CHANNEL VFD - +I y I I y 4- I INLET/OUTLET GATES 0`0 Q5� 1 0 0 I T T 1 -- I 1 \ ` I .11- T y1 J P ao 1 I 4 F (11) ! 1 (4) - i T T I T T i LORR/OC .76 Z 200SCR0501 -LCS* i T T i HS 1 0 i BAR SCREEN 1 LOCAL CONTROL STATION DUTY DUTY i i- T i T i 3 p ESTOP LORRJ FR HIGH NORMAL STA)IDBY 1 , 1 I 4. - - I- W ill 201.4' HS HS HS n11- L YL YL i y NPW -I' rn LL - MSC y T T y I 102 008 -I -003 0501A 05018 0501C 0501B 0501C 0501D I I T 200LSH0501 -LCS .i ` - �i / `� / �i / ' \ -L. I y A TO WASHER/ COMPACTOR T , I JOG RESE J D GH NORMAL TANDBY i T HIGH i I HS HS YL t T RLEVEL ESET -' I. I WASHER/ COMPACTOR 4 i -i 0501D 0501E 0501A 0501F 0501G 0501H t I- I TJB i i TJB I �- ( y — ,— / — �� i �i l y T HS i iiic T � I i 7J © I -I I i �i1 i AS "POWER" 200 PRV 0502 y y tI T I I y - i L 3 -l--- F-- f-- /--- /--- /--- /--- 1--- / l- I i• y i REMOT y y OPEN• i •MSC" T i r I A I Al NPW , - i i I yr CLOS E" "MSC i i L TJB TJB T I " . I I I 1 `�* I I -'11. -'11. ,I i I 0 SLUICE TROUGH I 1 LE -MSC - I 101 008-1-003 y -I- 1 1 * I T 0501 : y I T Sy I I r J h N (2) y y * I Y'' - I -I 4. I I RS 1 200SCRO501 I L E I y T 1 11_1 - RAR SCREEN 'I 0502 - - S CE j I 4 * 4- t LENT 20060501 I () I 1 �. t CJ-IANNFL 1 T _ I I 1 i 0` 509 1NI FT GATE I EFFLUENT CHANNEL 1 — RS r / T (TYPICAL OF 4) I I TO GRIT T i — — — — — — — .14 T 1 BASIN 1 T 4- INSTRUMENTS. PANFI S: I 200SCR0502 I I . 1 I y BAR SCREEN 7 I T LSHH 20060502 200LE0503 200G0502/06-LCS I y _� 200LE0504 200LCP0502 T V - - -i - CHANNFI T 0501 1NI FT C.ATF 200SV0502 200SCR0502 -LCS I I . M 1- EFFLUENT CHANNEL 2 RS r � F 4- (SIMILAR TO ABOVE) LSH J TO GRIT BASIN 2 a i — — — — — — — — — — 4 _ . -4 1 200 PRV 0501 ' ' T — — — — — — — — — — — — I ICI � � �� NPW `• i 1200SCR0503 I • y 200V0502 T INSTRIIMFNTS PANFI S. I FROM NON - POTABLE o RAR�C�` -RPFN 3 I c 1 20060 200LE0505 200G0503/07-LCS y WATER DISTRIBUTION C•1 LSHH 2O0 0506 200LCP0503 I ,--/--4---/---/---/- T•HANNFI 3 2005V0503 200SCR0503 -LCS I 1�- / -- MI FT (ATE w EFFLUENT CHANNEL 3 RS • � o (SIMILAR TO ABOVE) OC LR/ C 480 TO GRIT ~O BASIN 3 ^� 0501 0501 O 200SCR0504 • � 1NSTRI IMFNTS• PANFI S I GRIT /OF • • • 401 008-1-004 y 200G0504 I 200LE0507 200G0504/08-LCS RAR SCRFFN 4 200V0501 FV c AHANNFI 4 200LE0508 200LCP0504 FROM GRIT CYCLONES co 941 FT SATE 200SV0504 200SCR0504 -LCS • 05001 N L EFFLUENT CHANNEL 4 K�-i F EKENCE ONLY R S TO T a 0 (SIMILAR TO ABOVE) CO t D A;OT APPPO WITH THIS PERMIT m DRN: PMH ate NOV 2009 PROD NAME. SHEET TITLE: SHEE : OF: 140 DWG 0 . 4 - CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL o ° DSN: JDK omit 008-1-001 PLOT JUNE 2010 ill THIS BAR IS ONE INCH nW er �i.� DURHAM AWWTF DATE i CHIC MSM ow FILE WHEN DRAWING IS FULL H2M H I LL D U P HASE 561 BAR SCREEN 008-1-001 ' est z SCALE. NO DATE N APVR DESCRIPTION Ow commitment b l�tdru e PLC 70001 fNCrl LL APPD: LEC SCALE: NONE REV DATE - PPPD DESCRION 255 SWHIllsboroHwy. HBhboro,Oregon97123 -9379 HEADWORKS IMPROVEMENTS P&ID n 641O (pxi XI -r SCADA HOT WATER GENERATION SYSTEM 1 ON r1/4... I•',�II o o o 200LCP0505 I I f (PLC -15) L (All J I O 1 .4601 144.g1 JJII 1 ¥ I I V 1 I 1- T 1- I 1 T t T 1 •I T I T 1 T I I T •I T 1 y -I- 4- T -1.. T 4 T T I 1 -I T 1 T •I T cE -f -f / f�f r f H f f r - 4- (2) J T -1 T 1 61-----. 1 T 1 T I T i I TI I I T PI T y T '- / 4801 0 4601 4601 I i I - - EXPANSION* 7 `� JK 4601 i• I T TANK ,-..........,* CWH T 'I T CWH �� CW T .4... 1 0 ' I 201 I 0081003 � I i }Z TO WASHER/COMPACTORS SIC I 200T4601 1* T 1 I T FROM HOT WATER �( I CITY WATER SUPPLY TANK r I T Vv • T T 'I -1 D I 1 A T y T i 1 -- r __ T ! I i I T �; 'POWER" I r d/ I l 1 T T n TET T y -Ii- 4603 4802 • 1 T I I r (•-/- -•l - --h-- TET 1 I. i • - - -~I T 1 T T 1 r - - -- 460 I 1 1 I 1 `/ I '1 y 1 1 + I I + I LSL • V CWH 1 200HX4601 I 4801 � HOT WATER NG p• GENERATOR • 41r 1 FROM \ CS UTILITY 120V \`i, 200P4601 I HOT WATER 1 - X RECIRCULATION PUMP J a REFERENCE ONLY I zoO TWAT I NOT APPROVED WITH THIS PERMIT �Ic HO T WATER GENERATION SYSTEM co co (SKID) c vV ai N I D o - 1 " oSN PMH MI, NOV 2009 PRO.INAME: SHEET SNEET: OF: 140 DWG */: l ` , ,,.: to M■11111 WHEN MSM DAD FILE I NSTRUMENTATION AND CONTROL " C. DSN: JDK DWG= 008 -1-002 CLEAN WATER SERVICES CDT J UNE 2010 � " - Iii THIS BAR IS ONE INCH C II7 .�V1L. CH2 D URHAM AWWTF HOT WATER HIC t. DRAWING IS FULL Our b...e a clew PHASE H I LL DATE: 008 -1 -002 - , , PHASE 5B1 GENERATION SYSTEM PLC.: )000( NO DATE N APVR DE P $dD E nPPD: SCALE NONE DESCRIPTI 2550SWHillsboro HNlaboro, n97123 -9379 HEADWORKS IM PROVEMENTS CWS 641p LL REVx DATE DRN APPD H"TY Ole90 PRas E. I EM'_ b^$) } SCADA— — — — — — — — — — — — — — — — — — — — SCREENINGS WASHER #1 ISOLATION GATE WASHER COMPACTOR 1 i� n , FULLY FULLY IN CLOSE OPEN FULLY HIGH ONLINE ONLINE ONLINE ONLINE ONLINE ONLINE IN COMMON AUTO RUN P URRE I •PEN LOSED REM •TE MI MD r01.1 OPENN LEVEL L L T 1� INT BATCH STANDBY INT BRAT H TANDBY NNIN F IL BAT HINGRREADY ENABLE f 1 , mm =ZS= f �v Es Esi mg IK. �� (OL ' If � f 1 En � !'� UR ! E � 1 `70111 1 01 1 07 1 1 ` 701 I `701/ I \0701 I \0702 I 1 \0701 1 1 ` 0701 1 1 0701 11 0701 II \07011 � 11,0701, U \0701, 11 X701 I I \ 0 701,11 01, `701 11 \7015 j 1 ` 11,0 11,0 1 t t t I r I I l I t t 0 t 1 1 1 1 1 1 I 0 200LCP0505 I( �� • I 1 1 I I /f 1 I I IICC II i� ^ ^ /� IJJI 1 [ (PLC -15) I I CLW I PV ? I HIW ? OLCW I OLIW - I OLB I I SBYW OLC I � OLI I I OLB I SBY RE GI FAIL I BCH W I EAW 0701 0701 0701 07 01 07 0701 OP I r � C 0702 7 0701 0701 KKK 0701 777C 0701 7 W ] 0701 1C 0701 I 0701 0701 111 KK 0701 0701 0701 0701A 0701B [ 0701 0701 IICC 0701 I * � I 1 I y 1 X S-` I I I I ' I 1 1 1 I ` I T_omli_ri:\ I I 1 I T 1 T , . . 1 I 1- I 1 I T j T 1 y 1 I 4. 1 L___ A 1 L.-,< ,t ,..1-- - y I I 1 1 I 1 200LCP0701 * I 1 i WASHER/COMPACTOR 1 PWR 1 i 1 t LOCAL CONTROL PANEL O i - - i' \ YL r'' PL C I I I 0701E 0701 0701 "4 y i / �i \ �i .....• 1 I 1 -l. 1- , I 1 4. i i i 480V / -I� __j=-- SOLENOID I I I y 4 I OPEN (4) i i 1 (11) ! I LIGHTS (5) 1 i i SC TJB 1 + + I I 1 I I I LIT 200SCRW0701 -LCS* i -i 1 0701 WASHER COMPACTOR 1 LOCAL CONTROL STATION ESTOP LORRJ FR 1 1 I -..........i. \ HS HS HS -120V i I I I i 0701A 0701B 0701C 1 1 1 POWER' �,i �� 008-1-001 101 1 SLUICE TROUGH 1111• - I I I JOG HOT FROM BAR SCREENS I I I y •MSC' ATER ESET\ AM HS i I i 'OPEN" i 0701D 0701E 0701F 0701A PIT 4. y ' ONLINE ONLINE O NE `� \ 4. 4. 0701 i I I i 1, h h— h -h- / -�TS / �(NT HS TCH LIN / ��STANDBY i i i �h- -h - -h- -- h-- h---- -h - -h- 1 \ 1 ( \) I I I I i 0701G 0701H 07011 0701J r• I �--NPW 00V0701 -1 `1 1 - i i i ONLINE ONLINE ONLINE `� ►— 0•:-• \ \�NT' \ CHI jRNDBY I 200V0503 1 ( \ YL FROM NON - POTABLE t 4 1, -i I WATER SYSTEM y y i - 4 07018 0701C 0701D 0701E i > i 1 1 /'i\ /`�\ /`�\ /`�\ N 1 21-. 0 1 i . I I 0 I 0 1 y y 1 1 _ n y I LR/OC I OPEN 4.. 4. SV -L. 4 " . 'OPEN" . p N ' i HS ZS i SV 'y O ��C II y 0701 0703 - p 1 0703 1 FCV © h h h h h - -h - -I - -h --1----f I y OC I i i 4.. i ZS 200 G 0 701 FC FC FC 0-• •••-/---/---I-- WASHER/ a � CWH 0701 COMPACTOR 1 I 008 -1-002 201 PP- ISOLATION GATE SV I LE FROM HOT WATER 0 ��* 0701 0 `�* q GENERATION SYSTEM _ 7- OF ` () W I- I CS-2 y • V a. Y V��A�A REFERENCE ONLY 0 D ► NOT APPROVED WITH THIS PERMIT * DUMPSTER N 1200SCRW0701 YD (NOT IN WASHER/ CONTRACT) F COMPACTOR 1 (TYPICAL OF 2) v p — — — — — — — — — — — — — — — — — — — J a _ `-41.• PANELS: INSTRUMENTS: VALVES: EQUIPMENT: 200LCP0702 200LIT0702 200V0703 200G0702 200SCRW0702 -LCS 200LE0702 200V0704 I 200SCRW0702I 200ZS0704 v V 200SV0705 WASHER/ N p• 200SV0706 200SV0707 COMPACTOR 2 I — — — — — — — — 200SV0708 — — — — — (SIMILAR TO ABOVE) 1 I 0 0 ,1 "7a, o: PMH at NOV 2009 PROJNAME: SHEETTRLE: SHEET: 45 OF: 140 " t s � •a re DATE CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL 0 THIS BAR IS ONE INCH PLOT JUNE 2010 MN: : JDK owc 008-1-003 CH2MHILL D ATA 008-1-003 -003 �`*ta,�, a.: W _ . n wL� r DURH AWWTF «' " - 3 CHIC: MSM CAD FILE WHEN DRAWING IS FULL PHASE 5B1 WASH ER/COMPACTOR PLC if: )000( " , Oar commitment I. cum SCALE. NO DATE N APVR DESCRIPTION N 1 ` a� Ate: LEC SCALE: NONE DATE DPW �� OF ,p r p H 2550 SW H I IIebom Hw y. Hi llsboro, Oregon 9712 &9379 HEADWORKS IMPROVEMENTS P &ID CI R B410 ENS REV , . PLC-15 C.,,"RIT CLASSIFIER 2 GRIT SYSTEM ^ --\ / RUN RUN RUN RUN RUN RUN RUN RUN RUN • m.v:7 - - Lq50 Ef 5:525 ',:f"g • .N • Nc`Orr5" RQST Riksl 1/ F , 2C)ST RQsr CMD CMD CMD CMD • r .N4 : ON • OFF ' . :-LtNitN RE . f ON 4 (On: -,, k.RU RU#1 (RUN \ KUN KUNI KUNI . J1801 , 0642. , 1.ka , 1 .,, , :s!W?„, ! 0601 . 0601 , , 0601 L.:. .: .. 0604 0603 0602 0601 0601 0602 0603 0604 1,\ E....... 1......... L:.,..,...„.,....." _ I... LS-....GI LS-LJ 1■ /I is.-- --'i iN, - - : L f 1 L T j o o o 4 4 4 4 4 --------- — —4------4-- 4-- -. 200LCP0505 : RE I I ON ' i OFF 1 R61N5W '6.--- 1', i 16----- • '65- RE , ON - Oii, rt0001 R0455,45' " • _ 000 05602 •2550 . 060 0601 0601 0001 Call Ea CCU CB "..- RUNW l LRUNW Rif # 0604 0603 0602 0601 0601 0602 0603 0604 1 1- r ' L ' 1 '-- I I I 1 I .-.... ,. * 1 2 2 .,----„--, ...„ , -- , 4. I , 4.. I 4- , 4- 1 --/-- F sL I .„,, -#. .4. GR1T °,4Z ,c,•Kr T i ,..,..... .. . . — - . .... 4., . 1- -- L I---/ -- - -- 1 --- 1 --- I --- 1---/---/---F--I---F--1---0 f , ROM ORIT 25, PUMP 1 & 5 !• "CHANNEL 1" "CHANNEL 3" 7./N... GMT I ,,,, —554* " — WE* CHANNEL 2" "CHANNEL 4" ; RCIM GRIT PUMP 2 & 6 ----1541'445--- 5 • — , — — r r / :",, i i,•: ) ',,,,2 • (7\ - 1- TO EX'STINO :• . .4... 't• : RARSHALI. FL LAE 7 . 1 7 .! : • . I., 4, — 0 ! 1Ir IF i : , . !• 0 — 0. .. ,, — • *.. : ; !„ TO i.11 2 . 4. 545 ,11. 1 .• '.! — -a 5j4(>1 5455.1 4' • • TO i V n 4 JEWELL 1 4. : • : • , GRIT/OF ; • I < 008-1-001 I 401 I 4 111 4.# IIII• 0 i TO SCREENINGS i V y V A I v V j - y V A SLUICE TROUGH I 4., -1... r OR5I , ' P21:g• 4, nopRiveol.icg I _ _ — 1 START STOP ,I START STOP 4,. : 5 , . 5:: BONI GRIT ( HS ‘,•,. (75. 5715\‘ : _ POMP 2 & 6 5 I ! £ ,--- 1 . • -- 0602B 0602C 5 L ,-, , I GMT • — '555 .6°..1,-'9 0601C 1 ' 4.. 441, 65 „ FROM *'''''''''*-----' I\ / — ryil _./ PUMP 4 6 ! i ! 5-4.5 5 4 - -,/..--- --A PI 1 ---- 0604 n , H 0603 • 4.. ..;. r__,,,,,, j -*55- 5....__...- I I •••__.., : 9 ..) ,_ \,,,t L ...,..J L . € I - 1_,_,_a 0602 ni 0601 . -4. --..__...- 0604 0603 ; # ., MCC 5 1 MCC 0602 0601 ......_... ....__....- ;,.. a - I 200GRTC06041 - I 200GRTC 06031 1," j,#,0C.ALIPLC ' 'OPEN" i LL,OCALfF. GRIT GRIT 1 r HS - ; -#,..g.„,,,, - I 200 GRTC 0602 I - 1 200GRTC06011 : CYCLONE 4 CYCLONE 3 - ; , 4L 4 ' 0602 . ,------ ' 0604 GRIT GRIT CYCLONE 2 CYCLONE 1 •............, * ; ‘............,- EI 0 0 --- . ---- --,. • -1 - -; A I . : 0 . : > ' : • , • 0 0 2 1 HP1N 6IPW 5 ' 5:1"' "POWER' --1 RI V i lb., 11/ P • H 44 CS -.11milli. 1 • _J i Y 4■4■4* b • 1 i . 1 140 : .. E '4 1 [ 200 GRT 0602 I ', GRIT \ . / 1 200 GRT 0601 I 4Y CLASSIFIER 2 ,/ CLASSIFIER 1 GRIT S t- 0 .1. 0 oi / C i6 i. cLi .,\. ., .„ • low Q. LEVEL SCEiE6A, I NIV \ / A \„ ,7\ 777;7 • . - \ 7 v r • yr C.:01'4 - t '`‘,/ \...,-.; \ \? \E... V V V . i LE:VEL SCREW CONVEYOR REFERENCE ONLY • :474,4. • TATA!' . ' : NOT APPROVED WI CROSS CONVEYOR -5/ o,i5 !DUMPS 1ER! c5-, DumPsTER 5.n THIS PERMIT ce, . i 9 • DRN, PMH OR PROJ NAME: SHEET TITLE E . NOV 2009 . : . SHEET: 46 OF 140 DWG #' CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL ,.. , , ,;;A . l'! , '. ;;;# C' DSN: JDK DWG /1 008 iii THIS BAR I I DURHAM AWWTF GRIT CYCLONES gL JUNE 2010 2 CleanWater CH2MHILL 008 WHEN DRAWING IS FULL < CHIC NISM CAD FILE S ONE NCH It. Z ALE. Oar cosnmitmat is ci. PHASE 5B1 AND CLASSIFIERS pLc.: )000( w N w APPD SC NO DATE APVR DESCRIPTION : LEC SCALE: NONE Et REV* DATE DRN ' APPD DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro. Oregon 97123-9379 HEADWORKS IMPROVEMENTS P&ID ' C1KLED — SCADA ODOR CONTROL AIR CONDITIONING (1 3 . ...,OW PRESSURE OD FAN UNIT AIR SCE I ".,. 4 LOW DIFF. M O T O (OL1 R �ON N C _O� P / iM 1 i F . 4101 4101 4101 4101 0401 IC I 1•,(I I \ 1 \ I II I \. ,,.1 _1 5 200LCP0505 I I I I I I CP- (PLC-15) OL J [ ON JI R i K 7 [ � 7 , T 4101 4101 4101 4101 0401 326% 413' 1 I 1 4 N 1 1 � I 1(J I 1 1 -1- 1 • 1 1 T 1 I 1 1 1 Jl 1 T 1 1 I y HH � 1 I- I 1 T 1 1 1 T 1 I 1 1 I y 1 T 1 1 I I 1 1 T 1 1 I y 4- -1.. INDUCED FLOW I I 1 T I I STACK 1 1 1 1 1 480V -, 1 008-1-006 501 /__�__�__�_ I I I I \ ♦ I TO GO/NO -GO LCP 200ACU0401 I I 1 I MCC HEADWORKS I I y T y AIR i i i - ELECTRICAL ROOM al'',. . i DITIONING i \ \ ERLOAD I UNIT ONON S y YL i 4. YL // ,"° ._. ...._......_.,....,_.,.,._,.n 4101A 4101A 1 4101B )K_ilc I ** \ y :. 1 1 I i i LOW •f1RENT • ISL YL 2000S4101 I ! 4'101 ` _ ** / 4` J \ ** ODOR SCRUBBER I 1 = t "POWER 2a3 DK 1201 • 4101 ip © © i 9 C \ - M -- 1 W , P2 0 IV ].... ........... ; 1- : CD I a P _ iNG 1 200EF4101 .r T / , ;; \ $ ODOR CONTROL 325A ..2.:Y...; '� ?.> o FAN 1 `..,..,:! 1 e ''.,._ 'N.__ .r' 3 NAc rE di a ROM ( F ;\\ FROM � 3 0 i- LOW PRESSURE 3258 s51 FEED PUMPS 9 AIRSYS ,s a. RAOC_ REFERENCE ONLY PROM W,OCI, co N E > MPS zi; NOT APPROVED WITH THIS PERMI M La I O O o DR/4 PMH wre: NOV 2009 PRaNAME: SHEET TITLE: SHEET. 47 °F: 140 DWG %' 5A'xl I NSTRUMENTATION AND CONTROL ° DSN: MK mask 008-1-005 rye__— �Iyy��_ c -_ CLEAN WATER SERVICES "T JUNE 2010 ail THIS BAR IS ONE INCH CIeanWateriServ>�ces CH2MHILL DURHAMAWWTF DATE: 008-1-005 � '' °Mt MSM CAD FILE M: WHEN DRAWING IS FULL SCALE. NO DATE N APVR DESCRIPTION O"QOlaOi�'ibelpt PHASE 5B1 ODOR CONTROL PLC *: )000( APPD:LEC SCALE: NONE REV DATE DM APPD DESCRIPTO 2550 SWHlllebaoHwy Hnlsnoo, HEADWORKS IMPROVEMENTS P&ID Oregon 9712&9379 P s X6410 EN6q E SCADA HEADWORKS BUILDING COMPACTOR GRIT SCREENINGS MAKEUP AIR UNIT ROOM STORAGE ROOM ROOM SMOKE „...__./\__\ „,___./\_,\ ...,__/\_\ FAIL R R NNING H2 LEL H2 LEL H2 LEL ZS EN o o (Pvl ( Pv -1 ( Pv-1 o (0 1.I.l 1.I,1 I.iI I .I. I s. 1 . 7 1 �/1 1 . 7 ' 1 I ■ o ?� /1 (PLC-15) L FAIL i L ON } I C ALM ? pV PV PV PV PV PV I 5001 I I 5001 I 5 001 I 0701 ? 0702 * 0703 ? * 0704 0705 0706 r T 1 I- ? Y - - ♦ -I 1 I I T T - T T 1 i I 'ODOR CONTROL _ i T 'BLOWER” I FAN 1 LOW 4- I 1 CURRENT' I T T I I 008 -I -0OS 501 - I -(- 1 - -1 - -1 1 i i I I I l- l i- l- i- l -- l- l 1 1 1 1 I I l l i -- I - -1 1 1 i I i l i -- l- 1 1 i ► i 1- T I -s I T T I 1 I 1 I 1 T T I I 1 T T I 1 I I 1 I 1 T ,T 1 T T . -I T T I 1 I 1 I T T ' I 1 I 1 1 1 T T 120V -' 480V \ 200LCP5001 * • • 200LCP0703 • PWR BURNER BLOWER SILENCE \(_::!T \ FAIL/ \(1:!T \ O9 4... ____ :_ �. __ „,.0 ___ -__-,0 YL L h h h h h h h h h F► HS _ A IC , 5001A / 5001 B 5001 C\ / 5001D 0 -•-/---/---/---/-- - -h h h h 4 ' 1 l / S S A EWEfV `J / OKE `� \ O \ LOpKQUT FI 7Y JER, AL ARM U I "GAS ALARM' 4 " � � 120V Y YL YL FAILURE' I 1 1 I 5001E 5001F 50010 i 1 / �� \ / �� \ / `� \ "SMOKE -i i ` y ,.....A_ 'MSC' ft "MSC' "MSC" 'MSC” 00 ALARM" -,...4 I I HS ' I 1 1 5001A I I I �/ 1 y 1 I I 1 -1.- 1 I 1 ) i I 4 1 1 200CS85 11 ** I i I .1. I GO I H2S H2S H2S YL i (IT ( AIT i i 1 i I I 1 0701 0703 0705 I I co e`50 ..- T T T c i I i 'MSC' I LEL { 'MSC LEL MSC LEL i 1r NO-GO HORN/ ** i Iii 'POWER i LOW i 4. YL STROBE H2S AIT I H2S AIT I H2S AIT FLOW i i I I 0702 0704 0706 I 1 I 8501B ( T V AE T AE T O i i `� 0701 I 0703 I "MSC" 0705 I MSC' . i i-- -h-- l--- I--- l-- _,--- 1- - _,- -i -, i I I �� MSC }� OSA -1.- I i (TYPICAL OF 5) (TYPICAL OF 3) CO ROOM OR LEL STORAGE E SCREENINGS RL + 1 ( SMOKE I ) AE ROOM AI E LL o 'POWER' 1 ASH I 0702 0704 0706 SA V 11111. * 5001 h h-- h - h► I �i �i �� COMPACTOR GRIT SCREENINGS FROM TO �/* ROOM STORAGE ROOM ROOM lii o OUTSIDE HEADWORKS i- BUILDING O a 200MAU5001 HEADWORKS BUILDING MAKEUP AIR UNIT 1 REFERENCE ONLY MAU SKID* ai co NOT APPROVED WITH THIS PERMIT co co co o O DRN: PMH DgA NOV2009 PROJ NAME SHEET TITLE: SHEET: 48 °F: 140 Dwcs: „,:r..- i�11"',t o IN STRUMENTATION AND CON TROL 0 DSN: JDK DWGr. 008 -1-006 CLEAN WATER SERVICES a °T JUNE 2010 � di THIS BAR IS ONE INCH ♦r le Servi CH2MH I LL DURHAM AWWTF MAKEUP AIR AND �*� 008-1-006 CHK MSM CADFILEA WHEN DRAWING IS FULL P HASE 5B1 GAS DETECTION �3. °� ' z Osat is dear PLC S: X)0 �, f SCALE. NO DATE N APVR DESCRIPTION Oar amS A�D:LEC SCALE: NONE may* ooh DRN ,wPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS PSLID ' Cws 6410 PROJ EN riliT 6 -X- L • SCACA NPW PUMP 3 NPW STRAINER RON frtl-i1 NIIICti% NlfiiYri, F V H# H ' ' 4 403 4803 4603 - - 4601 ( ,� 3ax 4 N 463" , 4 i CP , aC1 1:01.C-1) • R1 FAIL. ON Jl4W y '. Y H€ I O. i 4 43{33 4983 A603 43€31 5520 4531 4904 4601 .�._... ....a ....� ---.4.— -- 1 s y i L t I T T T T T T T T T ._._... _....._ ........... ....... ........._.,.....,.,....,.,_._ _ _ „ .,_, m.......,.._........, m..,. ............_............._,.., . _ T T I 1 fi .. , I 1 T T T T T T T T T T T 1 I 1 T T T T T T T T 571LCP4601�K T T T T CYCLE PWR HIGH -HIGH T T T T ' HOA STAR\ RU)NNIe1G 05, \PI SSURE T T T T HS HS YL YL / YL \ T I I I 4801A 4601B 4601A 4601B 1- 4801 T 1- T T 571P4603 -LCS I I I I 480V '= y y y NPW PUMP 3 LORR SS 1 1 I I 1 1 I y� LCS � (4) •HIGH' 1 1 i "OPEN" HS HS --/---/-1/---1---/-.1 I 'HI -HI" i y i I 'CLOSE' 4 3A �B 4 MCC 'LOW �( 1 I - ItY -'7 -= I 1 - 1 1 1 "POWER" (3) 'POWER" J. y 1 1 I 'HIGH' I 1 1 1 I I t 1 1 1 1 I I 1 1 -1- I 1 y 1 I i 1 y y 1 y l -L I. 1 j- I. I 1 1 . I I 1 1 4. 120V -. I 1 1 y FIT i ' y I I 1 1 I 1 1 • 1 y 1 I. �- -Inc. 1 -I I. ' 1 a' I p --------4',..---1 ...�...»- ...,,.,.... M I •.. ,m, „.»,e..... ,,....... I ” ` 'mA. .- I .. r...,..... ,,,.r .. ... p p y � }j m FROM { U4i 1 FE -1 7 . . _...._ y - © - , -� 4£11 - s WE" db'ELLt 1 4601 00 6 .. 1 1 1 1 1 Lliw BACKWASH %fi i_? x11 x8- �i i WE I k,O POT LE i y y ai i 1 W4.EPPIN °l.f I I 1 CS 1 1 F- 1 F y I M 't: I ell 1 1 a ' y ......__. .._._. ----t,<.--- .,,.y .... _... t• �Ic * 1 i NPW/D , � o TSH � ` 1 1 C y i Y 6 -- I -- - 1 - -- n TO �Ic 571STR460 EXISTING STRAINER F NPW STRAINER BACKWASH DRAIN o DPS _1 K \ I ► 4 3K ........._ .. ' ^...� 571CV4603 571V4603 - - REFERENCE ONLY C$ 1%! 571P4803 1 NOT APPROVED WITH THIS PERMIT NPW PUMP 3 In Fr) r ^ I 0 4 onN PMH ORI° NOV 2009 Prsw N: SHEET TITLE: °MEET:49 OF 140 °w°r. . ' "a °b °A � di THIS BAR IS ONE INCH INSTRUMENTATION AND CO NTROL ° MN: JDK Met 006 -1-007 CLEAN WATER SERVICES PCT JUNE 2010 a '�" 1ci1WL�r i D URHAM AWWTF i CHIC MSM CAD FILE #: WHEN DRAWING IS FULL Out esvlmnt dear 2M H I LL DATE, 008-1-007 " PHASE 581 NON - POTABLE WATER PLC* )000( w " NEI P&ID w DPP°: LEC SCALE: NONE SCALE. NO DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENT LL REV 0 DATE DM APPD DESCRIPTION 2 550 SW Hillsboro Hwy. Hillsboro, Oregon 971239379 . ENS EinEE.D PI (>15 - — — CHANNEL 1 — — — — — — I OUTLET GATE 1 FULLY FULLY IN OPEN CLOSE L •PEN REM•TE MD MD ©imp =mr 1 X 505 0505 I ■ t �� 0505 l I 1 1 f o I (PLC -15) I MILS MMIIMI 0505 0505 0505 0505 0505 I 1 2i 1 X I I 4 I y I' I •I T 1 T 1 I I I I I 4. I 1- 1 I T 1 1 I 1 1 1 i 1 —►I 1 1 I y I .I I 1 1 ( (2) 1 H I 1 I I 20060501/05 -LCS CHANNEL1 o O INLET /OUTLET GATES of LORR/OC c Z I i HS dl 0z I co o I I I 'REMOTE' I OPEN' 1 ( 2 ) I 'CLOSE' j 1 1 t I I i y 1 4_ SvI 1 fs z 1 �� - I 1 1- 2004 "s ts#L. .xR . I 1 p• �Ip, q 1 i8 , O? E .t•F 1 I• -- l - -a t -- 1 1 1 - � . • I • (TYPICAL OF 4) 1 < ': _ PANEL: ... ..__.... 2 J 05oe N r,�. ............: ,...... ................... x,..:..,.,:.�„�,•.. .. ................. ........., h,... ----` 20000502/06 -LCS AS r` :,x!a l cu: :rLEr. 1 +S.x.�..'E ' biS.14 iii (SIMILAR TO ABOVE) r , :. .._ ....... .. ............ ....... • O 5 I, — — — — — — FC EH 2.Ut.I Ec .. __.., • PANFI • Jr.' i N ;1r' 2iO w5 7 I 200G0503/07 -LCS c CHANNEL ..3 , El — _ (SIMILAR TO ABOVE) 0 0 . ('' PANFI • E. mi B IN .. u.� G 200G0504/08 -LCS REFERENCE ONLY *5 _ _ _ _ (SIMILAR TO ABOVE) NOT APPROVED WITH THIS PERMIT el 0 col 0 0 o ORN: BRP , NOV 2009 - NAME: SHEET Ti LE SHEET so oF: 140 Dwar. . �'" CLEAN WATER SERVICES IN AND CONTROL i ° DSN: JDK DWG IS 006 -1-008 LEC SCALE: NONE WHEN DRAWING IS Li THIS BAR IS ONE PLOT JUNE 2010 FULL 008 -1 -008 ` WET V1C� D URHAM AWWTF SCREENINGS CHANNEL CHIC MSM CAD FILE M. FULL C H2M H I LL DATE: 1 . :, NO DATE N APVR DESCRIPTION o.reesmitmentIsGlen PHASE 5B1 OU GATES P LC )000( J RPM SCALE. HEADWORKS IMPROVEMENTS p I D U. REV • DATE DRN APPD DESCRIPOON 2 550 SW Hillsboro Hwy. Hillsboro, Oregon 97123.9379 P ° s It 6410 E,r CaZSZEZ3 l i I 1 HEADWORKS FIBER PANEL I ,.. PR 0 g.. I (---,-, , .. 1 , - , f ECt-4 SWITCH I ETH-IP/CU _ o ETH -IP /CU HMI 1 1 WORKSTATION I '""' ETH -IP /CU TELEPHONE NOTE NE NOTE 1 O SCADA HMI VV:JR§C8 36atiati N ETW O RK 'AP I i 200LCP0505 T --._._ ___..........._........_._._... ...... _ __.....�.. ".m.m..._._."._ _ HEADWORKS E;.EI HONE FACILITY Mi�i�i�i� +P+P HEADWORKS M'�' HEADWORKS ` PLC PANEL P111111111111 FACILITY PLC AIIII� � FACILITY PLC NOTES: I ;rrrrrrrrrrrr PLC-15, RACK o ;rrrrrrrrrrrr PLC-15, RACK 1 1. OWNER - FURNISHED EQUIPMENT PLC I/O NETWORK ETH -IP /CU ^"`"' " -- ETH -IP/CU ETH -IP /CU RIO CX PLC, 4 u ETHERNET SWITCH i I SPLIT KM-OX _ RO-CX SPLfT Sgyy - - -t ETH -IP /CU V ETH -IP /CU ` "'" ` "'" "' ETH -IP/CU a ETH -IP /CU RIO -SX_ M I w ' i � . ti. i 1 200LCP0501 * 200LCP0503* BAR SCREEN 1 LCP BAR SCREEN 3 LCP PLB BABE t uplimiiiisimi� .i• P ° w ■1111111111 wIIIIII IIIII RIO-OX --- Rt'X ;rrrrrrrrrrrr ;rrrrrrrrrrrr LEGEND: ' - z ' . FO FIBER OPTIC CABLE FIBER PATCH PANEL 1 ti..._. �I FPP ... _ I t 200LCP0502* 200LCP0504* RIO-CX REMOTE 10 (COAXIAL) BAR SCREEN 2 LCP BAR SCREEN 4 LCP � .3 BASE ETH -IP /CU ETHERNET IP (COPPER MEDIA- CATS CABLE) sii iIi i i m mi iii i•i•im` CAT 5 CATEGORY 5 ETHERNET CABLE > IC �.x RIOCX .._ .__ RU11111111 WIIIIIIIIIIII I , ;rrrrrrrrrrrr I ;rrrrrrrrrrrr ci Iii . di Y. t3Mf.. 3 P,.0.3 . BASF Z 200LCP0701 * 200LCP0702* 2 WASHER/ WASHER/ R RIO -OX RIB >.L,X COMPACTOR 1 LCP COMPACTOR 2 LCP a _..._. •••••••••••• •i•i•i 1111 i •i•j•, .:_ wllllll MI 6:91111111 ;rrrrrrrrrrri ;rrrrrrrrrrrI PLC -3. BASE k t ? . .. o ,, ,,,,,,,,,,,,,,,,, ,, 0 J Ll. EXISTING NEW L HEADWORKS ELECTRICAL ROOM J L HEADWORKS ELECTRICAL ROOM J REFERENCE ONLY co NOT APPROVED WITH THIS PERMIT u, ru s . 0 URN: MEN NOV 2009 PROJ NAME: E � I NSTRUMENTATION AND CONTROL $" ' 51 OF 140 DWG X _ 7s "'F ° DSN: MK owes. 008 -I -100 CLEAN WATER SERVICES � , i SS THIS BAR IS ONE INCH CIea nicer D U RHAM AWWTF HEADWORKS BUILDING JUN 2010 ii 3 cNK MSM CAD FILE WHEN DRAWING IS FULL CH2MHILL �� H I LL °" 008 -I -100 P HASE 5B1 CONTROL SYSTEM SCALE. Oar commitment V elan PLC F: XXXX NO DATE N APVR DESCRIPTION BLOCK DIAGRAM c ws LL nvFO: SCALE NONE �r D ATE DAN Aavo DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro Oregon 97123 - 9379 HEADWORKS IMPROVEMENTS t mio Em MAP' EN L SPLIT AIR E:H4IR UT r4 GRILL k 0 141 J A iLY it) O� ANN- -A 03 ANN -8 4 A c HORN 1.e4;.: AIIN =O " EU B -3 8-5 8 -7 8 -5 f ma 6-4 0-8 El o- N3 =a N3 -6 -10 8 -i2� 0 4 - - A E rrs. i6 C 1 C a C 3 C 4 5 •=1 2+ 0-26 6-26 0-30 °-32 0-J 0-36 rrrs atiwl t D t....0. 6 r t lrrr �rll;r�:tai E lli E It J ®C: � as • - �� :: / /In6r.6iis, #.7 1 4 i arf L I L ir � � ■ 3 I 13 64 iw1 ass 39 40 OPERATOR 8111 En fin OD En () INTNRFACE :nra 34 67 ■ ∎ ■ I ∎ 4 En F14 'r1 A 1;1 11 fin (MB maa ; al IS a © © 1E1 — 1 88 0 a as 2 to 04 a ID 0 0 I_ _ � .e Ej Ea k a i! K.1 i i }s= 4 1�: ' A'S3 � ; ,, .l. , rp LAM DOM RA�1 C' � � /" .' /, i 15rf ie ®�CJ 84 p l 81 8z ffi$ :: � � =MD= U-44411 I 111 NOTES: W' % O gyp 50 6 63 64 65 66 85 / t " ,1r 1 ' La ® j ><c1 �`' E2 ®� t �� Q 1. SEE CP -301 COMPONENT LIST, DWG 008 -I -802. � O n 2. ALL WORK WITHIN EXISTING CONTROL PANELS WILL REQUIRE 4 {, rJ p 26 4' ' .4} 48 NZ) a 58 CLOSE COORDINATION WITH BOTH THE ENGINEER AND OWNER. V ",+ 42• *1 NO WORK IN EXISTING CONTROL PANELS CAN BEGIN WITHOUT APPROVAL BY ENGINEER AND OWNER. POWER DISTRIBUTION 3. CLOUDED CROSS - HATCHING IDENTIFIES EXISTING CP -301 PANEL FACE - MOUNTED DEVICES TO BE REMOVED AS PART OF THIS PROJECT. CONTRACTOR SHALL REMOVE ASSOCIATED PANEL SEE DM 3307 -L2 WIRING, PANEL DEVICES, AND FIELD WIRING. COORDINATE WITH ELECTRICAL CONTRACTOR. 4. CONTRACTOR SHALL SUBMIT MARKED -UP COPIES OF THE EXISTING CONTROL PANEL WIRING DIAGRAMS USING CLOUDS AND CROSS - HATCHING TO SHOW WIRING TO BE REMOVED. 8 -1/2" x11" COPIES OF EXISTING CP -301 WIRING SCHEMATIC • /�} DRAWINGS WILL BE PROVIDED BY THE OWNER. REFER TO } I +;I SECTION 13400 FOR WIRING DIAGRAM SUBMITTAL REQUIREMENTS 1 $ AIR INTAKE GRILL. ASSOCIATED WITH EXISTING PLC-3 I/O TO BE REMOVED I • ; s FAN AND FILTER AS PART OF THIS PROJECT. 5. CONTRACTOR TO FILL HOLES WIHT COVERS PAINTED SIMILAR r r . COLOR AS EXISTING PANEL FACE. - � 1 ► -- CUTOUT T / HOE COVER PROVIDE PARE. Ni ANSI 61 „ �~-� HEADWORK CONTROL PANEL CP -301 I 1$ 2 - MICROSWITCH CMC INDICATOR /OPERATOR R SCALE 1 j$` = 1` q SEE CNC INDEX SCHEDULE 84"H X 149"W X 36"D 13 - SEE NAUEPLATE SCHEDULE 3307 -NINA NTS 2 { — SEE MATERIAL NUT 3307 -ML 2 SECTIONS %L. LISTS 37 1:5 ® 8/27190 AS BUILT REVISION C,0Dess. WY< Prof. DURHAM A.1Y.T.P. , OREGON HEADWORK CONTROL PANEL GP-- J / �' `' AMA= Uote 8/1/90 "h, REVISIONS PER CPR 131 CJDOrn. WYK PHASE 1 EXPANSION "1.3.. i .C'""''�..,s 1 + 4/10/90 4 REVISIONS PER ENGINEER CJD Ck. K. �Enr . CWC -- NOR ENONEERING. INC. FRONT PANEL LAYOUT 3 H .W PACIFIC CONTRO C e INC. 30 Ia. Date No Revision By App. U.S.A. 410 101t1C. 14th 14th P.O. Boa 4423 Parttard, Oregon 97209 .._ 3307 -L1 0 1 w I a O F O J I a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT .I s oRN: PMH APR IL 2010 PROJ NAME. SHEET T LE SHEET: 52 OF 140 DWG * , ti .8 I NSTRUMENTATION AND CONTROL ° DsN: JDK DWG a* W8-14°1 CLEAN WATER SERVICES ��* JUNE 2010 < di T HIS BAR IS ONE INCH aea \ L es DURHAM AWWTF DE M OLITION A TE cHK MSM CAD FILE• WHEN DRAWING IS FULL cH2M H I LL 008-1-401 a 5 a � SCALE. Our se..iba«ebelms PHASE 5B1 EXI STING CP -301 PLC. )000c NO DATE N APVR DESCRIPTION ELEVATION cyvs LL APPD:LEC SCALE: NONE Sys ORE DEN ,wPD DESCRIPTI 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS PRD,,K:6410 EM I_E,�.fri, - },_ PANEL 1 ^ PANEL =" •N i PANEL DEVICE ID - 5-- • UIPMENT DESCRIPTION DEVICE TYPE BETItFN " . PANEL EQUIPMENT CIAT31tI TYPE -" ` 1 vNU vCi d R EP -? ;, Er.'v R_„J. E --- ;w A &2 NORMAL GRIT PUMP GP - 302 SELEC TOR I INDICATOR (RUN /OFF-READY € AUTO5 t AUT02) F1-3092 v • •a L FLOW INDICATOR 2 53 NORMAL GRIT PUMP GP -303 SELECTOR i INDICATOR (RUN 1 OFF -READY AUTO1 f AUT02) .� ..,. w , .� _ .,, .... - �*• +® • +,, w. ,• . +�T'�IZZT -; +1 ± - -� _. �� .i 2 54 NORMAL GRIT PUMP GP-304 SELECTOR € INDICATOR (RUN t OFF-READY f AUTO) t AtUTAUTO* ,�.i11/./11/4AI �iI�I.I�// t 13. �./�I.I� +• * .�. ,iw.:w.. 2 59 STANDBY GRIT PUMP GP-305 GRIT BAST SELECTOR I INDICATOR BASIN 1 i BASIN 4) .• IAA " -.I" - 4 � " —.7 /.�► /aMI1I.1�!AIPT, : �AIIIKJ1 T�f ,4 ?� j ,�,/w "/ A . 0.. 4.1x411∎ 2 56 STANDBY GR PUMP GP -305 SELECTOR I INDICATOR (RUN € OFF- READY t AUTO: I AUT02) IN -, CORDER - : + ,r , ' c HA t E N -' Ms ED"-- NIA . 2 57 STANDBY GRIT PUMP GP -306 GRIT BASIN SELECTOR I INDICATOR (BASIN 2 I BASIN 3) FIw 93 BYPASS FLOW IND ATOR 2 58 TANOBY GRrr PUMP GP -308 SELECTOR t Iiat7 ATOR (RUN € OFF READY € AUTO! 1 AUT02) F BYPASS FLOW TOTAL NDICATOR 2 59 STANDBY GRIT PUMP WATER FLUSH VALVE CV -325 SELECTOR f INDICATOR (OPEN./ CLOSE / AUTO/ LOCAL) 1 2I -3081 - C•^ `OL S •E GA - I* 1 POCIION INDICATOR •. , r :}1( c; ' y_• W..1 , V ` r.. AI " i .: .. • LOCAL) Aim. 1 21 -3Oe2 CONTROL SLIDE (A1E SG-342 POSmON INO ATOR / , ��ri aP +�lw' .u;i`'. �rrr eSu''. '. Qi:riii .tszr 1 - 1 FORCEMAIN AND WELL 91 CONTROL VALVE CV- 1111 SeLEGTORIINOICATOR (OPEN I CLOSED / AUTO r RSPB CONTROL) 'r /� AWL:tVAP A '_ . M11ii:.i�'"' '.> • �A i—wAll :�"r ?�'.�.(� j.� .W.r0. " "': 1 2 INTERCONNECTING VALVE AND GATE (CONTROL VALVE CV -103) SELECTOR4NDICATOR ON / CLOSED t AUTOI RSPB CONTROL) - - w. 1 3 F• « IN '.4 ELL 92 CONTROL VALVE CV -102 SELECT TOR (OPEN CL*SEO 0 °SPS CONTROL) 3 CALENDAR CLOCK 1 4 , ME GATE 8L SELECTOPANDICATOR (CLLsE t OPEN t AUTO I LOCAL) 3 HORN HORN I S •: GATE 8G303 SELECTORttNO CATOR (CLOSE I OPEN/ AUTO t LOCAL) 3 CLOCK CALENDAR I 8 SLUICE GATE St -302 SELECTORANOKATOR (CLOSE € OPEN € AUTO: LOCAL) 3 ANNUNCIATOR "ITEM HAS BEEN REMOVED -NIA -- I 7 • • - AL FLOW CHANNEL SLIDE GATE SG 331 SELECTOR€INOICAT'OR (CLOSE € OPEN t AUTO I LOCAL) 3 CRT OPERATOR INTERFACE - HAS BEEN REPLACED DUMPSTER LEVEL. SWITCHES — LEVEL $WITCHES I 8 OW CONTROL MODE SELECTION SELECTORANO ;TOR (CRISP / HEADWORKS) 3 LAM I 8 ( OW CONTROL OPERATION MODE SELECTOR/INDICATOR (SUMMER f WINTER) 3 13 M1 __.___•_ 111011 ..�....._._ '' LOW CONTROL LEAD INFLUENT VORCE MAIN S£LECTORIIN[2 A'fC'iR (NU 9 I�NO 2) ,,,, .,, „„ 3 RAM HIK3081 SG-341 MANUAL CONTROL STATION CONTROLLER 3 63 ANNUNCIATOR CONTROL SWTFCH SELECTOR € INDICATOR (MANUAL 1 AUTO I HEADWORKS I CRISP) e_ ._ _ vrc, U a+ >b.gt2- e[n I 41 y * L. O _ 3 64 ANNUNCIATOR ACKNOWLEDGE PUSHBUTTON �V��rr� a�ri * ' l i,1�. ' � IIir .�i *I rr rr �`.� ' �..L °. _ 3 65 ANNUNCIATOR RESET PUSHBUTTON r�� /_'��—/l ' •► ' rI(i_ilr ac : �'�.fai . `—:�� a 6 NNUNCw70R PUSHBIY rON �� ► I V s ADY I III III 3 85 PANEL COOLING FA SELECTOR f INDICATOR (RUN € OFF r AIM) N " � �� N� ��A�i i • , 'tA .4 � 4 Af t4TOR - -=ITEM HAS BEEN REMOVED - --- -NA I r�� /,��, r AallP r •ar.> r'Z u IF�i ��4 raV4W' rAtajr ' ,,41 4 - 67 *ITEM HAS BEEN REMOVED - - .� M.'filiYiA' r� -VA- �� .4�, .�i� �.ik . : aX, L 1�� ® ®�� CJ' Z'td ir' I es R MARY SLUDGE PUMP PSP -4001 salt; JR t INDICATOR (RUN I OFF -READY 1 AUEO) I /,p�l/ of i LVAEL' i.�5“A ` �i� ® ® ®>� i -. `�a 'TAIZ i /� . i ' 4 I9 r •' SLUDGE PUMP PSP -4002 SELECT: X t - INDIA TOR (RUN r OFF - READY t Auto) I r�gr��' r •xi "mac �� ®® r : + 4 70 PR MARY SLUDGE PUMP PSP -4003 SELECTOR / INDICATOR (RUN I OFF -READY F AUTO) r ©� / � T . r n •' t '! �t rl� 4 11 —"ITEM HAS BEE. REMOVEer --- _MA- F " -30 - 4 Ci •1 v' , * s � 4 12 PRIMARY SLUDGE PUMP PSP -4004 SELECTOR f INDICATOR (RUN f OFF READY € AUTO) r' ® � ' N S -, 3 i /�� r SR ELE+ C = DICA2 f V , 5 4 M 73 PRIMARY SLUDGE PUMP PSP -4005 SELECTOR I INDICATOR (RUN € OFF-READY I AUTO) r ®- = - rEa° : R ° 4 �!°��IL•'_ t I ±�"S*_i�4 4 74 CONTROL FAN OCF.aa1 _ SELECTOR f INDrcAAA�Oai (RilN i c>FF — EaDY) `.. Pir MUM - - t Fi Akr, : 9: �Ls'] 73.- 4Y AUTO} 4 T$ • ►° r' CONTROL FAN OCF -402 • LECTOR t INDICATOR (RUN / OFF- READY) PISTA ROTOR PR 3O2 SEE' CTOR I INDICATOR {RUN I OFF-READY f AUTO) 4 78 ODOR CONTROL FAN OCR X03 , . ELECTOR r DICATi�i.(t (RUN J OFF-READY) PISTA ROTOR PR-303 SELECTOR t INDICATOR (RUN F OFF -READY 1 AUTO) 4 77 ODOR CONTROL FAN OCF -404 :ELECTOR I itExCATOR- N F OFF -READY I AUTO) _ SST. : °0 •R # • _ _ _E. CT:, -; ,. • T - }. s" - READY'• )�� 4 81 PRIMARY SLUDGE PUMP STATION WATERING RUMP DP-401 - ELECTOR t INDICATOR (I JNJ0FF- READY) .. . A IAta ., S��. A ' . G.-.. .. I .. i�., mmmm Et} YiW'7e+:�'= lC: . � W. ' {il.ei.��ii(i Z w'�r,tfi er. T. A •' 4 82 PRIMARY SLUDGE PUMP STATION PUMP DP-402 SELECTOR INDICATOR. i1 OFF READY) .f1I._. ._•_I :r W.iLT 1'.I �.ri_�_.—_i_—.c�. / ZIEL3 tr' iEET '.'/Li•I AIIII 4 78 PRIMARY SLUDGE PS PRIMARY INFLUENT SLIDE GATE SG-4 SELECTOR r INDICATOR (OPEN/ CLOSE € AUTO € LOCAL) t�,w A�, j'' ' ', F' ` r': .� • �� /I ' .A I .Z 'U'fi+l :� � 4 83 "'ITEM HAS BEEN REMOVED R— - , 5114.- wagrA�j� *iw 't �� Air. oiruw .' ' � 4 NIX405 EXCESS FLOW VALVE CV-401 CONTROLLER Mg AI - T PI . H= s') 4 141K408 E55 FLOW VALVE CV 402 CtNTTROtLER AMIUNCIATOR( ITEM HAS BEEN REMOVED" - NIA - 4 80 EXCESS LOW CL3NTROL sELECTOf2! INDICATOR (RUN t OFF READY) ry _. 4 LAMP TEST PUSHBUTTON ..181 SUCTION VALVE eC'V 361 MAN CTRL. S AT ON CONTROLLER _ 4 LL -4048 PRIMARY EFFLUENT SPUTTER BOX LEVEL INDICATOR 2 - ....... 31 _.. $ ON VALVE CV - 351 MAN CTRL STATION MODE ......._. SELECTOR F IE1IGAT?R (MANUAL F AUTO) - - 2 33 LPA BLOWER B -361 SELECTOR F INDICATOR (RUN F OFF-READY t AUTO) 2 34 — BYPASS VALVE CV-351 SELECTOR INDICATOR (OPEN ' CLOSE I LOCAL) - a 2 HIK3162 SUCTION VALVE CV-362 MAN CTRL STATION CONTROLLER 2 32 SUCTION VALVE C1/462 MAN CTRL STATION SELECTOR t INDICATOR (MANUAL t AUTO) 2 35 IPA BLOWER 8 -362 SELECTOR I INDICATOR (RUN F OFF -READY € AUTO) 3 BYPASS VALVE CV -362 SELECTOR 1 INDICATOR (OPEN CLOSE € LOCAL) w 2 37 HEADWORKS NPW PUMP NPW -301 SELECTOR I INDICATOR (RUN i OFF -READY F AUTO) 38 PRIMARY SLUD PUMP STATION NPW -401 SELECTOR / INDICATOR (RUN / OFF -READY i AUTO) . _ 2 39 SCREEN INS CONVEYOR Crt301 SELEGTEJ#t / INDICATOR (RUN / CAF READY i AUTO) , �a 2 ,.. 40 - . _. — "(IEM HAS BEEN REMOVED`' - _ -N/A 2 41 UPFLOW WELL AEA RATION CONTROL VALVE CV-301 SELECTOR: INDICATOR (CLOSE £ OPEN I AUTO f LOCAL) 2 42 LIPFLOW WELL AEARA1 ON CONTROL VALVE CV -302 SELECTOR r INDICATOR {CLOSE t OPEN € AUTO € LOCAL) 2 43 ... . -- AIR SCOUR CONTROL VALVE CV -311 SELECTOR 1 INDICATOR ( € CLOSE 1 AUTO € LOCAL) o AIR SCOUR CONTROL VALVE CV-312 SELECTOR 1 JICATOR (OPEN I CLOSE € AUTO I LOCAL) 1 2 45 IR SCOUR CONTROL VALVE CV -313 SELECTOR 1 INDICATOR (OPEN t CLOSE / ALT)/ LOCAL) .. 2 46 R SCOUR CONTROL VALVE CV 314 SELECTOR/ INDICATOR (OPEN i CLOSE € AUTO € LOCAL) I� 2 47 WATER SCOUR CONTROL. VALVE C'si =321 SELECTOR t INDXATOR (OPEN I GLOBE € AUTO € LOCAL) A 2 48 WATER SCOUR CONTROL VALVE CV -322 SELECTOR./ II CATOR (OPEN f CLOSE € AUTO i LOCAL} .___._ 2 48 WATER SCOUR G73NiRQL VALV E CV =23 SELECTOR !INDICATOR (OPEN r CLOSE € AUTO € LOCAL a � '1 50 " A R • •w?T • VALVE CV-324 $ •• 1 INDIA TOR (OPEN r CL.- • r AUTO r : I I 51 r'+ ITT OR PUMP IxP.301 �'' $EL.ECTOR (RUN r F A rA ,UTO1OZ O T REFERENCE APPROVED WITH ONLY THIS PERM ' a, N IT o U) M I N 0 O PMH APRIL 2010 PROJ NAME: SHEET TITLE- or: 140 DWG* t rye -_ c`_ -_ CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL Ptor w DSN: JDK DWG* SOS-1-402 THIS BAR IS ONE INCH C eanWTater Services CH2M H I LL DURHAM AWWTF DEMOLITION D ATE. JUNE 2010 008-1-402 a CHIC MSM CAD WHEN DRAWING IS FULL ov••snitment is clear PHASE 5B1 EXISTING CP -301 PICA =0( z SCALE. NO DATE N APVR DESCRIPTION APPD: LEG SCALE: NONE HEADWORK$ IMPROVEMENTS COMPONENT LIST Dws Salo LL REV N DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 { 1 72" 9 9 1 9 9 II 10 1' I 2 60LP01 PANEL SCHEDULE 9 In 5 9 9 5 9 ITEM ITEM DESCRIPTION NO. — 1 PANEL ENCLOSURE NEMA 12, 90" HIGH x 72' WIDE x 20" DEEP 2 LABEL "200LCP0505 - HEADWORKS PLC PANEL" 3 3 PLC RACK PLC -15, RACK-0 4 5 TERMINAL BLOCKS 6 TYPE 3 DIN RAIL 7 120 SERVICE OUTLET 8 ISOLATION TRANSFORMER 2400 WATTS — 9 WIREWAY 4' WIDE X 3" DEEP 10 FLOURESCENT LIGHT FIXTURE m. 3 C 5 w 0 NOTES: O b N y O I .–C' 1. WIRE ALL SPARE I/O POINTS TO TERMINAL STRIP. ' o' Q NOTE 7 2. MOUNT DOOR LIMIT SWITCH ON LAST DOOR TO CLOSE. > < > ' ¢ > •3 V w 3 1 C 3. FURNISH AND INSTALL GROUND BUSHINGS. �_ ' CC 3 3 ce NOTE 8 3 4. INSTALL A SINGLE GROUND WIRE FROM THE ISOLATED w w w w w GROUND BUS TO THE MAIN PANEL GROUND. Si m B I Ui N 5. PROVIDE PHYSICAL BARRIER TO PROTECT INTRINSICALLY 0 o w o SAFE CIRCUITS. I w LL ■ z F a LL — NOTE 6 A 6. MOUNT ISOLATION TRANSFORMER ON PANEL EXTERIOR TO ' CONSERVE PANEL SPACE. PROVIDE ENCLOSURE STIFFENERS TO ACCOMMODATE ISOLATION TRANSFORMER. l 7. PROVIDE A DOOR - MOUNTED LAPTOP TABLE 3 FEET FROM THE PANEL FLOOR. ! p 1E1 M 8. SPACE RESERVED FOR INTRINSICALLY SAFE BARRIERS, RELAYS AND POWER SUPPLIES MAINTAIN CLEARANCES REQUIRED BY NEC AND INTRINSIC SAFETY COMPONENT MANUFACTURER. t 6 ILJ g • 6 , o _ Z W 2 • P 1 J k a ■ E, CONTROL PANEL INTERIOR CONTROL PANEL EXTERIOR ? 1 1/2"=1-0" 11/2 " =1' -0" I as w F . 0 0 Q a REFERENCE ONLY m cci NOT APPROVED WITH THIS PERMIT i E2 c• i° — ORIG PROJ NAME: SHEET TITLE: SHEET' OR DW #: Z DRN: PMH DATE, FEB 2010 yq 140 A ° INSTRUMENTATION AND CONTROL ° DSN: MK DWG#: 008 -1 -501 CLEAN WATER SERVICES JU NE 201 iLi THIS BAR IS ONE INCH ` DU RHAM AWWTF CONTROL PANEL PLOT WHEN DRAWING IS FULL DnrE: < CHIC MSM CAD FILE CH2MHILL 008-1-501 PLC #: )000( ` „, i. w Our wsmim.ec i# cleat 5B1 LAYOUT CONCEP z SCALE. NO DATE N APVR DESCRIPTION w DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 APPD: LEC SCALE: 1 1/2” = 1' qE DATE T DRN APPD HEADWORKS IMPROVEMENTS ws J A� 10 ENG [ !L PcRO"1„41 20 -AMP " 1 120VAC —HI 0 G 1 • i I • MOUNTING-- RAIL, TYP END STOP WITH MARKING STRIP 30 -AMP (ENTRELEC BA & PEH OR EQUAL) DOOR SWITCH L1 "---\ ��C • I FLUORESCENT PANEL LIGHT I • 200FV0101 120VAC N1 FLUORESCENT PANEL LIGHT 1 r LOOP NUMBER X X I X m° m X (INCLUDE AS BUILT FUSE SIZE) 120V — r X 0 o m X KNIFE SWITCH LATION WITH FUSE � y � ' ) Y T r X I X Xt 1 N2 • 2400 WATTS r x OHIO X r TERMINAL NUMBER X ® ° I ® X - NOTE 2 r X m I ° I—m X FOR P EACH < I- X o 0 X JUMP BAR LOOP AC1 0— • ] H r X ® O ® X 5.0A PLC POWER SUPPLY, RACK 0 r X 0 °I0 X N • ■ 7 N r X m 0 m X • I CONNECT TO r X m 0 0 x — UNDERGROUND BUS GROUNDING TYPE TERMINAL TYPICAL r G m 0 m G AC2 ■ DH I + r m I° m TO ° XA PLC POWER SUPPLY, RACK 1 5.0A INTRINSICALLY N N _ SAFE BARRIERS • • C N • --0 � ■ .4 r 0 — END SECTION IN CONTRASTING COLOR DC POWER — 200FV0102 SUPPLY I I AC3 + ■ 7 H +C ._ F 4 1 X _ X IN OUT 24VDC 5.0A 24VDC TO PANEL r X ® 1 ° ® X N `N _ INSTRUMENTS • ■ ] C • ■ t r X m° 0 x ( • 1 j_ r X m O m X DC POWER — SUPPLY r X m o m X AC4 .- ■ 3 H +C •+ r X m O o x M 24VDC TO 2 -WIRE 5.0A IN OUT 24VDC r X ® O ® X TRANSMITTERS N (LOOP POWER) • • C N - E. ,_ r X ° x ' rX 0°m X ACZ r X ° X Li; PLC INPUT MODULE • • , TYPICAL FOR r X L ° X RACK X, SLOT Y N A INPUT CARD r G o • ■ , WETTING VOLTAGE o G NOTES: ( a r m I 1. PROVIDE DIN RAIL SPACE FORA MINIMUM OF 25% EXTRA TERMINAL BLOCKS. I m 0 0 2. REFER TO SPECIFICATIONS FOR TERMINAL IDENTIFICATION /NUMBERING CONCEPTS. o ACZ ZS • ■ 14 iis 1V 5.0A INTRINSICALLY tit N SAFE BARRIERS • ■ t F- ° a TYPICAL TERMINAL BLOCK MARKING REFERENCE ONLY A TYPICAL PANEL POWER DISTRIBUTION NTS F APPROVED WITH THIS PERMIT NTS c � In N I I DRN MEN OH FEB 2010 PROD NAME: SHEET TITLE: SHEET: 55 OF 140 DWG " r o INSTRUMENTATION AND CON TROL x 008-1-502 CLEAN WATER SERVICES JUNE 2010 Iii THIS BAR IS ONE INCH �wt DU R HAM AWWTF TYPICAL PLOT DsN: J DWG GATE: WHEN DRAWING IS FULL H I LL oos -I -5o2 . - OAK MSM CAD FILE k: Our c•mmitu••ti•elnr PHASE 5B1 TERMINAL BLOCK MARKING PLDa: )000( "*.,a '• Z SCALE. NO DATE N APVR DESCRIPTION AaRD, LEC SCALE: NONE HEADWORKS IMPROVEMENTS AND PANEL POWER D ws E REV a DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 6410 PROD a: EN Y9 T On I `-' I NOTE 3 O © © 7.00 © © O CABLE 54 -L FU - _! 0 0 0 P- 540LCP2103 540 -2103 DOOR) LCP2103 540FV2103 -L L — <LINE 1> 540FV2103 -L CABLE <LINE 2> O <LINE 3> N © 1��IIIIII: 0 ( L 540FV2103 -L f C SCABLE 03 y.�.� C- 540ZS2103 <LINE4> . 540LCP2103 -N N 540LCP2103 -N — — III 0 III ® ® III 540LCP2103 -N N 540LCP2103 -N CABLE E , 0 C- 540FY2103 0 OPEN O O I■I ® — O3 0 N (TYPICAL) 0 ___ "\ p IIII ® ® I1V 540FY2103 540FY2103 0 :i: III ®� R I■I Eu m I■IJ 540FY2103 540FY2103 (TYP OF 5) III 0 ® I1L9 CLOSE OPEN — / III ® ® 11W , 540HS2103 -R HS -R 540HS2103 -R /(—' \ III ® ® I■u O co III 0 1 540ZS2103 -C ZS -C 540ZS2103 -C ul OO N 00 MIME ® I ■L9 540ZS2103 -C \ / CLOSE III ® MI ZS -C /. \ I11 ® ® 1111 © 540ZS2103 -0 ZS O 540ZS2103 -0 J III ® ® 11W (TYP OF 20) 540Z52103 -0 n. III ® E ® MI ZS -0 c 0 - III ®u ® 11111 OFF /RESET III ® E ® 111I SPARE #1 @ LOCAL REMOTE \ / OO III ®G ® 1111 / \ 1_ uIIIIIIi 0_ (TYP OF 2) SPARE 0 \ N #7 / CONTROL O / __ \ O , GND BUS 540LCP2103 -G 540LCP2103 -G • 0 0 ( 540LCP2103 540LCP2103 -G 540LCP2103 -G • \, / ° DOOR GND) _ < SPARE> o _ 3.00 / ° -`^ O\ /O 0 0 O 0 < SPARE> • O O O O U U 0 0 LCP INTERCONNECT DETAIL a NTS LCP FRONT ELEVATION LCP BACKPANEL ELEVATION LEGEND 7. di NTS NTS O PARTS LIST ITEM NUMBEREFERENCE ONLY o PART LIST # QUANTITY MANIIFAC:TIIRFR IIFSRRIPTION PART LIST # QUANTITY MANIIFA(.TIIRFR DFSC:RIPTION NOT APPROVED W ITH THIS PERMIT 1 1 WIEGMAN NEMA 9 12X10 ENCLOSURE 21 1 SQUARE D INDICATING LIGHT, RED NQTF. D 2 1 WIEGMAN 12X10 BACKPANEL 22 1 SQUARE D INDICATING LIGHT, GREEN 1. THIS DRAWING SHOWS TYP LA YOUT AND WI RING CONCEPTS. 4 2 ALLEN BRADLEY 1492 -EA35 END ANCHOR 24 1 GROUND BUS SYMETRICALLY. ° 5 18 ALLEN BRADLEY 1492 -W4 TERMINAL N 6 2 ALLEN BRADLEY 1492 -WG4 GND TERMINAL 7 2 ALLEN BRADLEY 1492 -EB3 END BARRIER 2. LCP'S SHALL BE PREFABRICATED ANSI /UL -508 LISTED UNITS. m w 8 3 ALLEN BRADLEY 800H -W100 BLANK LEGEND PLATE 3. SAMPLE ONLY. ASSIGN WIRE IDENTIFICATION BASED ON CLEAN 0 10 - - NOT USED 0 11 1 SQUARE D 9001 -KA53 HERMETICALLY SEALED NO CONTACT o_ 12 3 SQUARE D 9001 -KA52 HERMETICALLY SEALED NO CONTACT 13 1 SQUARE D 9001 -SKS 12B 3 POS SELECTOR SWITCH LCP LABEL LEGEND 14 1 PANDUIT C -1, 5WH6 COVER LCP TAG LINE 1 LINE 2 LINE 3 LINE 4 15 1 PANDUIT E -1, 5X1, 5WH6 WIREWAY 540LCP2103 FILTER NO. 1 AIR SCOUR ISOLATION VALVE 540FV2103 540CP2103 D, 16 1 LHM PHENOLIC LABEL F V LOCAL CONTROL STATION (LCP) `n 540LCP2109 FILTER NO. 2 AIR SCOUR ISOLATION VALVE 540FV2109 540CP2109 17 1 ALLEN BRADLEY 1492 -WKD3 TERMINAL BLOCK WITH BLADE SWITCH 540LCP2115 FILTER NO. 3 AIR SCOUR ISOLATION VALVE 540FV2115 540CP2115 18 1 ALLEN BRADLEY 1492- WFB4250 NEON FUSED TERMINAL m 19 M 540LCP2121 FILTER NO. 4 AIR SCOUR ISOLATION VALVE 540FV2121 540CP2121 1 BUS 2 AMP FUSE mi 20 1 HOFFMAN A- CHI1DV CORROSION INHIBITORS O ORIG PROD NAME: SHEET TITLE: SHEET: 56 OF 140 DWG H: . .$ DRN: 7 MEN DAB; FEB 2010 ° CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL 4 `� "`. tii DsN: JDK owG 008 -I -503 THIS BAR IS ONE INCH �IIWc r fV10eS .Se DURHAM AW WTF TYPICAL LOCAL CONTROL oA JUNE 2 010 t '' <2 CHK: MSM CAD FILES WHEN DRAWING IS FULL CH2M H 1 LL 008-1-503 ' z SCALE. NO DATE N APVR DESCRIPTION Our commitmentis cluc PHASE 5B1 STATION LAYOUT CONCEPTS PLC a: XXXX APPO: LEC SCALE: NONE DESCRIPTION 2550 SW H iIISboi o H Hillstwro, 0 Oregon 97123 -9379 HEADWORKS IMPROVEMENTS P R0., 6410 ENGI 3 LL REVD DATE DRN APPD WY rega ( ' lA. E.F•FS I I 24VDC 8-POINT 24V OV 6 -POINT 8 -POINT NON - ISOLATED ISOLATED NON - ISOLATED ANALOG INPUT ANALOG INPUT ANALOG OUTPUT MODULE MODULE MODULE 1756 -IF8 1756 -1F61 1756 -0F8 ■ -, — . IRTN I 1 0 Illlll IN-ON � - . _ _ f VOUT-O 1 INPUT 0 I. IN-0 I 2 9 — I IN PUT 0 IN-0/1 G I ' _ . POWER OUTPUT 0 IOUT-0 3 0 5! — - + - -f SOURCE I I — _ _ IRTN -1 3 TYPICAL RET-0 RTN 5 Y INPUT 1 — 2 -WIRE — —I IN -1 I. 4 f . TRANSMITTER (4-20 mA) IN -1N © � VOUT -1 T f f iRTN -2 �� — 0 f INPUTI IN-1 /I EM -■ l = OUTPUT 1 4YPIRAL TOUT -1 9 I - A--f TYPICAL INPUT2 S 4-WIRE U CONTROL IN -2 f \_= TWISTED SHIELDED PAIR RET -1 ¢ TRA S VOUT -2 11 f DEVICE l 18 — = LOUT -2 13 f iRTN -3 7 _ CABLE, TYP. IN -2N ( OUTPUT 2 INPUT 3 IN - L=_ - I NPUT2 IN TWISTED SHIELDED PAIR RTN 15 O J \ '- TWISTED SHIELDED PAIR Ill lll RTN 9 RET -2 m CABLE, TYP. OUTPUT 3 VOUT -3 17 CABLE, TYP. R TTMN4 110 1 � 0 f INPUT 3 IN-3/1 �: OU 4 19 l INPUT4 IN-4 12 f ® OUTPUT 4 0 f iRTN 13 /_ f RTN 6 ` f INPUT 5 (( � f IN - 114 — { IN-4N ® OUTPUT 5 VOUT-5 8 I iRTN-0 I 15 < — 0 f INPUT4 l IN-4/1 4 m • , VOUT - 6 12 INPUT 6 j l IN-6 16 iRTN -7 17 - — — { IN -5N m� OUTPUT IOUT-6 14 f INPUT 7 IN -7 18 — - INPUT 5 IN -5/1 RTN 16 ` 0 f RET-5 2 20 0 •■, OUTPUT 7 VOUT -7 18 li { LOUT -7 20 ■ if RN 27 RTN 128 C I I in in a N N W F F- O r a NOTES: 1. PROVIDE INDIVIDUAL FUSING FOR EACH INPUT MODULE. SEE PANEL POWER DRAWING. 0 2. PROVIDE DISCONNECT -TYPE TERMINAL BLOCKS FOR I EACH RELAY OUTPUT MODULE. rii 3. WIRING SHOWN IS TYPICAL ONLY. PROVIDE ADDITIONAL a WIRING AS SHOWN ON THE WIRING DIAGRAMS AND AS O REQUIRED FOR A COMPLETE FUNCTIONAL SYSTEM. I- 0 J r a REFERENCE ONLY co NOT APPROVED WITH I I i II Pi. 11 U, co 0 I Pgat 4, 019: MEN °wG ' APR2010 P aaNAME: SHEET TIRE. SHEET: 57 OF: 140 DW6y ® °b °^T INSTRUMENTATION AND CONTROL OSH: JDK DM #: 008 -1 -504 � y_ �� CLEAN WATER SERVICES Services C H 2M H I LL DURHAM AW WTF TYPICAL PLC I/O �°E: JUNE 2010 id THIS BA IS ONE INCH CeanWet 008-1-504 0.1K MSM GOFILE WHEN DRAWING IS FULL °.�F v m' Our eendfapt 4 elder z SCALE. NO DATE N APVR DESCRIPTION PHASE 5B1 P�Ox 0 10 -J APPO: LEC SCALE: NONE �, �� onN �� D ESCRwrwH 2550 SWHlll Hi l ls boro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS ANALOG cws 6410 PaoJ , l — V L 1 20 VAC Nv 16 -POINT 16 -POINT 120VAC NON - ISOLATED ISOLATED RELAY DISCRETE INPUT DISCRETE OUTPUT ///��''' INPUT CONTACT, MODULE MODULE 2A CONTACT, TYP. i ■2 5A / TYP. 1756 -IA16 1756 -OW16I *--1 - I- - — 1 IN -0 OUT H F— 1 ? — —o *—F — k- ? 2 IN -1 L1-0 —I 2 ■ - -O .—fi - I- - 3 IN -2 OUT -1 3 TYPICAL CONTROL .-11 - I- - 9 4 IN -3 L1 -1 4 DEVICE . .- 9. - - k- 9 — 5 IN-4 OUT -2 5 . - F - - .1 6 IN -5 L1 -2 I 6 * — t - I - - U — 7 IN -6 OUT -3 7 .--- — f- — 8 IN -7 L1 -3 8 I ' 9 L2 -0 OUT-4 9 10 12 -0 L1-4 110 .—M-,. - i k- 9 11 IN -8 OUT -5 11 • . - i - - 9. 12 IN -9 L1 -5 12 '-9.-. - i k- 9 13 IN -10 OUT-6 13 —9---11-- 14 IN -11 L1-6 1 —9---11-- 9 . 15 IN -12 OUT -7 15 —9--11-- \ 16 IN -13 L1 -7 16 •-9.- - -11-- 17 I IN -14 OUT-8 17 *— --11-- 9. 18 IN -15 L1-8 18 I 19I L2 -1 OUT - 19 20 L2 -1 L1 -9 20 OUT -10 21 Li - 10 22 OUT -11 23 L1 -11 24 OUT -12 25 • L1 -12 26 OUT -13 27 L1 -13 28 OUT - 14 29 120 VAC L1 - 14 30 V L N: OUT -15 H I 31 L1 - 15 32 • - -04-0 - - TYPICAL SOLENOID W/ 120VAC COIL N W 2 I- E- 0 NOTES: 1. PROVIDE INDIVIDUAL FUSING FOR EACH INPUT MODULE. SEE PANEL POWER DRAWING. E, 2. PROVIDE DISCONNECT -TYPE TERMINAL BLOCKS FOR a EACH RELAY OUTPUT MODULE. w 3. WIRING SHOWN IS TYPICAL ONLY. PROVIDE ADDITIONAL a WIRING AS SHOWN ON THE WIRING DIAGRAMS AND AS o REQUIRED FOR A COMPLETE FUNCTIONAL SYSTEM. r 0 J a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT 0 0 0 c . I 008 -1 -505 _ �gr cvk DRN: MEN pq APR 2010 PROJ NAME: SHEET TITLE SHEET: 58 OF: 140 DWG #: ".,� � • 1 0 00 DSN: JDK DWG - IN STRUMENTATION AND CO NTROL 0 &. CLEAN WATER SERVICES PLT JU NE 2010 w THIS BAR IS ONE INCH , n WG r WWTF TYPICAL PLC I/O D "TE: O , ,,'` WHEN DRAWING IS FULL C H 2M H I LL DURHAM A � CHK: MSM CAD FILE #-. WHEN Our cammitsat is clear PHASE 5B1 MODULE WIRING PLD * , xxxx 008-1-505 NO DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENTS DISCRETE aPPO: LEG SCALE NONE REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PRO EN I ■ ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS DESCRIPTION QA INDICATING LIGHT, LETTER INDICATES 9 • — RELAY COIL • 0 COLOR: • TERMINAL BLOCK A B AUTO A = AMBER R = RED BASE B = BLUE W = WHITE C CLOSE C = CLEAR Y = YELLOW CR CONTROL RELAY G = GREEN $ TERMINAL BLOCK, FUSED CS CURRENT SWITCH (4 -20mA) CR DEC DECREASE -H H CONTACT, NORMALLY OPEN F FORWARD H HAND OA INDICATING LIGHT, PUSH -TO -TEST 3 TERMINAL BLOCK, KNIFE SWITCH WITH FUSE INC INCREASE CR • O LETTER INDICATES COLOR J JOG -*- CONTACT , NORMALLY CLOSED O LOS LOCKOUT STOP L LOCAL A FIELD DEVICE(S) M MOTOR RELAY /CONTACT MAN MANUAL PUSHBUTTON SWITCH, MOMENTARY CONTACT, ^ O OFF, ON, OPEN 0 O NORMALLY OPEN J 1 SOLENOID VALVE OR OFF /RESET K DISTRIBUTED CONTROL SYSTEM (DCS) PWR POWER R REVERSE REM REMOTE QA S SLOT PUSHBUTTON SWITCH, MOMENTARY CONTACT, HORN, BEEPER D I I n g • CONTROL PANEL DEVICE(S) SEC SECONDS NORMALLY CLOSED TDOD TIME DELAY ON DE- ENERGIZATION TDOE TIME DELAY ON ENERGIZATION H O A TDR TIME DELAY RELAY XOO QA • MOTOR CONTROL CENTER DEVICE(S) ZS -0 CLOSED END M LIMIT S1 CH CH B OPEN BELL OOX SELECTOR SWITCH n00X 1 (1`,2 y GROUND C NO LIMIT SWITCH ETM ELAPSED TIME METER (INSTRUMENT, PANEL, RELAY) TAG NUMBERS CR -ANN ANNUNCIATOR RELAY CONTACT H H FOLLOWS ANNUNCIATOR INPUT OPEN NUMBERS O DCS INPUT UPXX WHERE o FLOW SWITCH UP = FACILITY CODE XX = EQUIPMENT OR ISA TAG O� o ON LLL = LOOP NUMBER TEMPERATURE SWITCH DCS OUTPUT PP = COMPONENT NUMBER NORMALLY OPEN SEE LOOP LIST FOR TAG NUMBERS. c LEVEL SWITCH STOP � e DCS OUTPUT NORMALLY CLOSED PRESSURE SWITCH ANALOG SYMBOLS LlJ TRANSFORMER, SECONDARY TDR TIME DELAY SWITCH, NORMALLY CLOSED ( VOLTAGE INDICATED FIELD WITH TIME DELAY CLOSING 120VAC 5 SEC 2 111111 + _ — CIRCUIT BREAKER 2 -WIRE TRANSMITTER th ANALOG I/O TDR TIME DELAY SWITCH, NORMALLY CLOSED C WITH TIME DELAY OPENING f 10 SEC 2 ~- TDR TIME DELAY SWITCH, NORMALLY OPEN LLJJ FUSE FIELD F a O 2 WITH TIME DELAY CLOSING JI.\ XXXII I II FUSED TERMINAL BLOCK 30 SEC � - FUSE ON 4 -WIRE TRANSMITTER o TDR TIME DELAY SWITCH, NORMALLY OPEN ©� X0(I - SWITCHING TERMINAL BLOCK o O WITH TIME DELAY OPENING a UPCPLLLPP w 180 SEC 2 r • X)0( = GROUNDED TERMINAL BLOCK I- 0 o I a TIME DELAY RELAY LATCHING RELAY 0+ I I 30 SEC RANGE I 0- SIGNAL CONVERSION REF E ENCE ONLY o 0 I D ©© NOT APPROVED WITH THIS PERMIT M O 0 f0 J DWG O RIG PROJ NAME: SHEET TITLE: SHEET: O DWG #_ ' 7 DRN: PMH = FEB 2010 59 140 i t ;, o WIRING DIAGRAM CD DSN: #: 008 -1 -600 CLEAN WA TER SERVICES PLDT JUNE 2010 w THIS BAR IS ONE INCH �. n r DURHAM AWW p 1 CAR: MSM CAD S a A WHENDRAWINGISFULL CH2MHILL ''.,-v°' r F Z SCALE. Oar commitment it elan PHASE 5B1 LEGEND PLC XXXX 008-1-600 C NO DATE N APVR DESCRIPTION APPD: SCALE: NONE 2 550 SWHilisboroH Hillsboro,0 on 97123 -9379 HEADWORKS IMPROVEMENTS PROJk� ENT EL" REV# DATE DRN APR) 'M' Oregon — rinrs, • FIELD PANEL CLASS 1 I DIV 2 AREA I _ UNCLASSIFIED SPACE TERMINAL L 120 VAC N t /— JUNCTION BOX ISR 13 • • 200151-10501 - -� -/� 11 - ♦--- -02 0 • "HI LEVEL I - I I a I _ 12 PLC: 15 SLOT XX _I MI r X01 T 0 • RACK XX POINT XX 14 0 IS — - NON-IS A 200LSH0501 -LCS I I RESET I I _I_ I ��— + - - - -o O - - - - ■ • • "HI LEVEL RESET' I I PLC: 15 SLOT XX I I RACK: XX POINT XX I I TAG LOOP DESCRIPTION PANEL DRAWING VARIANCE NOTES 200LSH0501 SLUICE TROUGH HI LEVEL SWITCH 2O0LCP0505 N/A 200LSHHO501 INFLUENT UPWELL 1 HI -HI LEVEL SWITCH 200LCP0505 LSHH INSTEAD OF LSH, NO RESET HANDSVNTCH � 200LSHH05O2 INFLUENT UPWELL 2 HI -HI LEVEL SWITCH 200LCP0505 LSHH INSTEAD OF LSH, NO RESET HANDSWITCH ill E P F O e_ 0 0 di Q ca r 0 a REFERENCE ONLY a NOT APPROVED WITH THIS PERMIT r) ow+: MEN o alo FEB 2010 PROJ NAME: SHEETT TLE: SHEET: 60 of. 140 Davos: 1 " 0 o�TE: T YPICAL WIRING DIAGRAM K MK Dwo I 005 - 1 - 601 CLEAN WATER SERVICES PLDT JUNE 2010 ° Ds 41 ' ■ rii _ THIS BAR IS ONE INCH DU RHAM AWWTF DISCRETE , cim MSM CADFILE WHEN DRAWING IS FULL G�leanWaier CH2MHILL , 008 -1 -601 .- *, 0 SCALE. NO DATE N APVR DESCRIPTION o.re�it wtGelssr PHASE 5B1 LEVEL SWITCH C<. w SCALE: wPD: scE: NONE REV# DATE DRS APPD DESCRIPTION 2550 SWHilhhoroHwy. HNIsboro,Oregon 97123 -9379 HEADWORKS IMPROVEMENTS WITH ISR 6410 E I E.YP. fa-33-11 I ■ LL PANEL FIELD 20000501 L = 120 VAC V _.. L1 49 I j L2 T2 , ,,2 A 200G0501 200G0501/05 -LCS 3 Ph ■ LORR I • L3 T3 L3 I REMOTE 0 00X "REM OTE" S � - • .... __ U ._._ _.__ — -I- . • P LC: 15 SLOT: XX I RACK XX POINT: XX ♦ 200G0501/05 -LCS OPEN I 1 � O -M—M1- -M—M1- 1 "OPEN" PLC: 15 SLOT: XX L O/R R RACK XX POINT: XX XOO ' CLOSED t m—F O "CLOSED" -0 COMMON L - - - - PLC: 15 SLOT: XX I RACK XX POINT: XX I ~ OOX I • 0 OPEN o ■ --- I- -- - - - - -- OPEN I CLOSE • 0 I CLOSE I I • I — h i • 200LCP0505 r I I I "OPEN" � - I PLC: 15 SLOT: XX `"`V RACK XX POINT: XX I "CLOSE" - - -I PLC: 15 SLOT: XX RACK: XX POINT: XX ' 2 TAG LOOP DESCRIPTION PANEL 480V PANEL LCS 200G0501 CHANNEL 1 INLET GATE 200LCP0505 TBD 200G0501105 -LCS f 200G0502 CHANNEL 2 INLET GATE 200LCP0505 TBD 200G0502106 -LCS F 200G0503 CHANNEL 3 INLET GATE 200LCP0505 TBD 200G0503107 -LCS I- 200G0504 CHANNEL 4 INLET GATE 200LCP0505 TBD 200G0504/08 -LCS o 200G0505 CHANNEL 1 OUTLET GATE 200LCP0505 TBD 200G0501/05 -LCS a 200G0506 CHANNEL 2 OUTLET GATE 200LCP0505 TBD 200G0502/06 -LCS 200G0507 CHANNEL 3 OUTLET GATE 200LCP0505 TBD 200G0503/07 -LCS 200G0508 CHANNEL 4 OUTLET GATE 200LCP0505 TBD 200G0504108 -LCS 0 0 i w ._ 0 F O J a REFERENCE ONLY co cn NOT APPROVED WITH THIS PER MET in co N O m O RIG PRW NAME: SHEET TIRE: SHEET: DWG „ -A MN' BRP Z FEB 2010 61 140 . ° TYPICAL WIRING DI AGRAM ° DSN: JDK DWG 009 - 102 C LEAN WATER S ERVI C E S CDT JUNE 2010 ,� w THIS BAR Is ONE INCH DURHAM AWWTF DISCRETE 3 cm MSM uDFl�ES IS ON INCH aeanWaber C H 2 MHILL °" � 008 -1 -602 WHEN DR OiQessl1"athdeer SCALE. NO DATE N APVR DESCRIPTION PHASE 5B1 EX I STING OPEN /CLOSE PLC* )000( *� .++` HEADWORKS IMPROVEMENTS GATES IL APPD: LEC SCALE: NONE may• DATE rxrN APPO DESCRIPTION 2550 SW Hillsboro Hwy. Hilsboro,Oregon 97123 -9379 PROJ a, aiMaj LL • PANEL FIELD 480V PANEL XX ♦ 20060701 T CIRCUIT XX T L V 1 I L1 L 120 VAC NT 1 •- ~ 1 I I- • ♦ 2ooG0701 1 480V _ L I - I 3 PH L3 I I L3 1 •- - "— — — — + • • RE MOTE i O „REMOTE" 1 t r t — -. PLC: 15 SLOT: XX r I I RACK XX POINT: XX • 200LCP0505 OPEN I I • I 1—•- t O "OPEN" 1 XX I RACK XX POI T: XX I I — T -• OPEN CLOSED I • I O "CLOSED" RACK XX POINT: T: XX "``IIII I PLC: 15 SLOT: XX I RACK XX POINT: T: XX I • 200250703 L — J -• COMMON I 1 I I FULLY OPEN I I • 1 • o� O • I "FULLY OPEN" "CLOSE" . T i -. CLOSE PLC: SLOT: XX PLC: 15 SLOT: XX I RACK XX POINT: XX RACK XX POINT: XX L J I L L 0 0 0 '!? TAG LOOP DESCRIPTION PANEL POSITION SWITCH 480V PANEL 200G0701 WASHER / COMPACTOR 1 ISOLATION GATE 200LCP0505 200ZS0703 TBD I 200G0702 WASHER / COMPACTOR 2 ISOLATION GATE 200LCP0505 200ZS0704 TBD P l- O -J a 0 0 i di 0 O J a REFERENCE ONL NOT APPROVED WITH THIS PERMIT U) in 07 1 0 r DM: MEN g : FEB 2010 PNNar SHEET TITLE: SHEET: 62 X 140 D . q CLEAN WATER SERVICES ■ TYPICAL WIRING DIAGRAM 0 W DSN: JDK DWG In 008-1-603 THIS BAR IS ONE INCH II Cr y y DUR HAM AWWTF DISCRETE DA JUNE 2010 CHIC MSM CAD t WHEN DRAWING IS FULL 2M H I LL 008-I -603 3 , SCALE. Our s•rvibsswtIsclser PHASE 5B1 WA SHER C OMPACTOR acs: )000( NO DATE N APVR DESCRIPTION ISOLATION GATES APPO : LEC SCALE: NONE HEADWORKS IMPROVEMENTS LL REV # DATE DRN APPD DESCRIPTIO 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PR ¢ 6410 ENE PANEL FIELD 480V PANEL XX r CIRCUIT XX A 200FV0501 L 120 VAC N I — — �� I L1 I Ii- I- t i 1--- A 200FV0501 1 I 3 8 PH 3 I I L3 �9 - - - + ■ • RE MOTE f- O "REMOTE" I t - r t i PLC: 15 SLOT: XX J I RACK XX POINT: XX I OPEN I 0 200LCP0505 • I I --1 . - I --1 . - I T "OPEN" PLC: 15 SLOT: XX I I I I RACK XX POINT: XX "OPEN" - -. OPEN CLOSED II PLC: 15 SLOT: XX "`�� J I I • t O "CLOSED" RACK XX POINT: XX I L J PLC: 15 SLOT: XX I I I RACK XX POINT: XX I J COMMON 1 I I II "CLOSE" - -r J - CLOSE PLC: 15 SLOT: XX RACK XX POINT: XX I I L J • $ d' 0 cc; 41 TAG LOOP DESCRIPTION PANEL 480V PANEL Ii 200FV0501 SLUICE FLUSH WATER FLOW VALVE 200LCP0505 TBD i I- (::, J a 0 0 N m ui I- 6 I- I- 0 J a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT Tl o cl al `;' -, — DR* MEN MG FEB 2010 PRa NAME: sNEET TTn.E: s T 63 OF 140 ° ' 0 , WHEN TYPICAL WIRING DIAGRA Dm JDK t 008 -1-6°4 CLEAN WATER SERVICES � , JUNE 2010 ` iti THIS BAR IS ONE INCH GIea T D URHAM AWWTF DISCRETE CH CAD FILE D CA IS FULL EE Out commitment b ciou CH2MHILL I LL PHASE 5B1 OPEN /CLOSE VALVES PLC* )000( 008-1-604 ° " , ; p wPO: LEC SCALE NONE NO DATE N APVR DESCRIPTION LL REV # DATE DRN APRD DESCRIPTION 2550 SW Hillebor H wy. H illsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS cws J IR 6410 I F u PRO MCC PANEL L 120 VAC • CP 3 0 1 Y403 MCC X899 REMOTE I M RUN • "RUNNING" PLC: 3 SLOT: 9 • X898 BASE: 5 POINT: 3 M 0 "OFF/READY' 2 PLC: 3 SLOT: 9 BASE: 5 POINT: 2 "RUN" REMOTE X897 PLC: 3 SLOT: 2 00X BASE: 1 POINT 19 "REMOTE" PLC: 3 SLOT: 9 BASE: 5 POINT: 1 M M 1" 4 4 TAG LOOP DESCRIPTION PANEL REMOTE RUNNING OFF / READY 200GRT0601 GRIT CLASSIFIER I CP301 200GRT0602 GRIT CLASSIFIER 2 CP301 TO CP301 GRIT CLASSIFIER 200GRT0602 w I— I- 0 REFERENCE ONLY NOT APPROVED WITH THIS PERMIT Ca 10, gn SHEET 1TTLE: SHEET: 64 °F. uo DWG # PROJ NNAE: TYPICAL WIRING DIAGRAM DRN: MEN muG FEB 2010 CLEAN WATER SERVICES - DATE. " JUNE 2010 1mm DSN: JDK OWD 0: 008-1-605 DURHAM AWWTF DISCRETE THIS BAR IS ONE INCH aeanWalerliServices CH211/1HILL 008-1-605 WHEN DRAVVING IS FULL PHASE 5B1 GRIT CLASSIFIERS PLC * )000( 44 tt msm CALM," Oor commitment h dear SCALE. NO DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENTS cws 6410 4,37-11 ro Hwy. Hillsboro, Oregon 97123-9379 PROJIt APPD: LEC SCALE: NONE mm MN *PM DESCRIMM 2550 SW Hillsbo PANEL FIELD v L 120 VAC NV A 200HX4601 - FAIL I I IF + O "FAIL" PLC: 15 SLOT: XX I RACK XX POINT: XX I I ON I I-M- O PLC 15 SLOT: XX L J RACK: XX POINT: XX i 0 N N 41 TAG LOOP DESCRIPTION PANEL w 200HX4601 HOT WATER GENERATOR SYSTEM 200LCP0505 f I= 1- 0 0 a 0 0 N a m W a 0 1 - 0 J a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT F, ro � I FIVrtfk 0 4 ose: MEN �� FEB 2010 ` FRDJNAME: SHEET TD SHEET 65 DF 140 DWG X 44`: ∎ TYPICAL WIRING DIAGRAM C ° DsN: JDK mom 006 -1 -606 � CLEAN WATER SERVIC JUNE 2010 u THIS BAR Is ONE INCH c `_-_ DURHAM AWWTF DISCRETE �" fj �` �` cHK MSM CAD FILE k. WHEN DRAWING I FULL � Services 008-1-606 ' 4 0EAT� SCALE. NO DATE N APVR DESCRIPTION 04r eomoitsatGd�u PHASE 5B1 HOT WATER rLCV: XXXX 11 waD:LEC SCALE NONE , �„� Dy+ „ DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 971239379 HEADWORKS IMPROVEMENTS GENERATOR SYSTEM LCP fi E I lay „1 1,1 li PANEL FIELD CP301 V L 120 VAC NT • 200LCP0505 I - 1 • X202 "RUN CHANNEL 1" S — "�� O "RUN REQUEST 1" PLC: 3 SLOT: 8 PLC: 15 SLOT: XX BASE: 1 POINT: 10 I RACK XX POINT: XX X203 I "RUN CHANNEL 2" + O "RUN REQUEST 2" PLC: 3 SLOT: 8 • PLC: 15 SLOT: XX BASE: 1 POINT: 11 RACK XX POINT: XX X204 "RUN CHANNEL 3" . T O "RUN REQUEST 3" PLC: 3 SLOT: 8 I PLC: 15 SLOT: XX BASE: 1 POINT: 12 I RACK XX POINT: XX X205 "RUN CHANNEL 4" . + "RUN REQUEST 4" PLC: 3 SLOT: 8 PLC: 15 SLOT: XX BASE: 1 POINT: 13 L J RACK XX POINT: XX I I 2 m N N w M r r C J a 0 1 0 iii Q 0 r O REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ed r l orw: MEN O RIG FEB 2010 - - - PROJ RAMP SHEET TOLE: SHEET: 66 OF: 140 DWG S. el. 4• -,..- s y 0 DAZE TYPICAL WIRING DIAGRAM 'f ° osN: JD 008-1-807 CLEAN WATER SERVICES PL°r JUNE 2010 ill _ THIS BAR IS ONE INCH CH2MHILL DURHAM AWWTF DISCRETE DAB 008 -1 -607 CHIC MSM cw Fl� e WHEN DRAWING IS FUL „� a pc �,", `° PHASE 5B1 PEE PLC Z SCALE. tr 3 0 1 w NO DATE N APVR DESCRIPTION HARDWIRED I/O LL APPD: LEC SCALE: NONE � * DATE DRN Arco DESCRIPTION 2550 SW Hillsboro Hsry. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS 6410 ■ I M`. 4-X-11 . 1 PANEL 4 480V,, 3PH MCC i■i ODOR CONTROL FAN ) I NI 200EF4101 120V V L 120 VAC NV • MCC M ON OFF OL'S S 9- - - -- I1- -� 7 - - -- O • 'RUNNING" I PLC: 15 SLOT XX II RACK XX POINT XX OL II♦ t — — — — O "OVERLOAD" .--11 • PLC: 15 SLOT XX O © "OVERLOAD" • o RACK XX POINT XX r-3 OL'S CR1 I OL I Ai O "LOW CURRENT' M • PLC: 15 SLOT XX • II O Q " ON' • L J RACK XX POINT XX • O O "OFF" • CR1 O "LOW CURRENT" • CURRENT p • SENSING RELAY 0 IS L I M OL CR1 CR1 1 1 -- 11 - 1 rli I 41' i i i TAG LOOP DESCRIPTION PANEL 200EF4101 ODOR CONTROL FAN 200LCP0505 ® RUNNING OVERLOAD LOW CURRENT LOW CURRENT J TO 200LCP0703 SEE DWG. 008 -1 -609 TO 200LCP0505 N M W I- I- 0 O e. 0 O m 111 r a D r 0 e. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT co in to m l on•: MEN FEB 2010 PRar�: ETTITLE: SHEET: 67 OF: 140 Dw°" g SCrviceS CLEAN WATER SERVICES TYPICAL WIRING DIAGRAM ZO DER JDK DW° 008 -1-608 °LOT JUNE 20W di THIS BAR IS ONE INCH C II I DURHAM DISCRETE °ATE a c. MSM CAD FILE r. SCALE. NO DATE N APVR DESCRIPTION DRAWING IS FULL H2M H I LL RHAM A PHASE 561 ODOR CONTROL FAN a ° »: �000c 00 '�' °` �'i°' ` Z Our clear ?lzE Uj AF: LEC SCALE NONE nEVn DATE DAN �� DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS c'"$ 641 RPM: a PANEL FIELD SEE A 200AIC0701 A 200LCP0703 DWG. 008-1 -705 1 GAS ALARM • • L 120 VAC N L 120 VAC NV • FAIL • 111? GAS ALARM A 200LCP0703 • • I-- I I • FAIL • ~9 t ♦1 1—♦ I O PLC: 15 SLOT: XX GAS ALARM I 1 RACK XX POINT: XX • • FAIL • • - - - I • • I ± t 0 GAS I ALARM A 200ASHSO01 CR2 I CR2 — TO I O – – – – � I 1 — I 1 200LCP0505 "SMOKE" ---III RESET – – – • • 0 SMOKE • MCC ALARM SEE DWG. 008 -1-608 r 200EF4101 I I LOW CURRENT CR3 I I 1 • .R • – I – -i - 1...--1 I— I • T I TDR I t — • OFF T.C. ON DELAY 0-60 SEC • 200LCP5001 20 FAILUR S E 1 I REFERENCE ONLY I 1 • -Ft • — — — • • MOT APPROVED WITH THIS PERMIT I I I I r CR1 SILENCE • SEE ~—I • CO SILENCE DWG. 006-1 -614 TO STATIONS 2, 3, 4 & 5 TYPICAL CR2 CR4 J � 0- 1 I T T T ■ i CR3 _ 1- I 200CS8501 I I I I 1 TAG LOOP DESCRIPTION • I I 200YL8501A I 200CS8501 GO / NO-GO STATION 1 iii 200CS8502 GO / NO-GO STATION 2 CR3 Y I i yam 'GO_ – – 200CS8503 GO / NO -GO STATION 3 • – – – – – – – a 200CS8504 GO / NO -GO STATION 4 _, I I 200YL8501B a. CR1 I 1 NO GO' • II • — .-- Y- - - - ._ -- R – i o O I I CR2 I I ill � II • 7 a a • II A CR4 3 • I fJ HORN/STROBE llh��fff K r + +- 1 ■ 1 _. 1 I i I 1 co o 1 � � Ln TO HORN/STROBE 2 &3 TYPICA O I O Z oRN: MEN FEB 2010 ` PR NAME: SHEET TITLE: SHEET: 68 of 140 ° •' '4' Q ■ TYPICAL WIRING DIAGRAM ° DSN: JDK DWGx: 008 -1'6os CLEAN WATER SERVICES g JUNE 2010 .� r Services jyj THIS BAR IS ONE INCH CH2MH I LL DU RHAM AWWTF DISCRETE °"'� 008 -1 -609 ,"`` 3 , CHIC NM CAD FILE t WHEN DRAWING IS FULL PHASE 5B1 ENVIRONMENTAL SYSTEM PLC,. ) 1s SCALE. O•r oomadtru.e is clew NO DATE N APVR DESCRIPTION GO /NO -GO STATIONS cwS LL Arab: LEO SCALE: NONE• DATE �,„ a y FtEV APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 - 9379 HEADWORKS IMPROVEMENTS r„ . 6410 8 • 480V, 3PH MCC PANEL 1- i j , \ 'm' NPW PUMP 3 250/M }-- - } - - -7 1.1 571P4603 — 120V L 120 VAC N A 571P4603-LCS 0 0 0 • MCC I OFF/ I X5251 RESET I M 9.— — — — + / + - - - - • "RUNNING" MIS � CR2 I LOCAL , _ ,REMOTE STOP START I •— - I BASE: 3 POINT: 3 �' _ - —0F a -¢X00 � LQ-- - +-� , ® • — ZLZ — _, a o FAIL I X5250 f I OFT START I f f I CR3 I I I STARTERS i • to PLC: 1 SLOT: 1 FAIR I . "RUN" REMOTE I X5249 BASE: 3 POINT: 2• OOX I Y4495 00X - - - - - • "REMOTE" O I `-0 O -I "RUN" BASE: 3 POINT: 1 • I I PLC: 1 SLOT: 11 L J r -0 -o- O AT BASE: 9 POINT: 7 TSH CR3 CR1 RESET •--I 1-1 • TDR1 0-10 SEC • 0�0 T.C. TDR1 CR2 • T.C. • • • • I • I�� SP • E SPEED T♦ 6 • MBY _ _ = I . SS 0-10 SEC SEC T T �5S C —�zc CR3 TAG LOOP DESCRIPTION PANEL • • I T°'Z • II II 571P4603 NPW PUMP 3 571CP9015 OL'“ 2 • nm2O TDR2 ;gam • I --I—.010 • m W 2 F i- 0 J a I L 0 CR2 a CR3 OL •--I.1--• a r I do ♦ • • I -1.1— i • ® I I REMOTE RUNNING FAIL REFERENCE ONLY co in • III I TO571CP9015 NOT APPROVED WITH THIS PERMIT M I PFCC 0 — — — — m ob • DAM: MEN w : FEB 2010 PROJ NAME: SHEET TITLE: SHEET' 69 OF: 140 DWGr ■ C LEAN WATER SERVICES TYPICAL WIRING DIAGRAM 0 DSN: MK DWG 0 08 -1 -610 JUNE l LL., THIS BAR IS ONE INCH n i e.5 D URHAM AWWTF DISCRETE 3 ..: MSM CAD FILE WHEN DRAG EG IS FULL C H2M H I LL � , 008-1-610 x » NO DATE N APVR DESCRIPTION Ov••mdtsatisdeer PHASE 5B1 NPW PUMP ' LEC SCALE: NONE REVA DATE DM APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97 123 -9379 HEADWORKS IMPROVEMENTS CW8 PROJ �. 6410 EN( LL PANEL FIELD U 120 VAC N A 571LCP4601 X5258 M — — — I I I —f I i "RUNNING' PLC: 1 SLOT: 2 X5257 BASE: 3 POINT: 2 OL II • —{ AM "OVERLOAD" PLC: 1 SLOT: 2 I X5409 BASE: 3 POINT: 1 I HI PRESSURE . I I I—F J • "HI PRESSURE" PLC: 1 SLOT: 2 BASE: 4 POINT: 17 i N "? TAG LOOP DESCRIPTION PANEL 571LCP4601 REUSE CLEARWELL NPW STRAINER 571CP9015 w M I- r • 0 e. 0 0 1 • m iii 0 F- G. REFERENCE ONLY NOT APPROVED WITH THIS PERMIT • co cn c I m orw: MEN o °m w FEB 2010 Food rye: SHEET TITLE: SHEET: 70 OF 140 owor. ^' i � T YPICAL WIRING DIAGRAM o ° DSN: JDK Dm or 0084 -611 CLEAN WATER SERVICES aDT JUNE 2010 iii THIS BAR IS ONE INCH III �V1C� DURHAM AWWTF DISCRETE 3 crxc MSM cnDFt�r WHEN DRAWING IS FULL CH2M H I LL PH ASE 5B1 NON - POTABLE w XXXX 008- I- 611�, ' _' Our eessitsnt G also �' p t' NO DATE N APVR DESCRIPTION WATER STRAINER � _ APPD: LEC SCALE: NONE S �v DATE Dwr Pro DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9378 HEADWORKS IMPROVEMENTS ca . 6410 I ME= D_ r PANEL FIELD A 200SCR0501 -LCS A 200LCP0501 V L 120 VAC NV I COMMON F - I- ♦ COMMON LOCAL - - r -U LOCAL "OPEN" REMOTE F - r -0 REMOTE . 0 • "OPEN" PLC: 15 SLOT: XX JOG FORWARD F - -. JOG FORWARD RACK XX POINT: XX CR1 A 200SV0501 JOG REVERSE F - r U JOG REVERSE • 1 . - - O+o- - - F— • BAR SCREEN 1 SPRAY VALVE F -0 ESTOP ESTOP F F - I- -a ALARM RESET ALARM RESET F - I- N.- 1- — DUTY HIGH DUTY HIGH F - 1- — I DUTY NORMAL f' - I- -0 DUTY NORMAL . F - r -U I -. F - STANDBY STANDBY F - -. PILOT LIGHT TEST (HOT) F - 1- -a PILOT LIGHT TEST (HOT) JAM F - I- -0 JAM DUTY HIGH F - I-- -0 DUTY HIGH DUTY NORMAL F - r -0 DUTY NORMAL 2 STANDBY F - r -U STANDBY ii TAG LOOP DESCRIPTION PANEL RELAY RETURN (NEUTRAL) F - RETURN (NEUTRAL) w 200SV0501 BAR SCREEN 1 SPRAY VALVE 200LCP0505 CR1 r E 200SV0502 BAR SCREEN 2 SPRAY VALVE 200LCP0505 CR2 F 200SV0503 BAR SCREEN 3 SPRAY VALVE 200LCP0505 CR3 0 200SV0504 BAR SCREEN 4 SPRAY VALVE 200LCP0505 CR4 J a TAG LOOP DESCRIPTION LCS 200LCP0501 BAR SCREEN 1 CONTROL PANEL 200SCR0501 - LCS e 200LCP0502 BAR SCREEN 2 CONTROL PANEL 200SCR0502 -LCS 0 200LCP0503 BAR SCREEN 3 CONTROL PANEL 200SCR0503 -LCS CR 200LCP0504 BAR SCREEN 4 CONTROL PANEL 200SCR0504-LCS ai a 0 I- 0 a REFERE ONLY co NOT APPROVED W ITH THIS PERMIT N °RIG PROJ NAME: SHEET TRLE: SHEET: OP: DW , b orw: MEN m ,�. FEB 2010 71 140 o TYPICAL WIRING DIAGRAM . ry `S C LEAN WATER SERVICES a 1 ° DsN: JDK Dwux 006 -112 D U RHAM AWWTF DISCRETE P LO T JUNE 201 008 -1 -612 U THIS BAR IS ONE INCH nwTdhCZ ` j.� °A 4 �� ' CH2MHILL PHASE 5B1 BAR SCREEN PLC*: OHS: MSM CAD FILE it WHEN DRAWING IS FULL ¢ 4 . NO DATE N APVR DESCRIPTION Ow cos.dmut 4 clear PHASE IM APPD: LEC SCALE: NONE i APPD: IMPROVEMENTS CONTROL PANEL _ LL REVS DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 cws PR OJ t. 641D 6-?3'C! PANEL FIELD • 200LCP0505 • 200LCP0701 II I— I "HI LEVEL" is - F PLC: 15 SLOT: XX I HI RACK XX POINT: XX I • _ L --. LEVEL I A 200SCRW0701 -LCS I COMMON F - r —U COMMON LOCAL t - r -U LOCAL REMOTE F - r -U REMOTE JOG FORWARD F - r -U JOG FORWARD JOG REVERSE F - r -U JOG REVERSE F I ESTOP L ESTOP F - —U I F - I- -U HOT WATER F - I -U HOT WATER I M- - I -. RESET RESET II- - I- - I t - r -U DUTY HIGH CONT. DUTY HIGH CONT. .- - r I ♦- —U DUTY HIGH INT r DUTY HIGH INT ♦ - r U .- _. NORMAL I DUTY NORMAL ♦ II -X .- — ` -. STANDBY I STANDBY t - L -. I I PILOT LIGHT TEST (HOT) t - I-- -. PILOT LIGHT TEST (HOT) DUTY HIGH CONT. t - F- ♦ DUTY HIGH CONT. DUTY HIGH INT X- - F —U DUTY HIGH INT DUTY NORMAL F - r —U DUTY NORMAL q STANDBY F - I- --. STANDBY 4i TAG LOOP DESCRIPTION PANEL LCS SOLENOID VALVES JAM F - r -U JAM w 200LCP0701 WASHER / COMPACTOR 1 LCP 200LCP0505 200SCRW0701 -LCS 200SV0701, -0702, -0703 -0704 RETURN (NEUTRAL) t - r RETURN (NEUTRAL) 2 200LCP0702 WASHER / COMPACTOR 2 LCP 200LCP0505 200SCRW0702 -LCS 200SV0705, -0706, -0707, -0708 P I- • 200SV0701 I a r --04-0- f r L SV1 SV1 200SV0702 1 t - r o r - svz -.- L svz L • _L i a w • 200SV0703 I OPEN COMMAND t - r I- L sv3 sV3 O -T ♦ - r -MI a A 2 L L - SV4 4 A.- I -• SV4 I.- - L RtFEREICE O M,Y m I NOT APPROVED WITH THIS PERMIT zi DrN: MEN c a G E , FEB 2010 PROJ SHEET 7rrLE: SHEET: 72 Of: 140 DM* • T YPICAL WIRING DIAGRAM ° DSN: JDK 006 -1 -613 CLEAN WATER SERVICES ��* JUNE 2010 Li THIS BAR IS ONE INCH IIIyy DURHAM AWWTF DISCRETE i CHIC MSM ouD FILE : WHEN DRAWING .. «.v GISFULL o lev..larl«. CHZMHIL DU PHASE 5B1 WASHEWCOMPACTOR XXXX 008 -1 -613 . >, Y � . NW z NO DATE N APVR DESCRIPTION APPD: LEC SCALE NONE HEADWORKS IMPROVEMENTS CONTROL PANELS cws LL R RI REV s DATE D.N APP) DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 CWS 1 6410 ex ),,,,L '. t etc 1 PROJ PANEL FIELD • 200LCP5001 T L 120 VAC NT I • 200ASHSO01 I • 200LCP5001 1 I 1 1 SMOKE o- r t • H M I DETECTOR .--11-- __ — - I1—F7____ O "RUNNING' 0- j- • N POWER 15 SLOT XX POWER RACK XX POINT XX d- 1- I • G I F I MF - - - - O "FAILURE" I I PLC: 15 SLOT XX I I I I RACK XX POINT XX TO 200LCP0703 O I SMOKE I ° I t • L J SEE DWG. 008-1 -609 O T ALARM T O I SMOKE • L I I I 1 I I L J • TAG LOOP DESCRIPTION PANEL DRAWING VARIANCE NOTES 200LCP5001 HEADWORKS BLDG. MAKEUP AIR UNIT 1 200LCP0505 N/A i N_ W f f I— S 0 a 0 0 i w Q 0 1— O a ca op REFERENCE ONLY En m NOT APPROVED WITH THIS PERMIT v i Z aim MEN a % : FEB 2010 PRa NAME SHEET rme: sH�r. 73 140 ° '� 9 - r ° TY P ICAL WIRING DIAGRAM _ ,e,;.,, C LEAN WATER SERVICES • ° 0.4H: JDK OWGS 00&1514 l r1��iL�_ DAOT JUNE 2010 id THIS BAR IS ONE INCH QeanWater Services C H2M H I LL DURHAM AWWTF DISCRETE a° 008 -1 -614 3 cHK MSM uoFILE S WHEN DRAWING IS FULL Ouree.adhasathcleat PHASE 5B1 MAKEUP AIR UNIT r�cr. XXXX " SCALE. NO DATE N APVR DESCRIPTION 0 x� �Prc:LEC SCALE: NONE �y DATE orsn APPD OESCRPTON 2550 SW Hillsboro Hllsboro,Osgon971239379 HEADWORKS IMPROVEMENTS a LL I EXP. 6-35-11 I PANEL FIELD V L 120 VAC NV A 200ACU0401 E O .-11 ALARM I � II F I .. PLC ALARM' SLOT: XX RACK XX POINT: XX L 0, .n as , n TAG LOOP DESCRIPTION PANEL 200ACU0401 ELECTRICAL ROOM AIR CONDITIONING UNIT 200LCP0505 w 2 r I– O a 0 0 1 iii I- O J a REFERENCE ONLY PERMIT co NOT APP R OVF,D WITH to M 0 (si Dm. MEN OR : FEB2010 P ROJNAME: SHEETTmE: SHEET: 74 °F:140 DWG S � , ¢ � : oj TYPICAL WIRING DIAGRAM ° DM: MK mom oos -115 C LEAN WATER SERVICES JUNE 2010 # di THIS BAR IS ONE INCH — CleanWateri CH2MHILL DURHAM AWWTF DISCRETE _ , F�.Lm te r+° W HEN DRAWING IS FULL PHASE 5B1 AIR CONDITIONING PLO .: )000( `may `may a xO` 2 SCALE. CHIC MSM CAD Fig Oar aessitsat 4 des NO DATE N APVR DESCRIPTION W APPO: LEC SCALE: NONE - HEADWORKS IMPROVEMEN UNIT Dws L • FtEV DATE DRN APPO DESORPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 971239379 PRa 1r. 1 LX ,. f X°11 - -I i FIELD PANEL CLASS 1 I AREA I UNCLASSIFIED SPACE MANUFACTURER SUPPLIED 7 TERMINAL CABLE JUNCTION BOX • ISB 200LET0509 200LET0509(A) — 200LET0509(A1) — 200LET0509(A2) - - + II + I 0 Q 2+ +12 K O ^ �_ 0 + PL0LET0509PV PLC: 15 SLOT: XX _ _ RACK XX POINT: XX I I 0 11 0 I I A3 I r I �J I- SH — S = I- SH J I SCALE: XX -XX UNITS 14 0 P1 ®' 41 24V 24VDC 13 0 P2 4 OV POWER IS ► - NON -IS N TAG LOOP DESCRIPTION PANEL S 200LET0509 INFLUENT UPWELL 1 LEVEL 200LCP0505 200LET0510 INFLUENT UPWELL 2 LEVEL 200LCP0505 tii f P r- O J a 0 G i di r- r- O e. REFERENCE ONLY g NOT APPROVED WITH THIS PERMIT u, co ol b , ,,.t e r ... n DR/4: MEN O FEB2010 PNOJNAME SHEET TITLE: SHEET: 75 OF: 140 DWG #7 .. At at o DWG T YPICAL WIRING DIAGRAM o osN: JDK DWG t. 008-1 -701 CLEAN WATER SERVICES CDT JUNE 2010 ,;; THIS BAR IS ONE INCH DURHAM A WWTF ANALOG 3 CHK MSM CAD WHEN DRAWING IS FULL —' d �2M H I LL DATE: " -4 F'a' PHASE 5B1 SUB PLC #: )DOO( ` ter *A z SCALE. NO DATE N APVR DESCRIPTION LEVEL INSTRUMENTS CWS D nrPO: LEC SCALE NONE REV• DATE DRN nPPD DESCRIPTION 2550 SW Hillsboro Hw y. Hillsboro Oregon 97123 -9379 HEADWORKS IMPROVEMENTS PROJ i , 8410 a f DP, 6 -3(F11 I FIELD PANEL 24VDC POWER 24V OV i --- 200P1T0701 200PIT0701(A) — 200PIT0701(A1) — / + W Al ® O W O J 200PIT0701(A2) 200PIT0701PV /— BK BK I I A2 -'- 7. + — —XX RACK XX S PO NT: XX v C A3 �- -- — A4 — SH — S = I— SH — SCALE: XX -XX UNITS i TAG LOOP DESCRIPTION PANEL . M 4i 200PIT0701 WASHER/COMPACTOR SPRAY WATER PRESSURE 200LCP0505 200DPIT4101 ODOR CONTROL FAN 1 DIFFERENTIAL PRESSURE 200LCP0505 ti f I- 0 O J • a • 0 0 N m W Q I- 0 J a • REFERENCE ONLY m NOT APPROVED WITH THIS PERMIT u) el N I O r.r onn MEN ° FEB 2010 mod ruble: sHEET7RLE: MEET: 76 140 ° "' ; ot, c am s • `� � T YPICAL WIRING DIAGRAM g CLEAN WATER SERVICES DoT JUNE 2010 . osN: JDK . 006 -I_702 C H2MHILL °" 008 - 1 - 702 - Ili THIS BAR IS ONE INCH — �AwL�I �� DURHAM AWWTF ANALOG 3 cHrc: MSM CAD FILE t. WHEN DRAWING IS FULL Oar ��dut �� ``fi �°' NO DATE N APVR DESCRIPTION PHASE 5B1 P RESSURE INSTRUMENTS ao.: >000cr txa APPO: SCALE: NONE SCALE. DATE oas �� DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS raa Et, siviumai FIELD PANEL CLASS 1 DIV 2 AREA UNCLASSIFIED SPACE TERMINAL JUNCTION BOX - 200LE0701 200LIT0701 200LIT0701(A1) — 200LIT0701(A2) 200LIT0701 PV _■- _. + W W / Al ^ + /\ PLC: X SLOT: XX Wr ■ ■ - BK BK 0 I II 0 RACK XX POINT: XX } SH- S = - SH - Y \/ G N L SCALE: XX -XX UNITS MANUFACTURER - SUPPLIED CABLES 200LlT0701(P) PANELBOARD 15A (1 L l'-'s 0 N 120VAC k/ G • r LOOP LOOP DESCRIPTION PANEL PANELBOARD DAWING VARIANCE NOTES r• o 200LIT0701 WASHER / COMPACTOR 1 LEVEL 200LCP0505 XXX N/A _ 200LIT0702 WASHER / COMPACTOR 2 LEVEL 200LCP0505 )00( N/A 200LE0501 BAR SCREEN 1 UPSTREAM LEVEL 200LCP0501 N/A DLIT & POWER SOURCE IN LCP, ONE DLIT FOR 2 LE'S Si 200LE0502 BAR SCREEN 1 DOWNSTREAM LEVEL 200LCP0501 N/A DLIT & POWER SOURCE IN LCP, ONE DLIT FOR 2 LE'S 2 200LE0503 BAR SCREEN 2 UPSTREAM LEVEL 200LCP0501 N/A DLIT & POWER SOURCE IN LCP, ONE DLIT FOR 2 LE'S • ~ 200LE0504 BAR SCREEN 2 DOWNSTREAM LEVEL 200LCP0501 N/A DLIT & POWER SOURCE IN LCP, ONE DLIT FOR 2 LE'S S 200LE0505 BAR SCREEN 3 UPSTREAM LEVEL 200LCP0501 N/A DLIT & POWER SOURCE IN LCP, ONE DLIT FOR 2 LE'S a 200LE0506 BAR SCREEN 3 DOWNSTREAM LEVEL 200LCP0501 N/A DLIT & POWER SOURCE IN LCP, ONE DLIT FOR 2 LE'S 200LE0507 BAR SCREEN 4 UPSTREAM LEVEL 200LCP0501 N/A DLIT & POWER SOURCE IN LCP, ONE DLIT FOR 2 LE'S 200LE0508 BAR SCREEN 4 DOWNSTREAM LEVEL 200LCP0501 N/A DLIT & POWER SOURCE IN LCP, ONE DLIT FOR 2 LE'S 0 0 N rp Si F Q NCE I- O a- Et NOT APPROV REFERE ONLY ! n WITH THIS PERMIT co M In rh m i ° • r ORIG PRO NAME: SHEET TITLE' , z DRN: MEN DATe FEB 2010 SHEET: 77 o f 140 DWG a: sz 0 TYPICAL WIRING DIAGRAM CLEAN WATER SERVICES PLOT Y 2MHILL 008-1-703 DA 0 DON: JDK DWG 008-1-703 C ■ JUNE 2010 w THIS BAR IS ONE FULL Ou r commitment is clear i ►�[V1CCS DURHAM PHASE 5B1 ULTRASONIC LEVEL PLC XXXX r Q CHK MSM CAD FILE a: WHEN DRAWING IS FULL Z SCALE. NO DATE N APVR DESCRIPTION Our w APPD: LEC SCALE: NONE DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS PRaJ>< Ee REVa DATE D APPD wy. LL L Exp. e-'s 1 FIELD PANEL 571FE4601 571FIT4601 571FIT4601(A1) — 571FIT4601(A2) WX4603 C -..\ + W W is +: + BK BK 0 I I 571FIT4601PV — Ai _ __._ _ _ PLC: 1 SLOT: 11 I- BASE: 5 POINT: 3 / I G N I L `SH SF MANUFACTURER- SCALE XX -XX SUPPLIED CABLE UNITS 571FIT4601(P) PANELBOARD 15A L r 0 oo N 120VAC G LOOP LOOP DESCRIPTION PANEL PANELBOARD 571FIT4601 NON - POTABLE WATER FLOW RATE 571CP9015 XXX iii M r i- 9 a 0 0 co m w F Q a r O J a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT c el N W ol y ,asx N °:c FEB 2010 PRO NAME: SNEETTRLE: SHEET: 78 140 overt MN MEN d,� CLEAN WATER SERVICES TYPICAL WIRING DIAGRAM ° DSN: JDK MGF, 0 08-1 -704 lr1--- `IyyL��_ � � JUNE 2010 ' w THIS BAR IS ONE INCH ldil ♦�ayyyGl �7 Y_ - IJ CH ZM H I LL DURHAM AWWTF ANALOG °"'E 008-1-704 CHIC MSM CAD FILE N. WHEN DRAWING IS FULL ` ' ` NO DATE N o.. eommilmat b clear PHASE 5B1 ELECTROMAGNETIC aCK X)000 SFT0LI W : SCALE DE APVR DESCRIPTION APPD: SCALE NONE NO AT D APPO DE S CRiPnoN 2550 SWHiIlsbaoHwy. HiIIshom,Oregon97123 -9379 HEADWORKS FLOW METER aN3 6410 E I _ PRwt EXP. 6 3 REV IT FIELD PANEL • 200AIC0701 MSC M6 200AIT0701(A1) 200A1T0701(A2) — 200AIT0701 J2 29 P- CHANNELA OUTPUT M5 200A170701 PV PWR ^ ^ 30 P+ CHANNELA 28 W W / A l / ^ + _ _ PLC: CK XX SLOT: NT: XX INPUT H2S SIG 31 S- CHANNEL B 12 BK BK 1 V AZ / I 1 O — „ } GND s , v 32 COM 11 C \ K L SH — S = — SH SCALE XX -XX S I T R I 3 I \ J1 UNITS — < MSC M2 NC 17 A&B ALARM COM 18 -f GAS 1 T I R G 3 I S NO 19 - J ALARM COM 20 FAIL 'N....,.... 200AIT0702(A1) 200AIT0702(A2) — (712S NO 21 SEE DWG W n A3 / ^ + — — R CIT070 PV SLOT: XX 008 BK I I I A4 I I I RACK: XX POINT: XX 200AE0701 TO OTHER V / J — MODULES SH — S - - SH� SCALE: XX -XX — MSC M3 UNITS 200AIT0702 J2 13 P- PWR ( n 14 P+ CHANNEL B _ INPUT LEL SIG 15 S- G J GND U Y 16 — 5 T R I G 3 I I JI — MSC 200AIC0701(P) PA N E L B OA R D M1 15A L • r L 0 0 5 T R G 3 S N • N } I2OVAC G — - ■/ G LEL TO OTHER • MODULES 200AE0702 TWO- CHANNEL GAS MONITOR Ic ui 2 H I- 0 J a TAG LOOP DESCRIPTION MODULE /CHANNEL PANEL E 200AIT0701 COMPACTOR ROOM H2S 1/A 200LCP0505 c 200AIT0702 COMPACTOR ROOM LEL 1/B 200LCP0505 a 200AIT0703 GRIT STORAGE ROOM H2S 2/A 200LCP0505 200AIT0704 GRIT STORAGE ROOM LEL 2/B 200LCP0505 w 200AIT0705 SCREENINGS ROOM H2S 3/A 200LCP0505 200AIT0706 SCREENINGS ROOM LEL 3/B 200LCP0505 a 0 O N NOT APPROVED REFERENCE WITH TH[S OLY R PERMIT C Ca 50 LID CO �I 0 008 -1 -705 hr o DRN: MEN Pn : FEB 2010 PROJ NAME: SHEET TITLE: SHEET: OF: 140 DWG# ■ CLEAN WATER SERVICES TYPICAL WIRING DIAGRA P F. ( �-- _�I�yy c �___ J UNE 2010 0 Iii THIS BAR IS ONE INCH — C�eanWaber Sei V J C H 2M H I LL DURH AWWTF ANALOG DATE: LDT 008-1-705 '"� p DSN: JDK DWG I Q CRK: MSM CAD FILE x WHEN DRAWING IS FULL Z SCALE. NO DATE N APVR DESCRIPTION Our cemmitm•nt is clear PHASE 5B1 GAS DETECTION PLC a. XXXX ;"',. �,..;�,� J APPD: LEC SCALE: NONE HEADWORKS IMPROVEMENTS LL REV# DATE DRN APPD DESCRIPTION 2550 SW HIIIsboro Hwy. HIIISboro, Oregon 971 2 3 -937 9 GWS PRDJ x 6410 Et, E' MATCH LINE, SEE DWG 200 -D -142 // / T DEMOLISH _ _ — j / /�/ / i- _ _ , . _. _.....__. LE 3041, . _ NOTE 1 NOTES: I - 1. DEMOLISH ALL WIRING AND EXPOSED CONDUIT TO .--- } SEE NOTE 5 " N p ; INDICATED EQUIPMENT BACK TO SOURCE. REMOVE s �f . € DEMOLISH LE -3021 ASSOCIATED WITH EQUIPMENT BEING DEMOLISHED. I AND LSHH -3021, NOTE 1 CUT CONDUIT FLUSH WHERE CONCEALED AND . ,101116,.. • = f j / I GROUT FULL. I .tt / 'ah'" :. .,€ - z 0 3. . ai r • ( . ‘0€ l DEMOLISH ALL EXISTING INTERIOR LIGHTING IN • REMOVE FA DUCTWORK € I + . ` NOTE 2. TO LIMITS INDICATED I I . 1; w , / - _ AND EXIT SIGNS SHALL EXCEPT THOSE ' LOCATED ON WEST WALL. SEE NOTE 1. ENLARGE OPENINGS IN �I s < - � ` FAN ROOM LID AS SHOW SHOWN OPENINGS PANEL, SAFE SCREEN 1 'I REMOVE BAR S301 I 3. ALL RECEPTACLES IN SCREEN ROOM SHALL REMAIN, ENLAR REMOVE LO CONTROL EXCEPT THOSE LOCATED ON WEST INTERIOR AND ,,� IN FAN ROOM LID AS TY SCREEN, EXTERIOR WALLS SHALL BE DEMOLISHED. SEE NOTE 1. SHOWN NOTE 1 4. PROTECT ELECTRICAL POWER CONNECTION AT GATE REMOVE SCREENINGS` TO REMAIN. DEMOLISH CONTROL WIRING CONDUIT. Q /�. CONVEYOR' C..307 I, NOTE 1 SEE NOTE 1. ,� ENLARGE FLOOR OPENING FOR NEW FA DUCTWORK 5. REMOVE ODOR CONTROL FAN, INTAKE DUCTWORK, DISCHARGE DUCTWORK, AND POWER WIRING AND DEMOLISH HLS 3051 AND S{ �{i gi; N R Q. \ . v CONDUIT BACK TO SOURCE, SEE 200 -H-401 FOR DETAILS. WIRING. PROTECT CONDUIT ' '�i ; REMOVE EXISTING 3 ,+'° AND BOX FOR REINSTALLATION. .' J 1 1l2" NPW PIPING PROVIDE TEMPORARY USE b DURING CONSTRUCTION I t om'. ♦ I ANP'HOSE VAL VE NOTES 2 8 3 - N\l t ay SAWC CONCRETE GUARD WALL I VERTICALLY, COAT EXPOSED STEEL -'+� ''""'" - - '+'`'✓ - - - -- Al ' REMOVE DOOR AND " `"" II FRAME, SALVAGE LOCK SAWCUT CONCRETE AND PRECAST PANEL, 1 RELOCATE CONDUIT AND SWITCHES • • REMOVE OVERHEAD DOOR INCLUDING 0- 000, ' DOOR, DOOR FRAME, HARDWARE, ,A►+4I.,A1 I CONTROLS, CONDUCTORS, AND / � / � REMOVE COMM BOX, NOTE 1 CONDUITS. SEE NOTE 1 • O ' � � r A I :0 .�I.A �® jj � 4 ....: r TYP FOR WEST LIGHTING, ST FACE, NOTE REMOVE EXIST. 32' FA TO LIMITS SHOWN TO MAKE ROOM FOR O O NEW ELECTRICAL ROOM FOUNDATION O SAWCUT CONCRETE GUARD WALL DOWN TO DECK ELEVATION, COAT EXPOSED STEEL WEST PLAN O 2 D. a 0 ci DI 2 N I- O . J a 0 0 N N W I- Q F- H- O a c 0) a cc; u'i Fn cn NAME 6 SHEET TITLE D. - ERB MAY 2010 .I : 80 140 ° o °R1O PRO 1441 / DATE: HEAD WORKS SHEET: OF Dwca j A ye e CLEAN WAT ER SERVICES ;, .�+s N DSN: GVT Dwc#: 200 - D -141 �- WI: JUNE 2010 41tL'WI?' pj THIS BAR IS ONE INCH Cl DURHAM AWWTF DEMOLITION - Q CHK: JEG CAD FILE #: WHEN DRAWING IS FULL CH2MHILL PHASE WEST PLAN 200 -D -141 Our commitment is clear PLC ° z SCALE. NO DATE N APVR DESCRIPTION Ems ''`' J ARP° LED SCALE 1/4' =1'-0' DESC 2550 SWHillsboro H Hill on 97123 - 9379 HEADWORKS IMPROVEMENTS c"'S 6410 LL REV# DATE DRN APPD PROD NOTES: 1. STRUCTURAL FLOOR AND WALLS SHOWN CUT AWAY FOR CLARITY. REMOVE CYCLONE OVERFLOW DRAIN PIPING 2. EXISTING HVAC, PLUMBING, AND ELECTRICAL NOT AND PROVIDE BLIND SHOWN FOR CLARITY. FLANGE, TYP OF 4 3. DEMOLISH ALL WIRING AND EXPOSED CONDUIT TO - - - - - -- - -- 19 REMOVE - - ' r f - - -- INDICATED EQUIPMENT BACK TO SOURCE REMOVE - �H I j ANY ASSOCIATED CONTROLS AND DISCONNECTS _ __ _ _ ! 1 / ASSOCIATED WITH EQUIPMENT BEING DEMOLISHED. REMOVE GRIT CLASSIFIER 1 I GC -310 I, -- - _ _ - , � / / CUT CONDUIT FLUSH WHERE CONCEALED AND GRIT CYCLONE 1 ANp'�2 [GCL -317 I. - - - - yam• - L .' at ` / f " GROUT FULL. AND I GCL -312 I , PROTECT CONNECTING PIING, PADS, ANCHORS, - - - 7 k�� - �' r ` L I j / j RELOCATE LOW j P CONTROLS AND _ P rrN / 4. DEMOLISH ALL EXISTING INTERIOR LIGHTING IN i _ �I ( I) ° y / P / / PRESSURE AIR SYSTEM SCREEN ROOM. ALL EMERGENCY BUG EYE' AND EXIT ELECTRICAL. DISCONNECT, PROTECT, - _ - # #/ , `'j �✓ /. SEE DWG 200 -M -304 SIGNS SHALL REMAIN, EXCEPT THOSE LOCATED ON AND MAINTAIN EXST 1/2° NPW SUPPLY, I / - - " - � ' ///2� J I.. /- 1 - WEST WALL. SEE NOTE 3. SEE NOTE 9 -,` 0� - - _ II 1� - AND DETAIL _ _ _ _ _ SEE DETAIL I 5. ALL RECEPTACLES IN SCREEN ROOM SHALL REMAIN, I \, / ` 0,/22/11r Ant �` 1 / �- - -- o / 2 . / EXCEPT THOSE LOCATED ON WEST INTERIOR AND —• I " 1 _ _ / , / EXTERIOR WALLS SHALL BE DEMOLISHED. SEE NOTE 3. __ REMOVE GRIT CLASSIFIER 2 I G I , . - - ' � /�/ - 6. PROTECT ELECTRICAL POWER CONNECTION AT GATE GRIT CYCLONE 3 AND 4 " Q-32 1 ' _ ' �° i X� 1 II r - -. i �� / _y� _ _ - _ I BACK TO SOURCE, SEE NOTE 3. - -- - -- _ - _ / \ !1 ' I I % - - - -- UIT GCL -313 IAND I GCL.314 I( / / + I _ / - 7, / -_. _._ - TO REMAIN. DEMOLISH CONTROL WIRING AND I L - �� SUPPORTS ANCHORS GROUT. PADS,ANCHQRS CONTROLS AND ON 7. DEMOLISH EQUIPMENT INDICATED. REMOVE / - -'' V ELECTRICAL. DISCONNECT, PROTECT I I _ , I I _ i j / / j j/ AND MAINTAIN EXST 1/2' NET SUPPLI\ r ' 1 I , I -- - -3 , Y l / 8. PROVIDE NEW WIRING TO RELOCATED FLOW SEE NOTE 9 / . I I ' aw r r f -, // _ EX ST NG CONNEC TO HE SAME POWER ANTD MATCH - -- - - -- _ '�" 4 � �r� �� /�� / N 1 � I f / t w,:. ' r • .4 E / f CONTROL SOURCES AS EXIS EXTEND EXISTING - _ ,p.. �� _ CONDUITS AS NEEDED TO CONNECT TO RELOCATED TED im gi I � � '!; { I p .. VALVES. REUSE EXISTING DISCONNECT SWITCHES. _ - - . � �.I i =- ( / r �+ _ REMOVE SCREENINGS ,1I / / / /�4E_ 1:I I I' PRESS CONTROL PANEL REMOVE PIPING 9. WHERE ELECTRICAL HARDWARE IS REMOVED, - _ _ - REMOVE SCREENINGS PRESS • - -�- _ ';`, I 1t a- r y �ll f l, �- AND HYDRAULIC POWER BELOW AS REQUIRED REPLACE WITH NEW. PROVIDE NEW FLEX CONDUIT _ _ - / ) V I /' o e 1 r ( +R C SYSTEM, NOTE 3 FOR PIPE MODIFICATION - • AND CONDUCTORS FROM EXISTING DICONNECT TO - - 1 � ., 1 i 1 I I 1 I-+t : _ I I NEW CLASSIFIER MOTOR IF EXISTING FLEX IS NOT - l % / 1 � - LONG ENOUGH. NO SPLICING IS ALLOWED. / 17 / I I . REMOVE PORTION OF SCRUBBER _ ,• I _ - - - I , TOP FOR NEW ACCESS MANWAY / ; ! i - I� Y/ - - - REMOVE PORTION OF 36" - - A�r STACK ABOVE ROOF / ` Y REMOVE' BAR SCREEN 4I S -304 I , ,_ _, REMOVE LOCALCONTROL PANEL, / '(: \c _SAFETY$OREEN�NOTE3,TYPOF4 _ // NOTE . -- _,.' ' REMOVE SCREENINGS _ _ _ �� - - -- - - - - -" CONVEYOR '' . J " / / / /// - - - 1 - -_ - __- _ SEE NOTE _ 3 AND 7 - DEMOLISH I ; LE-3044, I ^� \ DETAIL ( ' NOTES I 1 DEMOLISH LE -3022 AND I, 1 J NTS 6 Ft of 4 AND 5 I -, �/ _ - - � /( ( + LSHH 3022 NOTE 3 - , /,Q ,. , � � / ) 1 i RELOCATE ALP FLOW CONTROL -- - FROM M R ASSEMBLIES FROM CONTROL OL VALVE E W REMOVE BAR SCREEN 3 S-303 1 �- ISOLATION VALVE. SEE DWG DEMOLISH COMBUSTIBLE GAS I I i 200 -M -304, AND NOTE 8 DETECTOR AE -3211, AIT -3211, 1 1 AND AElAIT -3213, NOTE 3 _ _ - CV /DEMOUSH,,////* _ :.d / _. REMOVE BAR SCREEN 2 S-302 I 3 / Ja _ . __ • � 1 X III OLISH " • DEM ` �� ,�/ ,. ! _ , , ( Ii/ II33 tD i o NOTE 3 /. ( `Ar /�V/ . I / / �;. ^:,.. 1 !1 N / (� % 1 1 I 1 / � j 1.4 APO ( I I _ � . B BB AND C AP PIPE „., . o P _ . l _! a u. Ili MATCH LINE, SEE DWG 200 -D-141 i / .....,.....„.. 9. ii t. 48 c N EAST PLAN 1/4, =1' -0” -1-0 DETA � PROFF NI O NTS ��ea '6,P ey /O9 DRN BRL GR E MAY 2010 - PROJ NAME: SHEET TITLE: SHEET: 81 OF: 140 DWG* I o D A's CLEAN WATER SERVICES HEADWORKS PLDT •C C AF L B. Me W DSN: GVT DWG 200 -D -142 THIS BAR IS ONE INCH _ [�;� ,S' DURHAM AWWTF DEMOLITION D ATE: JUNE 2010 M WHEN DRAWING IS FULL ""' " "'C� ��HILL 200 -D -142 Q CHI: JEG CAD FILE* PHASE 5B1 EAS PLAN PLC )000( z SCALE. NO DATE N APVR DESCRIPTION Our commitment ill clear I EXP. 6 -30-12 I APPD:LEC SCALE: AS SHOWN HEADWORKS IMPROVEMENTS Cws LL REV ti DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PRO x A FLOOR TO WALL FLOOR EXPANSION EXPANSION JOINT JOINT COVER AT OPNG, TYP 00-A -301 COVER, TYP 7740 7739 % ti ti '. .., • 200 -A -201 f I� 1 EXPANSION JOINT CONC SIDEWALK, - - - - -. . _. - -..._ .... , AT WALL, TYP ® SEE CIVIL DWGS O - - - - -- — - - 1E F.EXT -1 F.EXT -1 ` - — ® EL 181.00 DOCK BUMPER, DOCK BUMPER, - i-- RETAINING WALL, D312A ® TYP OF2 (.10991\ TYP OF 2 ( 10991 1 D312B SEE CIVIL DWGS — AL HANDRAIL J \ (3349� I / I ._. - -. : 7$•111111111111111= I • I EQUIPMENT CURB 0 - — - — - -- I DN Man/ inn , 1 I TYP 7752 EL 180.00 e• o • a m Ce 1 - ROOM ' , :' 'MK 4 E MEM L 178.00 313 I �® 0 ® EL 178.00 ";I - O '701 : 4 ar 41.— F - EXT -2 64 f � :a L • 4 RELIGHT AS t ;•1 in SHEDULED . ;I D313A ♦ EQUIPMENT PAD J , , ,1 PRECAST CONC PANEL, TYP CONT 4" WIDE 'e.1 ' 1 SAFETY STRIPE a . B E TOP EDGE DGE , OF CURB, . N N- REVEALS BOTH TYP 4 PLACES SIDES OF WALL EZD 200-A-301 200 -A -301 ,1 �" CAST -IN -PLACE CONC \\ 'C` SCREEN WALL, 1 � 7741 ' I ..; , SEE STRUCT DWGS 200 -A -20 TYP / — €f \ t 0 I_I 0 \__/ ® COMPACTOR OR 3 O �- / — y 0 I \ ■ I 312 I F.EXT -1 00 -A -201 I I F.EXT -1 O - _ - _- I- _ I - - _ _ P' D312C ' D312D D312E I U � f _ _ -'uillIllI W m ci TYP I 0 EL 176.00 0 EL 176.31 0 EL 176.00 0 / A © MO I 00 -A -301 200 -A -201 ' 0_ I N cv di 0 O O F H O J o. 0 0 N N CO di FLOOR PLAN 0 ti 0 c cs cci v rn I 4 , 3 JOI4N E. CAVE c"9 ✓ C $ y Q D.: SDB ORIG . 82 140 "` °o DATE: MAY 2010 PROS NAME: SHEET TITLE HEADWORKS SHE OF DWG* , • &. ae»n ■ CLEAN WATE SERVICES 7 17 N DSN: BPT DWG #: 200 -A -141 JUNE 2010 4 0' 06 uj THIS BAR IS ONE INCH �n ; DURHAM A WWTF ARCH ITECTURAL PLOT CH2MHILL DATE WHEN DRAWING IS FULL FLOOR PLAN PLC #: xxxx 200 -A -141 CHK: JEC CAD PLE #: PHASE 561 ` E. Cave. AAA.] Oar commitment i� cleat Z SCALE. NO DATE N APVR DESCRIPTION WEST aw#x Mi. LEG SCALE: 1/4" = 1.-0� DESCRIPTION 2550 SW H i llsboro H Hill sboro, 0 on 97123 -9379 H EADWORKS IMPROVEMENTS g ..6410 L.Li LL REV # DATE ORN APPD wy ro9 I A A A -301 A V V V Vim' ROOF ACCESS ROOF EXPANSION /� 200-A -201 I LADDER JOINT COVER 200 -A -300 WALL EXPANSION I ii i `� JOINT COVER, TYP --- - ( 7737 ) allIk EPDM ROOFING MEMBRANE 00-A-301 w COPING, TYP Z O - _ _ _ _ SLOPE 1/4' : FT, TYP (7531) �,, A A. ......I. TRANSLUCENT S KYL IG HT PANEL ..... AS COPING, TYP . ... ... , SPECIFIED, TYP (7531) ROOF/ E 3 OD RD OD RD 200 -A -20 D OV TY P ( 7 RFLOW ) O O \ IIII \ O OD SLOPE 1/4' : FT, TYP 4(11t31411, 6. -7" " 200 -A-301 I TYP I 200-A-301 �i ......� pia ......I `i ( CURB, TYP BASE FLASHING . `. CRICKET, TYP @ LOW ROOF ( ) SLOPE 1/4' : FT, TYP -- --1- -- - - - - — - — - — - -� -- - — EPDM ROOFING MEMBRANE M i I © A N o I I 200 -A -201 01 MI I aj 0 O O J D. 0 0 i al ROOF PLAN ' O 1/4=1' -0 . ti a_ c co M �g A� Lc I JOHN E. CAVE I a o DRN: SDB °RIG MAY 2010 PROJ NAME: SHEET TITLE: SHEET: 83 OR 140 DWG*,, swSvAmm, a04 Dore: o Oa DM: BPT Dw ot 200-A -151 / �� iyy ��_ ` � - -- CLEAN WATER SERVICES HEADWORKS SHEET: J UNE 2010 9 � o Q ai THIS BAR IS ONE INCH CieanV4aterr Services CH2M H I LL DURHAM AWWTF ARCHITECTURAL Dire: 200 -A -151 CHIC: JEC CAD FILE t WHEN DRAWING IS FULL P HASE 5B1 ROOF PLAN PLC t uideet 4 deer )000( , o Cave A.I.A. z SCALE. NO DATE N APVR DESCRIPTION Ow oe ,wtx�aa€cr � . c+r�i Hat APPD:LEC SCALE 1 /4• =1 HEADWORKS IMPROVEMENTS REV Dire DRN DESCRIPTION 2550 SWHIteboroHwy. Hillsboro, Oregon 97123 -9379 , LL Q © 9NEW (2I E n ROOF EXPANSION I I I I FORMLINER TEXTURE I C 200-A-300 JOINT COVER, TYP Ill n46 ) I ACCESS LADDER I METAL COPING, TYP 7531 AS SPECIFIED, TYP( BEYOND, TYP I FORM LINER TEXTURE — T.O. PARAPET EL 204.75 T.O. PARAPET EL 204.75 i _ _ AS SPECIFIED, TYP( 7746 ) WALL EXPANSION IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIUIIIII IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII I IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII PRECAST CONC JOINT COVER ,TYP � _ ■■■ I PANEL, TYP 7737 ) II PANEL TEXTURE LIGHT T.O. PARAPET EL 195.50 T.O. PARAPET EL 195.50 SANDBLAST FINISH, TYP IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII PANEL JOINT. TYP IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII CAST IN PLACE 7741 SCREEN WALL, j SEE STRUCT DWGS PANEL REVEAL: T.O. WALL 185.00 ND Iti ALIGN W/ EXST P 41 ADJACENT STEM REVEAL. ALL EL AROU WALL STEPS, SCREEN WALL ) .. `.ow —•.— — ∎ —∎ �� — 7747 ►� n aas, ■ TYP ALL AROUND k.7747) — �— — — — FF EL 181.00 �_� �.� �� asp �� ow mi FF EL 181.00 1 FF EL 178.00 FF EL 178.00 �� OVERFLOW DRAIN � m.I It NI I FF EL 176.00 7623) HOLLOW METAL HVAC WALL OVERHEAD COILING DOORS OVERFLOW DRAIN DOOR AND FRAME, PENETRATIONS, AS SCHEDULED, TYP AS SCHEDULED, TYP SEE HVAC AND (7623) O 1 PARTIAL NORTH ELEVATION STRUCTUR ^ AL O WEST ELEVATION DR 1/8' =1' -0" L 1/8 " =1' -0" 200-A -141 200-A -141 200-A -151 200 -A -151 Q , ®E Q I NEW , I I n ROOF EXPANS NEW ON I WALL EXPANSION 200 -A-300 JOINT COVER, JOINT COVER, TYP II (7737) I T D. PARAPET Fl 204 75 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII I PI I T.O. PARAPET EL 195.50 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII I I ∎∎1 FF EL 180.00 N asi�m —� s. < CU FF EL 176.00 I �• GRIND SMOOTH EXST STEM WALL TO CREATE CONSTANT WIDTH & SMOOTH SEAT FOR EXPANSION I- JOINT, TYP (4 NORTH & SOUTH EXPANSION JOINT LOCATIONS (7737) O I J O PARTIAL SOUTH ELEVATION PARTIAL EAST ELEVATION o 3 O 200-A- 141 200-A -141 200-A -151 200-A -151 w I- < 0 I- S 0. c w ✓ a tq N I x7 JOHN E. CAVE C') r . a a o DRN: SDB DATE: 0 XXX 200 PROJ NAME: SHEET TfTLE: HEADWORKS SHEET 84 °F: 140 °WO C rauu. aicarm N DSN: BPT DWG S. 200-A -201 CLEAN WATER SERVICES a °T JUNE 2010 �',r pj THIS BAR IS ONE INCH CH2M H I LL DURHAM AWWTF ARCHITECTURAL 200 -A -201 SCALE. OF O DAC CHIC JEC CAD ALE* WHEN DRAWING IS FULL P HASE 5B1 EXTERIOR 1 John E. Cave, ALA. Oo= a>vidat b elan r+�caK: XXXX NO DATE N APVR DESCRIPTION AR REt p, O HR}, APPD: LEC SCALE 1/W =1 ' -0' Sys �� oAN APPD DESCwPtroN 2550 SW H illsboro Hw y. H iAsbao, Oregon 971239379 HEADWORKS IMPROVEMENTS ELEVATIONS c * 6410 - IL • NEW ROOF EXPANSION 8" 16GA CONT METAL JOINT COVER AS SPECIFIED EPDM TRACK, T & B MEMBRANE TRANSLUCENT PANEL h • ' ROOFING AS SKYLIGHT AS SPECIFIED, TYP COPING, TYP i — — ♦ SPECEC IFIED — TO. PARAPET 7531) I TO. PARAPET B" 16GA METAL "`'' - ;` EL 204.75 EL 20475 STUD 18' OC SHEATHING CONT n ��'I I\ i I £ r 111 I I } . 3/4 GYPSUM a t I I I 11 1 I 11 1 1 1 r A ; 1/4" BENT PLATE, �_ A , 4x8x0'J' 48' OC, � " W/ 1/2" SST T CONC I I A I I I I ANCHOR. PROVIDE I SLOT FOR SLIDE CONNECTION AT 1 I • COMPACTOR , METAL STUDS I I PACTOR 1 312 1 II-! _ \ 1,_ EPDM FLASHING — I `0 ;; (7531) EXPANSION JOINT AT WALL BEYOND 0. FF EL 181.00 £ 7737 �� -- - EPDM ROOFINE MEMBRANE A VA — SPECIFIED FF EL 176.31 / �" _'� ��- . "\ i M I p uMMMUMMMMMMMMMMMMM . . 7MM = , „ 1 �. L m.._ 1 RIGID INSULATION . AS SPECIFIED O 3 =1' SE CT -0" ION ROOF DECK, SEE STRUCTURAL 200 -A -141 EXISTING PRECAST . 200 -A-151 CONCRETE PANELS ACCESS LADDER BETWEEN ROOFS, TYP T.O. PARAPET • I �°531j TYP P O SECTION AT PARAPET EL 204.75 — I I 1 1/2 " =1' -0" I 200 -A -151 \ _ _ / EPDM MEMBRANE - �� -_-_ I� -_-_ I� -__- �l -_-_ + I - � - � -- � II��--��--��--��--��--��II ROOFING AS I -- �-�- -y SPECIFIED BASE FLASHING I I I I T.O. PARAPET (7534) EL 195.50 _...._... ....__._ PRECAST CONC COMPACTOR / PANEL, T YP ROOM II 1 312 1 11 Z. l ', l SCREEN WALL BEYOND N ELECTRICAL I - ROOM t - ail 1 313 t 1 Ii ■ Eli ®� MI= OEM ~ I / !® a T.O. STEM WALL EL 181.00 r I__1 I__1 LJ kg LJ LL_1 _ (fee / iii„ r O e_ OR SECTION C "' 3/18• =1' -0' '§ 200-A-141 ob 200 -A-151 VD o' I 't,... ,,1 • "r c tea JOHN E.. CAVE C"3 Ctd — 1• DRN: SDB D : M A Y 2010 vao.l sHEETrmE: SHEET: 85 140 °WOE .«,,,,,, u , CLEAN WATER SERVICES HEADWORKS 41 """ iii DSN: BPT DWG*: 200 -A -300 THIS BAR IS ONE INCH _ . n W� r � D URHAM AWWTF ARCHITECTURAL a°E: J 2010 °�? � , ' WHEN DRAWING IS FULL C H2M H I LL P HASE 5B1 SECTIONS r�D*. �000c 200 -A -301 CNx: J C AD FILE x -- __ z SCALE. NO DATE N APVR DESCRIPTION Our commitment U dur Jan E, Cave" A,t „A. APPD: LEC SCALE. AS SHOWN qty* DATE DRN APPD DESCWP ION 2 550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS * 6410 ” �` '' "�' U_ : p/ TROUGH / .... I SU ORTS ' 1 1 i € • f 200`8-402 !'. 00 -5 -302 I • 11 r / GOLUAl1 C 1 € COLUMN C 1 f € i f , { TOC EL 181.00 I I • • I • ` I 1 4 .... p ..... _ .... -. ._ _.. .... .._. ... -. ..... _ ... .. .... - _.._ _ 1 _ • k ,, ALUMINUM RAILING, • 1 L TOC EL 181.00 SEE 5521 5 0O -S -302 _ _ _ _ _ _ _ xs .._,...._._,. �_.W.. �..._ �'. - - - - - - - - - 's- - T - - v COLUNMIC2 I ® Y • 1 1 11 I t ST I at t:t .. -200 -S -308 € I } N. 200 - - 303 _ ....� _ 1 .. __ -- isi - 200 X09 _ , ;. 1 h I 1 . .. - ' C 36" DOCK mm I € - COORDINATE iy r g F PRE CAST B 1 y D 4 0 - — - — - — - - I '' CC CH = u 4 PR 1 9 f ING SIZES DRAIN W /AL C WITH MECH CONC PIPE 472 • _ � E { . GRTG, SEE C I I '" I I CONTRACTOR ENCASEMENT cow O M 1 2480 IM I CD u g v 1 •1 t i • I . j p I. r CONCRETE PAD TOS EL 178.D0 Y II ` a • 1 1 CL CL TYPE H ^ �a ii :I I I 1, T R ENCH I T RENCH ® I II ;t 1 I . TOC EL 3356 1 m�� DIY • ... € .I I C I I i _ -- 1 , • i :I I , I ) S I 181.52 4 I , . f .. 1 HPT EL I ' t IW .. 1 .. I Z. ? i fl I 176.31 �I I I I 1 11 I 1 co - 1 � $. € 1 - ".. -II ........_ .... ......._....,. II I s 1 I I CON I I I ; H I j - I 1 I � � I 1 .......... ... - r v. ,_ . _ c a 0 .. _ ._ ,.... ..' '' 1 I I I EQUIP L:,t. [t + 1 I 1 j I ..I • 1 1 ' L 1 PAD I i Q _ .......... .._ NON BEARING 1 8, I .� .ry. 1 I �3356� - WALKWA I ' 5W I 8'$' 1 1 I I M a WALL 4. -� °T 1 i I TYPE - & TROU '1 O HPT EL ! i� I h' I B', WP 1 I SU O' 1 f o • N 178.33TYP 1 1 I TYP T' ;: I I . Trip I TYP € i : I 1 I 1 10 v 4 — _ 200-S-301 I LPT EL ��' . - I , . 1 i . • r.. -_. � � . �❑' � `� • � I I [�,-'I 1 2 0 `SJ01 1 . ' ; : . I I . I : % I, -. EL 174- j EXTEOR SCREEN • L I I '±1 I r ± i l - s I . T-4" I I I I • .. I .. ! _ _ _ 1 ;t 200 -5-502 • TYP I DUMPSTER EL - 2• -2 "1 I 1 TRACK 2 "I l _ I I I �/ 176.00, TYP • I .1 IrPI I _ 3. ., I , . ' I ' 16' -0" N i I I 1 1,8 I 1' -0" SQ SUMP a 1 3 �,.. ...__..IdI -- TYP 3 PL in 1 • S I I r. I N I CONCRETE PAD 2 1 I COLUMN C-1 j �d ' S ' 1 ' TYPE 'H ( I • 8' - 1/2 " 12' ? 12 $" A I j 7 '-4 1/2 " I 200-5 -301 AND 20010" PRECAST PANEL, SEE SHEET ip I 4 ? 178 EL ( 33u' € ''...: 5-002 FOR PANEL 178 00 N € I ,4„.... EL 11621 I I , ( ELEVATIONS AND CONNECTIONS, TYP `- CONCRETE - _ - ..._ _ t I r . -. I I id w RETAINING - 1 F 3 I I d� I I 1 '` COLUMN C -2 WALL� I t1 ' I I i. I i 1 _ _ _ t _ __ COLUMN C 1 _ S., 1 p 200 -S -504 .4 Y J I 1 I �� \ / :; I I 1 EL 178.31 [ I t 1 CONCRETE PIER 411111 I © I 1 I I I I 1 AT ROLL -UP I B — ( I I I DOORS 00 S 3 1 00-S -5011 I N I 005 -302 I I I Y I 200-S-501 1 1 1 a 1• -2• I t 1 1• -9 1/2' w 6-2 1/2 • 1'-9 1/2 • I7 -8 1/2 • I 11' - 0" 1' - 9" X11' -0' N a 1' -9" I 11' -0" I j 11' -101/2 ' 0 1 - 6112" I OPNG 18' - 1012' 1 I I I - 41%4' I I I t I LEGEND O I 10 I —4-- \ ,- / -- - __ 0 k " 11.,-.,...1 J SHAKE HARDENER AS SPECIFIED a \ / 1 (7-) \ � 1 \DRAIN PIPING c 200 -S M -41 OPLAN v MAIN FLOOR PLAN co M 1/4 " =1' -O" I 0 %,)CTu. DRN: MLR ORIG TE: FEB 2010 PROJ NAME: SHEET TIME S 8 OF 140 DWG * t+� d W N DSN: ALF DWG* 200-S-140 ►7RV DURHAM AWWTF STRUCTURAL WATER SERVICES R CTURAL RKS PLOT JUNE2010 LLI THIS BAR IS ONE INCH D URUCT W 2 WHEN DRAWING IS FULL DATE z CHI: BSH CAD FILE *: SCALE. OUX sea.ltsal belar CH2MHILL PHASE 5B1 MAIN FLOOR PLAN PLCK )000( 200 - S -140 NO DATE N APVR DESCRIPTION APPD: LEC SCALE: AS SHOWN - REV DATE DRN - APPD DESCwPT10N 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS P a * 6410 ENID • = = 1:„.: = = = = -.= = = .7.,. az az az az az zz az az za az: az za az zz z z zz zz zz zz zz zz zz zz zz zz zz za zz za za az za va zz zz ra- 7 .1 - . . 1 i ,----- . T = x: = = = = =, = = = = = = = = = - 1 ; - - , AL LADDER I ' EXISTING HEADWORKS 1 - C ( 01) ROOF STRUCTURE i•-. 1 yr 2-6. 00 - BEAM B-2 1. I : BELOW 7.' • - FOR SEISMIC JOINT AT - EXST BUILDING, SEE ARCH , = 1 = = = = = = = — = = = = = = = = = =- = = = :, ..-- = - = . 1 -- <:) . = = :I ,- Cs-j I I T.O. DOUBLE TEE EL 199.00 1 --1--. J i L - - i — J. Ln NNE iTinumai p 18" DEEP PRECAST A I _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ : ' 1.. 7 ; 14 -"•• go "a ."- 1 "-f" " " " - " " '-'' " ' :;-- ' m ';, - — - — - — — r — - d — - DOUBLE TEE, TYP I PO 15 ii; gi VI ffi VI ° ' 4; ;0 = "0 0, • :' : ,, 1 •• ....co _ I BEAM B-5 ---.................. 11 fr-O" •- 10'-9" ,.:. i, TYP cp Co SKYLIGHT OPENING ' , - ''', - % 2 IM g 5 I,' *7, E •":". ' i \ ',........ t ., ., ' -,,- 0,_'...."„.0 , 0 0 ":" ," II I CD_ _ _ _ _ _ _ _ _ _ 7, _ _ _ _ _ _ _ _ _ _ _ ._.... :__. ._.._ I. 0 0 0 0 0 I I I :,,,,,, ,,.... - ,,, ,--,, , ,,,' <, . , ,w ••• %,,,,-, 4 & 4 , ,awg, e. ,g.w w•ao-ag,w-r.4.,ameui--w ige'RI - • WWkex, 10" INSULATED PRECAST CONC WALL PANEL, TYP DECKING ' " - -" - - "I"I - - "" 0 ", -"t " a ir A 'W:° Fa A ; , L `0,- 7 .--' r• tl W a — .:- t- a 7 ,. ..t° rci 0 irc - ' a, a a; 'ii M - - BEAM B-1 BELOW LEDGER ANGLE a ( 5301) ---■--....__..) ' 1 !.4--- ------------ © UPPER . ' 1 li ROOF 04 I 'L'' m m F. I W12x16 DOUBLE TEE CONN, PER ' "' - W - -',a„Xi, -- 0._.. - 7,4_41-a.5 ° L ° ° ' .-z:° °•.° '1 ..> -.%,,,: ' °"' - ° ',,, :: ..'., °,, •°„. , , ' , ° , •• III BEAM B-4 -.................. - f MANUFACTURER, @ T-0" OC MAX • 0 0 0 0 • i ,. 1 Imma••=m3ammmmalggmaza•,•,•,,axwmgmm•••,_ a•mws•Emego,„:„zmw•mr,,mmmemk, I (3 . . V}MM#2•%Mg••• ...•••MMMIEM4SMe••-' wg•wwww•omme. • w 1 1111 /■ 111 1 BEAM B-3 1 I ak © LOWER 2-0* LAP LENGTH TYP 200 ROOF , • 200-5-301 ---__.., W12x16 I- , ,,, ,....„ wwwwwv,,, mma wwwwww,pwwwwwHwwwweggE•wm-,1 ■-_... ''.- - . 4 -4ii g i a- a a a a iiii ki °A a° Fa -ri° rr 6i rr - r-r . s sva- a., 3 rc 0 "a" Vi ii a !zi V.,', Z.,, A ii •-•°,-,, 1. 3 1/2. CONC TOPPING SLAB I o o o o o I W/ VVVVF 6x6xW2.9xW2.9 0 " mS'mmm0,:"I'g''"" ' '„•'''''":"" - 0wI'. 4 '. :":' "Im0 CL DOUBLE T.O. METAL u.i TEE DECK EL 192.50 — 111111 W12x16 , ' I , , ><, — - — - — - H • - - - . ' _, — ...,' ' ' , ' ' : "1. • ",p 1 1/2" MElLtL_____..........„1...--■ Ili III I - " 0 31 6 0 0 0 0 "A 7" , . , - „ L. :,,.. .,..' „ ,,,, - -•,-, j, DECK, SEE NOTE 1 I 0 0 0 0 0 I I c A CI Iii 1 -,< „ ' „ .1 i It „,' :',.0 Y, Z.. t, I',E, ,',1,'1. :: ,',,, & ,:? , .°:: :,;(:, -- •',..': At ,F. '.1 .*,:. L' ,,,,, ,„ , - :::t F. „I E. --"': • RI F-. I- -;aciri w.. za 63 i, 1 I A NOTE: 1 • " -- - ' 1 I 0. , 1- 1. 1 1/2" X 20 GAGE GALVANIZED STEEL DECK r... WITH THE FOLLOWING MINIMUM PROPERTIES: 41. II I I 0 = 0.201 IN /FT iii I I . = .222 IN /FT 2 I - 2 #4 EA SIDE I I Sp = 0.234 IN /FT i= T.O. PARAPET , EA CORNER OF OPNG IN , BEAM B-2 T.O. PARAPET ; ; Sn = 0.247 IN /FT I- EL 195.50 I I ; OF OPNG, TYP : TOPPING SLAB ; I BELOW EL 204.75 I I cm 0 .-- ..., I IN TOPPING SLAB I I I FASTEN DECKING AS FOLLOWS: o. c? BEAM B-5 ...."_;..... EQ EQ EQ r-T Li - PARALLEL SUPPORTS #12 TEK SCREWS AT PERPENDICULAR SUPPORTS- 5- #12 TEK SCREWS PER E IX I 1 1/V 1 1/2 • 313* PANEL SIDE LAPS #10 TEK SCREWS AT I . .... ,, c4 I S 00-S-302 I CO-S-302 F- < 18-10 1 a " I 411-1" I cl F- 0 ...1 a () C) () ot, ROOF PLAN -.R co tn 1/4=1-0 731 4° p") 1 A i0C1114*, S , yllitirty:s7 '.— .,#''''''r'../4X,'7,.. PROJ NAIAE: SHEET TITLE SHEET: 87 ° 140 DWG * 1 8 .19 DRN: MLR r FEB 2010 .: '' SI i Cli ■Iem CLEAN WATER SERVICES HEADWORKS CV DEW: AF owa c 200-8-150 PL°T AP THIS BAR IS ONE INCH CleanWabmi CH2MHIL 200-S-150 i L DURHAM AWWTF STRUCTURAL DATE: JUNE 2010 - c CHIC BH CAD FILE tk WHEN DRAWING IS FULL Oar comaltimout is clus PHASE 5B1 ROOF PLAN PLC #: )00C( z itrAtiM36 HEADWORKS IMPROVEMENTS cws mio LY, APR): LEC SCALE. AS SHOWN SCALE. NO DATE N APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 971239379 DESCRJPT1ON PROJ It: E REV # DATE DRN APPD U- _ Q 4 Q , I SPANDREL PANELS TO BE 14'-0 3/8 • 5' -5 5/8 • 5' -5 5/8 • 1' -9 4 • 5'5 5/8 " 5'5 5/8 • 1' -9 - 4 • 5'5 5/8 • 5' -5 5/8 • 3'-8 IA • SUPPORTED FOR VERTICAL LOAD BY ADJACENT FULL I I HEIGHT PANELS, TYP T.O. PARAPET EL 204.75 C -3/4" PANEL 1 I JOINT, TYP I ❑ WIND CONNECTION ,' -0" V -0• TYPICAL I I I TYP TYP I I _ 3' 8 7/8 • V - 1/4 • 8' - 3/8 • © ❑.. ❑ "❑ ❑ ❑, °. .❑ ❑ ❑ ❑ .❑ .❑ ❑ ❑.... ❑ . _ ❑ _ CONNECTION I I @TOP OF m DOUBLE TEE T.O. PARAPET SPANDREL EL 195.50 PANEL CONNECTION _ _ _ I © ❑ ❑ ❑ . ❑ ❑ ❑ ❑ ❑ ❑ _❑ _ ❑ ❑ ❑ 1 el BOTTOM OF _ o BEAM B-2 CONNECTION _ ❑ -- 4 TOP OF BEAM — „ ._.. .. I CONNECTION , N b Q BOTTOM : ❑ ❑ .. /- FOR PANELS OF BEAM B5 / CORNER SEE L3490) N 101/2• `V-tr / 1' -0• V -0• 101/2 " V -0• J rn ,' -0' IA I \ B'4• _ 1 1' -0• 1 1'-0 11' -0" 1' -0• 11' -0• 'N' -0" { I 1 I' ,,-0„ N , 1 r - . \ A / \ —Al A I 1/ CONNECTION, TYP HVAC OPENINGS, COORDINATE W / I MECHANICL DWGS I 1 I I I 0. I r 0. h NOTE: w FOR PANEL CONNECTIONS SEE 200 -S501. f I- r O 0. a 0 0 i O PRECAST PANEL WEST ELEVATION AT GRID LINE D id in r axis.= O 200 -S-140 a 2005 -150 I= v ro in N or M yy o ONN: MLR FEB 2010 ��: SHEET TFRE SHEET: 88 OP 140 - ■ N DSN: AF : 200S -201 �Iyy,, CLEAN WATER SERVICES HEADWORKS � o E JUNE 2010 w THIS BAR IS ONE INCH ♦date ;ervices C H2M H I LL DURHAM AWWTF STRUCTU — 200 -S -201 IIIVO CHK: BH CAD FILE ft. WHEN DRAWING IS FULL Z SCALE. oerauibae.,iseba PHASE 5B1 PANEL ELEVATION PLOt. )00CX NO DATE N APVR DESCRIPTION APPO. LEC SCALE: AS SHOWN DATE orsN APPO DESCRIPTION ,PTlON 2550 SW Hillsboro Hwy. Hillsbom,Oregon97123 -937 HEADWORKS IMPROVE PROJ END Q c ' 6' -0" T-0" T-0" 7' -0" 9 -7• ' WIND CONNECTION TYPICAL 0 T.O. PARAPET EL 204.75 i I i1 1 -0" 1 . - I m.. - . _...„ ........ - 9 , TYP I 1 TYP B CONNECTION AI .... x --i-1- -LR .. 0 - - - . .. , . .:......... ...... .... .1 . 1 r TOP OF ri I 1 I } s DOUBLE TEE i,_i I . -_ _. .. ... _ .__ __ , _-.h_.I I 1 T- 3/8' 6' -11 5/8 " 7' -0" 4' -4 I I WIND CONNECTION . I ............. _ -. _. -.. _. _ _. ,... .. TYPICAL I T O. PARAPET EL 195.50 ' I 1 II ' I ` . I Y. 0 ®_- _- W- w.�_ --Q-_ 0 _. -,_ __ -EL I II • CONNECTION I I (, , I '. @ TOP OF BEAM I 3' -4 I I I I TYP TYP I I I i I II I 1 I I `-- I • BEARING I I i CONNECTION, TYP 1 I 1 . I • BEARING 1' -0" TYP 1' -0" /" I I I N 1'-0" I CONNECTION, TYP i ‘I- EL 181.00 EL 181.00 oilM I 7 MI= A I i1 I I...., 'I I l I.. .w -- j L _.___. 1 1_, 1 I ,_ 1 0 I ......_.,. ....... ............... - ._.._.... ..,.............. 2 a 0 ci NOTE : FOR PANEL CONNECTIONS SEE 200-S -501. w 2 H H O J O PRECAST PANEL SOUTH ELEVATION @ GRID LINE 3 O PRECAST PANEL NORTH ELEVATION @ GRID LINE 1 1/4 "_1 -0 "" 1/4 "_ - "" 0 200 -S -130 C.i7q� 200-S-140 200-S-140 ' m 200-S-150 200-S-150 ui H Q 0 H 0 a c rA v ro r, 00 m °,2, Of,n PROJ NAME: SHEET TRLE. SHEET: O F DWG k: / ow, MLR DnTE: FEB 2010 CLEAN WATER SERVICES HEADWORKS 89 140 CN / -�� DATE: DSN: AF DWG k: 200 -S -202 THIS BAR IS ONE INCH DURHAM AWWTF STRUCTURAL PLDT JUNE 2010 �� H I LL PHASE 561 PANEL ELEVATIONS PLC k: XXXX 200 -S -202 Q CHK: BH CAD FILE k: I z SCALE. NO DATE N APVR DESCRIPTION Our COmW1000I i1 clew J APPD.LEC SCALE: AS SHOWN DESCRIPTION 2 550 SWHillsboro H Hillsboro,0 on 97123 -9379 HEADWORKS IMPROVEMENTS s 64 10 CEEEED REV A DATE DRN APPD Hwy. nag PRO, it E Ni II 4 Q 430 I S' ' 9 7" _ 7 _ 7-0" T-0" ' 6'-4" I 1 T.O. PARAPET I I I I 1 1 EL 204.75 I 1 I I I I WIND CONNECTION I I I ham^ 1 I ° _ TYPICAL - _ - ' ` ' 1 I TYP I I TYP I I ' 1 ri, CONNECTION _. ... - . .. .._ .. ...._._ _ . _ _ . .___._ .. _ ,^^ TOP OF DOUBLE TEES _.. 1 > 8'-4 1/2 " T -1 1/2" 4'-3 1/2 _ .jI.... 1 r r �. .�...._....__.�.w._.___...�._. �. �. AT �. �..� I t ♦BEARING CONNECTION I I I I AT BEAM B-3 / T.O. PARAPET j \ 1. EL 195.50 i `` . • 200 -S-502 i T -0" 1' -0" i I 1 : I : I T, P t 1 L �b CONNECTION P I I TY i �� a.. M.. -°° r OP OF BEAM t. © ❑ ❑ -0- 1 CONNECTION OP OF BEAM s; I # I, © T 1 T r > w. 1 - i ._ .„ ,..., _. ......,": :......... .m; .......,.. ._ I 1' I ! ' W IN CTION I 1 [ D CONNE N.\ 1 I ' - . - PRECAST PANELS TO BEAR : r TYPICAL ° I • I ON HOLLOW CORE SLAB 1 1 i i I a AT LOWER ROOF p 1 r 1 2 -11 5/8 " i I ; ^ .',I t CMU WALL BEYOND i ` I I I . ' j `:oNHECr+ 7 ViY 3Yw EL o 1 1 &: . . . • A A 7 A BEARING 18100; 1 — I ... .. I t 1 1 I ♦ BEARING I ---. I .....,.,. ... ___ _ . I l CONNECTION TYP • 1 1 • 1 -t 1 1 ' 1 illi S I I l I 1 vor 1 1 1 • --- 1 1 ,.... NOTE : I . _.. 1 • FOR PANEL CONNECTIONS SEE 200-S -501. I I N 4 W 2 F O e. D PRECAST PANEL NORTH ELEVATION @ GRID LINE 2 © PRECAST PANEL EAST ELEVATION @ GRID LINE B a 200 P9(1.04919. a 200-S-140 200 -S -140 m 2005 -150 200 -S -150 W I- Q O n_ c I v o co In Cr; el o f '�'� r N P ROD '. ' 4 o cant MLR NAME SHEET TITLE _ FEB 2010 CLEAN WATER SERVICES HEADWORKS SHEET OF 140 DWO C. Dare JUNE 201 DSN: AF DwG #: 200 -S -202 _ THIS BAR IS ONE INCH �il�dbez �� RHAM AWWTF STRUCTURAL P " 1 6-i M WHEN DRAWING IS FULL z DHK BH CAD FILE # SCALE. �� H I LL D U PHASE 5B1 PANEL ELEVATIONS 200 -S -203 " z : : Our a1♦ud „ 4 C' � P C #: 5 J NO DATE N APVR DESCRIPTION S J APPD: LEC SCALE. AS SHOWN HEADWORKS IMPROVEMENTS Cws t 1 - y REV # DATE DRN aPPD DESCRIPTION 255 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PROD, 64 ENG T.O. PARAPET EL. 204.75 18" DEEP PRESTRESSED DOUBLE TEE W/ • 3 1/2" CONC TOPPING ik 200-5-502 �� ------ 2003 -502 .: I I I I I I _ `� r 0 � .. _ .. ` .� .. .. _ . .. .. .. . I .. .. .. .. .. _ '... .. _ .. .. .. .. .. .. .. .. .. .. .. .. .. .. BEAM EL.C199.00 TEE (... 9 LL �/,7 I T `I , / , `.. NC BEAM ^ I EL O 197 T.O. PARAPET EL. 195.50 I © `,\ ,`\ .'... I SIM 200-S-502 ' : _ / BEAM B-1 f 1 1/2 METAL 2r �'r _ DECK / BEAM B-1 J N S T.O. CONC BEAM EL. 193.04 T.O. CONC BEAM AND s r METAL DECK EL. 192.50 1 I �1 / ? I ♦ 4 • \ �S STEEL EAM �\`O` _ PLAN / ,I BEAM B-3 8" CMU PARTITION �� 10' INSULATED PRECAST BEAM B-4 WALL W/ #540' OC a' �� PANEL, TYP VERT, #540" OC �� HORIZ, GROUT SOLID .• o ♦ FOR PLATFORM FRAMING, 'k jJ o SEE DRAWIN /100-5 - 401 7 FOR STEM WALL �� FOR DETAILS AT FOOTING DETAILS . ♦, STEM WALL TYP 200 -8-502 �� 200-5-502 ♦ f ♦ I ` .---- I T.O. CONC WALL T.O. CONC WALL EL. 181.00 .. EL. 181.00, TYP • • #5 ©12" EW, TBB, TYP EL 176.25 4' CONC SUPPORT � / v EL 176.21 . . \\ \ \ \V/� EL 176.33 SLAB REINF T DRY SHAKE HARDENER BEYOND T4" DRY SHAKE HARDENER THIS AREA ,. THIS AREA T.O. CONC EL. 178.00 #5 @12' EW EL 176.25 EL 17625 - T88, TYP EL 176.25 HIGH PT 1 . +... ` ®� HIGH EL 175.92 EL 176.33 4,1„.. \ —EL 176.00 EL 175.92 EMBED PL EL EL176.3� / _ I J r — EL 176.31 EMBED PL EMBED PL B.O. FTG EL. 176.50 `__ EL 176.00 I EL 176.00 EL 178.00 �., EMBED PL ,a,;,� T.O. CONC EL. 176.33 c OT664 C0 MI II■ EL 175.09 EL 175.38 _ 1 EL 175.09 COMPACTED GRANULAR FILL I I B.O. FTG EL. 173.50 COMPACTED 0 .0 PRECAST TRENCH GRANULAR FILL DRAIN, SEE( 2480 r TYP 3 PL 0 EMBEDDED STEEL PLATE 2 AND ANGLE, SEEETYP P r - 200 5-502 O SECTION 3/8 " =1' -0" o IS 1 200-S-140 200-S-150 di 1- 0 1 O J r a i c v . r4 co ar ol l ,sQtjex� 2 °RN: MLR oaTE: ORI° FEB 2010 PRO E' SHEET TITLE. SHEET 91 0 140 �" 4 o DRN: ALF Dw°a 200 3301 CLEAN WATER SERVICES HEADWORKS PL°T JUNE 2010 7 1;i THIS BAR IS ONE INCH D URHAM AWWTF STRUCTURAL DATE Q OHK: BSH CAD FILE x: WHEN DRA IS FULL CH2MHILL PHASE 5B1 t , 200 -S -301 14 ,,e. Z o�d..��.��.0 S ECT I ON NO DATE N APVR DESCRIPTION LL APPD: LEC SCALE : AS SHOWN HEADWORKS DATE APP DESCRIPTION 2550 SW Hillsboro Hw Hi Oregon 97123 -9379 HEADWORKS IMPROVEMENTS P , 6410 E,,G Eslamoin ri' ''. T.O. PARAPET EL. 204.75 — SOl 18' DEEP PRESTRESSED OUBE W/ drA )W - .$ 3 C TEE TOPPING 2. �k + ' T.O. CONC DBL TEE • BEAM EL 199.00 T.O. CONC BEAM / ,. .. EL. 197.50 ` l_ 1 T.O. PARAPET / a. 195.50 ` 1 1/2' METAL BEAM B2 BEAM B2 DECKING - - - T.O. CONC BM AND �' 1 INSULATED PRECAST PANEL,TYP DECK EL. 192.50 - ' r ' , i � - � 1 11' . . W12x16 TYP 3 PL BEAM B-5 200 -S-502 FRAMING, SEE 200SM -401 BEAM B•4 �� .. BEYOND BEAM B -5 I �� / FORWALAY i I \ AL RAILING, TYP COLUMN F2 COLUMN C-2 L ` 1 _ `� T.O. STAIR FRAMING STEM WALL EL. 18529 _ DETAILS© -t - EXISTING — 200 � � ' 5 -502 CONC - T.O. CONC WALL - - T.O. CONC WALL I / T.O. CONC - 411111111111 EL. 181.00 _ • - EL. 181.00 .77 LANDIN _ CONC SUPPORT,_ EL 181.00 -- • SEE / 3r )TYPE 'B' V J ` FOR PLENUM T.O. CONC SLAB �' REINFORCING, EL. 178.00 • N. _ SE a • #5@12' EW, T &B • 200 -5-501 EL VARIES - ._ : , its ie 85@12' EW, TBB ` - _. _. I :. w iii EL. 173.50 — LL 0 o PIPE ENCASEMENT, PIPE ENCASEMENT SECTION SEE (3317) BEYOND SECTION 3/8 -0' Di 3/8' =1' -0' 0 200-5-140 200-140 200.5 -140 2005 -150 200S -150 O a c co co ,:k0c O r V O G• `. 0 `� DSN ALF CMG zoo oRN: MLR FEB 2010 PRO.I NAME : SHEET TrtLE SHEET: °F. 140 met y °<, �,. + CLEAN WATER SERVICES HEADWORKS PLOT `F'x OC' : s sot DURHAM A W WTF STRUCTURAL DATE: L ti THIS BAR IS ONE INCH !`9___ (`____ JUNE 2010 i �+ WG I FULL ��1Gd�l +l ♦r" ►7G[YL7C'J H2M H I LL � 200-S-302 EXP. T2 -31-11 WHEN DRAWING moo 65H CAD FILE OW eea�ldeat b d ue E. NO DATE N APVR DESCRIPTION . PHASE 5B1 SECTIONS w APPD: LEC SCALE As SHOWN Oregon 97123-9379 HEADWORKS IMPROVEMENTS �a � 6410 ENORnA I REV DATE DRN APPO DESCRIPTION SW Hillsboro Hwy. Hillsboro, 18" DEEP PRESTRESSED EXISTING BUILDING DOUBLE TEES W/ 3 1/2" WALL BEYOND CONC TOPPING SLAB AL LADDER (.--) T.O. PARAPET EL. 204.75 I I I 1 I � 1 —� I I 2'00.5- 502TYp - T.O. CONC DBL TEE `� BEAM EL. 199.00 I T.O. CONC BEAM I EL. 197.50 I I � C I BEAM BEYOND BEAM B J BEAM B-1 - 777 . ._. ..„..._.._ ., '.'... ._..._- ..._......_ ..... ........ 10" INSULATED P PRECAST • BEAM B-3 7 1 1 TROUGH • SUPPORT COLUMN G7 .._ ..... ' «... COLUMN C -1 BEYOND �� } 200-SM-402 BEYOND I W , ; �i `" • '''''''''''' i \ ..,,,,,,,.... ,......,:..**,,,..,. \ T.O. CONC SLAB EL. 181.00 .,.,. ....... S .....__ t i ......._. _. _ .._ .. _.1... _ ._ ... .... ... _...._ __ . ....... ._ _... __ - . __ - .._ ._. ........... .. ._ _ . ._ ......... ..._. ... _ — ..I q s PLENUM CC f1 1 "" ,_ T.O.FTG ___ - - T.O. PLENUM FLOOR EL. 176.00 -- -- EL. 176.33 i LAP — "4— • B.O. FTG J EL. 173.50 a. 3 cl EL 171.00 III a 2 F FOR SLAB REINFORCING, i- SEE f a- NEW FA DUCT, SEE HVAC, WRAP DUCT W/ 1 1 SECTION 2 CARDBOARD STAYFORM c PRIOR TO CASTING CONC 3/8" =1'-0"' I; SLAB AND ENCASEMENT 2005 -140 i 200 -5150 Iii I- 0 I- O a_ c co v co cq to a) in I cm N 0. MLR o0.° FEB 2010 PRa NAME: SHEET Tom: SHEET: g3 °F 140 DWG t t nita o ° °ATE IN ALF owG 200-S-303 CLEAN WATER SERVICES HEADWORKS r °T DUNE 2010 LLj THIS BAR IS ONE INCH — �. WLres D URHAM AWWTF STRUCTURAL DATE: CH2MHILL — 200 — S - 303 3 01* BSH CAD FILE ! WHEN DRAWING IS FULL '�Fx c. �a ° SCALE. NO DATE N APVR DESCRIPTION Oar eemdtmetis dm PHASE 5B1 SE CTION PLC *. )000( APPD: LEC SCALE: AS SHOWN REV* DATE DM APPD °Es 2550 SW Hillsboro Hwy Hillsboro. Oregon 97123-9379 HEADWORKS IMPROVEMENTS °'A 'S 6 410 ' °" U. PR°J M. ENGP I il I 6'-5• • 3/4 ' 16-1" . . 2 CONC PAD, . I EQ ANCHOR I I I V-6 CONC PAD,/ C - - - p. TYPE 'B', TYP 2 - TYPE13', 3356 ) NOTE: ( 3356 ) 1 I ' 6-0* 1B-4" • VERIFY DIMENSIONS WITH 1 WASHER/COMPACTOR SUPPLIER. - - I ' - 4 - -r ' 1 1 0 UMW 1 -. - ''-'414188*01.10.11 TOS EL 184.79 ... ,. • 1 .• • kiiff :,/ : r 041 1 1 1 1 , 1 : ,, 1 3 - . ( .. I i _.,,,_ - .,,-, ± i . 1 • 1 / ,,, 51 • 141 ii . , - v- ..• 1 : ! _____-- k • m ;. ::: o n HSS4x4x3/8" . . -. • rn-'7 116111 L3 1/2x3 UN wir eb, I ii ... ; , A 4. I _ BRACE TYP --,, clitimmon g - . 1A . - - - -RI _ _ _ 5 TYP 12 PL CHEVRON BRACE AT 0. • .4 k.., . , BACK OF FRAME ONLY a '''xr: q ' - ' . ---- - - . . . . . ...1. '.•• -• . 5L ** I 2 ? ICC : - " I i i i i 7, ' • ----j- ■•■• ;- _ _ ----------- _.... i i ' k ' - - 1-------- ' , . z.-. i . ___ __________ ____ _ _ __,__,___ C :.„...:.„-w..„ „ .: : ....,,,......: - - ---------------- - - -- . -- ..._..._ .._ - i .. .• : I TRENCH •••‘18 • . - .... TOC EL 178.21 _... k . iii rril . • • 1 1 \ . i I S. : 7 ro ± . • - _ , 1 1 II i --I-- 1 9 . / - - - • -- , 1 g? ' ) I : I r --- * -- . ' Q e_ ! . - • 4 1 4'-5 1/2 • I . 2 1 1 °- • I i v " ...'... ---/-. --- -4 - - --- -I- - ---:1 .t , i , ...,r c - - - - - . I , , , . Loll I I • i e -.' I 1 IL I . , *P 1/2` I 1 1/2 " I 10*-5• i , . A■ 19 • • A SECTION AI I= 4\ 200-SM-402 LEVATED PLATFORM FOUNDATION PLAN 200-SM-402 ...--.., ...--.- 1/2".1 BM TO COL SAFETY CHAIN AL HANDRAIL Ilk CONN, TYP 5041 ) ( 5531 ( 5521B ) 200-SM- 414 C12x20 1 : _ ,.._.-- .7 . - =s / \ UPPER I I T.O. CONC ( 5566 LIGHT DUTY Fus , I , I FRAMING 2'-10" 1 V 6 TREADS 0 11" = 8'-8" I I 200SCRW0701 II EL 131.00 .• .• AL GRATING 1 I I TYP U 0 ', ' •N I I • . I I ••,. ,. , 1 ii 1..........i II. HANDRAIL ANCHORAGE =11111111Vitti0 I . C8x11.5 C12X20.7 STRINGER TYP 4 PL ! . . .• : • - /Ilk Il. • ( 5521H ) 1-YP I ' = 1.r. ./.1.1011.MONINO.M...11N.0 .411 /41.10~01 • . . . . 7 "- ' . ' "'"*- - ! 4 . I: i 200-SM-402 ..._.... T.O. GRATING EL 185.17 ll ' 1 1.1 • ' • WM* I ' . - - - . IMBE immi. la AL HANDRAIL l i ; 4L • 1 ''''''' • ' O''''' :1 71 e sf . ---f=riorilli I ■ ( 5521B ) 'i: 311111 '''' Mk. ' • ..'. II' 4.""'**'"'""". • • . inill MI 1 liw 6 . r , , - 1 i , . _ :.........._._ _ _ 20000701 I 11 11 MiT.117, 11111 r -: 4,o; ,1•011.1:=. ' . . .::, -'''''*-7 _i.19.9!=l1r= , l' , 2 I ..... .:5 ,h,„•5=s111110• ....B.BLFTB.•'• • • ,■,. . •_., . r .„.-.? • ow •■ 44r IIIIM ' t 11Wil III- i ' 1 7, 44 T. ... 1 .11 _ _ .„ ...''''.: 111111110Viii..... l '''- - - \- i ---L-----------1114i 2,19iimninswortne , .,. 'MI I , , , 0, 1 ie 110• 11111 11111 1 - t , ,t--- 1. L . 4y. TOC EL 181.00 _ I -- . _ 1 ri -H ÷'--- --- H1: 2 , r,;,.,,„ : -•:- /4111111Lv ' • NI .1 , ream ,,, ' , .., . di , __ . „..., ,_ .... lil .,, , ... ,_ , „,...,,,„„.,,,,,,,, .■ ''' -- - oilpp."lrtftiAllnii iv. ... 1 4atitz.._ - • ', re;e11 ._ ., '14nOMONL ........,KMOM,.. .:•:::. ...:.; , ,, ... , .., I- . lfee -46 •in, ,e i.,... ■...■,..■ .4t.1111 -iiiiiiiiiiiMillal 0 i , 1 0 200G0702 I • / ,,,' . -0-..• wesiMI-. f 3 e e § . AM . 41 1 9111 '1 i ihiik - ..' --, II - AC., ' . NM 6••= 1 , 1 t i , I ! ;!: . i ■ i . • : , 1 .1i lima • ' Niii,..--411 i 1 AL RAILING mei I TOP HANDRAIL p I i 200455402 . / 1 ' B L3 RA 1/ c 2A E 3 . Ty 1/2 p x 5/16" - .i. I i -1# , i. HIM 'I PROVIDE GRTG . ' - I L ilk i i , • / 5.> 1 c,1 ( 5521C ) / f, I -4. "--- IIMIli l * i l I it- - - - -9111111 I M1W TO MATCH 1 . . wile. . - '.c.., • . ' I k.."=2.;•••••""•".. ..-....-..., j , 1111111.1 PLATFORM AT =VII • -- di s Aim I T P ... -ii- I - _ - SPLITER BOX C8x11.5 5020 TYP . . I 20043M-402 c, I T.O. GRATING ---..... ) 9H ■ .- EL 185 17 - . 2-10" 11*_ 6 TREADS @ 11" = 6 1 l /2k I 2008CRW0702 41.0 7 EQ RISERS I = a, 200-SM-402 200-SM-402 -q ‘,-..... ....-.., COLUMN BASE PL ... AM LEVATED PLATFORM FRAMING PLAN ( 5001 ) SECTION 1/2"=1 cn C7149, 2 • ,,,,,,.i„ g DAN: MLR °RIG FEB 2010 PROJ DATE: IMI NAME CLEAN WATER SERVICES SHEET TITLE HEADWORKS SHEET' 94 OF 140 DWG #r 4 - CI o ALF met 200-SM-401 Tr2I JUNE . . id THIS BAR IS ONE INCH CleanWater C M H2HILL DURHAM AWWTF STRUCTURALJMECHANICAL -- 2010 200-SM-401 M CHIC: BSH P WHEN DRAWING IS FULL Ow amitamont is dur PHASE 5B1 PLATFORM PLANS PLC *I: ) < CAD LE* m z SCALE. NO DATE N APVR DESCRIPTION w HEADWORKS IMPROVEMENTS AND SECTIONS IDIEM=3 _1 AFRO LEC SCALE AS SHOWN zg, 04-10 REAR DATE DM AFRO DESCRIPTION 2550 SW Hillsboro HI.w. Hillsboro, Oregon 97123-9379 ENGR AL RAILING, TYP © v Alk I 1 -0' I T-8' • g _ v BENT SST TROUGH _ TO FORM TROUGH T.O. GRATING / E ;-y - BOLTED COMM EL 185.17 _ �- BOLTED CONN 1 , e i o \ STAIRS ( S ` - - )TYP co 200$`M404 ......_.-- m o I �� „ BOTTOM TROUGH w w ° 200 ._... BOTTOM TROUGH \\ .I 2., Ls. Q WP AT WALL EL 183.00 > ° �� EL 182.77 HSS2 1/2x2 1/2x1/4 EL 184.78 J.._. I�j.; T a. , yam .. �+, - -. ... - „-- �,.:.�,e�,... .,....�.�- ...,,.I,,'. . _ , i : v TYP - -..._ ¢ ' �. _ . .; 1 /4 I EA SIDE 1 I ... I : `. „ ` L2xDc1 /4 TYP EA TYP \i v ' v - - - _ __...._ ._ � _ _ _..._... - - -._- - r. -. -` - .. _ _. _ SIDE OF SUPPORT 1/41/ <EA SIDE I _� 1 �. —, �. _....J . �. ". � . :- ...._...._.- ... ..,_... _.,... _ COLUMN BASE I I 1 i -�' I_ ^ ... ... PLATE ( 5002 L2x2x1/4 TYP EA - i / _ g ; r$ . SIM, TYP /DEOFSUPRT ! , - I I I y - 4 . ____ ........ m TOC EL 180 72 h I = j - t = I ' a �',;; EL 181 "' 1 / 4x3/8 NOTES: -- - -. . - C7 v ...... -^ _ SHALL BE HOT D P E GALVANIZED f TYP HSS4x . 1 _ _ v AFTER FABRICATION AND PAINT WITH I - - • - _ SYSTEM 10 AND 4 AS NOTED IN I /// SECTION 09900 PAINTING. I 55°6A )STAIR / co I t I I HSS4x4, I LANDING CONN J SECTION 2. WATER/COMPACTOR SUPPLIER TO PIPE SUPPORT EL 178.21 4 *. `. - TYP PROVIDE SUPPORTS. 1 I I I I 0 1/2"=10”" '- I I , l l © I I ' • % I I _ ., v SST PL1/8 TROUGH I ( I CONTINUOUS HINGE LID TYP COLUMN BASE I I . -,... TYPE WA SWAGED SSTL OF H EA INGE & SIM, TYP' 5001 • -- SWAGED OPENING FOR 1 ` 2-0 AT ENDS 270° OPENING CONC PAD ,, NOTES: 3358 1. UNLESS NOTED OTHERWISE, STEEL TYPE 'g� ( SHALL BE HOT -DIPPED GALVANIZED . r AFTER FABRICATION AND PAINT WITH I I SECTION 09900 PAINTING. -�......... 2 1n' i 1' 2. WATER/COMPACTOR SUPPLIER TO O SECTION O PROVIE SUPPORTS. - - I © SECTION 200-SM-401 I I 1n' =7' -0" DETAIL -0' WORK POINT \ — CL BEAM I,° • i / r I + Akol. REMOVABLE .I ,, F+` i AL GRATING 3- /}� . � 41 TROUGH 11n' 1 tn- . , TYPALGRATING ' • • h. CL HSS POST 2. 1/ , ` OF EAM NW �. ./ BRACE31n ,/ _ _ _7 _ L :I _ ,1n' N CLR, , 4'1/4 y BOTTOM 3 X I L 1n BOLTS, TYP I m TYP 3/16 V < SIDES N \ � � i� `\ I i 0:5 2 - 3/4' BOLTS :L: BOLTS iii , TYP i i F -I to • - —+, FYI a PL 1n' CLR - - -• - - D 1 ' Oil WORK POINT ro I e� ° 3/18 ® �t � \ BRACE, TYPtn —�a �- l` I � 111 I ' 111 AP A ' , . 3/16 I 3/16 • 3/18 \(� —q, CL RAC 1n ��'�� 3/16 N a I 1 , . 3/t8 • I ` I .v W/ GORT�EJ( ° —'1_ \ '� i I �®,� ®� TEFLON GASKET w BY CH2M HILL .10 4� ` ( �� HSS POST I ENGINEER p I ' WORK PO '� i J I --�^- DETAIL SYMMETRIC a CL HSS POST CL HSS POST ABOUT ROUGH CL NM MI C CR DETAIL O DETAIL DETAIL DETAIL CD DETAIL co N 3' =1' -0' 3 - =1' -0' 11n' =1' -0" NTS NTS co N to oars: MLR ME' FEB 2010 PRO'I�E: SHEET TITLE: SHEET: 95 °: DWG '� _ /' S DATE: CLEAN WATER SERVICES HEADWORKS _ N ow ALF Dm #: 200SM -402 a°E JUNE 2070 tii THIS BAR IS ONE INCH GeaI \ r Services CH2MH I LL DURHAM AWWTF STRUCTURAUMECHANICAL 200 -SM -402 �' `" a ....- CHIC BSH CAD FILE S: WHEN DRAWING IS FULL Ow commitment is elsu PHASE 5B1 PLATFORM SECTIONS RCS: 1000( E SCALE. NO DATE N APVR DESCRIPTION �Pro: SALE: AS SHOWN HEADWORKS IMPROVEMENTS AND DETAIL LL REVS DATE DRN APPD oESCfS P710N 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9 379 p 06.6410 ENGI Y� - r a� "� ■ ® FOR OPNG THROUGH 52-0" TROUGH FLANGE TYP TROUGH JOINT POST BASE PL FOR PHASE 2 EXST PANEL FUL TYP — SEE/) TROUGH 1 PEN L ( 5002) CONNECTION D SUPPORT , 3 • . , ,,,,, .,... . - I ::too L 200-SM404 , , : : L.. : i ri,--- ,.: BOTTOM TROUGH ... _. — - • 33 - -402 11 110. , ,, _ . . „,..: . < I7,,, to i „M ..,. 0 0 ., . LIII ..?:•::: ;,,,,. : , - cr '1- :,,', , ,... '‘,,,, :.',' 0 0 0 0 „: ;:- ,f7, , 3,, , g_ 1 , R, JA ,--; % . .'• ! - ! _ . AT WALL EL 183.00 2004M - , ' ...„ ..... ...„ ...„ ... . . .... ,1,,r,„.1 II , . ...„..: ..„ ..,,.:,„,-..' - • i i I , 1 1 .1..1,.i.,i._____J_..: :. ...._..... _ ,, . , 11 . , . . . . ..1 . r , — .._ — — — — — — - I — 7 - BOTTOM TROUGH EL 183_51 t`• . 1111111111 ''..!! ii It . 1 ... . .... „..:..:. . •„, ,:::, "-- ; i ; --- 7 ^ w . : ; , , -- m ; 2: ,,,, ,. p, m p, ry p,„ „FT, ,<= , =1 ; .?:- =;;I m M 1.1: , '1. !.q II. "Is: t3 I1 ..,;.= •••.==] iii= ., ,•,.. I , 1 ' IL 111 41.6 - -. ,,,, - ,,, =-===• ,,,, -)=Ar ' ...-=.=-. ,,, =- 1 ■ ,4, , - , • , 1.„.-.], :„ 4.1a. <=7.-=..77 " === , ..,:=T.".1,_ ,..,-.1.,.. EL 181.00 — • • ,„. • „ • ....,,,„......... _ II Mil 1 1. ' ' °. ' 1 010 MI , 'ri • 1 : f Oghi , ,) , fl 1 tpn 0 J.:1_,.! ; ' ,,,, ,„ ,: :, i.. 1 . - .. l'. _,J....a,•;._„;„„Li..„L„...011 .. , 11 : — —41-,11-• ---.1 H, ii NIP r :. , ..„„„,„ „.„....,,,.....,.. :„,. „.„. ,.„,,,.„,..y......„....,..,..... , ,.._.......„,„ , / ' ' ' ' II 'I I /AI: .. I / I i ' : ,',§ i ' Y II 0 '` • I II ' 1 . 1 • ' II . SUPPORTS AS 1 I II '<. i ll 1 4 1.;U: : i : /: !II 1 PROVIDED BY H I H I II I I I:i . II, , . _: i , I • . TROUGHS AND if :1: 1 WASHER/COMPACTER i i I !I, ,1 I II 1 :: I ! II I I•. %' , I SUPPLIER / - ir i-II 3 1 I i 'Hi . iI,: 1 ' k !! II '/ / Ili' ,: It t I I; 11‘ ll I = 4 1 3$ i :i 1 ' : I! I r r I I II : ...:11q l l i in: • 1 i I , 1*-8 •-0” 4 •-8• 9' 9 10 V • 1 0 SECTION 0 , ., , : , : y ,, .., .. •, 1 S-0' e = T-ee t__J 74. i : 6 3 zifr , ',.. 6'-3" = , 3 = ... j , ,r r. SUPPORTS AS . \ TROUGHS AND I \ i i i 33, '''.., 3 • , I i :i • . '3 :, PROVIDED BY . • ! , I f ' \ WASHER/COMPACTER r ,, j — 1/8" STAINLESS : i i STEEL TROUGH i , INSTALL HINGE / =, I 1 I 1 SUPPLIER ON NOFtTH SIDE , COVER, TYP . • , , , , N . I ! • I ' i .. N 1, I . i I ; • ' , ?V - \ .., , - . ,...._, : ,.:. ___. . ..,...,,, ..#• '-' „ ri ti I FOR OPNG THROUGH Alik • 1 1 3 ' ,.. .:„ , EXST PANEL, • ... — . . 1111 ' ; — — — — - . , t.dli; 34 .„. 7, ,,, , „„. „. „. 1 _ ,, , , 7, „L.= :,,,.. ,... • : ' : .,... : T 4 , .., ..,.. .. . ... ..- ,, ,13 ,, 00., ..- .,,,, . . -..,. . ,,,,,,, ......,,,,„: ,,, ,1 , • , : : ,,„ , ' ,, ,...,....„- — , 1 ' , ,„,,'' ...:,..- . 4. . ..., . ...., ... . ,.., ... ,.,.::, ,,:.. u? i 1 I 1 :—.... e::.12 sax oft oft ma ft ow ft oft ft oos oft ••,: . ,, . i , — I : . • ma so,, m a m. m em isto .,. „ .. . •,-'... ,- ' il ,, : ( 1 -4;. ;S:,,, - ' ) A ' ' ' '''' 4: . ' . . •' li 1 : , •?, .,,.... .., , , Ow , ,, , ; 200-SM-404 ..4 3.4 i 8, „,_ , , ., , .,„„ ,.,„ „,„, ,,,. „„.„ .„„„„ „ .23,.: ,. • , : ■._..... f . , ;—• '''' : :88 . . . .3 3. . SEM 3433 .1, 3,3,3 FE. kitS 37 ,, , . . #'.. .I. we au ise ma Ws Mt NW :1.. _ • Ka ass. Ns feAtr iser we Nee NM Plgt SOIN 1 , : ,:. 1 , r - „7,.._7`,.iff'._ - _,:'. r.... : „,:pi_.• : . / r • 1 — ,••• • . .:. , ..:•.: .,,,,.. =, ... . „ , . 1 , -. • • : , , . . i ilak! qr rrill•tiiiti i iiIIITIriii 1 I riti II t!titir Hi i fii..;rir, ; jitqfp10110401***Vi#40404#14 - ,. i • WIC 1 l't 1:,.W . . ... .... .... , , . .. . . • Itotaufiffittottitonautini, ,:-....--- . ., ' - .irritwitiwitiminwirim , : d041.10.t..011, • -- 1 , Allik 'i i m iL itt....„• ,,... ., • • itii, Wit'Aidt ; ;, I '‘, : OP ktil tt; .;,1-1 . . 11 . 1:!: , ti.. it :;;U: . , 2 - - - - I;;;: ; --"H . : rjimw_... . i 7411 .114144144141:11414444144444 i . i 1 ailli /410:. . ' • ' - ' — 1 . f , \ : 1/4411414/.14444141111 : 6 ** : ......., - <:: 1 . 1 0. 0 % .. . - . , 1 "'A - - ' - ', :.:. .„.. „:„ ..,,,,,:".:".: . 10.- . r . IM „. , .... .„ . ... .... .... , .,. ... NN• H ta I .. :,, • ii: .. ... ,..•. ,_ ... ....„. ,,,, ... • i \ , T „1 ., 7-0" I i / . II ' _1 I '''.: .' i - ' 0 11 ) I I3:.:1 941: i \ : , : ii ... : iii 1 [ 11 r: • til : i \ ' I 11 h,, I I ,.. 0, ! \ 11.! '1,1 ..,:: i d ., f I '...,. 1 i 1 \ 1 , MI 1 . f . , . 1 \\: '1 • i ° 1 11: / \ 1 V ak ; 1111 i , / \ iN . , , .•• ' - / i 0 I 1 P . • v te---1 f \ . . \ \ . . TROUGH PLAN 1/2".1 1 = F 1 74 g cc, .iii : / {..1 I iii i=i ' • I- 4:i i / \ I i , 1 1 . . : . i 1 , i 1 Fl 1 < IM I . . , .,/: . , 9 • a_ :,....--) to T5 ot; el w Fr, ol ,..., 1 0 I 4 ." CT PRO NAM SHEET TITLE. SHEET: 96 Gf ' 140 DWG P • 2 MOE MLR ° 0 74 : FEB 2010 4011ti ■ j1 CL EAN WATER SERVICES HEADWORKS o . ,,,,,.....` CR DSN. ALF MONS 200-SM-403 'fL,c2i . • • ' THIS BAR IS ONE INCH CleanWalerirServices CH2MHILL DURHAM AWWTF STRUCTURAL/MECHANICAL v.,,,, JUNE 2010 200-SM-403 GM BSH CAD FRE ft: WHEN DRAWING IS FULL Oar commitment is her PHASE 5B1 TROUGH PLAN AND SECTION ,c. )000( c Z SCALE. NO DATE N APVR DESCRIPTION LIE:= HEADWORKS IMPROVEMENTS _ ORO DESCRIPTOR 2550 APPD: LEC SCALE: AS SHOWN 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 p c ' #.6410 ENGR FtEV N DATE APPD U_ . 1/8' CAP PLATE, I SEAL WELD ' I `= 1/4' SST PLATE WASHER/COMPACTOR SUPPLIER TO PROVIDE k, III II\ r TROUGH SUPPORTS ` / / 3 - 1/2" DIA SST ;•, I ° .I BOLTS SST TROUGH �, __ " ` I 3/18 HSS SUPPORT ' 3/16 Pr I � 0, TROUGH SUPPORT CONNECTION 0 0 '• O 11/2 "_1 -0" 1111110' ,II► /% J 1 3/16 I ' GENERAL CONTRACTOR 1/2" SST ANCHORS, `4 ; PROVIDE STAIR AND o EME AND EPDXY, V\ / , �1 GRATING PLATFORM EMBED 4' MAX I GALVANIZED Y , prl lV '� 144111\I I III / CORE DRILL OPENING ' CORNERS TO AVOID _ /' 4 0 C8x11.5 CUTTING ,, Ill * VERIFY DIMENSIONS w Ze I A I II \./ WITH TROUGH SUPPLIER. OS -> ~ WASHER/COMPACTOR I- •2 -0" I O SUPPLIER TO PROVIDE a SPLITTER BOX o I a TROUGH OPENING THROUGH PANEL 3/4' =1' -0' iu a 0 1- 0 0_ FULL PLATFORM /BOX FRAMING VIEW v NTS m m IC W m a �, CTU m d DRN: MLR w :: FEB 2010 PRO'i SHEET TITLE SHEET 97 DE 140 DWG A. . ° ■ „, CLEAN WATER SERVICES HEADWORKS N DSN: ALF DWG 200-5-404 / v�� ci_ -_ CH2M H I LL SOT JUNE 2010 ° w THIS BAR IS ONE INCH ' `�' Waller S DURHAM AWWTF STRUCTURAUMECHANICAL DATE 3 cHx : BSH CAD FILE .: WHEN DRAWING IS FULL OW a..Id..1 200- SM-404 �" "` PHASE 5B ISOMETRIC FRAMING VIEW P�Dr.« SCALE. NO DATE N APVR DESCRIPTION AND DETAILS APPD: SCALE: NONE REV ft DATE oro� AP PD OESCwPnoH 2 550 SWHiIISIxxnHwy. Hillsbav,Oregon971239379 HEADWORKS IMPROVEMENTS c „� sa1D ENG LL f . : • • • is , , , _____ , , .... ..:.,__:: • I . . ------------,---- r ✓ ! , , : 'if i r T''r"r"I'''' "T PIPE ENCA8 1'T ✓ .✓ '°' , j -mr 'rna - - ••'e •' - - - -s - - ,, - --a - -- — -- ar-e - - '° . f " a f r CID 1113 i f r r r r., a 1_ d , ' r r e . 1 • I ° ' ' I i a __ tt 111 IN r ✓ ✓ ✓ j 1 ICI i ,. I II !: I I ✓ '� - a, r �- fG1 ,� `^ Imo s I`' •? I . »w-w —_ r I � kA _ ! i .:1 _ I d Y - r � Prlil i : - 7 I is ; i _ r .... "`. i I. _ — I ! ° r — 3 w - _ .. . _ . —� k „,,,,,,. '. "� _ _..' —....` i '- ~ •w - _....„,„ '^- -- - _ "'. ,_ 1 MANHOLE AND '� >, w__, ^'^ -- �l - �„„_ TOP SLAB INVT EL 168.50 200 -5 -504 'ti N. `" 1 '� i , • Q 1 / w o S R ., h *, ti a M ` , l a 111 �...._..._._._..,_... „_...._ - _ \ — . .. ,.... _...._., .,.- N V ,O W f Q H - A DRAIN PIPING PLAN O • M 200 -S -140 0 5' a-00 - 5et -1\1b 4 (2 owr. MLR oRro FEB 2010 PRO NAM SHEET TITLE' 98 140 DWG# SHE OF' , N Mk ALF w 200 -SM-410 II I CLEAN WATER SERVICES HEADWORKS PLOT JUNE 201 di THIS BAR IS ONE INCH D U RHAM AWWTF STRUCTURAUMECHANICAL GATE CH2 200 —SM -410 14 , * P HASE 561 ENL ARGED PLAN PLC# XXXX t ' t CHIC BSH CAD FILE WHEN DRAWING IS FULL Our commitment is clear ft SCALE. NO DATE N APVR DESCRIPTION 61 __J APPD: LEC SCALE: AS SHOWN # �� one APPD DESCRIPTION 2550 SW Hillsbo Hw Hillsboro Or egon 97123 -9379 HE ADWORKS IMPROVEMENTS cws 6410 ENnR LL L SPLITTER SLUICE W 1/4' STAINLESS BOX TROUGH TUBE STEEL / E 4/ A L ,TYP UPPER FRAME STEEL BOX BE STEEL E EL 184.79 / ___ __... ,i SLUICE TROUGH V-8' SQ ACCESS SPUTTER --- - — - _.._'- -- - -- --- -- -------- ""- - -- DOOR. CENTERED, i BOX /441 Milli TYP BOTH SIDES 181.53 . i if 181.53 I ,..i.i- ..N / INVT EL 182.78 II 1 ® � INVT EL 182.27 I m / -11,11 _...... 180.77 ` \ GATE ORIENTED _ / 45° FROM SLUICE WASHER/COMPACTOR 182.27 CENTERLINE, TYP SUPPLIER TO PROVIDE `' SPLITTER B — _... _...... ` 180.14 _... 182 O ® ® 182.27 ® 182.78 1% 8° OVERFLOW 'I PIPE 47 TUBE STEEL �� Q' I�I1 ... IS/ 11 LOWER FRAME '° i TUBE STEEL ° f n ,• O FLANGE CONN Y00SM _40P LOWER FRAME :. Ifr. SECTION DETAIL . .4. 4,____ !. 7 ___ _____. _______.___ 3/4"=V-0" 0 NTS I N/ w .a a Y__,.__ 1 „ &. OVERFLOW WEIR, TYP EACH SIDE 2'48' PER MFR EL 184.79 Q Q EL 184.25 4 AX I v OVERFLOW WEIR, ' 111J TYP EACH SIDE \� I TUBE STEEL I UPPER FRAME ENLARGED PLAN EL 180.80 It 3/4'_1. -0' ice\ 200-SM 401 � /) A' � .I\ o a P i OVERFLOW / T 111111 NOTES: °4 `0 1. PIPING NOT SHOWN IN PLAN FOR CLARITY. 2. PIPING, GATES, EQUIPMENT, AND EQUIPMENT PADS NOT • l F SHOWN IN SECTIONS AND DETAILS FOR CLARITY. `' J a 4Ir C ` � i co SECTION DETAIL 3/4° =1' -0• NTS co N om: MLR aG FEB 2010 PROD NAME: SHEET TITLE: SHEET: gy OF 140 DMO `' /".!,<C";\ •. a 4 ° DATE: C LEAN WATER SERVICES HEADWORKS a DSN: ALF DWG /F. 200 - - 411 PLOT JUNE 2010 f di THIS BAR IS ONE INCH �� ater-1 [� ry es DURHAM AWWTF STRUCTURAUMECHANICA G WHEN DRAWING IS FULL �� Q' -'- ” ��2M H I LL RATE' 200- SM-411 _mm / CHIC BSH c�DFa.E PHASE 581 ENLARGED PLAN, PLC r. ear Z SCALE. NO DATE N APVR DESCRIPTION S ECTIONS, AND DETAILS cwj. ET,,,_,. - nPPO: SCALE. AS SHOWN HEADWORKS DATE DRIP ,wPD DESCRIPTION 25 50 SWHitlaboroHwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS � soo EHGF LL 6 O ALUMINUM RAILING "�"` ip " #6 a 12" EW, CTRD 112" PJP 6 - #7 VERTS, HOOK INTO BOTTOM SLA I REINFORCING Wal EL 181.00 #4©12 "TIES — ° DOCK BUMPER _ ... _..... _ ..........._.. __. SEE ARCH } #6 12 EW, CTRD ,• 1 , -9 " I. PLENUM EXISTING BUILDING • WIND PIER #5 as 12• EW, T &B 1/2• PJF, TYP O 1 1/Z =1' -0' EL VARIES, SEE PLAN • • • • • EL 178.00 • • • • • • • • • • • • • • • EL 173.50 CO INDOOR PLENUM 3/ " =1'-0" CONC BEAM TYP 3/16 1 L4x x 0' -10" 10' W / (2) 3/4' DI x 1' -0' fE 1 3N 8' x 2' VERTICAL SLOTTED LONG DBA ©6' GA HO FOR 3/4" DIA HS BOLTS PL 3/4'x8" SO W /(4) 5" CTRD. TACK WELD HEAD OF PRECAST WALL 3/4" DIA x6" LONG EMBED SAME LTS TO 3116' x 3" x 0'A" WASH PANEL 2 HAS lt5" GA EA WAY LBx4x 1/2 x 0 AS BOTTOM 3/4" DBA WELD NUT a LONG (LLV) OF BEAM BENT PLATE 10 x 6 x 1l2 x 0'-8" LONG BO (LLH) ER PL . U O PL, TYP 3/16 / DBA _ 8" GA c : 3/18 I TYP g ��I� IHi FILL W/ PLOWABLE SLEEVE ®� ° PRECAST PANEL E GROUT a AT EVE NUTS I " 1 , IC j `� L7x4x1 /4•x0' -9' (LLH) CL 13/1 ■ x 2 V SLOTTED , I II ! 3/4" GROUT JOINT ° T YP I y HOLES FOR 3/4• DIA HS BOLTS EMBEDDED PLATE BY 5" CTRD. TACK WELD HEAD OF ��_ PRECAST MFR, MAX, BOLTS TO 3116' x 3" x 0'-8" WASHER PL SEE NOTE , ;: ::;;:ED PIN PREPAN CLOSURE WALL CONC WALL O a SECTION AT TOP OF DBL TEE OR HOLLOW CORE SECTION AT BOT. OF BEAM NOTE: HORIZONTAL LOAD: c WIND = t 2,195 LB (SERVICE) v SEISMIC = t 941 LB, BODY OF CONNECTION (SERVICE), ao - ±1,228 LB, CONC ANCHORS (SERVICE) O WIND CONNNECTION - TYPE 'A' O BASE CONNECTION - TYPE 'C' m I 1112" =1' -0• 11/2" =1' -0• 'cgi Cr(J6t $ c ' Vi i'' : ' + k ' ' . e a oRN: MLR g E: FEB 2010 PROJ NAME: SHEET TITLE: SHEET °F : 140 met Z ti. N. o CLEAN WATER SE RVICES HEADWORKS , � di ow AF DWG IF 2005 -501 THIS BAR IS ONE INCH w[ DURHAM AWWTF STRUCTURAL PLOT JUNE 2010 1 ' * F WH E N DRAWING IS FULL DATE: 1, ` Te • CHK BH CAD FILE* Our r>..•1ra� C �"�2 �"� 200-S-501 P HASE 5B1 DETAILS PLC r. X XXX z SCALE. NO DATE N APVR DESCRIPTION J APPD: LEC SCALE. AS SHOWN HEADWORKS IMPROVEMENT t' # "" LL REV* DATE DRN Arco DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 PRO.I ft: En AT BEAM B -2, PROVIDE STOP INSIDE TYPICAL WA •RNER 3 - #7 EQUALLY SPACED ON FACE VERTS REINF. SEE BOTH VERTICAL FACES PRECAST ®i @ PILASTER VERT REINF PANELS 1- ADDITIONAL #5. 10" PRECAST PANEL SCREEN WALL EA FACE UNLESS 2" CLEAR NOTED OTHERWISE H EL 187.50 I #4 CLOSED STIRRUP, EL 781.00 -- 2" GAP ABOVE #4 CLOSED TIES, ELEVATION = SEE TYPICAL FRAME � SEE TYPICAL FRAME 10• TYP (8• INTERIOR 181.00 '� 1- ELEVATION FOR I #5 @ 12" EW, CT RD I SPACING FOR SPACING • • � � S A FOR ' @ BLDG CORNER o TYPICAL COLUMN W COLUMN WIDTH DEPTH VERT I. PLAN 12 EW E F FINISH AND 1RADE, VERTS 1 1/2' CLEAR, TYP REVEALS SEE CIVIL PLANS �► REINF C -1 23" 23" 16 -#8 • 1" CLEAR BETWEEN LAYERS • C -2 1r 17" 12 - #7 CAST WALL BELOW ELEVATION #4 COLUMN TIES 181.00 INTEGRAL W /BUILDING @3 " QC_ IN PILASTER - _ EL V ARIES FOUNDATION WIDTH I I WIDTH I SE E PLAN #6 @ 6" DOWELS Y' LAP W/WALL VERTS #4 @ 12• SHEAR REINFORCING I ATTN WlTIES TOP BOTTOM GRADE BEAM WIDTH DEPTH START ZONE ZONE ZONE ZONE ZONE END T &B REINF REINF SIZE SEE CIVILi °_ "i:GRID 1 2 3 4 5 GRID B -1 16" 28" 6 - #8 6 - #8 #4 GRID A 9 6' 9 @ 3 17 @ 6" 17 3" 30 6" GRID D E L 17 3.50 [_ .4 EL 174.50 B -2 16" 28" 5 - # 8 5 - #8 #4 GRID 2 21 @ 3" 12 @ 6" 17 @ 3" 4 @ 6" 38 @ 3" GRID 3 B -3 16• 28" 6 -#8 6 -#8 #4 GRIDA 7 @6" 17 @3" 15 @6" 17 @3" 30 (�6" GRID D B� 12" 20" 3 - #8 3 - #8 #4#4#4 4 GRID B 25 @! 3" t @ 6' 17 @ 3" 12 @ 6" 21 @ 3" GRID C B -5 12" 20" 3 - #8 3 -#8 #4 GRID 1 74 @ 3" - - - - GRID 2 NOTE: 1' -0" 5' -0" 1. PLACE FIRST STIRRUP 2" FROM FACE OF SUPPORT, TYPICAL. 2. PROVIDE STIRRUPS AT 3" SPACING AT LONGITUDINAL REINFORCING LAPS, FULL LENGTH OF LAP. O PILASTER O BEAM AND COLUMN REINFORCING O TYPICAL WALL FOOTING O EXTERIOR SCREEN WALL • 3 1 - - 10" PRECAST PANEL, SEE 200 -S -301 WELDED WIRE FABRIC � 10" PRECAST PANEL, SEE ELVATIONS FOR CONNECTION ELVATIONS FOR CONNECTION 200 -S -302 - n 10• PRECAST PANEL 200 -S -303 #4 @ 12` • ~ ''�\ 3 -1/2' TOPPING PL 3/4" x 8" SQ, SEE Il WELDED WIRE FABRIC SLAB �� K • 200-5-501 #4 @ 12" 1/2' MAX SID i _ EW CTRD I 2 - 3/4" HAS BOLTS AT 5" OC, 3-1/2" TOPPING SLAB 11 PRECAST 3/16" \ 6" CTRD ON ANGLE. BOLTS INSTALLED DOUBLE TEES 3/76" 2- 3/4' SST IN STANDARD HOLES IN ANGLE, TACK WELD HEAD OF BOLTS AND 3/16" x 3" x 8" po - #4 @ 12" EW CTRD N THREADED RODS PLATE WASHER AND EMBED PLATE L6x4x1/2 x 0' -8• (LLV) .I -4 6" GAGE, PRECAST DOUBLE 1/2" �/ 1/4" PLATE STIFFENER, ■ : @ ROUGH BOLT WEB TEE ;') 1 , a .II GALV CENTER 1 1/2 " � COORDINATE WITH 1 1/2" METAL DECK P BETWEEN BO PRECAST MANUFACTURER 3/16 V 1 1/2" GAP, NO ' TO AVOID PRESTRESSING INSULATION i._.- EL 193.04 BEAM B -1 BIRD DETERENT ON IN GAP ,� BEARING PAD CONCRETE AS REQUIRED BEARING PAD COMPACTOR ROOM N /�� BEAM B-3 BY PRECAST AS REQUIRED rm MANUFACTURER 2- 3/4" SST BY PRECAST • 0 I L4x4x1 /2, SEE ADHESIVE ANCHORS MANUFACTURER 200 -S -501 O I �i @ 6" GA., DRILL AND SIM BEAM B -1 EPDXY, EMBED 6" GALV PL1 /4'x4 "xREQDxO' -9" BEAM B -2 O pi PROVIDE CONNECTION (g ALL EMBEDDED CONN ® DOUBLE TEE LEGS STEEL BEAM EL 191.00 BEAM CONN ®i w — R N El / \\ n Y HOLD CMU WALL DOWN � . FOR CMU CONN, SEE r- AT BEAM _ a PROVID E MINIMUM UM ION, ® 20= a_ PROVIDE PRECAST SLAB DOUBLE TEE BEARING CONNECTION DOUBLE TEE EDGE CONNECTION 1 '+ p r NOTE: v Ili LINTEL DECKING SUPPORT 200 -S - 301 #4 x 1' -0" @ 2' - OC - - ui ® • NOT SHOWN FOR CLARITY. 200 -S -302 P IP 200 -5 -303 SST BENT PL3/8"x2 5/8"x18" 1- W/ 1/2" x 5" DIA HEADED ANCHOR OJ STUDS @ 2' -0" OC (STAGGER 2 ROWS) PARTIAL PEN a F PRECAST CONNECTION AT GRID 2 ; 1 it . I w 200 -S -301 t 3" 3" 1 NOTE: . SUPPORT PLATE IN POSITION 0 200-5 -303 200 -S -302 - - -- AND CONSOLIDATE CONCRETE 9" ® BENEATH PLATE. a I s TYP SLAB REINF 2. FOR STEEL PLATE AT EXTERIOR APRON, ONLY FLAT PORTION OF PLATE TO BE INSTALLED. 0, EMBEDDED STEEL PLATE AND ANGLE 10 co M - O) M N A Y *� ,,1 a SRN: MLR DDATE, FEB 2010 PRO SHEET TITLE' SHEET: 101 OF 140 DWG*, 145.i' - CLEAN WATER SERVICES HEADWORKS 0 N 0.RN: AF DwG #: 200 -S -501 DATE: JUNE 2010 di THIS BAR IS ONE INCH CH2M H I LL DURHAM AWWTF STRUCTURAL 200-S-502 < WHEN DRAWING IS FULL Q CH K: BH CAD FILE #: Our Commitment is clear ( ¢ �' 99 PHASE 5B1 DETAILS PLC #: xxxx Z SCALE. NO DATE N APVR DESCRIPTION J APPD'. LEC SCALE: AS SHOWN 2550 SW Hill H HLllsboro, O Sn 9 712 3 -9379 HEADWORKS IMPROVEMENTS C'A'S 6410 LL REV to DATE DRN APPD WY ro9 PROJ R ENGI - O O EL 204.75 I 10 " PRECAST PANELS I f 10" PRECAST PANELS BACKER ROD • AND SEALANT, TYP 1" MIN, EL 199.50 1 112' M' 2- ADDITIONAL FULL HEIGHT Illf VERTS © END OF CMU WALL ZONE PRESSURE PRESSURE AT SEISMIC _ EL 195.50 AWAY FROM DISCONTINUITY DISCONTINUITY N - + 23 8.76 .50 PSF 1.5 PSF O - A PSF 3 1.58 PSF • * 13.60 PSF O NOTES: EL 192.67 1. LOADS INDICATED ARE SERVICE LEVEL. 2. PANELS MUST BE DESIGNED TO TAKE 1" MIN, 8" SOLID O WIND REACTIONS FROM DOORS —147 1 1/2" MAX GROUTED I ' CMU WALL BACKER ROD C - _ I _ _ AND SEALANT, TYP PLAN PLAN EL 181.00 EL 181.00 TALL PANELS LOWER PANELS ___./1 O CMU WALL END CONNECTION © PRECAST PANEL WIND LOAD DIAGRAM LENTON BAR END TERMINATORS STIRRUPS NOTED LAP TOP BARS TERMINATE COLUMN REINFORCING EXTEND TIES FOR BEAM REINF @ COLUMN, TYP� IN SCHEDULE MID -SPAN W /HOOK OR BAR END TERMINATOR FULL HEIGHT OF COLUMN VERTS — 1 1/2" METAL DECK I LAP CONCRETE LENGTH, STIRRUPS @ 3" BEAM B -3 _ L EL 192.50 MI — LINTEL ANGLE, L4x4x1 /4x0' -6" SEE : W/ 3/4" DIA x 1' -0' DBA, NOTE: D COLUMN RENO LING p —! /441 CTRD ON ANGLE 8" CMU WALL I ai f.�Bl 3/16 2 2 - #5 HORIZ 3/16 V a AT CONNECTION i It - 1111 4111 11 L4x4x1/4 x 0-4" AT -0" O.C. W/ 3/4" DIA MECHANICAL N ` 6 A DRILL AND N. CENTER REINFORCING I ANCHOR, EMBED 2' ED 6" MIN. CENTER SPLICE 4 ANCHOR IN 2" DIA HOLE, PROVIDE 2 1/4" x 3" SQ PLAT WASHER p I- aim - 1 J O a TYPICAL TIES a @3" O.C. CONCRETE BEAM o TYPICAL SLAB O © TOP OF CMU WALL CONNECTION TIES @3 "FULL HEIGHT Il ro CONCRETE COLUMN w 1 " =1' -0" OF FOOTING DOWEL a I- O J a O TYPICAL BUILDING FRAME O ISOMETRIC - BEAM /COLUMN CONNECTION - o co co u) oI m M I , n ORIG PROJ NAME: SHEET TITLE: $ ! P'%A D RN : MLR FEB 2010 SHEET 102 OF: 140 Dwcx t , DA CLEAN WATER SERVICES HEADWORKS `‘I DSN AF DWG*: 200-S-501 PLOT JUNE 2010 ° di THIS BAR IS ONE INCH D URHAM AWWTF STRUCTURAL WHEN DRAWING IS FULL Services CH2MHILL DATE: °f, , Li Q CHK: BH DAD FILE: PHASE 5B1 DETAILS PLC *: )00(X 200 - S -503 SCALE. Our eeuitmeot is dem NO DATE N APVR DESCRIPTION Lilt_ ilui APPD: LEC SCALE: AS SHOWN HEADWORKS IMPROVEMENTS cws LL REV * DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 - PROJ * .6410 ENG \ \ v v 2 10" PRECAST PANEL 10" PRECAST PANEL n 1 12" METAL 1 1/2" METAL (6 DECK DECK w Fe EL 192.50 EL 192.50 O IMP' I v y O I BSI ad E DECKING LEDGER CONCRETE B imp // 0 ANGLE B i `4 f EMBEDDED m STEEL BEAM CONN ( 5155 NI 5" STEEL BEAM CONN Go FTG WIDTH NOTE: HEIGHT FOOTING WIDTH DECKING LINTEL ANGLE NOT 3' -0" 3' -0" SHOWN FOR CLARITY. 1' -0" OR LESS 1' -0" NOTE: VARY FOOTING WIDTH LINEARLY BETWEEN 3' -0" AND 1' -0" HEIGHT. . O EXTERIOR RETAINING WALL O BEAM CONNECTION AT GRID 1 el DECK CONNECTION AT BEAM B -5 • 3/4 ._, , - ,._,, - ,._,, - 2 a W 'Si 2 Y w I- I - F O J a 0 0 i ui a a i- O e. C Oi v of th 0) ell Li f v� DRN: MLR DRw FEB 2010 � �+E: SHEET TITLE. SHEET 103 OF 140 DWG*. . + � DI DM: AF DWG*: 200-S-501 CLEAN WATER. SERVICES HEADWORKS rLCT J UNE 2010 di THIS BAR IS ONE INCH aea \ Yices CH2M H I LL DURHAM AWWTF STRUCTURAL DATE: - 200 -S- 504 "` Q CHIC BH CAD FILE WHEN DRAWING IS FULL rro Orch. ait•eo14 elm pi... koa - NO DATE N APVR DESCRIPTION PHASE 5B1 DETAILS EVICIIILI APPD: SCALE AS SHOWN SCALE �, DATE o Arro DESCRIPTION 2550 SW Hillsboro H w y. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS a�64io a+w LL _ MATCH LINE, SEE DWG 200-M -142 7 20000501105 -LCS I ( �I� 00 -M -302 IM G mi. ]li ` • {, ( 13389 ) S 0 I . • ;Nil _ 200-M-303 •O I I 0 00-M-303 2 1 V2" NPW _- ---- -- -- -- _. _ - . € _ ,-�- ..---- " ..� -,^ 1"CWH ( k \ 4' COMBUSTION AIR, LE , . ` ) ♦, � CL EL 189.0, S 20P P 142 ,.� . _ . I 1 • ? G � I I .� 15 OE 3 ? 1 11 ' NPRV 502 ' \\ ( 15521 ) TYP �� 200SCR0501 -LCS 1/2" NPW 1• NPW S 1" CWH ) SIM � ) BELOW SLUICE 13389 . 1• { TROUGH ' SCREEN ROOM a:�'' • ` / I 309 I 200SCR0501 HOSE VALVE 0 i 2 00PRV0502 BAR SCREEN 1 I II 1 " CWH s • EXIST1NG 1 1@' NPW PRV � C15164A) , � ,: 1" NPW . 3• NPW, _ ,. 1 1/2 NP - �.. I " ,, � 1 � � • 1 t j � -. ; 1 a f ALVE '"° --"^� "- \ t II I 0 5184A) r' I c A -- — — - --- — — -- -- — — — — — — — - -- — -- `,.,.._,,,:a.•,',';:', i - - — - � O— _— _— _ —_ —_� _— _ —_ —_ -- I 15611 1112 "NPW DN,....�^^'" , v ' 1 1/2' NPW UP SLUICE TROUGH, I / , ; _. I , E 3 • E N t _ — II COMPACTOR _ HOSE RACK \ r (4) I ' • ROOM _ 1' CWH (BELOW .. :. ._,. I ' 1 I I �, 312 `. PLATFORM) _ • .� . �� I I 313 I RAILING MOUNTED 1' NPW (BELOW ■ I I I 3E PLATFORM) CEO " - ---- °° 3 HOSE VALVE PROVIDE CLASS 150 FLANGE - � °- I _ AND FABRICATE TOP HINGE ._. ". , I � : - ' ; TYP 2 PLAC .," I .H ii p - 0 ' _ DETAIL DUMPSTER BY i - ..,.,.,...,. NTS .r''� i OTHERS, TYP OF 2 j I" , € I O • / ' 20000701 p i � i I I :__...... I - L. I WAS HER/ I �r�/ :COMPACTOR 1 ' 1" NPW HOSE I , �� - - i. _ [ BELOW d ISOLATION GATE -- -1--- -1--- -1--- VVV_ _, VALVE () I i 20000702 (15164A) n q ■■ 15164A SLUICE SPLITTER 'n1 ��!! , WASHER/ 1' NPW ( BOX, SEE NOTE 3 � � �, I s COMPACTOR 2 _ HOSE VALVE WALL MOUNTED I I' �„�II� ,�_�" � I I 'II' ISOLATION GATE HOSE RACK (BELOW) ' w • FOLLOW MANUFACTURERS RECOMMENDATIONS 1 • j WALL MOUNTED I i I I / i , I ' iiiis I 200SC701 -LCS - - (BELOW) / 13389 , lI it Ilnl 200SCRWO702 -LCS o CID n • w .i 1 f. /. • ,.. F-- O _ T L _ ... ... ....... ... .. .-. \ \ .`. \ /, I �•� /, z 200 -M301 �, - - - S' � Am IACIINIIIIIIIININIIIIIIIIII -- ----_— -- --- - - - -ter I {{ \ I „ LY ---- - - - - =- - - - -- , — _ -- - - -- ` + — ' � - - - -— I-- - NOT APPRO WITH THIS PERMIT o - ; - ,� ,_.... __ f OR MAIN EN ANCE, A C Mn N " 1 1 11 1 1 1 -'.. Y.. TYP 4 PLACES 0 1 _... I \ r I • NOTES: • Q I WASHER/ \ \ \ ( 1 1 I I / / A V' EL 175.09, 1. n WASHE \ I I / I WASHER/ IN TYp O 2 FOR WATER HEATER FLUE MATERIAL AND INSTALLATION. • 1 - I „,._.. __. ' I ' COMPACTOR 1 \ \ 1 I I / COMPACTOR 2 ■ O a i l �/ \\ I I 1 / 2. TERMINATE COMBUSTION AIR INTAKE WITH I I D, TYP JJ \ y' C / 1 10" D _ I MANUFACTURER'S WALL TERMINAL KIT. • FOR ADDITIONAL J• 0 � 3. FOR SLUICE SPLITTER BOX AND SLUICE TROUGH DETAILS c I 3 INFORMATION SEE �" I SEE DRAWINGS 200SM401, 200SM402,200SM -403, AND ao DWG 005 -CY -501 200-SM-404. CO CO LL1 a 00 -,302 WEST PLAN • e cq I 1.0 c,, 1., • .1/ r JEG CAD DRN: ERB �� JAN 2010 PROJ NAME. SHEET TITLE: 104 140 " c °A H EADWORKS `a z'' [ ' SHEET: OF: OWG 4: CL EAN WATER SERVICES ��¢ OSN: GVT DWG A: 200-M -141 M a9,E: JUNE 2010 C PA ' IL; El THIS BAR IS ONE INCH Qean�I D URHAM AWWTF MECHANICAL HK: ALE .: WHEN DRAWING IS FULL CH2MH I LL 200 -M -141 z C SCALE. NO DATE N APVR DESCRIPTION OUTC000IbmORtil PHASE 5B1 WEST PLAN AND DETAIL PLC p: )000( ! E 6- 1 APPD:LEC SCALE: 1/a• =1' -0" �yI DATE ORA APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS °N'S PR0. 6410 I- 6' -11" J NOTE 2 1 E PI CWH EXPANSION TANK r ya. �� WATER HEATER 200 0601 . s --..- ..- —Y - ,.,,..R, -,,.. ADD FLEX ' - - 20.M -304 I- _ CONNECTOR - -- ---- y,4r#< , ' 0 v STORAGE TANK AT INLET AND q ____ 2D3ORTfl601 - ---- ,.V.r , ` _ � = 200GRTC0601 I DISCHARGE .,..0 GRIT �. r . A "` GRIT CYCLONE 1 CW t ; ....---. ki00 PI T _ -- ' -- -- �:a1II - --- --- -- -- -- .' ....-. 0602 ' RECIRC PUMP a — II I ry. 200GRTC06021 `€ ,- - - ,„;. i A�w�7" t GRIT CYCLONE 2 PI .mm. .Y .._. i .i 200GRTO602 ( I I I' 0603 II II GRIT i I I • 1 CLASSIFIER 2 a , .r"' t . 2000RTC0603 • \ � we'+ -^ . � GRIT CYCLONE 3 .! . • _" L 4' ((III �; • r' . - - - — — 6: � -- - - - - -- m . 1 Mt! -.. HOT WATER GENERATOR . ,� '' -, k SYSTEM PIPING SCHEMATIC u i � 1 H \ f M � 12" DR (BELOW) i W ' I ' 1 1 � `• °`,y f , I . �' 0� t i \ _ I I -- ` : // ; 2000RTC0604 `e, i ` ""i T '- : / GRIT CYCLONE 4 e . ' , - = '• ` � HOT WATER GENERATOR SYSTEM 200HX4601 SEQUENCE OF OPERATION; 6" GR/OF (BELOW) .,_ k � -... .......,, I I , L � � _ � I ( i 1 1 SCREEN R P " . i 1. THE HOT WATER GENERATOR SYSTEM (HWS) PROVIDES HEATED WATER TO THE - I I ',A I 309 '.,. . \ = 1 SLUICES IN THE COMPACTOR ROOM. 4" GRIOF e ' I "' k �' _ 200 00504/08 -LCS 2. THE HWS IS CONTROLLED BY THE VENDOR- PROVIDED CONTROL SYSTEM. AN g . I -d ON -OFF REMOTE SELECTOR ON THE FACE OF THE VENDOR- PROVIDED CONTROL �� REMOVLE '; ! n I I ( 13389) SIM, TYP PANEL DETERMINES HOW THE SYSTEM OPERATES. WHEN OPERATING IN REMOTE LSH • ' 1 I MODE. A RUN SIGNAL FROM SCADA INITIATES THE SYSTEM TO RUN. -- GRATINTYP 051 a �� I . e . 3 THE PRO IDE - U NTROL PANEL D - _ BAR SC EEN 4 REC RCULATION PUMP O MAINT) IN THE SUPPLY WATER T MPERATURE SET POINT = I . I „. . OF 180 DEGREES JUSTABLE 200LSH0501 -LCS i. ,,.� :.�.. FAD -- '"' -— ! � I i I!: L 4 N( 133 051' SCADA IF THE HWS CONTROL SYSTEM GENERATES AN ALARM OR FAILURE CONDITION. i -+ 0508 -, E s....._.' :O 200 -M- I. O f ' 0507 SLUICE TROUGH, r - LBHH SEENOTE9 €1 �- - :. : '` € O�i I i If / Milli LE ' 0 6 : (13253A) TYP }flak- I I 050 I 200SCR0504 -LCS �� NOTES: •-...._../ r �. ■ I__ / F 20000503/07 -LCS 1/2" CWH ,/, N . "- - 1 I _ n ' 1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, HOSE VALVE �, - - ELEVATIONS AND DIMENSIONS. I 200SCR0503 (15164A) 1 I \ \ 1 I -( - -- BAR SCREEN 3 2 • ® �� 2. GRIT CLASSIFIERS F ERS WITH EXISTING CLASSIFIER CONTRACTOR FL OR DRAINS. o ), LE 3. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR WATER L !L - - O 1 HEATER FLUE MATERIAL AND INSTALLATION. iJ 4" FLUE . 1 �� gg 4. MAINTAIN MINIMUM 10' -0' CLEAR BETWEEN EDGE OF MAU INTAKE y } , SV - ' • 200SCR0503 -LCS LOUVER AND OD OF FLUE. ALSO MAINTAIN MINIMUM 4' -0" NOTES 3, 4, AND 7 .,k) CL EL 190.0, SEE '. .,, .,,,_. _ 4„ f \ I �'� 0503 I CLEARANCE BETWEEN EDGE OF DOOR AND OD OF FLUE. MECHA/4ICAL _ .. 200G0502106 -LCS PW TO SLUICE R CONNECTION 1 .w- .ROODOM M -303 - ti]�� _ N. 5. RECONNECT EXISTING 1/2" N WATER T • ' ON THE GRIT CLASSIFIER. 200SYS4801 - -- - ---- = I 310 I �� - �� 2003CR0502 HOT WATER ■■ GENERATION SYSTEM O I I_ BAR SC REEN 2 6. REFER TO 2 00 -H-001 FOR HOT WATER GENERATOR SYSTEM (SKID) SEE NOTE 8 SE QUENCE OF OPERATION. a AND : I t I �� y LE 13254 TYP 7. TERMINAT E 11111 +I O 3, 1 �:� - -� - pcz 0503 V E NT T ERM INAL FLUE KIT. V NT DUCT WITH MANUFACTURER'S WALL "''.".= I �� - � 6. HOT WATER GENERATOR SYSTEM SKID DIMENSIONS 5 APPROXIMATELY 80 1L x 489M x 84 "H 5 MATCH LINE, SEE DWG 200 -M -141 . — r� 9. FOR SLUICE SPLITTER BOX AND SLUICE TROUGH DETAILS LE By 200SCR0502 -LCS I SEE DRAWINGS 200-SM-401, 200-SM-402, 200-SM-403, AND O b r e B 013389) SIM, TYP 200-SM-404. 1 1/2" CW 00 -M -302 1" CWH REF NLY N 1 EAST PLAN ti0 NOT APPROVE�WI�F PERMIT ORIO PROD NAME - . SHEET TITLE - . SHEET. OF DWG I roecooN RN. DRN: ERB �, : JAN 2010 HEADWORKS 105 - 140 • . ♦ a�, o CLEAN WATER SERVICES N DSN: GVT owG #: 200 -M -142 PLO T . JUNE 2010 I k1L T :Li THIS BAR IS ONE INCH ,Wc Service,S DURHAM AWWTF MECHANICAL E CHK: JEG CADFILE# WHEN DRAWING IS FULL DATE. Z SCALE Oar eoasilaent is clear C M H I LL 200 -M -142 I 5 °3o-� I NO DATE N APVR DESCRIPT PHASE 5B1 EAST PLAN AND DETAIL PLC #: =0( J APPO: SCALE AS SHOWN REV* DATE Owr ArPO DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS DWS 6410 LL PRw x • WASHER/COMPACTOR p T • VALVE MANIFOLD' 0701 ' • TYP OF `i �1 SV 0707 ' 'r !1 ", ill off 1101 ' — 611111111.. ,...........: 1 ; u 0 s 70 705 • 0`J ,' 200V0503703 , - •r, SV • V ;) �1 1 0704 ' 0703 3 / 4 " NPW, - 1 ' j � J IWNPw _.. - i:: TYP i \ 1 Y ( .,„,.._xa.wwm .m _c...,._,_... ..., - i 11100111111111411111:1):11,' 1 � � �1�� `� ,• �1��.' I € O�i 1,,1 �1ti = ` 1" NPW L. V 1 ; •;l , _.. ....__... _,....,.,..�.._ /- 3l4" CWH. TYP { .. II I. ...,..... • ill �� 1. CWH II a � :. 1 200v0701 �� . 0701 g 200v0702 _..,. .. _.,. ` 1/2" CWH 7 ,.. COMP A CTOR ... __ ..... HOSE VALVE R 0OM 6" FLEX CPLG �� I 20000701 I 312 200G0702 1 7.. • W ASHER) WASHER/ 6" D, ROUTE DOWN 1114111114■00,Aill • COMPACTOR 1 COMPACTOR 2 R TYP THROUGH TRENCH Ar " ( ISOLATION GATE ISOLATION GATE - GRATING BELOW I : O O DETAIL I - ....__ - RAILING MOUNTED HOSE RACK NTS 3 �iI 12 1 1•NPW ;I � I ! ' '., — - NPW .• : : , 8" DRAIN FROM WASHER i t~ a + rv . DRAIN PAN. _ _ .L.,. r 200SCRWO701 -LCS i • .: _.., ' _ .... ..............,, �.. 8 1/2" OD MAX COMPACTOR ` ` Q 200SCRW0702 -LCS 3/8" SST PIN (2 @180 °) • } - t� �1 i �I� �� 8" SCH 80 SOCKET x 1 S _ va . ' , SOCKET LUED TO PVC PIPE ....,. _... . ..... ..._ \ III DUMPSTER BY • _.._5........1 _ � I � N i i I I ` s ._..... OTHERS, TYP OF 2 1/2" SLOT (2@180°) I I I I V, V... `., - _ - �.� [ 8" PIPE CLAMP 1 I I 1 I I E ( I I I 1 SCH 80 PVC PIPE — I I I I 3 I � . ... ... . .. a _. __.. -_ _ _.. _ --- ..., - _,.,... I_ 10" HUB DRAIN IN FLOOR 1 h ilmogi dl N g 10' D 10' D 0 . s ' 200SCRW0701 200SCRW0702 L 4 i WASHER/ WASHER/ o COMPACTOR COMPACTOR ONL T I-- REFER NOT APP E D W� I1 THIS PERM a. O SECTION O C OM PACTOR DRAIN COUPLING 3/8 " =1. -0" 11/2 " =1 ' -0" clic co 200 -M - 141 200 -M -302 CI e el g DRN: ERB DATE'. JAN 2010 . PROJ NAME. SHEET TITLE: SHEET: 106 OF. 140 DWG #+"° CLEAN WATER SERVICES HEADWORKS PLOT CV DM: GVT MGM 200 -M -301 /�l��g �` rvi _ -_ CH2M H I LL .,:e., t. iii THIS BAR IS ONE INCH `UCdI11YV Seces DURHAM AWWTF MECHANICAL DA TE: JUNE ZO10 Wt. 1 3 CHR: JEG CAD FILE t WHEN DRAWING IS FULL 200 -M -301 Our eesml4 tour is clear PHASE 5B1 SECTION AND DETAILS PLC XXXX SCALE. NO DATE N APVR DESCRIPTION (' 6-3012 i ARV: LEC SCALE: AS SHOWN DATE o Appo DESCRIPTION 2550 SW Hill s b oro H wy. Hill s b oro, O HE A DWORKS IMPROVEMENTS Oregon 97123 -9379 p Ra X 6410 Li- - 1 4 l 1 i • i 1 , . ...._ _________. . . 15611 SIM._ _ ._. .. -° ... - <+' •" 1 1 /2' NPW "•^'w'w. DO NOT GROUT fi. S`". - } ... ., .., ._...... '_`.' . .. .,.. -. � .. _ _ -_ .. ;,✓ _ ANNULAR SPACE t t S y • j • F % E i i 3 . l ; C I 1 1/2" NPW i i i , i t t t { s ` i = E Li .. a ."".. . ....... • • • • RAILING MOUNTED _....._.__...,...,._._.... SCREEN ROOM_, ., .. ........ _...... __. ___.. _....___..... ._._.....,,_....__., _ __. • 1 —_.._ _... HOSE RACK ........ ...........__ __..._._._ _.. ... _......._.... _..._......__....__.. ._.....__.._ .__._ ._.._. ..__..__ 1200SCR0501 200SCR0502 1 (1572 SIM 1/2" CWH � 1 1/2 NPW 0'' HOSE VALVE • \ \\ • -- - SV • • • 200G0702 ,L..__.. . _ j , _ -- --- ! 1 V2' NPW 0 � J i o _ WASHER/ ..J 1 .' - '/ LIMIT OF SCREEN SV WI COMPACTOR 2 – RESP ONSIBIL P 0502 SAFETY CAGE, • ISOLATION GATE _ i `� NOTE 1 � �v rY TY `",. I 3/4" V300, TYP - I _ 111 ; ■ T - -- F. - - -- r€ ' ` ,,� - 1I i � \ 200SCRW0701 -LCS ' � IV _.... 1 �.�, ,. . -. 1" CWH 0-1 �.� II � E L1 810t I — I I . 11_ 1 1 I ,_. IC� I t om .,, ",. r 1 1 I I Ir. . 8" COMPACTOR WI ,I I — I�i :,. ... ",_, I � II I ., j .I I I .. III 1)! DRAIN COUPLING, 1 ,` S 1 N I I l'I IN SEE ^ = f 1' NPW 1' CWH 1 ; ® C 20000502/06-LCS ( 1 _ 4 I • L I .�. .. 200.M -301 . 1 I t I L THREE RAILING RAIL 200CS0502 -LCS . . . ... .N1 _ S j 200cs0501 Lcs I 11 r _ mm � 20000501/05-WS S I – — — 'viz -a 4 II � J I i Ii it CR • -- _ \ EL in .o N 1 / # 3 • • I 1 �� O 8'S" SCI" _I . D \_ • 10' D INVT EL 172.0 DU +31ER 1/2' CWH CONC PIPE 10' D SY OTHERS HOSE VALVE ENCASEMENT INVT EL 174.66 • • O FOR ADDITIONAL ( 3316) .V,.. N DETAIL SEE DWG ,– i m 005-CY-501 ; . Iii \ a 0 O a NOTES: 1 TO FIELD C VERIFY EXISTING CONDITIONS, ELEVATIONS REFER �-ki NLY O SECTION AND DIMENSIONS. cc 3/6" -0" NOT APP ' . - , D WITHIHIS PERMIT 200 -M -141 .++ M I 200 -M -142 Ca a ag;it. •* DRN: ERB ORIO - PROJ NAME SHEET 107 140 DWG O DATE. JAN 2010 SHEET: O DWG*. OMF[+e `� DSN: GVT D ATE . 200 -M -302 CLEAN WATER SERVICES HEADWORKS PLOT JUNE 2010 ,. te a w THIS BAR IS ONE INCH �t DU RHAM AWWTF ME CHANICAL °ATE_ _ nl't, • cnK JEG CADFILEk WHEN DRAWI I FULL CH2MHILL I LL 200 -M -302 a oar PHASE 5B1 SE CTION PLD « : xxxx Z SCALE. NO DATE N APVR DESCRIPTION ( EXP, 6_X V i J APPD: LEC SCALE: 3/8 " =1 -0 HEADWORKS IMPROVEMENTS REyp DATE DM PPM DESCRIPTION 25 50 SW Hillsboro Hwy. Hil lsboro, Oregon 97123 -9379 P R O S « _6410 LT_ • • • • '''''{ f f 1 r k F £ J � t t % £ } P i P r l { ; 1 t. 0 ! } I S } I I I 1: } € SCREEN ROOM r ;-- "i SCREEN ROOM • I 309 I y " ®' ' 1 112' NPW —..,...... 200SCeT0501 I L 00SCR0501 : 1200SCR0502 • BAR SCREEN 1 2 I SEE NO 1 1/2" NPW ,»�. ..- • NEW EXST 6'-1" I NOTE 1 f a 189.13 i SCREEN DISCHARGE _ i I �� .. { P G � D ORSATYP SS - SCREEN DISCHARGE II MI I i l CHUTE ACCESS EL 18750 II ir Y o I RS, TY r 1" CWH 4" FLG x GROOVE 200SCR0501 -LCS - rr r r O i r r� �� END ELBOW 0 II i 1r .rte r i - - " 200V0501 UP 0 �i 1. I S LUICE TO 1/2" HOSE II!! " 6 "x4 RDCR VA LV 516 TROUGH _ .. ' 1 I E — 1 2 I H ;;;;NI. 1 "CWH 15568 .. I 1" CWH • 0 . rrrrrrr rt, t • �' n ♦ j{ ,rruu, r, i M ill I P SLEEVE __ S _7 11 - I r „ — � .1 — r III I I 1' NPW EL 181 t LENGTH �.,._._._,........arw� • .._ -� 1 1" .,.. P ..� - _ _..__ NPW II . II • Hi 1 pL�Epq ,, r • 1 LE GRIT/OF H i - � 33 - - - -- � --I 'I, ' ( /; i 0502 I 1 1 < I • N OTE 1 I' ,a II I z I I -3 ,- ; I i. 1 I1 ..., ,......._. \ - . : :,. _w_.:^_ I ! • "I ` I i . " ». 0.178.00 .. EL 172.50 I � ..__.«;,. ' _ _ __ _- ._. ._ W .._ _ -_ NOTE 1 NOTE 1 NOTE 1 „,.,,, „,; ,,,, AR I I ° ' 3' -0" 6'-6" 2' -1 1/2 " I i 611-1— [ a NOTE 1 NOTE 1 NOTE 1 T n I di 1 II( i- 0 p NOTES: • a 1. CONTRACTOR AND EQUIPMENT REFER ONLY MANUFACTURER TO FIELD VERIFY EXISTING CONDITIONS, ELEVATIONS, AND DIMENSIONS. . NOT APP Q ED WITH THIS PERMIT 03 SECTION O SECTION I" CO 200 -M -142 200 -M -142 4 .! M I . �+ 4 , � s: x DHH: ERB o �G JAN 2010 PROJ NAME SHEET TITLE'. SHEET: 108 OF'. 140 DWG . . - � DATE: PLOT N ow, GVT DWG ft 200 -M303 CLEAN WATER SERVICES HEADWORKS ATE JUNE 2010 Iii THIS BAR IS ONE INCH - Q n r , DURHAM MECHANICAL DATE 3 CHic JEG CAD Fe Ea: WHEN DRAWING IS FULL CH2MHILL RHAM A PHASE 5B1 SECTIONS PLD #, xxxx 200 -M -303 SCALE. NO DATE N APVR DESCRIPTION Our eoo�ldeot u elan EXP,6 12 t w APPD: scALE: 3/8• =1' -0" NO DATE o APPO D E SCRPIION 2550 S W Hillsboro Hwy. Hillsboro,Oegon97123 - 9379 H E A DWO RK$ IMPROVEMENTS cws LL PRO ,,,6410 . .. ._ r ---- 1- _ , , . , . , : , . , , . , , „ „ . , .. . , , . ,_ , . ii, € 1Y D j b 4 I I i ( 3 £ 1 f ; ; t I 1 € t I! } f !! j 4" LPA (EXST) 1 E; s j .�-- -- ----------1*' z . II CUT 4 "LPA AND C. :CS<C =1 =Wet- I - -_EL 186.504'LPA INSTALL 90° ELBOW ' / - EL 195.50 1 3" VTR (EXST) 8" y 48 112' t '- q 5' -1" t 6'-4" t q 5' -1' t q 4' -7 1/2 .. fi" GRIT, 200GRTC0601 TY P OF 5 NOTE 4 NOTE 4 NOTE 4 NOTE 4 I � NOTE 2 GRIT CYCLONE 1 9" RD (EXST) PIPE SUPPORT ORIFICE PLA 1 1 ... . 15505 TYP I '.. SEE O . 4' j L • I NEW ....__ _., . • EL 190.33 �1 --- -- - - a-1 � � � \_ FCA ) EL 190.39 , .... ` € •. •,.VV GRIIT ' • 11•41 l j• .4 8" D `\ L // Iv --- - - - - -- ,1„), -- -- C I -- - - --- L - � ■ I I � -- - �� - �I, �/ I [[ \� CLASSIFIER 1 TYP OF 4 -- _— 15508 _` _ _ % ! 18 "x8' RDCR NO T E 1 I - I - ■ 8" D '. 1 ‚.'% 15 '� I I .♦ CNNECTION, � 18" D / � v ., E 1 NOTE 3 . 1:=1I r ' • I�' I I,�L I� EL 180 � .. `•! _ �� ♦�i�i� ♦�i� i�i� ♦ \i `' \ _�� _ ..I NOTE 2 �� "�� ! I /� A ■ = 2° V400, TYP I-11"-------- , ❑ ` 1 NOTE 1 �� 2•x8' 8'x6' RDCR 1 : TW ECC Y V300 � 6 V405 ■..- # I ' I I _ CL ER 75 T i.W �� I I y I • ` ■1 ' L [ 200V0502 k ali •� _.gym.' L m ■� . :. _ p`i' 13248 I j �I I 2' SSTNPW mII l I I ' 1I 1 " P III I I t 3 j i i i 1I r-0• 12'D ® NOTE 3 b / 4 • D, NOTE 2 1 . 1 1 V3 p �1 HOSE VALVE \ 15164A . '1 " +� o w 1 Imo' 6 i 0 z p `,. ♦ ' , .♦ ♦ ♦ / , Il D♦ 1• NPW I `. i ' Q O LL HOSE RA _... ..... ,,._,....__._ . _ MN ■ „ -.... .. 7 _._ I --. _. I 12 " x12 "x12' TEE FCA C 5 . i. g _......_ I I K 1 20 p^im______ MIT NEW 3" NPW (EXST) NEW . T r -----1" • _ ... . _ _._.�� w -- s ■ . -._ -- 1'1111 iii _ t 1 t CL EL 177.0 t T , - _ - -- �.---- ----. \ 6” GRIT /OF TO ....._ _ . �� -' -�- ' -yl°°-� I SLUICE TROUGH Y • _ 1 I ( �S 12" V405 3 "x3 "x2" TEE, € V ii I WITH 2" AWWA NOTE 2 I , OPERATING b 12" D (EXST) NUT, I a GRIT /OF I 1 I 6" CL EL 174.66 - I I PIPE SUPPORT 1 1„ 15550, TYP � NOTES: 19' -10• t — 14 1. CONTRACTOR SHALL RELOCATE EXISTING LPA CONTROL AND 12" FLG x FLG 7 ,e MEASUREMENT ASSEMBLY AND RECONNECT TO EXISTING 3' LPA 19' DIA x 1/4" THICK ORIFICE PLATE RISERS. 316 SST PLATE W/ 22.5° ELBOW -,; t . -- - - - - -- HOLES TO MATCH 2. CONTRACTOR TO MATCH EXISTING 3" NPW PIPE MATERIAL AND 12" FLANGE 1Y FLG x PE PIPE PROVIDE FLANGE CONNECTION FOR 2" SST PIPE. 3. DOUBLE STRAP SADDLE FOR DI PIPE TO SST PIPE CONNECTION. 12' FCA NOTES: 4. APPROXIMATE DIMENSION. CONTRACTOR SHALL ALIGN VENT 1 11 l 18'x18 "x12" 1. CONTRACTOR SHALL DESIGN AND FABRICATE STAINLESS . PIPE BASED ON CYCLONE EFFLUENT. TEE STEEL GRIT CHUTE WITH CONNECTION TO CLASSIFIER OUTLET if/#7, FLANGE AND EXTENDING 3 FEET INTO EXISTING HOPPER, SIZE TO MATCH EXISTING. SECTION 2. ADJUST EXISTING GRIT AND DRAIN PIPING AS REQUIRED TO r 11 INSTALL NEW CLASSIFIER AND CYCLONES. • • 3/8' =1' -0" ORIFICE PLATE 3. EXISTING 1/2• NPW PIP AND VALVES TO SUPPLY CLASSIFIER • 200 -M -142 SLUICE WATER NOT SHOWN FOR CLARITY. 12" GROOVE -E FLANGE ADAPTER PLAN SECTION RE - _ E . Y co DETAIL 3/6 " =1 " NOT APPRO Ir. ITN T p ilri. us ,1 g c� ,1 � 3/4' =1' -0" 200 -M -142 ac r / s 7 b hp x DRN: ERB ORIG JAN 2010 PROJ NAME: SHEET TITLE: SHEET 109 OF 140 DWG# ' � � 0o DATE: c HEADWORKS " ':"a ' CLEAN WATER SERVICES l�1��IL � _ -__ DATE CV - di DM GVT DWG : 200-M -304 THIS BAR IS ONE INCH C iedilrrtltCi JCI VA�J CH2M H I LL DURHAM AWWTF MECHANICAL P` °T JUNE 2010 200 -M -304 ILA CHIC JEG CAD FILE A WHEN DRAWING IS FULL PHASE 5B1 SECTIONS AND DETAIL PLC #: xxx 1y 7 Z � APPEL LEC SCALE: 3/8 " =1' -0" SCALE. NO DATE N APVR DESCRIPTION Our commitment u elver HEADWORKS IMPROVEMENTS 1 LL REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 CWS 6410 PRa # • • 41C11111 ,, ,440, MATCH UNE, SEE DWG 20044•132 N.QT.E5. - - ....... IMIVNI MO IRV ..... ..,,,. ..... ......., .... ...... ...... , *Ms Ws .: ...1 I 4- / 1, REBALANCE VEINTILATION'SYSTEMS TO VALUES N9kCATED HEREIN, 1 = I 1 1 I I I 2. mAiNTAIN EXISTING SLOPE FOR RELOCATED FA 1 DUCT. DO NOT CREATE LOW SPOTS rN DUCT= 1 I 11 . : I , • . k 1 I 3. MIN 318 INCH THICK FABRIC - REINFORCED HYPALON, SLIP IN -ON TYPE EXPANSION JOINT AS SPECIFIED 15892 EXCEPT FOR THICKNESS, MIN, 12 LNG, . PROVIDE 4" GAP BETWEEN EXIST AND NEW DUCT. I ': —I mIN, FOUR TYPE 316 SS wORM SCREW ADJUSTABLE • CLAMPS. 2 EACH SIDE EXiST, 42" 1 FA I I I I ,I ; I I 1 I I I i I 1 f = i I 1 1 I 1 ' 1 ! t I 3 EXIST. ar FA UP EXIST, 32 FA UP t ; I I = 1 I .f. I $ 1 = • = 1 , ' ' I I 1 H t i ' i • - i • , 1 1 , 1 1 . . • • ..• _ . ,, , ., . .. • „„ _„,,,„„, , 1 i : , • - , _ _ _ _ _ _ _ _ _ __ _ _ _._ _ _ _ _ _ _______._ _ . ___ . _ . _ _ .1 x _: t _ _ . _ _ _ - — - — - ..... - -- - --- - -- - -- _ — - — - --- - —. - ..... „ .... - --- - — - 1 _, . ..,........._ 0 CONNECT NEW 32" FA 1 I i . . ,___Eyit_____.....:T7a.:_,_,....=7,7,„...7..*Lti .-: „4,,,,,,, I e ro ExIST1NG FA DUCT, I ,....:....,______, SEE OWG 005-CY-101 . •• , : ,, = ' ' • I I I ' : •- =',' I'' . '- iiiiilW \ . 1 '1.,1:-„ 1 ,o ritrst sANDB (NOTE 33 I P I $: ., I ' ;.. i * ! . • CIE° .113re101R91; * ':- I. -- I : --,,, = = ' alf • I : ' : 1 i I =---- 41 - - - - - - - - -- - -- - - - - - -',, ,44,,, 1 , • ! ; '141111111 . .. ar , i •!:.- : ; 1 1 , = , i 0 , 1 1 1 i : . , . , . , . . : r 1 ,1 .,1 ..._. : 5 * , •• - 111 1 '''''''" '' - - .„... . 1 1 . 1 : 1 i 1 : . 4- • 4 .... - - , , . , I t , . • ,,, , .. i .,__ „,............. - . i I NEW 32 FRP FA FROM = pp: ' 412 ' ' 1 : ; i I V t i , , , , : . Garr BASINS (NOTE 2) = i = 1 • = • I = I , .• I 1 i 4 I I , * * I . 1 I • .• • r I CONCRETE ENCASEMENT 4. : • 1 , , • I • I i • • i I I " SEE STRUCTURAL DWGS I P'`'i ' i ii 1 . 1 : , 1 ,„..,--.1,.,..:::•.-.,,,,, 01 ,F1,1 ,,,,...,_,... . ., I ...' . , 4 • • • , OEM 4....g. 1 1 • • • : ....., 1 . 4 I I , , • , : , ; , a i • 1 - , . .,..,.-.. 1 •• 1 . . ..„,„ 1 1 •,, 1 r - 34 : 1 I i = * : i I I • 1 1 I 1,11 i I ,, 1 1 . • • : . ', I i 1 i 1 1 .1 I : '-.-';1 : , 4 :0-,..-....: ; 1 1 .. r=,..p 1 1 • r . ri • , ..it , / = . 4 . 1 • 4 , 1 . 1 ; • m / : : / 1 = , I 4.-f• 4- 1 : 4" , ; , . - : 'a I 1 / . 1 . . 1 i I , ' •*I I ..*4 . I i • , , .,„„ . . * * 1 ' . ''' I ' ' i 4 * ' 1 -4.-, • * t i. 1 - ,.. : : ,, --:F-4 = ? , \ — — — — — - — - -- - — — — -1._ ttt 17 : 7 : --- :: 7:7,17, „..,. , . , A : i ,A N, i • _ _!...,,,..e _ f„..‘;-i. . _ 7 _ :i 1 _ 7 ,,,,, _ .1. 7— . . : 1•-• - — - 1 J , - \ \ •-•=„,=,_. rr ._ 1 , , ._, ; i , ,, ---- = ..„, : i r __ • ' 3 4 4 1 44,44-44 44I 1 I r, i --, , , , , , : . . . : . 1 ' - ..- ._- ,L l . - - :,.,..,-;JJ ! ° 1. 4 I . 1 Ali 1 • 4 : 1 * REFLY 1 , 1 1 I Irl.,IN, ,, i : 1 1 I NOT APP ED WITH THIS PERMIT it 0 ( C) LOWER LEVEL WEST PLAN C.) 4 Ok. (AA v.r.r.o. -0 .•,.., ,,, -„„ .11E.,”•A VT 47; . • 41 *4 / PIM • MEV UWE' SUM' TITEC S*EE T. 1110 DM '°•• 140 f • .* ' MAY 2010 si am.- JSW . 1E SIOSSMINI e CLEAN WATER SERVICES SCALE DESCRIPTIO HEADWORKS • .4" PECTT AO* 2010 -'" E. WO M trgw. $CC &eras. 20t1-14 Mat iti THIS SAR r5 ONE INCH MIIIIIIM CH2MHILL DURHAM AWINTF HVAC 200H-1 31 1 MIEM CAD fltE A WWI DRAWING IS FULL , 0 DATE NEI N ' • • • OW commitment le thee PHASE 5B1 LOWER LEVEL WEST PLAN PLC* XXXX I DP. 6-sa-tt 1 LEC HEADWORKS IMPROVEMENTS iNALE 1t4" A 1%0" tA ==,,,•===, 2950 sw H=Nte==a Hwy HAsboro, orepoo 911234379 '-', * .641° KV* DATE Gfiff AWE A T/ -301 • -- - - !DM; ____ .___________ „.._ __.- _ - - — -,— — — — 1.. REBALANCE VENTILATION SYSTEMS TO VALUES INDICATED - —, ---- ,,..„,, t :. -, ._..._ • 1 1 1 1 - / Ire- 2. INSTALL DWYER MAGNEHELIC SERIES 2004 DIFFERENTIAL J PRESSURE GAUGE MOUNT ON PEDENSTAL PER ( 1- 1 I 2• 1 1 ; - - ' : (SIMILAR), INSTALL 1/4" PRESSURE PORTS WITH V330 _ „ . i, EXIST. 4416* SA 1 . , _____„„„. _ 8ALL VALVES IN EXISTING ODOR SCRUBBER MIXT DUCT , 1 1 1 AND NEW ODOR SCRUBBER DISCHARGE DUCE ROUTE 1M' 1 i - 1 (3040) (3000)1 I SENSING TLISE TO GAUGE. MOUNT GAUGE IN ACCESSIBLE • t-- _._____J • , LOCATION. PROVIDE RETAINING CLIPS TO PREVENT SAGGING . OF TUBE, TUBE SHALL BE SUPPORTED TO PREVENT LOW PTS , , OR EXCESSIVE BENDS TO SATISFACTION Of ENGINEER. ---- .. 1 I / . 1 3. AT CONNECTIONS TO EX/ST DUCTWORK, PROVIDE OVERSIZED ' 1 ' / FLANGED NO.771 ES TO ALLOW INSIDE OVERLAY. ALL HARDWARE I I It TYPE 316 SS AT PDIT PROVIDE BUUDlEAD FITTING 3.. BUND „, ii Ii . FLANGE SEE DETAIL OTHIS SHEET. I 4, REMOVE BUILD-UP OF SODIUM HYPOCHLORITE ON THE CORROSION LINING INSIDE THE SCRUBBER SUILD-uP STARTS 6 AROUND THE , 11 11 V TO 10 LEVEL AND EXTENDS TO TOP OF TANK AND STACK UPON REMOVAL OF BUILD-UP, PREP SURFACE AND INSTALL NEW DOUBLE 4- 4 i VEIL (CORROSION) LAYER AND TOP COAT. 1 _ ' I EXIST. 20 FA UP EXIST. 28 FA 1 I I , i /-; -j ----- .1 -I— — : --:.-- I 2000S4 10 1 1 . I T ODOR SCRUBBER (EXIST.) ; t / ; () ) .• jr EXIST, 2TXZE fB4HAUST I EXIST, 2004' FA 1 EkIST. 1244" EXHAUST 1 ' GRILLE a 1(7.0" AFP (2000) 1 ----.3 1 O AFF {22501 .. (TYP OF 2) , t ; I "'"' L ''' .1_ .- ,. Ile SENSING TUBE - , -;-- , II - If --- ' - --- — V ---. ''„ oR SAMPLE PORT all NOTE 4 L 1: ,-.. •,,,i i , • ., , 1 , • ,„ -- ii ,, FRP SLIND FLANGE - , , 1, , .. BULKHEAD FITTING 1 ! ' i 1 , „ . _ - I 1 „...----- , I . ,_ . ' . . , OUTSIDE LAVUP, TYP WISS HARDWARE 1 L _ .,,„ , (NOTES 2 t 3) 1 1 INSIDE LAYUP. TYP . c;•••.. , I S I L--,----- 1 , , it 444444444444■4444 WWWWWWWWWWWWWWWWW m----a----. --- ! - ' ' 15097 ) (SIMILAR) (NOTE 3) / 1 1 EXIST DUCT : • i I , , I , t I I / 1 , . , 1 - ... 1 I I i 1 ,,,,% -...-.. A.:It4 EO O -- - I 1 I 1 ,.; ; "+- - I ; 1 3 , f i I I i L . , DETAIL . . t, is t I 1 1 1 1 1 i I ; ; ; ; I I • I 1 1 i I ti , 1 , I ..., ..., ... ... .. • < — — ... , - 1 , ... ... , .... -..„ , ' _ ,„„,„, • MATCH LINE, SEE DWG 20044431 it , AI REF .9:..- _ .1 LY 90..., LOWER LEVEL EAST PLAN ( NOT AP '.' I ED WITH T '' ...'ERMIT 1141'..0 is. "•. el -1, r to ok. r" ' 44 '; to t CY , In . 7 , tt JSW -04 w *, MAY 2010 Bileinni 1 _ PRO4 VWE S.CFT IM,K. $1E 01 ' 140 pve; CLEAN WATER SERVICES HEADWORKS N 04i. SCC owe', 200H 132 • _ tt,',14 JUNE 2010 'I E GPO tit , THIS BAR IS ONE INCH , CleanWabarServices CH2MHILL DURHAM AVVVVTF HVAC 200-H-132 WHEN DRAWING IS FULL PHASE 581 LOWER LEVEL EAST PLAN p,,,G. xxxx l z c.. C3s tdopa ■ Oar sainstittosal 4 time I ExP, 6-39-11 i SCALE. NO DATE N APVR DESCRIPTION _ : HEADWORKS IMPROVEMENTS - LEO Sen.& i/4" = V.ir ssrvAPTioft MO SW H . , . . Hassoro, Orego• 57i 23-0319 .41J1.641° CWO A U., - - • NOTES: 1. PROVIDE TURNING VANES IN Q RECTANGULAR DUCT FITTINGS. 20044301 2, REBALANCE VENTILATION SYSTEMS . TO VALUES INDICATED HEREIN, MATCH LINE, SEE DWG loo+ -142 a, PRQYID.E 9" DRAIN CONNEGTKX4 _— ' BOTTOM OF PLENUM WIBALL VALVE ^""`^�" » "+ �� >» FOR DRAINING PLENUM SPACE IN CASE ' ` °' � I i ,✓ . aw ": I OF FLOODING EXIST. 28`x2$"A;�� - g f. 4, PROVIDE MANUAL BALANCING, DAMPER AT ..._ TRATION z -{ • } i 9 ` s & ., t 1 I 1 T 1 • • PER STANDARD DETAILS. I € € 5 j { "'` • S DO NOT ROUTE DUCTNPORI( _....._ (#'1tP2•G + t - r- M OVER ELECTRICAL EQUIPMENT. ROUTE ° ,, E� I TIGHT TO UNDERSIDE OF ROOF € a f STRUCTURE. .. { '4 . --j 1$ AT SS TO FRP CONNECTION INSTALL ,r( I OfAAN ROOM ` • 7 FLANGED CONNECTION § EX/ST FRP , d POINT OF CO i1,S0N { T 12 x8 ON DUCT END PROVIDE FLANGES NOTES) f i t w 4 • . { 3 COMPATIBLE IN 512E AND BOLT t , PATTERN. PROVIDE GASKET AS /e . , SPECIFIED IN 15&42. , �... „... ; _...,' � z,.. ', \ . / \. _ , MOUNT JUST ABOVE GRILLE ON . ` v : rhr 1111111. ° .3600 Vi f \ , • UPSTREAM CORNER @ APPROX. Y . a NOT 7 4'-0' AFF. JUST NORTH OF BUMPER. .� F A _ '� ' LOCATE TO ENSURE BIN CANNOT , i g '• � ,, I i Mi!r a$” FAp, /\ ` w°` a €, j ' 48` FA WITH BLIND s' / II CONTRACTOR SHALL BE RE$PON$IBLE FLANGE AT TOP ( /' ` - ,1y I,:I ^309 • FOR FINAL SUPPORT LAYOUT E DESIGN. (FUTURE CONNECTK)N} ✓ .. - E , I { • � . .� .. `. _ .� ...®............ ,FOLLENLAR w 111 » ..� . ,�... « .... 3r _ * ... « �. . «. AT 176°6', TYP OF 3 W € OF FANffiVAC .. « « ...... _ .� ...�.. . J ..w. el $EE 200xM -409 °..-.-" •' " _ -i e'ar fs a " ". NECTION • .I j s -__ SE � 1 FOR PENETRATION 7) j 1 - ...,...__ _.....- _ �� 30 SA �:. _ . _ . ; « x ..., - 30' HDPE SA BURIED, z v_. ,..� « fl t r, I - ELBOW UP I 1 , } g a - -- EL&CTIie AL RQQM • � ? : .... a " _. ... W ' MAKEUP AIR. UNIT i 1 i 200MAU5004 z00ACU0a01 I 398 ....... x t 1 V I ,, .w. 1 �... ' . :. r ,� EXTEND INTO 30' ENUM CURB • 1 I1460) — - ! 1 _ ,? I , I ..- - -s SPACE BELCsl5I2�AtAlt80t11 1 1 3 0x9$ RCw9 T f2 FA 1 { 1 i € i 1 1 RAIN HOOD ( 15840 -D ) SIM ., q l '46 1 '''' IMAU5004 L ; j I I. 1 e °1.:*' \ ' ' . I II 1 lin • NOTES t x • 1 . 14 isaoa , { • .,I i } 24 "x °z'SG.4 7 d} €7 th} 4581Q$ t 4 . 1YP OF 2 • i ' 98 TYP OF 2 ( , 1 20 x94" SA I..= ELBOW Up r HLI 1 j } s enw,. t 9N "x14 *.ER•1, A M .: a rr ■ �,r ♦ 0 4 0 '"_ 2a FA a ,. i 1�j 4 (t NIT SEE NOTE 4 r P 4111 i' I 15$10tiS ,........ .. ......++ -_._ .1� .y., -.4:.4- _ .i « . x _ ,..,,,,, --,--k- , 16"x10'FADN SW,. TO 48'x12" SEE 1s110- a ; I . ST `` ' 3 .. ... ....: ......:...„� .. — _ NOTE d FF, S TRANsrpfJi6 PIECE , 4 d 1 VdtFt.?CONNECTIE3 ..., ) _ ` a I I G__ _ ..�......_. ...._ • = DUCT HANGARS ELECTRICAL ROOM I ; LY AIR CONDITIONING I e HP AFL, s : r 1 i ✓ f � NOT a.TYP{ RFEREN • ♦ =DUCT HANGARS PLUS LATERAL BRACING I UNIT tstat» 2 Y " 1 , .. I ` ° ✓ NOT A P P R WITH THIS PERMIT MO (' ;^� WES P c, * T3,3az 0 • vim¢ : WET' rm ter . ue / ‘ ` r WA JSW 0 4 MAY 2010 " 11 , 140 . " 0. N> � CLEAN WATER SERVICES MN°ADYYORK$ ow Sco 0.4,, : 200 -hN •141 t °T C JUNIE20 '4'F ' tti � . THIS BAR IS ONE INCH n S CH2MHILL DURHAM AWWTF HVAC 200-H-141 . cJS DADW # WHEN DRAWING IS FULL a.r+MNa�14..s1a PHASE 5B1 WEST PLAN . xxxx , SCALE. NO DATE N APVR DESCRIPTION I EXP. 943.11 1 !; ' LEO EC./..: 144e =r -c AV* DATE' ORE �Ix�9xw re IaaY. H eoro,Ovum9712348379 HEADW{3RKSIMPROVEMENTS „ sa10 AI oust Irylr ON *04-301 WITH 10100" SUPPLY REGISTER @ 8 AFF crvp oF 2) . . . _ iiijr- ... „.......„,...,,, r _ L ... . . ' .. .... .. r--. , !IgrEgr -- - - . ......., ............... 1 I lj ''',■. ., I i la - , s _....,,..,..., ,., .1 1. REBALANCE VENTILATION SYSTEMS TO VALUES INDICATED HEREIN, I I 1 i , 1 F-30.4 I EXIST, 1 . , fili - - ,. • ,.,.,,,,_„„,.,.,___ ___. . _ ......,.. , ,,..„. . or „ , ,,,., , .„,....„-- a„,„„ .. ..,. -„ -„.,......-„,.....„ 2, INSTALL NEW MIST ELIMINATOR - . ; / , , i IN ODOR SCRUBBER. SEE DWG . I , , (500) 4.4 I 200-Hg501 FOR DETAILS. 1 1 EWST. 24gx24 SA ON v I \ \ , - """.'.-.', .. ... . ........... , ,----- : i •!.;i I I --- - ' LEVEL I INSTALL NEW 30' DA MANWAY IN TOP • • , , I " ..f.:- • ' - - : - , HEAD OF 000R SCRUBBER SEE -.r• - •111, , I 1 ' . . , i DET , , 1 i I 1 I / 1.1 4 1 1 i 1 i AIL 4 ON 200-H-501, % I I „...,.,' II 1 I ' . ' T g 1 .; 1 -......,3 ! 11 ' • .7711.-:- - 1:1"."11 MOUNT 1. :=2 4. 12'WKIE°H MIN ON IMUM SIGN I : ::. : 4 ' 1 I 1 ON TOP OF ODOR SCRUBBER I I I : I 1 ! - : " H : : I 1 AT MANWAY. SIGN TO READ: ‘ . _.,.,: /I:it , " ,„, ,,.,...,!: , „, :, , , , 'CAUTION: MIST ELIMINATOR AND I 1 I \ i / e , . . 1 . .. BLANK-OFF PLATES AND ; . , k- ' , g - ' ASSOCIATED SUPPORTS ARE : _„,.... .in \ ;--g-xs i : t 1.... :. ,, 4 ,,,. DES AS A WORK IGNED — - .....I., ...I_ g . , ''''""' ,:,` .. SURFACE. DO NOT STAND ON EAST.. 10`wr r 1 i , \ : 1 , :?'• NOT 1 ' ye 1 --4--- - i" .„. ,''' .,,.i'',i '" A-• :: OR USE ANY PART FOR , TO STAIRWELL (,, ..; i ' \ rl I , . . ' - j ; ; • SUPPORT. ST. 3624 . " EXIgx* 1/111/011I SII' p . i ; 1 I \ . ; - ; l I ' 1 -- 0 '' -- •,•••C'T.Tr...--11 1 '1111. i $ 1 I ---f SIGN TO HAVE BLACK LETTERS AND YELLOW BACKGROUND, I:ii W I - I - 111 , 5 pgamE NEW LADDER DESIGNED TO ; MEET ALL LOCAL AND NATIONAL CODE 'k I- 1 . ' , EXIST. aN2r EA ON : - - - - - — - 4 -- L.„, , , „„. , ....... _.....„......,...., , : dotemmire . REQUIREMENTS. -, : UIREMENTS. CONSTRUCT OUT OF FRP. - I ? ...... i - I . ATTACH TO SCRUBBER USING FRP CUPS - NEW A LDDER .. ' 11 ! if , ;WA . 0::., i HAND LAYUP TO VESSEL WALL USING NOTE GRILLE W --- > !'t . 1 - - 1f""' ' "1 4 : . , 4 &I COMPATIBLE VINYLE ESTER RESIN< DO NOT I „441111 I s Ig. g g- IHIMMIPSIP'-‘101°1-' :' '' I 'L I '- N- ; : - 11 - --1 _ .h.-0—„ Op s Ara 4 I it • ... .1 — . I PROVIDE BOLTED CONNECTION OR PENETRATE SCRUBBER WALL wail ATTACHMENTS. EXIST, 36 SA / ; . r r . N -. 1 . , : 1 ., - . ,,. ,i ,. , at x , SUPPORT LADDR BY FLOOR NOT BY TANK NEW MIST . , , , E WALL. ISOPHTHALIC RESIN USED FOR LADDER _____ . ? .,, - ‘ ; ''',. . 1 ? ty / / ! 1 i ., .... .. / I • SYSTEM., TANKINET1CS OR EQUAL. • - 1 l'"" ' -4- 1 I ' *" ggl r - ----' -- - . 11( . ELIMINATOR ..4 (NOTE 2) „,... I I i , \ ) - m - , , , , , . . • .... ,...,...,.....,, , _ _i 1.,_ ;......, -,...,J L 4 1. t ..-:,?4 ---/ ;1 :::: L,' ,,'':.',-,,i i I . ' 1 %,,, : i 1. S., SEE NOTE 4 ON 200-H-132. ' ' 1 I , titiER : ki 4 ' ' 4 k '.. . / I'1 . '' f U 1 It 1 3 , ... .., „. .. . .. ..„ . ; _. _ _ „..... ,. . ... r EXISTODOR SGRU \ i i'. il 2000S4101 i , ..,,. - : ;N., ..1 -7- - - -- - - - - . / 1 NOTE 6) cm AND ODOSENSOR , ..„...„.4.,„ V ; . \ X', ; I XIST 38 VERTICAL . " : L ; 1 // , ■ -Ecnoti k 1.1 : ....________ i / E '--, : STACK THRU ROOF g: I : \ I I , / 4 01tI --gt_ - - .,,--r "11. .... . 7 ,........ .. -- l' SLEE 1 ri 'Ft's. ' OR - - - - ''' OVERS FLANGED NOZZLE ' " - 1 IZED g : : / / . , II, aotroNoof Porr .,- ,f2T .-... ; .......,,, ;„...., . ,..„_,.1i etZEVE Z'' i-z,..4i . i i: ' ....„:„.7i SEE NOTE 3 ON 26344432 ..: . .. 1 __._. •:::.„„..... , .„...„ .,, : . . ..,: 4•,., \„ .,,.., ...,, , .• b : ,.s 1 .:: • 44 %Si , i \ , . . ..:., . I I ..., 'N., . _ ii BS - i...tr • ', Av In : s 1 1 I . 1 ,,,,,, : ........,... , iss- ...--. ir : d : • • '" ' • i -,..- I il ,- i 1 • l• . - --4 I . . 11, '1 1: f,-, EXIST. 213 FA k I I .6.. Z.... . , ° . EXIST 24‘424 III 1 ; i Il III 11600) : • I FA OVERHEAD SEE E2aoNtAftDEDK2ov_____...Pt'AN./ ' ti.i.. 1,1, - ; $ ; : ,„, „,,, ;.....„.„; ti. ../....' 1 f ; I I i :I , I! .1-1 - '.1 . - , ...... S.Stigni i 1 , , ;: i I i i ,.", .:... I t II ifil h"TiVk' : ..1 i : .. 1: v, •,•„,....q....,„ ,, i i •,:, isegio Ill J ,,,r :%,:. 44 i l'• tosi• , . . .. , , il , ?„,,,,......- • ,,, _ .:47011114, .. . „ ::. , ,.. . ,,,,,,,..... OF FAN/HVAC REKIMS ' ... I 14gW" i 1 ,_.. . . .,: ko7. , r ,i'. ' 1 , .,. . : , . . k I .---- ----weld , "., „ - .,1''? _ ,1 StSiti° ' f 1 A* 1 , , iti .. '' tifterit, ill SIM:: ..' ! ' . 7 ....j.ar, . : „:1,.. „.00, _ _ _,..,.._ : . , ,.”„..,.: r, : ., , , : ........ ,_, 8 . I,, ti.„„...,,.,„,,,,„.„_.„„„„*„. I,. II —...,' p t' .... MATCH UNE, SEE DINC3 20044-141 e AIM 4 t 14-301 RE EAST PLAN acTLY 4 NOT A OVED WIT IS PERMIT 0 L to .b ,.. . Iltp co 4 , ./.422 • . M C4 • V ° . . .°' PRCS3RAW WiliWT11111. SNI'Et. 113 II 140 i pow JSW „..° A. MAY 2010 ,.. CLEAN WATER SERV HEADWORKS ICES oak: SCC WM* 20044442 ....... . . F '^ °T JUNE 2010 E. Gal. iii THM BAR IS ONE INCH . HEADWORKS IMPROVEMENTS NO DATE N APVR OESOMPTIO EAST PLAN — aleariWterervices CH2MHILL DURHAM AWWTF HVAC DATE 8410 200-H-142 1 1:11331 CAD ME A' WHEN DRAWING IS FULL SCALE. N Out fonteitpuot is dem PHASE 5B1 Ft.c. XXXX `‘-'" 1 EXP. Er4D-11 1 Apra LEE scAts, VC = 1.0 %* onsoaionom 2550 SW H414144m Hwy 114404/0, Cwwgro 971234379 PPM* KV 6 DATE MN APPO t/.. , - NOTES: (-39,000) I 1. SEE NOTE 3 ON 200-H-132 2, REFER TO 20044.501 FOR MIST ELIMINATOR DETAIL& INDUCED FLOW STACK 3_ SEE NOTE 4 ON 200-14-132 _ _ NOTE 5 II - - 4. 1NSTALLLATION OF FAN WITHIN en EXIST. 22' FA FAN ROOM WILL REQUIRE SOME . _ , swim / •• \ 38° FA (EXIST) EQUIPMENT DISSASSEMBLY AND , ri (Typ) 1 1 • EXt EXIST 3 SA rirar"FX 4 Ai 4(NOTE 1) 1 , REASSEMBLY DuE TO LIMITED • ACCESS OPENING TO SPACE. i 0"x3(r i • i : DOUBLE DOORS ARE APPROX. , . • ''' • I . ' 1 ,' ,• • — -'' - ' - mmb,.. — To .,_„........°- 2 ,',..: •.. , 4:4 0 ,I. _IM,IP.. tr.r. F'i ....,,,,, 7. _' ----2.. •-• -- • -i, 6%0* WIDE. CONTRACTOR TO I- VERIFY ALL DIMENSIONS. • . i , . Ii .,i : 1 ' U U U , , ti li t• ki 'j — i , , , i 5, SEE NOTE 5 ON 20041-141, - 4---------• •-••••----------r4C - • -------- 4 -- ' '''" 27: " 4- ft' " 1" :' ''''.- ', I '' ; 1 .:"' : - - - AIMMINININIONIIIIIIIIIIIIII1/41 - : ! , ', :44, , riEwomi , . SENSOR INC ..,-- . I ELTMINATOR \... -I i 11111111111111.11111111.1 __ 1 = 1 . "--=, - • FOR t , HELIC : — — — Ili ' ' NOTE 2 . I EXIST. 24"x36* ,. I I t 111111111111ft 111k. H 1 - , - , ......., ...............: NM Z , L.., • ' :; ,---- a -- ty-------- - • - -, . ---- primult. Gmk,..: , : : i _ • -32-EA ----,- - i i . 1 i MIMI - POINT 4 ' . ,... . • : :• : T 3tri • 11 1 , rAll ' I 1 CONNE toN . ' ' ' , - , , 1 . 401 r 1 200054101 .--- --- 1 . 1 '..,, i , : ODOR SCRUBBER um ; q : , . \ I i • ', 1 (EXST) (NOTE 3) . <, 158104 I ' 1 b , ' Illift... 1 T .--- • ' , . IA, ,..,i ,, 200ACU0401 .... . . : - . „.„..-- WNW* FA 5810- 0 fit 11 I I I 1111011 ' FLEX CONNECT « ION ' ' • . : ;; I ... • • . I I 1111.111" 1---i ! 2005E410 I--- L ELECTRICAL ROOM • , ' „ , it. i . al lij I . , , . . : i ODOR GONTREf. 1 .[F': t 1 li • i : • , AIR CONDITIONING 1 ,•-•"' .."' „II —1 • ' ' UNIT i ••' ri2; ER-1 IMMIK . _ i ' 1 EXLST. 24 CI ri , . , . : POiNT OF I ........... • . . __-,==„,7,7-__,-=-,,,-, ,......, - _ r _ _ - - . : CONNECTION 1 : II I . ,.,1 [ * • I mommimo RELOCATED 32° FA _.,....„..........,,..\-____T -1 LI 1 . , FROM GRIT BASINS i 1 : I 1 i I t 1 11 i' ;: '114.1'; I i • NOTE 1 1 FLEX CONNECTION i (SEE NOTE 3 ON 20041-131) ‘ \ /-. EXIST 42* FA 7 gail, ." ! 1! \ . i /________„„____ . -,. _______-___ . •-. : I . i • ...._____.„ , . i ••• • 1 . : RAIN HMO 1 • • • . I 0 SECTION EXTENDED I 200MAU5001 3/10"1-0" • PLENUM •• - , MAKEUP AIR UNIT I 200-4431 CURB 1 20044441 200 H-742 i 2004401 , WRAP E ., DUCT 'Olj ! EXTEND 30' $A DUCT 3 iNTO Wi3/4* „ PRENE PLENUM CURS SPACE . MA PENE4, ) MEW I : PENETRATE CONCRETE PLENUM I 1 . Iki MINICIPAi ■ ; 200.14501 ,........- J 1 11111.567 ...ii M DUCT i I . SECTION • CII 3.116'- 200 REF ‘ '.... . • .. y NOT AP* ! 2 f -D WITH "IS PERMIT ..... - ,..,... : ,.....- . _ .• MI, NAME SHEET TITLE °MrT 114 o' 140 Dam JSW ,,, MAY 2010 HEADWORKS .,,t sarsinso CLEAN WATER SERVICES De,s. SCC DP& V 2004T301 ' ' "T JuNE 2010 , THIS BAR IS ONE INCH , , CleanWabni CH2MHILL DURHAM AWWTF HVAC wal - : WHEN DRAwiNG IS FULL PHASE 5B1 SECTIONS m t. X500 200-H-301 ( I ExP. 6 cam C.IS CAD FOJE 4, OW WM110411144/t ii Out SCALE. NO DATE N APyR DESCRIPTION HEADWORKS IMPROVEMENTS ''' ..8410 two LEO sox& 3110" .T l'.0" tiMq4.€ V4 2 SW Hiaboto Hwy, Hatboro, Oregon 971234379 - _ 01:0707 mosi 1.. \ 10 Norgs:: 2 I 011 ..,,, • 1. SEE NOTE 4 ON 200-H-.301 (16,000) EXIST 0UL LOUVER • FOR OVERALL PLAN, SEE 20041-141 . I 00EF4 NOTEI I REBALANCE UNIT TO F --- 48 MICR CONTRO. INDICATED HERE LOWS IN. FAN 1 EXIST INTAKE DUCT li4u 4Stj UPPER DECK. 4. SEE NOTE 6 ON 2004414i. T :At • sc . 0 - . -UP , 4 "1:-.:".-IF 11 FLEX ,,L I 1 ---- EXISTING MU -" -301 .a. CONNECTION , ' "s., MAXELIP AIR UN " (NOTE 3) IT \ ,,, I I ( - , 'se I I , EXIST. 32' FA E I le IT i4 -.N FROM GRIT BASINS II: .i: ''-‘ ( , I I --., 1 1 .. < ••• 4 i : NOTE 4 -.404111111114 , • '::, I , 16 0 • ; i t „. ,,,,7 c* 1 :!. 1 \- 48.*A ' — - — .- — - — — .,- 7 , '! , 1 : 1 i 48” FA FROM ABOVE, III ---" ' ' 48' FA UP THRU UPPER OECK. SEE ",-, ' I _ --.... -- I i • SEE 200-H-141 . , FOR CONTINUATION !: , „ 1 --, = 11 110, git( ..-' .-'-' ORWG. 20044.141 FOR CONTINUATiON - „ ;, (‘, .. ,. _L.— „II 1 ..• ,27..,. „, i --, I 401, Ai 4 • - 4.--.4 _ — . .. ..._,... ............ . .."N.; 20044-301 , r.„,_ -- I 20044-301 -......- (4.,,,,. rir II fs. 7 --- 7 -- ,---, f i I --* EXISTING ar FA ON vt ....*"4"........s. FOR HOT WATER GENERATOR To I 2000S4101 I c ENLARGED PLAN ® SYSTE0v1 SEE 20044142 BE ODOR SCRUBBER (EXIST,' 3t&` =1'41' r i , c) , 0 i... ...,....... _ _4 I _ :.2: - _ 1 ----- ° I 1 I • I I I EXISTING ROOF HATCH , e .—.1.— -,-;.- . ,....,.. _ , ,---- .,_„„,,,,_ - , , _ - • -"--c-, , 1 e _______ : ______, __...._..----.. , , .•••, 36" FA ON. CONNECT TOL J • A 1 i EXIST. 36" DA STACK 1 • ! i \ W ABOVE ROOF a ,,1 le i 0 , 1 I i ; . 1 1:2_ ''-4NDUCED FLOW STACK I i Awat ,,, ma f Y k r \ (SE ,, E (*TAB 1 . ON 200-14501) 1] • ...,..,A " / i N '''' ** ._,..1r . 11 i I \ , ....., : '' *I i i 4 I I F I 0 . . .. , , i 1 I 1 4 I I I 1 I I I I I 1 I : i ' I . , i , - ' • I 4 1 \ . .: : 1 I . It , 1 i 1 i 1..., i I IR . 1 1 \ I I a I i = OVED . ;/ - 1 - T - 17 - T a IIIS MIT 0 _____ ,,.._ , • :,.. i .... I *------- . NOT ITF . pE ROOF PLAN n lit,71.4- Oft 4 .,,,v•T3 Kati .L. , .. ' v - ..... 4 ' 1134841-4M-C f 115 CI '' 14o owc* am, SW MAY 2010 HEADWORK OF . wrawros — • .. CLEAN WATER SERVICES , III JUNE 2olo ow, 200 Li 401 DURHAM AW1ArIF HVAC PATIE -It f. OW ,„„_,,, THIS BAR IS ONE INCH - C3eanWateri CH2MIHILL - 200-H-401 WHEN DRAWING ES FULL PHASE 5B1 PARTIAL PLANS KC s )(XXX MIK. E_Js CAD , .,f, . allt 144414itteukt is dim XP. 6 SCALE. NO DATE N APVR DESCRIPT 1 E 1 ION A4 HEADWORKS IMPROVEMENTS cw$ 6410 .0 LEC Sr..x,e AS SHOWN 0494momon :m 1 . 79 ' 2 SW KUM> HON H 300 °mow 97 23 93 414i0.444- 1 ' RE'eff .13ATE EARtI ARV NOTES: CONCRETE WALL 1, MUNTERS VERTICAL FLOW T.271 POLYPROPYLENE MIST I•39,000) DUCTILE IRON WALL ELIMINATOR. EACH MODULE 2446546-5/16" HIGH. • - (pc..FI NG) TOTAL OF EIGHT MODULES REQUIRED, MAXIMUM OF 025 - (CENTERED) INt.:HES WC PRESSURE DROP I.; 29.000 CFM. PERFORMANCE WEEP RING TO BE 99-9%REMOVAL OF 30 MICRON DROPLETS 6 LARGER. 2- BLANK-OFF PLATE, 50' ft —...— 4"I #' P CON IPE N w E iF CT ukN HO G P E E co TO N DI NE W ci At o L NI 3. INSTALL SUPPORTS, BLANK.OFF PLATES AND MIST ELIMINATOR MODULES LEVEL AND PLUMB. / 1 TTh I PROVIDE TYPE 316 $S HARDWARE • I I 4- ALL WETTED HARDWARE TO BE 316 STAINLESS STEEL. AN NE I t —__4:____—.1 1 f. i . 3' DA 4 -....7-- , BLANK.OFF PLATE /0' * 1 r TYPE 316 SS V STONE TYPE BACKING FLANGE 5, ATTACH SUPPORT RING TO INSIDE WALL OF EXISTIN 1- G t 11r 1 — — m - r — 1 ------c AI .4 I.- HOPE PIPE (SA) S TO CR P U R BR OV E ID R E LAM 50 rS E 1 ((1 , \ . mart LE WITH EXISTING. DO NOT BOLT TO WALL, RESIN TO BE — -""""' ' '""'"" 6', I :::== M 6. SCRUBBER RESIN IS HETRON 922 WITH 10 MIL SURFACING INSTALL FLANGED CONNECTION . ; i I VEIL. FILAMENT WOUND STRUCTURAL LAYER, AND 010 IN COMPLY W/ASME/ANSI B16- .... 5. ....-4-- NOTE 9 NOM DA t 1 I" IA PLENUM I TOTAL LINER THICKNESS. REFER TO ORIGINAL. CALVERT CLASS 150 FOR FLANGE DOCUMENTS AND DESIGN FOR ADDITIONAL INFORMATION, THICKNESS AND BOLT PATTERN - i . I WEEP HOLE -.....4.• I MEM tol I , 1 N III I ATI GUSSET PLATE SUPPORT. TYP I 1 FTTANsul<ppW0A4LTAcSApRAECOUrry 9) REQUIRED 7. PROVIDE A MINIMUM OF TWO BOLTS AND HARDWARE COMPONENTS ON EACH SIDE OF BLANK.OFF FOR • APPROX. 12" (CONTRACTOR lo WM= aiiiiii I CONNECTION I ATTACHMENT TO SUFIPORT RING OR SUPPORT TEE. TO VERIFY I PT OF I I . 8, ANGLE SUPPORT RING. BLANK-OFF PLATE, SPACER PLATE, , I----MINDATZE AND SUPPORT TEE TO BE MADE OF FRP COMPATIBLE WITH r EXI T. 36 TA DUCT I EXISTING ODOR scritmeen FRP. ! . .../..– EXIST. ROOF I I I I , 9. VENTURI STACK TO BE DESIGNED TO ACCOMODATE ALL ' I 1.4 LOADINGS INDICATED ON STRUCTURAL DRAWINGS, I ' /' _,..14... AS REQUIRED FOR PIPE PROVIDE GUY WIRES IF NECESSARY WEIGHT OF ,..L ' INSTALLATION (6 MIN t STACK ASSEMBLY SHALL NOT EXCEED LOAD BEARING WEIGHT LIMIT OF EXIST STACK OR SCRUBBER EXIT NOZZLE AND VESSEL HEAD, FOR FRP REQUIREMENTS . SEE 15e92. - PLENUM/DUCT 10. NEW RESIN SHALL BE COMPATIBLE WITH EXISTING, (29,000) CONTRACTOR TO VERIFY RESIN TYPE, lir . AIR STACK ® _ W HOLE — NTS CONNECTION DETAIL ii, PROVIDE STRUCTURAL CALCULATIONS VERIFYING THAT NEW INDUCED ACCESS 1.4ANWAY WILL NOT COMPROMISE TANK STRUCTURAL INTEGRFTY. CALCS SHALL BE STAMPED SY STRUCTURAL OR 0 CIVIL ENGINEER IN THE STATE OF OREGON. 200-H,201 12. CONTRACTOR PERFORMING MODIFICATIONS TO ODOR CONTROL SCRUBBER TO HAVE A MINIMUM OF 5 YEARS linli EXPERIENCE IN THE DESIGN, MANUFACTURE. AND REPAIR OF FRP VESSELS OF SIMILAR DESIGN. DUCT WORK NOTE 1 I MP FABRICATORS WILL NOT BE ALLOWED, (TYE.) NOTE 2. . TYPE 316 SST BOLT TYP OF 4 AND HARDWARE. 318" MIST ELIMINATOR MODULE V i DIA, MIN. OF 32 PROVIDE lliki N‘ WEEP HOL GASKET E e s 7 - TYP OF 4 . 1F8' THICK HYPALON ii, 'ss , ' 4"x4' FRP SUPPORT TEE / \ ; ,N.,, MODULE 36 DIA ACCESS ' NOTE 6 — Alh, 7 I - ... 'I MANWAY NOZZLE ' 40. ORIENTATION •41111111144.-‘ ' 401,7`11111.419‘ NOTES 4 AND 7 111=r `,... ' , 40000,■.34.7:0410. -....._„... I ,/ , I '',... ' I .,/ ' s I \ I I • ' 'N • .‘,.. I \ • ,... • , 0 : ' .0. 40 00..-0%. ve MN THICK 24" TO TOP ' 1.'", FRP BLANK-OFF rillillir I 1 1 sg . .. ' . ' ‘. • 0 . '14" ' ' 4 ‘" ' I ■ „I s ''.:N. . • .01%, 'lb." '114; OF STRAIGHT PLATE. SIZE TO ' ..,' SUPPORT "li. A 411 SIDE OF ODOR MATCH OPENING ../ 1 Ot_.N. I ....... t EXIST , ..,.' - ..".1111,2%,.. 4 * • ._411 Ear / / 0 . , I I N. N. . . I ., / 1, •.,, . .. SCRUM.R v „... , IP 4 ''..,,, "..,,.; ; SCRUBBER I V I.".. ,V '`.... ..1 fel TOP ' '"..T.Ifg, .14,41. "IN )11 -2 NOSE SHELL - ..,..., . - .. . 'lb 1 1111111■111111 1111111111■1111 UMW .... MEI .4 . ,,,... "*./ ep ..... V 1 ■I'llilb, A0 1 --■ .S 27..0.11,.. ...1\1■■ 401101t--will , II MMMI ■11/110111111111111/1 ■••■ MIMI 1.1 I . 0 ' 4'. ./ 0 ..... CLEAR PLEXIGLASS - 36 ,. „, N.,,,, ' ' :N$ .. , 1■1■16.0•111=11111111111•1 11111111■11111 ..? .". I • r 1 , 4 IND FLANGE_ MIN, . ' I ";•..' , -1....4,,, , . 1 . 1 • EXISTING ..1 ma 7 , 1 • 4 aL 3/6" THICK ' '''',..„ '''... • ' / 24 . SCRUBBER I > z . I ....... 1 WALL \ 0 • • ' '''.. . " ....,.. ,.1 0/ ""„.. ,*" . II GA$ FLOW \ , , I 4• WIDE FRP SPACER \ , , V I s - ../ 'I / / ' h) PLATE. THICKNESS TO I / / MATCH SUPPORT TEE \ ' , I I .•'' ' . -----------`"-.-; . / 4*xr ANGLE SUPPORT RING, , "•".. • -..... i I rx4" SUPPORT - NOTE S TEE, TYP OF 3 \ I ii I i l I / INSIDE LAYUP, TYP II I II ..,.., • \\,... ...... i --, ...— I . SUPPORT RING i 38-3/4" I 30.3W I . O MIST ELIMINATOR 0 ACCESS MANWAY NOTES 10, 11 AND 12) 0 TYPICAL T-271 MODULE UNCUT SECTION {NOTES 3, 11, 10 AND 12) — NTS NTS NTS 0 20041-201 — — -- AkSiD P941. REFERE Y ti.t..- , NOT ATP -D WITH THIS PER _ ii, ' MAY 2010 Paa, NJAK SPF1 • ,,T!, "F'' 116 r"' 140 DWG * ,151./V 13 INIMINIMI CLEAN WATER SERVICES HEADWORKS , .. _ raw JVNE 2010 E. GO 200,, N,601 DURHAM AVVVVTF HVAC THIS BAR IS ONE INCH ' CleanWaler CH2MHILL . 200-H-501 — - ',HEN DRA.NG ,s FUl. L PHASE 5B1 DETAILS AND SECTION pw. )ootx C ■ GJE CAD IME g Ow sonisminmast 64 Ow I FXP. 6-30-11 SCALE. NO DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENTS ' .. cws o. LEC scg _ _ ts AS SHOWN DFMAPI:()% 2.W. SW Hata° Hwy, Nillsbeco, 0.agon 97123-9379 - mak O 13410 . REV O (AN Of*. ..Pfn., SEQUENCE OF OPERATIONS, TES A. MAKE-UP AIR UNIT 200MAU5001 1. ALL HVAC UNIT CONTROLS MAY NOT BE SHOWN 1. MAKE -UP AIR UNIT (MAU) 2001AAU5001 SERVES THE NEW COMPACTOR ROOM AND ALSO PROVIDES VENTILATION NR TO THE IN SCHEMATIC FOR PACKAGED UNITS, EXISTING SCREENING ROOM- THE MAU OPERATES CONTINUOUSLY TO PROVIDE A MINIMUM VENTILATION RATE OF n Mi CHANGES PER HOUR (ACH) TO THE COMPACTOR ROOM, THE MAU IS A NATURAL GAS, DIRECT•FIREO UNIT PROVIDING VENTILATION MR AND HEAT FOR THE SPACES 2 THE MAU IS CONTROLLED BY THE VENDOR- PROVIDED CONTROL SYSTEM. A START SIGNAL FROM THE LOCAL CONTROL PANEL/DM-OFF S MTCH INITIATES TN& UNIT TO RUN if THE LOCAL ON-OFF SWITCH -IS -IN THE-ON-POOITION.. THEEIAB- ORMALL - - - -- - RUNS AT ANY TIME THE ODOR CONTROL FAN OPERATES, THE MAU WILL NEED TO BE RESET AT THE LOCAL CONTROL PANEL 1111.�' UPON ACTIVATION OF THE SMOKE DETECTION OR BURNER FAILURE MAKEUP AIR UNIT 1 3 THE VENDOR- PROVIDED LOCAL CONTROL SYSTEM INITIATES AND CONTROLS THE MAU GAS -FIRED BURNER TO MAINTAIN THE ii r SPACE TEMPERATURE AS MEASURED BY THE VENDOR - PROVIDED DISCHARGE AIR TEMPERATURE CONTROLLER AND THE VENDOR- PROVIDED REMOTE THERMOSTAT. THE THERMOSTAT HAS AN INITIAL TEMPERATURE SET POINT (ADJUSTABLE) F�7e' REMOTE IN OF 50 DEGREES F. THE DISCHARGE AIR TEMPERATURE CONTROLLER HAS AN INITIAL TEMPERATURE SET POINT L `"' W - $ R EMP T E ROOM (ADJUSTABLE) OF 55 DEGREES F. THE REMOTE THERMOSTAT OVER -RIDES THE DISCHARGE AIR TEMPERATURE SET POINT IF THE ROOM TEMPERATURE IS LOWER THAN THE DISCHARGE AIR SET POINT, ©. 4 THE MAU HAS A VENDOR - PROVIDED SMOKE DETECTOR INSTALLED IN THE DISCHARGE AIR PLENUM. THE DETECTOR INITIATES AN ALARM SIGNAL TO BOTH THE LOCAL CONTROL PANEL. S. LIFE SAFETY PANEL UPON DETECTION OF SMOKE THE LOCAL CONTROL PANEL SHUTS DOWN THE MAU UPON DETECTION OF SMOKE SD 5 THE MAU HAS A DIFFERENTIAL PRESSURE GAUGE TO INDICATE THE DIFFERENTIAL PRESSURE ACROSS THE MAU FILTERS THE GAUGE DOES NOT INITIATE A SIGNAL ON HIGH DIFFERENTIAL PRESSURE H B. THE MAU HAS AVENDOR- PROV €D£D DISCHARGE MR DAMPER THAT CLOSES WHEN THE UNIT IS OFF co a w W H� 7, FOLLOWING POWER RESTORATION, THE MAU WILL RE -START AUTOMATICALLY IF IN THE ON POSITION •OO4CUTSIDEAIR -- - U VS U COMPACTOR SCREEN LL a: irw - S. THE VENDOR - PROVIDED LOCAL CONTROL PANEL INITIATES A COMMON REARM SIGNAL TO SCADA IF THE MAU CONTROL ©� ROOM ROOM SYSTEM GENERATES AN ALARM OR FAILURE CONDITION- THE VENDOR - PROVIDED LOCAL CONTROL PANEL ALSO SENDS : A RUN SIGNAL TO SCADA. THE RUN SIGNAL IS PROVED VIA INTERVAL MR FLOW SWITCH TS 4 THE MAU HAS A VENDOR - PROVIDED AIR FLOW SWITCH THAT PROVES RUN STATUS IF FLOW SNITCH INQTCATES LOW FLOW OR NO FLOW, VENDOR - PROVIDED LOCAL CONTROL PANEL S ENDS LOW FLOW ALARM SIGNAL TO LIFE SAFETY PANEL pq N 10. FOLLOWING POWER RESTORATION AND AS PART OF ITS STARTING SEQUENCE DISCHARGE DAMPER SHALL OPEN AND I DAMPER M A PURGE CYCLE WILL COMMENCE PRIOR TO INITIATING BURNER, • - _ - - B. AIR CONDITIONING UNIT 2OOACU0401 O AIR CONDITIONING UNIT (ACU) 200ACU0401 SERVES THE NEW ELECTRICAL ROOM. THE ACU PROVIDES ONLY COOLING TO .. - - - -- NG THE SPACE 2. THE ACU IS CONTROLLED BY THE VENDOR- PROVIDED CONTROL SYSTEM. THE ACU OPERATES WHEN THE SPACE TEMPERATURE IS ABOVE THE SET POINT AS MEASURED BY THE VENDOR -PROVIDED REMOTE THERMOSTAT. THE THERMOSTAT HAS AN INITIAL TEMPERATURE SET POINT (ADJUSTABLE) OF BO DEGREES F COMPACTOR ROOM MAKE -UP AIR UNIT AIR FLOW SCHEMATIC (NOTE 1) 3. THE ACU IS PROVIDED WITH AN AIR-SIDE ECONOMIZER THE ECONOMIZER OPERATES BASED ON THE ENTHALPY DIFFERENCE BETWEEN THE RETURN AIR AND THE OUTSIDE AIR, THE ENTHALPY IS MEASURED BY THE VENDOR -PROVIDED NTS ENTHALPY SENSOR. OUTSIDE AIR AND RETURN AIR DAMPERS WITHIN THE ACU MODVLATE AS REQUIRED TO MAINTAIN THE ELECTRICAL ROOM TEMPERATURE SET POINT- THE ECONOMIZER MODULATES FROM THE MINIMUM OSA PLOW TO MAXIMUM PERMITTED BY THE ENTHALPY CONTROL 4 WHEN THE OUTSIDE AIR IS UNABLE TO MAINTAIN THE ROOM TEMPERATURE SET POINT, THE VENDOR - PROVIDED CONTROLS INITIATE THE SYSTEM MECHANICAL COOLING, THE VENDOR - PROVIDED CONTROLS MODULATE THE COMPRESSORS AS REQUIRED TO MAINTAIN THE ROOM TEMPERATURE SET POINT 5. THE ACV HAS A DIFFERENTIAL PRESSURE GAUGE TO INDICATE THE DIFFERENTIAL PRESSURE ACROSS THE ACU FILTERS THE GAUGE DOES NOT INITIATE A SIGNAL ON HIGH DIFFERENTIAL PRESSURE 6 THE VENDOR- PROVIDED CONTROL PANEL INITIATES A COMMON ALARM SIGNAL TO SCADA IF THE ACU CONTROL SYSTEM TS ©M R IN GENERATES AN ALARM OR FAILURE CONDITION. © I CON TROT PANE 1,000 CFM } 1200ACU4101 I AIR CONDITIONING UNIT OSA (100 CFM MIN) r= GRIT 8,500 CFM STORAGE ei -r (z,) • N U L COX W O W iti z 2,D us II x U AU SCREEN 6,000 CFM O2 a < �' ROOM 9,000 CFM w _,! FM I 15,000 GEM RELIEF - BASINS 9,900 CFM 11iN I 1 lin ' T� T T ENTHALPY OOM REFER L Y SENSOR �� - - 12.200 CFM STAIRWELL 3,400 GEM -I 200MAUS001 1 NOT APP � WI1S PERMIT SUPPLY AIR RETURN AIR TO ELECTRICAL ROOM COMPACTOR TO SCRUBBER AND FROM ELECTRICAL ROOM (150€1) ROOM 8 CFM 29 CFM ,' J INDUCED ED FLOW W STACK (1400) ELECTRICAL ROOM AIR CONDITIONING UNIT AIR FLOW SCHEMATIC (NOTE 1) 0Dfl S Y S EM ROL NTS 10,700 CFM FUTURE 1.000 CFM HEADWORKS FACILITY PARTIAL AIR AND FOUL AIR FLOW SCHEMATIC NTS aur. JSW y't MAY 2010 ' += ..v,u': .,lrc -am.r. SHE.' 117 Q 140 'rvr, a . t " + rrrrrrrrrrr CLEAN WATER SERVICES HEADWORKS Das F „.0 BOO 2oD.H Cnsl�:fy `'�V DURHAM AWWTF HVAC JUNE 2010 �a ce + _... _ THIS BAR IS ONE INCH WHEN DRAWING Is FULL CH2MH�LL 200-H-601 cst cJS „�, Olt �„� PHASE 561 A F LOW SCHEMATICS PEAk XXXX SCALE. NO DATE N APVR DESCRIPTION ( DV, 6-76-II AS SHOWN I of*. , .; , " [ 508YH edx Hvy H4U�O fci.Q o 7I73.9i7T HEADWORKS IMPROVEMENTS 2 6410 • . . PACKAGED AC UNrr ; I i I 1 . , I SUPPLY : MIN FAN COOLING SENSIBLE 1 PHAS SIZE BASIS OF 1 BASIS Of CONTROL TAG NUMBER 1 EQUIPMENT TYPE LOCATION I SERVICE AIRFLOW ' OSA ' ESP SPEED 'CAPACITY CAPACITY EAT LAT MOTOR - DRIVE MOTOR I VOLTAGE 1 E FLA MOCP WEIGHT SOUND Lalfirali DESIGN MFR I DESIGN MODEL : PANEL ACCESSORIES COMMENTS : (ACF MI (AGFA) (IN WC} (RPM) (TONS) (MN) SEER (FDEI/FWBIL(FDIUFW131_,INP) ;(11/Hpl „ ICS/AS) MCI, (V/ i S) (AMPS) (LBS). 1 • ' ‘ • '1 , IN.).4.014., —. : , ----- .. _ — , . HEACWORKSI ,, I : ' 1 1 1 AIR CONOITIONNG ELECTRICAL ROOM 1 1 1 I 1 1 SEE _200AC U4101 _ UNIT _ „ OUTSIDEDROUNDI„ i 1500 1' 0 1 0.5 4 37.1 150 801135 57/55 0,75 1 0.5 CS OOP 480 ' 3 12D * 15 7130 __72 90 54 1_48 TRANE ETSCOISE 1 SPECS ECONOMIZERMO HEAT NOTE 1 ... ...... .4w,, , INuatiM AM OIMENNOPA SMAJ.L. PrOT MEET; 7EM4CHES(1.01.0 BCE wr3uPPLY AND RETURN CONNECTIONS) DUE TO MTE SPACE RESTRCTIOMP : HVAC MAKEUP AIR UNIT • I SUPPLY AIR : FAN NAT. GAS HEATING SENSIBLE 1 SRI 1 BASIS OF BASIS OF CONTROL TAG NUMBER , EQUIPMENT TYPE ' LOCATION I SERVICE FLOW ESP TSP SPEED HEATING PRESSURE CAPACITY CAPACITY EAT LAT MOTOR DRIVE !MOTOR VOLTAGE , PHASE WEIGHT SOUND Lidffsli € DESIGN MFR DESIGN MODEL PANEL ACCESSORIES (ACFM) . (IN WC) (IN WC) (RPM) SOURCE IN WC , (ABM) (MIN) , (DEG F) (DEG F) (RP) (BHP) (CSIAS)1 ENCL. (V) i ( , a) PO `,. *I (IN) . - HEADWORKS . 1 1 1 COMPACTOR ROOM/ SEE 2001AkU5001 MAKEUP ARUM' 1 1 HERON/MKS OUTSIDE) 12,200 1 0.5 1.2 , NAT GAS „ T.,_ _ 450 450 17 50 ,. 15 10.3 CS • OP 480 3 „ 2500 88_, 70 1 , 52 „,,REZNOR ROF-2•120_ . SPECS SEE SPECS . 1 • . , . . , FAN SCHEDULE , TAG EQUIPMENT ! 1 LOCATION /SERVICE 1 FAN TYPE INLET . TOTAL S ESP FAN MAX SAFE : MOTOR DRIVE MOTOR ENCLOSURE VOLTAGE PHASE WEIGHT SOUND SIZE BASIS OF BASIS OF ACCESSORIES COMMENTS NUMBER , TYPE AIR FLOW. AIR FLOW 1 SPEED FAN (SEE NOTE 3) (SEE NOTE 1) DESIGN MFR DESIGN MODEL I a I (CP (-": (IN WC) (RPM) , (RPM) DIP) 1131 (CSIAS):, (V) (LEIS) ((1B} (IN) ! _ 200EF4101 : ODOR CONTRO:. , AN 1 EXiS T FAN ROOM 1 CENTRIFUGAL . 29,000 29,000 i 8,3 1529 1661 75 58 CS ; TEFC, CLASS 1, DIV. 2 480 3 3000 : 80 SEE DIMS HARTZELL A41-0-403FA-83 NOTE 2 I NOTE 3 ' 1 I _ 1 _ , , , . 1 NOTES: 1. AT 5 FEET, RADIATED FROM HOUSNG 2 FOR LIST OF ALL FAN ACCESSORIES SEE SPECFICATION. 3. FAN MALL HAVE TO BE PARTIALLY DISASSEMBLED TO ALLOW PLACEMENT N EXIST. FAN ROOM DUE TO LIMITED ACCESS OPENNG SIZE. FAN WILL BE REASSEMBLED INSIDE FAN ROOM AND SHAFT RE-ALIGNED AS NECESSARY. CONTRACTOR TO VERFY ALL DIMENSIONS AND BRING UP ANY CONSTRUCTABLITY ISSUES TO ENGINEER P4 ADVANCE. • Y . REFE E 1 VED WITH THIS PE 11T NOT Ok r^O'Ni 's• *V,:u % . . ,,‘ o r O' : ,s, r MAY 2010 PROJ *WE ' 3.EFT Trnr slIEW 118 °` 140 °w' . arroms CLEAN WATER SERVICES HEADWORKS Do+ SCC INO 0 200-H 9. JUNE 2010 ` I. GAO THIS BAR IS ONE thrri CleanVVaterServices CH2MHILL DURHAM AVVVITTF HVAC 0.7 , ow. CJS CAD ME I, WHEN DRAWING IS FULL pt,c . XXXX - 200-H-602 SCALE. NO DATE N APVR DESCRIPTION Oar erranataarst ii Am PHASE 5B1 EQUIPMENT SCHEDULES ,. I EXP. 6-33-11 I i APPC LEC goar NONE HEADWORKS IMPROVEMENTS ° 6410 _ W., a DAM Vis _ ns _ oesmoror 2550 SW Hilsbom Hwy Holsboro, Oregon 971234:179 rmo.i e. _ : • co . 1 iir ew 3" NG "••••ir. . SEE NOTE 3 , i NOM , ....,...„_, T. TIE INTELEXISTM 3' NOINSER-STORAGE ROOM E 11.1 — ' - — —. , ,----- BEFORE ANY TEE TO REMOTE EOUIMENT. ROUTE . — •-• — ' — — " I . • : . • • • NEW 2' NG TO MECHANICAL ROOM 310. FOLLOW 2/060 ROUTE WHERE POSSIBLE FOR NO TO 141.5.301, .I I -i • • . : , , 4 • . 1 - • CONTRACTOR TO FIELD VERIFY ROUTNG, t. : -, 1 1ft NG I II TO MU/302 / , . .I . 2. TIE INTO EXISTING 1 IQ" PVY INSIDE STORAGE ROOM 2 NG I I • BEFORE ANY TEE TO REMOTE EQUIPMENT. ROUTE . . . ' , , . TO MU/302 .. " •. . . , , • i N RO EW N U T T 1 RA E I W / C 2 H T E PW A T T EPOSS: F g OR -3 NOT 1 IQ" PW ' I : , • ROUTE RV/ OVER ELECTRICAL PANELS, rcr . . .• . 3. REPLACE EXISTING GAS METER AND EXIST. PRessune • 7 . • . • • • . • . : • REGULATOR WITH NEW GAS METER AND PRESSURE SEE NOTE I I I I . . . . . . . ... ... • . . REGULATOR. REFER TO SPECIFICATIONS FOR ' • REQUIREMENTS. ' . : I I . • • I ' .• ••• • I • i RESTROOM I I 1 11 • . • :•• • . . ROUTE ABOVE EXIST, 1 • . • • • DROP CEILING IN i I 4 V 1 : • • r . 1 . • 1 : i ,L,. . t . i . a L .1 ' .• :• , .i.- I L _ — . — - . • • MULTIPLE PIPES AND CONDUIT WOW I . • • • • INCLUDING NPW, ELECTRICAL . . • CONDUIT S CHEMICAL FEED PIPING I , EICIST040 OMR EXLST IN THIS AREA. CONTRACTOR TO FIELD VERIFY ALL OBSTRUCTIONS - I I - 1 / 15521 OR I L \ • . I / ICE3/ • ' / _ CONTROL SCRUBBER AND FIELD ROUTE AS NECESSARY I I i'1300S4101 I / ' I I . 7:T: i., 4. ,..: . .,, t : : :: -: -r.3:—.4- ' ../ 1 : , . 1 1 , 4,„ :,---- =:,:=Agt,---- 1 ! • . . „ : : . ,,I• .,.. • • • • I i • L L i•• =,• .......,...– : I -4, • , . . . i 1 • , • . , ..• , ; ; , OUST, 42 Nt/ DUCT SEE DWG 200/P/142 CONTINUATION i I ' • • . : • • FOR ' ..• : - • I I I i I , , 1 : . .• I I : .. • • • : .•I : - - . . • : .••: I i / : , . . • : , I I : / = • 3 / : : : / = • • . I I 3 / = • = a t 4 . : • : f , : — , ; :•• • • • • .•, • . : • : , , , • • • I , , „ . . . , .• : .• .. i , •R ., . .• 1. • I i ' L • i l• . 1 • • . - 1• • . . . . v . i • REFERENCE WITH THIS PERM R m , LOWER LEVEL EAST PLAN NOT A PP Rm r . i 1/4"•V/0” 0 - I T ,. 4,0 g t ..,. ,„ .„. • 1 ! ; ratc MK : yi, MAY 2010 IIIIIIIIIIIIIIIIIIIIIIIIIIII PROJ WOE WET Ma. SSEET 119 c* 140 D' air ••• 11111.1111111111 '411 I I I I r HEADWORI1S 44,,,„ '''S' CLEAN WATER SERVICES / JuNE 2010 . maim LOWER LEVEL EAST PLAN .... sec DWa # 200.P-132 • 200-P-132 THIBBAR IS ONE INCH CH2MHILL DURHAM AVWITT L PLUMBING DATE WHF I/1 DRAWING IS FULL PHASE 5B1 O KC rt. XXXX , OW US CAD PLE * alit aseadliest Is dew SCALE. NO DATE N AWE OESCRIPPON p i HEADVVORKS IMPROVEMENTS tvek 8410 , Apo._ isc lir 10 SICALO.: •-• ... 2sro sw .1... Hwy, Ilavvoro, Of0990 32123/RI79 PI/10.# rt *We* OAR CM APIV _ , tiQr...glc . • 1 _ _ROUTE NG ABOILLOVERHEAD DOOR. NTA i. ....... ....... i.,==.- — ,,,,.., • , ••••••• 1. I • ri I . ; • i \ z.. , 2. ROUTE NG DOVVN INSIDE FACE OF WALL AND mAIIN STAIRWAY CLEARANC. E NO ' I :€• ' r – . ' -:,.. ,,(7, --, - i 1 - 4 IMIGH ''' i . ' ' '.- - ',. 7 , -11 • ; ,,,,:. 7 g) , , - 1 - ' ' 7'' 1 --• II i ' I. , .. - : , t.4 g 3. PROVIDE E FLEXIBLE CONNECTPIPING ION I N PIPI ...= € I i \ \ ; SPANNING BETWEEN EXISTING PORTION AND i € 1 /1 - i s 0/ i # S i - s, S .//' .f i i - - . ' di / v A I I .. n!, NEW ADD r ITION. SEE PLUMBING SPECIALTIES SPECIFICATIONS. • 1 1. 1 ; - 1 :. - \ : : 1 °i / *a- .,....;:ss, ... ,,,..!'......: ,i,„,... s . ss / 4 . CONTRACTOR TO FIELD VERIFY ROUTING rs-----7 I I jt6C-711 \ 1 , j , . , , € -- -----„L_,, 1 / t I i ', ,,, i : .A .,,. \ y i i . i 1 . , — ,......_..,„_, \ / \ / \ ' '. 1:- ' - 1 3t: 4 \ 4 / i ",. 1 "-.'"•!!"'••"-4744•14 7 4. 4 4.... 4 iff • .,,,...-.,----- , . , .,- / r.,--- 1 4,,,_ 4 / ; . I'', ---- A 1 \ ,. 4! mei • \ \,.. 4 4 •• 1 4 : •. 4 . '4 4 '4: r — • , ; = , i -, , N I % \J: ;,), , , ! t; \ i \ " X1 ‘ „1,---- . :',,' , ,. A.,. \--- ‘ ,...' .. , , .,, , 1 ,,,, \ , 1 1 , I 309 I ' • . 1 Yr/ -,-, \IA .....„,\. V ! 1 35 i k '...\\"\ , . , i „--q lk 7. '' 1 1 . , .. ' AV " II \ii \ .3 1 / era . , . . ' '' \: :o. rEok I '..:':. -....":. .. . 1 / . 1 ...%.....v.- .......,._...„),/,..! ...!. . 6 4 . ill ANNULAFF71 / • I/ I i . ; ,......,.._, =4'; . / - . i . I tt t ; t ---; ';-;;; ; Allit V 1" - - 11 :, - ----- III ' i 1111111M, .,..___ , i• T NG I : --- ' 7 , . € ;€ . \ rj I •- .___.„.„.... ----‘, , .. _ _ ._.._______ ,7r -- — --,-,........,.:-._..„..-„_—.z„--:--,— - - 1 . 4 ' liS. 1 I 1 1 1 i 4. , : tIti - I 1 I i• — \, \ , 1.. ... : : ‘,...:....•,,,,, . -5,,,,,.:•••,..m.1,-4 , , 4 I ,11 i kl ! ' • i McIEKALIIVA4. T ....411: 114 1 -1 , ......,_ - 11, . H. . 1 1 . i 1. I,' 1 i ..-,, , , ..- .. , , : :. i ... ' . il . ; . I 313 I € j: • € ' ! 14 ; 1 ; i , . ;. = I : I ; ..j' __ I 1 9. . . jr , jj € ; - •• :, ai I , , , , . .. . ; . 1 11717... 1 11, ; : ',-, . , I , ,, i „;.: „ , ,,,i, .......„. , , .: „ . , . , , . , := 2 -Te---go,kuku..5ol , ----;.: 1 I ,„„.73 ,.... I . „,--........; c ' tli_....,.........: / 1 . ;,' :. / t • i 1 1 1 1 - 1 FT 1. tt/-1-----1 1- ' 4::, l'‘'N 1 1 i erm - •. i ,,,„„.........., 1 : • ! 1 I , cl'' , rlooTE& CONNEGT • ' f 1 ' " €•• 3 0; '',.. • _ TO 20US001 09M I 1 1 ! 1 . ''',;:-- III" h ....... f.F I I ; 3. %, ; I N I 1 DWG OBS€CY101) ' .7 L 3" ROTOR CONT. SEE 1 1 I - ii ! . ; ..!.::-- - 3" TO RDUP " . lit." ., ..„:11,....„,„- IICD j .., RD Li j : 1•1;:i== 05 C° .. N EY10) " B..1 . - N . 7 i I 4 . - 1 cl. .1' '.. i .112.. „ - .1........ 1 :.,:. 9 R I ...... , •le -,„ 3 ! , • € = SE. t..*Lx•• 41° `''''' tt— ; . k -- , ; 1 f „ I " i 1 . . . s , :Ss s ROOF DINN : i I T OD UP 1 . € , . . , . I , , • OVERFLOW r I TO T Ons,1 I I I ; = ' : / i I ;.' - 1 i i .1 1 t ‘' ' .• ' I' , € :'• - € € € ./' kr =1› NozzLEWITH 1 , CD I I - V - 1 • 1: 1 , Li WALL FLANGE j 1 j: 1 i ,' .... 1 ' ' \ 1 4 ;: ' t,\ • ; I I 1 i 1 I t ,,,' r'''''''' ill'' ':'::' 1 . I \ 1 4 „ :11 „ - 1* m il , :t - '' ' ''''' ...- V 1 .......:. :...77-1,,,,,,,,:::-...1'':,;;..,,.:....,....„ .---......„; 1 i , - A •• •Iat, • i •••••0 • .. • . \ . ; _ , I ,,,..... .._::-.• •••••-• ., , i 1 , -.; 1 !••• ''''. i" • t: L 1 : "I I - ,...,. .„..J 71 ' ,..,.....! I pi A '': 1 1 — - " 11 I I ;";' i 1 , :., . :.....: . I I s ts° ...2-s ls..1, " -----4 / 1 ' s L s : TI ' . i 1 '1, 1 \ ‘, 1 11 I I 1 s . i i r . .iS . :s s i s s s 1 / - s s s I 1 iissrsii•------ i ---"------ ,: . ' '' '' ' 4 L.,...7,....s. -- :-.....-7-±i'T.ti=s;;;;;;;?..sz.:, is': -iiss....3..„ .1,717.7.7.44-:=s7t sm .. is ss'S-T' 1 s .—I ...... s. .......-.. .-....q. ,,, h - ......... *T '....... ......"' s ' ,,.. -71: Us I. ' . ' i - — - - -? IN "I"' '" 1 -- i ',. \ I I 7 ........„ • . i i . i c•:.:.::' . , ••,, EEO! . . T *: • S s I ROOF DRMN REFERENCE ONLY . ' 7 1 : ' , 7 . ;.... I 7 . . . OVERELCAN i 1 , . i ss N°zzl-ENTH NOT APPROVED WITH THIS PERM IT : , : , . d • . hc...----- 1 I '; 1./ f4 . :, , WALL FLANGE j i IL /, 1 I ,. , , i , ,„..,.. . . h. s 1 i i : . : 1 .004 1 1 _ , I 1 . I WEST PLAN .- ..11-7,-,,, . . ,. 0 C) 191".14• 1.= I BRK 612 MAY 2010 — Priai WWF. SMUT Ma 644W 1 20 or 140 tissamais CLEAN WATER SERVICES . FIEADWORKS . — - ... ' ovr. Opp owes 2004 4 t. GAO i THIS OAR iS ONE INCH CleanWaterServizes CH2MHILL DURHAM AWWTF PLUMBING 200—P-141 A Mt CJS CAD 0 " 4.• wmeN DRAWING IS FOU. PHASE 5131 WEST PLAN Kc. xxxx ;;4 41.314e 2010 SCALE. NO DATE N APVR DESCRIPTION Om massitrunit is duo I rot% fr39-11 I AP LEC sous Ile P ito HEADWORKS IMPROVEMENTS ° 6410 SW* UK% 4041.4 4 AM) 4WWW ••• 2.44 SW MiNixenfilw. Nilworo. Oregon 971234379 mai a' i ' 1191.g.4. . , .. 4 _4.. .. I. ROUTE ARD FROM FLOOR DRAIN DIRECTLY r r I TO BASIN BELOW. DO NOT EXTEND STANDPIPE i 11,. :' 7. . — - = , ..., BELOW MAXIMUM LIQUID SURFACE. ROUTE ab . .. . CON .,. - Ili ' . , li' h • TRAP PRIMER FROM Fri I TO TRAP, SEE % i \ ' '; ---- '47,..'; ..,... / -;,.-)%, 11 i .......... ----‘9.------- '" ric , , .,-; *: 1, „I ,...1 -'...1 • ,,,,,...-- turiNNINININNEXIINIAll::1‘ 4 . . ..rlil • 2, ROUTE LINE SIZE CONDENSATE DRAIN AND PRESSURE RELIEF FROM HOT WATER SYSTEM • ; • ; IL ..., % 1 % \ .. -,-- 4-4 illi . .., titi # Int WATER HEATER TO FLOOR DRAIN, .,; 3. LOCATE FLOOR DRAIN OUTER EDGE APPROX. r 1 . • ,,,4 . 7.,.- AWAY FROM ROT WATER HEATER SYSTEM MOO. I .. .0* • ( = • 1 • t. • , I. / ' ;' 1 .1 € I • ' 1 % # 1 1 . 0-M142 FOR HOT WATER SYSTEM - - 1 ' . I I 1 r.. PIPING. ...-- ; %- -----1-- PA* r " ;;: 4 REFER TO 20 Tful t ' ..m " '1111; (. W' COTRACTOR TO FIELD VE I t : ,, 11/ / 't ' ; 1.040 i \ 1 I ,.. :, ---fe,., ,. 0 PSI RANGE ±..j , 1 NRIFY ROUTING.. I . — I - --",,,,,,, ,,,, ; .. , . 1 , & 0-10 ; ... 1 \ II 1 i ' i ', ' ' , IT t ir it: 1.„„,-.1 :, .,, 1 ‘ \ : 1? ,., 11V ,,, , ?. - 7. , NII I s £1 lir CNW TO FLOOR ' \ . DRAIN ETP.1 I I 1€ 1:1 1 i \ Awl ; *)-E1 VI —:.;.: ; , 17:411 .. ,,, , : ,,,,p IF_ _. : ,,. .„.11.01„, , V300 TYP r PI (SEE NOTES) ' 1 :1 , ! ----p 5 . : ,"'''' E:' -- ''''" .*, c :: 'i ■ 41***41 i 1 1 . \ ,.... - t ) - )... ....._.— €€ ,,,,,,,, i .€€--€.11 _. .. 1 t_ittiol 1 : . TO HOT SYSTEM . ;: 4. .. EXIST ODOR : ..: x : a _ ..,..4 \ . ,rrj- 1--f i , I : . i 4 V0 \11750 CONTROL , ' \ i rr3CE "r. Ir 1 11111 141 I - - ,.... t. I la^ CNW PRESSURE SET SCRUBBER CI , N., 1 la* PW 42 H01 lir ..; - ' - ; ; ( /1 . ;!,,,,,, : 1 1 BACK POINT 20/X6410 :,.. 1 : I .„. • . ' pirwtm; \ ,‘, `s- --Yz-- Im-t- TO ORA€24 (15410--9 ) OF 30 PM, FIELD ADJUSTABLE i \ " • 1 1 1 1 I 4 I 't-- I 4 * i # 1 ..,.. t., * 1 • \ 1 I ' - - 4 LI 1 _ .."‘ i .. .4 i I \ i PW TO CNW SCHEMATIC 15503 ' . .. = i . 1 .,7 1 -- 1 1 - ,. ! : g. ,.., _ ,,,,., 1 - — ,......, .-- - - _ _ . IT 1 ,,,-, -4, , TYP . 1 € 1 € € ( ---) , , , , , .,.. , , i4 ,: . : i - ; ' 1 V ; . I SEE DWG . I 1 i \ , I / St .:' l: 7: ...- 7 TT / , /: ? :: T : -, ,...-„,...-, ,-..: k .. , , 200.P-132 FOF) : • ; I ! .' / CONTINUATION / I ' '''',„; '; 1 : ; ; ■ ,s / = %' .-; a a #€€ --€:•€.€;€' i - € . € : i / / € 1 1 111 i\,,„•,.• . .... ,.; 11 1 / i . -€,€• I 1 ,•• , i/ -- r ti G _ i 9 . . '.. ... 4. NOTE 4 : • ,,. ,., ...' ., , :..;.' ,. . . i ' - ' SEE DRAWING • • CON ! .lisw; 1 . 10.0$0.,_ ;; 1 - _ - .1—.2.- -- ... - - - - %.T. 0 '-'; ' . ;;;; ';; ,;-5;---I:J . ;,.... .. % ... 1 .,... : 1 1 .1 1 1 1 ! 1 \ (TYP OF 2) ;41 200P.132 FOR . . . . 1 ..r. ; I . ; . • ---* 1 ••• /".. : ; I ' I 11 % % "r '''. i . ' 4"' ""; . ::::::‘% 11 ;,t ' 1 . , ' ' ;'" :1 .r.:\ \ 1 2* 0 . . . . .. „ 2* NG I 1 ?% Pi i ,,,, 5 3 ..,..-- ■ ' 1 .....:.Lis 1 , : , . . :. 4' Ft:4P • ...... .....,...4 4 , ,, ( • % • , ..... , lr 4idlaIIIIIIIIIIIIIIIIIIIIIIIIIII EXIST, NI , i 11 'i ... i \ i '. N .. .. , .,. , : . , 1 1 t , ..,-,,, . ,.. _.".•::; ..... .• e 0 • -- [ ED — ,, 1 r 7 7 / ':- . it „. , . - - . 1 , . '......... ; k ^.--; ) 'i ' 7." ;;; 4 r FROM TRAP PRIMER . - ...„ . vIRAp . In ...f. , ill ,q v .:1.. i ig , H. = .::: [ '''''''''..-'--4 1 . 1 , : i'... . , I: i gi / ,,. .., .-, : ROUTE VOTHIN t HVAC ROOM „ • . — • - , , ; - ; — - : i % Z % I , ' '''' , . ' , \ 4 itk , 4 I : Mk HD & FD SCHEMATIC : K , i , , fc: ‘.. ,,..,, k _ . 4' F-EP ; 11 ;„; SEE D NOTTS 4463 ) \.,. ;?' nt : 1 dk I .; If **II!' - : ;; VP le \ . ''', / It ROUTE TO 11E i - , it' / Li . , ... a i 1 Ur CN%1 litailiN :L.. z.., , j.„4001,4 0 , 1 ,.. i.: , •‘€€€',. i ,€ , -. \ . . . • . . .....14.., aMiii ..-.--- --- 41ED A dlit , . ! .2 ...4. ' ' .....;; MATCH LINE. SEE DWG- 200*P-141 in REFERENCE ONLY 1:,„.....,..., :. : I\ -,-„1 4111 • EAST PLAN c NOT APPROVED WITI1 THIS PERM11 • ,......,, ..„.:, .. . .,.., PROS *WE: VEIT TWEE &411' c*: sow. BR* . MAY 2010 • 121 140 CLEAN WATER SERVICES HEADWORKS IIIIIIIMINIO PLoT JUNE 2010 OW 81)C &MEE 20D.P,1 42 • CleanWsierServices CH2MHILL • DURHAM AWWTF PLUMBING Dm' 200-P-142 1 :P EAST PLAN pkr,,, XXXX i FES BAR IS ONE INCH . PHASE 581 wHE.4.i DRAwING IS FULL Om 4444Aisot 4 dur OW CJS cAanz At SCALE. NO DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENTS ,,, 6410 P.:04 i MOO' LEO scue.: AS SHOWN A 2E50 SW Whboto Hwy. HOworo, Oregon 97123-9379 - - , NNNON : 1. DEMOLISH ALL WIRING AND EXPOSED CONDUIT TO INDICATED EQUIPMENT BACK TO SOURCE. REMOVE ANY ASSOCIATED CONTROLS AND DISCONNECTS ASSOCIATED WITH EQUIPMENT BEING DEMOLISHED. CUT CONDUIT FLUSH WHERE CONCEALED AND GROUT FULL. 2. DEMOLISH CONTROL WIRING BETWEEN THE EXISTING MCC AND INTERMEDIATE CONTROL PANEL AND ABANDON MCC BUCKETS (WHEN APPLICABLE) FOR THE ' FOLLOWING EQUIPMENT, SEE NOTE 1: • (4) BAR SCREEN • (1) SCREENINGS CONVEYOR INIEMERIAIE Peg -- __ ._. _ - I v rr GRIT STORAGE ROOM p�FF��BOARD =BMX (FxST) /J 9 Brelwucl r P p NOTE 2 J I ,,,,,, PANELBOARD MOTOR CONTROL CENTER r q _HVAC y � GO G M TT 200CS8505 (EXST) �`� RESTROOM ,. MT © 8' -0• AFG "\\ DEMOLISH AND REPLACE II. FIBER PATCH I AE -3210, AIT -3210 AND AE/AIT3212, PANEL (EXST) i„ - - -- 9 NOTE 1 NOTE 2 SECURITY PANEL —� 2 ..... __... I r [........._ F , .. . 1 BLIZNERAMI CHEMICAL FEED AREA Ell KM 1 1 1.0 1 PROCESS / DEMOLITION PLAN REFERENCE ONLY NOT APPROVED WITH THIS PERMIT II pRof DRN: MLW oATe: woG APRIL 2010 PRwwwME: SHEETTm � e: SHEET: 122 OF 140 DWG A per+ DSN: RSH cm s- 200-EP -131 CLEAN WATER SERVICES HEADWORKS S F<DT JUNE 2010 x9 " ' � THIS BAR IS ONE INCH �SwL�.r D URHAM AWWTF ELECTRICAL CHK: MSM CAD FLLP WHEN DRAWING IS FULL Our �„t dear � CH2MH PHASE 5B1 LOWER LEVEL A: )000( 200 -EP -131 1a SCALE. NO DATE N APVR DESCRIPTION ARPD: LEC SCALE: v4•= r-o• HEADWORKS IMPROVEMENTS PROCESS / DEMOLITION PLAN Cws I ' ° 1) REV p DATE DRN APPD DESCRIPTOR 25 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -937 PRD A6410 MATCH LINE, SEE DWG 200 -EP -142 ',......__.,'_"".� I NOTE 11 TJB ,, NOS ' • ° _ 'A l i . / J ��. , I d 3 g ��y,�� I L I _ A a LE�5 ? I t NOTES; 4 . „„ _ ,,_ .............. _, ._ „ _. f THE SCREEN R ' 1 . OOM AND COMPACTOR ROOM ARE CLASS I DIVISION 2 � ��` "' . ^ -. ^m mm - mm , / GROUP D HAZARDOUS, WET, AND CORROSIVE AREAS. FURNISH AND . - _ 1 .. INSTALL ICATIO S ION 1 ORN THIS AAL. PER ,i w t ' _- ` 2. TJB FURNISHED WITH INSTRU MOUNTING BY ELECTRICAL SUB- R. ��aaa �s•�n�� LCS _ A.., .::::, •, }`" ` F l " CONTRACTOR SEE CABLE BLOCK DIAGRAMS. J t S .- i E 3. PROVIDE TYPE E HOUSEKEEPING PAD, SEE STRUCTURAL DETAILS. r"'= '�"._ , s - \� \ 4. PROVIDE NEMA4X JUNCTION BOX AT UNDERSIDE OF ROOF AS PULL • • k s V � �. \ �` ' t; POINT FOR RIGHT -OF -WAY CONDUITS SIZE AS REQUIRED BY CODE, 1 \ . ; r i PLUS 25% EXTRA SPACE. 1 i$ ' - ii •• 111.E • \ EL RICAL CONDUIT RIGHT - WAY, NOTE 5 5. RIGHT -OF -WAY AREA SHOWN IS RESERVED FOR ELECTRICAL CONDUIT ./ — V \ ' ROUTING. LOCATE CONDUITS AS HIGH AS POSSIBLE AGAINST UNDERSIDE i t £ ` ? ; _ - f ;,\,." f OF ROOF STRUCTURE. � r y4 ( , :: ' j ‘ j t ; .�' ' - 3 ,� 6. COORDINATE CONDUIT ROUTING UNDERNEATH DUCTWORK AND TURN GO/NO-GO LIGHT f .� Q CONDUITS UP 90 DEGREES TO ROUTE TO BOX AT UNDERSIDE OF ROOF. • 200CS8501 1 ' ...Y.. - I 7. CONDUITS CONNECTING TO EQUIPMENT OR DEVICES IN THE COMPACTOR MT 1' -0' ABOVE °` --- -w•" - ,•,. w ' ROOM SHALL BE ROUTED UNDER THE FLOOR SLAB. OBTAIN SPECIFIC TOP OF DOOR, TYP • . `h - _ ; _ ,.„. ,„„ ..,,..,,,. „.„ '• EXCEPTION FROM ENGINEER TO ROUTE CONDUITS OTHERWISE, SEE UON xcx w - - NOTE 12. ® — fr' 9 ? __.. 8. FUTURE PLC CABINET SHOWN. PROVIDE TWO 3/4" CONDUITS STUB -UPS .__.. 2ooLCPOSO4 2 00LCPO503 9 ,..... ....,...,, ROUTED BACK TO PANEL 200LPO402 FOR FUTURE POWER CIRCUITS. 200LCP0502 . _ ... NOTE 13 - 9. KEYPAD /CARD READER FOR ROLL -UP DOOR. FOR WIRING TO ROLL -UP 1 I DOOR OPERATOR, REFER TO CABLE BLOCK DIAGRAMS. i i c AEA] 1 x..,,—••••,w4; . - - A AIT70Z '/ 10. PUSHBUTTON OPERATOR FOR ROLL -UP DOOR. ..._.. "- .a 7 2 I.......... 11. TJB PROVIDED BY ELECTRICAL SUBCONTRACTOR. "_ I _� - I - _ - p 12. LOCATE JUNCTION BOX ON WALL AT 48" AFF. ROUTE POWER � 1 ' CABLE BLOCK DIAGRAMS. . 1. 1 : CONDUCTORS FOR COMPACTORS VIA THIS BOX AS SHOWN ON ' 4 I •_____ „„ !k € 13. MOUNT EMERGENCY HORN AND STROBE AT 8' -0” AFF AND PROVIDE �� %% '_` _ " - e -- WIRING AS SHOWN ON CABLE BLOCK DIAGRAMS. 200LCP07,02 ! _ . _. — \ NOTE 3 200LCP0701 - r ' 1 N O T E 8 ti, . ■ ,. - , , , .. , .. 41 3 r.- H LiTO7E ; r.. 4 • :�aMCi41o1 qt _ '�, • 1 ".W_ j P i , 200MCC41D2 u ri 200LCP0703 ' / � [ I 20OPPO401 a' . y f . `: •'! ' I I AICO701 ' . /!l i NOTE 12 € y i i um F e / \v' ' ; I "# `PIT0701 3, I 200PPO40 200ATS03401 • yuri I � ,,,y " LE0702 f ' i 200LPO401 c S 0707 { u"i 20rXFMR0404 ` I �.. ._ I «�""•..,. [ cc 1. • r r = '`w.. _ TJB_ . • 'ro1..,. :.i' �- r F OTC 3 • D FI c[�rwlr -A } \ �\ _ ,,,,;:. : la :: ... 1 . : : : • ..; • . : 1 1- 187 to �� RODM �I + r + �� - g - / ir 'NOTE 10 O C ) j r (, 1 :. . , ,... ,. .... % , 11 . 1 ., L ,. 4 ,::,L . 4 .... 4, :.... , . F, .-,_ :....: . .. ‘‘—. ,, . .. . . \ ... , i ,,,,,, t7,.. _ .." to _a ll _ , I .,..s. i_ 7 ' 1 .A '. ,. ... : , : n 1 1 __ ., o MT ON .." - 7 4E3 O _....... _. NO NO ' � " , � 7 1 ......__. __ - �.,., ......_ _ ... : : I MT 8 -0 I • <H r REFERE O NLY NOT APPROVED W IT H TH PEEZM11 a m `- ' WEST PROCESS PLAN a " " m l 1,0 V4 " =1' -0" �`s xg sp. d W o aN: MLW �� FEBRUARY 2009 PROJ NAME. SHEET nrLe. SHEET: 123 OF: 140 DWG P ' DATE: H EADWORKS ' 1 ■ N DSN. JLH owae. 200-EP-141 / � e��Ir , Ci (ery �� CLEAN WATER SERVICES DoT JUN 2010 j - THIS BAR IS ONE INCH 4 . ,1„ Can VVate S ic es CH2MHILL DURHAM AWWTF ELECTRICAL 2 P LA �• "►� CHIC MSM CAD r WHEN DRAWING IS FULL PHASE 5B1 W PROCESS PLAN Tnca: XXXX 200 -EP -141 z SCALE. NO DATE N APVR DESCRIPTION Our commitment ie clam ! E 06-l/-11 I W APPD: LEC sr-ALE: 1/4" =1' -0" REV!, DATE DRN �p DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS Dws 6410 PROJ 71: 11 ni _ . �I..... — -,."� ..`_".� -.'"� - — - — - '�:7...' NOTES: cri, r- NOTES '` �,,. .THE SCREEN ROOM AND COMPACTOR ROOM ARE CLASS I DIVISION 2 • 1 41* • w - "" - *'* _ INSTALL ELEH SEOTION 18010NELEODT MATERIAL I N THIS AREA PER US, WE, AND CORROSIVE AREAS. FURNISH AND g , I I ' ( , 2. TJB FURNISHED WITH INSTRUMENT, MOUNTING BY ELECTRICAL SUB- CONTRACTOR, SEE CABLE BLOCK DIAGRAMS. j —I „j� 4 4 � J' ° # 3. RECONNECT EXISTING POWER AND CONTROL WIRING TO NEW GRIT � — — - ` CLASSIFIERS, REFER TO DWG 200 -D -142. � i r : • I \ € � .-W-� s 4 RIGHT-OF-WAY OU LOCATE G A EOND ECSHOWN AS HIGH AS POSSIBLE AGAINST UNDERSIDE ST DERSIDE ..• °-�- 3 NOT I • OF ROOF STRUCTURE. __......_.._. .._____._.__...__ _._._._....... _._.._.._... 1 • GO/N0430 GMT i:. 1 ' o i 1 S �„�, - ° - - f N. 5. MOUNT EMERGENCY HORN AND STROBE AT 8' -0' AFF AND PROVIDE 200CS5504 1 , { ( ^ WIRING AS SHOWN ON CABLE BLOCK DIAGRAMS. : 1 3 ---- \ SCRFFN ROOM f t 1 I \ NOTE 1 ” '17 s \ 1..- I * I I I i I f ` k y FOR ELECTRICAL REQUIRMENTS \ I a 1 I I i 3 I FOR RELOCATING FLOW CONTROL • N : \ " i x - = i---t .......... ... -... _ _, , i 1 i I . VALVES IN THIS AREA, SEE DWG I •„ _ 41..41... -3 t I i . 7 ' i I j I 200-D -142 ° i i } iI , II * 1 1 1 1 1 J I £ >r ,, �" g p 4 & 200005 -LCS „. r H 1E 1 ' _. ---- ` _j LSHH0502 A ---, -- -- , i MI , .,1 - spr4r.1 � jITy 0 2 S0060503107 16167 �I • 4 : ; I � I di k . ..__ _ ._ _ _ -k I t A � I LE0504 ,,„ ,.. 4:.: - . : : :;.,.,,,iztir :. .. :„ • 1 mamm al) I , ' O E"' i i ° I i t +,^ TJB NO 2 r # GC S WAY CONDUIT O s CD I o MATCH LINE, SEE DWG 200- EP-141 i- 2 a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT N 2 O L EAST PROCESS PLAN' P a ®`' Car d DRN: MLW FEBRUARY 2009 PROJ NAME: SHEET TITLE. SHEET_ 124 O 140 DWG* . 11.16 HEADWORKS 9 ` t•. a -' ' mi■ CV osN: JLH DWG it 200 -EP -142 � CLEAN WATER SERVICES P JUNE 201 `'� s, ttn¢` di THIS BAR IS ONE INCH Clew Services DURHAM AWWTF ELECTRICA M CHIC MSM CAD FILE #: WHEN DRAWING IS FULL CH2MHILL DATE 200 -EP -142 a Ourcommid.ut PHASE 5B1 EAST PROCESS PLAN PLC XXXX C EX, WM-111 Z SCALE. NO DATE N APVR DESCRIPTION J APPD: LEC Sr.IF: 114' = 1' DESCRIPTION 2550 SW Hillsboro H Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS D`"� 6410 t7'. REV# DATE DEN APPD WY' PROJ #: NOTES: 1. THE SCREEN ROOM AND COMPACTOR ROOM ARE CLASS I DIVISION 2 MATCH LINE, SEE DWG 200 -EF -142 GROUP D HAZARDOUS, WET, AND CORROSIVE AREAS. FURNISH AND Ann. 11 A - zi ■■•••,...01.0,71.1MMIRRIMMI , .' INSTALL ELECTRICAL EQUIPMENT AND MATERIAL IN THIS AREA PER ! SPECIFICATION SECTION 16010, ELECTRICAL WORK GENERAL. - • _ "- - ""�"' ""- ._._......_,___ �" - • 2. ONE GROUND CONNECTION FOR UPPER TRANSFORMER, ONE GROUND 2 ,, 2 CONNECTION FOR LOWER TRANSFORMER. 1 NOTE 5 { 3. ALL LIGHTS ON THIS DRAWING SHALL BE POWERED FROM PANEL 200LPO401. / r. NOTE4, TYP I 4. PENDANT MOUNT TYPE 3 LUMINAIRES 15'-0', AFF TYP. (d) 3 )_ a / (1) 5. WALL MOUNT LUMINAIRES 10' -0^ AFF,TYP, UON. f I . ...A....._........._.. ._....._.-._..� �._,....._ _._ """""" atk 6. WALL MOUNT LUMINAIRES 12' -0• AFF, TYP, UON. _ ` -C 7. WALL MOUNT LUMINAIRES ABOVE ROLL -UP DOORS, TYP. - i °• °° =+ ` ,� ?' ' � "" / -0 • 8. WALL MOUNT TYPE 4 LUMINAIRES 1' • ABOVE MAN DOORS AND t.,. Ir, -, NO : f " '. �_ ^ - ;; : / / DOORS, TYP. EAN f 9. PENDANT MOUNT LUMINAIRES IN THIS ROOM 10'-0• AFF. _ 1 s.- • �. \ 10. UNLESS SHOWN OTHERWISE, NUMBERS IN PARENTHESIS, (N), ADJACENT TO , .i 2 NO 5 2 LIGHTS AND RECEPTACLES DENOTE CIRCUIT NUMBER IN PANEL 200LPO401 ?} i e^' (LIGHTS) OR 200PPO402 (RECEPTACLES). SIZE AND PROVIDE NO. 12 CONDUCTORS FOR 20A OR 15A CIRCUITS LESS THAN 75 FEET. PROVIDE NO. 10 CONDUCTORS -"'�� Sys $4HR. /` WITH NO. 10 GROUND FOR CIRCUITS GREATER THAN 75 FEET. -° i t 1 1 4 ( NOTE 6, TYP , -T i; 11. FURNISH AND INSTALL A #3/0 STRANDED BARE COPPER CONDUCTOR •UFER' 1 r �• : t 3Q GROUND (20' LONG SECTION OF CONDUCTOR) IN THE BUILDING PERIMETER , f S ` «,, (lo) . FOUNDATION FOOTING PER OAR 918 - 305-0160(4) WHERE SHOWN. PROVIDE A /// MINIMUM OF 3 INCHES OF CONCRETE COVER. NOTE 1 NOTE 5 12. FURNISH, INSTALL, AND CONNECT A #3/0 GROUND CONDUCTOR IN THE _ ....." _..J X ©''' FLOOR SLAB FROM EACH MCC. CADWELD THE CONDUCTOR TO STRUCTURAL mM �� •�._• REBAR IN THE FLOOR SLAB AS SHOWN. GROUND ALL ELECTRICAL #, A, ' 2 -1- 2 •1° _ 7` EQUIPMENT AS REQUIRED BY NEC. A _ ........ - .... > � 1 - ....._. ..... _.._.. _ .._...... ,._._, ._.._. ....m... _ _ ( 24HR (2) ( (2b) (2b) 24H® �' 13. THE AREA WITHIN 3 FEET OF THE FAN ENCLOSURE IS CLASS I, DIVISION 2, ; • _ - GROUP D HAZARDOUS, WET, AND CORROSIVE AREA. FURNISH AND INSTALL 4 7 • � t ELECTRICAL EQUIPMENT AND MATERIALS IN THIS AREA PER SPECIFICATION • Fe ASHSO01 NOTE 7 (j ' - ) -- SECTION 16010, ELECTRICAL WORK, GENERAL. 6) x _ CI _ a - ._. „_-.�. - _ ..- m ,-- -- -- __-- -; :, ... ....._ •' ^, `- If .__. (( 1 ® ; an XII _ # t I _ _ I 181 — ( 4 ) S (4) 7 Ilmi r ( I -. € ELECTRICAL 4 'I ) ' _ I _,,,_ ROOM WP/ ' ( °Fa .j i ■ w I i I L... '%'” __ z.. [ i [ _ 2 V '� MMMMMMMMMMMMIM€ Re) �(�) K I ( 24HR l 1 •TE 4TYP I ' i ( ( LL I I , , t(# : al N — _ __ 1 1 � f PA T FL LABBAR I ::: . • T YP , ' 1 ( , ; OTE 1 . - ____ __.... ' 1 MOTE 6, TYP ff a NOTE i i Si P 1 1 [11 • R I I : ¢ ife0 CD a 11 mi. ROLL ' 4/ r , p a9 2Q_ I nC 1 I. - El EXP SI N I ( . 1 NOTE 2 I ✓ V :.:, _ T./ _.•_.\ .. . C F-.. 2001- 500 o ~ 200ACUD401 . t% TYP f , € AIR CONDITIONING ° - 0_ ma UNIT • • : I • . 1 : • ,, (-_-) CONTINUED %~" REFS E E ONLY .,. _ ' ■___y_J (-----). - -----, . .•. , 0 WEST FACILITY PLAN N APPROVED Vi H THIS PERMIT °' GROUNDING PLAN y 1/4• =1' -0• - LL � { F�" ^ � xu ' zw+r • MLW w Dw+: ORIG FEBRUARY 2010 P ROJ NAME. SHEET TITLE. 125 1 G �� S HEE T: OF DWG ft `V asH: JLH DwG 200-EF -141 � CLEAN WATER SERVICES HEADWORKS onTe. JUNE 2010 di THIS BAR IS ONE INCH 4%0/ nW Servl6� DURHAM ELECTRICAL • CHIC MSM CAD FILE ft WHEN DRAWING IS FULL CH2M H I LL RHAM A PHASE 5B1 WEST FACILITY PLAN PLC# x000 200 -EF -141 • Z SCALE. Our eormitmeot is Bleu EXP. 0&- 30 -# # NO DATE N APVR DESCRIPTION f I id APPD: LEC SCALE: 1/4 ^ =1' - 0" HEADWORKS IMPROVEMENTS gyp' DATE oRH APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 CWS 6410 LL NOTE 4 NOTE 4 NOTE 4 ( - NOTES: a a F 1. THE SCREEN ROOM AND COMPACTOR ROOM ARE CLASS I DIVISION 2 : GROUP D HAZARDOUS, WET, AND CORROSIVE AREAS. FURNISH AND • • t t ' �. " „�, - 1 .... q INSTALL ELECTRICAL EQUIPMENT AND MATERIAL IN THIS AREA PER _.�_ SPECIFICATION SECTION 16010, ELECTRICAL WORK GENERAL. . 7 . 2. ALL LIGHTS ON THIS DRAWING SHALL BE POWERED FROM PANEL 200LPO401. , " f <„�„ tt 3. PENDANT MOUNT TYPE 3 LUMINAIRES 15' -0', AFF TYP. 2 2 s ..,, 4. WALL MOUNT LUMINAIRES 10' -0" AFF,TYP. -, r i i NOTE 7 NOTE 6 ,: - .+.� r a a M. ii • 24HR " °` 5. WALL MOUNT LUMINAIRES 12 -0 ON. ( ) (3) ...., _ ", :uxd� 0 • , . 6. WALL MOUNT LUMINAIRES 8-0 P. AFF TYP U ._,_, ...... 'AFF TYP. _ € 7. WALL MOUNT LUMINAIRES 8' -S ABOVE ROOM. . - - - -- - --, - -- - - -- e 8. UNLESS OWN , R, , T �, ,, (ID AND RECEP OTHERWISE DENOTE CIRCUIT NUMBERS NUMBER IN PA IN PANEL ENTHESIS 200LP(N)04 ADJACEN01 (LIGHTS) TO OR LIGHTS y► 200PPO402 (RECEPTACLES). SIZE AND PROVIDE NO. 12 CONDUCTORS FOR 20A OR 15A , R CIRCUITS LESS THAN 75 FEET. PROVIDE NO. 10 CONDUCTORS WITH NO. 10 GROUND FOR • 'L CIRCUITS GREATER THAN 75 FEET. " - : 4 ;: t ) .. • { \ Y E SCREEN ROOM, t N q . NOTE 1 1 i r. ' - I : t4 i 2 ) 4.16 i NOTE6, NOT * . , 1 it ......_ `: • 24HR a :4,4,:+0. ±w ( e��4,>. (') (3) w` MECHANICAL ..... •--' • 4'. qtr' .: , '::,,,. ,t -' . ROOM `- >. . § ►'4y ' ® � + t 3 j -- P r. ail 2 HO lop 2 NOTE 4: R .P , c NOTE 2, TYP o i �� ` o M 4801 ` 3d 2 1 ) . 0 j >4 1 4 1 4 11 41- 1-- _ i _ a MATCH LINE, SEE DWG 200-EF -141 r O J a ri tFF P? T,7 CE ONLY c t co ( N1( ) I v )'r'p. `. I l' !V'I'(I I Ti I`; pi 1,0,1,11 EAS FACILITY PLAN ! t 1-0 c * -, , ;,I N CNI Li�p_ v79�-11PAIr# a. W owe MLW °RIG FEBRUARY 2010 P+°'} E: sM�TTm-E: SHEET: 126 � 140 x , '7'- 0i o N DsN: JLH mot 200 -EF -142 / �� i �� •• c� -__ CLEAN WATER SERVICES HEADWORKS w .JUNE 2010 +.` 4I I" w THIS BAR IS ONE INCH C1eanWaberServices CH2M H I LL DURHAM AWWTF ELECTRICAL 200-EF -142 M asc: MSM rwDPaEfr. WHEN DRAWING IS FULL oure.ait ntLI elan PHASE 5B1 EAST FACILITY PLAN PLC #: )000c Z SCALE. NO DATE N APVR DESCRIPTION LLI Hill H b APPD: LEC SCALE: 1/4" = 1' - - DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, on 97123 - 9379 HEADWORKS IMPROVEMENTS r 6410 LL REV t DATE _ DRN APPD 0 �9 PR OJ ! F NOTES: E `"' 1. POWER CIRCUIT CONNECTION TO EFFLUENT GATE SHALL REMAIN t A IS. DEMOLISH EXISTING CONTROL WIRING FROM GATE BACK TO INTERMEDIATE CONTROL PANEL CP -301, SEE NOTE 2. PROVIDE \ NEW CONTROL WIRING AS SHOWN ON CABLE BLOCK DIAGRAMS. - "" '" 2„--,' "" 4 "••••,,, ,, 1 PORTIONS OF EXISTING CONTROL CIRCUIT CONDUIT MAY BE REUSED y "/„<„:„.„______ WITH APPROVAL BY THE ENGINEER. 2. DEMOLISH ALL WIRING AND EXPOSED CONDUIT TO INDICATED • • z • r EQUIPMENT BACK TO SOURCE. REMOVE ANY ASSOCIATED ,••••,,, ...,....1 i 3 I CONTROLS AND DISCONNECTS ASSOCIATED WITH EQUIPMENT E BEING DEMOLISHED. CUT CONDUIT FLUSH WHERE CONCEALED r AND GROUT FULL. \ 3. RELOCATE EXISTING DISCONNECT SWITCH FROM EXISTING ` RETAINING WALL TO NEW RETAINING WALL. RECONNECT 6 ° ALL WIRING TO NEW LOCATION. PROVIDE NEW WIRING BACK [ ,.�� TO SOURCE AS NECESSARY, NO SPLICING ALLOWED. FIELD !� VERIFY EXISTING AND NEW LOCATION. / , / X . • I . � � f f • f \ 1 ! , ,,, .a....e.* • • x I . • Z . . i r i. j f f 3 200G0508, NOTE 1 AMMO : 2 G0507, NOTE 1 #% g r; / \ I11 I N e. , NOTE 3 20000505, NOTE 1 ---- i .° .- -. r- --1 F2 a II • ._________I_.__ _ _.___ __ 1 ,_ ii--- •:•' EFERENC ONLY T T APPROVFD WITH THIS P t GRIT BASIN FLOOR PLAN 1111_' C a " - " " � } � ' I 3/16' =1' -0" tiO ",/t cri 1 o MLW °PoO APRIL 2010 PROJ aanE. SHEET TITLE 12 14 ■ ��. SHEE OF: DWG# /#n9We "' MN: JIM owe s 200 -E 401 CLEAN WATER SERVICES HEADWORKS one JUNE 2010 iii THIS BAR IS ONE INCH CleanWater Services CH2M H I LL DURHAM AWWT E LECTRICAL 200 -E -401 2 CHIC MSM cnDPnF#: WHEN DRAWING IS FULL PHASE 5B1 GRIT BASIN Our a ammitssent it clear PLC #: XXXX t t- EXP. %f1i 1 SCALE. P NO DATE N APVR DESCRIPTION MODIFICATION PLAN i APPD: SCALE 3/16" =1' - 0" # �� owe �PPO DESCRIPDON 2550 SW Hillsboro Vim, Hillsboro Oregon 97123 - 9379 HEADWORKS IMPROVEMENTS ROJ 6410 LL REV 1 LOCATED IN EXISTING ELECTIRCAL ROOM, SEE DWG 200 -EP -131 [E1] • [E ® FIBER OPTIC PATCH PANEL (EXST) 0 LOCATED IN NEW ELECTRICAL ROOM, SEE DWG 200-EP -141 [Ell — \ \ F —' 1 _ i [E1] 200LCP0505 w J 0 W m Z O 7 Z F Z O I [P2] o ' [E1] [E1] [P76] 200MCC4101 200MCC4101 200MCC4102 [ [ A2] [E1] [P a] [P al ' PANEL [C2] IC ] [Al] [A0 200LCP0501 ®200LCP0502 0 200LCP0503 e OOPPO40 . [1 1/4 "C,2 -MSC] [P71 [C 1 i/4"C,2-MSC[ I PT] [C22] IP I NOTE 2 [1 NOTE 2 NOTE 2 [C1] (Cl] [C2] : p : [P p 'ill [C2] : p : [P p p [A4] [C2] [c1] . p , [c1] IP31 p , [Aa] [Cl) [Cl) [Cl) [Cl) (C1] [C1] 0 , 0 0 . 0 © cs 200SCR0501 -LCS 0 . Q 0 n © 0 200SCR0502 -LCS 0 0 0 0 © f_.) 200S -LCS i ap PI o uT o In S O O N f N �fl 2 N O = m 2 m ° m O O "` VVV�� "' JJJ "' O m m O O O m m O fO 'al N > W I 'I W O W W O W I p J f J H J co J f H J N N J f f- J N N J J N UPWELL LEVEL BAR SCREEN 1 BAR SCREEN 2 BAR SCREEN 3 NOTES: I = N 1. SEE CONDUIT /CONDUCTOR SCHEDULE ON O �l DWG 001 - 6-020. w N 2. IDENTIFY FOUR OF EIGHT CONDUCTORS AS > O SPARE AND COIL 3 FEET IN JUNCTION BOX 0 3 AND IN VENDOR SUPPLIED LCP. JUNCTION BOX Q 0 INDICATED IS THE LARGE BOX NEAR THE ROOF { W 1 Q SHOWN ON DWG 200-EP -141. i 0 W O z gg 0 Z 0 't Q _ — _ — _ — _ _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — — _ — _ _ — _ — _ — _ — _ — _ _ — _ — 0 1 g .- w 200MCC4102 TJB [C10] [E1] — 1 0 [P3] - a ® 200LCP0504 PANEL [1 1/4 "C,2 -MSC] [Pi [C 266PPO401 ° [Cl] [Cl] NOTE [C2] [C [C2] 0 P 0 , [A4] • [P3] ( Cl ) Cl [ R 0 • 0 0 : 0 © 00 200SCR0504 -LCS 0� 200LSH0501 -LCS 000 0 REFEREN E m o i i §1 � T ONLY LO N 41 N _ N APP ROVEp W ITFI THIS PERMIT co Fi BAR SCREEN 4 SLUICE HIGH LEVEL SLUICE FLUSH WATER 0` ° `' W ORIO PROJ NAME: S HEET TITLE: SHEET: OF: sit x d DRH: GTM ��: APRIL 2010 128 140 DWG* N WIC Jz DWG it 200-E-601 CLEAN WATER SERVICES HEADWORKS PLOT JUNE 2010 9 `+ lj) THIS BAR IS ONE INCH C ' �w�I .S. �V D URHAM AWWTF ELECTRICAL i CHIC M SM C AD FSEt. WHEN DRAWING IS FULL Our t thou �� H I LL — "'� 200 -E -601 " Z SCALE. PHASE 5B1 CABLE BLOCK DIAGRAMS PLC III )000( NO DATE N APVR DESCRIPTION I 06-30-111 APPD: SCALE: NONE REV /I DATE oRN APPD 2550 SWHS H1IIsbO EE , OEE g on9 71239379 HEADWORKS IMPROVEMENTS c+S saw IL PRODN - L ----------------------------------------------------------------------------- ----------- -------- -- - - -J 200LCP0505 d w 0 0 ® 0 CI m o ' � w re z LL Z O P w z . 0 0 I- z [C41 [C2] IE11 ICS I !E1] — - 7 11 1/4 "C,40#14,1 #14G] [1 1/4 "C,40#14,1 #14G] [C12] r\ 200LCP0701 C, 200SCRW0701 -LCS [C12] ,, 200LCP0702 !0 200SCRW0702 -LCS [P22] - [P221 [P71 [C6] [P71 [C8] 200MCC4101 200MCC410 . 0 [C10] NOTE 2 O Q [C10] NOTE 2 Q PANEL 200P PO402 [' PANEL 0 [C2] 200MCC4101 0E [C2] , [C2] , [C21 [C2] , [C2] 'OOMCC4102 2 000PPO402 [P 20PAN IP31 O P31 _ [Al] [Al] IC2] [C2] , [C2] , [C2] , [C4] [P21] [C1] ( P2) © [P211 [C2] [P2] ® ®200HX4601 I r' r1 n , n ; 0 n r\ C` rt n r� r� r� 0 o n o o [C1] [C1] i o o NOTES: `� o' � 0 0 0 o N o o �• 'n TO r °° o m - - I (I w F o o o C7 o � n 1. SEE CONDUIT /CONDUCTOR SCHEDULE ON m ° o > > ° w F- ° °> > > DWG 001-G-020. d N J H J N CO N J f J N e7 N 2. IDENTIFY FOUR OF EIGHT CONDUCTORS AS FEET IN JUNCTION BOX FEE ND CO SPARE AIL 3 HOT WATER GENERATOR ISOLATION GATE 1 WASHER/COMPACTER 1 ISOLATION GATE 2 WASHER/COMPACTER 2 SPAREAENDOIL3FEEIEDLCP. i O Ft o w N o 0 °' z w o D in z w z U O O [c_ii- - - - — - — - -- - — - — - — - --- -- - - - - _ teA] PANEL - - - - - — - 7 [Al] [C2] 0 200PT$d02 -- �� - - — - — - — - -- -- -- — - _Lai_ — i[A6] i 200MCC4101 200PPO401 I • 200LCP0703 [C [C2] [C2] [P3] 2 PANEL lF'391 01 [C3] [C2 [P21 r 1 °o [C3] [C3] [C3] [C3] [C [C2] I PANEL 0 [P16] ♦ ♦ ♦ ♦ ♦ ♦ • ♦ [C3] 200PPO402I • • n n r0 200LCP5001 di .• . e . ■ N • \ , • ll \ I • 1 [C2] Imo♦ I p [C14] . [C2] , 0 ........_ [C2] I ' AIC0701 a [C2] [Cl] [Cl] (Cl] (Cl] [Cl] [Cl] illy I 200MCC4101 I AIT0701�AIT0702�IT A � 3�AIT0704�AIT0705�AIT0708� O ° LL V /` • / m ILI la IL m m $ a a o [P2] [C1] (Cl]- (Cl]- (Cl]- [C1] [C7] re N 0 N O Q Q O ® ® 0 ® ® ® W C ZZ ZZ Q N Q Q Q 1"1 u7 . WIRE ALL GO/NO -GO LIGHTS WIRE ALL HORNS AND STROBES RE F E 1 E ITC E ONLY IN PARALLEL IN PARALLEL . NOT APPROVED WITH THIS PERMIT Fa ODOR CONTROL FAN AIR CONDITIONER MAKEUP AIR UNIT 1 GAS DETECTION AND ALARMING ct ru w wo DNA. GTM D °.. APRIL 2010 PROJ NAME: SHEET TITLE: SHEET: 129 °F :140 DWG A °`t N osH: Jz Dvror. 200-E-602 CLEAN WATER SERVICES H WO S SOT JUNE 2010 .0 '. , Li THIS BAR IS ONE INCH — �, W DURHAM AWWTF ELECTRICAL Q CHIC MSM C.ADPEEN: WHEN DRAWING IS FULL Our eo�idmt �� H I LL PHASE 5B1 CABLE BLOCK DIAGRAMS PLC r : XXXX 200-E-602 z SCALE. NO DATE N APVR DESCRIPTION APPD: LEC SCALE: NONE REV k DATE DRN APPD DESCRIPTION 2 55 0 S W Hill H wy. Hill s b oro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS 9�a 11 LL ao X 6 410 1 - - - - - - - - - - - - - - - - - - - - - - - — - — - - - -' 200LCP0505 I P-301 - — - — - — - — - -- ' I (EXST, IN EXISTING HEADWORKS g ELECTRICAL ROOM) 2 ® [ce] I ® 0 K u. 0 U 200G0501/05•LCS ® 20060502/0 &LCS 0 200G050310 - LCS 1 ...‘ 2 0060504 /08 L CS IN [C10] [C10] [C10] [C10] [C10] [C10] [C10] [C10] nn nn i'si1 nn iv) INC, CV\ nip . . . . R . ..... ,.., Q. o � <V 4 NI N N i I N N N N N i N N N CHANNEL 1 CHANNEL 2 CHANNEL 3 CHANNEL 4 GRIT SYSTEM CONTROL INFLUENT/ INFLUENTS INFLUENTS INFLUENTS EFFLUENT EFFLUENT EFFLUENT EFFLUENT GATES GATES GATES GATES ROLL -UP DOOR ROLL -UP DOOR ROLL-UP DOOR D312C OPERATOR D312D OPERATOR D312E OPERATOR 2 P �0d01 - - PANEL 2 01 � � 2 PANEL 06P1W01 - 0 r [P3] [C8] [P3] [CB] [P3] [C8] 0 o 0 $ d [C2] [C8] [C2] [C8] [C2] [C6] N W 2 J J r 0 I J a i z z K w r 0 m _ a I • a x di r O i- 0 a. ROLL -UP DOORS REFERENCE ONLY NOT APPROVED WITH THIS PERMIT M ` sr} W OR10 PROJ NAME: SHEET SHEET': OF: mat ., d DRn GTM ��: APRIL 2 010 130 140 NANN CLEAN WATER SERVICES HEADWORKS SW � . N DSN: JZ DwDS: 200 -E -603 Se ATE_ JUNE 20 p] THIS BAR IS ONE INCH C1eanWater r'ViceS DURHAM AWWTF ELECTRICAL _... S: WHEN DRAWING IS FULL Out commitment �� H I LL 200-E-603 Q CHIC MSM CAD FILE NO DATE N APVR DESCRIPTION PHASE 5B1 CABLE BLOCK DIAGRAMS PLC. X )DDC I I z APPD: LEC SCALE. NONE SCALE. HEADWORKS IMPROVEMENT " -3o- LL REVS DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 cvvs ,841 B C SEE © 571 -NF30 9628 SEE © SEE a 71 -M-301 571 -M501 SEE NOTE 1 `/ 571 -M -301 571 -M -301 `i ,--i `i 10' NPW 12. NPW S'- -11• TYP - • -1 18' lk 1 PAIP0 Y— != ;III�III -- - - _ . __ �j�.:��. �� . _ _ .. Y■ ...... ..... ... .,, . ■ A - .,. •I I III .... .. 4 .. { 1 FE L.a�._.-; • . 8' NPW , PS ` • SEE NOTE 2 •'. 4601 ' =L------1 571 571P4603-LCS I ( � 3389) \0 ( RESTRAINED ) 1 � . - I_.. FCA �/ { • __ 4' HP NPW • \ ! .. ! (RESTRAINED) _ FCA .n 571P4603 % [ .� -i ■ NPW PUMP i , — — ...... ' ! , ll I ■ "ri• v,,,, - Pr - . ., 0 fix „...f . (.::::_,--,---_ Hi rii __. \.. 111 ► a ,, / I NPWP -9001 I NPWP-9002 _ ►I��I ' 1 .. � .- 6'x10 '' I�J • . RDCR ELBOW 1571STR4801 .. NPW STRAINER - - Q Q FIT 10' NPW v 1571FV460, j ®' ' v NPW STRAINER 10' V812 BACKWASH MOTORIZED VALVE 571STR4601 -LCS I '9 PLAN O 3/8 " =1'-0" 571-M-501 _ 2" STRAINER BACKWASH `J NOTES: • DRAIN. CONNECT TO 2" STRAINER 1. DOUBLE -STRAP SERVICE SADDLE SHALL BE USED FOR • EXISTING STRAINER BACKWASH DRAIN CONNECTION OF NEW 2' NPW TO EXISTING 12' NPW. BACKWASH DRAIN LINE, • FCA • SEE NOTE 3 / (RESTRAINED) \ 2. RELOCATE EXISTING PRESSURE REDUCING VALVE TO 2' NPW THE LOCATION SHOWN ON THE NEW SECTION OF NPW. 3 . - 571 -M 501 4 FE 1Y NPW 12•x10' RDCR 10" NPW CL EL 141.50 NEW 2" STRAINER BACKWASH DRAIN SHALL BE PVC PER SEE a `4601 / i ' SECTION 15200 -10, PVC PIPE AND FITTINGS. • ' • CL EL 141.50 ¢ • � �! i'. lrh,r - V „, , mi = I - - — - — - — - — - 41) I ., . 571STR4601 -LCS : • I SIN RA 11 ti SEE © ` /, izr., . .' i II 5711 01 �;,; FIT _ _ RESTRAINED FLANGE I 4601 ADAPTER :r EXISTING PUMP LOCAL „ �.� �.� • . 3 9526 CONTROL PANE 571V4803 � _� 10 " -V510 571P4603�CS c 1 16/ 18• NPW u • . 111 w . \ n. ni iil ran . 41 <.._ , e. ... I . , - __ - mm . _...._. _ __- _ . . . ..�.._ I�� CL EL 132.00 r r. 1 • ..._ ...... .. .. _. .�.- .L...,,�......- .m}..M.m ..... .. ._ .. . ... . > .... ..... ...._.._.� ......�..�. .,,..,,........_._.......... ........ _. ... .... _... _....... _._. .. _ ....... _ ,....,. FF EL 130.00 t ° I NPWP�001 NPWP - 9002 571CV4803 15573 O 10' -V812 Iii 1571P4603 0 I- 0 J a REFERENCE ONLY SECTON NOT APPROVED WITH THIS PERMIT co g 1 q oaR: ERB oRlc APRIL 2010 PROJ HOME: SHEET TIRE: SHEET: 131 0F: 140 °WO , Dare: NON- POTABLE WATER M1 ka� a '41 DSN GMM Dm# 571 -M -141 CLEAN WATER SERVICES JUNE 2010 ' OIL ui THIS BAR IS ONE INCH CleaI1 1 ScrviceS D URHAM AWWTF MECHANICAL CHIC KGC CAD FILE* WHEN DRAWING IS FULL CH2M H I LL 571 -M -141 z SCALE. NO DATE N APVR DESCRIPTION OWSegmi4...ciselm PHASE 5B1 P LAN AN SECTION PLC f: )000( I Ego. s-3 1 nPPO: scam 318 " =1' -0" REV A DATE DRN APP) DESCRIPTION 2550 SWHIgsboroHwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS 6410 LL . PROD A 2" NPW a EXISTING NPW PUMP 3 REPLACE EXISTING EXISTING 8' NPW PIPE TO BE 571#501 LOCAL CONTROL STATION, 12"x8" RDCR WITH DEMOLISHED AND REPLACED �i SEE NOTE 1 NEW 12"x10" RDCR WITH NEW 10" NPW PIPING. 12" NPW I 7 -1 1 1 2" STRAINER BACKWASH LIMITF NEW - NPW FO PIP R ING i CONNECT TO EXISTING STRAINER BACKWASH i CL EL 141.50 - S O / ` - _ - - -- -- - .� • DRAIN LINE !� - -- 12" NPW " N , 0 .1 ? \ *°'. , � ®"rK B PS - 111 571STR4601 • a., • ,t, ,._ it . 1 18,_,, 4 1 1 1 11 1 .141- , . • f / : k-: : , I . - — � 571STR4601 -LCS • k;.r,xr�s� fr . _ - _ -.m. -41111 ll . • tic •. - E: ' 0 _ 12' NPW .• - .*.,n, f �/ `�i // � 5 -M -5011 ° - r :,- / / / / � % '�� i " + ' mo w „ . � // / �j 0 B BECTON i 5714 -141 I 1, ° � ' -! ` .i �, i - - S l �fi I t r r i 10” NPW � as�'.� ;`* �� HATCHED PIPING y y TO BE DEMOLISHED I r I k CL EL 141.50 1 / • � O DETAIL Mil NTS IIII RESTRAINED FLANGE 571 -M -141 E ADAPTER 1 6° x 5" RDCR 571P4603 571P4603 -LCS EXISTING NPW PUMP 3 TO BE DEMOLISHED AND a REPLACED WITH NEW co — NPW PUMP 3. SEE NOTE 1 a n FOR DEMOLITION OF EXISTING -.- 10 " -V510 -- POWER CIRCUIT TO MOTOR , _ � 18" NPW d i O CL EL 132.00 /e\ " * �1lle _ a ® R EPLA C E EXI HATCHED PIPING, REFERENCE ONLY SECTION OF PIPING EQUIPMENT, AND PANELS r�• F TO ACCOMODATE TO BE DEMOLISHED N (Y -!� T P P R O V E D WITH T f -H I S PERMIT N a NEW NPW PUMP 3 J FCA v io Iii F - - NOTES: CZ p O DETAIL 1. DEMOLISH ALL WIRING AND EXPOSED CONDUIT TO a NTS INDICATED EQUIPMENT BACK TO SOURCE. REMOVE ANY ASSOCIATED CONTROLS AND DISCONNECTS 571 -M -141 ASSOCIATED TH EQUIPMENT U EIN DM G EOLIS CUT CONDUIT WI FLUSH WH ERE N CONC AND HED. co SECTON GROUT FULL. co O 3/8• =1' -0 in M 571 -M -141 Q ,`��D PA„ . ,„'f /O c 9 I ORN: ERB at APRIL 2010 PROJ NAME: SHEET TITLE: SHEET. OF: 140 DWG #: 00 CLEAN WATER SERVICES JUNE 2010 c� AIL TO e S r� NON- POTABLE WATER aF fe szo 6 GATE: • DsN: GMM Dm* 571-M-301 _ THIS BAR IS ONE INCH D URHAMAWWTF MECHANICAL P v Q CHIC; KGC CAD FILE* WHEN DRAWING IS FULL C1eanWa6e � CHZM H I LL PHASE 5B1 SECTIONS AND DETAILS PLC# XXXX 571 -M -301 I EXP. 6-30-12 NO DATE N APVR DESCRIPTION Our commitment is clear APPD. SCALE ASSHOWN SCALE. HEADWORKS IMPROVEMENTS .7_ REV # DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 -9379 a # . 641 O A 4 . \� SS X1.1. .. ,,, 7: 4.. 6 " ' - +.� ... .. � � , GROOVE END ! ' '`� , - a ` gR - - , ' : ,- 1 I COUPLING 11 1 '� ° 2" NPW CONNECT NEW 2" NPW PIPE _ _ INTO VERTICAL SECTION OF * EXISTING 2" NPW 7-0" ABOVE • t , �• NPW. RELOCATE EXISTING / EXISTING 2' STRAINER LL, ; � � I/ ....... :� PRESSURE SUSTAINING NG VALVE BACKWASH DRAIN , a / AS SHOWN ON DWG 571 -M -141 ilkila § t . REPLACE EXISTING 12 "x10" �` " r \ .: REDUCERS WITH SHORT, -' / 1 FLANGED 12' SPOOL PIECE _ +7 / j*-'` q ._ (TYP OF 2) d / //i `- eJ i�R - A . � 1 TA J . , link .IFINI4 '' 'N.". °MI" ---., 11".1":, . . - _., s "' i EXISTING 10' AUTOMATIC � . �/ y ;" •. .:.;.. STRAINER TO BE �: . �..' ,. REPLACED WITH NEW �. ; , ,'`4 // / l ...,, ` / / / / /// / /// . ... :...:..- ..:..: ,.:: ";; 12 "AUTOMATIC STRAINER -. w. ..,.. - i � j� t < .z.. / /// - / / " // JI 00° , " . . ;:_•.. ; EXISTING 2' STRAINER -•.. __ , , . - - / II - -_. BACKWASH DEMOLISHED DRAIN BELOW TO THIS BE :4i 'e t ., 41 1 " ... y� / /�" >•� POINT AND REPLACED / ` : ` - WITH NEW 2" STRAINER v t g - - BACKWASH DRAIN COMING � , _� , t - - - FR NEW NPW S TRAINER ` , ' € 'p "1 I 0 .- ' : A ' ."*. "' . i ''‘` t ° 7 �. t.° , T 4 „yam R _ alifi C .. a - A i f.,; - , 1 F f toy. . 1 1 S c aril'. o_ g HATCHED PIPING HATCHED PIPING, EQUIPMENT, HATCHED PIPING EXISTING FLOWMETER SHALL TO BE DEMOLISHED AND PANELS TO BE AND EQUIPMENT BE DEMOLISHED (SEE NOTE 1) DEMOLISHED. SEE NOTE 1 FOR TO BE DEMOLISHED ALONG WITH IDENTIFIED SECTION Iii WIRING DEMOLITION OF 12" NPW PIPING AS SHOWN ON I. REQUIREMENTS FOR EXISTING DWG 571 -M -141 TO ACCOMODATE I. STRAINER AND CONTROL PANEL THE NEW FLOWMETER FE O 4601 O �i O DETAIL O DETAIL (DRE DETAIL E R e", NTS NTS a 571 -M -301 571 -M -141 571 -M-141 m 571 -M -301 Iii I- 0 t- NOTES: O 0_ 1. DEMOLISH ALL WIRING AND EXPOSED CONDUIT TO INDICATED EQUIPMENT BACK TO SOURCE. REMOVE ASS TE PM TNDDCONNE F NCE ONLY ASSOCICI WITh ATED WITH EQUIQUIPMEE NT BEING G DEMOLISHSH ED. • NOT ED WITH THIS PERMS I v CUT CONDUIT FLUSH WHERE CONCEALED AND GROUT ND PP ROV M e \Q,E� PROfFf CT, � � ��c t x e ,��y / I � / ' V _ OATE P ROJ NAME SHEETTrRE SHEET: O F: O WO#: S f'8 EL, O� DM: ERB OR1O APRIL 2010 CLEAN WATER SERVICES NON- POTABLE WATER 133 14 � c c 'Es, L, r` SOT JUNE 2010 'r' °sN: GMM DWG k. 571 -M -501 C ■ 2MHILL DURHAM AWWTF MECHANICAL ° "'�° 571 -M -501 di THIS BAR IS ONE INCH 117 C`�� ___ C • CHIC: KGC CAOFILE WHEN DRAWING IS FULL ��•.��+ YY J clear -G1 P HASE 5B1 DETAILS EXP. 6-30 -12 z SCALE. - Our commitment ill clear PLC XXJOC No DATE N APVR DESCRIPTION HEADWORKS IMPROVEMENTS a Po: LEC SCALE AS SHOWN LL REV DATE DM APPO DESCRIPTION 2560 SW Hillsboro H. Hillsboro, Oregon 971239379 P ° ROJ x 0 POWER AND CONTROL TRAY (600V OR LESS, EXST) .__ _.._ ._._._ ...:.. ....... .... ._.. : ( ) ENT TRAY, I STRUM TRAY [A] r eirod ., --; L-71 _ . , — • .....___ _ _ ...„ . . . „ _ .„ _..._______ i : s Z3 '.. 'r w T�P48@3d. e 5 � r 5 D 5KV POWER TRAY • B (EXST) • 1a . . _ .a[E]TOCP -9015 #F " • 571STR4601A T ``+� ✓ gaLdif [F] TO IP -9006 (MCC-0001), NOTE 1 571FV4601 [B] .r 571LCP4601 ..._ 1 [C] ..,. _.._ • [G] TO CP -9015 °. ......... ] _ ' [H] TO MCC-9001 _ - FUTURE VFD I: • LP -9008 _ ' , (EXST) , (E7C3T) s XFMR 1 ( T) 04 ��. 110i�� MCC-9001 (EXST) • . 71 M N (EXST), _. _...._. �........ NCL�OPFTH . ". 8, -0, AFB ... _..... CIRCUIT AND QONDI ICTOR CAI I OI ITS ' ! 1 �° MCC -002 (FOR THIS DWG ONLY) 1� „ ! ` (EXST) [A] = [3/4"c,6#12,1 #12G] �� , i !” ) [B] = [3/4 "C,3#12,1 #12G] pi = I3/4 "C,4#12,1 #12G1 FUTURE VFD V:r • I "b3 [D] _ [t "C, MSC] . . ' FUTURE VFD ;" [E] = [3/4 "C.1 TYPE 3] ° `r' [F] _ [1 "C,1 -(2#12,1 #12G TYPE 2)] ,, [G] = [1 "C,1 -7C TYPE 1] • [H] = [1 "C,1- (3#12,1 #12G TYPE 2)] r; Iii 2 NOTES: P 1 — 0 a 1. SEE DWG 571 -E-600 NOTE 1. 2. DEENERGIZE, DISCONNECT, REMOVE, AND DISPOSE OF OFF SITE EXISTING 10 KVAR POWER FACTOR CORRECTION CAPACITOR "CAP- 9052 ". FURNISH, WALL-MOUNT IN THE SAME LOCATION BUT ABOVE NEW 571SSMS4603, AND CONNECT NEW 25 KVAR ° POWER FACTOR CORRECTION CAPACITOR "CAP-4603 '. USE WALL BRACKETS E 0 FURNISHED WITH THE CAPACITOR AND INSTALL PER MANUFACTURER'S INSTRUCTIONS WITH BLOWN FUSE INDICATORS VISIBLE FROM THE FRONT. id 3. DEENERGIZE, DISCONNECT, REMOVE, AND DISPOSE OF OFF SITE EXISTING CONDUITS a AND CONDUCTORS BETWEEN "CAP- 9052"AND MCC-9001. FURNISH, INSTALL, CONNECT, o AND TEST NEW CONDUITS/CONDUCTORS BETWEEN "CAP-4603'AND 571SSMS4603. R y� a 4. FOR CONDUIT /CONDUCTOR CALLOUTS, SEE DWG 571- E-601. (� F F ��,` E ! F (Z T, [ L t/ 5. MCC-9006, P -9015 MAY BE ROUTED FROM RGS TO CABLE T (EXISTING). �3 \ 707. A P (1 (1 l ' �- f') 1, ' I - r ' i _' T 1 I 1 1 P j- f N c 0. v N NON- POTABLE WATER LOWER LEVEL PROCESS PLAN :, 3/16 1' -0" d. fklv.ft W onrr. MLW OR1O FEBRUARY 2010 PRQINME: SHEET 171E. SHEET- x: 140 DWDr. * °" °" NON - POTABLE WATER ur a. RI DM: JL H Dwos : 571 - EP - 141 CLE AN WATER SERVICES 'ck HIM JUNE 2010 Iii THIS BAR IS ONE INCH CleanWaterServices D URHAM AWWTF ELCTRICAL 2 cHK MSM GDPLE« WHEN DRAWING IS FULL CH2M H I LL DATE 571 -EP -141 z SCALE. NO DATE N APVR DESCRIPTION Our ee..ie...eba..r P H ASE 5B1 PROCESS PLAN PL Si: XX) OC 1 EIS'' C6-35-11 ) nPPD:LEC SCALE 3/1s• =1' REV m. DATE o LL APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 HEADWORKS IMPROVEMENTS aws 6410 PROJ if: 480Y/277V, 3PH, 4W, HORIZONTAL BUS 65000 APS SHORT CIRCUIT CURRENT RATING 480Y/277V, 3PH, 4W, HORIZONTAL BUS 65000 AMPS SHORT CIRCUIT CURRENT RATING 1 1 1 ! M 1 T T 1 T f , ,5/3, 25/2) 250) 15/3) 25/2 ) • f�I7� • .,-- FVN r l ? ? w,�! I r r r - �— r a Ip H,-, 5 0n R! son 4 ' I I P -9015 XFMR -9007 XFMR�007 10 KVA NO NVA • • • 480- 120/240V, 1PH, 3W 480- 120/240V,1PH, 3W . • NOTE 1 • [AI 4 I I [D], TO CP -9015 .--- ITB ^ @1 SOFT-START MOTOR STARTER 571 SSMS4603 CONDUIT AND CONDUCTOR CALLOUTS: w CONDUIT W /ISOLATION AND CAPACITOR (FOR THIS DETAIL ONLY) • FITTING CONTACTOR AND INTEGRAL BYPASS CONTACTOR, SEE [A] = [1 1/2 C,3#4,1#6G] DWG 008J -610 (9 [G] [B] = F"C,' (3#2/0,1E • © O ® G TYPE 2N � ® 15C TYPE 1 l n n [C] = [2 "C,3#210,1#60] o . [D1= [1'C,1 -9C TYPE 1] v N [E) = [3/4"C,1 -3C TYPE 1] 1 - W w [F] = (2'C,1- (3#2/0,1#4G TYPE 2)] z W "' ? ' [G] = (3/4 "C,1 -5C TYPE 1] sr F a � 2 J z z °d li Z MCC -9001 PARTIAL ONE -LINE DIAGRAM (EXST) MCC -9001 PARTIAL ONE -LINE DIAGRAM WITH REVISIONS PROVIDED UNDER THIS CONTRACT H. 20" TYP N / 1 2 3 4 5 6 r v is VI SPACE IP- f 9006 1- NOTE 1 I- 0 J a NOTES; ED NPWP- 1. LOCATE EXISTING INSTRUMENTATION PANELBOARD 9P -9006" IN "MCC -9001" c 9003 SPACE SPACE VERIFY A 15 AMP / 1-POLE "SPARE" CIRCUIT BREAKER IS AT BRANCH CIRCUIT SPACE NO. 23. FURNISH, INSTALL, AND CONNECT POWER CONDUITS / CONDUCTORS v BETWEEN FIT 4601 AND IP -9006 BRANCH CIRCUIT NO. 23. CHANGE THE BRANCH CIRCUIT NO.23 CIRCUIT IDENTIFICATION LABEL TO "FIT4601" FROM MAIN SPACE STR -9001 'SPARE" r O LUGS SPACE SPACE SPACE 2. VERIFY POWER FACTOR CORRECTION CAPACITOR SIZE WITH MOTOR r O SUPPLIER. CAPACITOR SHALL BE FURNISHED, INSTALLED, AND CONNECTED 9 UNDER THIS CONTRACT AND SHALL NOT EXCEED MAXIMUM KVAR RATING n. RECOMMENDED BY MOTOR MANUFACTURER. c co cci MCC -9001 ELEVATION (EXST) C NTS logiutittp M S 5, c t r m `4 . Darr: MLW �>E: APRIL 2010 PROJNAME: SHEET TITLE: SHEET: DF: DWGE CLEAN WATER SERVICES �°"' ` DSN: JLH Dwc 571 -E-601 NON- POTABLE WATER 135 140 4r °tw, a, � iii THIS BAR IS ONE INCH �/� DURHAM AWWTF ELECTRICAL a°E: JUNE 2010 44 ' S. �,►. 3 CHI: MSM CAD FILE It: WHEN DRAWING IS FULL `'` '�''` '`' '' C H 2M H I LL 571 -E -601 SCALE. C sorviba.sthelm PHASE 5B1 ONE -LINE DIAGRA AND PLC *. )000( I EXP, X30-11 I w NO DATE N APVR DESCRIPTION MCC ELEVATION c vvs J nPrv: SCALE NONE �, DATE DRN APPD DESCRIPTION 2550 SWHIHsboroHwy. Hillsboro, Oregon 97123 -9379 HEADWORKS IMPROVEMENTS , , ,, sa10 {L NODE 1 NODES NOTE NOTE2 r - — - 15KV MAIN PLANT SWITCHGEAR (EXST) - — - , 10 Cl Bt Al AT MAIN PLANT SUBSTATION Al BI Cl 600 600 coMPAR"' ENT CM. COMPARTMENT .0520x& • • I / 600 � / 13 1 1,1/ 13.*V Nt N 0 NG I 30E CLE • – _ r""; , , 500KVA CLE PAD MOUNT I I U 30E I I SOOKVA .__ . <-;a7'{ i• - "2. t- -C XFMR I • I I = MAIN .CB *1 c CB MAW ca 42 13.2KV 750XFMR3202 (EXST) I PAD MOU 480Y/277V , I I I 4 , 13.2KV 1 ..... / , 1 XFMR 1200A no 1naA 3PH, 4W 1 800 TA I ��120V� I 120V 1 750XFMR3201 (EXST), – I, I I I 480Y/277V, 800AF . . , 1. I 13.2KV-480Y/277V, , 800AT 1 3PH, 4W ! 1 , 12 – – – i ' NO—ii." 15KV SWITCHGEAR 100SWGR0101 (EXST) ; 480V TO *W. ) IN INFLUENT PUMP STATION (IPS) DIGESTER z COMPLEX NO.2 480V TO ?�.3AM P. _'. °. . {_= j.. ° 20MCC9902 `" t? DIGESTER 1200A `( p O a O C C NO. 2 I Fu" 1 w u z z U Q w Z = w 1 k1ai5 . ! 1200A 1 W ■ p o, t Z °: 3.7§LV.`:2i^.€ 7 „; S.C.. k3133 2, '1':2K.1';i ? €X3A Uw p otl1 �W J w II Ci y c.) s ' y� w LL3ww 6-- N w : I ZN 0 x i p yw D_0 ag0 O KO I pZ Z NF ZLL f ° 3 WWI ce LO A. 1200A ' tea,, , 1200A a� RIZO Ooh v3rir o 9 zw 11:5 pmt a2 52 N �¢ aLL °. "SZ" rw SWITCHGEAR 100SWGR0102B ONE -LINE DIAGRAM aa LL. oa0 o y c I ,�:, v wit.; ` W WITH REVISIONS PROVIDED UNDER THIS CONTRACT SWITCHGEAR 100SWGR0102A ONE -LINE DIAGRAM r ..; ! m v WITH REVISIONS PROVIDED UNDER THIS CONTRACT 9 ..1 f rn 3) i` 3,J L _ r 3 1 In 108" 108' SOS ....., _ ,.. » .... (') 1 [ i) 1 .� NODE 2 'N NOTEZ NOTE2 0 0 re p re oco o g �g o w RI Lu 111 9 LO d 500KVA 9 _ 0.- p " 500KVA 500 re ` n ia,� Lh. >.n PAD MOUNT p V , a ' c Y T ry " � PAD MOUNT . ''750XFM R3201(EXST) Y°y:.,- ..XFMR a a u) 750XFMR3202(EXST) y; ' p z z w - i 13.2KV- 480Y/277V, : 13.2KV480Y/277V, z∎ w N U Z t 3PH, 4W 3PH, 4W m' z =z I w o:r0 I e , tom , z r0 itF 800AT : I 800AT 2 — o LP 480V TO DIGESTER 480V TO DIGESTER 4? COMPLEX #2 COMPLEX #2 a 20MCC9901 20MCC9902 Iii 2 P a EXISTING 13.2 KV PARTIAL 0 6 ONE -LINE DIAGRAM 6 C NOTES: E. 1. ELECTRICAL INTERLOCK TO ALLOW 2 OF THE 3 BREAKERS TO BE CLOSED SIMULTANEOUSLY. CIN REFERENCE ONLY ni r C 2. FOR CONSTRUCTION SEQUENCING NOTES REGARDING WORK a SHOWN ON THIS DRAWING, SEE SPECIFICATION SECTION 01140, WORK RESTRICTIONS. ..1.7 Al NO APPROVED WITH THIS PERMIT a ` e3 Cl S ' 81 Al CA 1 LI �i ` S WITCHGEAR 100SWGR0102B ELEVATION el SWITCHGEAR 100SWGR0102A ELEVATION �D'Ii ``G• T w o one MLW .M FEBRUARY 2010 PROJ NAME: SHEET TITLE: SHEET: 136 OF: 140 DM*' FIRFROLL E LECTRICAL - fir. ' e.' OSH: JLH owe* 900 -E4301 CLEAN WATER SERVICES PL7.T JU NE 2010 THIS BAR IS ONE INCH CleanWal di eL ViceS D URHAM AWWTF OVERALL PARTIAL 2 CHIC MSM CAD FILE*: W HEN DRAWING IS FULL CH2MHILL I LL �" 900 -E -601 a o� o...Ir,..1b PHASE 5B1 ONE -LINE DIAGRAM PLC. X)oo( z SCALE. NO DATE N APVR DESCRIPTION AND ELEVATIONS I i7�30 1i APPD. LEC SCALE: NONE HEADWORKS IMPROVEMENT LL REV* DATE DRN APPD DESCRIPTON 2550 SW Hi9eboro Hwy. Hillsboro, Oregon 971239379 PROD It : 0 jIA NOTES: z 1. SIZE BREAKER PER MANUFACTURERS RECOMMENDATION. 03 . on I I I 30E I GROUND CONDUCTOR TO XFMR, SEE DWG I 200-EF -141 200XFMR4101 I — I 1 500KVA Y I 13. pp pp ppp -- i� �"'�'' I 3-PH, 4W, 60HZ 200MCRC410NTROLCENTERI -- - — -- ------ ---- ------ ------------ -- -- - — - — - — - — - — - — - — - _ - -.2B - - - — - i NEUTRAL CONNECTION I lT 800AF K1 — NC 2B —I DPM I--3 2B K1 f 600A, 480V.3W + GND, 65 KAIC, 12KA AVAILABLE 3 PH SYMMETRICAL 1A 1BL 1BR 1CL 1CR 1D 2A 3B eINN.O. T f° T T f 1 T f t 1 400 AT 1 1s I I Is I, Is I I I ` 800AF I 1 I 1 I I I I / I 150 20 20 35 20 200A 0 I I I I I I I I I I NOTE 1 w 1 1 1 1 J. 1 1 1 1 - f - r Z Z Z Z T T Z ° I SPD I ' 3 I J ) J J J ) J I r r r r r r r r r o IP39] ° w r r r N __ _ ____ _ —__ — z _— 0 I I I I I I I I I ]P39] I I I I I I I I I ® ® Z I I I I I I I I I z I I I I I I I I I w AUTOMATIC 0 T�FER SWITCH 1 U i'� i'. i'� i'� i'-. i`� i',. i' ,is. 0 0 0 K 1 1 1 1 . 1 2` 1 2` 1 20' 1 20) A 20 ` 11` A 60` ® U U a pa . . ■ / Y . /Y ■ • ■ • ■ / Y . / Y o o [P39] CN CV CV E. IP161 .,... r f p m (P28] re _ p LL F w " m 200XFMR0404 200XFMR0403 °— ¢ z z z r_ a 480 V,3W - 480 J r F F 1:- a a z z z !cl 480Y277V, 4W 208Y/120V, K_ a LL ° o o O 15KVA a 3-PH, 4W 30KVA z a'�? rQ$ ~ � � ~� ~ z ' �w m w� _� re re r 0 as as G ma a w °$ m i ° .i. [P16A] a [P 39A] EXST HEADWORKS MOTORS POWERED BY MCC'S IN EXST ELECTRICAL ROOM. TO BE POWERED BY THIS MCC IN THE FUTURE. a a il aD 0 F- l- o e. 0 0 Iii a ° a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT C HEADWORKS NEW MCC ONE -LINE DIAGRAM t 1f41c OS ;, r .a� N I t " .c.. ,sexy 0 o URN: MLW O�ATOE: FEBRUARY 2010 PROJ NAME: SHEET TITI-E: SHEET: 137 OF: 140 DWGN: ELECTRICAL q m , CLEAN WATER SERVICES °' USN: JLH Swat 900 -E -602 SOT JUNE 2010 4 S. H� w _ THIS BAR IS ONE INCH C�II\ er D URHAM AWWTF DATE: 900-E-602 Q cHK: MSM CADFLE WHEN DRAWING IS FULL Our eo�il�nt i, dew PHASE 5B1 HE MCC a� t xx x x E. E6- ]1 1 Z SCALE. NO DATE N APVR DESCRIPTION ONE -LINE DIAGRAM NwU: LEC SCALE: NONE RE N DATE oRN �o . DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS ,, Ws saw LL z- Co ¢ NOTES: z _$ 1. SIZE BREAKER PER MANUFACTURERS RECOMMENDATION. ze 00 r - - r - I I I 1 600 I I 1 C L E 3 I GROUND CONDUCTOR I TO XFMR, SEE DWG 1200XFMR4102 200 -EF -141 A 500KVA Y 113.2KV- 480Y/277V I {� rv---vm 13-PH, 4W, 60HZ L - - _ - pp 4Ba�® - — - — - — - — - — - — - — - — - — 200M CONTROLCENTER2 - - - 1 2 3 4 5 6 L 4D NEUTRAL CONNECTION is r ?'� 1 ) K1 A A A NC 4B ' METERING SPACE METERING 48E-1 DPM I— 600A, 480V,3W + GND, 65 KAIC, 12KA AVAILABLE 3 PH SYMMETRICAL I A B B BL BR 4 A a 5A 5BL 5BR 5CL 5CR W 11 1 i 1 r r r t r t t t r O NOTE 1 I I I I I I,, I I I I BL BR SPACE SPACE CL CR SPACE $ 200A 20 20 35 20 I / I / I / I / I / I/ I I I C A C a„ I I I I I I I I I I I CL CR In I I SPD I - r - r T -r - r Z Z T - T MAIN TIE MAIN SPACE CIRCUIT BREAKER CIRCUIT j I j j j j r r j j j I 0 BREAKER BREAKER F - -- -- - -- -- -- -- --- -- '-- _1 - -- rt- -- '- -r-- '[- -- t- -- 1-- -- -rt-- -- -i_ ---- O I I I I I I I I I K ® ® ® I I I I I I I I I E D B D D A o p 1 I I I I I I I I [P39) -/ N I I I I I I I r I I 0 0 i i'. i'� e i'� i'� ter` _ _ .1, a o J ; 1 ; 2 y ; 2 ; 20 ; 20 ; 20 ` 60 ; 5 ; 1 ; 1 N N N / r 200MCC4101 200MCC4102 N 3 li Z a a~ Z Z Z m 200MCC4101 AND 200MCC402 ELEVATION w tf M a (Q NTS � �� w w�r` Q o Q ag a g a o� N 0 o z r r F H F - ~ z N ' o j � 0 N ° 4 N NN a ii a i D!0 _ (3 0 U' U M O� EXST HEADWORKS MOTORS POWERED BY MCC'S IN EXST ELECTRICAL ROOM. TO BE POWERED BY THIS MCC IN THE FUTURE. 8 r N co w 2 HEADWORKS NEW MCC ONE -LINE DIAGRAM o -J a 0 0 is w ° REFE RENCE ONLY APPRO WITH THIS • a NOT PERMIT C . a co in M I n Ill DH ML W ORM PRO NAME: SHEET TITLE: SHEET: 138 OP 140 DWGC aw. O1 OW JLH DWG 900-E-603 CLEAN WATER SERVICES ELECTRICAL u , i THIS BAR IS ONE INCH nWater Services C H2MHILL D URHAM AWWTF HEADWORKS MCC DAM: JUNE 2010 CHK MSM CADELE* WHEN DRAWING IS FULL NO DATE N APVR DESCRIPTION ass PHASE 5B1 ONE -LINE DIAGRAM PLC* )000( 900 - E -603 z SCALE. Out aitsaat b alas I Ex', CE-31-11 I cws J AP: LEC SCALE: NONE �vt DATE a+H APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 - 9379 HEADWORKS IMPROVEMENTS * 641 RPM: LL - . ---.... wwww81111".." .- ■IIII • LUMINAIRE SCHEDULE . _ — ,- - INPUT MANUFAG !DEER ANTT $YMBOL TYPE VOLTAGE WATTS DESCRIPTION CATALOG NO. LAMPS : MOUNTINGI 1 FLUOR 277 112 4' SMALL PROFILE INDUSTRIAL, EXTRUDED THE LIGHT EOGE (2), 54T5H0 . SUSPENDED . 1 I ALUMINUM HOUSING p.m.+ INTEGRAL BALLAST RAP2 4100k HEAT-SINK, CLEAR ANODIZED FINISH. 2 FLUOR 277 109 4 ENCLOSED AND GASKETED INDUSTRIAL BEGHELLI (2). 5475H0 -WALL I POLYCARBONATE HOUSING, STNNLESS STEEL ILLUM HARDIARRE, DUAL PARABCM REFLECTOR NA HZ100 4100k 45 DEGREE I !MOUNTNG RATED FOR USE IN A CLASS I DIVISION 2 AREA. i BRACKET , . • INDUCTION 277 165 ALUMINUM HOUSING, BAKED EPDXY POLYESTER HUBBEUAGLLARK (1), 165W 1PENDANT 3....„„ POWDER PAINT FINISH, LIGFRWBGHT CORROSION CERDLITE NDUCTION .....// RESISTANT POLYESTER REINFORCED FIBERGLASS V SERIES REFLECTOR GLOBE AND GUARD PROVIDED .• • .• • RATED FOR USE N A CLASS I DIVISION 2 AREA. • 4 It•IDUCTION 277 88 Ir X ir WALL PACK. INDUCTION LAMP FOR US UGHTING TECH (1), tiOW iVU. 1-0 LONG LAMP LFE, DE CAST ALUMINUM CASNG INTTH POWDER COAT CARBON GRAY FMK DIAMOND WAU- PACK INDUCTKIN 5000k , ,•' ••• PRISMATIC GLASS LENS, 1 5 HALOGEN 277 44 NOUSTRIAL EMERGENCY LIGHTNG UNIT. LIPHONIA (2), 12W HALOGEN ;WALL 41=P. NEMA 4X RATED NICKEL CADMIUM BATTERY, ECIX1236.W.PREM i . MINIMUM 90 MINUTES OF ILLUMNATKIN, ••• • .• HALOGEN 277 44 INDUSTRIAL EMERGENCY LIGHTING UNIT HOLOPHANE (2 12W HALOGEN IWALL 6 NEMA 4X RATED NICKEL CADMUM BATTERY 0E801'0 M70 4 i=P . MINIMUM 90 MINUTES OF 9,1.3."11■ATtON. .••• RATED FOR USE IN A CLASS I DIVISION 2 AREA. .• .• . . : . LED 277 10 HAZARDOUS LOCATION EXIT LIGHT HOLOPHANE LED 1WALL FIBERGLASS REINFORCED POLYESTER HOUSING. DELEON HD 7 GRAY FINISH WTH STAINLESS STEEL HARDWARE ® LONG LASTING, HIGH OUTPUT, D6ECT VIEW ..• LED. SEALED NICKEL CADMIUM BATTERY. RATED FOR USE IN A CLASS I DIVISION 2 AREA. • INDUCTION 277 110 24- SQUARE SHOEBOX STYLE LUMINAIRE US UGFMNG TECH (1), 100W POLE DIE CAST ALUMINUM HOUSING, POWDER COATED PARKER AREA INDUCTION 8 BRONZE FINISH. TEMPERED GLASS LENS, LIGHT 5000I ANODIZED ALUMINUM REFLECTOR. LONG LIFE ° ID INDUCTION SYSTEM, 100,000 HOUR RATED. .• SQUARE 15-0' ALUMINUM POLE. BRONZE FINISH • .• LED 120 20 "GCYNCI-G0 RED STATUS LIGHT. LED LIGHT FEDERAL SIGNAL (2) LED 1WALL 9 SOURCE, STACKABLE LIGHTS IN VERTICAL MICROSTAT • • 2 RD CYLINDRICAL CONFIGURATION, NEMA 4X, UL LISTED. i MS12-120GR .• a PROVIDE WALL. MOUNT BRACKET TO MOUNT IN WITH OPTIONS: ce • L'I VERTICAL CONFIGURATION. MSLBRCKT ..... , n MSLED i 6i 10 . 2 , LED 120 25 EMERGENCY STROBE,. CLEAR FRESNEL INNER LENS, FEDERAL SIGNAL LED I WALL 0 CLEAR POLYCARBONATE OUTDER DOME LED LAMP, 225XL-120V i MOUNTED ON _1 0- 10 NEMA 4X RATED ENCLOSURE, U LISTED FOR USE 112 PIPE N A CLASS I DIVISION 2 AREA_ • .• . . o 3 ill i- < r=3 )— 2 0. REFERENCE ONLY ce NOT APPROVED WITH THIS PERMIT a . g _ 71421PE in Dm: MLW , FEBRUARY 2010 PROJ NAME: SHEET TITLE. SHEET. 139 °F ' 140 DwG t• CAPACM °R1G IIMEIENNI 444 .we ... g CLEAN WATER SERVICES ELECTRICAL DEN. RSH ceec 4 900-E-1304 PI-°T JUNE 2010 ili THIS BAR IS ONE INCH CleanWaterServices CH2MH ILL DURHAM AWWTF LUMINAIRE SCHEDULE DATE: 900-E-604 2 WHEN DRAWING IS FULL < CHK: MSM CAD FILE A: PHASE 5B1 PLC A XXXX Our ommiliaost is dm 1 DV. ca-v-ii j z SCALE. NO DATE N APVR DESCRIPTION _I APR). LEC SCALE: NONE HEADWORKS IMPROVEMENTS cws M10 17 REV I DA1E MIN APPD DESCRIPTION 2550 SW HiNsboro Hwy. Hillsboro, Oregon 97123-9379 PROJ 11: ---..... A - -4414 I ELECTRICAL PM-M.80AR° scHeouLE J 1 ELECTRICAL PANELBOARO SCHEDULE 1 ' PANEL 200PPO401 LOCATION ELECTRICAL 4 CONTROL ROOM PANEL 200LPO401 LOCATION, ELECTRICAL t CONTROL ROOM VOLTAGE, 460V. 3P6. 3W.. MOUNTING, W.M.R. MCMNTED ISURFA.."-ED VOLTAGE: 4136277V, 3Pek 4W MOUNTING: WALL MOUNTED 4SURFACEI 13USS1 IE 2 PED VIA 200ATS4401 4 ...4 -FED-FROM-200PPC40,1414420XFMR0406 MAINS: ';';' Ma44 R e/ MAINS; 1 MEP SN46444 Isc: ., 4 KA In: 14 KA BREA K5R LQ.� VA LOAD VA EiREAKER RE 1 ailligtajkamank , miiiiiiiiiiii 8 •` CIRCUIT TITLE c K 7 CIRCU IT RILE CIRCUT TITLE • PH 111111A CC 21 " 'r. =Ma IRu1T ME NO P OLE Amp CK No MP POLE 11111211111121111L1111111:111111 El . M As potz _ A a r2 MA tie At , or . vuilummuum ..„,,„- .mm - . - - - . wail ELEC ROOM AIR CCP U ITS - EXST SCREEN RM PENDANT MT IINI IZAINNINLIMMIIIMINSEa -.----- , -, . 200M us • ELEGeoconsx a ''''''' '''''''' . *-7 . EXTERK4A ALI6001 INUNINNINNIIIIIINI Line 348 ‘ 20ACU0401 11111111101111111111 3, ' KD IIII 0 L ' - .4 SCREEN RA4 AU. MT 20 2 - j 1112 IMME HL... . , ..„.„ • --- 664 - > 111211111/1111111111V t.f. - ---, • , , 'Is - COAVACTOR AM 20 - -, ,; SPARE NI taY ‘ • ' ,: .- id . ____ 8 ...,,,,p...„ 1 • _ ,. allialSPAC Lis . ^ . 4" t- NUNIFAIIIIII 5--e - -- - - , - -, 10 SPACE SPACE SPACE M4.4.," - ,,, ,-,-- , . 5ii 12 , . —am HER , mm _ , 'D?It,0:4:Mel '-'".. ' "S" , - , , c iarli Roo. up 004)R 31 . pAcE anall11.11 SIM 1 $1.1.111112!- aomoto2 viA`1 '' E mu" liwrekas.,, imisi:-,-,- :,- . -- , .: _ _ ..... ___ ___ CE ' ' IIIIIIIIIIIIIIIIEW PAce IliEMIMMIIIIIIII .... NMI ! : imaitfirjsP _ SPACE Kim a amst _____ SPA . . . 4 _ _ =111111111111111111111111111111111111111111111111M1.11— 11551111111 MI ' ; .- , - ' t; m„ K...,, D , ' :: .7- , NE111111011111011111111111111111111111111111111 spAce . . 11111 - ' ' ' : - - - Mil e 20 Sp - ''' " VIA 4WFMR°'4°4 ""11111 21°° 9 4 ' mmilizasu4:,. -' Mililiallp=illiailligialaailiMilia. SPACE 21 22 SPAC 1=11.1 ,4 =111111111111111111111111111111111.111111111111 . — imunsammi ,t1Mil 1 mus "="1111111111111111111111111111111111111111111111111111111111111111111111!_ spAce 101111111111111 ININ • SPACE SPACE 101.11111MI ,, „. 3.4 af 111111.1' -1,444414.2 ,4 ,4;- SPACE , EIMILli 3 _ • calull r _ ue n....111 : , ammea _ mill am ilim uie llim oikulsr-atilemo,,, , , iiiiiiaqmlawriacian,,,zrlaiseamsomaalspACE SPACE SPACE SPA. 1101111111111111111.1111111-Es&K , :4:. AENP444 4. ,...-4.4 -... spAc — - 4 , SPACE IILIIIIIIIIIIIIIIINNI '"r'rG ..EIIIIIIIIIII SPACE - ,.,...V.!-'4;,t;4,-;,!:' ,; ;t4 36 SPACE PHASE A LOAD (VA) 2,100 SPACE 35 SPACE PHASE 5 LOAO NA) 2.1 SPACE 40 SPACE , PHASE C LOAD NA) 1,S50 SPACE TOTAL LOAD NA). 7 .-* 54 TOTAL LOAD 12140 5550 95810,' 6241 SE41 , 524 PHASE A LOAD VA.) 1 /.3 81 PHASE Et LOAD y.4) I4,751 PHASE C LOAD NA) 14,821 TOTAL LOAD NAP' 40550 ELECTRICAL PANELBDARD SCHEDULE I PANEL 200PPO402 LOCATION ELECTRICAL I CONTROL ROOM VOLTAGE' 2081120V 3PL 4W MOUNTING WALL MOUNTED (SURFACE) BUS SIZE; MA FED FROM 200PPO403 VIA 200XFMR0403 MAINS. 100k Mom 88.8kg, tut IS kA BREAKER LOAD, VA LOAD, VA BREAKER . CIRCUIT at TM.E ...„. _..... — – - WWI — lroliirm AMP at CIRCUITITTLE POLE POLE AMP • No A I B t ; C NO SPARE ' 1 .' - '1 , t . - :*-- AV" 1 20 2 ELECTRIC TRAP PRMER ETP.1 SPM 1 20 1 -' iilo' :.,- : , 1 20 4 2004,CPOTO3 (OAS A.44RM_P#41.) koiltmitR Gal2wpm°) 3 ro 11 1 0111 -,'-',,, , -,- 500 aul 20 5 200LCP0605 (PLC) 200LCP0506 (PLC) ,..,::... t.t . TA : 6 1111111" 2 linill 200 ,: Ill 10 Alc0704 (GAS DETEC • - •ri.I'T - - - 74114- - 4 RCPT. ELECT. ROOM 2 12 uro RCPT 2: :;',''Ii%a 00 2 ,. , . aim - 4 , - EXTERIOR NEU 13 MB , , , M RCIET-COMPACTORROOM" 15 21111111 ::".,.8-v le 180 IMI ' * _ , . SPACE 17 MM J csi SPACE 11) MM. t/..." IIIII __ 1111111111511 .'s S ACE 4 SPACE -- IM limasia= , , ,, H . E .,. mmli=,.,,A. IIIIIII1E31 SPACE 1E111111111 , ....„. 9,1 SPACE ' • a. SPACE 1:1111.1111111.1 ragU SPACE -alli 1 '221:1111111111111111111111.11111111.11". 1.11-7777- ' ' ' :''-"T" . NNINIMMIN1111111:31 EZEINN■1111111111111111111111111111INIKININM - --- ,,- , ,,,,,,,, ‘,,, ,,,, ___ Aumszi=imassummaiummasse ; SPACE 131111111111 " , - - ' "T T TOTAL LOAD 11 , 540 1220i 24* 4001 700 ii INDICATES GPO BREAKER PHASE A LOAD , N1AI 31530 ol-< PHASE S LOAD A2 840 ' 9 PHASE C LOAD NA.I 1,20 a_ *TOTAL LOAD t'VA)8 .. NO APPROVED TONS 1. PER M IT co- -. \-00FEttii., m a:3 E ' ' A PROJ NAMF SHEET TM F W DRN: MLW ORIG FEBRUARY 2010 SHEET. 140 OF 140 DWG t Net, 44 S m■ CLEAN WATER SERVICES ELECTRICAL CHK CAD FILE it C.' DSN RE H owc 4 900-E-605 WHEN DRAWING IS FULL DATE tii THIS BAR IS ONE INCH CleanWaterirServices CH2MHILL DURHAM AWWTF PANELBOARD SCHEDULE PLOT JUNE 2010 900-E-605 PHASE 5B1 PLC # )00(X 1 ExP. 06°.*-II I MEM Out commitment is elm Z SCALE. NO DATE N APVR DESCRIPTION cws I II APPD LEC SCALE. NONE REVS DATE DRN KPPD DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro, Oregon 97123-9379 HEADWORKS IMPROVEMENTS 6410 PROJ * Li -