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Report (7) • RECEIVED • . FEB 23 2015 Contract Documents CITY OF TIGARD CITYOFTIGARD For the construction of the • RE JEWED FOR CODE COMPlIANCE BUILDING DIVISION App to.--- Ta Durham Advanced Wastewaterb t a Treatment Facility Permit "1;21. if k r rresteits: 6-' -1� S VE Primary Treatment and Br Dates ' SPECIAL INSPECTION REQUIRED Hydraulic Capacity Improvements State of Oregon Structural Specialty Code Project 6491 C TY OF TIGARD ❑ Concrete and Reinforcing Steel REVIEWED FOR C DE COMPLIANCE ❑ Bolts Installed in Concrete Approved= [ ❑ Special Moment-Resisting Concrete Frame OTC: [ 3 ❑ Reinforcing Steel&Prestressing Steel Tendons Permit#; �? �'� L�Z- ❑ Structural Welding Address: 0 High-Strenght Bolting \� Suite#t j Bps , Dates l ❑ Structural Masonry ❑ Concrete m yp Reinforced Re Gypsum C ❑ Reulatine Concrete C C1eanWate r Services DEFERRED Fite Sprinkles ❑ Spray Applied Fire-Resistive Materials Fire Alan* ' ❑ Pilings,Drilled Piers and Caissons Mechanical ..... Plumbing .,,� ❑ Shotcrete Electrical -�. Volume III of IV Truss En�nee� ._.. ❑ Special Grad ,Excavation and Fang >I .,.r.,. o sm Systeirm Drawings other --- IDttier In oTEZ - PO ."6 `Q t e) APPROVED PLANS INCLUDE UN-ATTACKED= —k'S'PECIFICATION BOOK . - 11 t1CTURAL CALLS GE REPORT C t�OCUMENTS Approved plans shall be on job site. CH2M H I LL CITY OF TIGARD OFFICE COPY Approved by Planning Portland, Oregon Date: oZ_____ Initials: January 2015 IIL DURHAM ADVANCED WASTEWATER TREATMENT FACILITY PHASE 5B2 PRIMARY TREATMENT AND HYDRAULIC IMPROVEMENTS PROJECT 6491 CLEAN WATER SERVICES TIGARD, OREGON PROJECT LOCATION DRAWINGS - JANUARY 2015 ASTO IA ----rs rl+�EE ri "4,16.1. '-� . if ��' F �1♦ iii� �1IV HOOD RIVER F _-' ' PORTLAN• CI PENDLETON 11111% R F� � TIGARD f! THE DALLES TILLAMOOK , ENTERPRISE G 0 LA GRAND ...8 -•- tgirt i% � rii// rr U PRINEVILLE r �_, i li,,,41. 1,if a © SISTER REDMOND � � . / =END IC ■• mid EUGEN T:.,.., ' �.� ' 0 BURN I `�� •1�-'•�!. , �' �� 11�� ' RHAM' -. , 1 . i ROSEBURG 0 OREGON PROJECT LOCATION : =+.• U A. DURHAM FACILITY + _ ; 16060, 16375 AND # ` /iii y1Jean Ili N.I.C. 16850 SW 85TH AVE r€ -,: R iy4■F TIGARD, OR 97224 . y_ ;� O GOLD • ; BEACH MEDFORD L.AKEVIEW _ II ti ,iZTre� A:NATIO TH FALLS "'`'' �_��'� N N (1)1 VICINITY MAP ED LOCATION MAP o o c o osto.pROffsJ, E �1 . v ww: p� CLEAN WATER SERVICES SHEET TITLE GENERAL steer 1°F106 °WGr s+b p Digital Signature OREGON DURHAM AWWTF1 °°" KLA am. oo,-G-oa, THIS BAR IS Cle$nWBIrI Services PHASE 5B2- PRIMARY TITLE SHEET AND °Ri :JANUARY 20,5 001-G-001 J1, •_ m 'D •: ONE INCH WHEN o�>•eommirm.•, �I.. CH2M H I LL TREATMENT AND HYDRAULIC LOCATION AND VICINITY MAPS DA°. NF C.ctAC� p" JEK ao�i,ao�±asna.apn DRAWING IS "°`° LEC°`"E As NOTED FULL SCALE. • �� DE ,p„ 255°SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT a.i 8491 I EXP.12-31-151 8 INDEX TO DRAWINGS DRAWING NUMBERING LEGEND FXAMPI F- //220-M-1411 GENERAL INSTRUMENTATION AND CONTROL FACILITY/DISCIPLINE NO-"/"‘ DRAWING LEVEL 1 001-G-001 TITLE SHEET AND LOCATION AND VICINITY MAPS 50 008-1-001 P&ID ALUM METERING PUMPS / OR TYPE CODES 2 001-0-002 INDEX TO DRAWINGS AND GENERAL LEGEND 51 008-1-003 P&ID BIOFILTER DISCIPLINES)TYPE CODE 3 001-G-003 ABBREVIATIONS 52 008-1-004 P&ID HEADWORKS EFFLUENT STRUCTURE 4 001-0-004 ABBREVIATIONS 53 008-1-005 P&ID PRIMARY SLUDGE PUMP STATION AIR FLOW 5 001-0-005 CIVIL LEGEND 54 008-1-502 TYPICAL TERMINAL BLOCK MARKING FACILITY/DISCIPLINE DISCIPLINE/ DRAWING LEVEL/ 6 001-0-006 INSTRUMENTATION AND CONTROL LEGEND SHEET 1 55 008-1.503 EXAMPLE LOCAL CONTROL STATION DETAIL NUMBER TYPE CODES TYPE CODES 7 001-0-007 INSTRUMENTATION AND CONTROL LEGEND SHEET 2 56 008-1-600 WIRING DIAGRAM LEGEND 8 001-0-008 STRUCTURAL NOTES SHEET 1 OF 2 57 008-1-601 TYPICAL WIRING ALUM METERING PUMPS 001 GENERAL C-CIVIL 100-PLANS 9 001-0-009 STRUCTURAL NOTES SHEET 2 OF 2 AND ARCHITECTURAL NOTES,SYMBOLS,AND LEGEND 58 008-1-602 TYPICAL WIRING OPEN/CLOSE GATES EXISTING LCS 005 CIVIL/DEMOLITION/YARD PIPING CY-YARD PIPING 130-LOWER LEVEL 10 001-G-010 STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS-SHEET 1 OF 4 59 008-1-603 TYPICAL WIRING OPEN/CLOSE GATES NO LCS 008 INSTRUMENTATION AND CONTROL 220 HEADWORKS EFFLUENT STRUCTURE D-DEMOLITION 140-GROUND LEVEL 11 001-G-011 STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS-SHEET 2 OF 4 60 008-1-608 TYPICAL WIRING PUMPS 330 PRIMARY SLUDGE PUMP STATION E-ELECTRICAL 200-ELEVATIONS 12 001-G-012 STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS-SHEET 3 OF 4 61 008-1-609 TYPICAL WIRING FANS 350 BIOFILTER EP-ELECTRICAL PROCESS 300-SECTIONS 13 001-0-013 STRUCTURAL STATEMENT OF SPECIAL INSPECTIONS-SHEET 4 OF 4 62 008-1.620 TYPICAL WIRING DISCRETE INPUTS 810 CHEMICAL BUILDING 900 ELECTRICAL EF-ELECTRICAL FACILITY 400-ENLARGED VIEWS 14 001-G-014 PROCESS MECHANICAL LEGEND 63 008-1-621 TYPICAL WIRING ENVIRONMENTAL SYSTEMS GO/NO-GO STATIONS G-GENERAL 500-DETAILS 15 001-G-015 LIQUIDS PROCESS SCHEMATIC 64 008-1-622 TYPICAL WIRING POWERED OUTPUTS I-INSTRUMENTATION AND CONTROL 600-SCHEMATICS,DIAGRAMS,SCHEDULES 16 001-G-016 PIPE SCHEDULE 65 008-1-702 TYPICAL WIRING-ANALOG TWO WIRE INSTRUMENTS M-MECHANICAL 17 001-0-017 PROCESS DESIGN SUMMARY 66 008-1-707 TYPICAL WIRING ANALOG VFD S-STRUCTURAL 18 001-5-018 HYDRAULIC PROFILE 19 001-G-019 ELECTRICAL LEGEND SHEET 1 HEADWORKS EFFLUENT STRUCTURE 20 001-G-020 ELECTRICAL LEGEND SHEET 2 67 220-0-141 DEMOLITION PARTIAL PLANS AND DETAIL 68 220-5-141 STRUCTURAL FOUNDATION PLAN SECTION AND DETAIL DESIGNATIONS CIVIL 69 220-5-151 STRUCTURAL TOP PLAN 21 005-C-100 OVERALL SITE PLAN 70 220-5-301 STRUCTURAL SECTION A 22 005-CE-100 EROSION AND SEDIMENT CONTROL COVER SHEET 71 220-5-302 STRUCTURAL SECTION B SECTION LETTER ON DRAWING WHERE SECTION 23 005-CE-101 EROSION AND SEDIMENT CONTOL PLAN 72 220-5-501 STRUCTURAL DETAILS DESIGNATION IS CALLED OUT 24 005-CE-501 EROSION AND SEDIMENT CONTROL DETAILS 73 220-M-141 MECHANICAL PLAN I A DRAWING NUMBER 25 005-D-101 DEMOLITION PLAN AREA 101 74 220-M-301 MECHANICAL SECTIONS AND DETAILS 220....._-M-301- WHERE SHOWN 26 005-D-102 DEMOLITION PLAN AREA 102 75 220-M-501 MECHANICAL DETAILS 27 005-D-501 DEMOLITION PRIMARY INFLUENT FLOW SPLIT STRUCTURE PLAN AND SECTIONS 76 220-E-141 ELECTRICAL PLAN SECTION SECTION(LETTER)OR CUT ON 28 005-0-502 DEMOLITION SEPTAGE RECEIVING STATION PLAN AND SECTION 77 220-E-401 ELECTRICAL HEADWORKS ELECTRICAL ROOM PLANS DRAWING WHERE SECTION DETAIL(NUMERAL) OR DETAIL AIL IS CALLED OUT: 29 005-CL-101 SITE PLAN AREA 101 DESIGNATION 30 005-CL-102 SITE PLAN AREA 102 PRIMARY SLUDGE PUMP STATION DRAWING NUMBER WHERE SHOWN 31 005-CL-501 SITE DETAILS 78 330 D-131 DEMOLITION PLAN AND SECTION Mr 220 501 ..----32 005-CL-502 SITE DETAILS 79 330-M-131 MECHANICAL LOWER LEVEL PLAN 33 005-CR-101 ROADWAY IMPROVEMENTS 85TH AVENUE 80 330-EP-131 ELECTRICAL LOWER LEVEL PROCESS PLAN DRAWING NUMBER (REPLACED WITH A LINE SECTION DETAIL 34 005-CR-102 ROADWAY IMPROVEMENTS 85TH AVENUE IF TAKEN AND SHOWN CALLOUT CALLOUT 35 005-CR-103 ROADWAY IMPROVEMENTS BIOFILTER ON SAME SHEET) 36 005-CR-501 ROADWAY IMPROVEMENTS DETAILS 81 350-A-141 ARCHITECTURAL PLANS 37 005-CG-102 GRADING AND DRAINAGE PLAN AREA 101 82 350-A- 1 ARCHITECTURAL ELEVATIONS AN D SECTION O SECTION TITLE O DETAIL TITLE 38 005-CG-102 GRADING AND DRAINAGE PLAN AREA 102 83 350-5-141 STRUCTURAL PLAN 39 005-CY-100 OVERALL YARD PIPING PLAN 84 350-5-301 STRUCTURAL SECTIONS SCALE ON DRAWING WHERE SECTION SCALE ON DRAWING WHERE DETAIL 40 005-CY-103 YARD PIPING PLAN AREA 103 85 350-5-401 STRUCTURAL ENLARGED PLANS 220-S-301- IS SHOWN. 715-M-14 IS SHOWN 41 005-CY-104 YARD PIPING PLAN AREA 104 86 350.5.501 STRUCTURAL DETAILS DRAWING NUMBER(S) DRAWING NUMBER(S) 42 005-CY-105 YARD PIPING PLAN AREA 105 87 350-M-141 MECHANICAL PLAN WHERE CALLED OUT WHERE CALLED OUT 43 005-CY-301 YARD PIPING PROFILE HES TO PC 1AND 3 88 350-M-301 MECHANICAL SECTIONS 44 005-CY-302 YARD PIPING PROFILE HES TO PC 2 AND 4 89 350-M-401 MECHANICAL ENLARGED PLAN 45 005-CY-303 YARD PIPING PROFILE FOUL AIR DUCT 90 350-M-501 MECHANICAL DETAILS 46 005-CY-401 PRIMARY INFLUENT FLOW SPLIT STRUCTURE PLAN AND SECTIONS 91 350-M-601 MECHANICAL AIR FLOW SCHEMATIC 47 005-CY-501 YARD PIPING DETAILS 92 350-EP-141 ELECTRICAL PLAN 48 0O5-CY-502 YARD PIPING DETAILS DESIGN DETAIL DESIGNATION 49 005-CY-503 YARD PIPING DETAILS CHEMICAL BUILDING - -- - -- 93 810-M-141 MECHANICAL PLAN a 94 810-M-501 MECHANICAL DETAILS DESIGN DETAIL m DESIGNATION GEZEIO ct 95 810-M-502 MECHANICAL DETAILS N (SHOWN IN DESIGN a 96 81O-EP-151 ELECTRICAL UPPER LEVEL PROCESS PLAN DETAIL DOCUMENT) ui 2 F ELECTRICAL NOTES: of 97 900-E-100 OVERALL SITE PLAN 1. ALL DESIGN DETAILS ARE TYPICAL AND MUST BE USED a 98 900-E-401 PRIMARY EFFLUENT PUMPING STATION ELECTRICAL ROOM PLAN EVEN IF DESIGN DETAIL DESIGNATION IS NOT SHOWN. 99 900-E-605 HEADWORKS 200MCC4101/4102 ONE-LINE DIAGRAM AND ELEVATION 100 900-E-606 HEADWORKS MCC-301 ONE-LINE DIAGRAM AND ELEVATION 2. THE TERM STANDARD DETAIL,OR A FORM OF IT,IS SYNONYMOUS 101 900-E-607 HEADWORKS MCC-302 ONE-LINE DIAGRAM AND ELEVATION WITH DESIGN DETAIL AND REFERS TO THE DESIGN DETAILS FOUND IN THIS SET OF CONTRACT DOCUMENTS. 102 900-E-608 PRIMARY EFFLUENT PUMPING STATION 08MCC99501/99502 ONE-LINE DIAGRAM 103 900-E-609 CHEMICAL BUILDING MCC 12001 AND 12011 ONE-LINE DIAGRAM "' 104 900-E-610 CHEMICAL BUILDING MCC 12002 AND 12012 ONE-LINE DIAGRAM 3. THE DESIGN DETAILS REPRESENT THE CHARACTER AND NATURE o OF THE WORK REQUIRED THROUGHOUT THE PROJECT.ALL ASSOCIATED m 105 900-E-611 PRIMARY EFFLUENT PUMPING STATION AND CHEMICAL BUILDING MCC ELEVATIONS WORK SHALL BE IN ACCORDANCE WITH THE DESIGN DETAILS SHOWN 106 900-E-615 CABLE BLOCK DIAGRAMS WHETHER THE DETAILS ARE SPECIFICALLY REFERENCED OR NOT w to a o C I- a. VS`�Q,.D PROfR,ss,4, E DAN OfiTE _� - CLEAN WATER SERVICES sNEErnne. GENERAL sNeET 2ov:.106 DWG 1 7.I4 O KLA DATE: DURHAM AWWTF Digital OREGON 0 DSN KLA Dwc► 001-6-002 THIS BAR IS • r DATE JANUARY 2015 oaecoR,�4‘-' U CAD FILE/. ONE INCH WHEN CleanWa6er Services `/H2MHILL PHASE 5B2- PRIMARY INDEX TO DRAWINGS �C,. 001-G-002 ``+A, H\�oT. cnK. JEK 001-c-002{9517Bapn DRAWING IS • - -- Our commitment it elan TREATMENT AND HYDRAULIC C APPD. SCALE FULL SCALE. - - IMPROVEMENTS PROJECT AND GENERAL LEGEND 5-49, c0 LEC AS NOTED REV s DATE 9Y APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 I EXP. 12-31-15 1 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 ID INDUCED DRAFT,INSIDE DIAMETER DI DUCTILE IRON FOG FATS,OILS AND GREASE AC ACOUSTICAL,ACOUSTICAL CEILING CFS CUBIC FEET PER SECOND DIA DIAMETER FOT FLAT ON TOP IE INVERT ELEVATION AC ALTERNATING CURRENT I.F. INSIDE FACE DIAG DIAGONAL FP FIELD PANEL AC ASPHALTIC CONCRETE CHEM CHEMICAL DIP DUCTILE IRON PIPE FPM FEET PER MINUTE IG INSULATING,INSULATING GLASS ACFL ACCESS FLOORING CHKD CHECKERED DIR DIRECTION FR FORWARD REVERSE IN INCH ACI AMERICAN CONCRETE INSTITUTE CI CAST IRON DISCH DISCHARGE FRP FIBERGLASS REINFORCED PLASTIC INCAND INCANDESCENT ACMU ACOUSTICAL CONCRETE MASONRY CIP CAST IRON PIPE,CAST IN PLACE DN DOWN FSHS FOLDING SHOWER SEAT INFL INFLUENT UNIT,ACOUSTICAL CMU CIP CULVERT INLET PROTECTION FT FOOT OR FEET INJS INJECTIONS ACP ACOUSTICAL PANELS DO DISSOLVED OXYGEN INST INSTANTANEOUS CISP CAST IRON SOIL PIPE DOL DIRECT-ON-LINE FTG FOOTING ACST ACOUSTICAL CJ CONSTRUCTION JOINT FU FIXTURE UNIT INSTM INSTRUMENT,INSTRUMENTATION ACT ACOUSTICAL TILE CKT CIRCUIT DP,DPNL DISTRIBUTION PANEL INSUL INSULATION FVNR FULL VOLTAGE NON-REVERSING AD AREA DRAIN CL CENTERLINE DR DOOR INVT INVERT DS DOWNSPOUT FVR FULL VOLTAGE REVERSING ADDL ADDITIONAL CLDI CEMENT LINED DUCTILE IRON FWD FORWARD IP INLET PROTECTION,INSTRUMENTATION PANEL ADJ ADJACENT CLG CEILING DWG DRAWING IRRIG IRRIGATION ADW DRY WEATHER AVERAGE CLR CLEAR,CLEARANCE OWL DOWEL ITG INSULATED TEMPERED GLASS AFD ADJUSTABLE FREQUENCY DRIVE CLSF CONTROLLED LOW-STRENGTH FILL A DELTA ITX ISOLATION TRANSFORMER AFF ABOVE FINISHED FLOOR CLSM CONTROLLED LOW-STRENGTH MATERIAL G,GND GROUND IU INTAKE UNIT AFG ABOVE FINISHED GRADE GAL GALLON IW IRRIGATION WELL AG ACOUSTICAL,ACOUSTICAL GLASS CMP CENTRAL MONITORING PANEL GALV GALVANIZED AGGR AGGREGATE CMP CORRUGATED METAL PIPE E EAST,EMPTY 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 Al ADJUSTABLE EE EMERGENCY EYEWASH MASONRY UNITS AL ALUMINUM EF EACH FACE,EXHAUST FAN GFA GROOVED FLANGE ADAPTER ALKY ALKALINITY EFF EFFICIENCY,EFFICIENT GFI GROUND FAULT INTERRUPTER J JALOUSIE COL COLUMN,COLOR JA JAL-AWNING ALTN ALTERNATE EFL EFFLUENT GFR GROUND FAULT RELAY CONC CONCRETE JB JUNCTION BOX AM AUTO-MANUAL EIFS EXTERIOR INSULATION AND FINISH SYSTEM GH GREENHOUSE COND CONDENSATE JAN JANITOR AMRD ACOUSTICAL METAL ROOF DECKING CONDTN CONDITIONED EL ELEVATION GL GLASS JCT JUNCTION ANDZ ANODIZE CONN CONNECTION ELB ELBOW JT JOINT CONSTR CONSTRUCTION ELC ELECTRICAL LOAD CENTER GPD GALLONS PER DAY APPROX APPROXIMATE ELEC ELECTRIC.ELECTRICAL GPH GALLONS PER HOUR CONT CONTINUED,CONTINUOUS,CONTINUATION APVD APPROVED CONTR CONTRACTOR ENGR ENGINEER GPM GALLONS PER MINUTE ARCH ARCHITECTURAL EOP EDGE OF PAVEMENT GPS GLOBAL POSITION SYSTEM COORD COORDINATE GRTG GRATING AR ANALOG RELAY ESC EROSION AND SEDIMENT CONTROL AS AS SELECTED COP COPPER EP EXPLOSION PROOF, EDGE OF PAVING CP CENTER PIVOT GSB GYPSUM SOFFIT BOARD ATS AUTOMATIC TRANSFER SWITCH EQL EQUAL CP-X CONTROL PANEL NO.X GSP GALVANIZED STEEL PIPE AUTO AUTOMATIC EQL SP EQUALLY SPACED CPLG COUPLING K KEY GROUP,KEY INTERLOCK AUX AUXILIARY EQPT EQUIPMENT GV GATE VALVE CPRSR COMPRESSOR GVL GRAVEL KIP THOUSAND POUNDS AVG AVERAGE CPT CONTROL POWER TRANFORMER,CARPET ESC EROSION AND SEDIMENT CONTROL KIT KITCHEN AWW WET WEATHER AVERAGE CPVC CHLORINATED PVC ETM ELAPSED TIME METER GWB GYPSUM WALLBOARD K-PL KICKPLATE @ AT CR CONTROL RELAY EVC END OF VERTICAL CURVE GYP GYPSUM KSK KITCHEN SINK CRS COLD ROLLED STEEL EW EACH WAY KV KILOVOLTS 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 KVV 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 BG BROWN GREASE CTRD CENTERED EXT EXTERIOR HC HOLLOW CORE WOOD HCL HYDROCHLORIC ACID BL BASELINE CTSK COUNTERSUNK HDNR HARDENER BFP BACKFLOW PREVENTER CU CUBIC HDNS HARDNESS BLDG BUILDING CU FT CUBIC FOOT °F DEGREE FAHRENHEIT HDR HEADER BLK BLOCK CU IN CUBIC INCH FA FOUL AIR FB FLAT BAR HDW HARDWARE BM BEAM,BENCHMARK CUH COPPER TUBING,HARD DRAWN HGL HYDRAULIC GRADE LINE F,FU FUSE BO BOTTOM OF CV CHECK VALVE F,FX FIXED HK HOOK B.O.B. BOTTOM OF BEAM CWR CABINET DOOR MOUNTED WASTE RECEPTACLE FAP FIRE ALARM PANEL HGT HEIGHT FC FLEXIBLE CONDUIT BOO BOTTOM OF DUCT CY,CU YD CUBIC YARD H HAND HOLE BOP BOTTOM OF PIPE FCA FLANGED COUPLING ADAPTER HI D HIGH INTENSITY DISCHARGE BOT BOTTOM CWS CLEAN WATER SERVICES FCL2 FREE CHLORINE RESIDUAL HK HOOK FCC) FLOOR CLEANOUT r, BRG BEARING HM HOLLOW METAL n BRK BRICK D DEEP,DRAIN FCTY FACTORY HOA HAND-OFF-AUTO o d PENNY NAIL SIZE FD FLOOR DRAIN BRKR BREAKER HOR HAND-OFF-REMOTE BSP BLACK STEEL PIPE DA DUAL ACTION FDN FOUNDATION di HORIZ HORIZONTAL DAS DATA ACQUISTION SYSTEM FDR FEEDER HP HORSEPOWER F BV BALL VALVE,BLOCK VENT HPT HIGH POINT 1- FEXT FIRE EXTINGUISHER o BVC BEGINNING OF VERTICAL CURVE DBA DEFORMED BAR ANCHOR FF FINISHED FLOOR HPU HYDRAULIC POWER UNIT a BW BOTTOM OF WALL DBL DOUBLE FG FINISH GRADE,FLOAT GLASS HR HOSE RACK,HANDRAIL NOTES: DC DIRECT CURRENT FH FLAT HEAD C CONDUIT,CASEMENT 1. THIS IS A STANDARD SHEET,THEREFORE FHY FIRE HYDRANT °C DEGREE CELSIUS HV HOSE VALVE SOME ABBREVIATIONS MAY APPEAR ON THIS C TO C CENTER TO CENTER DEG DEGREE FIG FIGURE HVAC HEATING,VENTILATING AND SHEET AND NOT BE USED ON THE PROJECT. CAB CABINET DET DETAIL FL FLOW LINE AIR CONDITIONING DF DOUGLAS FIR,DRINKING FOUNTAIN FLG FLANGE HWL HIGH WATER LEVEL 2. CONTACT ENGINEER FOR ABBREVIATIONS USED CB CATCH BASIN,CIRCUIT BREAKER CC CENTER OF CIRCLE FL FLOOR BUT NOT SHOWN ON THIS DRAWING. S FLEX FLEXIBLE m CC CONTROL CABLE 3 FOR ADDITIONAL ABBREVIATIONS,SEE THE FOLLOWING DRAWINGS: CCP CENTRAL CONTROL PANEL FLH FLAT HEAD INSTRUMENTATION AND CONTROL 001-G-006 AND 001-G-007 ELECTRICAL 001-G-019 w 0 4. FOR PROCESS DESIGN SUMMARY SEE 001-G-017. C a vS��ND PROeRsso j o °R"- KLA oa E CLEAN WATER SERVICES SHEET TITLE GENERAL SHEET. 30F106 DWG k 15,146 U Digital Signature 0 GS" KLA OWG' 001-0-003 THIS BAR IS DURHAM AWWTF PLOT OREGON �I C H 2 M H I LL DATE JANUARY 2015 U CAD FILE* ONE INCH WHEN • CleanWaber Services PHASE 5B2- PRIMARY �� - 001-G-003 (J-,,,,,�?`` CUE JEK 001.6-GG3AGS37G.egn DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC ABBREVIATIONS e C.CH' ""° LEC SCALE AS NOTED FULL SCALE. REV DATE SY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT 6491 [EXP. 12-31-151 U 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 NIC 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 LOUVERJDAMPER 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 T.O.P. TOP OF PARAPET LF LINEAR FEET NTS NOT TO SCALE PRI PRIMARY SD STORM DRAIN 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 02 OXYGEN PROP PROPERTY SDWK SIDEWALK TP TURNING POINT LHR LEFT HAND REVERSE 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 TWP TRANSLUCENT WALL PANEL LTX LIGHTING TRANSFORMER OOA ON-OFF-AUTO PVMT PAVEMENT SOI SPRAY-ON INSULATION TX TRANSFORMER 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 MAIL MATERIAL OPNG OPENING QAA AVERAGE FLOW SPD SUMP PUMP DISCHARGE UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE MAX MAXIMUM OPP OPPOSITE QMM MAXIMUM 30 DAY FLOW SPG SPACING USB UNIT SUBSTATION POWER SUPPLY MB MACHINE BOLT OSA OUTSIDE AIR QPI PEAK INSTANTANEOUS FLOW SPLY SUPPLY UVR UNDER VOLTAGE RELAY MC MASONRY CLEARANCE OSC OPEN-STOP-CLOSE app 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 PC POINT OF CURVE,PHOTOCELL RDW REDWOOD STRL STRUCTUAL VINT,VT VINYL TILE MLO MAIN LUGS ONLY 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 WET WEATHER MAXIMUM MONTH REFR REFRIGERATE,REFRIGERANT SV SOLENOID VALVE VPI POINT OF VERTICAL INTERSECTION PCV PRESSURE CONTROL VALVE SVIN SHEET VINYL v t POINT OF VERTICAL TANGENT MO MANUAL OPERABLE,MASONRY OPENING P MP METAL PANEL PE PLAIN END REINF REINFORCED,REINFORCING,REINFORCE SWBD SWITCHBOARD MPU MULTIPURPOSE UNIT PED PEDESTAL,PEDESTRIAN READ REQUIRED SWGR SWITCHGEAR VS VERTICAL SLIDE RESIL RESILIENT VTR VENT THRU ROOF PEP POLYETHYLENE PIPE SYMM SYMMETRICAL MS MANUFACTURER'S STANDARD RFS ROLL-UP FIRE SHUTTER VWC VINYL WALL COVERING MSC MANUFACTURER SUPPLIED CABLE PEN. PENETRATION PFC POUNDS PER CUBIC FOOT RG REFLECTIVE W WEST T THERMOSTAT,TREAD W/ WITH MSR GROUPED MOTOR CONTROL RH RIGHT HAND MT MOUNT PH PENTHOUSE T&B TOP AND BOTTOM WEASTRIP WEATHERSTRIP MTD MOUNTED pH HYDROGEN ION CONCENTRATION RH RODHOLE RHR RIGHT HAND REVERSE T&G TONGUE AND GROOVE WG WIRE,WIRE GLASS MTG MOUNTING PH PHASE RL RAIN LEADER TA TRANSFER AIR WH WATTHOUR METER < PI POINT OF INTERSECTION < TAN TANGENT WI-ID WATTHOUR DEMAND METER "' PIT PILOT TUBE TEST STATION RLS RUBBER LINED STEEL °' MTS MANUAL TRANSFER SWITCH RM ROOM TB TERMINAL BOARD WP WATERPROOF,WEATHERPROOF,WORKPOINT o PJF PREMOULDED JOINT FILLER TBG TUBING WR WASTE RECEPTACLE MTS MILL TYPE STEEL PIPE RO ROUGH OPENING PL PLATE(STEEL) TC TIME TO CLOSE WRB WATER RESISTANT GWB iU MU MULCHING ROL RAISE-OFF-LOWER f PL PROPERTY LINE TC TOP OF CURB WS WATER SURFACE,WATERSTOP,WELDED STEEL I_ MV MERCURY VAPOR RPM REVOLUTIONS PER MINUTE o MWS MAXIMUM WATER SURFACE PLAM PLASTIC LAMINATE TC TURBIDITY CURTAIN WWF WELDED WIRE FABRIC RR RIPRAP PLAS PLASTER,PLASTIC TCAD TIME CLOSE AFTER DE-ENERGIATION yN/pH WET WEATHER PEAK HOUR a 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 NC NORMALLY CLOSED RT RIGHT TECH TECHNICAL NEUT NEUTRAL RTN RETURN TEL TELEPHONE NA NON-AUTOMATIC RTO REGENERATIVE THERMAL OXIDIZER TEMP TEMPORARY,TEMPERATURE RUB RUBBER TF TOP FACE RUBC RUBBER CUSHIONED FLOORING TFG TEMPERED FLOAT GLASS E, RUBS RUBBER ESD CONTROL FLOORING TG TEMPERED R/W RIGHT OF WAY TH TOP-HINGED Iii THD THREAD to 0 THK THICKNESS C o N THRU THROUGH EpPROf a TJB TERMINAL JUNCTION BOX S�k� fss4 DRN. KLA DA F: SHEET TITLE: SHEET OF DWG 44 Digital 5Signa tune 0 ORIG CLEAN WATER SERVICES GENERAL 4 106 OSN. KLA DwGe. 001-G-004 THIS BAR IS CH 2M H I LL DURHAM AWWTF PLOT OREGON DATE:JANUARY 2015 q� �, U CAD FILE ONE INCH WHEN C1eanWaber Services PHASE 5B2- PRIMARY PLC 001-G-004 `)� OSER1 o.4 cHlc. JEK 001-G-GG+-.a53/9.�, DRAWING IS Our commitment I.clear TREATMENT AND HYDRAULIC ABBREVIATIONS Fc cH�� C' LEC SCALE AS NOTED FULL SCALE. REV« DATE 9Y APVR DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon97123-93/9 IMPROVEMENTS PROJECT PRJb 6491 [-EXP. 12-31-151 �j 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 CONTRACT ADDITIONAL MAPPING HAS BEEN ADDED FROM AS-BUILT DATA FROM CLEAN WATER SERVICES. NOMINAL PIPE DIAMETER EXISTING CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY x 157.7 0 158.5 SPOT ELEVATION EXISTING CONDITIONS AND ADJUST WORK PLAN ACCORDINGLY PRIOR TO BEGINNING CONSTRUCTION. PIPE USE IDENTIFICATION �`'/58-.--' ��7SS�J CONTOUR LINE 8"PE /'8"PE�� 2. EXISTING TOPOGRAPHY,STRUCTURES,AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. �� J f 0 ( PIPING<30"DIAMETER NEW FINISH GRADE,STRUCTURES,AND SITE FEATURES ARE SHOWN HEAVY-LINED. ........ ...... ----•-•-• . •.. -- - - -- - . - DRAINAGEWAY OR DITCH __. _______H s-- — —H PIPING?30"DIAMETER 3. HORIZONTAL DATUM: OREGON STATE PLANE,NAD 83,SEE DWG 005-C-100 FOR BENCHMARKS. 4. VERTICAL DATUM: NGVD 29. IS m OR O CATCH BASIN OR INLET ...;.+.;.......�..... EXISTING PIPE TO BE ABANDONED 5. MAINTAIN,RELOCATE,OR REPLACE EXISTING SURVEY MONUMENTS,CONTROL POINTS,AND STAKES WHICH ARE ++ OR i SIGN M8860 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 4 ---04 — GATE VALVE AND VALVE BOX 7. COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE OF CURB OR ° • POST OR GUARD POST —I'st,F-- —I 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 I — 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. + UTILITY POLE ,O ,O CLEANOUT 10. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN. i'L 3 LIGHT POLE 4 ♦ FIRE HYDRANT 11. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN. 12. ALL DISTURBED AREAS NOT RECEIVING A HARD SURFACE SHALL RECEIVE 12"TOPSOIL AND 2"COMPOST AND °BM BENCH MARK BE GRADED TO FINISH GRADE. A SURVEY CONTROL POINT OR 13. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING POINT OF INTERSECTION CONSTRUCTION. O 0�r�., 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. SHALL FIELD VERIFY DEPTH AND LOCATION PRIOR TO EXCAVATION. >ppQQpQp( OR ,+h,+ox. OR XJC DEMOLITION PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. /-� �rSS�,,; 2. EXISTING PIPING AND EQUIPMENT ARE SHOWN SCREENED AND/OR LIGHT-LINED. OR 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. ! ,1/2,77----------.7 ///// ///// I ////� 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). f` .€ _ _ CONCRETE PAVEMENT 6. FOR SURFACE RESTORATION,SEE (2320). +------------ ----= J-- - -1 ///// ///// CURB 7. MINIMUM ALLOWABLE CLEARANCE BETWEEN PIPES AT CROSSINGS SHALL BE 3". f .......... ._.. ' CONTROLLED LOW STRENGTH MATERIAL SUPPORT IS REQUIRED AS SHOWN ON 2" <`,' CURB AND GUTTER ®. L.._ .............71//7......—_......, /1/7/ B. PROTECT IRRIGATION MAIN LINES,VALVE COVERS,AND LATERAL LINES NOT DESIGNATED FOR REMOVAL. -- -x X—k.,,,--x SINGLE SWING GATE REPLACE AND/OR REPAIR ALL DISTURBED IRRIGATION MAIN LINES AND 14 GA WIRES.STUB UP OR STAKE ALL BROKEN LATERAL LINES FOR OWNER TO REPAIR AFTER CONSTRUCTION.SALVAGE ALL SPRINKLER x------,,v-X------- DOUBLE SWING GATE HEADS AND OTHER IRRIGATION MATERIALS AS DIRECTED BY OWNER. x��" 9. FOR PIPE SCHEDULE,SEE 001-G-016. x--- x- SLIDING GATE x-- x o • CHAIN LINK FENCE FENCE WITH MOW STRIP IRRIGATION AND LANDSCAPING NOTES: MOW STRIP 1. CAP AND MARK WITH STAKES THE LOCATION OF ALL EXST LATERAL LINES DISTURBED FOR CONSTRUCTION. - - WORK LIMITS 2. FIX ANY BROKEN MAIN LINES,CONTROL VALVES,AND CONTROL VALVE WIRES. a 0 3. ALL NEW IRRIGATION SLEEVES TO BE 2-4 SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. Fl us 4. PROTECT EXISTING TREES TO REMAIN. CO 2 I- 0 0 J o_ cn E, GENERAL NOTE: 1. THIS IS A STANDARD LEGEND SHEET. E, THEREFORE,NOT ALL OF THE INFORMATION N Li SHOWN MAY BE USED ON THIS PROJECT. Q o __ _ C o �p CD E E J � ,N ✓/ D_ wpa E k aye 0 WIVE ORN ORIG SHEET TITLE SHEET' OF DWG M. O PAL onrE: Digital Signature 0 CLEAN SERVICES GENERAL 5 106 DSN JAB DWG a: 001-0-005 THIS BAR IS DURHAM AVWVTF w JANUARY 2015 OREGON CHK. CAD FILE e ONE INCH WHEN CIP,aI1W�I Se.TV1CeS L/■ ■2M H I LL PHASE 5B2-PRIMARY CIVIL LEGEND aD», OO1-G-005 9tiF�'"'I1'pL,e,O'� (2 DJP 001-G-005-495379.epn DRAWING IS Our commitment is clear E ANN TREATMENT AND HYDRAULIC c wPD SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro IMPROVEMENTS PROJECT - U LEC AS NOTED_ REAR DATE RV APAR Hwy. Hillsboro,Oregon 97123-9379 PR.I♦ 6491 I EXP. 12-31-151 • INSTRUMENT IDENTIFICATION LINE LEGEND ABBREVIATIONS & LETTER SYMBOLS EXAMPLE SYMBOLS INSTRUMENT IDENTIFICATION LETTERS TABLE AC ALTERNATING CURRENT PROCESS(CLOSED CONDUIT, BUILDING OR AM AUTO-MANUAL DASHED LINE INDICATES BRG BEARING FIRST-LETTER SUCCEEDING-LETTERS ALTERNATE FLOW STREAM) FACILITY BOUNDARY CAM COMPUTER-AUTO-MANUAL FIRST LETTER(S) PACKAGE SYSTEM S) PROCESS OR READOUT OR I CCS CENTRAL CONTROL SYSTEM LETTER INITIATING VARIABLE MODIFIER PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER —.` }PROCESS OPEN CHANNEL) EQUIPMENT SUCCEEDING LETTER(S) PROCESS(OPEN CL2etc. CHLORINE(TYPICAL:USE STANDARD CHEMICAL ELEMENT ABBREVIATION) A ANALYSIS(+) ALARM CM COMPUTER-MANUAL CLARIFYING ABBREVIATIONS B BURNER,COMBUSTION USER'S CHOICE (•) USERS CHOICE (•) USER'S CHOICE(•) ANALOG SIGNAL COD CHEMICAL OXYGEN DEMAND C USER'S CHOICE PARALLELING LINES (') CONTROL (4 TO 20 mAdc,ETC.) } 4 CP-X CONTROL PANEL NO X �A.BB D DENSITY(S.G) DIFFERENTIAL µ_ DC DIRECT CURRENT �71� E VOLTAGE PRIMARY ELEMENT,SENSOR DISCRETE SIGNAL (2) 3(2) DCS DISTRIBUTED CONTROL SYSTEM XXYYSN. F FLOW RATE RATIO (ON/OFF,ETC.) — - DCU DISTRIBUTED CONTROL UNIT (FRACTION) (q) (B) DO DISSOLVED OXYGEN G USER'S CHOICE(•) GLASS,GAUGE GATE ,r ,s• PNEUMATIC SIGNAL (A) TOTAL OF 2 SIGNALS FCL 2 FREE CHLORINE RESIDUAL SET LETTER(USED WHEN THERE VIEWING DEVICE FOS FAST-OFF-SLOW ARE MULTIPLE DEVICES WITH H HAND(MANUAL) HIGH (B) 3 TYPICAL SETS OF FOSA FAST-OFF-SLOW-AUTO THE SAME UNIT NUMBER) I CURRENT(ELECTRICAL) INDICATE -- X X X FILLED SYSTEM SIGNAL 2 SIGNALS EACH FOSR FAST-OFF-SLOW-REMOTE TOTAL OF 6 SIGNALS. FP-W-X FIELD PANEL NO.WX UNIT PROCESS NUMBER X=PANEL NUMBER UNIT NUMBER J POWER SCAN = NUMBER) K TIME,TIME SCHEDULE TIME RATE CONTROL STATION L L L HYDRAULIC SYSTEM SIGNAL 4 T 7 FR FORWARD-REVERSE OF CHANGE y s - r CONNECTING LINES HOR HAND-OFF-REMOTE HOA HAND-OFF-AUTO L LEVEL LIGHT(PILOT) LOW --o---o- DATA LINK # !SR INTRINSICALLY SAFE RELAY PROCESS ID NUMBER - ----- - M MOTION MOMENTARY MIDDLE, INTERMEDIATE LEL LOWER EXPLOSIVE LIMIT N TORQUE USER'S CHOICE (•) USER'S CHOICE (•) USER'S CHOICE(') LORR LOCAL-OFF/RESET-REMOTE 0 USER'S CHOICE (•) ORIFICE,RESTRICTION _ _ — LR LOCAL-REMOTE P PRESSURE,VACUUM POINT(TEST) LINES ONNECTING MA MANUAL-AUTO DIGITAL SYSTEM INTERFACES CONNECTION MC MODULATE-CLOSE 0 QUANTITY INTEGRATE, MCC-X MOTOR CONTROL CENTER NO.X A ANALOG INPUT WHERE X= TOTALIZE MSC MANUFACTURER SUPPLIED CABLE A = ALARM R RADIATION RECORD OR PRINT INTERFACE SYMBOLS OC OPEN-CLOSE(D) ✓ ANALOG OUTPUT H = MAINTAINED S SPEED,FREQUENCY SAFETY SWITCH OCR OPEN-CLOSE-REMOTE Ax DISCRETE INPUT M = MOMENTARY T TEMPERATURE TRANSMIT OCA LOSE-AUTO ON OFF S = STATUS U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V x DISCRETE OUTPUT V V BRATION,MECHANICAL VALVE,DAMPER, OOA ON-OFF-AUTO O ANALYSIS LOUVER f S i--- D > ORP OXIDATION R 0 0 REDUCTION POTENTIAL GENERAL INSTRUMENT W WEIGHT,FORCE WELL OSC OPEN-STOP-CLOSE X UNCLASSIFIED(+) X AXIS UNCLASSIFIED(+) UNCLASSIFIED(+) UNCLASSIFIED(+) pH HYDROGEN ION CONCENTRATION OR FUNCTIONAL SYMBOLS Y EVENT,STATE OR YAXIS RELAY,COMPUTE, =PROCESS INTERFACE PLC PROGRAMMABLE LOGIC CONTROLLER PRESENCE CONVERT RIO REMOTE I/O UNIT O Z POSITION Z AXIS DRIVE,ACTUATOR, =SIGNAL INTERFACE RM-X REMOTE MULTIPLEXING MODULE NO.X FIELD MOUNTED UNCLASSIFIED FINAL CONTROL ELEMENT RTU-X REMOTE TELEMETRY UNIT NO.X SF SLOWER-FASTER TABLE BASED ON THE INSTRUMENTATION,SYSTEMS,AND AUTOMATION SOCIETY(ISA)STANDARD. A =INTERFACE NO. SS START-STOP (+) WHEN USED,EXPLANATION IS SHOWN ADJACENT TO INSTRUMENT SYMBOL.SEE ABBREVIATIONS AND LETTER SYMBOLS. SSC SUPERVISORY SET POINT CONTROL 0 REAR-OF-PANEL MOUNTED ( ) D =DESTINATION DRAWING NO. TCL2 TOTAL CHLORINE RESIDUAL (OPERATOR INACCESSIBLE) (•) WHEN USED,DEFINE THE MEANING HERE FOR THE PROJECT TOC TOTAL ORGANIC CARBON S =SOURCE DRAWING NO TOD TOTAL OXYGEN DEMAND 9 PANEL MOUNTED TURB TURBIDITY (OPERATOR ACCESSIBLE) SPECIAL CASES VHC VOLATILE HYDROCARBONS VIB VIBRATION A DIFFERENCE MCC MOUNTED \�00 "�J PROCESS OR SIGNAL LINE o- X SUM ON AND OFF EVENT LIGHTS X MULTIPLY CONTINUATION N=1,2,3,ETC DIVIDE / \ 1(x) CHARACTERIZED COMPUTER FUNCTION OO X RAISE TO THE Nth POWER ON-OFF HAND SWITCH.MAINTAINED CONTACT SWITCH ,r' SQUARE ROOT (CONTROLLED DEVICE WILL RESTART ON RETURN OF INTERFACE TO OR FROM AVG AVERAGE POWER AFTER POWER FAILURE). PROCESS EXTERNAL TO �� FNPROJECT 1:1 REPEAT OR BOOST PLC FUNCTION OSS > SELECT HIGHEST SIGNAL STOP-START HAND SWITCH MOMENTARY CONTACT SWITCHES < SELECT LOWEST SIGNAL i " (CONTROLLED DEVICE WILL NOT RESTART ON RETURN N OF POWER AFTER POWER FAILURE). ) BIAS , cR % GAIN OR ATTENUATE g SHARED DISPLAY i i I SHARED CONTROL w o TRANSDUCERS SELF CONTAINED VALVE & GENERAL NOTES a A ANALOG I CURRENT EQUIPMENT TAG NUMBERS 1. COMPONENTS AND PANELS SHOWN WITH A SINGLE ASTERISK(*)ARE TO BE PROVIDED AS PART OF A PACKAGE SYSTEM. D DIGITAL P PNEUMATIC WWW =FACILITY NUMBER 2. COMPONENTS AND PANELS SHOWN WITH A DOUBLE ASTERISK(**)ARE E VOLTAGE PF PULSE FREQUENCY TO BE PROVIDED UNDER DIVISION 16,ELECTRICAL. I WWWDODXXYY HN DDD: CWS EQUIPMENT ABBREVIATION 3. THIS ISA STANDARD LEGEND. THEREFORE,NOT ALL OF THIS INFORMATION F FREQUENCY PD PULSE DURATION ARV =AIR RELEASE VALVE MAY BE USED ON THIS PROJECT. o H HYDRAULIC R RESISTANCE G =GATE Z P =PUMP O EXAMPLE: C =TANK ETC. lip CURRENT TO PNEUMATIC In TRANSDUCER(BACK OF XX =PROCESS ID NUMBER I- PANEL,IN A FLOW LOOP) YY =UNIT NUMBER Q 0 W,�c(ED P 'V r E a c.. *, '.1..t y D DA''' °FUG CLEAN WATER SERVICES SHEET TITLE GENERAL SHEET. 6°F106 °wG# �DigitalSignature Q PMH DATE DURHAM AWWTF PLOT Ds". JAN Dw°a. 001-G-006 THIS BAR IS C _ Y INSTRUMENTATION DATe.JANUARY 2015 .-,,,,4:14)-1e,oa° cr v CAD FILER ONE INCH WHEN C1eanWaber Services C/■ ■2MH I LL PHASE 5B2-PRIMARY AND CONTROL — 001-G-006 "'q/.0 x��`° `HK JDK 001-G-006_4953/9 Op DRAWING IS Oar commitment it clear TREATMENT AND HYDRAULIC E`c# c APPD. SCALE: FULL SCALE. DESCRIPTION 2550 SW HillsboroHvry. Hillsboro, IMPROVEMENTS PROJECT LEGEND SHEET 1 - - LEC AS NOTED REV* DATE By APVR _ PRJ#: 6491 I EXP.6 30-15 0 VALVE SYMBOLS MISCELLANEOUS SYMBOLS PUMP AND COMPRESSOR SYMBOLS —0o— GATE PRESSURE RELIEF NOTE: XX:AS ADJUSTABLE SPEED K DIAPHRAGM SEAL 120V—..'A 120 VOLT.60 HZ POWER CS-1 CONSTANT SPEED(SINGLE SPEED) —{Jo- KNIFE GATE 4 AIR AND/OR VACUUM RELEASE CS-2 CONSTANT SPEED(TWO SPEED) H 4,I— BUTTERFLY 460V� 480 VOLT,60 HZ POWER CENTRIFUGAL PUMP i[ /-}-� PROGRESSIVE SUBMERSIBLE --REGULATED SIDE Ii -f BLIND FLANGE (DRY PIT) XX CAVITY PUMP SUMP PUMP - GLOBE PRESSURE CONTROL T V Q MULTI-PORT VALVES Y —� BALL ANNULAR DIAPHRAGM SEAL VACUUM PUMP CENTRIFUGAL WET PIT COMPRESSOR - - VEE-BALL (GATE VALVE SHOWN.FOR OTHER AIR GAP PUMP OR TURBINE PUMP (CENTRIFUGAL) VALVE TYPES,APPROPRIATE V VENT TO ATMOSPHERE �-1 �� 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) (PISTON) —F71— DIAPHRAGM 11 ANGLE GATE AERATOR RUPTURE DISK(VACUUM) Etn rt► XX DIAPHRAGM PUMP (..V BLOWER OR FAN `~�-- PINCH o TELESCOPE PIG INSERT POINT (CENTRIFUGAL) �"7 SCREW PUMP IV C PLUG �� NEEDLE o- SAMPLE p : GEAR PUMP SP OR ACEMEN XX (POSITIVE DISPLACEMENT) �'.}- SWING CHECK RECEPTACLE J OR K] PIG CATCH POINT EJECTOR MUD I f► PISTON PUMP —}O H BALL CHECK CA PRESSURE REGULATING(CLAY-TYPE) O SELF CONTAINED XX (�■N BACKFLOW PREVENTER �_ } AIR SUPPLY Ca MIXER -IOH ROTARY SD COMPOSITE SAMPLER O ELECTRIC MOTOR BALANCING VALVE D (DIPPER TYPE) ® COMPOSITE SAMPLER (SUCTION TYPE) TV TV MONITOR GATE SYMBOLS © TV CAMERA Ate�(( FAND -Cif LOGIC ELEMENT: CD SLUICE E ] FABRICATED SLIDE [ ] STOP LOG F IF A AND NOT B THEN C O BUTTERFLY FLAP f f-•. C LOGIC ELEMENT: FLOW STREAM IDENTIFICATION FOR INTERLOCK.SEE OR - IF A OR B THEN C CONTROL DIAGRAMS ACTUATOR SYMBOLS 0 -14 AL ALUM ARD ACID RESISTANT DRAIN p xx PNEUMATIC DIAPHRAM QQ CEPT CEPT MIXING SPRING-OPPOSED,SINGLE OR VALVE POSITIONER 11 O FLUSHING CONNECTION CORD CONDENSATE DRAIN DOUBLE ACTING CS CHLORINE SOLUTION CW CITY WATER 8 xx PNEUMATIC CYLINDER D DRAIN(PROCESS) T MANUAL © PURGE SET FA FOUL AIR SINGLE OR DOUBLE ACTING X:W =WATER HOSE ADAPTOR HPA HIGH PRESSURE AIR ACTUATED BY ONE INPUT A =AIR HPNG HIGH PRESSURE NATURAL GAS Q IRR IRRIGATION O ELECTROHYDRAULIC O S - of SEAL WATER SET SEE LPA LOW PRESSURE AIR ELECTRIC MOTOR NG NATURAL GAS J C®7 I I �X71 � NPW NON-POTABLE WATER PRIMARY e XX AIR SET l-SIGHT GLASS PE PRIMARY INFLUENT DIAPHRAGM,DIFFERENTIAL XX=SUPPLY PRESSURE T XX PRESSURE IN PSIG. POL POLYMER 'jI' SOLENOID PW POTABLE WATER FFLCPLLLX RD ROOF DRAIN t'" n PANEL CONTINUED SAN SANITARY SEWER NOTE: 565 SODIUM BISULFITE XX ON LOSS OF PRIMARY POWER(PNEUMATIC,ELECTRICAL FILTER/ ��ON SAME OR OTHER SD STORM DRAIN () 1 DRAWING XXN VENT `I( OR HYDRAULIC) REGULATOR/ HYDRAULIC XX: FO=FAIL OPEN GAUGE SET PANEL OUTLINE FC=FAIL CLOSED FLP=FAIL TO LAST POSITION PANEL NAME 7 FLEXIBLE CONNECTOR PRIMARY ELEMENT SYMBOLS PULSATION DAMPENER [L . .. )1 SKIMMING MECHANISM �-/ PARSHALL FLUME DE �� f� ULTRASONIC DENSITY METER Ci en H"- - FLOWMETER �/ FILTER ��/YA�. SCREW iAi WEIR H ELECTROMAGNETIC �XX� GENERIC FLOWMETER T DRIP TRAP ® SCREW CONVEYOR OJ —H—s. ORFICE PLATE PE TURBROP INE METELLER OR R LE LEVEL(ULTRASONIC) FLAME TRAP -ate► FLOW TUBE 0 d 0 INLINE SILENCER —411H THERMAL FLOWMETER I--■ PITOT-STATIC I�I STRAINER -PIPE CAP 3 1 FI ROTAMETER (1"--\\I" LEVEL(RADAR) �^ c -i{D H VORTEX METER L 0 HORN/STROBE CALIBRATION COLUMN _ T o �/ LEVEL(SUBMERSIBLE L LEVEL(FLOAT) ¢ PRESSURE) INTRINSICALLY SAFE BARRIER IS INTRINSICALLY SAFE RELAY I- T� LEVEL(BUBBLER TUBE) `��D PROF?fro' a DRN. OR1° CLEAN WATER SERVICES SHEET TITLE SHEET-. OF OwOa "SSigE GENERAL 7 106 Digital Signature 0 DURHAM AWWTF DATE JANUARY 2015 ° JAN°W°"� 001-0-007 THIS BAR IS `I/ c _ INSTRUMENTATION PLOT ;��, F,",,o°�� v CAD FILE f. ONE INCH WHEN CleanWat+e rnces CHZMH I LL PHASE 5B2- PRIMARY AND CONTROL ,�°,, 001-G-007 `"fr 0 AO" Gee JDK 0011:-009 495379.Opn DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC APPD. SCALE: FULL SCALE. IMPROVEMENTS PROJECT LEGEND SHEET 2 0 LEC AS NOTED_ REV a DATE ST AP5R DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 r°a a 6491 f EXP.6-30-15 1 0 - 0 DESIGN CRITERIA DESIGN CRITERIA (CONTINUED) CONCRETE REINFORCING 1. APPLICABLE CODE 2012 INTERNATIONAL BUILDING CODE(IBC).AS AMENDED BY THE STATE OF OREGON AND ALL H. GROUND WATER(GW)ELEVATION: 1. REINFORCING STEEL: OTHER APPLICABLE LOCAL AGENCIES.THE I OCALLY ADOPTED CODE IS THE 2014 OREGON STRUCTURAL NORMAL HIGH GW 160 FT TYPICAL: ASTM A615 OR A706,GRADE 60 SPECIALTY CODE(OSSC). WELDED: ASTM A706,GRADE 60(WELDING IS ONLY PERMITTED WITH I. FACTOR OF SAFETY FOR UPLIFT RESISTANCE(SOIL FRICTION AND WEDGE FAILURE WRITTEN PERMISSION FROM ENGINEER) 2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS. NOT CONSIDERED): NORMAL HIGH GW ELEVATION 1.1 2. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRS/MSP-1'MANUAL OF STANDARD 3. ROOF LOADS: PRACTICE-AND ACI 301'SPECIFICATIONS FOR STRUCTURAL CONCRETE'. GROUND SNOW LOAD,Pg =12 PSF 11. FROST DEPTH: 18 IN TERRAIN CATEGORY =C 3. MINIMUM REINFORCING FOR CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS: SNOW EXPOSURE FACTOR,Ce =1.0 THERMAL FACTOR,Ct =1.1 GENERAL INFORMATION THICKNESS REINFORCING EACH WAY LOCATION SLOPE FACTOR,Cs =1.0 IMPORTANCE FACTOR,I =1.1 6" #4012" CENTERED MINIMUM FLAT ROOF SNOW LOAD,Pf =25 PSF 8' #5012- CENTERED 1 FOR ABBREVIATIONS NOT LISTED,SEE ASME Y14.38'ABBREVIATIONS AND ACRONYMS:PUBLICATION AS DISTRIBUTED BY THE SEE FACILITY DRAWINGS FOR AREAS WITH INCREASED DRIFT LOADS. AMERICAN SOCIETY OF MECHANICAL ENGINEERS 10" #4012" EACH FACE NGINRASME LIVE LOAD =20 PSF (ASME). 12" #5012" EACH FACE MISCELLANEOUS MECHANICAL AND ELECTRICAL LOADS =10 PSF WITH 300 LB POINT LOAD 2. DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING THROUGHOUT THE STRUCTURES HAVE BEEN DESIGNED FOR REDUCED ROOF LIVE LOADS IN ACCORDANCE WITH THE IBC. PROJECT,WHETHER N NOT THEY ARE INDIVIDUALLY CALLED OUT. PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE REQUIRED BY THE DETAILS ON THE DRAWINGS OR BY THE SPECIFICATIONS. 4. FLOOR LIVE LOADS: 3. VERIFY FINAL OPENING DIMENSIONS IN WALLS,SLABS,AND DECKS WITH OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION ELECTRICAL ROOM =300 PSF 4. CLEARANCE FOR REINFORCEMENT BARS,UNLESS SHOWN OTHERWISE,SHALL BE MECHANICAL ROOM =200 PSF OF THESE ELEMENTS. WHEN PLACED ON GROUND: 3' CORRIDORS,EXITS,STAIRS =100 PSF 4. FOR NUMBER,TYPE,SIZE,ARRANGEMENT,AND/OR LOCATION OF EQUIPMENT PADS,SEE OTHER DISCIPLINE DRAWINGS. OTHER CONCRETE SURFACES 2' WALKWAYS AND ELEVATED PLATFORMS =60 PSF COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS,WALLS AND FOUNDATIONS. COORDINATE PIPING OPENINGS STORAGE =250 PSF WITH OTHER DISCIPLINE DRAWINGS. 5. REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAIL 3303. WALL CORNER REINFORCING SIZES AND SPACINGS SHALL BE AS SHOWN ON THE DRAWINGS AND REFERENCED TO THIS DETAIL.TYPICAL HORIZONTAL WALL REINFORCING 5. WIND LOADS: 5. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS FOR PIPES,DUCTS,ETC,UNLESS SPECIFICALLY DETAILED OR APPROVED IN SHALL LAP WITH THE CORNER HORIZONTAL REINFORCING. ASCE 7 METHOD DIRECTIONAL PROCEDURE WRITING BY THE ENGINEER. ULTIMATE WIND SPEED(3-SECOND GUST) =115 MPH 6. 90 DEGREE BENDS,UNLESS OTHERWISE SHOWN,SHALL BE ACI 318 STANDARD HOOKS. EXPOSURE CATEGORY =C 6. VISITS TO THE JOB SITE BY THE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT ENGINEER IS OCCUPANCY CATEGORY =III GUARANTOR OF CONSTRUCTOR'S WORK,NOR RESPONSIBLE FOR THE COMPREHENSIVE OR SPECIAL INSPECTIONS, 7. WALL CORNER AND WALL INTERSECTION REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS AND THROUGH INTERNAL PRESSURE COEFFICIENT,GC0 = I.0.55(PARTIALLY ENCLOSED) COORDINATION,SUPERVISION,OR SAFETY AT THE JOB SITE. COLUMNS OR PILASTERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS AND LAPPED ON THE OPPOSITE FACE OF THE CONNECTING WALLS,AS INDICATED IN DETAIL 3303. COMPONENT AND CLADDING WALL ELEMENTS =36 PSF MIN(ASD) 7. DETAILING AND DIMENSIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ARE BASED ON AS-BUILT DESIGN DRAWINGS, (WINDOWS,DOORS,LOUVERS,SIDING ETC.FOR AND DO NOT NECESSARILY REPRESENT THE AS-CONSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS, 8. LAP VERTICAL WALL BARS WITH DOWELS FROM BASE SLABS AND EXTEND INTO TOP FACE OF ROOF SLABS AND LAP WITH TOP STRUCTURES UNDER 30 FEET IN HEIGHT) ELEVATIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO UNDERTAKING ANY WORK THAT IS AFFECTED BY THE SLAB REINFORCEMENT. 6. SEISMIC LOADS: EXISTING STRUCTURE. 9. LOCATE ELEVATED SLAB AND BEAM TOP BAR SPLICES AT MIDSPAN AND BOTTOM BAR SPLICES AT SUPPORTS.REFER TO OPENING MAPPED RISK-TARGETED MCER SPECTRAL RESPONSE ACCELERATIONS REINFORCING DETAIL 3301. SS =0420gg SPECIAL INSPECTION AND RELATED TESTING 10. REINFORCEMENT BENDS AND LAPS,UNLESS OTHERWISE NOTED,SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS: DESIGN SPECTRAL RESPONSE ACCELERATIONS CONCRETE DESIGN STRENGTH=4,000 PSI AT 28 DAYS OR GREATER** SDS =0.715g 1. SPECIAL INSPECTION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY REQUIRED INSPECTIONS BY THE BUILDING GRADE 60 REINFORCING STEEL 5131 =0 442g OFFICIAL.THE CONTRACTOR SHALL SCHEDULE BOTH INSPECTIONS. BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 SITE CLASS =D 2, SPECIFIED CONCRETE AND MASONRY AND OTHER MATERIAL TESTING DURING CONSTRUCTION WILL BE OWNER FURNISHED. LAP SPLICE LENGTH MAPPED LONG-PERIOD TRANSITION =16 SECONDS MCEG PEAK GROUND ACCELERATION(PGAM) =0.454g 3. SPECIFIED LABORATORY TEST MIXES AND SIMILAR TEST RESULTS TO VERIFY MATERIAL QUALITY AND CONFORMANCE TO SPACING6" TOP BAR * 1'-4* 2'-0' 3'-0' 4'-0' 5-10" 6'A" T-7" 8'-0" 9'-5" DESIGN PEAK GROUND ACCELERATION =0.303g SPECIFICATIONS,AND SUBMITTED FOR REVIEW PRIOR TO ACCEPTANCE FOR USE ON THE PROJECT.SHALL BE THE OCCUPANCY CATEGORY =III RESPONSIBILITY OF THE CONTRACTOR. OTHER BAR 1'-0" 1'-T 2'-" 3'-1' 4'-6" S'-2" 5'-10" 6'-T T-3" SEISMIC DESIGN CATEGORY =D SPACING>6' TOP BAR * 1'-4' 1'-6' 2'-0" 2'-5" 3'-6' 4'-0" 5-0" 6-2' T-5' IMPORTANCE FACTOR,I =1.25 4. SPECIAL INSPECTION,TESTING AND OBSERVATION(OWNER FURNISHED)IS REQUIRED IN ACCORDANCE WITH IBC SECTIONS 110 AND 1704 AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTION. OTHER BAR 1'-4" 1'-4 1'-r 1'-10' 2'-9" 3'-1' 3'-10" 4'-9" 5-8" STRUCTURES HAVE BEEN ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURES OF ASCE 7. EMBEDMENT LENGTH 5, THE CONTRACTOR SHALL SCHEDULE THE SPECIAL INSPECTION VISITS,PROVIDE 48 HOURS NOTICE TO THE INSPECTOR,AND 7. LATERAL FORCE-RESISTING SYSTEMS: PROVIDE SAFE ACCESS TO ITEMS TO BE INSPECTED.THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR SPACING<6' TOP BAR * 1'-0" 1'-7" 2'-4" 3'-1" 4'-6" 5-2" 5-10" 6-7" 7'-3" NON-WATERHOLDING FACILITIES: COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION, DISCREPANCIES WILL BE OTHER BAR 1'-0' 1'-3' 1'-9' 2'-5' 3'-6' 4'-0' 4'-6" 5'-1" 5-7" SPECIAL REINFORCED MASONRY SHEAR WALLS BROUGHT TO THE IMMEDIATE ATTENTION OF CH2M HILL AND THE CONTRACTOR FOR CORRECTION. RESPONSE MODIFICATION COEFFICIENT,R =5 SPACINGE6' TOP BAR * 1'-0" 1'-3' 1'-7" 1'-10' 2'-9" 3'-1" 3'-10" 4'-9" 5-8" BASE SHEAR,V =28 KIPS 6, SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO CH2M HILL,BUILDING OFFICIAL,AND THE OTHER BAR 1'-0" 1'-0" 1'-3" 1'-5" 2'-1" 2'-5" 3'-0" 3'-8" 4'-5" RESPONSE COEFFICIENT,Cs =0.18 OWNER WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION. AT THE CONCLUSION OF CONSTRUCTION, WATERHOLDING FACILITIES(NON-BUILDING STRUCTURES): A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES ;t TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS FLAT-BOTTOM GROUND-SUPPORTED TANKS WITH REINFORCED CONCRETE NON-SLIDING BASES. WILL BE SUBMITTED. CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR.HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. RESPONSE MODIFICATION COEFFICIENT,R =2.0 8. SPECIAL LOADS: SEE PLANS FOR STRUCTURE SPECIFIC LOADS FOUNDATIONS **WHERE 3000 PSI CONCRETE IS USED,INCREASE ABOVE LENGTHS BY 16 PERCENT. 9. LIQUID TIGHTNESS TEST LOADS: SEE PLANS FOR STRUCTURE SPECIFIC LOADS CAST IN PLACE CONCRETE 1. REFER TO TECHNICAL MEMORANDUM:CLEAN WATER SERVICES-DURHAM AWWTF-PHASE 5B2 DESIGN,GEOTECHNICAL DATA 10. SOIL DESIGN PARAMETERS: BY CH2M HILL DATED JANUARY,2015. 1. DESIGN COMPRESSIVE STRENGTHS: 28 DAY 56 DAY A. NET ALLOWABLE SOIL BEARING PRESSURES: 2. EXCAVATIONS SHALL BE SHORED TO PREVENT SUBSIDENCE OR DAMAGE TO ADJACENT EXISTING STRUCTURES,STREETS, STRUCTURAL: 4000 PSI 4500 PSI HES 4000 PSF UTILITIES,ETC. CONCRETE FILL. 3500 PSI - BIOFILTER 1500 PSF CURBS AND SIDEWALKS: 3500 PSI - 3. FOUNDATION SLABS,SLABS-ON-GRADE AND WALL AND COLUMN FOUNDATIONS SHALL BEAR ON 12 INCHES MIN OF COMPACTED CONDUIT ENCASEMENTS: 3500 PSI - B. EQUIVALENT DRAINED FLUID PRESSURES ABOVE WATERTABLE: LEVEL BACKFILL GRANULAR FILL,UNLESS OTHERWISE NOTED. PIPE ENCASEMENTS NOT CAST INTEGRAL WITH FOUNDATIONS: 3500 PSI - 4. FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF FORMWORK ACTIVE: 32 PCF OR REINFORCING STEEL.THE OBSERVATION SHALL VERIFY IF THE ACTUAL EXPOSED SUBGRADE IS AS ANTICIPATED BY THE SITE 2. CONTINUOUS WATERSTOP AS SPECIFIED SHALL BE INSTALLED IN CONSTRUCTION JOINTS IN WALLS OF WATER HOLDING BASINS. AT REST: 55 PCF SPECIFIC BORINGS,TEST PITS,TESTING AND DATA REPORTS. CHANNELS,AND BELOW GRADE STRUCTURES,EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. i PASSIVE' 438 PCF m 5. NO BACKFILL SHALL BE PLACED BEHIND WALLS UNTIL THE WALLS HAVE ATTAINED 100 PERCENT AND TOP SUPPORTING SLAB'S 3. CONSTRUCTION JOINTS INDICATED ARE SUGGESTED LOCATIONS. CONTRACTOR MAY REVISE LOCATION OF JOINTS,SUBJECT N C. EQUIVALENT UNDRAINED FLUID PRESSURES BELOW WATERTABLE: CONCRETE HAS ATTAINED 80 PERCENT OF THEIR SPECIFIED 28 DAY COMPRESSIVE STRENGTH,OR UNTIL TOP-OF-WALL FRAMING TO SPECIFIED REQUIREMENTS.ADDITIONAL CONSTRUCTION JOINT LOCATIONS,INCLUDING ADDITIONAL REQUIRED FOR ,'( ACTIVE: 79 PCF SYSTEMS,INCLUDING STEEL OR WOOD DIAPHRAGMS,HAVE BEEN COMPLETED. CONSTRUCTION,SHALL BE SUBMITTED FOR REVIEW BY ENGINEER. N AT REST: 91 PCF w PASSIVE: 290 PCF 6. NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED,FREE TOP WALLS UNTIL THE CONCRETE HAS ATTAINED 100 PERCENT OF 4. ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO PLACING ADJACENT CONCRETE. 2 ITS SPECIFIED 28 DAY COMPRESSIVE STRENGTH. f. D. DYNAMIC FLUID PRESSURES: 5. COORDINATE PLACEMENT OF OPENINGS,CURBS,DOWELS,SLEEVES,CONDUITS,BOLTS AND INSERTS PRIOR TO PLACEMENT OF I- ACTIVE+DYNAMIC IS LESS THAN AT REST PRESSURES. CONCRETE. 91 E. VERTICAL SURCHARGE: 2 FT OF SOIL WEIGHT WHERE TRAFFIC FORMWORK SHORING AND BRACING 6. NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE SHALL APPROACHES WITHIN HALF THE WALL HEIGHT BE EMBEDDED IN THE CONCRETE. F. COEFFICIENT OF FRICTION: 1. STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY DESIGN SHOWN 7. DO NOT PLACE CONDUIT PARALLEL TO BEAM OR COLUMN REINFORCEMENT UNLESS SPECIFICALLY INDICATED IN DRAWINGS. POURED CONCRETE ON COMPACTED DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUCTURES DURING CONSTRUCTION. GRANULAR FILL OVER NATIVE SILT 0.58 CONTRACTOR IS RESPONSIBLE FOR WORK RELATING TO CONSTRUCTION ERECTION METHODS,BRACING,SHORING,RIGGING, GUYS,SCAFFOLDING,FORMWORK,AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN. POURED CONCRETE ON COMPACTED GRANULAR FILL 0.70 2. TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ELEVATED CONCRETE FLOOR OR SLABS HAVE REACHED 80 PERCENT OF u1 THE 28 DAY COMPRESSIVE STRENGTH AS DETERMINED BY FIELD CYLINDER BREAKS. Et G. NATIVE SOIL MOIST UNIT WEIGHT: 120 PCF COMPACTED GRANULAR FILL MOIST UNIT WEIGHT: 130 PCF 3. 'BURY'BARS OR'CARRIER'BARS ARE NOT ALLOWED FOR THE BOTTOM MATS OF REINFORCING IN ALL ELEVATED SLABS AND ARE NOT ALLOWED FOR THE TOP MATS OF REINFORCING IN ELEVATED SLABS LESS THAN 12 INCHES THICK. Iii CO p C o �Ep PROffS E a) J a ORIG SHEET TITLE. SHEET OF DWG♦ �� 636PER/O' ° DRN-. AMR DATE' CLEAN DURHAM ASINWTFCES GENERAL PLOT 8 106 OREGON y Digital Signature 0 DSN. LAS DWG°. 001-G-008 THIS BAR IS �vL ��7 c ` Y DATE.JANUARY 2015 G ? U cHR. CAD FILE I ONE INCH WHEN Clean` Service$ Cj■ ■2MHILL PHASE STRUCTURAL NOTES p�0„ 001-G-008 1F9q�,.l�.,0, 6 ALF DOI-G-WB_4953,9.Cg^ DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC SHEET 1 OF 2 RoN s APPD. scALE. FULL SCALE. REVS DATE s APR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 IMPROVEMENTS PROJECT S 6491 EXP.06-30-161 ° LEC AS NOTED 0 CONCRETE UNIT MASONRY STRUCTURAL STEEL AND METAL FABRICATIONS GENERAL ARCHITECTURAL NOTES 1. MASONRY WALL TYPE:SPECIAL REINFORCED. 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS: W-SHAPES A992 1. UNLESS OTHERWISE INDICATED,PLAN DIMENSIONS ARE TO COLUMN GRID ON CENTERLINES,NOMINAL SURFACE 2. DESIGN COMPRESSIVE STRENGTH,fm,OF THE FINISHED ASSEMBLY AND MATERIAL PROPERTIES SHALL BE PER THE MISCELLANEOUS SHAPES INCLUDING OF MASONRY,AND FACE OF CONCRETE WALLS. TABLE BELOW. ANGLES.CHANNELS.PLATES,ETC. A36 HOLLOW STRUCTURAL SECTIONS(HSS) A500,GRADE B 2. 'FLOOR LINE'REFERS TO TOP ON CONCRETE SLABS.FINISH FLOORING IS INSTALLED ABOVE THE FLOOR LINE.FOR 3. MORTAR:ASTM C270,TYPE S,HYDRATED. DO NOT USE MASONRY CEMENT. STEEL PIPE A53,GRADE B DEPRESSED FLOORS AND CURBS.SEE STRUCTURAL DRAWINGS. STAINLESS STEEL SHAPES A276 4. GROUT:ASTM C476 COARSE GROUT.USE OF WATER REDUCERS OR SUPERPLASTICIZERS IS NOT PERMITTED. 3. LINE OF EXISTING GRADES.AS SHOWN ON THE BUILDING ELEVATIONS AND SECTIONS ARE APPROXIMATE.THEY ARE AT 2. ALUMINUM SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS: THE BUILDING FACE,OR ON THE SECTION END EXCEPT AS NOTED. 5. CONCRETE MASONRY UNITS: ASTM C90,MEDIUM WEIGHT,LINEAR SHRINKAGE SHALL NOT EXCEED 0.065 PERCENT. STRUCTURAL SHAPES B308 PLATES B209 4 VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT,OR BY OTHERS. 6. DESIGN UNIT STRENGTH GROUT STRENGTH MORTAR COMPRESSIVE (PSI) (PSI) PROPERTIES 3. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC MANUAL OF STEEL 5. REFER TO ARCHITECTURAL,STRUCTURAL,MECHANICAL.ELECTRICAL AND OTHER CATEGORIES OR DRAWINGS FOR STRENGTH MIN CONSTRUCTION,CURRENT EDITION,AND CURRENT OSHA STANDARDS. ADDITIONAL NOTES. Fm(PSI) 4. FASTENERS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING ASTM STANDARDS EXCEPT 2,000 2,800 2,000 TYPE S WHERE SPECIFICALLY INDICATED OTHERWISE: UNLESS 7. PLACE COURSES IN WALLS,COLUMNS,AND PILASTERS IN RUNNING BOND PATTERN. ANCHOR BOLITS(AB)ERWISE A325-N ARCH/STRUCT MATERIAL SYMBOLS STAINLESS STEEL F593,AISI TYPE 316,CONDITION CW 8. PROVIDE MATCHING FOUNDATION DOWELS FOR ALL TYPICAL AND ADDITIONAL VERTICAL BARS. STEEL OR GALVANIZED STEEL F1554,OR 36/A153 MACHINE BOLTS(MB) SYMBOL LEGEND 9. LAP VERTICAL REINFORCING BARS 48 BAR DIAMETERS WITH FOUNDATION DOWELS,EXCEPT BARS PLACED EACH FACE IN CMU SHALL BE LAPPED 60 BAR DIAMETERS. LAP ALL OTHER VERTICAL BARS 72 BAR DIAMETERS. STEEL A307 1IIHhI1lIIuu/11111Iu11111 STAINLESS STEEL F593,10. LAP ALL VERTICAL BARS IN CANTILEVER WALLS,INCLUDING FOUNDATION DOWELS,72 BAR DIAMETERS. GALVANIZED STEEL A307/AIS159 PE 316,CONDITION CW 1111111111111111111111111111 GRATING,SPAN DIRECTION INDICATED ALUMINUM F468,ALLOY 2024-T4 IIIIIIIIIHHhIIlIIIIIIIIIM 11. STAGGER ADJACENT LAP SPLICES BY 24 INCHES WHEN SEPARATED BY 3 INCHES OR LESS. 5. ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE OF OIL,DIRT AND PAINT. r��"'`%`'�r.`'��:��.�.� CHECKERED PLATE 12. PROVIDE NUMBER OF FULL HEIGHT VERTICAL BARS AT EDGES OF OPENINGS AS SHOWN IN DETAIL 4004. %`%`%"%`%` %`%� %`%� 6. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL 13. PROVIDE FULL HEIGHT VERTICAL BARS IN 3 CELLS AT WALL CORNERS AND INTERSECTIONS AS SHOWN IN DETAIL 4001. MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL OF THE GROUT ENGINEER. 14. PROVIDE HORIZONTAL CORNER AND INTERSECTION BARS WITH LAP LENGTHS AS SHOWN IN DETAIL 4001. :� 15. PROVIDE REINFORCED LINTELS ABOVE AND REINFORCED BOND BEAMS BELOW OPENINGS AS SHOWN IN DETAIL 4003. STEEL DECKING •c •;YMfe.'" GRANULAR FILL 16. PROVIDE FULL HEIGHT VERTICAL BARS WITH MATCHING DOWELS IN CELLS ADJACENT TO OPENINGS AS SHOWN IN 1. FOR DECK SIZE,GAGE,AND FASTENING CONFIGURATIONS,SEE FRAMING PLANS.FASTENING CONFIGURATIONS DETAIL 4003. SHOWN ARE SPECIFIC TO THE DECK PRODUCT USED AS BASIS OF DESIGN.CONTRACTOR SHALL FASTEN THE -III�L=IIJI JIII EARTH OR FINISH GRADE DECKING IN ACCORDANCE WITH INSTALLED DECK MANUFACTURER'S RECOMMENDATIONS TO MEET SPECIFIED III=III I= 17. GROUTING:SOLID GROUT ALL WALLS. CAPACITY REQUIREMENTS. CONCRETE 18. MASONRY UNIT AND GROUT TESTING SHALL BE IN CONFORMANCE WITH 2012 IBC'UNIT STRENGTH METHOD-. TESTING 2. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3*STRUCTURAL WELDING CODE SHEET STEEL'. WILL BE OWNER FURNISHED AS INDICATED ON THE STATEMENT OF SPECIAL INSPECTION PLAN PROVIDED ON THE 3. DECKING SHALL HAVE A MINIMUM 2 INCHES BEARING ON SUPPORTS. �� CMU WALL(PLAN) DRAWINGS. PRISM TEST METHOD MAY BE SUBMITTED AS AN ALTERNATIVE OR MAY BE REQUIRED BY OWNERS REPRESENTATIVE TO VERIFY WORK. 4 DECKING SHALL BE CONTINUOUS OVER THREE SPANS MINIMUM,EXCEPT WHERE SHOWN OTHERWISE. 19. THE MINIMUM REINFORCING FOR SPECIAL REINFORCED CONCRETE BLOCK WALLS SHALL BE AS FOLLOWS.PROVIDE WALL(SECTION) LARGER SIZES AND MORE REINFORCING IN SECTIONS OF WALLS WHERE REQUIRED BY THE DETAILS ON THE DRAWINGS 5 WELD DECK TO DRAG STRUTS AND TOP OF WALL ANGLE TIES WITH 5/8 INCH PUDDLE WELDS AT 0'-6'ON CENTER, OR BY THE SPECIFICATIONS. UNLESS NOTED OTHERWISE. LOCATE ANGLE IN DECK VALLEY. WALL VERTICAL HORIZONTAL 6. LOCATE OPENINGS FOR EQUIPMENT PER OTHER DISCIPLINE DRAWINGS. STEEL THICKNESS REINFORCING REINFORCING LOCATION 8' #6 @48' #5 @48' CENTERED 7. REINFORCE DECK FOR LARGER OPENINGS PER DETAIL 5321. REINFORCE SMALL OPENINGS AS SPECIFIED. 12' #6 @48' #5 @48' EACH FACE 20. DO NOT PLACE CONDUIT IN CELLS CONTAINING PARALLEL REINFORCEMENT. DEFERRED SUBMITTALS WELDING 1. DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO 1. WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY(AWS): INSTALLATION OF THAT PORTION OF THE WORK OR ARE REQUIRED TO BE SUBMITTED FOR REVIEW ONLY BY THE ARCHITECTURAL LEGEND D1.1,STRUCTURAL WELDING CODE STEEL ENGINEER. D1.2,STRUCTURAL WELDING CODE ALUMINUM 2. WHERE DEFERRED SUBMITTALS INCLUDE ADDITIONAL MATERIALS,INSTALLATION,ANCHORAGE,OR CERTIFICATION ROOM NAME D1.3,STRUCTURAL WELDING CODE SHEET STEEL OF COMPONENTS THAT REQUIRE SPECIAL INSPECTION AND/OR STRUCTURAL OBSERVATION TO MEET CODE ROOM IDENTIFIER D1.4,STRUCTURAL WELDING CODE REINFORCING STEEL REQUIREMENTS,THE DEFERRED SUBMITTAL SHALL INCLUDE SPECIFIC LINE ITEMS TO BE ADDED TO THE �XX1 O1} INDICATOR =FACILITY 01-6,STRUCTURAL WELDING CODE STAINLESS STEEL INDICATOR APPROPRIATE TABLES IN THE PROJECTS STATEMENT OF SPECIAL INSPECTIONS PLAN IF THEY ARE NOT ALREADY 2. REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26. IDENTIFIED. 3. USE INTERMITTENT WELDS AT FIELD WELDS OF EMBED PLATES AND ANGLES TO AVOID SPALLING OR CRACKING OF 3. THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER IBC SECTION 106.3.4.2 THAT ARE EXPECTED TO CONTAIN STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET BUILDING ilk THE EXISTING CONCRETE. EXTERIOR ELEVATION INDICATOR PERMITTING REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL ti' 4. BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION(CJP)UNLESS INDICATED OTHERWISE. ELEMENT,EQUIPMENT,DISTRIBUTION SYSTEM,OR COMPONENT OR ITS ANCHORAGE,THE CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER. ADDITIONALLY,ACCEPTANCE INDICATED ON THE ENGINEER'S COMMENT FORM.ALONG WITH THE COMPLETED,FINAL SUBMITTAL SHALL THEN BE FILED BY THE CONTRACTOR AND ACKNOWLEDGED AS ACCEPTED BY ®110.50 SPOT ELEVATION INDICATOR THE PERMITTING AGENCY PRIOR TO INSTALLATION OF THESE ITEMS. SPECIFICATION CODE REQUIRED DEFERRED SUBMITTALS FOR REVIEW BY SECTION PERMITTING AGENCY -- DIRECTION OF SLOPE DOWN 01612 ANCHORAGE AND BRACING 15060 PIPING SUPPORT SYSTEMS CONTROL JOINT ANY EQUIPMENT OR COMPONENT IN WHICH A TECHNICAL a OTHER SPECIFICATION ANCHORAGE SYSTEM CALCULATIONS EQUIPMENT OR N 0 7T O vi LLI 2 F- E- 0 a a u� 0 e Ill (A Q C a E 0 4.,��p PROfR,ss�ay, /8316PE DRS. AMR 2Z GE : CLEAN WATER SERVICES SHEET TITLE: GENERAL SHEET 90F 106 DWGE 0 0 DSH LAS DWG. 001-6-009 THIS Digital GOgnature 0 DURHAM AWWTF STRUCTURAL NOTES SHEET "°T r OREGON y �■ DAre:JANUARY 2015 C. 2 U cHK. CAD FILE N. ONE INCH WHEN C1eanWaber Services CH2MH I LL PHASE 582- PRIMARY 2 OF 2 AND ARCHITECTURAL PLCR 001-G-009 1- 4ir te`GOGC� ALF 001-G-009_495319 dun DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC -1RON 5 APPD: SCALE FULL SCALE. NOTES, SYMBOLS, AND LEGEND CRS 0 LEC AS NOTED_ REV/ DATE ST APVR DESCRIPTION '2550 SW Hillsboro Hwy HIngboro,OIegon97123-9379 IMPROVEMENTS PROJECT PRUR 6491 I EXP.06-30-161 0 STATEMENT OF SPECIAL INSPECTIONS PLAN GENERAL NOTES 1. THE STATEMENT OF SPECIAL INSPECTIONS PLAN DRAWINGS PROVIDE PROJECT COMPLIANCE WITH THE PROVISIONS OF THE 2012 INTERNATIONAL BUILDING CODE(IBC)CHAPTER 17 FOR SPECIAL INSPECTION,STRUCTURAL - - OBSERVATION,AND TESTING FOR WIND AND SEISMIC RESISTANCE AS APPLICABLE. THIS INSPECTION IS OWNER FURNISHED. TABLE 1 2. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS ARE CONTAINED IN TABLE 1. REQUIRED NON-STRUCTURAL SPECIAL INSPECTION REFER TO SPECIFICATION SECTION 01456 3. STANDARD SPECIAL INSPECTION REQUIREMENTS FOR STRUCTURAL COMPONENTS,REGARDLESS OF WIND OR SEISMIC DESIGN CATEGORIES,ARE CONTAINED IN TABLE 2. STANDARD TESTING REQUIREMENTS FOR STRUCTURAL 1 COMPONENTS ARE CONTAINED IN TABLE 3. REQUIRED 4. PROJECT SPECIFIC REQUIREMENTS FOR STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORIES C,D,E,OR F ARE CONTAINED IN TABLE 4.ADDITIONAL TESTING REQUIREMENTS FOR STRUCTURAL RESISTANCE ARE CONTAINED PERIODIC RE PORTING BY IN TABLE 6. OWNER CONTINUOUS SPECIAL 5. FOR ADDITIONAL REQUIREMENTS,REFER TO SPECIFICATION SECTION 01455,SPECIAL TESTS AND INSPECTION,OBSERVATION AND TESTING. THESE INCLUDE: FURNISHED OWNER INSPECTOR TO A. CONTRACTOR'S REQUIREMENTS TO PROVIDE ACCESS TO THE WORK FOR REQUIRED INSPECTIONS,AND TO PROVIDE NOTICE OF REQUIRED INSPECTIONS AND STRUCTURAL OBSERVATION. SPECIAL FURNISHED DESIGNATED TESTING FOR B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY FOR WORK TO BE PERFORMED ON SYSTEMS DESIGNATED UNDER THE STATEMENT OF SPECIAL INSPECTIONS PLAN FOR WIND OR SEISMIC RESISTANCE. 2012 IBC CODE REFERENCED INSPECTION SPECIAL DISTRIBUTION SPECIAL C. DEFINITIONS AND TERMINOLOGY USED IN THIS PLAN SYSTEM OR MATERIAL REFERENCE STANDARD (SEE NOTE 1) INSPECTION LIST COMMENTS INSPECTION GEOTECHNICAL 1.SOILS: SPECIAL INSPECTION A.VERIFY MATERIALS 1705.8, GEOTECHNICAL X X PROFESSIONAL BELOW SHALLOW 1803.5.8,1804.5 REPORT OBSERVATION BY 1. SPECIAL INSPECTION WILL BE IN ACCORDANCE WITH IBC SECTION 1704 TOGETHER WITH LOCAL AND STATE AMENDMENTS.REFER TO THE TABLES CONTAINED ON THESE GENERAL SHEETS FOR PROJECT SPECIFIC INSPECTION FOUNDATIONS ARE GEOTECHNICAL ENGINEER TYPES AND FREQUENCIES. ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY 2. SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED INSPECTOR AND ASSOCIATED TESTING WILL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY. THE DISTRICT WILL SECURE AND PAY FOR THE SERVICES OF THE AGENCY TO PERFORM ALL SPECIAL INSPECTION AND ASSOCIATED TESTS. INSPECTORS FOR EACH SYSTEM AND MATERIAL WILL BE INTERNATIONAL CODE COUNCIL(ICC)CERTIFIED OR OTHERWISE B.VERIFY EXCAVATIONS 1705.6 GEOTECHNICAL X X PROFESSIONAL APPROVED BY THE BUILDING OFFICIAL. ARE EXTENDED TO PROPER REPORT OBSERVATION BY 3. THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION. ALL DISCREPANCIES WILL BE BROUGHT TO THE IMMEDIATE DEPTH AND HAVE REACHED GEOTECHNICAL ENGINEER ATTENTION OF THE CONTRACTOR FOR CORRECTION. PROPER MATERIAL 4. SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO CONTRACTOR,CH2M HILL.BUILDING OFFICIAL AND THE DISTRICT WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST COMPLETION. C.PERFORM 17058,18015.8 GEOTECHNICAL X X SEE TABLE 3 FOR INSPECTIONS FOR WHICH REPORTING WILL BE REQUIRED ARE NOTED IN THE TABLES CONTAINED ON THIS PLAN. CLASSIFICATION AND REPORT GRADATION AND 5. AT THE CONCLUSION OF CONSTRUCTION,A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES WILL BE SUBMITTED. TESTING OF COMPACTED MOISTURE-DENSITY FILL MATERIALS TEST GEOTECHNICAL OBSERVATION REQUIREMENTS D.VERIFY USE OF PROPER 1705.6. GEOTECHNICAL X X SEE TABLE 3 FOR IN- 1. GEOTECHNICAL OBSERVATION WILL BE IN ACCORDANCE WITH IBC SECTION 1705.6 TOGETHER WITH LOCAL AND STATE AMENDMENTS. REFER TO PROJECT SPECIFIC NOTES ON THIS SHEET. MATERIALS,DENSITIES,AND 1803.5.8 REPORT PLACE DENSITY LIFT THICKNESSES DURING TEST 2. ALL FOUNDATION BEARING SURFACES SHALL BE INSPECTED BY GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF CONTROLLED FILL OR REINFORCING STEEL. ADDITIONAL SPECIAL INSPECTION REQUIREMENTS ARE LISTED IN PLACEMENT AND REQUIREMENTS TABLE 1. COMPACTION OF 3. GEOTECHNICAL OBSERVATION WILL BE PERFORMED BY A REGISTERED PROJECT DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. GEOTECHNICAL OBSERVATION DOES COMPACTED FILL NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY REQUIRED SPECIAL INSPECTIONS OR INSPECTIONS BY THE BUILDING OFFICIAL. E.PRIOR TO PLACEMENT OF 1705.6,1804.5 GEOTECHNICAL X X PROFESSIONAL SEE TABLE 3 FOR COMPACTED FILL,OBSERVE REPORT OBSERVATION BY PROOF ROLLING OR 4. GEOTECHNICAL OBSERVATION REPORTS,NOTING ANY DEFICIENCIES IN OBSERVED CONSTRUCTION,WILL BE DELIVERED TO THE CONTRACTOR,BUILDING OFFICIAL,AND OWNER FOLLOWING EACH OBSERVATION. THE SUBGRADE AND VERIFY GEOTECHNICAL ENGINEER OBSERVATION CONTRACTOR WILL BE NOTIFIED ON-SITE OR BY PHONE OR EMAIL WITHIN 24 HOURS UPON FINDING DEFICIENCIES. THAT SITE HAS BEEN REQUIREMENTS 5. AT THE CONCLUSION OF CONSTRUCTION,A WRITTEN STATEMENT WILL BE PROVIDED TO VERIFY THAT THE GEOTECHNICAL OBSERVATION SITE VISITS WERE MADE AND WHETHER THERE REMAIN ANY DEFICIENCIES THAT HAVE PREPARED PROPERLY NOT BEEN RESOLVED. 6. GEOTECHNICAL TESTING REQUIREMENTS ARE LISTED IN TABLE 3. SEE TABLE 2 STRUCTURAL . 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 1704.5 TOGETHER WITH LOCAL AND STATE AMENDMENTS.REFER TO PROJECT SPECIFIC NOTES ON THIS SHEET. 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 2. ONSITE STRUCTURAL OBSERVATION WILL BE PERFORMED FOR EACH IDENTIFIED SEISMIC FORCE-OR WIND FORCE-RESISTING SYSTEM,INCLUDING FOUNDATIONS AND CONNECTIONS. REFER TO THE INDIVIDUAL STRUCTURAL DRAWINGS FOR THE BASIC SEISMIC AND WIND FORCE-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,WILL BE DELIVERED TO BUILDING OFFICIAL AND OWNER WITHIN ONE WEEK OF THE OBSERVATION. 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: STRUCTURAL SYSTEM STAGE ITEMS COMMENTS 1. FOUNDATION OF STRUCTURE PRIOR TO FIRST CONCRETE REINFORCING STEEL, NOTE 1 PLACEMENT OF FIRST SECTION CONCRETE AND MASONRY WHEN ITEMS CAN STILL BE REVISED WALL DOWELS,WATERSTOPS, EMBEDS,AND SIMILAR ITEMS co 2. CONCRETE WALLS OF PRIOR TO FIRST CONCRETE 'REINFORCING STEEL,WALL NOTE 1 ° STRUCTURE PLACEMENT OF FIRST SECTION DOWELS,WATERSTOPS, co iij WHEN ITEMS CAN STILL BE REVISED EMBEDS,AND SIMILAR ITEMS m 3. WALL TO FOUNDATION PRIOR TO FIRST CONCRETE NOTE 1 1- CONNECTIONS PRIOR TO FORM PLACEMENT OF FIRST SECTION Si CLOSURE WHEN ITEMS CAN STILL BE REVISED D- 4. MASONRY WALL,BEAM,PIER, PRIOR TO GROUTING AND PRIOR TO REINFORCING STEEL,EMBEDS, NOTE 1 AND COLUMN REINFORCING CLOSING OF CLEANOUTS COURSE PREPARATION AND STEEL SIMILAR ITEMS _ 5. CONCRETE WALL TO FLOOR AND PRIOR TO FORM CLOSURE OR NOTE 1 ROOF CONNECTIONS OTHER COVER 6 DIAPHRAGM TO ROOF PRIOR TO INSTALLATION OF NOTE 1 CONNECTIONS ROOFING OR OTHER COVER 7. AT END OF STRUCTURAL WORK NOTE 1 o OF EACH ITEM,OR IF VISIBLE,AT Z END OF ALL STRUCTURAL WORK c°• FOR DETERMINATION OF FINAL iii H CONDITION OF STRUCTURE V) o NOTES: C p 1.STRUCTURAL OBSERVER TO DISCUSS ITEMS AND SITE SPECIFIC CONDITIONS WITH SPECIAL INSPECTOR ��,p PROFc8 E a AND FIELD INSPECTION STAFF DURING OBSERVATION. V1�,N0,N,RS4 7 DRN. AMR°DATE: CLEAN WATER SERVICES SHEETTrae. GENERAL SHEET 100F 106 DWG'' 4 1ee+evE p ■ Digital Signature ❑ DURHAM AWWTF oAm JANUARY 2015 G OREGON o °�" LAS°"� 001-G-010 THIS BAR IS STRUCTURAL 4 WrIa,P`' �� Ia CNN: CADFILEfi ONE INCH WHEN 1 - C1eanWater Services CH2MH I LL PHASE 5B2- PRIMARY STATEMENT OF SPECIAL DATE 001-G-010 F9 00 ALF 01-G-010_495379d9n DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC gRON so c APPD �,.E: FULL SCALE. INSPECTIONS - SHEET 1 OF 4 c„,S o LEC AS NOTED REV I/ DATE APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT PRJ. 6491 I EXP.0630-16I 0 TABLE 2 TABLE 2 CONTINUED REQUIRED STRUCTURAL SPECIAL INSPECTION REQUIRED STRUCTURAL SPECIAL INSPECTION REFER TO SPECIFICATION SECTION 014_55 REFER TO SPECIFICATION SECTION 01456 REQUIRED REQUIRED PERIODIC REPORTNG BY PERIODIC REPORTNG BY OWNER CONTNUOUS SPECIAL OWNER CONTNUOUS SPECIAL FURNISHED OWNER INSPECTOR TO FURNISHED OWNER NSPECTOR TO SPECIAL FURNISHED DESIGNATED TESTING FOR SPECIAL FURNISHED DESIGNATED TESTING FOR 2012 BC CODE REFERENCED NSPECTION SPECIAL DISTRBUTION SPECIAL 2012 IBC CODE REFERENCED INSPECTION SPECIAL DISTRBUTION SPECIAL SYSTEM REFERENCE STANDARD (SEE NOTE 1) INSPECTION SYSTEM REFERENCE STANDARD (SEE NOTE 1) INSPECTION LIST COMMENTS NSPECTION L ST COMMENTS INSPECTION CONCRETE MASONRY LEVEL B CONTINUED 1.INSPECTION OF REINFORCING 1705.3, ACI 318: 3.5, X X 6.VERIFY WRING CONSTRUCTION: STEEL AND PLACEMENT 1903.1,1910.4 7.1-7.7 A.SIZE AND LOCATION OF 1705.4 AO 530:Sec.1.19.2 X - X - - 3.INSPECTION OF ANCHORS CAST IN 170E1.3, AG 318:8.1.3,2128 X X STRUCTURAL ELEMENTS AG 530.1: Art.3.3F CONCRETE 1908.5,1909.1 B.TYPE,SIZE AND LOCATION OF 1705.4 AG 530: Sec.1.16.4.3, X X 4 INSPECTION OF ANCHORS POST- 1705.3.1909.1 ACI 318:18.8,61.3,21.28, X X PROVIDE CONTINUOUS SPECIAL ANCHORS,INCLUDING OTHER 1.17.1,1.19.2 INSTALLED IN HARDENED CONCRETE ICC-ES EVALUATION NSPECTION FOR ADHESIVE DETAILS OF ANCHORAGE OF MEMBERS REPORTS ANCHORS DESIGNED TO RESIST MASONRY TO STRUCTURAL SUSTAINED TENSION LOADS AND MEMBERS,FRAMES,OR OTHER WHERE REQUIRED BY ICC-ES CONSTRUCTION REPORT D.PREPARATION,CONSTRUCTION, 1705.4, AG 530:Sec.1.19.2 X X 5.VERIFYING USE OF REQUIRED 1705.3,1904.2, AG 318:Ch.4, X X AND PROTECTION OF MASONRY 2104.3,2104.4 ACI 530.1: Art.1.BC,1.80 DESIGN MIX 1910.2,1910.3 5.T-6.4 WRING COLD WEATHER(TEMP. 6.AT THE TIME FRESH CONCRETE IS 17053,1910.10 - ASTM C 172, X X SEE TABLE 3 FOR BELOW 40 DEGREES F)OR HOT SAMPLED TO FABRICATE SPECIMENS ASTM C 31, CONCRETE TEST WEATHER(TEMP.ABOVE 90 FOR STRENGTH TESTS.PERFORM AD 318: 5.8,5.8 REQUIREMENTS DEGREES F) SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE F.PLACEMENT OF GROUT IS IN 1705.4 ACI 530:Sec.1.19.2 X X OF THE CONCRETE COMPUANCE ACI 530.1: Art.3.5,3.80 7.INSPECTION OF CONCRETE 1705.3, AG 318: 5.9.5.10 X X 7.OBSERVE PREPARATION OF 1705.4, AG 530:Sec.t19.2 X X SEE TABLE 3 FOR PLACEMENT FOR PROPER 1910.6,1910.7, GROUT SPECIMENS,MORTAR 21052.2,2105.3 AG 530.1: Art.1.48.2 UNIT STRENGTH APPLICATION TECHNIOUES 1910.8 SPECIMENS,AND/OR PRISMS TESTS FOR 8.INSPECTION FOR MAINTENANCE 1705.3,1910.9 AG 318: 5.115.13 X X STRUCTURAL STEEL OF SPECIFIED CURING - TEMPERATURE AND TECHNIQUES STRUCTURAL MATERIAL VERIFICATION OF STRUCTURAL STEEL: 9.VERIFICATION OF IN-SITU 1705.3,1908.2 ACI 318: 8.2 X X A.IDENTIFICATION MARKINGS TO 1705.2.1,2203.1 Applicable ASTM Material P X CONCRETE STRENGTH PRIOR TO CONFORM TO AISC 360 Standards REMOVAL OF SHORING AND FORMS B.MANUFACTURERS CERTIFIED 1705.2.1 AISC 380:Sec.N3.2,N5.2 P X FROM BEAMS AND STRUCTURAL SLABS TEST REPORTS 10.INSPECT FORMWORK FOR 1705.3,1906.1 AG 318: 6.1.1 X X 2.PRIOR TO BOLTING,VERIFY THAT SHAPE.LOCATION AND DIMENSIONS THE COMPUANCE: ARE IN COMPLIANCE: OF THE CONCRETE MEMBER BEING A.MANUFACTURER'S 1705.2.1 AISC 360:Sec.N3.2,N5.2, P X FORMED CERTIFICATIONS AVAILABLE FOR N5.8 11.NSPECTION OF WATERSTOPS X X FASTENER MATERIALS RCSC:Sec.2.1,9.1 FOR PROPER SHAPE,LOCATION, B.FASTENERS MARKED IN 1705.2.1 AISC 380:Sec.N3.2,N5.2, 0 X NOTE 2 JOINT QUALITY,AND SURROUNDING CONCRETE PLACEMENT ACCORDANCE WITH ASTM N5.8 12.VERIFY PROPER INSTALLATION 1705.1.1 ITEM 3, ICC-ES EVALUATION X X REQUIREMENTS Applicable ASTM Material OF MECHANICAL REINFORCING 1705.3 REPORTS Standards c. SPUCES AND CONNECTIONS S.PROPER BOLTING JIN PROCEDURE 1705.2.1 AISC RCSC:Sec.45.8 0 X NOTE 2 SELECTED FOR JOINT DETAIL RCSC:Sec.4 _ MASONRY LEVEL B D.CONNECTING ELEMENTS, 1705.2.1 AISC 360:Sec.N5.6 - 0 X NOTE 2 2.VERIFICATION OF f,,,PRIOR TO 1705.4 AG 530:Sec.1 19.2 X X INCLUDING THE APPROPRIATE RCSC:Sec.3.2,4 CONSTRUCTION EXCEPT WHERE AG 530.1: Art.1.4B FAYING SURFACE CONDITION AND SPECIFICALLY EXEMPTED BY CODE HOLE PREPARATION,IF SPECIFIED, MEET APPLICABLE REQUIREMENTS 3.VERIFY COMPUANCE WITH THE 1705.4 AD 530:Sec.1.19.2 X X APPROVED SUBMITTALS ACI 530.1: Art.1.5 E.PRE-INSTALLATION VERIFICATION 1705.2.1 AISC 360:Sec.N5.6 0 X NOTE 2 4.AS MASONRY CONSTRUCTION TESTING BY INSTALLATION RCSC:Sac.7 BEGINS,THE FOLLOWING SHALL BE PERSONNEL OBSERVED AND VERIFIED TO ENSURE COMPUANCE: DOCUMENTED FOR FASTENER A.PROPORTIONS OF SITE- 1705.4 _ AD 530:Sec.1.19.2 X X F.PROPER STORAGE PROVIDED 1705.2.1 AISC 360:Sec.N5.5 0 X NOTE 2 PREPARED MORTAR AD 530.1: Art.2.6A FOR BOLTS,NUTS,WASHERS AND RCSC: Sec.2.2 B.CONSTRUCTION OF MORTAR 1705.4 AD 530:Sec.1.19.2 X X OTHER FASTENER COMPONENTS JOINTS AD 530.1:Art.3.38 3.VERIFY DURING BOLTING: E D.LOCATION OF REINFORCEMENT, 1705.4 AD 530:Sec.1.19.2 x X A.FASTENER ASSEMBUES,OF 1705 2.1 AISC 360:Sec.N5.6 0 X NOTE 2 2 CONNECTORS, AND ANCHORAGES AG 530.1: Art.14 3.5A SUITABLE CONDITION,PLACED IN ,ii ALL HOLES AND WASHERS(IF c 5.PRIOR TO GROUTING,VERIFY THAT REQUIRED)ARE POSITIONED AS bi THE FOLLOWING ARE IN REQUIRED F• COMPUANCE: O A.GROUT SPACE 1705.4 AG 530:Sec.1.19.2 X X a. ACI 530.1: Art.3.20,3.2F B.GRADE,TYPE,AND SIZE OF 1705.4 ACI 530: Sec.1.18,1.19.2 X X REINFORCEMENT AND ANCHOR ACI 530.1: Art.2.4,3.4 BOLTS,AND ANCHORAGES C.PLACEMENT OF 1705.4 ACI 530: Sec.1.18,1.19.2 X X REINFORCEMENT,CONNECTORS, AC)530.1: Art.3.2E,3.4, AND ANCHORAGES 3.BA N D.PROPORTIONS OF SITE- 1705.4 ACI 530:Sec.1.19.2 X X PREPARED GROUT AG 530.1:Art.2.68, E.CONSTRUCTION OF MORTAR 1705.4 AG 530:Sec.1.19.2 X X JOINTS AD 530.1:Art.3.38 r - r- o c 0 I- �t„: POFE, E a. °1N: °"° CLEAN WATER SERVICES sHEETnnE GENERAL SHEET 11 OF 106 °""°" 76116PE AMR DATE: DURHAM AWWTF DigitaISignature 0 O5N LAS°Y"D` 001-G-011 THIS BAR IS STRUCTURAL °RECON �I �I7 CH2NIHILL °ATE JANUARY 2015 G 2y 0 CAD FILE* ONE INCH WHEN - Ci e3IlW�..°r Services PHASE 5B2-PRIMARY STATEMENT OF SPECIAL P<°,: 001-G-01 1 �Fq Wr1o•• o�G °HK ALF oo1-0-011 4e537ad, DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC IRON SG c APED: SCALE: FULL SCALE. "Eva DATE BY APV" °Esc"iPii°" 25505WHiIlsboroHwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT INSPECTIONS-SHEET 2 OF 4 - o cws LEC AS NOTED Pww 6491 I EXP.08-30-181 U TABLE 2 CONTINUED TABLE 2 CONTINUED REQUIRED STRUCTURAL SPECIAL INSPECTION REQUIRED STRUCTURAL.SPECIAL INSPECTION REFER TO SPECIFICATION SECTION 01455 REFER TO SPECIFICATION SECTION 01466 REQUIRED REQUIRED PERIODIC REPORTNG BY PERIODIC REPORTNG BY OWNER CONTINUOUS SPECIAL OWNER CONTNUOUS SPECIAL FURNISHED OWNER NSPECTORTO FURNISHED OWNER INSPECTOR TO SPECIAL FURNISHED DESIGNATED TESTNG FOR SPECIAL FURNISHED DESIGNATED TESTING FOR 2012 BC CODE REFERENCED INSPECTION SPECIAL DISTRBUTION SPECIAL 2012 IBC CODE REFERENCED INSPECTION SPECIAL DISTRBUTION SPECIAL SYSTEM REFERENCE STANDARD (SEE NOTE 1) NSPECTION LIST COMMENTS INSPECTION SYSTEM REFERENCE STANDARD (SEE NOTE 1) INSPECTION LIST COMMENTS NSPECTION - I _ STRUCTURAL STEEL CONTINUED ALUMINUM 4.PRIOR TO WELDING,VERIFY THAT 1.MATERIAL VERIFICATION OF ' THE FOLLOWING ARE IN ALUMINUM: COMPLIANCE: A.IDENTIFICATION MARKINGS TO 1705 1.1 REM 2 X A.APPROVED WELDING 1705.21 AISC 38O:Sec.N5.4 P _ - X - CONFORM TO ASTM STANDARDS PROCEDURE SPECIFICATIONS SPECIFIED IN THE APPROVED AVAILABLE CONSTRUCTION DOCUMENTS -- B.MANUFACTURERS'CERTIFIED 1705 1.1 ITEM 2 X B.MANUFACTURERS 1705.2.1 AISC 380:Sec.NSA P X MILL TEST REPORTS CERTIFICATIONS FOR WELDING 2 MATERIAL VERIFICATION OF WELD CONSUMABLES AVAILABLE FILLER MATERIALS: C.MATERIAL IDENTIFICATION 1705.21 AISC 380:Sec.N5.4 0 X 'NOTE 2 A.IDENTIFICATION MARKINGS 17061.1 ITEM 2 X (TYPE/GRADE) CONFORM TO AWS D.WELDER IDENTIFICATION 1705.2.1 AISC 380:Sec.N5.4 0 • x NOTE 2 SPECIFICATIONS IN THE APPROVED SYSTEM CONSTRUCTION DOCUMENTS E.FIT-UP OF GROOVE WELDS 1705.21 AISC 380:Sec.N5.4 0 X NOTE 2 B.MANUFACTURERS 1705.1.1 REM 2 X (INCLUDING JOINT GEOMETRY) CERTIFICATES OF COMPLIANCE F.CONFIGURATION AND FINISH OF 1705.2.1 AISC 380 Sec.N5.4 0 X NOTE 2 REQUIRED ACCESS HOLES 3.INSPECTION OF WELDING: G.FIT-UP OF FILLET WELDS 1705.2.1 AISC 380:Sec.N5.4 0 X NOTE 2 5.VERIFY DURING WELDING: NOTE 2 A.COMPLETE AND PARTIAL 1705 1.1 ITEM 2 AWS D1.2 X X PENETRATION GROOVE WELDS A.USE OF QUAUFIED WELDERS 1705,2.1 AISC 360:Sec.N5.4 0 X NOTE 2 B.MULTI-PASS FILLET WELDS 17051.1 ITEM 2 AWS D1.2 X X B.CONTROL AND HANDUNG OF 17052,1 AISC 360:Sec.N5.4 0 X NOTE 2 C.SINGLE-PASS FILLET WELDS 1705.1.1 ITEM 2 AWS D1.2 X X WELDING CONSUMABLES D.WELDED SHEET FOR ALUMINUM 1705.1.1 ITEM 2 AWS D1.2 X X C.NO WELDING OVER CRACKED 1705.2 1 AISC 380:Sec.N5.4 0 X NOTE 2 MEMBERS TACK WELDS D.ENVIRONMENTAL CONDITIONS 1705.2.1 RISC 380:Sec.N5.4 0 X NOTE 2 NOTES: E.WPS FOLLOWED 1705.2.1 AISC 380 Sec.N5.4 0 X NOTE 2 1.PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS,IN SOME CASES F.WELDING TECHNIQUES - 1705.21 MSC 380 Sec.N5.4 0 x NOTE 2 PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT.THE 8.AFTER WELDING,VERIFY THE COMPLETED INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR 10 OTHER RELATED WORK PROCEEDING. FOLLOWING: 2.INSPECTIONS SHALL BE COMPLETED AT A RANDOM FREQUENCY.AT LEAST ONE INSPECTION SHALL BE COMPLETED AND NO FEWER A WELDS CLEANED 1705.2.1 AISC 360:Sec.N5.4 0 X NOTE 2 THAN 25%OF EACH ITEM LISTED SHALL BE INSPECTED. B.SIZE,LENGTH AND LOCATION OF 170521 AISC 360:Sec.N5.4 P X 3.P.PERFORM THESE TASKS FOR EACH JOINT OR MEMBER WELDS 0=OBSERVE THESE ITEMS ON A RANDOM BASIS.MINIMUM FREQUENCY PER NOTE 1. C.WELDS MEET VISUAL 17052.1 AISC 380 Sec.N5.4 P X X=ITEM LS REQUIRED PER TABLE COLUMN AND ROW HEADING ACCEPTANCE CRITERIA D.ARC STRIKES 1705.2.1 RISC 380 Sec.N5.4 P X E.K-AREA 1705.21 AISC 380:Sec.N5.4 P X F.BACKING REMOVED AND WELD 1705.21 AISC 36E Sec.N5.4 P X TABS REMOVED(IF REQUIRED) G.REPAIR ACTIVITIES 1705.2.1 AISC 380 Sec.N5.4 P X 7.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPUANCE: A DETAILS SUCH AS BRACING AND 1705.21 P X STIFFENING B.MEMBER LOCATIONS 1705.2.1 P X C.APPUCATION OF JOINT DETAILS 1705.21 P X AT EACH CONNECTION STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL 1.MATERIAL VERIFICATION OF COLD- FORMED STEEL DECK: A.IDENTIFICATION MARKINGS TO 1705.2.2,2203.1 Applicable ASTM Material X X CONFORM TO ASTM STANDARDS Standards SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS 0- B.MANUFACTURERS CERTIFIED 1705.2.2 X v TEST REPORTS IN 2.A.INSPECTION OF WELDING,COLD- CI FORMED STEEL DECK: 2 1.FLOOR AND ROOF DECK WELDS 1705.2.2 AWS D1.3 X X t- i- O0 3.SHEAR REINFORCEMENT 1705.2.2,1903.1 AWS D1.4 X X a ACI 318: 3.5.2 4.OTHER REINFORCING STEEL 1705.2.2,1903.1 AWS D1.4 X X ACI 318: 3.5.2 w Q N o C opPROff E a �1 e IN•=. /Oy = DM: OHIO CLEAN WATER SERVICES SHEET TITLE. GENERAL SHEET' 12°'106 DWG'. Z 0 rr116PE AMR�� DURHAM AWWTF PLOT . OREGOrgRat7l G •- DER LAS DWG*: 001-G-012 THIS BAR IS C1eanWater Services PHASE 5B2-PRIMARY STRUCTURAL DATE JANUARY 2015 001-G-012 t) LAS vn16,'ao` o cADPIEEa: ONE INCH WHEN ��H ILL STATEMENT OF SPECIAL PLCP CHK ALF 001-1-012�7Gdgn DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC 'IRON sG°G c INSPECTIONS-SHEET 3 OF 4 ,evPO: SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 971239379 IMPROVEMENTS PROJECT LEC AS NOTED_ �'a DATE BY Awrt PRIr 6491 I EXP.08-30-181 V T TABLE 4 ABLE 3 TESTING FOR REQUIRED SPECIAL INSPECTION REQUIRED SPECIAL INSPECTION FOR SEISMIC RESISTANCE FOR STRUCTURAL SYSTEMS REFER TO SPECIFICATION SECTION 01465 REFER TO TABLE 2 FOR STANDARD STRUCTURAL SPECIAL INSPECTION REQUIREMENTS REQUIRED The Seismic Design Category(SIX)for this Project Is D. REPORTING TO DESIGNATED INSPECTION REQUIRED 2012 BC CODE DISTRBUTKNJ REQUIRED PERIODIC REPORTING BY MATERIAL TYPE OR SCOPE STANDARD REFERENCE FREQUENCY _ BY WHOM LIST COMMENTS FOR OWNER CONTINUOUS SPECIAL COMMENTS GEOTECHNICAL FOLLOWING FURNISHED OWNER INSPECTOR TO FORDETALS, CONTROLLED FILL- GRADATION ASTM C117,C136, 1705.6,1803.5.8 ONE TEST EVERY 500 OWNERS X SEISMIC FURNISHED DESIGNATED REFER TO TESTTG FOR GRANULAR FILL D422,D1140 CUBIC YARDS OF APPROVED SPEC WL PLACED MATERIAL, TESTING AGENCY DESIGN 20121 BC CODE STANDARD INSPECTION SPECIAL DISTRIBUTION SPECFICATION SPECIAL MINIMUM 2 TESTS PER SYSTEM CATEGORIES REFERENCE _ OR CODE ! (SEE NOTE 1) INSPECTION LIST SECTION 01455 INSPECTION MATERIAL ELECTRICAL CONTROLLED FLL- LABORA-ORY ASTM D1557 1705.6,1803.5.8 ONE TEST EVERY 1000 OWNERS X INSTALLATION OF ANCHORAGE OF "C AND ABOVE 1705.11.6 X X GRANULAR FILL MOISTURE-DENSITY CUBIC YARDS OF PLACED APPROVED ELECTRICAL EQUIPMENT FOR EMERGENCY RELATIONSHIP MATERIAL,MINIMUM 1 TESTING AGENCY OR STANDBY POWER SYSTEMS TEST PER MATERIAL INSTALLATION OF OTHER SEISMIC 'D'AND ABOVE 1705.11.6 X X CONTROLLED FILL- IN-PLACE DENSITY ASTM D1556,06938 1705.6,1803.5.8 ONE TEST EVERY 500 OWNERS X SUPPORTS FOR DESIGNATED ELECTRICAL GRANULAR FILL CUBIC YARDS OF PLACED APPROVED SYSTEMS AND THEIR COMPONENTS MATERIAL,MINIMUM 4 1E5IING AGENCY PROCESS MECHANICAL TESTS PER STRUCTURE INSTALLATION OF OTHER SEISMIC "D'AND ABOVE 1705.11.6 X X SUPPORTS FOR DESIGNATED MECHANICAL CONTROLLED FILL- LIFT THICKNESS AND NA 1705.6,1803.5.8 CONTINUOUS SPECIAL SPECIAL SYSTEMS AND THEIR COMPONENTS GRANULAR FILL COMPACTION INSPECTION INSPECTION PREPARED SUBGRADE PROOF ROWNG OR NA 1705.6 PRIOR TO FLL CONTRACTOR X STRUCTURAL GEOTECINICAL PLACEMENT BENEATH SUPPLIED PROOF SEISMIC-FORCE-RESISTING SYSTEMS I "C"AND ABOVE I 170511.ITEM I I I I X I X I I _ ENGINEER STRUCTURES ROWNG -- OBSERVATION EQUIPMENT NOTES: CONCRETE 1.PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS,IN SOME CASES CONCRETE STRENGTH ASTM C39 1704.4,1905.6 . ONCE EACH DAY,BUT OWNERS TESTING X PERFORMED DURING THEIR PLACEMENT AND IN AU.CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT.THE NOT LESS THAN ONE AGENCY COMPLETED INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING SAMPLE FOR EACH 150 AND COVERING THE INSPECTED WORK CUBIC YARDS OR 5,000 SFT OF WALLS OR SLABS PLACED CONCRETE SLUMP ASTM C143,C94 1704.4 ONE SAMPLE PER OWNERS TESTING X STRENGTH TEST AGENCY CONCRETE AIR CONTENT ASTM C231,C94 1704.4 ONE SAMPLE PER OWNERS TESTING X STRENGTH TEST AGENCY TABLE 5 CONCRETE TEMPERATURE ASTM C1064 1704.4 ONE SAMPLE PER OWNERS TESTING X STRENGTH TEST AGENCY REQUIRED SPECIAL INSPECTION FOR WIND RESISTANCE FOR STRUCTURAL SYSTEMS MASONRY CONCRETE MASONRY UNIT STRENGTH ASTM C140 2105.221.2 ONE SAMPLE SET(6 FULL OWNER'S TESTING X REQUIRED SIZE UNITS)PER 5,000 SQ. AGENCY REPORTING TO FT.DURING CONSTRUCTION DESIGNATED MASONRY COMPRESSIVE ASTM C1019 2105.2.2.1 TREE SAMPLES PRIOR OWNERS TESTING X TYPE OR 2012 IBC CODE DISTRBUTION STRENGTH OF GROUT TO CONSTRUCTION AGENCY MATERIAL SCOPE ; STANDARD REFERENCE FREQUENCY BY WHOM LIST COMMENTS STEEL THIS TABLE IS NOT REQUIRED FOR THIS PROJECT STEEL STUD WELDING PRE-PRODUCTION AWS D1.1 Sec.7,7.1 1704.3 PRIOR TO CONSTRUCTION CONTRACTOR X SPECIAL INSPECTOR SHALL TESTING FOR EACH SUM AND TYPE MONITOR PROCEDURES AND AND FRET 2 STUDS EACH RESULTS OF BEND TESTING SHIFT HIGH-STRENGTH BOLTING PRE-INSTALLATION RCSC SPECIFICATION 1704.3 3 FASTENER ASSEMBLIES OWNERS TESTING X TABLE 6 VERIFICATION TESTING FOR STRUCTURAL OF EACH COMBINATION AGENCY OF PRETENSIONED JOINTS USING ASTM OF DIAMETER LENGTH, TESTING FOR SEISMIC RESISTANCE BOLTS A325 OR A490 GRADE AND LOT REFER TO SPECIFICATION SECTION 01455 BOLIS,Sec./ REQUIRED STRUCTURAL STEEL ULTRASONIC OR AWS D1.1 1704.3.1 SECTION 05 05 23, CONTRACTORS X SPECIAL INSPECTOR SHALL REPORTING TO RADIOGRAPHIC WELDING APPROVED MONITOR PROCEDURES AND DESIGNATED NONDESTRUCTIVE TESTING AGENCY RESULTS OF TESTING TYPE OR 2009 IBC CODE DISTRIBUTION TESTING PERFORMED ON GROOVE MATERIAL SCOPE STANDARD REFERENCE FREQUENCY BY WHOM LIST COMMENTS AND BUTT JOINT WELDS REINFORCING STEEL MAGNETIC PARTICLE AWS 01 4 1903.1 SECTION 05 05 23, CONTRACTORS X SPECIAL INSPECTOR SHALL STEEL 2 NONDESTRUCTIVE WELDING APPROVED MONITOR PROCEDURES AND COMPLETE AND PARTIAL NONDESTRUCTIVE AISC 341 1708.3 CONTINUOUS SPECIAL X o. TESTING TESTING AGENCY RESULTS OF TESTING PENETRATION GROOVE WELDS TESTING AWS 01.1 INSPECTOR v PERFORMED ON WELDED MULTI-PASS FILLET WELDS NONDESTRUCTIVE AISC 341 1708.3 CONTINUOUS SPECIAL X REINFORCING STEEL of - TESTING AWS 01.1 NSPECTOR SINGLE-PASS FILLET WELDS'5116' NONDESTRUCTIVE AISC 341 1708.3 CONTINUOUS SPECIAL X F TESTING AWS D1.1 NSPECTOR I- 0 0 a to i 7. 1— O C Q . sf E V�..i ... Dy� U tu4E 0 CLEAN WATER SERVICES SHEET TITLE GENERAL 3HEer 13°F106 DWG DIN: AMR DATE DURHAM AWWTF PLOT Digital OREGO Signature Co DSN. LAS DWGt 001-G-013 THIS BAR IS ��++�`�� /'� STRUCTURAL DATE JANUARY 2015 �G 2" 0 CAD FLEt. ONE INCH WHEN QeanWa�r [yl(R°$ `/'"12M H I LL PHASE 5B2 PRIMARY STATEMENT OF SPECIAL IwD� 001-G-013 CFA 4arin,lo`,,c, CO p" ALF ro+-cwt�4e53is.apn DRAWING IS - Our commitment it clear TREATMENT AND HYDRAULIC INSPECTIONS - SHEET 4 OF 4 ARON SC APPD: SCALE FULL SCALE. DESCILPTION -2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT PPR,I it 6491 I EXP.06-30-161 0 LEC AS NOTED REV a DATE BY APVR 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 --� -- I�I - EXISTING PIPE --�- -----r}- n REDUCING BUSHING mot-- BALANCING VALVE >i 44: Eiii13■ta --g -- ITI NEW PIPE -- - --ill-- K UNION GATE } >K.] KNIFE GATE - OR * 8" V 500 --?a--a--•-a-- • ,t, • EXISTING PIPE TO BE ABANDONED SIZE OF VALVE—T T-(- d-- [ CAP --I k I BUTTERFLY IIHr OR lic •.•'•••••5•••••••'•••' VALVE DESIGNATION --.,,•,,,,,,,,• EXISTING PIPE TO BE REMOVED -- -- ..5„ ANCHOR Db GLOBE _ _ OR Iliat ------ VALVE TYPE,SEE �� .r- BALL _18(1_ ORt SPECIFICATIONS -- -- WELDED JOINT I I�II, 1 ELBOW,90 DEGREE SEATING PORT CONTROL VALVES ---�}-� -'/`---ir---rS-- GROOVEDENDJOINT ECCENTRIC PLUG _ OR iiit -Men I CROSS --�- --- -- FLANGED JOINT fG PLUG OR COCK OR --P-1---8-- MECHANICAL JOINT 8 �II�II� III TEE 'loll , VALVE FUNCTION JAI t NEEDLE OR P PROPRIETARY RESTRAINED JOINT :� . BELL&SPIGOT JOINT(LEADED) ��D`• I ELBOW,45 DEGREE FV ( ) --v- DIAPHRAGM � OR i 0501 A* I—UNIQUE TAG NUMBER -- - HUB&SPIGOT JOINT C8) PINCH OR NOTE: {� (RUBBER GASKET) III II� I LATERAL —,�1— SWING CHECK IV OR 111>-r SEE 18C LEGENDS FOR FURTHER DEFINITIONS AND ACTUATOR TYPES. --P-M-- BALL JOINT K)I---- BALL CHECK 4 OR SELF-CONTAINED REGULATING VALVES --Il---{��H--IWWI��""" ADAPTER SIDE ---Y---11----rt- GROOVED END ADAPTER FLANGE " HOSE VALVE(HV-X)OR(V-X) —III— FLANGED COUPLING ADAPTER NOTES: X=NO.IN SPECS SAMPLE 1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS. FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE MUD 20PRV0501 FLEXIBLE COUPLING CONSTRUCTION DRAWINGS. ALSO SEE PIPING SPECIFICATIONS. ---E - �� 2- SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING PRESSURE RELIEF UNIQUE TAG NUMBER.SEE SELF- CONTAINED FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS. CONTAINED VALVE SCHEDULE IN �'lll I g I METAL BELLOWS EXP JOINT THE SPECIFICATIONS 3. EXISTING PIPE AND EQUIPMENT IS SHOWN LIGHT-LINED AND/OR SCREENED AND IS NOTED AS AIR AND/OR VACUUM RELEASE AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN HEAVY-LINED. VALVE TYPE AND FUNCTON.SEE AC - REGULATED SIDE LEGENDS FOR FURTHER DEFINITIONS 41-- --�- iii ELASTOMER BELLOWS EXP JOINT �I� PROCESS OR FACILITY NUMBER. /�w�m�I , �yC� PRESSURE CONTROL(INTERNAL PILOT) 05=YARD - `t'W - OI ELBOW UP REGULATED SIDE 95=CONTROL BUILDING SEE P&IDS FOR PROCESS VALVES PRESSURE CONTROL(EXTERNAL PILOT) - - ----- - CI ELBOW DOWN MULTI-PORT VALVE. /� ARROWS INDICATE FLOW PATTERN. - �IIICL l M 101 TEE UP INDICATED OFLLOW PATTERN. BY �II�VV M CI TEE DOWN 0 TELESCOPING SCUM VALVE -- l -) I LATERAL UP MECHANICAL LEGEND AND NOTES --E�°- - Ic I LATERAL DOWN GATE SYMBOLS ACTUATOR SYMBOLS GENERIC PIPING NOTES 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. ELEVATION VIEW PLAN VIEW 2. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE.UNLESS OTHERWISE -- N--- - P CONCENTRIC REDUCER n INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. 1 PNEUMATIC DIAPHRAGM Y HYDRAULIC 3. FOR PIPING 4"AND LARGER IN DIAMETER,PROVIDE PIPE HANGERS AND PIPE SUPPORTS g AS SHOWN.FOR PIPING SMALLER THAN 4'IN DIAMETER,CONTRACTOR SHALL DESIGN ci all�l�� ' ECCENTRIC REDUCER 1 • I SLUICE AND PROVIDE PIPE SUPPORT SYSTEMS AS SPECIFIED IN SECTION 15060,PIPING SUPPORT SYSTEMS. w PNEUMATIC CYLINDER T MANUAL 4. ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES SHALL BE USED WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. 2 5. ALL FLEXIBLE CONNECTORS AND COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST PROTECTION AS SPECIFIED, ~ I I BUTTERFLY UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. O 6. SYMBOLS,LEGENDS,AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE DRAWINGS, a. PIPING DESIGNATION M,I C SOLENOID WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING COMPONENTS ARE NECESSARILY USED IN THE PROJECT. FLAP ELECTRIC MOTOR 7. ALL BURIED PIPING SYSTEMS THAT ARE REQUIRED TO BE PRESSURE TESTED PER THE PIPING SCHEDULE IN THE DRAWINGS, II SHALL BE INSTALLED WITH EVERY JOINT RESTRAINED. FLANGED,WELDED AND SCREWED JOINTS ARE SELF-RESTRAINED EXAMPLE: JOINTS AND REQUIRE NO FURTHER RESTRAINT SYSTEM. BURIED DUCTILE IRON PIPING THAT IS REQUIRED TO BE RESTRAINED 10"HWR SHALL BE PROVIDED WITH RESTRAINED MECHANICAL JOINTS OR PROPRIETARY RESTRAINED JOINTS AS SPECIFIED. • - ALL OTHER ITEMS SUCH AS COUPLINGS AND VALVES SHALL BE PROVIDED WITH A RESTRAINT SYSTEM. THRUST BLOCKS ARE • 1 ■•I SHEAR ELECTRO HYDRAULIC NOT ALLOWED.WHERE CONCRETE COLLARS ARE USED TO JOIN NEW STEEL TO RCCP PIPE,FINAL BURY DEPTH AND CLSM ENCASEMENT MUST BE PROVIDED TO RESTRIANT. 10'HWR T 8. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS IS ONLY APPROXIMATE. PROVIDE ,F, T I FOR PIPING SCHEDULE SERVICE,SEE DRAWING 001-3-009 - ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND • ` [ ] FABRICATED SLIDE MECHANICAL EQUIPMENT. PIPE DIAMETER - 9. WHERE A GROOVED END COUPLING IS SHOWN,IT SHALL BE THE RIGID JOINT TYPE,UNLESS lii OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN,A STANDARD 1- C STOP LOG FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER. C a) a �S`,� PRe,fJ/ E DRN ORIG CLEAN WATER SERVICES SHEET TITLE GENERAL S"E�' 14°`106 °'"°` n'giralSigna p° ERE DATE: - °S" DJG°"°" 001-3-014 THIS BAR IS c __ /+ DURHAM AWWTF PROCESS MECHANICAL DATE:JANUARY 0 OREGON CAD FILE N ONE INCH WHEN Cleaner Se vices CH2M H I LL PHASE 5B2- PRIMARY — 001-G-014 14, 14 •G�� " Ei K gS DRAWING IS TREATMENT AND HYDRAULIC LEGEND RLD. JOSEPH E. JEG tbl-G-0ts_agsl�g a Oat commitment it clear APPO LEC SCALE AS NOTED FULL SCALE. •EVa DATE BY AwR DESCRIPTION 2550 SW Hillsboro Hwy, Hillsboro,Oregon 971 23-93 79 IMPROVEMENTS PROJECT _ 6491 IExP. D6-ao-2o1�1 �j SLIDE GATE r -1 ) TO FUTURE 1 © -- PCL INFLUENT SAMPLER I LI FA TO FUTURE 0 I_— _ I AERATION PRIMARY �I--^BASIN 5 PE — HEADWORKS I EFFLUENT EFFLUENT RECYCLE LIQUOR PUMPING RECYCLE PUMP STRUCTURE I _ STATION MLSSR GRIT I ` FROM I BASIN POLYMER FUTURE LIME p ALUM EFFLUENT DISPERSION JUNCTION CPO VFAICEN I _ PUMP BOX bd"PI-� \\\NI i o-�o-® . Ir v 6 c r__, w o I;1 m�I SCREE AAd 1 7 2 �" . Op AERATION I pD , FROM FUTURE IL JJII ALUM 1 J BASIN4 4 AERATION BASIN I I (FUTURE) cp /'� I —L__J I I ( 3 ) t PRMARY O _ 0\-'IEEE/ CLARIFIER VFA IVI �RAS BASE FLOW C7 48 4 ��■�+ p b HEADWORKS ' m m m �� • ' I I RAS SECONDARY / PUMP CLARIFIER LANDFILL II J'�1\ _ I I SCREE EN ITYP I I t FM `MIXED LIQUOR NO 1 NO 2 NO.3 NO.4 SEE NOTE 1, RAS WASHER/ TYP COMPACTOR Men caeo OE= II AIR AIR A RAS N - RAS SEPTAGE © , I P�}-L—IV -/- SAMPLER w FE 0 HEADWORKS [ANAEROBIC 0 INFLUENT RECYCLE © UFLUEN AR PUMP,TYP ►l— M I Iv a a E SCLA3IFDIERY SEPTAGE , ININ��, RECEIVING © I © I I VFA RAS 1113011 'I INFLUENT 1111 ~a �� 2 -J METER VAULT LIME l 0 �7 I a w // // m ,� LIME _— I I I IP a /L gi' a III BA.4 NEON MIXED LIQUOR I I / EF I 1 © I © NC., I 1 ` MIXED LIQUOR• RECYCLE PUMP,TVP- © EXCESS FLOW PRIMARY w 48'EXCESS FLOW TO SURGE BASINS RAS FLOW ► CLARIFIER DIVERSION a STRUCTURE EQUALIZATION 42" 3 w' ." jER./r� L L'' \ RETURN © II It I p RIMARY BASIN2 IFIER I MIXED LIQUOR SE siL.....7/7-FA RS f VFA � —EWA ■FE b ♦ CLAPUMPS 42 42 _--_ PE LSSR ♦ WAS© ii 42'PI PE — � b • c WETWELL8 RAW WETWELLA PUP RAS \\ I © -I_ 77 © -I- 72" ARC ` RASA —� I I- • �—FA / __ `1 2 INFLUENT SPLITTER BOX CLARIFIER / � MLSSR \C RAS - SE 60 1 84 I // I� MIXED LIQUOR 42' I - _ 58' IIIIIII _ SECONDARY I. ®— ^—� ■ NEW(PHASE 582 EXPANSION) AERATION a —POLYMER(OPT) CLARIFIER Q UPPER TUALATIN MN 11722 MH-1 LOWER CREEK, BASIN 1 —ALUM(OPT) INTERCEPTOR INTERCEPTOR EXISTING m r. NOTES: SAMPLER LOCATIONS 1. SEE DWG 350-M-601 FOR AIR FLOW SCHEMATIC. C U O SE �C e*�5 �� DRN: ° CLEAN WATER SERVICES ' SHEET TITLE GENERAL SHEET: 15°`'106 °"'°` ree�E ° ERB wrE: DURHAM AWWTF Di 'talsignatun 0 ■ DJG°M'O` 001-0-015 THIS BAR IS `I' c __—_ LIQUIDS PROCESS DATE:JANUARY 2015 0 U CHIC CADRE• - ONE INCH WHEN G�eanW�er Services CH2MH I LL PHASE 5B2 PRIMARY SCHEMATIC PLC♦. 001-G-015 ��F(JoSE� JEG 60+[015 4o5379dr DRAWING IS Oor commitment is clear TREATMENT AND HYDRAULIC C APED SCALE FULL SCALE. REV DATE BY nova DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT n$t 8491 0 LEC AS NOTED _ _ I EXP. - z015I 0 PIPING SCHEDULE TEST INSULATION SIZE(S) INSTALLATION MATERIAL SPECIFICATION JOINT TYPE LINING I COATING COLOR OF PIPE BAND COLOR LABEL COLOR TEST TYPE HEAT TRACE FLOWSTREAM SERVICE PRESSURE TYPE I FINISH REMARKS (NOTE 2) (NOTE 3) (NOTE 4) SECTION (NOTE 9) l (NOTE 5) (Tnemec No.) (NOTE 7) (NOTE 7) (PSIG)) (NOTE 6) (NOTE 8) PSIG (NOTE 10) AL ALUM ALL EXP PVC 15200-10 W BARE/NO.25 SAFETY YELLOW(BV57) SILVER SILVER 150 H YES TYPE 2/F2 COND CONDENSATE DRAIN ALL BUR PVC-DWV 15200-20 W.S,BS BARE I BART N/A N/A N/A G G NONE NONE ALL EXP PVC 15200-10 W BARE/NO.25 GRAY(BJ45) WHITE WHITE G G NONE NONE 1.ALL JOINTS GROOVED UNLESS SHOWN CEPT CEPT MIXING ALL EXP/SUB SST 15200-08 FL,GR,W BARE/BARE N/A N/A N/A 50 H NONE NONE OTHERWISE ON DRAWINGS. 2.PROVIDE SCHED 40 WHERE SHOWN ON DRAWINGS. CS CHLORINE SOLUTION ALL BUR PVC 15200-10 FL,S,W BARE/BARE N/A N/A N/A 150 H NONE NONE <4" ALL ' PVC-DWV 15200-20 W,S,BS BARE/BARE GRAY(BJ45) WHITE WHITE BUR PRJ CEMENT/POLY N/A N/A N/A D DRAIN(PROCESS) >=4" EMB CLDI 15200-01 PRJ,FL.GR CEMENT/NO.7 N/A N/A N/A 15 H NONE NONE EXP FL GR CEMENT/NO.4 GRAY(BJ45) WHITE WHITE SUB CEMENT/NO. EXP FRP 15815 FL SEE SPEC WHITE(AA90) RED RED FA FOUL AIR ALL BUR HOPE 15210 _ FL,W BARE/BARE N/A N/A N/A 0.5 P NONE NONE IRR IRRIGATION ALL BUR PVC 15200-10 FL,S,W BARE/BARE N/A N/A N/A 100 H NONE NONE SCH 40 EXP/EMB NONE NONE <4" EXP(OUTDOORS) CU 15200-13 FL,S.W BARE/NO.10 AND NO.4 GRAY(BJ45) BLACK BLACK YES TYPE 2/F2 NPW NON POTABLE WATER BUR PVC 15200-10 FL,S.W BARE I BARE N/A N/A N/A 150 H BUR PRJ,FL CEMENT/POLY— EMB CEMENT/NO.7 WA N/A N/A NONE NONE >=4" EXP CLDI 15200-01 FL,GR CEMENT/NO 4 SUB CEMENT/NO.2 GRAY(BJ45) BLACK BLACK POL POLYMER ALL EXP PVC 15200-10 W BARE/NO.25 WHITE(AA90) BLUE BLUE 150 H YES TYPE 2/F2 PI PRIMARY INFLUENT ALL BUR/EMB S1L 15201 W CEMENT/CEMENT N/A N/A N/A 15 H NONE NONE BUR PVC 02632-03 HU BARE/BARE N/A N/A N/A RD ROOF DRAIN ALL PC PC NONE NONE EXP CISP 15200-04 NO-HUB _ BARE/NO.4 GRAY(BJ45) WHITE WHITE SAN SANITARY SEWER ALL BUR PVC 02632-03 BS BARE/BARE N/A N/A N/A PC PC NONE NONE SBS SODIUM BISULFITE ALL ALL PVC 15200-10 W,S,BS BARE/BARE BROWN(AG12) BLUE BLUE PC PC NONE NONE SD STORM DRAIN ALL BUR PVC 02632-03 BS BARE/BARE N/A N/A N/A PC PC NONE NONE V VENT ALL EXP PVC-DWV 15200-20 W,S,BS BARE/NO.25 BROWN(AG12) BLUE BLUE PC PC NONE NONE _ )000R DRAIN XX=PRIMARY SERVICE(NOTE 1) >00V VENT )(=PRIMARY SERVICE(NOTE 1) NOTES: 1. WHERE PIPING CARRIES TWO OR MORE SERVICE DESIGNATIONS,THE PIPING 6.PRESSURE TEST MATERIAL SHALL CONFORM TO THE MATERIAL OF THE FIRST SERVICE LISTED. G: GRAVITY TEST TO HIGHEST LIQUID LEVEL THAT PIPE WILL BE SUBJECTED TO H: HYDROSTATIC TEST TO INDICATED PRESSURE 2. SIZES MEASURED IN INCHES P: PNEUMATIC TEST TO INDICATED PRESSURE ALL REFERS TO ALL SIZES PC: TEST PER CURRENT UNIFORM PLUMBING CODE ">" GREATER THAN "<" LESS THAN 7. BAND AND LABEL PIPING PER SECTION 10400,SIGNAGE. "<=" LESS THAN OR EQUAL TO ">=" GREATER THAN OR EQUAL TO 8.HEAT TRACING:SEE SPEC SECTION 16055 3. ALL: REFERS TO ALL INSTALLATIONS 9.JOINTS AS SPECIFIED IN SECTION 15200 PROCESS PIPING-GENERAL AND IN SECTIONS REFERENCED BUR: BURIED FL-FLANGED a EMB: EMBEDDED(IN CLSM OR CONCRETE) GR-GROOVED R EXP: EXPOSED(INDOORS OR OUTDOORS) BS-BELL AND SPIGOT(PUSH ON) N SUB: SUBMERGED MJ-MECHANICAL JOINT iin PRJ-PROPRIETARY RESTRAINED JOINT 2 4. CISP: CAST IRON SOIL PIPE S-SCREWED � CLDI: CEMENT LINED DUCTILE IRON W-WELDED,SOLDERED,BRAZED,GLUED,FUSION o CU: COPPER J a HDPE: HIGH-DENSITY POLYETHYLENE 10. INSULATION:SEE SECTION 15080 PVC: POLYVINYL CHLORIDE INSULATION TYPE: PVC-DWV:POLYVINYLE CHLORIDE-DRAIN,WASTE,VENT TYPE 1:ELASTOMERIC SST STAINLESS STEEL TYPE 2:FIBERGLASS STL: WELDED STEEL TYPE 3:FOAMGLASS FINISH TYPE: 5.SYSTEM NO.: IN ACCORDANCE WITH SPECIFICATION SECTION 09900,PAINTING AND COATING. Fl:PVC CEMENT(CLDI):AWWA C104 MORTAR LINING IN ACCORDANCE WITH THE SPECIFICATIONS F2:ALUMINUM CEMENT(S1L):AWWA C205 MORTAR LINING AND COATING IN ACCORDANCE WITH THE SPECIFICATIONS F3:FOAMGLASS w POLY: POLYETHYLENE WRAP IN ACCORDANCE WITH THE SPECIFICATIONS < 11 FOR REROUTING OF EXISTING FLOWSTREAMS NOT SHOWN ON SCHEDULE, w oMATCH EXISTING MATERIAL AND JOINT TYPE. N a c., 4.*D PASee DRN REe o IG CLEAN WATER SERVICES SHEETnnE. GENERAL s"EeT. �s 0 X06 DWG 1°'®E O ■ DURHAM AWWTF Digital Signature p D DJG DWGe 001-G-016 THIS BAR IS C H2M H I LL � DATE.JANUARY 2015 o U CAD EaEe ONE INCH WHEN Clean Water Services PHASE 582- PRIMARY ' '� ca CHK p+ DRAWING IS TREATMENT AND HYDRAULIC PIPE SCHEDULE 001-G-016 y�F1 JOSEPA C' JEG 001-G-016_4953794 Our Commitment It deer PLC Arno: SCALE FULL SCALE. REVe DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 IMPROVEMENTS PROJECT 0 LEC AS NOTED_ _ PRJ 6491 I EXP. 06-30-20151 0 Basic Design Data ! _ Design Criteria Year 2035 Design Criteria Year2035 Item Qmnllly/DpaIpdOU Item Quantity/Description Item Quantity/Description Wet Season Flows and Loads Dry Season Flows and Loads I i Primary Treatment Odor Control Flow,MGD Flow,MGD Raw Sewage Pumping Primary Clarifiers 1 and 2 Type Biofilter _ Average Day 43 Average Day 30 Type Centrifugal,Non-clog Diameter,FT 120 Flowrate,SCFM 15,500 Maximum Month 59 Maximum Month 44 Number 6 Sidewater Depth,FT 12 Surface Area,SF 9,750 Peak Hour 160 Maximum Week 59 Capacity,EA,MGD 4@25;2 @40 Surface Area,EA,SF 11,310 Surface Loading Rate,SCFM/SF 1.6 Peak Flow to Secondary Treatment 80 Maximum Day 77 HP I 4 @700;2 @1000 Volume,EA,KGAL 1015 Media Depth,FT 3 Drive Variable Overflow Rate,GPD/SF Media Type Inorganic CBOD,PPD CBOD,PPD ADWF 610 Fans Average Day 58,200 Average Day 58,700 Preliminary Treatment AWWF 874 Number 2 Maximum Month 67,000 Maximum Month 64,300 Mechanical Bar Screens PHF 3,254 Capacity,CFM @ FSP 15,500@ 8"W.C. Maximum Day 125,900 Maximum Day 111,300 Number I 4 Detention Time,HR HP,EA 30 Width,FT 2 @5;2 @6.5 ADWF 3.5 Drive Variable Total Suspended Solids,PPD Total Suspended Solids,PPD Opening Size,IN 0.38 AWWF 2.5 Average Dar 64,600 Average Day 63,600 PHF 0.7 Maximum Month 82,500 Maximum Month 70,400 Screenings washing/Compactor !Maximum Day 194,500 Maximum Day 123,600 Number 2 Primary Clarifiers 3 and 4 Type Screw Diameter,FT 130 Ammonia,PPD Ammonia,PPD Screenings Capacity,CFH 200 Sidewater Depth,FT 12 ;Average Day 6,600 Average Day 6,400 Hydraulic Capacity,gpm 200 Surface Area,EA,SF 13,270 !Maximum Month 8,100 Maximum Month 7,500 Volume,EA,KGAL 1,190 ;Maximum Day 11,900 Maximum Day 11,500 GAtBasins Overflow Rate,GPD/SF Number 4 ADWF 610 Toth IQeldahl Nitrogen,PPD Total IQeldahl Nitrogen,PPD i lCapacity,EA,MGD 1 AWWF 875 Average Day 10,600 Average Day 10,000 2 Al 30 f PHF 3,255 Maximum Month 13,300 Maximum Month 11,500 2 i@ 40 Detention Time,HR Maximum Day 19,600 Maximum Day 13,600 i Type Induced Vortex ADWF 3.5 AWWF 2.5 Total Phosphorus,PPD Total Phosphorus,PPD Chemically Enhanced Primary Treatment(CEPT) PHF 0.7 Average Day 2,000 Average Day 1,900 Mixing Maximum Month 2,400 Maximum Month 2,200 Type Jet Injection Primary Effluent Pumping Maximum Day 3,500 Maximum Day 3,400 Equivalent Mixing Intensity,sec-1 400 Number 6 Detention Time,sec Type Propeller Alkalinity,mg/I(average) 143 MMDWF 30 Capacity,MGD 4 @33;2 @10 Horsepower 25 TDH,FT 4@20;2 @22 HP 4 @200;2 @50 CEPT Chemical Feed Systems Drive Variable ............................_.._.. Chemical Alum Total Firm Capacity,MGD 119 Dosage,mg/I 5-100 Feed Rate,gph 2.7-198 Pumps Number 2 Capacity,gph each 99 Type Metering HP 1/3 Chemical Polymer Dosage,mg/I 0.5-2.0 a Feed Rate,gph 0.1-4.0 rn M Clarifier Alum Feed System w Number 4(Replacement) P Capacity,gph each 99 o TYPe Metering a HP 1/3 N O di 0 18 Q p C CD �Ep POfff� �T U Qt. 15,146 Drug. ERB DATE: CLEAN WATER SERVICES SHEET TITLE: GENERAL SHEET 17 OF 106 °"'°"' Digital Signature ( ■DS"- DJG DWG. 001-G-017 THIS BAR IS DURHAM AWWTF PROCESS `I T �. _ wTe JANUARY 2015 OREGON U CAD PLEB - ONE INCH WHEN C1eanWaber Services CH2MH I LL PHASE 5B2- PRIMARY DESIGN SUMMARY __r 001-G-017 (la, a2. o4° 01eC JEK 001-G-017 495379.07, DRAWING IS Our commitment it clear TREATMENT AND HYDRAULIC C.CH C APPD: SCALE: FULL SCALE. REV DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 9 7123-93 79• IMPROVEMENTS PROJECT LN5 ( 1 LEC AS NOTED PR.Ir 6491 EXP. 12-31-15 0 46%OF FLOW TO PRIMARY CLARIFIERS 1&2 54%OF FLOW TO PRIMARY CLARIFIERS 3 E.4 28%OF FLOW 100%OF FLOW BOTTOM OF SCREEN ROOM SLAB EL 180.33 175.27 175.26 17424 173.04 173.00 172.98 166.4-8 166.37 SCREEN CHANNEL 175.42 175.39 174.37 173.16 173.11 173.07 166-62 166.39 INFLUENT GATE 177.10 176.90 175.84 174.75 174.34 173.80 169-89 166.48 190 - - WATER SURFACE LEGEND: 2015 - =■r . ___ V-NOTCH WEIR -- - -- ___-- ADWF:23 MGD:WATER SURFACE ELEVATIONS BASED ON ALL - EL 166.25 TRAINS IN SERVICE,FOUR PRIMARY CLARIFIERS IN SERVICE. 180 �- ,�� - - - --- ---- 180 SCREEN LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% n =i XXX XX BLOCKAGE. ...._ - _"::::. _____..._ "" .... ._ XXX-XX MMDWF:33 MGD:WATER SURFACE ELEVATIONS BASED ON XXX-XX ALL TRAINS IN SERVICE,FOUR PRIMARY CLARIFIERS IN SERVICE. ` SCREEN LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% 170 Q 7 = _ - 170 BLOCKAGE. l7 173.00 171.50 172.50 ,�, � - PHF:127 MGD:WATER SURFACE ELEVATIONS BASED ON - T _ ALL TRAINS IN SERVICE,FOUR PRIMARY CLARIFIERS IN SERVICE. 42 d 54' 172 50 I r TO _ - SCREEN LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% FORCE MAINS \\ PEPS -- -- BLOCKAGE. FROM INFLUENT �- 16G PUMP STATION ----- - 160 161.42 163.00 _- .. __.. - GRIT BASIN ------ -EFFLUENT WEIR - 150 - 150 140_.. __..:.::_ ....---- .._.:_.._.__ _.. . ......... ._....... ...._ - __.._._.........�._.. ..._...... :. ::::. ::: -:_. 140 UPWELL BAR GRIT RAPID MIX BOX HEADWORKS PRIMARY SCREEN 4 BASIN 4 EFFLUENT CLARIFIER 3 STRUCTURE (HES) HYDRAULIC PROFILE - 2015 46%OF FLOW TO PRIMARY CLARIFIERS 1 8 2 54%OF FLOW TO PRIMARY CLARIFIERS 3 8 4 28%OF FLOW 100%OF FLOW BOTTOM OF SCREEN ROOM SLAB EL 180.33 Eggla 175.38 174.33 173.13 173.10 173.04 166.58 166.38 SCREEN CHANNEL Ewa 175.52 174.48 173.30 173.23 173.16 166.82 166.40 INFLUENT GATE 177.52 4/ 176.46 175.44 r 174.91 174.05 171.88 166.50 1 9 0. .. ► _._._ _... _._ .._.......... .....___ _ --- - --190 11 I 11 I _ -- ELiviti_--_- _. 180 _ 1 180 WATER SURFACE LEGEND: 2035 / �_ �� :: __ ADWF:30 MGD:WATER SURFACE ELEVATIONS BASED ON ALL - - V-NOTCH WEIR i - _..._ ___- .__ EL 166.25 TRAINS IN SERVICE,FOUR PRIMARY CLARIFIERS NGSERVICE. -- - - - SCREEN LOSSES BASED ON 318 INCH BAR OPENINGS AND 3 % T ` BLOCKAGE. 170 J 170 XXX.XX 171.50 XXX.XX MMDWF:44 MGD:WATER SURFACE ELEVATIONS BASED ON ..17399 172.50 m XXX.XX ALL TRAINS IN SERVICE,FOUR PRIMARY CLARIFIERS IN SERVICE. a --. Ay{- - - - = LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% SCREEN LO w "FORCE MAINS -_ 172.50 \ PEPS ... - BLOCKAGE. FROM INFLUENT - PHF:160 MGD:WATER SURFACE ELEVATIONS BASED ON `a, 150-PUMP STATION 163.00 180 6; :.. 161.42 ::_. . - ALL TRAINS IN SERVICE,FOUR PRIMARY CLARIFIERS IN SERVICE. w .- ..-- - -- ::::__--_ SCREEN LOSSES BASED ON 3/8 INCH BAR OPENINGS AND 35% 2 ,- BLOCKAGE. GRIT BASIN _- - i- ... ____ EFFLUENT WEIR ---. __..:__.. __ a 150. _ _ .... 150 _..._ -- NOTES: - _- _--- - .. -- 1. HYDRAULIC PROFILE SHOWS FLOW PATH FOR PRIMARY -----.-._............._...--- -....._.. ....-.- ......... _...._.-_ -..._ ....- ---_._..._...._.........----- --__ ._... - --.._..__..._._-...._.........._....'--....-----------._...-'------__..._._._............ CLARIFIER 3 BETWEEN THE HES WEIR AND V-NOTCH 140 ._ _...__..___ - ..-...,___.._.._,......__._..........._.._.._....._.....__._....._..._.....__...-........ 140 WEIR AND DOES NOT INCLUDE FUTURE MODIFICATIONS TO PRIMARY CLARIFIER 3 INLET PIPING BELOW THE TANK. SCREEN 4 BASIN 4 EFFLUENT CLARIFIER 3 IIPVYELI BAR GRIT RAPID MIX BOX HEADWORKS PRIMARY PRIMARY CLARIFIER 3 IS CONSIDERED A WORST-CASE STRUCTURE CONDITION,COMPARED TO PRIMARY CLARIFIERS 1,2,OR 4. '° (HES) 0 III HYDRAULIC PROFILE - 2035 Teen E U DRN: ORTE CLEAN WATER SERVICES SREET""E- GENERAL - -'FEET 180F106 ""a` Digital Signature p ERB DATE DURHAM AWWTF PLOT °`o DJG 001-0-018 THIS BAR IS DATE JANUARY 2015 U osN c�oF�e. ONE INCH WHEN deanWitc vices CH2MHILL PHASE 5B2-PRIMARY HYDRAULIC PROFILE RDA 001-G-018 o�i�JOSEPH g T- "K JEG DD1.a-01e4�7a.e,n DRAWING IS Our commitment ie clear TREATMENT AND HYDRAULIC c LEC acs. AS NOTED FULL SCALE. REV I/ DATE BY r,vra DESCRIPTION 2550 SW Hillsboro H,.,,-. Hillsboro,Oregon 97,zas379 IMPROVEMENTS PROJECT �f 6491 I EX P. 06-�p15I U SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS • ONE LINE DIAGRAMS CONTROL DIAGRAMS ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION n A AMPERE,AUTOMATIC KA KILOAMPERES CIRCUIT BREAKER,THERMAL MAGNETIC TRIP SHOWN, PUSH-BUTTON SWITCH,MOMENTARY CONTACT, AC ALTERNATING CURRENT KV KILOVOLT 400 3 POLE,UNO NORMALLY OPEN AFD ADJUSTABLE FREQUENCY DRIVE KVA KILOVOLT AMPERES n —00 I 0% PUSH-BUTTON SWITCH,MOMENTARY CONTACT, AFF ABOVE FINISHED FLOOR KVAR KILOVOLT AMPERES-REACTIVE CIRCUIT BREAKER,STATIC TRIP UNIT.SENSOR AMP AFG ABOVE FINISHED GRADE KW KILOWATTS AS Of AF AT TRIP AND FRAME RATINGS SHOWN,3 POLE,UNO NORMALLY CLOSED AF ATS AUTOMATIC TRANSFER SWITCH OFF SELECTOR SWITCH-MAINTAINED CONTACT•CHART LP LIGHTING(INSTRUMENTATION)PANELBOARD HAND REMOTE •-■ \I/ IDENTIFIES OPERATION WHEN NEEDED FOR CLARITY: B BELOW FINISHED GRADE CIRCUIT BREAKER,MAGNETIC TRIP ONLY.TRIP `ITI" BKR KR BREAKER M MAGNETIC CONTACTOR COIL, 100/M RATING SHOWN,3 POLE,UNO XOO BSC BARE STRANDED COPPER POSITION MOTOR,MANUAL MOTOR CONTROL CENTER �_ CKT HAND OFF REMOTE X-CLOSED CONTACT MH MANHOLE,METAL HALIDE,MOUNTING HEIGHT SWITCH.CURRENT RATING INDICATED,3 POLE.UNO 1 X 0 0 0-OPEN CONTACT C CONDUIT,CONTACTOR.CONDUCTOR,CLOSE 100 OOX MIN MINIMUM —�0 — 2 0 0 X CAP. CAPACITOR MSC MANUFACTURER SUPPLIED CABLE ® FUSE,CURRENT RATING AND QUANTITY INDICATED CB CIRCUIT BREAKER 60 (3) CLE CURRENT LIMITING FUSE CPT CONTROL POWER TRANSFORMER NC NORMALLY CLOSED -��-o TOGGLE SWITCH,ON-OFF TYPE CR CONTROL RELAY NIC NOT IN CONTRACT 1 CT CURRENT TRANSFORMER,CABLE TRAY N.O. NORMALLY OPEN —�F-- - MAGNETIC STARTER WITH OVERLOAD, O NTS NOT TO SCALE NEMA SIZE INDICATED,FVNR UNO DC DIRECT CURRENT SELECTOR SWITCH,ON-OFF TYPE DI5 DISCONNECT SWITCH OL OVERLOAD RELAY DWG DRAWING • --I AFD ELECTRONIC STARTERJSPEED CONTROL PB PULL BOX PANELBOARD RVSS=REDUCED VOLTAGE SOFT STARTER E EMPTY P AFD=AC ADJUSTABLE FREQUENCY DRIVE _0 0_ MUSHROOM HEAD SWITCH EX,EXST EXISTING DC=DC ADJUSTABLE SPEED DRIVE yT-� RGS RIGID GALVANIZED STEEL CONDUIT (A) INDICATING LIGHT,PUSH-TO-TEST,LED TYPE, FRED FREQUENCY SPD SURGE PROTECTIVE DEVICE • CABLE OR BUS CONNECTION POINT ��•��cc LETTER INDICATES COLOR SST STAINLESS STEEL A-AMBER G-GREEN S-STROBE G GROUND SV SOLENOID (TYPE 316) OLENOID VALVE B•BLUE R-RED GFCI GROUND FAULT CIRCUIT INTERRUPTER © KEY INTERLOCK C-CLEAR W-WHITE GND GROUND SWGR SO ENOID V TC TRAY CABLE HH HANDHOLE_. .-- SURGE ARRESTER(GAP TYPE) HOA HAND-OFF-AUTO TYP TYPICAL I ETM f ELAPSED TIME METER HP HORSEPOWER HS HAND SWITCH UON UNLESS OTHERWISE NOTED © MOTOR,SQUIRREL CAGE INDUCTION- HZ HERTZ V VOLTAGE,VOLTS HORSEPOWER INDICATED O MOTOR STARTER CONTACTOR COIL VFD VARIABLE FREQUENCY DRIVE IC INTERRUPTING CAPACITY 0 CONTROL RELAY,X INDICATES NUMERICAL ORDER W WATTS DV/DT DV/DT FILTER IN CIRCUIT J.JB JUNCTION BOX WP WEATHERPROOF TIME DELAY RELAY,X INDICATES NUMERICAL ORDER XFMR TRANSFORMER X IN CIRCUIT DPIAjA •••• DIGITAL POWER METER(MULTIFUNCTION) ..__I I — CONTACT-NORMALLY OPEN -Ft CONTACT-NORMALLY CLOSED GROUND -❑---I I---o- REMOTE DEVICE ,1I 15 KVA _,_,480-120/240V �r1�� 1 PH TRANSFORMER,SIZE,VOLTAGE RATINGS, `�D U" MOTOR SPACE HEATER /*Yr% AND PHASE INDICATED I ❑ TERMINAL BLOCK,REMOTE - - - 480-120V POTENTIAL TRANSFORMER,VOLTAGE RATING LUMINAIRE SCHEDULE -� (3� AND QUANTITY INDICATED O TERMINAL BLOCK.INTERNAL TYPE VOLTAGE INPUT DESCRIPTION MANUFACTURER AND CATALOG NO. LAMPS MOUNTING LINEAR FLUORESCENT FIXTURE.UL LISTED FOR WET LOCATIONS.FIBERGLASS 100:5 CURRENT TRANSFORMER,RATIO(100:5)AND —1:ED FUSE,RATING INDICATED C1 120 60 ENCLOSURE LITHOMA FEM4-232-IMAC-MVOLT-GEBIOPS T8 32W SURFACE (3) QUANTITY INDICATED(3) CPT 8'SQUARE ALUMINUM BRONZE POLE MOUNTED LINEAR FIXTURE.LIFE SHIELD^' J l J C2 NOTE 1 70 PROTECTED. PROVIDE POLE WITH FESTOON OPTIONS FOR MOUNTING VPS-30NB70-T3-UNV-P-RA-R2 LED 500K POLE ® CONNECTION POINT TO EQUIPMENT SPECIFIED IN OTHER RECEPTACLE WHERE REQUIRED. DIVISIONS.RACEWAY,CONDUCTOR AND CONNECTION 1 � TRANSFORMER,CONTROL POWER WALL MOUNTED LINEAR FUCTURE.UL WET LOCATION LISTED,AND IP66 RATRED. IN THIS DIVISION C3 120 50 XTOR5ARL LED 500K WALL SLICONE SEALED OPTICAL LED CFLAM3ER FOR HIGH-EFFICIENCY ILLUMNATION. GROUND SYSTEM PLAN a X% INDUCTIVE REACTOR,RATING PERCENTAGE INDICATED. ® GROUND ROD in id ----G---- GROUNDING CONDUCTOR,SIZE AS INDICATED F ❑ TERMINAL BLOCK LUG NOTES: I- O '�` GROUND ROD TO CABLE 1. VOLTAGE TO BE DETERMINED BY EXISTING LIGHTING CIRCUIT. a G DELTA CONNECTION GT PIGTAIL FOR CONNECTION TO EQUIPMENT Nli WYE GROUNDED CONNECTION,SOLID GROUND CABINET OR FRAME G EQUIPMENT GROUND BUS N EQUIPMENT NEUTRAL BUS NOTES: 0 1. THESE ARE STANDARD LEGEND SHEETS.SOME SYMBOLS AND ABBREVIATIONS MAY APPEAR ON THE LEGEND AND NOT ON THE DRAWINGS. H- 2. FOR ADDITIONAL ABBREVIATIONS OF OTHER DIVISIONS(HVAC,MECHANICAL,AND o STRUCTURAL/ARCHITECTURAL)SEE OTHER LEGENDS. C 01- `ECTR/04 CI) ,cie PROFF� E a DRN GWG GENERAL �9 106 CiS�%„o1 etf*f/may U JNH DATE: CLEAN WATER SERVICES SHEET""E SHEET °` DWG It n;g;rarSignature CH2MHILL DURHAM AWWTF ELECTRICAL LEGEND DATE JANUARY 2015 DSN RSH DWG': 001-G-019 THIS BAR IS o0 cnDFl�Err ONE INCH WHEN CleanWabel Services PHASE 5B2-PRIMARY aC: 001-G-019 9,;^�,A..• �Q~, � CHIC MSM 001-G-01B_495379npn DRAWING IS Our commitment 1.clear TREATMENT AND HYDRAULIC SHEET 1 'Y S. HAPO C APED: SCALE. FULL SCALE. REV. DATE ev Awrs DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT r 6491 IEXP. 06-3o-2015I 0 LEC AS NOTED - _ _ _ _ V • SYMBOL DESCRIPTION SYMBOL DESCRIPTION CIRCUIT AND RACEWAY POWER SYSTEM PLAN-1 POWER SYSTEM PLAN-2 GENERAL CIRCUIT CONDUCTOR AND CONDUIT IDENTIFICATION CONNECTION POINT TO EQUIPMENT SPECIFIED. xx ® RACEWAY,CONDUCTOR,TERMINATION AND CONNECTION OTHERWENCE RECEPTACLE-DUPLEX UNLESS NOTED 2 IN THIS DIVISION. 2 OTHERWISE 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 7/2/ OR IDENTIFYING SYMBOL AS SHOWN. GFCI-GROUND FAULT CIRCUIT INTERRUPTER [P1] [1/2"FLEX,2#12,#12G] [P23] [1"C,3#8,2#14,1#10G] [El] [1"C,1-CAT 6] SUBSCRIPT NUMBER AT RECEPTACLE INDICATES CIRCUIT [P2] (3/4"C,2#12,1#12G1 [P24] [1"C,3#8,3#14,1#10G] [E2] [1 1/4"C,2-CAT 6] .11= PANELBOARD-SURFACE MOUNTED 20R0 RECEPTACLE,SPECIAL PURPOSE-NEMA CONFIGURATION 11=31 (3/4"C,3#12,1#12G] [P25] [1'C,3#8,4#14,1#10G] 1E3] [1 1/4"C,3-CAT 6] LPXXA AND AMPERAGE INDICATED [P4] [3/4"C,4#12,1#12G] [P26] [1"C,3#8,5#14,1#10G] T EMPTY CONDUIT PANELBOARD LETTER OR NUMBER [P5] [3/4"C,5#12,1#12G) [P27] (1'C,2#6,1#10G] - FACILITY NUMBER [P6] [3/4"C,6#12,1#12G] (P28] ]1"C,3#6,1#10G] [CE-1] [3/4"C,WITH PULL STRING] I._ LP-LOW VOLTAGE PANEL LIGHTING SYSTEM PLAN [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 [P8] [3/4"C,8#12,1#12G] [P29] ]1"C,3#6,2#14,1#10G] [CE-3] [1 114"C,WITH PULL STRING] = PANELBOARD-FLUSH MOUNTED O or El LUMINAIRE,SEE SCHEDULE [P9] [3/4"C,3#12,2#14,1#12G] [P30] [1"C,3#6,3#14,1#10G] ICE-4] [1 1!2"C,WITH PULL STRING] [lJ TERMINAL JUNCTION BOX [P10] [3/4"C,3#12,3#14,1#12G] [P311 [1"C,3#6,4#14,1#10G] ICE-5] [2"C,WITH PULL STRING] II LUMINAIRE,SEE SCHEDULE [P11] [3/4"C,3#12,4#14,1#12G] [P32] ]1'C,3#6,5#14,1#1OG] ICE-6] [3"C,WITH PULL STRING] 0 [P12] [3/4"C,3#12,5#14,1#12G] [P33] [1"C,3#4,1#8G] [CE-7] [4"C,WITH PULL STRING] MOTOR,SQUIRREL CAGE INDUCTION (1)• LUMINAIRE WITH INTERNAL BATTERY BACKUP, [P13] [3/4"C,3#12,6#14,1#12GJ [P34] [1 1!4"C,3#4,3#14,1#8GJ (CE-8] [5'C,WITH PULL STRING] SEE SCHEDULE [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 a-E4 or o-4 LUMINAIRE AND POLE,SEE SCHEDULE [P151 [3/4"C,2#10,1#10G] [P36] [1 1/4"C,3#3,1#8G1 POWER CABLE CIRCUIT CALLOUTS [P16] [3/4"C,3#10,1#1OG] [P37] [1 1/4"C,3#3,3#14,1#8G] or /1/'G EXPOSED CONDUIT AND CONDUCTORS* [P16A] ]3/4'C,4#10,1#10G] [P38] [1 114"C,3#2,1#6G] [PC1J ]3/4"C,1(3C#12,1#12G)TYPE 2] 5 or 5 WALL MOUNTED LUMINAIRE,SEE SCHEDULE NOTE: [P17] [3/4"C,#10,2#14,1#10G] [P39] [1 1/4"C,3#1,1#6G] [PC2] [3/4-C,1(3C#10,1#12G)TYPE 2] ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO.12,ONE NO.12 GROUND 0 -- FLOOD LIGHTS-AIM IN THE DIRECTION SHOWN [P18] [3/4"C,3#10,3#14,1#10G] [P39A] [1 112"C,4#1,1#6G] [PC31 [1"C,1(3C#8,1#10G)TYPE2] CONDUCTORS IN 3/4" CONDUIT. RUNS MARKED WITH CROSSHATCHES INDICATE [P19] [3/4"C,3#10,4#14,1#10G] [P40] [1 1/2"C,3#1,3#14,1#6G] [PC4] [1 114"C,2(3C#12,1#12G)TYPE 2] NUMBER OF NO.12 CONDUCTORS. CROSSHATCH WITH SUBSCRIPT"G"INDICATES II STANDBY LIGHTING UNIT,SURFACE MOUNTED, [P20] [3/4"C,3#10,5#14,1#10G] [P41] [1 1/2"C,3#2/0,1#6G] [PC5] [1 112"C,2(3C#10,1#12G)TYPE 2] GREEN GROUND WIRE. Q-D SEE SCHEDULE [P21] [1"C,2#8,1#10G] [P42] [2"C,3#3/0,1#4G] [PC1A] [3/4"C,1(2C#12,1#12G)TYPE 2] 1777G CROSSHATCHES WITH BAR INDICATE NO.10 CONDUCTOR. )04 or de EXIT LIGHTS-FILLED SECTION INDICATES LIGHTED FACE, [P22] [1'C,3#8,1#10G] [P43] [2"C,3#4/0,1#4G] [PC2A] [3/4"C,1(2C#10,1#12G)TYPE 2] SIZE CONDUIT ACCORDING TO SPECIFICATIONS -> ARROW INDICATES EGRESS DIRECTIONAL INDICATORS, AND APPLICABLE CODE. XX=FIXTURE NUMBER,SEE SCHEDULE ANALOG CIRCUIT CALLOUTS CONTROL CIRCUIT CALLOUTS CONDUIT AND CONDUCTOR CALLOUT,SEE LEGEND. a or ® SMALL LETTER SUBSCRIPT AT SWITCH AND LUMINAIRE [A1] [3/4"C,1 TYPE 3] ONTROL CABLE CIRCUIT CALLOUTS [Al] 2a INDICATES SWITCHING. SUBSCRIPT NUMBER ] [Cl][C1] [3/4"C,MSC] [CC3] [314"C,1-3C TYPE 1] D CONDUIT DOWN AT LUMINAIRE INDICATES CIRCUIT [A2] [1"C,2 TYPE 3] [C2] 13/4"C,2#14,1#14G] [A3] [1"C,3 TYPE 3] [C3] [314"C,3#14,1#14G] [CC4] [314'C,1-4C TYPE 1] WALL SWITCH: [A4] ]1'C4 TYPE 3] C4 [CC5] [314"C,1-5C TYPE 1] , 0 CONDUIT UP S 2- DOUBLE POLE [ ] [3/4"C,4#14,1#14G] 3- THREE WAY [A5] [1 1/4"C,5 TYPE 3] [C5] [3/4"C,5#14,1#14G] ICC6] [314"C,1-6C TYPE 1] 4- FOUR WAY [A6] [1 1/4"C,6 TYPE 3] ICC7] (3/4"C,1-7C TYPE 1] ] CONDUIT,STUBBED AND CAPPED WP-WEATHERPROOF [C6] [314'C,6#14,1#14G] EX- EXPLOSIONPROOF [A7] [1 1/2"C,7 TYPE 3] [C7] [3/4'C,7#14,1#14G] [CC8] [1"C,1 8C TYPE 1] M- MOTOR RATED [A8] [1 1/2"C,8 TYPE 3] [C8] [3/4"C,8#14,1#14G] [CC9] [1"C,1-9C TYPE 1] I CONDUIT TERMINATION AT CABLE TRAY T- TIMER, P- PILOT LIGHT [A9] [1 112"C,9 TYPE 3] [CC10] [1"C,1-10C TYPE 1] SEE SPECIFICATIONS K- KEY OPERATED [Cg] [3/4"C,9#14,1#14G] [CCtt) [1'C,1-11CTYPEI] D- DIMMER [A10] [2"C,10 TYPE 3] [C10] [3/4"C,10#14,1#14G] EX EXISTING CONDUIT/DUCT BANK PC CRE-CORROSION RESISTANT [All] (2"C,11 TYPE 3] C11 [CC12] [1'C,1-12C TYPE 1] PHOTOCELL L- MOMENTARY 3-WAY [ ] (3/4"C,11#14,1#14G] CE CONCRETE ENCASED CONDUIT MS- MANUAL STARTER [Al2] [2'C,12 TYPE 3] [C12] [3/4"C,12#14,1#14G] [CC13] [1 1J4'C,1-13C TYPE 1] WITH OVERLOADS [A13] [2"C,13 TYPE 3] ]CC19] [1 1/2"C,1-19C TYPE 1] LIGHTING CONTACTOR [C14] [3/4"C,13#14,1#14G] DB DIRECT BURIED CONDUIT m (A14J [2'C,14 TYPE 3] [C14] [3/4'C,14#14,1#14G] ( ] [1 1J2'C,1-23C TYPE 1] CC25 (A15] [3/4"C,1 TYPE 4] [C15] [3/4"C,15#14,1#14G] [CC251 [1 1/2"C,1-25C TYPE 1] DIRECT BURIED CONDUIT WITH CONCRETE CAP, DI EMERGENCY HORN(HAZARDOUS GAS) [A16] [3/4'C,2 TYPE 4] [C16] [3/4"C,16#14,1#14G] [CC41] [YC,1-41C TYPE 1] `]�" `` SEE(16326b) [A18] [1.1C/4'C,4pTYPE 4] [C18] [3l4"C,18#14,1#14G] [A19] [1 1/4"C,5 TYPE 4] [C19] [3/4"C,19#14,1#14G] a TRANSFORMER [A20] [1 1/4"C,6 TYPE 4] [C20] [1"C,20#14,1#14G] GENERAL CONTROL OR WIRING DEVICE. [A21] [1 1/2"C,7 TYPE 4] [C21] [1"C,21#14,1#14G] 0 or IHHI 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] El CONTROL STATION,SEE CONTROL DIAGRAMS [A24] 13/4"C,1.4 pr.TYPE 5] [C24] [1"C,24#14,1#14G] FOR CONTROL DEVICE(S)REQUIRED. [A25] [1'C,2-4 pr.TYPE 5] [C25] [1"C,25#14,1#14G] 30 a NONFUSED DISCONNECT SWITCH,CURRENT RATING INDICATED,3 POLE UON. FOR 120V APPLICATIONS, 2 PROVIDE 1 POLE,20 AMP RATING NOTES: O 1. FOR CABLE TYPES,SEE SPECIFICATIONS. N � N 60/40I__f FUSED DISCONNECT SWITCH,CURRENT RATING INDICATED 2. WHERE CIRCUITS ARE UNDERGROUND,DIRECT BURIED OR CONCRETE (60/40,60=SWITCH RATING 140=FUSE RATING) ENCASED,MINIMUM CONDUIT SIZE SHALL BE 1". di 3 POLE 2 R- 2 I COMBINATION CIRCUIT BREAKER AND O MAGNETIC STARTER,NEMA SIZE INDICATED J a MI AMBIENT SENSING THERMOSTAT FOR HEAT TRACE CONTROL,PROVIDE NUMBER OF OUTPUT CONTACTS AS REQUIRED. OHEAT TRACE CONNECTION N © FEMALE RECEPTACLE(PART OF PLUG STYLE DISCONNECT) Pi N 0 I- 0.C1.RIC,4 N O � ,p PROF(' E a DRN ORIG SHEET TITLE SHEET OF OWG K-. QV,S`MCl M��B f�O# U JNH GATE: - CLEAN WATER SERVICES GENERAL 20 106 naasPe C) DSN RsH DWG"' 001-c-020 THIS BARS �-.7 c � �\ DURHAM AWWTF ELECTRICAL LEGEND 7:7/ GON ure 0 CFO( G1DFI`E4- ONE INCH WHEN - Clean Wabel SeMCeS CH2MHILL PHASE 582- PRIMARY o�pJANUARY20,5 , s�P�Q,, SHEET 2 001-G-020 N e MSM 001-G-020_495379.apn DRAWING IS - Our commitment i.clear TREATMENT AND HYDRAULIC S. ""P c APPD-. SCALE• FULL SCALE. REV SATE BY APVR DESCRIPTION -2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT `WS �j LEC AS NOTED PRJ s 6491- I EXP. 06-30-2015 1 N :I ! • t• 'WA O T • ! ED I I -• j ; 1 • k 0 40 80 120 • F SfTE ACCE. 88 APD HAUL 1..t--.---.—r—. .I Scale In Feet \ ?,)11...... ,•, .`1 _ ......•_. •1\ I O O0 000 0 1001!:: Imo G i1r o f`. O LEGEND � a 4, • .LL lF • z O G� Oa � \ RZA BORING(1988) ? O -..0D .. S• -. • ._• - `. • '--3 Ait I CO (,L► • 0 I 0 CH2M HILL BORING(2010) .`� - r; `' —.> C I • ILn u u !w t '' REA 191 ;; I • II 3TA61NG / \\ i __� F • DAMES&MOORE BORING(1972) ° 1 - �` — I E •1 'FOR. LIT(ON�OF EXISTING I' _ -_ �_.. HEADWORKS:EFFLUI. t 1�J�, �) I = ° . (", PRIMARY + SEPTAGE ECEIVING STATION,SEE 3006-D,S�\ I ! :.1. :•• •�, f �1",j' .. CLARIFIER4 F 0 SOUIERMLEINFELDER(2005 '+ ;'� • CHEMICAL r I. B I - ...---'—• row II .+`N • j • • • >►\ .�•.' ' PRIMARY SL • —il ° ii I +--a._♦a�•• • ��ri:i 0 i STATION FACT 330 3 € i .-_=E.�1rlu� _OIL / �f� I� � -1' ,�` 8-0'� ``. dL� O ' •�SEfifl'N1661D �'{ / li �► f T__-.-__—.T_._- a •=:—;cam \ I • t,. FOR> �. a II , 1� ��f -i ~ t /./d'' ••• EFFLUENT FLOW , % �-1 \ ci :, ,1 17.88 DIVERSION< RE w �3!IIL41�1l81EI1196. '�. ' ;. "MM 1 PRIMARY '••'� - --.........' I e}i _ CLARIFIER 3 s.- • EXISTING r / /� tQfSiAH1ii119116tIIH: �it:l.. F. DEMOLITION•F ' �~'�. 1 �!+ ` +7 SLUDGE PUMPING STATION •,1 •_ - CONTROL,SEE DW 330-D 131,/ • �� ,l I _ •••-, �' ��I CONTRACTOR'S•! `). • TIt"i I 11 - r: "� B-16 � �'�---3' STAGING/STORAGE AREA s.l. . —.... •110 :IOFILTE IJqIr¼ ;: b R..... t.. O G 1 IE 2. , „,...... AERATION FOR PARTIL DEMOthON OF EXIST , SHAM' D LY NTR71CTOR'S ° A -_IS 0 f'',;1 PRIMARY PR) INFLUENT FLOW SPLIT STRUC '1 i ., STAGING ARE'A;.COORDINATE '- I '' CLARIFIER 1 SE G ,,, 1 i ' E WITH OWNER AND I " .r r \,. J pOTHER4'`ONTRACTOR4:INORK1NG F • • CLAR TIER 2 7/' \ , _� !•i •• I • E 171 1#1 i•t►+ O�ORIN�1�\ rr�/ OP4SL�E !/ 'f:'! J• /c . r • •I t . :.: ,� i • ->1A AERATION%•:• % \� �//!r / :%°!�C'�• ( 0 0 U •-,i I I . �. BASIN t!�i �'! / .-„,:, I' r - E , � 1 I 1 _ .711\ • . „„„„g44 4. A • • 1 ; :: ,' L..., i.) .c.. , . WAVERLY DR 4, :v/ a - '! + N /`� 0 .�\ co o.''O' II• t[[ , 1 I i I E:. !: a i I I 1 • •- 1 1" .. �;v V \ f o 4) " r. //"."'--.7. illi I. •., 1 f pp < >��.. s .t�: • I I I N6aoozl zs ✓� • ,.• t i • I s i -1 SOLID$ <. �\ �a!'•`� ! ) I 'i I `�� i I . . E 7620604.08 BUILDING;1 h b►. 4 /r E , I _—" ",� a i f;i !m EL 136.24 3 ! \ y' t/J f °v '1 ! / �, 1 / "�' ' • I • ?r BRASS DISK'•., S y 'ePt i -J Y a • • •• r—,111 ,x .. cc_oz2 oso J . a 1 •. . \ '� � iii 13� N 639701.34 ��: > \tip^•• • ` — --._....--'-- : .. • ._.�__.� , / • 1 P2°135711.52 •� ;8// % J ''./' --- �• • `1 PIMP •`_ . I I I0 I vREBAR AND CAP ,y\.�_/"/ .( ./ —\ STATION I ' / J��y/• )ii,,,-' II v lion 82 W �� 0 � . ,� ,, . 1. IC ,;, ,1- , . F- i 1 —.�,�..'��_r- •••-Q n \--- ._'j..._I.I 1`�I ! •�` ' ,. DPROfF$P E El.' vS1 IN /O DRN DaG CLEAN WATER SERVICES SHEET TITLE CIVIL SHEET. .'>�1 oF.1OC owG t: lSig O PAL DATE L I V DURHAM AWWTF Digital Signature CI OREGON oSN JAB DWG•. 005-C-100 THIS BAR IS �-v� c -_ o GTE JANUARY 2015 ;r Wyt•V" U CM( CAD ELE. ONE INCH WHEN QeanWat Services CH2MH I LL PHASE 5B2- PRIMARY OVERALL ,C, 005-C-1004. o0 U_ DJP oosC-too_•e5319d , DRAWING IS Oar commitment i•oI.m TREATMENT AND HYDRAULIC SITE PLAN t'AN$2 E. APPD SCALE FULL SCALE. REV• DATE e. APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 9 712 3-93 79 IMPROVEMENTS PROJECT . 6491 EXP.12-31-15 �j LEC AS NOTED I I EROSION AND SEDIM ` NT C 0 N " ROL PLANS -r - =r-: ..... ,M� •o.Nr.-• -. ��r� THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF STANDARD EROSION AND SEDIMENT BMP MATRIX FOR CONSTRUCTION PHASES __•LL•e, THE 1200C PERMIT.THIS ESCP AND GENERAL CONDITIONS HAVE I: iI-- NLN PARIaANO -• ` • - • % BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C CONTROL PLAN DRAWING NOTES: _; ... m',x FORD sr. PERMIT REQUIREMENTS.IN CASES OF DISCREPANCIES OR REFER TO DEC GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S. ';� :: .�,.x1-'`,'J-'1•IMII I. ,,,N 1 OMISSIONS,THE 1200C PERMIT REQUIREMENTS SUPERCEDE HAMLET REQUIREMENTS OF THIS PLAN. '' •+ ` 7.. •. • • ' MASS UTILITY FINAL WET WEATHER I' Iiiii• • • .R 7 uR ILL 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES ON ALL DISTURBED I CLEARING I GRADING I INSTALLATION I STABILIZATION I(DCT.I•MAY 3I ST) ., a NI ENGINEERING FIRM AREAS AS GRADING PROGRESSES.(SCH A.S.b.ii.6.) FEMME MEYEMRd • :`'.2 sT CI-12M HILL RRESEINE GROUND CORER REfx:TA1gN -x x x x x 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF r • .' 2020 S.W.4thAVENUE arovmcow x x 3RD FLOOR BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR (SCH A.7.a.i.) RrDRN,LC MarAroa x MIN IV �Y • ill: PORTLAND.OR 97201-4958 Sr„noL •. F,F01"bw„ `�� PHONE:(503)235.5000 3. DURING WET WEATHER PERIODS TEMPORARY STABILIZATION OF THE SITE MUST OCCURxwrrNC x x Pusilc REEDING S1q° FAX:(503)223.1492 AT THE END OF EACH WORK DAY IF RAINFALL IS FORECAST IN THE NEXT 24 HOURS.(SCH A.7.a.ii.) usrcotRa x x x x : P I. J reIFDRrxrr RErewert srIDxG x x x z TI . I�A ix L� a 4. ALL EROSION AND SEDIMENT CONTROLS NOT IN THE DIRECT PATH OF WORK MUST BE GAR I '�'+� NARRATIVE DESCRIPTIONS °r,ER I Pill lit I;��:�j „0.' ^!F7 INSTALLED PRIOR TO ANY LAND DISTURBANCE.(SCH A.7.c.ii.) z ,r1 j •.�. 1°'x°•` < EXISTING SITE CONDITIONS: imam 00"10. N Z..11 i� 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICABLE sEON.nr FeKE I "z I x x i i 1,! CLEAN WATER SERVICES BEFORE AND AFTER GRADING OR CONSTRUCTION(SCHA.7.c.iii.1) SEMEN:FENCE INTERERI �i.w.w u.or rip ,. . •Ni11i,,_, • •' • RHAM O. 0••- DURHAM ADVANCED WASTEWATER TREATMENT PLANT STRAY/WATTLES �i �1 { '� AFTON 0 6. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT FAreR9EaI '114/1111106 r, R DEVELOPED CONDITIONS: VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED.(SCH ' T` i10M 'x x x x x FACILITY .r; • FINDIAV RD o A.7.c.iii.3.) ° '� x LOCATION DURHAM ADVANCED WASTEWATER TREATMENT PLANT WITH ' 0 „ c,.,-L ilik,?__m_- HEADWORKS EFFULENT STRUCTURE AND NEW BIOFILTER 7. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT one. .•Iow m•nict ' � -. i1D,AnN arr w SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING CONSTRUCTION.(SCH A.7.d.i.(1)) N.I.C. ti�... • • ~ W1151RUCIKN DPIW10E -z z z x t NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME �3L0s0 "' M. 1ST -�••�•� Fb ��`-� ` , 0�' TABLE 8. ALL ACTIVE CATCH BASINS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED w„E,vao,E,.-„w, I 3 • •y e y- �� AT ALL TIMES DURING CONSTRUCTION.(SCH A.7.d.i.(2)) F,Mp • • • F�e4' •CLEARING cIEaDNrs ..• ` 3 dam' S Z V •MASS GRADING 9. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE Dr,ER _ I _ - •UTILITY INSTALLATION CONSTRUCTION SITE AN APPROVED EQUIVALENT IS TO DRAIN THE SOIL ON-SITE AT A POLLUTION PIEVEMEII SITE •HEADWORKS ADDITION CONSTRUCTION DESIGNATED LOCATION USING APPROPRIATE BMP's;SOIL MUST BE DRAINED SUFFICIENTLY FOR ERCPER SI w x x x X x N V I T E MAP •PAVEMENT AND FENCE CONSTRUCTION MINIMAL SPILLAGE.(SCH A.7.d.iii.3) 42 WASTE Wirt x I x x x--� EIII:: •FINAL STABILIZATION srLL wrowgrre x x x x x 10. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCKPILES MUST OCCUR AT THE END CON%ILL IF CN-SFE AREA TOTAL SITE AREA=71.5 ACRES OF EACH WORK DAY OR OTHER BMP's MUST BE IMPLEMENTED TO PREVENT TURBID DmLR. NOT TO SCALE DISCHARGES TO SURFACE WATERS.(SCH A.7.e.ii.2.) TOTAL DISTURBED AREA=2.0 ACRES W /// PROJECT \ 11. DEVELOP AND MAINTAIN ONSITE A RITTEN SPILL PREVENTION AND RESPONSE / Nrwr LOCATION \ SITE SOIL CLASSIFICATION: PROCEDURE.(SCH A.7.e.iii.3) - - - AST°-IA ALOHA SILT LOAM,HILLSBORO LOAM,AND HUBERLY SILT LOAM, 12. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE, SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY H000 RIVER r 2 TO 7 PERCENT SLOPES APPLICATION,AND DISPOSAL(SCH A.7.e.iii.(2)) RATIONALE STATEMENT PORTLAND PENDLETON RECEIVING WATER BODIES. TUALATIN RIVER 13. THE PERMITTEE MUST PROPERLY PREVENT AND MANAGE HAZARDOUS WASTE,USED OILS, ■ TIGARD., THE DALLES ENTERPRISE CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID WASTE,OR OTHER TOXIC A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES(BMP)OPTIONS rIL nMOOK LAGRAND SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION.(SCH A.7.e.i.1 AND SCH BASED ON DEQ's GUIDANCE MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND 4 9T PERMITTEE'S SITE INSPECTOR: A.7.e.iii.4) SEDIMENT CONTROL PLAN.SOME OF THE ABOVE LISTED BMP's WERE NOT CHOSEN BECAUSE COMPANY/AGENCY. EM Q THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND PHONE: 14. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVE THE SITE MUST BE CLEANED UP SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS,INCLUDING N PORT tift FAX: WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED. SOIL CONDITIONS TOPOGRAPHIC CONSTRAINTS,ACCESSIBILITY TO THE SITE,AND OTHER 4 E-MAIL: THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RELATED CONDITIONS,AS THE PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE u © ir PRINEVILLE REOCCURRENCE OF THE DISCHARGED WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP ESC PLAN,AN ACTION PLAN WILL BE SUBMITTED. n(� i 8 REDMOND DESCRIPTION OF EXPERIENCE: OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS �/ (-J SISTER Ilk REQUIRED TIME FRAME.(SCH A.7.f.i.1) INITIAL :END V EUGEN INSPECTION FREQUENCY: 15. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS. 0 BURN ONCE PER WEEK ON ACTIVE SITES. OR WATERBODIES.DRY SWEEPING MUST BE USED TO CLEAN UP RELEASED SEDIMENTS.(SCH LOCAL AGENCY-SPECIFIC EROSION•• ONCE EVERY TWO WEEKS ON INACTIVE SITES. A.7.1.L2) CONTROL NOTES: WITHIN 24 HRS.OF A 0.5"RAIN EVENT.• 0 DAILY WHEN STORMWATER RUNOFF IS OCCURING. 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST ROSEBURG OREGON FOLLOW THE MANUFACTURERS RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION TO SURFACE WATERS MUST BE MINIMIZED.TIME RELEASE FERTILIZERS SHOULD BE USED AND AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES,IN ACCORDANCE PERSONNEL CARE SHOULD BE TAKEN IN THE APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY WITH LOCAL,STATE,AND FEDERAL REGULATIONS. THAT INCLUDES THE EC INSPECTOR. ALL INSPECTIONS MUST BE RIPARIAN ZONE.(SCH A.7.f.i.3.) 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING MADE IN ACCORDANCE WITH DEQ 1200C PERMIT REQUIREMENTS. LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE GOLD 17. SEDIMENT MUST BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN IT HAS REACHED A CLEARLY DELINEATED IN THE FIELD.DURING THE CONSTRUCTION PERIOD,NO BEACH EDFORD INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200C 1 DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST TH FALLS LAKEVIEW HEIGHT OF THE HEIGHT OF THE FENCE ABOVE THE GROUND,AND BEFORE FENCE REMOVAL.J PERMIT REQUIREMENTS. 3 MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE:VEGETATED (SCH A.7.f.ii.1.) CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED o_ \ CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ EQUAL. N IN THE FORM OF AN ACTION PLAN. 18. SEDIMENT MUST BE REMOVED FROM BEHIND BIG BAGS AND OTHER BARRIERS WHEN IT 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMP's THAT MUST BE INSTALLED ARE a; N HAS REACHED A HEIGHT OF TWO(2)INCHES AND BEFORE BMP REMOVAL.(SCH A.7.f.ii.2.) A GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT CONTROL,AND INLET r, PROTECTION.THESE BMP's MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. w O VI C I N I TY MAP SHEET INDEX 19. CLEANING OF TRAPPED CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER M CAPACITY HAS BEEN REDUCED BY FIFTY(50)PERCENT,AND AT COMPLETION OF PROJECT.(SCH THAT SEPTEMBER 1;THE TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED F NOT TO SCALE EROS ION CONTROL PLANS A.7.f.ii.3.) ON THE PLANS. O PROJECT LOCATION: PROPERTY DESCRIPTION: 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN a 005-CE-100 EROSION AND SEDIMENT CONTROL COVER SHEET 20. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP MUST OCCUR UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP 16060 SW 85TH AVE TAX LOTS 251138000600 005-CE-101 EROSION AND SEDIMENT CONTROL PLAN WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY(50)PERCENT,AND i.e.(FILTER BAG). TIGARD LOCATED IN THE AT COMPLETION OF PROJECT.(SCH A.7 f.ii.384) 6. THE ESC PLAN MUST BE KEPT ON SITE ALL MEASURES SHOWN ON THE PLAN MUST BE WASHINGTON NORTHWEST 1/4 OF SECTION 13,TOWNSHIP 2 SOUTH, 005-CE-501 EROSION AND SEDIMENT CONTROL DETAILS INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT COUNTY,OREGON RANGE 1 WEST,WILLAMETTE MERIDIAN,WASHINGTON 21. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN THAT MAY BE ENTER A SURFACE WATER SYSTEM,ROADWAY.OR OTHER PROPERTIES. LATITUDE=45°24',LONGITUDE=122°45' COUNTY,OREGON NECESSARY TO TREAT CONTAMINATED CONSTRUCTION DEWATERING OR SEDIMENT AND 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR TURBIDITY IN STORMWATER RUNOFF.(SCH A.7.f.iii.) ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE MEASURES 22. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR T (30)DAYS OR MORE,THE SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL,STATE,AND • ATTENTION EXCAVATORS: ENTIRE SITE MUST BE CONSTRUCTION TEMPORARILY STABILIZED USING VEGETATION FOR THIRTY IR (3 )D A HEAVY MORE,MULCH FEDERAL EROSION CONTROL REGULATIONS.CHANGES TO THE APPROVED ESC PLAN MUST OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE LAYER,TEMPORARY SEEDING,OR OTHER METHOD.(SCH A.B.a-) BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. ,o OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH IN 8 IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMP's MUST BE USED WHICH • OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN COPIES OF 23. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN(15)DAYS OR MORE ON ANY MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC SHEETING,MULCHING, vi THESE RULES FROM THE CENTER BY CALLING 503-232-1987.IF YOU HAVE SIGNIFICANT PORTION OF A CONSTRUCTION SITE,TEMPORARY STABILIZATION IS REQUIRED FOR . OTHER APPROVED MSASUREB. 1- ANY QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE CENTER.YOU 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. ,� o MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS,BEFORE THAT PORTION OF THE SITE WITH STRAW,COMPOST,OR OTHER TACKIFIED COVERING THAT C a COMMENCING AN EXCAVATION.CALL 503-246-6699. WILL PREVENT SOIL OR WIND EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. 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OREGON , DSN DWG, EROSION AND SEDIMENT PDLACTE JANUARY 2015 L) JAB 005-CE-101 THIS BAR IS CleanWater Services CH2MHILL PHASE 5B2- PRIMARY ' 005-CE-101 1+6, 40,00`, IP CAD FILE* ONE INCH WHEN CONTROL PLAN PLC It. <e AN14.6 CHI( Our commitment is cleat TREATMENT AND HYDRAULIC C". DJP 00549.101415371)do DRAWING IS . APPD: SCALE: FULL SCALE - DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT CWS WU A 6491 I EXP.12-31-151 C) LEC AS NOTED REV II DATE Sr APVR - / 1 FOR FURTHER INFORMATION I ON DESIGN CRITERIA SEE It CHAPTER 4 OF CLEAN WATER SERVICES EROSION PREVENTION I ANGLE FILTER FABRIC AND SEDIMENT CONTROL FENCE TO ASSURE SOIL IS TRAPPED PLANNING AND DESIGN MANUAL I • 1 • 1 • • N. \ •INTERLOCKED 2"x 2" POSTS PLAN VIEW INIMUM 12-OVERLA. AND ATTACH NTS SEAMS. " Alifsith USE STITCHED LOOPS 3' minimum OVER 2"x 2' POSTS NOTES: toe slope.from toe elope. ■ 1. BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. i i `° 2. 2'x 2'flR, PINE OR STEEL N FENCE POSTS. .htfaiiiaglt 1 YI : H ` 3. SILL SIDE OF SLOPE.O ON 4fia'ARJAIralliott q`„lw a` 4. COMPACT BOTH SIDES OF FILTER FABRIC 6� ' 5. PANELS MUST BE PLACED PROFILE ACCORDING TD SPACING ON �11�■ IL a� DETAIL NO.940 NTS BARRIER REQUIRED 0 TOE OF SLOPE. I ----- • PLASTIC SHEETING 1 t FILTER FABRIC MATERIAL II_ —38' WIDE ROLLS o N it . If NOTES: a <_I k 1. MINIMUM 12” OVERLAP OF ALL SEAMS REQUIRED. d �� . '• 2. BARRIER REQUIRED ® TOE OF STOCK PILE. � ,� /,�;%�� .�� 3. COVERING MAINTAINED TIGHTLY IN PLACE I I I I BY USING SANDBAGS OR TIRES ON ROPES WITH A �1 U 6'MAXIMUM SPACING U FOR FURTHER INFORMATION MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. ON DESIGN C SEE FRONT VI E W CHAPTER 4 OF F CL CRITERIA EAN WATER SERVICES EROSION PREVENTION NTS AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. PLASTIC SHEETING CleanWateServices SEDIMENT FENCE CleanWater Services DRAWING NO. 810 REVISED 12-06 Our commitment i.d"`. DRAWING NO. 875 REVISED 12-06 Ca Commitment;.clear. 2 a MAY BE USED SHORT TERM o WITH UTILITY WORK AND WITH PHASING OF DEVELOPMENT PER-17,41:4 ry W • I•• .a1111111' ' O '-•: IIIII . a • •• II IIII I I 171PA:. ,._- U . " ;1::.a... -- -----7 I . CURB INLET . ,�, AREA DRAIN O BIOFILTER BAG INLET BARRIER o NTS C 0 a f4:::::s m� 005-CE-101 7 DaN. ORIG CLEAN WATER SERVICES SHEET717LE CIVIL SHEET 240E 106 °`"G" O V PAL w1E: ature Q DSN JnB aVYGk ��.E-�, THIS BAR IS DURHAM AWWTF EROSION AND SEDIMENT o°7E.JANUARY 2015 S V�Nx CleanWater Services CH2NIH ILL PHASE 5B2 PRIMARY CONTROL DETAILS ,Lc, 005-CE-501 F<6 'a° N CADFLEE. ONE INCH WHEN DJP 005-CE-501246379 d r DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC A"" c APPo LEC sum. AS NOTED FULL SCALE. IMPROVEMENTS PROJECT NEv0 DATE By AFAR DESCRIPTION 2550 Hillsboro Hwy Hillsboro,Oregon 97123-9379 vR S,. 6491 I EXP. 12-31-15� U N 'uj // • I ! I d I D c1 ,, �� A` V V/ � 1• • J /1 t I !�! 1 j / EXISTING LANDSCAPING, ... \\ I `.� ` ! ` ED I J SEE NOTE 4 \ ......w..7.,...-4.....----i....--!7. ---' I/ • ' L ' Iv Scale In Feel '^•y � sN M <1 1 ;.T'_"..._.__.__ y ■itL1 #A, �.__. +-_, .`mot �` ' 2•. '1/4737:-. * j I 1 y. ,..r.,......„ ,4,4 �"'�'z i yam. '� a�z �or ( i y \i, - ? L1 I \/� i I' 1! i !lilt € O o U ti I oo- :H \\ • I .1.: DIM 13 i : W ny III L I. I ,}✓ DEMO EXST �\ j i - w • Y L iiiEEE y J.% MOW STRIP I 4,• .1.....'lir. 047: .. ...! - ,is_... .::::,_..- '�"J'' j�j, a '... j ;(7- �I i I ��] i ` r.i / i ( «4 / , ,• I; I I I , I i END )2 _ --..--.-._... v...r �_._._-_....._._.—_4...i-�._...._� j ._ • ,. F '� -•.N�I.1��` %-{r j II KEY PLAN _ J .�. _. .�' t L P I ARY i 11 NTS +� cr 3r��y-1 ,`.' a I EXST CLARIFIER 4 #! ( j NOTES `:J a1M1F y • /8 i I y 1 z ` •{. I 111'1% r 1 REMOVE BASE ROCK AND/OR NATIVE SOIL MIN 12' '- r� 1f• Au,Ey _ „ BELOW ORIGINAL GROUND SURFACE.SEE GRADING "' "" "------° --- " • .._. ..-.- PLANS FOR RESTORATION OF DEMOLISHED AREAS. DEMO EMT ..................._... .._. •� �- __-- s7 I I I •• /tea►S�1!;! -�• '1 ';: cT` Ifn 1 .!lp�� !� \ I 1 , , 2. REMOVE EXST LIGHT POLE AND REPLACE IN LOCATION Tom'lYP AND REPLACE e 'I I I ','�' • ,C LI \\ �'/ I i I'I rf I SHOWN,SEE 900-E-100.EXISTING FIXTURE MAY BE MANHOLE 9GN j I �", S �. \ I ; �� L'' RE-USED ,. ,� I ,',999.••!1•••••B49•f.499 B4994B 8999,•,.•• •.•9 d:oy9909 t@.,,y��` e i I , ` — 'I I 3. PROTECT ALL TREES NOT DESIGNATED FOR REMOVAL. _- --- -- --= ...,,._ • • : (�/ I' I: I j; (1 j< I �.H II� - DEMO EXST 48' \\ • •• :t:: I yl CCPFOR PIPE - i + I•,.. . -_—_. -, : ••• � I r i '` CONN ION,SEE DEMO EXST AC PVMT - y D TOi7� € 4. EXISTING LANDSCAPING CONSISTS OF TREES,SHRUBS - • AND GROUND COVER.PROTECT EXST LANDSCAPING TO /'�.� /xµL'0 • _ • DEMO _ •fE I I • 005•C�Y-1 CURBS AND GUTTERS, 'a S H W r•THE EXTENT POSSIBLE DURING CONSTRUCTION.OWNER DEMO EXST ..' 1 i. } l \_ / X X,'� x i'DRAIN jt"r' I RE ING PI f. WILL COORDINATE WITH CONTRACTOR FOR !3t\ / _ • �• —� YI- t `! SEE NOTE 1 ``'l OWNER TO REMOVE ANY PLANTS TO BE SALVAGED •° .. \J,.-' - • –CURB AND GUTTER f `/f\ �� : :`. ;®�♦.,� , DEMO EX TCO "%APRON I !•PRIOR TO CONSTRUCTION.DO NOT DISTURB ANY * �� -`'-..✓` "`-"' • !'. ^ PROTECT' • �e NLET3 ` EXISTING LANDSCAPING OUTSIDE OF WORK AREA DEMO EXST CURB AND • ..• i • �/ _ '% --_—.. - 6 ''/ I I! a • WITHOUT PRIOR PERMISSION OF OWNER. GUTTER AS NECESSARY DEMO EXST 12'SD ;:• • • EXST STORM • ♦•ti ..�♦��, , • SHOWN D D; TO g I 4 FOR PIPE INSTALLATION ;•• i I DRAIN INLET • : ___ .•� ♦',♦♦ ,, •Y.,, • 5. EXISTING IRRIGATION SYSTEM TO BE DEMOLISHED IN --- - -- "� SEE��T.T+� «f • : D ♦♦V �� • Cb►+c WORK AREAS.SEE IRRIGATION AND LANDSCAPING -- "' +' ""- "- - •e /''.4.k* �' +•�1t,• T � 1. __.---•- -�-;� +�.W;+ _... ..._ a rfasB9..r.o•4 PROTECT • / �'♦♦♦•.♦��`® Pi��jw 0 r I''I NOTES ON 001-G-005. ...... - �♦ . EXST LIGHT POLE,i • _ .; • EXST SD MH : •� \'®�®��♦ �♦� +�"`• •r�,'- JI I.•8. SAWCUT CURB,GUTTER,AND PAVEMENT AT LIMITS OF ,13a ' DEMO EXST AC PVMt AS r.♦..♦, SEE NOTE 2 1 DEMO EXST ► • �.��f *®®� ∎�•V,•• T tJekr REMOVAL.ALLOW FOR T OF NEW PAVEMENT ON EXST NECESSARY FOR PIPE ♦♦♦♦♦♦. 1 L :M MO EXST ST : 10'SD ^ .0 • • �� ri I BASE PER 2221 INSTALLATION. .♦.♦♦♦♦♦' : '/i0 r• '7. P .�.:.•E NOTE 2 i '.B• . DEMO EXST, . �.♦V. `'� �I�•4.it :J € • • 3" line CAPPED _. -.-,.::::.•:•:•e:........:: A w;,! A• ,'" I. LIGHT POLE �e`��5�n.�♦��`,�:. „.....,......._ . �._ �� .:- DEMO EXST i'`. , ••••', `♦ �. I�..♦ .•♦'• `r__._„�, „�` -., CURB AND GUTTER DEMO EXST FENCE. PROTECT O CT : +•��Ak A, '••• ...... ,��- �®��.•4 t' �. '-. r 1 f _ MOW IRR ,, .r,.. PROTECT I,��,� AND GATE AND M P RO / STRIP SEE 00 Y .�.-� ' .... •� ' ,;;! � � '•1 O EXST J. , :4 -^'•.,, FOR FENCE LIMITS 101 - �. -r►•=.1 • DEMO EXST FENCE FOR... ....J'.:♦:♦:� e• 1N4EF.,>". '�.•. '�" IC •RE ��•- ! _ k HT POLE BASE ••, - - �., �'/-'? ♦• i • "� ' 'j' \ - :• PIPE INSTALLATION - �. # \ e r W R r •,,, . \ o Is a>� }{ q •• `1 • c")•♦.♦.• •� ,)\ .`.�. 1TECT EX$T ,'. !1' -�' Y': 1 `•v I / \ ••••• ' bEMO EX57 1 • f POLE\ • �,%•I/ / / '•• --^"' �` ! /I ., ,'' -} 1 1 •s .',..."" � .. TG EXST V/ : 4 PR ^CT 3a TI\ I j : SI DEWALK AS REQU I RE•: �,/7LJ/ } \�R3.s�. S /` / /,(� / / DEMO EXST '8,. .r- _. I IRRr �E ! FOR PIPE INSTALLATION: 4. i'( `�G'4;`\ `\ �` \ /' s I/ /<_ PROTECT EXST I I • �, \;::�`� • 1' ' I i MOW 37RIP '(--.),s," (� �,� X� �s � , P. \ / / / % .. iy .-",^' ELECT AND COMM !6.01 1 I i �7 Y : : ,/ , // ��• I �.�� l ` .7.,~``. j t // /' ,s I, . ..•• - VAULT I :� `4 / : e �`�. ��i \ t. ``�\^E I• l G • • '' —' / I HEADWOR LU NT l u— PRI ? • Y • STATION R_-i' i `.; STRUCTURE 220 I + '` /,�° O -' , / : r I - '' X'1 .��«` DEMO EXST ODOR CONT TO a �,`` J �, a �yt+?� f � a � ' 1C° PROTECT EXST IRRIGATION «`. • f I �.. ', 9 I I• 1 f� TOP OF BURIED SLAB EL /% ,...\` `I ''• <• CONTROLLER AND WIRES • t 't. Tom'' • ,a � : ' SEE DWG 330-D-131 AND Fl Tb r/ ' RjtP4?1b4 � € //' �, � I' ' *i/,f y 7 �/ \ \ -? , Iijj��; ' �` I �C" DEMO OR ABANDON y`\• (I: I' r JC '' / /f. • HEADORKS •iJ / i� I MOW STRIP PRIMARY ;tip r/ �� / \/ -� \ `�) ,i •�� "; I CLARIFIER 3 `' ? / DEMO EXST 54'AND 60'RCCP,FOR PIPE • `-- • `• s ' - I 1' :�, J `i `• ! J:( 't j • EXISTING LANDSCAPING, iij '• S; • SEE DWG 005CY-103.PLUG ABANDONED P'• •• DEMO EXST AC : ►t a 1 >^Ih�, « n- ''N'` /> UPSTREAM SIDE OF CONNECTION WITH PVMT FOR ISLAND !t « SEE NOTE 4 f o e: /,/; CONSTRUCTION 13u + N r. C ,.- n,J ��'� EAM S ON W MIN� CONCRETE _ ff • ., —- .` € rn i � _, MATCH LINE,SEE DWG 005-D-102 c'\��',IN• `/p R� IISnNPE DRN. ORBS E T CLEAN WATER SERVICES •��nE: CIVIL SHEET 250E 106 DWG'l Digital Signature p P�DATE DURHAM AWWTF DSN JAB DWG'" 005-D"101 THIS BAR IS �+ ere:JANUARY 2015 OREGON U CAD FLE•: ONE INCH WHEN ai eanWa r SeMces CH2MH I LL PHASE 5B2- PRIMARY DEMOLITION PLAN PLC a- 005-D-101 9i$.,( 1.x$0 cNN DJP 005-0-101_495379.dr DRAWING IS Our commitment i•clear TREATMENT AND HYDRAULIC ANN c APPD: SCALE- FULL SCALE. AREA 101 LEC AS NOTED REV* DATE BY �PVR DESCRIPTION 2550 SW Hnlsboro Hwy. Hillsboro,Oregon 97123-9375 IMPROVEMENTS PROJECT R: 6491 I EXP. 12-31-151 U _ MATCH LINE,SEE DWG 005-0-101 /T N _ _ �. J `-- o, t = rt �11:4► . '<lip' I I DEMO EXST— - -- — — — — ;" % T} ! ++ `a I, MOW STRIP ED '''', ' / r' ....Y \, ; 1 .I ABANDON OR DEMO / /\� " \,'r' fi \ — _ '�`., DEMO EXST AC 4V i∎ .��: n ;1� -, : •` EXST20'FA PRIMARY J + -,! // /\'f/ \ '��\ j PVMT FOR ISLAND I i k ri' b ! 1!I I+ • �0 20 40 80 - ` , /' ,, \ `r \�`;.\` •' PVMTFRUCTION '� 't ! .,DEMOSIOEWALK CLARIFIER 3 + y_ _ / X\ ( --- .T -a::I I • FOR PIPE INSTALLATION '/ J//41/• Scale In Feet '� % �-�..------ `\\•J I !MI i Ii,�h\ ti ^i�(r ` „•, // // J 1 //// ¢'u�1 , / Jl a { ' \\\JJa �jj'�,,_��_� I a e11, / •' f1��Ail'I r' '.w``� EXST PRIMARY INFLUENT FLOW -./ J / /4,! 4 a-,.-r-- J <!, .,C• - • / ``. ! .irl ICI ct o ~ �� \ SPLIT STRUCTURE.FOR MODIFICATI• `y ,/ f I ,+4z:.a \/ �: :�a� B ,� t i fir.L II ,�� •i��♦ SEE DWG 005-D-501 y J I •t U + ... ;\ r J•. 4+ ';�.� \\\\ \� •►' I = a -`\� I .' 'X, \`. EXISTING LANDSCAPING:',, /1V/5'V 171 l/7.' ' " ,ii .,,''''''''''-'+ s 1T. 'ir / \ �i\\J ~. �\! \� \�\ �:` \�\ I I v ,Y. } i. -`\ ` / ' �.,SEE NOTE 4 J %J� F 1 .;�` 9r ,i . \\�\� \ ` - i ` I I. 1. / y .: • •"..�"'��.\ .1 n y_.--, �j/ /•� ,s i' r ��; };t..F�. , 'S,/� .. 2( yi; , X' t \\.\� \� \`` DO NOTOISTURBEXST 4 tic.„:( e Yi •�;. •,, _...r"\` J/ 4 / j•?t. i!f7:'}.,`, r i"' t + <f-"J f/ r- -�.�Y \\\�\�ti\ \``, -_..... ................ YMEST OF FENCESCAPIN(3 �F• tt'I • `�✓ \ .....• i .�\\ `�\JJ !t I. J`I FENCE Oft KEY PLAN �' u, �;'� J =� �� \� �/ ..— :I y �` ;., , • „ "{+< \` '. jfjt MOVE EXST LANDSCAPING, !I .... - ' \\ EXST4 LPA LOCATE ,/ �, i NTS 4' i -"•:�.� ', 1t Co.; EXST 4'LPA FOR BIOFILTER `,-!, [ �• / ., TREES AND C.ESSA WITHIN ; - ;" `' r�s f ` `+ ` �� - tr ✓9 - .,..CONSTRUCTION " NOTES: \ �,, / '_� `, ,`� FENCE¢S:lyEirifoSSARYFOR I -- - : + PRIMARY CCII"' _`�`r \� \ BIOFILT UCTION ,� ,� + . \ - PLUG EXST BEYQND. /�•1. SEE GRADING PLANS FOR RESTORATION OF �\ `� \` \ �- 1-"C? �B�p •,„.,,,,,, ...,,,,,,,nssts,N,..at", ,,ts..s•.ss-ss• r CLARIFIER s.' s DEMO L1 5' DEMOLISHED AREAS. \ �\ \ I r T ppp�,, rrr CONCR 2. REMOVE EXST LIGHT POLE AND REPLACE IN LOCATION ` � ~\\` �\' `;' LANDSCAPING, :+ i "�' DEMO EXST r'1• ,1 �y • •e ll SHOWN,SEE 900-E-100.EXISTING FIXTURE MAY BE `"'\ ` i P r+�'� \ -y I' f t + DEMO EXST 4'IRR 's i PROTECT -� RE-USED. t.k \ e•` ��\ V' II: Lai . w + ... D I "Si \. 4\•� Q SAN XST• 3. PROTECT ALL TREES OUTSIDE OF WORK AREA NOT �`'St r \` I ( �'., �.,� ,: ' , DESIGNATED FOR REMOVAL. ,�� e DEMQ EXST LIGHT , \' _ 'I1 ( f ij� ! '. + w EMO EXST LIGHT !."a POLE#44 SEE j a�• 4. EXISTING LANDSCAPING CONSISTS OF TREES,SHRUBS, \ r� I .. „-rte' • D .NOTE. AND GROUND COVER.PROTECT EXST LANDSCAPING TO '• \. •`,L-`i,; ,• \ I I I ,PPOLE#43,SEE NOTE 8 `~\ \ THE EXTENT POSSIBLE DURING CONSTRUCTION.OWNER (',,r^'^c,� \\\`` \. _'iI ' I s••,• '� , •��" ��``,` �� WILL COORDINATE WITH CONTRACTOR FOR OWNER TO S j `r �•��_ i ■ �: •• t t 1 tt t ��\ `y y REMOVE ANY PLANTS TO BE SALVAGED PRIOR TO o '[ 1 - v :k , "' �. ��-^ / t } ,�.� '`�• � CONSTRUCTION.DO NOT DISTURB ANY EXISTING 'G-,..�' \, ?, 't' �''' %• t,;. t ''''s. \� 1 LANDSCAPING OUTSIDE OF WORK AREA WITHOUT PRIOR, _ - ` \ \ . . DEMO EXST PROTECT,-=` ;IV A\ 'i "'� �'\ �`� PERMISSION OF OWNER. ` y' \`.►i ..: •,-•' SAN MH _ EXST Mw ,t d '. �): _ ' }.-` I - L DEMO EXST // '.:t 11 " ''`.`\ 5. EXISTING IRRIGATION SYSTEM TO BE DEMOLISHED IN ( , ▪ I DEMO EXST } ,k. • i*' MOW /�� • CURB AND GUTTER ``-`�� ` WORK AREAS.SEE IRRIGATION AND LANDSCAPING �� t • 12'SAN Y 17EM0 EX�R��CUR91 �• NOTES ON 001-6-005. -\ k /�; 1 I Sff;IP 6. SAWCUT CURB,GUTTER,AND PAVEMENT AT LIMITS OF , .H * `"' fi ERR S.`' /// �~" P.ROTECT / REMOVAL.ALLOW FOR 2'OF NEW PAVEMENT ON EXST DEMO EXST AC _, N 4 .• - tST�{dF►. PVMT FOR ISLAND -+ t r 41 - .• / EXST L(G 1SOLE, I 4,,Y/" / , + I SEE 2 1 i /i / BASE PER!�1 l. CONSTRUCTION, u!.I I. I I ' N I i J' // / \, J �! SEE NOTE 8,TYP { �.4 f t I ++ f / /,•- r 7. PROTECT TREES TO REMAIN. 1• ,;i, X i ,� . 1 , ;`T,J ici• t 8. PROTECT EXST CONDUIT AND WIRE TO THE NORTH OF . I: { i I i a� - �+, TREE, ; ! - I ' POLE#44 AND TO THE SOUTH OF POLE#43 FOR RE-USE 1+ . 1 ' AND INTEGRATION WITH NEW BIOFILTER SHELTER SITE i ( 1i �( t; • /_,� \\ 1 ! %,. ''' J LIGHTING.CONDUIT AND WIRE BETWEEN POLES#43 AND r••••.•' fr^^ I( ° j5 E ._ !� E, , t r t' #44 SHALL BE DEMOLISHED. Q �� r 1��f I I u \ r 1 /� II } �� 0 '"+'! j I s 1r \` EXISTING LANDSCAPING; • ---' • j DEMO EXST r t I SEE NOTE 4 t l__. ��` `. �i4. . .\ Mow STRIR — 1111 g,V. I j j PRIMARY • •! t I =" ,�+pl�r'I�, <.�7, PROTECT EXST CLARIFIER 1 /7' , I I W i LIGHT POLE " l�$tt I % \` i I 1 I �? /Ot • A � `si5 I a:`•, I I jI 1.7,_....‹,5<zz4. \ V \ . '',.' ,.: f . 'Ilk I t. : -• N 1 . gic•• `^ t °f'i : ;%t PROTECT EXST "+. r`•�p / . ! !. ISOLAT VAL - -�' l':\ 1 1ON \ fi'r iii, 113\ -I ' + "�' <'I ..:=:.:-..,z1, ii tt' ,r,�lt I f I i 1n \\,,,,.. \ '� r \• -� t ,/ ;/J{`j'., i 11 i• : • 91 ICI I . � %tom �� ,)11}' rl J • • i r it I I i: J; t t -' I I 1.,,,'V„..\\11 -v-,\,\. t\ �.`\ �, `1 _i.. ;�{� ," rJ� ''-�/• VII\ .1'.1'1'' :PIE ';ill:U.:is; . \ 7' .....--,-,: ..:" Ti.----. _I F- cn 6 I 1• * !I'I ` \I - / i . � L Y- \ \\ �`�, J • �}.. - 0�•FRFNt'.N f1RAIN t v`� iN:csif/O* � ORIG SHEET eHEET; OF; DM t. 0.zsig ORN. PAL DATE: CLEAN WATER SERVICES CIVIL - 26 106 Digital Signature p DURHAM AWWTF PLOT OREGON DsN JAB°t"Gr 005-D-102 THIS BAR IS �7 c� /+■� DATE:JANUARY 2015 :r *"'11.1°' ,�2' U -�HK FILE fl ONE INCH WHEN C1eanWaier JGi`'ices V■-■2M H I LL PHASE 5B2 PRIMARY DEMOLITION PLAN RCS 005-D-102 tiF� eoo c`v DJP Dos-D-1G2-4B5379dP: DRAWING IS Our commitment is°I••t TREATMENT AND HYDRAULIC AREA 102 LEAN$ Arm LEC AS NOTED FULL SCALE. IMPROVEMENTS PROJECT REV s DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ws 6491 I EXP.12-31-151 U All v REMOVE SLAB ONLY r f't i➢/ '-CLOSE GATE TO REMOVE 8"FA OVER WALL SECTIONS x--15.141/// ISOLATE THIS OPENING ,1_o, p, s.,o, d. d,c,. 4e •a'. TO BE REMOVED 'i"r •�1.♦:,r 7��•.. 's:•'Y t...__... .... ....._- v; EXISTING 54"PI .... r 0 I ♦�179w3di 111 X14 I /rt.►40►1.1 r►41 EXISTING 60'PI PIPE FROM HEADWORKS 1►.tr•.4.> !INSTALL •••• ��r+t•�•os_ rrr �•►1 PIPE FROM TEMPORARY 5'4' 4 ' REMOVE EXISTING SUMP PUMP I 1 t•►^a►°Am 1@ O@ o1�w°1`•Atit'1*9wQwtrItt e7@ 1@ 1 @e1♦@i+@@1@•a1ia:Atie►'Gtifii mg1•�•♦•:M.e40:4*445∎ 1*►t$ HEADWORKS I r�� ' PIPING AND SUPPORTS r iO 3.0. .��. .•.• •.�A4.•.es.i•.te.�.i•�.I��.��:0 1t .1t� CAP AT WALL ,. {J l am ♦~> 1•►4 4'-0' i I+4, T.:::. J � 1.141` 11•►t , ._._.. .. 1 K8� >r�l.�. /' I _.. �o • 3 -; , r,tcrB.iC ... I 1'4.-••114.44 41S I 1♦111 r,"z. S1 @1f I Iw@4i i►@141 t(e� _ ►:•=¢ir�41,1�0�4•�d %: `r. .._ t►1.4 pr4/. r_ --<r-. L_-r...- ._- iINA ,40 REPLACE WEIRS '1 f { i' 1/�,1 ∎4141 14141 4.40..1 WITH FULL HEIGHT rp--' ` tv•'' �� ! REMOVE EXTERIOR .,.. +@a, x@1{•1 j♦.4i 41414 I ic• 4• WALLS TO EL 161.0 ►1. r14. i4 Cf�•1 TEMPORARY ►��4 '1 ' SEE C , ►1./ N•1 1♦I 4...0.4 TEMPORARY BULKHEAD.TYP 2 -....1.441 d ��r•�1 1 '' ►►+`► ►@1111 + 1111 I INSTALL PERMANENT 12" ■�ra►et a►:1•a►'a•_w_�•• 101141 N1111 -i♦141'r CONCRETE PLUG IN Ys ♦d T^� 1' v '01' g_a__ '' BURIED DUCT d REMOVE WALL /•►.► ' -..( r44 4 44 4 +_r "? ' �1 ABOVE EL 161.0 40..• T TV.' 1 41• 11 1 � r ••' '! iNt 1 1«1q1 ►►4qi REMOVE WALL ABOVE �t t �It. REMOVE INTERIOR WALLS 01'► �-`'`'s I 1'•4.4 1 j.► EL 161.0 .r_ • _ ♦i TO EL 153.0 FLUSH WITH i F• 4 a �- I�' ' e:i FLOOR SLAB) !EL 16t0 q1�� I'+4� itgQ; EL 181.0•_1t1 jt�4 EL:.e.5O _ ". �ri ► I ••qt- r y., I { 1 .. >........ � ' 4 I cr.x_f - Ip•)- !jii Poo . _J III I uss.r, 4 it j I j `�) \\,>,.„.....-I��A� `'�` �? _ I REPLACE WEIRS WITH FULL HEIGHT A/e7,�I 11.0'.1 rr i I/, I 4 y� ' --,,,,,T""�1 TEMPORARY BULKHEAD,TYP OF 2 "Al ��►„j EXISTING 54'PI f ♦. I 44)4 0i,►^j PIPE FROM HEADWORKS III I1 1 ►• III _44*.___ i' :II, 4 i \ ,�J, wt --- DES se:r 44441 �u�e - , t 111 • III I s r' ,.a's'r rr .rr III �I -- - ^- - EXISTING 42 PI I I I i ..,. � PIPE TO PC3 \ ' .:• ..>.' _._..._. __........_......... _....... `s:= F `.' •/ ALL 3"LPA DIFFUSERS,PIPE• 1 1 \• �J SUPPORTS.VALVES,AND APPURTENANCES. ' \ INSTALL PERMANENT PLUG IN REMAINING 1 I CLOSE GATE 'j a.o�,Aetrr- - - BURIED PIPE. EXISTING 47 PI 1 EXISTING 42"PI ,tl`�^-_..�: ✓! ,/ O SECTION - PHASE 1 PIPE TO PC1 PIPE TO PC2�I e PIP EXISTING O PC3,PI \'• _--/'� 114'=1'-0' -\\\\ ._.: NOTES: O PRIMARY INFLUENT FLOW SPLIT STRUCTURE DEMOLITION PLAN - PHASE 1 1. DEMOLITION PHASING SHOWN r: ON THIS DRAWING IS BASED ON 0;40�1.111 NTS j 1'0'4►11� THE SUGGESTED CONSTRUCTION 44r0►♦1,1 REMOVE GATE SEQUENCING DETAILED IN DEMOLISH EXISTING 48'PI - •-..-,.‘.4,. ♦1 AND OPERATOR SPECIFICATION 01140,WORK .1 •11. PIPE TO PC4 AS REQUIRED REMOVE SLAB 4114414 @• RESTRICTIONS.SEE OTHER 411441.1114 REQUIREMENTS IN THAT SECTION. 144. 1 V74.•;*.I e_ ��r�.�ia I tt..•.41 I i?>t:-3044' T+r4rV "?lg747,°v , ®vv.:Ql►7rs 74 7.7•110-•••4 2. SEE DRAWING 005-CY4AREA.NEW '1••••••I 1 .. 84'PI PIPE FROM HES z 11♦a-yi®.,♦.1�... ►+44•4;04,•41411,m ►31®g3t_104,-,- -•••=-►,0•,----j.k•••• .1.♦I1 CONSTRUCTION IN THIS AREA. 1.11111411 I ite1l, - --.. 11.1 3.:- -it L ...... . @,j4' :,ip4►4.,♦11CI 3. EXISTING STRUCTURE HAS NOT BEEN ►11111' I. ► '► ►' . , 1 1 ►2.4s.' ANALYZED AND DESIGNED TO SUPPORT 1f - ,04∎0.1. --.-,--. 11@1► 0041 N►44 b1.►•I ►111. ♦ f ?►k S•4• •♦♦ I r. .. --... •h" i.♦. LATERAL EARTH PRESSURES AND 04.s.rvi_no. I r a ►A• •b 1, , .r 1 J y 1 4•, o @3a► PRESSURES FROM CLSM AND SOIL I !1p.►4ia'i;��t��. .. ---�,.' ,I�,{i' ftA,S J'T ...- _ ,�. ��" �� BACKFILL MATERIAL FOLLOWING I 4 ,. �/4. •011 .I�; Q'+Nje GROUND ELEVATION EL 187.50! DEMOLITION OPERATIONS.BACKFILL I ( 1 S . _ ►•►0 1•� ►o . .• 1 I .4 i, /�1�1 ;pi REMOVE WALLS �.►. t 1t4., • , ;` r,.�J n EACH SIDE OF WALL EVENLY TO DEMOLISH WALL AS ( t 4► j►►4i� II.p1q• ABOVE EL.165.0 r',♦� �,►Atj`'` REMOVE WALLS 00 REDUCE LOADS TO WALLS.MAXIMUM • 4 T I ►4• ®,/ r 1. t•►tr DIFFERENCE IN FILL ELEVATION EACH REQUIRED TO INSTALL 4 w 1�.�11 ►•-Q 1 1 i1 1- 4 6 1 I ♦ EL 165.0 . 0 EL 165.0 SIDE OF WALL SHALL BE 2'-0"UNLESS a• ►@• •09 .. !fit 47 PI PIPE,TYP OF 3. ,r', t-d 44 4' \ - I //►wr! x/16 ADDITIONAL SHORING AND SUPPORTS SEE 005-CY-401 FOR : 1 •4 1 + bi (�►p! �►1b ARE DESIGNED AND PROVIDED. PIPE INSTALLATION 4 I REQUIREMENTS I 44 • a4 *: ..164 ►; EGK,•J.. \ 1 L c; 3 1 1 1 V 1 , I ��►�! 10441' .4r �.�..e� �, 4>4. - ,5. �f:«: } fa AV..ts 1 4 Vi EL 161.0 ►.� , rat. I V "104'1 )4,4 A 441 os. itli I 1 1 ilt. s42.,;,,,,,,-_„.. .0., . H' ∎ 1 04 '►4r4 # e .16•• ::i1 •� ! I i; i`•i .,„,„ 7 .f( \, I t r T 't III*FJ.:Y/J , t u W. /_ li' _ . % :4P � _. EXISTING 42•PI 1 i„ I ♦ I• - . - - - ---" EXISTING 42'PI PIPE TO PC3 I_ ♦,1♦141�4�4 f t• '' _... PIPE TO PC3 REMOVE ALL 3'LPA PIPE -.11ar•4 ■■ I DEMOLISH EXISTING +11+F► - - -- 1 i AND APPURTENANCES ■- t ___ �._ .. ......... . 42•PI PIPE TO 4•••-•.��..�...�1.��4�. .. ....__ �_.___ .... o PCI AS REQUIRED 1♦4•♦ ►@11.1 ' '' ,, •I cw .•11!I� -. ----- -- •.11 DEMOLISH EXISTING '. m ♦♦w x1114.._.. ►•t.! ♦11@ 42'PIPIPETOPC2 �.. / ......... .. ......_.............. ..... ._ 1.1•.2 ►11.4 1 - + ►r•:►•G•tl .1@ @11.4 AS REQUIRED v` _ \ di O•@•11 EXISTING 60•PI o •� FROMHEADWORKS O SECTION - PHASE 2 �� 01' PRIMARY INFLUENT FLOW SPLIT STRUCTURE DEMOLITION PLAN - PHASE 2 - „4•_,_0- `c * a NTS S`E ., Fff, E - MG TE - CLEAN WATER SERVICES SHEET TITLE CIVIL SHEET 27 OF DWG" Digital Signature p MN' ERB DATE: DURHAM AWWTF O6N' DJG°"O► 005-D•501 THIS BAR IS �r� `i' c __ DEMOLITION PRIMARY INFLUENT wie JANUARY 2015 0 '"` CAD FILEE e' ONE INCH WHEN G�eanwa1 services CH2M H I LL PHASE 562- PRIMARY FLOW SPLIT STRUCTURE P<C. 005-D-501 F2�oseR+Gt E a.� I* - 1t JEG 005-0-501 495379 d DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC APPO: SCALE. FULL SCALE. IMPROVEME PLAN AND SECTIONS __ 0 Awn AS NOTED REV0 DATE BY An DESCRIPTION 2555 SW Hillsboro Hwy Hillsboro.Oregon 97123-9379 IMPROVEMENTS PROJECT PRJE 6491 IEXP. C6-30-2015I U - DEMOLISH TO 4'NPW DEMOLISH 12•FAD WITHIN CONNECTION AND CAP, THE EXTENTS OF SEPTAGE DEMOLISH 8'D TO 5 OUTSIDE TYP OF 2 RECEIVING STATION AND EXST MH 5-4 AND PLUG PIPE, INSTALL FRP CAP SEE DWG 005-D-101 Q CAP 1}•CS v 1,04. TYP OF 3 8° V 3 - lae" Cs �•♦♦ �b ∎••,A wew ew♦.••••••••.••y•♦e♦O♦.+l•••`••• ♦ ♦♦♦ O'er ♦♦O♦eeeeOeeeetO'.+O' ♦♦•! o1,,..„ t ..�e�'••♦r.►..w.►�..r.►•♦�4y. %'+.� '\ i� DEMO STRUCTURE TO• •►e�►:re0:e0:en*•••••••►• • )♦ !!♦♦♦♦ OeGeee•.•'-�`7e••••eflt-e•• ry X X ^^.ki . . ►e1♦! eel• • i"• ♦♦ OJ.�e��e�s ♦�e��a00♦•►► e� 3 FT BELOW GRADE AND yl A�kf♦y • CHLORINE )♦ ♦♦♦♦♦♦ ♦� �� 1�*�►t red BACKFILL WITH GRANULAR ♦� •y!y VALVE •• '♦♦♦♦♦♦♦•! •4 ►•t ►!' •'_"' r• r'e r @ef♦f•Of•••••••S •♦ ♦♦••• ••►C VAULT �~ • • ♦ ♦ t�0 t1N1 2" NPW ?��r FILLANDfORDEMOLISHED ♦ •• CONCRETE.SEE NOTE 3 r4: 's' ^`o a+•'i'O Oi' !tit .;y. r LPA 9'. .reb .....4.4 e' . S%.V ••�♦�•j j♦j♦j ►fit •►:►t VALVE VAULT — u"e; o:�sst�f:®:e .m•�,am�.osso�•�wym'e_a ses.�. �F.a►.e,4.ea�. •♦• o� see•®�®e!♦♦ SEPTAGE TANK ►ys •►�•• DEMOLISH 2'LPA } ♦� •*'.t.,,,44,0,4„...„44,„..,*. t,♦t • �+'y ♦��♦ (TYP OF 3j Oe •►:►4 '- WITHIN THE EXTENTS € ►'• •ta•+E i� ♦ is •• ►•t � OF SEPTAGE S< .V i z+J ... y Oy R►'•y •• iy ••♦' 2" NPW ►y� "j�j 8" D RECEIVING STATION E O ••�� • f ••e >♦ ►'► IE 156.60 r.+ • e►•--•i�iGi4ii♦! ••••e•♦eeeer"+ 1*.r.4* ♦t EXCAVATION, ` •••. •0•♦• a •••ee.e♦0.e.4 e04 •eie•••• f•e'e'e'e'•♦♦0'- L 158.0 " ►•► CAP AND ABANDON �O••1►•O~O i iy�•:r♦i♦s••♦•&'O 4E••'a'♦•fJ0 f••f+l O♦•♦♦♦•••♦♦••A•O•O•O'O'O�♦'♦•♦•�! EL 157.25 •• ►` :.." �y �t...a a�1 i 4 w.:,4,•IN PLACE ` •r•••'s'*''''"*"•••••••••••♦l•O'w•••j•O•�t•4•a•.•4irar•••♦%♦O♦O♦••®♦+♦♦•••♦♦******•••4.4 •4 4♦•.•♦•••♦♦4♦i�•♦ .. eO i-O:O_�.,`�`V*mot�,'T�•�,►t.�ia�.►� ,',.i El 155,0 ♦9r I.ie*eieee••••• 41.4•4,44•4, 47 e♦ •♦♦•••.eee• ♦•♦ ♦ to♦•� ♦e t►• �t ••!•it,••••••y••••••�•'•••Lt 4A:•t•t_.' t•e•♦•.•♦ ••:V.",•ft••t.♦••••••••••♦ •••• ►•►•`. H♦e♦•♦•11, ••9► ♦ ••• !•►• ♦ IE 157,5 ��.��. yam. �� areye►e ♦♦♦♦ •♦ ►e•e•1.41414 ••0 • 2` NPV1 I♦ a iee ♦•♦ •• • I• 4 ► , •♦.'••♦:•� '••f♦ , EL 155.20+ • e e•►• ie t•�� ,A,a.;4t e t f► 2° LPA DIFFUSER •f.�e: U N (1.4 I 1 i-- ( .1. -.:.,/ B (ID NOTF-8: 1. PLANTEFt/LANDSCAPE AREAS TO BE GRADED AND FINISHED AS SHOWN ON GRADING DRAWINGS ----1 i r‘ , -1,... I I I \ *-(r---141/1///' I° ' • L__J , , ... o 20 40 60 a. x Ca , ... .. ■1 I --------.... •••-........„. -."---••••• ...... 4 S': . Scale In Feet \ i I : ,'-•-•••-"...'-'-"------_,_ 1) ' \I x ,,'''''„.,,,,'----- ....„,........,, •-..,,,, -:[-,),I 0 ...... ,..... ....., \ - r I . . . ...., \ :••?ieks,.4-,:,..7, 1,, - \ 1 _} `, 0,40C awv, ,,: !.• ss..„. \ ..„. ■ II , )il ,,.. 3) / \ '''' CB 0 ..1. 377 / ... \ \ . •II I i I li 1 1 II I 3'6L ' 1°I ! • /, i \ I i I •t..i •I / cL-1 lift,4 IV ,,, ...--v-^c"\--,_ I I < g , .• A . \ \ y _ ,...„,.\ -----t. ,:i ____„ •. ;: .„..., ,. f. ............, ,,, a, ,„..ii,i j„.._ . \ \ I , -----..-1, ,----r., n 1 1- .. ' ," EXISTING LANDSCAPING, / -- .7 .--7-7 I ...',) 41'-.4"Eur_.,r, 1 irr! i , •■• 1., , tO .. CO .I 1 (... j 10 r k.....,,) . i SEE NOTE 4 ON 005-D-101 ••1-'-, ,C I 0 (I. I t 1 AlKiNA END .^..A : 1 1 ss1 . f‘ll'?'"frl'):;'"r; - SIDEWALK 1 I a . -: I ........... ..-, ---• 5'CH AINU PRIMARY ii.._ KEY PLAN y-y-y-,-,-.1-1Th-f--\--Y-N--v-y-ry-f-y-e--.-y-y-,..-\----erreT ■. , --•X.- - I I V ", CLARIFIER 4 . NTS • • +ffisi itt e e ..) .„ ,, , lit PROTECT EXST Astik i • i 1 I -•ea- STRAIGHT ARROW 1=4,41M• 4-'•sms ',.4' s I 1 '' I I •, \-..,_, •.-A-,t_i.,..,k_t_,,,,,,,,_k_A_„_„„„,„___/„..„.....,...A_1/4„........A_..._.k.A.),,...„....k_......A.},...A.., ' II ..1 RV DUMP STATION (WHITE),TYP OF 4 00.5.a.50 c, • -• CI .,1 1 \ \ \ i . ...i.l "••••-s--'• . I .• .7 1 • 14860/46... I 1• ' \ \ - •111 '''''.---1;').*-I- 4. / -•.'• il SEE NOTE 1 e. \ \ .....,......................................................_................. _... ..,••---• .. ........................... . ; . \ \ / 0,3 :I CONNECT TO EXST i, .-." k // ,...•/:-.. AC PVAtT CM •••.. .. \ \ r .• ..., ,.., CONNECT TO EXST k 4 > 4 > N . . „ r AC PVMT ED .. .._. 4. •.. r.• , :: ..•• i . t. • ,• .. ,., , -,-...'..------.11111 -' 1 '-11 al*. 41> , ,, ./ / •, ••• „ .... \J-, .. ,., • --- . it' .. I DASHED YELL*STRIPING ,Yr/ • 13(15-C,..i...4°2 N '''...,., .... r' ;'''' CURB AND GUTTER * ., , • t 4 • 1 18 '".„, •-., ..., .... , '''',9 :JO ,1_,„ 0 UFtB AND GaTTERK12250)--i''',.,... ‘,... .---"s--■ ,-------* "" , -•... : ' *K ,:,,..CED . \\,,,.._.,-; ' •-, .r- 1- ..••, -...„. -, •-- lik f..17:. -., li> . 1 EW AC PVMT(2220) i NEW RV DUMP STATION • . • • 2"OVERLAY ON LOOP, RESTORE EXST PAVEMENT,CURB, s 1 • • . SEE PAVEMENT AND CURB AND GUTTER DISTURBED ':1.' -MA ' I: , III ,,: 0 t • RESTORATION DRAWINGS FOR PIPE INSTALLATION 4e> ,05_,__5., 40, 005-CL-502 WI Ai,, ) g till -1 I 1 NEW CHAIN LINK r $.-. ,.... FENCE(2030) ••,,,,,,,......., .••' ___--. : , - 'ic.. , ..4"-r,...4..."1 I • ' 11%.;,, : /'''•-•., .• • DOUBLE 4' _ • " • • '''t\• YELLOW 4111 .a• CONC PVMT(.2230) .• : • • -.„--<TRIPING •• .4111 . iiii...... CONNECT TO EXST 111> • • ,,111 1 • .• ----- ••••• • AC PVNIT CD , . ,.. ;14'r-s„. i - . ....,. ' • , rtI , r... , ):: • i . ,I'' \ -,..._.•• ... .. 0 _----- CURB AND GUTTER .......mmilinick .---- , . # CONNECT TO EXST '.. --- -108 .r.1 't• ... •!' I 1 , `,, •-,... • 7 , _ . . (2250) I. . ,.. ...... CURB AND GUTTER . . 44 4fil • / . • ^, -,L•tP-.1--.1 1r WIDE CONCRETE RAMP ‘...... /' ' .. '''',.., 41#4 ''',,,,:'••,, , ./.-- ----''-` .,' - i . :. •...1 Jim 13 WIDE CONCRETE SIDEWALK \ . .....,....j .. - '''' '`, PEDESTRIAre. ;-TE l'''.. ----- - ---- .,•-•-"-=-., --...•:"'"3-.'--::•:-Nin111121.111Mi lir".-...0 '' ' --P1,'6'WIDE CONCRETE RAMP C:77, -.... 0 (2031) f.: * '' 41:■■ 41f-11111111111riaill __.,it?;I ' ; ..,.. - ,... `...\., ,...-/ MATCH EXST ,..... ' ti.gmmira-iiii ro: ,, CURB AND ',', ,N4.1. ,,, il I REMOVABLE GUARD POST GUTTER er, cap ..-- -.. STRUCTURE 220 OURS AND •''' adh„, ,r , , , ,....,....,_, DspiNAci.,E.DLAN6. , , ,,•TypcENT...,„Ez ,.. . ,.. LAYOUT COORDINATE TABLE e\ *CHAIN LINK FENCE,, , , .„.., (2220) POINT DESCRIPTION NORTHING EASTING s's -X-/- 2030 \I / 4:1':',N:I 1 :A'111164-': !I . ':1. 4. . . . , ,......., .: n : - : s, 1 4, -i, .•::: >,''N NO. / ',,,, / 101 BEGIN CUFtB AND GUTTER 640786.56 7620279.01 FENCE MOWING i • '', ,,,,, N't.•___-„,- STRIP *,433) • I ! I , ..,--,/ i . 1 .: ,, ,`-:, --,.. PROTECT 102 CORNER OF RV DUMP PAD 640790.98 762042194 -4. i;,I /...**,,,,..... ..,d 1 I '-"----'.-1.1 a 103 CORNER OF RV DUMP PAD 640790.73 7620433.93 / .....--,.. 104 PI,R w 5' 640781.49 7620484.02 i i N), I o c 4' .4., ,r, , . 0 ---- .- ! i -,.. .,_ f!:. I. '' MANUAL SWING GATE ."-- ,‘ ,,L,IGHT,, POLE 5".7"Cks' IT. 105 PI,Rw 5' 640746.10 7620476.30 / lc. ••••0•„.. ..i I . 1 CURB EACNTDTGOuETTXSETR -st,„ •'''',...,,,,,,,. ''. r'AP-) ;14••=--- 1 . D/ f \ I i i 1 it PRIMARY SLUDGE PUMP 106 BEGIN CURB AND GUTTER 640748.15 7620387.60 j t..4 -.,.......-/ • * ,,•:11: i i, , STATION FACILITY 330 ‘,.. .... . si • 107 END CURB AND GUTTER 640748.63 7620367.61 S.** 'N'ts.,,:,t, e . 16 „:4,_.,.., i, , 00,_._-.1 ) .. f: : :- , --- EXISTAG LANDSCAPING. P Le 108 BEGIN CURB AND GUTTER 640719.39 7620352.40 '... -"-"j AI>, I F-- I IIII 4 : • c!1 ,• SEE,NOTE 4 ON 005-D-101 .., ...,, 109 END CURB AND GUTTER 640715.99 7620498.40 1 •,,.4•••••'-'',.,,, (a) • . - r•-'''•-• '‘, 1 [.: t .,,- il 1 . . .. 110 CENTER OF ISLAND 640755.60 7620515.57 a IIII '''J-'--'11•4-,,,,i • / 111 CP,R=3' 640689.59 7620536.88 Nicol.i „ e,.„..,‘,..?,,c i, \ ,/ 112 BEGIN CHAIN LINK FENCE 640717.95 7620349.70 * : CURB. CUR CED 113 CORNER POINT CHAIN LINK FENCE 640717.94 7620389.89 kii.. • HEADVYORKS i 0 . )11 itir i , \\\ / 114 END CHAIN LINK FENCE 640644.87 7620508.91 + k1"1 Ilir . i 1 i i \, ,,' \ / ..9 I .1 ill , , I RESTORE EXST PVIAr DEMOLISHED 115 PI,CORNER OF ASPHALT 640791.66 7620553.67 0 y a ,.. ,i. I : , FOR ISLAND C ION ela PRIMARY A • 118 END CURB AND GUTTER 640748.26 7620470.64 • Z) \ :2 117 GATE POST 640687.03 7620534.86 * i:4 I I-1:- $ 1.„" .11 8 • CLARIFIER 3 , 118 BEGIN CURB AND GUTTER 640697.51 7620518.04 •••• ® • ./.''' . '....,,,/ i,:,' ' PLANTER IS D,*NOTE 1 .1 I I ,::?ARNO:8:9 I l'.141'').. I ) il CO 1 j' 1 C 119 PI,CURB AND GUTTER 120 PI,CURB AND GUTTER 640691.87 7620511.87 640683.67 7620511.65 „.- '''' ,.. 7•''.: • '.-.. •® • .• • - „ /I: ....._, I I-,:, i ',, . ,I iet, 006-C(.42 - . , ;.,. a) < 121 END CURB AND GUTTER 640677.67 7620517.33 1 , ,,4 -1---- - - - - LI .. : 122 GATE POST 64070177 7620412.96_ . _ -_ - - _ _ - - \ ,N.. 01- MATCH LINE,SEE DWG 005-CL-102 ....v:..? ' = .1. 6571SPE * C..) I - DWG It 0 SHEETTrILE: SHEET 29'106 CLEAN WATER SERVICES CIVIL Digital Signature 0 ORIO DRN PAL DATE DURHAM AVVVVTF PLOT DATE JANUARY 2015 OREGON 1., OSN JAB DWG* 005-CL-101 THIS BAR IS CleanWater-4\ir Services CH2MHILL PHASE 5B2- PRIMARY SITE PLAN _ PLC II: 005-CL-101 4, Pit. 0 s,0 it2 _ CAD FILE N ONE INCH WHEN "C' CUE Our commitment 1.1 den TREATMENT AND HYDRAULIC AREA 101 o DJ P C05-CL-101495379 dgn DRAWING IS DATE BY APv LEC Ft cws APPD SCALE: AS NOTED FULL SCALE. REV It DESCRIPTION 2550 SW nlitsboro Hwy Hillsboro.Oregon 97123-9379 IMPROVEMENTS PROJECT PRJ t 6491 I EXP. 12-31-151 C.) MATCH UNE.SEE DWG 005-CL-101 _ _ _ ■••• - -■.- ._, -.... .....,,,,.....,,,"'-•;; - ,.....- ■m. - , - - ... - - .--.-- - - N ',7:-... . •c L - ''1 1 MI (I-2) () ; : ...- - . •.4.. • r 4.t.' -..,.,....t ••••":•:,,„,, s‘k...,,,N.i...„,... CURB CD -`:-', -L- „ : , , warm . ..A .. •- . -• OM NILAND 1,.. . 1 ,REPLACE SIDEWALK PRIMARY CLARIFIER 3 .--' +Mt I''7_ //11.._.7 0 20 40 SO *"..• -' 16' 6' -14•-- 111.11h4 g. • --,• '• ..:. ,•■■ ■ ■■■■■■ *.-"---., i 1111 ii : * ALLMON CI) / ,r . Salo In Foot 0.e. 4 07'3' r I Zit • . .. . ' ' . .:'... .1 '- ' , .."7-1 li 4111411P'I. e .. 1,, 44111111k 1--L'In: 1- ,!',.i ! p•,, .. •4M1 axviiii 'c I . •i'.- iiii , , ..; ,, , I 4,..,,•co+ 41„..., r1:..,.... 10..,17,.j.„..... , e:lii...1:::\\\,...,......: ::e..............., .,,,:,...,*......7::..........._FLOWEXST PRIAMYSPUT STAPLCTUREUENT ,.....„.„...„.....""f01 1 ? : ' ' I / 4„,-'• ' ''' '' / , I•*: ...... / 1 ---•71--M-tiolig. iy-- .. - , ,... k_,) • • I. I c. 1 --_:---: . wi •. , . • ni -.-, le li' t. - / . .... -. i ii 4,6A iliv _ , • N..„,... „, / (..+7. - / .z. ''',\-.Lsi O'' „C4f4) ' ' 1.' . 1 ••■ /1 / / / z ------ ...... / t i. %'' • / /,/ ri,44 .., ..... . ,..„.. --,,...0„:4 A --„,.,... tie) ., ., , , ,, ''''''''' '•10FILFuTuRETER 7/ 7 •- • off:, _. •.....,..70 riiit .,,,,, :: ; .... . .4.,.i.,.„... ,...---., , 2 it . . ..; , •2 / / . • :i ■ .I 0 It . .“../y-' ,. , -„;-,---- it - -ttv"fe ' ... .- x 'kir, s' -.4.., . •,,.., •-__... -. ....,... ...„„ / ..-• .. -1 h. -..• :, ,. ,,I , il ,........„,,,, ,... _ A., ,....i, ,/;,. \ 4.1,• ,'„,, ; ...›.,, .,, ' ' i , ... i• f • ‘s..,.....„.N.,`,..„ •■,... ....,^4- / 7/ --........L i, • 1,1 . 0 .,, -. .,....,..,. /, 0 i _4 --•--.... , 1 r %,,,,...„) / ,, 411••44.444 ,./ .. • •,.. ?..„ / , ' . .. ,, ..0 I 1,13 / 7 , ..„... i - ta • , ' PRIMARY •..4.i 1 , NOTES: L.,. .," '4'Is-1 .1.c,,. ,,,.."--,-,„., a / / .CLARIFIER 2 1. PLANTER/LANDSCAPE AREAS TO BE GRADED AND ',4,.... 1 \ C' , ; I‘•4r - 1' FINISHED AS SHOWN ON GRADING DRAWINGS. "st§kkt.ttc it ,1 • . / , ! . . ;;-';'' 1>i<1 / . 6•44.,' '4..• s....”.., i • • I . '•d i'. II i BIO ILTER tt ..,... .. i 9.CMAINUNk U-I .41 4 > ,.,• i 350 41f, .1 1 in A..„,,. i ,... \...\\ 1 0 it' lc, ° „---'------------' ....... E5(ST(2221) ..."-•.‘• • 4,7, '•.. 1 It 7 VII i 0 ile""---‘) ..• PLANTER ISLAND. SEE NOTE 1 44‘. ,CURB 2251 j.tifik. GI II 0 I Its, `,.......,..... '',.., •••'' -----.:::. i fill II i T'\._....., ..‘. '‘.... • / /CONCRETSBIDEWALK ",.. .• -, : 1 er I 6' 14' ' g'' ' • r ,... ' 111U 1 .1 ,• I• 1..:- ': RESTORE EXST AC PVMT DEMOLISHED %•:111 1 ism 1 1 1.....I1:.....i FOR ISLAND CONSTRUCTION 2221 I ' III: ' I -[.,- - Jill I ..„-"/ (cu2:8°-ANm:---)' DGy,r183..,--- ,„--------E------■"" (450) / ,-' --- • - \ --...„.....\ /Eh 1 • i:II I I 7 I ''' 005-CL-502 ;• I ',•.11 I ; I / \\\ 14 ,/ / , / •.` ." / ..• 40P '' / .''' / ,,:• ,.I., i • .11111 Al 1 • .' ,. ;''''-s-----•"'•'•--PROTEOt EXIT CURB . . .,„, ; I -t .:1 1 I I ii . . , . , , AND GUTTER OR REPLACE 1 I I ‘---,-- - A- ANY DAMAGED CURB 2'4. r ... 13 .. . ,. , E3 .. . i . I ' .1! I l •' . AND QUITE'IR 0.2._)50/ `L' 0 • , 4 • i a • .01. 1 • I .1 ''.1 i l a .........._ A K.., ° , 1 r - 1 - • ; PRIMARY • / CLARIFIER 1 IN NI mil 4: • * • • -, , , ,_, / . _ c'D •-A.Via,,,,,_ <> . otir,*-- ...„ .,.., \\\As Z I i .11111 . . . III. :' I 1 IN-I , .. ' 40 ''. •-•.,,, ',. i -I ,/ 1: I i MEM ■ . ii: v• • ,. , I ‘: I .. 1 -I • 1 1'0 / . 1\ 11 i 0 s , .,.s.\ '''-• 4 : :i,, ..,, I 11 I 1 -• "...., ''''""-,.- . t .. , e!.,,,,,444- --,, il e ' • ',..„„ s i 1 / .0, --, .... •\ . " ' . e ... . , LAYOUT COORDINATE TABLE • y p,-- ....„ ,, , : ..., ,.. .......„ .... . n , ,4, * POINT DESCRIPTION NORTHING EAST1NG • ,.". ,•. , • 1 ,.' 1 I 'I, \ '., 1 I NO. s ; a - . 44 Lit ' ,1...‘ .-4-. 201 CORNER OF BUILDING 640303.01 7620610.20 • 1 li \ ' 16 cy 1 ul § 202 CORNER OF BUILDING 203 BEGIN CURB AND GUTTER 640372.55 7620653.06 640367.31 7620661.57 • • • 1 \ 1 I I I 491 ''''''•,..,,,, • 2."--- 204 END CUFtB AND GUTTER 640423.88 7620696.53 4 t 1 • - I : - aix1 . ----------------,-- „, ..,,, „N 205 CP,R=3' 640361.22 7620527.62 a I if.' -„! I I i,.•1191 , \ + 111 . a 206 CP,R=3' 640411.20 7820529.00 • 1 : 14 q111 1 ,r r 1,: C ,......,----......tk,04, 0,;.--%, ,-, k\ 8 207 CP,R 3' 640515.16 7620532.07 • 1 ; i I 1%. ' .if,N\ II . .,,,e-- .... . .... -..,,, A&D PROP( e 4\,..7.-.. ,,,.% 0 oe 15/16PE ORM CLEAN WATER SERVICES SHEET TITLE: SHE ET 30106 DWG S' DRN: CIVIL Digital Signature 0 PAL DATE: MinMilM DURHAM AWWTF - PLOT .1TIREGON ti DSN: OWO 0: DATE:JANUARY 2015 JAB 005-CL-102 THIS BAR IS CleanVVater.i.Services CH2MHILL PHASE 5B2-PRIMARY - 005-CL-102 CAD FILE* ONE INCH WHEN SITE PLAN PLC 0: s t E ANt4 CHIT: "E. DJP 0064L-102-4063794T DRAWING IS Our commitment is am TREATMENT AND HYDRAULIC AREA 102 APPO: SCALE: FULL SCALE. IMPROVEMENTS PROJECT MS 0 DESCPUPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PRJ t 6491 I EXP. 12-31-151 0 LEC AS NOTED REV 0 DATE BY APVR r 1.-10- 3/8•X 2 1/7 STS BOLT T W/NUT 8 NOTCH WASHERS NOTCH To TOP OF PIPE 3/8"DIA BAR - L 3/8'X 1-1/2'BAR LIGHT BROOM FINISH COTTER PIN 1 12'DIA PIPE PARALLEL TO SLOPE\ I _� .—�o 4'SANITARY HATCH,All SEE NOTE 1 4 In II 1'-0'I COTTER PIN _ 5'X 5'X3!8•PLATE(MIN) '3/16 • DIRECTION OF TRAVEL DRAIN HATCH, I SLOPE TO SEE NOTE 1 DRAIN ---------------_ _ --F b RV PORT OPENER ,.x,z•GALVSTLPIPE 3/8•x6•ABWMUTS& \_:::PAD © NTS THREADED AT TOP END WASHERS(2-REQD) SLOPE TO I DRAIN I I BURIED GATE / 1•DIA STL ROD THRU / \ 7 I VALVE,SEE(, ) STEEL PLATE FOR I 3"IPS I / / PIVOT PLATE E 3CH 80 12'STL \ iI r / PLATE PLATE i T ,i@ ' GATE POST 7 5'IPS SCH 80 \ �' I �HOSERACK SEE(15720) 7 TOP VIEW \ I 11■. 9. 2'NPW FOR / ��■■ 3/4"HOSE VALVE, CONTINUATION, 12'STL PLATE 1!4'fQ"DIA STL PLATE �� SCH 40� — 1 =. 2'J' .SIM SEE 005-CY-100 _ WASHER(TYP) 1/4 ; - A II ( CLEANOUT _ (SEE 5154) 2 AND , I err i �� I 4 GATE POST I. �-'" 7/16'DIA* �ril \',�10•-0• 5•IPS SCH 80 1. • 2 1/7 IPS 1'DIA STL ROD / I \ / I SCH 40 PIPE TYP \ I THRU BASE PLATTg' PLATE WAS STL ER , COMPATIBLE WITH ISM LOCKING PLAN DAISY CHAIN OF N SIPS 3/8'NQ 12'x 5'SR PLATE(r'P) LOCKS,PROVIDED BY WITH 1'HOLE DRILLED 1 12' OWNER. SCH FROM END FOR 3/4'STL R_ / *PROVIDE 318'BOLT AND NUT TO SECURE ASSEMBLY (NOT SHOWN FOR CLARITY). DETAIL A DETAIL B DETAIL C STANDPIPE 3/B'DIA BAR (11) 1'-0" 16' SEE DETAIL A 8" PIPE CAP 4"DIA HANDLE-OPERATED 1 SEE DETAIL C SANITARY HATCH, I '., GATE RAIL HOLES FOR SIGN MOUNTING 12"STL ROUND STOCK SEE NOTE 1 /- RV PORT OPENER ( 2 12"IPS SCH 40 / SIZE AND SPACE AS REQUIRED ll SEE _' . FOR DIA WELDED LOOP A FOR CHAIN 8'CONC SLAB �I O GATE POST \ 2 12'IPS SCH 40 , "" , GATE TIE-DOWN POST a • • AC PVMT N4�12•L:W,T&b'T:::NN. IPS SCH 80� N ' 3'IPS SCH 40 PIPE COMPACTED m� V BACKFILL in L 8.III_ NO PARKING SIGN,• J / ENGINEERING GRADE t'•..I - - - - . Il iv REFLECTIVE ALUMINUM EDGE OF• tat* 'o • .1,t .yd.,°.,' ,, FINISHED ( SIDE OF ROAD 16, ROAD IIII-IHI= =I1 ' -� ` I FINISHED GRADE N IIII �! l ' j• +'• it1.4• '� ;;;7∎•,• "r' :i��S Di NOTES: .Q 1"�: • \ r...:.�. . .,4, 1. HANDLE OPERATED HATCH EQUAL TO BASE COURSE �_4'SAN INPUT -/// • _ •c • •C/� 2'D WELDED ROUND STOCK LOOP ,�� a. 'OPW MODEL 05425. 8'x4'TEE •�Q N.N._ FOR CHAIN`2. PROVIDE ZURN 1398 WITH 3'BURY 8'SAN,IE 167.20 q 9 r 9 C A••V b DEPTH. FOR CONTINUATION, ro .j SEE DWG 005-CY-100 )`// 3'DIA-4,000 PSI CONCRETE FOOTING, �j / SUBMIT FOR ENGINEER REVIEW 18' 18'x38"DEEP SECTION __ J 4r'°L// CONCRETE MANUAL SWING GATE FOOTING v' �— // NOTES; 9'•C •Q •a c:.._-/ 1. ALL PIPES SHALL BE ASTM A53 CLASS B. CI RV DUMP STATION \�'r © MAN UAL SWING GATE 2. HOT DIP GALVANIZE STRUCTURE AFTER FABRICATION O 12'=1'-0• V-0. �' NTS PER AASHTO M181. CO 005-CL-101 005-CL-101 3. PROVIDE TWO(2)POSTS AND CHAINS TO LOCK GATE IN 005-CY-100 OPEN EPOSITION.FIELD LOCATION TO BE APPROVED BY �� PROFESS,, E 4• ee71SPE U °"1° CLEAN WATER SERVICES SHEETT+TLE: CIVIL "¢E` 31°F 106 °'"°: O Digital Signature p PAL DATE DURHAM AWWTF IIINIM DSN JABDWGft 005-CL-501 THIS BAR IS /r�� c ____ OREGON w%:JANUARY 2015 t2 I CAD F�• ONE INCH WHEN C�eanW�er Serv><e�s ��H I LL PHASE 5B2-PRIMARY $ITE PLC 11: 005-CL-501 9tiF4'"y++�'eoo DJP OOSlx-aot 49637o.aya DRAWING IS Onr commitment is clear TREATMENT AND HYDRAULIC DETAILS <E ANN o APPO: SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT Pn i 6491 I EXP.12-31-15I �j LEC AS NOTED REV* DATE _ m• Ate+ _ - _ V 6' 6' CONC PVMT U 0 CONTRACTION OR t7 PVMT� � AC PVMi �— FINISH GRADE 0 CONSTRUCTION JOINT Lo h ' . ' 17 TOPSOIL /.& THICKEN AC PINT TO :.:• - CONCRETE MATCH CONCRETE AT /11 �7 �.::.:�. .:�,.�. .' •#.".!....!��''� FOUNDATION .A EDGE,TYP BOTH SIDES - 17 CONTRACTION OR BASE COURSE TACK COAT / CONSTRUCTION JOINT • ' /�\\ CONCRETE PAVEMENT(2230) `COMPACTED / • GRANULAR FILL / 7 MIN / CONTRACTOR TO DETERMINE /.a\ REQUIRED SLOPE TO MEET OHSA SAFETY REQUIREMENTS O SECTION - /t'OVERLAP / WITH APPROPRIATE SAFETY MEASURES 1"=1 005-CL-101 / NONWOVEN GEOTEXTILE \\\ , // m \\�r// _ f _ J It 9' _ \\\ \\�r/ COMPACTED Z DRAIN GRAVEL GRANULAR FILL CONCRETE CURB T COMPOST v r PERFORATED DRAIN PIPE,IE 157.00 2251 17 TOPSOIL PREPARED SUBGRADE 7 AC OVERLAY 2% 2% 2'AC 2% — 2% I///////////////. .....• \\\ \\�/i —____________\∎_\ 17 BASE COURSE so w,-i. 9•:. e7 \\\ \W(/i . W i%;:•7 .fci. a TYPICAL BACKFILL DETAIL PREPARED o-3bc91,03 314"=1'-0" \\'\III\\�(// \ SUBGRADE A / v v// 005-CG-101 \\\ AW// \\\ \\% 005-CY-103 005-CY-105 PREPARED SUBGRADE w U a co OSECTION 4. 314-=1-0- . 005-CL-101 I O NARROW DOUBLE NO-PASS TWO 4" YELLOW LINES CONCRETE CURB NTS /-17 COMPOST 005-CL-101 2251 17 TOPSOIL r AC OVERLAY 2% % 7 AC __ __\__■011811019•81801116W ///////41,2111.II///////. 17 BASE COURSE B 8 N VAS/IAN/�//////// �/� y/� \..'-' y�� y/' `__________-��__�id f .�,i:��% PREPARED Cb , G2ZZ2 =Z3 o `\�y�� \ ,,i:: SUBGRADE / \\\A\\�h �--- PREPARED SUBGRADE © 4" YELLOW DOTTED LINE O STRAIGHT ARROW (WHITE) n NTS NTS OSECTION 005-CL-101 005-CL-101 a 314"=,-0• p 005-CL-101 C 10 �S� O�PROfESS�o j l671WE V . GNG SHEET TITLE: SHEET. OF: OWD f. O PAL DATE Digital Signature Q CLEAN WATER SERVICES CIVIL 32 106 u DURHAM AWWTF OREGON °E"" JAB°"G* 005-CL-502 THIS BAR IS C1eanW Services CH2M H I LL PHASE 5B2-PRIMARY DATE.JANUARY 2015 005-CL-502 ',. w,, �� CAD FRE f. ONE INCH WHEN SITE F- ORK DJP >9.� DRAWING IS Oureosaitsutbolear TREATMENT AND HYDRAULIC DETAILS � . <-EAN- LEC AS NOTED FULL SCALE. �� APL „P,q„ 2550 SWHNIIbOmHWy. HIIibao,Orpon977239379 IMPROVEMENTS PROJECT Pews 6491 I EXP.12-31-151 0 1 f-vvwv'l-v-rYV( li"�� ) a. �a-� L, t ( �1 ry 1^ t LP (VY} AND DROP (NE) Cam' %+D v j't II:: .2'T\ c i' n " � ( j�: i� y i ,., r' e, SIDEWALK ® • e.,,� - • y N DRAINAGE GRATE. '.` It RAMP,SEE DETAIL OTECT IN 005-CR-501 z . ``•.,ti_ d GAc - PR :PLACE ►_ 0 .— .pR •• e r• ••. •• •% SW 85TH AVE w• .. �.,,:• a c Y::•� s _ I Cl)•• �(1 -.4 . t ••r ••z 'IN Z I•v J + H , _. . _ � - ,, ).:/) -).--(-14 A.{7.2 „ + k k k X \,-I t. EI j 7 ,> '• 1 NOTES: LEGEND: 1. ADJUST ALL VALVE COVERS AND MAHOLE LIDS TO FINISHED ROAD GRADE. r 1 OVERLAY ONLY I---1 005-CR-102 2. FOR PAVEMENT TRANSITIONS SEE/ \. O05-CR-501 _ GRIND AND OVERLAY�� — / 0005-C\R-102 -_- NEW PAVEMENT FI 005-.--... j rv� r Y .i 1, - ti� I I Llam x Fes. -/�-n..\_ti. —_-^mss :J Y' /\ • ... 1 _ti./�.YY. ,J \ ,—�•- ....-_. I ` S ... _:.:':'.:': aim T , ) DRAMA, GE GRATE, ' DRAINAGE CiRATE (NO UJ ......!!! o L ° o c o '+ o : } o$ PROTECT IN PLACE 5 o PROTECT IN PLACE •S o a C) _.. ~ Ct i,• _ - - -. save .. ;r lJ v , r .t LU wnlwQ: 1.6 RUMBLE gh I •'•' O • w SW 85TH AVE STRIP ooS-cR-SO, \ ___...• . . . .. IiiiNiki.„%ii. Allib....:1111‘1111111114-'—i----.7-;\:-.7z7...7...1711.! '111111' 411111.:::'....." r;• 1 •- ..^.•:.. ..... ". ..„\ ..... •. - - , - _ ., N. ..,.,..., ...: •,...0 v.. z__, :.-- .. oNi _........,• ... . g r' m T r -- .— `-'. - w-�s_ .•_. . I I• Q AOTE t � l� 1 5,L _ x i•IC al*, i F7 1 I I ' 0,1ri 1 . .... , j• ZS Z co o 0 20 40 60 tij U) C 0 Scale In Feet E co PROfFSS E �••. 5571sPE C.) -aw °'_'G CLEAN WATER SERVICES SHEETIITLE CIVIL SHEET 33 OF 106 DWGF o GTS DATE: �vI js' DURHAM AWWTF PLOT Digital OREGON ti CHOC JAB°"G'° 005CR-101 THIS BAR IS dean dk \`'Services CH2MH I LL PHASE 5B2- PRIMARY ROADWAY IMPROVEMENTS �C;JANUARY2015 005-CR-101 9tiF�wrt1, \06`� CAD FILE B. ONE INCH WHEN DJP R.101_4 79.dI DRAWING IS Onreommitmentl.cI It TREATMENT AND HYDRAULIC 85TH AVE <EANN� /WM SCALE. FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy, Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT LEC AS NOTED ,REV DATE BY AvvR PPw• 6491 I EXP.12-31-15I U z N.�� , ..--,,,ev",'"•,-,,,m,,) ,,,e, 1 0 20 46 eo Y7 � 2 Scale to Fast S `� '.f?t r i ^"" t< r �` ._—.- i ` f. � I^h. , •e-- ..'-'-'-'\ , \s„:,,, •.•.1) ' - - —if ' . ' ir-Y,,,-.4•-•r-sr(lif 1 ... .,. x u >,i--... 7 — ` — — �, xs — III �s��i — 1 LA . _.. 3 PROTECT N PLACE ^ £S C w C,111 0 ateN ` _.—._.._._..._._hi. 13+45 _ LLI + f.., r r , :'tf i{N°u.N.,, 13,,,'.cr 1, ♦ tlu r „+ Y j 7 I ® ".," AN g , if < o y is 1 in W ,..,_,1/4}.......• ...1/4.�.� I i I • y^ LEGEND: i OVERLAY ONLY I I i i I i i'LI \ NOTES: f C 005-CR-102 1. ADJUST ALL VALVE COVERS AND MAHOLE LIDS TO FINISHED ROAD GRADE. /-2 . GRIND AND OVERLAY I 2. FOR PAVEMENT TRANSITIONS SEE l . 005-CR-102 005-CR-501 -_- NEW PAVEMENT 1I 005-CR-501 7 CURB AND GUTTER 6'MIN,SEE NOTE 1 8'MIN,SEE NOTE 1 CURB AND GUTTER 3'ASPHALT iOVERLAY r -� __. ///, „\\ .. _ �.. .., I WEDGE GRIND TO TACK COAT MST AGGREGATE BABE PAVEMENT v r AT GUTTER WEDGE ORM TO BEFORE OVERLAY BEFORE OVERLAY MATCH EXST ELEV AT EDGE OF GUTTER MATCH EXST ELEV AT EDGE OF GUTTER PAVEMENT REPAIR - OVERLAY ONLY NOTES: 3!4,=1-0. 1. TAPER OVERLAY TO 2•AT GUTTER. 005-CR-101 005-CR-103 A MATCH EXST ELEV AT 6'MIN,SEE NOTE 1 3'ASPHALT GRIND /r6'MIN,SEE NOTE 1 a EDGE OF GUTTER OVERLAY PAVEMENT r t7 Ili I. •I TACK COAT EXST AGGREGATE BASE EXISTING PAVEMENT MATCH EXST ELEV AT EDGE OF GUTTER n § © PAVEMENT REPAIR - GRIND AND OVERLAY 5 3/4 '=1'-0• V) c 005-CR-101 C t- 005-CR-103 e �S� .- .•Nip E •°ATE CLEAN WATER SERVICES sNEE1n1 E. CNIL SHEET: 34°F:106 °wO` Ihgitalrs gnatare p DRN: GTS DATE: DURHAM AWWTF PL°T OREGON 15 Cl r m CH2MHILL PHASE 5B2-PRIMARY ROADWAY IMPROVEMENTS PLC 005-CR-102 9y<ay11.�"e o� , °� JAB r 005-CR-102 THIS BAR IS wTE:JANUARY 2015 �FLES ONE INCH WHEN F O °"` DJP -1O2 4963794 DRAWING IS Our commitment is sleer TREATMENT AND HYDRAULIC 85TH AVE F ANN °°° LEC SCALE: AS NOTED FULL SCALE. DALE �vvR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT cws east �EXP.12-31-151 �j 1 NOTES N 8TA 7+� I 1 , 1. ADJUST ALL VALVE COVERS AND MAHOLE LIDS TO FINISHED ROAD GRADE. 0 f i 2. FOR PAVEMENT TRANSITIONS,SEE 1 II o za 40 60 ; III i ;■I �. I II t� 005-CR-501 ) \ Scale In Feet I i! �� 11 LEGEND: ell . 111111 D II I 1 "• r`` I 1 OVERLAY ONLY 11• I __... _.- ;. I _.> :i [ , 005-CR-102 1 I 7'i I --....•.._.�. °� <, ! l •-:' .• GRIND AND OVERLAY �--� It 1 005-CR-102 l� I %• ': CO i NEW PAVEMENT 1--h . .. _�... -" 9DE ` -� 1 'i:HF:NLItW. ENO w _.._ • m A -cry • 1 �r a 8TA 6+10 / G AtfAir tt: 4.1111101 F. ;j ea ��YaS ;_... _ „+m� ... ,•.'NEW RV Ott STATION i__ - . 1....iy;:41„,2400:1...:,,,, .:::.:...,:f%.::::::t.;.....,. il I . ., ...:7,1) 17. >: •• --ArdF-71117~AFACAVAPY I lit °IFi sl ; ^A._...� � Art-......„- �,'�� >,�I ., ,* *, I . 1 ., 1 1 \-k e --- <,. ..-� __ - II.►i . , yr e { — ` ` —? / , ., 5 -J , A M :• AT IC i//„. • 0 ,,,........:. ., A 1 ; * + I/ % �+a _ iii: I�.114 8 ri �� ! 3.13 ._. , ill t 4�• /,4, 4/4.1117 f r 'ttr s 1;0 } 1 ( if i e_ 0 Il to f c o PROFfS E E.' v1 iN•:.-/p 7 CMG CLEAN WATER SERVICES SHEET'IDLE CIVIL Er 35 DF 106 D"'°` o _ DRN GTS DATE: - Q 65716PE U IIMMI DURHAM AWWTF PLDr Digital JAS°"�'• 005-CR-103 THIS BAR IS QeanWii Services CH2M H I LL PHASE 5B2- PRIMARY ROADWAY IMPROVEMENTS •JANUARY 2015 005-CR-103 1+.wy,,.� 23. CAD FILE* ONE INCH WHEN °”` DJP a�CR-1�485379•, DRAWING IS Oar commitment ia clear TREATMENT AND HYDRAULIC ��EANN c LEC SCALE: AS NOTED FULL SCALE. REV DATE BY AavR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9370 IMPROVEMENTS PROJECT rmu i 8491 I EXP.12-31-151 U EXISTING DIG OUT SAWCUT 15' PAVEMENT REPAIR 10' ELEVEN GROOVES I •I I EXST GRADE ////�.�Ii�_ - I I 11111111 Li, _ o DIRECTION ' w TRAFFIC OVERLAY ONLY GRIND AND OVERLAY : COMPACTED AGGREGATE FACE OF CURB-\ SUBGRADE BASEROCK TAPER GRIND FROM 2"TO 0" ■ 1 NOTES: OVERLAY ONLY TO GRIND AND OVERLAY 1. JOINTS TO BE TACK COATED AND SANDED. X- TRAVEL LANE(IN FEET) 10 2 2. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. 5' N RUMBLE STRIP CLUSTER PLAN ill PAVEMENT DIG-OUT AND REPAIR `' //��/r��I_- 005-CR-101 a06661"-2P0 "'WC"- 005-CR-102 N PAVEMENT SURFACE 005-CR-103 MILLED RUMBLE STRIP OVERLAY ONLY NEW PAVEMENT 5 1/2' TAPER OVERLAY FROM 3"TO 2" V v V ° ° _ v ° V ° ° v OVERLAY ONLY TO NEW PAVEMENT °° ° ° ° v ° ° J�)" 5' * .,3"O�i�i�i': SECTION A --- 0 RUMBLE STRIP h N NTS 005-CR-101 NEW PAVEMENT GRIND AND OVERLAY TRANSITION GRADE IN 5' : ::: NEW PAVEMENT TO GRIND AND OVERLAY 2 OPTION K rn DIAGONAL-PARALLEL RAMP(FOR NARROW SIDEWALKS) e USE IN ALTERATIONS AND WHEN SITE CONSTRAINTS PROHIBIT INSTALLING TWO RAMPS 4111 PAVEMENT TRANSITIONS w NTS M i= 005-CR-101 p NOTES: 005-CR-102 0 005-CR-103 a 1. FROM ODOT STANDARD DRAWING RD757. 2. SIDEWALK RAMP DETAILS ARE BASED ON UNITED STATES ACCESS BOARD STANDARDS. I I MARKED OR INTENDED CROSSING LOCATION MN TRUNCATED DOME DETECTABLE WARNING SURFACE 3. TOOLED JOINTS ARE REQUIRED AT ALL SIDEWALK RAMP SLOPE BREAK LINES. 4. SIDEWALK CURB RAMP SLOPES SHOWN ARE RELATIVE TO THE TRUE LEVEL HORIZON(ZERO BUBBLE). < 1 Is 41,4DN� • SLOPE 2%MAX. ►��• 4 TURNING SPACE(MIN.LEVEL AREA 48'X 481) ►��• FOR THE PURPOSES OF THIS APPLICATION, 5. PLACE TRUNCATED DOME DETECTABLE WARNING SURFACE IN THE LOWER 2'ADJACENT TO TRAFFIC A 2%MAXIMUM SLOPE(FOR DRAINAGE)IS CONSIDERED LEVEL ZS OF THROAT OF RAMP ONLY. . -•-•-•- +o SLOPE 8.33%(11:17)MAX. di 0 OPTION K DIAGONAL-PARALLEL RAMP r SEE NOTE 5 Y en NTS 0 005-CR-101 lEDPROF E '+ U °RN- gig GTS onTE: CLEAN WATER SERVICES SHEET TITLE el Si CIVIL SHEET 360F:.106 DWG O DURHAM AWWTF Digital p OSN cHK. JAB�'G` 005-CR-501 THIS BAR IS /-.7 `i' �+ onKe:JANUARY 2015 9 /OFEGO�N`` �r V CAD FILE e ONE INCH WHEN QeanWaber Services CH2M H I LL PHASE 5B2 PRIMARY ROADWAY IMPROVEMENTS ��, 005-CR-501 tiF< goo E DJP 005.CR.501_4953ieagn DRAWING IS Our commitment I•ClONE TREATMENT AND HYDRAULIC DETAILS E AN1i nvPG: SCALE: FULL SCALE. REVD DATE BY + DESCAIPTiON 2550 SW Hillsboro Hwy. Hillsboro,Oregon 971 2 3-937 8 IMPROVEMENTS PROJECT PAR,.-. 6491 [EXP. 12-31-151 U LEC AS NOTED i NOTES: N II ED 1. PRIOR TO EXCAVATION ADJACENT TO EXISTING MONITORING POINTS SHALL INSTALL MOVEMENT MONITORING POINTS WHERE SHOWN. i ! I .✓'4 N 0 20 qp 80 2. MOVEMENT IInONITORING POINTS CAN BE A MARKER INSERTED iI c I l == IN WALL OR pPAINTED MARK ON VERTICAL SURFACE. - I ��+++... ,~--`' . Scale In Feet 3. PROVIDE 12 TOPSOIL AND 2'COMPOST IN ALL LANDSCAPED AREAS. j i i1 �� ter..- t.4 . 77-..'.,,,:,e.i.„ :i I '-' , - ----- '',. \ I , r---,,., - • r z' x - I � \� ;! tai k` 1 / �\ \ i I _ I p �: CIM (// 1 14):1,4,7•1111 1 1 . \ °- 1101• ,, \ \ *a 1 ‘ _.......1.._i ;) ¢a • -It.. .....21.k..1_4. END �`` ,, e Vr> ' _ •-•.f• ........T.-.--•--d:..._ i .._.. - , :,�1' ._�-.. J1V I .-d'CA A1NU 4K KEY PLAN c---- s ,. PRIMARY NTS , /"'` I Ii;,� , c I I CLARIFIER 4 / l y I I j� .....4L_L ..,`) _._ . / � L \ \ \ . _,/ /�� MATCH EMT creme J 1 61LAlOOF I - / • I M i �s ,1g AC PVMT ,..� LIMITS L j sm _'' [ ELEVATION 172.0. 1 ` \ \ ti l_..+ i . '��... . .._ . NEW« MtEE, I ` \\ ....2/ -- 1 7001716 \ j - f 177 `\ ``; `� ,) !� \ ! C ��\� ```tea % E: REGRADE - •/ --57A ;17ofil ..i --� ,722 t\ �- ` ` LANDSCAPE AREA -_ � I / r �_I � I ,\ ��.".., ) Y c R ' I \ _ 1J 1 j Ej, -I3 ` r) �uaRwallo••,-\ `�`'�.'� � .... ....~-. "-'k1EADWORKS FFLU NT '� `11 !I .• €' E /-. \ `� FOLLOWING PVMT DEMO AND.. ''Z''''',.•` '"?` !t `��``■ t `-' STRUCTURE 220 ,� INLEr ' +�, i,.-; \Jl \ EXCAVATION,INSTALL MIN Y COMPOST. -��y J' _~-`� \\ - =_ ,, -- 1 i' I GRADE TO DRAIN TO EXST INLET• } / } , f/t "®►, .._. I.b �' REbPOt1EEXSf 1, ` h 4 i STOP '71' '1: 111111 I) ' �`.. /.� .-"iI 1 ' ^*, 760 ` / / _- ) / // ``\ aO - - 176.' ' ''`� i s //1 '• .r I I / •\ \ \ ` '�FOR BACKFILLAROU^• . �`\^ ��qy/� ) ( ! / J // `�\\ o HES�UO SEE �. --Tr-) `; •I �' { i L7 /&_ . 1 ) / `DOS EL OZ 177\ -' •77.3 �`� \ — 1 3 �, \� �~1`�-.•A� ``-)/ / :.176.5 R i / ‘` k ks. / r l, E ' ' MATCH EXST GRADE OF ROAD A.1 �� , j '�\ T • ♦ i�-''t 7/ /' //� I • 72 't' / .•°� �: i ! SAWCUT LIMITS AND CONSTRUCT �� i +�� / IL ` '• ,r f i PR 1 ! ! -«..,,,i j ISLAND PER 7\ ' �-`�'y/ r /,'- OVIDEPOSITNE EARTH SU--•.;° �, rµ f -• '--- _1 i f i ,'SYSTEM TO ELEVATON 172.- •TE 1 ,4 a,�.. %I II x: GL, i f i i �,� j • �X' j f+ /� AND SPECIFICATION SHCTION',.•... \ r` 1 't `1•� )' -� •� I I1 005-CL-502 ! Jf/ ! N. 7 V. �• �. .`� / ' ,- I PRIMARY SLUDGE PUMP PROTECT EXST INLET e4 - / '/% ,x f 0,' t) .....C4. �r °;iti .? II 0 •�`I' I STATION 330 AND ADJUST RIM ELEVATION - �..�._ • .�ff%i :/ C'4 r.+ l -'._ SS ` ,Ir /k lc i`1 \ - AS NECESSARY TO � f/ /� ''.(� '� > i I° PROMOTE DRAINAGE {` % �U%� / /" / 1 111 l +`. ; / wv J`9z \�. HORIZONTAL MOVEMENT A t; •, ! �J .� ' ( n ' /./ MONITORING POINTS.TYP �1" I /rt :r- I /! p f'r�•�> / /l ' d ./ OF 2.SEE NOTE 2 ^'' f'. I! 'M �• -1 -� 7 J • "�I i `\• .1 fr / REScTORETRO j / •/��I rte'' +' q(J 1 /* MATCH EXST Sze - f j �('��,`,' t '/ \ f,` /i I If I 1 / GRADE 170.003 •3 /' '\ ' • tom:' • • `/ 1•j0 f ' f // j��' i i 4 ,it 7/ PROVIDE MIN 12'COVER PRIMARY 7 r ` -^, - '1 " OVER NEW FA DUCT / i `• } . s I1' CLARIFIER 3• •`' — // — — — T" .. —• L — • -- i_ iT..... .._� M' a 1 — — — — — OPROf cu MATCH LINE,SEE DWG 005-0O3-102 \ .-.fs% °"/G CLEAN WATER SERVICES SHEET""-E' CIVIL 5"E E 37°'106 TWO r 11 Signature o DRN PAL DATE: DURHAM AWWTF Digital Signature p bIS" JAB 005-CG-101 THIS BAR IS GRADING AND ■��■ one JANUARY 2015 9 *I"REGON GoFILE r ONE INCH WHEN QeanWat t is CH2■�I■HILL PHASE 5B2-PRIMARY DRAINAGE PLAN ,°R 005-CG-101 CHIC DJP �-1e1.•537•.d., DRAWING IS TREATMENT AND HYDRAULIC AREA 101 o LEC SCALE AS NOTED FULL SCALE. REV r DATE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. 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Hillsboro.Oregon 97123-9379 IMPROVEMENTS PROJECT cws o LEC AS NOTED REV il DATE BY APVR PR.1 71- 6491 I EXP.12-31-151 0 ‘......../ •I f APP - - 1 : ,.. , — A X •N ! f1J !\ ,; �, ,�., a Scale In Feet -,..„ - .—- .-- 1 !T !_' / X ;tfi A\ 11,1 1,___11 n'.if-n 1 , :7 I'9 . ` _,, 1 I } " I r- ` I flr, '�`\ 1 !: "s' _ a: `I. i -11 R f I ' :1 .'"—h--71:\,.\J 1H II 3 \• i , 3 1 ,I I I I // � --__.._. -, X _ ,._Y. I ' - -' i + .. I 888 is • • • • • • •� 6 • 11 *ii-ii I ✓ I , PRIMARY III L ' CHEMICALBUILDING, - r a /t N• e ,; • 8 ® • k I ,,s, �i.. SEE DWG 8ICATION - 7 �\ CLARIFIER 4 �• / FOR MODIFICATIONS , •. a� I • \ r:''4• o DER EXST l I =t • ` RV DUMP STATION, f140773 j j ',�}}# ;� ,�• r ° �, i •re. 7620488 89 ,- 24'FA \\ ii I �' ...--- N� 7 1 .. -.. SAN (IN)1 j1_r• . / -�t / r i ll l I• I c • • �, ` BUILDNG 810 I —...._.. I , :'(o y6s i ■nru nlur■¢i, r ., r ■Haunt• <sL, • ! 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CI /' „....- -,,SEE DWG 005-CY-100 a) , A' 4 j„ ‘' .. '"-,. J' . ' II/I 1-. 314 54"PI,CONNECT TO EXST SP 640591.66 7620490.28 , ,..0 PROFF88, _I SP=SEE PROFILE 44I> 005-CY-502 "". GINE- ,..-......• (r, ''' C.) SHEET TITLE: SH EET' 40' "S 106 D 0 oftiO CLEAN WATER SERVICES CIVIL Digital Signature a DFtN ■ : pAL DATE, II11M DURHAM AVVVVTF OREGON DSN DWG*. g LACTTE;:JANUARY 2015 t.5 JAB 005-CY-103 THIS BAR IS CleanWaterirServices CH2MHILL PHASE 5B2 PRIMARY 005-CY-103 , CAD FILE S: ONE INCH WHEN YARD PIPING PLAN PLC*. '4E AN14.6° cw. Our commitment is clear TREATMENT AND HYDRAULIC .-C DJP 005-CY-103 495379*En DRAWING IS AREA 103 , o APPD: SCALE. FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hvry. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT MS PRJ II: 6491 I EXP.12-31-151 LEC AS NOTED FtEV* DATE BY APVR C.) Dew odv oRADE AND '/ Z /�/j I 24'FAR�1�\ \1, f,., f f !7 J/ /\\\i /// J/ f I 0 10 20 30 f,• • ` �% PROVIDE NEW � �/ -^ '�� / ! !a� .�/// / //� AIR INTAKE \ \ , - /�{,! �,( �/ Scale In Feet / /// / \ 7-i-,/• ,/ %/ �, / ( `-� %// i/ 005-CY-501 \\ \ / I,` %' J !'I "�,`\ / / �J CT TO EJfST' VALVES, , J 1 tr )(I .' ,// , \ / 11 •UICKCOUPLENAND(2)RED � I/ • '1' J i.-_-_:-....7.;) //' r )WHITE AND B'TA/T1O WIRES I / ',*- ///� i I it •i l ._. . . 1 /, , / /, i / % r• - J ` l iii < re L. )� , //' / / �•7 f i i . ;w j! �.�. i� / / SAP E7($T 1e-FA � t I /' /=u' 'i „/ / // 1 • ...._A KEY PLAN /i ' �' i %;111 NOTES: / / i F' ,\ ,,, 1. EXEND CLSM PIPE ZONE TO FILL SPACE f / / / / / / / /;,, BETWEEN FITTINGS TO PROVIDE THRUST r / / '1-� RESTRAINT. /f / f / / / f # 2. SEE IRRIGATION AND LANDSCAPING NOTES / / / // PRIMARY +fr / jj`j, ON DWG OO1-G-005. // J WIRE PATH ` f;/ �� / % CONNECT TO , • CLARIFIER 4 I + �5. /% / EXST 22•FA,SEE 1 '� / /f/, yh� 3. INSTALL NEW(10)RED WIRE AND(1) -�� , 005-CY-501 WHITE LOOPED WIRE. t> ■,'. •�'' / / REPLACE EXST 2-1/2•IRR 4. NEW 6•GATE VALVE MUST BE INSTALLED 4,,,,V444,..., / %' l COMP�E OLTION WORK / /,'/'/1 �\ ' N 'o fff /�/,1,1/,% f BY MAY 1ST. / / / EXST 60•PE 1 '/ dl, /� 1/ - a , T 5. ALL NEW IRR VALVES TO BE RESILIENT ' / / j \\ /� f ',/ ' �, WEDGE GATE VALVES WITH 2•SQUARE /,/ 4�' / t` EXST 4r PE 7 i / $ OPERATING NUT. ::;-�,/ ♦ --\y / C7 6" CLSM IN PIPE ZONE AND TRENCH BACKI:RJ'_' / K. ` r \ MUST BE COMPLETE PRIOR TO PRESSURE • �/, ;\ i ,///'1,/' , \ 1 TEST AND SERVICE. // / ` •� ti //'''-1. /i' / 'y`t ,�f/, t i W j;' yi ji w 7. SAWCUT AND REMOVE EXISTING •``�, // ' EXST 12•D �i , ;' •� I ��`;%,'.'t`yt,i' ? i y I \' CONCRETE SIDEWALK AS REQUIRED FOR r`, ,' PIPE SUPPORT FOUNDATION. /' •\ / i ` ) t) y y.`•.l• ` v ``` \1 r III 1' =\1 2 �` ��,. %—.\ / ' �; \\ Exsr3•NPw �' NI_ , \ , \ t \\:‘,\\.i-1‘‘,\\11,‘\\:\:\,:'‘:‘\‘‘‘,::\\\ \ '' 0� / ----- \\ `�\\. CONNECT TO EXST EXST SAN \, I ,�Aki�� JJJ t. '�.�'" \ \\ FA DUCT,SEE I �' t j \ '�•..-.. \�� I . \ \� 005-CY-501 % r: ' \ \\\\\y y y .EXST PIPING �, 24•FA ■• \ `� t 1 i / - /; \ ,\ a \ Q I \ .AND ELECTRICAL \\ \ PIPE SUPPORT, / //21-A: ..._ CORRIDOR �� r 005`303 .\ \ SEE NOTE 7 + / Q1•FA CUT EXST PIPE AND i - \ -�, ' CONNECT TO EXST y • ..\, ♦ \ \ ah� // //00S`Ci50z48"CLARIFIER 2 y V'I I, �...N.7 s-, -''''''''''''.„ /%` _ aft PIPE AND "/ i'; Y "°x•:4.3•,. .. - ..N. �CONNECT�pp EXST ` R ATE (fir \ ��,W / WW1' ~ 48'RCCP TO PRIMARY!^ \ � ‘,/ �\ 1 �. '� �. ,-,•..m,,,,,,,,,,,,,,,,,, ••.°°.�^°" CLAR!FIER4 L„.. i� 't •t ` ` \-... �. / 'i • `'� �•." 30•,Q4'B,pCR- �` I � pOC WITH(5)RED 7` ,�� -\ '' ••_�~- -..1 � 005-CY�02 i� WHITE 20'LOOPED-1 E . ....: �„•�- '; YORE 1 S 3tiJQ•1R• t, ANN R s, ti` -..,� ._ 3+00 �- 4+00 J J i CONNECT TO EXST SEE T NEW 6'IRR EXST 48'PI V_ � ___. __..._._—_�_ I DWG 005-D-101 FOR LIMITS OF DEMO. GATE VALVE AND REPLACEMENT IRR '� �,• t r'r+• i.. PIPING COORDINATE TABLE I f NEW 2'AJRNAC REPLACEMENT • VALVE v7ao, - /� SEE NOTE 4 EXST 6'NPW /r?fa�� `.% I POINT DESCRIPTION CL NORTHING EASTING -__.._ ...... _ .. ____.. ) �� I PATH NO. ELEV - 401 24•FA SP 640959.64 7620682.03 I 2!2!I.9 NEW 3'IRR VALVE ; —' ... N 402 24'FA.45'BEND SP 640884.10 7620615.09 a �\1 '' ' 1 - _-- 403 30'FATEE SP 640772.85 7620615.09 • "°"""°"'"`..-"_""•°"�'°'^••^'-^�--• _ T n �PITOPRIMARY NOTE c Ia CLARIk1ER 4 46'PI TO PRIMARY \ _ a �_..,m...a,.�.__. — 005-CY-302 404 21'FA N/A 640772.85 7620645.42 ---- '—_• --z..,. `r .. / CLARIFIER 405 48'PI,78.4•BEND SP 640727.16 7620598.41 - ,._,... .t::::-....-7---, , EXST B'CYII - _ + ^°� `91,c' ...r,,.-n_, # -�1-'�("'_". , 005-CY-302 F406 48'PI,101•BEND SP 640720.99 7620598.41 ._..- ^m nall4 � �. r... s, -s \- \ , ,? ...•.._ _..._...._,—._. \ - ......... ...-..-... Q - �i C',lira¢ 407 48'PI,CONNECT TO EXST SP 64073721 7620598.39 ,•r" �"""{"- '�, !� `t ,,. .... "' ---'—"-"c- 'O`C ""�'•.:r''�"F_°"—"' e,w..;, _ CD r� 408 48•PI,CONNECT TO EXST SP 640708.43 7620598.51 ' '" 1 °--•�. .-.�_....... '::-.. . -.._»".'""' . 'T �.., E a I SP=SEE PROFILE MATCH LINE,SEE DWG 005-CY-103 �\S\tF IN ssjo j ` 9571 E U DRH OPoG SHEET TITLE. SHEET OF 01Mi,F O pAL DATE CLEAN WATER SERVICES CIVIL 41 106 Digitat sgnature p INIIMMI■OSN_ JAB DWOe 005-CY-104 THIS BAR IS DURHAM AWWTF PI DATE.OT JANUARY 2015 OREGN U c�DPrEr ONE INCH WHEN v. QeanV ter Services CH2M H I LL PHASE 5B2- PRIMARY YARD PIPING PLAN 005-CY-104 'tiFt<frr+ goo CHK DJP -,w aassreap, DRAWING IS - Oar commitment is clear TREATMENT AND HYDRAULIC ANN AREA 104 cws LEC SCALE AS NOTED FULL SCALE. REVa DATE er nPVR DESCRIPTION '2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 IMPROVEMENTS PROJECT PPFLT4 6491 I EXP.12-31-151 U NOTES; . A 7 /72/7 / 7,./7.,,, 7 -",,,`‘,„.2 1. SEE PROFILE FOR LOW POINT ELEVATION 8. ALL IRRIGATION VALVES TO BE RESILIENT WEDGE GATE VALVES WITH 2' -,- z 0 ,/ / // „„,/ `....,\ SQUARE OPERATING NUT. PIPING COORDINATE TABLE lib 3. CONCRETE ENCASE NEW SAN PIPES BENEATH BIOFILTER.(3318),SIM 9. FIELD LOCATE EXST ELECTRICAL DUCTS AND MANHOLES AND PROTECT DURING CONSTRUCTION.ADDITIONAL UTILITIES MAY BE PRESENT. POINT NO. DESCRIPTION CL NORTHING EASTING ELEV 0 10 20 30 501 4T FA VERT TEE SP 640662.94 7620615.09 ,/ ,,/,//,-1?7,/ / ,„,,VI 4. IRRIGATION SLEEVES SHALL BE(2)-4'SCHEDULE 40 PVC.(2470) 10. SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK AS REQUIRED FOR I ■ 502 42'FA,22.5'BEND SP 640625.87 ' 7620615.09 PIPE SUPPORT FOUNDATION. Scale In Feet 11. LOCATE AND PROTECT ELECTRICAL/CONTROL CONDUITS IN THIS VICINITY. 503 42'Fft,22.V BEND SP 640575.88 7620594.38 j 6. SEE DWG 350-M-141 FOR ELEVATIONS OF BIOFILTER DRAIN LINES. EXACT LOCATIONS ARE NOT KNOWN.CONDUITS ARE EXPECTED TO BE 1' ., e A--,, 1 i //''''‘. j/7 /7 /ts"\, DIAMETER AND SMALLER.QUANTITY IS UNKNOWN BUT EXPECTED TO BE LESS 505 30*FA,45'BEND 157.75 640662.94 7620681.22 I '`?ll) /A i I 7. INVERT OF NEW 12"SAN SHALL BE 0.1'LOWER THAN EXISTING PIPE INVERT. THAN 5 TOTAL. 506 CL CONDENSATE DRAIN _157.60 640662.94 _7620624.65 -..--./ 1.4.s, ,,,/,'!Ire" -• / .„, . / //"- z ' ,‘"`, ' -"',, ', I . ...SAC n ---:,......., ,..: I CIN ....\\ s ,'/ \s , ,S.:„ .N,,,, ,„/ // .1 ,, , /// ,/ / / PRIMARY SLUDGE \ i ji .,, •L_,_,IN . FACILITY 330 AIR I r...) / . -... ,t- NN.. : 7 / •,, ,, fir , -.An .•:. • s's "Ns.. ..\ 1 / / //// . l'S ''''' ilfV. / 1 KEY PLAN ''''"----/"■, / \''t-\\' / sys:c, 1-m 4.0 NN '1 // ....., \ / / ,' IE 1501 ''''. ...r..' 4‘,. EXST 12'NPW /// s 0/ / 7 rib i BURIED GATE I! SEE DWG 330-W131 \ 1 / sk 4 ,/:////./ /iff0A8 - / ..e -, 'N ,p,_ ,-.--,-.. , ...."..--"." ,/ , ., 2'FA/D,FOR CONTINUATION Il 7 / Ia. //7 Di,/ §[,, N n, • 'I l// //' '''"-. / // i 4, s"-,\ ss.: ,N.,,,„ i ........ „....., r---A. . ilk 11 1 , , ■ / ,//2—, ;1',- / ''''- x' DEMOLITION IN THE PRIMARY , / ",,___Ji, ' / / , , , , , / i ".•-,:, ic';`\\ •,, INFLUENT FLOW SPLIT STRUCTURE, ' ' i • . /, „4 l',„/ s'...... ...„,\\,,\s. :\ EXST 1'CW 4,4. 41411Possa, ...,44:.4/ ,,/ /or,,* :.A, /..." s!'----...„...--,-...--------,..--, -------,— - 4/ 47110pANIP,'_ .„ .674%,,,,,N007fr / / '' N 640469.94 ,, [ , 1/1";r:- n CONDENSATE \ // 4: 4IP -"N-A4‘..47,4, "--40,057'- ,* 0 „ i . e 7820633.82 . .,. IE NEW 12'SAN,SEE NOTE 7 417 i . 4.„,%4414.,14./ ,,._,,......__, ------,,,,,,,:71PE.SEE005-CL-502 BIOFILTER ,,,,,,u...do--./.„.,.. - ,MIN 0.5%TO NEW MIk .`;''.,::,N........„..7441%, ' . , u ......,,,, ..,_ _.,..4.--,—......w.....L.,.._ , o05-br-aoi 's /\, s',"4,- Alt, ,.. ,,,.....,‘ , ,„ NEW MH OVER 4=) --.‹. 1 --tr .........141,411iii;,, _ ......240AW:ww......l....41 7 ........,...,.....,_.....tiliEEEwN15E22w.454,11RtGANATT)ioN • f--- NEW 3"IRR GATE VALVE SEE NOTE 4 a . , i 0),. ,.:., 20'LOOPED WIRE ..K.......„,:.%N.....................s,4410 Tormii............t.......,,..e.a,444.44.4..._---lt.ONTROLLER PROVIDED 1 OVER EXST PIPE • \ 1,,,, 4„..) :I:E NNNE7N(IIN))1)1551275..28330.50((81(2.'iPrsEANsANR7LAIN) 60' — PROTECT EXST IRRIGATION � •— �l� no� - ._ _— w«�* ', - '� ./\ •~ — FOR �o.�- �� / — _ / .� - - -- _- 0�,�'«� CONTINUATION, — [��sowoom�,�o3 1 �o � ._. w a.--' �� CLEAN WATER ==`�� CIVIL �� 42°1OO DWG It. o= pm mE■ - 0 DURHAKAVYYTF OREGON=". ��° 'mwu^n,m,,JAB 005-CY-105 THIS �� , ^^ Sc��mw �� N � PHASE 5B2- 005'CY-1U5"=°�° ONE YARD " ^""" -.E.~»^'",~ ^ ^ """`oJp =°°� ~ DRAWING TREATMENT �� AREA1O5 °�' =� FULL SCALE. IMPROVEMENTS DESCRIPTION ". "= ,=,,^ �� 6491 |sxp� ,�'o,',o|Lso AS NOTED ,,,° DATE BY == Oregon 190 t _ 190 NOTES: I � - 1. FIELD LOCATE UTILITY CORRIDOR AND - CLSM PIPE ZONE - ELECTRICAL DUCT BANK AND PROTECT DURING • - CONSTRUCTION.SUPPORT AS REQUIRED Y• m THROUGH PIPELINE EXCAVATION.UTILITY N a EXISTING GROUND o ^ - CORRIDOR CONSISTS OF 8'NPW,1'PW,1.1/7 180 Y.._i... d _ .. _ 180 HPA 1'CHEM FEED,4'LPA,(3)-7 AL,AND(3)-2 . . EXISTING PIPING;o C u$� rf N POL.ADDITIONAL UTILITIES MAY BE PRESENT. AND x ^ r UTILITY CORRIDOR MAY BE CONCRETE ENCASED rn SEE NOTE CORRIDOR, to n CO - BENEATH 85TH AVENUE.IT IS NOT CONCRETE • "a r J ENCASED BEYOND LIMITS OF 85TH AVENUE. EFFLUENT RKS fI��17 W'�.... "< - 170 EFFLUE 01% 2- .v I 2. CLSM IN PIPE ZONE AND TRENCH BACKFILL MUST STRUCTURE ELECTRICAL ^ - BE COMPLETE PRIOR TO PRESSURE TEST AND ' I DUCT BANK, CONNECT TO EXST7 ` SERVICE. ISEE NOTE 1 IV 60'RCCP TO PC1 I 1 - 160 _ . S=0.0336 FT/FT 005`502 - 160 =l I�? i,i Na - P, $ e ' 60x48'ECCENTRIC, -• m REDUCER,FOT m O`+ D p g N 150 - .- J W W - Q W ma W CO W - Q .- I- J F- J IA F- J N U v U U 140 I , . . i . .••• • , , _ 140 0+80 1+00 2+00 3+00 O48" PI TO PRIMARY CLARIFIER 1-=120'HORIZ 1 1-=10'VERT 005-CY-103 190 -- —.._..._...- --r • CLSM PIPEZONE - • - N i I • 190__� .._ -....._.._.........._......L -.._... ....._---_._...................................... :o rn ._ 190 'a EXISTING PIPING; EXISTING cc p. ........Y_ _..1.......__.._......._.... ,n AND ELECTRICAL r GROUND v Cl) - J ▪ ,..•- { CORRIDOR; I-- F 1 - I SEE NOTE 1 I T-.._-_ S v) U - ELECTRICAL- " - 170 NEADWORKS : UCT_RANK......... ____. _ 170 EFFLUENT SEE NOTE 1 ` CT TO EXST 1...°_......... - 1TRUCTUR1I 1 54'RCCP TO PC3 005-CY 502 3_ • v°' - S •0.0247 FT/FT 190 I S=0.0162 FT/FT _.... ._...... N - 54'x48' ECCENTRIC - g 1 g REDUCER,FOT– - Z 150 160� — ^ a n v r m F w o w • ' ! `ai � � -JJ 140 !140 0+90 1+00 2+00 3+00 m ai 48" PI TO PRIMARY CLARIFIER 3 0 1"=20'HORIZ C F- 1'=10'VERT GD O 005-CY-103 �5,� -D P 0,4SS� esnarE U OR1O CLEAN WATER SERVICES SHEET TITLE' SHEET 430E 106 DWG Signature O DRH'. PAL��: DURHAM AWWTF a�oT �. 4:: Kz. c�ov�Er ONE INCH WHEN C1eanWabeI Se Vices CH2MH I LL PHASE 5B2-PRIMARY YARD PIPING PROFILE ,LC„ - 005-CY-301 9yF��'r11�°`eoo~ 2 oSH JAB DwGr 005-CY-301 THIS BAR IS Dail.JANUARY 2015 2- U CHI( Our commitment i#clear f ANN DJP 0oscra0,4us0nep, DRAWING IS TREATMENT AND HYDRAULIC HES TO PC 1 AND 3 E nvPO: SCALE. FULL SCALE. REV# 0+1+ _ Br _ aavR DESCRIPTION 2550 SW Hillsboro IM'. HibOpo,Oregon 871239379 IMPROVEMENTS PROJECT v CWS #. 6491 _ EXP.12-31-151 U LEC AS NOTED I I 190 ,. 190 .1 I I , . .• _ . , . , . CLEM PIPE kONE I : : - • • . . I . . ' FINISH GRADE . • a ; ' 1 1 - . ' . 1 1 . iao MUM 180 fi..•:',/ ' ; I . j ECSTING GROUND . 1 r : • • li 1 , _ 1. CLSM IN PIPE ZONE AND TRENCH BACKFILL MUST 6 - 6 , • : • • i - BE COMPLETE PRIOR TO PRESSURE TEST AND - SERVICE. ,...-- h 1 1. I : - . 170 _ IJEALIWQRSIL. 1 i_ -0,-,ff.. -:.,—€1 • -- . 170 - - il3g i•EFFlUENT 1 , ! • : . .• • . . :". : 0 ' .• . : i 1 . .• . .. • . • • . . - 4 8C CONE rp TToOpEXS0 rTh •, . el . . • 1 i i . • : g . 0.0051 FT/FT I 1 • . • : zi 1 : • • • , 005-CY-502- '180 S=0.0212 FT/FT : , . :.7.77.7777777.77.7* I , , N,.......e . 180 - , S=0.0382 FT/FT . . : . . , • S=0.0000 ET/FT MI I . : : : : • : 21 : : : . $ - 0 6 S 9? g 0/7, : : ' . : , . i - 150 2•- ..- Z,', .... 0 °2 • • , 150 tu:-. .., ILI+- -1 . tu+ C0 -1 . Z pL: 1•••• g•••".• u,P-. )e) a) w co.., w a) w : - - < co'" .- • 2v tz, : . : - ! §15 d 6 d --, ...co u 6:2 d DS en -I • - .1-< al -. - . 6 d co- --, . : -a) I . 140 140 . ' . . ' . . . . . , . . . , . 0+80 1+00 2+00 3+00 4+00 4+40 0 48" PI TO PRIMARY CLARIFIER 2 1•=20'HORIZ 005-CY-103 1•=10•VERT 005-CY-104 190 .. 190 1 1 • , . : .• • . 1 . • . QM PIPE ZONE • • . - t . . . • . FINISH GRADE I 1 i : I . . : . iso_ I !-------e. : • . • • : : . . ... ; r EXISTINO GROUND i z , .• ,..! :-' : • • . l • : . ,1.3- I re fa . : . 6 . 1 . . : . . . . - ,......------",•:‘-;•;i':7'.'''.' . I , i • : lig • . • ! - 170 -3::llir*i il.. 1 fr'''----":"---.---S . .••' . i i •1- cciNtecrro tigsrn 1 . • , .. i 4101RCCP TO PC4 , 1 i I . . 0 1 - 005-CY-509 I IS.0.0064 FT/FT L I • , o : ....—. 1 . ' 160 : _ _011 1 t 8-■ .,..FriFT . , • . 180 , • S 0,0377 FT/FT - . :: - • . i S=0.0000 FT/FT ENE • .• _ 1 • : . - . . • . :•: .. - - .. ., il Ei IV t_ i . : . : . ill g ' • • . . 150 c!.,.. 150 _ __ _____VI r- fate g-- l .• . ' US en 1 ! Z !• t.,. , I : : ht< . : : .•. • • . - ii . .,c LU :c- ffi • . . . BS Bi ! LL1,0'i'l CLi - §1(7) d !g d :• . : • , ro 1- _. • w 1 i .••• 2 - , • . - P : . , . . I i _ _ 140 140: . : .•' : CI ' : : i • E . . i i . . • . 1 1 ' . . . . • 0.80 1.00 2+00 3+00 4+00 5+00 te .V.0 48" PI TO PRIMARY CLARIFIER 4 1•=20 HORIZ U) C 0 I- •= ' 0 005-CY-103 110VERT tt•Aic;i PROFF8 0) e 005-CY-104 47* 7 1/571PE C) ORIO CLEAN WATER SERVICES SHEET RUE: CIVIL sHEET: 44'106 DWG"' DAM PAL CATE: IMM Digital Signature a . DURHAM AWWTF PLOT OREGON DSN: DWG 0: DATE JANUARY 2015 ti JAB 005-CY-302 THIS BAR IS CleanWaterServices CH2MHI LL PHASE 5B2-PRIMARY 005-CY-302 .,,,,,,,,.. 44",,,e004t* 12 CAD Fla I ONE INCH WHEN YARD PIPING PROFILE pi.c... c...: ‘4E ANS 5 Our commitment is elm DJP 005-CY40221405379.0p DRAWING IS TREATMENT AND HYDRAULIC HES TO PC 2 AND 4 C. AFRO: SCALE LEC AS NOTED FULL SCALE. APYR - - DESCSUPT1CN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT CWS PR.1 S. f3491 I EXP.12-31-15] 0 0 REV 0 DATE BY 190 _ ............ . ........ .._.._.... ......_..__. ____ - —.�__ ...... ----_.... _....._....... _........ __.___- --. ---- 180 _ ..._.._. ___ �............ ... __.._..._._.�._ s �_. .. i ..____..__— .. - .�_.. ! �^x- _: ......._._ ` __. h ...._._. .... .. ....._......_ 1 • I b CL EL 175.73 _ - I APPROXIMATE I m : e, PIPE �u FINISH -.....�al DUSTING C;ROUPIt I I V NO in J GRADE (005-C'Y-50,t F v--Ih� 170 .. __ .._ .- ...- .._...._._ ._ .. .. ........ ...... --.... .__005-CY-501...._...._.. .... .. ......-._ ...:...... I f i ■■ ®®r .._..... BIOFILTER i .••'' 30. iri.:..: 180 - _.�:.. -____. _-_'._.. .........t ......._..... _......__... . y �� _.... _......_. _ .. ........... ...... ... .... ._.._... __ _......- 180 . Fly r N 150 i i , c " i + ELECTRXJAL CORRIDOR a m° zr 0 8 $ 150 i. D F l _ . - O J J• - G g � mfV J • I w Y< m - Wi+ . d < w € i ' ` I„< w < J N 4 LT 1-. >+ ~ ' LT; ~ 7„1- am U 1 i ! y 14 y -I fA d I n/ N W < W ~ � -$y x $rn U I• 14 140 1+00 2+00 3+00 4+00 5+00 6400 8+80 FOUL AIR PROFILE 1-=20'HORIZ 005-CY-104 1'=10'VERT CO 005-CY-105 _4; iV W 2 F O e N_ lu U)j o N °"° CLEAN WATER SERVICES SHEET TITLE CIVIL 91EET: 451 106 °"'" lSig Ewa: PAL wrE: OSN JAB OwG, oo5cvao3 THIS � DURHAM AWWTF wrmE:JANUARY2015 ��tOREGO �'� '�commitment CH2MHILL PHASE T AND-PRIMARY YARD PIPING PROFILE ,��, 005-CY-303 7y�'48.YANN�oo`r r_3 C. CAD ONE INCH WHEN DJP 005tw.am_49537a.apn DRAWING IS TREATMENT AND HYDRAULIC FOUL AIR DUCT - - '°`° LEC SCALE AS NOTED FULL SCALE. • �� DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,a•�97123-9379 IMPROVEMENTS PROJECT ""s. 6491 [EXP.12-31-151 �j BY P.FTVR i XST or PI ----,,,k-:- � __f , f CL EL 163AON- 1 trit ■i TOP OF CLSM CL EL 149,769 FILL EL 165.0 j NOTES; \ APPROX GRADE, I I MANUAL AIR I I 1. AFTER COMPLETING PIPE CONNECTIONS, ��/ !JJAx`02 RELIEF j _-1-1 e BACKFILL STRUCTURE TO MATCH ADJACENT I LL.._+ GRADE. I I I CONCRETE PIPE • ' . .-- ENCA^SEMENT &FEO: • ii ! /B .''• oo5CY503 �. 11111E'. EXST 54'PI, / I I I • CL EL 155.75+/- -- L I 1 --- • I —` 42'P1 I j • j =; I �� CL EL 19.759 ==_i--=' 4Y PI l ! I �, I r� PIPE TO SLAB TOP 4 CLSM( A )81M CONCRETE p.._. CONNECTION TO PRIMARY // CLARIFIER 1 • OOS�YdOQ � ... .' PIPE COLLAR I j ( ' l CL EL 158.0*• (3323) — 1-------1/ 005-0Y 503 j SECTION I& I I I..1...� O v •I , , 1f4.=1,-0. • j • • SINGLE THRUST APPROX GRADE, 48'PI COUPLING SEEMS-CO-102 (15540)•TYP SINGLE THRUST APPROX GRADE, 42.90'BEND I • • I §/hYgt& 48'x47 ECC 4Y PI TOP OF CLSM COUPLING SEE 005-CG-102 ....._. ....-......_ 1 __ .................Y...__. .....,..._� '• t -- CL EL 162. FILL EL 185.0 P 4Y PI ,rl;_.._ �. + RDCR,FOB 75 1 115 ),TY "-; �--:, I j i BACKFILL WITH ---` - - - .• 111n1�i%rC\•• PIPE TO_ I 1 I CLSM PRIOR TO . . CONNECTION I LEAK TESTING,TYP I 005-0Y-503 ! MANUAL AIR • E — — ♦� �. �� _ ..' •.• •` RELS VALVE _........r-- �♦ CONCRETE PIPE I I �� — — — — — — I I ENCASEMENT I I I .. °1 EXST 48•PI I _• •I i l — — — CL EL 183.00+/- 5,0• - 1— — ` 2 .',`�' '_"f_. IC 1 _-a�-i �(J MIN J 00-.-.-- 3 I II 1. 1 I 1- �i I '�� I I 1! 1 ^~EXST 42-PI I I \/ ' I_.20,-..2-r —• — -- O PRIMARY I _ __I MANUAL AIR I I r •, L -- - CLARIFIER 3 EXBT 42'PI RELIEF VALVE t. L- - _ - .. '. CL EL 147.75* TO PRIMARY (15205 _ r p I OLD2 CLARFER 1 , . .. I � ._ SEEP RING ' -._.. p��_ .__._.__-........:............r......... •. 30'-0-MINIMUM _ 12'-0"MINIMUM 12•FROM INSIDE _ .......................__._......_._....... FACE OF WALL, MANUAL AIR TYP OF 2 THIS PIPE •, . i RELIEF VALVE . SECTION (15205 O 3 APPROX GRADE. 1/4'=1'-0' s SINGLE THRUST I 88yy11BB SEE 005-CG-102 C 1 �G1YP `` I I I I PIPE CONNECTION ///A V//��` eiiigrioir . EL 166.0 EL 165.0.... ........._.... ♦j�. I 005CY503 TOP OF CLSM 64"x42'ECC FILL EL 160A �� I I FILL EL 160.0 ROCK,FOT CONCRETE PIPE EL 161.0 _ 1 __.._... .__._.... ........ .....-- EL 181.0 .__w____-..__.._ ................. ....... ..... ..._._.._..........._— , • 1 COLLAR(3323).SIM• WITH EXTENTS 8' r j CONCRETE BEYOND CONN PLATE 7 c• - . .•I CONNECTION PER -a. CONCRETE• T CLSM( \SAM I 1 _ tf— - - --� — - PIPECLLAR I ff - : --- -- ----- �� ry_ (3323 005-CY-502 I �i .• it! � E ' TYP AT NEW TO • I'_I -- I . . —` I EXST PIPE CONN . •. -�-- - �• EXST 4Y PI NEW 4Y PIPE T PRIMARY b I , 7 CLARIFIER 3 !-- --I t ! j,( CL EL 147.759 SINGLE THRUST CONCRETE EXST 54'PI, I \i\ _ I ' L 141 I COUPLING PIPE COLLAR CL EL 155.75+1- �\ �—EXST 4Y PI EXST 4Y PI EXST 42'R TYP TO PRIMARY I �TOPRIMARY E4ST4 PRIMARY �15540�• �3323�q I CLARIFIER 1 CLARIFIER 2 CLM1IF16t 3 I : CL EL 158.0* I CL EL 158,0* CL EL 147.759 'V t`F 1.: 0 SECTION SECTION PRIMARY INFLUENT FLOW SPLIT STRUCTURE PLAN e 01' 1/4•=1'-0 _ — 5 E • ERe CLEAN WATER SERVICES SHEET CIVIL SHEET 46of�106 °"' I' Di tai lure 0 Dom: DJG DWG oos-cY�o, THIS rye_-v �+ _--_ �\ DURHAM AWWTF PRIMARY INFLUENT �"�"' T � e ONE INCH WHEN dean\ t;4 Sezvices CH2MHILL PHASE 5B2-PRIMARY DA�e:JANUARY2015 005-CY-401 o1,F „ �. 02 Gat JEG roscv�a+�aw7o.ar DRAWING IS Out commitment b elver TREATMENT AND HYDRAULIC FLOW SPLIT STRUCTURE Re« .bsevl+ ,w+p: SCALE, FULL SCALE. DESCRiP110N -2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT PLAN AND SECTIONS nrs 6491 I EXP. I>6-3o-20151 o LEC,, AS NOTED_ 0 DAM By �m TEST PORT(15899) DUCT SUPPORT DUCT SUPPORT C 15900) FLEX CONNECTION (15800) TEST PORT(15899) l T - 24'DIA FRP FA i CONDENSATE 1_� O I I _� O 71111■ FLEX CONNECTION -i-- -+- DRAIN MANWAY a BALANCING DAMPER IIllin HDPE TO FRP TRANSITION(15889 FLANGED CONNECTION VOLUME DAMPER el . NOTE 1 GRADE . 1ih 0 _ ■ I O HDPE TO FRP TRANSITION(15889) - GRADE gage 111 ///,�(J7/0 I I ///,07/,k ///,� //,k ' ///N//�° 1 . r TEE wlrn 24'DIA HDPE FA DUCT BLIND FLANGE EXISTING CLARIFIER COVER i / Y 22"DIA FRP FA �I $ NEW MANHOLE J — r D DUCT,NOTE 1 FOR CONTINUATION T` SEE OOSCY-104 FOR CONTINUATION 24'DIA FA DUCT SEE 005-CY-104 M ` �EXISTING 22'DIA FA FRP DUCT WALL PENETRATION SEAL,SEE C15610�SIM P-TRAP,SEE NOTE NOTE: NOTE: 1. CONTRACTOR TO VERIFY ELEVATION AND SIZE OF 1. DEMOLISH EXISTING AIR INTAKE DUCT.CONNECT NEW SECTION EXISTING DUCTWORK AND PROVIDE A TRANSITION FA DUCT AT EXISTING CLARIFIER COVER PENETRATION. NOTE: AS REQUIRED FOR CONNECTION. 1. PROVIDE SUPPORT FOR P-TRAP BY BOLTING TO MANHOLE WALL. OPEPS DUCT CONNECTION 0 PRIMARY CLARIFIER DUCT CONNECTION O5 CONDENSATE TRAP IN MANHOLE NTS NTS 1/2=1'-0' 005-CY-104 005-CY-104 005-CY-105 005-CY-303 005-CY-105 EPDXY COATED STEEL BOLTED BLIND FLANGE,GASKETED.PROVIDE TYPE 316 SST HARDWARE NOTE 1-I SEE SITE CIVIL FOR FRP FINAL GRADE ELEVATIONS INTAKE _ '� HOOD v./' o' HOPE FLANGE ADAPTER VERTICAL RISER 24x24 THROAT EPDXY COATED - rSIZE 1 STEEL BACK-UP RING STAINLESS gip LOCKING I STEEL FASTENERS SIZE AS INDICATED QUADRANT h'� C ON DRAWINGS HANDLE FA,TYP7 NOTE 2 MANUFACTURER'S t PRE-FABRICATED l FIBERGLASS CURB 2 f _ . J * f SLOPE SLOPE SELF 24x24 TAPPING DAMPER N SCREWS EXISTING 10' Allkil'p__ CLARIFIER COVER 6• SLOPE p 2'D(SLOPED @ MIN.1%) J a NOTES: LIQUID TIGHT PENETRATION 1. ALL HARDWARE TO BE STAINLESS STEEL. NOTES: (NOTE 2) 2. EXTEND DAMPER SHAFT THROUGH CURB AND 1. BOTTOM OF BLIND FLANGE TO BE 4"ABOVE FINISHED REINFORCED HDPE WELDED END PLATE SECURE WITH LOCKING QUADRANT HANDLE. GRADE TO ALLOW HARDWARE REMOVAL. 3. ALIGN DAMPER OVER EXISTING COVER PENETRATION. 2. PROVIDE BULK HEAD FITTING WITH EPDM GASKETS. E N O AIR INTAKE DETAIL O CONDENSATE DRAIN co Li NTS I- NTS a 005-CY-104 005-CY-105 C ~ 005-CY-105 005-CY-303 0 - tF,PEO H10FF E CL S D�NF '�i 7 OR10 SHEET TITLE. SHEET OF DWG ,4 l' �'SOa27PE9 0 0 °RN: SLH DATE: CLEAN WATER SERVICES CIVIL 47 106 Digital Signature NRF° ; 005-CY-501 THIS BAR IS DURHAM AWWTF OREGON PLOT JANUARY 2015 U CAD FILE a: ONE INCH WHEN CleanWabe `'Services CH2MHILL PHASE 5B2- PRIMARY YARD PIPING — 005-CY-501 4'`'U'eQ Ell INK DJP 005-CY-501 495379.don DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC "D` 4` FOFES�R C' ARK, SCALE: FULL SCALE. DETAILS LEC AS NOTED REV* DATE _ BY APVR DESCRIPTION 12550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT P.1SN: 6491 I Exf 12-31-2015 U EXISTING EXISTING GROUND GROUND SLOPE OR SHORE AS REQUIRED FOR SAFE HYDROPHILIC WS CONT Q HYDROPHILIC WS,BOND EXCAVATION AND SR PIPE PERIMETER AND TO PIPE ALL AROUND 1'-0- PROVIDE ADEQUATE EDGE OF CONC PIPE,BOND FROM END EACH PIPE BURY FOR RESTRAINT IN PLACE AND SEAL WITH OF IN-SERVICE PIPES LEAKMASTER TO PREVENT TRENCH BACKFILL TRENCH BACKFILL SEEP RING 3/8'x 3' CONC FROM ENTERING PIPE SLOPE OR SHORE AS ABOVE PIPE ZONE SLOPE OR SHORE AS ABOVE PIPE ZONE / i ' \ REQUIRED FOR SAFE SLOPE OR SHORE AS REQUIRED FOR SAFE EXCAVATION AND REQUIRED FOR SAFE EXCAVATION AND 7 EXCAVATION AND PROVIDE ADEQUATE YY PROVIDE ADEQUATE PROVIDE ADEQUATE BURY FOR RESTRAINT 1/4' BURY FOR RESTRAINT 48•PI BURY FOR RESTRAINT OF IN-SERVICE PIPES 48'PI 1/4' •OF IN-SERVICE PIPES OF IN-SERVICE PIPES / \ Z �'�,r� ,/•p HYDROPHILIC_Z ;' •' .�� P CLSM,SEE PE ZONE NOTE ix �� TO L AROUND 1'$ I \ AiNIA 11 , r°�� -- FROM END EACH PIPE i�i�� CLSM,SEE NOTE �i/�'�' CEMENT COATING = PIPE ZONE _ _ - ��►`�!IIIIIIIIIUIU!iI :::::: I NEW STEEL PIPE ._._._._._._,_._._._._._____- . ,.... I 8'NON-PERFORATED DRAIN CEMENT LINING OTYPICAL TRENCH SECTION O TYPICAL TRENCH SECTION I NOTE2 EXSTRCCPPIPE I 1/4'=1'-0' 1/4'=1'-0' \ 005-CY-103 005-CY-103 \ 1 005-CY-401 • N • NOTES: POUR CLSM FOR PIPE BEDDING TO ELEVATION 1/4 PIPE DIAMETER ABOVE INVERT.ALLOW CLSM TO SET NOTES: PRIOR TO POURING REMAINDER OF CLSM IN PIPE ` _ ZONE.COMPLETE CLSM IN PIPE ZONE AND TRENCH 1. EXPOSE A MINIMUM TO BSI C EXISTING RCCP BEYOND r BACKFILL PRIOR TO PRESSURE TEST AND SERVICE. CONCRETE COLLAR TO BE INCLUDED IN CLSM BACKFILL. / 2. PATCH APPROX 3 INCHES OF LINING AND COATING AFTER PLACING NEW STEEL PIPE AGAINST EXISTING RCCP AND BEFORE PLACING CONCRETE FOR COLLAR. / 3. CONCRETE MUST REACH 80%OF DESIGN STRENGTH PRIOR / TO PRESSURIZING PIPE. / EXST PIPING AND ELECTRICAL CORRIDOR AND POSSIBLE THRUST EXISTING BLOCK,SUPPORT AND PROTECT REINFORCED FOR REI NF CLEAN PIPE SURFACE DURING CONSTRUCTION CONCRETE SEE SECTION OF LOOSE MATERIAL GROUND COLLAR AND DEBRIS AT EXTENTS 1Lz- OF COLLAR PLACEMENT ' .� .. STEEL EXST RCCP• EXST CONC W PIPE O.D. I —` TRENCH BACKFILL I �� `�—- •— / _____■.....•.,■ ABOVE PIPE ZONE • • • • OF P ClR CLSM EXST FILL I OF PIPE SLOPE OR SHORE AS • REQUIRED FOR SAFE I I -- -----------*------ ----- --" EXCAVATION AND • • I #5 a 8' T&B PROVIDE ADEQUATE SLOPE OR SHORE AS BURY FOR RESTRAINT 48'PI REQUIRED FOR SAFE OF IN-SERVICE PIPES Nr'�� A PROVVATION AND PROVIDE ADEQUATE I , IIS 42 8-f EA SIDE, `, PERPENDICULAR TO^o BURY FOR RESTRAINT 2'CLR OF PIPE T t PIPE CENTERLINE 2 � �,, OF IN-SERVICE PIPES 7-0'MIN II ':z a 1 Z OOOOOO x::::.::. ......a:..__:z:::::: ¢i ALL SIDES-� .,` #5®17 �- LONG.,TYP CLSM 4 CLSM o. �� PE ZONE im SECTION EXST FILL 8'NON-PERFORATED 7-8' 7$' NOTE 1 DRAIN MIN,TYP MIN,TYP TYPICAL TRENCH SECTION _ - CI PIPE CONNECTION § 005-CY-103 NTS 005-CY-103 005-CY-104 005-CY-301 w 0 005-CY-302 C F 005-CY-401 0) S,� FO PROfFSS�' E WIPE 0 °'°° CLEAN WATER SERVICES SHEET TITLE CIVIL SHEET: 48°F•106 °WO' o DRN PAL�� DURHAM AWWTF Digttat stgnarlrre p °SH JAB DWG 11- 005 CY-502 THIS BAR IS DATE JANUARY 2015 OREGON .r CADFass ONE INCH WHEN CHK © ee11.dear CHZM H I LL PHASE 5B2-PRIMARY YARD PIPING ;�°, 005—CY-502 9��<<eYnN eoo� DJP 4•��•.ro' DRAWING IS TREATMENT AND HYDRAULIC DETAILS LEC SCALE AS NOTED FULL SCALE. REV it DATE BY APRA DESCRIPTION 2550 SW HiEsboro liwy. Haliboro,Oregon 97123-9379 IMPROVEMENTS PROJECT PwR 8491 I EXP. 12-31-151 0 AS REQUIRED, AS REQUIRED, 3/4'ADHESIVE ANCHOR, SEED SEE TYP OF 8,EVENLY SPACED 1 AROUND PIPE l� NEW 4T PIPE CTRD --" ON EXST PIPE z - 1'-0' z // \\ EXISTING PIPE OD #5 @ 6" m ,1 EXST WALL m / AT PIPE ENDS, — I i 1 1"CLR PIPE - • •• r -—-— — i • • I • . HYDROPHILIC WS • BONDED TO PIPE #5 Q 12'n STL PIPE #5 Q 6" ' ALL AROUND I / 8'TYP LAP W!HORIZ #5 @ 6"HORIZ, • • CONT ALL SIDES, NEW STEEL PIPE — PL 3/4• • \ LAP AROUND CORNERS T.O.EXST SLAB 2-#5 Q 3"HOOPS T.O.EXST \\ CEMENT LINING CEMENT COATING �, 1 1/2"CLR PIPE SLAB • 6"EMBED,TYP \ ...—i HYDROPHILIC WS, =1m. BOND TO PIPE ALL PLAN - / =1= AROUND _..... _...... / 1.1 \ #5 ADHESIVE 2-x503' #5x2'-0"Q 12" =%8=1 DOWEL,TYP HOOPS NOTE ADHESIVE DOWEL / STL PIPE WALL 6" ALL SIDES OF m%■ • FOR PIPE CONNECTION ENCASEMENT MIN TO SLAB SEE IM � HYDROPHILIC WS, I =4... _ A EDGE OF CONC COLLAR 6"� � AROUND PIPE ALL V OR ENCASEMENT SECTION SECTION 1 ... �-VP • CONC REINF 1 N 1 / , `\ 4" PL 3/4" / ■ �\6 _ I TYP © PIPE ENCASEMENT \ HYDROPHILIC WS CONT , rr. ALL AROUND PLATE NTS— 005-CYd01 • ,..- 1 6"EMBED,TYP 1/4! /�� EXST CONC PIPE 'j/ 1/8'THICK x 3"WIDE ---"" NEOPRENE GASKET /' CONTINUOUS AROUND NOTES: / -., EXST PIPE OPENING 1. CONCRETE COLLAR AND ENCASEMENT NOT SHOWN. `EXISTING SLAB 2. PATCH APPROX 3 INCHES OF LINING AND COATING -- - AFTER WELDING PLATE AND BEFORE PLACING CONCRETE FOR COLLAR. SECTION OPIPE CONNECTION TO SLAB NTS 005-CY-401 2 a Si c v N W F Q♦- 0 a N O N to di F N o �, Pitt/ E cu a S -GI sss fj = DRR. DR'G CLEAN WATER SERVICES SHEET TITLE SHEET of DWG �>emsE* O ERB DATE CIVIL 49 ��6 ■IMMI DURHAM AWWTF Digiratsignaht.e p DSN DJG owcs. 005-CY-503 THIS BAR IS C H ZM H I LL diE00rr CADFILEr ONE INCH WHEN C1eanV�dl,C< Services PHASE 5B2 PRIMARY oA�e JANUARY 2015 005 CY-503 'tiF/ E G1. cHx_ DJP OOS-Cw5wA95319agn DRAWING IS OurcommitmOntt.dear TREATMENT AND HYDRAULIC YARD PIPING ��•. .rosER+ APPD: SCALE. FULL SCALE. DETAILS cv+s 0 LEC AS NOTED_ REVS DATE c TE BY APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Orsgon97123-9379 IMPROVEMENTS PROJECT P 6491 IEXP. 06-3-2015 0 SCADA r-._.—.._..._. 1 SPEED HIGH AUTO FAULT RUNNING D i AU YA CN 'ON Sc PAH • • j LS-L: . - i1 1s- it ;��1 1� it • I o o • • • 0 a j P CP-12010A • PLC-6 L Au I A I rAl LONW S (EXISTING) • - T I I 1 ` 1 4. i '.-F--fah jr 0. 1 y 120V 4. 1 y • — AMP12002-LCS - • —F\I • SEE DRAWING 008-1-503 t • 1CA 1 FOR EXAMPLE DETAIL,TYP. i I • ALL LOCAL CONTROL STATIONS s__..., i AL• 1 • i •• • MSC'ER• 3 SC' ii TO HEADWORKS ( ) I EFFLUENT 1 I CONTROLPANEL 1j 1 8100S4101 I* HMI INTEGRAL WITH i DRY MEDIA PUMP I + A� SCRUBBER j t___..y 1 TO HEADWORKS TV-12002 EFFLUENT AL w ` AL AL I AL 1r:' L AS I AMP-12002 I (NOTE 1,TYP.) I TO HEADWORKS ALUM METERING EFFLUENT PUMP2 II.:4 • .(TYPICAL OF 6): ------.-•-- .._ -.--------_..-_..-_ _._._.-----.-.-.--.___-_.._._._._._._._..._ AMP12003-LC5 p AL I AMP-12003 I R� ALUM METERING PUMP 3 1.412003 AL ,_•_._._._._- • - - - - -•---•-•---------•-•- - - - - - - - - - - - - - - - - - - - - - - - - - - - - (SIMILAR TO ABOVE); AMP12005-LCS It AL I • e'e ALUM METERING 'i PUMPS V-12005 (SIMILAR TO ABOVE) I AL I AMP12006-LCS I AMP-12006 I 1 CLARIFIER 1 t` 1 ALUM METERING TO CL ELME@ V-12006 (SIMILAR TO ABOVE)- / AL f e AMP12007-LC3 I -"— TO CLAKIF€ER 2 m AL I AMP-12007 I N 0"1 ALUM METERING ./ E —C ; AL ✓/> Z PUMP 7 V.12007 (SIMILAR TO ABOVE) TO CLARIFIER 3 F __.._. ._. ... _...._. - _ . .. -._ _. . ... ...._._.._.._._.___..__._._........._._._.—.—.—'—'—'-----'---------'-----------•—'- --- ------._._._._.' V-12010 O a AMP12008-LCS p9 AL I AMP-12008 1 1 ' 107 ALUM METERING PUMP @ V.12001 • - - --_._.--_-_.-.-_---__.-.----__-_-_---•-•-•-•-•-----•---._.--___.-_-_---.-.-.-_-_--_--._--_-...----_-_-----•-•-----•---(S� -.-. OA---_ V-12011 AL LAMP-12009 I (EXISTING PUMP TO REMAIN) iii • 1' r ALUM METERING """"" EWES . �j A`... a FROM ALUM \S,`�`�p+�`1PROe O a TANKS c� ° • .4 4 105 431,1 r („) ORN: owa PMH DATE CLEAN WATER SERVICES SHEET TITLE SHEET °"°" o — INSTRUMENTATION AND CONTROL 50 06 Digital Signature Q °SN JAN°WGp 008-1.001 THIS BAR IS CHZMHILL DURHAMAWWTF P&ID �`°' .I o' a,a•°4, CAD FILE s. ONE INCH WHEN Ceanwale1 Services PHASE 5B2- PRIMARY Ohre:JANUARY 2015 008-1-001 1 FFREy p Kph m CHIC JDK aoawD+eoe37e.eoe DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC ALUM METERING PUMPS P<°.: wa° SCALE. FULL SCALE. REV DATE BY wm DESCRIPTION 2550 SW Hillsboro Hwy. HIIIsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT < Bgg1 I EXP.�t5 I O LEC AS NOTED _ _ _ _ (� DIFF I HIGH IN SPEED Q PDI PAH 0 ��r iQ �� F'�� iag TI IYLJ 1 0 0 0 0 0 1 0 0 0 I j I i 0 i o 0 o b o j o 0 0 PLG9 (EXISTING) 1 R I I I VI k 1 L a i 1 IIe J k�f• J j 1 ] 1yPI1 T I ` � '' "2r `i-' T T I "r T I T T T y � � i I T T T 1 1 41 -I , 1 I I 1 T T T I I �I -f--f- ---r t��i I i t FROM EXCESS I y I 1 I I FLOW DIVERSION I i 1 i i STRUCTURE 1 I • . I I FA _ 350VFD4101 XX I y - FROM PRIMARY 350V4101 . \/'�F*ULT\��P ON FAULT I 4- y EFFLUENT PUMP ® / 1 ( T� 1 ® I 1 y STATION I I I FA I 1J `- /`./\ /�_'\ •�� j I y y I ■ NPW I I FROM PRIMARY 350V4102 j i i •I 480V I 1 n A A A A A A A A CLARIFIER 4 j . I i I I I I ,POWER, I i I y I y 4- j -I 1 y I I 1 ,350EF4101-LC$ i I y i 1 ESET \ / 00 4 I I -I I FA I HS DL HS i I 4. Fr I I� I �� 1i �/ y j I FROM PRIMARY 350V4103 j / \ j •i � CLARIFIER 1 PDI I DS j yi 'I ! Pr!' 1 (1.;11-.)1. 4`j 4101 m j y y 4102 %,� I\ FA 4101 I > M x> 1 i i FROM PRIMARY 350V4104 e. , I I i . > u1 CLARIFIER 2 . . .- ' .a I i I :•> ••> �•> j Irl y y FA \I FA` �I/ I FA - - ' I ►Oj 3sovato7 i y 350Va110 a _ 350V4105 I 350V4106 •� AS I L. i CLARIFIER PRIMARY III. I35 FILT41011 i I I BIOFILTER CELL 1 1 IOFILT 101 1 1 y BIOFILTER ODOR I .1. I • ► I .� CONTROL FAN I I I A I . D I -I y I j i i NPW D (TYPICAL OF 2 1 120V 120V A A A A A A A A A A r----------------•-----------------------•—•—•—•, y 350LCP4101 y I y I I 350EF4102 LCS I 350EF4102 1 4' 702' I PANEL - y , I CONTR ER ODOR `� I CONTROLFAN 2 I 350V4108 350V4109 y I 350V4117 I I j j 350V4118 I i i NPW tin Fl N I (SIMILAR TO ABOVE)1 .i. :L. 350V411�4101 .-.-.---•---•-•---_-_-.-_-.-_-_-. .---_-•-•---- O 1350ARV62D11 y I / In I iti IRRIGATION Jr ; -I--4---I---I---I---I---I---,---i- S NFA. 2 WATER P a. SPACE 1 A N 3520 D�F\ C 1•- 350V4111 • HEATER 4. \ll.Jf/S.V� 1---1---1---1---1---I---i---r---r---/--i--4� 4101 BIOFILTER CELL 2 �120V ,� NPW COI I yI NPW Df31 C 4 PC,--.., D8 I•- • �� •FROM EAST PLANT 350V4124 350V4122 SV 350V4123 TO DRA1N 0 NPW SYSTEM I350PRV4101 4 / W CI _ C nCp PROf 0) D- �11 Nae.' p� ae.aa r U DA CLEAN WATER SERVICES -ET TITLEINSTRUMENTATIONANDCONTROLS SHEET 51°F"106 OWOE Digital Signature 0 III■PMH DATE: DURHAM AWWTF PLOT °"°°",. y. .- CH2MHILL DATEJANUARV2015 F� I ,e,• °s"' JAN CADFI 008-I-003 THIN INCH IS ( r $er�,ices PHASE 5B2-PRIMARY BIOFILDTER 008-I-003 fA 1' GDF0.E► ONE INCH WHEN �'D KA L CHI( JDK 9Da-I-003 495379.0pn DRAWING IS Our commitment I.clur TREATMENT AND HYDRAULIC °`°` — C APPD LEC SCALE: AS NOTED FULL SCALE. ova DATE �, �avn DESCRIPTION 2550 SWHaabol=Hwy. HMEoro.Oregon97123-9379 IMPROVEMENTS PROJECT _ n i sass I ea,. I �j SCAM r•---'—'—'—'-----'—'—'—'---'------ SPEED OPEN CLOSED OPEN CLOSE REMOTE SPEED CMD ON FAIL REM IO 1 (CO roPCal `/L� vRei I (S� (sH V kiA11 VRo kNV,'I,..T., ,,,._i,IO O 1 O D o o D o 4 0 244LCP950 O 0 0 I o O C o o o pLC-1$ (EXISTING) I II J J L I L 1 J ; l /1 JI& J IJwJ 1 T_ T ,T t T y I ^J1 II y1 1 1 I , T I i 1 j 4- 4- I ■ i -I y i I I 220J04;8-LCS 1 4- 1 �,1OROC � 1 y I I T I 1 y -I- 4' I 1 4' T PI I .I. j { r PI • i i -I ` T •I T �% j i i I I 'i & I T TO PRIMARY i i ± -I. I I CLARIFER 4 T �PI i i I PI t . A i T I I 1 , 1 I i i I 4_ TO PRIMARY I 1 I i y I 1 CLARIFER 2 y 1 I I 1 j , I i i PI I -I• �- I PI ! / 1 1- • I i y i f, t I T TO PRIMARY I 1 i 1 'i y' I �. CLARIFER 3 i ± I PI I 1 1 I T F€ 1 1 1 1 ) �� 1 i I +r 4. 1 T TO PRIMARY I 220VFD0801 * 220P0801-LCS L FAULT CLARIFER 1 -i t I 1 t� EEDFuLT PJR SET•1 i I 1 y yid ( YL YL �HS� HS 1 i I EXCESS I NFLOWL 1 EFFWENT EFFLUENT '/ /�/\ ," ' �i �' y 1 I , CHARNEL CHANNEL i i CHANNEL CHANNEL I + 3 /4. - i I i E 480V J POWER I 21.. Jr I I 1 CEPT i j \ y SrLR 8C•i I I a zs ^ i i �- - (!` I /`� ASOV © 1220P0601j CEPT 122000803 I I I i 0 DALL/h1 RSION• AS AL I O y HES GATE I a I �� "1,181-1---.1. ! .- ___ _ _ I i y ,1.,CC :Osc D j CI 22060801 Ni j 22000508 Ij•[220008w I! — ------- -----_ f J 1 - �--�— ZS HS © j ! HES GATE 1 1 I I a i \ / `� I II (SIMILAR 1 GRIT r j I '� 1 V I (SIMILAR j i TYPICAL OF(4)•j1-•TO LEFT)I : ©1 20000506 1 � HA EFFLUENT 8 TYPICAL OF(4)j TO LEFT)� 220V5201 ft i 2 I-_-_-_-_•_•_-_-_- � SIMILAR TO LE I iki - _L____._.________ r (SIMILAR, (SIMILAR! 220V5202 1 I GRIT O ! TO ABOVE)I TO ABOVE)I 1 1 0 1 2000.0r r I EFFLUENT a I I j • I I CHANNEL 1 1 1 1 1220PCV5201 1 w I + —(SIMILAR TO LEFT)I 2200.0802 22000804 HES GATE DI HES GATE 4DI • _ -__-__- ........................__. .+..._.._.._— ` Q I o * FROM EXISTING j l � I ALUM FEED I WET WEATHER rri I— -- --'t I— --t FACILITY(FUTURE) 'e POL POL AN iii a o FROM EXISTING �cn PROF I- S • POLY FEED Fp y a 10543PE+ r U CLEAN WATER SERVICES SHEET TITLE: Digital nature Dm: PMH : INSTRUMENTATION AND CONTROL SHEET' 52°Fi 106 DWG 1 s g 0 DURHAM AWWTF w :JANUARY 2015 F k, v °$N' JAN D"ar 00e-1-001 THIS BAR IS Cle Services C. ■2MH I LL PHASE 582-PRIMARY HEADWORKS EFFLUENT PLC II: 008-1-004 �°eeY D OM. El CAD FILER ONE INCH WHEN CHIC JDK 0081-0W_4957T9.dgr, DRAWING IS Onr commitment Is clear TREATMENT AND HYDRAULIC STRUCTURE c APPD: SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123.9379 IMPROVEMENTS PROJECT cR 6491 I EXP.630.15 1 O REV# DATE BY APVR P.I R LEC AS NOTED _ _ _ U MIA VENT F LuJ 0 :rte 0 IFlL1 . `r 1 1. i t jr 1 { 1 480VAC 1i O y /+ 1 'POYYER� i 480VAC J j /— 'POWER' � 1 i 1 t 0 y 0 fi t 1 1/"...-- i (01, . L I I MU-401 I I I EF.401 I MAKE UP AIR UNIT y EXHAUST FAN 1 I %,� NG y 1 " -I- , I 1 I .330LCP8001 ESET�S ILENCE 8001 — — HS� /HS\�� i 9002 I 1 120V—.1f i� I T I T �h h-p4 i ifiggl•—• T I � ~\ YA T 8001 1 T 0 I T t-l---h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h--h-4--h YL k oois ~p —h--h--h h-- n NO-GO iR i g. PRIMARY SLUDGE PUMP STATION Iu p PROF d •�S��.a,.<<�o E oat OA1O CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL 53"106 DWG — — - Digital Signature 0 PMH DAME D811 JAN DWG s, o09 Loos THIS DURHAM AWWTF P8tID "-°r °�°" DATE:JANUARY 2015 F 4r,.0.16_,4," U Serer CH2MHILL PHASE 5B2 PRIMARY PRIMARY SLUDGE PUMP PLt:t 008-1-005 "Fq CAD ONE INCH WHEN TREATMENT AND HYDRAULIC o K� c •a,c Our cesdt.eet U clot STATION AIR FLOW JDK aas+aoe_�n.apn DRAWING IS A°°° LEC AS NOTED FULL SCALE. REV. a� 8 , , 2s5OSWH8.twOHwy. N�EtfetD,QsgonVl1239379 IMPROVEMENTS PROJECT Puir 6491_ I EV.630-15 I �j MOUNTING �J RAIL,TYP END STOP WITH MARKING STRIP (ENTRELEC BA&PEH OR EQUAL) 715FCV6401 LOOP NUMBER r x x o X r x 0 ® x KNIFE SWITCH rWITH FUSE X X rx X TERMINAL NUMBER Ex m ° I ® xf, -NOTE 2 x TYPICAL X ° ® FOR EACH < JUMPER BAR (NOTE .r X OHO X r X m ° m x I- X 0 0 0 x E x O ° ® x E x ® ° m x r G 0 0 G GROUNDING TYPE TERMINAL r , 0 O 0 m � m r (D O -END SECTION IN CONTRASTING COLOR 715FCV6402 x x - x QI ° I ® x x Q ° ® x X m ° x x O ® x - x O Q x - X (S.) O ® x - x m ° m x X m ° x x 0 ° m x X 0 ° m X G O m G NOTES: ° 1. PROVIDE DIN RAIL SPACE FOR A MINIMUM OF 25%EXTRA TERMINAL BLOCKS. ui - 0 0 2. REFER TO SPECIFICATIONS FOR TERMINAL g IDENTIFICATION/NUMBERING CONCEPTS. 0 3 ARRANGE ALL TERMINALS FOR EACH LOOP AS ONE GROUP.PROVIDE LABELED END STOP TO IDENTIFY EACH LOOP. 0 TYPICAL TERMINAL BLOCK MARKING NTS to 0 a s**PROf's�oy ORIG SHEET TITLE SHEET of DWG* Di itulSi nature PMH DATE CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL 54 1 O6 OSN' JAN DWG.: ooa-I-soz THIS BAR IS DURHAM AWWTF TYPICAL TERMINAL CAD FILE It ONE INCH WHEN CeanWater Services CH2M H I LL PHASE 5B2-PRIMARY +_JANUARY 2015 008-1-502 ,FgEr D 10•° . L cHtc JDK ODs-i-502_a95379.dgn DRAWING IS TREATMENT AND HYDRAULIC BLOCK MARKING Our commitment i�cleu APPD. SCALE: FULL SCALE- RFVM DATE S� APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro Oregon 97123-9379 IMPROVEMENTS PROJECT Pwr 6491 I EXP.6-30-15 I LEC AS NOTED_ _ _ L _ U n n NOTE 3-\\ 7.00 CABLE 540LCP2103-L FU l ►I 0 0 0 P-540LCP2103 540-2103 — — — — — — (TO 540LCP2103 540FV2103-L L <LINE 1> DOOR) <LINE 2> I 540FV2103-L CABLE <LINE 3> ° I L C-540FV2103 o N 1-•IIIIII, L 540FV2103 L 1 CABLE <LINE4> MT:.L.3 00 C-540ZS2103 540LCP2103 N N 540LCP2103-N I■Iti] , 540LCP2103-N N 540LCP2103-N CABLE III al)PE® 1IIUJ 0 Cs40FY2103 ®c START 14 15 I■Iti 14 15 N (TYPICAL) III ®u® lilt 540FY2103 540FY2103 (TYP OF 2) III ®u® 11W I■I II IJ 540FY2103 540FY2103 :1°:: III ®�® IOW ZY III ®E 0 IIEI 540HS2103-R HS-R 540HS2103-R °o IM.I. aI IE °D III ® I 540ZS2103 C ZS-C 540ZS2103-C N III M• I IILI 540ZS2103-C STOP III 1D ® 1111 ZS-0 INIMIKOMMINIII 540ZS2103-O 540ZS2103-0 j \ III ®u® IIIJ 0 ZS-0 O III ®:® imw (TYP OF 20) Saozszlo3 0 I■Itl7:[I�I■ill ZS-0 / III ®�® I■!I III ®y® I1V SPARE MMUIIIIIIS 0 I° (TYP OF 2) SPARE N 11 ° #7 OFF/RESET LOCAL REMOTE / \ I 540LCP2103-G GND BUS LCP2103-G / / 24 (540LCP2103 540LCP2103 G 540LCP2103 G ��® \ / c T DOOR GND) N • o <SPARE> P. w • <SPARE> 0 0 O 0 U U 0 0 LCS INTERCONNECT DETAIL NTS LCS FRONT ELEVATION LCS BACKPANEL ELEVATION LEGEND NTS NTS O PARTS LIST ITEM NUMBER. a PART LIST # QUANTITY MANUFACTURER DESCRIPTION PART LIST # QUANTITY MANUFACTURER DESCRIPTION g 1 1 WIEGMAN NEMA 4X 12x10 ENCLOSURE 21 - SQUARE D 9001-SKP 38LRR31 INDICATING LIGHT,RED NOTE: `ii 2 1 WIEGMAN 12X10 BACKPANEL 22 - SQUARE D 9001-SKP 38LGG31 INDICATING LIGHT,GREEN M 3 1 ALLEN BRADLEY 1492-DR5 AL DIN RAIL 23 - - NOT USED 1. THIS DRAWING SHALL SHOWS TYPICAL ARRANGE LAYOUT F AND WIRING NG D DEVICES. CONTRACTOR SHALL ARRANGE PANEL FACE-MOUNTED DEVICES P 4 2 ALLEN BRADLEY 1492-EA35 END ANCHOR 24 1 GROUND BUS SYMMETRICALLY. 0 5 20 ALLEN BRADLEY 1492-W4 TERMINAL a 6 - ALLEN BRADLEY 1492-WG4 GND TERMINAL 2. PANELS SHALL BE PREFABRICATED ANSI/UL-508 LISTED UNITS. 7 2 ALLEN BRADLEY 1492-EB3 END BARRIER 8 5 SQUARED 9001-KN200 LEGEND PLATE 3. EXAMPLE ONLY. ASSIGN WIRE IDENTIFICATION BASED ON CLEAN 9 - SQUARE D 9001-SKS 12B 2 POS SELECTOR SWITCH WATER SERVICES STANDARDS. FOLLOW THIS EXAMPLE DRAWING 10 2 SQUARED 9001-SKR 1B PUSHBUTTON FOR EQUIPMENT LAYOUT,PARTS LIST,AND INTERCONNECTION DETAILS. 11 2 SQUARE D 9001-KA51 HERMETICALLY SEALED N.O./N.C.CONTACTS REFER TO P&ID'S AND WIRING DIAGRAMS FOR SPECIFIC COMPONENT 12 2 SQUARE D 9001-KA52 HERMETICALLY SEALED NO CONTACT REQUIREMENTS FOR EACH CONTROL STATION. 13 1 SQUARED 9001-SKS 43B 3 POS SELECTOR SWITCH S 14 1 PANDUIT C-1,5WH6 COVER 6 15 1 PANDUIT E-1,5X1,5WH6 WIREWAY EXAMPLE ONLY $16 1 LHM PHENOLIC LABEL ✓ 17 - ALLEN BRADLEY 1492-WKD3 TERMINAL BLOCK WITH BLADE SWITCH PUMP LOCAL CONTROL STATION (LCS) (NOTE 3) a 18 1 ALLEN BRADLEY 1492-WFB4250 NEON FUSED TERMINAL C (EQUIPMENT LCS SIMILAREp PROfFS o 19 1 BUS 2 AMP FUSE SIMILAR) o 20 1 HOFFMAN A-CHIIDV CORROSION INHIBITORS �S��cI NEiq�py ORID SHEET TITLE: SHEET: OF: DWG*: l6S3PE e 0 DRtt PMH DATE: - INSTRUMENTATION AND CONTROL 55 ��s _ _ Di it nature 0 CLEAN WATER SERVICES Digital g JAN 008-1-503 THIS /-r� y�� ` DURHAM AWWTF F omen. °�" DWG� CH2MHILL DAreJANUARY2015 R 4H y CAD FILE. ONE INCH WHEN ViP.�1I1 I JCIV1Ce.S PHASE 5B2 PRIMARY 008 1 503 FRFy p Kph E CHIC JDK aoe-F5o3_4s5379.Opn DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC EXAMPLE LOCAL CONTROL R�.: aPPD: SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon IMPROVEMENTS PROJECT STATION DETAIL c„5 I 0 LEC AS NOTED REVS DATE ST A� _ _ Pw>w 64911 I EXP•63415 0 ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATIONS DESCRIPTION QA INDICATING LIGHT,LETTER INDICATES 9 RELAY COIL • CO • COLOR: • TERMINAL BLOCK A AUTO A = AMBER R = RED B 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 F H H CONTACT,NORMALLY OPEN H HAND FORWARD OA INDICATING LIGHT,PUSH-TO-TEST •■ TERMINAL BLOCK,KNIFE SWITCH INC INCREASE LETTER INDICATES COLOR J JOG CR • O • L LOCAL J.j— CONTACT,NORMALLY CLOSED 0 LOS LOCKOUT STOP • FIELD DEVICE(S) M MOTOR RELAY/CONTACT MAN MANUAL PUSHBUTTON SWITCH,MOMENTARY CONTACT, 0 OFF,ON,OPEN 0 NORMALLY OPEN SOLENOID VALVE OR OFF/RESET Q DISTRIBUTED CONTROL SYSTEM(DCS) OR POWER R REVERSE REM REMOTE GA S SLOT PUSHBUTTON SWITCH,MOMENTARY CONTACT, 7 HORN,BEEPER CONTROL PANEL DEVICES SEC SECONDS NORMALLY CLOSED ( ) TDOD TIME DELAY ON DE-ENERGIZATION TDOE TIME DELAY ON ENERGIZATION H 0 A TDR TIME DELAY RELAY XOO QA • MOTOR CONTROL CENTER DEVICE(S) ZS-0 OPEN END END MIT SWTCH OOX SELECTOR SWITCH B BELL n 0OX (:). 2- I 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 OtO O DCS INPUT UPXXLLLPP WHERE FLOW SWITCH UP =FACILITY CODE XX =EQUIPMENT OR ISA TAG ON LLL=LOOP NUMBER TEMPERATURE SWITCH DCS OUTPUT PP =COMPONENT NUMBER NORMALLY OPEN SEE LOOP LIST FOR TAG NUMBERS. U LEVEL SWITCH STOP e DCS OUTPUT NORMALLY CLOSED PRESSURE SWITCH ANALOG SYMBOLS L.......J TRANSFORMER,SECONDARY TDR TIME DELAY SWITCH,NORMALLY CLOSED f""'1 VOLTAGE INDICATED FIELD WITH TIME DELAY CLOSING 120VAC 5 SEC 2 t —rte— CIRCUIT BREAKER 2-WIRE TRANSMITTER —— ANALOG I/O TDR TIME DELAY SWITCH.NORMALLY CLOSED WITH TIME DELAY OPENING a 10 SEC 2 o TDR TIME DELAY SWITCH,NORMALLY OPEN 771 FUSE FIELD v O\O WITH TIME DELAY CLOSING w OLI 2 XXX f 1 11 FUSED TERMINAL BLOCK f 30 SEC �r FUSE 4-WIRE TRANSMITTER 1- TDR TIME DELAY SWITCH,NORMALLY OPEN ©� XXX-i- SWITCHING TERMINAL BLOCK a O`O WITH TIME DELAY OPENING 2 UPCPLLLPP 180 SEC O XXX = GROUNDED TERMINAL BLOCK O LATCHING RELAY TIME DELAY RELAY O+ O 30 SEC RANGE O O- SIGNAL CONVERSION E, nJ Lii 111©1131 V) a C o 0.0 PROF4) E a ,1`,DI AEi.*4O9 4 1as■sME r U Dma. DVTD CLEAN WATER SERVICES SHEET nne INSTRUMENTATION AND CONTROL SHEET. 56 of 106 Dwcs. Digital Signature 0 PMH DATE Ds": JAN D"' 008-1-600 THIS BAR IS �7 DURHAM AWWTF DATEI JANUARY 2015 F' (4,.,o.,°a° O? U CADFILE* ONE INCH WHEN CleanWatel Services CH2M H I LL PHASE 5B2-PRIMARY WIRING DIAGRAM LEGEND P�Da 008-1-600 �FRFy 0 Ka i CHIC JDK 008-r-&u 495379d9n DRAWING IS TREATMENT AND HYDRAULIC c Our commitment is clear avvo LECs�E. AS NOTED FULL SCALE. „Eva DATE e� , DESGR�PTIDH 2Si0$WH;l,sn«n,,,,y. Hillsboro,Oregon IMPROVEMENTS PROJECT acpa 6491_ _ I EXP.630.15 I U- CP-12010A AMP 12002 r L VAC N FROM PANEL A IN MCC-12011 120 V 0 • • • ) • AMP12002-LCS L. N G • AUTO I AMP12002-LCS I � I iF "AUTO" I PLC. 8 SLOT XX I RACK: XX POINT XX CR2 I 1--• -I-- --III..........._. O PLC. 8 SLOT XX I RACK XX POINT XX I IRI —r-L--- O "FA Lr 8 SLOT XX H O A I RACK: XX POINT XX • XOX "RUN" "RUN" PLC: 8 SLOT XX L1 N G RACK: XX POINT XX AT CP•.12010A TO RECEPT. GRUNDFOS METERING PUMP GRUNDFOS G o0X W • `SPEED COMMAND' Y2225 MODEL DME 375-10 ♦ AMP12002-LCS I AUTO 810SC5202 TB2 a PLC: 8 SLOT X RACK. X POINT: X © 1 --e SPEED PLUG 3 MFR CABLE ® 2 7 7-•--CONTROL I STOP/RUN 1 CC BN ■ t _. — ON 2 C( ® 5V 3 C< I Bl • - .. 1 . XOO • OV 4C( CR1 I I • 0ON CR2 5VDC RELAY 1-1 —M ON TO CP-12010A TAG LOOP DESCRIPTION CONTROL STATION PANEL BOARD WH M • AMP12002 ALUM METERING PUMP 2 AMP12002-LCS MCC-12011 PNLA BK AMP12003 ALUM METERING PUMP 3 AMP12003-LCS MCC-12012 PNL B a AMP12005 ALUM METERING PUMP 5 AMP12005-LCS MCC-12011 PNLA AMP12008 ALUM METERING PUMP 8 AMP12008-LCS MCC-12012 PNL B AMP12007 ALUM METERING PUMP 7 AMP12007-LCS MCC-12011 PNLA PLUG 2 AMP12008 ALUM METERING PUMP 8 AMP12008-LCS MCC-12012 PNL B C< MFR CABLE BN RELAY CRl3 � _ BL I I� FAULT a FAULT .K 3 • • CR3 • a_ _ WH FAULT •12C< V • iU PLUG 1 MFR CABLE SPEED E._ GYM J_ SPEED o. CONTROL «�4-20rnA J BK • l CONTROL L1 N G i. 0 - i 120V SIMPLEX N TFLUSWIST-LOCK H RECEPTACLE NEMA L5-20R MOUNT WEATHERPROOF COVER O TWIST-LOCK PLUG NEMA L5-20 `n P(�f C) 7 E oaN: ORIG CLEAN WATER SERVICES SHEET INSTRUMENTATION SHEET' 57°F'106 ° �DigitalSignature Q PMH DATE: DSH: JAN°'NO` 008-1-601 THIS /�t�� c _ _- DURHAM AWWTF TYPICAL WIRING wT:JANUARY 2015 F,;(e •••°4r 5 CAD FLEA ONE INCH WHEN aeanW�er Serves CI-IZMH I LL TREATMENT AND HYDRAULIC ALUM METERING PUMPS RDf 008-1-601 FAEy o x,.+' c CHIC JDK aas�eo,sa5.ne. 4ir DRAWING IS Our commitment is clot LEC sc - AS NOTED FULL SCALE. DATE �, AMR 2550 SW Hillsboro H . Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT MA,A 6491 1 �'.6.3D15 I �j PANEL FIELD • 20000505 r -i . r 1 L 120 VAC NT L1 I T1 I L1 I Ii L2 1 A 20000505 20000501/05-LCS -4 f---1 I L�--- I- , I LORR I L3 1 T3-0."'.4""0-•I L3 REMOTE f 1 OOX I '- �"- I i — ■ • I 1----U--i-1.-•... .._.O-__.4-1-11- 'REMOTE' L j DSc I I PLC: 15 SLOT: XX RACK XX POINT: XX A 20000501/05-LCS OPEN • {I U ... -• -- iF i — "OPEN" • PLC: 15 SLOT: XX i L O�/R ; � RACK. XX POINT: XX I `Y I CLOSED XOO ^ • ---'--- -A COMMON I I •...........•• "CLOSED" f / PLC: 15 SLOT: XX L _I I RACK: XX POINT: XX I I I 00X i ` i• u OPEN • o I p • 1__.....• OPEN 1 I CLOSE I i • 3 0 —. I._ ._!_._............ ...........0 CLOSE I i 1 I I i 1111 I ` E-..... .._-._...._.-__.__.-._.._._-._._._....._..-L.-_ I_ J I •200LCP0505 I r—- * I t-- ih I E "OPEN" i • • 1 PLC: 15 SLOT: XX I RACK: XX POINT XX E I I "CLOSE" PLC: 15 SLOT: XX I . RACK XX POINT: XX TAG LOOP DESCRIPTION PANEL LCS 20000505 CHANNEL I OUTLET GATE 200LCP0505 20000501/05-LCS a 20000506 CHANNEL 2 OUTLET GATE 200LCP0505 20000502/06-LCS 20000507 CHANNEL 3 OUTLET GATE 200LCP0505 20000503/07-LCS to r. 20000508 CHANNEL 4 OUTLET GATE 200LCP0505 200G0504/08-LCS 4 6i W I- I- 0 J a 0 6 0 N Cli I- N et O ppp_`��F�y��pp C D. ��`�' Ir��A��O9 ". ORIO SHEET TITLE: SHEET' OF: DWG k. SDI Digital Signature 0 PMH DATE: CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL 5H 1OF) 8i 8'ta DURHAM AWWTF PLOT JANUARY FF 4 °S" JAN DWG 008-1-602 THIS BAR IS TYPICAL WIRING °° G1eanW�cr CH2MH I LL PHASE 5B2-PRIMARY OPEN/CLOSE GATES �C,r 008-1-602 '''a CAD FILE* ONE INCH WHEN EY p KA t_ CHIC JDK 00•1•02_495379.41 DRAWING IS Onr commitment is clear TREATMENT AND HYDRAULIC DESCnp,oe 2550Sw Hillsboro Hwy. Hillsboro,Oregon IMPROVEMENTS PROJECT EXISTING LCS 6491 I is p LEC SCALE: AS NOTED FULL SCALE. REV* DATE BY APVIt I U PANEL 200LCP0505 FIELD 480V PANEL 200PP0401 22060801 •CIRCUIT 32 r -1 . r V L 120 VAC N- F-+ T- 0 D-- _ _I I I I L2 I I L2 A 20060801 3PH t--T -0 --I--• 1 7 L3 I I I L3 OPEN ♦-� —0� I • •--?-----r • • I 1----• O "OPEN' L I PLC: 15 SLOT: XX I RACK XX POINT: XX I CLOSED r J • II--. O "CLOSED" 01R PLC: 15 SLOT: XX L R RACK XX POINT: XX REMOTE /� XOO COMMON I—.-I O 'REMOTE" I OPENED �% PLC: 15 SLOT: XX L J RACK XX POINT: XX I CLOSED I . . OOX• I 0 0 i . i COM. OPEN • o—- • • OPEN CLOSE • 0 * - - • CLOSE • -4 1 I •200LCP0505 "OPEN" PLC: 15 SLOT: XX , RACK XX POINT: XX "CLOSE" — J PLC: 15 SLOT: XX RACK: XX POINT: XX L J "fig LOOP DESCRIPTION PLC PANEL POWER PANEL 22060801 HES GATE TO PRIMARY CLARIFIER 1 220LCP0505 200PP0401-32 a 22060802 HES GATE TO PRIMARY CLARIFIER 2 220LCP0505 200PP0401-32 22060803 HES GATE TO PRIMARY CLARIFIER 3 220LCP0505 200PP0401-38 c}' 22060804 HES GATE TO PRIMARY CLARIFIER 4 220LCP0505 200PP0401-38 fV W f F I-- O a. a. i R CO id o C Y- PROf.r� a) C.1 Y:"xrr•tYti9 m E`S+JPE Oro+: OR10 CLEAN WATER SERVICES �n INSTRUMENTATIONANDCONTROL s" 59°Fi106 °N�• Digital Signature Q PMH wre: DURHAM AWWTF °°°° M JAN DING I. 008 I�o3 THIS BAR IS /�� r _�� TYPICAL WIRING "°T F qtr ,••° , c"i CAD FLEE ONE INCH WHEN n er Serves CHZMH I LL PHASE 5B2-PRIMARY ,D�te:JANUARY zols 008-1-603 °°Rer o K� � m CHK JDK aae-yea+_+eaT>9.epn DRAWING IS Oar aaalta•at Is clear TREATMENT AND HYDRAULIC OPEN/CLOSE GATES vlc.: Aran: SCALE: FULL SCALE. DESCRIPTION 2550swHIlle6wOHwy. HYIsGoo,Oregan971239379 IMPROVEMENTS PROJECT NO LCS CM ( owe3als 0 LEC AS NOTED REVS DATE B`' APVR ""J• 6491 0 480V,3PH 220VFD0801 PANEL 200LCP0505 i- r r r cPT ALUM DISPERSION PUMP }---}---� I 220P0e01 12 0v _ L 120 VAC N • A 220P0801-LCS • OFF/ RESET 0 0 • LOCAL REMOTE START • 220P0801 REACTOR R i X� STOP i J. •-- .1 -0—L0----20 O---I--• US © • ---- --- HRH♦—I---- O "RUNNING' O TOAUX I • PLC: 15 SLOT XX DISCONNECT I RACK XX POINT XX CR5 CR3 --- I�� I O PLC: 15 SLOT XX FAULT .-RUN' VFD RESET I RACK XX POINT XX QOOX PLC:" 9 SLOT XX CRB I O • O O� RACK XX POINT XX �---- 'REMOTE" I�� PLC: 15 SLOT XX AT 08LCP00404 I RACK XX POINT XX 0 O © • USE EXT. R C 6 SPEED REF. T o ♦ , 0 • O'POWER ON" • RUN CMD T CRS O I 0 • FAULT 1 'FAIL" 0 — --- • -- -- 0 • /FAULT • 0 • ON .L "ON' 0 © • 0 TAG LOOP DESCRIPTION pLC PANEL YEQ El& INT. 3 LOCAL 220P0801 ALUM DISPERSION PUMP 200LCP0505 220VFD0801 15 SPEED 0 SPEED REF POT 0 SPEED 0 0 • FDBK 0 R EXT. 0 0 8 SPEED a REF. 0 N Di 0 0 0 p I-0 J a 0 0 0 FILTER CR6 CR4 CR3 . . . . 1-1.1-1 r r� L J 3 Jill ________ ________ SPEED SPEED S MOTOR T ` CMD FDBK REMOTE RUNNING FAIL 6 DISCONNECT—� O N V TO 200LCP0505 ai 0 AUX DISCONNECT co 0 CONTACT,SEE ABOVE C H PROfF aS`�♦`."te ISS43PE tMp CLEAN WATER SERVICES SHEET T1UE INSTRUMENTATION AND CONTROL SHEET' 60 OF 106 Digital Signature 0 OKOOt PMH DATE: IMIN CON: JAN DWG it 008-1 06 THI /^�� `�� DURHAM AWWTF TYPICAL WIRING DATE •. rr CMFILE. ONE INCH WHEN anal r Se v� CH2M H I LL PHASE 5B2-PRIMARY PUMPS 'DA ..wNUARV 20,5 008-1-608 FFRtr o x►.Y''� °"` 1DK toatieos_saeata.apn DRAWING IS Our commitment i,clear TREATMENT AND HYDRAULIC PL Our c APPD: LEC�"E AS NOTED FULL SCALE. rEVI DATE z550SWI•rewo r. Nbbom,0c59 971239379 IMPROVEMENTS PROJECT Pair 6491 I D�.eao-15 I U 480V,3PH 350VF D4101 PANEL 08LCP00404 F cPr I BIOFILTER ODOR CONTROL FAN 1 350EF4101 •7 120V _ L 120 VAC N •• • 350EF4101-LCS 350VFD4101 0 0 O REACTOR ♦ ON OFF CR1 I XO I CR4 0 0 0 ,.- *-111- r --110-44- ® • I F-0-_ -I --- O RUNNING" PLC: 9 SLOT XX TO AUX DISCONNECT PRESSURE RACK XX POINT XX- • CIR1—♦-L--- O ,FAIL" O O O __�I �O O`" -- ♦ • PLC: 9 SLOT XX VF D RESET "HIGH RACK XX POINT XX • 350PDSH4101 O PRESSURE' RESET O CIRI � "REMOTE" 0-0 t� i o- p •• CO PLC: 9 SLOT XX RACK XX POINT XX 0 • IRS— -r--- O "HIGH PRESSURE" O IR� PLC: 9 SLOT XX USE EXT. SPEED t RACK XX POINT XX SPEED REF. T CR6 LOCAL\ r REMOTE 0 • p7QOX • ~ ~ RUN O T CR5 CMD 0 i"POWER ON • ..c......„‘, • O • FAULT T "FAIL" O • % • .0/FAULT" • O • ON T -- - - oh 0 • TAG LOOP DESCRIPTION PLC PANEL VFD PLC 0 INT. 3 LOCAL 350EF4101 BIOFILTER ODOR CONTROL FAN 1 08LCP00404 350VFD4101 9 SPEED 0 SPEED 350EF4102 BIOFILTER ODOR CONTROL FAN 2 08LCP00404 350VFD4102 9 REF POT 0 SPEED 0 n FDBK a' v < EXT. o n o SPEED REF. Q J 0 id f O O O F• F- O a 0 0 Q FILTER CR6 CR4 CR3 CR1 rHe rHo r� rHo L ?„r, • • • • J oa I SPEED SPEED HIGH MOTOR CMD FDBK REMOTE RUNNING FAIL PRESSURE Z DISCONNECT---"- -7- N 0 o-� J TO 08LCP00404. Ili AUX DISCONNECT CONTACT,SEE ABOVE C I- � ED PNROf maE a y r u443PE U ORIG CLEAN WATER SERVICES SHEET TITLE:INSTRUMENTATION AND CONTROL s"EET 61° 106 W Digital Signature 0 MEN DATE: ilIMMEM ❑ OREGON DURHAM AWWTF TYPICAL WIRING PLOT F 1(0'7143' DSN: JAN DWG 11: 008-1-608 THIS BAR IS t+u DATE:JANUARY 2015 F CAD FILE•. ONE INCH WHEN CleanWater Services CH2MH I LL PHASE 5B2-PRIMARY FANS PLC 11: 008-1-609 FRft.O OM' m °"K JDK 0064409_49537e.ean DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC E' APro. SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT - LEC AS NOTED DATE BY APVR 6491 I EXP.6-30-15 I o PANEL CP-12010A • L 120 VAC NT • PSH12002 ♦ I I ♦ O "HIGH PRESSURE" PLC: 8 SLOT: XX CLOSE @ HIGH PRESSURE RACK XX POINT: XX TAG LOOP DESCRIPTION PLC PANEL PLC 2 PSH12002 ALUM METERING PUMP 2 HIGH PRESSURE CP-12010A 8 < PSH12003 ALUM METERING PUMP 3 HIGH PRESSURE CP-12010A 8 e PSH12005 ALUM METERING PUMP 5 HIGH PRESSURE CP-12010A 8 N PSH12006 ALUM METERING PUMP 6 HIGH PRESSURE CP-12010A 8 ° PSH12007 ALUM METERING PUMP 7 HIGH PRESSURE CP-12010A 8 ui PSH12008 ALUM METERING PUMP 8 HIGH PRESSURE CP-12010A 8 2 F I- O 0 a O O c, W N 1- o �S��PEO P e ,c.7 E 0 4 18513PE r V DRN ORIG CLEAN WATER SERVICES SHEET nLE.INSTRUMENTATIONANDCONTROL SHEET 62"106 ' Digital Signature Q PMH DATE. DURHAM AWWTF TYPICAL WIRING PLOT 01OOON e OSN OwG a: DATE.JANUARY 2015 SE po 't' JAN 006-k620 THIS BAR IS ,e +a • CADFILER ONE INCH WHEN CleanWaber Services CH2 PHASE 5B2- PRIMARY DISCRETE INPUTS PLCN 008-1-620 `Aer p xn° E D" JDK 00&IA20 495379 E9n DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC c APPO. SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT ase sae, [ EXP.�3o-1s I LEC AS NOTED REV 0 DATE BY ArvR _ - _ _ (� PANEL 08LCP00404 FIELD • ENVIRONMENTAL ALARM PANEL 330LCP8001 V L 120 VAC N� L 120 VAC N •Z • • 330LCP8001 0• •PPOWER ON CR1 1- • 1 I I-6- "LEL ALARM" PLC: 9 SLOT: XX RACK: XX POINT: XX CR3 1 —� O 'FAN FAIL" PLC: 9 SLOT: XX SEE RACK XX POINT: XX EXCEPTIONS • 330PDSL8001 r I I t-- • 4t • --L-1- ' • I CLOSE LOW PRESSURE RESET TDRi I_ 1 T FAN OFF I J T.C. 1 • 330PDS18002 ® • I r- • 41- • - -+- 9. • 00-60SECCY I CLOSE Q LOW PRESSURE I L t • CR3 FAN FAIL TO CR3 I 08LCP00404 0-1 H-- CR1 kt* CR3 SILENCE CO•—I • •SILENCE TAG PANEL DESCRIPTION PLC PANEL GO/NO-GO LIGHTS 330LCP8001 PRIMARY SLUDGE PUMP STATION VENT FAIL ALARM PANEL 08LCP00404 330YL8001G/R CII R4 m CR3 GO' • N N 330YL8001G c 2 • II3 • u- L _'e(__"NOGO'♦4 p 330YL8001R I .., a • • 1 L_ 1 1 CR4 I 330YA8001 • •4 • • -L 17.1 HORN "' (SEE EXCEPTIONS) 0 N iii U) Q 0 �DPROfFs E a VS�0clue* e *54391 T U CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL SHEET: 63 °"4" DRID Digital Signature 0 miN PMH�� DURHAM AWWTF TYPICAL WIRING o DSN: DWG/: DATE JANUARY 2015 F r4r is N°, @ 15 JAN 008.1$21 THIS BAR IS C1eanWater Services PHASE 5B2-PRIMARY 008-1-621 'fay m CAD FILE i. ONE INCH WHEN CH2 ENVIRONMENTAL SYSTEMS PLCR Er 0 K� CRK JDK 4oe4821 45asn.apl DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC GO/NO-GO STATIONS C App° LEC AS NOTED_ FULL SCALE. �v* a,£ 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT va i 6491 I E .�1S 1 U PANEL 08LCP00404 v L 120 VAC NV A 350SV4101 "OPEN" • it----0�O---i • PLC: 9 SLOT: XX RACK XX POINT:XX BIOFILTER CELL 1 SPRINKLER SOLENOID TAG PANEL DESCRIPTION PLC PANEL 350SV4101 BIOFILTER CELL I SPRINKLER SOLENOID 08LCP00404 350SV4102 BIOFILTER CELL 2 SPRINKLER SOLENOID 08LCP00404 0 a o cn in N Cu m I- r O J a S' 0 6 0 N 1.1.I cri Q o C EO PROF °� F- 0 ��c�n8gq'r�Yp9 7 E - , 4 7s543PE r (J °aG CLEAN WATER SERVICES SHEET TITLE:INSTRUMENTATION AND CONTROL SHEET: 64°'106 DwGR Digital Signature Q °� PMH DATE: DURHAM AWWTF OAFG°e °SN' JAN DWG//1 00&1.622 THIS BAR IS DACE:JANUARY 2015 F�,sir io,ieo°, 5 TYPICAL WIRING CAD FILER ONE INCH WHEN C1eanWer Services CH2MH I LL PHASE 5B2—PRIMARY POWERED OUTPUTS PLCR 008-1-622 FREY 0 KPH _� CHIC JDK D064e72_,95379.esn DRAWING IS TREATMENT AND HYDRAULIC Our commitment is clear C APPO LEC SCALE: AS NOTED FULL SCALE. ova DATE APVR DESCRIPTION 2550 SW Hillsboro Hwy. HAlsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT - R 6491 I ■ EXP.s�o-15 I �j FIELD PANEL 08LCP00404 24VDC POWER 24V OV 350PIT4101 350PIT4101 /1.-- --..\ ± W n W 350PIT4101(S2) 71 Al ® 350PIT4101 BK BK J A2' r‘ AI.PoaSxxPoa+ + RACK X POINT: X AI:RxxSxxPxx- —SH— S =I—SH— SCALE: -2.5 TO 0 INCHES WC TAG LOOP DESCRIPTION PLC PANEL 350PIT4101 ODOR CONTROL FAN INLET PRESSURE 08LCP00404 350PDIT4101 ODOR CONTROL FAN FILTER DIFFERENTIAL PRESSURE 08LCP00404 350PIT4102 ODOR CONTROL FAN DISCHARGE PRESSURE 08LCP00404 1 co 0 N W H O L E. O W .5 (n a C 2 €;�• . ..9,(�� E a. CAS cs w e4 477A 7 --- 1SNPE r 0 oaic SHEET TITLE: SHEET: OF "" Digital Signature 0 °H"' PMH DATE CLEAN WATER SERVICES INSTRUMENTATION AND CONTROL 65 106 K 8 0 IIMMIMI DURHAM AWWTF TYPICAL WIRING °$N JAN DWG*: 008-1-702 THIS BAR IS ■� DATE:JANUARY 2015F,c''<r Ia,°°°,?. (J GAD FILE W. ONE INCH WHEN C1eanWaber Services CH2MH I LL PHASE 5B2- PRIMARY ANALOG TWO—WIRE 008-1-702 '`Rey 0 0*k _m CH". 008-I-702_4953790gn DRAWING IS Our cammitm°°"'clear TREATMENT AND HYDRAULIC "`"' INSTRUMENTS aPaD LECSGLE. AS NOTED FULL SCALE. REV# DATE B� , DESCRIPTION 2550 SWHllsboroHwy. Hillsboro.Oregon 97123-9379 IMPROVEMENTS PROJECT cws 6491 I EXP.s.30.15 J U 350VFD4101 PANEL 08LCP00404 SPEED 350VFD4101 350EF4101SC(S1)— 350EF4101SC(S2)— CONTROL 4-20 mA -I. W W ! Al �- I AO:RxxSxxPxx+ t SPEED COMMAND BK BK 0 C —— 350EF4101SC A2 PLC: 16 SLOT: X AO:RrocSexPxx- RACK X POINT: X SH— S =I—SH SCALE: 0-100 % SPEED 350EF4101PV(S1) 350EF4101PV(S2)— FEEDBACK 4-20 mA _ + W _ W f A3 / Al:RocSexPex+ + SPEED BK BK 1 —— 350EF4101PV FEEDBACK }� A4 �- 0 AI:R D S D Pxx- RACK X POINT. X ` SH— S = —SH1 SCALE: 0-100 a TAG LOOP DESCRIPTION PLC PANEL MCC g 350EF4101 BIOFILTER ODOR CONTROL FAN 1 08LCP00404 350VFD4101 o 350EF4102 BIOFILTER ODOR CONTROL FAN 2 08LCP00404 350VFD4102 220P0801 ALUM DISPERSION PUMP 200LCP0505 220VFD0801 I ket FR g Ill ,.1 I 0 g N N O tii O w (n H o C 0 G PROfF DATE SHEET of owc x. Digital Signature 0 CLEAN WATER SERVICES SHEET TITLE INSTRUMENTATION AND CONTROL 66 106 8 x °� SLH DATE °B" JAN°w°"' oa6-I-�oz THIS `I7 �. _ DURHAM AWWTF F ,-,. e ONFOON CnDCaEx_ ONE INCH WHEN C1eanWater Services CH2MH I LL PHASE 5B2-PRIMARY ANIALOG VFDG DATE:JANUARY 2015 008-1-707 �'`EY 0 Kew °HK JDK 008-1-707 495379.dgn DRAWING IS our commitment ix clew TREATMENT AND HYDRAULIC V ! E' APPD. SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy, Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT LEC AS NOTED REV0 DATE BY APVR Pws w 6491 EXP 6.30'15 I O 0 3 INSTALL 12"VICTAULIC 'd ,„ NO.60-C END CAP(OR ',. APPROVED EQUAL)AT I PIPE CONNECTION t _ ROTATE TEE 180 DEGREES '" IN THE HORIZONTAL AND DEMOLISH ALL ALP .� DEMOLISH GHTT POLE. IEMOLISH PIPING ABOVE AND . INSTALL 12'VICTAULIC NO.60-C DROPS AND DIFFUSERS ALL WIRING BACK TO BELOW DECK ON CAP(OR APPROVED EQUAL) SOURCE.DEMOLISH ALL 4A ON BRANCH EXPOSED CONDUIT i ■ MP4OFet/7s.rsr... • i t a•,9' 1 f,,A1D I s� rztrzsotrn) ws f e c..... ..a I 3 GE G �� N • kN! i _ �`.,, a •' 4 > i, € .!-i .o� *� o a .0 UV are atur arrc w N , i eat. » vn Awu b �� rn�/` �� ii I `j __ Fin' _- ,w ---•I --• I I Erne MB __ I •may I Lt , ti ■I �...- w „y_ ,, : i=li, _ — Jar .0.0.., 1 L , 1 I DEMOLISH 11'-0"WIDTH OF ,-. ■�'"�"'•�r .....:..: (6 4n 1 ;r I C PARAPET FOR ACCESS TO i - 1 + furl ( f�>� I 1 a a HES STRUCTURE.SEE(-3,66)&43)I r allffisi_ _ DEMOLISH EXISTING S I `�' 1 I I - 1,� SIMILAR.REFER TO dtlt� w 6 WALL TO EXTENTS SHOWN r �* * I 1 ..r. I I STRUCTURAL DRAWINGS TO •�, .. FROM 4"ABOVE T.O.EXST ',� �e►� �� 3 j M1� I f ^. 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O --§�_ _-------- i i I I i i 2. WATER TIGHTNESS MUM ‘____________________________I_____ WATER SURFACE ELEVATION IS 176.00. 1 , ' .../--11 FACE OF EXST WALL • CONC FILL AT SUMP, TYP AT TWO EXST^ CHANNELS.SEE� e \ 3§0 EJ F 3-0' t220-S.-30,1 1 #6x4'-0•T&B, CONNECTION 70 22"-3°1 ON CORNERS, EXISTING STRUCTURE(,32��_____ / 1 TYP 2 LOCATIONS EDGE OF OPENING TOC EL 163.00 I IN EXISTING STRUCTURE 3264) I§ a I H a I 0 ________,,________. ------------;___L--- I I kl I EDGE OF OPENING . 7.0• I I I IN EXISTING WALL, A SEE 220-D-141 A 220-5-301 I I I 2Z0-SS-301 • `/ I I SLOPE I `� ®TOC EL 160.00 b•29 1�, I I I b cS `v I I 5,-0•N,TYP I I • h ..-MI i - 5-0• I 7-0• I Ex T2 TYP O SLAB EJ(3212 2 MIN,TYP HPT FILL EL 162.75 CONC FILL,TYP MIN WALLS,HOOK ' /��\ TYP 3 SIDES 1 OF 4 DROP BOXES I AT GATE OPNG WALL EJ\_32) L SLOPE TO PIPE © INVT L • 1'-0•WALL EXTENSION ' ' I —FOR FUTURE EXP. I \ J PROVIDE DOWELS •- • AND WS 3121 /1 '�/ • HORIZ REINF J AND 3253 TYP § PIPE 1O LA : #608•HORIZ CORNER REINF ' EA FACE,TYP ! 4 OF 2 LOCATIONS I 1 w T I 0 I 1 J - I. l J a I rn , •e I : I I I I –TYP HORIZ REINF PIPE COLLAR I EF,TYP UNO 4 PLACES(3321) B O FOUNDATION PLAN 2 R iii to t- < C o ,� pPROF( ,y E a V4- ' • �T U OM CLEAN WATER SERVICES SHEET TITLE. EFFLUENT STRUCTURE : 68'106 °"" '°"°°` AMR DATE: MEMMII DURHAM AWWTF STRUCTURAL Digital OREGON ..,2, p r C�nWit CH2MHILL PHASE5B2-PRIMARY FOUNDATION PLAN w :JANUARY 2015 220-S-141 fG1-�+a0 so-LAS 220-5-141 su1 THIS BAR Is r OM CAD FIX N ONE INCH WHEN Our commitment Is Haar TREATMENT AND HYDRAULIC PLC ft ° c ALF aas14±4iw7a.api DRAWING IS "PD LEC AS NO D FULL SCALE. ° DATE .ESU+rT1o. zsSosw Hillsboro Hwy. HIIsboo,o.pa 97123-9379 IMPROVEMENTS PROJECT rwr 6491 I EXP.06-30-16I V Q 24'4' 15'-I. c) % '4 1 1 IT-Cr 10'$ I V-o• I I Ir TYP I P I B �-1 SUPPORT FRAMING,BEAMS 1�02 1 "�� BWWALL CONNECTION ALL DROP BOXES (5087)TYP I I I I I s o s I tri g a BM/BM CONNECTION m 0 ' )TYP 5076)T I I ? � PARAPET WALL 1 1 5,-0- r-U'I 1 . AL 110x10.29 220-S-501 I —-—- — �i I 7-3- 6'-0' 4' EDGE OF DEMOLITION TYP ` NP I :TO EXST PARAPET,SEE 220-D-141 I I 0 - I HI _�OPNG.TYP _ 1 2'I I� I E 1 AL 110x10.29 AL 110x10.20 AL 110x10.29 N o I I I I - r-0- I I N o I I 1 '- 22oS301 = I= 0 I 0 0 I I 220.5.301 a AL 110x10.29 0.4.- AL110x10.29 I ALnoxlo.2s I I i 0 n ----------'-- AL SUPPORT b .- I FUTURE GA� b a- I T-0- I .r:.r♦r /. I ANGLE AT EXST OPNG,TYP 1 MIN ♦ WALL ,s;,',-,-;', ,,,� ♦♦♦♦♦ rr' (5577) rriiiirrrrr// ♦♦ ♦ ♦♦♦♦••s�♦�♦♦♦♦♦ rr 0.1 HINGED PL I / /rrrrrrrrrrrrrr/r ♦♦♦ I ♦�♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦�♦♦♦ ♦♦♦ ♦♦ . rrr/ rrrrrrrrrrrr // / /rr//rrr/rrrrr/ rrr ' ♦�♦♦♦ SECTION,CTRD /♦/`r i`i r`r`r`i.„:./ r`Tr`i `i``i r/r :::./ i`r♦s`/Z//`/`i `i♦r`r`/;:/Xi`i♦i`/`r` ✓♦/♦r♦/♦r♦r I ON CHANNEL I •r Ti`i ii. �!♦�,♦,♦,♦,♦,♦�r♦r♦♦r♦r♦r♦r�♦r♦r♦}.r♦/♦/♦/♦r♦r♦,♦,♦,♦�,♦,♦,♦♦♦�,♦r♦r♦/♦/♦ ♦/✓♦/♦/♦r♦r♦: AL 110x 10.29 r♦i♦ r♦r`r,i. .L,I J OX10. . . ,�r`i``r`r`r`i`•`r♦/`.`i♦/♦i`r ,, I 10 r�/♦r♦/♦ ♦r✓♦;♦i♦i♦i4 ,�lL,lab, T-------- ♦♦ rrrrrrrrrrrrrrrr;'♦♦♦♦ ♦♦♦ ♦ ♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦' r/✓//A• !4 I ♦�` ;r`/�';i� �r�:�r r�`i:;rrr``i♦/♦r♦r♦/`�r♦/♦ r♦r♦r\r♦/ ♦/♦r`/♦/♦rrr♦r♦/♦r♦r♦/♦r♦/♦r`r` /♦��/✓,,'1.\V♦„'., I 1 ♦♦♦ r r r r ,/♦/♦/♦/`.`,, /�r♦r♦/♦/♦ /`r`r`r♦r`r♦r`r♦r`r♦r♦r♦r`/`r♦1 `'�`i i♦♦r` I�----'—' /rr ♦i`i`r`i`i`ir`iri`i�i�ir`i`i`i`i rrr/ r/ r/rrr rrrr/rrrrr/rrr r. ♦ ♦��♦♦' © —_ _-----_—_— 1 rriti�iFi}i`i�i}i�i i .'ir _m - ri_ - --I I- _ — ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ rrr/rrrrrrrrrrrr //'/rrrr;;/rrr `/, ` ♦♦♦♦♦♦♦♦♦♦ ..__........_.4 — — — — —' — ;♦i`i/♦r♦r`;♦r;r`rr' '/r/ rrrrr;rrrrr 3!4' �OTTED HOLES ( r`'V`r`/`/♦r♦r♦ry`r`/``/ N' r♦''` `''r♦' ':' `iiiii ♦r•;♦r�� AL CHKR PL TO COVER CHANNEL, AT TE OVER EJ EA r`r♦i`' rr/iri;<4...r`rr ••,. r`r`/r`/;rrr r`r,/\r r.`r r..wse, ♦r♦r♦/♦i ;`i`i`i\`i`r i♦i♦i`i`i`i`i`i♦i ♦/ rrrr/rrrrrrrrrrrrrr ♦r♦r♦/♦, 5578 TYPE'C,TYP Syr - D OF PLATE OVER_ AT HINGED PL ♦��♦��"♦"`""" 'ALL SLOTS SECTION ♦♦ ♦♦♦♦♦♦♦♦♦♦ %`/////"r/,rr/r/rr/' r ;i LTOSPAN r/ 'rrrrrrr;r ♦♦♦ ♦♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦♦• %r♦i` /`ii`r`r`i♦i ;r ! ‘•\' •/:;:/,',/,/,',/,/,',,♦r♦/♦r ♦i♦i♦r, I 71 ' -ARAPET(3231 3231) I ��♦% ♦♦♦ rrr/'r */ SINGLE PLATE SECTION rrrr rr ♦♦""` >> ' W/MIN WIDTH AS SHOWN I I I :'>'\<♦ri „r„7i`i♦i`r `/s/` I ♦rte;/�;i\♦ /♦■:.: ♦ ♦♦.�♦♦♦ \/ ::.;:::;;:/::/;%,"/"7.A ♦♦♦ /,rrrrr / ; EA SIDE OF WALL.INCREASE •♦♦. ♦�♦ rrrr\♦ WIDTH AS REOD TO CLEAR /r' r,i r r r r ♦♦r♦/`/♦/\/♦ /`r♦/� ir; r, rrrr ♦%,,...,...,\/, rrr. `i`i ♦ r`//` ♦♦♦ r r`r♦/♦ • STOP LOG GUIDES,TYP,SEE I _ .. ><>".;♦X♦ r'/Z > '''d 220-S-501 /r rr. `i`i`i`i `i`i`i `� �� '/ r;rr' r�i♦i rrr, D. I n o I 8 I I PLATE AT BEAM I HINGED PL SECTION TO I TYP a (5577 T PROVIDE 1'-0'x2'-0-CLEAR I I OPENING AT EA DROP BOX I B AND AT END OF CHANNEL WHERE SHOWN,TYP OF 5 20-S-302 LOCATIONS.SEE( 5 220-5-501 O TOP PLAN ti 3/8•=r-0- to C C o vp PROfEA, E CLEAN WATER SERVICES SHEET 1r 1IIEADWORXS EFFLUENT STRUCTURE SHEET 69°F:106 °""` I6PE o °�, AMR Digital Signature 0 OSN. DWG fi DURHAM AW WTF aa:JANUARY 2015 r. OREGON zy ■� STRUCTURAL LAS 220-S-151 THIS BAR IS Qean r Services CH2M H I LL PHASE 5B2-PRIMARY TOP PLAN 220-S-151 1F wre.0s G m cADEaEa: ONE INCH WHEN Our commitm•et Is clear TREATMENT AND HYDRAULIC P`°` ,'IRON SG' c �� ALF �-%+51 aasl7.dr DRAWING IS APP°_ LEC SCALE: AS NOTED FULL SCALE. » DUE a. APVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT _ P sasl _ EXP.oe-3o-,e V Q o Q PARAPETS i PARAPET � GATE OPNG 3231 HT T.O.PARAPET I I I EL 183.50 I I J I EXST STRUCTURE T.O.WALL I I - EL 180.00 - I 1 ■ 111 I I ♦ I 1 I I _..-.. FUTURE I ( EJ AT WALL —.-- GATE OPNG Cl) FILL SUMP BEYOND• I �' I I WRH CONC FILL TO T.O;CHANNEL SLAB 220-S-501 I I LIQUID TIGHTNESS AT THE NORMAL AND TEST MAXIMUM EXCESS FLOW CHANNELS.•• I I V WATER g�RFACE T.O.OPNG PLACE IN MAXIMUM 4'-0' ELEVATION 178.00 EL 178.00 HIGH POUR HEIGHT AND . 'ALLOW MINIMUM 8 HOURS I I BETWEEN POURS - _ L REPAIR/CLOSE EXST 7 ' •GATE OPNGS ._....._ .. OPNG IN EXST._... -PROVIDEWS� 74�----__ • STRUCTURE, AND GROUT GROOVE i • I I SEE 220-D-14 I PER®' • i . ? I0.0.OPNG I i 1 i EL 188.70 i ; i I I I cOMN TO EXST I \— i I N8Q12'VERTS W! j CONE r 3264) ' I i i V DQWELS §L l EF FROM GRID o A84212"EFW/ BTOC,TYP . Allik,„ i FUTURE I i OF 2 WALLS I ''•EXPANSION MATCHING , ® DOWELS,TYP AND CD TYP I I BOTT OF OPNG I AT SLAB AND 8130r HORIZ AT BOTT 4'-0' WALL EXTENSION • • OF WALL,TYP ALL WALLS i EL 183. WALL BASE(3305)TYP I I OW"r1 • • 7 Ate " TM FROM GRID B TO - - T.O.CONC • • I I GRID C 1 EL 180.00 J \ a4 _ 1 '•' SLAB EJ 3212 `EXST 7-0'SLAB i 12'T68 REPAIR OPENINGS IN CHANNEL WALLS BEYOND EW,TYP UNO I I DEMOLISHED FOR 5-10' 1'-9' 7-0' TEMPORARY WORKS AS a I I 1 "1 SHOWN O0�W TH IWS e AND GROUT GROOVE S PER(3103) ,ii 2 t_ a SECTION 3/8._1,-0. 220-S-141 220-S-151 220-5-302 in Ili w N 0 C o 4\ OPROfp, , E a. MG 7 SRN CLEAN WATER SERVICES SH HEADWORKS EFFLUENT STRUCTURE 70°'106 °"°' MINE ° AMR DATE u DURHAM AWWTF STRUCTURAL °`°T �OREG�'y a °$" LAS°"G` 2 0-S-301 THIS BAR IS ( II\CI SeTV1Ces CH2M H I LL PHASE 5B2-PRIMARY SECTION A DATE JANUARY 2015 220-S-301 �/F 'FY+t.m" G`2 co uec CAD FILET ONE INCH WHEN Our e.mmitmnt u slur PLC R IRON SCOG y ALF +4as3Ta.agn DRAWING IS TREATMENT AND HYDRAULIC wPD LEC SCALE, AS NOTED FULL SCALE. f DATE N oEacnv„ox 2550 SW Hillsboro„�,. HIIIs6av,oregon97,23-9379 IMPROVEMENTS PROJECT unit 6491 I EXP.06-30-161 �j Cr) 4 Cl Q i i EL018350 i pill r I •;I I T.O.WALL I , i EL 180.00 J L U I 1 L 1 J. 1 r - r #8412'EF,EW,TYP I I I I I 1 I ! 1 # ! 1 3 I I 4 TYP HORIZ BARS a 3'SPA . f Y •'!n j�EF BELOW GATE OPNG,TYP _ 1 1 T ` . CONC PIPE Ir"J' • COLLAR(3321 s- \^� OPNG REINF( 1) EXTEND DOWELS A LAP ill ... _ ._ _. LENGTH ABOVE OPNG,TYP —.— r• _ r I I CONC FILL,FIBER I I II ■ ■�� REINFORCED.TYP — I I �■ ■�_ J/I I I T.O.FILL EL 182.75 ■ M. /�IIIIII I I: :I� I I N868•ATBOTT I I II/ t� ! ,�••• ••' 4'-0'OF WALL,TYP r �, - . r WALL BASE(3305)n'P I L I .0f,_&Ur FOR SLAB REINF SEE I/ A \1 a. 220-5-301 m �� cl - SECTION w 0 zzos141 a 220-5-151 id N c - C o PROfE E v IN : �QL = M716PE �i U GPoG nEHFADWORKSEFFLUENTSTRUCTURE SHEET. 71°F-106 °'"4": 0 AMR GATE �� CLEAN WATER SERVICES SHEET TITLE u DURHAM AWWTF STRUCTURAL "GT Digital OREGON Signature °'" LAS°`"�" 220-S_302 THIS BAR IS (�1IIndt r- Seivices C■72M H I LL PHASE 5B2-PRIMARY SECTION B GArE JANUARY 2015 220-S-302 G. Y"10.1°' / 0 CHIC GGE.E. ONE INCH WHEN Or,r ee-vdn16 elect TREATMENT AND HYDRAULIC "°' ,IRON SCO C ALF n"-302-186379 a�. DRAWING IS APPD: SCALE LEC AS NOTED FULL SCALE. �� „P,0N 2559 SW Hl hiboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT vn CWS r 8491 l EXP.06-30-181 �j WALL CL TYPICAL REINFORCING CONTINUOUS THROUGH FUTURE OPNG GATE GUIDE BLOCKOUT SIZE TO GRIND PL LUG MATCH OTHER GATE OPENINGS 4111 PATTERN FLAT AT HINGE AS REQUIRED SST SURFACE MOUNT TO SEAT HINGE LEAF BUTT HINGE.2.375'LEAF TYPICAL HORIZ HEIGHT AND WIDTH.5/16' •FORM REVEAL AS DRILL AND TAP PLWS PIN DIA.THREE PER HINGED SHOWN BOTH SIDES PL SECTION,EVEN SPA AND BOTTOM OF 4 TYPICAL REINF CHECKERED FUTURE OPNG BARS @ 3'SPA EA PL,SEE X16 ir yq" SIDE OF OPNG EDGE OF v THREADED COUPLERS #3 @6-TIE _,—�� —,e•�� a e FUTURE OPNG ' .J AT CONTRACTOR'S OPTION J ANGEE AT CONCPOFOR 4• '' " (7 � GROOVE AND GROUT #3(a�6' . e:�'•w 1 PER(3,03) HAIRPIN I 4 TYPICAL VERTS @ 3' SHOWNASEEN N® , e a HYDROPHILIC WS O �I PROVIDE ANCHORS AT SST PL 112'x1 1/2"xCONT LEAVE 3 SIDES OF BLOCKOUT SMOOTH 1a,` 01 AT HINGED PL SECTION AND APPLY BOND BREAKER TO SIDES �� '■I HINGED PLL SEIC IONF OF BLOCKOUT ONLY 11tg1 CONSTRUCTION JOINT ROUGHEN AND WALL I.F. CLEAN AS SPECIFIED HINGED PLATE 1- i WALL CL #6 VERT 0 a 4'x6' GUIDE UT FOR 0 NTS 0 GATE GUIDE CTRD ON WALL,COORD DIMENSIONS 220-5-151 PLAN PLAN WMAX MUM 8"WIDTH TURER NOTES: 1. PLAN SHOWN FOR OPENING SIDES.BOTTOM OF OPENING IS SIMILAR. NOTE: 2. ADDITIONAL REINFORCING EACH SIDE OF BLOCKOUT NOT SHOWN.SEE PLAN SHOWN FOR OPENING SIDES. BOTTOM OF OPENING IS SIMILAR. O DETAIL AT FUTURE OPENING GATE BLOCKOUT REINFORCING 11/2"-1-0" 220-S-301 6" T-0' 4 1/2' ''• MIN PL SECTION L4x3x1/4 STIFFENER,LOCATE • 3/4'CHAMFER,TYP- 3'FROM EDGE OF PL,TYP ` SEE C5576)•SIM •314' a ' LOCATE PL 1'FROM GATE AND FRAME KICK,SEE NOTE #5©12" - I GATE 3!4• a B BLOCKOUE CL GATE FRAME GATE/FRAME L- a MI EXTENTS m 1 1/2' 3/4' b, e 1 _ 1' AL L4x3x1/4xOPNG I WIDTH,LLV .T- - Ir 1/2'SST BOLTS 3/8'THICK 4D o AT 1'-0',TYP I / DUROMETER " • j N , ' RUBBER PAD, 1 r TRIM AT GATE n i ( CHKR PL WALL O.F. r 3" i en 1 . M r" ui AL L4x3 STIFFENER 8 O a I NOTE: I RUBBER OPENING COVER AND ANGLES NOT SHOWN,SEE SECTION. © PARAPET DETAIL PLAN SECTION us PLATE AT GATE OPENING O1 220-S-151 w 220-S-301 CD 220-S-151 0 �EDPROfes E a z 'tG1N-.4f/p/* U DEN ORIG CLEAN WATER SERVICES SHEET TITLE:HEADWORKS EFFLUENT STRUCTURE SHEET 72 OF 106 DING" 't 783ISPE O AMR DATE: Digital Signature D5N LAS DWG" 220-S-501 THIS BAR IS �+7 c�_ DURHAM AWWTF STRUCTURAL DATE f OREGON v c�DVaea. ONE INCH WHEN C1eanWabe4r �IV1CeS CH2MH I LL PHASE 5B2-PRIMARY CB JANUARY 2015 220-S-501 G'f-, 44y �OG TREATMENT AND HYDRAULIC DETAILS C CHK. ALF -��yr�Ty DRAWING IS Our commitment is clear gRpry SC °C' SCALE FULL SCALE. DESCRIPriON 255°SW HIIb46ao Hwy. Hillsboro,Oregon 97123-8379 IMPROVEMENTS PROJECT R: LEC AS NOTED �V� DATE BY APVR 6491 I ExP 06-30-1 s l U IMP 1 - - 1 B 11 20-M-301 I -.__._. I t1 .821.""". r POL(EX5T) }-•—Y SPA*(011131)J TO PRIMARY TO PRIMARY I �'"' I ICLARIFIER 3 i CLARIFIER 1 I I - 2,AL(ExST) MI POL(ABOVE) 1 I 48'PI 48"PI 2'AL(BELOW) I I I I TANDEM THRUST I_'a�i INV r' COUPLING 1■�•1 ,■��I NEW EXISTING (15540)•TYP 1111MME1111 1111■■NI111 HEADWORKS - HEADWORKS EXISTING EFFLUENT IIUI 11111 STRUCTURE 1111.••1111 1111•••1111 EXCESS I NORMAL GRIT GRIT • I—.---1 E In1■■■MI I? MI IMMMIMII 2'POL(ABOVE) ■ FLOW I FLOW I;: EFFLUENT EFFLUENT [ FLOW DISTRIBUTION 4O Ilil� r r�t M1 Y AL(BELOW) CHANNEL I CHANNEL CHANNEL 4 CHANNEL j 5' WEIR TROUGH,TYP I ._-..___ I 111111111111111111111 I I SEE • (22`M fr011 �4 ti` I , � ''r 1 Sig � �a' L•. `,s,<''',;. - n� 1Tx24'SCUM —.. ._. I I 1 I 45,4•'-0 ' `1 j REMOVAL HATCH FOR •I" VACTOR TRUCK,TYP t! I i 1 �''` :r • "I 1 P 11 l . a {y � lN y S : 220G0801 77507 FABRICATED 1 220P0801 ALUM DISPERSIO I I I I 1 I : . 22000803 °'�• 8.sC�.+4S +}X,:LW A 1 CHANNEL GATE,TYP PUMP NOTE I - _IIIIIE I. _ ..._.._ .-..-. -..-. -"— 1 .< . --- ..�.J..•.y- i ._: .........._1 I I t... FLUSHING NOTE 5 _ NOTE J rt?+�a r,� .�� I I :4. ;fit. I ! t I I I CONNECTION N0Tg 5�' yr r•I •',,,,,&.i i II( I I 015791) r��[ —t GRIT EFFLUENT CHANNEL 2 1 1 ;�r f 1 III I I I r PoL I 1; Q I --- --I 11 I 11 �' FE INLET{ II 0.M-301 10"CEPT 8'CEPT ^ NOTE 6 I 'K' 1 I I & I 1 Y POL I I. lb-1M. [ :.� 1 L { I _..... . _—i AIM 1 STOP LOG II j 1 ! rIAL I I HEADWORKS GRIT - - 1 I I lli I III EFFLUENT BOX 'ill iar_`� - cJi GRT EFFLUENT CHANNEL 1 L, ,I' . �.� S it 2008041 1 ' III I 11 c��II,0■IVi■ I[I !I I i 1 II _... NOTE 7 r._. war. — I 7§e 2 _ 11 I ! E I _____ L.__�. �i 22oart Sot i7�1' LY�a^.Xw'i H FOUL AIR ........._�' ! ( TO FUTURE)�I/ \ J 'LR� ."S± 1` '� i PLENUM I 2'V330 2"AL ./` i 2'TEE DN ALUM PIPE SUPPORT ▪-• ' •:'�. ( Y� • i INJECTION r TYP OF 4 I I I1 I. I r ( ��3 -- 2'BACKPRESSURE QUILL r 15957 \15501 ( I• i 'io I VALVE ' :.`*.- y • 48'FROM 2"AL NOTES: I 22oGOeo2 'i •1 _F a e' i 1 li FUTURE WET• i I 1, i Il _ I I ( WEATHER EXISTING FA DUCT 1. INSTALL NEW GATE ACTUATOR FOR 60'W x 60 H•SLIDE T' SCREENING TO HEADWORKS a '4 i r,- "moo FACILITY ODOR CONTROL D GATE WITH Y STEM.CONTRACTOR TO COORDINATE m I ._,,,_I _ TORQUE REQUIREMENTS. • 220-M-30 H --- 2. INSTALL NEW GATE ACTUATOR FOR 46•W x 6011"SLIDE in t-`t_•MI/ IN.1111,Mr w WEIR TROUGH Ilw MUM MI IMIMMOI.11 GATE WITH Y STEM.CONTRACTOR TO COORDINATE INSERT,TYPICAL FOR 1111•••1111 II I I■■■I111 TORQUE REQUIREMENTS. 0 PC1 8 PC2, I 1111111 o SEE DWG 220-M-501 3. INSTALL STEEL WALL PIPE FLUSH PE x FL 2-0•FROM a STOP LOG CHANNEL INSTALL INTERIOR FLANGE.ANGE.INSTALL WALL. ►111•••1111 1111U•u1111 4. COORDINATE PUMP LOCATION TO AVOID CONFLICTS I•2/..1mI MENU Nu WITH EXISTING FLOOR DRAIN AND HATCH OPENINGS, AM J•■■MI MI'i—C MI AND ENSURE SUCTION PIPE PENETRATION IS CENTERED BETWEEN FLOOR BEAM AND BAFFLE WALL 48"PI 48"PI BELOW. 5. LOCATE CENTER OF CORED HOLE 23"FROM EDGE OF I TO PRIMARY I TO PRIMARY OPENING AND 11'TO EDGE OF BEAM. N CLARIFIER 2 CLARIFIER 4 6. LOCATE CENTER OF CORED HOLE AT CENTER OF EXISTING LPA PENETRATION. ui ID 20-M-301 y0 GROUND FLOOR PLAN co 0 E CLEAN WATER SERVICES SHEETTITHEADWORKS EFFLUENT STRUCTURE 81EE` 73'106 °v'Dt o °RN ERB DAs: Digital Signature p DSN. DWG r DATE JANUARY 2015 0 ac 220-M-141 THIS BAR IS DURHAM AWWTF PLOT °mOm MECHANICAL ��\a v C1eanWa�r SeMC� CH2MH1 LL PHASE 5B2- PRIMARY 220-M-141 ti�E� G ' @ CM( CAD FILE* ONE INCH WHEN Our commitment it clear TREATMENT AND HYDRAULIC PLAN 'keg: :rosERt c JEG 22044-ut n.den DRAWING IS Ara0: SCALE. FULL SCALE. REV DATE BY �avn DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT PR;s 6491 I EXP, M-33-20151 0 LEC AS NOTED _ _ - - FITTINGS AS REOD 8'x 220G0803 220G0801 1 I 220P0801 6'RDCR ELASTOMER - 8'90 DEG TO EXTEND POL 72-x72"FABRICATED ALUM BELLOWS ELBOW AND AL TO NEW CHANNEL GATE,TYP DISPERSION CONN•TYP 8'CEPT i APPLICATION POINTS SEE(11281A) NEW PUMP PIPE SUPPORT HEFLUENT S 10"x6'ECC EFFLUENT EXISTING RDCR 15501 TYP STRUCTURE HEADWORKS CL EL 185.39 2'AL 2'POL -------- --- i�:OCSD�=1�=W 2.2nLPOl T.O.PARAPET 2'V330 � �� Yom, � I —' 200G0505 EL 183.50 I■ ........._ ..._..... ..._.- ..�2"POL ,1 ,� 2 ILJ ICI I Imo, ,I __..__.__.._....—___. il e i t_ _ _ �r° E°i 6oTO � I A � I - 1 r STOP LOG - ( .... #� _.. , j ,� j O ' if • L__I 1��•.a♦ — ___ ...t....t.• I t..._I.... i �j t CHANNEL.TYP 1 I I L-jr+ - I [ f —}I • ALUM — (15617 II r POl I 1...— INJECTION , ll 1 1 I d' Q111LLf 15867 I 2'AL c, 2'POL(EXST) 6�' \ 1'E T E I 2'SPARE(EXST) 1 I_ E. r AL(EXST) EL 171.50,NOTE 1 }IEADWORKS GRIT \15505�TVP 10e 1,'� j H pI `i ( PLACES t1 BOT OF PIPE —. __...._—....._.._ j .............-----....__, + I II I E I j © — 1 -- .I i._ , EL 170.00 i . I - I__A__E1I SF– —^'1 i I ' I I . ii1 ii Cr ' . / TO \ H / TO \ EL 163"00 j ..— I PRIMARY I I ———I PRIMARY I ` -- N ltoP3 / _-1 ` S"QJfi1 � / EL 160.00 I 1 I ' 1.\_ NOTES: 1. APPLY CHEMICAL RESISTANT COATING TO 48-PI SECTION SECTION ALL NEW EXPOSED CONCRETE SURFACES ABOVE EL 171.50.SEE SPECIFICATION 09635 (BEYOND),11\'P 1/4"=1'-0' 1/4"=1'-0' FOR ADDITIONAL REQUIREMENTS. -- 220-M-141 220-M-141 8'45 DEG 8'116'RDCR TYP ELBOW 8'CEPT 22060802 220G0803 I CONNECT TO 6'CEPT ea fr 45 DEG ELBOW,TYP 'i GROOVED-END \11111,6-.) _ 200G0505 1 PIPING SYSTEM T.O.PARAPET ? , • �� E 1/4' SEAL 1/4"\ /SEAL WALL EL 183.50 .;I ICI- __......_..._. . .........__..._-- 0-0 iii _4\AI \� ;W el 6"SCHED 40 ........_..... - ,J _ _ ,., ■M 1/4"Pr I 114' * 316 SST PIPE ., I 2'AL CTRD ON OPNG PL 314'x18"SO CTRD 10'CEPT— Jf 1 PL 3/4"x22"SO •■ 6'CEPT,TYP- — ON PIPE W!HOLE CTRD ON PIPE W/ T.O.STRUCTURE `[ FOR PIPE,NOTE 2 HOLE FOR PIPE EL 180.00 :e - 1 I . !II,I 1 1!2" I 1 1/2'_III I , "- I I(J( I If TYP SHRINK GROUT TYP SHRINK GROUT I II , n a STOP LOG --" j I II I L__..._ � � EE CHANNEL,TYP I I 'I' I r I I I A ,1.\''. w -j I WEIR EL 172.70 I : I fn.-- I LL - I I CONC SLAB J 515'DIA SST CONC SLAB sir DIA SST • ': CONC ANCHOR CONC ANCHOR • I I i �-.� E..1 I j 10'DIA W/3 1/2'EMBED, WI 3 112"EMBED,FLOW DISTRIBUTION a WEAR ROUGH,TYP I i - EL 168.70 I CORE HOLE TYP DF 4 12'DIA TYP OF 4 o i SEE DWG 220-M-501 -I m 1 I+ 1 6'SCHED 40 CORE HOLE 10'SCHED 10 E E E I--- -;1 F---�---+ 316 SST PIPE.. _ --- 316 SST PIPE + CTRD ON OPNG 2 w + SST FLANGE76 6-x4"SCHED 40 48'PI 48"PI 316 SST I- HES INLET 3 CONC RDCR NOTE: a CLARIFIER 2 ` J CHANNEL -L— TO PRIMARY I i 1 NOZZLE AS I ALL MATERIAL TO BE TO PRIMARY 1 Ili �: .�I CLARIFIER I I - —� EO,00 NOZZLE 316 STAINLESS STEEL. .. ...._�I V.—_—_——. I SPECIFIED ' _.—.—.—_...__......... T.O.SLAB NI ��=�:�� ._.__ M. NOTES: 1 DETAIL r-� EL 160.00 O INVT EL INVT EL 161.00 • 1. 316 MATERIAL STEEL. 1•=1'D" 316 STAINLESS STEEL. 161.00 2. INSTALL(2)LIFTING EYES ON • TANDEM THRUST OPPOSITE SIDES OF PLATE. •,°y COUPLING SECTION (15540) TMP 7. w O SECTION DETAIL II 1!4'=1'-0' 1l4"=1'-0' 1"=1'-0' C CD 220-M-141 220-M-141 CLEAN WATER SERVICES SHEET TITLE EFFLUENT STRUCTURE SEES 74°`1 O6 °WG* Sig E.' ,,..4 0 °RN ERB Digital Signature p OSH: DURHAM AWWTF OArT JANUARY 2015 0 DJG X301 THIS BAR IS CH2MHILL MECHANICAL "°' _ °°" ' 0. CJAD FIE A: ONE INCH WHEN C1eaIlWaber Services PHASE 5B2 PRIMARY SECTIONS AND DETAILS PLC* 220-M-301 %,, 14 JOSEPN G °f JEG azowt3o±.owrv.ao DRAWING IS Our commitment ieelm. TREATMENT AND HYDRAULIC APPII LEC E AS NOTED FULL SCALE. REV PATE ey nwa pESCRP ip 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT r 6491 [EXP. 06-30-20151 —U �_............... (DIM FOR ` 6'-11' PC 1 AND 2 ONLY) 4. 1 t I WEIR TROUGH I WEIR PLATE, SET TOP WEIR ` I INSERT FOR PC 1 SEE TO EL 172.70 AND PC 2 ONLY, 6. X I SEED 1/2'DIA SS PAN HEAD } _ BOLT W/NO THREADS -i-----y EXPOSED 0 1'-° OC,TYP /III 1 I L5x5x12xCONT v ENTIRE LENGTH 17 0 0 0 0 !? 0 �, I • OF WEIR TROUGH i li ,` k J 1 BOTH LEGS 3118 OF ANGLE 5/8'DIA SST ADHESIVE m ANCHOR W/6•EMBED, M PL I/I TYP , STIFFENER `r�l 4•DIA HOLE W • f WEIR TROUGHS ' 3/16 D ONLY — — — ` WALL FLANGE PL 1/2•x4 1/2' i i G / 1/4\/ / 1� ,V'S C\TYP L5x5 EA SIDE ^-____— 3/16 1•DIA HOLE OF WEIR 1'-0•,TYP OF 6 Q 5'TYP 4 EQ SPACES C/CORNERS OF FLANGE . 1 0 v I I \AND STIFFENER PL,TYP AIX MQIE ALL TROUGH MATERIAL SHALL Q NOTE: BE PL 3/8'TYPE 316L STAINLESS TROUGH SHOWN WITHOUT STEEL UNLESS NOTED T-11 1 ' 1/2•GAP 2 OTHERWISE. PRIMARY CLARIFIER 1 2 6'-0' O SECTION WEIR TROUGH INSERT. m 3/4•=,,-0. PLAN — 0 DETAIL 0 NTS L3x1 12x1/4 x E-6 220-M-141 12'GAP BETWEEN CTRD ON WEIR END PL AND WALL 1•'TYP 5/8•DIA SST ADHESIVE . ....._...,� ... 3/13'END PLATE ANCHOR 2 W/4•EMBED, PL 3/8• TYP OF L3x1 12 - 611114 T-11 3/4 _ -_............ny.......................... 3/16•DIA HOLE 3/8"END PLATE, I. < FOR WEIR PL BOLTS,TYP EXTEND 8'ABOVE T.O.WEIR WALL 5 718' I 7 SP 1'-0•=T-0' _ T.O.WEIR 1 01 l ll I I SIDE WALL r--- i----1----1----f---4---i—� ' WEIR PLATE ', ,, , 0 0 0 0 0 0 0— le r- ,:-------L i _ - L� CL °4 W 9/16'x 31/2• PL 3/8• ANGLE f 10 n SLOT,TYP WEIR WALL WEIR WALL 3/16 - o y,g/ WEIR PLATE FOR PC 3 AND PC 4 A 5/8•DI ASST ADHESIVE d 1!4'GAP ANCHOR W/8'EMBED, 6'-11 3/4•• R TYP .; TYP 57/8• 6SP @1'-0'=6'-0' N BO OPNG, O° T.O.BOT PL 2 EL 168.70 r - � 0 + ` I \ I I t — P. \ 0 0 0 CLS. TO.BOT PL ANGLE PL 318•x:i' 3/8'BOTTOM I I L5x5x12 SUPPORT EL 158.70 ------------ BEHIND STIFFENER,TYP PLATE w ANGLE NOTE212• 9118x312' 1/8•THICK x 4' I TYP PRIMARY CLARIFIER/AND 2 SLOT,TYP TYP AT \ 1/4\/ NEOPRENE GASKET WEIR TROUGH INSERT. • SIDES AND ) ,'S L5x5x12 SUPPORT WEIR PLATE FOR PC 1 AND PC 2 ' END PL / 3/16 VVV ANGLE,SEED 5 12• 3 EQ SPACES te W SECTION O SECTION SECTION DETAIL 0 3/4•=1'-0• 314.= '-0 ,-0• 3/a•=,-0' 3/a•=, • o — — — — �„saE0 Kir& E CLEAN WATER SERVICES SHEET TITLE:EADWORKSEFFLUENTSTRUCTURE SHEET: 75°F'106 0wcS >m4 0 °RN ERB wr°E: Digital Signature ❑ COW DWG DURHAM AWWTF DATE: 0 °"`°°" DJG 22o-M-5o1 THIS BAR Is MECHANICAL , GAD FIE It ONE INCH WHEN n ' r ` CH2M H I LL PHASE 5B2-PRIMARY DETAILS PLC 220-M-501 0 josEN'G 'ft"" JEG 22o.M.60, 79.E DRAWING IS Our eommldost L elur TREATMENT AND HYDRAULIC E'• /PPM LEC AS NOTED FULL SCALE. �� BY DESCRIPTION 2550 SWHYhbaOHwy. HilIO6oro.Omgo097123-9379 IMPROVEMENTS PROJECT PRir 6491 IEXP. 06- pal U I I I r i : 1 I , 1 wito � ..,1111111111.'., ,.'UMW .r lel SINN NI 1161t•••t11111 iuii•oiiili niJrr/uu 1 I I i GRIT rI—T--- ''v i GRIT F- ...,....... II ■■■1111 I I EXCESS EFFLUENT i EFFLUENT CHANNEL ! CHANNEL INNli IIIII NNE lII CHANNEL CHANNEL • AIM 41111111111M•► 1. 41111111111111..I I I ! I l I I i i _ -.--. – – – I I ( I 1 _____ j/• I •' I I I i -HEAT TRACE-2 I I I I:' `: 1 1 r`r , ' —,. II i, `I J I I L • { %7;ll L••— 'i; '. - ,ij I I 1 .NOTE 8 I c_... ........---..... — — - - - - - — �.NOTE31I I I I- eaa - - - -I �''L _ 1� ! I i I I i I GRIT 220G0803_ �--�` 'T--}–' I ' ,_ ■ – - ._.�--J L–J `_–J _ J !tI2OOGO5O6NOTE6EFFLUENT � I 22000801 DSW.,�.: ! I rti! CHANNEL 1 I I 220G0803-DSW I •- _ C16158a) I I I I trt, _ 2 I (181588 j `�1 I I _ Il` :,. ; � ! € I D _►� I I (16158a) 0811 rf©I),/ ) `11 ,•,' – 200G0505,NOTE6 GRIT /81588 I `�''� - �.. EFFLUENT r 22000802-DSW i I I I E � r-.-( ..... `— __•.1 At 1 FEAT TRACE-1 ! 3 1 . I: CHANNEL I l t l.l ~ .. –_– – I I 1M111111111111111111111111111•1111111M7 I I: , r-– dr- ..,,, . ..........„,.. .11111 \ 7 II i i / . DI y ^ y II i C 18159 I –111. 220P0801-LCS TOP CLASS OF 1 WALKING VISION SURFACE 2 AREA FROM UP NOTE 6 i I II- ::51 n..220P0801-DSW TO AN ELEVATION OF 18' x--j IL� NOTES. \ i '– . –.– -''– !NOTE 10•n , I�t I , L__ _. __ 1. FOR ELECTRICAL DEMOLITION REQUIRED IN THIS AREA REFER TO DEMOLITION PLAN. in – u? I 2. CONNECT LIGHT TO EXISTING GRIT BASIN LIGHTING CIRCUIT. – `I _ _ _ – - 3. EXTEND RECEPTACLE CIRCUIT FROM EXISTING LIGHT POLES. ~ r 4. NUMBERS SHOWN IN PARENTHESES.(N),ADJACENT TO LIGHTS AND RECEPTACLES DENOTE CIRCUIT NUMBERS IN EXISTING FACILITY PANELBOARDS. O -- –•- -��-----•••°--•�� --- -` PROVIDE#12 CONDUCTORS FOR 20A OR 15A CIRCUITS LESS THAN 75 FEET. PROVIDE#10 CONDUCTORS FOR CIRCUITS GREATER THAN 75 FEET. a r EE'UMW.1 REFER TO PANELBOARD SCHEDULES FOR CORRECT PANEL. iii COI 1ii NM NMI IIII Ir■■IIII llllr/•IIII 5. COMBINE RECEPTACLE AND LIGHTING CIRCUITS IN A SINGLE CONDUIT TO MINIMIZE LENGTH OF CONDUCTORS AND CONDUIT. CIRCUITS COMBINED I I II I III il INTO A SINGLE CONDUIT SHALL BE SIZED FOR NEC DERATING AND CONDUIT FILL REQUIREMENTS. 6. NEW ACTUATOR TO REPLACE EXISTING. DISCONNECT ALL POWER AND CONTROL WIRING FROM EXISTING ACTUATOR AND RECONNECT TO NEW ACTUATOR.REFER TO DRAWING 008-1-602 FOR CONTROL DIAGRAM. I II I■•UI Illl Iiti/■■IIII 7. CONDUIT ROUTE TO EQUIPMENT ON EXTERIOR OF HES. ROUTE CONCEALED IN NEW CONCRETE WHEN POSSIBLE. !DWI Mil NM Ili O GROUND FLOOR PLAN � '��'Ma M�'��`�l 8. CONDUIT ROUTE TO HEADWORKS ELECTRICAL ROOM. MOUNT CONDUITS TO EXISTING GRIT BASIN WALL WHERE POSSIBLE,OTHERWISE DIRECT BURY g ti 114'=1'-0' CONDUITS. CORE DRILL ELECTRICAL ROOM EXTERIOR WALL WITH APPROVAL OF ENGINEER PER 016108). w "'��"- 9. CONDUIT ROUTE TO NEW EQUIPMENT. FOLLOW PIPING ROUTING TO AVOID CREATING ADDITIONAL TRIP HAZARD. 0 10. HEAT TRACE THERMOSTAT WITH THREE OUTPUT CONTACTS MINIMUM. C ' ��ECTR10,7 0) 0 11. REFER TO DRAWING 008-1-603 FOR CONTROL DIAGRAM. \Se PROF"'' E J a VS`jai Nit.4 V ONG DRN DATE CLEAN WATER SERVICES SHEET nTLEHEADWORKS EFFLUENT STRUCTURE SHEET 76"106 Dw'c ,NNAPE r. 0 JNH DATE — °$N RSH°`VD" 220-E-141 THIS BAR IS DURHAM AWWTF ELECTRICAL Digital Signature C1eanV�atz Services CH2MHILL PHASE 5B2- PRIMARY PLOT JANUARY 2015 220-E-141 9` 0" Q, CAD FILE* ONE INCH WHEN TREATMENT AND HYDRAULIC PLAN cRK. MSM 220.E-ui495379.dgn DRAWING IS Our commitment it clear PLC A. �p S.HAAg� APED SCALE: FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 91123-9379 IMPROVEMENTS PROJECT . 6491 I EXP. 06-30-20151 U LEC AS NOTED REV DATE BY APVR _ _ ELECTRICAL PANELBOARD SCHEDULE I I I PANEL:200PP0401 LOCATION: ELECTRICAL/CONTROL ROOM INTER .DI TE VOLTAGE:480 VAC.3 PHASE,3 WRE MOUNTING: WALL MOUNTED(SURFACE) L. BUS SUM:200A FED FROM 200MCC4101 AND 200MCC4102 VA 200ATS4101 t MAIN SZE:200A MAIN TYPE. CIRCUIT BREAKER SCCR:14KA 22pP0601-VFO i i 0�©�® „ ©�©ELEC ROOM AIR CON7ITK)NNG UNIT 200LCP0503 -� r " 200MAU5001 ©aa . ....:® - o a_a_o_2ooACUOao, --- .___. --�---� ,_�--- 0EK ©_ ®� ®©�OROLL UPDOOR312C E 1, � . PANE, � oaa i∎ m .,aam ,.t, 1t I ___ 000 'IMO= X00® �--CABLE TRAM ( ' PAM,BOARD 200PP0402 VIA 2030=MR0403 m0©0 ....., m ©p0 ROLL UP DOOR 312D ' °' ,•=-•y`' ,' ( M��3 maa o ® aam �; , maa ICJ maam■ 20ULCP0701 — 200LP0401 VIA 200XFMR0404 0EM©0 :- ©I' EM ROLL UP DOOR 312E ?, I M-`'`�,.- maa © ION aao II — ©aa _m maam --*r" ©mm■ m ©E o FV0501 t fi;! T ) R_ ",�. ��m m t aam ■ 200MCC4,01 „ omm_ __ maao .- RITY PANE;. ®mmm� � ©p®20000801•,200GO80r ...- 'X� © •___ ® oep -I 200MCC4102 {{ ©■■®�m �aao E mmmml�l•� ©002ooco803,2000O804 �,e-2ooLCPO505 omm�m®11 ® aao 2L''OLCPOTO3' t mmm®m�I� aam , TOTAL LOAD 12140 9550 9580 7581 7581 7561 Y,�AJCO701 — NOTES:•AND BOLD INDICATE NEW WORK PHASE A LOAD(VA). 19701 • PHASE B LOAD(VA)= 17111 ' 200PP0402 j I 2LOAT 3401-''� I PHASE C LOAD(VA). 17141 u '" " ' ' I TOTAL LOAD(VA). 53953 ' _200LP0401 1 T ry200XFMR0404(ABOVE) ; 20(LXFM_..,_, (BELOW) , 2OLCP0501 i 1 it _ 4 1— ELECTRICAL PMELBOARO SCI-EDULE I J---'--- I -r-i----"- 1-'--1,------1-, w r■ PANEL:20OPP04O2 LOCATION: ELECTRICAUCONTROL ROOM "11 I , 1 `I VOLTAGE:208/120V,3 PHASE,4 WIRE MOUNTING: WALL MOUNTED(SURFACE) I :L rl.„-------J-- BUS SIZE:,DOA FED FROM 20OPP0403 VIA 2OOXFMR0403 11 I ' MAIN Ste- 100A MAJN TYPE. CRCUT BREAKER ;- l 1'' SCCR:tOKA -_-_-----___yJl t J BREAKER LOAD,VA LOAD,VA BREAKER l' J CIRCUIT TITLE CKT PHASE PHASE CKT CIRCUIT TITLE ■ NO. AMP POLE A B C A B C POLE AMP NO. 1 J , SPARE 1 20 1 5, QO ":; 1 20 2 ELECTRIC TRAP PRIMER,ETP-1 SPARE 3 20 1 177M , 1 20 4 200LCP0703(GAS ALARM PN_) HOT WATER GEN 200H X4801 5 20 1 E=I 1 20 6 200LCP0505(PLC) RCPT-ELECT.ROOM WORKSTATION 7 20 , 1 RCPT-ELECT.ROOM WORKSTATION 9 20 1 ©M EEO 1 20 0 NC0701(GAS DETECTOR CONTROLLER) GROUND LEVEL LOWER LEVEL RCPT-ELECT.ROOM 11 20 1 %` Q .::1 1 20 12 LIT0701,LrT0702 RCPT-EXTERIOR 13 20 1 o ■ 14 SPACE ( ELECTRICAL ROOM PLAN fl ELECTRICAL ROOM PLAN M RCPT-COMPACTOR ROOM 15 20 1 1 20- 16 HEAT TRACE 1• HEAT TRACE 2 17 20•• 1 18 SPACE Z 1,45.1'-0" Z 1/8'=1-0' as SPACE 19 MM 20 SPACE SPACE 21 MM 22 SPACE N SPACE 23 24 SPACE SPACE 25 MM 26 SPACE Lit SPACE 27 28 SPACE iz SPACE 29 MM 30 SPACE I-- SPACE 31 ME M. , 32 SPACE _. SPACE 33 34 SPACE SPACE 35 _ 36 SPACE SPACE 37 NM 38 SPACE SPACE 39 ME MI 40 SPACE SPACE 41 ,,.,. 42 SPACE TOTAL LOAD 1080 540 1220 2450 400 700 NOTES:•AND BOLD INDICATE NEW WORK. PHASE ALOAD(VA). 3530 ••AND BOLD PROVIDE EFC1 BREAKER PHASE B LOAD(VA)= 940 N FOR HEAT TRACE CIRCUITS PHASE C LOAD(VA)= 1920 to TOTAL LOAD(VA)= 6390 ti U, a — C 0 o g SHEET TITLE' SHEET OF DWG K'. e26KE u� ' o D RN JNH DATE: 1 CLEAN WATER SERVICES HEADWORKS EFFLUENT STRUCTURE 77 106 Digital Signature Ose DwD« DURHAM AWWTF o°E JANUARY2015 °"`°°" ) RsH zzo-E 401 THIS BAR IS \\` ELECTRICAL rwDF►Er ONE INCH WHEN CleanWater Services CH2M H I LL PHASE 5B2-PRIMARY HEADWORKS ELECTRICAL KLD.. 220-E-401 9��N""••.0Q� fD crec MSM 220-E-401_495379 dip DRAWING IS Our commitment is clan TREATMENT AND HYDRAULIC ROOM PLANS - S. ""P c LEC sour_. AS NOTED FULL SCALE. REV a �� BY n�vx DES RP OS 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT r sa91 I DIP. C6-30-20151 0 DEMOLSH E7USTl G ,rYa'40 FiSD4,t:;L/647.ac• FAD TO PIESS / In 41 .a1.4/.1,.a1..►.e/.�,�.e/e♦A(I•e� REFER TO DETAIL(3270) • • • �♦�' 1. FOR REPAIR OF SEE NOTE 1 ).�i OPENING IN WALL RESULTING FROM o.4 CAP 4'LPA REMOVAL OF DUCT. . AT WALL { 6 36 0J dCl� 2. REFER REPAIR OF FOR REPAIR OF {{j 72J,+r1 e2 /77'TO �i �t' OPENING IN ROOF RESULTING FROM i 111 ' � . -�J .,,.._ ►��w REMOVAL OF DUCT. ♦a••♦♦A r . ��- 3. NOT ALL OF THE EXISTING FACILITY �.a1.A.e1,e1.A.A ♦�.►. ... SEE NOTE 2 ��....� �. �∎"f COMPONENTS ARE SHOWN ON DRAWING. :��''� �'�.410/01�41AVA I Be !•R!� r•I:.:...�3 v1�.E,:Y 1:::::�:�:�:1��:�:I:�:I►:I�� •:�'�!�'` ��f�:SG�� COMMENCING DEMOLITION ACTMTIES. TO �i�l►r�►i�r41i'r►� . ,, . ,,,,,,,,,,,,,,,,.; r-d '" .• , . .,,, k'i * tt......-!.......4....6.3....41+11,.. 6-6 6. jeld" Ilror'n'in7;:i 1 1,;' llii7,4k li r, ...,„ , ... vf DEMOLISHI'CMEMFEED ►-��SFj.�'�� - j, WITHIN THE EXTENTS `'✓ '`► �3� ► �♦ OF THE VESSELOEXXCCAA EXCAVATION,CAP: ►��,��±•• I��'��_a��:r� �<s�►��.� {�a� �� --_ 4.L .• AND ABANDON IN PLACE A... _ :♦♦:...�ti�' ��♦��♦`�♦�•�♦�♦�•�• r�'I r �t�� t��d' :. `0'-.1.4.04,..t....•__ __ /' .z Ar ■. ' spa ►�Qa si.• • r• wwww J � 4=0 �r TVPOF2 LE COUPLING. a",4' . jai!....____ isi �-o° o # PRIMARY SLUDGE PUMP STATION AND _ - ) / ek OODOR CONTROL DEMOLITION PLAN 114•=1•-0• ■ L`L• /77•Z' . ° (7.5 sre4 *O♦♦♦♦1 -\!♦♦♦♦♦♦i ►O♦♦♦∎ • 4♦.►♦. DEMOLISH ,4,,♦w♦t. SIO ' A;49 DEMOLISH /";iv e, ?D°a,4t`f L3(MO)AiR•AVID.! 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J LL SEE NOTE 1 a ,, e �• ., 9" DEMOLISH 1 1r2'DRAIN PIPE Q t-. ,, --......_._�,.-. /t a+7. . .._.. • -..__. op4� AND FILL OPENING WITH -... ,L._ NON SHRINK GROUT Izi SECTION O SECTION c Ira•=1'-0' 0) O Ira•=r-0• o Prf<cu E e GsS1,.o,hee'0Y 7 CLEAN WATER SERVICES SHEET TITLE . PRIMARY SLUDGE PUMP STATION' 78°F 106 °"�` ea nE ° D^" ERB DATE: Digital Signatrne ❑ oBN. MVO DURHAM AWWTF PLOT onECa. DJG 330-D-131 THIS BAR IS �.`__-- DEMOLITION �,, ,a„ CAD FLE is ONE INCH WHEN aeanWa�er �� CHZMH I LL PHASE 5B2-PRIMARY PLAN AND SECTION PL�� 330-D-131 41 FOHEs m °" JEG 330-0-131_495374.e� DRAWING IS Our commitment is clear TREATMENT AND HYDRAULIC C APPO LEC AS NOTED FULL SCALE. • �� OESCR PT ON 2550 SW HUlabdD Hwy. HilaOo o,O r e g o n 97+2}9a7s IMPROVEMENTS PROJECT PPRJt 6491 I EXP. 2-31-2051 �j 1 • fDA(O.v1/A/UAT/OA/ DF ftUAfgltrd, a HDPE TO FRP TRANSITION $E'E IN 4/3 -..,, SEE DETAIL ROUTE NEW 30'A - © SP/tidT t7YPJ v ROUTE NEW ION!FA vy _ FLEX CONNECTION,TYP 20'+QO'+fd0'WYE\ J CONNECT TO EXISTING DUCT — utirri _____._ _ I .r C "; z — .._....._ —._. ��a _ r 1♦p11//s EA1R1Al6C7YY'1 i 4 i f ? F14.1op- --- /11' IR"111�� R, 1 ZertffAL3Oa/ ... *ml 4� I , 'ail I t! t EC rc�,r � HDPE TO FRP •• gill' ,- C4,1 r ,m TRANSITION P AK, r r 2d`l0 F L1 WALL PIPE – – �a a �1)�! I ��,°E FL!Gc'.tT (� )SIM (,......*:- ...,--7n4 f0 X/� Xd PENETRATION DAj1f,1/ '— .._ SEAL(13607)SIN �••RQ _ FLEX II: i rah Arr•.g 1 ' -' �aF-411WI 11°OU"'�E DAMPER TYP 1 CONNECTION, .�� i i } 2`FAIR , �' ' 2'TEE TYP I VO I f ~�I WIC„AFp' SC.EEY '-/✓/ SEE DETAIL �"�-F/ ==::: - ,+C1l�4Ff.S,EAC�-, ROUTE DRAIN TO '. .' 3t a rxst aW rei EXISTING SUMP. L �^� _ �4 .v s a 1 I PROVIDE MINIMUM 4X4/4/We JI/Ta/ ,. �>i ; 8'DEEP TRAP. Gt7J l !' i D .y 'Awe r0 BE[G co v ' d ROUTE PIPING TIGHT AR-TA.x: ��IV r`Ycv�Wrttta�&�r`l�:'"etrm: " _ TO WALL,TYP OF 2 M1 30'FA,FOR .Que-LL LlP ...._. ' CONTINUATION _ 4,1'd'FAO,E EG/43.4L... tIIII •,t /J�I�,t>wGt/A/ • r AfE.4450.40 SEE 005•CY-105 j fLfx/J(LG!'IP;IAK( P9 �, pUOF 2 \ _ C FAIR,FOR ter/0'AMP(lH°I ' — ew m sr�rx7T/ CONTINUATION -–•–-– –•– � .. :___ f /f Y57EM SEE 005-0Y,05 `JJpp1 ]!pflrnII -I' -r- -• u ,III, W Q?-Od fJD _eVVca re SIP a..i�rvei ,:s- --'" eV"¢ SECTION elk • CI/a,la �'rA9'EX.V/(JSTf-1f01 - Q ....,.., ... ...,,OM••• .........Ilia PLAN 1!4'+1'-0' qFI HDPE FRP T a 30'DIA FA EXIST WALL 2 r� FLEXIBLE SLEEVE, SNUG-TIGHT TO 24' 24' HDPE PIPE,(TYP) n § TYPE 316 SST HOSE CLAMP.TYP OF 4 el D DE L u) r-,-O w- c S1't M CLEAN WATER SERVICES SHEET 'pRIMARY SLUDGE PUMP STATION sHEer 79 OF 106 °`�°` �_ � �+: F �� Digital Signature p owae DURHAM AWWTF DDi+ JANUARY °"`°°" 8 NRF 33aM-,3, THIS BAR IS MECHANICAL ,«,Qr„ CAD FEE r. ONE INCH ALE. . �f es CH2MH I LL PHASE 5B2-PRIMARY 330-M-131 , LOWER LEVEL Mt scc 330.41-131 495379.0p DRAWING IS Our 000°I�~1Is e1� TREATMENT AND HYDRAULIC PLAN P"« ��FOpES C °"° LEC AS NOTED FULL SCALE. eve o,� DESCRIPTION 2550swHxxxw+oHwy. wxmom,aeaonaTlrsa37s IMPROVEMENTS PROJECT �e 6491_ _ I EXP. 12-31-20151 �j {.8 zs PIP8-16 tP-3ar 2 C NOTE • . 0 Ii i C. PD L.rr `. t fra 'w" I Are--, ∎•∎•;94+41+41 l i GP-•3Or - ELECTRICAL PANELBOARO SCHEDULE • N �1'� ••t,'le • • !NOTE1 r LOCATION: PRIMARY SLUDGE PUMP STATION I:1i.4' PANEL:PLPB �747:11.4: ,••4 kfec-x. ©iiM111 VOLTAGE:208/120 VAC,3 PHASE,4 WIRE FED MOUNTING:OM: 5 WALL MOUNTED(SURFACE) ig ••• 3v ,,,� BUS SCE: 100A ♦�4.4 . • r-+' T MAW TYPE: CRCUR BREAKER '\ 1Q •��A -1-;�;�r .,!•arm MAW SUE:50A 0 . SCCR:10KA 0 NOTE 1 BREAKER LOAD.VA LOAD. PHASE BREAKER 4%,4\ ' ?, CRCUR TRLE CKT PHASE PHASE CKT CIRCUIT TITLE ti 2 w✓ NO. AMP,POLE A B C A B C POLE AMP NO. -r. r INFLUENT SPLfi-IER BOX REC 1 20 1 100 250 i 20 2 C5401 \ _ tK'C-.1 Ali •+(i' 1 !GvJ7Cti,Sf!!Y.IY,4'Qv - "•g'' . 1} • r ;°In alrtrN69 PH TRANSMITTER 3 20 1 100 1 20 4 EFFLUENT SPLITTER BOX LIGHT 1 �rl--..I SPARE 5 20 1 _. 480 1 20 6 EFFLUENT SPUTTER BOX RECEP EMO-401 7 20 1 0 1 20 8 LCS-410 8 LCS431 `l BIOFILTER LIGHTS* 9 20 1 • 942 1 20 10 EMO-402 �� I BIOFILTER RECEPT• 11 20 1 Q ,;>, 1 - 20 12 SPARE 9 PPPA-3Y,M 1 SECONDARY LIGHTING PSPS 13 20 1 - 14 SPACE `mss ) SPACE 16 . �: 1 20 16 RECEPTACLES } © SPACE 17 1900 1 20 18 MAN LIGHT PSPS ! 1 s6'C-S�' .,,6% RECEPTACLES 19 20 1 Q 20 SPACE 1 I ��`,,,,,'�� SPARE 21 " 20 1 1 20 22 CLARFER RECEPTACLE # ©J _ �'' CLARFER LIGHT RECEPT 23 20 1 250 1 20 24 SUMP PUMP CONTROL PANEL I S ? CLARFER LIGHTS 25 20 1 Q . 1 20 26 SPARE IIII I, SPARE 27 20 1 ' 1 20 28 33OLCPB001' --� aRE 4X 1 330LCP8001-OSW PSPS STARWAY LIGHTS 29 20 1 ' 200 1 20 30 350LCP4101 WATER PANEL HEATER' _._....._.... RI 6 IRRIGATION CONTROLLER' 31 20 1 1 20 32 SPARE MOKIIIVE SPARE 33 20 1 1 20 34 SPARE • 0-, © 330LCP6001,NOTE 2 SPACE 35 36 SPACE -... , SPACE 37 _ 38 SPACE J O H.4,.. SPACE 39 M 40 SPACE I f 1 r' SPACE 41 42 SPACE 1 1 i t L TOTAL LOAD 2467 290 720 300 2172 2830 I II j Illiii ui?"_b� � ,fbY.'\ or' Acr erJUa77tu.. NOTES: •AND BOLD INDICATE NEW WORK PHASE A LOAD(VA). 2767 I 1 I l�'r or' Gy tilIJK see. PHASE B LOAD(VA). 2462 3550 iii 1 0 f 79«t N ) 1 I(i ( -� P TOTAL LOAD NA). 8779 1; 1 ( i - ,z4 aww4 Lt er dtdX I t I 7 1 �' ,! 70./vAle./dti 6m( i r- a<:r.•.>ec jj(( {! r I; f 1-----.J "0.R.% c,A'vf (t � '' uce,,r e (L I f / L•—( i NOTE 5 I ! O- e vs ,4,, I/i' r---I ‘t['-foe III S I tEA f3 4Uf[Gat 40Y I _- 1:44'r 1 e 9-24 l T o y�gL MT 8 AFF '`� �y f1 to-: r Q 1i / -44Pr Q Iea-41 covnsa. " +M�� rr o 0�� © © a" x l A aC xr ✓MI I oo1,MVAFf 1 • ,1/ f _......]f/ _______ ........ e NIITFS• 1. FOUR ODOR CONTROL FANS TO BE DEMOLISHED. REMOVE ALL WIRING BACK TO SOURCE. DEMOLISH EXPOSED CONDUIT PER DEMOLITION SPECIFICATION. 02 LOWER LEVEL 2. FOR CONTROL DIAGRAM,REFER TO DRAWING 008-I-621. m PROCESS PLAN 3. FOR CONDUITS EXITING PUMP STATION,ROUTE TO NORTHWEST END OF PUMP ROOM AND RENETRATE TOP SLAB. TRANSITION TO c DUCTBANK AS REQUIRED. STUB-OUT AND CAP SPARE CONDUITS AT THIS LOCATION ALSO.ROOF COMPOSED OF HOLLOW CORE NTS PRESTRESSED PANELS.FIELD LOCATE STEAL PRESTRESSING STRANDS IN ROOF PANEL PRIOR TO CORING HOLES FOR CONDUIT PENETRATIONS.LOCATE CONDUIT PENETRATIONS BETWEEN STRANDS WITH 1'CLEARANCE FROM STRANDS.CONDUIT PENETRATIONS SHALL BE SPACED AT A MINIMUM OF 6'ON CENTER.DO NOT LOCATE PENETRATIONS AT PANEL JOINTS. Lii U, ~ 4. THE BACKGROUND SHOWN ON THIS DRAWING IS OUT OF DATE AND DOES NOT ACCURATELY SHOW EXISTING EQUIPMENT OR LOCATIONS. FIELD VERIFY EXISTING EQUIPMENT BEFORE PLANNING NEW WORK. C 0 �1. Q)E a5. LOCATION OF EXISTING PANEL PLPB. �0 Z E DON. DATE CLEAN WATER SERVICES SHEET TITLE PRIMARY SLUDGE PUMP STATION SHEET 80 OF 106 DWG• t1626PE -r- Q JNH DATE - Digital Signature DON RSH Dwc a 330-EP-401 THIS BAR IS DURHAM AWWTF ELECTRICAL _ °�°"' C1eanwiter Services CH2MH ILL PHASE 5B2- PRIMARY LOWER LEVEL PACE JANUARY 2075 CAD FILE*. ONE INCH WHEN Plcr 330—EP-131 ,9).-4,,,,„,..604.,,N e CHIC Our commitmentieclear TREATMENT AND HYDRAULIC S• ""P c MSM 330-EP-131495379.Ogn DRAWING IS PROCESS PLAN APPO. SCALE FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT oR r 6491 �EXP. 06-30-20151 �j �., LEC AS NOTED REV a DATE 9r APVr: - - A NOTES; 1. FOR GENERAL NOTES AND LEGEND,SEE DRAWING 001-G-OO9. ak 350-A-201 350-A-20 2. FOR FLOOR SLAB SLOPES AND SLAB ELEVATIONS, SEE STRUCTURAL DWGS. 6T-4" 3. FOR ROOF OVERHANG DIMENSIONS, 5-1'! 1T-0'MIN ACOUSTICAL PANEL COVERAGE 1T-0"MIN ACOUSTICAL PANEL COVERAGE 10-1O't I SEE(7422)(7428)GED SEE NOTE 4 SEE NOTE 4 1 ` ___A, .1,___— t. PANELS TO BE EVENLY SPACED IN COVERAGE AREA INDICATED. CONCRETE WALL OF BIOFILTER,TYP COVERAGE AREA APPLIES TO BOTH WALL AND CEILING. ......... ........ ..•..--•rr•..••.••.•..V.e :-..rt vv v••••••v•••-r!•••v•••S•-�••..•-•-•••••••.•.6••%•-2;2 •.•.••rrr•••e •6 r••..v rv-•-•�!:!:!;!;!.;!;%!;!;!.;.!;!;!;!;!;!;9::,%52;i::.-�_ � �..PA:1S!Q•.•!M.•.!.!•!i i i i.!.!•!•!.!i•!.�•!•!P.•��.!•!y!..•!•!...�!••a!��q��•e_..._._._._��._•_._•_._•_�•��•��.e.��•.�•�•�O!y��.��•�.��.per��•.��_..._•.ee i. A L•• SLOPE.TYP I '� (!) • :i CONCRETE SLAB,NOTE 2 `� p ! :., I'; FLOOR PENETRATION, I F :•i �� SEE STRUCTURAL OWLS,TYP I WI 3 ' HVAC EDPT,SEE PROCESS EOPT,SEE :;: 1 • 350-A-20 m MECH DWGS MECH DWGS,TYP �� 350-A-201 ■I �•1 •, . FLOOR DRAIN. STEEL I -- !•' , SEE PLUMBING COLUMN, I j 0 No DWGS,TYP T- i TYP I •i �� e �_ iii :� ..., it g Ne 1 I A. •:.. ■1 _, �:� CMU WALL.TYP-SEE ::i - I 0 L AA 4 ELEVATIONS FOR M 1 —— 1 •• COLOR VARIATIONS SHEET METAL �I DOWNSPOUT,TYP CONCRETE EOPT PAD, SEE STRUCTURAL DWGS,TYP SPLASHBLOCK.TYP © A C1' FLOOR PLAN 350-A-201 0 1/4'=1'-0• A 'A•? SHEET METAL z-GUTTER AND DOWNSPOUT J _ 7 f SOW METAL 0.-..----FASCIA,TYP • �i 3:12 SLOPE,TYP N 2 a m 2 STANDING SEAM F SHEET METAL ROOFING 1- 2 `I a. I -- - CMU WALLS BELOW 70'-8' � - m 0 ROOF PLAN A 3so-A-zo uj 114'=1'-0' may+ I- a) I- ��%RED A-.0' j MINI SDB CLEAN WATER SERVICES SWEET TITLE BIOFILTER SHEET' 81":106 DWG D. wKamm i.'0O 3$ 0 Den: DWG r. DAZE:JANUARY 2015 •Digital Signaha[• U BWW 350-A-141 THIS II �C DURHAM AWWTF ARCHITECTURAL PLOP —3 cwFiES ONE INCH WHEN Services PHASE 5B2-PRIMARY �C. 350-A-141 6262 DHK GBK sIGA-,.,.ss3n.ap, DRAWING IS Oar eommitmaut it Blear CH2MH I LL PLANS � o['o, p TREATMENT AND HYDRAULIC '�T�' �� c Avco LEC AS NOTED FULL SCALE. • DAlY BY Aavn DESCaanKI 2550 SW Hillsboro Iiwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT ra3r. 649, U 1 iiI =TER # I�!a ■.TYP to ACOUSTICAL ■._ �. =ism w Ilil � �=■1111■■�1�■■_11.�� PANELS,TYP ' fi■;l ii 0 1 ,i�lj Eli IiL � � �� SEE STRUCT,TYP }SEE STRUCT,STEM WALL. I :;!io: : '�4 ME SEE STRUCT,TYP m Mill 1111111MMT '-- i ..f ONORTH ELEVATION © EAST. ELEVATION 1N/4.0.1,01R.. 1,4.=,,-0 350-A-141 350-A-141 I ...,..iiilllMIII• ■ _.N____ _�___ ��M�= MIME_____ •••1 • 1111•111M =MEE__IM__NM IIIM I TCMU-2.TYP _• _9A:�MN MEM MERE_ _lam Bon an ala Itta Da 11111 DS OS BIS Illa MED=MIMI Ma 1 !1111 Satt INEB skin EMBIESIONIIISIMBINIBEIBBIRIBIBMINUMI1111111=1•11116 MO aa as EOM aa ital M1 �� = DOWNSPOUT ROUTED ■ME MB MO�M� ____..____a■ TCMU-1,TYP ALONG SOUTH WALL MI��____ _________81 I 111111111111 � = ALONG AT 3:1 DOWNSPOUT ■�� 1Ir_________ TCMU-2,TYP �_ _____M_ . �___t�____�i■I ■ �1•ia ■________ __________ _ ___ _r________ _ IIIIII_______III is __1111. ■_i1•_• _____ 1111111111111111111111111111111111111111111111111111111111111111 _ MIME__ SPLASHB OCK TYP(3040) I j - I; SOUTH ELEVATION --�., O WEST ELEVATION 1,4•.1•-0• 1/4'.1'-0* STANDING SEAM SHEET l—�� 350-A-141 1 HIGH EAVE 350-A-141 METAL ROOFING,TYP ,2 `: ' 3 1 ..•rr:::' CD LOW EAVE /' �s .....-, iii . 7427 ,...�:::.:::e. U ■' ■_1r__I� _!�_ U I ACOUSTICAL VIII ■1■sr1,-"'"",L��rl■I�. __�■■ B PANELS,TYP 900, ■n I�I:: plrial ! v `sue I I::�_E �I n : STREUCTULUMN,Ss ACOUSTICAL It; ■■ ■ N PANELS,TYP "li .r� II PROCESS EOPT, LLI II::!" __♦r /NS,e , SEE MECH DWGS,TYP g (900,) 11 11 /1��_116. - . 11:41 .�11__�� II o III 11�___v cONC SLAB, VA MII__�� SEE STRUCT,TYP a 11.11 ' ' ::11x__1 )1 kik` SEES RUC PAD, A�11► .��I SEE STRUCT,TYP '1.1.1111111111111111111.1114. U ' GRADE,SEE CIVIL,TYP — ' : r =___ M :--_--°' R SECTION N O 350-A-141 ��%R,ED ARe E Oao CLEAN WATER SERVICES sH T"' BIOFILTER �' ` 82°`106 °'"°` w g p° SDB DATE: PLOT �DigiWllSB y ++ BWW 35o A-2o, THIS BAR Is DURHAM AWWTF ARCHITECTURAL os.: owo r. wavKta.aEaax (�eanV�a6CI Services PHASE 5B2-PRIMARY —"'� 350-A-201 m Clit GBK CAD FILE► 3,0•401 4•537•001 ONE�INCH GIS CHZMHILL ELEVATIONS AND SECTION a0.: OFOR Om commitment G T e dem TREATMENT AND HYDRAULIC "P°° LEC SCALE AS NOTED FULL SCALE. • DATE BY W M DESCRIPTION 2550 SW Hillsboro Hwy. HYlebao,Oregon 97123-9379 IMPROVEMENTS PROJECT Pear 6491 0 Q Q Q 81-2• I 67'-4 I 8•WALL 1810' j TYP I CMU WALL CORNER jREINFORCING,SEE (4001)TYP IS s3 I jCMU WALL ABOVE CONC j WALL.PROVIDE MCJ LOCATED AT ALL CONCRETE j EXPANSION JOINTS AND SPACED UNIFORMLY ALONG j w WALL LENGTH AT MAXIMUM 20'-0'ON CENTER,TYP M j T.O.CONC WALL EL 167.00. "L( ?L7 •♦ ' T.O.CONC WALL EL 165.00. , ,•:�,:•:'-• T.O.CMU WALL EL 188.50 4 !,� EL01.62.2.00 FOOTING AND WALL `;- FTG STEP 3340 71(4- 13 231) 55-55' T.O.F G T.O.CONC WALL T.O.CONC WALL EL 187.00 EL 187.00 FOOTING AND WALL CJ � 1 3142 SIM W/OUT WS M �� AND it T.O.FTG EL 180.00 (3151)SIM W/OUT WS,TYP FOOTING AND WALL CJ , 3'-7 3'-7 zap 0 • 350-5-301 § `i 4 T.O.FTG T.O.FTG EL 160.00 EL 180.00 C FOOTING AND THICKENED FOOTING 10'-0• WALL EJ 5-30 AT CORNER,SEE § ...."". .>, SECTION.EMBED REINF 1 jill FTG STEP 4'-0• 37-0• `M FROM STEPPED FTG _ , AND WALL 7-0•MIN 4'-0' 3340 V OOliNJG AND INTO FACE OF T.O.FTG T.O.FTG T.O.FTG THICKENED SECTION EL+82.00 EL 180.00 EL 182.00 • 3505-301 -- '-------------'---- `i T I Q ■': 4__L—J_I JJ —JL— JL—Ji. __L. I ii ? T.O.SLAB I a I Tn �: I HPT EL 164.00 WALL CORNER T.O.CONC WALL _ - FTG STEP(3340 /REINF\SEE EL 185.00 ® T.O.FTG EA SIDE OF DUCT I IP a \3303 'TYP T.O.FTG FTG STEP + 1�'� o Iii EL 180.00 0.0 8•CONC SLAB T.O.T. .FTG o I 1—_ ME 1 D ' -- _ —r --T ------------- ,3 I _L_O T.O.SLAB ■ § FOOTING AND LPT EL 183.87—7 NI END OF CMU FOOTING AND WALL EJ — — — — — — — — — — — — — — WALL(40,12)SIM WALL CJ A PARTIAL PLAN _ 4'-0" - rg30 SEE 350-S-401 SIM 01- PLAN w 1/8•=1'-0• a ��` DPROfF/o v CLEAN WATER SERVICES SHEET TITLE: BIOFILTER BHEE: 83'106 °"'°` "'"PE DADA: AMR Digital Signature Q DURHAM AWWTF PLOT r OREGON y DEP4: Dye t DATE:JANUARY 2015 G 2 i TRU TURAL C eanWater Services CH2MHILL PHASE 5B2-PRIMARY PAN 350-S-141 F LAS 350-S-141 THIS BAR IS 't' 4+r+a.'P" G t`C CAD Fir ONE INCH WHEN PLC ..1 .SC "'' CHK: ALF 3s0S-141�uw».Ep, DRAWING IS our commitment b Blur TREATMENT AND HYDRAULIC c APPD: SCALE: FULL SCALE. DATE AMR DEeCRIPt10N 2550 SWHBehaoHuy. l iboro.Orpw+97123-9379 IMPROVEMENTS PROJECT PMR.+�r 6491 EXP.06-30-16 1 �j LEC AS NOTED _ _ - -- ICIWALL.SOLID GROUT IIII 1!5648'VERT. lc WAALLL MIN rZ ill94.16"HORIZ 2 3 IIII EL 155.00 ALONG W12 w"12 , T.O.MEDIA I SEE #6@12'HORIZ FGL©12.SEE CIVIL 8•' v-cr © I I I © i _ V 1/4 CONT BENT PL FASCIA 350$.501 11/4 350-S-501 I I ALL AROUND.WHERE I `� , VERTS `� SPLICE REOD PROVIDE AND #d306'HORIZ ��• GRIND SMOOTH.TYP 1/4 _ 1/4 I ► 4 I 3� - ' ' I I 12 ► .0� moo 1 © STEEL DECK - ' CONT BENT PL 3 ► ► , EL 180.00 350-S-501 W12 ► ► ► PL 3/8x3St0,_5• .— 11 1'�• �� — ► ► ► 00 — PL3/4x8NV-0• '�- W8 os ► 2'NS GROUT \ WT CONT BRG PL - \ AT T.O.WALL • INI 3�• /151a12•T&B,EW T.O.CMU `HSS 4x4 I I 1'�'EMBED EL 175.00 I1+ T-0• I►7 BOND BEAM AT a CMU WALL 2•j I 2-#4 TIES 3• TOP OF COL TOP 2 COURSES.TYP 4-314'GALV BOLTS 0 SECTION BEAR CTRD ON PL W/ 117=1'-0• /16040"VERTS LEVELING NUTS W/MATCHING 3505/41 DOWELS,TYP IiI 116640'HORIZ TYP I I 1� ' 8•CMU WALL IIII 0 SECTION II 3f4.=,,-0. T.O.CONC I1Y BROOM FINISH SLAB €L 167.00 _ 0 AND APPLY CLEAR 3505401 EL 187.00 SEALER AS SPECIFIEDCI) T.O.MEDIA R H U.' 3-86 BOTT AT COL BASE CONN N8 4212'HORIZ . 2 THICKENED SLAB (5000 TYPE'B' i VT PJF SLOPE T.O.MEDIA T.O.CONC T.O.CONC HPT EL 164.00 a LPT EL 163.67 *Isar VERTS, TYP AT ALL WALLS • • • _ �. OVER 5'-0'TALL T.O.FIG UB♦�12•EW,_ `c X12• T.O.CONC A15�17 EF HOR2 CONC WALL• EL 162.00 2•CLR,TOP EL 181.8 �''. IN STEM WALL(2 MIN EF) OW HORIZ q � � M5�12'EF CONTINUE 2'-0'G 4 a • a REINF AS SHOWN en FOR CONC REINF 3-il5 HORIZ T&B 4•-0• 6• SEE p5�12'T8B 8' 1'-0• 8• r.__ EL 160.00 LT-0' - 2'-0• R t�∎� FIG BEYOND II #5©l2'T&B,EW 1 2 3'4" EL 156.83 1- GO SECTION o r-0• 1/r=r-0• 2-4*350-5-141 350-5-401 OSECTION SECTION 1n.=1-0. 1/7_1'-0. .• 350-S-141 350-S-141 350-S-401 Ch 0 C a �S`��tp PROfFSS� v E "It DATE CLEAN WATER SERVICES SHEET HUE BIOFILTER SHEET. 84°F 106 °WGI `�` MOM 0 IMINIIIIMIIIII AMR DATE: °""` LAS ref 350s3o, THIS DURHAM AWWTF Digital Signature 0 CH2MHILL STRUCTURAL are:JANUARY 2015 GS 43 C1 ( eanWa6Cr Services PHASE 5B2—PRIMARY 350-S-301 4- 40. wDFLEk ONE INCH WHEN SECTIONS C"° ALF 14acai n DRAWING IS Our commitment to clear TREATMENT AND HYDRAULIC vt°a 013�RON so- c APR): SCALE.LEC AS NOTED FULL SCALE. wEVa DATE oEacarnoH -2550 SW Hillsboro Hwy. MtllsoorD,oTayoT,971239379 IMPROVEMENTS PROJECT Pnir 6491 I EXP.06-30-161 V T 9T-0• . T O NPTFS 18'4`TYP 4'-0' -0• THICKENED FOOTING ' 1. FOR FACILITY DESIGN CRITERIA SEE 001-6-008 AND 001-G-009. • II 2. FOR DECK CONNECTION SEE SPECIFICATIONS. WALL. D FROM STEPPED FTG T.O.FTG T O FTG 350-S,30 3. FOR CONCRETE MASONRY WALL DETAILS SEE 4004 FTG EJI' , AND WALL 7-0-MIN EL 182.00 EL 160.00 WALL AND INTO FACE OF CMU • • JOI CONC WALL T.O.FTG FTG EJ I THICKENED SECTION ® • Y AND FIG CJ EL 18200 T.O. I ;�_ is WALL e∎errr _.._. EL167!' I I I I _ ® I I , I (I WAL CONC 350 .t1 ......................._..----...— —. ' � -------- EL 18700 KA1•∎•'►•∎••∎i•� ••••4�••4.i•∎• ∎"* >•■∎ • 4►∎• •:KPl••∎A:P.�.•∎•∎•i.•∎••*1••4/• •��•••4►•■∎∎∎•< •�•∎∎∎∎∎∎∎∎∎∎•I•••■∎∎•∎∎∎•�}� I I I I I T.O.SLAB HPT ►4 I I II I I I N EL 184.00 04 CMU WALL CORNER 1____l___1J O_ __IL___�_ _ _� >I REINFORCING, _�• I`T.O.FTG s f I ►, SEE(4001) ® L-T.O.FTG . ç - 11N6 f t �f.��.� ► EL 180.00 ji . _ ►, EL 158.00 N .�^ EL 182.00 3340 ��OPNG REINF ` FTO STEPO Q 3/4'PJF BTWN CONCRETE • �3301).TYP / EA SIDE OF DUCT ►►4 t ►1 AND DUCT WITH JOINT— 111101-A _ I A 8'CMU WALL I • TREATMENT PER 3239 TYP OF I ■ 74. EQPT PAD 8'SLAB ON GRADE 04 LOCATIONS am.TYPE'E' TYP A'DIAL TOP, I 4 WALL D i .TYP SLAB CJ TYP AT COLUMN I ►4 1 FTGEJ . (, � I■) ,.�� I■) CORNER I 9 COLUMN ■ I 1� ,I .L.! I ►4 3505-501 • 7.J L ==I_ - --- -i === _-�-.----- 0 4 CONT T.O.WALL —`: e.� i_...==_____----.._.-----' -_-_ a ®T.O.SLABLPT EL183.67 ��, -__ v O cl) 5302) SIM PLATE N T.O.FTG I HSS 4x4x1/4 COLUMN, 0 ; SEE BENT I t14, SEE�SIM EL 180.00 TYP OF 2 � § N 8 -..CN—T.O.CONC COLUMN CL �1 350-S-501 WALL I � - �l f( SIM FOR CONN SEE EL 165.00 4'-0• 24'-0'TYP 33'4- EXTEND T.O.WALL BENT PL BM CONN _ O- FOUNDATION PLAN PARALLEL TO GRIDS B AND C (5022),TYP 350-S-50,...._. 1 r ' TO FASCIA,TYP OF \YI+/ 1/4'=1'-0' LOCATIONS,SEEnSIM ( ' , 8'CMU RAKE C 3504-501 1,$, Wi8 W 4041 r 5-30 CONNECT DECK TO WT I7ypl — —-T _, © EA TO 114 W8 BEARING> D 4 �� PLATE 1/4 iv WT 6x9.5 WTBx9.5 WT6x9.5 WT 8x9.5 WTBx9.5 WT 8x9.5 4 4 F "' 'n x - `4 W12 BEARING in 3 PLATE • - ---'-- IL `• = --------—f o� — — k I -----'-----0 t 1!2'18 GA v) CONN,SEE I 4 DECK NG ^ SIM + ` q + DECKING CONN,SEE WI 6x9.5 WT 6x9.5 WT 8x9.5 I/ 3 \I 71 2 WT WT WT TYP - — ---- __ 3 350-S-501 o TL. ___ 350-S-501 `� I FASCIA ALL AROUND, �1 . BENT PL FASCIA EXTEND CONT Mr— W12X30 I W12x30 e� W12x30 I SEE SECTION D BENT PL TO FASCIA `i tM� I —- -—-—- 0 350-S-30 _. - _—_-_ - • NOTE: I BM SPLICE(5029 _ _ SEE PARTIAL PLAN STEEK DECK NOT SHOWN. 23'-0-TYP TYP OF 2 CL BM SPLICE (1? 1, PARTIAL PLAN § 9 SPA 42 6'-0'=54'-0- 6'-8' 3/4•=1'0 O 01- ROOF PLAN e ��' Off 77 = °RN: (AT CLEAN WATER SERVICES BIOFILTER "'� 85°F 106 °`"G` '°"°`E O AMR�� DURHAM AWWTF STRUCTURAL PLOT Digital OREGON Signature °S"' LAS°"°" 3505-401 THIS BAR IS GIean� Services C H 2M H I LL PHASE 5B2-PRIMARY DATE:JANUARY 2015 350-S-401 -F wrIL.�`' N CHx. CAD Fae• ONE INCH WHEN Oarcommitm•ntf•ot... TREATMENT AND HYDRAULIC ENLARGED PLANS RC.: IRON sou-ALF 350-SW1 4953ra.api DRAWING IS APPD: SCALE. AS NOTED FULL SCALE. REV• DATE ST DESCRIPTION 2550 SW Hillsboro Hwy. tel Oregon 97123-9379 IMPROVEMENTS PROJECT - east EXP.08-3o-16l U LEC ATTACH DECK TO - BENT PL AS SPEC P. 1/4 \2-12 BENT PL 5/16 I li. 8'CONC WALL 1/4 12-12 TO PL 3/8' BENT PL 114' #6 VERT FROM CMU CONT BENT PL 114 3" 1/4 \ FASCIA � ABOVE,4 TOTAL BTWN BMS 0 1/4 I 3/4"BOLT I TYP WALL REINF, 1'-6' HOOK AT COL 4-#8 COL DOWELS CONT BEARING / FAR FACE PL 314"xa'x0'-11' ON 6'LEG I I PL 5302).SIM L5x5x3/8x4 I I #4 @6'TIES STOP AT BM CONN ' I 1 ailII � 1 112"NS GROUT ‘Irtig I './'/ \I Illa CONT BENT PL, � MI SEE SIM _ O 2 112" ..\''Y 'l' 011a, T.O.CMU PLAN EL 175.00 REINF,STEM K AT REINF,HOOK AT COL FAR FACE W6 4iiIlI O FASCIA CORNER CONNECTION PLAN AT CONCRETE RE NFD �`I1A w 3'=1'-0' i W 350-5-401 2-3!4'GALV BOLTS @8"GA ` wG� HOOK TYP REINF 0'CMU 11111/ #4 C U ELL AT L11 AT COL FAR FACE 8'CMU WALL LIj 4-#6,EMBED W MIN DETAIL IN C6,EMBED BELOW ,112".1'-0.'" L 1i!1 54350-5-401 #4 @6 TIES 35001 4 16'S CMU COL L ATTACH Q BEN PO\ BENT T PL/ I I 8' 1'-0' AS SPEC 3' I 1 3. CONT BENT PL 1/4[ 1• BENT PL 1/4^ 6^ PLAN AT CMU srnNSMS N CONT FASCIA va \ va I ��=_'�� BOLTS BENT PL 1/4 ■2-12 TO BM 1/4 12-12 ► � COLUMN DETAIL ► � 0 SIM 1-1/2'=1'-0' ' ` N W/FULL HT PL O w•oien 350-5-401 ,- �_ PL 3/4"x 6 1/2'x U-8" 1/2" 4-3/4'BOLTS @ 5^GA a PL 318'x 2 1/2'STIFFENER c°. WE 1/4 V I _EA SIDE CTRD ON COL 0 w I 4-3/4'BOLTS @9"GA ✓ HSS 4x4 I-- COL WHERE to aOCCURS PL3/4'x61/2'x1'-0' a 1/4 V © DETAIL O 1 1/2•=1.-0• 350-S-301 350-S-401 w (n 1- C a co PROF E EL �',k IyE4R�/O 0 CRN KLA DAT: CLEAN WATER SERVICES SHEET TITLE BIOFILTER S"EE' 86°F 106 °`"°" ntgitalSfgnatuie CI DURHAM AWWTF STRUCTURAL DATE JANUARY2015 �G OREGON °SH LAS°NG" 350-S-501 THIS BAR IS cAnFiEEa ONE INCH WHEN C1eanWatpr SetV1CeS CHZM H I LL PHASE 582- PRIMARY DETAILS 350-S-501 '�F '(4YTO,'s�` GV CHK• Our commitment i"clear TREATMENT AND HYDRAULIC PLC a 'Qg4ON SGO ALF uas-50i 495379 VI DRAWING IS C *FPO' LEC SCALE AS NOTED FULL SCALE. Rev" DATE BY Awry DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 971239379 IMPROVEMENTS PROJECT Pw e. 6491 1 EXP.06-30-161 0 NOTES: 1. BIOFILTER MEDIA,COVER MATERIAL AND PLENUM ZONE MATERIAL NOT SHOWN FOR CLARITY. 1'DRAIN HOLE AT • 4'CLEANOUT,TYP(2440 INVERT OF HEADER. 2. PREPARE BIOFILTER SUBGRADE TO PROVIDE CONTINUOUS TYP OF 6. 4Y FA FOR CONTINUATION SLOPE OF GEOMEMBRANE TOWARD BIOFILTER DRAIN / SEE 005-CY-105 i. LINES. • /.... 3. FA HEADER AND LATERALS WITHIN THE BIOFILTER CELLS 30"HDPE FA - •/• -- SHALL BE AS SPECIFIED IN SECTION 13222 HEADER II •' / — ,. . , SHEET KEY NOTES: SAN MANHOLE ?�"� SEE DRAWING 0 4•D INVERT ELEV 158.33' 05-CY-105 '� � O 4'D INVERT ELEV 157.22' • (2431) TER/•� O CELL 3 !CELL 2 6'HDPE FA LATERAL,TYP El j I ! 1 3 O 4'D INVERT ELEV 158.33' ® ® / li — I r'. d) 4'D INVERT ELEV 15876' i • . I I I O 4'D INVERT ELEV 158.45' °4 �i t i O 4•D INVERT ELEV 156.46' 1 1 0 4'D INVERT ELEV 159.00'•4-RUNNING /►. � (� 1 TRAP�TYP t1 r �.,i ,/ — . I I I O 8 4'D INVERT ELEV 156.70' 350-M-501 / 1 �i 1/� �— .• iI1 I � O9 6'D INVERT ELEV 156.43' .. 1 ( 0. 6'D INVERT ELEV 155.80' i ii 1 1 0 6'D INVERT ELEV 155.5T I 12 6' . ' BIOFILTER I/ �: - I 1 1 1 � CELL 1 — I 13 ' •—— — ! I I i ® 6 D INVERT ELEV 154.29' ii 0 4— 1 V I II BIOFILTER DRAIN COUPLING ! /— I I I AND GEOMEMBRANE BOOT. it /" '-- p I I FOR BOOT SEE DETAIL ' I f I TYP OF 8 — — ENCASE 42'FA BELOW 350-M-501 '�— �� t! 39'-0';; I i •FOOTING AND BIOFILTER `. — — WlCLSM AS SPECIFIED IN 02320 TO LIMITS INDICATED '''' -I II I II I 1112'NPW f '_— ' SPRINKLER,TYP' ' „ I • I 350-`--301 • I 30'HDPE FA € _.._.._.. HEADER __ — —' _. 350FILT4101 ., ,. WATER it I I-111100H- a .. „ • M 3fi FA L ,III�■-I—_ I FA• c Q I 11 �� i,. t® tlr� 350 IrF90, iv 1i II �] '••: — —iii 0 a 9 .� 4 :y�: `__.. _ _ _.. _ _.._ --M" - _..._..-.. �!1 v -- 350-M�01 a —L ,f . — __ — —4.. . _ iii iai�� .• .. ._.._._.._- _.._.._. .._.._.._.._.._.._.._.._.._.._.._.._.._.._. . .. .._.. .._.._.._.._.._.._.liB 358-M-301 I 350EF4101 0 350-M-301 4'-0' 4'CLEANOUT,TYP 350EF4102 LATERAL �2440� - SPACING N (? PLAN 0 Li 1/8•=1'-0• In H 0 a '1'6'0°4'PMROFE�i 7 E SHEET�iiLE- $MEET OF DWG M: Q ''6.0°41744� O DRP ORG CLEAN WATER SERVICES BIOFILTER 87 106 RKC DATE Digital Signature . DWG. DURHAM AWWTF DATE JANUARY 2015 v NRF 350-M-141 THIS BAR IS M �+ � MECHANICAL �`°' °"��, � CAD FILE f. ONE INCH WHEN C1eanW�er Services CH2NIH I LL PHASE 5B2-PRIMARY PLAN PLC.. 350-M-141 4:( 4<coa10, °H1 SCC 350-M-+.+_.s5379d9° DRAWING IS Our commitment is`'°" TREATMENT AND HYDRAULIC E SCALE: FULL SCALE. DEecavrON z55OSW Hillsboro Hwy. Hillsboro.Oregon 971239379 IMPROVEMENTS PROJECT e 6491 I EXP, 12 31-20151 j LEC AS NOTED REV DATE BY APVR NOTES: 1. BIOFILTER MEDIA,COVER MATERIAL AND PLENUM ZONE MATERIAL NOT SHOWN IN SECTION FOR CLARITY. 2. ALL BIOFILTER HEADER AND LATERAL PIPING WITHIN A CELL SHALL BE INSTALLED WITH THE SAME CENTERLINE ELEVATION AS INDICATED. 3. PREPARE BIOFILTER SUBGRADE TO PROVIDE CONTINUOUS SLOPE OF GEOMEMBRANE TOWARD BIOFILTER DRAIN LINES AT ALL POINTS WITHIN EACH BIOFILTER CELL. TAP HEADER FOR 6'DIA STUBS AT 15'FROM CENTERLINE,TYP. FABRICATED 15°2-GORE MITERED FOR BIOFILTER CELL NO.2 ONLY ELBOW WITH BELL ENDS,TYP.ALL HEADER / 4 \ CONNECTIONS AT BIOFILTER CELL NO.2 30•FA HEADER 350-M-501 %ELEV 162.25' 6'FA LATERAL,TYP 1 1/T NPW :; 6•FA LATERAL,TYP SPRINKLER,TYP ELEV 160.25' - V. t`. r ♦ I ' -.-.-.-_-_-.-.-.- -.-_-.-.-.-.-_-WBF1LTERCELL2— _ _-_- - - - - -_-_-.-.---_-.-. ■ BIOFILTER CELL 1 I. ®eE - e - -0- - -0 -o- - �y / ._._ ELEV 182 i -)♦u I � NOTE 3MBRANE LINER, i ' `- GEOMEMBRANE •.I.. USA ...__._.. V • „�. LINER,NOTE 3 , �I"ul�• . I• 011 L 42"FA,FOR CONTINUATION • I�InJ 4"BIOFILTER SEE 005-CY-105 DRAIN,TYP OSECTION 3/l6 1'-0" 350-M-141 Y T Y T Y Y Y Y , • NOTES: -- U - 1 r 1. ADJUST DUCT CENTERLINE ELEVATION TO MATCH INLET ELEVATION 36 FAQ ' OF FANS.INCREASE EQUIPMENT PAD HEIGHT OF FANS UP TO A � M i 36"FA,NOTE1 MAXIMUM OF 12'TO ALLOW FOR PROPER DRAINAGE OF FILTER AND WATER PANEL �, �„ TO ACCOMMODATE DUCTWORK TRANSITION FROM HDPE TO FRP. / 2. INSTALL DUCTWORK WITH BOTTOM OF DUCT ELEVATION NOT LESS 1 �. ' I--I h O I '■1 THAN T-0'AFF. O , o o ■I IP �1 42'HDPE ? �� p o - _ TO 36'FRP 2 - 350EF4101 I IMMUI (15889) 0 w e 0 a OSE"=1'-O"CTION 3/16 350-M-141 350-M-401 E E N W CI) Q F C Ci cD O 4 CV oH,, wcc _ CLEAN WATER SERVICES SHEET""E BIOFILTER SHEET 88 SE 106 °''�G» �Digital 0 ■MG f DURHAM AWWTF PLOT JANUARY 2015 OREGON NRF 350-M-301 THIS BAR IS MECHANICAL ,4r 4i0 t52 CAD FILEi. ONE INCH WHEN aeaII �>< '�� CHZMH I LL PHASE 562- PRIMARY SECTIONS „�, 350-M-301 4g4�MO Our lf,Q CHI( 35OM401 405379.°9n DRAWING IS Our omm'm°°""'°" TREATMENT AND HYDRAULIC E' LEC s�iv.E. AS NOTED FULL SCALE. « DATE a� , DESCRPTION 2550 SW HiIIsboro Hwy. Hillsboro.O�eg«,97123-9379 IMPROVEMENTS PROJECT _�. 6491 E>a'. Q-31-2015 �j NOTES: 1. FACILITY ROOF NOT SHOWN FOR CLARITY. 2. PROVIDE HUB ADAPTER TWO PIPE SI7FS LARGER THAN OUTLET.SET TOP OF HUB 2 INCHES ABOVE FINISHED FLOOR. 3. EXTEND PIPING THROUGH WALL AS REQUIRED TO INSTALL GEOMEMBRANE BOOT AND OFFSET BACK TO WALL FACE. SHEET KEY NOTES: 20'-2' T$' 1 r NOZZLE PRESSURE PORT 10 2 11 10' O 4`� DUCT HUMIDIFIER I 350-M-501 'O r 4 NOZZLE PRESSURE PORT 101 15807)NOTE 3 15888)TYP OF 5 I i ; H I r NOZZLE HIGH PRESURE PORT 4101 1 TWI�, _ __. • -.._ �.I._..._- :� r_—. .wtI�MtIItNwI� r_________. ""-----------....._.. �.::.._..f_.t......_..___ _.__....... .. �._......... ... ............. ........._._...' ..__.._ rrw lTi r NOZZLE LOW PRESSURE PORT 4101 O _....... _-. .. _.. _-. 350FILT4101 . I J ... _- .._-- 15884 TYP OF 5 I i J 1 1/r NPW ) I FOUL AIR FILTER f O r NOZZLE LOW PRESSURE PORT cm ® '3r FA 4�i --- -1L --- -- ® R Y .i 1!. o A Y S �J J rt� �� O r NOZZLE HIGH PRESSURE PORT 4101 iJ ' J I: 38'FA 1�r N �.5� n O ,'© • ISOLAN V • HOE 570)• • F:// ! 1 , ' O '_' 3 J (15898) \� Q J J J 10 r 0 INVERT ELEV 181.37' \ 3'CIEANOUT 2440) ®.-,o \ 3'C OF 3 O i J I • v9oo POST HYDRANT 15154) «: ` O I I TYP ODRAIN, I JJ 11 3'D INVERT ELEV 161.21" 4:.. ,L 1..-_- —- -..-..-.._... _ .._..- - ' - - - - - _...-.__ _NOTE 2 •-- - - - _..-.. ._.. .. is NOTE 2 • <ar __.._.................._ .......: __© ! I 11 -�.-._-___.__-__-..-..-..-..-..- I �1'NPW 12 r SPARE NOZZLE 1N/BLIND FLANGE 1 1/2'NPW t 1. El I 15807)NGTE3 ® t - ---------- �- rNPW�_ il `' I I� `' • 1t n n.... L I 1 B 350EF4101 1 Art R ..--_____-- -- --- 1 it- 1 BIOFILTER ODOR !4'CLEANOUT, 2440 FLEXIBLE BI ILTE ODOR 350-M 301 350-M-301 CONTROL FAN 1 .` TYP OF 3 CONNECTION,TYP CONTROL FAN 2 I `, • 14'-0' 1T-2' 1/4 I a.N 19'-5' 3'D FOR CONTINUATION v SEE 005-CY-105 w -2"NPWFOR I-p CONTINUATION SEE 005-CY-105 O Ti 01' 0 ENLARGED PLAN 350-M-141 R it o c °� RKC � CLEAN WATER SERVICES SHEET TITLE. BIOFILTER � 89°F:106 °"'°' Digital p OW DWG* DURHAM AWWTF DATE: °"°°" i NRF 350-M401 THIS BAR Is MECHANICAL ,ei, c�oFILEr. ONE INCH WHEN QeanW�L es CH2MH I LL PHASE 5B2-PRIMARY ENLARGED PLAN 350-M-401 4. .. N �K scc aw�,.a,.Y677Y.Op DRAWING IS OUT commitment is clear TREATMENT AND HYDRAULIC "" �<FOPES c APPD: SCALE: LEC AS NOTED FULL SCALE. a o* �, , DESCRIPTION 25503W Hillsboro Hwy. HYIeDOro,Oregon 971239379 IMPROVEMENTS PROJECT rPwr 8491 IEms. 12-31-2015) (� SECURE PIPING 112'NPW TO AND COMPONENTS HUMIDIFIER ASSEMBLY TO ENAMELED STEEL BACKPANEL 1 AIR FLOW I UNION,TYP EXISTING GRADE 4"CLEANOUT,TYP ell Aft 12"TEE '. „�, HUMIDIFIER CLEAR 2.-6x2•-6 FULL CONE ACCESS PORT CONCRETE PAD CLEANOUT BOX SPRAY NOZZLE, WITH CAST IRON 69 • • TYP,NOTE 1 COVER YMARKED • .7®, 112"NPW PIP ;ii m PIPE SUPPORT, ,, ,NOTE 3 —�- - -�PANEL SPACE 112"V208 FLAP,AS SPECIFIED HEATER `� I MI _`' 1 112'V300,TYP OF 4 i I 1 112"NPW UNION 1" 1"AIR V300 WITH "Ii lift; "NPW I BULKHEAD CONNECTION 350PRV41 01 FITTING 112'V300 112'NPW TO WATER PANEL / ill NOTES: ROUTE TO HUB DRAIN FROM �1. NOZZLES SHALL BE AS SPECIFIED IN BIOFILTER 4'D SECTION 13222. =WI N 1 112"NPW TO WYE STRAINER ' BIOFILTER CELL 2 2. NOZZLE PIPING SHALL BE REMOVABLE N 1 1/2'NPW TO 2'V300 THR HGOLE UGH P EFCLEANGED OPENING AS A BIOFILTER CELL 1 III 2'NPW 3. PIPE SUPPORT TO BE FRP AND BONDED V-6" -.-1 NOTES: TO DUCT WALL. 1. PROVIDE RUBBER GROMMET SEALS AT ALL PIPE PENETRATIONS. 4. HUMIDIFIER ACCESS PORT SHALL BE AS SPECIFIED IN SECTION 13222. CDWATER PANEL ell DUCT HUMIDIFIER © RUNNING TRAP 350-M-401 350-M-401 350-M-141 MOUNT FLUSH WITH TOP OF WALL COVER SPRINKLER MATERIAL 1 1!2'NPW • SST PIPE • SINGLE GASKET NEOPRENE PREFABRICATED SUPPORT L /i : ::2// 50 TO 60 DUROMETER PIPE BOOT• 15505 SEALANT CAULKING GEOMEMBRANE BIOFILTER MATERIAL STAINLESS STEEL GEOMEMBRANE MEDIA ANCHOR PLATE BANDING• SEE 3/8"T PST 6 S BTR 3/8"TYPE 316 SST THREADED RUBBER GASKET FA HEADER ROD ANCHOR BOLTS WITH NUT AND WASHER 12"O.C. SHORT MI. 2 CIRCUIT BARRIER __.._.... _......._____.._...__ ____...._....... ......._..._. yl�m 9 PLENUM ZONE 12' FA LATERAL 4'MIN IA, i o MATERIAL . v ¢i 2 `� _–_–_---_–_------` -- GEOMEMBRANE P SHORT-CIRCUIT EXTRUSION WELD iJ BARRIER PIPE J a 1I .1"-[ I / VARIES PREPARED SUBGRADE /////////// GEOMEMBRANE LINER `GEOMEMBRANE CONCRETE WALL co 0 O W O BIOFILTER PERIMETER DETAIL 0 FLAT BAR BATTEN O PIPE PENETRATION Y a 4 NTS NTS NTS OJ 350-M-301 350-M-141 S��Pro F90F,-�, E o. 0 «vG CLEAN WATER SERVICES BIOFILTER 90 106 QW" �50437PE9 0 JLB DATE SHEET TITLE- 'SHEET " DWG p-. Q DURHAM AWWTF Digital OREGON tore 0 -° NRF DWG p� 350-M-501 THIS BAR IS c _ DATE.JANUARY2015 ,4 REa�•CAD FILE ONE INCH WHEN CleanWater Services CH2MH I LL PHASE 5B2- PRIMARY MECHANICAL DETAILS �D. 350-M-501 �1- F,fil.Q `�°41 CHIC OB=Co itme°tIpdoor TREATMENT AND HYDRAULIC c SCC 351YM-501 495319.09^ DRAWING IS APP°. SCALE_ FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro.Oregon 97123-9379 3 7 9 IMPROVEMENTS PROJECT Pcw f sas, I E . 12-3}-20151 LEC AS NOTED REV p DATE_. BY APVTi _ _ _ _ 0 • r i PEPS . SHEET KEY NOTES: O ADJUST PEPS/EFDS FA EXHAUST FLOW TO 3,500 CFM. O ADJUST PRIMARY CLARIFIER 4 FA EXHAUST FLOW 0 TO 3,000 CFM. OADJUST PRIMARY CLARIFIER 4 INTAKE DAMPER TO ACHIEVE-0.10'W.C.UNDER CLARIFIER COVER AT DESIGN FLOW RATE. O4 ADJUST PRIMARY CLARIFIER 2 FA EXHAUST FLOW .77.------- TO 3,000 CFM. O ADJUST PRIMARY CLARIFIER 1 FA EXHAUST FLOW TO 3,000 CFM. O ADJUST PRIMARY CLARIFIER 3 FA EXHAUST FLOW TO 3,000 CFM. i PRIMARY f. CLARIFIER 4 EXISTING O ADJUST PRIMARY CLARIFIER 3 INTAKE DAMPER TO \ CAPPED.TYP ACHIEVE-0.10"W.C.UNDER CLARIFIER COVER AT s DESIGN FLOW RATE. © O DETERMINE SYSTEM STATIC PRESSURES SETPOINT I REQUIRED TO ACHIEVE DESIGN FLOW IN THE `7) AS-BALANCED CONDITION. OPROVIDE PERFORMANCE TESTING OF EACH FAN __ INDEPENDENTLY IN THE AS-BALANCED CONDITION. 00 0. SpEFDS 0 i PRIMARY I CLARIFIER 3 0 ------'N.\N.\\ PRIMARY CLARIFIER 2 a- CL tN� N 00 a, BIOFILTER w M P 0 0 J CL I PRIMARY CLARIFIER 1 0 C o a) O (QED P9OFF� E _. S<F, PINE /-nsy d c'e. 4'5012?PE'9 "F. U DRN. ORID CLEAN WATER SERVICES SHEET TITLE: BIOFILTER SHEET. 910'106 DWG'' o JLB DATE: Digital Signature 0 DSN DWG e. - DURHAM AWWTF DATE JANUARY OREGON U NRF 350-M-601 THIS BAR IS MECHANICAL D 4, CAD PILE''[. ONE INCH WHEN C1eanWaber Services CH2M H I LL PHASE 5B2- PRIMARY AIR FLOW 350-M-601 4tA FDRES\'`Q E CHIC SCC 350-M-601195379 dgn DRAWING IS Our commitment irclear TREATMENT AND HYDRAULIC SCHEMATIC c APPD srue FULL SCALE. REV* DATE BY APJR DESCRIPTION 2s50SW Hillsboro Hwy. Hiusboro,Oregon 971z3-937s IMPROVEMENTS PROJECT '' 6491 �DP. 12-31-2015 1 U LEC AS NOTED _ - - i NO-68 I i — — — _7 — — — — — if — _- I i Imo—NOTE 5 • _ J �_I_ .- -- - - �_ -'---' -I- I G1 '? / i i ! r I Illikih1/4 . PIT-4102 j T'( MM (":-.-.--(--1-:: /,.. -PDR 4101 D ..511 c1— r c1— c1— c1 _ 350LCP4101 1vjOinit-I'=-4F,TYP /- — //ii�� • SV4102 j / _J rAll ` ---�PIT-4101 -:: WP/ ..... GFCI (11)4p 11) (s) P1Q1 — — I, OEF0LCS I aEF41 — :� _.350EF ,oDSW _.- _........... .._..._..__. i.'. 1r�. NOTE 3 J1' <2..,.. 350EF4102 -J • El 1.=.• zi C3 • Cc MOUNT 10'-0'AFF, MOUNT 10'4Y AFF,. NOTE 4 I I NOTE 4 ` CLASS 1,DIVISION 2 AREA WITHIN 3'OF ALL FAN EQUIPMENT AND DUCT WORK AS SHOWN 2 NOTFS• a 0 1. NUMBERS SHOWN IN PARENTHESES,(N),ADJACENT TO LIGHTS AND RECEPTACLES ' DENOTE CIRCUIT NUMBERS IN EXISTING FACILITY PANELBOARDS. PROVIDE#12 CONDUCTORS FOR 20A OR 15A CIRCUITS LESS THAN 75 FEET. PROVIDE#10 w CONDUCTORS FOR CIRCUITS GREATER THAN 75 FEET. REFER TO PANELBOARD 2 SCHEDULES ON DRAWING 330-EP-131 FOR CORRECT PANEL. I- 0 2 COMBINE RECEPTACLE AND LIGHTING CIRCUITS IN A SINGLE CONDUIT TO MINIMIZE LENGTH OF CONDUCTORS AND CONDUIT. CIRCUITS COMBINED INTO A SINGLE CONDUIT a SHALL BE SIZED FOR NEC DERATING AND CONDUIT FILL REQUIREMENTS. 3. STUB-UP AND CAP SPARE CONDUITS AT THIS LOCATION. 4. CONNECT LIGHTS INTO THE EXISTING SITE LIGHTING CIRCUIT. VERIFY VOLTAGE BEFORE MAKING FINAL FIXTURE SELECTION.SEE LUMINAIRE SCHEDULE ON DRAWING 001-G-019. 5, FOR IRRIGATION CONTROLLER LOCATION,SEE 005-CY-105. to 0 N 6 THE SPACE FROM THE TOP OF THE FILTER MEDIA TO A HEIGHT OF 3 FEET ABOVE IT IS A m 01- PLAN CLASS I DIVISION 2 AREA. DO NOT PERFORM ELECTRICAL WORK IN THIS AREA. w 3/8'=1'-0' rA o -- - `EOTRr04 °nH orrlc CLEAN WATER SERVICES S EETT1UE SHEET or owG* ``' O JNH oarE. BIOFILTER 92 106 Digital Signature ■osH RSH°WG" 350-EP-141 THIS BAR IS DURHAM AWWTF PLOT '"�+xroe.'�' ♦ 0 ELECTRICAL oaTE.JANUARY 2015 C1eanWater Services CH2M H I LL PHASE 5B2 PRIMARY PLAN 350-EP-141 9, P CAD FILE If ONE INCH WHEN PLCR q CHK MSM 354EP,141 4u53790pn DRAWING IS Our commitment It CI.nr '�S.__- TREATMENT AND HYDRAULIC E' APPO: LEC SCALE AS NOTED FULL SCALE. REV It DATE By p DESCRIPTION 2550 SW Hillsboro Hwy H,Isboro,Oro90n97123-9379 IMPROVEMENTS PROJECT «�. sas,_ _ �ExP. os-3-20151 �j ``-3/1 LEVEL,SEE PLAN i { 1 CP-/t00/ 'I E4 y trr?r7'_ //'e"• THIS SHEET ltrrurf3-D B r rf.i 0 gra ,--• "' ISOLW�1/HYA,�i?X/t1E 530 �,� e,lo44.eo1 EF-,Z .'/ I i4 ��'. 1 fr.atf� A,�X __ ,fir � 3 ' f sEE mar se"...c/7/Mr OM r, 'l.�riir'a' -`fir` Y - —__r/ +r.` �'r_ �. ;A:: �rir.� / �� ,�, 515 sr r2'OI/ IIF iii I �r� - I R 2 �5 * � *i2 5 it t.- '4.1° /r EL∎ 7 .e � � 1 , �,/IiNglilit#Hii1�/lidirltMlNlili NNtffRrrfl iiaMletlttt+a �yl 6 I ' �U I D 4IIIIIIBMIPIIIIIIIIIIIaq i ::';H';'! ;: j l i d \\e,1avMdol �!//y _ 1 + 0 i ST-f?dr3 "W 1 ,wig ei �!� I a,oMao, �r�o.so -�t�* 528 1' 4 i rf XZioG sT rear ''`.. III► __ .. ._ _. __ - -- ,inom. I ,,,41 . . - IINIUMINNINIIi*: *- , i.F �� -�►...... . 1 id ...... --- i. ,� aiiltltitHN swim 1 ( i IGOE I ' 4 ntiontslitlimaili p, E;r 2047 57 e sfE vorE trl ' i �tJ1.P=t'� E. E7!L'.S 7 _ 1: ,i( ?!I;iii=tl iii ,..,ti68a0 �77.Z �-^ orb, i4r ;;ci:rPf! " .{ y 1112"""-_ El: (11N011 la�alt- JS S1 G7�4TJ� J�f_/LQO9 r 1 11, �� fl.K9.7S i re vx(rrP> f. if µ11i t1�11 1iliIiii/ == +� + { ('t. g 4 A _ R 1 i,. 1,7 I E r Inman to , ;� ` / F s7-/Z .� ' , i sr- ms ! i 1 57--,x,7004 I I I rj{ ! II ' 2 ` , + se'4: rra.as 1 1 ; + ; I 1. ) STr2©N22 4' "'Pt-•4 r�. �`I_. CHEMI Tr�E,e �a P ► l ie,,5 g ° i .5-45:e....-Ca 91.3 .''8 �. SEA srsaa, �'� l I oG _ I 2 O ,11 t`Ll$Qa I i I , 1 II F- or I rl \. tutrnitattittrat M.. El/>Gt2 1 I II 1 30 I sr- ,.wa *ran ,r i 1 1. 530 Tto �A_ .= sib: 1 i-7/zC�IDr �.... / ' f -,r-. .7..07 I -'o• �5-cr+ 3 � # AMP-12006 AMP 12007 AMP-12008 I I ;t.1;•.,.( Ill; = e } r/�f�' i1 9 O �, ` ALUM METERING ALUM METERING ALUM METERING 5, t imu 1 Y Y-f- - PUMP6 PUMP? PUMP8 j -p �. ! ,I1 N. ; AMP 12002 AMP 12003 r� ,kiii,+� i AMP 12009 ( i ■MI 1 III 1 •uuNwrNSa>1stNNNnmaNpn 'It`:';ill - , ,,,,,,,,11,...„,. ,,;; ALUM METERING ALUM METERING4 UM METERNG ALUM METER 11�� i E ! t j t ?l+. PUMP 2 PUMP 3 `" I t'� f f. PUMP 9(EXISTIN r; I I unto. A `�` ;�: ! .:,I /j1 �'..,I '1 .• .i . f. I ! .�...:: t I NOTES:titimusu as 4 ^^-'^J 1 ,{- Ifi 1, 'Sirir7—a �It+l�Ft/more 1 ... f{.,._ ' 1. ENLARGED PLANS INDICATED HERE MAY BE SHOWN I y -"'� -- - ONCE BUT ARE TYPICAL FOR MULTIPLE LOCATIONS.• UptUti'R.tNitlft611N3f l - ■ , __ ^-�'-"� - _ - t i f -Y J-� _ ' SEE ENLARGED PLANS FOR FURTHER DETAIL. m ;i 1: I 4!` . A t' © I i �'`j i W j 2. DEMOLISH ALUM METERING PUMP 4 AND ALL a .I l l :'!,I is. t �i.. 810-M-501 810-M-502 ,: �./'Q"'r. - 810-M-501 t 810.44-5011. ASSOCIATED PIPING AND APPURTENANCES. t�q��{��y /rd1 r I; it! I i I' i it; ' ��F"7 r �� `� �� .---_- -_.-.,_.__ t-- ---- PROVIDE CAP ON SUCTION LINE DOWNSTREAM OF w 1 - s� I- !,I' 1)IitII(,1 I 13!i!.... I -- ti�l+fln .... - N =--..- , • - D NOT DEMOLISH PUMP PAD OR ISOLATION TION VALVES. I- J 3t o ISOLATION VALVE.PROVIDE CAPS ON 1, - }�� '1 i 3 DISCHARGE K ISOL LINES UPSTREAM OF ISOLATION VALVE-1 2 j.l.$ i . ; ( C - _. .....A 141 - 1 I - -..» i. - L:_L! .S v .ErZ T-f' i i~ STRUT SYSTEM. 1 MrlgHt.. /gN1urM• I .... • ... ..,, ' iM/ia.*•a..,*imam. ...—'. IWiNNH7�1MNM1t1ss1ittr,iWNUUtattlua � s i N E +w i *kilt .�=sro, ul I 0 s�uar� i ,' r, � © A 0 �► - { ,wmra+raaraaamt•raNNrar• ...Fucks**.n..w.j e10iFBD2 1 earn w..sns-.w.•.... ...w.•r.r.. e1o#1.602 53i 810-M-502 f Fu - NOTE 2 — FOR CONTINUATION,SE=005-0-100 — — PLAN co Ft o = o alts•-ra� ��,c0PROFFgj� E a t>wN: MO Digital Signature 0 ■OSSI ERB EWE: CLEAN WATER SERVICES s"EET7fTLE CHEMICAL BUILDING SHEET 93'106 DWG' MOPE O JEK MG ft 810-M-141 THIS BAR IS CH2M H I LL DURHAM AWWTF MECHANICAL PLOT OREGON CAD FLED ONE INCH WHEN PLAN Dire.JANUARY 2015 U C1eanWabcr Services PHASE 5B2 PRIMARY 810-M-141 0 >o, O� CHIC Oar eommitm..t is Cleo A E JEG 8104.1-141_495379.aer DRAWING IS TREATMENT AND HYDRAULIC a°r �sMV �o APVO: state: FULL SCALE. ova DATE a nv�a DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT 6491 EXP.08-30-151 V LEC AS NOTED _ - - - - - VENT LINE FROM SODIUM BISULFITE CONNECT TO STORAGE TANKS---____._ EXISTING VENT PIPE ;� „° `t � � �.� "�+' Y-® CUT AND CAP NOTE 3 - _ �- ;g IIR EXISTING VENT LINE 1 "�'° � !11\ \\ T0RWA E 4 'r• !I "" - �^ " > DOWNSTREAM OF SCRUBBER,NOTE 2 i � �� :41...,0� VALVE '' DEMOLISH ALUM �� 4 $ i i� s I .try P1EI L1. * •11_ AMP-12004 - � # 15607 " . a ll'''..1.:"..,:'......:::::':',12:.: -' .4 3'V330,TYP OF 3 `' �DO NOT INSTALL , €:H`VENT PIPING DIRECTLY DEMOLISH AND REPLACE OVER SCRUBBER / ALUM METERING PUMPS - vi VESSEL ACCESS t.�" AMP-12002,-3,-5,-6,-7, — �` AND-8,SEE NOTE 1 �," s _ — " �" ��V PROVIDE BLIND FLANGE ;j ! ,:"� "& ` AT FLOOR PENETRATION, p , TYP OF 4. ft 3'SBSN .. v.'F ... EQUIPMENT PAD 810054101 ., . u(3356)TYPE E DRY MEDIA SCRUBBER II—�1•V330 : ALUM METERING PUMP DETAIL O DETAIL \ C —r� ROUTE DRAIN PIPING NTS NTS TO DR NEAREST FLOOR I� DRAIN 810.M-141 810-M-141 DRY MEDIA SCRUBBER DETAIL O .r DEMOLISH APPROXIMATELY P . �"'""— 250'OF ALUM PIPING AND NTS '4 f TUBING FROM CAPPED PIPE 810-M-141 1 ' IN TRUCK DRIVEWAY TO EFFLUENT L STRUCTURE ALSO SEE DWG ,1- • 005-C-100 v r 444 REMOVE FLEXIBLE `* a 4 CONNECTION AND I 4 <73 CAP INLET TO FAN "� IF I kL DEMOLISH FRP DUCT , ,' BETWEEN FAN A MINIMUM 1' OF 3'ABOVE FLOOR 4 'OF. ELEVATION 1M ♦ ,84r` I4a g �• 6•X a ,•.�.� wA 1 CAP FRP DUCT ABOVE ,� 4 �� FLOOR PER SECTION 15815r p,� n,., �- b �` •w �. z =°= �� 4>R1 .� 1 '1 .� NOTES: p 1. DEMOLISH EXISTING DISCONNECT SWITCH AND LOCAL CONTROL �=' " < '' PANEL.REMOVE POWER AND CONTROL WIRING BACK TO SOURCE. 1 - SEE DRAWINGS 900.E-609,900-E-610,900-E-611,AND 900-E-615.LEAVE ALL ?. , '°''``. r 'j tom' '!1 CONDUIT IN PLACE FOR RE-USE.MOUNT NEW LOCAL CONTROL PANELS , n„ F AND 120V DISCONNECT SWITCHES ON EXISTING SUPPORTS. �r' _° t d u 2. LOCATE CONNECTION TO ODOR SCRUBBER WITHIN ADJACENT BISULFITE '�t xr .eT`s^ ROOM.COORDINATE DISCONNECTION AND CAPPING OF VENT LINE TO OCCUR AFTER SHUTDOWN OF ODOR SCRUBBER SYSTEM. r- 3. VENT LINE IS EXISTING WITHIN THE SPACE.REMOVE CAP AND CONNECT TO NEW DRY MEDIA SCRUBBER.VERIFY VENT INTEGRITY BACK TO THE SODIUM BISULFITE STORAGE TANKS. id O EXHAUST FAN MODIFICATION DETAIL © DETAIL 4. WALL PENETRATION TO BE A MINIMUM OF EV-0"AFF. W 0 NTS NTS E O 810-M-141 810-M-141 do PR��s/O ff N 2 82538PE U ORN. ORIG CLEAN WATER SERVICES SHEET'ITLE. SHEET OF. OWG♦'. O ERB DATE. CHEMICAL BUILDING 94 O6 Digital Signature 0 OSN: DWG AL DURHAM AWWTF DATE:JANUARY 2015 U JEK 810-M-501 THIS BAR IS C7 `i' CH2M H I LL MECHANICAL PLOT _ OREGON cHK. CAD FILES. ONE INCH WHEN �l�o v commitment in 1CeS PHASE 5B2- PRIMARY DETAILS PLC k. 810-M-501 ADS' E o- JEG B10-64501_485379.Cgn DRAWING IS TREATMENT AND HYDRAULIC _ C APPD. SCALE FULL SCALE. * DATE AT APVR DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT Pad.-. 6491 EXP.06-30-151 'U LEC AS NOTED_ _ _ _ - . , *� I� ;�' DEMOLISH EXISTING ALUM � 1 "� " ��. R,l PIPING TO EXISTING HEADER F ': { y I Sw.'� , 4.it .ter': �7"��1 ' �,.pF �'`— I �k*� s�3►.� '° DEMOLISH EXISTING ALUM '�-- +F'— :44),. ��t - ;, s PIPING THROUGH WALL �- �. '. <;, �►�`1VdR ' TO EXISTING TERMINATION , `�,. �� DEMOLISH SPARE» ALUM P PING AND 4- _ �raa rx.. ..._:„,�r 4�'►, ,._..._� :1 , CAP CONNECTION . 1 S ' DEMOLISH EXISTING „'r ►�� '- K- I , 1 1L: ;i ALUM PIPING .� ►�� ., �r-Ira..... a.. -w,.»....... • fir--•- -•+-..-..-F� ■ t gi ,, ..c:.r CJ ..,M, S 1,401•41 DEMOLISH SPARE ALUM PIPING_ °., ' .�, �"- - - INCLUDING ENTIRE HEADER �r . , Irs_. . .• ABOVE. �. 1 °, t '( } I - FOR PUMPS 9,6,7,6,AND 5 •' � "�a -°'y#t .€ � �L " !91 E1 { ht O ." t � r y • .` �� E •'I•MT�fl.'�'T�:S�`,i.+r.►7^+rte - 1 '1 -"m-*"7 1� „.. .,, ,,. , . 4 , ,.„„-,,,,, ,'„,. ,:,,,,,J4.---i,-„z,,,, , ,,,,,,$:, ,•,, , - _ ' x �� ' CAP EXISTING SPARE DEMOLISH EXISTING SPARE © DETAIL O DETAIL DEMOLISH AND REPLACE ALUM LINE,TYP OF 3 ALUM LINE,TYP OF 3 G CALIBRATION COLUMN,TYP OF NTS v NTS DE:C20.H(1FLA ISH AND REPLACE PRV SEVEN(7)FOR PUMPS 2,3,5,6,7, CAP IN TWO PLACES PER PUMP, DISRGE PIPING AS SHOWN,TYP OF 8,9.NOTE THAT NEW COLUMN INSTALL 1'BALL VALVE,TYP OF 2 ON 810-M-141 TYP OF TWO(2)AT 1-1l2'FOR 810-M-141 ON )AT 2'FORPUMP 9,TWO(2)AT DIMENSIONS MAY BE DIFFERENT THIS HEADER.OTHER VALVE SIMILAR PUMPS 2 AND 3 AND FOUR(4) DEMOLISH DILUTION WATER INSTALL TWO(2)1 FEMALE ROTATE AT COUPLING 1-1 OR PUMPS 2 AND 3,AND FROM EXISTING,SO PIPING LOCATION BETWEEN PUMPS 7 AND 8 PUMP 9 AT 1'FOR PUMPS 5,6,7,AND 8 SYSEM AS SHOWN FOR PUMP 9 QUICK CONNECT COUPLINGS AND REUSE FOUR(4)AT 1'FOR PUMPS 5,6,7,AND 8 MODIFICATIONS MAY BE REQUIRED ''3.. '' Of' '4. °'°-~' —'''....-. 1 x flt :,, 4'1 a a 1t » 1 e s �.. off ' 41 : .4:,,I4 ' , tij., 'Al' ,,, '''' *ff..' .3*. ' 3 2 tr...Aft,' 41 4;.., is ., i::. .. -Iq» 4...'.. §a g w ,, 1. , .tt: . . = „ — :. . , 11110 ' ♦fie 1 _.sir tit)Ailliti* e� r "`t t ' ' ,.it I ;:- ' ;hi;t: ' '.;,.., ',..', 'tr, AA ''''' ,, ,r, i t"� `♦cif = ►�► ► 311! 110 I:, ;ti, ,t3- ..a M , � I — 1 ;,, ' ,' I g .14 , i ., , , ,,, . ,. ..... 4 ... --:!.... 1+.4r4 IS:4 % 1 iiiP4, ' : �?'c J R _ ,, ; ,,- , t°, ,fp.,,,, ( , ,,,,,,...;,s.i t".4 ,,t.:;,,,,,:,-.: vi4 ,414:- 4 fir, x ,; f. . r .e�+ae.�+.2.• A �♦♦ /`t t►o ; &t 1�`r s> R rsa,.` +c s or as _.++5i'«,4! «+... 'z„ - A ... .n, z k �` .L. V v3 DEMOLISH PULSATION DAMPENER, MOVE OR REPLACE BALL VALVE MODIFY SUCTION AND HIGH PRESSURE VALVES,AND PIPING AS SHOWN, AND QUICK CONNECT AND DISCHARGE PIPING AS SWITCH TYP OF TWO(2)AT 1-112'FOR PROVIDE ADDTIONAL SUPPORT REQUIRED FOR NEW ( ' ,TYP OF 6 D ETAI L ~ 41) DETAIL DETAIL AT1 FOR AND 3 AND FOUR(4) O DETAIL 421 DETAIL PUMP,TYP OF6 `13302) III o I AT 1'FOR PUMPS 5,6,7,AND 8 C S3- NTS NTS NTS NTS NTS N Q. 810-M-141 810-M-141 810-M-141 810-M-141 810-M-141 �EQF.�PROfRsfo� SHEET TITLE. SHEET OF DWGE 8253/PE 0 DEN ERB DATE CLEAN WATER SERVICES CHEMICAL BUILDING 95 X 06 Digital Signature p DURHAM AWWTF MECHANICAL PO pNEGGN psN. JEK pWG'r 810-M-502 THIS BAR IS wrE.JANUARY 2015 U C1eanMter Services CH2MHILL PHASE 5B2 PRIMARY DETAILS 810 M-502 i x.o�s CNN cw FaEM: ONE INCH WHEN RLp! S7/UA E.K JEG 81D-M-502_455379.d9s DRAWING IS Our commitment I.dear TREATMENT AND HYDRAULIC e �Prp SCALE FULL SCALE. REVS DATE a nova DESCWRriGN 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT Ku>r 6491 LEXP.06-30-151 U LEC AS NOTED IlI 1 ail __ t 6 `\,......... s'\\„// , , • . , :: __w_______. .. .: _ .• .• ....• 7 ......, li I i CP_200 I.8•-1 NOTES; MCC-12011 I I _ 1. EXISTING EQUIPMENT SHOWN SCREENED,NEW EQUIPMENT SHOWN BOLD. MCC-12012 i' 2. ALUM PUMPS TO BE REPLACED ARE LOCATED ON GROUND LEVEL.FOR I I I LOCATION REFER TO 810-M-141,AND FOR ADDITIONAL ELECTRICAL NOTES REFER r- r -- — 810-M-501.FOR CONTROL DIAGRAM,REFER TO DRAWING 008.1.601. NOTE 7 I _ ? 3. - N THE CONTROL ROOM( OM#S ) T THE APPROXIMATE I MCC 12002 I I I . 1'° LOCATION INDICATED. i r____ ::=- - - stay rte4 -a_n:� _ CP 12010A IS LOCATED I M R 13 a NOTE 8-.4.... . -MCC-12001 - a hale g s 'sh 'sa v I 4. UTILIZE EXISTING GROUND FLOOR CABLE TRAY ABOVE ALUM PUMPS FOR ROUTING ;; - - @y _ 4 — WIRING FROM PUMPS TO ELECTRICAL OOM. CABLE TRAY LOCATION IS -s: 3 � - 1 ICAL '- _ ___ -- - .--- - �; = SCHEMATIC ONLY,FIELD VERIFY. pC t20B - *-' o f - - t;;- 5. UTILIZE EXISTING UPPER LEVEL CABLE TRAY TO ROUTE WIRING FROM ELECTRICAL L--� XFM,.P:j2. �Fs ROOM TO CONTROL ROOM. CABLE TRAY LOCATION IS SCHEMATIC ONLY,FIELD COMM. VERIFY LOCATION. METERING 1.4— PP-12(106 I 6. UTILIZE EXISTING CONDUIT SLEEVE IN ELECTRICAL ROOM FLOOR TO ROUTE (BELOW) XFMR-12D07 I i i WIRING FROM GROUND FLOOR CABLE TRAY TO UPPER LEVEL CABLE TRAY. ��I —-../� (ABOVE) SITE LIGHTIN3 \ t — I i /-XFMR-1201$ 7. UTILIZE EXISTING 3 INCH CONDUIT SLEEVE BELOW MCC TO ROUTE ALUM PUMP (ABOVE) — 12 POWER WIRING FROM MCC TO GROUND FLOOR CABLE TRAY. ��XFMR-12019 (ABOVE) I Si�; , e 8. A SINGLE CABLE TRAY IS SHOWN FOR SCHEMATIC ROUTING,BUT ACTUAL .."--.12PP991,I11 _-.. .. a 0 s. s aI I.. _ d$;it as 1& P` CONFIGURATION IS AT LEAST TWO SEPARATE TRAYS. ONE TRAY IS FOR POWER, _ 3&ilk a �& 5$ sl€5 _&� && ' mTSSaas s itamit limilni1 THE OTHER IS FOR CONTROLS UTILIZE APPROPRIATE TRAY FOR NEW CABLE • -: hssv�saH g§I91�$ 1� °8: s 2Hfl� �§$ as �11 �' VERIZON XFMR�� - _-' :nub skill §)Z-6 t: a-sss; s _aslinil RUNS ?AMR-12014 I XFMR-1200 __- §§ s-- — i-- - PP-12014 PP-12049: a1. • k I IiI — 1 . i NOTES 4,8 1 _ 1 I AMP-12002-LCS—.-® ®r P-12003-LCS J® @.—qMP-1200&LCS ° ! i .> T:::. PSH-12002�_® ®---AMP-12003 AMP-12005 Lam® / �—PsH-12ooe '-: 0 / —`—® �—PSH-12003 PSH-1200¢�-I I 1 AMP-12006-LCS iEr=1200 OL,F0m2. 1= NOTES 5,8 .I., PSH-12006 ' _ F 1 I 1 1 -_-1. I 11P-12010A u amI tal z � 3 UPPER LEVEL PROCESS PLAN 3. iii cr) a c 0 o .� PR(KfG E EL �`� ecr ear spy U St DAN JNH DATE: CLEAN WATER SERVICES SHEET TITLE CHEMICAL BUILDING s"EET. 96 OF 106 °wGA' DigitalSignaturree 0°INIMIMIIM DS: a DURHAM AWWTF o�e JANUARY 2015 °MOON m RSH 810-EP-151 THIS BAR IS ELECTRICAL CAD FILE IS ONE INCH WHEN CleanWate Services CH2MHILL PHASE 5B2-PRIMARY UPPER LEVEL PLC* 44'- 810-EP-151 9,,� r+• eEe L CHIC MSM at0fr-+stw5�7e.apn DRAWING IS Oar commitment is clear TREATMENT AND HYDRAULIC PROCESS PLAN S NO E" nwtr. SCALE FULL SCALE. REV DATE BY AP/R DESCRIPTION 2550 SW Hillsboro Hwy. HiIISboro,Oregon971 23-93 79 IMPROVEMENTS PROJECT �.-. sas, [EXP. 06-30-20151 .3 LEC AS NOTED _ - - - / . i . ] / 0 14 1 -N• z..\\, ) " , w ij \ / — I I �—- - EFFLUENT ' Nt3 ATION I \ r e •r r E-401 DUCTBANK 1(1381) i 7 ( (PS PS) ,, 1 . IT CONDOR --I I i I _ ^ CONDO SIZE CONDUIT TYPE WRE FLL FROM TO NOTES NO.Wil/ j 08LCP00401 (VIA 330LC P8001 DISCRETE CONTROL CRCUIT.JOINS WITH MI 0 (INCHES) • 1 1 PVC 2#14,1#14G 330LCP8001 MANHOLE•.----- ADDITIONAL DISCRETE SIGNALS N 350LMH0101. �_ -7 { 7 ) �---' / _____ I 350LMM0101) I I I ) \�\{ _____ ';e��. PLPB(VIA MANHOLE POWER FOR WATER PANEL HEATER RRIGATON _ 2 1 PVC 8#1 120 B r I • {t' I , t�,___... _ IDIFLTER 350LMHOtD1) CONTROLLER BIOFLTER LIGHTS AND RECEPTACLES /Y I 2 1# - .� ■ 350LMH0101(VIA PRIMARY SLUDGE PUMP MA HOLE SPARE CONDUIT.STUB UP AND CONDUITS AS SHOWN ON . LILT 7/7 PULL STRNG 350LMH0101)-_- I ®w .„R __ i I CHEMICAL BUILDING, K G + - I 1 SEE DWG 81O-EP-151 350LMH0101(VIA -••T- I I I . PRIMARY SLUDGE PUMP SPARE CONDUIT.STUB UP AND CONDUITS AS SHOWN ON .� I 4 1 PVC PULL STRNG STATION MANHOLE PLANS I I .. I ( 350LMH0101) . I t\ � !� I I i I li , PRIMARY / 1 I I I-, r CLARIFIER / _--- {` II '! ,\\ // I ff — \ I ç ;:Ar ......._........ _ I NOTE 7 \Ir • =i ••"rte �/ PVC WRE FLL FROM TO NOTES 9.4 .j.y. �\ - S (NCHES) 3 • -_---.. _._...... �.._. IR !' j I OB2�, ) +,y / I _ 350VED4101(VIA I i -- %:%"�� ...« I ` I 1 }• 1 2 PVC 3C#1,TYPE 8,2#14 350EF4101 MANHOLE POWER CRCUIT FOR 350VFD4101 ...__. 2 - at• r_ V I • 350LMH0101)•:72_, _ /� `-' ,�INOTE ` ' 2 2 PVC 3C# E 8.2#14 350EF4102 POWER CtRCIIT FOR 350VFD4102 agnallIti f_ /.!H! �� \ �- • MANHOLE 2(VIA SEE DWG 220.E-141 ?��1, � 350LMH0101) _ — J— — t 1 ��'"' 1: _: �,�"'� �•�.,,, 08LCP00404(VIA DISCRETE CONROL CRURS FOR SV4101,SV4102, • 111 1 TYPE~ :• • • .. j (/` 3 1 PVC 22#14,1#14G 350LMH0101 MANHOLE 350EF4102-LCS,350EF4101-LCS,PDSH4101,POSH-4102• ` ........\ '' ) I" 1387�16326b� ��.! % j !fr'--T 08LCP00401)(VIA AND 330LCP8001 r 1 ri ,�' ,• . :'; I {,, \ _ \\_ // ,, ,%'' 4 2 PVC RCCO�ATED 3-TYPE 3 350LMFi0101 MANHOLE ANALOG CROOKS FOR PR4101,PR4102 AND POR4101 rl\ , .4 f & i - I 0 �\ o /,.Y? ,% 3501MH0101)• d /' `�� iPRIMARY SLUDGE �� PLANT EFFLUENT ' N- !" E! € - PUMP STATION(PSPS), i %� PVC COATED PUMP STATION(VIA SPARE CONDUIT.STUB UP AND CONDUITS AS SHOWN ON \._�.._ /' I . I J' -- \-�.,,�` \ '� ../ I� 5 1 PULL STRNG 350LMH0101 !` ` `SEE DWG 330.EP-131 //•�� RGS MANHOLE PUNS r , \ 350LMH0101) '��.T I '� ...... \ ;% O, ,, y/ PLANT EFFLUENT n x \ • \ � ` 6 2 PVC PULL STRNG 350LMH0101 PUMP STATION V1 SPARE CONDUIT STUB UP AND CONDORS AS SHOWN ON isi ' ti Ij \• MANHOLE PLANS w -Si. 'HEADWORKS, y 1 ; ` J ` 1 "� # { �Y/ NOTE `�` ``�� '� 350LMH0101 "7 SEE DWG 220. '' I! 1 I ' .0B3(16326b) '(1I `'':'` \ `. ..k, n 's. 1111 I PRIMARY t \ , `•� CLARIFIER 3 II • ! i \ DUCTBANK 3(083) `�'�ar,,-•1 a ` .. 0, /1''1--------''''' ',,,, `�._.. (BIOFILTER) CONDUIT coNDUIT �. SIZE PVC WIRE FLL FROM TO NOTES •,✓€, `.\\\ NO. (NCHES) �,...� 1 � ) \, � (VPORCRCTFOR350VFD4101,ANDDCONNECT /'—"' `�. PVC 3C#1 TYPE 8.2#14 350EF4101 MANHOLE�.. ji `. :' \ { �,\ '1� �� 350VF04102(VIA POWER CROW-FOR 350VFD4102,AND DISCONNECT •,..... `.' '!`!� ? I ■ / \ 2 2 PVC 3C#1,TYPE 8,2014 350EF4102 MANHOLE .F� 1�P j . 0 \ ` AUXLARYCONTAC7 CIRCUIT FOR 350EF4102-0SW. 11 ` 350LMH01 N VARIOUS BIDFLTER 08LCP00404(V DISCRETE CONROL CRUTTS FOR SV4101,SV4102, ._..... .........._...__. : 1 , II - t 3 1 PVC 20#14.1#14G INSTRUMENTS MANHOLE f ! {r i 350EF4101-LCS,350EF4102-LOS,POSH4101,POSH-4201 T ` I; I pit>�MRY 350LMH0101) r 4 I CLARF R2 t /' I { ,� PLPB(VIA MANHOLE POWER FOR WATER PANEL HEATER IRRIGATION q j � \ �,1 ) ;'/� 4 1 PVC 8#12,1#12G BIOFLTER 3501MH0101) CONTROLLER,BIOFLTER LIGHTS AND RECEPTACLES 1 I BKJFILTER, \ \ ' �i 0 40 BO 120 r•rr SEE DWG \ t �: 081C P00404(VIA Lii -�� . 350EP-141 ! • :% ' PVC COATED VARIOUS BIOFLTER F Scale In Feet i I.j i i j /ti a Y 3-TYPE 3 NS7R(Ir,(E MANHOOEOt) ANALOG CRCUITS FOR PR4701,POR4101,AND PIT4102. a NOTES: (,,,,,1 1 1 I . \ ` J/ ; / ` PVC COATED SPARE CONDUIT.STUB UP AND CONDUITS AS SHOWN ON ^--w` % 6 1 RGS PULL STRNG BIDFLTER 350LMH0101 PUNS 1. REINSTALL ROADWAY LIGHTS AT EXISTING LOCATIONS ��_:1..._. 4 �; ONCE CIVIL WORK IS COMPLETE. REPLACE ALL CONDUIT / •"a„ SPARE CONDUIT.STUB UP AND CONDUITS AS SHOWN ON AND WIRING THAT IS IMPACTED BY CML WORK. FOR /� �.d• f 7 2 PVC PULL STRNG BIOFLTER 350LMH0101 PLANS EXTENT OF WORK,SEE CIVIL PLANS. 11 \ II \\ vg f 2. DEMOLISH LIGHT POLE AND/OR BASE.PROTECT SITE { ' ° 1. LIGHTING CIRCUITING FOR CONTINUED USE.SEE CIVIL j I .% DEMOLITION DRAWINGS. i 1. (/I / a 3. RELOCATE EXISTING SITE LIGHT AS SHOWN. } I ii� PRIMARY 1 di 4. LOCATE AND PROTECT ELECTRICAL/CONTROL CONDUITS _'�� CLARIFIER 1 IN THIS AREA EXACT LOCATIONS ARE NOT KNOWN. 11 ( li J,/ Vai O CONDUITS ARE EXPECTED TO BE 1 INCH DIAMETER. ~O QUANTITY IS UNKNOWN BUT EXPECTED TO BE LESS THAN - 1\tt`\\ f f 2a\a.�_ F,L,,,E,c�C� P I C'I( 0. FIVE TOTAL. •� Y, `� \ `. % // ��1( ■ (r,,('Jj0 E :V `71626PE* 0 OR JNH w CLEAN WATER SERVICES SHEET TITLE ELECTRICAL 5"EE,. 131 II,J6 °"'°"` Digirarsignatun 0 ii■ DURHAM AWWTF bs" DWG a: o�e.JANUARY 2015 U RSH son E.100 THIS BAR IS QeanW�er Services CH2M H I LL PHASE 5B2 PRIMARY 900-E-100 9� +�+•to CAD ME* ONE INCH WHEN PLC A- 4p pgFQ' y OVERALL I ° MSM 900.E.100496379dgn DRAWING IS Our commitment it clear TREATMENT AND HYDRAULIC S.H� .E LEC SCALE AS NOTED FULL SCALE. REV DATE 9 aPVR DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT S 6491 F EXP. 06-30-2015 1 U • • • 3w ' 3 Q7, s: ,r 4 r cost vi v i i NOTE 2 I. lit/ I 4. . ., f ! ■! 08MCC99501: 'V'//` U < 08MCC995021 y. I ' NOTE2 /' U 1 - E.L.E.C.T IGA.4, :, 'el 350VFD04101 I NOTE 3 . II 350VFDNOTE 102 f 3 04 \ t k 08LCP00404/ tt..._v f PLC-9 I TO EQUIPMENT �/� ,. AS REQUIRED, STUB-OUT AND ,t SEE CABLE BLOCK DIAGRAMS f• CAP SPARE CONDUITS HERE j CORE DRILL ki. r.i 16106) .Av ,; r MECHANICAL AL u CORE DRILL, 16108 f V.I ,, ..-. .. .. ., f r a. ` NOTE 4 I I f i / I rt. L :...//L//!41' '' #2/ZZLZZI/L! _ l e _ REMOVE SIDEWALK FOR CONDUITS,REPAIR AFTER w CONDUITS ARE ROUTED 2 P O TO BIOFILTER/PSPS, ii SEE CABLE BLOCK NOTES: DIAGRAMS AND ELECTRICAL SITE PLAN 1. EXISTING EQUIPMENT SHOWN SCREENED. NEW EQUIPMENT SHOWN BOLD. 2. EXISTING MCC INFORMATION ON MPONENT SEE " ELECTRICAL ROOM PLAN FOR INFORMATION ON NEW COMPONENTS,SEE ONE-LINE DIAGRAM. 3/16"=1'-0' La 3. PROVIDE FLOOR STAND FOR VFD. 0 4. PROVIDE TWO JUNCTION BOXES;ONE FOR POWER AND DISCRETE CONTROL,ONE FOR ANALOG CIRCUITS. w 0 I- o c -J `gt•VPROFJi E Ff awc Cic'�,° �r �y U DRN. JNH DATE: SHEET TITLE. SHEET DWG#-. Q 1t816'E O IIII■ CLEAN WATER SERVICES ELECTRICAL 98"'106 DSN. RSH DWG It 900-E-401 THIS DURHAM AWWTF Digital Signature ❑ PRIMARY EFFLUENT DATE.JANUARY °°" ti CAD FILE M ONE INCH WHEN C1eanWater Services CH2MH I LL PHASE 5B2-PRIMARY PUMPING STATION PLC! 900-E-401 .9„:"47,4a,, a.IS' D"K MSM 900-E-401495379 Eqn DRAWING IS Our 0O0m'�°°'"clear TREATMENT AND HYDRAULIC S. F c APPD: SCALE: FULL SCALE. DESCRIPTION _2550 SW H1IISSOrD,Oregon97123-9379 IMPROVEMENTS PROJECT ELECTRICAL ROOM PLAN ° 6491 �E�. a6-3-20151 ° LEC AS NOTED REV* DATE BY AwR _ _ U 0`- Oo 0- 0,9 tW Wd ig z zg 01,, C$ UCH 00 ------1- - 800 600 CLE GROUND CONDUCTOR 30E CLE GROUND CONDUCTOR TO XFMR:SEE DWG TO XFMR,SEE DWG 20O-EF-141 2OOXFMR4101 =Daum 200-EF-141 A 3. y _ 13.2KV-480Y127 7V + " 3 11-3PK,4 4W8,06Y27V ;i' _ ;3-PH,4W,60HZ -___ --_ ----- ___, CUTLER-HAMMER.FREEDOM SERIES 2100 - MO R .O T.�,Q�CE_j!TER 1 —{1� •28 48 MOTOR�CONTROL CENTERS 1 1 2 3 1 2 € 3 NEUTRAL ___ 18 2A 38 1Fl 28 38 CONNECTION - I 4D �I,, I NEUTRAL CONNECTION - 20 10 800AF ?�m IJ _ • NC (i NC IF 30 2E 30 • 28 48 ---{DPM 1 328 Kt 48 DPM 600A,4130V:3W+GND.65 KAIC, •• -600A,480V.3'W*GND,85 KAKI,12KA AVAILABLE 3 PH SYMMETRICAL 12KA AVAILABLE 3 PH SYMMETRICAL 2A ( 1E 1GL /GR 11L - IIR IL 2A 38� 2L :i.. IL 3 • • N.O. Ml• 2L 201. 2GR 2i� 21R iGL 2GR 2GL 2GR 1) r 13 1) 1) T} 1) 1� 1) 1) 1� ) 3H 50 160 20 2D 36 20 200A 200A 20 20 35 20 I 1IL 1€R 2. 2112 - 11 ( 3J I ® i SPD� I (P421 1 L 21 ills V , v L_ — — — -- - - _ 3L w [P O Z� N W - O F A;T�u.. z O :1ii`7;y . '~. [P3g1 r z 1N+1y�6Lfili 1 u, -[P42I 200MCC4101 w ____. ___-- _. ! 200MCC4102 __.... Ni a a O Z a (P16`J [�[ ty z • �' <` 200XFMR0404 200XFMR0403 rr W •480V,3W- 480 I. a Ill 480Yf277V,dW 208Y1120V, ;� z� c'h Z.0 0 15KVA 3-PH,4W ^ �. .o 0 30KVA c o o [I?3gA] `n _ 16 METERING 1L 20MCC4102• • N ` (PtBA[ �y 1E ODOR CONTROL FAN1 28 METERING 101. BAR SCREEN 200SCR0501 2E EMPTY 1GR BAR SCREEN 200SCR0502 201.BAR SCREEN 200SCR0503 111_ WASHER COMPACTOR 1 200SCR0701 2034 BAR SCREEN 2005CR0504 _ 11R WASHER COMPACTOR 1 ISOLATION GATE 20060701 2IL WASHER COMPACTOR 2 200SCR0702 ■ 1L ATS FEEDER 2IR WASHER COMPACTOR 2 ISOLATION GATE 20060702 2A*ALUM DISPERSION MIXING PUMP 220P0801* 2L ATS FEEDER 20 SPD 38 EMPTY 2L 200MCC4101 MAIN BREAKER 3D EMPTY L._ 38 EMPTY 3F EMPTY M _ 3D EMPTY 3H EMPTY ,a 3L TIE BREAKER 3J EMPTY gIA EMPTY 3L EMPTY _ v 1D SPD iii M NOTE:'AND BOLD INDICATE NEW WORK HEADWORKS 200MCC4101 / 4102 ONE-LINE DIAGRAM 200MCC4101 AND 200MCC4102 ELEVATION SI a NTS NOTES: 1. EXISTING EQUIPMENT SHOWN SCREENED.NEW EQUIPMENT SHOWN BOLD. 2. FOR SIZING THE DV/DT FILTER,ASSUME DISTANCE TO THE MOTOR IS 100 FEET(TO BE o VERIFIED BY FIELD MEASUREMENT). 0 m 3. PROVIDE HIGH OVERLOAD,CONSTANT TORQUE RATED DRIVE 4. REFER TO DRAWING 008-1-608 FOR CONTROL DIAGRAM. di U) 5. PROVIDE DISCONNECT WITH AUXILLARY CONTACTS RATED FOR 120V. C 0 C) r �EEC4 o E a ��o RtFJ/ 7� �� `4 °aH. ORIG CLEAN WATER SERVICES SHEET"TLE ELECTRICAL SHEET 99 OF 106 DWG 1f 7'82`P` ° SMW°nTE. Digital Signature Cf ■ - c=' DURHAM AWWTF HEADWORKS 200MCC4101/ °sH. RSH DWG 900-E-605 THIS BAR IS - CleanWdlci Services C H 2M H I LL PHASE 5B2- PRIMARY A°E JANUARY 2015 °`r s." U 900-E-605 9,^�� P� ICo CAD FILE S-. ONE INCH WHEN Oar eommitmmti.oleo 4102 ONE-LINE DIAGRAM PLCR 44'S. .rs CI-11( MSM 800.E-805 495379d9n DRAWING IS TREATMENT AND HYDRAULIC c AND ELEVATION °WS o �P0 LEC SCALE AS NOTED FULL SCALE REV 11 �� BY .PVR DESCRIPTION zsso SW Halsboro Hwy. Hillsboro,Oregon 97123 3379 IMPROVEMENTS PROJECT PRJT 6491 [EXP. 06-30-20151 V �. ._ _ ._... -- — rMCC 301 18 68 8D 6F 2H 1J 3HL 5F 38L 3DL 3DR 3HR 3HL 30 2F 3FL 3FR 6H 6M 28 TB 3BR 401. 1 ._ I 1 � 1 i 1 1 1 1 1 i i 1 i 1 t 1 1 i 1 i 1 1 1 BOW ) MCP) MCP) MCP) MCP) MCP) MCP) I.1CP) MCP) MCP) 2013 ) . 2013 ) 2013 ) 2013 ) 20/3) MCP) MCP) 20/3 ) MCP) MCP) MCP P ) MCP) MCP) MCP) 255 ) 40 ) 11 I:1 11 11 13 11 3 11 3 13 13 3 13 3 INST. PANEL. ? I IP-301 T T T T T T r' J 480V.120/240V YrC, TrS, l' 10,3W,XFMR-301 7.5KVA 3j( _ L� -- - - ■ ■ ■ U ■ ►- �� ■ ■ ■ ■ ■ A 20 0 0 CO 0 "•ti.13 . o z . w w w LU > > w O �♦♦�'�1 u-re a. a. a w z r 2 -w • aw a a ac v z ' ♦�'. w F-7 0 <& d w a a _ w ua• z tK K is RO 0d fj "1;., p• Q -�• L` N'1�' N.� aa~ ~do �� 5 7 ?g• tit u. 0:777111 0 0 o c7 U o ,..,., -C•= m m , c'al a a s 'a 2 O t7 c 9 m u- a a o z a w co ,_ DEMOLISH,NOTE 2 f HEADWORKS MCC 301 ONE LINE DIAGRAM / NTS —1 5M 7M 20 3K SKi. 6KR 7513 r rriid� WESTING HOUSE.SERIES 2100 T 4)' G' ® 9 9 2 - 3 4 - 5 6 18 28 38L 3BR 48 SC 68 72 1B INCOMNG LINE SECTION 4DL XFMR BREAKER 1G MAN BREAKER 4DR PANEL BREAKER z w 1J 200N3601 GRIT CLASSFER 1 4K P-301 4 0 10 2D 3DL 3DR 401. 40R 50 70 1M TERMNAL BLOCK 4M TRA FORMER d o _ 28 NPW-401 NON POTABLE WATER 5C SPARE SF 2D POWER DATA 5F B-361 d d j W w 2H DP-401 DEWATERNG PUtrPNEL 2 5HR SPARE ROLL DOOR P4. 5'c ad 0 n< 2F 3FL '3FR 4K 6F 7G 0°c U E- a. cs NOTE 2 2K 5J BLANK w 2M 5M CAP-301 CAPACITOR 2 38L M J-301 MAKE LP AIR 68 GP301 GRIT PUMP CHANNEL 1 F 2H 3HL 3HR SHL 5HR 8H 38R 000M3101 GATE MDTOR 60 GP302 GRIT PUMP CHANNEL 2 O - • 301. SG-311 TLET SLUDGE 6F GP303 GRIT PUMP CHANNEL 3 a 1J 7M 3DR SG312INLET SLUDGE 6H PSP 406 3FL SG-321 OUTLET SLUDGE 6KL 120FV0101 �.��.- 3K 5J SKI.. 6KR 31-N SG-3z2 GUILE I SLUDGE tiKK Z.JUHW1U1 3HL SG-341 SLDE GATE 6M PSP-403 NOTES: 1 M 40' 5M 3HR 0-301 S ROLL DOOR 78 PSP-408 PRIM SLUDGE PUMP 3 CLAR 1. EXISTING EQUIPMENT SHOWN SCREENED. :♦:: '�':♦ 3M ^ 6M 3K 200(30103 UPWELL DMDER GATE 7D,. PR-301 PISTA ROTOR CHANNEL 1 EQUIPMENT TO BE DEMOLISHED SHOWN HATCHED. 3M SPARE 7G SPARE N 48 BLANK 7M TE BREAKER O 2. EXISTING STARTER BUCKET SHALL REMAIN AS c SPARE.REFER TO 330-EP-131 FOR ADDITIONAL DETAILS. DEMOLISH ALL EXTERNAL POWER AND CONTROL WIRING - ,_„, TO BUCKET.DEMOLISH DISCONNECT SWITCH. u N HEADWORKS MCC 301 ELEVATION clOgnittp a NTS ,` ,)PAOF�i E O F DPoa CLEAN WATER SERVICES ELECTRICAL 100 106 X71 `•. Or 0 DRN SHEET TITLE SHEET OF DWG M 7iB�sPE SMW DATE: --- ---- DigitaI Signature 0 DEN DWO. DURHAMAWWTF onDeJANUARY2015 ORECIC' RSH 900-E-606 THIS BAR IS HEADWORKS MCC-301 CAD FILE ONE INCH WHEN CleanWatier Services PHASE 5B2- PRIMARY P�r - 900-E-606 9r� +er,•eQ, 0"` MSM 800.E-0OB 606 DRAWING IS Oar commitment i.clear �� H I L TREATMENT AND HYDRAULIC ONE LINE DIAGRAM N s, HER APPD: KALE: FULL SCALE. DESpuvnON 2550SWHiIlsbO(OHwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT AND ELEVATION LEC AS NOTED -REV 1 DATE BY Awn - aw♦ 6491 1E47%06-30-20151 0 [MCC 302 sa 7K 1K 28 &IL 4H 9C 4K am 1C 3ML 7B 4OR 7F 4FL 4FR 5131.. 5BR 5DL 5DR 5F-1. 1HR 3H 70 IHL 1F 7M 2H 800/3 ) MCP) MCP) MCP) 3013 ) MCP) MCP) MCP) MCP 1) 75/3 ) zor3 ) mcP) m ) MCP) 20/3 ) 20/3 ) 20/3 ) 2013 ) 20/3 ) 2013 ) 20/3 ) 150/3) MCP) 4:113 ) MCP) MCP T) MCP) .I.2 12 12 11 1.1 1.1 1.1 11 11 114 1.1 .I-1 L _ 1 • • • • I T • a Iii • I U --1 III - 1 i - -/ i 6',.,,,j_.`A---k j',i2.1-240 78'5(ii<N24v 6, ) MR 15 KVA 34806-4208w Y/120V $ $ 3__. .„-P I 1 20)/ 0 0 0 0 0 T I 7.5 cc Z O I- I 1... 1- W W T. 0) 2 }i 16 LU ..-■ . . III O• 0 9 0 5 12.2 g 4 t m al W C l-- Z Z Cr W I... W n 7, )5.c .<7 a a. us cc w 0 o.- 0 1- 0 cc Z t.- co X 8 6 :33 :3 0 2 2 O 2 2 2 0 0 Q. 1.- co cn a) e ( ... Q .0.. . ...C4 E, to = * E 8(;). x 04 8 0 0 a, - z ce Ea F..at -IA C. W - 2• IF ' ,§.... 0 <0 a 1 . 4 . < LI N u.,„.1 SW Cg .4 ILI 1 iki:A igi ;:_, s. A q 1 81 1 g 1 2, 8'261 0-6- . < t 4' rt 1 t& Z Ir 4 V7 th. g'L'Ij M < ii LI CD X LI ...1 2+ < C 0 5 tl. II n! 0 0 F:5 12 1 ga-11 Z 8 . U. a(.9 0 0 a a c) a.a. .7 a 2 2 z a. W 0 CO 0 0 01 ...1 a. LL :.;a.a. co La HEADWORKS MCC 302 ONE LINE DIAGRAM NTS 1C CAP-302 CAPACITOR 401. H-301 HOIST 6A BLANK iF B-362 4DR 1A1-302 MAKE UP AR 6C SPARE 11-IL PLPB 4FL SG-313 INLET GATE 13F BLANK 1HR PLPA-PPA 4FR SG-314 INLET GATE 6J SPARE - _ _ _ 1K GP-305 GRIT PUMP(SWING) 4H GC-320 GRIT CLASSIFER 2 6M SPARE 1M 5FR 3C 3F 7H 8K 9M SKI. 9F 9,I 5ML 5MR 1M TIE TO NCC-301 4K PR-303 PISTA ROTOR CHAN4EL 3 78 WW-301 NON POTABLE WATER • 1 I 1 • • • • • I • • ?Ft 2D 2F GP-366 SPARE SPARE 4M PR-V14 PISTA ROTOR CHANNEL 4 7D POVVFR DATA 5BL SL302 SLUICE WELL 2 58R SLG323 OUTLET 3 7F 7H EF-401 PRPA 3 EXHAUST FAN CD-403 PRIM 3 CLARF1ER DRIVE MCP) MCP) 30/3 ) . 20/3 ) MCP) MCP) _.........,\22:2Hmkt DP-403 PRIM PW RM DRAIN PW 1 5DL SG324 7K GP-304 GRIT PUMP CHANNEL 4 887M DP-402 PRIM PW RM DRAIN PMP 2 INCOMING LINE SECTION .2^ 11 1 11 .1? F - - - P-I.C: lv 1- I-- iii T 49 ® II I I __I NOTE 2 OGF-404 3,41 03M33;;O:::101 DIGSTR SCRW CNVYR 1 5F5a5D 3C 3F 3H 3K 48 03M33002 DIGSTR SCRW CNVYR 2 5HL. SPARE CD-4401 PRIMARY CLARIFIER 4 BLANK WESTING HOUSE:SERIES 2100 1 1C 2 28 3 3C RR F1:4:33043121RE,iNiRTMAL.FLOWFLOW 54-IR SPARE 5KL SG401 PRIM SPLFT BOX 5KR SPARE 9/L 120FV0102 5NR 120P0101 4 dB 5 691 58R 6 BA 8G MAIN 8m 8K BPLANSP-41007 PRIMARY SLUDGE PUMP SC 9F Si 03M33003 CROSS SCREW CONVYR PSP-4004 PRIM SLUDGE PUIVP PSP-4005 PRIM SLUDGE PUN. 9M PSP-4006 PRIM SLUDGE PM. 7 78 8 78 9 SC • IF- Iv 4:0 41I■ / 0111dA 4) (4) ® 0 0 7:,51/ \-72)1. 1 vprip 6C 41 1-- cc w IJJ w w so 2D 401.. 4OR 5D1 5DR 7D 8G 7 1.41 • 1 ovi 1" o 8 x 0 0 0 0 _ ...... .... .,_ N 0 0 g D 0 1 3F 6F OF -I ....1 ....i d . i DJ x W ce V) cri tn o 5, ..... 2 `5? 3 01 (II u, m 0 1 to,„ o >- o. ›- >- cc 1. 2F 4FL 4FR EFL 5FR 7F O L:A• 41:•40•1 i c9 w N <a. °-`r (13 <Cl.1 ci-g tg . 1 _ a. Fe 1 i 4. 2 2 • :z w m m E2 ec cc D0) M M, M m Or 2 Mi a.Ls o_0 a.cl n.cL. Ca.6.a. a. a.(1.o.. m o. IL:-.1• Or - 1I-IL 1HR 211 311 411 5HL 5HR 8J 711 9J LI 2 F 8K F- DEMOUSH,NOTE 2 0 . 1K • .. • ■ 3K 4K 5KL 5KR 7K a_ ltel ,41% , SM 9M 3ML 3MR 4M 5ML WAR 7M EM NOTES: IV ' 1. EXISTING EQUIPMENT SHOWN SCREENED. • EQUIPMENT TO BE DEMOLISHED SHOWN HATCHED. t .L . 2. EXISTING STARTER BUCKET SHALL REMAIN AS , . SPARE.REFER TO 330-EP-131 FOR ADDITIONAL DETAILS. : .. DEMOLISH ALL EXTERNAL POWER AND CONTROL WIRING TO BUCKET.DEMOLISH DISCONNECT SWITCH. w Cl) HEADWORKS MCC 302 ELEVATION ...E' 1- t.C7R/0 4 a) NTS . 9 ..,.<.‘"*.'■)Rife'' E c.....). oc., .i... 3 0 ORIG CLEAN WATER SERVICES SHEET TITLE SHEET 101"106 0 Dak SMW DATE ELECTRICAL ■ Digital Signature 0 DURHAM AWWTF PLOT OAEGOA osk DWG*: HEADWORKS MCC-302 DATE JANUARY 2015 0 RSH 900-E-607 THIS BAR IS CleanWaterServices CH211/11HILL PHASE 5B2- PRIMARY 900-E-607 CAD FILE 4 ONE INCH WHEN ONE-LINE DIAGRAM 12 Olt PLC it Our commitment it clam MSM 900-E407 4953794gn DRAWING IS TREATMENT AND HYDRAULIC AND ELEVATION Z AM: SCALE FULL SCALE. DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT cws o LEC AS NOTED REV A DATE BY SHOE PRJ A 6491 1 EXP. 06-30-20151 0 - - FEED FROM FEED FROM MCC-0501 MCC-0502 r08MCC99501 -f 7 -F I 08MC^99502--i 1000A)-- -t-t-t-- --)1«XA i ICI 3 I 1 [ VFDI 1K • It1 • 3� 1 3M 2M ","__3J 20 10 1H 1M 2F1 2FR 301 3GR 2HR 2HL ( TGR 7GL 8D 8F 8M 781.. 7BBR 7M 7E 9F 9H1 9H2 9K • 15A MCP 12 350A)1 350A 1 15A1 15A VA 1) 20 125 i 4 40A i) I 1 8M404 I) 350A t 350 15A t 20A E 225AI MCPI ISA• 16A1 15A t 125AI 1 r- --, I I - I ; 1 I i€ o I Vj j ;.- Iii WD VFD VFD VFD VFD VFD '' •It 0 0 I L rl 0 50 Q. o ._ a5ov,aoA Z \ -J 92 z 1 a 1 480V,150A I- Z Z Z MI5.9�ho1. U7 i W W W w W W .-—J MI5.0.N.1 W W W I-w 0 ❑Q LL LL u_ Z Z Z q Z� LL tL LL Z . u ro O Q d LL QLL W W w �� hi j> W tW w U. j>- LL Z K LL hi hi JJ J SJKVA 15KVA J-�d H W Y r>, Y > Y i itl iii W �.- N 'Yn Zir' z¢� w `M,A✓4�3UV-240i?ZOV 480V-240?120V oa.'v 2rn m ZO> w > N i i a.- a a t- [z 1 p.3 W rrrrm 10,3W a a- a �✓ v w Q '-W d ��° �� g2� t�2 d .� r:� � RZ d 6 2 N I-w a'h..tr3a =3m3° " O a UBxFMR39SE1 08XFMR9950Z rr� ��a DU zi 'uSLL ¢ zc2 zc7 ¢i rnoi a as aao as �v act as as aa� s rn E E1 PRIMARY EFFLUENT PUMPING STATION 08MCC99501 / 99502 ONE-LINE DIAGRAM NTS 2 a E e di I- I- O J a NOTES: 1. EXISTING EQUIPMENT SHOWN SCREENED. NEW EQUIPMENT SHOWN BOLD. 2. FOR SIZING THE DV/DT FILTER,ASSUME DISTANCE TO THE MOTOR IS 680 FEET(TO BE VERIFIED BY FIELD MEASUREMENT). 3. REFER TO DRAWING 008-1-608 FOR CONTROL DIAGRAM. . 4. PROVIDE DISCONNECT WITH AUXILLARY CONTACTS RATED FOR 120V. 0 m 5. FOR MCC ELEVATION,SEE 900-E-611. ui U1 r o C O 0..ECTRiC4 0 0PROFF� E a oaN,, oRlc ELECTRICAL 102 -106 V, T18 Ac`R/Oy U CLEAN WATER SERVICES SHEET TITLE SHEET DE DWGe at6vE 0 SMW DATE: -- D{Stf4!Sigitri f1/1e 0 ITSN D�9D«. DURHAM AWWTF o�e.JANUARY 2015 OREGON U RSH 900-E-608 ONE IN INCH CH2MHILL PRIMARY EFFLUENT cAOFaFr ONE INCH WHEN QeanWaher �IV1CeS PHASE 5B2- PRIMARY - 900-E-608 "K MSM 900-E-808 495379 dr, DRAWING IS Our commitmenti.clear TREATMENT AND HYDRAULIC PUMPING STATION 08MCC99501/IAGRA PLCC 9"4's. Ng P� C cws 99502 ONE LINE DIAGRAM APVD SCALE FULL SCALE. DESCRIPTION 2550 SW Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT a 6491 IEXP 06-3D2Ot5I p LEC AS NOTED REV a DATE BY Awn 0 MCC 12001 480V,30,4W,600 AMP,CU BUS,65,000 AC 28 2D 2F 2H 2K 914 38 3D 8M 5K 3F 3H 3K 3M 48 40 alAJ 1\ 1 ..a„ 801S ) 80/3 ) 3013) 100/3) MCP) MOP) 35/2 ) e--,..-v,r, 6412 i MCP) 80/3) 35/2 ) ry,,.y,, 60/2) 175/2) 30/3) 40/3 ) MCP) MCP) MCP) MCP) 11 11 INST. 480V3-120/x240NR/ PANEL 10, W, FNI --12044 I 1 INS2:-.0] 1 PANEL 12 11 I 1 , 7 i--____ _ ; IP-1204 10(VA 480V-120/240V i IP-1 - 10.3W.XFMR-12004 10KVA 480V-120/240V MCC2017 r■FICC-12011 • . 1C 2E 2J 3E I I I , 10,3W,XFMR-12007 50KVA rY-•■M 11 3M 4E 4J . • : • . . . _ _J I I I I I . 1_.. - _ _ __.: I I I I L_ _ _ _ 100:3) 2013) 20/3) 2ora) 1 20/3) 20/3) 20/3) 20/3 ) U I I CP-12016 VFD VFD VFD - VFD VFD VFD _ MEI ■------,- . • • • • a •i ram,,,, „,„-,,,,... ye , a . ‘111r Iir 44. _ &I, ri3j Eilj 0 CI /-.. 0 0 0 0 NOTE 2 07/ ,s 417 411111r 40 • 41111■ ' Ao' CI 4110 0 10 CO 0 @ 41) _ 115 KWI 120 KWI CO .12vder 'Mgr I/ Ira,■ NI• LLI W '117; Z La LU 7 '7 < IX IX • 4 I- I- G. d. a S R 0 cc cr . 0 d cC t 0 1 Fi ■46 .7.•"- ■*,.--) , . ., .., ,.. ..., ,.7_ trl zi ,..., U.cy z a I 22 2 T.`, aiX 2 VI w(..1 i-2 3.-- -t.i. t1.1 O.._ Ce < 0 a P-w 4. ul C..5 i ,... ._ ._ 1 en•""I 3; *1 wz . al, LI- Li'5 4 L4i■' LI ' CS *01 V ,, ., IL . Z U"' V5 , U;I It)ity.,1 11 4 Z 0.3 1 E 6 ,-1 -.62:....-._ = m.1 z 0._ 0, CO al 7 p. 2.'W 9 ,21 ...,,,,z- .3. cn ,,s. c.,. . L±.,i2 k h il 0. Lti(.2 -7 rE .0 .73. M 0 W•e;,!* --I 80*,440•714 -I-791 L-1A7 2tic- 2'ij n co 2 co co 1 R 111 7 ta.1. LtI e0i co ■■ AI.AIL A.A■ MCC 12001 480V,30,4W.800 AMP,CU BUS,65,000 AIC 1 4H 4K 4M 5B 50 58 78 70 7F 7M 2M 86 80 8F 8H 913 8K 8M IDE 10G 10M MCP) MCP) MCP) MCP) MCP) MCP) MCP) MCP) MCP) MCP) 30/3 ) MCP) MCP) MCP) MCP ) MCP) MCP) MCP) MCP) MCP) MCP) 13 11 11 11 12 11 11 11 I 12 12 12 12 11 11 11 '1 MCC12011 -171 1 i 4M 5E 5J 5M 6E 6J __Il :I__ _ _ __ __ __ __ __ __ __ __ __ _ _ . _ _ __ _ _ _ _ _ _ _ _ __ _ __ __ __ __ __ __ __ __ __ __ _ - _ __ _ 1 2°I3) 20/3) zor3 ) 20/3) 2on ) 1 1 • VFD VFD VFD VFD VFO ...J IIIMINI"--al 1111 IIII 111 ..--■ 1.11 I - _ 1 I I si I • I M 1 • • • M • • • 4111 CI @ 41 41:10 CO 0 CI CI 0 CD CP 0 CP 4111111 010 0 0 CI) CO 41110 CO 41111 0 11110 0 0 @ a. ci. 2 2 Lil 2 a. Le 2 u.1 a W 7 7 O. EL. CC La M La M M al . M 7 G. Z 2 g CC 7 0 G. 11.-7 M a. I- -7 M C.. I- CC G. lb fl E a, z cc x x 0 W,,, re = z z z a. 2 2 2 '2- L. < < < = = x La x a. w w LI I--2 0 ,.- 'ILI h- a ._ po-0 0-2 ...,L. r4._ . . , , , , , . , a__SI 2.- -gl u... m g w z L'i,a. ..... w 6 z- tti 8 Li. 53.§. 4 4 R. a i ITO- :a CO D tr7 7 fe,_ 7 g e,.,... 7 R-2 7,- al E‘-,4 PA "il Ix ,..w 2 1 t z ci 1 • 1-z• • N u,.'- _,0 • .z 2'. ,v 92 . ., R a.g a"..., ,r-1 z m ta ci, 2 z ttgl .,,,,_ w wl . . i.i., i 2^>- )-L.-.aL .?4 d 8.1... ?z Lii t• . $.Z. Lu z:2 /-?•"..-5 ›-- d i >- 4 el c-r. .4„-.. , ..._ ,,,, 2 < 1 < .1 .i, , < ... , y 1 , , 2 a- n ' 6 s E IA- ..9.,, 2 u: 2 2 0 X LL X- x Li.. a W..ii 0 P La ■ -1< -,--OJ 46 al 21 X VI 0 lil 0 CS. EA ,,J21 7-0.i• Yi.-0.. Y.GI MI i 2 ri >••iii 2 .6.,ct-,1 x..,- co x 2 <-n ,.- 7:T 7. .,-,-"7",! a a_ n,ii":71. Ed ri5 it 0 <6. ..4 7 0 7' ...,....: ...,...i. ...,....1 77.i 0 La I la al M<Mi >> <CL ,J LL a_2 .9 R. E CHEMICAL BUILDING MCC 12001 AND 12011 ONE-LINE DIAGRAM NOTES: NTS I. EXISTING EQUIPMENT SHOWN SCREENED. EQUIPMENT TO BE DEMOLISHED SHOWN HATCHED. cr, 2. EXISTING VFD BUCKETS SHALL REMAIN AS Li. SPARE.REFER TO 810-M-501 FOR ADDITIONAL DETAIL. 1- DEMOLISH ALL EXTERNAL POWER AND CONTROL WIRING c0 a o TO BUCKET.DEMOLISH DISCONNECT SWITCH. I- vtcTR/c4, 0 of 3. FOR ELEVATION,SEE 900-E-811. E. \RD PFI0,4c E ORIG CLEAN WATER SERVICES snEur inne "EET 103°F 106 uNG* 18260E r" 0 DRN SIAW DATE: ELECTRICAL III■ Digital Signature CI ISSN. DWG 0 DURHAM AWWTF OREGON RSH 900-E-609 THIS BAR IS CHEMICAL BUILDING ;-,7:JANUARY 2015 ti CleanWat;41rServices CH2M H ILL PHASE 5B2-PRIMARY 900-E-609 ..),%.,....10 ' CADRUN ONE INCH WHEN MCC 12001 AND 12011 2-3 CHK PLC t Our commitment is dim MSM 900-E-609 495379 Op DRAWING IS TREATMENT AND HYDRAULIC ONE-LINE DIAGRAM -E APPO SCALE. FULL SCALE. IMPROVEMENTS PROJECT cws 0 DESCRIPTION 2550 SW Hillsboro Hery Hillsboro,Oregon 97123 9379 LEC AS NOTED REV 0 DATE BY APVR - - PRI 0 6491 44'S.ose 1 EXP.C6-30-20151 0 J MCC 12002 480V,30,4W,600 AMP,CU BUS,mow= 29 2o .2F 38 3D af 3K 4D 10D 101i 3M 4K 58 4M 5F 5H 5K I I Is is I I I I I I 30,3T) 1 1 t I 1 I mikE .L, 30/3 ) MCP) 10013) MCP) 8013 ) 30f3) MCP) MCP) 176/2) 175/2T) mcp) MCP) 50/3) MCP) MCP) MCP) 600 AT 41 11 11 .I..3 14 XFMR-12018 XFMR-12019 11 11 I I I MCC 1201;1, 1-11171CC 12012 7 ,,,,',0,-31,11,..,,,oviA 1, ,....A.,....ki4108°.-31W2(112.50K°VVA ' ' ITITACC 12012 1 1E 2E 2J 3E 1 1 3J 3M I I 4J 4E I I ,I - ,1 I I I I I _JI I is I L__ .....: IL __.1,1 20„3) I I 100/3) 20/3) 2013) 20/3) 1 20/3) 2013) 20/3) I I I MI 1 I 1 Ei:' ? .. CP-12015 v.0 VFD VFD ' VFD VFD 1 VFD VFD mis......_____.,. ....._,......0 , ___ ____. ____. ____ ...1 =••••••-_ __......N0 — —• _ B .01, ■ 'er, "1/ 1/44K n 111 III III ' V' 'wiMil% 111 111 0 ,,,,107•A • • A L _ - III Ilo • 1,11.11 EP' 01 lismi ID 111/* 1 X. 4I) co 41) 1 1 0 NOTE 2 i ji /N 0000 CI NOTE 2 #7.4k, 0* P# 0F44, • \-.ek A:.... ...v...r., 411 11111 ® CO 02.5KA CO I 1 ,ex 4 I cc a. 1 z z • a a. z D 2 2 2 t2 C,., •, 4)•4 tz o o w OS 'W. o o m wo tz o o 0 in (ri cr , 7. Ei. a a. 2tt ,._J ,?2 z % Li z .7. pz i- •r 4 ., 4 2 a. ce 1--0 -a, ..., ..,_ .11 ■ #. vo +4-1 ._,t.... -lir' x(9''''. w.?!. 2 I.X" 12 2-c't ca ce ,._1 -a. U.cn VI C.) Fi6 z a 24g z . -1 Ci 0,,,,,i 8 . . ife 2 . w W> 111,- ,■ W,-. W 7 W z UJ 7 w•o*. '''. 44-4 .41 >_,,, UJ 2 >.UJ • -1z 0 ai 81 0 I-1 g t 1 1 q 1 a g . , g L .:-:-. ,z,: ow L N.71 °g 1 0 z c 41RM o'r. .....,.- ,.:,.n z 0 <CL: 0<G.; WM Z'--, X Z 01 X 0 0.4(CeW CL 0 2 LL -CD z.„.." ,r,,I 2 a. Ph as g L1311 2 a P X-41< W 0 0 CL O.0 0.G.EL: CL CL 13.4 0 CL 0 G.: a C.)4: a. co al ',ALA.&AIL ;a.VA -.)<-g .....■ :1 MO -,-. tiagrallgrAl■ AiLlitl■ AltillSki iik..WAlk. AKigi a"m L MCC 12002 480V,30,4W,600 AMP,CU BUS,65,000 AC 7 5M 60 614 6K SM 7H 7K 7M 7F 88 8H 8K 913 9H 9M I I I I I I Is Is Is IN I I I I I MCP) MCP) MCP) 20/3 ) MCP) 20/3 ) 20/3 ) 20/3 ) MCP) ) MCP) MCP) MCP) MCP) sora ) .,-,- 11 12 11 11 I it 11 I.1 13 SE fiJ 20/3) 20/3 ) 20/3) 1 MI VFD ISE 1•• ___ .......... 2 I ei II II a a a a a 11 a a _ 11) 0 GO CI 411:1 0 CI CI 0 CI • ® I . . . 6 Ec- X Uj as f- w x 1 x cc < sc ii; La cc x z a. w il x 0. (2) .,_ ii. R (sia197d al 4 w a p- o_oz . 41 ES: .... u.i Na L D. d t.,....w Ni El a i E5 1 .9.<ci., ,... >C/3 -J a..._. 1. EXISTING EQUIPMENT SHOWN SCREENED. EQUIPMENT TO BE DEMOLISHED SHOWN ul HATCHED. 115 CHEMICAL BUILDING MCC 12002 AND 12012 ONE-LINE DIAGRAM 2. EXISTING VFD BUCKETS SHALL REMAIN a, 1:-.. NTS AS SPARE.REFER TO 810-M-501 FOR ADDITIONAL DETAIL. DEMOLISH ALL EXTERNAL POWER AND CONTROL WIRING w TO BUCKET.DEMOLISH DISCONNECT SWITCH. U) 1- < C 0 3. FOR ELEVATION,SEE 900-E-611 1- 400/1210 CD o _.., ,s,,D PROFT E a. M _ °RIG CLEAN WATER SERVICES SHEET TITLE DWG te. . 71826PE 0 DRN ,..., ELECTRICAL sHEET 104"106 Om*.DATE MINIMi Digital Signature DURHAM AVVVVTF DSN DWG 11' # CHEMICAL BUILDING n...JANUARY 2015 CI%CIOM RSH 9130-E- ONE 610 THIINCH S BAR WHEN IS CleanWaterServices CH2MH ILL PHASE 5B2- PRIMARY — 900-E-610 CAD FILE MCC 12002 AND 12012 .1.2 CHK PLC or. j-4 4' Our commitment is clear S. FULL SCALE. MSM 900-E-1310 495379 dge DRAWING IS TREATMENT AND HYDRAULIC ONE-LINE DIAGRAM APPO SCALE DESCRIPTION 2550 SW Hillsboro Hwy Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT cws o LEC AS NOTED REV* DATE By APVR I PRJ St 6491 _ [EXP. W-30-20151 0 CH FREEDOM SERIES 2100 CR FREEDOM SERIES 2100 1 2 3 4 5 6 7 I .. 9 10 2D 3C A 5B 6M 7BL TBR 90 9C 5J 7E 3E 9F 1H 2FL 2FR 811 2HL 2HR 3GL 3GR 'Cl. TGR 9111 9112 1f1 2J 3J iJ 8M 9K 2M 3M 5M 7M Ski 1D PRIMARY EFFLUENT PUMP#1 08P11001 5B MM4-2 METERING 1H PRIMARY EFFLUENT PLMP#2 08P11002 5J TE BREAKER 1M PRIMARY EFFLUENT PUMP#3 08P11003 5M MAN-2 TVSS 2D SPARE 8M MAN BREAKER 2 2FL AB NO.1 INFLUENT CONTROL VALVE 08FCV12101 7BL AB N0.4 INFLUENT CONTROL VALVE 08FCV12401 2FR AB NO.2 INFLUENT CONTROL VALVE 08FCV12201 7BR SPARE 21-IL INTRUMENT ATS FEEDER 7E EXHAUST FAN 08F99808 2HR POWER ATS FEEDER 7GL INSTRUMENT ATS FEEDER 2J BLANK 7GR POWER ATS FEEDER 2M SUPPLY FAN 08F99805 7J SPARE 3C MAN-1 TVSS 7M HVAC PANEL08HP99501 3E MAIN-1 METERING 80 PRIMARY EFFLUENT PUMP#4 08P11004 3GL A3 NO.3 INFLUENT CONTROL VALVE 08FCV12301 8H PRIMARY EFFLUENT PUMP#5 08P11005 3GR SPARE BM PRIMARY EFFLUENT PUMP#6 08P11006 3.1 350EF4101* 9C BLANK 3M* AHF-1 9F AF-2 4M MAN BREAKER 1 9H1 N ENTRY GATE NOTE:•AND BOLD INDICATE NEW WORK 9112 N EXIT GATE 9K* 350EF4102* 9M BLANK NOTE:•AND BOLD INDICATE NEW WORK PRIMARY EFFLUENT PUMPING STATION PRIMARY EFFLUENT PUMPING STATION 08MCC99501 ELEVATION 08MCC99502 ELEVATION NTS PITS - WESTING HOUSE:SERIES 2100 WESTING HOUSE SERIES 2100 1 2 3 - 4 5 6 1 2 _ .. -. '_ 3 1C 2A 3A 4A SA BA 1C FED FROM MCC 12001 1C 2A 3A 4A I 6A 1C FED FROM MCC 12002 1G EMPTY ..... 1G EMPTY .♦.'.-vv. 48 5E BE 1J SPARE .`'-lir ..' �. 4E 8E 1J,SPARE ♦i /,♦♦ 1M EMPTY .../►♦♦. 1M EMPTY 2E ALUMNET..ERING-PLIMP-AMP42003 1--.—NOTE 2,•♦•,••♦ f—NOTE2 ••♦•♦♦♦/ 2J —NOTE 2 10 ,♦..'♦♦♦ 2M EMPTY 1G / 2M EMPTY ►♦♦.♦♦., ►.♦• .♦♦. ♦♦♦♦♦ 3E �—NOTE 2 . 41 3E NOTE 2 ... 3J POLYMER METERING PUMP PMP-12003 ..♦/ ♦. 3J POLYMER METERING PUMP PMP-12002 ♦■ AA 3M POLYMER METERING PUMP PAP-12005 3M POLYMER METERING PUMP PMP-12004 ;♦♦�♦•4 Si 4J 5.: 6J 4E POLYMER NETERNG PUMP PMP-12007 :♦:�`:.: 3" Iii 5J 4E POLYMER METERING PUMP PMP-12006 !t 4J BI-SULFITE METERING PUMP PMP-12001 —NOTE 2 4M BFSULFTTE METERG PUMP 4M EMPTY SE EXCESS FLOW DFECTON PUMP 1 5E POLYMER METERING PUP PMP-12008 5J HYPOCHLORITE METERING PUMP 5J EPTY r / 5M HYPOCHLORTTE METERING PIMP FNMP-12007 5M EMPTY 6 HYPO 6E HLORITE #1 RG PUMP 8E POLYMER MDR PM-12033 6M EMPTY 6M EMPTY LOO PUMP#2 1M 2M 3M 4M 5M EM 1M 2M 3M. Ski EM NOTES; NOTES; 1. EXISTING EQUIPMENT SHOWN SCREENED. EQUIPMENT TO BE DEMOLISHED SHOWN HATCHED. 1. EXISTING EQUIPMENT SHOWN SCREENED. EQUIPMENT TO BE DEMOLISHED SHOWN HATCHED. 2. EXISTING VFD BUCKETS SHALL REMAIN AS SPARE. Ln REFER TO 810-M-501 FOR ADDITIONAL DETAIL. 0 2. EXISTING VFD BUCKETS SHALL REMAIN AS SPARE. _ DEMOLISH ALL EXTERNAL POWER AND CONTROL r' °-" REFER TO 810-M-501 FOR ADDITIONAL DETAIL. WIRING TO BUCKET.DEMOLISH DISCONNECT SWITCH. `r° DEMOLISH ALL EXTERNAL POWER AND CONTROL Lii CHEMICAL BUILDING WIRING TO BUCKET.DEMOLISH DISCONNECT SwIrc". CHEMICAL BUILDING MCC 12011 ELEVATION MCC 12012 ELEVATION a) Q. NTS NTS ,S1`t°1 xc,.'Tf4 U ORM DRN sMw : CLEAN WATER SERVICES SHEET TITLE ELECTRICAL SHEET 105°`'106 DWG" DigitutSt'gnatun 0 DURHAM AVON/IF PRIMARY EFFLUENT PUMPING oA�e JANUARY 2015 °Mom v ° RSH DWG 4. 900-E-611 THIS BAR IS � CH2M H I LL -+IN r c. CAD ALE t. ONE INCH WHEN viP.aIlW r PRIMARY PHASE 5B2-PRIMARY STATION AND CHEMICAL P�°.. 900—E-61 1 9�,N eQ~ °INK Our commitment i.clear S.HAP MSM 900-E-611405379a,n DRAWINGS TREATMENT AND HYDRAULIC BUILDING MCC ELEVATIONS — e APPD: SCALE: FULL SCALE. REV* DATE BY AvvR p 11D11 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT cws 6491 I EXP. 06-30-2051 U LEC AS NOTED -- - - - ■ [P2] HEAT TRACE-2 ,‘ NOTES: [P2] 1. EXISTING EQUIPMENT SHOWN SCREENED. NEW EQUIPMENT SHOWN BOLD. HEAT TRACE-1 0 2. FOR LOCATION OF CP-12010A,SEE DRAWING 810-EP-151. 220G0801-DSW [C7] (C141-9 3. PROVIDE 20A BREAKERS FOR NEW ALUM PUMPS.REPLACE 220G0801 EXISTING 15A BREAKERS AS REQUIRED. 200PP0402 [P3] [C7] 208/120V 4. USE EXISTING 3"CONDUIT SLEEVE BELOW MCC FOR ALL 220G0803-DSW (P31 PUMP POWER CABLES. O IP61 22000803 ' 0 � 200PP0401 5. UTILIZE EXISTING EMPTY CONDUIT SLEEVES IN ELECTRICAL [P3] [P3] 0 [C7] 480V ROOM FLOOR FOR NEW ANALOG AND DISCRETE CONTROL CABLES.USE ONE SLEEVE FOR ANALOG CABLES,ONE SLEEVE FOR DISCRETE CONTROL 220G0802-DSW [C2] [C14] ` CABLES. POSH-8001 0 220G0802 0 200LCP0505 • [P3) [C7] ,. ® 6. USE EXISTING CONDUITS TO TRANSITION FROM TRAY TO PLC CABINET. POSH-8002 " [C2] [C2] 350LMH0101 SEE 220G0804-DSW [P31 , 7. SPLIT POWER CABLES EVENLY BETWEEN THE 120V PANELBOARDS IN 330LCP8001 DUCTBANK � MCC12011 AND MCC12012.220G0804 !' . [C2] ® U SCHEDULE : Q [ 5] YA-8001 0 [P3] [P3] (PS( ' _[A2] [C3] [C4] Y1-8001 0 330LCP0001-DSW [P2] .. 220P0801-LCS ��• 200VFD0801 200MCC4101 480V 'ELM 220P0801-DSW 6.1# CIRCUIT CALLOUTS; (THIS DWG ONLY) 220P0801 © : . t [t'C,3#6,1#10G] [a]=I2"C,30#1-TYPE 8,2#14j [1'C,3#6.2#14,#tOG] [b]=[1 1/2"C,3#1,1#8G] [c(=[2"C,3C#1-TYPE 8] [1"C,3#6,#100] PRIMARY SLUDGE PUMP STATION HEADWORKS EFFLUENT STRUCTURE CABLE BLOCK DIAGRAM CABLE BLOCK DIAGRAM . NTS NTS [A1] PIT4101 @ LOCATED IN ELECTRICAL ROOM [A11� r 1 PDIT41 1 [Al] MCC-12011 PIT4102 0 - 0 [C2] 120V PDSH4101 0 , PANELBOARD 350EF4101 © [c] [a] IN SECTION 1G [C2]— 350EF4101-DSW ._ r @] /-[C8] NOTE 7- _"--] , POSH4102 0 ■ 08MCC99601 p 350VFD4101 p ( -• -NOTE 3 350EF4102 © [c] III [a] 480V r MCC-12012• 350EF4102-DSW [A3] ----- -_ o� 120V [C8] 350LMH0101 350LMH0101 SEE v� [a] f I PANELBOARD [C6] DUCTBANK ['0'2] /� f IN SECTION 350EF4101-LCS ® O SCHEDULE r[b] /Ll p f SEE f LOCATED IN 1G 08M480V 2 O 350VFD4102 [C22]J DUCTBANK ALUM FEED ROOM [C6] [C20] 4809 f SCHEDULE I r I I AMP-1200Z r[PC1A] r NOTE 4 [_ J 350EF4102-LCS ® J l� , c [MSC] I o- -- --- [CS] AMP-1200X h-1 --- 350LCP4101 ® �a GROUND FLOOR r [C2] o�-[C81 [MSC] I POWER TRAY SV4101 ® I ------°------- -- [A2] [CC3] [CC9]o k-(Al) I NOTES NOTEB I CP-12010A i I -�. 08LCP00404/ vJ I IF-r=: PLCA [C2] PLC-9 i [C61 PSH1200Y GROUND UPPER � SV4102 ® . _ c\— _ FLOOR FLOOR r [P2] /�[Pg] '..-- - .. [A3] CONTROL CONTROL I WATE HEATER ® I �J TYPICAL OF 6-1/ TRAY TRAY LOCATED IN CONTROL ROOM L I LOCATED IN PSPS IRRIGATION [P2]A . I ' _ CONTROLLER ® [ � [P8] x Y 2 a [P2] 11201206V 2 2 2 BIOFILTER LIGHTING CIRCUIT E -. , I I 3 3 3 I I 5 5 5 BIOFILTER RECEPTACLE [P2]� ■ L 6 6 6 CIRCUIT 7 7 7 8 8 8 BIOFILTER CABLE BLOCK DIAGRAM PRIMARY EFFLUENT PUMPING STATION CHEMICAL BUILDING CABLE BLOCK DIAGRAM v§ NTS CABLE BLOCK DIAGRAM NTS F NTS CO O C o ti� Q PRgr4�1 E a V5 ,,oi wt� 4 U ___ sMw ORS: CLEAN WATER SERVICES SHEET 1111E ELECTRICAL SHEE IOC OF IOC oWG• Digital siPgnatun Do DURHAM AWWTF PWT JANUARY 2015 0 RSH. 900-E-615 THIS BAR IS CleanW�er Services C H 2M H I LL PHASE 5B2- PRIMARY -- - - 900—E-615 9;414Rr s•' Q� CHIC CAD FILE t. ONE INCH WHEN Our commitment is cl�u CABLE BLOCK DIAGRAMS PLC 44,S. HAp9- MSM 906E-815485379Agn DRAWING IS TREATMENT AND HYDRAULIC c AMC SCALE: FULL SCALE. oESCRIPrIOr+ 2555 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 IMPROVEMENTS PROJECT LEC AS NOTED REVS DATE 9v AP A ca st 6491 - EXP. 06-30-2015 U