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16580 SW 85TH AVENUE STE 2 y R v V a I i GENERAL ABBR . GENERAL ABBR . CONT. GENERAL ABBR . CONT. GENERAL ABBR , CONT. GENIERAL ABBR . CONT. I AB ANCHOR BOLT DIF DIFFUSER G GRILLE MEZZ MEZZANINE RPM REVOLUTIONS PER MINUTE j ABVD ABANDONED DB DUCT BANK GA GAGE, METAL. THICKNESS MFR MANUFACTURER RR RAILROAD ACC ASPHALTIC CEMENT CONCRETE DBL DOUBLE GAL GALLON MGU MILLION GALLONS PER DAY RT RIGHT AC AIR CONDITIONING DEG DEGREE GALV GALVANIZED MG/L MILLIGRAMS PER LITER RTN RETURN ACP ACOUSTIC CEILING PANELS DEP DEPRESSED GB GRADE BREAK, GRAB BAR MH MANHOLE RVT RESILIENT VINYL TILE HDA Engineering, Inc ACT ACOUSTIC CEILING TILE DF DOUGLAS FIR GD GUARD MIN MINIMUM D ACST ACOUSTIC DFT DIGESTER FEED TANK GN GENERAL MISC MISCELLANEOUS S SOUTH ADDN ADDITION, ADDITIONAL DIAG DIAGONAL GL GLASS MJ "'CCHANICAI- JOINT S & P SHELF AND POLE ADJ ADJUST, ADJUSTABLE I DTL DETAIL GLB GLASS BLOCK MLDG MOLDING SAN SANITARY ADMIN ADM NISTRATION DEMO DOMOLITION GND GROUND MMB MEMBRANE SB SPLASH BLOCK ADWF AVERAGE DRY WEATHER FLOW DI DROP INLET GO GRATING OPENING MO MASONRY OPENING Sc SOLID CORE AFF ABOVE FINISH FLOOR DIA DIAMETER GPD GALLONS PER DAY MOD MODIFIED, MODIFICATION SCHED SCHEDULE UNIFIED INGTOSEWERAGE AGENCY .AFr, ABOVE FINISH GRADE DIAPH DIAPHRAGM GPH GALLONS PER HOUR MPT MALE PIPE THREAD SCHEM SCHEMATIC IDE WAS>�IINt�TON COUNTY AT IFF DIFFERENTIAL GPM GALLONS PER MINUTE MS MECHANICAL SEAL SCN SCREEN AGGR AGGREGATE D Al AREA INLET DIM DIMENSION GP GUY POLE MTD MOUNTED SECT SECTION AL ALUMINUMSG SHEET GLASS, SEALANT GROOVE DIST DISTANCE, I�ISTRUBUTION GR GRADE MTG MOUNTING ALT ALTERNATE DIV DIVISION GRT GROUT MU MASONRY UNIT SHT SHEET DURFIAM ANC ANCHOR DL DEAD LOAD GRTG GRATING MW MONITORING WELL SHTG SHEATHING AR AIR RELE'6E DMJ DOUBLE MECHANICAL JOINT GSB GYPSUM SHEATHING BOARD N NORTH SL Sim S OILER FACILITY ARV AIR RELLA.SE VALVE DN DOWN (�SKT GASKET AS AIR SUPPLY, ACTIVATED SLUDGE DO DISSOLVED OXYGEN GWB GYPSUM WALL BOARD NAT NATURAL SMLS SEAMLESS SOUNDPROOF PHASE 3 ASC ACCOUS T IC��L SUSPENDED CEILING DP DEPTH NEG NEGATIVE SP ASSY ASSEMBLY DR DRAIN ROCK HBD HARDBOARD NF 14EAR FACE SPEC SPECIFICATION EXPANSION ATMOSPHERE DT DOUBLE TEE HC HANDICAPPED NUC NOT IN CONTRACT SQ SQUARE AVG AVERAGE DWG DRAWING HDR HEADER NO NUMBER SR SHORT RADIUS AWG AMERICAN WIRE CAGE DWLS DOWELS HDW HARDWARE NPT NATIONAL PIPE THREADS SST STAINLESS STEEL t DWR DRAWER HGR HANGER NRC NOISE REDUCTION COEFFICIENT STA STATION B-B BACK TO BACK HM HOLLOW METAL NS NEAR SIDE STD STANDARD BC BOLT CENTER EAST HORIZ HORIZONTAL NTS NOT TO SCALE STIF STIFFENER BD BOARD EA EACH, EXHAUST AIR HP HIGH POINT, HORSEPOWER, HIGH NWL NORMAL WATER LEVEL STIR STIRRUP BE BELL END ECC ECCENTRIC PRESSURE STI. STEEL Project Manager BF BLIND FLANGE EDB ELECTRICAL DUCT BANK HR HANDRAIL, HOUR, HOSE REACK OA OUTSIDE AIR STRUCT STRUCTURE B. WILLEY BASELINE EE EACH END HS HEADED STUD OC ON CENTER(S) SUB SUBSTITUTE BLDG BUILDING EF EACH FACE FIT HEIGHT GD OUTSIDE DIAMETER S/W SIDEWALK Designed BLKG BLOCKING EFF EF f LUEN", EFFICIENCY HVAC HF.A.TING, VENTILATION & AIR OED OPEN END DUCT SYM SYMBOL t S. KUHNS BV, 9ENCHMA,RK BEAM EHH ELECTRICAL HANDHOLD CONDITIONING OF OUTSIDE FACE SYMM SYMMETRICAL �` �' I.�`TE:RIOF INSLULATION & FINISH SYSTEM !�W HARDWAREOH OVERHEAD SlrlI SYNTHETIC Drawn BOC', t3ACK OF ICIURB EIF.�> B3 B0170M OF DUCT, '310CHf7JMICAL EJ 1=XPA�NSIC!N JOINT HWD HARDWOOD OPG OFENING ! S. B�UHNS OXYGEN DEMAND EL ELBOW HWL HIGH WATER LEVEL OPP OPPOSITE TGA TO BE ABANDONED G BCG BOTTOM OF GRILL ELEC ELECTRICAL DYD HYDRAULIC ORD OVERFLOW ROOF DRAINS T THREADS BOP BrTTOM OF PIPE LEV ELEVATION s, ORIG ORIGINAL T/B TOL OF BANK Checked � ► BOR BOTTOM OF REGISTER FMBD EM9EDDED ID IN_*IDE DIAMETER OX OXIDATION T & B TOP AND BOTTOM E. DAVISON o BP BASE PLATE EMH ELECTRICAL MANHOLE IE INVERT ELEVATION T & G TONGUE AND GROOVE Project Number 1 BRG BEARING ENCL ENCLOSURE IF INSIDE FACE PAR PARALLEL TBM TEMPORARY BENCHMARK ; BRKT BRACKET ENGR ENGINEER IN INCH INCHES PB PULL BOX, PANIC BAR TC TOP OF CONCRETE 00039--436--1102 y BS BOTH SIDES ENTR ENTRANCE INF INFLUENT PBD PARTICLE BOARD TEL TELEPHONE Date I BTU BRITISH THERMAL UNIT EQ EQUAL INSTR INSTRUMENT, INSTRUMENTATION PC POINT OF CURVE TEMP TEMPORARY, TEMPERATURE 9TW BETWEEN EQUIP EQUIPMENT INSUL INSULATION PCC PORTLAND CEMENT CONCRETE THD THREADED NOVEMBER 1999 BU BELL UP EW EACH WAY SINT ;NTERIOR PCF POUNDS PER CUBIC FOOT THK THICK BUR BUILT-UP ROOF EWEF EACH WAY, EACH FACE INTR INTERMEDIATE PE PLAIN END TOC TOP OF CURB, TOP OF CONCRETE BW BOTH WAYS EWT.3 EACH WAY, TOP AND BOTTOM RED PEDESTAL TOG TOP OF GRATING gtiU�d�� EX EXTRA J JUNCTION BOX PEN PENETRATION TOL TOLERANCE, TOP OF LEDGr_ C STEEL CHANNEL SHAPE, CENTlGRArE EXC EXCAVATION �C JANITOR'S CLOSET PERF PERFORATED TOM TOL OF MASONRY eta �► So830 d� C&G CURB & GUTTER EXIST EXISTING JST JOIST PERM PERMANENT TOP TOP OF PLATE "� CAB CABINET EXP EXPANSION JT JOINT PERP PERPENDICULAR TOPO TOPOGRAPHY CAP CAPACITY EXT EXTERIOR, EXTERNAL PI POINT OF INTERSECTION TOS TOP OF SLAB, TOP OF STEEL -1 oRecoN CAV CAVITY KB KNEE BRACE Pl. PLATE TOW TOP OF WALL CB CATCH BASIN rARENHEIT, FACE KLA KNOCK DOWN It PROPERTY LINE TOG TOPPING COUNTER CLOCKWISE FT/FT FOOT PER FOOT KO KNOCK OUT POC POINT OF CURVE TR STAIR TREAD T PP POWER POLE TS TUBULAR STEEL CCC CENTER TO CENTER FAB FABRICA.F (D), (TION) CCF CONCRETE FLOOR FB FLOOR BEAM L LEFT, LENGTH PREF PREFINISHED TOW TOP OF WALL a CD CONDENSATE DRAIN, CEILING DIFFUSER FBD FIREBOARD LAB LABORATORY PREFAB PREFABRICATED TYP TYPICAL CER CERAMIC FBG FIBERGLASS LAM LAMINATED PRES PRESSURE CF CUBIC �EFC FLUSHING CONNECTION LAT IATERAi_, LAMINATE PRI PRIMARY UG UNDERGROUND FEET �— CFH CUBIC FEET PER HOUR FCA FIAt;ICED COUPLING ADAPTOR LA.0 LAUNDRY PRL PARALLEL LINO UNLESS NOTED OTHERWISE TSS UNE IS ONE INCH MIIrIE�I 4 CFM CUBIC FEET PER MINUTE FDC F' EXIBLE DUCT CONNECTION LAV LAVA-CORY PRV PRESSURE RELIEF VALVE UTIL UT1LITt' IF NOT t DRAWINra IS FULL CZE. 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FOOT V VENT VELOCITY CJUM CIMJ CAST IRON MECHANICAL JOINT FF FAR FACE L6/IN POUND S, PER INCH PSI POUNDS PER SQUARE INCH VAC VARABL " CJ CONSTRUCTION JOINT F-F FACE TO FACE LDG LANDING PSIA POUNDS PER SQUARE INCH ABSOLUTE VAR VARIABLE, VARNISH ( , CHECKER PLATE FFE FINISHED FLOOR ELEVATION LF LINEAR FOOT (FEET) PSIG POUNDS PER SQUARE INCH GAGE VB VAPOR BARRIER, VINYL BASE CENTERLINE FIG FIGURE LG LONG PST PRESTRESSED VC VERTICAL CURVE B CLJ CONTROL JOINT FIN FINISHED LL LIVE LOAD PT (PT) POINT OF TANGENCY VC VINYL COMPOSITION TILE n CLKG CAULKING FJT FLUSH JOINT LLH LONG LEG HORIZONTAL_ PTN PARTITION VERT VERTICAL CLO CLOSET FL FLOW, FLOW LINE LLV LONG LEG VERTICAL_ PVMT PAVEMENT VEST VESTIBULE ^LR CLEAR FLEX FLEXIBLE LOC LOCATION PWJ PLYWOOD WEB JOIST VG VERTICAL GRAIN CMH COMMUNICATION MANHOLE FL- FLANGE LP LOW PRESSURE VIF VERIFY IN FIELD CMU CONCRETE MASONRY UNIT FLR FLOOR LR LONG RADIUS Q RATE OF FLOW VTR VENT THRU ROOF CO CLEAN OPUT FLS FLASHING or FLUSH LT!_ LINTEL QT QUARRY TILE VWC VINYL WALL COVERING COL COLUMN FOB FLAT ON 80170M LW LIGHTWEIGHT QTR QUARTER Comm COMMUNICATION FOC FACE OF CONCRETE LWC LIGHTWEIGHT CONCRETE QTY QUANTITY W WEST COMP COMPRESSIBLE FOM FACE OF MASONRY LWL LOW WATER LEVEL. WB WOOD BASE CON CONCENTRIC FOS FACE OF STUDS R&R REMOVE & REPLACE PER EXISTING WD WOOD, WIDTH c CONC CONCRETE FOT FLAT ON TOP MAI NT MAINTENANCE R RIGHT, RADIUS, RISERS WF WIDE FLANGE o CONN CONNECTION FPM FEET PER MINUTE MAN MANUALLY) R/W, RW RIGHT OF WAY WG WIRE GLASS .00 CONST GCNSTRUCTION FPS FEET PER SECOND MATL MATERIAL RB RESILIENT BASE WI WROUGHT IRON '� CONT CONTINUOUS FPT FEMALE PIPE THREAD MAX MAXIMUM RECD RECEIVED WL `,NATER LEVEL, WIND LOAD vii I CORR CORRIDOR FR FRAME MB MACHINE BOLT RECIRC RECIRCULATICN W!" WATERPROOF(ED) (ING), WORKING a I CP CONTROL POINT FRP FIBERGLASS REINFORCED PLACT!C M811 THOUSAND BTUs PER HOUR RECT RECTANGULAR POINT CPLG COUPLING FT FEET, FOOT N:9R MEMBER RED REDUCER WS WATERSTOP, WATER SURFACE- CSC COMPRESSION SLEEVE COUPLING FTG FOOTING MC MECHANICAL COUPLING REF REFERENCE WSCT WAINSCOT CSD CEILING SUPPLY DIFFUSER FTGS FITTINGS MCB METAL CORNER BEAD REINF REINFORCE, REINFORCING WT WEIGHT, WATER TIGHT CSK COUNTERSINK FUR FURRED or FURRING MCJ MASONRY CONTROL JOINT REM REMOVE, REMOVABLE WWF WELDED WIRE FABRIC CT CERAMIC TILE FURN FURNITURE MDMJ MODIFIED DOUBLE MECHANICAL JOINT READ REQUIRED W/ WITH i CTR CENTER, CONTRACTOR FUT FUTURE MECH MECHANICAL RFG ROOFING W/0 WITH' UT CF CUBIC FOOT (FEET) FWD FORWARD MFF MEDIUM RFL REFLECTED or REFLECTIVE or _ I CVT CULVERT FXC FLEXIBLE MEE MISCELLANEOUS El ECTRICAL REFLECTOR XSECT CROSS SECTION CU COPPER, CUBIC EQUIPMENT RH RIGHT Ht,NU CW CLOCKWISE RL REQUIRED LAP RM RUOM(S) Z GENERAL NOTE) GENERAL. t A __W. _� _ _ - ABBREVIATIONS a I N 0 ' 1 . THIS SHEET APPLIES TO THE ENTIRE SET OF DRAWINGS. LISTING OF ABBREVIATIONS DOES NOT iMPLY ALL ABBREVIATIONS HAVE BEEN USED ON THIS PROJECT. a 85th Ave,#2 16580 8UP 1999 00502 1 of 40 C,a Sheet Number u I In N C.;, ems, I G N R --O .. .. ... ... __..... „_.. MAGEEISINOTASCLEARIOR TYPE A THISONOTICE, ITrlTllf IIII11IIIIIIIII! ! III-��I! IIIIIIIIII!3�fllll II�Illtytllill-IIfl1 !III�I �I � � illll ! I IE'�II!II !lil !IIIIIIIIIIIililllflg II ! il! Ifl ! III�IIIIIII!Ill �lllu 1111111 1111! 11 III ijllllll� {'�'1 �� ��� �(�L.+ 1 - - _ I_ _ 1 i 1 __ �_ - _ ! / I ITIS DUE TO THE QUALITY OF THE No.16 01::9 -T- - - - - - - - - - ORIGINAL DOCUMENT � 8Z NIZ LZ f)'L 4Z ' 6Z E7• T iZ 6l 9 4 �' S Z ta,�uw ILII I!IIIIIII ILII ILII IIIIIIII! IIIII!II!!IIIIIIII! lllli!III ILII !III Illi ILII IIILIIIII IIIIIIIII!Illllii!IIIIIIIIIII ILII !III III!�IIII ILII i!II ILII I!II ILII IIIIIIIII�IIII IIII�IIII I�ll�llll ILII III!.!!!!,!III ILII Illi 't I111.f llllllil l I �1 IU IIIli1�11 l 111 i - � i ABBREVIATIONS SITE SYMBOLS IN PLAN GENERAL SYMBOLS PIPING IDENTIFICATION EQUIPMENT ABBREVIA � S ABI AERATION BASIN INFLUENT SL SLUDCE ABM AERATION BASIN MIXER EFFLUENT IN AERATION BA 'FF NT STM STEAM AC AIR COMPRESSOR j ABE 5 E �.._..- -• ���._...� ._ ALUM ALUM SW SEAL WATER A/C AIR CONDTTIONcR(ING) EMBANKMENT SCO," AFS ANAEROBIC RECYCLE SWS .SURFACE WASH SUPPLY ACU AIR CONDITIONING UNIT PLAN COOLED p d ACID WASTE SWS SURFACE WASH SUPPLY ACCU AIR CONDENSING UNIT :.C, CO - � � c; � CLEAN OUT 1/4' = 1 '-0" HDR Engineering, Inc. BCWS BACKWASH SUPPLY TCEN THICKENED CENTRATE AHU AIR HANDLING UNIT BD BASIN DRAIN TCF THICKENED CENTRATE FE'-'? AMP ALUM Mt7FRlNG PUMP ���11f MH BDD BASIN' DRAIN DISCHARGE TO THICKENED OVERFLOW AR AIR RECEIVERt._,� � SANITARY SEWER MANHOLE ARROW INDICATES DIRECTION OF PIAN NORTH BWR BACKWASH RETURN TSL THICKENED SLUDGE ARD AIR. RECEIVER DRYER — k BWS BACKWASH SUPPLY TTWAS TWICE THICKENED WASTE ACTIVATED SLUDGE ARP ANAEROBIC; RECYLE PUMP .CB STORM DRAIN CATCH BASIN UNIFIED SEWERAGE !V,�EENCY CA CHANNEL AIR TWAS THICKENED WASTE ACTI`111.4TED SLUDGE AST ALUM STORAGE TANK OF WASHINGTON COUNTY CHS CHEMICAL SLUDGE UD UNDERDRAIN ATP ALUM TRANSFER F'UMP UTILITY VAULT (TEL, ELEC) SECTION LETTER CHFM CHEMICAL FORCE MAIN V, VT VENT BCP BISULFITE CIRCULATION PUMP CLW COOLING WATER VAC VACUUM BFV BUTTERFLY VALVE !�pp -i-pP POWER POLE SECTION X CON CONDENSATE VFA VOLATILE FATE( ACIDS BLWR BLOWER _ DURHAM CW CITY WATER VFAD VOLATILE FATTY ACIDS DISCHARGE BMP BISULFITE ME-TERING PUMP -;;:i�.N -�-TP TELEPHONE POLE 3/8N = 1 X-ON D DRAIN VFAR VOLATILE FATTY ACIDS RETURN BV BALL VALVE FACILITY DCF DEWATERING CENTRIFUGE FEED VTR VENT THROUGH ROOF 8WP BACKWASH SUPPLY PUMP * DRAWING WHERE SECTION FH FIRE HYDRANT VIEW IS FIRST CUT DCEN1 DEWATERING CENTRATE 1 WAS WASTE ACTIVATED SLUDGE CD CLARIFIER DRIVE -� PHASE 3 DCEN2 DEWATERING CENTRATE 2 WST WASTE DRAIN CDP CHEMICAL DRAIN PUMP � DCEN3 DEWATERING CENTRATE 3 WWD WASH WATER DRAIN CF CABINET FAN ` HORIZONTAL CP-X, CONTROL POINT EXPANSION -'- DEW DEWATERING WASTE 24"' RAS PIPING IDENTIFICATION TAG CL CHLORINATOR DF DIGESTER FEED -- CM CHEMICAL MIXER 75.5 SPOT ELEVATION DETAIL NUMBER DG DIGESTER GAS CSP CHEMICAL SLUDGE PUMP DLW DILUTION WATER DC DEWATERING CENTRIFUGE - -- - T - TELEPHONE LINE DETAIL x DISCH DISCHARGE DP DRAIN PUMPs 10-0$0_ DSL DIGESTED SLUDGE EQUIPMENT ABBREVIATIONS DSP DIGESTED SLUDGE PUMP -- E - - E - ELECTRIC LINE * Project Manager F ELECTRICAL CONDUIT HANDRAIL r DW DISTILLED WATER DV DIVERSION VALVE DRAWING WHERE - - --- DWP DEWATERING PUMP —o--- DETAIL WAS TAKEN - B. w�LL� - ---��---- Designed EFF EFFLUENT 0CF ODOR CONTROL FAN EF EXHAUST FAN EF EXCESS F_OW C►CU ODOR CONTROL UNIT EFRP EXCESS FLOW RETURN PUMP --..__- - 107FJCTLIRE, PIPING OR EQUIPMENTS. KUHN".) --- EFR EXCESS F_DW RETURN OS ODOR SCRUBBER EG E-NGINE GENERATOR � Drawn FAD FOUL AIR DUCT FBS POLYMER BLE14DING SYSTEM EMO ELECTRIC MOTOR OPERATED VALVE -`- � �� STORM DRAIN CULVERT ELEVATION S. KUH��S C FCO FILTER CHANNEL OVERFLOW PCD PNEEUMATIC CONVEYING BLOWER ERV EXHAUST ROOF VENTILATOR - -4 I.D. LETTER - FDR FOUNDATION DRAIN PCD PRIMARY CLARIFIER DRIVE EUH ELECTRICAL UNIT HEATER Checked FE FILTER EFFLUFNT PCV PRESSURE CONTROL VALVE EV EVAPORATOR I - �-' ' —� PIPELINE ELEVATION E. DAVISON FEQ FLOW EQUALIZATION PEP PRIMARY EFFLUENT PUMP FCP FOAM CONTROL PUMP _ FERC FERRIC CHLORIDE PLOP ENGINE GENERATOR PRE-LUBE OIL PUMP FL FLOCCULATOR � `' �� LARGE PIPELINE 30" = 1"-0" Project Number � FD FILTER DRAIN PMP POLYMER METERING PUMP FMP FERRIC CHLORIDE METERING PUMP 00039-436-102 FI FILTER INFLUENT PR GRIT REMOVAL DRIVE FTOP FERMENTED THICKENER OVERFLOW EXISTING PIPELINE * DRAWING WHERE POINT Date FG FLUE GAS PRV PRESSURE REGULATING/RELIEF VALVE GC GRIT CLASSIFIER - - -- ABANDONED IN PLACE FO FUEL OIL PSP PRIMAri; SLUDGE PUMP GLV GLOBE VALVE O F VIEW MARKER CAN BE NOVEMBER1999 FP,FPW FIRE PROTECTION WATER PSCP PRIMARY SCUM PUMP CP GRIT PUMP --; TO BE DEMOLISHED PRI�F PTM POLYMER TANK MIXER GTD GRAVITY THICKENER DRIVE j��--�� �^ FW FLUSH WATER ;_, (STRUCTURE, PIPELINE, ETC.) ba 1 N8 H HYPOCHLORITE E (NEST) PTP POLYMER 'TRANSFER PUMP GUH GAS UNIT HEATER HPA HIGH PRESSURE AIR PU PRESSURIZATION UNIT HEX HEAT EXCHANGER � ~ �� � HPNPW HIGH PRESSURE NPW PV PLUG VALVE HLP HEAT LOGP CIRCULATION PUMP SECTION LETTER _ _ r ! --- BUILDING X HPNPWS HIGH PRESSURE NON-POTABLE WASH RASP RETURN ACTIVATED SLUDGE PUMP HMP HYPOCHLORITE METERING PUMP i_.. � FLAG INDICATES DIRECTION OREGON® F _ HPW HIGH PRESSURE WASH RDS ROTATING DUCKING SKIMMER HSP HYPOCHLORITE SOLUTION PUMP OF SECTION CUT —�` �e�'Zty27,,d4 � HS HYPOCHLORITE SOLUTION RF REUSE PUMP HTP HYPOCHLORITE TRANSFER PUMP IDENTIFICATION AND APPROXIMATE X TH- X LOCATION OF SOIL TEST HOLE - HIGH STRENGTH LIQUOR RSP RAW SEWAGE F=UMH HWB HOT WATER BOILER — �C H pA,I �S a SL HW HOT WATER SCD SECONDARY CLARIFIER DRIVE HWBP HOT WATER BOILER PUMP —* DRAWING WHERE ImiPtRas 12/31/99 HWE HEADWORKS EFFLUENT SCKP SLUDGE CAKE PUMP JWP ENGINE GENERATOR JACKET WATER PUMP DRAINAGE FLOW SECTION VIEW IS LOCATED HWR HOT WATER RETURN SCNR SCREENINGS CONVEYOR KGV KNIFE GATE VALVE HWS HOT WATER SUPPLY SCNV SLUDGE CAKE CONVEYOR LBF LIME BIN FILTER X--•--X CHAIN LINK. FENCE IA INSTRUMENT AIR SCP SCUM PUMP LBU LIVE BIN UNLOADER SECTION CUT MARKER THIS UNE IS ONE INCH WHEN INF INFLUENT SDG SLIDE GATE LOP LUBE OIL PUMP _ --- --------X---- FIELD FENCE DRAWING IS FULL SIZE. IF NOT x IRR IRRIGATION SF SUPPLY FAN ONE INCH, SCALE ACCORDINGLY. LPA LOW PRESSURE! AIR SG SLUDGE GRINDER --DFTAIL NUMBER ! LS LIME SLURRY SM SLUDGE MIXER ---�'-- PROPERTY LINEE__4- : LSL LIME SLUDGE SRP SLUDGE RECIRCULATION PUMP CENTERLINE MLSSR MIXED LIQUOR RECYCLE SSS SLUDGE STORAGE SILO ---�----- -*DETAIL DRA IN�� WHERE IS LOCATED B NG NATURAL GAS ST SEPTAGE TANK NPW NON POTABLE WATER STR WAl ER STRAINER — F F SEDIMENT FENCE DETAIL MA OF, OVF OVERFLOW SUSLUICE GATE `-MARKER ; ORD OVERFLOW ROOF DRAIN SV SLUDGE VALVE MATERIALS I I�1 PLAN/SECTION PA PROCESS AIR SWGR ELECTRICAL SWITCHGEAR PD PROCESS DRAIN SWP SURFACE WASH PUMP ELEVATION LETTER POL POLYMER T THERMOSTAT PE PRIMARY EFFLUENT TC THICKENING CENTRIFUGE PI PRIMARY INFLUENT TCFP THICKENING CENTRIFUGE FEED PUMP F/7= DEMOLITION � WOOD (SECTION) X ARROW INDICATES POINT OF Xx VIEW PLE PLANT EFFLUENT TSP THICKENED SLUDGE PUMP c PSC PRIMARY SCUM TSRP THICKENED SLUDGE RECIRCULATION PUMP I CONCRETE PLYWOOD �'�� * DRAWING WHERE a PSL PRIMARY SLUDGE VP VACUUM PUMP AT UNDERDRAIN WASP WASTE ACTIVATED SLUDGE PUMP -� MASONRY (CMU) GYPSUM BOARD ELEVATIOIJ IS LOCATED PUD PERFORATED N PW POTABLE WATER WGB WASTE GHS BURNER o TRANSFORMER BRICK SECTiON % METAL SECTION ELEVATION OR PHOTO MARKER RAS RETURN ACTIVATED SLUDGE XF MR ® ( ) � (SECTION) o RDL ROOF DRAIN LEADER 1 9�uL 9301 -I EQUIPMENT AND VALVE IDENTIFICATION TAG RE REUSE EFFLUENT Lr� ASPHALT GRATING (PLAN) A JLn RFG REFRIGERANTC! RS RAW SEWAGEF J��,L ! GRANULAR FILL. CHECKERED PLATE RSL RAW SLUDGE `\` SAM SAMPLE �� SAN SANITARY SEWER SAND r �� BRICK (PLAN) � CENTERL''NE FOR COLUMNS i SAN FM SANITARY FORCE MAIN I - S9 SODIUM BISULFITE (NEAT) EARTH RIGID INSULATION z 5 b C SURGE BASIN CONTROL SBS SODIUM BISULFITE SOLUTION BATT INSULATION N SC SCUM * IF PLAN AND SECTION, OR DETAIL CALL-OUT AND PIPING dSCK SLUDGE CAKE WOOD - SOLID (SECTION) DETAIL ARE SHOWN ON SAME DRAWING, DRAWING SSC SECONDARY SCUM NUMBER IS REPLACED BY A LINE. (-). ABBREVIATIONS, f� SE SECONDARY EFFLUENT } GENERAL LEGEND SI SECONDARY INFLUENT _ SEP SEPTAGE GENERAL NOTES DETAIL NUMBER -�� AND SYMBC'LS SD STORM DRAIN �" PHOTO 1 85th Ave,#2. 16580 i rn 1 . THIS IS A STANDARD GENERAL AND CIVIL ©UP 1999-00502 N vp SYMBOLS DRAWING. NOT ALL SYMBOLS 2 of 40 PHOTO DIRECTION �CAND ABBREVIATIONS MAY BE USED ON r "' THIS PROJECT. 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NOTICE: IF THE PRINT OR TYPE ON ANY 11 1 1111111111_ 1111111111 I I I-I 11 I I IIII IIII 1III III IIII LIII 1I I III-I IIII I_III 1I I I _ I - II--II-1_I I! �III I-I-II LI-I-I -II1I I-II I-III-I-I-I I I I I IIII III II l l 1l l 1l �' I_I IIII IIMAGE IS NOT AS CLEAR AS THIS NOTICE, 31 41561111 I.IIIIIIII 1 111111 VIII I a � 1�� RC1 J IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT (ll I�IIII ►IIIfI SII IIIII�I '� lIJ11 bII ►III ►►���������ill ►►►�i�►►►l►Il�ll �i�► 8 �llll[8 II ► �l�ll II8ZII�III4I1IIII Il �IbI�LIIII IIIZ►IIL►►IiI►II II8II[[IIII IILI��III ►I8�Ihi�� 9��Ii�II � l�l4 fi 1S L tir�M ���11ll1 ;llW.11lllll-.Ill111ilillWlllT��► III 24'3C v ' v ' v H MECHANICAL/HVAC MEC EQUIP ABBR GENERAL ABBR CONT r SYMBOLS CONT MECHANICAL/PIPING SYMBOLS MECHANICAL/PIPING SYMBOLS A/C AIR CONDITIONER(ING) RH RELIEF HOOD UC 3/4" ACU AIR CONDITIONING UNIT RTHP ROOF TOP HEAT PUMP -i` UNDERCUT DOOR 3/4" —. CAP AIR RELIEF VALVE AD AUTOMATIC DAMPER AF AIR FILTER M i CO CLEANOUT SD SHOWER DRAIN/SUPPLY DIFFUSER/ PRESSURE/TEMPERATURE TEST S AHU AIR HANDLING UNIT -{ PLUG (PETE PLUG OR EQUAL) '�'i_[C SOLENOID VALVE � ATA AIR TOOL ASSEMBLY SMOKE DETECTOR �—� CROSS HDI Engineering,SF SUPPLY FAN g' eernng, Inc. SR SUPPLY REGISTER SIZE BDD BACKDRAFT DAMPER CFM 1 SUPPLY AIR REGISTER OR BU FELL UP M BFD BUTTERFLY DAMPER SS SERVICE SINK GRILLE - W/ DUCT MOUNTED n MOTOR OPERATED VALVE BLR BOILER T THERMOSTAT EXTRACTOR YD DRAIN CC COOLING COIL CFM TC TEMPERATURE CONTROLLER SIZE_ 1/� PRESSURE SWITCH UNIFIED SEWERAGE AGENCY TCV TEMPERATURE CONTROL VALVE / EXPAUST AIR OR RETURN AIR FLOOR DRAIN OF WASHINGTON COUNTY CF CABINET FAN/CEILING FAN TF TRANSFER FAN REGISTER OR GRILLE CLR CHILLER TS TEMPERATURE SWITCH SIZE-- ATA AIR TOOL ASSEMBLY CLT !TOOLING TOWER CFM ' ��— PRESSURE REGULATING VALVE TT TEMPERATURE TRANSMITTER EXHAUST AIR OR RETURN AIR DURHAM CPF CHEMICAL POT FEEDER --IBE-- VARIABLE AREA METER CTF COOLING TOWI_R FAN UR URNAL '= .- REGISTER OR GRILLE AVS AUTOMATIC VALVE SWITCH SIZE PRS PRESSURE REDUCING STATION — NG — NATURAL GAS LINE FACILI I i CWC CHILLED WATER COIL c CWP CHILLED WATER PUMP VD VOLUME DAMPER CFM �;;• � SUPPLY AIR ASSEM912f 177�TT HOS PHASE 3 E RACK - DM DAMPER MOTOR WC WATER CLOSET '==' SQUARE DIFFUSER "�--"- WASTE DMPR DAMPER WH WATER HEATER/WATER HYDRANT SIZEEXPANS!vN DPS DIFFERENTIAL PRESSURE SWITCH CFK4, ELBOW VENT SUPPLY AIR ASSEMBLY ,_F EXHAUST FAN ROUND DIFFUSER F — FILTER L-- I WEIR ERV EXHAUST ROCF VENTILATOR MECHANICAL/HVAC SYMBOLS WALL LOUVER FLEXIBLE HOSE OR TUBING -------- -_-__ PIPE SLEEVE ESEW EMERGENCY SHOWER AND EYE WASH ET EXPANSION TANK Protect Manager EUH ELECTRICAL UNIT HEATER -24x-i 8 --� -- FLEXIBLE PIPING CONNECTION QUICK DISCONNECT B. WILL!c�Y EXH EXHAUST HOOD SUPPLY AIR OR OUTSIDEAIR PLAN SECTION AIR tL�_ designed DUCT SECTION CUT, ACCESS DOOR -� CAM & GROOVE COUPLING -- FE FLOW ELEMENT FIRST � ( FC FAN COIL DIMENSION DUCT WIDTH) '---D< WALL HYDRANT S. KUHNS FD FIRE DAMPER RECTANGULAR DUCT OR OPENING -- }-- FLOW TUBE Drawn C EXHAUST AIR OR RETURN AIR --,t� FH FIRE HYDRANT S. KUHNS FH FUME HOOD � 16x24 DUCT (SECTION CUT SIZE— FIRST NUMBER INDICATES LINE SIZE CHANGE (REDUCER) SIZE OF SIDE SHOWN Checked +: FS FLOOR SINK/FIRESTAT INSULATED PIPE R T FSF FILTERED SUPPLY FAN _ 0 DUCT FZ FREEZESTAT SUPPLY AIR OR OUTSIDE AIR LINE TURNING DOWN E.DAVISON DUCTNO SECTION CUT ! PIPE IN SECTION Project Number ( ) 18" DIA � ROUND DUCT SIZE � GUH GAS UNIT HEATER �— LINE TURNING UP C �f IUD039-436--1 02 EXHAUST AIR OR RETURN AIR SLUICE GATE OR SLIDE GATE Dote HB HOSE BIBB DUCT (NO SECTION CUT) FD, VD, BDD, MOP — _ — WALL SLEEVE D = FIRE DAMPER ��- AIR RELEASE VALVE NOVEMBER 1999 HC HEATING COIL I VD = VOLUME DAMPER WYE-ST r HEX HEAT EXCHANGER RAlNER BDD = FIRE DAMPER �- PRESSURE GAGE (W/COCK) PRP P4 HEAT LOOP PUMP TRANSITION-DOUBLE SIDED �.4� HP HEAT PUMP/HORSEPOWER MOD VOLUME DAMPER TEE �� �i xPP4 HRC HEAT RECOVERY COIL HOSE VALVE, HOSE BIBB OR Qv �►�it i d� HTR HEAVER TRANSITION-ONE SIDED ��� FLEXIBLE CONNECTION �U TRAP FLUSHING CONNECTION _ HV HOSE VALVE �� - { --II--- UNION oRfcoN '---_'� INSULATED PIPE OR DUCT ,qt y HVAC HEATING, VENTILATION, AIR CONDITIONING 27 HWC HOT WATER COIL TRANSITION- I v FLEXIBLE DUCT —�— DIAPHRAGM VALVE - r �/C F y F. DA HWP HOT WATER PUMP RECTANGULAR TO RO�,I'JD DUCT } � HWUH HOT WATER UNIT HEATER -�� GROOVED CAP � _ ACOUSTICAL LINING - -' BUTTERFLY VALVE (WAFER) a> s 12/31/19 IHANH INTAKE HOOD STANDARD BRANCH- - DUCT DIMENSIONS FOR NET FLANGED JOINT FOR SUPPLY AIR W/ EXTRACTOR FRCS ��� BUTTERFLY VALVE (FLANGED) 1=-- -I o L/L.VR LOUVER am a AND RETURN AIR W/0 EXTRACTOR MECHANICAL JOINT LAV LAVATORY THIS UNE IS ONE INCH WHEN y �' VENT PERCENTAGE TIMER DRAWING IS FULL SLZE. IF NOT MAU MAKE-UP AIR UNIT --- MECHANICAL OR PUSH ON JOINT ONE INCH. SCALE ACCORDINGLY. X MOD MOTOR OPERATED DAMPER i� __4 WYE/LATERAL. __ � MV MOTOR OPERATED VALVE -� ELBOW- W/TURNING VANE O THERMOSTAT - - SCREWED JOINT B IVIS MOP SINK IV BALL VALVE FZ FREEZESTAT - - GROOVED COUPLING o OBVD ODOR CONTROL FAN Sp Sp - GLOBE VALVE OCF ODOR CONTROL FAN SPLITTER DAMPER SD SMOKE DAMPER �}— CHECK VALVE _._ BLINP, FLANGE OCP CDOR CONTROL PUMP CICS ODOR CONTROL SCRUBBER V -� MECHANICAL COUP! ING OCU ODOR CONTROL UNITRECTANGULAR DUCT INCLINE- MS MOTOR STARTER 'o-- GATE VALVE - - - -_ P PUMP `'- —I R OR - RISE OR DROP IN RESPECT KNIFE GATE VALVE FLANGED COUPLING ADAPTER PCV PRESSURE CONTROL VALVE" TO THE AIR FLOW TC TEMPERATURE CONTROLLER 'RESSURE REDUCING VALVE WELDED ELBOW PI PRESSURE Ii�ntrATOR TO, TEMPERATURE INDICATOR c PPU POSITIVE PRESSURL 6;4;r ROUND DUCT INCLINE- O PRV PRESSURE REGULATING/RELIEF VALVE R OR RISE OR DROP IN RESPECT PRESSURE RELIEF VALVE a PWF PRO"ELLER WALL FAN TO THE AIR FLOW - -- - TEMPEFATURE TRANSMITTER WELDED CONNECTION Cn PLUG VALVE o [AJ - HARNESSED MECHANICAL COUPLING ^� - DIFFUSER, REGISTER AND GRILLE SCHEDULE PLUG VALVE NORMALLY CLOSED -- — 3—WAY VALVE v v o v MARK TYPE SERVICE MATERIAL ACCESSORIES N CL SQUARE DIRECTIOIJAL PATTERN AIR DIFFUSER WITH BOTTOM OR SIDE OF ALUMINUM GBVD 4-WAY VALVE 01 ADJUSTABLE CORE AND PERFORATED FACE PLATE. EXPOSED DUCT PROVIDE 1 -WAY H DRIZONTAL AIR DEFLECTION PATTERN. FINISH ;,'HALL BE AL.Ull,'!NUM. GENERAL NOTES SQUARE DIRECTIONAL PATTERN AIR DIFFUSER WITH SURFACE MOUNT ON ALUMINUM 0BVD ^^ -- - ---- z° 2 ADJUSTABLE CORE AND PERFORATED FACE PLATE. TEE BAR CEILING AND A PROVIDE HORIZONTAL AIR DEFLECTION PATTERN AS BOTTOM OF EXPOSED MECHANICAL 1 . THIS IS A STANDARD MECHANICAL ADBREVIATIONS AND SYMBOLS DRAWING. ALL N SHOWN. FINISH SHALL BE ALUMINUM. DUCT ABBREVIATIONS AND SYMBOLS MAY NOT BE USED ON THIS PROJECT. ABBREVIATIONS IONS -- ----- ------ ---- - ---------- ; SQUARE RETURN/EXHAUST AIR REGISTER WI1H BOTTOM UR SIDE OF ALUMINUM AND SYMBOLS GBVD en HORIZON-FAL DEFLECTING VANES SPACED AT 3/4" EXPOSED DUCT �I CENTERS AND SET AT 35'. FINISH SHALL BF 0 a ANODIZED ALUMINUM m 31 SQUARE RETURN/EXHAUST AIR REGISTER WITH SURFACE MOUNT ON ALUMINUM OBVD 85th Ave.#2, 16580 BUP 1599-00502 32 112"012" x1/2" ALUMINUM SQUARE CORES. TEE BAR CEILING s r au F LnLAT FRAME WITH 1 1/4- WIDE FLAT OVERLAP She N CD t0 0 MARGIN AND GASKET. FINISH SHALL BE ANODIZED et umber t � GO -tn 0. CY ALUMINUM, 5 I I I I I I I 1 ! I I NOTICE: IF THE PRINT OR TYPE ON ANY I L I I I I I 1 1 1 I I I I 1 1 1 1 1 1 I ( I I�jI J 1 1 I III III III III III III III 111 1 Jill II 11 I Ill 1 1 1 1 1 11 1 1 1' l l l l l l l III III I I III I I I I I I III III III III I I III III I I! I I III III IIIIIII III III III I I (+ IMAGE IS NOT AS CLEAR AS THIS NOTICE, L J _ `l._ __- ---3� - -- - 41 - -f 'L_ -- - 6� --�.__ I g �____- IT IS DUE. TO fHE QUALITY OF THE NJ 38 ORIGINAL DOCUMENT - - -- - £ 8Z HZ L., 911Z �llZ 6llZ SZ Z iZ UIZ 6lI 8t GF1111 91i 8f[ �1bt St ZI It I 8 9 L 9 9� T£ Z —i�uN hill llll�llll llll�llll 1111�1111�11!I�IIIIIIIII IIIIIIilllllllllll'Till 111 II JI I !! I I III 11 ►ILII III 111111 11/1111111 I I I ++ Ii. I II� III IIII�III ►IIIIIIIII�IIIIII�IIIIillllllllll�lll�lll I � 1 111►11111111III ►►IIIIIII II►1111,111111 � f I +, IIII�IIllI l�ll11.111111111111IIIII.�1W.illU� I � I , 11�11111ll111ll UIIIII ,ill I I AIR FLOW SCHEMATIC AND TEMPERATURE CONTROL DIAGRAM :SYMBOLS ` HVAC/MECHANICAL SYMBOLS ELECTRICAL AND INSTRUMENTATION SYMBOLS D h3R HDR Engineering, Inc. TT SUPPLY, RETURN OR EXHAUST ROOF VENTILATOR TEMPERATURE TRANSMITTER C COMMON PORT EXHAUST FAN PROPELLER OR AIR ,J FLOW PARALLEL BLADE DAMPER CENTRIFUGAL TYPE .� S SIGNAL PORT -.A :TS] TEMPERATURE SWITCH UNIFIED SEWERAGE AGENCY X- NO NORMALLY OPEN OF WASHINGTON COUNTY MIST ELIMINATOR INTAKE OR - O THERMOS TATNC NORMALLY CLOSED t L_J RELIEF HOOD r AIR OPPOSED BLADE DAMPER FDURHAM LOW r.-' TO, �,ICATOR � BALANCING VALVE FACILITY IC TEMPERATURE IN( 1 / I INTAKE/EXHAUST LOUVER CHILLER WATERRHC RESISTANCE HEATING CONTACTOR PHASE 3 / COOLING COIL . RC RECEIVER CONTROLLER EXPANSION TA TEST-AUTO AIR BACKDRAFT DAMPER HOA HAND-OFF-AUTO FLOW I H TOA TEST-OFF-AUTO AIR FILTER HOT WATER MS MOTOR STARTER HEATING COIL ELECTRIC SIGNAL Project Manager � DOOR GRILLE B. WIUXY PIPING Designed DAMPER ACTUATOR S. KllHNS EP - - - -- EXISTING' EQUIPMENT OF PIPING — - C Drawn�', ACTIVATED CARBON OR DIRECT EVAPORATIVE _. _.__ _- _ __ EXISTING PNEUMATIC SIGNAL S. KUHNS COOLER PI FPES:;URE INDICATOR S G AL OR CHEMICAL FILTER 3-WAY CON"IOL VALVE ELECTRIC SIGNAL Checked +; R E. DAMSON FRZ FREEZE STAT Project' D ProNumber BULB TYPE THERMOSTAT J e M PROPEL.L ER WALL FAN � DIRECT EXPANSION 00039-436-102 COOLING COIL MOTORIZED DAMPER FS Date FIRE STAT NOVEMBER 1999 X CEILING FAN H DPS DIFFERENTIAL PRESSURE SWITCH ��b �o i xg� 'I ^� CAV �V ~ 588 0 � CONSTANT AIR VOLUME • _ ROOM AIR COPIDITION!!JG UNIT ;9 BOX WITH REHEAT COiL OREGON SD SMOKE DETECTOR �y/ ar ��°j� C �� Say F DAA\ H - — -- D _ — TIME DELAY %/ f VAV VARIABLE AIR VOLUME wa G CENTRIFUGAL PUMP � � BOX WITH REHEAT COIL OM MINIMUM POSITION RELAY I C THIS UNE IS ONE INCH WHEN DRAWWNG IS FULL SIZE. IF NOT SIGNAL ONE INCH, SCALE ACCORDINGLY. 1 B v o ( c i U N "i O 66 GENERAL_ NOTES 00 UQ w .J ul a 1. THIS IS A STANDARD AIR FLOW ',SCHEMATIC AND TEMPERATURE CONTROL DIAGRAM SYMBOLS DRAWING. ALI SYMBOLS MAY NO" BE USED ON THIS PROJECT. M 0 z i A HVAC SYMBOLS U r t 3 Er n M I Er U L d N 85th Ave,#2, 16580 BUP1999-0050? 4 rn 4 of 40 Sheet Number vl �ti t7 V I 00 6 - "IPFirM �� ✓I�r�F"7o.'�mj!'�k'Nd�VTii+s�+r,.,n..,.m,.-�res.-:e.:...., .�:�..�;:r�F.�te rw�.incr.•+rT n%�.cruv- :,aascxnna«.+w .. ._.. +i�»....... ..., .. .,. y .,...+..�.ww+.... � .. _ - ,.__.-...- •___:.»ti._..._. .,........ .,-..»..�.:.., ,. ..-s, 'r,::::�._—:-is;"a�.e�.:.a�:.�-s:.,::.--y:z,'.:,;mak.. �aL NO I ICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I I I I I I I I ' I l l l I I 111111 III I III I I I I 111111111 I I I I VIII I III 1 1 1 III 11 1 III ill ill 11 ' 1 III I I ! I I I I ki ' 1111111 ! 1 1 1 IIII ' IIII llll ll III III I I IIII I II ' III IIID1 �900I.IMAGE IS NOT AS CLEAR AS TIIIS NOTICE, I - -I-- - 1 III I 1_ _ - - -- _W 10 _ 11 1� c I 1 iS DUE TO THE QUALITY OF THE ORIGINAL. DOCUMENT r � -- - --- - -- NoM fi 6 Z 8j 7 11 I - �� �L �9 4�� I Z T�Ir�rw ►III�IIIIII►► IIII�IIIII►IIIIi�!IIIIII�III►I�III►IIIIIIIII�► 1 I I ' I-I I Illll I. i t llllllll l�ll� illllll, II++II I i � III I II IIII�IIJIIIII� Illlil, �II.Illlll�lllllll►I IIID IIIIIIII IIII�I Illillllll I I � I Illllllillll llllltl,Illlll�llll.lJlll. ►l �<<u11.11111�I1�Wll LL111.1.1 ll�llllll III N 3,6241 STRUCTURAL ABBR . STRUCTURAL ABER . CONT. STRUCTURAL ABBR . CONT. STRUCTURAL_ ABBR . CONT. REFLECTED CEILING LEGEND Ad ANCHOR BOLT FIFE FINISH FLOOR ELEVATION MO MAZ3UNRY OPENING STOR STORAGE ACP ACOUSTICAL PANELS FH FLOOR HATCH MOD MODULAR or MODIFICATION STWY STAIRWAY ACT ACOUSTIC CEILING TILE FHS FIRE HOSE STATION MRGWB MOISTURE RESISTANT GYPSUM SUBST SUBSTITUTE SUSPENr.ED GYPSUM WALLBOARD CEILING D ACST ACOUSTIC FIN FINISH WALLBOAR`i SUSP SUSPEND HDI? Engineering, Inc. AFF ABOVE FINISH FLOOR FJT FLUSH JOINT MSNRY MASONRY SYN SYNTHETIC AFG ABOVE FINISH GRADE FL FLASHING or FLUSH MT MOUNT — ASC ACOUSTICAL SUSPENDED CEILING FLG FLOORING MTU MOUNTED 2x4 ACOUSTICAL SUSPF..NDED CEILING ATC ACOUSTICAL TILE CEILING FOC FACE OF CONCRETE MTG MOUNTING T & B TOT' AND BOTTOM FOF FACE OF FINISH MU MASONRY UNIT T & G 'fONGUE AND GROOVE UNIFIED SEWEf?AIGE AGENCY FUM FACE OF MASONRY MULL MULLION T TILE OF WAS14INGTM COUNTY B TO B BACK TO BACK FOS FACE OF STUDS TA TOILET ACCESSORY 0 RECESSED LIGHT FIXTURE BBD BULLETIN BOARD FR FRAME TEMP TEMPORARY GC BASE CABINET or BOTTOM CHORD FRICT FRICTION NAT NATURAL THD THREAD DURHAM BOARD FTG FOOTING NF NEAR FACE or NOT FURNISHED THRESH THRESHOLD BE BOTH WAYS FURN FURNITURE or FURNACE NRC NOISE REDUCTION COEFFICIENT TKBD TACKBOAIRD F_1T_J 1x4 FLUORESCENT LIGHT FIXTURE FACILITY BEV BEVEL FUR FURRED or FURRING NS NEAR SIDE TOB TOP OF BOLT BF BOTH FACES or BOTTOM FACE FW FIELD WELD or FIRE WALL TOC TOP OF CONCRETE PHASE 3 BLK BLOCK FXTR FIXTURE TOL TOLERANCE or TOP OF LEDGEk OLKG BLOCKING OA OVERALL TOM TOP OF M,ASONR'( 0 2x4 FLUORESCENT LIGHT FIXTURE EXPANSION BOT BOTTOM OFCE OFFICE TOE' TOE' OF `''L.HTE L BP BASE PLATE or BEARING PLATE GAR GARr:GE OHD OVERHEAD DOOR TOS TOP OF SLAB or TOP OF STEEL BR BRIDGE CRANE GB GRAB BAR OP T L OPTIONAL TOb'V' TOP OF WALL BRG BEARING GL GLASS ORIG ORIGINAL TP TOILET PARTITION BRKT BRACKET GLB GLASS BLOCK TPD TOILET PAPER DISPENSERO 4x4 FLUORESCENT LIGHT FIXTURE BS BOTH SIDES GO GRATING OPENING TR TRANSOM Project Manager BTWLD BUTT WELD GRTG GRATING PA PUBLIC ADDRESS TS TUBULAR STEEL B. WILLEY BUR BUILT—UP ROOF GSB GYPSUM SHEATHING BOARD PB PANIC BAR T✓ TELEVISION Designed C'WB GYPSUM WALLBOARD PBD PARTICLE BOARD GYP GYPSUM 1'CC PORTLAND CEMENT CONCRETE SUPPLY AIR DIFFUSER/GRILLE S. ICU��INS f C TO C CENTER TO CENTER PERF PERFORATED ! JR URINAL lz�siDrawn C CAB CABINET PERM PERMANENT cl, ICUHNS CAP CAPACITY HBD HARDBOARD PERP PERPENDICULAR CARP CARPET HC HANDICAPPED or HOLLOW CORE PKG PACKAGE 1.,AR VARNISH GR! LLE RETURN AIR GR LLE E. DAVISON CCF CONCRETE FLOOR HDR HEADER PLAS PLASTER VB VAPOR BARRIER CE CONCRETE EDGE HDW HARDWARE PLATE PLATFORM VCT VINYL COMPOSITION TILE Project Number CER CERAMIC HGR HANGER PLYWD PLYWOOD VEST VESTIBULE 00039--436--102 9 CFL COUNTERFLASHING HM HOLLOW METAL PNL PANEL VG VERTICAL GRAIN or VINYL BASE — — CHAM CHAMFER HR HANDRAIL PNT PAINT VIN VINYL _— — _ Date CHBD CHALKBOARD HS HEADED STUD or HIGH STRENGTH POL POLISH or POLISHED VWC VINYL. WALL COVERING NOVEMBER 1999 CHD CHORD HWD HARDWOOD PTD PAPER TOWEL DISPENSER or PAINTED 1 HOUR FIRE RATED WALL CJ CONSTRUCTION JOINT PTN PARTITION PTR PAPER TOPREF CLG CEILING TOWEL RLC� PTACLE W WINDOW CLJ CONTROL. JOINT IMP IMPACT PREFAB PREFABRICATED WB WOOD BASE _ _ G I N'40' 8 CLKG CAULKING INC INCUBATOR PREP PREPARE WC WATER CLOSET 19 CLO CLOSET INCL INCLUDE PRL PARALLEL_ WCR WATER COOLER 2 HOUR FIRE RATED WALL 0 N CMPST COMPOSITE !NSP INSPECT PS POINT WD WOOD %b PST PRESTRESSED F` yon o- CO CONCRETE OPENING INSTL INSTALL or INSTALLATION WF WATER FOUNTAIN .�` v0 COL COLUMN INSUL INSULATION PWJ PLYWOOD WEB JOIST WG WIRE GLASS �fY B. G� COMP COMPOSITION INT INTERIOR Wi WROUGHT IRON CORR CORRIGGR or CORRUGATED INTR INTERMEDIATE WILD WELDED � '� 0°/90/01 CT CERAMIC TILE QA DUALITY ASSURANCE WP WORKING POINT CVNTL CONVENTIONAL QC QUALITY CONTROL WR WALL REINFORCING a J JOIST QT QUARRY TILE WS WATER33TOP THIS UNE IS ONE INCH WHEN JAN JANITOR QTR QUARTER WSCT WAINSCOT DRAWING IS FI SIZE. IF NOT D DOOR or PENNY (NAIL MEASURE) JC JANITOR'S CLOSET QUAL QUALITY WSHR WASHER ONE INCH, SCALE ACCORDINGLY. DBL DOUBLE WTRPRF WATERPROOF X DEP DEPRESSED WWF WIELDED, WIRE FABRIC x DF DOUGLAS FIR or DRINKING FOUNTAIN KB KNEE BRACE RCVR RECEIVER K DIAG DIAGONAL KD KNOCK DOWN REFR REFRIGERATOR o i B KO KNOCK OUT REM REMOVABLE DL DEAD LOAD RESIL RESILIENT XSTR E::TRA STRONG � DP DAA4PPROOFING RF ROOF DT DOUBLE TEE DW DISHWASHER LAD LADDER RFL REFLECTED or REFLECTIVE or REFLECTOR YS YIELD STRENGTH !AM LAMINATE RFG ROOFING DWL DOWEL DWR DRAWER LAP JT LAP JOINT RC'H ROUG`-i LATL LATERAL RL REQUIRED LAP LAU LAUNDRY RM ROOM RST REINFORCING STEEL LAV LAVATORY EE EACH END RVT RESILIENT VINYL TILE o EF EACH FACE LB LAG BOLT EIFS EXTERIOR INSULATION & FINISH LDG LANDING r I a SYSTEM LDR LEADER �. ELEV ELEVATOR LE LIFTING EYE S & P SHELF AND POLE o ENCL ENCLOSURE LF LINEAR FOOT S SINK ENTR ENTRANCE — LL LIVE LOAD SAN SANITARY EQUIV Er"' IIVALENT LLH LONG LEGS HORIZONTAL SB SPLASH BLOCK GENERAL NOTES ERECT- Eh=CTION LLV LONG LEGS VERTICAL Sc SOLID CORE LONG LONGITUDINAL SCN SCREEN ° ° ES EACH SIDE " � V, EW EACH WAY LTL LINTEL SE STEEL/ALUMINUM EDGE EWC ELECTRIC WATER COOLER LW LIGHTWEIGHT SG SHEET GLASS or SEALANT GROOVE 1 . THIS SHEET APPLIES TO THE ENTIRE SET OF I_WC LIGHTWEIGHT CONCRE ;E SH SHOWER r EX EXTER SHF SHELF or SHELVING DRAWINGS. LISTING OF ABBREVIATIONS DOES NOT a: EX] EXTERIOR SHTG SHEATHING IMPLY ALL ABBREVIATIONS HAVE BEEN USED ON MACH MACHINED SL.TD SLOTLFD THIS PROJECT. o F TO F FACIE TO FACE MBR MEMBER SLV SLEEVE z MC9 METAL CORNER BEAD SMLS SEAMLESS FBD FIBERBOARD FFABRICATE MCJ MASONRY CONTROL JOINT SP SOUNDPROOF STRUCTURAL AND FBG FIBERGLASS MET METAL SPKR SPEAKER ARCHITECTURAL , o FBM MEZ7_ MEZZANINE SPLY SUPPLY ABBREVIATIONS FOOT FBO FURNISHED BY OWNER MICRO MICROWAVE STG SEATING FE FIRE EXTINGUISHER MIR MIRROR STIF STIFFENER FFC FIRE EXT!NGUISHER CABINET NLDG MOULDING STIR STIRRUP a FF FAR FACT or FACTORY FINISH MMB MEMBRANE STN STONE a v 85th Ave,#2. 16580 CL o PUP1999-00502 d i 5 of 40 a^' v 0)-3, Q.� Sheet Number c p0 to tn 0. —O NOTICE. IF THE PRINT OR TYPE ON ANY 1 1 1 f l I I I I I I I III I I I III t III II I I � i I I I I I 11AI Ii III� -I -I--ILII l l I I- - - 1 �� I -I - - I -- 1 Q � L+ IMAGE IS NrT AS CLEAR AS THIS NOTICE, i2I _ I 1�J .. ITIS DUE. TO THE QUALITY OF THE No 3e ORIGINALDOGUMENT 6Z RZ LZ 9v 9Z 6Z SZ Z IZ UZ 8T 8T LlT 9I 4T 6T ET ZTi Tt i 6 8 L 9 4 B Tama I T 1 - - ILII IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIillllllllll IIIIIIIIiIIIllllll IIII�IIIIJII� IIIII�IIIIIIII IIIIIIIIII111111111 11111111111111111111 !IIIIIIIIIIIIIIII!Illlll!!Illllllll1llll �llllllll�l►L ' Iltl ►111 lli!l I 11 � II,�� II ���lll�►�IIII 1 � id I 24X I GENERAL STRUCTURAL NOTES: CONCRETE JREINFORCING NOTES: MASONRY/GROUT NOTES: .� (DIVISION 3 SPECIFICATIONS) (DIVISION 4 SPECIFICATIONS: 04110 !MORTAR, 04155 ACCESSORIES, 04220 I GN-1 . THE STRUCTURES HAVE BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS COMPLETEDCONCRETE MASONRY, 04270 GLASS UNIT MASONRY) CR-1. USE OF DIFFERENT CLASSES OF CONCRETE SHALL BE AS ITEMIZED BELOW, REFERENCE STRUCTURES. APPLICATION OF CONSTRUCTION OR BACKFILL LOADS TO PARTIALLY COMPLETED CONCRETE SPECIFICATIONS FOR SLUMP REQUIREMENTS, QUALITY CONTROL, TEST STRUCTURES SHALL BE CONSIDERED BY THE CONTRACTOR AND SO INCLUDED IN THE DESIGN REQUIREMENTS, ETC. MG-1. ALL REINFORCED MASONRY WALLS SHALL BE SUBJECTED TO QUALITY CONTROL INSPECTION OF SHORING, BRACING, FORMWORK, AND ANY OTHER SUPPORTING ELEMENTS PROVIDED. AS OUTLINED IN OSSC SECTION 2105.3. HDR Engineering, Inc. �) D WHEN SPECIFIED IN THE CONTRACT DOCUMENTS, OR REQUIRED BY THE ENGINEER, F'c = 3000 PSI MINIMUM - ALL CONCRETE FOR GRADE SUPPORTED SIDEWALKS, AND CONTRACTOR SHALL PRODUCE CALCULATIONS PREPARED BY A REGISTERED ENGINEER IN THE PAVEMENT. MG-2. CONCRETE MASONRY UNITS (CMU). SHALL BE NORMAL WEIGHT (125 PCF MINIMUM), GRADE N, STATE OF OREGON WHICH VERIFY THE MEANS OF STRUCTURALLY MAINTAINING THE INTEGRITY OF THE STRUCTURES DURING CONSTRUCTION. � TYPE I, CONFORMING TO THE LATEST EDITION OF A.S.T.M. C90. THE NET AREA AVERAGE F c = 4000 PSI MINIMUM - ALL CONCRETE NOT OTHERWISE SPECIFIED. COMPRESSIVE STRENGTH OF THREE' INDIVIDUAL UNITS HALL BE 1900 PSI. REFER TO a GN-2. GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, GRADE CONDITIONS DRAWINGS AND/OR SPECIFICATIONS FOR UNIT SIZE, FACE, COLOR, JOINTING, ETC. ' F'c = 5000 PSI MINIMUM - ALL. "ONCRETE FOR PRECAST CONSTRUCTION. ALL CONCRETE UNIFIED SEWERAGE AGENCY (gnTH NEW wU EXISTING), EXISTING STRUCTURAL DETAILS (IF ANY), REPORT AN-Y FOR COVERED DIGESTER WALLS. MG-3. MORTAR SHALL BE TYPE "S", WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 1800 PSI. OF WASHINGTON COUNTY DISCREPANCIES TO 1 HE ENGINEER BEFORE PROCEEDING WITH ANY PHASE OF THE WOFK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK FITTING AS INTENDED BY THE MORTAR SHALL BE MIXED AS INDICATED IN OSSC, CHAPTER 21, IN PARTICULAR TABLE N0. 21-A. CONTRACT DOCUMENTS. CR-2. REINFORCING SHALL CONFORM TO THE FOLLOWING A.S.T.M. SPECIFICATIONS: MG-4. MINIMUM 28-DAY COMPRESSIVE STRENGTH (F'm) OF THE MASONRY WALLS SHALL BE 1500 NSI. A-615, GRADE 60: ALL DEFORMED REINFORCING BARS. DURHAM GN-3. DETAILS IN THE CONTRACT DOCUMENTS INDICATED AS *TYPICAL" SHALL APPLY IN ALL AREAS A-185: WELDED WIRE FABRIC. FACILITY n I iI WHERE CONDITIONS SIMILAR TO THE DETAIL OCCUR. CR-3. ALL CAST-IN-PLACE ANCHOR BOLTS SHALL BE ASTM MG-5. PROVIDE VERTICAL REINFORCEMENT IN CMU WALLS AS SHOWN IN THE STRUCTURAL CONTRACT A36, GALVANIZED, UNLESS OTHERWISE DOCUMENTS. FILL ALL REINFORCED CELLS WITH GROUT. GROUT SHALL BE FINE, WITH A til, L S OTHERWISE NOTSHOWN OR SPECIFIED. MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI AND SHALL CONFORM TO THE GN-4. APPLICABLE CODES (LATEST EDITION UNLESS ED): REQUIREMENTS OF OSSC, CHAPTER 21, TABLE NO. 21-B AND STANDARD 21 -19. PHASE 3 A. 1998 - OREGON STRUCTURAL SPECIALTY CODE (OSSC) STRUCTURAL STEELALLIMINUM NI OTES: EXPANSIONB. A.C.I. 318-95 C. A.I.S.C. ASD MANUAL-NINTH EDITION 1989 (DIVISION 5 SPECIFICATIONS: 05120, 05131) D. A.W.S. D1 .1 - STRUCTURAL WELDING CODE •- STEEL DEMOLITION SHORING NOTES: E. A.W.S. D.1 .3 - STRUCTURAL WELDING CODE - SHEET METAL SS-1. ALL STRUCTURAL STEEL SHALL_ BE A.S.T.M. A36 or A572 GRADE 50, UNLESS NOTED OTHERWISE. F. A.I.S.I. SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS STRUCTURAL STEEL FOR PIPE AND TUBE COLUMNS SHALL BE: A) ROUND CO PIPE COLUMNS: DN-1. THE INFORMATION AND DATA INDICATED IN THE CONTRACT DOCUMENTS RELATED TO THE G. PCI MNL_-120 DESIGN HANDBOOK PRECAST PRESTRESSED CONCRETE A.S.T.M. A53 TYPE E OR S GRADE B. B) SQUARE OR RECTANGULAR TUBE COLUMNS: A.S.T.M. / EXISTING BUILDING, IS THE BEST AVAILABLE FOR ASSISTING THE GENERAL CONTRACTOR IN H. PCI MNL-116 MANUAL FOR QUALITY CONTROL FOR PLANTS AND PRODUCTION OF A500, GRADE B. ALL STRUCTURAL_ STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE THE PREPARATION AND UNDERSIANDING OF THE SCOPE OF WORK RELATING TO THE Project Mara WITH THE A.I.S.C. SPECIFICATIONS AND CODE OF STANDARD PRACTICE. ) g PRECAST/PRESTRESSED CONCRETE PRODUCTS Manager DEMOLITION WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF DETERMINING THE TOTAL B. WI!lEY I. STEEL DECK INSTITUTE-DIAPHRAGM DESIGN MANUAL, SECOND EDITION SS-2. ALL STEEL WELDS SHALL BE MADE USING E 70XX ELECTRODES CONFORMING TO THE AMERICAN SCOPE OF WORK INVOLVED. J. ACI 350/35OR WELDING SOCIETY (AWS) "STRUCTURAL WELDING CODE" D1 .1 Designed K. NAVY NAVFAC P-355 DN-2. THE IIJFORMATION AND DATA CONTAINED IN THE CONTRACT DOCUMENTS 1� ONLY PARTIAL GN-5. STRUCTURAL DESIGN 5S-3. UNLESS OTHERWISE NOTED, BOLTED BEAM CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR AND SCHEMATIC IN CONTEXT AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE J. MITCHELL N CRITERIA: RESPONSIBILITY FOR VISITING THE SITE TO VERIFY EXISTING CONDITIONS, LIMITATIONS AND Drawn CONNECTIONS IN ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL JOINTS USINGRESPONSIBILITY INVOLVED. (REFERENCE ALSO GN-2). C A. MINIMUM L'VF LOADS - (LBS. PER SQUARE FOOT) A.S.T.M. A325 GALVANIZED BOLTS. ALL BOLTED STRUCTURAL CONNECTIONS SHALL BE BEARING W.T. MALACHIN TYPE CONNECTIONS WITH THREADS EXCLUDED FROM SHEAR PLANE UNLESS NOTED AS SLIP CRITICAL. DN-3. LOCATION OF JOISTS BEAMS AND OTHER `�" MAY VARY FROM ThAT Checked CONTROL BUILDING FLOOR LOAD: 300 SO RUCTURAL MEMBERS, , H GENERAL CONTRACTOR SHALL VERIFY ACTUAL r CONTROL BUILDING ROOF LOAD: REF SHEET 709 SS-4. BOLTED CONNECTIONS FOR VERTICAL AND HORIZONTAL BRACING, SPLICES FOR COLUMNS, AND SHOWN IN THE CONTRACT DOCUMENTS. H. ANISHEL 1 GENERAL PROCESS EQUIPMENT AREAS: 300 VIBRATORY EQUIPMENT SHALL BE OF THE SLIP-CRITICAL TYPE, CLASS A, CONFORMING TO THE RCSC LOCATION OF MEMBERS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE _M f CONTROL BUILDING PENTHOUSE: 50 SPECIFICATION, AS SHOWN ON ENGINEER'S DRAWINGS HEREIN. BOLT TORQUING, INSPECTION, TESTING, SUBMITTING SHOP DRAWINGS. Project Number DIGESTER PLATFORM: 100 ETC., FOR HIGH STRENGTH BOLTS SHALL CONFORM TO ALL PROVISIONS OF AISC & RCSC SPECIFICATIONS. ^0039-436-102 DIGESTER ROOF, FLAT ROOF LIVE LOAD: 25 DN-4. ALL PORTIONS OF THE STRUCTURE SHALL BE ADEQUATELY SHORED PRIOR TO ,ANY SAW - DIGESTER INTERNAL PRESSURE. 104 SS-5. CONNECTIONS SHALL BE DESIGNED FOR THE REACTIONS, AXIAL LOADS, AND MOMENTS AS PER THE CUTTAG OR DEMOLITION PROCESS. THE STRUCTURE SHALL BE LEFT IN A STABLE AND Date PRIMARY EFFLUENT PUMP STATION ROOF: SEE "300 SERIES" DWGS. FOLLOWING CRITERIA: FECURED POSITION AT ALL TIMES. NOVEMBER 1999 LOWER LEVEL: SEE "300 SERIFS" DWGS. A. WHERE BEAM REACTIONS ARE NOT SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT DN-5. ALL EXISTING CONCRETE INCLUDING SLABS, STAIRS, JOISTS, ETC. SHALL BE REMOVED BY SAW WALKWAYS, STAIRWAYS: 100 50 PERCENT OF THE TOTAL UNIFORM LOAD CAPACITY OF THE LATERALLY SUPPORTED BEAM. CUTTING. THE SAW KERF CA14NOT OVER CUT OR EXTEND BEYOND THE DIMENS!ONED OPENING. PROA STORAGE, SHOP, MAINTENANCE: 200 ����•C,I Ng ELECTRICAL EQUIPMENT ROOMS: 300 B CONNECTIONS EDESIGNED FOR AXIAL LOAD LOSWHERE INDICATED S ( ± 60) AS DN-6. DADHESIVE LANCHORS/EXPANSION INSTALLED OSCONCRETE, , � �� t9lt� SIDEWALKS: 250 KS, (+) INDICATES TENSION MEMBER AND ( ) INDICATES COMPRESSION. HE CONTRACTOR SHALL LOCATE EXISTING REINFORCING PRIOR DRILUNC AND ADJUST ANCHOR LOCATIONS AS REQUIRED TO AVOID CUTTING REINFORCING. AT BASE PLATES WITH ADHESIVE ANCHORS, t c C. MOMENT CONNECTIONS (MC) SHALL BE DESIGNED FOR THE MOMENT INDICATED THUS 60 THE CONTRACTOR SHALL FIELD-VERIFY THAT HOLE LOCATIONS DO NOT INT'=RFERE WITH EXISTING 'o N B. BASIC GROUND SNOW LOAD: 25 PSF AS FOOT-KIPS. WHERE MOMENTS ARE NOT SHOWN, MOMENT CONNECTIONS SHALL BE REINFORCING PRIOR TO PREPARATION OF SHOP DRAWINGS AND BASE PLATE FABRICATION. 0 C. WIND LOADS - (OSSC SECTION 1615 - 1625) DESIGNED TO DEVELOP THE FULL FLEXURAL STRENGTH OF THE SMALLER MEMBER. Ey �' � BASIC WIND SPEED (MPH) 90 D. UNLESS OTHERWISE NOTED, BRACING MEMBER CONNECTIONS SHALL BE DESIGNED FOR THE MAXIMUM WIND SIAGNATIQN PRESSURE Qs 20.8 PSF CAPACITY OF THE MEMBER WITH NO INCREASE IN THE ALLOWABLE STRESS. WT BRACING SHALL HAVE 0e/30/0, EXPOSURE CLASSIFICATION B A MINIMUM OF FOUR BOLTS PER CONNECTION. FOR OTHER BRACING, MINIMUM CONNECTION SHALL BE PIPE SUPPORT NOTES: a TWO BOLTS IN EACH MEMBER. D. SEISMIC LOADS x - SS-6. ALL ALUMINUM FRAMING SHALL BE 6061-T6 OR 6063-T6 ALUMINUM, CONFORMING TO ASTM B308 PS-1. PIPE AND ELECTRICAL CONDUIT SUPPORT DETAILS AND LOCATIONS SHOWN ARE FOR am 70NE: 3 THIS LINE IS ONE INCH WHEN SEISMIC IMPORTANCE FACTOR: 1.0 OR 8221. GENERAL GUiDELINE INFORMATION ONLY. CONTRACTOR SHALL EMPLOY DRAWING IS FULL SIZE. IF NOT OCCUPANCY CATEGORY: 4 SUBCONTRACTOR TO DESIGN, DETAIL, AND SUBMIT DATA AS SPECIFIED INCLUDING ONE INCH, SCALE ACCORDINGLY. SOIL PROFILE: SU SS-7. ALL STAINLESS STEEL BOLTS SHALL BE ASTM F593, TYPE 303, 304 OR 316 STAINLESS STEEL WITH SPECIFIC PIPE AND ELECTRICAL CONDUIT SUPPORT TYPE AND LOCATION x SEISMIC COEFFICIENT, Ca: 0.36 A MINIMUM YIELD STRFNGTH OF 30,000 PSI AND A MINIMUM TENSILE STRENGTH OF 70,000 PSI. INFORMATION FOR ALL AERIAL PIPING SYSTEMS PER SPECIFICATION 15090 SEISMIC COEFFICIENT, Cv: 0.54 ALL STAINLESS STEEL BuLTS SHALL BE TIGHTENED TO SNUG-TIGHT CONDITIONS. BASIC STRUCTURAL SYSTEM: CONCRETE/MASONRY SHEAR WALLS NAVY NAVFAC; P-355 PS-2. ENGINEER WILL REVIEW PIPE AND ELECTRICAL CONDUIT SUPPORT REACTIONS FOR �? B AND .ACI 350R REFERENCED FOR DESIGN OF ENVIRONMENTAL STRUCTURES COMPLIANCE WITH CONTRACT DOCUMENTS L. EQUIPMENT LOADS- AS NOTED ON INDIVIDUAL DRAWINGS R SPECIFICATIONS F. FUTURE LOADS: UNLESS SFECIFIC ALLY NOTED, THERE ARE NO PROVISIONS MADE FOR METAL DECK NOTES: FUTURE FLOORS ROOFS, OR OTHER LOADS. (DIVISION 5 SPECIFICATIONS: 05313) G. THE FOUNDATION AND 130.0'W GLADE STRUCTURAL SYSTEM DESIGNS ARE BASED ON THE MD-1. STEEL ROOF DECK SHALL CONFORM TO LATEST EDITION OF A.S.T.M. A653, STRUCTURAL RECOMMENDATIONS OF FOLLOWING GEOTECHNICAL REPORTS. QUALITY (Fy=33 KS!) GALVANIZING SHALL CONFORM TO A.S.T.M. A924 WITH A MINIMUM 1 No. 98-94, DATED JANUARY 25, 1999, PREPARED BY SQUIER ASSOCATES FOR COATING CLASS G-90 AS DEFINED IN A.S.T.M. A653. OTHER PROPERTIES SHALL HAVE THE FOLLOWING MINIMUMS: DIGESTER COMPLEX 2 c 0 2) No. 98394 DATED FEB. 22, 1999 PREPARED BY SQUIER ASSOCIATES FOR PRIMARY ROOF DECK: DEPTH 1 -112" WIDE RIB ROOF DECK a EFFLUENT PUMP STATION GAGE 22 .0 3) No. 98394 DATED MARCH 12, 1999 PREPARED BY SQUIER ASSOCIATES FOR I - SECTION MOMENT OF INERTIA .169 INA/FT. SOLIDS PROCESSSING BUILDING S - SECTION MODULUS .186 IN.3/FT. VULCRAFT TYPE 1 .5B (WIDE RIB) ROOF DECK OR APPROVED EQUAL. GN-6. PROVIDE ADEQUATE STR,JCTURAL FF'AMING AS APPROVED BY THE ENGINEER FOR ALL REQUIRED MECHANICAL OPENINGS THROUGH SLABS, WALLS, FLOOR OR ROOF DECK, ETC., AND DECKING SHALL BE CONTINUOUS OVER AT LEAST 3 SUPPORTS. EACH DECKING PANEL SHALL SUPPORT OF ALL MECHANICAL EQUIPMENT. OPENINGS SHALL NOT BE PERMITTED THROUGH BE ATTACHED TO SUPPORTING MEMBERS AND ADJACENT PANELS WITH 5/8" DIA. PUDDLE WELDS BEAMS UNLESS SPECIFirALLY DETAILED BY THE ENC °'EER. AS INDICATED BELOW: CL GN-7. CONSTRUCTION MATERIALS SHALL NOT HE STORED ON FLOORS OR ROo_ S IN EXCESS OF -THE NO. OF END AND SUPPORT WELDS4 Per 36" panel DESIGN LIVE LOADS PEFERENCED ABOVE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SPACING OF SIDELAP AND EDGE WELDS 12" O.C. } ENFORCE THIS REQUIREMENT. IMPACT LOAD:) SHALL BE PREVENTED WHEN PLACiNG m MATERIALS ON FLOORS OR ROOFS. MD-2. STEEL DECK IS DESIGNED TO SPAN UNSHORED. GN-8. SPECIAL INSPECTIONS ARE REQUIRED DURING EXCAVATION AND SUBGRADE PREPARATION, z CONSTRUCTION OF MASONRY, REINFORCED CONCRETE, STRUCTURAL WELDING, AND INSTALLATION OF HIGH-STRENGTH SLIP CRITICAL BOLDS. SPECIAL_ INSPECTIONS SHALL COMPLY WITH OSSC CHAPTER 17 AND CONTRACT DOCUMENTS. STRUCTURAL A NOTES t v 3 i r7 I a N O t S. 851h Ave,#2. 16580 Mo BUP 1999-00502 C) 6 of 40 v. Sheet Number p I C O 0O CD 8 - - ...._..r.......wAlYw,�..efi*....wrM.,.rr.,e�MNW..iw+Ye..eu.«w.....,-.,w.......+1.r« .........,............,..u......,.W........_.r..,.firiWlFV�il�Nwv.�wiOY'i4iiWidr...wr..w»w....w.. 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IF NOT X GROUND FACE CMU w BLEND (TYP) ONE INCH, SCALE ACCORDINGLY. - •• • • •' 411 11 x8 GLASS BLOCK ACCENT '.._.'._.:_..:._::..�.,_...:.•i i.,i....i_-......_L�._ _:-. -i...._..�_.,.rJ_.,�'M r• ..'..K.__.�.1L.._..•�L.w....f...._.tJS•',-•"W{._••.. _-.. -'-L.y�_ S •�i.'. _ .. _. -- . :� _ '._n.�_•.'.1 •. :.: Y... _ti.._.` � ; _. _... . _ _ 811x8" GLASS BLOCK (TYP) _ ' ,ti._.v,..,.,,{--.:r�..r.,r..:-•:.:_.' -... r:►J....1_e�..: .._:_, __ .._..,_:,.�:�-,:.+_•_:i:.....:...;_.:__'__'�'•_ _.:rr..r.Y•.1_.,:y_-_.-.;..._.-.i....-..,_._. La ,.s .. — - C O a ` - ---- - - -- - -_— - - -- o 4 CL •-c 0 o U U N N . J N -- i M 0 Z C' PRIMARY A NORTH ELEVATION EFFLUENT 0 1 /4"-1 ' o" PUMP STATION ELEVATIONS G 4n O t a 85th Ave,#2. 16580 a BUP1999-005 2 N U A of 40 Sheet Number N 03 01 Irl 0 302 In n. O NOTICE: IF THE PRINT OR TYPE ON ANY I-Jill Jill 1111I1I - I--I-- I- I I I 1 I I. lI - I I I lI I I �I - ( l I � I I I I I V d91 a004 IMAGE IS NOTAS CLEAR ASTHIS NOTICE, 5111�] ITIS DUE TO THE QUALITY OF THE Na 36 ORIGINAL DOCUMENT VIIIF. it I� IIIIIIIII IIIIII�,II�I�IIIZIIII�II9IIIII�I �IS►IIZIIII�III�IIIII�IIIIIII►I�I��II�IIl -- -- ----� -- ---- l--� 6 Ill��ll�lllI�1l►Il7I�� 111611 ►�IlllSlSlll �I���IlI� i�1, ����111 I�l �1II��it►l 11rl1►u► ►l� 1111111 1 ����I���� flu ll�l u�l SII lllll�;llll leu uull�►il iil I' 6�f ii A B C p E 97'--10" 34'-4" 22'-8" 29'-6" 1 '-4" 10'.-0" 1'-4" 33'-0" 1'-4" A 1'-4" -_— 27,_.6" 2'--0„ - I, -- X09 13'-9" 13'-9„ � 4 - 3'-0" 16'-0" HDR Engineering, Inc. I � GUTTER L CUL LOW POINT CONCRETE HIGH POINT -2" I - UNWIEDOF HING ON COUNTY GENCY FILL TYP 00 � - -- - - ., �- . - � -- --- -- - - -- - -- - - - , , "XI_� ' , ., - - - --- - - - - - - - - , - ., - � DURHAM v ---- I I _ FACILITY � ❑ .. ' .. ACCESS N � 4°' FD I I �. l� w ❑ , � 3 -0 � LADDER �? -4" I I —IN 310 0 �] _� c� I , T/ SLAB PHASE 3 rn ��' 1 _J / _ _ I I EL 153.00' I ` i� 0 / ❑ ' SLOPE .- b - - o I I EXPANSIn�I I I - — I o I ►- II I z i Q' r� a0 - 4 RADIUS -'- T/ SSB ❑ 0 2 I w TYP ., EL 150.08 ❑ I o II N 5 -0" 314 _J TYP EL 150.00' TYP I Project Manager CSA SUMP TYP 1 00 \ I I J B. WILLEY-- El .. �8%18% Designed C14 4 -3_ \ /DEEP SUMP ❑ 13'-9" '� — D. MARTENSON 00 i ❑ I I - - - I — I ❑ SLOPE 0 Drawn G. JOHNSON C N a T/ SLAB EL 0 ❑ i� - - - - _- - _ --- I _I I - 4" I ;� Checked 150.08 ❑ 4 FD D o _ R I - AI T _ ❑ SON 0 - - I _4" - - _ - -N= - - - I 0 D. MA EN-- - `1N ao 5'_U" 1'_6" ❑ - - I I Project Number a0 -r- - - T/ SLAB � I HP EL 00 6" RADI S I I 4,-U„ OOt��9--436-102 ❑ i 00 153.17 I Date N TYP , ., II NOVEMBER 1999 - - -- -- - - - - - 5'-0" (TYP) \i T/ SLAB T/ SLAB T/ SLAB ❑ EL 150.08' � - fY I - FI_ 153.00' I a� I EL 153.00 , �'_ T/ SLAB EL [] SLOPE o T/ SLAB - 0 of I I z ��D PROFF 137.50' I I EL 150.25 �_� I - - - - -- SII a �g°� �ixplo 100 ❑ m I - I vw C C , ❑ T/ SLAB EL 153.00' I I 4" FD 30 19711 Ed 6'-6" 1'-C I I I `n " \ ❑1 ," SLOPE I SLOPE 4 - - — RE 0 N . „ i I ❑ I 5 1/2 a „ „ � - - �'� Y05, , 01- GUTTER \ ( - rGUT-TER 3 -0 DDA x 4'-7" J -o R J`� o °° DEEP SUMP I N FAY B. a�,0 N I I ❑ 1 W // \\ QIP 5 1/L" �n EXPIRES 06/30/01 " I _ F-1 CUTTER T/ SLAB M I EL 150.08' --T/ SLAB I -`_ REFERENCE PCINT I / ❑ EL 150.25 > N 641 10.70 I 10 _0' " o ❑ SLOPE 0 0 -- - THIS LINE IS ONE INCH WHEN E 7620666.68 i �� I /� N \ - / I 0 DRAWING IS FULL SIZE. IF NOT ❑ '` - 8" 0 PIPE BAFFLE ONE INCH, SCALE ACCORDINGLY. v � -�-----PERP LOG STOP LOG MFOR.UIDES / ❑ _ � SUPPORT COLUMN � - // - ❑ I (TYP) \ I I WALKWAY 4 -0" x - a �� (TYP OF 4) o -- 9._6„ I L _ 2,_0,. POST TYP a / UJ a� =IN 4'_3„ 1 it I i I o = II - % ❑ 00 -I f - T/ SLAB _ 314 �i TO I I o N fi T/ SLAB EL I _ ❑ EL 150.08' TYP I `�' _ 0 150.08' I _ ❑ 0 0 10'-6" - - - -� - CD �' I I o SLOPE c� _ 00 00 _ I � II 18"x18'%K6" - t- I DEEP SLUMP ❑ z I 0 a co I I a SLUICE ATE i — J i I I U . WALL THI BLE o /� I o SIMILAR 1 - - -- - - - - - - -� I I � 15070-01 4" FD II o_ I ❑ 309 „ 3'-4" 15'-5" (TYP) -1 - I — fl a SLOPE o I -- - A z rB rn O _ j T/ SLAB I I N o- 308 0 0 0 o cn r` , I ��' 4,. FD 310 \` T/ SLAB ❑ a EL 153.00 I ? -4" 0 3 _J310 E3'- 0" EL 150.08' ❑ � i i�� - - -- '� � _- 4" DRAIN - - - - - - _ ._.--I _J T -- ------ - ❑ I I - - - m --- ---- - ---- ----- -- - - ---- - - -- - -- - . I I z 4" Fp � - I I A u 4" -3/4" PRIMARY EFFLUENT PUMPING STATION A � 31 ? - o FOU!VDATION PLAN N - — — -- 311 --- -- ----- UNLESS NOTED OTHERWISE ON PLANS OR SECTIONS, ALL CAST-IN-PLACE CONCRETE WALLS AND SLABS IN 300-SERIES ARE REINFORCED WITH A T/ SLAB EL n MINIMUM OF #6 BARS AT 12" EACH WAY, EACH FACE:. SEE 900-SERIES 153.00' a — — — r 22'--8" 1'-4" �' .9„ 85th Ave.#2, 16580 � --- - - DRAWINGS FOR ALL TYPICAL_ REINFORCING NOTES AND DETAILS WHICH 1'-0' �� APPLY TO CONCRETE SHOWN ON THESE DRAWINGS . --- - _ ____ -- ---- _-- - -.-- ------------------___—. __-- BLIP1999-00502 N/ vms rB 9 of Ji? ora - - - - -- - - - ,ii&_ B 31 I Sheet Number rn -� 309 ytn , - -- - - --- -_- FOUNDATION PLAN 303 r �a SEE DRAWING 313 FOR CONTINUATION 1/4 " = 1 '-0" N a a NOTICE: IF THE PRINT OR TYPE ON ANY I I . Ill Ili I I I I I I I III III III I ' ill " i i ' I I I II I I I III III I I I I I I I I l f III I II III III III I I I I I I I III III I I III III III III III III III I I III III III III III III I l l i l l l I I III VIII I , a4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I i t -- I 12I ITIS DUE TO THE QUALITY' OF THE L No 3� ORIGINAL DOCUMENT f t, 817, 8fZ G Z 9fZ 41T, ib Z E Z Z [Z O ti 6[ 8r[ G i 9 l 6 i E t Z[ �t [i t 8 �S 1IG II l9 119 I It I tE Z I IIIIIIII ILII ILII Illilllll��llllllllllllllllllllllllllll IIIIIIIII ILII ILII Illi fill ILII IIII�IIII ILII ILII IIIIIIIII IIIIIIIII�IIIIII1II ILII 119111,11J IILII Illi ILII 11 If Illllllllllllllllllllllllllll�lllllllll IIII�IWWlllllllllllllllll11111111!illlllll.11l � llllll�l �i�IlNlll a7 C7?" w—) FOR FUTURE D/ E 97'--10" CONNECTION 11'-4" 34'-4" 22'-8" 29'-6" 110'_0" 11_4" 13'-9' -! 15'-9.. 1 211 I I -- I 309 ---------_ I HDR engineering, Inc. D I 1 1 (o --- � I -STEEL PLATE I � I I - -- SEE DWG. 313 1 i o o I STOP LOG GUIDE BLOCK-OUT I 1 1 ? 1 08G1 105 1 1 I - I UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY 1 1 _ - - - - - ---- - -- - - -, - - - - - - - -T-- --,- - - - -�- - - - - -- - - - -- - - -- - - ---- - -,--- - - -- - -- - - -- - - -_- - - _— - -- - -- - - -- - - - - --x - ., - II _ I DURHAM \ FACILITY A 1 1 31 U 9'-0" 11_0„ 1 PHASE 3 EXPANSION I r• � 1 FER I ---- BLIND 1 00 FLANGE 7 - BLIND 42" PE FLANGE C- -- a I — TO _ - -- - — - 1 - -- - - - I l - -- -- ► AERATION -- - Project Manager II A I BA51N N0. 5 B. WILLEY' ' INITIAL PUMP COLUMN FLANGE-PLAIN I I Designed ^ END WALL I - _ D. MARTENSON o / l CASTING Drawn T/ SLAB EL o \ / TYP OF 5 olu — N G. JOHNSON - C 150.08 I - 0D - - FUTURE PUMP COLUMN ' 1 42" PE Checked N O \ it � _, •_- D. MARTENSON --- n Pr Number - - - --- - ____.-- 1 I I ►TO °ler O8G 10104 \ - - - - _. I II AERATION �J0039--436-102 I Y - - L � u• BASIN N0. 4 Date! METERING 1 NOVEMBER 1999 ROOM I - T/ SLAB EL �� VORI EX BREAKER PIPES 3�3 137.50' - ��C PR�F�s� �\ 00 - - - 1 O ��,1Nh 11 HP SLAB EL -� I I 19711 1 -9 \ 41 6 -6 1 -9 / 0'- - 153.17' ' 1 t�42" PE L 1 0 0 \�� \ i n _ ::: ►T 0 �� �9y 05, • - - I -- - - - - --- - - — --- - --- - - - - - - -- FRFvi/ Vi AERATION Y B. a 1 . - a I BASIN N0, 3 16��1RF's oa/30/01 C.L " ' ' MOTOR OPERATOR TYP. �- 0 4 T I \ 10'-0" TYPrc I - - — N THIS LINE SONE INCH WHEN % G 110103 �l 309 00 DRAWING IS FULL SIZE. IF NOT ! 1 42" PE ONE INCH, SCALE ACCORDINGLY. w L 1. O Y _I T/ SLAB EL 153,.00' W n -- - - - - - -- - I I - - - ►TO I I I I AERATION B 00 l 'In, — u I BASIN NO. 2 o 1 °J 8"0 COL. _'� T/ SLAB EL o SUPPORT PIPE — INITIAL PUMP COLUMN �► - - - -1 ,`f 150.08 1 1 -9 - a, I - 312 00 -- 0_ ,-- { I BAFFLE I 1 - 100 3'-9" I COLUMNS r \ - -0' 16 -0 _ T 8'-4 f I TYP / SEE 2/308 -� FUTURE PUMP COLUMN 42" PE o C o _ 1 0 1 1 II AERATION u / 1 BASIN N 0. 1l ai � T, GRATINL =IN _ I ' �� 1��w r, EL 159.00' � 2 -2 to 1 o L32O�8)j r` , - - - o u \ -I .- --------- ---. ------------------------ --- -- ---�_ \ Z I I T/ CONC CONCRETE FILL T/ SLAB EL 1 1/2" R CESS i FDj EL 167,50' T/ CONC EL 164.00' / A 161 .83 FOR SLAB ,'I�' UI' _ PRIMARY EFFLUENT A (TYP) NOTE 2 (TYP) NOTE 2 ! ____--_-- 312 BEARING � L. PUMPING STATION p - --------- --- -- - A LOWER PLAN Cn ---- c - � T, SLAB EL 153.00' N � 1 l 1 ...011 NOTE : d -• -- - - - - -- - - ----------- -- --+► +------- -- --- — -_-_-- --- - -- — - +- - .. _.._--_ - ---- --- - ---. �__� 85th Ave,#2, 16580 r --- B U P 1999-00502 N� rB'�� B 1 . SEE SHEET 309 FOR GENERAL NOTES. ���r �� ITCN 1r1 m a 31 2 309 31 1 2_. TYP t OR ALL 6 CORNER FILLETS Sheet Number LOWER PLAN �INC`JVN. REINF. W/ #4 012° EW I, N O -- r _ .. x .y - -- —_.. -- - q" 1 �� OUTSIDE FACE, 2" CLR. 4 " ° SEE DRAWING 313 FOR CONTINU4TION N `F y NOTICE: IF THE PRINT OR TYPE ON ANY I I III I I l l l l l l l l l l l 1 1 1 1 11 1 1 1 1 I ! l l i l l l III III IIIIIII IIIIIII 11111 I I l 1 1 1 !IIII 11 11 11 1 1 1 1 1 I!I I I I I !J I I I I I I I I IIIIIII IIIIIII I I I III III IIII I I I I I I I I �I I I I I III III IIIIIII 1 1 1 III V I I I�'I �'�I I I I ��) � I I 3 4 6 ( - IMNGF IS NUT AS CLEAR AS THIS NOTICE, � _ -il -- _�l _L__ _ _ ��I -_ _ -� _ •_ - -_ _ _ .. _�I- --- _- yl ITIS CLUE TO TIDE QUALITY OF THE. No 36 1 II �I I IIII Illi IIII�IIII�IIII�IIII III! IIII IIII IIII,IIII IIII ►III lillillll IIII IIII II i illl Illi�illilll i illl Ilii ills Illi Till Illi ills Ili illl�lllir�lll, sI I t s Z 1(9iY1 M ORIGINAL DOCUMENT LZ l ct blZ f Z Z [Z c►Z f;;[ t t8 IIIIIII I ��IIII�,I VIII I I I I I I I I I I it I I�I�II�III IIII IIIIIII�I Illlll.11111ilit ulllll 11 U1 1 1I1�IU ��111 1 A B C D �E 1 1'-4" 34'-4" 22'-8" 29'-6" I I 12„ I S%-1 2'-0" 2'-8" 3'-4" 2'-8" 2'-0" 3'-4" 30'-0" D I IDR LEngineering, Inc. � r TYP AT D SCREEN WALL 317 318318 318 317 LADDER R OF UNIFIED WASHINGTON COUNTY CY IT DURHAM 1 12" SIAB - N �� FAC I LITS EL 178.00' �' —•-- - \_T/ SLAB EL 178.00 / \ n PHASE , D I i I / 48x48 \ �' - 30, .I \ --I'- - --- 00 EXPANSION - - - - - - - - - - - - - - - - � — — –al X J_ _ Li LLJ D 1 0 '17 iv J ', J i Prcr�t Manager B. WILLEY a- T/ SLAB0 x - P3� EL 178.00' SLOPS � Designed i� �- - - - - -� - - - - - - - D. MARTENSON --� \ C� LADDER 0 — - --- 14 - Drawn C 1 I I I SLOPE- 4ol FD-1 , RIM EL. 177.75 = ` 4 4 \ ' �/ D. HOGAN 1 0 42x 2 ; _y__. - - _ - — - _ _. _ �� 36x36 (INDICATES I LADDER Checked I - T/ SCREEN 111 _ HATCH SIZE IN INCHES. TYP) 05505-08 �� •-1N I I v I WALL EL I o 10" FACE OF WALL Pro;ect Number 181 .00' II II \\ (TYP) 00039-436-1026-102 y 12" WIDE Date i j j I N ELEC ROOM \\ O CURB NOVEMBER 1999 � I � 301 / , C- 7 \ \ I I / T/ CURB EL 178.50 ��D PUFF Ef 1 I i I LLJ a - T/SLAB 178.00' - -_ a/ \ I T/ SLAB EL T/ SLAB EL o vT/ I 170.60' 170.00' .,� SAB I �__ TYPE A_HATCH T/SLAB (SLOPING) Ln 08305- OO1 Y I I I EL T/SLAB (SLOPING) ` - j I L 36x36 W 178.00' TYP ALL HATCHES )'05 _� -- - -- - - --tet - -- - — - THIS BUILDING Vi j I / -- 24x2-1� o U - SLOPE --_- SLOPE -� _ EXPIRES 08/30,%01 LD I rE� M 1 1 I I 317 0 EL 178.00 f I i - - - I I I {-------- THIS UNE IS ONE INCH WHEN T ( I I , , / / , , \ I DRAWING IS FULL SIZE. IF NOT 1 I / N I ONE INCH, SCALE ACCORDINGLY. .- '�-177 58 B EL a 8 1 o -- I 00 I I I j I 111 _SLOPE 1 0 B C0 I i w I IIL� N = 4" F1111-1 ,7IM I 1 4" FD-11 , RIM 1111 0 I `"�TYP 3 1 El_. 177.75 _ I � � /� -- - - - - - - - - - --\ -� `�' 42x42 / / • �\ I 1 i T/ SLAB EI_- / 11 o 11'-0" ' - I I (=, I ---- - ; {- I 1 178.00' L \1111 NLL�A / 1\\ // _ _ l I o MECH ROOM -- I v' o I I 1 0 'a I I OD1 � _ i o G r6 TYP n 1 I T/ SLAB EL 178.00' / -- I 318 �\ \ I I ^- - - - - - - - - - - -- - - - I I - - 317 --J i - Oi -i ► \\ _ j I - - - - - - - - - - - -- - - - ®.. - 12" SLAB / / \ / I I oD EL 178.00' T/ SLAB mac, I EL 178.00' 1 318 � - I I ^1 317 ` - 6" WIDE- DRAINAGE SLOT m 11 A I -- - - -- _ - - ----- - --- - - - - -- - - L ,. 7711 p I PRIMARY EFFLUENT A I I I E a ! 305 I _ _ _ _ _ __ __ _ .__ __ _ _ _. _1 PUMPING STATION _ - '' - WEST JAMB 10/,,18 o i I 3, 7 - - - -- — -- — Y -- ARCH FLOUR PL�`,N EAST ,IAMB 15i�318 j 1 M 2 1 o — a �'-4" 2'-0" 2'-8" 3 -4,. 2' 8'• --- -4 3'--4" 319 z6,_0» 319 » is NOTES : 851h Ave.#2. 580 „ BUp199 - 5 1811 2' 0 B 11 of 40 1 . SEE SHEET 309 FOR GENERAL NOTES. s0 3 -------- - - p Sheet Number N o �� 314 UPPER P LAN 2. WORK WITH SHEET 306. 305 i tn � � NOTICE: IF THE PRINT OR TYPE ON ANY 11ll � jl Ij11111 � j � IIj � I� jlllll ijlllllllji I ' I IIIIt11lI �Illl1'I�Illlf VIIILI IIIIIII I �IIIIII ' III , II IIIIII IIIIII 1111111f1111 11111111 1111111 111 !1IIIIIIII 1111111 II ! II 1 � a� �W4IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 - 4 5 61 1111114 8 11 11 1_l I . -W_ --_--_ 1 - 1 \ ITIS DUE TO THE QUALITY OF THE No?e ORIGINAL DOCUMENT s 6Z-- ez --- -- 1 � _ -1 I 11 LZ 9Z j 4Z 61Z BZ ti iZ U1Z 6I B [ Li 9[ 9 [ 6[ El[_- Z[ 1 [[ >f 6 e t .. 9 9 ' �� �� � illllll�IIII�IIII�IIII�Iill�ll�lllllll►��� �►�► �IIIIIIII�IIII�IIII ►�III���� i�l�llj�► II�III��I ���111�j11���1f 11j� ►����������jj�(���� �►I�Ij��►I1j�jlj��� 1��jI�IIj�j11T�jljll�((11�i111111►j1► I►jj�,j►I jjjjl►Il►►Ll111;11111111IJ1►l,I11111.L1��llLl I 1 AD E 97'-1 C" 11 4' 34'--4 -- -- - 22 29 LEDGE EL rA - ' 172..00' 10'-0" * 1'-4", 10'-0" --- 611 211 —T/ CURB & ALUM HDR Engineering, Inc. LEDGE EL LEDGE EL - CHECKERED PLATE SEE A/311 CONC WALT_ 1 - 5.00' 173.00' SCREEN -I �� I EL 178.50' ! 7 HR THICKNESS INCREASES ® I - - -- - - - 12" CMU (TYP) rD WALL. 3'_0" LEDGE EL SOUND ENCLOSURE „ LADDER 177.00' TYP AT EACH PUMP ? -�_ `O I 4 -U /POST SEE ! SEE SPECS � � - 13/319 UNIFIED SEWERAGE AGENCY 11 11 / ( OF WASHINGTON COUNTY CLEANOUT TY INV EL - - - - - --- - - - - - - - - - - - - - - -- - -__- --- - - ---- - -� - -- - - - -- - - - - - - - - -- _ _— - - -- - - DURHAM ( OF 6) 158.00' U - - - ���T--- ------ --� r � -� i _ — I 8„ ! I T SLAB /I / \ o C I FACILITY INV ELS `� I /� I , I EL 178.00' / // \ 311 (HATCH) i PHASE 3 310 171 .00' 4" HIGH / I \ \\ I I I % I I ACCESS $LAIR ,.// HATCH \ ' _`�-- VERIFY SIZE AND - — - -_—-- - - - -� - _ _ _ 1 1005-01 -- -! -- - + I '� —�- - LOCATION W/ HVAC I EXPANSION - / - - - - - - _ - _'N I i i \ - - 6 WIDE x 6 HIGH I - - - - - - - - - - - - i \ ,/ j ' 1 i i \\ ! 1 1 1/� HATCH �-- -,t I DWGS , 1 . \ ' , -} FRAME DRAIN SCH I 6 CONC CURB (TYP) AT i 1 �- -�16" FAD - ! `�' ' J I I I 80 PVC -PIPE DOWN I HATCHES 1 I x / ! 03P 1 006 TO �L 153.00 I I I �� - I---- '- -- -- - - -I - -I I _ -� Prc;ect Manager ! - - - - - - - - - - - - - - - - - - -- - - - --- - -- - - - - I - - � -. !- T -5 1 2" CONC o 08P1 005 ! INITIAL PIPING I I 3-24" LONG SLOTS IN 1 " I I B. WILLEY PAD FOR / I I ! BAFFLE WALL SPACED I I 6 WIDE NOTCH IN I - - - ! { ! I ! 1 V STAND ix> �i -� ! (_ _ _ _ _ I IEQUALLY BOT OF SLOT I CURB FOR DRA;NAGE I Designed ! I I I SLUICE GATE I } TYP \ _I - \ i ELEV 174.50' 1 I ! D. MARTENSON 1 -��� BOT EL 178.00 ! I I I 0810102 I III // / - i \ LI �_ LADDER I Drawn 01 T I I ID FLOATSWITCH ! 05505-08 I \ / T11 G. ,JOHNSON I I I I 4" FD- HATCH \\ i// I / I I 08LSHH 1200] I I _ ADDL 10#7 ® 9" T & B C ! w I I w I ;� � \�` _yam- -(- - - - - - - I I I FULL WIDTH OF ROOF Checked o I I o I * 6'-1 * I SII �� I FU ! LEVEL ELEMENT I I I cn { I O- I I I I 1 FUTURE PIPING I I - I 2"FACE OF WALL I I D_MARTENSON-_-_ 00 ' I I I I t)- I I 08LIT10102 I -- - -- _ - - - - - --- --- - - -- - - - -- - CONIC PEDESTAL TYP 'I I N8LIT12001 I I �� Project Number I _ ,1 I I -- - -- - - -- - - - -- _ - - - - -- - - --- -� 00039--_436-102 ! I I I I1 I LEVEL ELEMENT I - - - -- - - -- - - - - ------ - - - - -- - -1 - � 15090-01 2 -8 -- { 1 I I I r TYP OF 2 I o [0�P:l 00� I , ! 1 10"WIDE I Date I I L __- J I _ 1 I I / \ o CURB ' I NOVEMBER 1999 5'-0" ( 2'-0" ) 60 /.1 "^ 1 I / \ I I 12 CONC SLAB I I ! I I r -- -� I I / \ I /� I /HATCH 1 1/2" 1 T/ CURB EL 178.50 I In T/SLAB (SLOPING) I 1 I 1 I I I I I � -j l _ --- HATCH I r 1 ��o PRaFFs T/ SLAB EL J T/ SLAB EL I I I 1 1/2" HATCH /3 _0 I o 12" CONC SLAB I -� + � I - FRAME I I I FRAME DRAIN / I I I I T/SL-AB 178.00 / / I \ -� I ` F I INP I :n I i / ( ' ' \\ II I°- DRA4N SCH 1 10.60' 170.00' Ln 711 Val ! i C 80 PVC INV EL, _I a r --ol - iv - I PIPIT DOWN _ SLOPE I 158.50 of I I CONC SLAB �1 ��� `n TO EL I - ' - - ATCH I T SLAB (SLOPING) I ! T/ SLAB EL VARIES { I- - � I - � � '- - `~ - - - - - - - - - - -- - - -- - - - - - - - - - - -I-- / ) 161.50 TYP - - r- - _ _ - - -- - - I �F 051a I -+ rtLU V _ e HATCH o ATC G8P1 003 I SLOPE �I1 1 SLOPE 1 - I r MIRES 06/30/01 1 iv ;' I 1 1/2" HATCf I ,- - I I I I I 6t-000 6"-..FAD � I I - FRAME DRAIN SCH / I o I 80 PVC PIPE DOWN / \ \ 1 i i /� I1 I T/ SLAB EL I DESIGN LIVE LOAD: DESIGN LIVE LOAD: 1 a 1 I I INV El_ `� I I I ;' I \ \ I I // I I 178.00 I I 200 PSF _-.1 _, +— 1 ,200 PSF CONCENTRATED + I - THIS UNE IS ONE INCH WHEN 1 ! I I 171 .00' I ' I TO EL 158.50' TYP T/ -I -- i ` I I ON 10' x 10' AREH +200 1 I i \ t DRAWING IS F!JU_ SIZE. IF NOT SLAB \ �/ I I \\ I I I GUARDRAIL I PSF ON REMAINDER OF RuOF I ONE INCH SCALE ACCORDINGLY. X I I I I ' �� „ EL \ _ .. 1 LP SLAB EL I 05522-02 i I ' - -- I I 4 HIGH � 178.00 � �• � I 177.58- 11005-01 77.58 I - W- - - I 1 1005 01 EMBEDDED P k I I I I P I 08�JT10101 ( I � 7'-10" SLOT IN WALL I I I ! �^ SEE 1/309 `-'oN 1 I I I I - - -- - - - - -- --- - - -- -- -1 - 1 BELOW. 1T EL 177.00' 1 I I a I „ 1 II i --- - - -- - --- -- --- - -- - - - - - -- - -� - -I B/ EL 75.50 (TYP) !I I I o w w B I Q I 0 * 6 -10 I I` I 08 P 1 h 002 I 411 I 2 D TYP I I . ,. �, I 1 1 = ---I I r�1 I I _ I I 2 -0" — 6'-9 _ , -16'-9 - ! I I I I - 1 1 1 ! I " ( HATCH 1 4° RD-2 4„ RD-1 i /NI I I 1'-1o" 4 n I 1'-6" 1 ---� -�+-- f I � L- � I I I I SLUICE GATE I \\\ _ ,�/ _I _ _ — I I I 1 2'-0" I 16'-0" (TYP.) ORG 0101 I I - \\ _ r- �- - 1 .. I � o L � I I I �\ - i DOUBLE MG9ULAR (TYP.)I c I I L-- - - - - - - - - _ � _1 4'-"6" 3'-6" - - - - - - - - -- - - - - - - - - - - - - - -J - -•3 1/2 HIGH PAD MECHANICAL SEAL I in cc 1- - Imo-- -- _J- -- - �/ (TYP) SEE PAD { SIMILAR TO 01800-13 - - - - - - - - - -- - I .-- - - - - - - - - - - - - - - - - -- - - - - =-.._� - --I,�� DETAIL 11005--01 �----� - -�--- I TE ESCOPING OA" FD 08P11001 I I ; WITH SEALANT AT TOP I I TYP. CENTER OVER PIPE 1 INV EL - 1 V VE I I I OF FLOOR. C ( , ! i I I I ( P OF 3) TYP OF 5) 6 WIDE NOTCH IN CURB FOR I 1 158.00' I T/ SLAB / i �� i 1 I ( 31 G DRAINAGE BOT EL 78.00' EL 178.00 i I 1 - _ -- _ - - - - - - - - - � iv 1 i 1\ I I -- VERIFY SIZE AND I 308 �- v INV EL --\ I � / I I `, _ , , \ / I LOCATION W�' HVAC I 1 \ / I I -SEE SHT 307 FOR STAIR 1 \ n 157.00' ! I I �--� -_ I , - •I \ I „ I I ROOF FRAMING SLABNb/ I DWG SC I I �, 8 V I I00 1 =-- '-'�- J+- --- - _- - - --- _ -- _ - - -- - - - - - - - -- -- - - - - - - - -" - - - - -� ao C 1 TYP ; i I __ i 1 - - - - -_ - - - - - - - - --_ _-- - - - - - z I z 1 '-0" z a, I I I I I 22 FAD 16 FAD -� I I Q �,, o _ I I o I T SLAB I I I \ o a TI : I ' / [� I PI�IMAFiY EFFLUENT 11 I A _ ;�, SLOPES NOTE. A I I 1 I INV EL ( I 4 cn w 312 I I I - - - - - - - -- - -- - - - -' EL.. 168.50, ACTUAL DIMENSION MAY PUMPING STATION 1 , ; ,, , 171 .00 , , ;: r - - INCREASE D`-PENDING )N UPPER PLAN FAD TO ODOR \ �LDG��L ----- -- -- SCUM TO I CONTROL SYSTEM \ ! LENGTH OF STOP LOGS EXISTING I 177.00' L �. a FURNISHED. SANITARY SEWER 1 I SEE DPAWING 110 F[_ 178.00 - -- -- \ --T/ LANDING 'l)i 1, x FOR C0,4TINUATION. A -_--_ \ EL 171 .50' tt�� I L. 168.00' L FAD TC ODOR 311 ____-_ �� p EL 169.00' - B D CONTROL SYSTEM NOTES : �-- -- EL i 78.00' 1 309 31 1 BUP1999-00502 2 85th Ave,#2, 16580 z -- 3 N� SEL DRAWING 1 10 FOR CONTINUATION 1 . SF.E SF�.CET 309 FOR GENERAL NOTES. ------- 3'-4" 25'-2" 1' 0" 12'-3" 1 ' 4" 15' °� 30 2. SEE SHEET 305 FOR SLOPING SLAB UPPER P LAN _ L_� ��� Sheet Number -- - _ -- --- -.W. ��- ---- - - --------� - - - -- __ _- - --.-. . ---- -- - ---- _-_-- ---- --- I --- M.O. w M I.-- _ _ �/''1� C,10 ELEVATIONS NOT SHOWN. SCALE: 1/4" _ 1 '-0, S14 I C-J� 1 _—Lu_ - 306 'n I.L —0 �k ,,x •y. y, ,,i .,,:.._.._,'cart ..:; rtw, :a ,.aytr-ar- .'w, _.-._. . . ..,....-... .. .. n �.:_.. _ .,. _ _._ .. -. .. ..•te• _Mwm . . - - NOTICE: IF THE °FTINTOZTYPE ��NANY rlr(I� �II � III � I III IIII� IIII I IIIIIIIIIII III IIIIIIIIIIIIILI tltltllllllllli III IIIII �II �II II! Illlill! II t IIIIIIIIIII'IIIIIIII►IIIIIIII I IIIIIIIIIIillll I IIIIIIIII�III I � III ; IIIIII � li ��Q a�� �(�l� IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 � 3 � cJ� h $I 10 � �� CJ IT IS DUE TO THE (DUALITY OF THE No.3E ORIGINAL DOCUMENT Rf G 8 Z -- L Z 19 Z fi�l fi y £Z Z i 7, O Z 8 i 8 l L t 9 t 9t 6 t S l ZTt t�iJ [ l8 B L 9 4 I fiIIIh ►II� I I rel I N B AA 8AA 8 8 54 I 11' IT --0" 12'-8" EI. 193.83EL. 193.83 EL 193.83 EMBED PL_ 1/4"x4%6" W/ 2'-0" 8'-8" 2'--0 x4 " �— —_ --�— 1/2,1 EXP JOINT -- ��+�- —__i � - � . • MATERIAL • 2-1/2 0HEADED S7UD� @ 4" OC CENTERED ON PLATE HDR Engineering, Inc. D C ;. 8" HC PLANK � EA WAY. ENCLOSE HEADED = 4 3 307 cam, �„ 1/2" EXP JOINT • STUDS WITH #3 HAIRPIN REE3AR ' = C', I 319 1 E 319 1 -#4 DWL @ EA I MATERIAL W/ SEE DETAIL E/307 FOR HAIRPIN �I N 1/2" EXP N GROUT KEY TYP o 4�_oil i `V JOINT SEALANT SPACE 0 48" OC MAX - - - --- JOINT MATERIAL •` I 104IMED SEWERAGE AGENCY --�— 8 I-IC PLANK OF WASHINGTON COUNTY 8" HC PLANK _ - • CONIC TOPPING SEE PLAN o +' BRG CONICTOPPING o 4" BRG CONIC 'TOPPING o GROUT FILL �N TOPPING EL (SLOPING) (SLOPING) SEE 3/319 DURHAM .I + 9.5" • - EL 190.67 / EL 190.67 EL 190.67 FACILITY 0o I _ — —_ 4" x 8" CMU------ - 01 O ELECTRICAL 4AA x 8" CMU J t -- - BEARING PAD _Tr_ ------- -- -- , ,A _� PHASE 3 ROAM CONT • 1/2" ADHESIVE ANCHORS 4 x 8 CMU - 1 -#4 DWL 0 EA = 4'-0" ® 16" OC W/MINIMUM EMB. 6" FILL CORES SOLID - -- N EXPANSION V BOND BEAM - W/ 2-#5 CONT GROUT KEY TYP of W, CONIC / / TYP ixl - HCU PLANK TO iv i 2" BOND BEAM a I PLANK CONNECTION W/ 2-#5 CONT 12" BOND BEAM - �� / •L 6x4x3 8 CONTINUOUS N rA SEE E/307 (TYP) • • _ L 8x4x1/2x12'-0" CENTER W/ 2-#5 CONT • ° • W/ 1 - 13/16"0 x 3" V1 1 307 BEARING 'DAD ( _1 OVER 8'-0" M.O. (� SLOTTED HOLE & 3/4"0 Project Manager CONT -�; ADHESIVE ANCHORS 0 .� A 48' OC B. WILLEY - SECTION Designed SCALE: 3/4"=i '-0" 307 - - - -- w � � D. MARTENSON o -r Drawn 00 SECTION�'�\ S ECTI O N B SECTION C c. JOHNSON C I SCALE: 3/4"=1 '.-O" 307 SCALE: 3/4"=1 '-O" 307 o° I 8" HCU T/ I Checked t. EL 190.67' J. GLOVER W FIBER 2-1/2 DIA STAINLESS STEEL EXP. Project Number REINFORCED HC PLAN GROUT KEY PER SOLTS ® $" C ® EACH LIGHTWEIGHT 1" COMPRESSIBLE FILLER ANGLE 00039-436-102 CONCRETE SPECIFICATIONS Date TOPPING (1" -GONG. SLAB NOVEMBER 1999 MINDRAIN) OF B �' OR PRECAST PLANK 307 > ��� P�r�/C�C�, r+7 ' 0011_ fi ` t v fir,IN � \ 197 r - - - - - - SEALANT AS REQUIRED �- SST L 4X4X1/4X12" @ 4'-0" • C/C EA. SIDE. B �� �� ,A 9y 05. C, EMBED v 1/4 3 EMBED PL 1/4 x4 x6 W/ BOND- B 5. CONT. , FFR£Y 0 307 2-1/2"0x4" HEADED STUDS / PL 3/8%4% 0 4" OC CENTERED ON PLATE EXPIRES 08/30/01 a ' EACHEA AHOL OWEND, EA CORE UN'DEU00 a/ MASONRY OR CONCRETE a _I r F ENCLOSE HEADED STUD WITH #3 HAIRPIN o I 2 -0" z REBAR THUS: 2'-0" THIS LINE IS ONE INCH WHEN X07 I I--- - I DRAWING IS FULL SIZE. IF NOT a - MIN LOAD CAPACITY = 2,500 LB/CONNECTION ONE INCH, SCALE ACCORDINGLY. w I MASONRY WALL SUPPORT rF ----- -- - - - --- - HOLLOW CORE 307 - - - r RD-2 RD-1 N ! PLANK—TO— PLANK CONNECTION AT PRECAST SLAB o B - ► SCALE: 1 "= V-0" '-0" 307 NO SCALE LLJ I- I 00 Q O N I I C I a I I I i I I I _ 7 TOPPING EL �IN + 3.83" 00I T/ SLAB EL I I 7, Ctjiv11005--01 C. EQUIP PAD 180.6 TOP OF PAD EL 181 .25'-7 I I 1:0011 U1 I - N J- -- �_•_• -- .--__-- - --_. _ __ --___- -_._...._ --• I 00 I W U _ 'CO N I A z o I - - - 0 I O U -1 I .-I o0 C 312 cn iD I z T/ SLAB EL� 8" 6 PRIMARY EFFLUENT AA I 1 PUMPING STATION 8 .00 U G S , A S_ _ ROOF FRAMING PLA ROOF FRAMWiG PLAN U, �1/4" 1 '--0" _ 3'-���_ ___ ____ ____. 30'-0" - -- ----� SECTIONS & DETAILS B B 171 _J 0 NOTES: a 85th Ave,#2, 16580 1 . DIMENSION IS TO CMU. CAST-IN PLACE BUP1999-00502 ro M� CONCRETE KNEE WALL BASE IS NOT SHOWN 13 n( 40 NOR DINIENSIONED. Sheet Number STAIR ROOF FRAMING PLAN N No 1 /4 - 1 ' 307 C , NO NOTICE: IFTHEPRINTORTYPEONAN� lilll ! � � III III Illllllllllll IIll � llllll l 111 IIIIIIIIIIIIIIIIIIIII � lllllll IIIIIII � !Illllll ! Illllllllll Ili III IIIIIIIIIII IIIIIIIIIII I I IIIIIIIII �I IIIIIII III Illllll III IIIIIIIII � II d9) 004 X IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 - 1 3 - 41 ITIS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT £ l 6iu I B Z G11Z 9 Z SZ b �fi £ Z uw III III IIIIIIIIII�►III�II�III►�11►��� �II111111 �Illllll�lllllllll►Illl(IIII►►IIII►►I�il►lllllll lll►Illll�ll�l�ll�l���llll��l�lllll�lll�llllll��►�lll� I►►������I�l���►�I��llll�►Illl�lllll���ll�ll ��1!!IIID►ill11111�11111i111�11ll1ll►�I�I►►III►►IIIIl�l11��11�111�1►� I►�I ►Iill�llllllllllllllll II ll 71 1 1'-4" 34'_4„ 22'-B" S 1 '-4" 10._0•. 1'-4' 33'-0" 1'-4" 20'-0" 1•_4" 27,_6" 2'-0" 1 i'-0" I HDR Engineering, Inc. LI PE PUMP 0OP11DOI I KAl"'O'CRE UNIFIED SEWERAGE AGENCY SOUND OF WASHINGTON COUNTY ENCLOSURE TYP AT EACH VE, TYP 6 PUMP SEE SLUICE GATE FLOOR INE, TLP 6 DURHAM T/ SLAB AT 4" FD SPECS 1 i EL 177.75' STALVE ND (TELESCOPISMIUM ING GOINGDESTAL TYP DOUBLE MODULAR MECHANIC SEAL SIMILAR TO 01800-13 I NOT SHOWN) EQUIP PAD WITH SEALANT AT TOP OFF OR FACILITY05505-,4 T/ SLAB ELECTRICAL ROOM 11005-Ot I _ PHASE3 EL 778.00' T/ SLAB AT 4" FD 70" WIDE CURB EXPANSION T/ SLAB #b 0 6" EW I EL 177.58' 1�8 00' GUARD EL ,78.00' (T & B) SLOPE I EL 178.00' 4'0 HOLE 0 0 SLOPE HATCH FLOOR EL 178.00' SLOPE EL 176.00' SLOPE It r L 178.50' m W-0 41n SEE SHT. 306 FOR -- FUTURE NWL 1 EMBEDDED PLATES AND SEE WALL ON �7 EL 175.011 310 ADDITIONAL REINFORCING. Project Manager ' GRID "A" FOR #4 O 8" EW (T & B) LINO FUTURE REINF SEE DWG 320 & 322 EL 175.50' MIN WL #5 0 9" EL 173.00' - #6 0 10" #5 0 10", 1-1/2" CLR #8 0 10", 1-1/2" CLR B. WILLEY -- -___-_ FOR PENETRATIONS `� - I EL 174.50' Designed \ �\ N - S STEEL 8,-0. 1 #8 ® 10" D. MARTENSON = BOT 4" INITIAL NWL EL 170.60 3" CLR 3 EL 170.00 16" FAD L J #6 0 8" IN THIS STRIP - FD EL EL 170.00' 6'-0" TYP. 308 Drawn 167.50' #5 ® 9 EL 170.00 (BLACKTOP) G. JOHNSON DIA. BY �,-0" WL I EL MIN ' I 3 24HELONG WALL - 1 PUMP MFGR. -' Checked #s T / 10'-O" 23'-0" �7 #5 0 1D" D. MARTENSON VERT W/ I 10'-0" Project Number MATCHING - 24 METER ASSEMBLY OWLS 1 - LIFTING HOOK ABOVE I O6FR12101 #6 O 6" HORIZ EF 4" FD EACH METER 24- BFV #6 0 5" Iza TEL VALVE 1" VENT CONTROL OBN12101 Date00039-436-102 HORIZ EF I (TOP EL CLOSED 163.73') 24' PE VALVE 42' PE NOVEMBER 1999 EL 164.00' 308 CONST JOINT EL 165.00' HAIL 163 3' EL 164.00' (TYP) TO N0. 1 �q 10" #6 @ 7" HORIZ EF - - - trR 1 #6 O 5" ELOT164.50' PAOFFzh I V-4" MATCERT W/ 8 0 VORTEX I I 1921I MATCHING 15090-09 TYP NOTE 2w w i BAFFLE COLUMN 1 L DWLS ( ) EL 160.00'BREAKER ING ROOM o BOT DR IN LWL EL 159.25' SEE 2/308 1 EL 159.00' PIPES 1O 12" X 12" COL. EL 159.00' l EL 1 8.50' i #8 0 9" VERT #6 ® 8" VERT !!6 0 9" EF VV/ 4 # 7 VERT. T/ GRATING �} - I W/#8 OB DWLS FIORIZ W/ MATCHING OWLS = W/MATCHING DOWELS o � - - -- --- =1- - - I #6 0 9" T&B, = 2" DRAIN E K W Z - ------ i I INV. EL. 7'-6" W/ MATCHING #3 0 10" TIES TYP. _ x 158.00' T/ SLAB 1"0 HOLE IN BAFFLE #7 0 5" DWLS. 5;M__= oe/so/oi 0 8" EL 150.08' ONE SIDE OF SUPPORT I W/ MATCHING - #5 ® 9" 4" 8` EACH BAFFLE 2' 8" COL. SEE OWLS. = W/ MATCHING a N #5 O 8" EW i I LB ' 6 0 COLUMN TYP. I"1 0/309 I = C10X DOWELS. I----1 OCL OF i I # T/ SLAB 15.3 EL 153.00' THIS UNE IS ONE INCH WHEN i I GATE + 2" WALL. OWL i i EL 150.25' v DRAWING IS FULL SIZE. IF NOT INTO ALL i i OUT 3"ADJACENT i ONE INCH, SCALE ACCORDINGLY. CONC SLOPE M SLOPEf.-FEL 150.25' EL 150.08' I �- x --- --- #7 0 9" I + ` -SUMP PIT #8 0 9" #8 0 9" �`--� EL 148.25' FLAT 10'-6" SEE SECTION I B EL 0 SUMP BOT OF SUMP EW TOP. EW BOTTOM. � A/314 0 #7 0 9" m 5 #9 0 8- #7 0 9" #7 0 8" ///��� 150.00' SEE SECTION A ELEL 148�- PLAN n SLAB EL 150.25' #7 0 7" THICKEN SLAB AT1/4" = 1 '- 0" 303 VERT W/ GATE BLOCK-OUT 14'-0" MATCHING TP• DWLS 10" V. #608" HORIZ E� O EL 764.00' WAT RSTOP R 1/2' X 12' X 7'-2' 1 n #9 ® e" (TYP� 2-3/6' BOLTS PER I GRINNELL 0 ,Ti (TOP) BAFFLE COLUMN. I I I FlG. 55 'SHORT' O 1/4 0 PRONDE 1/2' X 1` L L FOR 1" ROD. EL 137.50' ro IE 1/4' X 2" VERT SLOTS IN BAFFLE I (OR APPROVED EQUAL) WELD TO 1/2' PL COLUMN 0 6" O.C. O 3/4'0 AD SIVE I I [ L 4 X 4 X 3/8" ANCHOR 0 22' zt 1/2' X 10' X 1'-6` EACH END #, ® 9" 10 GA PL LOOSE FR OVER LIFTING HOOK DETAIL 3 1/4" PLATE ASSEMBLEY n12 GA SHE 8' SCH 40 SST PIPE - 1s_0^ 1/2' BOLT T h B I I DRILL AND TAP FOR SCALE: 1 -1/2" f TYP 0 12" a1/8.. I I 3/8' BOLT 0 11' O.C. m It m I TO MATCH BAFFLE 10'-0" 1'-9" 2-1/2' X 3/16' 0 1-3/16' Fii 6" X 10' X 10 GA WELDED 1 COLUMN SPACING. BEARING BAR GRATING PLATE BAFFLE COLUMN I 1 LENGTH AND END z0 I CONNECTIONS SIMILAR TO C/309 EL 150.06' APPROX. FR MARY EFFLUENT - i A -- 1/4"0 FAN HEAD MACHINE BOLT PUMPING STATION 1/2"0 ADHESIVE ® 8" LW W/ 1-1/2' WASHER EAST - WEST I' ANCHOR 0 12LA. SIDE SECTION BAFFLE DETAIL BAFFLE COLUMNS DETAIL ;%2---� i 308 85HUP 1999 00502 0 �a SCALE: 1 -1/2" = 1'-0" 308 SCALE: 1 - 1,2" = 1 '- 0" NOTES: 1 . SE SH 309 FOR G um ao 3 NOTE: ALL MATERIALS GR 304 STAINLESS STEEL. NOTE: ALL MATERIALS GR .3041 STAINLESS STELL. Sheet Number &a 2. SEE 1/309 FOR SUPPORT OF 15090-09 0 � ALL BOLTS GR 316 STAINLESS STEEL 308 NOTICE: IF THE PRINT OR TYPE ON ANY (�11T�11111I_ I111IIIII11111�(111I111IIIIIII1I1T111r1RR1TTrlTi7)TlT(IT�rIrII111jT)TIIIITIII111(1�IT1�jlllllllll)Tl11If)Ttii'IjlrTifl'rTlTjTjT(T1Ttj1)III)IIII1IIIIIIIII�I��I m� d7, aU04 IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT (fig g E E E 6 E TE Ui EI gt LT Ot 9t t [ ET t t L 0 g E l w ul Illll�lml Il illluu uullul uullul uulllll Ilul Ilul u�llu ul�lul lu�uu lullul uu�lll Ilullul uullul mllm ullluu ulduu ulllllu uulul W uul l 11IIT;Il y. _1 5 _ 8" 3'--10" p" 6'-0" #4 0 8" EW -- ----7 1' 4" 7J'-8" 2'-0" CHECKE[UED TYP, I PLATE �;UPPORT6" 3`-113 6 ' of „ <05�u5-14 >— CP EL 180.s7' EL 181.60` 3 -0 D � s ' _ � HDR Engineering, Inc.1-#5 CONT �--�-�--- 9 9� (TYP) 4"I SEE A/308 FOR #5 DWLS 0 9" OC SLAB REINF PULL BOXSEE-NJ SLABREINF FOR � AL�,EXPOSEDRAT EDGES \ (TYP) 1TYP EL 178.00 Q I ( ) 11 --— SEE DWG. 101 UNIFIED SEWERAGE AGENCY EL VARIES I _ . - — OF WASHINGTON COUNTY EL_168.50 rt-illi -fll n_m_r FFI I N I EL 168.00' DURHAM #5 0 12" 12" 1�" KEY FACILITY `a #4 DWLS ® N W/ MECHANICAL #4 0 12" PHASE 3 APPROX. GRADE I ANCHOR ' EW CL W/ MAT2HINGRT EXPANSION SEE DWG. 101 - I OWLS 3/4" REVEAL SEE CONST JT =I�I�hiTT<<_ 11T-ill 4'-6" 1'-4" 1'-4" I +-8- 3'-O" 1'-p" ARCH ELEVATIONSEL ST JT 'f EL 170.60' - AND DETAIL #6 0 8 VERT W/ r-- — r - - - -- - -- - - - - - - - - - - - - - - - -- - -- - - --G - - - - - - - - - - - - 11/319 APPROX. GRADE MATCHING DWLS 3'-0" I I _.'„�SEE DWG. 101 Project Manager - I— —r rip�1111FO= fi- - - - - -- - - - - - - -- - - -- - - EL 169.00' TYP WALL REINF5 ® 12" VERT B. WILLEY CONSTRUCTION JOINTS FOR I # I I ROOF SLAB BEYOND ALONG GRID 1 W/ MATCHING ' Designed to I FROM D TO E OWLS I #5 ® 9" HORI7._ D. MARTENSON I I STOP LOG GUIDES PER 2'-O" STOP LOG MFGRDrawn C to I G. JOHNSON #5 0 9" HORIZ I I I WATERSTOP (TYP) I ke SEE STAIR COMPACTED Checked I"' THICK SECTION STRUCTURAL FILL _ 72 PE I i I STEEL PLATE A/312 Project Number CONST JT GO039--436-- 02 I I I SEE 1/313 7 I I FOR DETAILS #6 0 8" VERT W/ I EL 164.00 - - -1- I I MATCHING DWLS SEE STAIR Date SECTION SFS A/30$ FOR I 4" NOVEMBER 1999 I I \\ A/312 �r#612" VEGRT SLAB REINF I I w5 0 12 VERT I # DWLS I I ED PR�?,�Fs I I I I W/ MATCHING I EL 153.00 �5 �G I Ngo cS/U INVERT - I i I DWLS — #5 0 9" HORIZ s EL 160.00' I f 15 0 9" HORIZ EL 158.00' I I I # COMPACTED � F y o5, 2" CLR POSSIBLE TO MAX LENGTHI STRUCTURAL FILL �,p�„ B G`pJ m -STOP LOG GUIDE CL i r — �" EXPIRES OQ/30/01 o I - #6 0 8": SECTION B --� I � SCALE. 3/8"=l'-O" 303 SEE A/308 FOR " THIS LINE IS ONE INCH WHEN 4" toSLAB REINF f DRAWING IS FULL SIZE. IF NOT —' toONE INCH, SCALE ACCORDINGLY. to EL 153.00' IF 00 8" 0 SCH 5 SECTION A , BAFFLE WALL EMB. I� PL 1/2" x 10"x W-10" - STAINLESS STEEL 3/8"=1'-0" 303 - 1/2" X 10" X 10" PIPE GRADE (304L) �_ 3/4" X G" X L PLATE W/ 4 - 1/2" X 4" EI 163.00' ------ HS (SST) 1 TYP o 3/16 �T&B a — �– - -9- - �– v v, 1"0 HOLE AT o C TOP AND BOTTOM e_ �f 2." STUD SPACING y 2" —�_ = 4 L0.(,. o 1SET PIPES IN PLACE �a 1"0 SLOT FU? 1/2"0 ADHESIVE �--_-- 2 - 1" 0 HOLES IN TOP 1/2"0 X 5 5/16" 8" SCH 40 PIPE AND ADJUST TO PROPER ANCHOR (3 PLR PLATE) 6 SPACES ® 12" 5" OF EA PIPE, 1 - 1" 0 HEADED STUDS SST GRADE 304L I ; TOP ELEVATION. PIPES MAY BE USED AS yy' HOLE IN BOTTOM FORMWORK IF LATERAL m BRACING IS TEMPORARILY -R" 0 STAINLESS STEEL PIPE - .. / 3/4" X 12" X 12" E I ADDED AT TOP OF PIPE. - - - r 1" 0 HOLE IN END `t J 0 z END PLATE - PLATE FOR 1/2"0 '� _ MIN 1", MAX. 3" ----- non STAINLESS STEEL NON-SHRINK GROUT - - - EL 153.00' 4k ADHESIVE ANCHOR nP}---„---% PRIMARY EFFLUENT A -- --__-_� _ -__--- _ `- _ _ _ _ — GRINNELL FIG. Hb — 4 - 3/4"0 i'UMPiNG STATION INVERTED � PIPE -�� ADHESIVE ANCHORS NORTH - SOUTH r. 3/4" SLOT IN SHIM(S) --' ---- __ __ SUPPORT ROD �,. ; AND END PLATE -/ -END PLATESECTIONS 0 EMBEDDED PLATE DETAIL 1 BAFFLE SUPPORT COLUMN D NOTES: -9'-11" (FIELD VERIFY 1" LESS THAN SPACE BETWEEN WALLS NTS 306NTS 303 $� — -- - - 1 . SUPPORT PIPING AS APPROPRIATE FOR SUPPORT 85,,,,;ve,#2. 165e0 �?� 1 . SUBMIT PROPOSED LOCATIONS OF ATTACHMENTS 1 . ALL MATERIALS SST GRADE 304 L MOUNTING CONDITION PER SPECIFICATION BUP1999-00502 15 of 40 ,� ma AND LOADINGS TO ENGINEER FOR APPROVAI_. SECTION 15090. a Ng VORTEX BREAKER PIPES wv CENTER ATTACHMENTS ON CENTERLINE OF PLATE. 2. SUPPORT PIPES WITH CENTERLINE ELEVATION Sheet Number on I 1/2"- (6 A»rMIjLIE5 THUS) 3. PAINT EDGES OF PLATE PER DIVISION 9 SPECS. GREATER THAN 3 FT AFF FROM CEILING OR WALL. 309 NOTICE: IF THE PRINT- OR TYPE ON ANY I I I I I I I III 1 1 1 III III III I I III III IIIII I III III I I I I I I I III III I I! 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JOHNSON '_ I 8'_0'� 8 0 _ I I I N 541010.70 Checked � E 7620666.68 JGLOVER WATERSTOP I TYP I WATERSTOP T SLAB I Project Number I I N T JOINT I I TYP I I EL 137.50' °,, 00039-436-102 _ COS I I I I r-te -- I EL 164.00' EL 162.75' ' h NOVEMBER 1999 EL 162.75 I I 11 1 -0 (TYP) 4 SIDES I � #6 ® 7" TYP. REINF. FOR 16" 3'-4" 8" 2'-9" 1 1 2'-911 8" 31-4" " 8 2'-9- WALLS SHOWN ON 5'-0" I 6 ® 5^ THIS SECTION, UON ' w t e�� y I I I I I IY 05, 199 308 RFy s• , � I I I I I I I I I EXPIRES L16/30/01 \ I I I I I I I / .-- - - - - - THIS U" E IS ONE INCH WHEN DRAWING IS FULL. SIZE. IF NOT C) N I — — — — —— ONE INCH, SCALE ACCORDINGLY. 2' I L -�- 60 N I STOPLOG - GUIDE PER I I I A/308 C ' 96" DIA PEPS INFLUENT n I I I B k _ MANUFACTURER I I I (IYP.) (TYP.) I I 1 I I I EL 150.08' ' --�- WATERSTOP °�' l TYP ; PARTIAL PLAN 1/4"=1p. U g of WATERSTOP . I P 11'P I I n I a I I Ii I I o — S" m EL. 178.v0 - _ Q #4 DWLS EL. 178.50' Z WATERSTOP -_r _ v EL 1.39.08' 0 911 -- - TYP 15063 -01 = I 2 - #4 CONT PRIMARY EFFLUENT SEE ,A/308 FOR REINF-. • A LL 13 .50 2 #4 CONT PUMPING STATION - _-- - I SECTIONS r -� I SEE 8/319 _r- �- - FOR RAILING ti I s I SECTION 135th Ave,9- 502 �a SEC rI0P�1 rA 11 1 11 n „ .306 16 oP199 4000502 ti� i/8 ==1 -0 303 �, - 1011 17'-4x" ?'-6" 1'-0" Sheet Number + ; 1'- 011 1'-6 2 U,a NOTE. SEE A/308 FOR ALL INFORMATION WO' SHOWN. _,► _-. _ ... _ -� �----__ .-. -------- ---�- � - ----_------- -- - _- ----- ------ _ _ ------------------------- C C ClJ o310 t. S 4 I NOTICE: IF THE PRINT ORIYPEONANY r�ril�r IJill I I , �III � II � � IIIIIIIII IIIIIIIII I III III III I�IIIIIIIII III III I � I III I � I ! � ! II! IIII VIII IIIIIIIII I� IIII! Illlill VIII � � IIII Iqlllllillji� IIIIIIlII ! IIII!MAG-. 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EL 178.00' I SLOPE OF WASHINGTON COUNT( ��- — —�� = irk ..► EL :78.00 F. -2 I I DURHAM 4'-0" FACILITY CD N STOOP !- 2" PHASE: 3 • EL 175.50' W/ #4 0 12" I co I - EW IN CENTER 3'_e" -�-� _-- PXPAN S 101 V LANDING I EL 71.50' - - _- \A--3/4" REVEAL SEE AP,'> - - -� ELEVATIONS & DE7AiL 11/319 - I IN, Z I FL 158.00' r'roject Manager I \ - -- - B. WILLEY \ I Designed D. MARTENSUN L Drawn G• JOHNSON C 1�_4AA I Z 7'-10" 11-0" 7'-10" 1 -0 7'-10" 1'-4" 8,. I if EL 161.83' \� - - - Checked GLOVER kWATERSTOP - Project Number � TYP I N, Z j t — I 00039-436-102 CONST JOIN1 ` Date EL 164.00' / NOVEMBER 1999 t X " Z / P ,- SEE 16" WALL ON �,6 0 7 VERT \ t���0' RiGRID A F�scf'/O FOR ,INF.308 E 9711 -#6 0 6" HORIZ (LAP W/ y EL 153.00 t #8 0 6" WITHIN 10' OF 00 7 #5 7 -� INTERSECTING WALLS) -- - y 05 a FRF ��J REINF X r 12" WALLS L#4 0 10"- EL 158.00' a I I EV1)iES 08/30/01 _ EXTERIOR ELEVATION B X VERT W/ I #8 DWLS 0 7" F I 1/4"=1 -0 303 O I MATCHING I I THIS UNE IS ONE INCH WHEN DWILS DRAWING IS FULL SIZE. IF NOT ONE. INCH, SCALE ACCORDINGLY. aj x I I WATERSTOP a� B 41' TYP EL VARIES -�—�' p i IIL SEE PLAN SEE A/308 - o FOR RE NF. SECTION _ A 3/4 CHAMFER AT ALL- !• ---------- ------ —._� L- 0 -- 3/b 1'-0" 303 EXPOSED EDGES T`-'P a _ ti qua, ' • � id 0 U N 1 }Ni I - J" > SIZE (WIDTH) low cLi 1 1/2" DRAIN COUPLING z° CONNECTION TO 1 1/2" SCH 80 PVC SEE PLAN SHT 306 .4N[) SECTION A/308 � PRIMARY EFFLUENT A PUMPING STATION TYP FLOOR HATCH DETAIL C SECTIONS L NTS __ 306 SEE < 08:05-01 >, TYPE A FOR ALL INFO NOT SHOWN a s Cl- 11 85th Ave,#2. 16580 MU c BUP1999-00502 v17 of 40 { N �? Q Shee, Number � M o o0 31 x , ' I , I .._...,. .'MM.._n...•.+w.rwn�.uRMww..�ar;W"Nn .�P.MDiY�....._... ._..r.r......_:.':rw M<'Are. '. NOTICE: IF THE PRINT OR TYPE ON ANY T-1-1- 1lr 111 1 ;11 II! 111 ' 111 ! I !�! ��! ► 1r II! ! ! III ! ll Ill III SII III ! �! I I Ill Il ! IlI ! �! ! II III II ► ! I ► II Il! Irllll ' Ili ill Il ! IIII Ill Ill Illi (�4 f L 1 I M IMAGE IS, NOT AS CLEA N AS THIS NOTICE, 11 I ! I � I I 13 I � 14 -I I I j I � I Fj - I I I rf � I � I I I I I l U � _ 1 _ - 1 _____ _ _� _ _I _ IS CLUE TO THE QUAL ITY OF THE No 36 [IIIoII�IEIII-I�II8 ZIIIIIIIBII�ZIIII�IILI�IIZIII-I�-I-IfI1IIII7I,III�II�IIIZIIII _ Z llll Z11 111 II II II II �II�1)1 I� 11111 ►Ir� J�_ � 0 3111�11IIII11IillIll A�II�NIIIZ T ! Z ORIGINAL DOCUMENT 1116111 l 1 llI aro 6'-8" 22'-8" 12'-5" 1 ^ '-4 ry, -- 8„ D 7' HDR Engineering, Inc. T I -� SEE A/309 - 6" CONIC SLAB (SLOPNG) FOR REINF. I SEE A/309 EL 181 5' CD UNIFIED SEWERAGE AGENCY co EL 181.00 2 r Et_ 181.00 OF WASHINGTON COUNTY EQUIP. EL 180.67' - —- — PAD CD DURHAM k4 1I EL 178.00' + EL 178.00' FACILITY EL 177.00' - - - -- - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - -- - - -- - - - - 2" HA E 3 �--- SEE A/309 g'-g^ i FOR /309LS EXPANSION " ^ " SEE A/308 4'-4" 15 TREADS ® 11 = 13'-9 4'-0 6'-3" I 1 --2 FOR SLAB REINF. SEE A/309 11"KEY I FOR REINF. I I P;eject Manager ot to! I B. WILLEY LAND °° EL 170.60' = TOP NG I ' OF CONC. BEYOND Designed EL 171.50' ! 1'-4" I 8" 3'-0" 1'-0" D. MARTENSON APPROX. EL 170.0 Drawn C I Q—� f SEE DWG. 101 G. JOHNSON r TYP STAIR DETAIL I - Ch — 1b 03311-09 I --SEE B/309 "' i,- - EL 169.00' -Checked Q I , FOR REINF. J. GLOVER Q, -11 EL VARIES W/ 05522 I Project Number I EA. WALL I 2'-0" 00039--436-102 to ---- o0 to Date COMPACTED NOVEMBER 1999 --� 16� TREADS ® 11" = 14'-8" 1'-4" 3'-4" 4" ,VATERSTOP I • STRUCTURAL FILL I i Q_ PROF 1 r I CONST JOINT t5 ��i Ng�`��'/p 4„ 4flIF( WALL EL 164.00' 4" 9711 r GO I _ LANDING I BEYOND I I � EL 161.83 — -r -,— I -,- EL 162.50 I EL 161 .67' �F y 05, �)Iq T T 4 B. G`a X y— . . . . . . . . . . . . . . . 1 EMPIRES 06� X01 I I SEE A/309 L3 ca FOR REINF. KEY THIS LINE IS ONE INCH CD C WHEN DRAWING IS FULL SIZE. IF NOT ONE INCH. SCALE ACCORDINGLY. I I o to L LJ B � I SEE A/308 0 4 I I �, 4" FOR SLAB REINF. I - WATERSTOP EL 153.00' EL 153.00' 7TR ® 8" - 4'-8" 4'-0" — ° I- — ---- _10— co ao U552z -03 0505-13 - CONTINUE HANDRAIL EXTEND GRATING 0 STAIRS AROUND 24" PIPES. 1-1/2" GALV GRATING SEE A/308 1 MAINTAIN 6" CLR TO PIPES— IL a — ® 159.00' FOR REINF. -- --- 22'-8" 1'-4" SECTION +B ------ --- _ _ — 3/8"=1,-0" 304 • C6 x 8.2 AT MID-SPAN r - HANDRAIL PER SECTION A I 05� 522-04 � 3/8" FULL-HEIGHT PL AT MID-SWAN 3/8'=l'--O" LL303 BUT WITHOUT 1'-0" EXTENSION I,I' 112" PL to o 00 PRIMARY EFFLUENT A I -c1c X 15.3 \,,-2" PUMPING STATION . N NPS SCHED 40 PIPE STAIR SECTIONS o m a & DETAILS 112" x 8" x 8" PL LA I / FLOOR SLOPES % W/ 4--1/2" SST ANCHORS SEC PLAN. X a / APPROX. 153.00' / l c 851h Ave.#2, 16580 m UBUP 1999.00502 m"'M NOTES: 18 of 40 a � SECTION C 1. HOT DIP GALVANIZE nSSENIBLY Sheet NumCer n a.� _ Ng 3 4" 1'-0" L. SEE 05522-04� FOR INFO NOT SHOWN. 3M16 / - 31E on a CD c3 3*12 NOTICE: IF THE PRINT ORTYPL- ON ANY I ; IIII IIIIIII III IIII III III I IIIIIII IIIIIII III �III IIIIIII IIIIIII IIIIIII IIIIIIIII ) IIII IIIIIII IIIIIII IIIIII Illlil! IIIIIII IIII VIII III Ijlllll J IMAGE IS NOT A = '.:LEAK AS THIS NOTICE, Z I � q: � 5 I h 7 g( 1 � 1 _ ITIS DUE TO THE QUALITY OF TH'= vo 3B �"'f'�S""• IIII I!il�llll Illl11111�7111111 ll�llil illl�llllIIII�!IIl�IIII�!IIII!Il�lll��llllllill��lilllll�l!II I►IIT'I I�IIiI�IIII�I I II�IIIIIII�'I�IIII�IIII�II I I�,I�II�II'� I�I,I►�►III ►III II£II IIlillllZll tIIIIIIIIiI TIlll�llll TIIIIIII II8flI i ORIGI Il�llll�Bllll�llll�L ll�!IllllilQI I7NAL DOCUMENT E % Bt T ��rZJll [7iY1lM 11JIIlIi�NIII ti t, a FOR CONT. SERE 303 --- ----- - 15P-611 1 1'-6" 12'-6" 1 _6" — ----- 6" 4'-3" 6" 96" PEPS �— - — :- -- �- 05505-14 3/4" CHAMFER ALL LTYP) Engineering, INFLUENT 1-#5 CONT HDR En Ineerin Inc. D TYP -#4 DWLS � $ OC TYP ALL AROUND --� --' - - EL 174.50' --_.�— R CD I=ff1 - Ii I. ; UNIFIED SEWERAGE AGENCY `V I II OF WASHINGTON COUNTY — #4 ® 8" EWEF STAGGERED FAD ---=8 � 1-1/4" X 9'--5"0 T/ SLAB EL / Sl-EEL PL DURHAM CORNER FILLET 137.50' _ INVERT 84" FACILITY 3' X 3' X 3' HIGH, 3 REFERENCE PONT -f 60"¢ °E PIPE CORNERS I N 640961.52 /�� EL 170.25' WALL STOP LOG E 7620635.95 FROM PRIMARY CLARIFIER NO'S. 1,2, & 3 PHASE 3 08G10106 " — 3/8" X 2" STRIP GASKET 10'-0" 1 -4 - - - - - - - VITON ALL AROUND EXPANSION N STOP LOG GUIDES - _— PER STOP LOG MFGR #5 8" - „ CIP -- -- EWEF . #5 ® 8 • --#5 ® 8" * CONCRETE ' RADIUS BOLT CIRC5L5„ PIPE CLOSURE ! SEE SHT 110 WALL / 3/4 HOLE o PLATE LN PL Project Manager FOR — -- - - �_ -- --- -- B. WILLEY �_ Designed - -WATERSTOP (TYP) N I I I I I #5 DWLS ® 8" 28 - 1/2"0 ' D. MARTENSON ADHESIVE ANCHORS EQUALLY SPACED Drawn • - EL 154.50' AROUND PERIMETER OF R - SEALANT AND BACKER G. JOHNSON C 48" 0 PIPE IN - ROD ALL A.,��1,ND FOREGROUND Checked 84"0 PE 48"0 PE J. GLOVER FROM PRIMARY CLARIFIER — FROM PRIMARY - #5 8 * PLATE DETAIL Pt-oject Number NO'S. 5 & 6 CLARIFIER NO. 4 I I - - � I 2 3" = 1'-0" 313 _00039-436--102 x I Date / \ I 313 NOVEMBER 1999 A I I I 5'-2" 313 3'-4" / L \L - - _ J - - - - - _ INV EL ��STOP LOG GUIDES PER STOP c't I c% p PRoF�s It 2'-0" 2'-0" 17'-0" 2'_0" 148.00 LOG MFGR - - �,�' 4, oy 1 711 (TYP) 21'-0" 1-1/4" X 9-5'0 I a - STEEL PL I y 0-5, Aga a " 3/4"w BAR J U N C`T I O N MANHOLE No. 1 PLAN MATCHIN®DOWE S U, _ z I I EMPIRES 08/30/01 313 I M •I E— —i R3" `x •I THIS UNE IS ONE INCH WHEN - • ,I DRAWING IS FULL SIZE. IF NOT 20 -0 5 ® 12" I ONE INCH, SCALE ACCORDINGLY. 17'-0" 1'-6" # CONC FILL •I X INV EL - EW (T & Q) • .I 140.08' EL 138.75' INV EL 139.08' 14 v B ,- $ FAD ILL #5 Z BARS o ADDL. REINF. PER EL 137.50' ® 12" �<�1:l -?.6 Tt'P. -- . — . .. LIFTING C HANDLE D ETA! L 2 r--- -- -----------, .. •-- 1 1/291 9 CONC SLAB i 10 VFA - T/ SLAB EL 174.50' #6 ® 10" 3" CLR (T & B) EWEF ] 6"i 10'-8" * 6„ I - c ! — w 4'-6" a -ALUM CHECKERED PLATE I CD I - -- 2'-0" 2'41 12'-6" 2'-0" 2'-0-1 EXTEND 10" VFA DOWN �-- �' !-- ---i— VERTICALLY TO EL. 163.00 I -------------- N - I SECTION A 3/8" = 1 '-01' 1 313 vl 1 tr I i SEE DRAWING 110 FOR _ 2 `r I CONTINUATION c0 --------------- 5, — - ----—JI m * NOTE: A -- 6" HIGH CONC CURB AT CORNERS PROVIDE #7 ® 8" OUTSIDE FACE HORIZ. PRIMARY EFFLUENT 313 T/ EL 175.00' A THUS: PUMPING STATION N-S LEGS �_ JUNCTION MANHOLE JUNBION MANHOLE No . 1 PLAN © EL 174 . 50 .5-0 E-W LEG PLAN AND SECTIONS - _L 1 /4" = 1 '-0" I-0 I * DENOTES `.•IZE OF CLFAR OPENING IN ROOF SLAB, ACIUAL SIZE OF CHECKERED PLATF IS LARGER, PFR LAP WITH 5 @ 8" OUTSIDE FACE ' 85th Ave,#2. 16580 1 900-SERIES DETAILS. VERIFY SIZE OF OPFNING �� D WITH 0 U P 1999-00502 U ACIUAL STOP LOG REQUIREMENTS. REINFORCING IS IDENTICAL IN ALL 4 WALLS. '" �0 x Sheet Number C-4 313 c i NO R� NOTICE: IF THE PRIM I OR TYPE ON ANY 11-1 L1-11 II-�1 1_1 I I L1 1-I111II I I - ---I 4 (JIMAGE IS NOT A3 CLEAR AS TI iIS NOTICE, l - ITIS OUF TC, FHE ()UALITY OF THE No 36 sit ONIGINAL_ DOCUMENT g gIZ 8JZ G Z 9 Z 7 :1Z E Z Z I Z U Z 8 I 8 i L i 9 T h T S T Z T T T o�i l8 1 8 jL l 9 i4 �t E Z T .u� 'I IIII�I IIIIIII IIIIIIIII�III!�IIII IIIIIIIII I�IIII1►1 I1I1 IIII 11II IIII IIII II���I11►IIIIIIIII IIIc IIII ►III�III11111I ►II1 IIII�IIII IIII IIII II►I 1111 IIII ►►111111111111►1111(I,I�I;,Ilil!I111�11111I11►1111111111�►lULlll��lllJ.11lll 1111 1 — I �I���II11►N1►1 111 8'-0" 3'- 11" 3'-11" 1 6'-8" I 21-15" 00 D \� N li 1" XPANI N HDR Engineering, Inc. i E SG o 2„ JOINT MATERIAL ' _— � u' 0 I NOTE 1 t� � UNIFlED SEWEF�AGE AGENCY r N TOP OF 6'--8" TOP OF LEDGE OF WASHINMN COUNTY -----� ---- - I ----- - FTG EL. �- -I EL 169.00' FIBER REINFORCED —� 170.00' CONCRETE TYPP) _ — B DURHAM N ° / N -¢ N =O 314 JFACILITY � EXPDXY Br .DING PHASE 3�L�_ — AGENT (TYP) 7'-0" 6" S-6" 6" EXPANSION ELEVATION AT 6ACKWALL — — - 8'-0" 12 8" o: PAN VIEW 1 SECTION ® PUMP CENTERLINE w Z 4'-4" PUMP FILLET DETAILS LARGE . ` / ' " 303 3 8'=1 -0 Project Manager " a z C _ B. W11LLEY � o ' r m - 314 Designed -- 9 o _D, MARTENSON Drawn C s" G. JOHNSON Checked 12" 2'-L'" -T2--1� TYP - J. GLOVER _— 1 14 GA 304L SST HOLLOW SEGMENTS �,�_ PLAN AT ELEV. 170.00 3 Project Number FILLED WITH LLIGHTWEIGHT CONCRETE. `� I 1/4"=1 -0 306 00039--436-102 MAX PLAN 2'-0" TYP - -__ L I NOT 8S: WALL CANTILEVERS BEYOND FOOTING SLAB Date -i i i BY 1'-1" UNDERSIDE OF 8" WALL ELEV = 170.00' NOVEMBER 1999 - QED PROFF ELEVATION AT BACKWALL 88 SEE SH. 301 -SLOPING #4 3" CLRZ ���9I NE��s/� 4'-4" TYP FROM TOP TYP EL VARIES 711 11 = SEE SH. 101 5'-5" 1 �" �A ,AI EL VARIES _ OR SM I .L PUMP FILLET DETAILSr2 178.00' MAX r 3/a"=1'-0" 303 SECTION PUMP CENTER INE 174.50' MIN --_ I I �I-1I► IIIIIIIII ,SFR^y o5, L IIIPLAN V) W #4 ® 10I-� ,III _#4 ® ,2.. --I-- CONC STAIR I 08/30/01 PER 03311-09 W/ MATCHING I I EL 170.00' _pDOWELS TYP I —; 2" CLR TYP EL VARIES C14 CONTINUE TOP FLOUR 178.00' MAX THIS LINE IS ONE INCH WHEN 4 SLAB REINF ACROSS OS505-13 DRAWING IS FULL SIZE. IF NOT � 171.97 MIN EW5 AT ®LATER ONE INCH, SCALE ACCORDINGLY. RCP AS SHOWN - TYP \ I COMPACTED STRUCTURAL f ILL (� FIN FLR EL VARIES 71, t SECTION C B a, • • • •, • • • SEE PLAN o _ EL 7 3/4"=1'-0" 314 0 _ I�� EL 170.00' • • EL 168.67' --� #5 ® 12" - - EWEF . i #4 ADHESIVE REBAR S-0" WS ALL AROUND c ANCHORS 0 V-0" SECTIONKB a RCP SECTIONS4 AROUND PERIMETER 3/4"=1'-0" 314 En 4„ DRAIN a ' N INV EL 150.42' II _ 1 c GASKET U N CIP CONIC FILL WATERSTOP a ALI_ AROUND� \ - -- - - ,� —- BOT OF SUMP AL m EL 148.52' " z • CIP BASE SLAB O a z 9' A �., CID _ Ar - = #s ® a" EW PRIMARY EFFLUEv<'�1T PUMPING STATION Ln -----T--- -- — --- SECTIONS A r 7'-0" DIA aIn nr. i 85th Ave,#2. 16586 CLCa SUMP PIT SECTION A BUP1999-00502 tl CTI s 1'-0" 303 20 of 40 } ' Sheet Number x 314 NOTICE: IF THE PRINT OR TYPE ON ANY r1 r l l ► I I III III 111 1 1 1 1 1 1 1 III III III I I I III III 1�1 t l l III III I t I I I III III III III I I III I I i t III III ! I I III 1 1 1 III t i I I I III I I�91 IMAGE IS NOT AS CLEAR AS THIS NOTICE 11 I I 1 3 I 4 6 I I1 IT IS DUE TO THE QUALITY OF THE No 36 �,_•: . �• � sI[ � z1> M [1t 1�< � -I- –11�11 1_1 "� II !IIIIilll1 1Jillll ► IIIIIII11L1211lWlIl ORIGINAL DOCUMENTIbI< i < 1III llll llJill11111 � IU IIIIINII� I CAST-IN-PLACE h1l D CONCRETE HDR Engineering, Inc. Z.n - - SEE C/712 FOR REINF UNIFIED SEWERAGE AGENCY OF WASHINGTON COUNTY I _ EL 193.83 EL 193.83 EL 1EL 178.0 DURHAM53.83 - FACILITY CONC. PARAPET - - CONC. PARAPET - CONC. PARAPET '/ - 3/4" REVEAL. PHASE 3 SEE A/7i.3 FOR REINF - - -- -- SEE A/72? FOR REINF - - --- -- SEEA/723 FOR REINF v h 04 319 EIASTOMERIC COATING 041 r3 1 ELASTOMERIC COATING N 319 ELASTOMER;C COATING E/�PAI S)I 0 R V - SLOPING LIGHTWEIGHT CONCRETE TOPPING SLOPING LIGHTWEIGHT CONCRETE TOPPING SLOPING LIGHTWEIGHT CONCRETE TOPPING SEE SHT 307 -- --- - SEE SHT 307 - SEE SHT 307 GROUT - FILL c LOW SCREEN WALL SECTION E Project Manager c % �� TO SLOPE t EL 190.67 11 EL 190.67 `' EL 190.67 3/810 = 1 '-0" 305 B. WI LLEY -- -- - - - - 2 _ � Designed rD D. HOGAN 319 319 ° J 307 Drawn C / --CONC HOLLOW CORE co L --CONC HOLLOW CORE N - CONC HOLLOW CORE D. BATTRICK ROOF STRUCTURE N / ROOF STRUCTURE ROOF STRUCTURE Checked / \ - -- 12" CMU - SEE ELEVS E. DAVISON 9" CMU - SEE ELEVS - 8" CMU - SEE ELM ' - FJR CMU TYPE. FOR CMU TYPE. FOR CMU TYPE. -4"X 8"X 16" SOLID CMU CAP - -- - ° SEE ELEVS FOR CMU TYPE Project Number - ----- -- - 8' 30ND BEAM W/ 00039-436-102 2-#5 CONT Date --- I o ° --- 8" CMU - SEE ELEVATIONS NOVEMBER 1999 =, --8" X 8" GLASS BLOCK - --- -- GLASS BLOCK - SEE FOR CMU TYPES 0 7 1 1 ELEVS FOR TYPES I NI PROP F 319 Ll19711 °I i 5/8" GWB ON 1-1/2' t - 5/8" GWB ON 1-1/2" ❑ � METAL FURRING METAL FURRING - - RE / ' -- --------- --- 1 . Fill,ob oo " y e. ��� I ---- _ - #6 0 24 TYP ALL SCREEN WALLS i • � � � � TIRES 08/30/01 I /- --1-1/2 RIGID INSUL 1-1/2 RIGID INSUL a i '001 F-- - x °0 THIS LINE IS ONE INCH WHEN _ o DRAWING IS FULL SIZE. IF NOT Ln - - ----- - - N � ONE !INCH. SCALE ACCORDINGLY. 6 " TYP B 319 o I 4" TYP w B/ Tl I SEE D/712 FOR REINF AT 12 CMU WALLS - — ---- o - -- CAST-IN-PLACE -- - — - - --------CAST-IN-PLACE - CAST-IN-PLACE CAST-IN-PLACE CONCRETE CONCRETE " CONCRETE CONCRETE �nP� CHAMFER 3Y/L4 CHAMFER c �' ----- - - SEE C/717_ FOR REINF I " a - - - SEE C/712 FOR REINF " Q " i \ - - -- SEE C/712 FOR REINF - SEE C/712 FOR REINF o o a 1 TYP o a 1'-2 TYP o a +, yr i I N I (nI i to M. M o o i� v LLJW Wo U t M+ M M W APPROX GRADE - APPROX GRADE - APPROX GRADE WHERE INDICATED WHERE INDICATED WHERE INDICATED w EL 178.0 EL 178.0 / _ - EL 178.0 EL 178.0 f i b In N U U J� -- 3/4" REVEAL 3/4" REVEAL - - 3/4" REVEAL -- - - - - - - 3/4" REVEAL m z FACE OF WALL BEYOND 0 12" CMU E PRIMARY A EFFLUENT o PUMP STATION In TYPICAL WALL SECTION A WALL SECTION © GLASS BLOCK B WALL SECTION @ GLASS BLOCK C SCREEN WALL SECTION rD ARCH. SECTIONS N, 3/8" :-. l '-O" 305 3/8„ 1 '-0" 305 3/8„ _ 1 '-0" 305 3/8„ � 1 '-0° ::05 TYPICAL REINFORCING AT ALL 8" CMU SCREEN WALLS Q 85th Ave,#2, 16580 I BUP1999-00502 21 of 40 rn� Sheet Number r. rn M 100 11 � o M L 317 - a. .-O f MAGE IS NOT AS CLIEAR AS THIS ONO-TICE, LII I I 1 I I I-I .2 I 1 I I _L _. L I 1-III F.�I--III-I-I I!L I- I-III I-I gl L I I I_I I I_I_l 10�L-- I � III I � i l l l l VIII I � I I I III i III ISI I III I I� I I III 1 1 1 1 1 1 III I l l l i l l l l l l l l l l l l l l l l I I�I V I I I III I I I I I L it IT IS DUE TO THE QUALITY OF THE Jj No 36 ORIGINAL DOCUMENT 1, -- - -- -- S 6Z 8Z LZ SZ 9Z 6Z tLZ Z IZ OZ 8T $I Li 8i 9l 6T >;i Zi [T II l 8 R ILII !III ILII ILII ILII IIIIIIIII IIIIIIIII ILII ILII Ilillllll IIIIIIIII ILII ILII ILII ILII ILII ILII ILII Ilii IIII�IIII IIIIIIIII IIIIIIIII ILII ILII ILII ILII ILII ILII IIIIIIIII LIli�llll I1�111111 IIII�IIII ILII ILII ILII ►111 llllllllllll ll 1111111 VIII 11� � - 1111111llLLlll l� 1111111�I W 1 _- - 4"X 8"X 16" SOLID .. , 5/8" GWB ON - SPLIT FACE CMU METAL FURRING ACCENT CAP L -- - 12" CMU - SEE 8" GROUND FACE EXT ELEVS FOR CMU FIELD Issm EXP JT. CMU TYPE I / / TERMINATE CONC ' 1-1/2" RIGID OFFSETS 0 4" FROM INSUL HDR Engineering, Inc. D EXP JT. OUTSIDE CORNER SEALANT AND 4"J BACKER ROD, I h 8" CMU - TIDE EA SIDE I I FOR CMU CONC SCREEN H.M. DOOR AND UNIFIED SEWERAGE AGENCY I I TYPES EXPANSION JOINT WALL 4" FRAME, PAINT I I 4u OF WASHINGTON COUNTY —SEALANT AND BACKER DURHAM r�J L OUTLINE OF ROD TYP EA SIDE-ALTERNATE CUT/ H.M. DOOR AND FRAME FACILITY CONC WALL FULL SIZE UNITS IN BELOW (TYP) PAINT PHASE 3 SUCCESSIVE COURSES NOTCH 0 SCREEN WALL DOOR HEAD �1EXTERIOR DOOR HEAD 5 SCALE: 1 1/2" = 1'-O" 31a B. SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 18 EXPANSION 8" CMU - SEE ELEVS WING WALLS AT ELEC BLDG / 1 \ FOR CMU TYPES " TERMINATE CONC OFFSETS Project Manager SCALE: 3/4 1'-O' EXTERIOR ELEVS CORNER B. WILLEY FOR CMU TYPE Designed - I I 3/4" CHAMFER D. HDGAN B" CMU - SEE Drawn SCREEN WALL NOTCH — 2 i I ® TDP ELEVS FOR CMU D, BATTRICK B" CMU SCREEN WALL- SCALE: 1 1/2" = 1'-0" i 3_18 JJ L_J TYPES C SEE ELEVATIONS FOR Checked CMU TYPES SEALANT AND 4" BACKER ROD E. DAVISON TERMINATE CONC OFFSETS TYP Ea SIDE SEALANT AND BACKER Project Number 0 INSIDE CORNER H.M. DOOR AND I ROD, TYP EA SIDE 00039-436-102 _ FRAME, PAINT I I H.M. DOOR AND FRAME Dote _ OMIT 3/4" OFFSETS r 7 I jam—OUTLINE OF CMU NOVEMBER 1999 0 NOTCH LOCATIONS I Mhr ONLY. I I I I HEADER ABOVE -------------- I IE9PAOF �b rG t ng+-"yrI SCREEN WALL END SCALE: 1 1/2" = 1'-0" 1a TOP VIEW — SCREEN WALL NOTCH NOTCH AT PARAPET — PLAN VIEW DOOR JAMB EXTERIOR DOOR JAMB D SCALE: 1 1/2" = 1'-0" 318 SCALE: 1 1/2" - 1'-0" 319 SCALE: 1 1/2" = 1'-0" a SCALE: 1 1/2" = 1'-0" 318 j A£y E qo '- -- I I EXPIRE 58/30/51 i ' - 12' CMU - SEE _- I OUTLINE OF CMU ELEVS FOR CMU GLASS BLOCK I I HEADER ABOVE TYPE CONC THIS LINE IS ONE INCH WHEN EXPANSION STRIP I I H.M. DOOR AND DRAWING 15 FULL SIZE. IF NOT LL NOTE: SEE THRESHOLD - I FRAME ONE INCH, SCALE ACCORDINGLY. 4" SET IN SEALANT x SEALANT, TYP DETAIL 2/319 FOR SETBACK tt2 k SIDE OF HM FRAME I SEALANT AND BACKER � ROD, TYP EA SIDE SEALANT, TYP o B EA SIDE -12" CMU - SEE ° EXPANSION STRIP ELEVS FOR CMU —3/4" CHAMFER, TYP ° ° 8" CMU - SEE ELEVS FOR CMU TYPES TYPES � H.M. DOOR AND FRAME ° -- GLASS BLOCK - SEE 1-1/2" RIGID INSUL SOLID GROUT, CENTER ELEVS FOP TYPE 5/8" GWB ON SEALANT, TYP. EA SIDE -PROFILE O' CONC METAL FURRING WALL BELOW - C DETAIL QLTAI _ TYPICAL DOOR HEAD/JAMB EXT, DOOR THRESHOLD EXTERIOR DOOR JAM 15 � SCALE: 3/4" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-C" SCALE: 1 1/2" = 1'-0" 318 SCALE: 1 1/2" = 1'-0" t T LOUVER N+ LOUVER LOUVER `�+ As SCHED 9OUVER I = 8 = U / ^ 3'-0" VARIES VARIES AS SCHEID vii AS SCHED to $21 2' - � LOUVER 2" 2" -- 2" — 2" AS SCHED z° A B C DOOR TYPES D E F PRIMARY A DOOR SCHEDULr ROOM FINISH SCHEDULE EFFLUENT MARK SIZE TYPE DOOR FRAME DEAILS HDWR. LABEL RFMARkS MARK ROOM NAME FLOOR BASE WALLS CEILING REMARKS PUMP STATION fl MAT'L FINISH MAT'L FINISH HEAD- JAMB THRESH. - _ MAT'L FINISH M;,7'L FINISH MATT FINISH HE �T ARCH. SCHEDULES b -300 -0 x7 -10 L STEEL PAINT H M PAIN 13 318 13/318 _ _ HW-7 LOUVER _ BOTTOM ., 301____, ELECTRICAL ROOM ___._-____ CONC _- SSALER RB GWB GMU._�_. PAINTCONIC PAINT_ 12 -0 _ PAINT EXPOSED CEILING-STRUCTURE �_ - " _ D 301 - ;r-0 x7r-10" C STEEL PAINT 'H M PAINT 14/319_ _ 9/318 , ._ __14/318 HW-19 LOUVER - TOP ,-_ ,__ 302__._- MECHANICAL ROOM__-___- CONC __ SEALER _-__ RIB _.._ GW8/CMU- _ _ PAIhT CONC - PAINT 12'_0 PAINT EXPOSED_CEILING STRUCTURE -- �-- D-3'02- -- TT 8"x10'2" H STEEL PAINT H M PAINT 4/318 9/;18 14/318 HW-23 -- - HK-23 LOUVER - TOP --_-__ - _-- --- -w— -- - -- ' 55th Ave.#Z 79500 D-303 5'-8"x7'— .O" U STEEL PAINT H M FP,Ii�T 14/319 9/318 14/.,18 , _ ,-,•_- ......_ __ __-„_,--_.-_____...__. _. ._____ ___ _ .._.-._ ____- _.-- P 5 -oosoz .. _ _. - ._ .. .. .. _ _ .. . . . _ <a D-704 3 0"x7'-10" -A STEEL PAINT H M - -PAINT _ 5/318 10, 15/31B HW-7 _ --- 4 - szot ' 40 �R D-305 3'-0'xT-10” F'___ STEEL PAINT H M. . PAINT 2/319 13/3'8 HW-19 _- LOUVER - lOP ..- ___-__ � _____.___. ------ --- -- _-- - ---- --- - _ .- -__ ----- - ----- ---- - - Sheet Number P - - ----.___..—..._— --- -_ --- ----.__..- --- - ------__. . __- ---- - ---- 318 f I ---� �'''' f` I I --- J - NOTICE: IF THE PRINT OR TYPE ON AN �rETlI1lTIIl11 III�III�III 1� 1I111111111111T IIIII Jill IT 4 TlfrprT� II��TIT�I�1�111�TI11�TP(7�t��7�111�I� �1� tT1 I�TT�I�TjI IIIy� I I�III�I�I II mlLt./io�71 a�Ol'� I IMAGE IS NOT AS Cl EAR AS THIS NOTICE, 3 IT IS DUE TO THE QUALITY OF THE _ _ �'T � •=�.W- _ ORIGINAL DOCUMENT 8I6 B6 96 f6 I�II� Tlc�� �II����gz�t iii 1'1111114111111111111 4tTN, ` f '111111 '1 I i1I� ��I �i luulmduuluu14211111111"11111111 u mllllu lIDl lul11211101,111 Wu uulllll IWllll ullullllml6lu uullul I�Iluuuu161u�iudml mlluu Il du[It IUlllluWlll Ul I1111Hu 7 g„ 8„ 4 SOLID GOUND FACE 4 SOLID GOUND FACE - - -_ CMU CAP --- CMU CAP " 8" CMU - SEF: ELEVS 8" CMU - SEE ELEVS FOR CMU TYPES FOR CMU TYPES --3/4" CHAMFERS, TYP - 3/4" CHAMFERS, TYP - I D _- — -- - -- - �., I � o HDR Engineering, Inc. I I ' ----CAST-IN-PLACE �t - CASE-IN-PLACE CONCRETE CONCRETE -. - - GASHED INDICATES NOTCH BEYOND SEALANT -- _ ----- - � SEALANT � OF UNIFIED W SH NEG ON COUNTY ERAGE AGENCY I �v _ EL 192.46' N EL 192.46' n CONC CONC (TYP) I o - -� (TYP) I EL:181.0 EL:131 0 I , ° �` _SURFACE MOUNTED --SURFACE MOOUNTED fx ° REGLET AND FLASHING - REGLET AND FLASHING FAC I LITH' EL:180.67 R a EL:180.67 - - -_ - -- - - �- - ELASTOMERIC COATING I ELASTOMERIC COATING PHASE 3 ° - SLOPING LIGHTWEIGHT CONC TOPPNG f SLOPING LIGHTWEIGHT CONC TOPFiNG C:) �_ / If _,IA 3/4 CHAMFER i l V - EXPANSION o f 3 4 1 r1�AFER I - - 0 I 01 TYP ° .° 00, 3/4" REVEAL -� 00 -I GROUT - FILL � �° i BACKER ROD SEALANT AND �� TO SLOPE 4f, 0 3/4" REVEAL ALIGN - TYP EA SIDE L - W/ FACE H.M. DOOR AND l -- -- - _ --- ..._ -- -- _ _ - - Project Manager EL:178.0 � EL:178.0 V 1 1 � _ OF CMU FRAME, PAINT IL LEY R B. '�,�LEY �— --- 4"X 4"X 16" SOLID - '� - "X 4"X 16" SOLID -' Designed SPLIT FACE CMU -- -- - - FLIT FACE CMU CAP - _ D. HOGAN -(- - - Drawn -- , C I D. BATTRICK SCREEN WALL @ STAIR 1 SCREEN WALE @ S TAIR OPENING 2. NOTCH @ PARAPF 3 BLDG PARAPET 4 Checked — SCAL.E: 3/4" = 1 '-0" a 305 SCALE: 3/4" = 1 '-r," 305 E. DAVISON -- / SCALE: 1-1/2" = 1'-0" 307 SCALE: 1 -1/2" _ �'-0" 307 Project Number -- - ----- -� -- 00039-436-102 3" Date —1-1/2" RIGID INSUL I - NOVEMBER 1999 » » » 8 X 8 GLASS �- 1 , " -----4"X 8 GLASS -- __-_ BLOCK, TYP ABOVHANESTAIRR NOSING Q� 'FRO BLOCK, TYPE 2 ��� F 12 BOND SEAM - 12 SPLIT FACE -- _. _- �� W% 2-#5 CONT CMU, TYPE 1 - � SEE ELEVS FOR i v��� 1,NES s�0 LOCATIONS v, - 19711 - ASPHALT EMULSION -- _ ALUM PIPE RAILING ' I Cl- EXPAN:,ION STRIP — I - _I (CENTER ON CURB) "' o '4%; RE ,a9� VARIES o o 8" SILL BLOCK, ' rl - --- - � _ S IANDARD BRAY _ - N, ------____- - N 10SEALANT, TYP o _ ! ALUM GUARDRAIL EXPYRES 06/30/01 EA SIDE _I - -1-1/2 RIGID INSUL_ 6 a I 1 a -- - - -_ - 4 X 8 GLASS I 8"X 8" GLASS SPLIT N _ 1-- N � q » x BLOCK, TYPE 1 SPL FACE CML, 1 Q` _ - BLOCK, TYPE ?_ ------_-- SLOPING THIS LINE IS ONE INCH WHEN x TYPE 1 �o" —MOUNTING PLATE AND CONC RETAINING WALL DRAWING IS FULL SIZE. IF NOT —_8"X 8 GLASS - 8" GWB ON f ANCHOR BOLTS. SHIM BLOCK, TYPE 1 ----- - fl "/ I -- ONE INCH, SCALE ACCORDINGLY. n 1-1/2 RIGID INSUL METAL FURRING W/ GROUT X I _ n - V, I � EL. 181.00 �--J .� o 0 — - -- -5/8 GWB ON METAL � B N �= __ a FURRING — 3" 14 ASPHALT EMULSION -- _ C-4 J CLASS BLOCK SILL 7 TYPICAL_ RAILING 8 EXTERIOR STAIR RAILING 9 ° SCALE: 1 -1/2" = 1'-0" SCALE: 3/4" - 1 '-O" , 05 SCALE: 3/4" = V-0" 1 CHAMFERS, TYP a _ CAST-IN--PLACE CONC PROFILE OF CONC 4"X 8" GLASS "� WALL BEYOND 1 - BLOCK, TYPE 1 0 SEE ELEVS FOR - a LOCATIONS 5/8" GWB ON o L4" / METAL FURRING -� 12" CMU - SEE -�--- CLASS BLOCK HEAD 5 GLASS BLOCK SILL 6 EXT `LENS FOR _ , „ _ 8 BOND BFAM 5/8" GWB ON CMU TYPE / _ y - SCALE: 1 -112" - l'-O" 317 SCALE. 1 - 1/2" - l '-O" 319 W 2- 5 P,IETAI_ FURRING 1-1 2" RIGID 1 12" CMU - SEE �a -------- - _.- ------ -- -- - - -- -- CONT - 1/ EXT ELFVS FnR IN'-)UL TYPE - ALUM CAP � � -8" SPLIT FACE CMU - - I 4 - --SEALANT AND _T .-- 1-112" RIGID INSUL —1-112" RIGID INSUL BACKER ROD, M - 3 4 BOND SLAM / - i _1 TYPE EA SIDE --SEALANT AND Z y - -5/8 GWB OIC, � �� 1 1/2 SCH 40 W/ 2-#5 T -�- -GROUND FACE CMU - o I METAL FURRING --ALUM PIPE CONT - of = CUT FROM 8 LINTEL / LOUVER I » - " I _ - 4 BACKER ROD 8 SPLIT FACE CMJ -�— 1-- TYP 1 `�I _ SEALANT AND TYPE EA SIDE PRIMARY A F I<t� Itel SEALANT, TYP '��BACKLR ROD, F--------LOUVERti RY _ EA SIDETYPE EA SIDE - EFFLUENT 1 ---EXPANSIDN STRIP SEALANT, IYP �„-I-� -� PUMP STATION 4" _ i `A clnr 1 —MOUNTING PLATE AND �__ --DAMPER --s X 8 GLASS ARCH. DETAILS - y ( ANCHOR BOLTS. SHIM SEE DWG 323 EXPANSION STRIP W GROUT BLOCK � r --8"X 8" GLASS BLOCK / _^ " _51 i YPr: 1 1� 4'- 85th Ave.#1, 18580 -- ---- — B UP 1999-00502 a'T 23 of 40 Sheet Number GLASS BLOCK JAMB TYP RI 11 LADDER POST 13 CLASS BLOCK HEAD 12 DOOR HEAL) W / LOUVER rl4 LOUVLR JAMB 15 - „ --- SCALE: 3/4» 1 , 0» 305 tl _ _ » - t o SCALE: 1 - 1/2 == 1 '__0" 31 S�,AL.E : IJONE 319 ,CALF : i -1/2 - l'-O" 317 SCALE: 1 - 1112" - 1 -0 3?9 SCALE: 1 -1121# -- 1 0" 3 i 9 3� 9 NOTICE: IF THE PRINT OR TYPE ON ANY 1 l l l III III III III I�I III III I I l I l t III III 111 111 fTf I I f 111 I II I l l III III I I I I I l i 111 III I I III III III I I I I I I 1111 III I 1111 III 1111111 Ill III 1111111 III III VIII I '�(� - IMAui: IS NOT AS CLEAR AS THIS NOTICE I I I 11T- I I I .%� I I - L.3T -I-- L- 4�I__I -I �fL / /)C, - IT IS DUE TO THE QUALITY OF THE N,,,g ORIGINAL DOCUNiENT �s' i+l+Z I BIIZ I LitII 8ZI I I Z y1Z 18Z Z I OZ HrT 9T LT 8T + 41 6i ( b'I I ZT I LT i 8 8 ,L - �9 91 - �>p fi Z Talti� �IIIIIIIII�III.Illlllllllillll� lil�l II�III�II�,I.IIl1�IIIII 11111�1111111111111 I��III�II ILII I�� 111 ( I�I �I I III I I 1 I II � 111111111111► II IIIIIIII��I1111111111IITIIIIIIIIIIIIIIIII►I11lIlldlll� II I lull II.I�II1111�1111111.111 Ll.Illllll�Iilll I I I i lli 11I I I I I I I I I I I I l I I I I�1ll111.��L. 111 I L L 111 rll I1 A B_ C D E - - ---_ _--_ --_ ----- ----------- 6 NPN, ---------- " XMI I i 1 I I - �y 1 1/2" NPW CL EL 165'± { 1 1/2" NPW CL EL 176'± I { s 's / HDR Engineering, Inc. 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(SEE SCHEDUL "A” AND DRAWING 91J) B. WILLEY4 FD-1 "HATCH16 �- Designed4 FD-1 3. FLOOR DRAINS SET 3/4„ 154BELOW FINISHED LD, PLUCKER 4. FLOOR DRAINS, FD-1 , DC NOT DrawnELECTRICAL ROOM HAVE M. HENKEL TRAPS. EL.1 /8.00 CheckedC 5. PROVIDE REFRIGERANT PIPING FROM ALL AHU COILS. D. MARTENS -X!•9 e�OA9.•anN 1544-30 Project NumberC HATCH 6. COORDINATE SIZE AND 322 ARRANGEMENT OF LOUVER, 00039-436-1ir-r c0 �4 ` y�I 2YH c) DAMPER AND DOOR. SEE DWG 318 AND 313. uuie - NOVEMBER 1999 L 1 OUTDd6R/WET i4TCR I PUMP AREA EL. 0 OUTDOOR WET -16LI- ,x. i 1 4" FD'-1 178.00 L�HATCH .178.OU 15440 19711 CN 411 05, T Ll -- S 06/30/01 . J a RETURN EB THIS LINE IS ONE INCH F iiWHEN F1 4” FD-1 ONE INCH, SCALE ACCORDING L Y . OtRD15440 X4 FID-1 4 R 15440 16 ! B � 08F99801 INTAKE DPMPER ___ _..__- I � 08F9 60 06 INTAKE LOUVER C 4" FD-1 30"X24" le 0808F99802 MECHANICAL \ I ROOM EL.178 00 . EL. 1-i8,00' 322 p; f1=.1:- , .� Z '✓ PRIMARY EFFLUENT PUMPING STATION A HVAC & PLUMBING LEVELPLAN UPPE 85th Ave, i2, 16580UPPER LEVEL HVAC PLAN BUP199 00502 2o 41/4" 1 0" Sheet Number '320I NO En NOTICE: IF THE PRINT OFTYPE ON ANId91 �004 IMAGE IS NOT AS CLEAR AS THIS NOTICE IT' IS DUE TO THE QUALITY OF THC- "^,3e e" ORIGINAL DOCUMENT EZ iL [ 6 16 Ti I ?____ D E D 6" NPW EL.178-00' ..t.. I..�._.t.__;.__t_,.,_�.....L._..t_J..-._t...7._....t.......A_..-t..._.J._�..A._.R.. �.+.-il 1 1 1/2" NPW CL EL 165'± `;•�nR Engineering, Inc. D _...._ , 1 1/2-DRN - 081799806 _] 0180 r--- - I UNinED SEWERAGE AGENCY !� •; i rl.! ...._.._ ._._.--•--__...____....__�.._..._..____._._._ ..._._.._____._..____.__..__._..._._.._.._....._.. I I __ __�.. _..__....__._..__....___.____._...�_.______..___.._.___.�_..___,._.____ ____-__..--_..__. ._...� ., GF WASHINGTON COUNTY EL 170.00' _.---------- DURHAM E i is ��� I ! ! I . II . I �• °1 •� -� � I 1 ► , _ FACILITY I k I' If 1 1/2-DRN I ,, I• I• '�_1I I I I i �__i I ; �' _._..__ *_., PHASE 3 ,:�� METERING ROOM _—_ EXPANSION •.� d { I ► I I I I i I I i � „ { � , I I 1 " � � ^'1 w.sr,resr^v�w m.n,_v..a•-.r.n_.v.r ( I� �\_ �• !•I1 112- NPW FRP EL.159 00'yl l• 1" '' - I :�::::`,.:::::".:.:.:...www:r ,w:_�I I ' _ { ( Project Manager I �• 15440-19 HB--1 �' ! _._..... .,._,.,__. ..... .._. _.. .. .�..�, I I 1 I, I ;I F: f - - _i•-: I Q. WILLEY 05505-06 HR-1 ' f I .__ __-_..__ ..__-...._..__�____________�. i i -,+ ,� I ► [1C( ' III _ __�yy.~. - �-"�� Designed 1 1 2 BALL VALVE 112- BALL VALVE ,� _ •� { ( w a.w_ .....rr r~.__r ..._..___. ._..._ {} _ w �1 � I I• / ! .`� I' I I _ .........._._...�. ._.w.•,,_,.._.._.., ...�...._ I _ _ I I WALKWAY t r I' D. PLUCKER ++ I . . -- _ . . I" EL.159.00 r I 1 r 1 1/2 CHECK i 1✓_ • - - 1 ( ' Drawn , .l 1/2-DR M. hENKEL r Checked { I EL. 153 J I• ( .-_.._......_. ii ..,._..,.„,..,...w•«_....,r.w..._w..w�,.•w..wv_.r......._.r. ( y I I 'I I t - L.-_------.___�_._ '_ ______ _ _ _. I i -�•-+ ____._-. I �-_1r __ I ".__ _. Q. MAFtTEN50N r.�_._.__.�.__...._.._.__.._,._._._........_..._....._.----'t_....._.._���=r.......3.._._,_._•.:___.__._._._ _ _ _ .-._ _(• I _ � "' r --s---:---v---s•-•-•r----c----,r---z•^ -�7-'• r-�--=r- -s•.•-.^•� .,..,.,....�.n..,...�.....-,.....,,.,�.�..c...,...,._-„.,,..�..... t. _.._..__,....._.__..._._.._._.._._._._...__._... - _ .._.._.. L._...�._..._._.._....._.._..._..._............._.__............._..._.........x_.-J.._.-.� .J..__.1_..J..._.t.......L.__ ..� ..._. _.. ,....�^..-._...._,A.....«�.,.....J......4._..•.._...1._._i....._..t.«...A..._.A._..Je......t-..._d...._.4_._....-.. •-�_ � � ..�,g.��._�,_.,...,..»._.�«.w_,...�..s.�.:_._.._.,__ + � � -I Project Number 00039-436-102 ' SUMP PUMP FF -r-- - 08P1 1 101 ! I I I _ I _ Dae arw � + ! - 1 1/2” NPW CL EL 165'f �_� - .- _ _ _ i NOVEMBER 1999 4 ) _ _._ ri FR ' ._...._....! ...,......,..,,......................«..,.,,.._.....,...,..,,.y......_.._..,....,..,jl- i I._..__—._._... .. .__.. ,� i 1 I � _ •y� 1!, -� I i II � � �y. i ! I !!! r I J I ( I 19711 �J ?5440-19 HB-1 L' ! t- s' +' -� I- R — ( ; 05005--06 HR-�-. �.L_ ' i! _3_ I SUMP PUMP I l� `...� SECTIONrA �� .�.�. _ �.�-�_• w _ - _ _ c x ,�� 1 r ^ll QBP 1.1 1.01 _\' I ,..� =� ( F,��, �• 0� N ., .. -:� I WET LOCATION :.� � �_:s I '�FY G� 1 /4 = 1 -0 _ t - B. 321 I 1/2-DRN' _ -- n ��. i AREA ; EXPIRES 08/30/01 FLOOR DRAIN STRAINER DRAIN BODY POURED / EL. 153.00' -------w- ----- --r-- •---•�•�I ( �� j FLOOR DRAIN STRAINER IN PLACE a FINISHED FLOOR- f �, -- 1 2-DRN FINISHED FLOOR ONE -�- _ - ___..:::�. __.. ' (� _ __ ___._I -.__'t_.. __.fil "- .... - DRAWiIVGEISSFULL SIZE. FHNO CT L, Lo 36"' ROUND (MIN) -- I - -----< -'---w- ---•-- '' !� 1� I I # I 7{ li ) I t I ONE INCH, SCALE ACCORDINGLY. SLOPE TO DRAIN PER PLAN DRAWING M-•_.•._. .r .__•,__._...,_. ,.rw__,. I II I ai --ate i I . .._ ._................._... _...,.. . ... 1 i _:.L _y lJ 1 " r SLOPE TO DRAIN PER PLAN DRAWING d®00oa ® ....� I I - •, w 1:� I C) t iI ; I 4--SAN DRAIN BODY POURED IN PLACE •�' 0£31799601 I e, L! r ► a FLOOR DRAIN — ELEVATED SLAB I tin NONE ---C� 5440- 1� FLOOR DRAIN — SLAB ON GRADE ' ' ' �___ 15440- 18 I I i ! j WALKWAY ; ` o -- :�1 j I EL.159.00' NONE /' ` DAMP LO)CATh1N��:.� w�{ t AREA 1-- U 1 1/2" DRN _ ._. _ . __ . . _. = _ "1 1/2" BALL VALVE -. FLOOR DRAIN FINISHED FLOOR -- SLO!'E TO DFAIN � i 081799602 ! Ln SEE PLAN DRAWING 1 '12" CHECK VALVE 1/2 BALL VALVE W/LOCKT� r m I + LANDING I • � _�_ .1_ .I._ _�_..__�_ i .� � ,•, 5440-17 ! E L.162.5;0 i! L. 53.00' &7-3 ' �� rA ....... I PRIMARY EFFLUENT , A PUMPING STATION HVAC & PLUMBING t ' -- WASTE LINE t .... SUMP PUMP FLAN LOWER LEVEL rni08P11007 LOWER LEVEL PLAN i r 1/4" = 1 '-O" NOTE: a 85th Ave,#2. 16580 1 . SEE DWG 320 FOR NOTES. BUP1999-00502 0. 7 TYPICAL FLOOR DRAIN DETAIL ( FD) � �5 4° "�• 15440- 1 / SUMP PUMP PIPING ISOMETRIC sheet Number NONE °`----- _ In rn0 1 10N 321 N I � 3 I NG 2 - rn n -o NOTICE: IF THE PRINT OR rYPEONANY flllll (illllllll . it IIIIIIIII I { I ! lilllll ! lillll; IIII !III !I(II Illlllilllll (Ill IiII111IIJill lI III ill 111 III 111IIIII111II11 III IIIII ! lilll lilllilllll(111 ' lilllilll!;illllill 1! 111 !111II �oA a�l 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, - -it - - --- 1 -- - --316�_ !TIS DUE TO THE QUALITY OF THE _ _ No 39 14 ORIGINAL DOCUMENT f 8rZ TZ 6 Z E1Z I lit -IIIA I(f Z U z Ali 8f G i 9 9 t ib i E t Zl t 1 t �t l8 11 8 ff L �8 4 II jjib S Z ��t "����1 II II it IIIA III�I! I�IIII IIIIIIIIIIIIIIIIIII Illl�llllilllllllll{IIIIIIIII IIIIIIIiilllllllllllllll�lllllllllllllflllll�lll' I!I!II!IIIIIIIIIIII IIII�IIII ILII Illlllllllllllllll,�ilil lllllllll IIIllllll�Jill lllll Illllllll�lllllllll ll�llllllllllllll�'I"� llll II1111111NIII (IIIIIIIII xi �w u C D HDR Engineering, Inc. � I , I 08F99803 _] 08F99804� I 15440-'09UNIFIED SEWERAGE AGENCY - 4" RD-2 OF WASHINGTON COUNTY 15440-09 PULLBOXS 4" RD-1 " 16"x24" < - .. :,,� DURHAM • '�� I wx f✓ r.- tits ''S.. WN �i" I EL 190.00' C FACILITY \' .:\`•._ B STT _ �---__--._(__ �.� 24"x24" ,x/ I I PHASE 3 (_-OSF9805 EXPANSION _ IKER C DAMPER AND + I 18"x 18" EL. 1 1.50' ; PULLBOXS + r , EL. VARIES ~` .�` ,• Project Manager r 27rr x24rr I I I I B. WILLEY 08F99802 /rte I '\ Designed D. PLUCKER Drawn EL.178.00' M. HENKEL 17 - - _..._�__. Checked _ �.__._. J. GLOVER EL.162.50' , !t' ( III 4" FD-1 1i I I I Proiect Number 15440-1�,> 4" RDL 00039-436-102 Date 4" RDL 1 __ { ` I NOVEMBER 1999 ' DRN"� 4 `� I f ! I G PA4 9711CL t� 4" F `1:-_:.. EI_. 153.00' ( I e I I w 0 ;-- _ -- I }_._.I!' I ! } `I ' EXPIRES 08/30/01 1 r a 4-SAN �__.;� I I • �...� , - TO Sump I THIS LINE IS ONE INCH WHEN S ECTI O N DRAWING IS FULL SIZE. IF NOT I I " - 1 ` 0" 3'1 , I I "µ i l�,>\ ONE INCH, SCALE ACCORDINGLY. 1/4u _SECTION rB 1/41' = 1 '-0" 320 B x- 15440-09 RD-1 & RD-2 26"x26" ')A% a ; EL. 190.00 o 24"X16" ' �;• 1 1/2" NPW SUPPORT AS -- I WALL OR COLUMNREQUIRED 3 + 08F9960 - -�� _ 08 -6-98-0 71 Q) 0 �� 00 i� I i � I I �Ex, 08F999 (n o I T RE�uRN ~� m 27"X24" - � I O I HOSE BIE3 H( R-1) FLOOR --- 4" RDL 4_FD-1 C PRIMARY EFFLUENT r� 15440_16 I �- _ ^ I N 4 DRN A I PUMPING "'TAO o ` I HVAC & PLUMBING a ' TDROP DETAIL HB-- 1 SECTIONS TYPICAL INTERIOR SERVICE SVA ER 51 44Q- 19 SCALE: NONE th ! NQ: I. L 85th Ave,#2, 16580 1 . SEE DWG 320 FOR NOTES. BUP1999-00502 0 26;,r 40 U SECTION rc 3 Sheet Number 320 N4O 1 /4,. 1 0" 322 CJ O Y td/ Cl -0 M+tCwuYeuCgRlRimtt �suw. pY�yw15N NEWMPJ-nrp rm m� ... ,...: _. _.. .:_. _ ?.Aw - - - -. .. - ... _. _....__.._.._..... _........__.....—....__._....r__._ .__..._....�____1i:.4".iA .t�+lE' '1C."_'[ •"SRFn1 «.�Aa:::SL,. r NOTIC I c � IMAGE IF THE PRINT OFARASTHISNANYOTICE ` III 111111111 IIIIIII �IIIII� IIII111 �111113 II_LIIIIIII111�' IIIIIIIIIIIILII IIIIILIIILIIILI 111111 IIIII_II4 III 1111 I 11111111 IIIIIIIf IIIII� IIII111I11110 IIIIIIIIIII�1 III 111111 rn ,/ a�� �(�f� ITIS DUE TO THE QUALITY OF THE _ ""'0 III III II III 1I1�1111111111�1►111111111III((IIIII�IIIIiiIIII► ll � l � I � I �1 � 1III II � I � 8ORIGINAL DOCUMENT 11,3I 1 1 1117 11I, 11t1 11" 1 111 III 6iII , 1111111l 1111�1 1111 11111 I 11 Illu"LGa-t ll19 14 - II f 1 AIR HANDLING UNIT S('HEDUL.E •- October s, 1999 UNIT HEATER SCHEDULE i MECHANICAL REQUIREMENTS � USA DURHAM WWTP PRIMARY EFFLUENT PUMPING STATION SECTION 15605 00039-441-1U2 ELECTRICAL USA DURH0 WWTP PRIMARY EFFLUENT PUMP STATION SECTION 15605 00039--441-102 October 12, 1999 UNIT _ MANUFACTURER LOCATION AIR OSA EXTERNAL COOLING HEAT HEAT FILTER FANS `JOLTS UNIT MAXREMARKS TAG TAG MANUFACTURE LOCATION OUTPUT AIR ELECT ELECT VOLTS CONTROL REMARKS n10DEL NO. ROOM FLOW FLOW STATIC CAPACITY OUTPUI INPUT TYPE AMPACITY FUSE - CP NOTES No. No. MODEL ROOM NAME MBtuH CFM kW AMPSPHASE TYPE NO. CARRIER ROOF CFM CFM IN WC Tons MBtuH l(W N0. - HP PHASE AMPS AMPS 08F 99601 MODINE HE--200 LOWER LEVEL METERING 68300 1300 20 25.2 460 3 T-STAT Horizontal unit - Electric + 08F901101, 40RM012 302 Mechanical 3,500 3,500 1:8 10 57 Cleanable 1 3-- 2.4 460 2.6 15 1, 2, 3,4, 5, 6, 7, 8 08F* 99602 MODINE HE-200 LOWER LEVEL METERING 68300 1300 20 2.5.2 460 3 T-STAT Horizontal unit - Electric 08F99802 40RM012 302 Mechanical 3,500 1 3,500 1 1.8 10 Cleanable —71 -- 2.4 460 3 2.6 15 1, 2, 3,4. 6, 7, 8 08F99603 40RM012 — O8Fgg801 3,500 0.04 57EJ 25 1 460/3 1 1,.2, 4, 5, 6, 7, 8 D -NOTES NOTES 1 ENTERING AIR TEMPERATURE 50 DegF HDR Engineering, Inc. 2 PROVIDE 120 VOLT THERMOSTATS, WALL MOUNTED 1 REMOTE ELECTRONIC PROGRAMMABLE THERMOSTATS, STANDARD TRIM, EXTERIOR TEMPERATURE SENSOR AND ECONOMIZER DAMPER OPERATORS. 3 PROVIDE FUSED DISCONNECT SWITCH (PER NEC) FOR EACH UNIT 2 PROVIDE VERTICAL FLOW UNH WITH D/X COOLING COIL, ECONOMIZER AND FILTER SECTIONS. 4 MOUNTING HEIGHT TO PROVIDE MINIMUM 7 FOOT CLEARANCE 3 SELF CONTAINED UNIT W/ FRESH AIR KIT, LOW AMBIENT TEMPERATURE CONTROL, ANTI-SHORT CYCLE TIMER, RETURN AIR SMOKE DETE7OR AND RACK HEATER 5 FANS TO BE SPARK PROOF. 4 PROVIDE STARTER, LOCAL. FUSED DISCONNECT (PER NEC) AND CONVENIENCE OUTLET. 5 PROVIDE UNIT 08F99801 WITH ELECTRIC HEATING COIL (08F99603). UNIFIED SEWERAGE AGENCY 6 MAKE ADJU"TMENTS TO OPENINGS DETAILED ON DRAWINGS 10 ACCOMMODATE EQUIPMENT AS PURCHASED. OF WASHINGTON COUNTY i MAKE ADJUSTMENTS TO ELECTRICAL REQUIREMENTS DETAILED ON DRAWINGS TO ACCOMMODATE EQUIPMENT AS PURCHASED. 8 CONFIRM SIZE. CAPACITY, ELECTRICAL AND HP BASED ON EQUIPMENT AS PURCHASED. AHU SCHEDULE — COOLING COIL (D/X) DURHAM I LIT' MECHANICAL REQI'IREMENTS USA DURHAM WWTP PRIMARY EFFLUENT PUMPING STATION SECTION 15605 00039-441-102 October 6 1999 UNIT MANUFACTURER MODEL SERVES LOCATED COIL SIZE EAT LAT PRESSURE LIQUID SUCTION LOAD REMARKS PHASE 3 NO. SIZE ROOM ROOM SQ. FEET D8 WB DB WB DROP-AIR TEMP TEMP MBH NOTES � 08F99801 CARRIER 28LA-012 301 Electrical 302 Mechanical 9.79 77/64 57.255.5 0.71 105.0 40.0, 120 1 EXPANSION 08F99802 CARRIER 28LA-012 301 Electrical 302 Mechanicol 9.79 77/6 57.2 55.5 0:71° 105.0 40.0 120 1 NOTES: 1 PROVIDE INTERCONNECTING REFRIGERANT PIPING TO ACC UNITS. AIR COOLED CONDENSER UNIT SCHEDULE 00039-441-102 Project Manager MECHANICAL REQUIREMENTS USA DURHAM WWTP PRIMARY EFFLUENT PUM LNG STATION SECTION 15605 ELECTRICAL MAX October 6, 1999 UNIT MANUFACTURER MODEL SERVES LOCATED CAPACITY SERVES AMBIENT SUCTION FANS COMPR. VOLTS UNIT FUSE -- CB REMARKS B. WILLEY NO: SIZE ROOM TONS I TEMP. TEMP. N0. -- HP kW PHASE MCA AMPS NOTES Designee; OBF99803 CARRIER 38AK012 302 Mechanical Outdoors 10 08F99801 85 40 1 - 344 10.5 460/3 18.54 60 1, 2, 3, 4, 5 08F99804 CARRIER 38AK012 302 Mechanical Outdoors 10 08F99802 85 40 1 - 3/4 10.5 460 3 18.54 60 i, 2, 3, 4, 5 D. PLUCKER NOTES: Drawn 1 PROVIDE ISOLATION BASE, CONTROL. POWER TRANSFORMER, LOW AMBIENT KIT, ANTI-SHORT CYCLE TIMER, & HOT GAS BYPASS. M. HENKEL 2 PROVIDE STARTER, LOCAL FUSED DISCONNECT (PER NEC) ANt, CONVENIENCE OUTLET. Checked 3 PROVIDE ACC UNITS TO MEET COMPLIANCE WITH PORTLAND GAS AND ELECTRIC COMPANY REBATE PROGRAM D. MARrENSON 4 PROVIDE ACCESSORY PRESSURE OPERATED UNLOADER PACKAGE TO PROVIDE ADDITIONAL STEPS OF UNLOADING DOWN TO 33%. Project Number 5 CONFIRM SIZE, CAPACITY, ELECTRICAL AND HP Pro CASED ON EQUIPMENT AS PURCHASED. � J 00039-436-102 j Date - NOVEMBER 1999 VENTILATION FAN SCHEDULE —Inn,F USA DURHAM WWTP PRIMARY EFFLUENT PUMP STATION SECTION 15605 October 11, 1999 00039-441-102 r-G TAG TAG 200M ROOM MANUFACTURE AIR Total MAX Motor Volts / �Cj�4�G I N_4po No. No. NAME _ MODEL FLOW Static Seed TYPE BHP HP Phase REMARKS 4' 19711yy N0, MATERIAL CFM IN WC RPM r 08F 99805 LOWER LEVEL METERING GH RPF-24H STEEL. 2,743 0.750 1,305 Hooded 0.720 1 460 3 SUPPLY o 085 1 99806 LOWER LEVEL METERING GH RPE-24H STEEL 1 2,743 0.625 1,295 1 Hooded 0.600 1 3/4 1460 3 EXHAUST y 5. 1 � NOTES 1 STORMPROOF tFAc y Q �C. 2 FANS TO BE SPARK PROOF. ��— CL 3 BIRD & INSECT SCREENS & BACK DRAFT DAMPER; REPLACEABLE FILTERS ON SUPPLY FAN 10FIRES 06/30/01 4 PROVIDE W/ TALL BASES, ROOF CURBS, LOCAL PRE—WIRED FUSED DISCONNECT SWITCH (PER NEC) AND OUTLET. 5 PROVIDE ONE 120 VOLT THERMOSTAT WALL MOUNTED, WITH HOA SWITCH AND 2 SETS OF CONTACTS TO OPERATE BOTH FANS. " 6 EXHAUST FAN TO HAVE VERTICAL FIBERGLASS DUCTWORK, WITH HIGH AND LOW INLET. f----t 7 MAKE ADJUSTMENTS TO OPENINGS DETAILED ON DRAWINGS TO ACCOMMODATE EQUIPMENT AS PURCHASED, THIS LINE IS ONE INCH WHEN a 8 MAKE ADJUSTMENTS TO ELECTRICAL REQUIREMENTS DETAILED CN DRAWINGS TO ACCOMMODATE EQUIPMENT AS PURCHASED. DRAWING IS FULL SIZE. IF NOT 9 CONFIRM SIZE, CAPACITY, ELECTRICAL AND HP BASED ON EQUIPMENT AS PURCHASED. ONE INCH, SCALE ACCORDINGLY. a N B o PUMP SCHEDULE PUMPS: SUMP July 29, 1999 00039-441 - 102 MECHANICAL_ REQUIREMENTS USA DURHAM WVVTP PRIMARY EFFLUENT PUMP STATION ELECTRICAL Manufacturer Design Total Total FLUID PUMP Disch Notes POWER TAG ROOM Pump � Series TITLE / SERVES FLUID Copacity Head Head TELF11BHP MAX Pipe Volts/ HP Control NO. Tale Model SERVICE FROM TYPE GPM PSIG FT De RPM Inch I Phase T e OBF99908 METERi�.0 GOULf I WEC51 1 H SUMP PUMP Water 25 15.2 _ 35 100 0.34 1750 2 1 1 15 1 1 2 Float ` NOTES 1 SUBMERSIBLE WITH LEVEL CONTROL FLOAT SWITCH 2 a U U) 0 O C1, v CRILLE, DAMPER, LOUVER AND DIFF-USER SCHEDULE _ Cp V USA DURHAM WWTP PRIMARY EFFLUENT PUMP STATION SECTIONS 10200 AND 15890 October 12, 1999 00039-441-102 V) UNIT MAr,'1FACTURE FRAME AIR SIZE SIZE VOLUME I TYPE- MODEL SERVES DUTY TYPE MATERIAL STYLE FINISH FLOW MIN AREA CONTROL NOTES REMARKS I NO. CFM INCHES SF W x H m A "ITUS 300 RL/S AHU SUPPLY DIFFUSER STEEL DUCT ENAMEL 1,167 12 x 22 1.6 YES 1, 2 BD B TITUS 350 7-RL S AHU RETURN GRILLE STEEL WALL ENAMEL 7,000 24 11x 30 4.65 NO 1 0 H x L C RUSKIN LLF6375DX 302 - MECHANICAL INTAKE LOUVER--DAMPER ALUMINUM WALL_ ENAMEL 7,000 1 24 x 72' 5.96 NO 1, 3, 5, 6, 7 WEATHERPROOF D RUSKIN ELF6375DX 301 - ELECTRICAL EXHAUST LOUVER-DAMPER ALUMINUM WALL_ ENAMEL 7,000 1 24 x 36" 2.89 NO 1, 4, 5, 6 BDD PRIMARY EFFLUENT A E TITUS 350 ZRL S AHU EXHAUST CRILLE STEEL_ WALL ENAMEL 1,372 1 24 x 14 2.08 1 NO , PUMPING STATION , NO TES 1 FINISH: EPDXY ENAMEL., BAKED-ON; TITUS ENVIRO--THANE HVAC SCHEDULES ' 2 BD = BALANCING DAMPER 3 BDD = BACK DRAFT DAMPER RUSKIN BD6 LOW LEAKAGE 4 BDD = BACK. DRAFT DAMPER RUSKIN BD6 LOW LEAKAGE W/ STATIC PRESSURE CONTROL_ 0 0.25 IN WC rD 5 BIRD AND INSECT SCREEN 6 MOUNTING FRAME LOUVER FINISH -10 MATCH DOJR AND FRAME PAINT COLOR g -7 INTERMEDIATE SUPPORT MULLION 135th Ave.#2. 16580 B U P 1999-00502 d U a M — 27 of 40 4iO1 Sheet Number vt r C4Q c cV 0 323 NOTICE: IF THE PRINT OR l TYPE ON ANY T I I rIL i I I I I I LIL I I i L I III I I�,I I I 1 111 1 1 1 ► III 11► III I'I 111 I I III ► ► III ! I tl! I I !II ! I Ilt ! ! ! ! I I III) I I I � l I f ! I I L I I I I I ! I I III I i I( i ! I ,;� � a� � �4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, ----.--I---- � - L __gl + 9 I 10 I 11 ( 12 1 _- _ - _ _� IT IS DUE TO tHt= QUALITY OF THE __ N0.3e . ,,, ORIGINAL DOCUMENT - I T_ - 0�V R Z tirl', LI + I� I ,,,,,,I(II��ILI�IIII�(IIIIIIII�IIIIIIII�IIIII(IIIIIIIII(I�IIIIIIIIIIIII�II((I(II(�illl (Illllll(Illll�illll I�Illlllll(IIIIIIII�II II I I I ►�►II 11IIII1►I1111(II111111IIIIII111111�►Ill III ii I �I IIIIIIIII�III►�►III Ill1W.11llll1111.11U1 �1�� IUIIIIIINIII J � E A/ B _J- � . _.� g_ 0EZMH990Q3 -1 C _ r � r � FI EIyIH99003 i i i i� �� B (TU VAULT) I I L_ J L 329 -- _. __ . 16450-02 I � �08P99001 _08590101 I _.._-_--- _,_._._. _ _.__....._._...»._._._.. I 1 I , , , _ _ ; I_. . ( (SEE NOTE 8) -- I I I I , i�v, - 08S99005D �� J8S901 U2 I _.._ .�_._.____.--- 16450-06 U8P99UO2F)- Iri r, ,, nr �,k ;q __....___.___. _._._ �����`� ��q� 08s99003F /• 08S90103 16450-02 ,`,'� ,' �x f I C-06 1640 O2 (SEE NOTE 8) (TJ MONUMENT t r 08G000OOA 16450-06 --� `����\� II �Y�(/ --� / THERMOSTAT I /` SEE NOTE 8 L JHTING, SE._ -s- ��_.._,.__„__ I I , U8S99o04D - �I (SEE NOTE 8 ',T,' '%� , '”' ' (SEE NOTE 8) "I'�i'It IIII (TYPICAL) ) �' �` ; ( ) _!, HDR Engineering, Inc. I TE PLAN) , t, + -- 08S99006U y www�rwwwwwwwww ww.�www.»�iw ww +� ii I ' 4r—�— —. w 4" wwww , `wwrrwww wwww�r��w wwwwwww��wwwwwwwwwwwwwwwww D '1' -- III yul1, I 08S99007D ___11_ UtsN00033 III + I fill III+i J 1 r 08G000OOJ '� I 08G1111 k 000OOH ___._.. 08S99U08D _ 08(,000 . _ ___. _ i 1 1 jltll►�Ilis4_ _ yr.;- is , ;_ JI _.w__ _T� �----- ..._.-__w._wrw..w.._--_.._.w..._»..w._+.. - • .. 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NOTES: ! 08 JF D 11066 j 7 , , s FACILITY i� / r, .� _ .•_ _. ._. __. __ _ __ ._ _._ . _ ., _.. _.. I i i i I I I 1 08S000 12 I! ` `' } �" •; 1 . THE TOTAL COMBINED LENGTH sf III III 08P0001�A OF (6)'. 200HP VFDS , SHALL PHASE 3 006 I- '1 % I 08C00012 I - =I--'- -- _ 08G000 i ,� ! I I + �1� NOT EXCEED 15 -6 I 08VFD 1 1005 EXPANSION + � � � � �-[08LCP1100� ! r'� 2. COORPi�NATE THE REQUIRED 0850001 1 I ' ( OPENINGS FOR THE EFFLUENT 08G00000C .;.+ I I + ! I ! I i", 08P0001 D U8P0001 IA a ( __ __ _ __. _� III PUMP CONDUITS (THROUGH 08MCC;99502 08LCP1�1005 ( BAFFLES) WITH STRUCTURAL CONTRi0,CTOR. 1 0850001 I y �� � ._..T....._._..._ 08P00010A ► - __ I _ ' 1 1 9 ` 3. MOUNT: TRANSFORMERS Project Manage I I i ti, M fZ _- _-• _j- I -` __ 08XFMR99501 & HATCH C 08VFD11004 �, I _ ._� ` � OSXFM1�4950L �350LQ 200LON WALL B. WILLEY 08MCC99501 x _ -- 1 I _ ABOVE :PANELBOARDS, WITH THE Designed i I ti 08C00U11 - BOTTOM TRANSFORMERS AT ~^ 08500003 I i - _1 I B OF RANSFO RS ,r ! _ _ :, 08C00023 8'-0" A.F.F. SEE MO!!NTING D. PATENAUDE OF3P00003F. �' 08P 1 1005 I - I 08LCP 1 1004 08LSHH 12Q0 r ERACKET DETAIL 1619r,-01 . Drawn I ! ! 1 II II (8G000OOD ,� (-08VFD 1 1003 ti x; 08Co0010 ( ) D. PATENAUDE ! I IN WETWELL C I I I I I+ 0850L1O02 �� l-;xd \ ��� " ___:�` _" 4. CONTRACTOR SHALL PROVIDE I l08G000OOE 08P0001UB ' r 08500019 THE FCLLOWING SPARE CONDUITS, Checked I ------ I II I I1 08P00002_A 1� \ _.. ��09!811004 j f '� 3 2, PVC, FOR FIBER-OPTIC) J1 t , , I ;� 00019 i 2 1PVG FOR TELEPHONE K. GARDNER 08P00017 I f` r__ [ 08VFD 1 100 y t'r � / , __.___._.____ �__._ —� , , j / \ �`, ! i ). I y i _ _-� I I f FIRE ALARM EXTEND SPARE I I + I �,� .r I/ HATCH ! Project Number j, ___._.._.._.______._._._ _, 08S00017 I /'•' I 08S000CI x t � \ I ' v___._ � CIJNDUTS 6 INCHES ABOVE T t. -- ____ " I ..__.. __! \-gotjLE LIT120 1 i ...; _f ELECTRICAL ROOM FINISHED FLOOR 00039-436-1 Q2 08P00001 A � i!x II �\ !� .�. . M�R, . �.._ `+I-��-.I _... �_._:.._. I ��._.___.«.__.... . (IN WETWELL) I �..-.! INSTALL. PULL-ROPES, THREAD Date I 08Lt LIT10101 `-J 08VFD11001 *, t t -. ,f 1 I + f AND CAP ENDS. (IN WETWELL) I--7t- - .� �� � ) `-- (I� ( E NOVEMBER 1999 5. SEAL_ ALL PENETRATIONS THROUGH 7 j yHTC.I-II ( i ! 08P00 220 ;\ t ;`� «-- PUMP AREA CONCRETE FLOORS AND WALLS ! ' (SEE SCHEDULE "A" ON DWG 907). ���0 F'RncFs OUTDOOR WET 1 t t o f x� I - I I ! i EL. i X8.00' `� _,•.._ �� - -i1 � i _ _` 085990G3F _ ; � �� `' �, � ' ,HATCH 08P00008D �� r I r- �•.., EL. 178.OU' + ��� _ _ I 08590 i 01 ! �. I �� 08P000Q38 OUTDOOR WET I 6. CONDUIT AND FITTINGS IN WETWELL Q SHALL 'BE PVC. ii 115s1 ..�__�-J - J I L._._.__..,._� FtATgyj � 08S90102 �- + �_-______-__ ! \ , 08590103 ► - �' ( I( !; _f 1 I ! I 7. HVAC CONTRACTOR SHALL PROVID OR GO r , ! - 08i' __ -' V` - - ----- ; DISCONNECT SWITCHES FOR HVAC ► ( �1 ! _._ __ 08P00008C I '';� P995U1` -<'_._ !._._._` .p <r,se�" I I I , '{ �SLF LIT1O102 r ! �_. ,'' �; 1 I � 0? EQUIPMENT. (IN WETWELL) 08XFMR99501 r fl t1 `\`. _,.. . MTR_ .__..__L c 16450-01 THRU H L. GP's �) !! T o I 1 k ; 1. 1 _._ -_�___ ___.___.._.__ 08S0001$ ,!a 08P00009C ! /! + 8. SEE DETAILS CL I I I ter... �- �. I �• 1 I �,'ti,, f ` _ i 1-� _ ,�,� 16450-06 FOR STANDARD ( &TIRES 6/30/01 sy ' ' 08X MP,9_- � ' 08P00009D �`...�_._.;�___. '� - - -� '-"� I ` GROUNDING. G I I I I I { CO8P00o 18 <'r -� L- F 9502 -�_ �. _ ; 08LCP00404 � , , ( 08P0 08C00021 I 08POC 0 80 B 09C00003 ! I II ! I '' _ ^, , 9. ALL MOUNTING HARDWARE LOCATED THIS UNE IS ONE INCH WHEN !1 i r'• CI_—� .j; `` `I IN WE-PNELL, SHALL BE STAINLESS 1 I I �8�? r,; ;; �iJ8T r I .003 t I I I Sl"EEL. DRAWING IS FULL SIZE. IF NOT 08C00018 I'.• r ► 08P00002F3 ; ;•� . .. w...,. , _ ONE INCH, SCALE ACCORDiN :.Y. ___7- , POOOOyA ..( r _ ,�� I I I I• 1111 i �.'''�� I! 08ATS.�9501 `" 08LC11 1002 : f _!08P1 1002 -� - « - I /,/--EL. 170.60 �}I _ t rA 1 i I; ( j I+ I I U P00009B 08ATS99502 _• _- ! _ I ( I I! ►u I HATCF� j ;:i i / ^! �� MTR' $ _ .._ _ _.I _ _ _._. .�.• _. EL. 1 10.00 - n° ! B I 1I ._ I- 08P 0027 -1.,1.. __-_.w___ _ �a1• r' r r �._.T - i 08LCP 10101 I 1 ! I II it I 08LCP10102 �II. ,,, 08LCPf1001 �08F996038C00001 q V ( BO E) r� 08P00030 08P0001-6 I! 08F99801 i'�f i-, --- _p8HP99.501 �1 08P000Q 1 B t_,, 08F9980�- �� 08P00.03.1. ti �....__ _».____. __._._. t l + I I r + I 08P00024 i c. r-» P 0801 �� , ,'I �, MT _ (+- I _ �_.._ _ i_.....I 08G000OOA _ R: -, �tw � 1 MECHANICAL PULLBOX- _ _;_.._.»_».- I M�, 1 ROOM 1 _ PB0a0?_ �� MTR 08F9Q805 I o I I EL. 78.0 PULLBO,. _ - ` _ �. __f _.�» _. . _ __ 08P00028 ---- ! I"-; -- _ PB0803 _ -}--_,- W_{^_ Pl1LLBOX PULLBOX SCREEN 16450-04 -', I t--CO8 G000OOA 16450-U4�- . -;I ' - ---___ ~�- 44 0 7 PBG$06 I ;; INDOOR/DRY PULLBOX - _ _ 1 -_P-B-80 WALL (SEE (VOTE 8) ! I I (SEE NOTE 8 j ` ,11 '.� -------------- ------ _ -PULLBOX 08P00025 _1 L ' �i F B0804 = ___-- - ______________ - ..1�_(( rr'% /,. ' . ...�.__ :. .. P.ULLBCt.X-! - 00 ....._....-.. ...«..._............ .,.«.».._..�....... _.._..«......,•IZ�''.:.".F7�'! 1 ._......_...............��':���.7-.�, ...« ,,�.:.. 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I -SCREEN �;�QE,Q_02 --''� PUMPING STAT ION WALL _ I _...»......._ ...».._._ { (SEE ^;vii S) (SEE NOTE 8) POWER PLAN UPPER LEVEL t 11 �- 111 85th Ave,#2, 16580 UPPER LEVEL P �_A N B'JP 1999-00502 u SC�,LE: 1 /a" = 1 '- 0" 28 or ao Sheet Number � " � 325 V M MD x v �, I i p i O NOTICE: IF THE PRINT OR TYPE ON ANY ! I ! ' 1 ! I ! I ! � I ! I! � ! ! I ! ! I ! II 11 ! 1 ! 1111 II ! IIIIIIIIIII ! IIIIIIIIIIIIIIII VIII IIIIIIIII IIII1111111 IliIIII I 1111111 1111111 IIIIIIIIIIIII IIIIIIIII llilll Illlllll li III VIII !' ��� cX%4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1L I - l - L - 31 __ 141_ - I L _ L 61 _ I -- I - $I ---I 1- � Iqlljl Ol - I ill 141 IT IS DUE TO THF QUALITY OF THE "°36 ORIGINAL. DOCUMENT E (i11Z 8jZ L Z 9 r 47 y1Z E Z IZ 1 7. O ti td [ 8�1 LIi 91 y : 16 l E i "11111 i i�i Ill 8III1IIIII IIIIIIIIIIII IIIf�lll► IIIII11► II►I IIIIIIIIII►II�iIIIIIiI �II�!! 1111111 Ilf► IIII illlil!I IIII 11iI II11111Illll!Illilll ► ►I►iIIIII1III1�IlI1i1111li11;i�11U,�11 �111uW��i�!Wl! IIIIIIlIii1�11LIIIlIINIII I'- A— B c \ D E I -- . 4 I HDR Engineering, Inc. D I THERMOSTAT . r UNIFIED SEWERAGE AGENCY (TYP. FOR 3) 11 j OF WASHINGTON COUNTY ,JH> ,. ►OTS ' � rNv,,1_aaNN4a4xsXo,wtif✓MInO-r� LnQpa N .._�__�jl.Jl-i._.�_-il r lI 1I "-`_-.__"�I��1!{•'H�.,��!'r1,�`'I;�/k,t.I'.�'�s.;4l Ir'lisEI6�;II l:.r'I'.'.;t••.:,;ItJ'.'•1 f,r,.;:'i�.�:,',I.�.:'_I,I,�(".•,•.,f:,'`-'.�..`.':.i\..j_.,-��_\ti_•.:..-',.'./;�\��.-,.:./:,._�:......../O:."/...�f8_:.SZ. ;r'-,_-_.-.-..___'_\_._.;-.._.,_f.._.._,i`�,__;,.1._.(.1 1-�`Ii�,�I I�I ..__.�.S._______..__i.-___._l�_,_-._l._.f.I-__.._�....,11,i.�I!�i�s._•,Ii r!ilIi `".,!iIliir.,,._,I._._-».____I_.�.___I."."_.___._I."r._.."_-..=.»-._.._..:._.-..'-.__.I__._I._.__:-_`_.I_-..___.•.--I.I!t_.-_�`��.•_._I.__-.f\-~._._'_I-_.'._�._`..l-•...I_<__..'�._____'`!r_f.�.-.r..\-.4'...-,.I_.._—•_..__-_`..._,_� s_--..,"_'�_.__"_�-•_-_"-.:._»,.-._..__.»I....."_-_1-�.».'.-..._._I..�-`.-.w:a.-'_r_%',_-I.',1.�__`__.I�-,.__.a.. .``ti;.--.�:_I.``'_��...._��».�I_1/�^'-\_�I.;�tt.-.--rI—"_-_�I-'r_''•r','Ite_J'�,�Ilj�II�,�I�I!!Ij i I�'VIlIl�IIIj",iI,Ii�II III-(�II�ttill1�LF.Ir��r�>��"q-1,.I,F�rA.�.'.;,'..I-.-:'_l-...._"_""_:".I..µ`."._...'W,_.-µ."�,.w.._.__.•I_"'....r.....:_...:...._."..._I„..,_.."....._..:.�...,.n.'_L..IL.,_..,:'E....._w..w-�._..__I._,.._:_�....,_..w...:.I-_..._w_M.__.._l”..__M._-:_:._.,I,...-M_..-w.:._w-r.(._"..__.."_._9..4_..r....,..:'!,.t:.....__....__-_..,.,._.i""........__I._I.,_u..__.M-..4»...<...I_.._C.._w.,_.w...".s....._I_A_...y__,:.«..._...._,.-I.__._-._.'...,..-.-a-::.__,__I..-.K."W.....w6.___.e_�0�.-''I.-.�......_.-_w.:_.,.., 1,I __. iw �- .j zf�0,.`-�.I-:6--=..--:.^B—_�T{-!"+_•.�.__:...1__�.i_- _- 'III!II r`• I I•'_,I { Z Z_I iiI SITC- 1-1011�i I5Lt - 04 _ 0 11 9•1._, :_ ROUTE OjI.�.'UTE MOTOR R FEED ER !Da•ov�a_, U- RQ � g H' F�� F9A MOSC00029 CIRCUITS THROUGH PULLBOXES PBO$09, P80805 AND PBOSOI , FACILITYJUNCTIiN BOX -fWEENTYP. FOR VIA 2CONDUITS BE J." -. lSEE NOTE 7) PULLBOXES. REFER TO DWGS PHASE 3 325326 & 329 FOR PULLBOX LOCATIONS. EXAV gG x 8 O •3$�-s ` itiPJ V250 08S00015 J- JJ ' P00015A (FUTURE) 2 �OUTE MOTOR CONTROL CIRCUITS THROUGH PULLBOXESMTR 08 —� — ,130810, P130806 AND PBO802, -IA 2 CONDUITS BETWEENL- --� LLBOXES. REFER TO DWGS 32` � 326 R Pro ect Manager 1S01010108Z0401 PULLBOX LOCATIONS B, WILLEY NTATION &U$C00013. ROUTE INSTRUMDesigned E CONTROL PANEL SIGNAL ESD. PATFNAUDEJ WCIRCUITS THROUGH PULLBOX 08FCV12P0811 , PB0807 A401 EL.' . 6' Drawn 08Z�r1-0101 08C00014A1 401 `VIA 2 . .,ONDUITS BETWEEN D PA1ENAIDEEL. 150.08 PULLBOXES. REFER TO DWGS J 325, 326 & 329 FOR CheckedRC ULL3OX LOCATIONS. K iARDNER 08 Q -0 •- 0014A 8ZIT12401 kOUTE LIGHTING, RECEPTACLE Project Number08P04A & 120 VOLT POWER CIRCUITS 08LCP12301 085000 12, 00039-436-1cOC0S/ + O �2- THROUGH PULLBOXES P808 08U0014C WET LOCATION PBU808 AND FB0804, VIA 2. pate AREA 7 I08C00026 CONDUITS BTWEEN PULLBOXES. REFER TO DWGS NOVEMBER 1999L- T {08ZS012301 32,5, 326 & 329 FOR 0800002EL. 150.08 08SO0007 4 T PQLLBOX LOCATIONS. PRO 8C008FE FIT12301 F0 _T 5. EAL ALL PENETRAfIONS THROUGH CONCRETE FLOORS 11581EL\ 1,37.56/1 08PO007 ON WALLS (SEE SCHEDULE 03FC `ON DWG 9✓7).AD 0DE 2 301w fIF z� 8 7 y 08 �0007A CONDUIT AND FI IING IN 0$ 0006 08LCP122011WETWEL , SHALL B PVC. L.LOCATION TALL M XFRE7. CONTRACTOR SHALL Sit 12 0008P00,015A, 08C00015 &\ WET LOCATION CONDUITS AND CABLES= AREA EL. 108SOJ 08SOGOO08800015 AND ROUTE TO (3) 5300 �IT12201 V12201 `C ION BOXES IN LOWER 08C00006A LEVEL. CONTRACTOR SHALL I. THIS LINE IS ONE INCH4 DRAWIFULL SIZE. IF NOT , - WHEN HEN EL. 150.108' LEAVE A COIL OF W!RE (IN 00006B) ONE INCH. SCALE ACCORDING L 'Y -.�- AR i ! I 'UTURECO CONNECTION TO S0 02 �1019UIFMENT.I , T1201 OSP 08S^00068METERING 081_CP12101 HVAC CONTRACTOR SHALL 08000020 _YROOM )0060 PROVIDE DISCONNECT SWITCHES -' A08$00FOR HVAC EQUIPMENT.EL. 150.08' B J DAMP LOCAT5 AREA ION OEZS0121O1 08G8ZSC 0O8S00005B_0005 V Q8FE FIT16FCV1- 1 08P000584TR U005A_ ._ dZIT12'of i08P � OSP00026 08P00029 08$000 WALKWAY'L.159.00PULLBOX- PULLBOX �" I- :I- PB0811 PBC810 11OSF996 089F601 PU _L.BOX PULLBOX P60812 PBO809 LO CON SEE DWG; 35) I !I I P j . t1 LANDING o& . Z L.162.5PRIMARYEFFLUENT PUMPING STATION A POWER PLAN KN LOWER LEVEL LOWER LEVEL PLAN SCALE: 1/4" 85th Ave, #2, 16580 HUP 1999-00502 400 Sheet Number MLn Ul 326 U1n. a NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AOT HIS NOTICE, G 4iUlla91a + No 30IT IS DUE TO THE QUALITY OFTHE ORIGINALDOCUf'ENT 111111111 I �IIItZIIIlOIIIILHI LIi 9ioIIIII I8ZIIlIIGIlZIII!�II9Z11111,111111111111 lili II! ZIIIIILI ILZll11 11 1... illl11 INILII IIIIII! 1 , _ F ill , v 1 v � 1 1 v � Ir 1 � • A B C D E Y I HDR Engineering, Inc. D I I LIGHTING PANEL 08LP99501 _1 .----._._.»_ __. ._ _....»._.......... .. '•+,,!r /.cj�___... ..�J✓/_+_r..c+..'_ .�.._......_....._»��»�._..�....-.. ''...L.�^.C�./.e:'�_.�'i..^�. ✓'i`+t!�/y"'�••1^+r� 7 T/'j!/',.,7l_ijr+i..._t.._ff_,,.:r.cr.!..+.......!_/...C_,.r.'.'.....-:_/.�.:."r./__.�,»i..'.L._'. .,j.�..77./_....[/-...��,...'A,.c�.�_+!_.,.t.!...'✓/�_.'/....Gr'..r.s:.�/.,�r.iJ.-..'�1„�-r_•J• _at.-,..7l^�r•.pl•�:J,_:'.c:......L/.,.-.`r/.�a:_f...-.._._l...+:t�....:....�1,'✓.,I, .-r.:,....,..yf�..�[:1._)r.,.�. j. ;y .: ! /..2.r.•.,!._../G/"'...)':.'_/_.7f�^^,_!/ {I ' UNIFIEDWASHINGTON ERAGE CY 21r 3 c 3 c OF COUNTYUNSWITCHED SCREEN�. 14 NOTE 10 WALL __L— a I'�','t r .,�_.. _ __ _�.�.+•r_..'..__h__..j.r.._. _»_._...___...... ._..._____.__»__.. -.__ ....__ .__.._. _..__�_.__L...._...__..,- ,L�.-._.. »-._-,, 39i• (�I:t+ i (• (y�••.•.-,_,_..,._tl4�-.' 1!j••-J --____ ..____.._...(. :r(.___--_-.-w•.._.....-_. � HATCH 'r 1 . ALL UNSWITCHED LIGHTING DURHAM 3Ald i i FIXTURES AND 120 VOLT 1, � ' � / / { ,N` 17 ; L__J SERVICES SHALL BE FED FROM27 MOUNT FIXTURE FACILITY POWER PANEL O$PP99 .WP AT EL 176.751 t. i i CL OF FIXTURE PHASE 3 � 12 ;•7 1 2 d ( ) 2. ALL SWITCHED LIGHTING I FIXTURES SHALL BE FED FROM .---I, :__..__ ..._.___.._.---._____».__.__-___.__ .. __.�-�1 { i C I �-, EXPANSION _•_�__�___ 3 g 70 LIGHTI �G PANEL 08LP99501 . I ( � 1 � �� + �•,•, ! (,� { � c-- 3. SEE DWG 1003 FOR LIGHTING i b i C, 125 FIXTURE SC,,IEDULE. o- 4. MOUNT TYPE '3' FIXTURES 8'-0" A.F.F. SEE MOUNTING I II (:I `_ �Y 3 i j ,.�,. ,:}_ _ »__..___ _���_____ _,�r•�,1 i ( _ 6ETAIL 16510-01 . Project Manager 12 c 0 1 � HATCH ' ' b ! ` I ` ` _ � - ( I '-- `'. t`NOUNT TYPE 12' FIXTURES B. OIVILLEY- I� 3 ,` _ _. _» -' i ON SCREEN WALLS 9'-0" A.F.F. Designed � f `- .R ... .� _... .___ __. ....... ._.... I CL OF FIXTURE. g D. PAT NA DE 6. MOUNT TYPE '6' FIXTURES Drawn 1i'--0" ABOVE DOOR. b D. PATENAUDE 7. ALL EXTERIOR RE(,EPTACLES AND SWITCHES, SHALL BE Checked _1 WEATHERPROOF. K. GARDNER ry �Ii/' I ; It+ tr'' ... ' + mow\` $. MOUNT TYPE 1 FIXTURES J 7 Project Number 1 { !; I b I r �� r (IN STAIRWELL) ON WALL 8,-0" - - WP ,t �-l� .di (, L_..__._ � I 00039-436 102 ABOVE LANDING OR FINISHED 3 .�.._......_._._._.___. �, +----� FLOOR. Date �.�� ...� . .. ____._..__._._.�_.. ._.._ .�.�:� ' NOVEMBER 1999 r __,�._I i I ELECTRICAL _ �` ! ! _. f 9. SEE FIXTURE MOUNTING DETAIL T H_ 7H, �,� ROOM / ..__.._._.._.....__. __-»� I I 16510-03. EL.178 lJN SwITcHj D PUMP .AREA � �D PROr' (NOTE,, 10 �X' M f '`'r,' _ •7' ;'�r,.7�--.T-_r f-_-rIiI=..�T._- `? ..._.___......_ 1 {qTC- � - " _ f I 10. 1HE UNSWITCHED TYPE '3' ? , OUTDOOR WET Qv' K 3 FIXTURES SHALL HAVE AN 1158tOUTDOOR/WEltz 390, I IMERGENCY BALLAST INSTALLED. _I4- _ INDOOR/DRY p OREGO LOUB DOOR WET ;r�. I 1!"���'� �• I � + � t{. T01 f". "1. 1y � GPSO �{ + --POWER ANEI, EL. 178,00' (�';, \` i / + ► i `� / I EXPIRES 6/30/01 f ., 3 l 08PP99501 ' i i j ti. ( 1 f ( ?' ii y- b --INSTRUMENT 1 I I---------I f �� 08LCP00404 } i ( PANEL I ' THIS LINE 1S ONE INCH WHEN X i ( { E It ; L 081P9 5501 ( DRAWING IS FULL SIZE. IF NOT ONE INCH, SCALEAGCORDINGLY. 7 ?5 23 � JVP ,•' _ _ { i { I { fl_ HATCH �J !f ; I �•.� 12 0 IIr fi I ?-_-_--._-•__:� f % j i \ •'�...��� '_�.. --._..._._._._»._...._... 'j �-`-��-------••fie. i / ' ia I ' 1 I I ti �... _,, ! I EL. 170.60' I { 1 08HP99501 i UNSWITCHED ==7Z ' - - - - - (NOTE 10)23 + I i i 3 6 i --- - `�Y ' -. f INDOOR/DRY MECHANICAL ' ' ' ' �� E EL. 170.00' n ROOM __._ 1. 1 i ��} i I EL.178.00 ! \ ' ! i i i �� SCREEN- �'� MOU FIXTURE n -...._ ___ . ' . WALL �� n QT• E 176.75' 4 ( �• I � t—� 3 12 (CL F FIXTURE) 12 d , ° 1 23 ! I PBc 3 12 c PBh PBd c '; 9 I CA I i ..._...._. .._. ._.._..,_.._._.__I f✓''-,� ��/ � +»� r+ � .._» �, .+.!r,..,y."..-_..ye.a.... _ .. _..,. r«�..,...,p.... _ _.. -, -»,-..e....; .r.,.r•.:� i — - - _..__ _.._."4 27 in� LA DING j_-:�� _t-_: .- L:=w: i._... E L.162.5J' ' 0 + DOWN' EL. 178.00 - _ 13h 5 I ; , I ; m I 16510 03,x-' "A + 1 - -- — --- l -� I MOUNT FIXTURE 2 39 f r r . ; , r fl.... f� ,.�r'�= .• 7 - L.r ( o AT EL 182.00 '' �1.!_R�,i. »`e _�i..r f. .i'.,%_L 'f!�al.c:� �' / :r.r`r.�/ d'r :' / `� i �CL OF FIXTIJR ) � � NOTE 9 ? �f�NOTE 8� (NOTE $) ... UNSWITCHED ..___ .._�__ ___._._ ___._.___.._._.____. __._.._.____..._..___..______.._� »_.�._..._.__. ____.._._. _..__._.__ .._..__. .__ ___ ._..__._. ._.._ PRIMARY EFFLUENT A _» -SCREEN PUMPING STATION WALL LIGHTING PLAN t UPPER LEVEL v 117 , r 85th Ave,#2. 16580 a LJ P P E R LEVEL PLAN 6UP 1999.00502 Lr) 30 s " SCALE: 1/4" = V-0" of ao S;M Sheet Number C 327 d M I U O. ._r .+.i._K .... i .. ... .. .. ..�.......-._..,.... .. .... .,.... .. ...... .......-n.1nMI� , u ._..n...a... .K.�e. ..h..�_.....n....r._.rw e._..... i..._w .,. . ... ....i_.__..... ..r_.. .....a ..J .y.. . u+L., .M.LYNYLN--• •"71�1.1N0. MINMAYRr • , .._ .:.._........__.�—._.._ _...-...........:.....•.._..........—...' ... ..-... tAli{�'.AL,W>�CL!)�5.1.MP7MAA1fiiW 7.k. NOTICE- WTHEPRINTORI'YPEONANY __ I 1I- I I IL - I I I -h_II' I I I III I III I VIII Illy ) a91 oU04 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 12 ITIS DUE TO THE QUALITY OF THE _ _ N.:IE ORIGINAL DOCUMENT ++r�E 8 Z I Ti Z 9�, 4�Z 6lZ elZ �Z i IZ U Z Brig 8 I G�i 8 I 9 I 6 i f:1 I 7IC i(i i 6 8 L S �9 V £ 111111►����III! ��������� IIII�IIII�I!II�►III IIII�!III�IIII�IIIIIIIII IIIIIIIII III�IIII�IIIlillll IIII Illl�lllllilll illJillllrill�III�IIII�IIII�I11 ►� III LIIII I I o� 11 1 I III �� II I IIIIIIiI�IIIIIIUIulllllll�lllllllll II�IIIIII ff I Il II llil�ll,111111. �1 1 X11 LIL IIIIiNIII A B C D E I I I I I MOUNT FIXTURES HDR Engineering, Inc. 10'-6" ABOVE MOUNT FIXTURES D I I I FINISHED FLOOR 8'-0" ABOVE rP. FOR 12) WALKWAY E NOTE 4) (TYP FOR 6) _ - UNIFIED SEWERAGE AZENCY I . OF WASHINGTON COUNTY i __ -- 19 j� 7 39 1 NOTES �- S 11P i 1. ALL UNSWITCHED LIGHTING DURHAM FIXTURES AND.. i � II- ' ' \ � O O I O ,• 2 V OLT SERVICES SHALL BEFED FROM FACILITY POWER PANEL 08PP99501. _ ��`�- '�I --------•----^- e - 2. ALL SWITCHED LIGHTING PHASE 3 UNSWITCHED I - - _ FIXTURES SHALL BE ED FROM EXPANSION LIGHTING PANEL 08LP99501. N -- ---- ---- --------� l - L ' 3. SEE DWG 1003 FOR LIGHTING EL. FIXTURE SCHEDULE. r I METERING WALKWAY, 1 ROOM 7 159.04) I EL.153.00' L t---+r -- TYPE IN NG I 4. ROOM)iSHALL BESC(HAIN-MOUINTED. -^ I ^,.�-;,� ,�� ^•---^- .______�, UNSWITCHED 1 DAMP AR�TION _ 39 iL SEE DETAIL 16510-01. Project Manager B. WILLEY O 5. MOUNT TYPE '1' FIXTURES Desi ned y IN STAIRWELL) ON WALL 8'-0" 9 e I- LANDING OR FINISHED FLOOR. D. PATENAUDE 'M Drawn EL. 150.08' I�-______ - � , I _-- - I ,�__..Y. - w--__ - " -- -- .--.. UNSWTCHED _ 6. 1'-0" ABOVE DOOR.FIXTURES D. PATENAUDE ' p _.-�_ --� -- -_ --- - --J w � -�=-= - -- _ I If 7. MOUNT TYPE '7' FIXTURES Checked - ------ ------ - — ___ _.___ I ! �- '�.`' i ---- -_----- ---- ----- - �� El __ (NEMA 4X), e'-O" A.F.F. K. GARDNER 8. ROUTE LIGHTING, RECEPTACLE. Project Number �.-_L.=- __---=L_.._ AND 120 VOLT POWER CIRCUITS { 19 5 UNSWITCHED 00039-436-102 WET A OFCAATION ' 1 - "-""" '-r�•�1 I WID O I P80808 AND LPB0604, VIA 2?� Date I d _ I CONDUITS BETWEEN P325. 3 6 , \ I ( EL. 150.08' NOVEMBER 1999 \ / - REFER TO DRAWINGS 3LO TIO i . �� I! __ _...____ 7 e I e & 329 FOR PULLBOX LOCATIONS. WET LOCATION QED PRO ' .%��~ AREA I�---.>. .._- "-----' 39 .__. -----_ _ —_ -t pctxg-I EL�137y56' L. \�-- - ` - -- -'- --- - - n ¢ sal MOUNT RECEPT.EL. 153.00' ON COLUMN - _ - 1 - F `bn� Q h M v( 49 \ -_ UNSW CHED i` 'ti1, °<v 18,h9�ry } i �l;. .' ,/1 ,-„,-,•,_- UNSWITCHED, F R� su•rncs s/30/01 '. -j-I _ 11 ... o I.Jr WET LOCATION r AREA . ' �. 999 . e Nr�.-.- -.... .-.- - S U I ONE INH WHEN t EL. 150.08' .- T ,- -• THIS NE 5 0 C m � 0 �'� �" ---�----- -'-;= - D .WING IS FULL SIZE. IF NOT % ------ �- -- --- ---- ----_.- ---r---J � _� r� ONE INCH, SCALE ACCORDINGLY. i _ C�J_ 5 UNSWITCHED O B I EL. 150.08' 39 I II 1 0 -y �- -- - -- - -- 7 - . _ \� I ___ - UNSWITCHED I o r ` UNSWITCHED 1 1 u I v I f e "7 X7I -- --- - �. - --- ---. . . _ 7 39 19 WIP ' y — � --- ...--- ---.. .. -------- ____..--' ----- --------------- -------- --- - -- EL 7 53.00' fl - IANDING EL.162.50' PRIMARY EFFLUENT A - � (NOTE 5) PUMPING STATION , ., LIGHTING PLAN LOWER LEVEL LOWER LEVEL PLAN 851h Ave,#2, 16580 SCALE: 1/4” = 1'-0° SUPILM0502 1 of <0 Sheet Number 328 NOTICE: IF THE PRINT OR TYPE JN ANY (Tj�I�rllllll I III III III IJI I IIIII J1[ J1IIk111IrfT 14T17T11JTri1111T [1111 plrp111 �TIIII�I('II1It�I11IlIllf l�Iklr IIITITI1tIlllll III�IIIII 111l�11�I III 111.i1 IIII"IIIIIIi� m °171 a WLI, IMAGE IS NOT AS CLEAR AS THIS NOTICE, �— 3 I I I I 1 5 I g I g I g �06� _. IT IS DUE TO THE QUALITY OF THE _TT _ 111--- ""'e I•' " ORIGINAI DOCUMENT g 9Y� yg n6 8 S I6 6 1 Bi LI T I S 6l 6I T i L Y 9 6 IIII IIIIIIIII IIIIIuII uuluu mduu uulm u6u luluu ul�u lu�lul mllm uu�m uuluu uuluu udull ullluu milmlluuluu uuluu �� uuLu uli�il ' �u�y I A '�1/ i I �RGS CONDUIT I I I I MCC /-VFD ( I I l/I-EFFLUENT PUMP i � I LT-FLEXHDR Engineering, Inc. I ' LCP0810101 D I ( & LCP0810102 1 !,,.-, 'JUNCTION BOX ..� } (TYP. FOR 6) CAPPED SPARES `` I UNIFIED SEWERAGE AGENCY I I (SEE NOTE 2) T f E .00' _..__ ___ � __ .____ - _ 178.00'- OF WASHINGTON COUNTY -ti jj�- EL _ ._«-_ L. ...._, ._. _. _......__'•_.'___'_ _. ^ ..__ tti2..�eG -._._._._.._...---.._.._......__-.._ L%% _ _..... ^)'.'.'_""'_ _ - ,.__.__..,..._..'_'�:`".:::.. .....+-„ _ -�� � x ...q_T_..t• -.•• r r -� � -•r �.-��--r-.,_..__...�_.�.._.z_T-_t_..,,.._.r-r---.-._r-r.._r..y.._r-�-�=r-•y -c---r-•-c-.-;—z.__y.._ _r^z._.-t-»_r.._. .....r�^-•r-y-;�'Ir?_.- _....r._....._ _. ...J �.�...-A...L_.i...ti_..1._JI....►_.�._t'_.J..«L-r.._A....A....I.._.4__J..«Jl _.-.i...-_.A. i._...1.».L_..ti......4.,r4_.A...11wr.A._.)._..JL_ ...��....-1'--.1.._�.J_l.J._.,... ._R_L_..5....L._.d._:L.-.,nl._ M..... ..._..__...•_........_._..,,....__._.-......... ..._.. ..._..._w� .'u,_ .._.._.._...__..r.._.«+-__-.._,.. r_ . - _..,___..._,...«._.___._.._....._......._,.-._..+_«.___,.._•_-•_•,___._ DURHAM Irl - i \- (SFE NOTE r1), FACILITY { i ly E.I PVC CONDUIT I I ( { - -� -• ; I ! � , __.�,�.-_._.._.W_.._._ f I PHASE 3 �5) SPARE CONDUITS '• � r I I � SEE PLAN FOR SIZES � I ( .. ! i EXPANSION t ) CONDUIT SUPPQRT (TYP +i �_ I "- j ' EL. 170.00' --,,,,.., .. 170.60 ( ! I� ►--•--� 2 PVC COND. 1509rJ-09� EL. .. 1 t l I f I i (PLC NETWORK) (SEE NOTE,2) 3/4 PVC COND. I I (MONUMENT LIGHTING, iI I I I SEE SITE PLAN) ( r I Project Manager - - i � E B. wiLLEY Designed ! 1 I D. PATENAUDE lf- Drawn t" ... i '� ._. ... ..._`�__.__..._.__�.__.___.__�_ 4 , ;� ��,� � , �• -� III �_' � !j I `�--•_, D. PATENAUDE C .} I•y--rte-- �-r_ i .) r, -l._F-.•,- r -1 I __.�;`� Checked i I { •� i. 1 II j.{ I' K. (;ARDNER I� 11 i II I I `•` i ,•� ;) } I r. EL.159.00' I. - I I ; - - Pr r I•I i �_ � Project Number 1 -��_�: \ �. i 1 s } -____. _._ _ _-_. _. .__._. ._ ,fir _____ �:, i• 00039--436-102 �.I- _...__._ � _.__ _ ._. _. { __ � __ 1 I �I �.+` , Date NOVEMBER 1999 E L. 153.00' _.__ ___ ELT-153.00'--- _i I ». --__ ___- _ _ __.. ( I r i i i __ �.__._ _ -_ __---�.___ _ a _ ilk: 1581 I i�l � ' + { li i I � 4 1 ,a'�••...•.;�•.' � �,. _'J--.r..__..x_...�..L._a.—.b._s_.�__s._.s.._.�s......_....—..._._._._.._.-..._.......__..__._..._._......_._._.._.�.a_x�.�::.�i_._s__s- M' �e:��._._...___...���.�.a._•_s._�.._.v._..�.�._^._e__y�.�t_�.y.____..,..___»__...._._.___._._.__� / � , OREG 16 SECTION A rH L. G P SCALE: 1/+" = V-0" 325 FVTRES 6/30/01 o_ X D NOTES:QD , a 1 . SEAL ALL PENETRATIONS THROUGH THIS LINE IS ONE INCH WHEN 3 2 - CONCRETE FLOORS AND WALLS DRAWING IS FULL SIZE. IF NOT - X (SEE SCHEDULE "A" ON DWG 907). ONE {NCH. SCALE ACCORDINGLY. N _ , PULLBOX -PULLBOX 2. ALL MOUNTING HARDWARE LOCATED ICU ' _!� IN WETWELL, SHALL BE STAINLESS "�� 'L .., _.__.----._�_. - .._..._-__ .. STEEL. _.�/• ;CTS-•^-- _ y:•.'1':'^:^ _,'•i'•.'.A.Y•J._-�'-'�•--•`S_~•M^._.�e^�_^•',•3 ,.: .r•,>;. , ..., - - r ;.�. ;•�".:.:•_ " _..:......: J _•i- -t��PULLBOX � - __ .,_...__»_,____a .�: ..u: _�` '' , �r nr r r PBO805 r PULLBOX �_� B 00 00 00 (( I I --T--I i ii t L. 171 .5 0' _ - -i-. -L_;-. I PULLBOX ° PULLBOX 00' a PB0810 EL. 170. n � f r...1 I I MCL P B 081 I. •� �- HrOUSEKE�ERING ' ..... I I , /` CAPPED cn SPARES ! l' - PULL80X _ -PULLBOX Pp08 1 2 P90809 FINISHED I i ' ' `-7 EL. 168.00 FLOOR I I � GRADE _ i_...__.. +� (SEE NOir TE 1) I U DUCTBANK ``'`•��-_� _ �- ° ° I / N CLV J -- { 2" L.B. FITTING (Sr--E NOTE 1) J- / x� ;;.; I �' .� 1...._ EL.162.50' (TYP. EACH END) I/ fi -4-4J' PVC GOND. CONDUIT SUPPORT (TYP.) 'a (MCC FEED) z 15090-09 ���, 2" PVC COND. PLC NETWORK) ► �.. t (SEE NOTE 2) 3/4" PVC COND. PRIMARY EFFLUENT (MONUMENT LIGHTING, A SEE SITE PLAN) ' ��'� ��-��_.._ �, / i PUMPING STATION -VI ` -�'.,•, \t ( i SECTIONS 0 I M SECTION rB 1/4" - 1 ' M , CL BUP1999-00502 65th Ave.#2, 165°0 � n 32 of 40 Sheet Number � v n SECTION L Np SCALE: 1/4" - 1 '-0" 325 329 u .�_. .. .. _ ='�'-• x.—'---- ----=--- ---�_.... ....,.__ ._... � . _.__-.lath......_...www_ex_.._..,..,_,....._._..�._.,. ..,,.,,r. NOTICE; IF THE PRINT OR TYPE ON ANY II 'IIIi 111 III III III I { III I IIIIIIIIIIIII IIIIIIIIIII {II111IIIIIIIiII {III IIIIIII{I}I II IIIIIIIIIIIIiIIIII IIVIIIIIIIIIII } I IIIIIII�III I I IIIIIIII111}III III III IIIIIII III III I { III I VNa a�� � (�L�. IMAGE IS NOT AS CLEAR AS THIS NOTICE, L I it - I . - 1 ---- _ 1___ . 4l - 1 - - hL - - 1 -- I - - � 1 � IT IS DUE TO THE LIUALITY OF THE - - - - - tfillIll . _ -ORIGINAL DOCUMENT if; 6 z 6 z z elz �z 6 Z s z z [z o1z 6 c t [ s([ s[ 'bi[ s[ z t [ T l 1L9 19 I �i �� �' I I IIIIIIIIIIIIII�IIIIIi►IIIIiII{{ IIIIII►►III►III{I�Ill►IIII►�II�I1►II{�II��I�III ►�IIIII�I �I{I ►����I�I�l�►�I�{{►�1�►I► ►►►� ���� ����f�11►�����111�1 ►WWlI��►X11►1 �111W�11L.1W1ll11Wlllllll111[ ll!111� it ll�II iI I III II��I IIIIIII {IIIIIIII�IIIII IIII{IIIIIII(III:II.I I III if" P, V.; �f 1/4- R. TOOLED SEAL ALL GENERAL NOTES: TREADS (SEE PLAN OR SOH.) 1'-0" EDGES-- EXPOSED EDGES ,w, A. SEE DESIGN DRAWINGS FOR ADDITICNAL NOTES. (MIN.) PLASTIC EXP. CAP -- RIBBED CENTER BULB _ OR SPLIT-FLANGE B. DETAILS ON THIS SHEET APPLY TO THE ENTIRE SET OF GREASE THIS- WATERSTOP (9"x3/8") 3/4" CHAMFER - SEAL ALL PLANS EXCEPT WHERE SPECIFICALLY SHOWN OTHERWISE. i' 1/2 OF BAR - 1/2" EXPOSED EDGES PLASTIC EXP. CAP C. ALL CONCRETE SHALL BE Vc = 4000 psi (UNO), CENTER BULB OR NON-SLIP _ _ - — ALL REINFORCING TO BE ASTM A615 GRADE 60. D' L DETAILS STAIR NOSING � f a 3" , T/3 WET SIDE_ GRFASE THIS SPLIT- RIBBED REFLECT ONLY THIS GRADE MATERIAL. 0 � � MIN. 1,!2 OF BA WATERSTOP (9"x3/8") STRIP (TYP) " I _i w ~ \ n °° T 3 - - , D. ALL DIMENSIONS ARE INCHES UNLESS NOTED OTHERWISE. HDR Enl�If16@t'If1C,�, Inc. D T/CONC. EL. 1 NOSING e _J / °° a e MIN, E. CHAMFER ALL EXPOSED CONCRETE CORNERS 3/4". PLAN TYP rn SEE — (TYP) 0 / F. UNLESS NOTED OTHERWISE ON THE DRAWINGS, SLAB ON GRADE = 1'-0 ° °. °,° °.° w ° �- PROVIDE 3/4" DIA. ~ \ REINFORCEMENT SHALL BE AS INDICATED BELOW: • .°,°.° °.° o.° ° ° N (MIN. °`° SMOOTH BARS 0 18" � � 1129' o • #4018 W/90' END J CENTERS ° 3�� �- SLAB THICKNESS MESH SIZE UNIFIED SEWERAGE AGENCY HOOKS EMBEDEED INTO o \ ° 4" 6X6 - W1.4X W1.4 OF WASHINGTON COUNTY ADJACENT CONCRETE I y ° �—SLIPSHEET 4 • • // #4 NOSING BAR W/ • ° • (LAYER OF 15# FELT) PROVIDE 3/4" DIA. �" 6X6 — W�.OX W4.0 UJ Ln 90' END HOOKS INTO / ° Q SMOOTH BARS 18" G. UNLESS SHOWN OTHERWISE, REINFORCEMENT CONCRETE COVER SHALL DURHAM .� ADJAC-NT CONCRETE , �.#5 ® 12 1 11-1 2" CTRS. 1 PREMOLDED -� � � �� / 11-1/2" / CONFORM WITH THE LISTED VALUES. PLACEMENT TOLERANCES ARE FACILITY O #4 0 12" EXPANSION JOINT ��\ `�\ —#4 0 18" STIPULATED IN THE SPECIFICATIONS. vwi T/GONG. EL. �G �, / / �- PREMOLDED EXPANSION SEE PLAN �E tia HOOK/BEND MATERIAL SPLIT DRY SIDE JOINT MATERIAL SLABS AND JOISTSWt PHASE 3 \ J AS SHOWN AT WATERSTOP 1'-15" SPLIT AT WATERSTOP • TOP AND BOTTOM BARS FOR DRY CONDITIONS: • • ,�� #11 BARS AND SMALLER 3/4 IN. EXPAJ S I O N • FORMED CONCRETE SURFACES EXPOSED TO EARTH, WATER, """""3 11-1/2 1 11-1/2 3 OR WEATHER, AND OVER OR IN CONTACT WITH SEWAGE AND (MIN) (MIN) FOR BOTTOMS BEARING ON WORK MAT, OR SLABS SUPPORTING EARTH COVER: SEE <_05_5_2_2_-_04'> FOR ADDITIONAL RAILING INFORMATION. #5 BARS AND SMALLER - 2 IN. SLABS WALLS #6 THROUGH #18 BARS 2 IN. BEAMS AND COLUMNS Project Manager CONCRETE STAIR HANDRAIL EXPANSION JOINTS • STRR°P STIRRUPS, NAND -TIES 1 1/2 IN. B. wiles 03311-09 0 3 311-18 PRINCIPAL REINFORCEMENT 2 IN. Designed NTS NTS • EXPOSED TO EARTH, WATER, SEWAGE, OR WEATHER: J. MITCHELL STIRRUPS AND TIES 2 IN. - PRINCIPAL REINFORCEMENT 2 1/2 IN. Drawn INTENTIONALLY ROUGHENED DOWEL LENGTHS SUCH o, REMOVE FORM 0 • a W.T. MALACHIN HORIZ. WALL JOINT PROVIDE REQUIRED LAP TO MINIMIZE SPLICES " w TOP BY CUTTING 0 w WALLS C WOOD (2x2) REMOVABLE SPLICE LENGTH AS SHOWN d/2 d+1 d/2. d+1 of • Checked FORMS STRADLING W.S. IN SCHEDULE a AFTER CONC. IS a FOR DRY CONDITIONS: DOWEL LENGTHS (MIN.) (MIN.) a CAST, PRIOR TO Q #11 BARS AND SMALLER 3/4 IN. G. JONES SUCH TO .� • FORMED CONCRETE SURFACES EXPOSED TO EARTH, WATER, MINIMIZE SPLICES GROUTING SEWAGE, WEATHER, OR IN CONTACT WITH GROUND: Project Number v r T/CONC. - T/CONC. ALL BARS 2 IN. 00039-436-102 a z NON-SHRINK GROUT; Date w-� PLACE AFTER FINAL ? FOOTINGS AND BASE SLABS a ° WILSON ANCI-I. NOVEMBER 1999 ° o w z ADJUSTMENT OF BOLT �f- .� AT FORMED SURFACES AND BOTTOMS BEARING ON t v ►- BOLT SLEEVE 0 _ c� ALTERNATE DOWEL � �. v CONCRETE WORK MAT 2 IN. 1/4"x6" METAL WATERSTOP a- w LENGTHS 1/4 NON-SHRINK GROUT; `� °° AT UNFORMED SURFACES AND BOTTOMS IN CONTACT NOTES: (C� ALL JOINTS ONO) _. ; _ -' i WITH EARTH 3 IN. ADJUSTMENT OF BOLT TOP OF FOOTINGS - SAME AS SLABS PLACE AFTER FINAL a t�►g �� d 1. DETAIL SHOWN APPLIES FOR VERTICAL AND 3'-0" MIN. (UNO) BETWEEN _ INTENTIONALLY - ^ ^ OVER TOP OF PILES 2 IN. 9711 -HORIZONTAL CONSTRUCTION JOINTS. �.I_ "•LAPS OF ADJACENT REBARS ROUGHENED JOINT 3d N S 3d < ALTERNATE AS SHOWN SURFACE OD OF PIPE t 15 H. LOCATE HORIZONTAL WALL REINFORCING WITHIN 3 INCHES OF WALL 2. WHERE A CONSTRUCTION JOINT IS PROPOSED IN A LOCATION SLEEVE +3" 0 �. 0 CONSTRUCTION JOINTS AND TOP OF WALLS. � NOT SHOWN ON THE DRAWINGS. SUCH SHALL BE NOTE: QST ANCHOR BOLTS, SIZE myo&1°A APPROVED BY THE ENGINEER. APPLIES TO SLABS, WAILS (BOTH (MIN.) 1_.� AS REQ'D BY EQUIPMENT I. UNLESS OTHERWISE SPECIFIED, GRATING SIZES ( * UNLESS NOTED OTHERWISE) HORIZONTALS AND VERTICALS) _0 MANUFACTURER v USE THIS GRATING SIZE CHART: - 3. REINFORCING NOT SHOWN FOR CLARITY. CONTINUE ALL �k PER MANUFACTURERS MAX. REINFORCING THROUGH JOINT AND LAP REINFORCING ON ONE RECOMMENDATIONS SINGLE 3'-6" 4'-0" 5'-0" 5'-6" 6'-0" �_ M oe/so/ot Q- SIDE OF CONSTRUCTION JOINT, STAGGERED PER DETAIL. LApI & WALLS WALL DOWELS SPAN ALTERNATE BEARING 1 1/4- 1 1/2- 1 3/4" 2" 2 1/4" 1-----i CONSTRUCTION JOINT REINFORCING STAGGER EQUIPMENT ANCHOR BOLTS BARS THIS UNE IS ONE INCH WHEN S 03311-13 03311-23 � A 11005-02 DRAWING IS FULL SIZE. IF NOT TC NTS NTS ` ONE INCH, SCALE ACCORDINGLY. a i x 0" (TYP) 0' (-rYP) SCHEDULED OR f--- INSIDE FACE DETAILED BARS B " - � -3/16" WIDE JOINT ADDITIONAL 4x4 L EXTEND ALL WALL INSIDE • 0 ALTERNATING AT OJTSIDE FACE REBARS FACE REBARS TO OUTSIDE - WITH JOINT SEALER LOCATIONS BETWEEN HORIZ PROVIDE REQUIRED SPLICE d ° WALL FACE AND PROVIDE �. UNLESS NOTED OTHERWISE, WALL RESTEEL LAP LENGTH AS SHOWN IN • • 90' STD HOOK �_ i _ CUT 1/2 OF REINF. ® ; (SAME SIZE AS HORIZ. SCHEDULE UNDER HEADING —,.,,,--SQUARE, RECTANGULAR OR JOINT. BARS) MARKED "TOP BARS" rrOR ROUND OPENINGS WALL STEEL ° r INSIDE FACE „ 1 • • • - W/90' HOOKS �� PROVIDE SEPARATE L OPNG. r CORNER BARS TO SPLICE �' —� u- - ----- ----- �-;-----L-- i n • - • ONTO STRAIGHT OUTSIDE • 3/4" MIN. CER. (ONO) i BARS) SEE COVER 2" CLR. a c ADDITIONAL REINF. • . . REC�UIREMENTS �� ``� a EMBEDMENT LENGTH SEE COVER (SEE NOTE A) , • a a REQUIREMENTS NOTE A: (PER TABLE) ADDITIONAL CORNER BARS REQUIRED ONLY AS SPECIFIED ON DESIGN DRAWINGS, AND TO BE STAGGERED, FULL WALL HEIGHT, o S I WITH HORIZONTAL WALL REINFORCING. A = 1/5 THE C!_EAR SPAN CONT. "BASE SEAL" TYPE WATER STOP _ SINGLE—LAYER CORNER DISTANCE MEASURED HORIZONTALLY BETWEEN WALLS, BUT IN NO �•- LAP LENGTH AS GRANULAR FILL FOR " �'� - SLAB ON GRADE (ONO) (9 WIDE X 5/32"), CENTER ON CEJ. CAS`~o FORELESS THAN THE TOP BARS (UNLESS REQUIRED A PENETRATION) LAPPED SPLICES �p / SCHEDULED (TYP) EMBEDMENT LENGTH U ° (P TABLE) DOUBLE—LAYER CORNER SLABS -- (2) #5 BARS W/ EMBEDMENT LENGTI� F" Ln -- EACH SIDE OF CORNER, EACH FACE. AT ALL CORNERS OF RECTANGULAR OPENINGS AND AT 45' TO REINFORCING 3/16" WIDE JOINT. FILL W/JOINT SEALER EXTRA REBARS EACH FACE 4 SIDES OF AT ROUND OPENINGS. INSIDE OF (BOTH SIDES) m'' • 01 • OPENINGS EQUAL TO NUMBER AND SIZE OF x STRUCTURE UNLESS OTHERWISE NOTED, - o a THESE BARS MAY BE REBARS DISCONTINUOUS AT OPENING. WHERE Z � STOP 1/2 OF REINF 4'_0" z ADDITIONAL REINF. � � a o END OF TENSION LAPPED OR ODD NUMBERS OF BARS ARE DISCONTINUOUS `� °-j EACH SIDE OF JOINT. Z (SEE NOTE A) • CONTINUED TO ANOTHER - v z —SPLICE MIN. • PROVIDE (ODD NUMBER + 1)/2 BARS ON EACH r- � LAP AND STAGGER PER DETAILS. (n"P) _ STD 90' HOOK - 5�CTION� & NOTE PLANS, SIDE OF OPENING ~ NOT STRUCTURES. LAP SEE TCUT � BARS ® STANDARD END OF WHERE WALL. STEEL_ _-. --7- ROUN _ A SPLICE IS CONT. I SEE NOTE A 0 DOUBLE CONCRETE OPENING NOTES: , • • • -� STRUCTURAL LP LAYER CORNER (TYP) 1. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REBARS L--- n M' DETAILS ° c� AROUND OPENINGS IN WALLS, FLOORS, AND ROOFS AS SHOWN L SINGLE—LAYER INTERSECTION_ DOUBLE—LAYER INTERSECTION WATERSTOP (CONT. UNO) CENTERED ONLY ONE LAYER OF REINFORCING 11 2. EVERY REBAR DISCONTINUED AT AN OPENING SHALL BE REPLACED AT JOINTS, AND AT MIDTHK SHOWN FOR CLARITY. NOT S; IN KIND B)f ONE EXTRA REBAR PLACED AT ONE SIDE OF THE RIBBED CENTER BULB (6" X 3/16")--- a' 1 . SEE INDIVIDUAL STRUCTURES FOR EXTRA HORIZONTAL. REBARS AT CORNERS AND WALL INTERSECTIONS. OPENING AS SHOWN ABOVE. S 2. SEE SCHEDULE FOR STD 90' HOOK LENGTHS. a 3. FOR OPENINGS 8" OR LESS IN SLAB`F AND WALLS, NO EXTRA REBARS 95th Ave.#2, 16590 3. ACCEPTABLE OPTION TO LONG BARS WITH END HOOKS IS TO PROVIDE LONG STRAIGHT BARS WITH LAP WALLS auP1sss-oo5oz n ° SPLICED BENT BARS AT ENDS. ARE REQUIRED UNLESS OTHERWISE NOTED. SCHEDULED REBARS SHALL 33 of ao o� BE RESPACED (NOT CUT) TO ALLOW FOR UNIMPAIRED OPENINGS. ` Sheet Numb'r to C) �p WALL HORIZ REINFORCIN9_� OPENINGS f---- CONTROL JOINT (CLJ) 331 , �, ao 3'311-22 X03311-26 01-26 901 " s � NTS NTS NTS I l I INOTICE: IF THE PRINT ORTYPE ON ANY I�I.I II II i l I I I III I II II I3I III 1 II 1 II 1II�II I II II I_I�I III I II ! I I IsI�.III-I-I II I�I�II I II II I IsI III II II I�I I II I II IIiIoI III I II IIiIiI I I I I I I I1I�I I m` -p a 4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 ITIS DUE TO THE QUALITY OF THE No 36 •'=_"'�""" ORIGINAL DOCUMENT 6(Z td 7, L II VIII I�IIII IZIII �ll � Iillllll�ltiill � [IIZII � o z t3l i � EI1II[III !IILII�iIIIIslifl[i9 [ b 1III F[III� yII(I[III1I [l[II d[ 11 HII► �II ►l8ll►��lll.1WIzlz sI111I I1►AL4U!.►l�lll1�l91W1I�W�i1b1111I ll11�1s11111111�11Z�i111I 1� ?t,iYl3N� IIII�IIIIIIIIIII II I ik r /tY f d { mill . ,.....ry ,ti..:hT.ranu a;,T,•,�xxw.d.�raaa, .u:,,T,.pu^. ±srrs :, ut,Y +: -r. ..o- .., :'1ss :t_.,.,.:,. .: �......:.•,. ..:. ...,:; 4 BAR MIN. (UNO) OR EQUAL BOND BEAM AT 48" SPACING (MAX.) — TYP MAX.)TYP FULL LENGTH OR HEIGHT) - CONTI�lUE I�iORIZ. BARS 24" OR 40db MIN. CONCRETE JOINT NERAL NOTES: AROUND CORNERS) WHICHEVER IS 4r-0" MAX. A. SEE SHEET 901 AND DESIGN DRAWINGS -- _ - - LARGER) CNP) 1 - _ °, T/THREADS TACK WELD NUT FOR ADDITIONAL NOTES. do NUT •f0 TO SHAFT I -- - - - - - - -- - -- - _ _ _ - - - ---- - -- - -- - - ------ -- - z BE FLUSH --- - J -- --- - -- -- - --- -_ - - _ = T CONC. TACK WELD PL. - -- - - -- - -- - - -_ _._ ___ oZ SLAB EL.' ri TO NUT - - - -- - - - - - �.l f AB EL SEE SPECIFIC �`' _J w REF r _ _ _ ___ ~— - TL = TAIL LENGTH � ° 1 WALL ELEVATIONS o M o - -- - --- -- - - - - -- - - FOR LOCATIONS HDR Engineering, enc. '- - - - -- - --- - -- ---- — — ----- ---- a ao r Q. � � _J II �k MIN. HL = a �� U io HW = ° . REMOVABLE KEY WRENCH COD -_ - - I COVER - HOOK LENGTH HOOK WIDTH a ° Ila LU 4 90' STD HOOK 1X30' STD HOOK » O PL 1/2x4` SQUARE UNIFIED SEWERAGE AGENCY r — _ 3/4 mx.6 LUNG GALV. W/13/16"0 HOLE OF WASHINGTON COUNTY 1 FORGED EYE BOLT (CTR'D) (MAX. CAPACITY 4000 Ibs.) BAR SIZE f c=4000 psi f c=5000 psi GRADE 60 Ldh * HL HW TL Ldh '+` NOTES: LOCK U --� #3 6 6 3 3 6 1. EQUIPMENT LIFTING LUGS SHALL BE CENTERED OVER I U DURHAM ------ - n--- o---- - -- -- a -- --- --- --- rt " r, „ NEW AND FUTURE EQUIPMENT. SEE PLANS FOR QUANTITY FACILITY 8 #4.._. 70�_..- 8" — _ 4" 4 1/2" 6" -- AND LOCATIONS. FOUNDATION �- #4 (UNO) 0 ALL -- --_ n — �„-- ”- „ ` „ PHASE 3 — `� VERTICAL BAR MAXIMIZE 1 #5 9 1 U - 5 5 8 ---- -`� - ALUMINUM COVER #4 AT BOTTOM COURSE OR IN LOCATIONS - -' #6 10" 1'-0" 6" 6" 9" ° a r �/ TOP OF FOUNDATION IF WALL VERTICALLY EXIST. EXPANSION (4'-0" O.C. MAA.- rr r „ M-_ t�— t* _ o z DOWELED INTO FOUNDATION 1 #7 _- 1 -0 1 -2 7 7 1 1 SLAB --may _ ° w GRIP NOTES: JVOTE: r " ;rr " „ — „ ; ; . i3 1 -2 1 -4 8 8 1 -0 r A. THIS STANDARD FOLLOWS REQUIREMENTS OF G.S.S. FOR SEISMIC CRITL.RIA GIVEN IN 40RIZONTAL CMU -- - --„ " -- ---- - j = w in REINFORCING NOT #9 1 -3 1 1 -7 i 1 3/4 10 ./2" 1 '-2" ( 4., . GE:NER�',L AND RUNNING BOND CONSTRUCTION. _ _ :: ° � J SHOWN. #10 1'-5" - 1'-1 O" 1'-1 1 �4" 1 1 1/2" 1'-3" t'- -=-=-- - -- o -4- B. ALL. HORIZONTAL BAR REINFORCING SHALL BE SET IN BOND BEAMS NnT IN JOINTS. — AUTOMATIC HOLDOPEN ARM F, r » r " » r w Pro-act Manager �. #11 19-7" 2 --0 1 -2 3/4 1'-1 1 -5 3/4`0x6" LONG GALV. O AND COVER RELEASE C. PROVIDE: CONTINUOUS GALVANIZED #9 GA. "WIRE TRUSS" TYPE MASONRY Rt-IVFORClNL, FORGED EYE BOLT SET EYEBOLTS IN B. ���� i 0 16" SPACING. CONTINUE JOINT REINFORCING INTO INTERCECTING WALL USE PREFABRICATED �k COMPLYING WITH MINIMUM COVER REQUIREMENTS OF CAPACITY 4000 Ibs., HILTI HVA ADHESIVE (MAX.( OR APPROVED EQUAL. ALUMINUM CHANNEI p Designed CORNER AND TEE SECTIONS. .ACI 318, 12.5.3.2. OTHERWISE Ldh MUST BE RE-CALCULATED. FULL LENGTH THREADS) CONTRACTOR TO ENSURE FRAME y ed D. IF BOND BEAMS AT INTFRSECTING WALLS MEET AT DIFFERENT ELEVATIONS, EXTEND BOTH B THAT EXIST. REINF. BARS _ J. MITCHELL AROUND INTERSECTING CORNER TO FIRST INTERIOR REIMFORGED CELL, BUT NOT LESS THAN 4'-0". ARE NOT DAMAGED. Drawn O �'- C E. AT CONTROL JOINTS, INTERMEDIATE BOND BEAM REINFORCING SHALL BE DISCONTINUOUS. W.T. MALACHIN Checked REINFORCEMENT Its BOND BEAMS ^,T FLOOR LEVEL AND ROOF LEVELS SHALL BE CONTINUOUS. � -_ v - AT ISOLATION JOINTS, ALL BOND BEAM REINFORCING SHALL BE CUT. -- CONT ANCHOR JONES CMU WALL R E I i�FO R C I N G HOOKS C'K S E U I P M N ;<� FLANGE MECHANISM Project plumber - 0331 20 HOUSING 04220--01 , _ E T LUG ,, Y, NTS NTS0 5 5 0 5—16 p I o o d 00039--436-102 ----- - 4 L__J Date THREADED v a � , a NOVEMBER 1999 IBJ"i CRSECTlN G WALL PROJECTION (THD) EXTERIOR FACE #4 FULL HEIGHT 8"x16"H CMU '.2" CMU _ �11 -1 I I PROF _ _ � ROUGH OPENING ' f'c = 5.0 ksi f -1 1-1 1-1 l I DIMENSION ��b �G t N BRICK VENEER IN GROUTED CELL — y = 60.0 ksi d (AS REQ'D j (TYP EA. SIDE) I DIA. 19711 —� Iti HEAVY « LAP LENGTH (IPJ.) EMBEDMENT LENGTH (IN.) ROUTE 1-1/2 DRAIN LINE DOWN THROUGH Q BAR S12E / CONCRETE Tn DRAIN WASHER z a • TOP OTHER TOP OTHER o � 6" OR 8" CMU j I E I - ' #T 16 16 12 12 NOTE: COAT ALL ALUMINUM IN ;;CONTACT WITH l ; • . TACK - - 4 17 16 -_ CONCRETE PER SPEC SECT i0N 09905 Fy H 00 ! 4 a WELD * VERIFY W/EQUIPMENT I - __ # 14 12 REQUIREMENTS -v-- #5 22 17 17 13 �QPUM of/sa/oY NOTE: z '� 4- 4 - --- - - - - NOTE 2 ALL BOLTS SHALL BE HOT-DIP #4 - # ° #6 26 20 20 16 TYPE A HATCH �JOII` : SEALANT AND GALVANIZED. - - h COMPRESSIBLE BACKERROD EACH SIDE _ `n tD • • • • #7 38 29 ` 29 23` z JOINT MATERIAL - - _ THIS LIME IS ONE INCH WHEN C', 101NT ANCHOR BOLT SCHEDULE _ #8 43 33 33 26 REMOVABLE KEY DRAWING IS FULL SIZE. IF NOT MK DIA (IN) THD*(1N) L X NOTES: 1 3 4 5 1 '- '_ #9 _ 53-_ 41 _ 41 32_ ALUMINUM FRAME ALUMINUM FL WRENCH ONE INCH, SCALE ACCORDINGLY. / 6 L 1 L2 L3 #$ #10 66 51 51 39 COVER 1 . MAXIMUM WALL LENGTH 30'--0" BETWEEN JOINTS. _ _ I 2. HORIZONTAL. REINFORCING TO CONTINUE THROUGH 2 3/4 5 1'-y" - Pr")F ANCHORS 1/2"0 Mli�.--/ #11 79 61 61 B CONTROL •�v!yTS• 3 1 6 1 '-9" W/1tsU' HOOK A7 4'-0" O.C. MAX. -- __ 0 0 o t> Q (TYP' ALL BOND BEAMS WITH HAILERS) f'c = 4.0 ksi fy = 60.0 ksi 3. HORIZONTAL REINFORCING TO BE DISCONTINUOUS 4 1 6 2'-0" 0 ISOLATION JOINTS. _-7— NOTES; _ 5 i 1 6 2 -6-1 1. EXTFwD REINFORCING FDL! LENGTH OF LINTEL BAR SIZE — LAP LENGTH (IN.) EMBEDMENT LENGIh (!N.) o HINGE 2. LINTELS TO BEAR MIN. 8" ON 5ULID GROUTED TOP OTHER TOP OTHER o ROUGH OPENING o o 1 i ANCHOR UNITS, EACH FND. _ #3 16 16 12 12 a DIMENSION CMU WALL JOINT BOLI `� LINTEL E30ND Bi�Al1r1 _ #4 19 16 -� 15 12. - - � a � o 04220-0� - OLI 05505-07 04220-03 --- ---- NTS NTS NTS - #5 24 - 18 -_19 - 15 2" WIDE X 1/4" SST --" ^---- STRAP ANCHORS 0-) 12"O.C. #6 29 22 23 18 C EQUIPMENT BASE EQUIPMENT BASE NOTES: - - ° #7 42 32 33 25 a (SEE NOTE 41 1. FOR NEW EQUIPMENT BASES ON EXISTING SLABS, DRILL _-` - - - --- U #5®12 INTO EXISTING SLAB TO INDICATED DEPTH AT 12" CENTERS #8 -48 37 - 37 29_`- TYP 9 o _ SEE NOTE 5 / - LOCK NUT AROUND PERIMETER OF EQUIPMENT BASE AND SET #5 DOWEL. #9 60 46 46 36 E HATCH ti LEVELING NUT HOOKED AS SHOWN' IN EPDXY. - _--� x #10 74 57 57 44 0 3" MIN. ALL r- 1: 1 SLOPE (TYP) 2. FOR EQUIPMENT BASES ON NEW SLABS, PROVIDE #5 DOWELS _ a AROUND HAVING TWO HOOKED ENDS AT 12" CENTERS AROUND PERIMETER. #11 83 68 68 53 3/4" WIDE X 3/8" THICK _ -1" MIN. NUN--SHRINK 3. EQUIPMENT BASE DIMENSIONS SHALL BE AS INDICATED ON THE — STL CHKD f� DRAWINGS OP, AS DETERMINED BY THE EQUIPMENT MANUFACTURER 1" X 3/16" STRAPS J* GROUT r rr - 3/8" 51-AINLESS STL CAP SCREWS J0 5'• MIN. (UNO) 0 2 --0 OC WELD • I • ! I • i JD APPROVED BY THE ENGN ..ER. AT 6" OC OR �'+S REI BY i I ! I � ! i I FOR EQUIPMENT 4. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION TO ANGLE OR 1/2" AUTO- ` FOUNDATIONS ON WELDED STUDS — 3/8 ALUMINUM CHKD PL FLUSH ,-QUIP FURNISH[[ L �� � � I 2" CLEAR GRADE SEE NOTE 7 OF THE ANCHOR BOLTS .`SHALL BE AS DETERMINED BY THE W/ TOP OF SLAB m -- EQUIPMENT MANUFACTURER AND SHALL BE AS APPROVED BY THE ! i (TYP) Jill • I , ENGINEER. ANCHOR BOLTS SHALL BE HELD IN POSITION WITH �� A TEMPLATE WHILE EQUIPMENT BASE IS AEING CAST. z° ' #5 CLOSED � ,I I ; �� �/�\�����\� 5. PIPE SLEEVES SHAL.. BE USED TO PROVIDE THE ANCHOR BOLT 1. LAP LENGT'.1S SHOWN ARE FOR C,.ASS "B" TENSION SPLICES. �- NEOPRENE G�ASK'_-T TIES ® 6 A MINIMUM MOVEMENT OF 112" IN ALL DIRECTIONS. THE MINIMUM \ __ S • / 2. LAP LENCTHS AND EMBEDMENTS SHOWN ARE . OR BARS SPACED CONT STL HOT DIP GALV , i SLEEVE LENGTH ;HALL BE 8 TIMES THE BOLT DIAMETER. LATERALLY > FIVE TIMES THE BAR DIAMETER AND FOR MINIMUM �'� i\ AFTER FABRICATION STANDARD A SEE �1PE SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1" COVER IN ACCORr)i',NCE WITH ACI 318-95. Ln NOTE. 1 - ------�-� _ _ _ Z 2-1/2 X 2-1/2 X 1/2" STRUCTURAL J SEE NOTE 2 vEzEATER THAN HOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER ° ,-I 3. IF SPACING 5 TIMES BAR DIAMETER, INCREASE LAE' LENGTH 1° J �`/ t OF 3 GREATER SAN BOLT DIAMETER. SLEEVES SHALL BE r ILLE:D AND EMBEDMENT SHOWN BY 25%. DETAILS II SEE NOTE 3 WITH NON-S!-MNK GROUT AFTER INSTALLATION OF GROUT. k SLAB REINF 6. E.�UIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS 4. TOP REINFORCING IS HORIZONTAL STEEL SO PLAC`D THAT MORE ROUGH OPENING NOT SHOWN - - CONCRETE SURFACE SHALL BE CLEAN, SPECIFIED OTHER'0SE, TOLERANCE IS 1/16". THAN 12" 0r CONCRLTE IS CAST IN THE MEMBER BELOW � DIMENSION u FREE OF LAITANCE, ROUGHENED TO A THIS REINFORCING. rl FULL AMPLITUDE OF APPROXIMATELY FOR EQUIPMENT PLAtCE-D ON GRADE; EXTEND FOLItvLATION d 1/4 INCH, AND COATED WITH BONDING MINIMUM OF i 8" BELOW GRADE; USE #5 ® 12" EW. AScn Ave.#z 16580 TYPE C HATCH • BOF'1999 00502 REINFORCING 31 '° N� AGENT, --- r Ln Cr °o EQUIPMENT BASE - __ LENGTHS SCHEDI.� LE Sheet Number NTS 110 0 O 1 �� ------1 0 .3 311 —21 HATCH DETAILS —, �' Oh.�US-01 902 in N1 S --._ NTS v NOTICE: IF THE PRINT OR TYPE ONANY rrrJllll � l � lll � il � lilil� llll ! ! I � I! II Il � i � ! Il!IIII�!l! I!�I II! Illl�lllllll ill ! I! IIIIIIIIIII Ill ill � ! IIIHII ! IIIII ! Illllll III I I ilil! IiIII11111 Ili III IIIIIIIIIII ! II IIIII I f�C a�� ���4 IMAGE I, NOT AS CLEAR AS THIS NOTICE, 11 L I 4 I 5 6 I I I 1 41 6i_ _l g �o �� 1 ITIS DUE TO THE QUAL TY OF THE No.9e S"^ I r -- — -- — r - -- —— ------- T-- — -- — --— . ORiGIPdAI_ DOCJMENT ! s� 16(Z ez G�z eIIz sz blz F7, T7, lfZ Oly 8I t Gt 91 9T qt 1V3 sT Zt tT i �� 9 G 9 T { t I1';I�Illllllll�Illlll ILII IIII�IIIIIIIII�IIIIIIIL IIII�1111�11 I VIII I IIIII II II i I111111111I I ' 1, .I I �II� �I II�IIII I IIIIII�I II III�IIII IIII II�III IIIIIIIII. Illl�lllll �II�III �II►I ILII II IIIII►�I�i►II� � I �I I �I I ILII L►tl.�l llll►Illlllllllfllll ll►If►.W t111►►1111.11�111111.�1ll�1� I �T -r TREAD SEE PLAN GENERAL NOTES: - TREADS (SEE PLANS) 1'-0" LENGTHA. SEE SHEET 901 AND DESIGN DRAWINGS 1" ABRASIVE NOSING TREAD '" FOR ADDITIONAL-. NOTES. —� T/PLATFORM (SEE SPEC. 05505) LENGTH I B. COAT ALL. ALUM SURFACES IN CONTRACT EL. (SEE PLAN _ WITH CONCRETE PER SECTION 09905 � 1 3116V' POSTS O 6'•-0" MAX. I w - -- D SPACING (1 1/2"0 SCH 80. / V) �� •°. • _ - - - - HDR Engineering, Inc. 5 9r T/PLATFORM / 690V./ T — EL. (SEE PLANS) ( ANGLE OR BENT PL 5/16x6 1 1/2" SCH 40 (TYP) L3x3x 1/4 W/3/4"0 EXP. W/2-3 4"0 BOL-t S ANCHOR c.6 OR C8 (N!, 2� o p RAILING RAILING = (TYP 2) v u (1 112'00 SCH 40.) a a - 1 1/2" SCH X30 �, a /-POST UNIFIED SEWERAGE AGENCY / I SIMILAR CONCRETE.OR ECONNECTION -� V a -' cn OF WASHINGTON COUNTY N V-0" N z� d J (POST SPCG. io J / Al" DETAILER OPTION, Z FG, 2� �' BENT PL 5/16x6 t° _` u' , 6 –0 O.C., MAX.) I S, / W/2-3 4 0 BOLTS i� J PROVIDE FLOOR FLANGE g CRIPPLED D � �' Q a t c (NP 2 CONNECTION i O a � WELDED TO BOTTOivl OF I ,t' TOE PLATF 11/4"W) 0 POST & BOLTED TO STRUCTURE w `� % WALL STRINGER W w " DURHAM w 9�� TREAD 1/2- I , W/ 2 - 3/4"0 BOLTS FLOOR N " %� LENGTH FACILITY FLANGE (4 BOLT) w / ' r " r " _ PHASE Cr 1 (TYP) SUPPORT ANGLES 2 -0 1 -0 � FLR. AS REQ'D MIN MIN ' " �, -cT W (MIN) ( ) _. o 4-' 2"0 SST �,NCHORS " " -- 'ON 'SIR STRINGER ~ �` SEE BELOW FOR TYPE. = TOE PL. 1 4x4 /2 _ / EXPAN I CHANNEL (SEE PLANS) - o " / �� I ° \ � N N _ L9 u) 1 4 4 PLATFORM' FLUSH FIN. FLR. I " z v Ll Q FLEXIBLE SEALER � '� I � W STRUCTURE WELD 1/2 THICK PLATE TO .� r- L / EL. SEE PLAN ° _ r ° BACKER ROD - �'- CONC. S!A8 FLOORING SURFACE T�T—T] ( ) BOTTOM AND FAST_N TO STAIR �•- STRUCTURAL STRINGER W/ 3/4 0 = Z . . . ; ° = I OR WALL MEMBER o BOLTS W/ NUTS. `� ���, �\�!, - - I �- p �� iii JOINT FILLER , _ — POST & FLR. PLATE WT OR ANGLE Project Manager J 9 0 L3x3x 1/4 W/�/8"0 SST EXP. i,�✓ l-_ " 4®12 E.W. L8 OR GREATER - EXPANSION ANCHOR B. WIUXY c� ANCHOR MIN. 4" EMBED N I LESS THAN 5"- ADHESIVE ANCHOR CLOSURE PL. ( ) L3x3x1/4 W/5/8"O SST - - GRIND ALL (TYP 2) (MAX)) EXP. ANCYOR (MIN. 4" e t> ° , °, \ a POST MINIMIZE �-- Designed J. MITCHELL EDGES SMOOTH -� EMBED.) (TYP 2) � � � I - � - ° � 6 1/2" 1 � r C N'-ES: CONNECTION TO.S \ ° ° SQUARE SEE c'05 225 02. FOR INFO. NOT SHOWN Drawn *' 1 . TREADS AND RAILING PER SPECIFICATIONS. \ W.T. MALACHT. 2. STRINGERS TO BE ALUMINUM, OR AS NOTED SEPARATE FOOTING NOTE: �GUARDRAIL MATERIAL SHALL BE ALUMINUM (LINO). AOTE. � Cherked ON DRAWINGS. ALL GUARDRAIL MATERIAL SHALL BE ALUMINUM (UNO). G. JONES STAIR/HANDRAIL JOINT S E,AL GUARDRAIL Project Number NTS �J5522-04 NTS 07900-01 05522-02 GUARDRAIL E-) 00039-4436-102NTS NTS �_ 2 2-0 3 --�. Date NOVEMBER 1999 CONT 1/4- THICK SST 1 1/4" MIN t/4" CLR. :>/8" SST CAP PROF SCREWS ® 24" O.C. AN ALUM TOP OF GRATING " " PROVIDE SOLID ALUM. Ng / f ANGLE 114- CLR. " 3/4 _1 4 TO MATCH TOP OF NOTE: CONTINUE RUNGS CONNECT TO PLATFORM GRATING INSERT WELDED TO B.P. � AT SIDE-STEP ONLY RAILING (TYP) (MIN.) ADJACENT CONCRETE SST L2x2x1/4 1/4- WHERE EMBEDMLNT INTO ALL GUARDRAIL MATERIAL 19 1 - - -----� (CONT.) I 5/16 ALUMINUM CHECKER CCNC. IS NOT POSSIBLE SHALL BE ALUMINUM (LINO) APPLICABLE ONLY f ° ` S PLATE FLUSH WITH TOP OF _ - --- TO STEP-THRU r SST BAR 1/4"x3/4"�\ SLAB, (2) 1" 0 LIFTING ��, y os. ANGLE DEPTH AS REQ'D CONT. L3x2x1/4 SST OR I HJLES EACH ENL OF PLATE \ fY 9 moa D ° FOR TOP OF GRATING " SEE 055Cz-02 FOR II`FO. a w II \ { ALUM ANGLE W/5/8 0 SST _ it li 1*0 MATCH TOP OF EXPANSION AI4CHOR ® �l�s oe/30/oi ° NOT SHOWN v' I� _____ I - SAFETY CHAIN ADJACENT CONCRETE I 1'-6" O.C. L2x2x 1/4 AS VERIFIED BY SST CAP a al. w II ' W/SNAP LINK ° i � CONTRACTOR FOR SPAN N w o II II ° a ! / Do i i SCREW II li NEW CONCRETE ___. 3 8" 0 x 5" LONG ° ° AND LOADING) 1­11II- -- _--�I 3/8"0 x 5 I-ONG ALUM EXIST. CONCRETE (UNO) SST STEEL HEADED � ALUMINUM .SPAN � �----� T P�ATFGRM I ANCHOR AT 1 -6 C C- IN SHORT DIRECTION T/PLATFORMii 3" OR SST HEADED „ / ° \ LOCATE AT MAXIMUM CONCRETE SLAB OR WALL THIS LINE IS OHNE INCH WHEN 4- & RUNG (.TYP) ANCHOR ® 1 -6 C/C .. 05522- 02 I DRAWING IS FULL SIZE. IF NOT WEt.D TO ANGLE L EL. (SEE PLAN) '`� I I II WELD TO ANGLE �� 2 -0 SPACING 2 1/2"0 x 8" LG. ONE INCH, SCALE ACCORDINGLY. T NOES: TYP/ �,y PVC PIPE SLEEVE \x 1 112-3V `, I (USE RAILING AS TEMPLATE I Q 1. ATTACH GRATING TO SUPPORT ANGLES WITH CLIPS ' l_ 6" I FOR SLEEVE INSTALLATION) 1 j B - OR BOLTS SPACET„P D AT 2'-0" MAX CENTERS. 3-12 \ 3/8 +, 0 1'-3" CLEAR FROM NT s GRATItIG SUPPORT CHECKERED PLATE SUPPORT NEAREST OBJECT - BE 3/ PI_ 05505-13 REMO�/AL3F GU��RDRAIL (TMS) WALL BRACES ® r;Ts NTS 05505-14 c 05522-01 =" V-0" O.C. MAX. NT., W/5/8"0 SST EXP. BOLTS WELD & GRIND ALL ANCHOR ATT`CH. SMOOTH "2-3 4DIA. ASTM A325 / MONORAIL NOTE: BOLTS, NUTS, LOCK WASHERS (BELOW) MAINTAIN MINIMUM 7" CLEAR & BEVELED WASHERS (EA. END) - FROM RUNGS TO NEAREST 1'-0" 1'-0" PAST ON GAGE Ih' 3/1"0 STD. __ o PROJECTION. RISER WHEN PIPE SLEEVE i a - RETURN PU'zSIBLE " W8 w a 1'-6" TO WALL /� - (2) 5/8 0 c� OR POST / ° ° ° ° ° 2-L4x4x5 16 x d RODS W/DOUBLE " ' < �o TYP EA END 1 -0" FACE 0'-5 1/2" LC. -5/8" GIA. ASTM X1325 "r NUTS (EA. END) EA RUNG FA WALL IYP EA. END) BOLTS IN 1 1/2" HCRIZ. SLOTTED HOLE. (MAX) 3 1/201 TOTAL 4) , SMUG ANGLE AGAINST D.T. LEG BEFORE W8 N C RAILING (MAX} - TIGHTENING BOLTS, USE LOCK WASHERS �N �-- 1"0 SOLID o I (M W8 (TYP EA. END) 1�'2" rrUSSET PL. a BAR RUNGS � '7 W/(4)-3/4"i' _ - - N BY PRECAST o - - _ - w H.S. BOLTS (TYP) O a �/ DESIGNER •• I REINF. BAR (TYP 12" 12 „ >, BAR 3x3/8 1'-0" 1 TREAD / / TYP ° EA. DT LEG) 7 1/2" •• ��• L2x2x1/4 BRACE m — - (TYP 2) ° (TYP) to -� rr � 1/2" GUSSET PL. e 1/z' FIN. FLR. 1/2" MAX. W/(2)-BOLTS ( L- ' z° EL. (SEE PLAN) > EA. END H.S. BOLTS (TYP) 1 GLR. TY^ �- L2x2x1/4 BRACE-- - A ----------- --_- -;, _--- -6 --�. ------- SUPPORT BRACKET, � (TYP) , n ,. �i END OF STANDARD p ��` SEE SPECS. -� " I 1/2' GUSSET PL. CY v L3x3x1/4 W/5/8"0 SST EXP. 2 PODS ON 2 3/4 W/(2)-3/4"m MONORAIL STRUCTURAL o' ` o LJ ANCHOR (MIN. 4" EMBED) STAGGERED GAGE TO CONN. a (1YP 2) TO MONORAIL BEAM (13/160'0 H.S. 801-TS (TYP)•-- I DE TAILS III ra �� STAIR MAX. HOLES IN FLANGES) •--- ---- MONORAIL - \ - M NOTES WASHER BEVELED SEE PLAN N : S ER ® El O TTO M d — _ s 1 . A HNLL BE ALUMINUM UNO ALL MATERIAL 5 ( , a )• �� NOTE: r( MID.-SPAN SUPPORT ONLY, _ _�T LINO) (SEE PLA1J; ✓ 85th Ave.1J" is5so ALL MATERIAL SHALL BE 6" BUP1999-00502 STEP-THRU/SIDE-STEP GALVANIZED STEEL (UNO). L3x3x1/4 x 0'-6" 35 or 40 R - WALL f-'AN D RAI L LONG ANGLE STOP NQ �°� ROOF HATCH LADDER 05505-08 -- -- --- X5522-11 MONORt _�. CONNECTION AT DOUBLE TEE (EA. SIDE OF "ONORAIL, Sheet Number Cm �o -C NTS — NTS 05120-G1 EA. END) �n` a --0 NTS 903 -._........J.r�uV . -........-......•..1i:w..re4++'�iiJde..RA4W4.1..r.wrl..mr.f.wr.........Hwr...+J. .r..i4...m o. L .rWMJMn.: .. _._ mw-wrt..• •....--..._.....- +..rv-..•.+Mi.r+v+-+m•_.._....-e n<.r. n.-Mlr T++wY s•+. •rw ... ... _., .., ._... •..: ::-.... ,-.... ......_.. -..._ , . .._....r1+M'Y3rrM.4.__. _. .... _..r,,.....P-..�w.wor.«-..,.....Mi..wa.r....r. ..«...w.r....__......_._,.. .,..... TIl_r`_III_' III1.S_III_III I _I- III II_II-IIIIII - - I - I 1 I-- --I I- - 1 --I-- I---- -- I 9lilllIIII 111:11 !NOTICE: IF THE PRINT OR TYPE ON ANY IIII' II1I1I II II III ,l '0 fi1 a 4IMAGE IS NOT AS CLEAR AS THIS �.�)TICE, 4 6! 7 I8 IT IS DUE TO THF QUALITY OF THE No 38 �j•� `�"'••• ORIGINAL DOCUMENT 6Z 8lZ LZ 9Z , 4Z 6Z T + 11 ) I EZ ZIZ [Z OIZ 8I pi LI 9T 9I 6I £I ZT TT OII -T16111 p III l 11 lI �I 11 j 1 + I 1III I �I II IIII I�IIIIIIII►Ill.�i IIIIIIIII�IIII�II��IIIII III � IIIIII� �I�II �Illli►I� lllllllrll , . .l 111L1.111I1��Ll�u ��111W111�1.1111111111111�11W11.111 ii��ll�lil � .. ` REINFORCING BAR KE=Y r - STIRRUPS - . SCHEDULE WORK �ENERAI_!`lS TLS SPACING FROM ACI STANDARD HOOK CONCRETE BEAM SCHEDULE A. FOR BAR PLACEMENT DESCRIPTIONS GIVEN ON THE PLANS, THE TOP -BARS- --- T BAR T BAR - -- - ---- -• -_ LEFT AND RIGHT ENDS OF MEMBERS ARE ORIENTED RELATIVE TO - -- - - L2 --� L1 L3 MARK SIZE REINF. REMARKS THE WAY THE MEMBER MARK IS READ ON THE PLANS. LEFT ADJACENT SpA."� - SPAN RIGHT ACJACENT SPAN - TYPE W D BAR NO. SIZE - - B. ALL BAR TYPES INDICATED WITH A "T" PREFIX ARE TOP BARS 81 12 24 T10 2_ #5 _ AND SHALL BE PLACED IN ii IE UPPERMOST PORTION OF THE FACE OF FAR SUPPORT FACE OF SUPPORTS FACE OF FAR SUPPORT I __ _ B4 1 #7 MEMBER DEPTH. OR END OF CANTILEVER OR END OF CANTILEVER B9 _ _ -- -- 122" _ _ - - S4 2 14 - STIRRUPS ® 10" SPACING C. ALL BAR TYPES INDICATED WITH A "M" PREFIX ARE MIDDLE BARS HDR Engineering, Inc. D � a - -- B2 18 3U T4 2 #9 AND SHALL BE PLACED IN THE CENTER PORTION OF THE MEMBER 2" TYP. 4'TYP. - - - ---- - -- ---- -- - - - - _-� � SPAN - - � u --- DEPTH OR AS INDICATED IN THE REMARKS COLUMN OF THE r 2" 2" I B4 2 #9 SCHEDULE. f T1 b _ B5 2 #8 __ - i _ - --"-- S4 _. #5 STIRRUPS ® 12" SPACING D. ALL BAR TYPES INDICATED WITH A "B" PREFIX ARE BOTTOM BARS 83 18 30 T4 1 #8 AND SHALL BE PLACED IN THE LOWERMOST PORTION OF THE UNIFIED SEWERAGE AGENCY I-- - - - - -- -- - - - T2 d B BARJ B BAR (SCHEDULED) - I -- --- ------- #T4 1 9 - ---- --- I - - _ - --_- -- - -_ MEMBER DEPTH. OF WASHINGTON COUNTY -f` - ���- - B4 3 #9_ _ _ E. ALL END HOOKS SHALL BE STANDARD 90 DEG. HOOKS IN a T3 _ - 85_ 2 #9 - ACCORDANCE WITH ACI 318 WHERE 90 DEGREE HOOK W%')ULD B10 2 #6 SECOND LAYER, BOTTOM EXCEED MEMBER DEPTH, 180 DEG. HOOKS MAY BE USED. DURHAM If 42 2 TYP. L1 - MEMBER cpgN L3 S4 5 0STIRRUPS 11" SPACING F. STIRRUPS SHALL BE SPACED AS INDICATED IN THE SCHEDULE. 'FACILITY � 84 18 24 T10 2 #6 I/1 B9 2 #5 SPACING SHALL BEGIN 2" FROM THE FACE OF EACH SUPPORT, PHASE 3 b T5 F f �,� _-_ i TYPICAL BEAM ELEVATIOo�311-2� ------ - B4 4 _#5 WORKING FROM EACH END TOWARDS THE CENTER. NTS _ _ B4 -2 #7_ SECOND LAYER, BOTTOM _ G. REFER TO PROJECT STRUCTURAL NOTES, SPECIFICATIONS, /AD EXPANSION -- - ------ ----- � d T6 I S4 4 STIRRUPS 0 10" SPACING - TYPICAL DETAILS PERTAINING TO BAR PLACEMENT AND MATERIAL SEE SPECS. & ^B5 16 2.4 T10 2 #9 CONT. 2 SPANS REQUIREMENTS. - - OTHER DETAILS 4 CARRIER BAR _ IL _ _B9 2_ #9 CONT. 2 SPANS _ _ a a I T7 - - - - I LfAs REQ'D.) i -- S4 4 STIRRUPS ® 10" SPACING H. BEAM DEPTH "D" INDICATED IN THE SCHEDULE IS THE MINIMUM �- ~I REQUIRED. WHERE FLOOR DROPS OCCUR, SOFFITS OF BEAMS ,.� B6 18 30 T5 1 #8 er Project Nana --_ = _ SHALL BE DROPPED AS INDICATED IN T(PICAL DETAI`S TO 1 9 b T8L b t; d �_¢-�P I T5 2 #9 -_ r II I�= -- - MAINTAIN THIS MINIMUM DEPTH. --'� 1 �- __ TSL 2 #6 SEC_ OND LAYER, TOP _ B. ��LL� SPAN BM. R EINFN�,dJ- 1� I� -2nd LAYER BARS B4 2 - #6 I. BAR TYPES INDICATED WITH AN "X" SUFFIX (I.E., Bk, MX, TX) Designed T9L d d BM. REINF. I I -- - -- -- -- (STIRRUPS) I� II GREATER THAN 1" _B6 2 #6 _ ARE NON TYPICAL BARS AND SHALL BE DETAILED IN THE J. MITCHELL ! PLACE CHAIRS ON 11 I OR 1-1/2 BAR DIA. S4 #4 STIRRUPS 0 12" SPACING SCHEDULE, ON A SPECIAL BEAM PROFILE DETAILS, OR IN Drawn SPAN b I T8 R b SIDES 0 4'-0"O.C.- 11lI 1 B7 18 30 T3 1 -#8 - - AN APPLICABLE SECTION. W.T. MALACHIN C 2nd LAYER BARSII ` I SEE SPECIFICATIONS I --- T3 2 #9 - -- I REGARDING REt?'D. TBR 2 #7 SECOND LAYER, TOP J. SEE DESIGN DRAWINGS FOP. ^C.TIONAL (NOTES AND SHEET 905 Checked f I T9R ! �6=L I CLEAR DIM., TYP. B3 2 #6 -- FOR ADDITIONAL DETAILS. G. JONES T10 - PLACE CHAIRS - _ _ _ B4 2 #6 _ Project Number UNDER STIRRUPS S4 #4 STIRRUPS 0 12" SPACING 00039--436--102 f /WHERE MULTIPLE LAYERS ARE REQ'D. BS 18 30 T5 1 #8 __ _- Date (TOP OR BOTT. REINF.) PROVIDE 1" MIN. I T5 2 #9 NOO/EMBER 1999 MIDDLE BARS — CLR. & PLACE UPPER LEVEL BARS DIRECTLY TSL 2 #5 SECOND LAYER, T_OP _ L2 L1 -� L3 OVER LOWER LEVEL AS SHOWN. (PROVIDE #8 SPACER) B4 2 #g _ IRE NFORCING BAR KEY NOTES: LEFT ADJACENT SPAN SPAN RIGHT ADJACENT SPAN B6 2 #£3 PROF � _ -- -- - - - -- USE BELOW UNLESS NOTED OTHERWISE IN SCHEDULED REMARKS. � �I x$ TYPICAL BEAM SECTION S4 5 STIRRUPS 0 12" O.C. e� FACE OF FAR SUPPORT FACE OF SUPPORTS FACE OF FAR SUPPORT 03311-29 B9 12 24 TIO 2 #5 _ _ a ........... LENGTH = 0.33 x (GREATER OF L1 OR L2) 19 11 OR END OF CANTILEVER OR END OF CANTILEVER NTS - I B9 2 #6 - _ S4 4 STIRRUPS ® 10" SPACING b ........... CLASS A SPLICE (SEE TABLE) USE SPLICE FOR. cl cR 810 16 24 F10 2 #5 LARGER SIZED BAR WHEN DIFFERENT BAR SIZE'S � yos, FULL-HEIGHT I -- - Bq _ 2 #5_ - L/�.P. £Y 6"Tl'P. M 1 6"TYP. STIRRUPS _ B4 2 #8 o B10 2 #7 SECOND LAYER, BOTTOM cL/cR .... SPECIFIED IN REMARKS COLUMN IN SCHEDULE 7T oo/so/o1 a S_4 4 STIRRUPS 0 10" SPACING WHEN DIFFERENT THAN TYPICAL 6" a a d d o raB11 16 30 T10 2 #6 ____ _ -'---� O�UCONST UT ONGHEN CE I - B4 2 #8 !- d ........... LENGTH = 0.33 x (GREATER OF L1 OR L3) THIS UNE IS ONE INCH WHEN b M2L b M2R -_LJ JOINT AND APPLY --- B9 #8 SECOND LAYER, BOTTOM BONDING AGE VT DRAWING IS FULL SIZE. IF NOT CL - e ........... LENGTH = 0.125 x L1 ONE INCH, SCALE ACCORDINGLY. ,,,, I W W PER SF'tCS. -- - --- J4 #4 STIRRUPS ® 12" SPACING 6 M3L b b812 18 30 T3_ 1 #8 f ........... EXTEND BAR TO END OF CANTILEVER WHEN ET 'T3 2 APPLICABLE SPAM I ,- I T3 - - �, B I CL SPAT M3R I _ ( -B:3 2 #$ --- -- - r ' �'' SPAN BEAM TYPES 03311-30 —{--- B4 2 #7 __. REINFORCING BAR LENGTH b C I NTC S4 #5 STIRRUPS 0 12 SPACING B13 18 30 T3 2 #9 (FOR LENGTH b - SEE_REINFORCING BAR KEY NOTES) BOTTOM BARS �_ I __ 81U 1 #5 - SECOND LAYER, BOTTOM -- o > 3db (c-c) BAR- SPACED < 3db (c-c) _ _ _ 1 -0 �y START OF FLOOR SLOPE - TBR 2 #9 - SECOi�D LAYER, TOP __- -__ BARS c�� .n..._TFn.. - ` L2 L1 L3 BAR SIZEe4 2 #9 LEFT ADJACENT SPAN SPAN RIGHT ADJACENT SPAN - -- ------ ----- - ----- - - - ------ - MID./TOP BARS BOTT. BARS MID./TOP BARS BOTT. BARS FACE OF FAR SUPPORT FACE Ur SUPPORTS FACE OF FAR SUPPORT - -� __� o S4 5 STIRRUPS ® 9" SPACIi!G 3 19" 14" 22" 17" END OF CANTILEVER OR END OF CANTILEVER Al w B14 2.4 `46 TIO 4 _ #5 _-_- - 1-- OR " a Z) a _ III Ml 7 _#5 EACH FACE 0 7 MAX. SPCG. 4 25 19 33 25 w B4 3 #9 --- ) - -- - a cR _ �--- _ _ o 0 � - - -- B9 4 9 5 31 " 24" 36" 28" 2"TYP f Bl 3"iYP o _ __ _ B10 __2 #9 SECOND_ LAYER, BOTTOM " _ - _J a OPTIONAL SLOPED SOFFIT - S4 -5 STIRRUPS 0 9" SPACING 6 36 28_ -44 34 �\ 815 24 46 T10 4 #5_ __ _ __ " " B2 ,k b k = FIELD DRAPE ALL BARS #6 & SMALLER. - M1 7 #5 EACH FACE ® 7" MAX SPACING 7 54 42 _ 65 50 v �L PROVIDE S110P EMENDS IN #7 BARS & - - - - - _Ln W m GREATER TO ACCOMMODATE SLOPE \ - _ B4 I #6 _ _ 8 62" 47" 74" 57" -'Q c B3 61-1 P. SUPPORT TRANSITION (MAX BAR TRANSITION SLOPE - 1 :24)\ - 84 2 #9 - - - - - - B9 2 #9 - - I 9 700054 4 65 � " P. 84 b BEAM DETAIL @ SLOPING FLOOR s4 6 � - 5 STIRRUPS 0 10" SPACING -�` 03311-31 10 79" 61 " 95" 73" 2"TYP. NTS I z * b � BS I/ I - � 11 - 88" 68" 107" 82" J - - - -- - ! Cc = 4,000 p.s.t. BAR COVER - 2 STANDARD A I 6"TYP. BS I �— c� �_, �� fy 60,000 p.s.i. db - BAR DIAMETER STRUCTURAL 0 OTS FOR BAR SPACING GREATER THAN OR EQUAL TO DETAILS IV q SUPPORT------. Id 87 T - I I 5db,- THE VALUES ON TABLE (SHEET 902, REINF BAR LENGTHS A Li EQLA SCHEDULE) MAY BE UTILIZED AND DIVIDED BY 1 .3. B8 N' I L- L- L _ a 85th Ave, #2. 1G580 � �� '�_ -�4 .�_ -�__ �� �__ �- J�� �— -��— 1'� �-5-- B U P 1999-00502 M p B9 t'- o u - 36 of 40 cu B10 J Sheet Number In C o _ —�-- _ — _ _ STIRRUPS TYPES �_ _ �,� 03311 32 904 N C < NTS NOTICE: IF THE PRINT OR TYPE ON ANY III I I . III III III III III I III I I . 1 1 1 I I I I I I III III III III III III I I III III III I l l l I I III I III III III III III III III I I III III 111 l I I l 1 1 l I l I i l l l l Ili III VIII i pAp 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L --11 - - --"1- - - 1 - - 41 --- --_J_L _ _-- - - -61 =---- - 1_ . --- ---gl_ -- 1 - - Q� 11�--- - - --� ------ ITIS DUE TO THE (QUALITY OF THE NO 18 ;t..- ORIGINAL DOCUMENT �E R� 87; LZ 8Z Z �Z EZ I � 111t O�Z 8t 8t Lt[� Lit 51l filt sT ti1t t t 8 8 I IL 9 9 I �b I 1� LITt1�Mll !�IIIIII111111ill11lllllIIIIli1II►IIIIIIIll�lllllllllll►111111111111111111►llllllll�lllllllll!1►1�11111Llllllllllllllil11ll ulIlj II�►NIII 1 I � I�II�I IIIII�II, ►1I111I11�11IIlIli II i 11111111 III III III► I.I 4 CONCRETE BEAM SCHEDULE z 3"- - -� -� CL BETWEEN -- — — cv TIE SETS - TYP ;a • . — ---- � 1" CL BETWEEN MARK _ SIZE REINF. C-4TlE SETS — TYP --- — REMARKS TYPE W D BAR NO. SIZE 1 TYP POINT OF BEND 2 SETS OF #4 TIES AT -- - — _ T & B BENDS, SEE POINT OF BEND � TYP 3 SETS OF #4 TIES AT B16 14 15 T3 3 6 6 1 ---_i _ _-- - 6 T & B BENDS, SEE .. I 83 3 _ ;!�6 NOTES BELOW 24_ _ S4 _ 4 STIRRUPS 07" SPACING 7 N 44 _ r NOTES BELOW B1 — 24 T10 4 7 -- -_ —_— I HDR Engineering, Inc. -� — B9 5 _ #9 _— _ _ SLOPE (REF) S4 #4 STIRRUPS 0 10" SPACING PROVIDE TIES AT 1/2 SCHEDULED in 2 —� PROVIDE CLASS B SPLICES B18 24 24 T10 4 _ #8 SPACING FOR COMPLETE SPLICE PROVIDE TIES AT 1/2 SCHEDULED #5012 (#508 AT "SIM") AS REQ'D 0 APPROXIMATE --— �- -- --- SPACING FOR COMPLETE SPLICE `THIRD POINTS' OF SLAB z 89 4 8- _ _— LENGTH BELOW #4 EXTRA TIE SETS SLAB PRIMARY REINF. LENGTH BELOW #4 EXTRA TIE SETS (IN DIRECTION OF SPAN, REF SPAN. STAGGER LAPS PER UNIFIED St'11MERA(sE AIGENGY S4 4 GTIRRUPS 0 10" SPACING I ) STD. DETAILS OF WWASHiNGTON COUNTY 819 24 24 T10 6 #8 _l____- I c° --- 1T _---� -_ B9 fi- -- #g - ---- _ - " —_ NOTES: �,\ \ " EE S4 #4 STIRRUPS 0 10 SPACING1. AT VERT BAR BENDS ALL COLUMN ERT BARS SHALL BE ENCLOSED BY 2 NOTES,: 8 ( ) DURHAM B20 14 24 T3 4 #7 - ADD #4 TIES ABOVE AND BELOW BENDS. IF THF SCHEDULED TIES DO NOT 1. AT VERT BAR BENDS ALL COLUMN VERT BARS SHALL BE ENCLOSED BY 4" TO CENTER SHOP OR FI BETWEEN END 83 — #8 __ ('� ) THEN ® 3-#4 TIES ABOVE AND BELOW BENDS. IF THE SCHEDULED TIES DO NOT OF REINF FLAT do TRANSITION SLOPING SLABS FACILITY _ » __ BEND AROUND SOME OF THE VERT BARS SEE SKETCH 1 BELOW), BEND AROUND SOME OF THE VERT BARS (SEE SKETCH 1 BELOW) THEN 0 ' S4 #4 STIRRUPS 0 6 SPACING VERT BAR BENDS, PROVIDE 2-#4 TIES AROUND THOSE PARS AS SHOWN IN VERT BAR BENDS, PROVIDE 3-#4 TIES AROUND THOSE BARS AS SHOWN IN FLAT SLABS (1:24 MAX. TRANSITION B21______36 24 T10 4 7 _ SKETCH 2 BELOW. SLOPE) PHASE 3 - - -- - SKETCH 2 BELOW. #4012 TEMPERATURE _ B9 5_ #8 _ _ c REINF. TYP SKETCH 1 --r SKETCH 2 — P' HK + 3 ExT �� �-13� HOOK + 3" EXT ) EXPANSION _ S4 #4 STIRRUPS 0 12" SPACING SKETCH 1 SKETCH 2 TYP 3" TO CENTER OF 822 24 24 T10 6 I #7 — — — 2, PROVIDE 3" LEGS ON THE 135' HOOKS OF THE #4 TIES. 2. PROVIDE 3" LEGS ON THE 135' HOOKS OF THE #4 TIES. REINF., SLOPING SLABS I B9_ _6 �___#8 STAGGER LOCATIONS OF THE #4 TIE END HOOKS SO THAT ONLY ONE STAGGER LOCATIONS OF THE #4 TIE END HOOKS SO THAT ONLY ONE S4 —� #4 -STIRRUPS 0 6" SPACING #4 TIE HOOK IS LOCATED AROUND THE SAME COL VERT REBAR. #4 TIE HX IS LOCATED AROUND THE SAME COL VERT REBAR. _B23____ 30 30 #9 I - TT3 3 _ 4 4 #g - "-� _ 135' HOOK + 3" EXT TYP — - STAGGER LOCATION OF HOOKS 135' HOOK + 3" EXT TYP__�� ST'AGGER LOCAT 10s� OF HOOKS Project Manager _ 83_ 3 #8 - B34 STIRRUPS 0 6" SPACING 3. ABOVE DETAIL APPLIES FOR #8 AND SMALLER COLUMN VERT REBARS. 3. ABOVE DETAIL APPLIES FOR #9, #10 AND #11 COLUMN VERT REBARS. B. WILLEY B24 30 30 T4 5 #10 Designed ----� -— 64 4 --- — J. MITCHELL -- — B5 4 #9 ---- -- T I I I CAL Drawn C T SS #4 STIRRUPS 0 6" SPACING W.T. MALACHIN DETAIL D ETA I L SLAB REINFORCING Checked EXTRA TIE SETS AT COI.. EXTRA TIE SETS AT CnL. 03311-34 , VERT REBAR BENDS 0 3 311—3 4 VERT REBAR BENDS <03311-34 G. JONES Project Number 00039-4.36-102 r Date NOVEMBER 1999 I b 6I"aa ~ 19711 � 1" CL BE i WEEN COL BARS & LOWESTB. TOP LEVE BM TOP BARS UNLFSS Mn-TEn OTHERWISE 1 mwms w3o/oi a BM TOP , � BARS��� 6" MIN 1----I NPI THIS LINE IS ONE INCH WHEN M I�tAWIING IS FULL SIZE. IF NOT 2 2.9 ONE INCH, SCALE ACCORDINGLY. X 2 SETS OF TIES CL PROVIDE STANDARD 90' HOOK AT 2" 0/C T & B AS SHOWN IN SCHEDULE UNLESS OF COL NOTED OTHERWISE o B PROVIDE TIE SETS AT I 1/2 SCHED SPACING AT ALL SPLICES — I i OF SPLICE _PROVIDE 1 1/2" CONC COVER ON COL TIES UNLESS NOTLO c OfHERMSE ON DRAWINGS 0 a Vl SEE INDIVIDUAL STRUCTURES FOR COL SIZE, VERT REINF, & TIE SIZE, "!O & SPACING. a, TIES TO EXTEND TO TOP OF COI_ VERT REBARS �o SEE DETAILS THIS SHEET ° FOR DETAIL OF BENT VERT VI N � N REBARS AT ALL COL SPLICES a -PROVIDE TIES 0 1/2 SCHED SPACING 0 SPLICE m I _ TOP OF FTG OR �SEE INDIVIDUAL STRUCTURES FOR BASE SLAB DETAILS OF COLUMN AT FOUNDATION z STANDARD A STRUCTURAL o D —TAILS V r1W s Q i I d W N d s a 85th Ave.#2. 16580 z.a B U P 1999-00502 TYPICAL 37 of �° ;o y N th a,� COLUMN D ETAI L� --------. Sheet Number fu -- 03311 -33 N 905 xr W - n „ , ., _...... ....:......... ..._.._ .. ..._...»,.«.w....n., ......... ...,.._,.....,_..-....,.aw.c.m ,.wML..• . ...;1. ............+...�.awwrwdMrr+.rwr wrr..r...._.-.-«...�.. _.lG*m^:nwPMw...n..e.».-.+..-wwwu..,+....w...�.�.�........,�..�.« tlws;w.rMq4Al.�.. ,, NOTICE: IF THE PRINT OR TYPE ON ANY _ 1 1 r 001 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 61' J ITIS DUE TO THE QUALITY OF THE h-,1e ORIGINAL C rIlMENTE 6l Z 81T L�Z 8L I �7 fiZ �Z 7 IZ I OZ 8i 8I LT fsT 9i fi1T S�' Z11 TrT �I 16 I 8 IL 8 Y ib 11E �7 �IWr�e � IIII Illlllll�lliilllll IIIIIIIII IIII�IIII IIIIIIIII IIIIIIIII�IIII IIII IIII IIII IIIIIIIIIIIIII IIII IIII Iill Illilllll�llll IIII�IIII IIII�IIIIIIIII Ilillll!I IIII�IIII�III!IIIII�III!Illll�llllllll! Illlllllllllll�llll LW � lilllllll lll�i�llUll�ll 1111111ll I�Illlllhllll IIII r1 r 1 UNIFIEE) SEWERAGE AGENCY HDR E=ngineering, Inc. OF WASHINGTON COUNI'm�f 10300 SW Greenburg Road Suit 5®® Portland, OR 97223 CONTRACT DOCUMENTS FOR Vicinity CGtiS 5\U ROPE -�`\ \ N E SANDY ROA4\PQRT�AND THE CONSTRUCTION OF : ti�FT\ e��N y rUq� '" 2G Du INT L BALL EY BEAVERTI�N �� W Z< AIRPORT WqY • N RpP� S E p0 WELL B�j ULEV,gRQ PORTLAND DURHAM FACILITY PROJECT SITE o ? 13 ➢L ? Z S G � SCHOLLS FERRY ROAD T I GA R D S DING CITY PHASE 3 EXPANS' 10N O O DURHAM ROAD cA��P 00 4 224 S W 85th AVENUE a� — 99 ( OS:WEGQ LAKE .-� TUALATI N � �� T►N y X99 W w o Q 5 SHERWOOD 2c5 w m z; x U: oc; tionMap 1ORI A UNIFIED SEWERAGE AGENCY � ��, toff DURHAM FACILITY HILLSBORO 26 , r u i. U \,+ 0 84 'Mf. --ETON BEA VER TO TIGARD ` ° THE DALLES 7 PORTLAND �- TUALATIN0 La GRANDE \C.) LINCOLN CITY 5 'approved,..,C11-y OF iiAHu 84 Condit! -........... _ ; n SALEM ndi r. - .... .. ° ly App oved w- V NEWPORT For nr�iy the w -----. . B4KER wa o ALBANY PERMIT NO.work as described ;....` ". I CORVALLIS See Letter to: Follow—�L I " a0 Job.q Attach • .- .................( , BEND Sy. ddress: ... jJ.r S v� - - ( P 'v EUGENE C)C1t; ONTARIO 5 O R E G O N "( BURNS 0 �n COOS BAY `rg' 00 • ROSEBURG rJ+ 3 U GRANTS PASS a v 85th Ave,#2. 165,-) NOVEMBER 1999MEDFORD 13UP1999-00502 •- BROOKINGS 5 38 of 40 p En o, G i .V NI) � k l - v D, .-O fi NOTICE- IF THE PRINT OR TYPE ON ANY ! ll_ I !1! I! Jill 11111r lI_ 1111I111I ! I ! I ! IMAGE IS NOT AS CLEAR AS THIS NOTICE. 14 - 161 m a7) �004 1 ITIS DUE TO THE (QUALITY OF THE No 36 t ORIGINAL DOCUMENT89 Illllllll�lllllllil IIII ► � 9 ► ( � � I ! I (I + 9j1 11 � 11 1111 IIZk 11,11 11111b1111 �111111 11 �111 ► J� ll► 111 � 1111111 ► � 11111E111I 111111 1 1 I j ►Ill1lillll,ll�ll►11��11!111111�1�11����� �llllilllll�lillll�J� I I T � � I � WI I I Ill I I►I I I I I I I I lllllllll.�ll.11llll�,��111►1�111 I VOLUME 4 of 5 L I � B t t r t r" GENERAL_ -' t- f S'1�^-;F,Y L _�a,�� _ f-�� `. :� I r.� l.J i .;t I N �,� C� D� F� 1,r�T ! ' I`'�� c �f . C 1'-I F M I C A L. I M , � R 0�;' Y E f\J T`�� ...��' _ ' ...__ I ..._._..._......_.........., fill HDR Engineering, Inc. D 0 COVER SHEET VICINITY AND LOCATION MAF 20! !"RIMARY CLARIFIER 1 AND 2. DEMOLITION/NEW WORK PLANS 431 SOLIDS, BUILDING CEf\TRATE ?ANK SECTIONS 501 SOURS BUILDING LOWER BASEMENT DEMOLITION PLAN 1 SHEET LISi 1 202 F'RiMAR CLARIFIER 1 AND 2 UPPER PLAN 4;'2 SOLIDS BUILDING CE.N7RAT'E 'TANK SE:C;'ZION:; 502 SOLIDS BUILDING IMAiN FLOOR DEMOLITION PLAN 2 SHEET LIST II 203 PRIMARY C' AMFIER i AND 2 SE:CTiONS AND DETAILS 433 SOLIDS BUILDING 'SECT IONS 503 NOT USED 3 GENERAL ABBREVIATIONS 204 PRIMAR)' CLARIFIER 3 UPPER PLAN 434 SOLIDS BUILDiNG SECTIONS 504 SOLIDS BUILDING MAIN FLOOR PLAN 1 4- PIPING ABBREVIATIONS, GENERAL LEGEND AND SYMBOLS 205 NOT USED 435 SCiLIDS BUILDING SEC IONS 505 SCUDS BUILDING MAIN !=LOOM PLAN 2 UNIFIED SEWERAGE AGENCY 5 MECHANICAL ABBREVIATIONS AND SYMBOLS 206 PRIMARY CLARIFIER 4 LtPFILR PIAN 436 SOLIDS GUILDiNG TRUSS PAN AND SECTIONS 506 SOLIDS BUILDING SECOND F_0108 PIAN! OF WASHINGTON COUNTY 6 F VAC SYMBOLS 207 PRIMARY CL RIF!E.R 4 SE'CTh;,tNS AND DETAILS 437 SOLIDS E3t1!f_DING SE:wTIONS 507 SOLIDS BUILDING SECTIOI's'S r 4 '� '`,r `� S0U:03 E?L:IIL.C1!!�1G MAll+l FL..(:ORf iF.:+'QNC F'l()OR y0119 aOLADS BUILDING :SCHEDULE, -SECTIONS AND DETAILS 7 STRUCTURAL AND ARCHITECTURAL ABBREVIATIONS ; J'� PRIMARY C•!_AR{FIr.R ODOR CONTROL >:CTIONS AND DETAILS 43R 8 : -ROLPLANS, SECTION AND GRADPOLYMER :SCHEMATICl1A! v ri:IMARY C.ARiF!EKCrCR CONI F� v � .Jrvr 3 v � DURHAM SOLIDS BL {LDiRn CX1571NG ROOF FKAi41NG FAN SEISMIC LPGRAD.. SoLDS 9 :!LD!ruSECTIONS) ANO DETAILS SITE Pll.N -- CONTRACTORS SITEAC_SS AND STAGING A-, DETAILS 4z 9 i() Pt faN'T INTERCEPT'`k SE�b'Ef� SCtiE',4ATIv` rr".1 n F'!?iM�`1Ft`� :;{..rak'IF IER NG. 1 Fr 2 S,_I,.+DGE PLJMPiNG STATION 4.5'.� �, SOLIr):; E�UILr)fNG SCCT!OriS .ANr,� GEIAiLS 5'i 1 SOLIDS F�Uii_DIPJ�; r OL`�FAI�R aC;HEf��ATIC 11 L!OU!D PROCESS SrHF I,4AT! i DEMOLiTiON PLAN 440 PENTHOU`31: c'UILDIN,, FACILITY ^ 512 SOLIDS BUIL.DiNG MAIN FLOOR PLANI !% L_iC.titii� r=RgCESS ji'F?Eb1:'TiC {! 21 '1 F'FiiMAF7`r t�LA!�'IFiER N;O. 1 he 2 SLUDGE. PUMPrNG ,TATIGrJ 4411 ROOF ACf;E:a PLarJjk:f E1ATiGN ANS' SF:C;TIONS 513 SOLIDS BUILDING MAIN FLOOR PI-AN n t rtc. PROCESS, SCi r t r C R r SOL1DS BUILDING `SECOND FLOOR PLAN! PHASE 3 13 SC...f:,.: { F-,OC,E.S.; .,,,,,f:.MkT'It; I P�1N.5 ,St SECTIONS !•4� SOLIDS L=rvi�,DIfVG CI_k..,Tr-21CA.L POWER DEMOLITION 1 514 ! SOLID: PRC)C i SIS SClliw't:�,�ii(.: i!I 212. PRIMARY SLUiDGc. PUMPING STATION! 44..3 SOL.iI?c BUIL.1ifNG ELECOTI',IC A.L. POWER OCIVIOLIT'iON 2 515 SOL IDSA BUILDING SECTIONS EXPANSION _ 15 tJLSIC r•1 C:i I+-LFIIA L+L..I.' v,/S .AND L.OA.D;NG PARTIAL POWER PLAN; 444 SOLIDS [3U!LDING LOWER BASFlk`E NT NORTH POWER P Aiv 51 6. SOLIDS C3'JILDItvG SECTIONS � ` SOLDS Pi_t�iNG ';E_CTiOr,a16MAS-S' BALANCE DIAGRAM MAXIMUM MONTH L)RY SEASON 7 4t5 S�LD� EJ _CIN � _UWE ? LArr_I, CNT LI � TiNG P kP517 17 MASS BALANCE DiACaRAM MAXIMUM MONTi1 4eIE,, rF.ASC)Nt CONIT'FROL 'DIAGRAMS fix: MCC ELEVATIONS 446 SOLIDS BUILDING UPPER BASEMENT POWER PLAN 513 SOLI ;; ROOF PIAN AND SECTIONS 18 DESIGN) CRITE.R14 - LIQUID PPOCESS 447 SOURS !?t11LL IND LIPPE_R RASEMENT LIGHTING PLAIN 519 NOT USED 19 DESIGN CRITERIA - SOLIDS PROCESS 448 SOLIDS BUIL..DItNG MAIN FLOC,; POWER PAN 520 SOLIDS BUILDING GIVE-LINE: 01AG RAM 1 20 DESIGN C:RiTERIA• --- CHEMICAL SYSTEita PRIMARY �1 19 SOLiiaC E3' 'I.L}ir�IG MAIN FLCJOR Pt�WER PLAPd 2 521 SOLIDS BUILDING ONE-LINE DIAGRAM 2 Project Manager 21 HYDRi;l_IL.iC; PR()p ILE 1 450 SOLIDS Big. ")INC; MAIN FLO%)R LIGHTING PLAN 522 SOLIDS BUILDING MCC Ef_ :1r\'ilON' B. WIL.LEY :� FiYLJE r.ULi(; PPOF;Li: ii EFFLUENT PUMPING STATION 4151 5t?L.iDS BUILDING SECOND FLOOR LIGHTING PLAg?3 SOLIDS BUI:..DING r�+ ;C SCHEDULES 452 ::OLIDS BUiLDINr_ SECOND FLOOR & ROOF POWER P►ANS J24 SOLIDS BUILDING PANEL_8G^RD SCHEDULES Designed 453 SOLIDS BU1LDING ROOF' ' IGHTiNG PLAN 52:5 SOLIDS 9ulL_0livG 1AjAIN FLOOR POWER PLAN 1 S. KUHNS 15 SOLIDS r _ , 3 SOLIDS BUILDING MA.IrNI FLOOR POWER PLAN 2 — 4.,4 CU t.DiNC' � LtvNE'L Pt?Ni~F-t rL.arJ ' 2.6 r 301 PEPS - ELEVATIONSr r ,„ r ,_.� N Drawn 302 PEPS - ELEVATIONS 4r 'THICKENER TUNNE!_ ELECTRICAL. POWER S1=C'rIUN J77 �CL+7S RI,1l�Dit�� rviA.i.v FL.,;�R POWER PLAN 3 - C 303 PEPS - FOUNDATION PLAN 456 TRIC.I<ENER TUNNEL ELECTRICAL POWER SECTiON'S 52P SOLIDS 91JILDINC FLOOR LIGHTING S. KUHNS Mf�l�d FLOOR �IGRyT.NC7 PL./�N! _.___._.._ .._._.�._._._ _.__.____-_._.�._._._._.__._._.__._._.__._.._ .__..._ .__._._._._._._ . _. 304 PEPS - LOWER PLAN 457 SOLIDS BUiL OINC,, TUNNEL LIGHTING PLAN 529 SOLIDS BUILDING SE GONG FLOOR POWER PLAN Checked 305 PEPS - ARCHITECTURAL FLOOR PLAN 458 NOT USED 5,x0 SOLIDS BUILDING SECONE) FLOOR UGHTiNJG PLAN E. DAVISON 1 C.31 G!?r�171fVG AND rA,\%IRdG PLAN r1F?E,^, 0--1 r 531 SOLIDS BUILDING CONG_1!1 AND WIRE S,%>EDULE i �,kAUiNJG I�NIL� PAVING P1_AfV AREA r --2 306 PEPS - UPPER PLAN X59 NO U.�EL� 307 PEPS - ROOF FRAMING PLAN SECTION AND DETAILSSOLID-5D S > SOLIDI.= BUILDING C i- AND R SEC Project Number -+60 BUIL...,f►VG HVAC ;c,l-+I�n�tL�., 53�. oNIQL:; ,�r G Nlf,r� sir-+-� U� E 2 j 1 G:3 CIL<r'.D!r! ' AND G''AVIhlG i�'I.ArJ ,AF2EA. E-- c r 3 ?y SOLIDS BUILDING COrJC�LJI'r AND WIRE �Cr?EuULr� 3 00039-436-1 Q2 I 308 PEPS - EAST - WEST SECTION 461 SOLIDS 80LDiNG HVAC DEMOLITION fv!MN FLOOR AND JJJ - ' 1(1�r r�F�.ACIIf JG rrvD r'A`�'iNG FLAN! - r1,RCA E--2) a. , r, SOLIDS Eat;ILDIt�1; t ONi?U!T AND UdIRE SCHEDULE 4 " 309 PEPS - NORTH - SOUTH SECTIONS BASEMLNT FLOORS' 534 Date 105 GRADING AND PAViNG PLAN - AREA F 4 tat SOLIDS 3U!t_DING HVA; D!:MC`LI T ION SECOND FLOOR AND 5.�5 SOLID i?UI,..DiNG CONDUIT AND Vv,IRE SCHEDULE 5 310 PEPS - SECTIONS NOVEMBER 1999 1 C,61 NOT USED r. PLAN 1 6 SOLIDS 0,! ,I! DING C%JDUiT AND vVIRE SCHEDULE 6 q 311 PEPS - SECTIONS RUO, FSA.! �,�„ 107 GRADING AND PAONG PIAN - ARi`A H I r ,� t SOLIDS 8U'!LDING CONDUIT AND WIRE SCHEDULE 7 � 312 PEPS - STAIR SECTIONS AND DETAILS 4a,� SUL•D:i tr�.rlLi)IMv hJAt; LOWER F3ASFt,�E.NIT PLAN 537 108 NJLT USE D 464 SOLIDS BLJIL.DING HVAC UPPER BASEMENT PLAN 538 NOT USED � PROF PAVING t I cs ��,, �, 313 PEPS - JUNCTION MANHOLE PLAN AND SECTION r t• 109 F f�+`•IND f"LAN AND , RC r iLE� 4-65 SOLIDS SUIT PIING HVAC MAIN. FLOOR PLAN 539 1NG T U�E',) 11tI 1",�, ;i' F'I - �., r--; 314 PEPS - SECTIONS r_ PING LAN! !R�ri 315 ^,01. USEL7 4.66 SOLIDS BUILDING HVA. SEC. ND .-LG:. R PLA. f .,40 S8ft30 r n n � SOLIDS BUILDING HVAC MAIN FLOOR, Si:.CONJf3 ;=Lc:)OR ice!):fit" cL,AN`:' �v 11C) A. (ARD PIPING DEMOLITION PLAN - AREA C-1 -416c 467 SOLIDS BUILDING HVAC ROOF. PLAN 5Q1 SOLIDS BUILDING 14VAC SECTIONS j 1 �, r, D PIPING . .AN -- ;AIEA C,--2 46SC)L1D`31 BUiL..DING HVAC SEC;TIfJrN 317 PEPS - ARCH. SECTIONS ,,OREGON e9 °�iP!` CDEMOLITION 'LQ` - npE. { � DCy318 PEPS ARCH. SCHEDULE 27 — i 12 YARD PIPING PLANT - AREA E-1 474 SOLIDS BUILDING HVAC :SECTIONS '�� 1 ..� YrF�'D r',PiiVG i'..Ah - AREA 319 PEPS - ARCH. DETAILS C I i , E-2 t , , .r '�� F, DAV 320 PEPS - HVAC AND PLUMBING PLAN UPPER LEVEL 1 . 1 SOLIDS E3�iLUIN,�7 H��„ SEt:,IONS '114 `LARD PIPING ELAN) - ARE:.A• F' ' 321 PEPS - HVAC AND PLUMBING PLAN LOWER LEVEL 4??.. SOLIDS BUILDING HV4C; SECTIONS ;aXPutcs 12/91/9e 114 A YAIRD PILING, PIAN — AREA F•--- 1 322 PEPS — HVAC AND PLUMBING SECTIONS -1.7:3 SOLIDS BUILDING HVAC SECTIONS °• 1 14 B 'YARD PIPINi'� F'L.AN -- AR'CIA F'--.2 474 SOLIDS BUILDING HVAt.: SE'CT!0'N`S 2 323 PEPS - HVAC SCHEDULES N 115 N1: Us:L:Ls I+SF l> 475 SCJL.IE15 E3UiLDItV'; HVAC SECTIONS L- 0 D PiP;iNG FLA.Iv - ARE,fi Hsi 325 PEPS - POWER PLAN UPPER LEVEL 476 SOLIDS BUILDING HVAC SECTIONS THIS UNE IS ONE INCH WHEN PIPING F'IROF{LES ! 326 PEPS - POWER PLAN LOWER LEVEL 4.77 SOLIDS BUILDING HVAC Uc1A;LS DRAWING IS FULL SIZE. IF NOT ' 18 i11PING PRCFiLrS li327 PEPS — LIGHTING PLAN UPPER LEVEL 4-�R NOT USED 0'NE INCH, SCALE ACCORDINGLY. 1119 PIPING PRGFlI EE' III328 PEPS - LIGHTING PLAN LOWER LEVEL 47:3 NOT USED 1 2t1 FiPING PROFILES 1V 329 PEPS - SECTIONS 480 SOLIDS BUILDING, FERRIC CHLOPIDE FEED SYSTEM 121 PIP1NC PROF-ILES V P r p PLAN 4.81 NOT US'E[) ::�>" r� :. i.JNV.�!'r_�. F'GVJE 1 LA,'� � 122 P!PIt IG PROFILES V! ,31 i�);_P': TUNNELL POWERPLAN 11 182 NOT USED o C. B 123 PIPING FROFILES Vil Ova :: 1� ,• -. 40 I VOLLIML 5 of 5, �-. i� HDR Engineering, Inc. STANDARD DETAILS n � � I_ R �, � T g { ! � I� i � Irl \I �,G i fill ? r. +:;t\�!'i_c.x 1 i lig. f, ;�;`.C'iv► !i�1.1 .,i.1;'t:','� �-•.:('a 901 STANDARD STRUCTURAL DETAILS I 11 :11 Ir :7{ 'i1?v!i'.rvlA'i?�)rJ - YME:rOL,) f�Nf; Af:*4Rr.Yi t1!UN:,. C",,40Pi_Ei; iN10 1 PUMP ROOM PLAN A1%0 'SECTION 902 STANDARD STRUCTURAL DETAILS II 1102 P & ID PP!MARY SLUDGE PUMPING UNIFIED SEWERAGE AGENCY C05 fl&FS'4=r'Z C;;}EriFLWh rJt;, 1 PUMP ROOM r CI i.iIYI-.. 903 STANDARD STRUCTURAL DETAILS III 1 c ICj ah! iAlY EFFL ,JT PUMPING cT,- ; „ OF WASHINGTON COUNTY 904 STANDARD STRUCTURAL DETAILS IV Ae ID C,(:UDS SUI D:Nr, ('.,PAVIT`,,' 1 F31C1,E-t'tE:E✓,y C-VAPL.E"k: 140. 1 SL.)Cti 1: i-iQ1L b,N(__ TAINiK 'LAN 905 ST,"NUARD STRUCTURAL DETAILS V : i105 ' ?I) s0i ! :S 3lILGiNG vF:rArCt x 1 !06 F` k Iii SOD , I-'U4.1)IN1. WAS A CHS STORAGE DURHAM �iC�ia f`ICI �1Ft' Cb4,APLEw N0, F'C_4t, ('ONTAINME;rJI DE7;AIL S I 907 'r NE=TRA?'110N :7LTAIL 1107 !' & ID SOLIE,S BUILDING IDEWA1 RING CEINTRI UGES c,07 DGLIfER {;t7rri?'LEn NO. 908 � : - }, ,� - (r- rryy !� p _ 1 1'�L. �J! + l ',1.:/ , 1 rt F & i.� SOUDS I_�UtL.dD. Tt G DE `Ai L:R `r) S ) - ' i DLI, FACILITY ;r1 , p1. � .., r F. GC:i�,c' E•�' i\:C/. E!. T-�;Ti?I(';.A,t- hr:�i:11F'I'..�a•i'I�at' � v6 t-' I .�, .J ,'1_UL Li }-�r1�1 "Ji, wh 1 n 909 PIl-:•;-. St":•pop*r' i. 1 s ng f; R�. i1'1 �C}!..1f"!`' ?(JII.DiN(' DrWA TF'R'43 CE v T RATE 9110 �rISC;ELLANE:OIUS DEF.AII_:5 I P & IL? DIG!.•STE.R CUMP`__X NO. 2 PHASE v EXPANSION -,I - 1• - - T r-., r1` I'. .} '�i ''lI�,GCI_LANEt}+.lS DETAILS 111 11 F' &' 11) DIC`^S i E; AND CENTRIFUGE LED '�.. I /1 I L._..1....._ n�\ i sJ ' . _ f ' t } C ° /�Fv 110,,• DEFT` 1 1 �T DIGESTER ' , t' ,«•�•� \ 1._.. .. ' 1 _ 1 \ •`.r ' Y....J i. !v x.11 J�.•L_1.�. ( ` ,� ,�. r,l.. �� '? + T r , ♦ r -'---------•--__--. _.____.__.______. ___._._.____..__....__.____.__._____-_.____._._,_______-____-.______.___._._.__.__._. �J1 �± ►'.41SC�1_t.,,APdt:CJ.iS rL:TAIi-�� .3C .%, Ci)!1y9r'L_rh P•+0. .;' s�?C3r::TEFc GAS, 1114; DIGE'S"FER C:OMF'I-,EX NO, 2 HOF WATFF? 1 '1 1 I' r L 0 DRY POL_''i"MEIN 11 DIGESTER CA)MPLEX 2 " EST & NORTH ELE1vA:T )N',L 1116 P & !i I;Ur `O-Al,,IETERING 1117 r' r�. If LIQUID F='UL'fi�lr=Fl Project Manager ! r 0700 r •-• ,r!uft^�L__{ 2 E.AlST ! (•! i F'1 [,I-r ,'til I1./r* '1 i �'-_', ;• 1 �+ �! ! 3 2 EXTERIOR i ON I- ( ( '-', I I 1 ! 1�' ! _. . CO_\-t Fc_i _UG. 1i::LE�Jh I .L._.. \.a I t .. � .... _ /04 IJI:�E IC R&TOR11GE TA10.. LXX FCI Iat r'LE ,`/y11V1`i. __.. _.�____..__ _.. .____ ._ .._.-_ _ - _ � _._._.... -- _.-.... - (�:3E WI B. � 0 ^, rrl I7:�. B!.:1E'• � F(lif .'>1Nr!(''V c?{-.4,`i 112() NOT US-ED >- _ EY ., T, , t^. `: ' '1'�1/ .� PIPING, 1 .!• S-fRl l,,,ENTtJIC [;T r rill_ De signed i . N 1 �L >~.1..DG. L.L.1 E_ � PLAN PROuESS r' IPING, 1001 ` . , , _ r .. . _ 1122 ! 22 INSTRUM . ,ATl7.a rpt =�,.lL:• E100. 1 ' . 2 LP, PPLN PROC= )G ? ✓G1 � . _ . , . , S. K UHNS ,_,iJ OL BLDG. 2 UPPER :LAN r 1123 1`S7i . ': d: ? 0r1 I-S Drawn C 1003 ! ai ✓ 1124 INSTRUMENTATION DETAILS t , ")0~ S: 4 004 1 I :"'� \ }t I): t1.! S. KUHNS C3 D^ 7 , r , ;• GSF 1..00R E1N RU! r [ 1r . 10105 NCI .SE, 1120 FIC C_:Cti DIAGRAM Checked ;ECTILP1 .0G6 E _:CTI"MAL '; V:R P&M; AREA 1127 iVr' ;tUvcJTAT1DV ETIIL� CORitiG_ PANEL E. DAVISON .'i .)1.-F;G. S[CTit),NS PRG;,j: S 1 )( 7 LFii :'rAI_ 712 CGN1P()L fiL D(' 2 'STRUCTURAL SECTIONS' & DE-FAL_S /( r$ NOT J�c 1128 Project Number r CONTROL BLDG. 2 S RUC,I';r L 1JJ7 F _r�.RcAi -OWER FI;AA,FA F_ t12< INS ` UhfP3T + G=iA . � CONTROL PANEL CEV,T; vt - r,�NTROL BLDG. 2 STRUCTURAL SFC-11fNS RDEAI . 1,i, 1 ELECT ? GPL PCn�rR 00039-43 6- --- 102 DatDG. 2 SECTIONS DETAI& 10 E_ECT�:CAL OWE'R PL: ,, rrL BL NOVEMBER 1999 ;TUI�P�.L :,C,r �DULE [fa 1012 NOT 1 sFi i COMPLEX 2 R(DOF PLAN ,• 3 1 ,. ', ry 7- e C ' .. .•' �,'J�T(\t.`�� r"•.-' 7,"!,,t�/ C I�IP IC\ ': 1•':::. J ^..1 9r t'�': _nli is iU1., FE.f_t,I�+E�A.L t"Qtf"iL:.�: T't.A�J ^^ r"iE' Ctnti [f•1.�1 PR J i.�[_. ..•.1 r. . t,.' 1 I METER= r' -, , f 1 t " N 1 . L.,LC� .. l f 111 r 1�,i !�t• 1/irw.�L.l�i1\�„ ra1'YrJ �f•••IVii l.ilvl•, �1,,11�,i� ,.� r .4 SE.CTIO1a 1015 5AE:'rcRi(;G AND SAMPLING STi=,'.'iON F'! EC r ,PLAN 04 IG I NO F 4 DE TAil_ �'�,E''T 1 1� J 10'16 DACKW.4,SII B�aSIN & WA.STEWATEN SER';"ICE. yt_DG PA!�iCl_ :;CIiE0t,Lr _ W� 4' sr�e3o LF•. 't(;'1 7 Iv ; 1.)..r_ I-•. fvtISCELIA,NEi}i_IIS TaFTw.IL`" 1018 .. t + '. `-, ! NE--1_INE :51.AGR� M ?A MC`.C: ELEV4,11ONIS f i 1• L v�C ..,, 1013 i _ . .,. 1 , � .. _`_; C LrCTRZ4.1.. il4Ct 7,`i EDULES OREGON ST= 27 �I'.r LIED )L a � p� DX c•• -I_E.t;l hiPANELC \S USED,� 10� 1-��. �, Ef:.:�L. !:''.�".Nr L_ `�+CF;F QIJ+E`� F. .i 'lI';OL 13E:1Ls31rVy3 ;L;.1'I:DPd.'✓ I0 3 F�L.PS ONDU AMID WIRE S�C/HED LL 1 EXPIRES 12/31/s h iCj r .�'IV1F`':JL :'?'.il�i_1?f.ytJ tlhl•,il:'f �r - �, 1 -� .17 I;' I("; .^ P t�� ' •-r'' lr''11-�1: S I�i1;i✓�i,�I.`"• a'� '.' ,,. ii'•:., 1 C?25 r !' %t1)ILDIN(E C OSTNC' ELECTRICAL POWER tAt�C.I►'iri�'!O:N�i t Flu ':..:ilTF uL_ riUIL_C;iIJi; ,_r ''Jdf_R 1026 t , r 'II' DiI'I 1 LINE DIA(.: zf�M 1 THIS UNE IS ONE INCH WHEN c ,ri1 `(1t�fTFa�'_1:i_ L?'..111.f ±r.�,, !-;r.:.E:.:,E� I .. , _._ '/''=��. �'LA',t C r_ � ..� �[]?1..{ L.j' •(:: Crr'•! _ - .F u; r .,ON t ROI.. RC.iIt.J;1V�, ROOF' i ,. 'F L. !'I`•Ai.' PLAN ' 1\J,'_I, -�✓: f.71J,,L,�{rd� �l i'•��_.. !.11�� i.'IN.��t''=�+� � ,_ BOLDING ONI UNE . ONE INC SCALE ' DRAWING FULL SIZE. 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