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HomeMy WebLinkAboutSecondary Wastewater Treatment Facility - 1991-60 it %0 w 40 "low ap %" %up oft go For Information Regarding This Proje'fi Contact! DAVID PETERSON BELLEVUE, WASHINGTON (206) 453-5000 Ad a CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE � t 1 VOLUME 4 OF 4 DRAWINGS CITY OF PORT TOWNSEND I WASHINGTON "I �lliia, kllAl'"LJL"IIU MUILLL�ll kit "a Uka�- aL, � 3 > d 5 I IJ NOVEMBER 1991 SEA22388'.Al (Z I TP ninIDTU i ANI 0 2000 4000 SCALE (FEET) �L-,OCATION MAF, TINT WILSON D PUGET SOUND 0 50 SCALE (MILES) VICINITY MAP. e t 4 Z°— �; P �' ��yi F� SHEET A=1 LL ® REUSE OF DOCUMENTS GENE R L • .t. 3 f GNC. BROWN Q , �,, THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND 1 OF 158 DWG z PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. NO. o �o ss3ss �� _..::L; : C . BROWN SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 r' WASTEWATER TREATMENT PLANT DATE NOV 1991 r F cl STEL BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT JEFFERSON COUNTY WASHINGTON LOCATION AND VICINITY MAP IF NOT ONE INCH ON , FPN'(5-- NAL ,EK B EIS WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST . SEA22388.RD�p 0 ,Y y r ;:� ;,, VDD PETERSON NO. DATE REVISION BY 1APVDJ CCH2M HILL SCALES ACCORDINGLY. 0 a u � v ,,-,...:.. .. .. ... .... ... .,. : ..... ,. .a:.. ,..., -.-77-77-77r,--,.1 . ,:l...s:.h..,_,,.,...., ,. ..,.. ..�.v,>,...�., .. ....,.,_. .t.�..r.¢.>.,_..Mw.. .........s. .,,_..,. ..,._.. ...-.,_,..}}{ ..ii.,,,.:...f. -..u,...=:..� ...„.,., .... .. ,,...,.....,.,:{...,.....,,..,.....,., .�.._, .j ...,.......,.�..,r�r.., : .,.......�,.:.:a.. Y, .... ,.. �..,u,..,.. C.M .i, •. ��N. ,. _�..... ,.. Rn�- .r':: :. .f .>,,:.°wik... . � f -:��,.. A,�,r 1,M, } ,.x. 2,.. ,.. . -�1�F.,.. ,. .':':F,,. iY' .,:....ra...,.i...,,. .,, �. ifr�,,. Rr.r�.. >”. ,,x,tt,�,' x'.,l1...�v...:. ��, G„ u-,,�:: a__. .:..'.. p4� .,�,..# r.«+..'..a,.. ti.e axa... '-1�_�... . w.a..,q.,... . �,.._.. S..s s..x ..,„f �a ,4 sin IT ,k gg ; 4 ,�€�.t -t� a{{�.:.a.,1,h,, `k x I ,..,.>. , . ,t{•V,,. , C SH EET TITLE NO. GENERAL A - 1 LOCATION AND VICINITY MAP A - 2 INDEX TO DRAWINGS A - 3 ABBREVIATIONS A - 4 CIVIL; HV&C AND ARCHITECTURAL LEGENDS A - 5 MECHANICAL LEGENDS AND ABBREVIATIONS A - 6 PROCESS `.SCHEMATIC AND LIQUID/SOLIDS BALANCES A - 7 DESIGN CRITERIA AND HYDRAULIC PROFILE WASTEWATER TREATMENT PLANT DATE SI TEWIORK & VI L B - 1 EXISTING CONDITIONS, DEMOLITION PLAN HEADWORKS BUILDINGONT AND PREGONSTRUCTION PLAN B - 2 SITE PLANT B - 3 GRADING PLAN B - 4 SECTIONS AND DETAILS B - 5 SITE WORK DETAILS B - 6 YARD PIPING PLAN B - 7 MANHOLE PLANS AND SCHEDULE B - 8 MANHOLE SECTIONS B - 9 MISCELLANEOUS DETAILS B - 10 MISCELLANEOUS DETAILS H - 3 DIGESTER PLAN AND DETAILS CONTROL BUILDING C - 1 EXISTING BUILDING DEMOLITION PLAN C - 2 ARCHITECTURAL MAIN LEVEL FLOOR PLAN C - 3 ARCHITECTURAL UPPER LEVEL PLAN AND ROOF PLAN C - 4 ARCHITECTURAL MAIN LEVEL CEILING PLAN C - 5 ARCHITECTURAL EXTERIOR ELEVATIONS C - 6 ARCHITECTURAL WALL SECTIONS C - 7 ARCHITECTURAL WALL SECTIONS AND DETAILS C - 8 ARCHITECTURAL ROOF DETAILS C - 9 ARCHITECTURAL INTERIOR ELEVATIONS C - 10 ARCHITECTURAL INTERIOR ELEVATIONS C - 11 ARCHITECTURAL INTERIOR DETAILS C - 12 ARCHITECTURAL INTERIOR DETAILS C - 13 STRUCTURAL MAIN LEVEL FOUNDATION PLAN C - 14 STRUCTURAL PARTIAL FOUNDATION AND UPPER FLOOR PLAN C - 15 STRUCTURAL ROOF FRAMING PLAN C - 16 STRUCTURAL PARTIAL ROOF FRAMING PLAN AND DETAILS C - 17 STRUCTURAL SECTIONS AND DETAILS C - 18 STRUCTURAL DETAILS C - 19 STRUCTURAL SECTION C - 20 STRUCTURAL SECTION C - 21 STRUCTURAL SECTION C - 22 STRUCTURAL SECTION C - 23 STRUCTURAL SECTION C - 24 MECHAN ICAL MAIN LEVEL PLUMBING PLAN C - 25 MECHAN ICAL MAIN LEVEL DRAIN AND VENT PLAN C - 26 MECHANICAL MAIN LEVEL HVAC PLAN C - 27 MECHANIICAL DEWATERING AREA PLAN C - 28 MECHANIICAL BLOWER ROOM PLAN AND SECTIONS C - 29 MECHANIICAL SECTION C - 30 MECHANIICAL SECTION C - 31 MECHANIICAL SECTION DSGN B. EIS DR A.BLAYLOCK CHK R.BRACKEN APVD D,PETERSON No. DATE - SHEET TITLE SHEET TITLE SHEET TITLE BAR IS ONE INCH CITY OF PORT TOWN SEND NO. THIS DOCUMENT, .AND THE IDEAS,AND DESIGNS INCOR- ORIGINAL DRAWING N 0. N 0. 0- 1� WASTEWATER TREATMENT PLANT DATE NOV 1991 SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON JEFFERSON HEADWORKS BUILDINGONT WITHOUT THE WR AUTHORIZATION OF CH2M HILL. EXISTING SPIRAGESTER MODIFICATIONS N0. ELECTRICAL (C ©a- SCALES ACCORDINGLY. D - 0 ARCHITECTURAL EXTERIOR ELEVATIONS H - 1 PUMP ROOM DEMOLITION PLAN AND SECTIONS L - 14 NOT USED D - 1 STRUCTURAL FOUNDATION PLAN H - 2 PUMP ROOM MECHANICAL PLAN AND SECTIONS L - 15 NOT USED i ... ,0 .... H - 3 DIGESTER PLAN AND DETAILS L - 16 RAS WAS PUMP STATION LIGHTING AND POWER PLANS D - 2 STRUCTURAL GROUND FLOOR PLAN H - 4 DIGESTER SECTIONS L - 17 SECONDARY CLARIFIER & RAS/WAS LIGHTING/POWER PLAN D - 3 STRUCTURAL ROOF AND HEADWORKS PLAN L - 18 OXIDATION DITCH ELECTRICAL PLAN D - 4 STRUCTURAL SECTION INSTRUMENTATION L - 19 CHLORINE CONTACT BASIN ELECTRICAL AND I & C PLANS D - 5 STRUCTURAL SECTION L - 20 EXISTING DIGESTERS ELECTRICAL AND I & C PLAN D - 6 STRUCTURAL SECTION D - 7 STRUCTURAL SECTIONS AND BEAM DETAILS K - 1 INSTRUMENTATION LEGEND L - 21 NOT USED D - 8 MECHANICAL LOWER LEVEL PLAN K - 2 INFLUENT PUMP STATION P & ID L - 22 ELEMENTARY DIAGRAMS K - 3 ODOR CONTROL P & ID L - 23 ELEMENTARY DIAGRAMS D - 9 MECHANICAL GROUND LEVEL PLAN K - 4 HEADWORKS P & ID L - 24 ELEMENTARY DIAGRAMS D - 10 MECHANICAL UPPER LEVEL PLAN K - 5 OXIDATION DITCH P & ID L - 25 SCHEDULES D - 11 MECHANICAL SECTION MECHANICAL ODOR CONTROL SYSTEM DETAILS K - 6 SECONDARY CLARIFIER AND RAS/WAS PUMPING P & ID L - 26 STANDARD DETAILS D - 12 K - 7 CHLORINE CONTACT BASIN AND NONPOTABLE WATER P & ID L - 27 DETAILS AND SCHEDULES D - 13 MECHANICAL MISCELLANEOUS DETAILS D - 14 HVAC GROUND LEVEL PLAN K - 8 HYPOCHLORITE SYSTEM P & ID STANDARD DETAILS K - 9 SLUDGE DIGESTION AND PUMPING P & ID K - 10 SLUDGE DEWATERING P & ID OXIDATION DITCH K - 11 MONITORING & CONTROL SYSTEM BLOCK DIAGRAM M - 1 ARCHITECTURAL K - 12 PLANT MONITORING PANEL M - 2 ARCHITECTURAL E - 0 ARCHITECTURAL EXTERIOR ELEVATIONS K - 13 CONTROL PANEL CP -1, ELEVATION AND SCHEDULE M - 3 ARCHITECTURAL E - 1 STRUCTURAL FOUNDATION PLAN K - 14 CONTROL PANEL CP -1, ELEMENTARY DIAGRAM M - 4 ARCHITECTURAL E - 2 STRUCTURAL AND MECHANICAL TOP PLAN K - 15 CONTROL PANEL CP -1, ELEMENTARY DIAGRAM M - 5 STRUCTURAL E - 3 STRUCTURAL SECTIONS AND DETAILS K - 16 CONTROL PANEL CP -1, ELEMENTARY DIAGRAM M - 6 STRUCTURAL E - 4 STRUCTURAL SECTIONS AND DETAILS K - 17 CONTROL PANEL CP -1, ELEMENTARY DIAGRAM M - 7 STRUCTURAL E - 5 STRUCTURAL AND MECHANICAL SECTIONS AND DETAILS K - 18 CONTROL PANEL CP -2, ELEVATION AND SCHEDULE M - 8 STRUCTURAL E - 6 MECHANICAL SECTIONS AND DETAILS K - 19 CONTROL PANEL CP -2, ELEMENTARY DIAGRAM M - 9 STRUCTURAL SECONDARY CLAR I FI ERS AND RAS WAS PUMP _STAT) ON K - 20 CONTROL PANEL CP -2, ELEMENTARY DIAGRAM M M - 10 11 STRUCTURAL STRUCTURAL K - 21 CONTROL PANEL CP -3, ELEVATION AND SCHEDULE K - 22 CONTROL PANEL CP -3, ELEMENTARY DIAGRAM M - 12 MECHANICAL F- 0 ARCHITECTURAL EXTERIOR ELEVATIONS K - 23 CONTROL PANEL CP -3, ELEMENTARY DIAGRAM M - '13 MECHANICAL F- 1 FOUNDATION AND BURIED PIPE PLAN K - 24 INSTRUMENTATION AND CONTROL DETAILS M - 14 MECHANICAL F - 2 STRUCTURAL AND MECHANICAL TOP PLAN K - 25 INSTRUMENTATION AND CONTROL DETAILS M - 15 MECHANICAL F - 3 STRUCTURAL SECTIONS AND DETAILS K - 26 TYPCIAL FIELD INTERCONNECTION DIAGRAM. M - 16 MECHANICAL F - 4 STRUCTURAL SECTIONS AND DETAILS M -17 MECHANICAL F - 5 STRUCTURAL SECTIONS AND DETAILSELECTRICAL M - 18 MECHANICAL F - 6 RAS/WAS MECHANICAL PLAN AND DETAILS I F - 7 MECHANICAL SECTIONS AND DETAILS L- 1 LEGENDS AND ABBREVIATIONS F - 8 MECHANICAL SECTIONS AND DETAILS L- 2 ELECTRICAL SITE PLAN F - 9 MECHANICAL DETAILS L- 3 I & C SITE PLAN L- 4 MCC ONE -LINE DIAGRAMS CHLORINE CONTACT BASIN L- 5 MCC ONE -LINE DIAGRAMS L- 6 CONTROL BUILDING MAIN LEVEL LIGHTING PLAN G - 0 ARCHITECTURAL EXTERIOR ELEVATIONS L- 7 CONTROL BUILDING MAIN LEVEL/POWER PLAN G - 1 STRUCTURAL AND MECHANICAL FOUNDATION PLAN L- 8 CONTROL BUILDING UPPER LEVEL LIGHTING/POWER PLAN G - 2 STRUCTURAL TOP PLAN L- 9 CONTROL BUILDING MAIN LEVEL I & C PLAN G - 3 STRUCTURAL AND MECHANICAL SECTION AND DETAILS L- 10 HEADWORKS BUILDING LOWER AND GROUND LEVEL POWER AND I & C PLANS G - 4 STRUCTURAL AND MECHANICAL SECTIONS BUILDING GROUND LEVEL LIGHTING PLAN/UPPER LEVEL LIGHTING/POWER PLAN L- 11 HEADWORKS G - 5 STRUCTURAL DETAILS L- 12 HEADWORKS BUILDING UPPER LEVEL I & C PLAN G - 6 MECHANICAL TOP PLAN L- 13 NOT USED - GENERAL SHEET A-2 REUSE OF DOCUMENTS ON DWG BAR IS ONE INCH CITY OF PORT TOWN SEND 2 OF 158 THIS DOCUMENT, .AND THE IDEAS,AND DESIGNS INCOR- ORIGINAL DRAWING NO. PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 0- 1� WASTEWATER TREATMENT PLANT DATE NOV 1991 SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON JEFFERSON INDEX TO DRAWINGS PROD WITHOUT THE WR AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST N0. SEA22388.RD ©a- SCALES ACCORDINGLY. REVISION BY APVD M HLL 1 r i ... ,0 .... t U 11-11-91SEA22388/A--03.DWG -� - BBREVI ATI ON S DECHLOR DET DECHLORINATION DETAIL LAV LB LAVATORY POUNDS REINF REQD REINFORCE REQUIRED FLOW STREAM IDENTIFICATIONO DH DEHUMIDIFIER LB/D POUNDS PER DAY RESIL RESILIENT © AT DIA DIAMETER LCP LOCAL CONTROL PANEL RF RETURN FAN AAD AUTOMATIC CONTROL AIR DAMPER DIAD DIAGONAL LCUS LOAD CENTER UNIT SUBSTATION RH ROBE HOOK AIR AIR LABORATORY A/B AERATION BASIN DIM DIMENSION LG LONG RM ROOM AB ANCHOR BOLT DIP DUCTILE IRON PIPE LIW LOAD INDICATING WASHERS RO ROUGH OPENING ALP AIR LOW PRESSURE PROCESS ABDN ABANDONED DIR DIRECTION LLV LONG LEG VERTICAL RR RAILROAD ACBD ACOUSTICAL BOARD DISCH DISCHARGE LNTL LINTEL RST REINFORCING STEEL BYP BYPASS ACC AIR COOLED COMPRESSOR/CONDENSING UNIT DN DOWN LONG LONGITUDINAL ACST ACOUSTICAL TILE DRWR DRAWER LOS LOCKOUT STOP PUSHBUTTON S SOUTH CD CHEMICAL DRAIN ACT ACOUSTICAL DS DOWNSPOUT LR LONG RADIUS SAT SUSPENDED ACOUSTICAL TILE. CG CHL(PRESSURE) PRESSURE GAS CHLORINE AD AREA DRAIN DWG DRAWING LT LIGHT SIC SHOWER CURTAIN ADDL ADDITIONAL DWL DOWEL LV LABORATORY VACUUM S/C SECONDARY CLARIFIERS CGV CHLORINE GAS (VACUUM) ADJ ADJACENT LV LOW VOLTAGE SCHEID SCHEDULE CS CHLORINE SOLUTION AFF ABOVE FINISHED FLOOR E EAST SCR SHOWER CURTAIN ROD AHR ANCHOR E EXTERNAL M & BH MOP & BROOM HOLDER SID SOAP DISPENSER D DRAIN AL ALUMINUM EA EACH MATL MATERIAL SD/GB SOAP DISH & GRAB BAR ALTN ALTERNATE ECC ECCENTRIC MAX MAXIMUM SEAL. SEALER DOF DIGESTER OVERFLOW ANOD ANODIZED 'EDH ELECTRIC DUCT HEATER MB MACHINE BOLT SECT SECTION DS DIGESTED SLUDGE APPROX APPROXIMATE EF EACH FACE, EXHAUST FAN MCC MOTOR CONTROL CENTER SF SUPPLY FAN DSP DIGESTER SUPERNATANT APVD APPROVED EFL EFFLUENT MD MOTORIZED DAMPER SG SAFETY GLASS DWR DEWATERING RETURN ARCH ARCHITECTURAL EHD ELECTRIC HAIR DRYER MECH MECHANICAL SH SHEET DWS ATERED SLUDGE AS AIR SCRUBBER EL ELEVATION MFR MANUFACTURER SHS FOLD—UP SHOWER SEAT ASSY ASSEMBLY ELB ELBOW MGD MILLION GALLONS PER DAY SHTG SHEETING fR�s ASU AIR SUPPLY UNIT ELEC ELECTRICAL MG/L MILLIGRAMS PER LITRE SIM SIMILAR G R GRIT AVG AVERAGE ELEV ELEVATOR MH MANHOLE SLV SHORT LEG VERTICAL G GRAVITY SEWER EQL EQUAL MIN MINIMUM S.O. SHUTOFF B BOILER EQL SP EQUALLY SPACED MIR MIRROR SPECD SPECIFIED HW HOT WATER BC BOOSTER COIL EQPT EQUIPMENT MISC MISCELLANEOUS SPECS SPECIFICATIONS BID BOARD, BUTTERFLY DAMPER EW EACH WAY MJ MECHANICAL JOINT SPG SPACING BETW BETWEEN EWC ELECTRIC WATER COOLER MLSS MIXED LIQUOR SUSPENDED SOLIDS SQ SQUARE LE LANDFILL LEACHATE BF BOTTOM FACE EXF EXHAUST FAN MLVSS MIXED LIQUOR VOLATILE SUSPENDED SOLIDS SQF SEAMLESS QUARTZ FLOORING BLDG BUILDING EXP JT EXPANSION JOINT MO MONTH SS SUBSTATION ML MIXED LIQUOR BM BEAM EXT EXTERIOR MO MASONARY OPENING SST STAINLESS STEEL BOD BOTTOM OF DUCT EXST EXISTING MON MONUMENT STA STATION NPW NON POTABLE WATER BODS BIOCHEMICAL OXYGEN DEMAND MTG MOUNTING STD STANDARD (5 DAY TEST) FAB FABRICATION MTL METAL STIF STIFFENER BOP BOTTOM OF PIPE FACIL FACILITY MTRG METERING STOR STORAGE OF OVERFLOW BOT BOTTOM FB FLAT BAR STIR STRAIGHT OA ODOROUS AIR BRG BEARING FCTY,FACT. FACTORY N NORTH STRUCT STRUCTURAL FD FLOOR DRAIN NIC NOT IN CONTRACT STL STEEL PD PROCESS DRAIN CAB. CABINET FDN FOUNDATION N0. NUMBER SUSP SUSPENDED CAF CABINET FAN FEXT FIRE EXTINGUISHER NOM NOMINAL SYMM SYMMETRICAL PLE PLANT EFFLUENT CARP. CARPET F FL EL FINISHED FLOOR ELEVATION NORM NORMAL PO POLYMER SOLUTION CB CATCH BASIN FLL FLOW LINE ELEVATION NTS NOT TO SCALE T TANGENT LENGTH CC COOLING COIL FLEX FLEXIBLE T TINTED RAS RETURN ACTIVATED SLUDGE C/C CHLORINE CONTACT FLG FLANGE OC ON CENTER T TREAD RD RAIN DRAIN, ROOF DRAIN CCW COUNTER CLOCKWISE FLR FLOOR OD OUTSIDE DIAMETER, OVERFLOW DRAIN T&B TOP AND BOTTOM CID CEILING DIFFUSER FNSH FINISH OF OUTSIDE FACE T&G TONGUE AND GROOVE RS RAW SEWAGE CEF CEILING EXHAUST FAN FP FIN TUBE CONVECTOR O/H OVERHEAD TC TOP OF CONCRETE CEM PLAS CEMENT PLASTER FIR FIRE RATED OPNG OPENING TEMP TEMPORARY SA SAMPLE CF CENTRIFUGAL FAN FRP FIBERGLASS REINFORCED PLASTIC OPP OPPOSITE TF TOP FACE SCR SCREENINGS CFM CUBIC FEET PER MINUTE FTG FOOTING 0 TO 0 OUT TO OUT TG TEMPERED GLASS SD STORM DRAIN CG CORNER GUARD, CEILING GRILLE FVNR FULL VOLTAGE NON—REVERSING OZ. OUNCE THK THICK CH COAT HOOK FVR FULL VOLTAGE REVERSING THIRD THREADED SE SECONDARY EFFLUENT CHEM CHEMICAL P&ID PROCESS AND INSTRUMENTATION DIAGRAM T. 0. TOP OF SEP SEPTAGE CHKD CHECKERED GA GAUGE PBX PULL BOX TP TOWEL PIN SG SANITARY SEWER (GRAVITY) CJ CONSTRUCTION JOINT GAL GALLON PC POINT OF CURVATURE TPD TONS PER DAY SPD SUMP PUMP DISCHARGE CENTER LINE GALV GALVANIZED , P/C PRIMARY CLARIFIERS TPI TURNOUT POINT OF INTERSECTION SR SCRUBBER RECIRCULATION CI CAST IRON GALVS GALVANIZED STEEL PE PLAIN END TRANSV TRANSVERSE SSM SCUM CL CLOSET GB GRADE BREAK PF PROPELLER FAN TSS TOTAL SUSPENDED SOLIDS CLG CEILING GPD GALLONS PER DAY PH PHASE TST TOP OF STEEL CLP CLAY PIPE GSB GYPSUM SOFFIT BOARD PI POINT OF INTERSECTION TTC TELEPHONE TERMINAL CABINET TS THICKENED SLUDGE CLR CLEAR GVL GRAVEL PJF PREMOLDED JOINT FILLER TTD TOILET TISSUE DISPENSER CMP CORRUGATED METAL PIPE GWB GYPSUM WALLBOARD PROPERTY LINE TW TOP OF WALL UD "UNDERDRAIN CMU CONCRETE MASONRY UNITS GYP PLAS GYPSUM PLASTER PL PLATE TYP TYPICAL CO CLEANOUT PLAM PLASTIC LAMINATE COD CHEMICAL OXYGEN DEMAND H.A.S HEADED ANCHOR STUD PLAS PLASTER OF UTILITY FAN V VENT COL COLUMN HC HEATING COIL PLYWD PLYWOOD UH UNIT HEATER COMM COMMUNICATION HCR HAT & COAT RACK POC POINT ON CURVE UHW HOT WATER UNIT HEATER WAS WASTE ACTIVATED SLUDGE CONC CONCRETE HD HUB DRAIN POT POINT ON TANGENT UPS UNINTERRUBTIBLE POWER SUPPLY W1 WATER, POTABLE CONN CONNECTION HDNR HARDENER PR PAIR CONST CONSTRUCTION HDR HEADER PRCST PRECAST V VENT W2 PLANT SERVICE WATER CONT CONTINUOUS HGT HEIGHT PS PUMP STATION VB VINYL BASE CONT JT CONTROL JOINT HM HOLLOW METAL PSF POUNDS PER SQUARE FOOT VCP VITRIFIED CLAY PIPE COR CORNER HORIZ HORIZONTAL PSI POUNDS PER SQUARE INCH VCT VINYL COMPOSITION TILE CP CONCRETE PIPE HR HOUR PT POINT OF TANGENCY VD MANUAL AIR VOLUME DAMPER CPP CORUGATED POLYETHYLENE PIPE HVAC HEATING, VENTILATING, & AIR CONDITIONING PTD PAPER TOWEL DISPENSER VE VEHICLE EXHAUST SYSTEM CPLG COUPLING HWP HOT WATER PUMP PTD/R PAPER TOWEL DISPENSER/RECPTACLE VERT VERTICAL CT CERAMIC TILE HX HEAT EXCHANGER PVC POINT OF VERTICAL CURVATURE VP VAPOR PROOF CPVC CHLORINATED POLYVINYL CHLORIDE PVC POLYVINYL CHLORIDE VTR VENT THRU ROOF C TO C CENTER TO CENTER I&C INSTRUMENTATION AND CONTROL PVI POINT OF VERTICAL INTERSECTION VWC VINYL WALL COVERING CTR CENTER ID INSIDE DIAMETER PVMT PAVEMENT CTRD CENTERED IF INSIDE FACE PVT POINT OF VERTICAL TANGENCY W WEST CU FT CUBIC FEET IG INSULATING GLASS PRV PRESSURE REGULATING VALVE W/ WITH CUH CABINET UNIT HEATER INFL INFLUENT WD WOOD CW CLOCKWISE INSTL INSTALL QDRNT QUADRANT WE WALL EXHAUSTER CENTRAL ANGLE INSUL INSULATION WH WATER HEATER INVT INVERT R R -VALUE (INSULATION) WK WEEK DBA DEFORMED BAR ANCHOR ITG INSULATED TEMPERED GLASS R OR RAD RADIUS WR WASTE RECEPTACLE DBL DOUBLE R RISER WR GWB WATER RESISTANT GYPSUM WALLBOARD JAN. JANITOR RC REINFORCED CONCRETE WS WATER STOP OR WATERSURFACE JT JOINT RCP REINFORCED CONCRETE PIPE WS WELDED STEEL RD ROOF DRAIN WWF WELDED WIRE FABRIC _ KVA KILOVOLT—AMPERE RDCR REDUCER REC RECESSED EXTINGUISHER CABINET XFMR TRANSFORMER L LENGTH OF CURVE REFR REFRIGERATOR Po 4b�� w/yellL ti��os ANGLE REHAB REHABILITATION YR YEAR (RAmm=DSGN B.EIS REUSE OF DOCUMENTS .. GENERAL SHEET A-3 Q �o p 25366 ``� DR A.BLAYLOCK THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- PORATED PROFESSIONAL BAR Is ONE INCH ON ORIGINAL DRAWING. CITY OF PORT TOWN SEND DWG 3 OF 158 F�ss�cr S30 �� a HEREIN, AS AN INSTRUMENT OF SERVICE. IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE O WASTEWATER TREATMENT PLANT NO. CHK DidAL R•BRACKEN USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ONC THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON ABBREVIATIONS DATE NOV 1991 1=1.0 APVD D.PETERSON NO. DATE I REVISION I BY JAPVDI C"CH2M HILL SCALES ACCORDINGLY. PROJ N0. SEA22388.RD i DATE: 11-12-91 FILENAME:SEA22388/A-4.DLV 2 1 a 4 I 5 1 6 CIVIL HVAC LEGEND ARCHITECTURAL SYMBOL LEGEND -_96,5 CONTOUR LINE CEILING DIFFUSER OR REGISTER (SUPPLY) C-102 ROOM NUMBER EXISTING BUILDING CD, RCD, PCD, LSD, LCD, LTD C EXISTING CONTOUR LINE DOOR NUMBER EXISTING BUILDING ,��,, TURNING VANES 102 TO BE DEMOLISHED WINDOW NUMBER A SOUND ATTENUATED DUCT GROUND SLOPE DESIGNATION W3 5*00 ROAD CENTERLINE STATIONING NEW BUILDING ® FIRE EXTINGUISHER MOTORIZED DAMPER F. EXT CULVERT 6 WALL TYPE ASPHALT CONCRETE PAVEMENT FLEXIBLE CONNECTION n CB OR n AD CATCH BASIN, AREA DRAIN PCC PAVEMENT AND SIDEWALK SUPPLY DUCT (SECTION) O MANHOLE • CRUSHED ROCK SURFACE INTAKE, RETURN, OR EXHAUST DUCT (SECTION) ® ELECTRICAL MANHOLE 035.0 FINISH GRADE OR TOP OF PAVEMENT O THERMOSTAT ELECTRICAL HANDHOLE MMP -t- PI (POINT OF INTERSECTION) MECHANICAL MOUNTING PANEL AREA -LIGHTING BASE 42.6 ELEVATION ORIGINAL GROUND (200) 200 SCFM _•••-■- DRAINAGE WAY OR DITCH X B ROAD�— PC OR PT O EXISTING UTILITY OR C� SIGN TELEPHONE POLE ------ PROPERTY LINE AV NEW UTILITY OR TELEPHONE POLE ------------- CENTER LINE, BUILDING, ROAD, ETC. covsno'co ROCKS -------------------- GRADE BREAK (GB) FENCE EXISTING TREES AND SHRUBS —X—X— • OR O GUARD POST --- ----------X-- -- EXISTING FENCE TO REMAIN STRUCTURE LOCATION POINT P OVERHEAD POWER LINE c WATER T OVERHEAD TELEPHONE LINE EXISTING UTILITIES NEW PIPELINE ---------- NEW STORM DRAIN (SD) CURVE DATA R = RADIUS L = LENGTH z�, = DELTA $ = SEMI TANGENT D PN � DSGN B. Els REUSE OF DOCUMENTS ' GENERAL SHEET A-4 A. BLAYLOCK THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND DOWG c�, DR PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. 4 OF 158 �o�F �Fci S �����` SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO p r' WASTEWATER TREATMENT PLANT CIVIL, HVAC, AND ARCHITECTURAL CHK S7 . FARRELL BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON DATE NOV 1991 S�ONAL �� ~ JEFFERSON COUNTY, WASHINGTON APVD WITHOUT THE WRITTEN AUTHORIZATION OF CH21vl HILL. THIS SHEET. ADJUST LEGENDS PROD D. PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD z 0 a L Z Lu 0 a J o W J 0 U - DATE: 11-12-91 FILENAME:SEA22388/A-4.DLV 2 1 a 4 I 5 1 6 CIVIL HVAC LEGEND ARCHITECTURAL SYMBOL LEGEND -_96,5 CONTOUR LINE CEILING DIFFUSER OR REGISTER (SUPPLY) C-102 ROOM NUMBER EXISTING BUILDING CD, RCD, PCD, LSD, LCD, LTD C EXISTING CONTOUR LINE DOOR NUMBER EXISTING BUILDING ,��,, TURNING VANES 102 TO BE DEMOLISHED WINDOW NUMBER A SOUND ATTENUATED DUCT GROUND SLOPE DESIGNATION W3 5*00 ROAD CENTERLINE STATIONING NEW BUILDING ® FIRE EXTINGUISHER MOTORIZED DAMPER F. EXT CULVERT 6 WALL TYPE ASPHALT CONCRETE PAVEMENT FLEXIBLE CONNECTION n CB OR n AD CATCH BASIN, AREA DRAIN PCC PAVEMENT AND SIDEWALK SUPPLY DUCT (SECTION) O MANHOLE • CRUSHED ROCK SURFACE INTAKE, RETURN, OR EXHAUST DUCT (SECTION) ® ELECTRICAL MANHOLE 035.0 FINISH GRADE OR TOP OF PAVEMENT O THERMOSTAT ELECTRICAL HANDHOLE MMP -t- PI (POINT OF INTERSECTION) MECHANICAL MOUNTING PANEL AREA -LIGHTING BASE 42.6 ELEVATION ORIGINAL GROUND (200) 200 SCFM _•••-■- DRAINAGE WAY OR DITCH X B ROAD�— PC OR PT O EXISTING UTILITY OR C� SIGN TELEPHONE POLE ------ PROPERTY LINE AV NEW UTILITY OR TELEPHONE POLE ------------- CENTER LINE, BUILDING, ROAD, ETC. covsno'co ROCKS -------------------- GRADE BREAK (GB) FENCE EXISTING TREES AND SHRUBS —X—X— • OR O GUARD POST --- ----------X-- -- EXISTING FENCE TO REMAIN STRUCTURE LOCATION POINT P OVERHEAD POWER LINE c WATER T OVERHEAD TELEPHONE LINE EXISTING UTILITIES NEW PIPELINE ---------- NEW STORM DRAIN (SD) CURVE DATA R = RADIUS L = LENGTH z�, = DELTA $ = SEMI TANGENT D PN � DSGN B. Els REUSE OF DOCUMENTS ' GENERAL SHEET A-4 A. BLAYLOCK THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND DOWG c�, DR PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. 4 OF 158 �o�F �Fci S �����` SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO p r' WASTEWATER TREATMENT PLANT CIVIL, HVAC, AND ARCHITECTURAL CHK S7 . FARRELL BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON DATE NOV 1991 S�ONAL �� ~ JEFFERSON COUNTY, WASHINGTON APVD WITHOUT THE WRITTEN AUTHORIZATION OF CH21vl HILL. THIS SHEET. ADJUST LEGENDS PROD D. PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD FIN G7 EL" IIil-yl .JC /LLJDCJ \/1'-VJ.VYYV GENERAL PIPING NOTES VALVE SYMBOLS 1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. GATE - v -- 3 -WAY PLUG VALVE 2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT K KNIFE GATE SEAT PORTS RUN OF PIPE. UNLESS OTHERWISE INDICATED, TYPE OF JOINT AND FITTING - MATERIAL SHALL BE THE SAME AS ADJACENT STRAIGHT RUN OF PIPE.—� + {-- BUTTERFLY. S 3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY GLOBE �� �� SOLENOID VALVE APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE --�-- BALL FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM V% �HYDRANT SPACING SHALL BE AS SPECIFIED. VEE -BALL ___ SEAT PORT SAMPLE 4. ALL JOINTS SHALL BE WATERTIGHT. STANDARD WALL PIPE DETAIL SHALL BE USED WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL. ECCENTRIC PLUG • MUD PLUG OR COCK OR 5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED--�i�-- REDUCED PRESSURE BACKFLOW WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST BALANCE FITTING �- --PREVENTER (WITH GATE VALVES) PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. ;�}--- NEEDLE A, AIR AIR AND/OR VACUUM RELEASE 6. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED -- DIAPHRAGM THROUGHOUT THE PLANS WHEREVER APPLICABLE, ALL OF THE VARIOUS PIPING �`- APPLICATIONS ARE NOT NECESSARILY USED IN THE PROJECT. PINCH �� (REGULATED SIDE) —� PRESSURE CONTROL VALVE 7. ALL BU ING SPECIFIED TO BE E TES SHALL BE IDED °' SWING CHECK WITH CON E UST B T ALL DIR N CHANGES LESS OTHERWISEBALL CHECK �"- PRESSURE REGULATING VALVE NOTED R UNLESS OINTS HRUST TIES USED. MINIMUM ARE OF TH BLOCK POURED I EARTH OR COMPACTfeD �3� HOSE VALVE OR '�_i PRESSURE RELIEF A E FILL AREAS S ) SHALL BE AS ECIFIED OR pel WASHDOWN HYDRANT, OR FLUSHING CONN., ri 8. NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY APPROXIMATE. t TYPE AS SPECIFIED ;\�_ NONFREEZE POST PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF HYDRANT MEC EQUIPMENT. —tom-- ELECTRIC VALVE ACTUATOR M43o VALVES AND MECHANICAL Q 9. WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD FLANGE SHALL BE USED TO JOIN THE COUPLING ADAPTER. MISCELLANEOUS PIPING SYMBOLS 10. THE SPECIFICATIONS HAVE PRECEDENCE OVER THE DRAWING REGARDING CONFLICTS BETWEEN JOINT AND VALVE TYPES SHOWN AND SPECIFIED: 11. GROOVED END PIPE SHALL BE RIGID JOINT TYPE UNLESS OTHERWISE NOTED. [_: PIPE CAP OR PLUG 12. EXISTING PIPING IS SHOWN LIGHT -LINED OR GRAY TONED. CATHODIC PROTECTION ANODE NEW PIPING AND EQUIPMENT IS SHOWN HEAVYLINED. STRAINER PIPE MATERIAL IDENTIFICATION--tLI}-- FLEXIBLE METAL HOSE ABBREVIATION PIPE MATERIAL SPECIFICATION NUMBER SIGHT GLASS CISP CAST IRON SOIL PIPE 15060 +,,��,-- FLEXIBLE (ELASTOMER) PIPE CONNECTION COP COPPER 15060-17 f-, GAUGE WITH COCK CPUC CHLORINATED POLYVINYL CHLORIDE 15060-15 - D BUILDING DRAINAGE PIPE 15400 THERMOMETER 1 I TYPE AS INDICATED RACK DI CEMENT -LINED DUCTILE IRON 15060-02 HOSE ( ) FRP FIBERGLASS. REINFORCED PLASTIC 15060-16 J ROTAMETER FWS FABRICATED WELDED STEEL 15060-06 GLDI GLASS -LINED DUCTILE IRON 15060-03 STANDARD DETAIL DESIGNATION GS GALVINIZED STEEL 15060-12 GSP GRAVITY SEWER PIPE 15060-40 STANDARD DETAIL NO. AS INDICATED PVC POLYVINYL CHLORIDE 15060-14 SEE DRAWINGS M-1 TO M-18 RCP REINFORCED CONCRETE PIPE 15060-20 �; 12 SST STAINLESS STEEL 15060-13 S5`f CD'(LTwaRK, STi9 �/yLESS STEL DG(GT /.�.�DO FAd 0.3) STI MILL TYPE STEEL (GENERAL) 15060(- 5 04 MISCELLANEOUS LEGEND: STLSP MILL TYPE STEEL (SPECIAL) 15060 PP POLYPROPYLENE 15060-25 IN nlnr A KIf1 I-I_TTIKI(, C`\/AAF)nI C DOUBLE LINE SINGLE LINE ------ -- --+� ----- EXISTING PIPE NEW PIPE WELDED JOINT GROOVED END JOINT FLANGED JOINT i MECHANICAL JOINT c-- BELL & SPIGOT JOINT (LEADED) HUB & SPIGOT JOINT (RUBBER GASKET) GROOVED END ADAPTER FLANGE „ FLANGED COUPLING ADAPTER r FLANGED COUPLING ADAPTER �-�WITH THRUST TIES FLEXIBLE COUPLING FLEXIBLE COUPLING WITH THRUST TIES STEEL BELLOWS EXP JOINT --'-{� ELASTOMER BELLOWS EXP JOINT ELBOW UP C ELBOW DOWN TEE UP `' i TEE DOWN LATERAL UP LATERAL DOWN — CONCENTRIC REDUCER ECCENTRIC REDUCER —+��-- UNION EXISTING PIPE TO BE �- ---- - -- ABANDONED K_ X_ —---__ EXISTING PIPE TO BE REMOVED * DENOTES DIMENSIONS OR ELEVATIONS TO BE COORDINATED WITH THE EQUIPMENT MANUFACTURER. REUSE OF DOCUMENTS BAR IS ONE INCH ON THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. CITY OF PORT TOWNSEND SEOR\AICEDIS THE PROPERTY OFS AN RC 2ENT M HILL AND ISSNOTN TO BE O �" WASTEWATER TREATMENT PLANT USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. DRAIN AND CLEANOUT � SYMBOLS HD O HUB DRAIN FD -X � FLOOR DRAIN (X = N0. IN SPECS) RD -X � ROOF DRAIN (X = NO. IN SPECS) COO CLEANOUT FCO O FLOOR CLEANOUT DCO O DECK CLEANOUT PIPING DESIGNATION EXAMPLE: 16 -RAS -DI 16 -RAS -DI -- PIPE MATERIAL IDENTIFICATION (SEE SPECIFICATIONS) - - - -- FLOW STREAM IDENTIFICATION LEGEND NOMINAL PIPE DIAMETER (INCHES) VALVE DESIGNATION EXAMPLE: I 8-V50 j -- �- - -----VALVE TYPE (SEE SPECIFICATIONS) --- - - VALVE DESIGNATION VALVE SIZE (INCHES) PIPE AND FITTING END PATTERNS B BELL PE PLAIN END S SPIGOT GE GROOVED END F FLANGE MJ MECHANICAL JOINT EXAMPLE: 141 MJ PE GATE SYMBOLS EL. VIEW PLAN VIEW L o-� SLUICE FLAP �. FABRICATED SLIDE GENERAL .MECHANICAL LEGENDS AND ABBREVIATIONS SHEET A-5 DWG 5 OF 158 N0. DATE NOV 1991 PROJO N0SEA22388.RD N. I 11-11-91 SEA22388\A-06.GWG �m C: i 11-11-01 QZV A))zRk /A - r) 7 F) WC INFLUENT PUMPS OXIDATION DITCHES SECONDARY CLARIFICATION CHLORINATION AEROBIC DIGESTERS TYPE SUBMERSIBLE, VS AERATION BASIN 2 SECONDARY CLARIFIERS 2 CHLORINE CONTACT CHAMBER 2 NUMBER OF DIGESTERS 2 NUMBER 3 VOLUME, EACH (MG) 0.57 DIAMETER, EACH (FT) 50 VOLUME, EACH (CU FT) 6,480 TOTAL VOLUME FT3 48,000 CAPACITY, EACH (GPM) 2,250 MLSS (MG/L) 2,800 SIDE WATER DEPTH (FT) 14 CONTACT TIME (MINUTES) HORSEPOWER, EACH (HP) 35 MLVSS (MG/L) 2,100 SURFACE OVERFLOW RATE (GPD/SQ FT) 0AVERAGE ANNUAL FLOW 110 DIGESTER BLOWERS 3 HYDRAULIC RETENTION TIME (HRS) 0 AVERAGE ANNUAL FLOW 323 9 PEAK FLOW 26 CAPACITY EACH (CFM) 720 HEADWORKS AVERAGE ANNUAL DESIGN 22 © MAXIMUM DAY 744 MAXIMUM CHLORINE DOSE (MG/L) 6 HORSEPOWER (HP), EACH 75 MAXIMUM MONTH DESIGN 15 0 PEAK FLOW 1,342 AT PEAK FLOW PARSHALL FLUME 1 MAXIMUM DAY DESIGN 9 SOLIDS LOAD © 0.7% UNDERFLOW BELT PRESS THROAT WIDTH (IN.) 12 SOLIDS RETENTION TIME (DAYS) (LB/DAY/SQ FT) HYPOCHLORITE FEED PUMPS 2 AVERAGE DAY 15 AVERAGE 7.8 (GAPL)5,200 POCHLORITE STORAGE TANK SIZE (METERS) 1112 BAR SCREEN 1 F/M MAXIMUM DAY 18 FEED RATE (GPM/METER) 50 WIDTH (FT) 1.5 AVERAGE 0.10 POLYMER USAGE (LB/DRY TON) 30 SCREENINGS PRESS 1 MAXIMUM MONTH 0.14 RETURN ACTIVATED SLUDGE PUMPS 3 NON POTABLE WATER GRIT REMOVAL 1 OXYGEN REQUIRED (LB/HR) CAPACITY, EACH (GPM) 700 NON POTABLE WATER PUMPS 2 DIAMETER (FT) 10 AVERAGE 100 HORSEPOWER, EACH 10 CAPACITY EACH (GPM) 240 PEAK CAPACITY (MGD) 7 MAXIMUM DAY 340 WASTE ACTIVATED SLUDGE PUMPS 2 HORSEPOWER (HP) 25 GRIT CLASSIFIER 1 CAPACITY (GPM) 300 SURFACE AERATORS, 2 SPEED 2 HORSEPOWER (HP) 5 SIZE, EACH (HP) 75 SKIMMINGS PUMP TYPE PLUNGER NUMBER 1 CAPACITY (GPM) 100 HORSEPOWER (HP) 3 NOTE: MLLW = MEAN LOWER LOW WATER HHW = HIGHER HIGH WATER MHHW = MEAN HIGHER HIGH WATER MSL MEAN SEA LEVEL GRIT REMOVAL BAR SCREEN PARSHALL SPLITTER OXIDATION CLARIFIER SECONDARY CHLORINE FLUME BOX DITCHES SPLITTER BOX CLARIFIERS CONTACT BASIN 40.0 40.0 ------ 35.0 27.18 WEIR 25.5 26.29/26.42 30.0 30.0 - - ----- - - ----------- - 25.67 23.67/22.61 WEIR 19.?5/19.09 ___l_7_._64/1_7.63 15..5_4/15_._4_8_-- -AT TIDE LEVELS GREATER THAN 20.65 MIN MLLW AND FLOW AT PEAK FLOW, 20.73 28.74/29.15 21.41 MAX EFFLUENT MANHOLES MAY OVERFLOW 25.0 .25.0 -----2-6 04/25.75 ------- - - 27.7 18.70 18. 25.66 21.71/21.64 20.39/20.20 WEIR 16.34/16.02 WEIR 12.18/14.50 - - �7 17.56 EL 15.00 20.71 - 18.77 WEIR EL 1 15.20 0 Ijl==Lf_27.6_6_/28\_1 ------- 20.0 2 15.63 15.54 12.44/15.1 EXISTING MANHOLE AT EL 18.5---- 26.51 MANHOLE E-1 BEACH L 15.15 5 15.0 15.0 L 14.5 4.53/8.0 '17/ WEIR W EL 1 7._� 10.56' 10.0 4 - 5 - 0 10.0 10.0 INFLUENT EXTREME o SEWER 5.5' HHW 7± (OBSERVED) 5.0 _77!n 5.0 3.5' 2. 0' MHHW 3.47 \7 0.0 __ MSL 0.0 0.0 INFLUENT PUMP STATION ----- - ---------- -5.0 MLLW -4.93 -- -10.0- - - ----- - -20.0 - ----- -25.0 -30.0 I =_ 96.0 96. 0 MAX DAY PEAK LEGEND: MINIMUM -- - CON D INF FLOW (MGD) RAS FLOW (MGD) UNITS OPERATING TIDE LEVEL(++) MAX DAY 3.24 1.0 1 3.47 PEAK 5.28 2.00 2 -4.93 MINIMUM 0.50 0.50 2 3.47 EFF DIFFUSER -28.82 _1O.O -15.0 -20.0 -25.0 -30.0 DATE: 11-13-91 FILENAME:SEA22388/B-100D.DLV I I d 1 5 1 s PROVIDE 6' HIGH SCREENED, CONSTRUCTION FENCE EXISTING SP I RAGEST ERS TO EXISTING TREES TO BE REMOVED ONLY AND SILT FENCEQ BE CONVERTED TO DIGESTERS AS NECESSARY FOR PIPELINE AND FENCE LOCATED NO.1 AND NO.2 CONSTRUCTION. OBTAIN APPROVAL FROM ALONG THE B-10 APPROXIMATE HIGH MAXIMUM ENGINEER PRIOR TO REMOVAL SHORELINE PRIOR TO ANY WORK ON THE SITE. EXTENT OF SEASONAL WATER PLUG ENDS AND THE ENGINEER WILL STAKE THE EXACT FENCE LEVEL (SHOREL INE) ABANDON AFTER USE TRANSPLANT FOUR EXISTING PINE PROPERTY LINE ALIGNMENT. SHOWN LOCATION IS APPROXIMATE. DURING CONSTRUCTION ION TREES TO ONSITE LOCATION AS CONTRACTOR SHALL PREVENT ANY DISTURBANCE OF NORTH LAGOON EXISTING FENCE DIRECTED BY OWNER THE SHORELINE OUTSIDE OF THIS FENCE TO REMAIN 1 ----.._.._ _.._ ._.._.._,._.._.._.._.._.._.._.._.._.._.._.._..�. _.._.._. _.._.._.._ EX /STING TREES ' AND VEGETATION 0 I TO REMAIN 1 FOR MODIFICATIONS INSIDE T O OUTFALL / TREATMENT STRUCTURE I SEE SH H-1 MH E-1 SPIRAGESTER 18 "PLE 12 "C I FOR MODIFICATIONS OF j 8 "GS EFFLUENT EXISTING SPI RAGEST ERS ; SEWER TREATMENT SEE SH H-3 AND H-4 STRUCTURE SPIRAGESTER PLj F UG ENDS OF EXIST 6' C/ � sr . 0 �S EXISTING 18" INFLUENT SEWER SLUDGE j 00 ELECTRICAL , p CONDUIT BANK REMOVE EXISTING SEE NOTE 2 BRICK WALL, TYP j REMOVE EXISTING 1 MH C-1 CB AND PIPE j REMOVE�86' 2 • EXST FENCE INFLUENT /EFFLUENT OS j STRUCTURE j EXISTING TRANSPLANT 15 EXISTING TREES TO ONSITE LOCATION AS DIRECTED 4 CONC SEWER BY OWNER 1 "PVC CHLORINE LINE —SEE NOTE 7 8 I 1 "PVC CHLORINE LINE 2" WATERMAIN cv i EXISTING PAVEMENT • EXISTING TREES TO BE SEE NOTE 3 j j REMOVED (TYPI /O. ELEC METER xx EXISTING HOSE BIBB = BOX, SEE TO BE REMOVED NOTE 2 EXISTING PARK ING GRAVEL 6 j EXST FENCE POWER POLE SEE NOTE 8 • T /� � Es PUBLIC WORKS OFFICE 11 (10 FOR CONTROL REMOVE EXISTING 8" SEWER oS CONTRALTO NSTALL 3 FOOT WIDE BUILDING v y I TO LIMITS SHOWN AFTER NEW BY 4 1 CK CRUSHED ROCK DEMOLITION, c\' c SEWER LINE IS INSTALLED. WALKWA UTSIDE OF CONSTRUCTION 10 SEE 8-6 FENC RIOR TO START OF CONSTRUCTION SEE NOTE 2 8 , 1 SH C-1 00 .. _ . . _ .. _ . . _ . . _ . . . _ .. _ . - - I - SEE NOTE 7 CAP WATERLINE N AS APPROVED 8 �S N \� \\ 6 ,. W 6 W ----------------------------------------------------------- 7EX/STTGREES \ RELOCATE KUHN STREET — — — --- — — ---- TO-P-EmA710,-7Y'R --- -- — ----- ------------------------- -------------------------- —----------------------------------- -------- -------------- 00 MAILBOXES SEE NOTE 6 1 `�' N N N NEDGE °p co _8"GS cv MH B-1 OF PAVEMENT CAP WATERLINE AS APPROVED NOTES: 1. THE EXISTING FACILITIES, YARD PIPING, AND UTILITIES SHOWN ON THIS DRAWING ARE SHOWN IN THEIR APPROXIMATE LOCATION AND, ARE PROVIDED FOR THE CONTRACTORS INFORMATION. ALL FACILITIES, YARD PIPING AND UTILITIES WITHIN THE PLANT SITE MAY NOT BE SHOWN. FIELD VERIFICATION OF ALL UTILITY, PIPING AND FACILITY LOCATIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. PROVIDE TEMPORARY POWER AND TEMPORARY RELOCATION OF METER BOX, MCC, CONTROLS, CONDUIT RUNS, AND CHLORINATION FACILITIES AS REQUIRED PRIOR TO DEMOLITION OF THE EXISTING CONTROL BUILDING. SEE SPECIFICATIONS. a - - DSGN J.IRISH zg, 371 DR A,BLAYLOCK �. CHK JRM ILLER APVD D.PETERSON NO. DATE 3. EXISTING PAVEMENT IS TO BE REMOVED AS REQUIRED DURING CONSTRUCTION. REMAINING PAVEMENT IS TO BE REMOVED PRIOR TO FINAL PAVING. (ACCESS TO PLANT SHALL BE MAINTAINED AT ALL TIMES). 4. ALL UTILITIES ARE TO REMAIN IN SERVICE AND OPERATIONAL UNTIL NEW UTILITIES ARE CONNECTED. EXISTING SEWER AND WATER LINES TO BE ABANDED OR REMOVED AS SHOWN ON THIS SHEET, MUST BE COORDINATED WITH NEW PIPING ON SHEET B-6. 5. ELECTRICAL TO BE COORDINATED WITH SHEET E-3. 6. PROTECT EXISTING TREES TO REMAIN WITH TEMPORARY PROTECTION FENCE AS INDICATED ON DRAWINGS, SEE SPECIFICATIONS. REMOVE VEGETATION WITHIN THE LIMITS OF PROTECTION FENCES ONLY AS DIRECTED BY THE ENGINEER. U I ---EXISTING z 7. TEMPORARY BENCHMARKS (FROM TAAS ASSOCIATES MANHOLE (TYP) c SURVEY JUNE 25,1987). (D 00 Q R.R SPIKES IN POWER POLE ELEV = 18.79 AR.R SPIKE IN 26" FIR ELEV = 16.60 8. PARKING LOT IS TO BE MAINTAINED FOR USE BY CITY EMPLOYEES. 9. FOR CONTRACTOR'S STAGING AREA, SEE THE SPECIFICATIONS. PLAN 1"= 20'-0„ REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 1" BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON SITEWORK/CIVIL SHEET e-1 EXISTING CONDITIONS, DEMOLITION NOG a of �5s DATE NOV 1991 PLAN AND PRECONSTRUCT I ON PLAN PROS NO. SEA22388.RD a, 3 JIM �j Z O 0 LL z *' w 0 J j o cr W Q J 0 a- LL DATE: 11-13-91 FILENAME:SEA22388/B-100D.DLV I I d 1 5 1 s PROVIDE 6' HIGH SCREENED, CONSTRUCTION FENCE EXISTING SP I RAGEST ERS TO EXISTING TREES TO BE REMOVED ONLY AND SILT FENCEQ BE CONVERTED TO DIGESTERS AS NECESSARY FOR PIPELINE AND FENCE LOCATED NO.1 AND NO.2 CONSTRUCTION. OBTAIN APPROVAL FROM ALONG THE B-10 APPROXIMATE HIGH MAXIMUM ENGINEER PRIOR TO REMOVAL SHORELINE PRIOR TO ANY WORK ON THE SITE. EXTENT OF SEASONAL WATER PLUG ENDS AND THE ENGINEER WILL STAKE THE EXACT FENCE LEVEL (SHOREL INE) ABANDON AFTER USE TRANSPLANT FOUR EXISTING PINE PROPERTY LINE ALIGNMENT. SHOWN LOCATION IS APPROXIMATE. DURING CONSTRUCTION ION TREES TO ONSITE LOCATION AS CONTRACTOR SHALL PREVENT ANY DISTURBANCE OF NORTH LAGOON EXISTING FENCE DIRECTED BY OWNER THE SHORELINE OUTSIDE OF THIS FENCE TO REMAIN 1 ----.._.._ _.._ ._.._.._,._.._.._.._.._.._.._.._.._.._.._.._..�. _.._.._. _.._.._.._ EX /STING TREES ' AND VEGETATION 0 I TO REMAIN 1 FOR MODIFICATIONS INSIDE T O OUTFALL / TREATMENT STRUCTURE I SEE SH H-1 MH E-1 SPIRAGESTER 18 "PLE 12 "C I FOR MODIFICATIONS OF j 8 "GS EFFLUENT EXISTING SPI RAGEST ERS ; SEWER TREATMENT SEE SH H-3 AND H-4 STRUCTURE SPIRAGESTER PLj F UG ENDS OF EXIST 6' C/ � sr . 0 �S EXISTING 18" INFLUENT SEWER SLUDGE j 00 ELECTRICAL , p CONDUIT BANK REMOVE EXISTING SEE NOTE 2 BRICK WALL, TYP j REMOVE EXISTING 1 MH C-1 CB AND PIPE j REMOVE�86' 2 • EXST FENCE INFLUENT /EFFLUENT OS j STRUCTURE j EXISTING TRANSPLANT 15 EXISTING TREES TO ONSITE LOCATION AS DIRECTED 4 CONC SEWER BY OWNER 1 "PVC CHLORINE LINE —SEE NOTE 7 8 I 1 "PVC CHLORINE LINE 2" WATERMAIN cv i EXISTING PAVEMENT • EXISTING TREES TO BE SEE NOTE 3 j j REMOVED (TYPI /O. ELEC METER xx EXISTING HOSE BIBB = BOX, SEE TO BE REMOVED NOTE 2 EXISTING PARK ING GRAVEL 6 j EXST FENCE POWER POLE SEE NOTE 8 • T /� � Es PUBLIC WORKS OFFICE 11 (10 FOR CONTROL REMOVE EXISTING 8" SEWER oS CONTRALTO NSTALL 3 FOOT WIDE BUILDING v y I TO LIMITS SHOWN AFTER NEW BY 4 1 CK CRUSHED ROCK DEMOLITION, c\' c SEWER LINE IS INSTALLED. WALKWA UTSIDE OF CONSTRUCTION 10 SEE 8-6 FENC RIOR TO START OF CONSTRUCTION SEE NOTE 2 8 , 1 SH C-1 00 .. _ . . _ .. _ . . _ . . _ . . . _ .. _ . - - I - SEE NOTE 7 CAP WATERLINE N AS APPROVED 8 �S N \� \\ 6 ,. W 6 W ----------------------------------------------------------- 7EX/STTGREES \ RELOCATE KUHN STREET — — — --- — — ---- TO-P-EmA710,-7Y'R --- -- — ----- ------------------------- -------------------------- —----------------------------------- -------- -------------- 00 MAILBOXES SEE NOTE 6 1 `�' N N N NEDGE °p co _8"GS cv MH B-1 OF PAVEMENT CAP WATERLINE AS APPROVED NOTES: 1. THE EXISTING FACILITIES, YARD PIPING, AND UTILITIES SHOWN ON THIS DRAWING ARE SHOWN IN THEIR APPROXIMATE LOCATION AND, ARE PROVIDED FOR THE CONTRACTORS INFORMATION. ALL FACILITIES, YARD PIPING AND UTILITIES WITHIN THE PLANT SITE MAY NOT BE SHOWN. FIELD VERIFICATION OF ALL UTILITY, PIPING AND FACILITY LOCATIONS IS THE RESPONSIBILITY OF THE CONTRACTOR. 2. PROVIDE TEMPORARY POWER AND TEMPORARY RELOCATION OF METER BOX, MCC, CONTROLS, CONDUIT RUNS, AND CHLORINATION FACILITIES AS REQUIRED PRIOR TO DEMOLITION OF THE EXISTING CONTROL BUILDING. SEE SPECIFICATIONS. a - - DSGN J.IRISH zg, 371 DR A,BLAYLOCK �. CHK JRM ILLER APVD D.PETERSON NO. DATE 3. EXISTING PAVEMENT IS TO BE REMOVED AS REQUIRED DURING CONSTRUCTION. REMAINING PAVEMENT IS TO BE REMOVED PRIOR TO FINAL PAVING. (ACCESS TO PLANT SHALL BE MAINTAINED AT ALL TIMES). 4. ALL UTILITIES ARE TO REMAIN IN SERVICE AND OPERATIONAL UNTIL NEW UTILITIES ARE CONNECTED. EXISTING SEWER AND WATER LINES TO BE ABANDED OR REMOVED AS SHOWN ON THIS SHEET, MUST BE COORDINATED WITH NEW PIPING ON SHEET B-6. 5. ELECTRICAL TO BE COORDINATED WITH SHEET E-3. 6. PROTECT EXISTING TREES TO REMAIN WITH TEMPORARY PROTECTION FENCE AS INDICATED ON DRAWINGS, SEE SPECIFICATIONS. REMOVE VEGETATION WITHIN THE LIMITS OF PROTECTION FENCES ONLY AS DIRECTED BY THE ENGINEER. U I ---EXISTING z 7. TEMPORARY BENCHMARKS (FROM TAAS ASSOCIATES MANHOLE (TYP) c SURVEY JUNE 25,1987). (D 00 Q R.R SPIKES IN POWER POLE ELEV = 18.79 AR.R SPIKE IN 26" FIR ELEV = 16.60 8. PARKING LOT IS TO BE MAINTAINED FOR USE BY CITY EMPLOYEES. 9. FOR CONTRACTOR'S STAGING AREA, SEE THE SPECIFICATIONS. PLAN 1"= 20'-0„ REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 1" BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON SITEWORK/CIVIL SHEET e-1 EXISTING CONDITIONS, DEMOLITION NOG a of �5s DATE NOV 1991 PLAN AND PRECONSTRUCT I ON PLAN PROS NO. SEA22388.RD a, 3 JIM �j i w t� 0 Q a0w 'WE 0 0 z 0 Q U_ LL z w 0 Q o J cc w � J 0 d LL nATF- 11/11/cl1 .. FII FN.4NAP-.qFAgq'iRR/IR-1nnC ni v - --- -- . Z 3 ■ 4 p b Z FENCE (TYP) PROPERTY LINE (TYP) APPROXIMATE MAXIMUM EXTENT OF N1547.38 SEE SEASONAL HIGH WATER LEVEL E1205.12 (SHORELINE). SEE NOTE ON SH B-3 E1195.84 2 B_g E1195. NORTH LAGOON _..-.._.._.. ,- N 00° 58' 05" E - 549.83' 10.0' / .._.._.._.._.._.._.._.._. _.. _.._.. .. .._.._.._.._.._.._.._ 15.0' • - -' j MAN ACCESS GATE / • SEE® f g_9 i I CHLORINE CONTACT . BASINS N 1210.281 RAS/WAS N 1124.25 Jr, DIGESTER NO. 2 RETAINING E1148.23 UMP STAT ION E1146.87 N 1327.73 N 1265.41 \ , PT WALL • O MH N1401.38 EXST E 1148.93 E 1147.87 t t OMH-- E 1130.64 TREATMENT ; i 3 EXST INFLUENT STRUCTURE EXISTING r o STRUCTURE WALK 0Dj j rn SLUDGE PC 2 R 5 0 DIGESTER NO. SECONDARY SECONDARY 8 IOF 1 LT ER CLARIFIER o OLoj CLARIFIER LOADING N1461.16 G1 N 1452.36 O 0PT ❑�10.2 CHANNEL - • RISER, O - -- j E 1115.66 E 1108.89 ❑CB Q N 1231.40 N• 1 _ (WETLAND CB I ago SEE C a E 1114.18 11224.58oo VEGETATION) MH "41 H- 3 B 51 AD S42 (TYP) p E 1114.11 CB C6 --- RETAINING \ o; ROCK WALL CB O CB �' WALL, SEE © j 01 SEE ® 0 o MH CONCRETE HEADWORKS G�3 E-5 6 t- ZI B-5 RZ � R CURB (TYP) B-5 •� ', ;'•`� i R3 ❑ CB R25 RETAINING WALL * 17'-1 /2" SEE© I o N1418.73 10' - - _ : o -E1101.46 ------ 3 d EXISTING - - - - 6' _ g '_ 0 M E-5 - 0) FENCE --,o, AsPftkT �. 67.5 AD B 5 „ CO I 11321.50 V8 0 OXIDATION DITCH NO. 1 ; Z 1� DRIVEa.e jE>2 R30 GUARD POST SEE NOTE 3 E1084.81 N 1275.51' i ROCK WALL (TYP) SEE C I '� i" Q� o CONCRETE E1084.04 I t g-5 RB 11262.64 PT i o< .0 B-5 � ,,�°16.00 CONTROL SIDEWALK •� o CB E1081.48 N 1 9.91 i y a.h BUILD 1 NG SEER20 CCB .65 O 11262.4 SIDEWALK OXIDATION DITCH NO. 2 E1041N107�.85 GRAVEL DRIVE ASPHALT E 1 47, 88r CB (�E O MH CONCRETE - �o E1040.43 I 0 ❑ C 23 M PARKING LOT GUTTER / N1444.25 o EE 0 FACILITY ENTRANCE SEE NOTE 2 PC g_5 Io 5.00 E 1027.51 0 I CJ :. O MH MARKER AND L 1 GHT , SEE AND O ROCK WALL N1508.36 U `r' B-9 B-9 SEE j E 1023.95 N 00° 58' OS"(4 E N 0 ` OS" E ROCK WALL DOUBLE GATE I 1 2.50' SEE N 000 58'05" E SEE GRAVEL EQ 3 B-5 WALK P g-5 o 54.00' 36.00'` N1251.26 0 DOUBLE GATE, o B_g I 11.00' 11.00 B-5 E 1020.03 ' �ASEE o PO INT OF BEGINNING • _ . _ 1A (3 MH o / DIAMETER REBAR WITH - --••- - -• -.. .._.._.._ -•• •-•• - .. B_g O N L.S. 20642 NYLON ID CAP N1549.75 �O -p _.. - ---- -•-- --••- •-.._.._.._.._.._..MH E1009.28 Q` �� ons _. _. _.. _.._..--•-----•- _ 4"X 8'-6" WHITE N •000• 58'• 05" E-549.83'• , 58 -0 . PAINT STRIPES SYSTEM N ,gyp ,per N 1508.73 E1003.59 NORTH ACCESS ROAD -------------------------- ----------------------- -------------------------------- ------ ---- -SOUTH ACCESS ROAD 60.0°�� N1509.10 RETAINING WALL, SEE( V (t KUH STRE ------------- ---------------------------- ------ ------------------------ E 978.73 C-22 �. e A l NOTES. ¢ r N1225.55 APPROXI MATE EDGE OF 3 FOOT WIDE BY 4 INCH 1. STRUCTURE LOCATIONS ARE SHOWN FOR THE O MH E973.80 EXISTING PAVEMENT THICK CRUSHED ROCK O MH CORNER OF THE FOUNDATION WALL OR CENTERPOINT WALKWAY OF RADIUS.' . W STATE COORDINATE 1959 3149 2. GRAVEL DRIVE SHALL BE 3"' DEPTH OF 3/4" CRUSHED ROCK, SPEC I F ED AS GRANULAR PIPE BASE IN SECTION ,1I--- ,EAP -PH R ER 7" DEPTH COMPACTED CRUSHED Ll SURFAC I BASE OURSE. t� 3. - x; HANDICAPPED ACCESS ROUTE. MARK WITH 'WHITE SYS : EM NO. 31 PAINT STRIPES. 4. FOR ONT RACTOR' STAGING AREA, SEE THE C, P C IFI CAT IONS. CURVE DATA 0=37° L=25.83 OT=12.55' C-2 CURVE DATA Q=75.92 L=66.25' $ =39.07' C-3 CURVE DATA 0=89.35 L=49.81' � =33.02' LEGEND - •' PCC PAVEMENT AND SIDEWALKS 4 .V, 7771 ASPHALT CONCRETE PAVEMENT, SEE VIAB-4 CRUSHED ROCK SURFACE, SEE O (SIM) B_5 00000 ROCK WALL, SEE B-5 PLAN 1 "= 20' STRUCTURE OCCUPANCY AREA STORIES NO. OF OCCUPANT (SOFT) LOAD CONTROL BUILDING B-2 4367 2 22 HEADWORKS/ 2+ CARBON TOWER/ B4/M2/H2 4685 BASEMENT 2 HYPOCHLORITE TANK CHLORINE CONTACT BASINS M-2 1620 BASEMENT - SECONDARY CLARIFIER/ M2 /B4 3725 1 -- PUMP ROOM OXIDATION DITCH M2 13920 1 -- REUSE OF DOCUMENTS ' 'IgIImmmmmum THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 V BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION I BY JAFUD ®CH2M HILL SCALES ACCORDINGLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON E567.7639 TREATMENT PLANT COORDINATE N1000.00 E1000.00 SITEWORK/CIVIL SITE PLAN SHEET B-2 NOG 9 OF 158 DATE NOV 1991 PROO N. SEA22388.RD NO. 3 D I I Q" J 0 ¢ � ¢ .IRISH w 0 w THIS DOCUMENT. AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON 0 i I i 1 SHEET B-3 LL DATE: 11/4/91 y F 1 LENAME :SEA22388/B-100G .DLV 2 PROPERTY LINE 1 j 6 EXISTING TREES TO REMAIN I a CB i RE 15 27 3 TERM 4" CPP AT SHORELINE .AND 3'-0"SQ X 6" THICK QUARRY SPAWLS ON GEOT EXT I LE (T YP) \ .._.._.._...r.._...1r..._.._.. • �v IENN) 11.50 DIGESTER NO.2 TREATMENT IE(OUT) 11.00 (EXISTING) STRUCTURE 12 O RE 17.00 D 74 PC/ANGLE PT I E(I N) 14.00 E 14.80 17.00 IE(OUT) 14.25 SEE NOTE E I 12 "SD @7.896 16 "SD@3% 18 ®18.0 R50 15.6 DIGESTER NO.1 (EXISTING) 20 ��`' RE 14.40 11.0 ® \ L �� II �� 11.42 _ _ m _ �+ Q IE(OUT)10.63 q„ PERF CPP ___g .48CD; MIN �.\ I s�, " ,.� 5.00 Gg ° UNDERDRA/N (TY i 1.67®' 10.096 - r12 "SD@3.596 CONN 8- 6 i EL -1.0 22 j .,� 5�- `���`L12"SD@196 15.15 15 42 ,-- -@ - ---r - ------ 16 2 MH 1 ;15.50 15.46 ���' 9.00. - - - - _ _ 10 APPROX 24 17 8 I , _ , ` j HEADWORKS �Q?' "� �.®11.50 5.00 /// 5.00 - - - - - - i - _ _1� _ _ _ 17.50 2016.25 �.,;5 15.38 CB 2 117.7 1E 14.0 0 s�rL R6 G - RE 15.00 CgNN !� - ""` CB CB MH 15.46 IE(IN) 9.50 / 1 SSD@6.0% R TREATMENT PLANT 26 I 118.1 17.83 17.04 1 16, 4 RE 15.00 16.33 5.63 IE(OUT) 9.00 / E 7.20 RE 4.40 12 1 0 / E(1 N) 4.00 I E(I N) 5D OUTFALL J IE12.50 I ® 1 14. 0 ' N 190 �' I - - - - - - - --1E--(IN) 10.25 I --T-- IE(OUT) 4.00 f IE(OUT) i 0" 17.83 8.00 IE(OUT) 10.15, i 15.46 '/ 1 ® 1 IE I CB TYPE 11 i / OXIDATION DITCH NO. 1 ' 28 SIE 13.75 i14. 8 RE 14.00 WETLAND/ 1 STORM i 3 IE 14.40 - - - - TW 17.88 1 1E(1N) 7.32 SEDIMENTATION 4 20.1 R I O•,, ®14.88 14.88 �; / OUTFAL j 1 17.33 / E 13.25 16.92 �. (CONTINUOUS) / 19.b0 �I R� 17.00 117.33 i // 1 I IE(OUT) 7.32 J� rc BASIN SEE 2 ��, 8 SD @ 196 SEE NOTE 6 - - 17_33 - dr -12 "SD '�� 16100' I / 1 .00 i 00 I@ 1 / CB TYPE I I 15.75 5 W IDE r' CONTROLlE 14.65 - - - - - - - -Q-! RE 15.30; j 00 SIDWALK OXIDATION DITCH NO. 2 i 11 1 17.50 BUILDING 7.33 IEIN) 8.05 CO 160 17 - IE 15.10 ROOF DRAIN 1750 1 OMH 15.75 /E(OUT) .87 `* 1 6 - (TYP) 5.75 D I PARKING LOT TW22.00 17.40. © I ® ® MH 0 16.64 I I j /25.75 T 5 .0 i 1 B_5 i 1 O WITH IE 14.90 I 1 17.33 16.43 16.65 16.97 4" PERF CPP RETAINING WALL IE 15.50 IE 15.50 17.50 ® CB TYPE 11 �� UNDERDRAIN(TYP) U 7.4 I 17_50______ 17.4 --- __ I I TW19.00 TW18.00 RE 15.30 ®17.38 �� X26.95 - - - - -o _ _ _ i 20 1 01N) 8.55 - - - , r - _ M TW 0 W20.00 /E(OUT) 8.45 `jd,� $ ------ ----- J ---------- - � 8 I _ MH 2 MH •. ANGLE POINT A •27.55 .. .CB.._.._.._.._. .._.._.._.._.._ ...... _.._.._.._.._.._.._ _.•-.._..-.. _.._ ._ - - •-•• 16 14 12 I RE 17.35 �z� B- - •--••-.._..-•- •--• rg 1 E(OUT) 15.00o - o N 4" PERP CPP �20 18 N TRENCH DRAIN B-5 Q�C) I MATCH EXST GRADE I 10.9 'ahe� 5 I s • o-k'Ohs'e�G, 0-7 r APPROXIMATE MAXIMUM EXTENT OF SEASONAL HIGH WATER LEVEL (SHORELINE) AND LIMIT OF CONTRACTOR E� WORK AREA. CONTRACTOR SHALL �© PERFORM NO WORK IN THIS AREA EXCEPT B-4 B_q FOR FENCES WHERE SHOWN ON SH 8-1 NORTH LAGOON B-101-00 �� - _ r _•_.. .._.._.._.._.._.._.._.. _.._.._.._.._.._.._.._.._. .. _.._....... ...... _.._.._.._. 20.0' lit 2 0.4 (APPROX) -- __ 4 B IOF 1 LT ER CHANNEL � CHLORINE CONTACT (WETLAND i BASINS 1 6.90 SECONDARY 0 SECONDARY VEGETATION) 6' CLARIFIER RAS/WAS I NO.1 PUMP STATION CLIA�I� IER t j 7.00 ' ---- ----- t -- _moo 11.00 l �� 7o q,,, 8 1 B-10 EL 2 2 11.08 11.00 9.00 7.00 \� 1� APPROX 5.00 5.00 �0 EL t1.0 rnnn s� APPROX ------------------ - - - - -- -L - a ------------------------------- - - - - -- 60.0\ KUHN STREET - - - ------------------------------------------------------------- O -� - ------------ O 00 co cD R -- 0-) N N cv N N O MH 225.00' MATCH EXISTING GRADE MH NOTES: 1. TEMPORARY BENCHMARKS (FROM TAAS ASSOCIATES SURVEY JUNE 25 ,1987). Ql R.R SPIKES IN POWER POLE ELEV = 18.79' 0 R.R SPIKE IN 26 FIR ELEV = 16.60 2. VERTICAL DATUM IS N.A.G.V.D. 3. SPOT ELEVATIONS AND CONTOURS SHOWN ARE FINISHED GRADE TOP OF PAVEMENT, TOP OF GROUND SURFACE, UNLESS NOTED OTHERWISE. ELEVATIONS SHOWN AT ROADWAY OR PARKING AREA EDGE ARE EDGE OF PAVEMENT ELEVATIONS. 4. MAXIMUM GRADE FOR GROUND SURFACE SHALL BE HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE NOTED. PN � A 5. ALL CURBS .5 FEET ABOVE TOP OF PAVEMENT. 6. CONNECT AREA DRAIN TO TREATMENT PLANT SEWER, SEE YARD PIPING PLAN, SHEET B-5. 7. AREA WITH T REE PROTECTION FENCING SHALL NOT BE GRADED OR RECEIVE TOPSOIL. SEE B-1 FOR LOCATION OF FENCING. PLAN 1 "=20' LEGEND AD AREA DRAIN - 12" DIAMETER - SEE SPECIFICATIONS CB CATCH BASIN - TYPE I - SEE SPECIFICATIONS GB GRADE BREAK 1E INVERT ELEVATION MH MANHOLE RE RIM ELEVATION SD STORM DRAIN TW TOP OF WALL VC VERTICAL CURVE A, ROOF DRAIN, SEE DETAIL - - - - - PVC STORM DRAIN - SEE SPECIFICATIONS - - - - - 4" PERF CPP TRENCH DRAIN- SEE SPECIFICATIONS RESTORE EXST GRAVEL PARKING LOT EQUAL TO EXST. SEE NOTE 2, SHEET B-2 FOR MATERIAL AND DEPTH, DSGN REUSE OF DOCUMENTS ¢ .IRISH THIS DOCUMENT. AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON S I TE WO R K / /CIVIL SHEET B-3 25366 h ,«ifq.r{." DR PORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF PORT TOWNSEND DWG p B .MCCORKLE 10 OF 158 StE� �\� SERVICE. IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 V WASTEWATER TREATMENT PLANT, NO. DATE NOV 1991 NAL '� ~ CH K R .FARRELL BE USED, IN WHOLE OR IN PART. FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON GRADING PLAN _;' APVD THIS SHEET, ADJUST NO. DATE REVISION BY APVD � �; r° F1 .. °.� « D.PETERSON OCH2M HILL SCALES ACCORDINGLY. Np SLA22388.RD �,.,. A E 9 0 C i 11-05-91 SEA 22388\Q-03.DNG - � L KUHN STREET --- - \ FINISH GRADE AS ----� PROPERTY LINE \ SHOWN ON GRADING PLAN (TYP) -- 5' MIN - GRANULAR FILL STRUCTURAL FALL--_ TYP --STRUCTURAL FILL OXIDATION DITCH NO.2 OXIDATION DITCH N0.1 5' MIN 5' MIN GRANULAR FILL-- RETAINING WALL, TYP i TYP PROPERTY LINE I I 20 I SEE SHEET E 1 I SECONDARY CLARIFIER NO.1 wATER 20 FOR LOCATION— I ELEVATION STRUCTURAL FILL VARIES., \ ', _Ile5'-0" FINISH GRADE - 10 AS SHOWN ON _ _____ ____ -- EXISTING GROUND MIN J� _-_ TYP GRADING PLAN 1 D Z z - EXISTING GROUND, / ) SURFACE -- -- -- - - -. -._ _ z - > SURFACE -GRANULAR FILL I O - ---- -- --------- - ---- --- Z/ -- 2' MIN W 0 j STRUCTURAL FILL / - -- --- - - ------ - - -- --J 0 - W SEE GENERAL / 1 2' MIN I /—J _.. _ ice_ THICKNESS VARIES ,. 2 MIN (TYP) i \ 2' MIN NOTE 4 (TYP) --'� �-- 4" PERF CPP (TYP) DEPENDING ON _ _ EXISTING GROUND 4 PERF CPP (TYP) 2' MIN --- --� TYP 2 SURFACE, 2 MIN - - + - - ►� SEE DETAIL O SEE DETAIL (SIM) (TYP) -10 - STRUCTURAL FILL _101 SEE 10-- SEE GENERAL 2' MIN NOTE 4 --- (TYP) SECTION t � � SEE GENERAL\\ �� PROPERTY LINE - CHLORINE CONTACT BASIN NOTE 4 --' \ / 5 MIN 20 - '- � 20 \\ I TYP -- -- GRANULAR FILL- -�\ _ STRUCTURAL FILL STRUCTURAL FILL- 5'-0" ��. 5' " TYP)- -� ---{ - - 0MIN (�- MIN ! �_-- ,.- - STRUCTURAL �. - z _ = FILL i Z 10 10 �- NO TE: FINISH GRADE -I Q PLACE FILL AS SHOWN. STRUCTURAL FILL\ t -- - - _- i� AS SHOWN ON SHALL BE 6 INCHES MINIMUM COMPACTED -- �- W \ ! �� GRADING PLAN (TYP) uj THICKNESS BENEATH FOOTINGS AND SLABS OF THE FOLLOWING STRUCTURES: -- ---- - 2' MIN�� . - �- 6" MIN 0 _ �� - 0 1. CONTROL BUILDING -- --- TYP 2 MIN ' - 2. HEAD WORKS i� 2MIN -�- - GRANULAR FILL - - —�/ / \ EXISTING GROUND SURFACE S FOR FILL REQUIREMENTS BENEATH THE SEE GENERAL OXIDATION DITCHES, CHLORINE CONTACT BASIN, BACKFILL REQUIREMENTS: CONTROL BUILDING, HEADWORKS NOTE 4 (TYP)-- - / \ GRANULAR FILL SECONDARY CLARIFIERS AND RAS/WAS PUMP STATION, SEE SECTIONS AND 4" PERF CPP TYP) j �` /` �' P,Pe erc���+�5 2 - 4 PERF CPP (TYP) See GG2c 1�e� SEE DETAIL SECTION B SEE DETAIL 1"=I 0' B-3 DETAIL N TS DRAINAGE DITCH WIDTH VARIES GENERAL NOTES: ------GRANULAR FILL � � ; VARIES � r1. THE MINIMUM GRADES SHOWN ON THE CROSS SECTIONS FOR REQUIRED EXCAVATIONS SEE SEE SITE PLAN SITE PLAN ARE APPROXIMATE. SEE STRUCTURAL DRAWINGS FOR DIMENSIONS OF STRUCTURES 5' MIN I AND REQUIRED FOOTINGS AND SLAB ELEVATIONS. ALLOW FOR REQUIRED OVEREXCAVATION / --- -- -- - - - AND REPLACEMENT WITH SPECIFIED MATERIALS AS SHOWN. REFER TO SECTION SEE GENERAL TYP STRUCTURAL FILL EARTHWORK FOR BACKFILL REQUIREMENTS. NOTE 4-- / 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXCAVATION IN A DEWATERED = GEO TEX TI LE / I 3: 1 OR CONDI TION A T ALL TIMES. DEWA TER TO A DEP TH SUFFI CI EN TL Y BEL O W THE EXCA VA TION 2: 1 OR3: 1 OR 2q (TYP) FLATTER SURFACE SO THAT GROUNDWATER DOES NOT RESULT IN, OR CONTRIBUTE TO, SOFT SUBGRADE FLATTER /--- CONDITIONS. ANY MATERIAL SOFTENED OR OTHERWISE MADE UNSUITABLE ASA RESULT FLATTER / OF INADEQUATE DEWATERING PROCEDURES SHALL BE EXCAVATED AND REPLACED WITH COMPACTED MA TERIAL AS SPECIFIED FOR THE 0VERL YING MA TERIAL A T THE CON TRACTOR'S SOLE EXPENSE. 3. FOUNDATION PREPARATION IN AREAS WHERE COARSE-GRAINED MATERIALS HAVE BEEN GEOTEXTILE (TYP) AS SPECIFIED SUBGRADE EXCAVATED SHALL CONSIST OF PROOF -ROLLING THE EXCAVATED SURFACE WITH A NOTES: LOADED DUMP TRUCK OR SIMILAR HEAVY WHEELED VEHICLE, AS SPECIFIED. IN AREAS WHERE 1. SURFACING THICKNESSES FINE-GRAINED MA TERIALS HA VE BEEN EXCA VA TED, THE EXCA VA TED SURFACE SHALL SHOWN ARE COMPACTED ' 3" (PLACED /N 2 LIFTS) ASPHALT NOT BE PROOF- ROLLED DUE TO THE MOISTURE SENSITIV/TY OF FINE-GRAINED MATER/AL. REFER 4" PERF CPP_ 1.5 ' �! DEP THS. CONCRETE PAVEMEN T CLASS B TO SECTION EARTHWORK FOR FOUNDATION PREPARATION REQUIREMENTS. UNDERDRAIN --- - j 2. FOR PAVEMENT ELEVATIONS 4. THE STABILITY OF ALL TEMPORARY SHORING, SHEETING, BRACING, AND SLOPING SHALL BE THE 6' MIN SEE GRADING PLAN B-3. ��-- 7" CRUSHED SURFACING SOLE RESPONSIBILITY OF THE CONTRACTOR. EXPOSED SLOPES OF TEMPORARY EXCAVATIONS BASE COURSE (1 1/4" MINUS) SHALL BE PROTECTED FROM WATER RUNOFF AS SPECIFIED. UNDERDRAIN DETAIL 5. ALLOW FOR TOPSOIL AND SURFACING MATERIALS OVER FILL AREAS AS REQUIRED. PAVEMENT SECTION FOR ACCESS ROAD DETAIL AND PARKING AREA N TS DETAIL S T o W`�B-2 �t I �° �) DSGN �. SHEET B-4 J. STOU PA REUSE OF DOCUMENTS S I TE WO R K /C I VI L BAR IS ONE INCH ON CITY OF PORT TOWNSEND DWG '929 DR A.BLAYLOCK THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING 11 OF 158 �Fc -, R� �� AS AN INSTRUMENT OF PROFESSIONAL N0. PORATED HEREIN, » f — IS E SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE c WASTEWATER TREATMENT PLANT SECTIONS AND DETAILS DATE NOV 1991 ♦ CHK R.FARRELL USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON AP VD WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST PROJ D.PETERSON NO. DATE REVISION BY APVD t`)CH2MHLL I SCALES ACCORDINGLY. NO. SEA22388.RD 11-'2-91 SEA 223M\E3-04.DWG __-_ -_- -� SD CONCRETE CURB TOE OF WEEP HOLE SLOPE FILL VARIABLE BACKFILL DEPTH OF i I I I CO VER SPACE 1 D D. C. _ ABOVE THE _ j - 6 0 �� PIPE ZONE - - ------ - �71 SD2 _ 4=�II IIi- =1i� N TOE OF I I I I -_ PAVEMENT +I - --------------- -- __ FILL Is - - 2„ ` ko- �114 I 12" MIN OR --- - I �o , , - PIPE ZONE 12" PREMOLDED — AS SPECIFIED --` _ BACKFILL JOINT FILLERmoo - - - -- — - --- ----- -- ------ �o' ----- o �o - - - -- -J - -- — PIPE OUTSIDE 4 - - -- - _ _ III III — DIAMETER -- -- __ I --- I�-_ - = SEE SHEET B-1 FOR - - -- / � 12" THICK-- CURBS L OCA GRANULAR � � --STABILIZATION TIONS Off- + --- - QUARRY - % MA TERIAL PIPE BASE - WHERE REQ'D COMPACTED SPALLS _------_-_--- -- TYPICAL CEMENT CONCRETE FILRUCrURAL GEO TEXTILE — PLAN SECTIONMIN wiD TH CURB AND EXPANSION �--- -- -- AS-SPEC"D---- - JOIN T DETAIL I(n GRAVEL OUTFALL 2 TYPICAL TRENCH DETAIL 3 N TS B-1 N Ts B-3 NTS B-6 5'-0" (TYP) SLOPE VARIES , o 0 1 0 'TDP ROCK -- TOP OF ° MIN i `� ROCK WALL r o WALL SEE 0 DETAIL 3" GALV STL DOWNSPOT - - - - -- ® 4 ROOF DRAIN - �• . -- STRAP HANGER \'-- - -ROCK FACING (VARIES - C-22 COMPACTED ;' FIELD VERIFY) HEIGHT (h) SAND \ \\ 3„ DEPTH (MIN) „ o GRANULAR PIPE y-- 4 DOWNSPOUT 1300T BASE � DESIGN ROWY WIDTH BASE -- ►; ----{- FINISH GRADE 27. ROCK (� ASPHALT CONCRETE - -► I _ -- DEPTH OF BASE (d) �•- - - - - - •-I - - co GUTTER \ r Geo b 1 - 0 ASPHALT CONIC I1 '- D ' _ �MIN ,� PA VEMEN T ••-�------ - - \ � 4 � � 6" CRUSHED I _-il/,/ l�l _ ��//'` , � \ � 2� MIN SURFACING - 1 BASE COURSE _ SEE DETAIL N 4 PVC DRAIN PIPE Illl 0 p - - 16 SECTION ° -:III! 6-SD-PVC PIPING 450 ����� - 4" PERF CPP _ - — -- -- 6-SD-PVC TO CATCH BASIN DRAIN PIPE, WRAP j WITH FI L TER MINIMUM ROCK SIZE FABRIC (h) (d) (BASE) (TOP) � �( 2 FEET 3 INCHES 2-MAN 1-MAN -- `- BASE COURSE 4 FEET 6 INCHES 3-MAN 2-MANo�c g�k- CONTROL COMPACTED 6 FEET 9 INCHES 4-MAN -M BUILDING / SUBGRADE N 0 TE: SEE PA YEMEN T SEC 770N 2 AN WALL DETAIL 8 FEET 12 INCHES 5-MAN 2-MAN B-1 GRA VEL WALK AND ASPHALT CONCRETE ROCK WALL r4 TRENCH DRAIN 5 ROOF DRAIN DETAIL 6 GUTTER SECTION 7 NTS 8-2 NTS B-1, B-2 NTS B-2 NTS B-1 WASy DSGN J.iRisH REUSE OF DOCUMENTS R (` \/ S HEET 9-5 o BAR IS ONE INCH ON S I TE WO � ` K /C I v I L 21366 �� DR J.BROWN THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING CITY OF PORT TOWNSEND GISZEPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 12 OF_ 158 ��CHK SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 0 1" WASTEWATER TREATMENT PLANT B.EIS USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON c 1/�, pI/ TENOV gg�APVD WITHOUT THE WRITTEN AUTHORIZATION OF Ci HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON SITE VVORK DETAILS OS D.PETERSON N0. DATE REVISION BY APVD ©CH2MHL1. SCALES ACCORDINGLY. SEA22388.RD DATE: 11/11/91 FILENAME:SEA22388/B-100A.DLV v 4 5 Z MIN 3.0' CLEARANCE BETWEEN PROPERTY LINE (TYP) PIPE AND DIGESTER WALL SWING PIPE JOINTS FOR PIPE ALIGNMENT SHOWN _.._.._.._.._..._.._.._.._.._.._.._.._.._.. _.._..---.._..-----._.._.._.._.._.._.._..-•--••--•-•--.._._........ ...... ...... _.._.._.._........ _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._........ _.._.._.._.._.._.._.._..------ _..I 1 0 450 BEND 90 BENDS 1 1 /2-NPW-PVC 6-WAS/SSM-DI IE 1.0 IE 1.O AND 5.50 I 24-PLE-D MH E-1 (t'�:�_' I CHLORINE CONTACT`_ _ SECONDAR C� SECONDAR E7145.71 4-NPW-DI BASINS 2Q I CLARIFIER RAS WAS CLARIFIER TO EXISTING � SEE NOTE 8 NO.1 PUMP STATION NO.2 OUTFALL j AND SHEET B-7 3/4 -W2 -COP j DIGESTER NO. 2 6 -SSM -DI i 1/2-CS1-P 2 -W2 -PVC 18"-PLE-RCP - IE 5.30 2 -W2 -PVC 1 1/2-NPW-P M846 10 -RAS -DI ji '8'; TREATMENT 1 1/2-CS3-P C ASF 6 -OF- I 1 i � r � - .y� �� a- � STRUCTURE SE -DI - - 3 PW -P C �� T 3/4 -WI -COP 20 . SEE NOTE 8 _ DIGESTER N0.1 I 1 1/2-CS2-PV, 846 8% EXST INFLUENT /EFFLUENT ''s 8 -ALP -DI 1 4-NPW�3 \ STRUCTURE, SEE SH H-2 00 4-NPW-DI CSl CS4 -- 18-BYP-PVC UNIFORM SLOPE CB O CB [1 2-NPW-PVC 11 2 - --�- 2 -W2 -PVC O o CS3 20 -SE -DI C 1 BETWEEN MH C-1 AND CONNECTION �. 1 "FO IN 4"FO CB ❑ 3-NPW-PVC j TO EXST PIPE. PROVIDE BENDS AND_ 1 1/2 -CS PVC CONNECTION AS REQUIRED 6 -DS -DI p HEADWORKS , 0 CB 8 -ALP -DI 24 -ML- I ((Aj} CB AD 6-O � �y ; r 1-W 1 -COP ----_ __� j IM MH C-1 - 3-NPW-PVC M 4s 20- L-DIOAD N1426.5 OXIDATION DITCH NO. 1 E1104.7 ' ❑ CB 6 -SSM -DI 1 6 -D -PVC j SEE NOTE 8 4 -PD -PP NEW 6 -D -PVC rTT 1 _NPW`"P" , SLUDGE AD 8 -ALP -D 6 Sf' ; CBC� �3. 0 i 18 -GS - LOADING COSEEN E5 I #I 20 -ML -D 2 j RISER 8-D- I { , k3) SEE 4-NPW-DICp CO` 2 -W2 -PVC 6 -DS -DI ' 4 -GS -PVC AT DISCHARGE a M846 TO INFLUENT; ' : OXIDATION DITCH NO,.K M430 3 -GS -PVC 24 -GS -DI M846 <A i CBO O 4 -GS -PVC WET WELL (TYP) MH A-1 CB CB 3-NPW-PVC- 1© N1314.34 • ❑ SEE A i CONTROL B-8 E 1047.9 k y a BUILDING 3-NPW-PVC , 4_W 1_ D PPO LL MH A-2 1 N 1282.44 E 1031.7 6 M846 ......... .._.._.._.._.._. ................................_.._.._.._.._.._.._.._.._.._.. .._.._ ._ .._.._.._. .._.._.._.._.._.._.._.._.._.._.._.._.._.._ . 18 -GS- ............_ -� 2"-W 1 -COP -(��� M848 SEE Q M848 6 -W -DI 00 „ 6'W 6 W NOTES: -------------------------------------- ---------------- --- ----------------------------------------- ------------------------------------------------------ ------ - - ---- ---._-------------------------------------- -------- 1. SLOPE ALL NEW GRAVITY SEWERS AT A UNIFORM ) EXISTING MANHOL MH A-3�� WATER METER TO BE SLOPE BETWEEN INVERT ELEVATIONS CALLED OUT INSTALLED BY CITY KUHN ROAD SIM ( s l„} MH A-4 �8�� EXISTING MANHOLE ON MANHOLES. SEE SH B-7. N 1281.4 ± N1245.4: I ' ' N 1152.4 OS N1045.1± SIM - a _ E954.3 t E1004. �'` E 1004.9 E956.1- 2. SEE SH B-7 FOR MH CONSTRUCTION DETAILS. 8 G5 SEE NOTE 8 SEE NOTE 8 3. FOR STORM SEWER PIPING, SEE SH B-3. 4. FOR EXISTING LINES TO BE ABANDONED, SEE SH B-1. 00 S. THE 18 -GS -PVC WILL BE USED AS THE TEMPORARY 1. Relocate the part of the 20 -ML -DI pipeline going from the Headworks to 2 -W2 -PVC 1 1 /2 -CS2-PVC 10 -RAS -DI PLANT BY-PASS DURING CONSTRUCTION. LINE WILL Oxidation Ditch No. 2 that runs east and west 5 feet northerly from the BE USED FOR NORMAL GRAVITY FLOW AFTER 4 -WI -DI shown location. 3-NPW -PV C CONSTRUCTION. �i��ld� ��J� 20-SE-DI 2. Relocate the 20 -ML -DI pipeline goingfrom the Headw 4-V 122 M64 PLAN Ditch No. 1 as described hereinaer. B orks to Oxidation 3-NPW-PVC 6. SLOPE ALL PIPE AT A UNIFORM SLOPE BETWEEN �Beginning at the outside edge of the 4-NPW -D! INVERT CALLOUTS ON EACH FACILITY. CPLG (TYP) g g 1 "=20' stairs at the Headworks, go south 2 feet, turn with a 45 -degree bend and 1 1 112 -CS3-PVC 7. FOR TYPICAL TRENCH, SEE 3 M8461 1/2 -CS4-PVC 8. FIELD DETERMINE ALL INVERTT ELEVATIONS FOR go southwest 29 feet, turn with a 45 -degree bend and go west `r �I approximately 14 feet, turn with a 90 -degree bend and go approximately 3"-NPW-PVC EXST 6 W 14 feet, and terminate at Oxidation Ditch No. 1. - � + EXISTING MANHOLES. PRESENT THESE TO THE 6X4 MJXF TEE ENGINEER AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO CONSTRUCTING NEW MANHOLES. DETAIL NTS O DSGN A.BLAYLOCK DR A.BLAYLOCK f' CHK JRMILLER 1AF'VD D.PETERSON I NO. I DATE REVISION REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO p 1" BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET. ADJUST BY 1APVD OCH2M HILL SCALES ACCORDINGLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON DETAIL NTS SITEWORK/CIVIL YARD PIPING PLAN SHEET B-6 NO. 13 OF 158 DATE NOV 1991 NO J SEA22388.RD A A C E nATP• 11-1-'-L)1 FII PNIAKAP•SPA99`�RR/R-7 ni MANHOLE SCHEDULE 18 -GS -PVC INVT EL 5.14 --z , PROVIDE TEMPORARY PLUG SEE NOTE 5 DURING CONSTRUCTION. (TYPICAL) (TYPICAL FOR ALL MANHOLES) REMOVE WHEN NEW INFLUENT PUMP STATION I NEW MANHOLE IS OPERABLE j 24 -RS -DI I A INVT EL 2.73 18 -GS -PVC I -- --- - --- -- � INVT EL 5.25 , NEW MANHOLE -I - -, SEE NOTE 5 18 -GS -PVC - -I- -' (TYPICAL) j INVT EL 5.14 18 -GS -PVC INVT EL 5.30 18 -GS -PVC SEE NOTE 5 INVT EL 3.13 � � EXST 8" GS -PVC 1 \ � � - BOT INVT EL 5.81 (TYPICAL) SEE NOTE 5 ----- I-- ----------- --- - -- SH B-5 - - - - I - - - 18 -GS -PVC TOP INVT EL 8.98 - - - �-- INVT EL 3.13 FIELD VERIFY TOP EL--� I I I I NOTES: I I DROP ASSEMBLY I j \ i FIELD VERIFY j 1. FOR MANHOLE LOCATIONS, SEE DWG B-6. NEW MANHOLE REQUIRED DROP DEPTH, SEEQ 2. FOR MANHOLE CONSTRUCTION DETAILS, SEE SH B-8. B-8 3. SEE SPECIFICATION SECTION 2050 FOR CONSTRUCTION SEQUENCING. 4. ALL EXISTING PIPE SIZES, PIPE MATERIAL, SLOPES, B INVERTS, AND ANGLES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 5. PROVIDE L I NKSEAL MODULAR WALL SEAL FOR ALL PIPE. FOR EXISTING MANHOLES, BREAK OUT OPENING, GROUT IN WALL SLEEVE AND PROVIDE L I NKSEAL INSIDE MANHOLE A-1 MANHOLE A-2 MANHOLE A-3 OF WALL SLEEVE. NTS NTS NTS 6. SET MANHOLE RIM ELEVATIONS TO FINISHED GRADE. SEE SH B-3. 18-BYP-PVC INVT EL 3.63 TO BE ABANDONED AFTER USE DURING 6 -OF -DI CONSTRUCTION EXISTING 8"GS \ DROP ASSEMBLY 24" PLE-DI INVT EL 4.30 1E 5.00 (BOT) SEE NOTE 5 IE 9.00 (TOP) EXISTING 8" EXISTING 8" SEEr�SIM INVT EL 4.30 TO BE REMOVED EXISTING INVT EL 4.30 B_8 MANHOLE NEW MANHOLE I� 18 -GS -PVC �_ I , \ I - EXISTING j �-- 24" PLE-DI INVT EL 5.50 I I 6 OF -DI 18-PLE-RCP INVT EL 5.30 C INVT EL 5.28 6 -D -PVC EXISTING SEE NOTE 5 I INVT EL 5.10 18 --RCP- CP .�- - --- - - -- j ---- -- (TYPICAL) - -- - }--- - - - ----------------- - - -- �-- _-=---------- -- -- - -- INVT EL 5.30 -- j 18 -GS -PVC INVT EL 3.63 NEW MANHOLE I . \ SEE NOTE 5 SH B-5 j EXISTING MANHOLE ' TO BE REMOVED INSTALL NEW CHANNEL I AFTER EXST 18-PLE-RCP i 8 -ALP -DI I SEE NOTE 5 IS ABANDONED, AFTER USE _ 8 GS EXISTING P C INVT EL 4.40 j (TYPICAL) DURING CONSTRUCTION INSTALL 24" LONG INVT EL 5.71 ± I CONCRETE PLUG AFTER PIPE FIELD VERIFY j IS ABANDONED, AFTER USE DURING CONSTRUCTION EXISTING NEW MANHOLE A-4MANHOLE C-1 EX/ST/NG MANHOLE E-1 NTS NTS NTS PN J _ FR SHEET B-7 • UTTLE REUSE OF DOCUMENTS `, o THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON S I TE WO R K /CIVIL -- ;. ORIGINAL DRAWING. CITY OF PORT TOWNSEND DWG 253ss Y='PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL i4 OF 158 O�F�F�/STER` \�ROWN sERviCE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO o r' WASTEWATER TREATMENT PLANT N�'`S�ONAL �M ILLER BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON DATE NOV 1991 WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. JEFFERSON COUNTY, WASHING TON MANHOLE PLANS AND SCHEDULE - APVD THIS SHEET, ADJUST PROJ t 5.` D.PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD MANHOLE INSIDE COMMENTS NO. DIAMETER A-1 72 CONSTRUCT AS I , SHOWN A-2 48" DROP ASSEMBLY REQUIRED A-3 48" BUILD AROUND: EXISTING PIPE A-4 48 BUILD AROUND EXISTING PIPE C-1 72" REPLACE EXISTING LL z w 48" MANHOLE O FIELD MODIFY AS VERIFY r a J o nATP• 11-1-'-L)1 FII PNIAKAP•SPA99`�RR/R-7 ni MANHOLE SCHEDULE 18 -GS -PVC INVT EL 5.14 --z , PROVIDE TEMPORARY PLUG SEE NOTE 5 DURING CONSTRUCTION. (TYPICAL) (TYPICAL FOR ALL MANHOLES) REMOVE WHEN NEW INFLUENT PUMP STATION I NEW MANHOLE IS OPERABLE j 24 -RS -DI I A INVT EL 2.73 18 -GS -PVC I -- --- - --- -- � INVT EL 5.25 , NEW MANHOLE -I - -, SEE NOTE 5 18 -GS -PVC - -I- -' (TYPICAL) j INVT EL 5.14 18 -GS -PVC INVT EL 5.30 18 -GS -PVC SEE NOTE 5 INVT EL 3.13 � � EXST 8" GS -PVC 1 \ � � - BOT INVT EL 5.81 (TYPICAL) SEE NOTE 5 ----- I-- ----------- --- - -- SH B-5 - - - - I - - - 18 -GS -PVC TOP INVT EL 8.98 - - - �-- INVT EL 3.13 FIELD VERIFY TOP EL--� I I I I NOTES: I I DROP ASSEMBLY I j \ i FIELD VERIFY j 1. FOR MANHOLE LOCATIONS, SEE DWG B-6. NEW MANHOLE REQUIRED DROP DEPTH, SEEQ 2. FOR MANHOLE CONSTRUCTION DETAILS, SEE SH B-8. B-8 3. SEE SPECIFICATION SECTION 2050 FOR CONSTRUCTION SEQUENCING. 4. ALL EXISTING PIPE SIZES, PIPE MATERIAL, SLOPES, B INVERTS, AND ANGLES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 5. PROVIDE L I NKSEAL MODULAR WALL SEAL FOR ALL PIPE. FOR EXISTING MANHOLES, BREAK OUT OPENING, GROUT IN WALL SLEEVE AND PROVIDE L I NKSEAL INSIDE MANHOLE A-1 MANHOLE A-2 MANHOLE A-3 OF WALL SLEEVE. NTS NTS NTS 6. SET MANHOLE RIM ELEVATIONS TO FINISHED GRADE. SEE SH B-3. 18-BYP-PVC INVT EL 3.63 TO BE ABANDONED AFTER USE DURING 6 -OF -DI CONSTRUCTION EXISTING 8"GS \ DROP ASSEMBLY 24" PLE-DI INVT EL 4.30 1E 5.00 (BOT) SEE NOTE 5 IE 9.00 (TOP) EXISTING 8" EXISTING 8" SEEr�SIM INVT EL 4.30 TO BE REMOVED EXISTING INVT EL 4.30 B_8 MANHOLE NEW MANHOLE I� 18 -GS -PVC �_ I , \ I - EXISTING j �-- 24" PLE-DI INVT EL 5.50 I I 6 OF -DI 18-PLE-RCP INVT EL 5.30 C INVT EL 5.28 6 -D -PVC EXISTING SEE NOTE 5 I INVT EL 5.10 18 --RCP- CP .�- - --- - - -- j ---- -- (TYPICAL) - -- - }--- - - - ----------------- - - -- �-- _-=---------- -- -- - -- INVT EL 5.30 -- j 18 -GS -PVC INVT EL 3.63 NEW MANHOLE I . \ SEE NOTE 5 SH B-5 j EXISTING MANHOLE ' TO BE REMOVED INSTALL NEW CHANNEL I AFTER EXST 18-PLE-RCP i 8 -ALP -DI I SEE NOTE 5 IS ABANDONED, AFTER USE _ 8 GS EXISTING P C INVT EL 4.40 j (TYPICAL) DURING CONSTRUCTION INSTALL 24" LONG INVT EL 5.71 ± I CONCRETE PLUG AFTER PIPE FIELD VERIFY j IS ABANDONED, AFTER USE DURING CONSTRUCTION EXISTING NEW MANHOLE A-4MANHOLE C-1 EX/ST/NG MANHOLE E-1 NTS NTS NTS PN J _ FR SHEET B-7 • UTTLE REUSE OF DOCUMENTS `, o THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON S I TE WO R K /CIVIL -- ;. ORIGINAL DRAWING. CITY OF PORT TOWNSEND DWG 253ss Y='PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL i4 OF 158 O�F�F�/STER` \�ROWN sERviCE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO o r' WASTEWATER TREATMENT PLANT N�'`S�ONAL �M ILLER BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON DATE NOV 1991 WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. JEFFERSON COUNTY, WASHING TON MANHOLE PLANS AND SCHEDULE - APVD THIS SHEET, ADJUST PROJ t 5.` D.PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD MANHOLE INSIDE COMMENTS NO. DIAMETER A-1 72 CONSTRUCT AS I , SHOWN A-2 48" DROP ASSEMBLY REQUIRED A-3 48" BUILD AROUND: EXISTING PIPE A-4 48 BUILD AROUND EXISTING PIPE C-1 72" REPLACE EXISTING 48" MANHOLE E_1 FIELD MODIFY AS VERIFY SHOWN nATr:• 11_1'2_x1 GII r)1 V O ti Lu Lu �x Q o�i ? N Z" Lu Q� (,q MANHO NTS 3 SEE MANHOLE TOP DETAIL W I74 \ O 1 � Z I � FRAME AND COVER � 11 w \ GRADE RINGS ECCENTRIC CONE _ 48"/54 DIA MANHOLE U-, WALL SECTIONS 0 Z 1'-0" MIN 48" PRECAST MANHOLE TOP OF CONCRETE SECTIONS, TYP CHANNELING TO BE UNLESS NOTED OTHERWISE AT CROWN OF PIPE. v (TYP) CVQ 0 SLOPE TOP OF 00 i CHANNELING 1" PER 6" MIN — FOOT, TYP. 6" MIN CONCRETE CHANNELING NOTES: 1. WHERE MINIMUM CLEAR HEIGHT IS LESS THAN 6-0", PROVIDE A FLAT TOP MANHOLE. LE TOP DETAIL 8" THICK SLAB - REINF 1 1/2" COVER AT BOTT(-�"" FACE, TYP UNLESS NO' FAN 2-#5 2" CLR, TYP #5 AT 6", TYP 3 PLACES FAN 2- •.,, 48"/54" MANHOLE NTS 10" THICK SLAB - REINF 1 1/2" COVER AT BOTTOM FACE, TYP UNLESS NOTED 1-#5T&B 1-#& T & B 1-#6 T & B ADD 1-46, TYP 3 PLACE 1-#5 T & B 1-#5 T & B 95 AT 6", 96 AT 6", TYP 3 TYP 3 PLACES PLACES— TEE - LACES 4811 3'r FAN 2-#6 Y 3' MAX LENGTH OF FIRST PIECE OF STRAIGHT PIPE TEE- 18 -GS -PVC 45 DEGREES PIPE BASE MATERIAL FLEXIBLE COUPLING MJ TEE i 0 — —---------- --1— --- --- -- % BL IND FLANGE UNDISTURBED ° EARTH I o MANHOLE WALL o DUCTILE IRON I PIPE o DUCTILE IRON MJ x PLAIN END o BEND I CONCRETE SUPPORT00: 0C . . ° ° a . ° PIPE BEDDING 1 —� (�=1 MORTAR (TYP) MATERIAL j Illi DROP ASSEMBLY -MANHOLE A-2 NTS 48175411 X 24" 721.'X 24" — '\ SEE MANHOLE TOP DATE N / � � DETAIL, � I I 1 48" DIA MANHOLE B-6 "' /I WALL SECTIONS w � TRANSIT ION SLAB ' DSGN L.TUTTLE REUSE OF DOCUMENTS SEE DETAIL �: DR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ONE INCH ON ORIGINAL DRAWING. CITY OF PORT TOWNSEND o� �F 25366 �a c� L.TUTTLE PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 'TREATMENT sl 01 FSS�ONAL CHK SERVICE. IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 1" WASTEWATER PLANT E a JRM ILLER BE USED, IN WHOLE OR IN PART. FOR ANY OTHER PROJECT w WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST 72" DIA PRECAST oMANHOLE APVD D.PETERSON NO. DATE REVISION BY APVD CCH2M HILL SCALES ACCORDINGLY. WALL = SECTIONS 1'-0" MIN TOP OF CONCRETE CHANNELING TO BE AT CROWN OF PIPE. (TYP) ? ° 0::::3 0SLOPE TOP OF r o° I I° ° CHANNELING 1" PER o_ ° I� FOOT , TYP. 00 ° ° — — ° ° ° CONCRETE CHANNELING NOTES: 1. MINIMUM CLEAR HEIGHT SHALL BE 6-0". 2. WHERE MINIMUM CLEAR HEIGHT IS LESS THAN 6'-0", PROVIDE A FLAT TOP MANHOLE. 72 "MANHOLE 4 NTS 3' MAX LENGTH OF FIRST PIECE OF STRAIGHT PIPE TEE- 18 -GS -PVC 45 DEGREES PIPE BASE MATERIAL FLEXIBLE COUPLING MJ TEE i 0 — —---------- --1— --- --- -- % BL IND FLANGE UNDISTURBED ° EARTH I o MANHOLE WALL o DUCTILE IRON I PIPE o DUCTILE IRON MJ x PLAIN END o BEND I CONCRETE SUPPORT00: 0C . . ° ° a . ° PIPE BEDDING 1 —� (�=1 MORTAR (TYP) MATERIAL j Illi DROP ASSEMBLY -MANHOLE A-2 NTS L c Le SEE MANHOLE TOP DETAIL T BANS /I ION SLAB \� SEE DETAIL 3 1 I 48175411 X 24" 721.'X 24" 72" X 48" NO ° �° ° DATE MANHOLE TRANS IST ION SLAB NO. NO. SERVICE CONNECTION36 NTS NTS B-6 �• \PN F Qbb ' DSGN L.TUTTLE REUSE OF DOCUMENTS ' MIS �: DR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ONE INCH ON ORIGINAL DRAWING. CITY OF PORT TOWNSEND o� �F 25366 �a . _ < F L.TUTTLE PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 'TREATMENT sl 01 FSS�ONAL CHK SERVICE. IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 1" WASTEWATER PLANT E a JRM ILLER BE USED, IN WHOLE OR IN PART. FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST . APVD D.PETERSON NO. DATE REVISION BY APVD CCH2M HILL SCALES ACCORDINGLY. L c Le SEE MANHOLE TOP DETAIL T BANS /I ION SLAB \� SEE DETAIL 3 1 I Wm 72" DIA PRECAST MANHOLE WALL SECTIONS Y-0 MIN TOP OF CONCRETE CHANNELING TO BE AT CROWN OF PIPE. (TYP) SLOPE TOP OF CHANNELING 1" PER FOOT, TYP. CONCRETE CHANNELING NOTES: 1. MINIMUM CLEAR HEIGHT SHALL BE 6-0 ". 2. WHERE MINIMUM CLEAR HEIGHT IS LESS THAN 6'-0", PROVIDE A FLAT TOP MANHOLE. 72" MANHOLE NTS SITEWORK/CIVIL MANHOLE SECTIONS i SHEET 0 IL - 011 \0 00 NO ° �° ° DATE NOV 1991 NO. NO. SEA22388.RD Wm 72" DIA PRECAST MANHOLE WALL SECTIONS Y-0 MIN TOP OF CONCRETE CHANNELING TO BE AT CROWN OF PIPE. (TYP) SLOPE TOP OF CHANNELING 1" PER FOOT, TYP. CONCRETE CHANNELING NOTES: 1. MINIMUM CLEAR HEIGHT SHALL BE 6-0 ". 2. WHERE MINIMUM CLEAR HEIGHT IS LESS THAN 6'-0", PROVIDE A FLAT TOP MANHOLE. 72" MANHOLE NTS SITEWORK/CIVIL MANHOLE SECTIONS a 3 C D SHEET B-8 NO 15 OF 158 DATE NOV 1991 NO. NO. SEA22388.RD a 3 C D DATE: 11/12/91 FILENA]vIE:SEA22388/B-9.DLV I 2 I 3 1 a I s s OPENING = 24,-o/l 3'_oi, SEE NOT E GATE CHAIN LINK FABRIC SQUARE 0 Lu GATE POST _ A _ CITY LO o BORDER COLOR P 1 , PS -102 SEE A-1 < w FENCE 6 "R (TYP) c/) U_ J 311 5%" X 36" WE AL 5 �j O D GLULAM BEAM JO NT S F co PROVISION co SLIDING 4 FOR PADLOCK CITY OR PORT TOWNSEND °�Q°RT FINISH POSTS, ALL R GID FRA 'r) GATE 4/" �o TS RU BOLTS WITH SIGN SURFACES PLUNGER ROD 4/ " SECONDARY WASTEWATER = = i GALV MBS EXCEPT BORDERS CATCH, SEE Q COUNTERSINK 8 PLUG AND LETTERING 4/ " TREATMENT FACILITY °�'""�"�a WITH PS -101, _ - FACE TO MATCH BEFORE COLOR 511411 FINISHING THREADS ON P7 ' ; oo ; ' o °.. + �' ' oo + oo , M oo BACK o , .o• , .. , e NOTE: o - GATE HARDWARE, 1,_6„ 6X8 TREATED I ' . -rJ �0 -rJO , I e.o e HINGES, LOCKSETS, , ROUT LETTERS AND TIMBERS �' N `o� .°; 0, ' -°` ` o' ' CD TYP 101-0 EDGE BAND % " DEEP CONCRETE ENCASE & HANDLES AS - . ° o ° , ° ° ° , 2 SLOPE CONC o AS SPEC 1 F 1 ED o SPECIFIED. o 0� 'o I I I II TYPICAL DOUBLE GATE 3 MAN ACCESS GATE 4 ��- SET POST IN CONCRETE I I o NTS B-2 NTS B-2 ELEVATION WHITE LETTERS (TYP) (PS -102) POST TOP — _ _-A B TOP RAIL POST TOP FOR NOTE. 6 6 CHAIN LINK -TOP p TOP RAIL PASSAGE FOR ENTRANCE SIGN SECTION FOR BARBED AND w TWISTED - BOTTOM L LINE POST LIGHT, SEE Q SELVAGE KNUCKELED BRACE RAIL w Z Q ►— co c TRUSS ROD co FACILITY ENTRANCE MARKER M 'X NTS B-2 :�i END AND CORNER POST TENSION WIRE 10' MAX. SPACING ' ' p ,.0• , . , p 1.0• , 1 �.o• 1 1 o I � 'o 1 N 1e.oI '0 FACILITY ENT RANCE o' -°`+ CONCRETE ENCASE ' . 0 1-1 ° i - ;0.0 1 +. ° o.°, 10 ° b. 1 SIGN SEE ' .o �0. A AS SPECIFIED _�, .o 40. , c� ®,.w . f. DSGN REUSE OF DOCUMENTS S I TE WO R K /CIVIL SHEET B-9 • B •EIS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON DWG DR CITY OF PORT TOWNSEND 16 OF .158 PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. NO. SIGN LIGHTER, ONE-PIECE EXTRUDED ALUMINUM WITH CAST ALUMINUM ENDS WITH PHOTO CELL; FINISH IN DARK BRONZE TEXTURED BAKED FENCE DETAIL 5 NTS B-2 c 3S° ENAMEL AND ACRYLIC LENS; SERVICE, IS THE PROPERTY OF CH211M HILL AND IS NOT TO 0 T' 6'-0" FLUORESCENT, 208 -VOLTS, DATE NOV 1991 SWIVEL BASE, 1 -F40 -T-12 CHK JRMILLER C.W. LAMPS; KIM CAT. NO. BE USED, IN WHOLEOIN PAR OTHERPROJECTIF 3075N, OR EQUAL TRUSS ROD MISCELLANEOUS DETAILS PRO,, FINGRADE � PHOTO CELL TOP GATE HINGE PLUNGER ROD 0 WRITTEN AUTHORIZATION OF WITHOUT THETHIS SHEET, ADJUST SEA22388.RD =IIII=ILII o �i.,� _alj) CONCRETE STRETCHER BAR _ APVD D.PETERSON --1 <<_ 1 CF DATE REVISION BY _- 3/BASE, " STRETCHER BAR BAND PLUNGER ROD " -- 4 CONDUIT. LOCATE CATCH 3 -SELECTION SWITCH FOR — TRUSS ROD _ - LIGHT AT CONTROL BLDG WHERE DIRECTED BY THE I ENGINEER BOTTOM CORNER -, AND HINGE ENTRANCE SIGN LIGHT DETAIL 2 GATE POST 9" D I A D NTS B-2 L-2 PLUNGER ROD DETAIL 7 GATE DETAIL 6 ,NTS NTS c� ®,.w . f. DSGN REUSE OF DOCUMENTS S I TE WO R K /CIVIL SHEET B-9 • B •EIS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON DWG DR CITY OF PORT TOWNSEND 16 OF .158 PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. NO. �F�� � C�� C.M BLACKWELL SERVICE, IS THE PROPERTY OF CH211M HILL AND IS NOT TO 0 T' WASTEWATER TREATMENT PLAN I DATE NOV 1991 FSs�O CHK JRMILLER BE USED, IN WHOLEOIN PAR OTHERPROJECTIF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON MISCELLANEOUS DETAILS PRO,, NAL WRITTEN AUTHORIZATION OF WITHOUT THETHIS SHEET, ADJUST SEA22388.RD APVD D.PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. NO. FIOTG• ll -1n -Q1 fzII ni FILTER FILTER FABRIC MATERIAL M I RAF 1140 OR EQUAL FENCE POST 6'-0" HIGH CHAINLINK FENCE WITH REDWOOD SLATS FOR SCREENING i� I �+uA �IJL !J " WIRE AL I•• e' -U"" I�� STAPLES OR ' TYP WIRE RINGS, TYP 1 - 1 /I WASHED GRAVEL OR PEA BURY BOTTOM OF FILTER GRAVEL FABRIC MATERIAL IN 8 "x l'-0" TRENCH NOTE: REMOVE AFTER CONSTRUCTION 12" DIAMETER WHEN DIRECTED BY THE ENGINEER. CONCRETE ENCASEMENT SILT FENCE DETAIL 1 NTS B-1 5'-O„ NOTE: USE PAINT SYSTEM NO. 31 HANDICAP PAVEMENT NTS 4" WIDE WHITE PAINT STRIPE 6" WIDE WHITE 4" WIDE WHITE WHITE LETTERING EQUALLY SPACED MARKING DSGN J.R. MILLER DR B. LAZARO CHK J.R. MILLER APv° D. PETERSON I NO. DATE B-2 REVISION r 3 LL Z 2 O Q 1 Lu Lu 0 -1 APPROXIMATE EXISTING GROUND SURFACE WETLAND VEGETATION (NIC, BY OTHERS) l 3 (TYP) EL VARIESSEE N 5' TO 20' (SEE PLAN) BOTTOM WIDTH VARIES 2 -YR 24-HOUR DESIGN WS EL (V co Nip PEAT SOIL (NIC, BY OTHERS) TYPICAL B IOF I LT ER SECTION SECTION �A1 NTS APPROXIMATE EXISTING GROUND TOP OF POND BANK 4 JI{I=VIII TOP OF BANK 18 3 EL VARIES 3 (TYP ALL AROUND) SEE PLAN 700 C.F. (MINIMUM) Z 2 DEAD STORAGE WETLAND noa 4' BERM EART HF I LL EL VARIES SEE PLAN 3 (TYP) �I 1111�II1 �� - -- APPROXIMATE EXISTING GROUND SURFACE WETLAND VEGETATION (NIC, BY OTHERS) A inr7jTI 1 1 Annl-%A1 Q 1 VEGETATION 0.7596 (NIC, BY _VARIES 0 OTHERS) o - 1'-3" MIN- -- 12" WIDE x 12" DEEP x 12" LONG WEIR WALL CONSTRUCT FROM QUARRY SPALLS WE POND 80,_0,+ --- SEDIMENTATION BASIN \ PEAT SOIL (NIC, BY OTHERS) 8 lOF I LT ER 1-0" PEAT SOIL (NIC, BY OTHERS) POND AND B IOF I LT ER PROFILE SECTION I�M NTS 8-3 REUSE OF DOCUMENTS ���7 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- FBAR ONE IN PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL GINAL DRACITY OF PORT TOWNSEND SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET. ADJUST JEFFERSON COUNTY, WASHINGTON BY APVDI CCH2M HILL SCALES ACCORDINGLY. c Lu I-_ �w Lu I� =O Q= ZC0 OU)] uj U) J SITEWORK/CIVIL MISCELLANEOUS DETAILS NORTH LAGOON IIIIA t! 12" THICK QUARRY SPALLS WIDTH OF OULET SHEET z DWG �I DATE NOV 1991 OJ N. NO SEA22388.RD _0 a U LL �I z w 0 a J o � 7 L o � � J � FIOTG• ll -1n -Q1 fzII ni FILTER FILTER FABRIC MATERIAL M I RAF 1140 OR EQUAL FENCE POST 6'-0" HIGH CHAINLINK FENCE WITH REDWOOD SLATS FOR SCREENING i� I �+uA �IJL !J " WIRE AL I•• e' -U"" I�� STAPLES OR ' TYP WIRE RINGS, TYP 1 - 1 /I WASHED GRAVEL OR PEA BURY BOTTOM OF FILTER GRAVEL FABRIC MATERIAL IN 8 "x l'-0" TRENCH NOTE: REMOVE AFTER CONSTRUCTION 12" DIAMETER WHEN DIRECTED BY THE ENGINEER. CONCRETE ENCASEMENT SILT FENCE DETAIL 1 NTS B-1 5'-O„ NOTE: USE PAINT SYSTEM NO. 31 HANDICAP PAVEMENT NTS 4" WIDE WHITE PAINT STRIPE 6" WIDE WHITE 4" WIDE WHITE WHITE LETTERING EQUALLY SPACED MARKING DSGN J.R. MILLER DR B. LAZARO CHK J.R. MILLER APv° D. PETERSON I NO. DATE B-2 REVISION r 3 LL Z 2 O Q 1 Lu Lu 0 -1 APPROXIMATE EXISTING GROUND SURFACE WETLAND VEGETATION (NIC, BY OTHERS) l 3 (TYP) EL VARIESSEE N 5' TO 20' (SEE PLAN) BOTTOM WIDTH VARIES 2 -YR 24-HOUR DESIGN WS EL (V co Nip PEAT SOIL (NIC, BY OTHERS) TYPICAL B IOF I LT ER SECTION SECTION �A1 NTS APPROXIMATE EXISTING GROUND TOP OF POND BANK 4 JI{I=VIII TOP OF BANK 18 3 EL VARIES 3 (TYP ALL AROUND) SEE PLAN 700 C.F. (MINIMUM) Z 2 DEAD STORAGE WETLAND noa 4' BERM EART HF I LL EL VARIES SEE PLAN 3 (TYP) �I 1111�II1 �� - -- APPROXIMATE EXISTING GROUND SURFACE WETLAND VEGETATION (NIC, BY OTHERS) A inr7jTI 1 1 Annl-%A1 Q 1 VEGETATION 0.7596 (NIC, BY _VARIES 0 OTHERS) o - 1'-3" MIN- -- 12" WIDE x 12" DEEP x 12" LONG WEIR WALL CONSTRUCT FROM QUARRY SPALLS WE POND 80,_0,+ --- SEDIMENTATION BASIN \ PEAT SOIL (NIC, BY OTHERS) 8 lOF I LT ER 1-0" PEAT SOIL (NIC, BY OTHERS) POND AND B IOF I LT ER PROFILE SECTION I�M NTS 8-3 REUSE OF DOCUMENTS ���7 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- FBAR ONE IN PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL GINAL DRACITY OF PORT TOWNSEND SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET. ADJUST JEFFERSON COUNTY, WASHINGTON BY APVDI CCH2M HILL SCALES ACCORDINGLY. c Lu I-_ �w Lu I� =O Q= ZC0 OU)] uj U) J SITEWORK/CIVIL MISCELLANEOUS DETAILS NORTH LAGOON IIIIA t! 12" THICK QUARRY SPALLS WIDTH OF OULET SHEET B-10 DWG 17 OF 158 DATE NOV 1991 OJ N. NO SEA22388.RD OEM 1=48.0 - EXST BUILT-UP ROOFING i IGRAVEL TOPPING OVER i %z" PLYWOOD SHEATHING EXST ALUMINUM / AND 2x6 JOISTS ® 16"O.C. WINDOWS, TYP - -- - - EXST 4x4 EXST WOOD WD POST BEAM �- EXST FACE _ EXST FACE - = `' = _ _ EXST H.M. DOOR BRICK - --- _-_ - BRICK -- - - -- —_ - _ _ AND FRAME, TYP EXST CONC = _Ell SIDEWALK SOUTH ELEVATION EAST ELEVATION 0 N N 28'- 7V2 __- --- __- -- -- - --------------------___ _-----_ __ ---- - -- ----------- - --- OVER-' HANG, - - _ TYP -- ----- - - EXISTING CONCRETE `� ❑ SIDEWALK EXST O 1501b CHLORINE O CYLINDERS TOOLS LINE OF EXST ROOF ABOVE HL ORI NA TOR ROO EXST CHLORINATION _---- --- EXISTING EQUIPMENT / WOOD STUD CONSTRUCTION MCC ( W/ FACE BRICK �Q I AT EXTERIOR WALL EXST MECH LOUVER, TYP PLAN EXISTING BUILDING /4„_1,-0„ E� DSGN C.LONGMATE DR J.BROWN CHK B. EI S APVD D.PETERSON NO. DATE REVISION ll M_ -----__-_-- _-- -- EXISTING CONCRETE SLAB NO TE: 1. PROVIDE TEMPORARY FACILITY AND RELOCATION OF MCC AND CHLORINATION EQUIPMENT PRIOR TO DEMOLITION OF EXISTING CONTROL BUILDING. REUSE OF DOCUMENTS BAR IS ONE INCH ON THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING CITY OF PORT TOWN SEN D PORATED HEREIN, OPE FRcEO1” SERVICE. IS THE PROPERTY INSTRUMENT M HILL AND IPROFESSIONALOTTOBE o WASTEWATER TREATMENT PLANT USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON BY APVD ©CH2M HILL I SCALES ACCORDINGLY. CONTROL BUILDING EXISTING BUILDING DEMOLITION PLAN mi SHEET C-1 NOG 18 OF 158 DATE NOV 1991 No NSEA22388.RD N0 11-12-91 SEA22388\C-200.DwG GUARD POST, TYP LP -5 PURGE AIR COMPRESSOR BY BEL T PRESS MFR Q) rA ' C-19 N ACOUSTICAL PANEL, _- 24 "x" FIXED 1 ACOUSTICAL ILOUVER I 00 C N C-21 co eo DOWNSPOUT (TYP)-- co 4'x6' CONC STOOP FOR ENLARGED PLAN OF LABORA TORY SEE SH C- 9 RETAINING WALL SEE SH -1, B-2 AND 8 C-22 F_ I ( CONC CURB, SEE SH B-1 56,_0„ ( 32'- 0 4,-0'' 14 0„ ".. C-20 48"x36" ACOUSTICAL FIXED LOU VER BLOWER ROOM C-1 ELEV 10.00 F— �-- LAB AIR COMPRESSOR AND VACUUM PUMP ACOUSTICAL PANEL, FOR INTERIOR ELEVATION, SEE SH C-19 I SIM 24'-0" LINE OF EA VES A T ROOF 6'- 0" ABOVE, TYP SIM. CONC CURB, SEE B-4 32" X 24" FIXED DRAINABLE LOUVER_ — T8�'-T' 3 M. O. I _ II I I �SHEL VE JMDO PLY3 FACING POL YMER ROOM -SEED C-116 C-11 c 116 ELEV 17.33 0 RW �— SEEQ 6 - C-11 j C-11 - 31'-4" 25'- 4" GUARD POST OUTLINE OF ROOF ABOVE (TYP) WALL HUNG CABINET AS SPECIFIED SEEQSI M C-11 C-23 JRM DLP 016.33 ` oo co ' o — _ — I °� RAMP DN 'q MUD ROOM 1:20 C-19,zi EOUIP PADS, TYP co C-114 SEE STRUCTURAL -8#t 4'-8" 4'-0" 4' 4'-0" 30 "x48 " FL DOR MATj 14 M. D. 16 " X 16 " M. D• �. M. D. 3 30"x96" ACOUSTICAL _ FOR DETAIL SEE , -_ 4 LOUVER' W- 7 j W- 7 0 PANEL, TYP °� MLIN BLINDS . D. UNLESS NOTED 1 -11 ®16.33 C-12 OTHERWISE t 1 l °o �- 5'-0" F. EX T-1 4 „ , „ 112 0 WA SHE I� 14R ® 6.86 = 8- 0 , ON 113 DRY(A-5 , M. D. _ _ STORAGE 2 13T � 1 1 = 11 -11 `� � NCH ROOM T -,T r CLOSET S TA I I I I I C-112 ' -- 4 A-4) C-115 C. 11 0 C-113 8--L � d C-110 �� co 101 ' d i 14H © 6.86„_8,-0„ UP 6 1' 8rr 8 43,_4„ 5 11,_0„ 3,_4„ 8„ 13T 9 11'= 11'-11 WH [:��l M. D. M. O. o 6 x 4 TA CK BD 6 C C C 112 115 115 EOL EOL WRITING B F. EXT-4 -�—r--I I I---,-�- , o 109 i0 -- KITCHENETTE c (IN CAB) N 8 COA T , , CON TROL ROOM OB O F-8 EOL EOL CLOSET c-102 c-101 , 7'-4%2” 14'-9'\ C-108 8'- 43/4 F 7 F- 7 EL 18.00 (TYP) co C F. EXT -1 LABORA TORY C 'CORRIDOR CLOSET F-6 F_1 0 11B r_9„ C-111 HS 8(TYP) IIIA C-103 C-109 N -- N �— i O 0 � c JD 104 1 1 F- 5 !DRESSING / c LAV 0 BEE C ROOM 106 TROL 7 / 4 \ LOCKER C-105 9 �? PANEL C-11 F-5 oo I C 11 MCC N p\ -- I i c-1o7� I RH ��; i'' ROOM I `` of O _ LJi' 1 , C \ _ _ F1 cfl I SHS 2 C-104 105 o I i BLINDS F-4 F- 4 BLINDS —� ❑� \ ___lL , LOCKERS7 71 —' BLINDS '— J 4 3 2 1 0 W_5 6 W_3 W_3 OW_ 4 36" X 36" SHOWER j 0! M. D. , _W/_FOL D - UP SHO WER _ _ _ SEAT SHS -1 i SH W� � I i B j D E C -106A C 7 C- 23 0 z EDGE. OF SIDEWALK L 17.5 0 CONC CURB I 36 "x60" FLOOR MAT I SEE SH C-12 c) o N� I ROCK WALL SEE DWG B-1 O 0 N P INO TES: 2p-8" 5'-4" 14,_0„ (M. O.) 4'-8" 1'-10" 3'-13/4" 3%2" 2'-0"I M.O. 3'-4" ,-0" 4'-8" 5'-4" , „ ' „ 4 - 8 4 - D 1. FOR GENERAL NOTES, SEE SH C-5. 24,_0" 4 - 19,_8„ '3%2„ M.D. , -8 „ M.O. i 8'- D/2 8 -0 20 2. WALL TYPES ARE SHOWN ON SH C-3. 56,-0„ 28,_8„ 3. FOR INTERIOR ELEVATIONS, SEE SH - -- C- 9 C-10 AND C-19 THUR C-23 84'-8" CONTROL BUILDING - MAIN LEVEL !14*4"4 1, _ 0 „ REUSE OF DOCUMENTS BAR IS ONE INCH ON CITY OF PORT TOWNSEND THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 1" WASTEWATER TREATMENT PLANT SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE IN PART, FOR ANY OTHER PJECT JRM DLP WITHOUT USED, IN HTHEOWRITLE TEN AUTHORIZATION OF CH2MRHOILL. IF NOT ONE INCH ON THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON REVISION BY APVD OCH2M HILL SCALES ACCORDINGLY. 4. A T STAIR, EXTEND HANDRAIL 12" BEYOND TOP RISER AND 23" BEYOND BOTTOM RISER. CONTROL BUILDING SHEET C-2 ARCHITECTURAL NO. 19 OF 158 MAI LEVEL FLOOR PLAN DATE NOV 1991 No J SEA22388.RD - r IVJ- SEAL AND SIGNATURE HERON APPLIES TO CURRENT ` ��% '� Q a.�� DSGN C. LON GM A TE REVISION ONLY REFER TO �' ,� �•/ x' DR J.13ROWN ORIGINAL DRAWING FOR "_ �' tc ��..^''a`ro CAVE CHK J. SIGNATURES zL 6/92 Cl NO.20 AND SEALS ��; `- :, aZ APVD D PETERSON NO. DATE 84'-8" CONTROL BUILDING - MAIN LEVEL !14*4"4 1, _ 0 „ REUSE OF DOCUMENTS BAR IS ONE INCH ON CITY OF PORT TOWNSEND THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 1" WASTEWATER TREATMENT PLANT SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE IN PART, FOR ANY OTHER PJECT JRM DLP WITHOUT USED, IN HTHEOWRITLE TEN AUTHORIZATION OF CH2MRHOILL. IF NOT ONE INCH ON THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON REVISION BY APVD OCH2M HILL SCALES ACCORDINGLY. 4. A T STAIR, EXTEND HANDRAIL 12" BEYOND TOP RISER AND 23" BEYOND BOTTOM RISER. CONTROL BUILDING SHEET C-2 ARCHITECTURAL NO. 19 OF 158 MAI LEVEL FLOOR PLAN DATE NOV 1991 No J SEA22388.RD CJ O r�l 11--L'-71 JLI�L GJUV\\.--LVt/.urry - - CONC CURB, SEE SH B-1 — -- - 87'-411 --- ------ -- -0-__ GUARD POST, TYP_-_�56 I 0" J, l 4,_0JJ w 32 0 - .. ---------- 31'-4" 25-4 6-0..— ,....• I 4'-0%2" 14,-0f, I--- ---- LINE OF EAVES AT ROOF 6-0J,---- rt ABOVE, TYP 1 ---- - - Q SIM. ' I I CONC CURB, SEE O GUARD POST O • ° 32 X 24 FIXED °. 48 "x36 " c L DRAINABLE LOUVER -= — _ 8 — -0 — — OUTLINE OF ROOF o - ACOUSTICAL °° 1 4N Ivl.O." ABOVE (TYP) �t FIXED LOUVER . O • M rr - ACOUSTICALHELVE4 PANEL, FOR MDO 3 N IN TERIOR ELEVA TION, PLYWOOD -- }} ' - SEE SH C-19 ,, FACING POLYMER ROOM SEED .� I . ---- WALL HUNG CABINET 2 SIM C-11 AS SPECIFIED 1 C-116 c SEE�SIM - 116 5_ �.,BLOWER`�ROOM i ELEv 17.33 d O C-11 ----- \ m SEE 7 - 0 o ELEV 10.00 C-11 \ C 1fi1 - - - - _ C-23 - -- t �1 ®16.33 oo CA - - I °� RAMP N °�QL C c-19 t`' o MUD ROOM -_ \ �: r v c-19 ►� I c 6 ..a -EQUIP PADS TYP co C-114 _ SEE STRUCTURAL , „ , 7- ACOUSTICAL 1-4 4 -0 __ 4-=8-- _; 4---�_-�.;...-----4 -8 -.�-. 4 -0 I PANEL_. .- , ,_- -- -- _ ` 30 "x48" FLOOR MAT , M. 0. M.O. I M. O. __ --I -----EDGE EDGE OF FOR DETAIL SEE 16 X 16 3 SIDEWALK t 1 \� 30"x96" ACOUSTICAL Q ---- 4 114 LOUVER W- 7 W- 7 O 24"x24" FIXED PANEL, TYP ' ACOUSTICAL UNLESS NOTED -1 '-11 "' ®16.33 C-12 M.O. r r- - LOUVER - - °0 _ OTHERWISE - BLINDS BLINDS 5' 0" .., F. EXT -1 . - 12 "' --- - I -- • t o 4 (A -A) 14R 9 6.86 "= 8 ,_ O J, , , c� If ' M. 0. C o0 0 0 0 ° I 113 It i / AREA FOR LAB STORAGE 2 13T 9' 11 "= 11 '-11 ; - --WASHER LUNCH ROOM C-21 co AIR COMPRESSOR STAIR - ® CLOSET - - ;- °° o JAN �- I 4 (A_4) c-115 c + \ AND VACUUM C-113 101 + PUMP - - -- _C-110�! a ; - _ - -- - - � C 11 S C-21 *cz _ 14R © 6.86 = 8 - 0 UP 8„ 8 4 „ 5 , „ \ i 2 I .ccs 7 A 13 T ®11 "= 11 '-11 " -- -- 6 -- - _ 3= -- -� 1 0 -- - --- .-.,r 3 -_ `�- 8 EL 17.5 j - WH M. 0. 6'x4' TACK BD I! M.O. o O - c l 6 I d J v O V O o 0, o Ov • Oo • o s Ov _ a a > v • O O o • /J 0 0. o/ / V p 115 ' ' 115 I - _ = EQ, EQL WR TING BD- ✓ F. EXT -4 \ -- -- -- f - - ----------- ---- - - DOWNSPOUT (TYP)-- - - _ _ _ ' 1� -- - - - - c c c I + T -j i i , 110 N 109 - -- 108 - __ _-COAT -KITCHENETTE 10�13 CONTROL ROOM(IN CA coNc CURB - -- � -, C-102 I F=8 --- EQL - - -- EQL ----- CLOSE — ---- 36"x60" C-101 „T --------- -- 8'-4J/4" - J I FLOOR MAT ff - 7'- 4%2 14,-9 - C-108 EL 18.00 (TYP) SEE SH C-12 I CD F- 7 F- 7 ----------- - --- --- �-•-------- ----- -- - -- - 4'x6' CONC c -F. EXT -1 LABORATORY 8 C ORR/DOR CLOSET F-6 F-1 N o , � o 0 i� STOOP ------ ---_ I 11B 2f_9J, HS (TYP) 111A C-103 C-109 _ — — — �— i Z N N � I C-111 n-� c c DD o co CN -L---- - ----- ------ - - - - - - -- -:-_.. _ i - - RH -- -- -- -- f 104 F_ 5 I 1 L DRESSIN �' / BENC !I ' ROOM 106 LAV SEE _�_ -- �,I � / �_ 9 I i - ! MCC 4 - - �� JAL O CKER C 105 I + �ONI�ROL F- 5 I SEE DWG B 1t --- t - -- C-106 + "� FOR ENLARGED PLAN I CK WALL 7 /\ ( co C-11 - - N - - - --- - - --- -- --- -----I-- t OF LABORA TORY , \ - - - ,' C-107 I 1 I 4 RH � ROOM c I I SEE SH C- 9 - - -- --- - I I '- - co l- - -_ SHS -2 C-104 105 r? F-1 L` BLINDS F-4 F-4 BLINDS � C -- - --T- - - - - -- I LOCKERS - 1 = 1 - -� I - - - _ r T tom- ,� O o I _ , BLINDS -_ - - - - � � i _ - - - - - _ _ --- 1-=:- -- ----_ _--�- -- + -- _ ----\ �------- ----- 7-7 <61 W- 5 i o N W_ 4 36" X 36" SHOWER ( O � _ - - -- ------ ------------ --- ---------- -- - ---------- --- - O W/ FOLD -UP SHOWER M. 0. — — — — — RETAINING WALL SEA T SHS 1 ---- SEE SH B-1, B-2 =- - B D E C -106A E AND 8 C-20 C-22 C- 7 , C-23 C-2 NOTES: - 5,_4„ 14,_0„ (M. 0.) 4'-8" 1'-10" 3'-1 4" 3%2" 2'-0 M. O_. 3'_4„ ,-0„ 4,_8„ 5,_4„ 4'-8JJ 4t_0» -- - - - - - )--- -- -- - - i „ , ,„ ------ — M. 0.---- -- --- --- - 1. FOR GENERAL NOTES, SEE SH C-5. 19'- 8 4 -3%2 8 -0%2 8'- 0 20'-8',M'0' s 2. WALL TYPES ARE SHOWN ON SH C-3. ,_8„ 3. FOR INTERIOR ELEVATIONS, SEE SH 56'-0” 28 C-9, C-10, AND C-19 THUR C-23. ________—_.-_ 4. BAET STAIR, EXTEND HANDRAIL 122- - 8 - - - --- - -- ----- --- ---- - ---- - --- - --- ---- ------ — - ------------ ------------ - - - CONTROL BUILDING - MAIN LEVEL BOT°OM ROPRISER AND 23 BEYOND �166 1 Rf 6_1S-- - I /4 1 - D Nov. E ■ t 1 1 - 13- 91 SE A22_5b8\C SUU.U'WG z 0 n 30'- 8 „ 0" 12' 10 1' 0" o�� / -- -- -- - ----- -- -- - - -- - - ---- - �— J L --I I \ / -- --- CONC COLUMN (BELOW) SEE STRUCTURAL \ / LINE OF EAVES AT CANOPY / ROOF OVER SLUDGE LOADING AREA VERIFY I VERIFY 1'-0" 4'-0" I . OPENING IN WALL FOR 8 - \ / CONVEYOR. VERIFY TYP VERIFY ACTUAL SIZE & LOCATION TYP REQUIRED W MFR OUTLINE OF j y ' / ROOF ABOVE LINE OF EAVES j ! AT ROOF BELOW D O INN SPOU T ---{ —'_O a o • I , n TYP DUCT o �- :--� PENERA TION, o TYP OF 2 THIS WALL SEE - - �- ---- --- - - - --- - I oa LINE OF EAVES AT ROOF ABO VE----'�I � A I I C-19 I o I C-19 10" CONCRETE, TYP _ AO. --- -----_ CONC PAD SEE STRUCTURAL_ - ACCESS DOOR 1 U TO ATTIC ABOVE 4 w , SEE STRUCTURAL I 00 i 0 ,--120"WIDE x 96" HIGH — — SIDEWALK DOOR - REMOVABLE ACOUSTICAL SEE STRUCTURAL C FIXED DRAINABLE SH C-14 201 LOUVER SEE 138 (SIM) I I C C-21 £` LADDER C RUNG - 202 0<° �� I DN Ell n .o .o n ____1 - F EXT =1= V o V a eO V V O• V U° � -.- e .o I- --- -- J -� - 6 - - ACCESS DOOR 3'-10 112 TO MECH EQP T 3�=2- ---- -12,-1/2,.---------- - - 10" LOCATED IN LINE OF EA VES B A TTIC SPACE AT ROOF BELOW C-20 ABOVE CORRIDOR C-103 32,-0„ NOTE: FOR GENERAL NOTES SEE SH C - 5. CONTROL BUILDING - UPPER LEVEL /4,,_ 1,_0„ TE 1166REGISTERED ARCHITECT; I - R DsGN C.LONGMATE -- _� � DR _z STATE 5 WASHINCi10 J.BROWN CHK J.CAVE 1 AP VD D.PETERSON N0. JDATE I REVISION PREFORMED METAL -- ROOFING WITH 4:12 -,- --{ SLOPE, TYP TYP ® -- --_ - - ----------- -- NO TES: KACANOPY1. COORDINATE PENETRATION LOCATIONS - -- -- - - - VENT THROUGH ROOF C-8 -�— - -- TYP, SEE DETAIL WITH MECHANICAL. C-8 - --- ---- - --- -- - -- - _ - -- - C-8 TYP --- - --- - --- - --- - - ---- --- - --- C - 8 1 - - - -- - ---- C- 7 } -- -- -- - - - -=--I= _F --- --- - - 1---- - 7 - -�- -�-- -- - -- - -- --- ---- - -- -VTR , -- --- - -- ----�-- - } - --- -- - - 0VTf eiQ---------�-- -- -1 I of _ -� 1- -4- + I -- - - I I�R/DGE C-7 I ---------- DUCT PENS TRA TION SEE O DE T. C-8 OUTLINE OF OUTSIDE FACE OF WALL BELOW TYP -_16,-4„ 36'-4" - 10" CONCRETE ® WALL �4 C-21 4" %2" AIR -- - SPACE2x4 STUDS ® 16" -� OC W/R-11 BATT 2 INSULA TION TYPE 'X' GWB 10 " CONC UNLESS NOTED WALL -- 0 THER WISE FACE BRICK %4" Alf? SPACE JY4" RIGID INSULA TION 8" CMU WALL Q SH C-27 - - ----� ---- CONC CURB SEE STRUCTURAL BELT PRESS ROOM C-201 I ELEV 26.00± o II I C-19 10" CONCRETE, TYP _ AO. --- -----_ CONC PAD SEE STRUCTURAL_ - ACCESS DOOR 1 U TO ATTIC ABOVE 4 w , SEE STRUCTURAL I 00 i 0 ,--120"WIDE x 96" HIGH — — SIDEWALK DOOR - REMOVABLE ACOUSTICAL SEE STRUCTURAL C FIXED DRAINABLE SH C-14 201 LOUVER SEE 138 (SIM) I I C C-21 £` LADDER C RUNG - 202 0<° �� I DN Ell n .o .o n ____1 - F EXT =1= V o V a eO V V O• V U° � -.- e .o I- --- -- J -� - 6 - - ACCESS DOOR 3'-10 112 TO MECH EQP T 3�=2- ---- -12,-1/2,.---------- - - 10" LOCATED IN LINE OF EA VES B A TTIC SPACE AT ROOF BELOW C-20 ABOVE CORRIDOR C-103 32,-0„ NOTE: FOR GENERAL NOTES SEE SH C - 5. CONTROL BUILDING - UPPER LEVEL /4,,_ 1,_0„ TE 1166REGISTERED ARCHITECT; I - R DsGN C.LONGMATE -- _� � DR _z STATE 5 WASHINCi10 J.BROWN CHK J.CAVE 1 AP VD D.PETERSON N0. JDATE I REVISION PREFORMED METAL -- ROOFING WITH 4:12 -,- --{ SLOPE, TYP TYP ® -- --_ - - ----------- -- NO TES: KACANOPY1. COORDINATE PENETRATION LOCATIONS - -- -- - - - VENT THROUGH ROOF C-8 -�— - -- TYP, SEE DETAIL WITH MECHANICAL. C-8 - --- ---- - --- -- - -- - _ - -- - C-8 TYP --- - --- - --- - --- - - ---- --- - --- C - 8 1 - - - -- - ---- C- 7 } -- -- -- - - - -=--I= _F --- --- - - 1---- - 7 - -�- -�-- -- - -- - -- --- ---- - -- -VTR , -- --- - -- ----�-- - } - --- -- - - 0VTf eiQ---------�-- -- -1 I of _ -� 1- -4- + I -- - - I I�R/DGE C-7 I ---------- DUCT PENS TRA TION SEE O DE T. C-8 OUTLINE OF OUTSIDE FACE OF WALL BELOW TYP -_16,-4„ 36'-4" - 10" CONCRETE ® WALL �4 C-21 4" %2" AIR -- - SPACE2x4 STUDS ® 16" -� OC W/R-11 BATT 2 INSULA TION TYPE 'X' GWB 10 " CONC UNLESS NOTED WALL -- 0 THER WISE FACE BRICK %4" Alf? SPACE JY4" RIGID INSULA TION 8" CMU WALL Q T_TIZC[_-LF711_Ll_I_L11_L_I.1_LlJ_ -AIR-INTAKE PENETRATION, ..� :. FOR DETAIL OF MECH. CURB, SEE DETAIL C-8 ROOF PLAN %a"=1'-0" WALL TYPES 4 --- 8" CMU WALL 4 1, --- 1/2" AIR SPACE ---- ��--- I ~ 2x4 STUDS © 16" 5 OC W/R-11 BA TT INSULA TION 8 CMU- - - -- �'s TYPE X GWB WALL --- - ---,o FACE BRICK -- REUSE REUSE OF DOCUMENTS BAR IS ONE INCH ON CITY OF PORT TO WN SEND THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 0 1" WASTEWATER TREATMENT PLANT SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON BY APVD ©CH2M HILL SCALES ACCORDINGLY. 1 " AIR SPACE %2 " PLYWOOD SHEA THING 2x4 STUDS © 16" OC W/R-11 BA TT INSULA TION 5/s" TYPE 'X' GWB (SEE NOTE) NOTE GWB UNLESS INDICATED OTHERWISE IN FINISH SCHEDULE OR SPECIFICATIONS. /_---1 " AIR SPACE i r --- - %2 " PLYWOOD SHEATHING 7 -2x6 STUDS ® 16" OC FACE _ I W/R-11 BA TT INSULA TION BRICK --� \�� -Ys " TYPE 'X' GWB Mei ' 2x4 STUDS ® 16" OC 8 - _ ` �s " TYPE 'X' G WB (SEE NOTE.) BROKENOLINE ND ATTENU INDICATES ES TION BLANKETS I `2x4 STUDS (9 16" OC 9 - BROKEN LINE INDICATES SOUND A TTENUA TION BLANKETS -\ Vs TYPE 'X' GWB (SEE NOTE) CONTROL BUILDING ARCHITECTURAL UPPER LEVEL PLAN AND ROOF PLAN SHEET C-3 NWG 20 0 F 158 O. DATE NOV 1991 O NSEA22388.RD N0. o I o II T_TIZC[_-LF711_Ll_I_L11_L_I.1_LlJ_ -AIR-INTAKE PENETRATION, ..� :. FOR DETAIL OF MECH. CURB, SEE DETAIL C-8 ROOF PLAN %a"=1'-0" WALL TYPES 4 --- 8" CMU WALL 4 1, --- 1/2" AIR SPACE ---- ��--- I ~ 2x4 STUDS © 16" 5 OC W/R-11 BA TT INSULA TION 8 CMU- - - -- �'s TYPE X GWB WALL --- - ---,o FACE BRICK -- REUSE REUSE OF DOCUMENTS BAR IS ONE INCH ON CITY OF PORT TO WN SEND THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 0 1" WASTEWATER TREATMENT PLANT SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON BY APVD ©CH2M HILL SCALES ACCORDINGLY. 1 " AIR SPACE %2 " PLYWOOD SHEA THING 2x4 STUDS © 16" OC W/R-11 BA TT INSULA TION 5/s" TYPE 'X' GWB (SEE NOTE) NOTE GWB UNLESS INDICATED OTHERWISE IN FINISH SCHEDULE OR SPECIFICATIONS. /_---1 " AIR SPACE i r --- - %2 " PLYWOOD SHEATHING 7 -2x6 STUDS ® 16" OC FACE _ I W/R-11 BA TT INSULA TION BRICK --� \�� -Ys " TYPE 'X' GWB Mei ' 2x4 STUDS ® 16" OC 8 - _ ` �s " TYPE 'X' G WB (SEE NOTE.) BROKENOLINE ND ATTENU INDICATES ES TION BLANKETS I `2x4 STUDS (9 16" OC 9 - BROKEN LINE INDICATES SOUND A TTENUA TION BLANKETS -\ Vs TYPE 'X' GWB (SEE NOTE) CONTROL BUILDING ARCHITECTURAL UPPER LEVEL PLAN AND ROOF PLAN SHEET C-3 NWG 20 0 F 158 O. DATE NOV 1991 O NSEA22388.RD N0. Ty- 05.DCJ4 I al go �ni�nntinii ininn�Q K n ''1►�' �'� �'�__ mil 30"x96- ACOUSTICAL PANELS. TYP UNLESS NOTED OTHERWISE. CENTER EOuALLY BETWEEN CONCRETE BETWEEN WALL AND BEAA4S AND EOUALLY MONORAIL• LOCATE ACCUST')CAL PANEL BETWEEN LUMINAIRE 8 BEAA4 Z• ACCESS HATCHr. SEE sTRucruRAL suSPENDED ACOUSTICAL PANEL SUPPORTS PIC p PIC NEXHAU S, W F -Md CANOPY HOOD 11111111 Fla dWi b! 1, NUNN- P LVA �►-�r►�� �o ion®�o�i � I��®I PLYWOOD ON 2.8 c*iL#.c iomrs I N' &r- ASWE &VIENDED cEiLmG PFCr C. Lomol"TE REUSE OF DOCUMENTS Dombeff. fm "a =" *AM o9shad o=*- &-A a on J. mom va"m bw*K *A ON ma"off OF PRoptstmuft oftems"t SOMM is M OWAPO I V OF CHU OWL 400 2S "Of TO 0 � um. yj vmmz an 0 POW. "m #my 0"4p fAQAKT 1p Nor cm CM I CAW 1 IV32 rewsoms PER CA 76 CLS DLP I.Ebm" %4 mm"w av""NaAhow OF cKm "Ri- T." 0�1 SOW mu .o"=.c 7TM7-77777777777777777= 77 LEGEND El 0 El C-7 TOP OF CAAJ WALL Ar;a-O'AFF 0 CEILING EANXHAUST' F GWB CEtUhG c7;7 PARTITION To ROOF STRUCTURE PARTITION To d-: ASovf CEILING RECESSED FLUORESCENT LUMINAIRE. SEE ELECTRICAL FOR SIZE AND TYPE SURFACE MOUNT OR SUSPENDED FLUORESCENT LUMINAIRE RECESSED SOFFIT LIGHT RECESSED INCANDESCENT LUMINAIRE SUPPLY AIR DIFFUSER SUPPLY AIR GRILLE EXHAUST OR RETURN AIR GRILLE MAIN TEE CROSS TEE 36- 7 --ill PLYWOOD 0 --SOFFIT. TYPICAL 7-0- x CEILING ACCESS DOOR AS ,SPECIFIED SUSPENDED ACOUSTICAL CEILING (AC77J. TYP GUTTER. TYP ID DOWNSPOUT. TYP NO —\,EXTEND PARTITION TO 1. FOR MECHANICAL PENETRATIONS ROOF STALOCrURE AS SEE SH C-26. REOVIRED FOR DRAFr STOP c J 11 —'2-91 SEA 22388\C--05.CW3 - iC. "` , -. ,. u.a ._.:�.. - .. .... r ... ...._... ., ... ... _¢;-s ... _., m. . , .... _..:,::e. tea• ; �. -.�: ,... ......> �, .,. , , �:._ ..:> �.. _._ .,, _ ,.. .� , - ,.�" , . r_, ...,.. ,.. , . ,� ..... . e:•m..- , ... �. � , �. _ ,. ,..,^-"s . ,...., .. ., . » � [?<. , �;.,.,�., �.,.� >. w. .s ° :.,.�- ,� _ . - �r .. t... �.��. z�. _ �`?�. e, .,��.> �. ,x. r ,rte r_ u - ..... �-�... '�'- _ .- �.. ._ .s�._. ,.. -.. ,- s � s.,. .. . ... � ,. _-�:... �i..•c. . s. t_ .,. .4 �.� .. _. �- � s ..�.. � �'.., W� .�. ""�n.,P. �.-.,.,:,, __ .,.-, .��.,. _- _�-�- s..: ,.�.:'�s_ �-:'�-*�.._ _x�u ..� ,,. cry'- �.. �.� .'� . �..�,:. �....'&. _ �'.:. ., a. :. ..,.. _ r a.- � z -.. �, .x „r,aaa_ � s.... �. x. .>s .*... �.**<., wx.. r >�.wx.'.�' b�..r,.�:,:fe ..,.�._ .w. r♦": ... aic, �. s.. we.:x:>... .'3`�ea.x.... . ,:r ,.rra:: ...n.„ rsc . a.:(:t .. .._,_: :, .n r.s* :-�:::a.:.. ... aw,. ;?.. f�fm ... _...,_+v6 - .. .. ., a ' .. ._ . �`:,._._ __ �a :a ...... �'r, .sem . � -�r :;•,_. •..... .___ - _ -.. .,. _. _., �- ,.:.-5�'. ,.� .a:�m >< cam. v .. .:.c. �, ..,. _ , _... , � — LEGEND I PARTITION TO ROOF STRUCTURE L -- - -- METAL SOFFIT PARTITION TO 4 "± ABOVE CEILI -- ---- -- - - - - - - ---- -- - -- ----- ---- - -`s-=--- OVER SLUDGE ``"`•- LOADING AREA _111 RECESSED FLUORESCENT LUMINAIRE. SEE ELECTRICAL FORS SIZE AND TYPE — - T - -= ----- -- - - - - - - -- -- --- - - I -- - ----- BOTTOM OF SURFACE MOUNT O R SUSPENDED GLULAM BEAM FLUORESCENT LUMINAIRE DAN TYP--- - ------ - RECESSED SOFFIT LI GH T c-8 RECESSED INCANDESCENT _ ----- � I -- }---- � - LUMINAIRE A UL TED SOFFIT -- - Oil r SUPPL Y AIR DIFFUSER MONORAIL BEAM © PS -10 7, COLOR D-4 SUPPLY AIR GRILLE 9 30"x96" ACOUSTICAL El EXHAUST OR RETURN A/R GRILLE PANELS, TYP ----- - - - "Fw UNLESS NOTED O THER WISE. t CENTER EQUALLY �_------� - -- _-_ __- ----- -_--� �:.:. �: MAIN TEE BETWEEN CONCRETE BEAMS AND EQUALLY '' �� - — CROSS TEE BETWEEN WALL AND i 6 MONORAIL ------ - VAUL`TED GSB CEILING' -= _,-- -- -- Yj LOCATE ACOUSTICAL PANEL BETWEENZ - C- 7 LUMINAIRE & BEAM p,I_ .L - G WB TYPICAL WHERE SHOWN ---__ m CEILING .. --- ----- ' �--- mss" T_ 111 PLYWOOD ACCESS HATCH EXPOSED STRUCTURE- - _ -� --- -- SOFFI T, TYPICAL SEE STRUCTURAL --j - �-- SOP OF CMU WALL ❑ ❑t = 0 DRAWINGS AFF - ---- -- - -- -- fa 30""CEILING NMI 0 \ x48" 30"x72T f EXHAUST / ACST PANEL ACST PANEL VA UL TED `� FAN 1 -- GWB CEILING -- - --- ❑ - -- - - 2'-6" X 2'-6" SUSPENDED i -_ -- -` -- - - ACOUSTICAL "� GWB CEILING= ® - S _- -- CEILING ACCESS PANEL SUPPORTS DOOR AS w. SPECIFIED TYPICAL -----_ ___ i � � � :. a , o,, ' .. 4 ,':T 1w' ACJ- .. 'K'+D-..4✓$ ,.# � -i AY �;., r'v � � \ �,. sy _. C�1 G WB p FUME HOOD CEILING -- - �,\ � � � ,. � EXHAUST DUCT EQL EQL' ❑ sN' OMEN FRAMED OPENING EQL AT 8' -Opp E Q L' J `\ -� A.F. F. ---- \ - -- - ---- SUSPENDED ACOUSTICAL CANOPY HOOD w i CEILING \ � 1 \ o EQL EQL- (ACT), TYP � \ ��.�\ o 1 EXHAUST DUCTS' FRAMED OPENING EQL AT 8' -Opp E Q L' J `\ -� A.F. F. ---- \ - -- - ---- SUSPENDED ACOUSTICAL CANOPY HOOD w i CEILING \ � 1 \ o EQL EQL- (ACT), TYP � \ ��.�\ o 1 EXHAUST DUCTS' i GU ITER, TYP 1 DO WNSPOU T, TYP i SHEET C-4 NO. 21 OF 158 , DATE N 0 V 1991 0,"1 NO SEA22388.RD N 0. 1 a O __j a1_1 :. . . . . . . �14" PLYWOOD ON 2x8 CEILING JOISTS / © 16 0. C. ABOVE SUSPENDED CEILING -- NOTE: - IL 1166 �E�tsTEI�Ev � REFLECTED CEILING PLAN -- EXTEND PARTITION TO 1. FOR MECHANICAL PENETRATIONS %4 "=1 '-0" ROOF STRUCTURE AS SEE SH C-26. ARCHITECT REQUIRED FOR DRAFT STOP _i � - .�. r - R _5 DscN C. LON GM A TE REUSE OF DOCUMENTS - TE OF STATE OF WASHIPJGTU WASHINGTON = -- - DR J.BROWN THIS DOCUMENT, _ CU ENT AND THE IDEAS AND DESIGNS INCOR R HEREIN, BAR IS ONE INCH ON ORIGINAL DRAWING. CITY OF PORT TOWN SEN D CONTROL BUILDING CHK AS INSTRUMENT OF PROFESSIONAL J. CAME SEICED SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE 0 �� WASTEWATER TREATMENT PLANT A R C H I TE C TU R A L APVD OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON =� D. PETERSON N0. DATE REVISION BY JAPVD ©CH2M THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON MAIN LEVEL CEILING PLAN HILL SCALES ACCORDINGLY. ... x r .. . , _,. . . _. ,. -.,: .,. ,.;X. .. - . , r„:. e„ vr' x ..';,• r .fin>, f. w r r w _ .:^+xuu _ ,• .r M _ xM zx,xwm »rasp re o . xi < r.•> �- s =ax ,nre u tx w. ku xrrr ,k rv:-:�a,cwL. �w.m: .w'.xae+. se scavat. , ¢:xt v r �'e.: mm4, .o -uv _ ; S^u,x...§r. w.xsam6V+k+rc�'A *k..,s' t'ir ,*rX ,. vw ..>.� r.. ,ya , .. � '.. x w., f:: ,. r w. ...... - , .,n .a- ., w m,: wr . _.: r...: ✓ + '_'i:-:Y'a' "S .gr ,e °ice,..: - u 'K ” - e., c ,. s -- .. � a �.: F r.. :, ' ..., a._. ,._,.. ':. .. ., .:: ry..e_ .. ,.. ...r. ;. _ vr. ...: r..t-. r ,-w ::.n_.e s w__ � rtx.a,-.e, .-...t_x. x . xt.. v- a- av�:,. -__... .+.s .z-...7, xau.. . � a t .w n r� .,v.__..a _ .. .. .. ,..a . », w.e..:e. .v,c_ a . s xxv... _-sx. '.xm. ,. ..� _.-_ ._. re ,....,- ..z- c.. x _. -. .,v w.r. -< .. , r. .✓. ... ., r>-.. .v. ,. r. ,. i. . , .. . . , «. � ... , ,. +.. .r .. x„.,.w. r, 'vx ..« :..,+s`. .. _ _ z. a .--...trYc ... rzx +.. xa- :r ., m++<'z yr r .. ,chs c.x.. w. ✓_ a,,, a _ +n +, saw, ..c a .:a-. v.. x v .. -t +...:x a . . u ev. ,., _. 4 a .,vm- �c .. aA .a � -„ 2 a ... r .. , w _... a�at. z.e nw vu. � . ,.s, r .a,. ,._ xx .�>m .... • .+v......>. » c a e. > .,. -�. ww»a......, .». x... .n+. ae r.,... __._.,_ . .rc.. 4 ni. >.. . � ., ,,.e v. „:+<xa” a .s v_._...a:., .. ... >na- . .. ... ,. u. . .. a... ,. ec, aar .. .. _ >. . -. i GU ITER, TYP 1 DO WNSPOU T, TYP i SHEET C-4 NO. 21 OF 158 , DATE N 0 V 1991 0,"1 NO SEA22388.RD N 0. 1 11 11-12-91 SEA 22388\C-06-0VWG 12 TYP PREFORMED METAL 4� ROOFING, TYP I i i i I ! I' �I FACE BRICK -S - II- - --_ 0 -- FLOOR LINE EL 18.00 SOUTH ELEVATION %8'=1 '-0 12 (TYP) I, Ii 4 -17 --� --Ii -„ - ;r-- T , ; r u li I I �- SL UD GE LOADING AREA -FLOOR LINE POLYMER RM EL 17.33 CON VEYOR BEYOND l II I CAST -IN-PLACE DASHED LINE INDICATES I CONCRETE LOCATION OF CONVEYOR BEYOND - -- - - --- `` - REMOVABLE ACOUSTICAL 41 12 I /� FIXED LOUVER, SEE aS/M III ` -4 = l I j II FLOOR LINE W - - - 'I 'Il BELT PRESS ROOM _Z (0 �� _ i� I. 11� II I �! II FACE BRICK EL 26.00 Z z _ SLUDGE c� _ HY - EL 18. B.00NE DOWNSPOUT LOADING - - - - AREA i Yry _ STOOP = ` j_ l' 1771,- CONC CONCRETE - - - - - - RETAINING FLOOR LINE ..f` - - - - - - - - WALL BLOWER ROOM I I \ I --- ACOUSTICAL FIXED LOUVER SEE 138 SIM EL 10.00 RUSTICATION ® CONCRETE — —-------�--- WALL ALIGN W REVEALS FACE BRICK FOR j DIMENSIONS, SEE SH C-6 / NO TE: BI TUMINOUS % / / NOR TH ELEVATION VERIFY DIMENSION WITH DAMPPROOFING / OWNERS' SLUDGE HAULING TYP ON BELOW -�' �8 =1 '-0 TRUCKS. GRADE WALLS-------- RETAINING ALLS--- -- C-6 FLOOR LINE EL 18. DO - ALUMINUM RAILING A T RAMP FOR DUCT PENETRATION__ __.----------------- THROUGH ROOF - - SEE DETAIL Jc ii Ii I I C-8 LINE OF CONCRETE RETAINING WALL BUILDING FOOTING, SEE STRUCTURAL - - -- MA SONR Y VENEER CONTROL JOINT TYPICAL OF 4 THIS ELEVATION PREFORMED METAL ROOFING (TYP) DUCT PENETRA TION THROUGH WALL BEYOND TYP OF 2 -------- - -- __ CON VEYOR BEYOND -- - --- J WRINNI EMS INN 12 EYP 4 i; RIDG - FOR DETAIL OF -0" 6'-0 RUSTICATION, (--7 TI-) -'-.)LL ( T' TERMINA TE ---- RUSTICA TION 0 EACH SIDE OF RIDGE --SLUDGE • • - LOADING PRESS -•• �I�I�I��II�I�I�I■I�I■I�I■i1ltl■I�1�■II . .. - _FACE BRICK FIXED DRAINABLE � LOUVER, TYP OF 3 THIS � ELEVATION, SEE CAST -IN-PLACE j CONCRETE EAST ELEVATION %8'=1,-0" AAC/`Ll !`l IOC CIIO t,vivc.rct It RETAINING WALL WEST ELEVATION %8'=1 '- 0" RETAINING WALL BEYOND i ml IL i L� FLOOR LINE BLOWER ROOM � EL 10.00 ------- ACOUSTICAL FIXED LOUVER BEYOND SEE 138 -VTR, (TYP) SEED C-8 C-7 12 TYP 4 GU T TER i SEE ' (TYP) O II- C 7 FLOOR LINE EL 18.00 / FINISH GRADE A T BUILDING CONTROL BUILDING ARCHITECTURAL EXTERIOR ELEVATIONS c/,p5- -- FACE BRICK SHEET C-5 NOG DW22 OF 158 DATE NOV 1991PROJ , t , O. NSEA22388.RD f N0. GENERAL NOTES 1. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS 3. FIGURE DIMENSIONS TAKE PRECEDENCE 6. WALL TYPES ARE SHOWN ON SH C-3. 9. FOR FINISH SCHEDULES AND COLOR ARE TO NOMINAL FACE OF MASONRY, FACE OVER SCALE DRAWINGS. LIST, SEE SECTION 09000 OF THE OF STUDS AND FACE OF CONCRETE. 7. INTERIOR PARTITION HEIGHTS ARE SPECIFICATIONS. 4. WHERE DOOR IS LOCATED NEAR CORNER INDICATED ON REFLECTED CEILING 2. FLOOR LINE REFERS TO TOP OF CONCRETE OF ROOM AND IS NOT LOCATED BY PLAN SHEET C-4. 10. FOR ABBREVIATIONS, SEE SH A-3. SLABS AT THE HIGH POINT. FINISH DIMENSION, IT SHALL BE 6" FROM FLOORING IS INSTALLED ABOVE THE FACE OF WALL TO DOOR OPENING. 8. FOR DOOR AND HARDWARE SCHEDULE, 11. FOR MATERIAL LEGEND, SEE SH A-4. FINISH LINE. FOR DEPRESSED FLOORS, 5. REFER TO STRUCTURAL, MECHANICAL, SEE SECTION 08000 SPECIFICATIONS. OF THE CURBS, AND FLOOR SLOPES, SEE ELECTRICAL AND OTHER CATEGORIES 12. FOR PAINT SYSTEMS (PS- ) SEE STRUCTURAL DRAWING. OF DRAWINGS FOR ADDITIONAL NOTES. SPECIFICATIONS SECTON 09900. �� LL DSGN C. LONGMATE REUSE OF DOCUMENTS - THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR Is ONE INCH ON ORIGINAL DRAWING. CITY OF PORT TOWNSEND DR J.BROWN '--- PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE O �" WASTEWATER TREATMENT PLANT CHK J. CAVE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON VD rpD. PETERSON NO. DATE REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. RETAINING WALL BEYOND i ml IL i L� FLOOR LINE BLOWER ROOM � EL 10.00 ------- ACOUSTICAL FIXED LOUVER BEYOND SEE 138 -VTR, (TYP) SEED C-8 C-7 12 TYP 4 GU T TER i SEE ' (TYP) O II- C 7 FLOOR LINE EL 18.00 / FINISH GRADE A T BUILDING CONTROL BUILDING ARCHITECTURAL EXTERIOR ELEVATIONS c/,p5- -- FACE BRICK SHEET C-5 NOG DW22 OF 158 DATE NOV 1991PROJ , t , O. NSEA22388.RD f N0. E I A,55 ' " 2 IuLO'CKr,G ' - U° FRAMING ^CHOfZ w/3 - 2/2" J/AEPS R4FTjffR VE/\'17- DOLE S, TYP FOR,, /`/AILING NOTE: 1j`Ir0 2 x 2 ANOTE: IN5ULATION NOTE 1bL0CK//`/G, IZAFTE/ZS BAFFLE, 71"F POl`Z IOETAIL.S FUfZ DETAILS OF / SEE STIZUCT- FOR DETAILS SIMPSON A35 FASCIA 4, SOFFIT SEE SH C -1G URAL FOR OF I=A5C/A 4, SOFFIT FRAM1 NG OF FASCIA SEE TYP) CEFTH AND 5EE A/yCHOR AND soFFIT C_7 TYP EACH SEEQ C-7 � fZAFTEIZ --- - s L/Ac_NLINE OF EAVES AS C-7 _ _ I 3 ('ZE FEREI`lCFIJ ON PLANS, TYP R-30 ,GATT (TYP) rL E/`�TED / WOODL T'� INSULATION 2 X Co LEOGER ATC/-/ TO CML/ 2 SEALER , T17-/-1 Yl P S %Z��GSI3 CEILING WALL 1,,// :.G .:. I DOLTS IC-XFAN o ° o. a O U. ��. ) ° I I 1 T �l VOl� TK/M HN t 1ORS @ >GnOC o d I -S- 106, COL O,, �_� . . J:: IIco I = ..I To MATCH, ).ASC /A TREATED WnC�D I30T OF SOFFITPLATE W17 -H SILL FRAM INC -7 NG hA N E L S ---- --- SEA L E /Z , T Y—P 5/g„ T'YK'E X o I .:.� 514. /I blA x f2 �G wry C,E/L/NG u COUNTERSUIyK d U N CAS///G 6EAIJ -:. -}-- ANCHOR /BOLTS IZEVEAL N G' 24 G C) TYP U PA/N T )BLACK 3�4�IOIA x T2u �5EYON0) � � TYP) W � courlrElzSUNK � � ANCHOR, DOLTS 01 S 24” OC , T' 1)"p U 0 '15 01A GIA\LV N U N _V k30VV/ i5F0LIT CUTL \,/Cl<, FOS, PS - 1 O Co, COLOR o. aTO MATCH 5/f'/CK 3/4/ RcCESS, TYP IF W u CONCfZETE Ui :7)13/%OMINOUS W co; j cn � DAMPPIZOOPIrIG AT w 0LIJ RAKE WALL KE NP' SEE � J j O U FXTEIZ/OK SUR/=ACE OF N FLASHING �' l to � _ �C CMU WALL, TYP O O � N U co U O C O .�� v U C- (5 C0NsR TLICTIoN U O AT P11',E)=0KME1D METAL �� W I NOO VV SILL CID fZOOFII`IG OVEK SL/P SHEET L.UCAT/ON ILn fl C9 OVER LJNOERLAYMENT OVER PLYW10 SHEATHING b., m -- ,. ° :. �:- ° . tQ 11J 3 4.'I IZ/Glo 6"CMU WALL Lu (o� —'�- ^N j INSULATION FOR IRE/NF ERS c 2 X RAFT IDOWN5/0OLJT ST/ZAP U SEE STfZUCTURAL U @ Co' -O" M^X 5PAC/NG = 0 V FO/z, ,OEFTH ^NO COLOK ANO FINISH TO / U �i j, SIAGING MATCH 100WN5P0UT d' METAL THKU WALL FLASHING TfZ/M 15E7"0NO INSTALL hlCLr'HOL OASI4Eh LINE wolcATEs - G01",10IT101-1 AT SIl7ENALK I. o o . o IJRAIN SHOE a :. r=LOUR LINE hUT OF FIN. GKApC o z: rv_:QQO CANOPY CL VAIZ.IGS o::) OR/P L_ J FLOOR LINE U U ---J —-------- -- _ ` :. :'.�;•: ..� �----moi �. blT-UMINOL/S PREFORMED METAL rJAMhPI�OOFI/`/G SOFFIT I�'ANELS TYPICAL OI`l i - FUIZ SIMILAR Wi°�LL , BELOW GfZA/,7E Wi�LLS �' ;•. • � �' . .�� � FOOT -//`/G /yOT')E- S, EL fCn. 3� !OETAIL-S AND REINF O� 5 9 12 a SSE SEC TION �TYF) Q � � ••�°�0- ..:.:.,o:. EL 15.67 /ZOOM FL LINE IF -- O F02 S/M/LAK NOTG-S D: o: .p.o: AMID FOOTII'IG Cn DETAILS, SEC- WALL SECTIO/`/ 14 C-7 WALL SECT/ON A WALL SECTION WALL SECTION C f u = 1 / - U " C-5 C- 19 u = 1 _ U u C_5, C_22 I _ _ o# C_ 2 C.5 c- 20 C-ICC-213 REGISTERED DSGN REUSE OF DOCUMENTS SHEET O-6 ARCHITEC ���� DR THIS DOCUMENT,N THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CONTROL BUILDING AND CITY OF PORT TOWNSEND DWG23 OF 158 PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p i.. WASTEWATER TREATMENT PLANT ARCHITECTURAL NO. iPJt iit rlN,�iilvuTON I ♦ CHK J CAVA IF NOT ONE INCH ON DATE NOV 1991 1 USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT JEFFERSON COUNTY, WASHINGTON APVD WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST WALL SECTIONS PROD D i�=Tl✓IeSON NO. .DATE REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. NO SEA22388.A1 Ell E PSIE-FOI,ME/D METAL hDOFII`IG Zr_ Uil 4 - G OVER SLIP SHEET UVEIZ U1`/OElZLA1'l�lFl`I T OVEN ll`I SULAT/ON /0LYWUC�I.� SHEATHING 4- NOTE 2 LINE -OF EAVES E)AFFLE , TYP NOTE: DOWN5100UT STRAINER g af CT- p FOR !-DETAILS 2 x 15LOCKING FOIZ DETAILS OF GUTTER 5TRAP5 �- OF FASC/A W/3 - 2V2 "b/A VENT SEECIA Il, SOFFIT P 3 -U OC (TYPE CONTINUOUS 2 x Co ANO SOFFI T SEE HOLES, 'L ,TYP SIM105ON A35 SHAPE TO FOLLOW FRAMING — GL GA (MIN) — � ANcrloR OR Ou TT"ER . FINISH 2 /ZOOF SLC7/aC- Nct-1 L, TYP LINE OF EAVES TO MATCH ROOFING 2, x RAFTERS , Eft ��TEP 2x6 CLG PP\OVIDE EXPANSION ,�� SE.E STRUCTURAL FOK JOISTS 1-10INT5 (S 5GI-olloc DEPTH , '510 ACING @ /G r' O C MAX PEI, SMACNA /LATE h5A l G CONNECTOR PLATE (rYP) 1- SI Ml�sc�l�l t13 �hAIvRIN� �tNcHolZ R-30 ,6AT7 <TYP , OUTLET AT�C1_1 ZX INSULATION TU3E T0/DIA ALv _ AT °° ,LoclIN5EE DowNSPUUT 3/8"Dlf� EXP .�NCHC�Izs ° G /G"O C CTYP) IN CMU d ]=UR CONT SEE ° WALL5, LAG %JOLTS 11`I 5/utHGTOF \-GL cot-3T 2 x 4 C- C ° ° 6-2 BULAM /5F_/4\m METAL D STUD WALLS AT /3EY0/�lL� s�E LEDGER RCC)[-/T TIZEArEC7 2 x4- OPENIWIl`IbOWS FASCIA CJVEIZ �5L1JG I N 2x4 CLC:,, JST FELT OVER /='L WD° ° 2 x 4 FRAM/NG _ d 1C" OC SHEATHING 8'- n % HG ° OF OPNGU. 2 2 2 2 AT CJUOIZS `" V0 = 0 y— a � GYPSUM � (,9 � �2• U U 50FFI r lav ¢ 2 2 4 -1 4. C�lLll`lG NI u Op /2 G LTH yG � 'I r �PLYWO SOFFIT SH ATHI � 5 � TYPE X / O W/ 6d N^/LS GW6 W1 MET E,OGE @ G'/ ALL EOGE5 ETAL/ 12 FIELIJ, IQ cn Fb AGGEN All - METAL SHEVIA VIA m LF ,D/ZlC' 2" REVEAL T F. PROVIDE d c - - TO MATCH IZGOF PANEL )bLOCKII`1G AS /ZEQ'1J �� U SEE b�%-i�IL _ _ { CE OF a- � Fid 2 x 4 snubs colyc Wi'�LL -NQ) rI o �N ,� N , , - -� -� `o z FASC/A S DETAIL 1 F CMu 5/8 T YIo X .. ri - I - OR STUD Gw� U c.0 r, ix. F.::, 3 n=_ O U C-3 WALL c0 d�� cRM/c T/LLI (T p) rtu TYI" WIl`Ioow SILL HOT T w i METAL /:�,l UGE Cf; P -- -., ._.... _..... Z 2'95 VENT HOLES - ? e f2"oc Wl PLASTIC VENT SCI9,EC-N W,ESC! ITCHEo!`!, TYP U EAc_,H 6/0E • OF FASTEN ON S' IDGE BEAM 6^7 eE VENTL^TIOM NGOpRE E GLOSU/ ANCtIORZ STRIP U PANEL FASTEN ,CSE%WEEN SILL HGT AT W-1 Y //`/STALLAT/ON CLIFF TENS II MAT O -/K001=PANG-L i U cn - IZ-11 ,GATT ,6LOG PAIOEIZ / 3,4 n rl 1A x 92 SLIP StFE-T AND _ l 5ULATION ANcwOR ,bOLT5 - U N THR Ll WALL ,� LJNz7ERLAYMENT �� \ RZIfJGE GLULAM FLf'�SHII`IG, TYP " ¢ -d OC f ON f LYWD SHEATHE 6Er`�1�1, SEE U srrzucruRAL N 5CHEOLILED /�SLAION Ely. FLOOR R/OGE OETAIL Q' Z FLoop,, LINE 15 C •�.�do� . •;•o . •.� O,' o. � FIl'IISI-1 G(Zf'�L�E •,.'.:. ;` : : -..I _ -.. n .... •.4-4 .c`,.. _ ELEVf�7-10I`l Vi�IZIES C� 131A HOLE :a co ca ll -Y SUb-FLOOK ,i TYP 15ATTlEN-I=OLD ENO VALLEY FLASH/IVIG TO GUT 51?QcK I %4. IO EMOL,DED - MATCH hOOF F,4NEL TLEATEO 1-J000 AS ,�EQUICzED - JOINT FILLER CLOSURE � SEAL. w PLATE SLED C7,YP) o_ HOLD DONN C7Yf � 'Zu SA�pwoYE� CoI�III�I CLEAT RETAIZIJ ' d:• .... ..Oo'. • COMPACTC-lJ GRANULA2 ° C ° C IbACKFILL TO UN015TUKt5F-D R � 4.: EA IZrH •.off.' `: o. •::0.:•. � �`•:` %2rr rrr �� 0 2'1 R/G IID rz ri FUK S/M/L/"\IZ NO7-ES ANO /NSUL Ar/ON rY,o FOUT/l~lG /DETAILS SEE SLID' SHEET AND WALL SECTIO/`/ INSTALL WEEPHOLE LINDEP LAYMENT ON l\EINF AT FOOT-ING, Co rr PLYWOOD SHEATHII`lG SEE WALL SECTIONVALLEY GLULAM /SEAM 1'- 1114' •--� SIM 3/r PLAN OOF F/ZAMING WALL 5ECT/ON C> WALL SECT/ON E VALLEY DETAIL 3 1" ,r -Qu C -5,C-23 i/� 'r_O,� C-2, C-5 3l1= Ir_ pu C_3 DSGN REUSE OF DOCUMENTS SHEET C_� � THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CONTROL BUILDING x� � P��f>a � DRAWING. CITY O PORT TOWNSEND DWG 24 OF 158 j I DR Q PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL CHK SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p i^ WASTEWAT R TREATMENT PLANT ARCHITECTURAL A ~ .J. CAV(✓ USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON DATE NOV 1991 APVD WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. 'THIS SHEET, ADJUST WALL SECTIONS AND DETAILS PROJ t7. L.1�ET�RSON NO.DATE REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. NO. SEA22388.A1 C�7 U SEALANT METAL FL ASHlI-I G /"fZEFOIZ luI E D METAL RaoFlrrG OVEI, SLIP SHEET OVEiZ LJl`/DEK- LAyMENT OVE/2 FLYw000 SHEATHING —� fRGGF CLIP TOP CLOSURE SET IN A ,SED OF SEALANT —FACE OF CONC WALL PIZEFAr-)R.ICATE0 /zEGLET AND COUNTEKFLASHING d� —FORMED ANGLE W/ SELF TAPPING SCP,EWS r' 12- "OC FIELD ,C)END 101V VEL UIP AT END AND APPLY SEALANT — NEOPfZEI'YE CLOSURE SET IN A l 5E O OF SEALANT PITCH b1R,,.EA& FLA5HING�� 3 11 = 11 _ 011 0EFLECTO/'Q, PLATE Plz E Fi°� �� I cATEl� KOOF cuR� — (M)rzcm CQPT NOT SHOWN) C O LOK TO I-lATCH P\001= PANELS PREFOF, M Eli METAL. /ZOOF/NG 2x IZIAFTEfZ52 FoK SPACIMG SEE STfZUCTU/ZAL 4?E.C!Si:_iic✓ x 1. .. iON f C -3,C-20 1 o'I MAx WITHOUT FACE FASTENIl`1G OVE/Z PL Y WOOD FACE OF CONG WALL RAKE WALL FLASHING i2\ 3u = 'I _ UIl 100 Z_ SLIP SHEET OVEK U1`I0ERL.A1'MENT OVER PLY WOOD SHEATHI/`/G R- 19 bATT- I NSUL A TION Lj1pmE"T CLJ/?_..-D = fAP N c� LC &w � J. GAVE D C)L. P1=TEIZSON NO. DATE __— — MELD FIELD PANEL LIP AT Brio AND APPLY SEALANT NEOPRENE CLO SLJP\E o SEALANT SET 1N A /3FAlJ OF sEALA � r v � C9, C9 FA5TE NI NG HOLES L.00AT/OI`/ cY SPACING AS /RECOMMENDED 1�5 Y C uK /3 MFfZ C- 3, C -Co C -20,E-21 'T��LEAD FLASHING 13ENT IN510l= VENT VENT PIPE. EATENO 2-0" MIN A50VE MCOF'EL . FA5TENING HOLES METAL � /FLASH/NG COI`I E lbY I �= GOitNEfZ METAL fZOOFII`/G MFK SEALANT (TYP) CENTE1QE0 1�ffTWEEN /�� l�F / NEL C4 -,OWNS. i / I o i o � o CONC 13/21 T1'I-DICAL AT 5LLJlJGE 1211 x 12" 0 LOADING ^SEA 4��— CONC CUL f �EYGI'lD COT -Tom CL.03U1l�r_ (TYP) FOR ANCr-IO&ING � o � F1'QOVIDE OPNG /�, o I N 1G=f= fel C L PreoVDE F .14C K FUM VnNT 5/7,F= ALTERNATE A5 IeErr�D. An CFTAIL.-I Cr IN5TALLATION METAL DECK A5 PZEC>MM E'`ID+ED 15Y FLASHING /by r4f,0F NEL MFR . METAL KOUFING MFR CONTOUREL AT VEN T- THI`ZOLJC.�H KOOK H OOFTo PANCL fZl,6S AS �D f TAIL � sHU�1 N NT5 C-3, C- 5 SEALANT ALL A fZOLIl'-1 L) —_ CoLjNTElZ FLASH IG c� SST COLL AK CLAMP 20 GA S S T FL ASHII`I G COLLAR 11ICLK (rrP) A GQLJ^P E OPENING 11\ND CUfZ,6 - STORM COLLAP-, by ,DUCT MF1Z ,DECK FLASHING OVEK SLIP SHEET OVE/Z UNOERLAYMENT OVER L PLY WODO 5HEArf 1I NG 1300 S L E 2 x 10 TOIL' 4, BOTTOM (eDETWEEN /ZA F TE S,S 2 x 1ZAFTE-/Z5 SEE ST1ZL1CTu/?,AL 000r5LE 2 x 14- FfZAMING TYP 4 510E5 OF OPNG fzllo AS SHOWN TO FOLLOW SLOPE OF ROOF ,DECK OUCT ROOF PENETRATION G-3, C-5 ' II = 1 I _ dll G- 3,C-5 REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION BY APVD I Cc)CH2M HILL SCALES ACCORDINGLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON NOTE FO K DETAILS OF FASCIA, SEE C-7 oUTLIrYE OF 5%4 IIx 12 GLU- LAM IbEAM H1, RA F rEfz TOP OF 12'I x 1211 CONC SEAM AT H/P 2 x IZAFTE&5, SEE STKUCTLIKAL -� i 2 x4 F��AMIG G2 -D OC TYP EA 5/BOE OF ,6EAM ATTP,CH TO bM Wl MET. CL/FS AS R�EQD SECTION � C-3, C- 20 CONTROL BUILDING ARCHITECTURAL ROOF DETAILS SHEET C_$ DWG 25 0 F 158 DATE NOV 1991 PROJ No. .SEA22388.A1 METAL � I �= GOitNEfZ TfZ I1�/I, %YP El`10 cAP I 1211 x 1(5" 14aTAL PANEL SOFFIT, ! CONC 13/21 T1'I-DICAL AT 5LLJlJGE 1211 x 12" 0 LOADING ^SEA 4��— CONC CUL SILL SEALER LINDER �EYGI'lD TREATED WOOD PL^TE , FOR ANCr-IO&ING LS, S,E r✓ � pTYP) C (� l W J C -G U 0 SECTION � C-3, C- 20 CONTROL BUILDING ARCHITECTURAL ROOF DETAILS SHEET C_$ DWG 25 0 F 158 DATE NOV 1991 PROJ No. .SEA22388.A1 mb, 0 477IRR/f---11 n"N -- NOTECOORDINATE ALL SERVICE FIXTURE .LEGEND ,, 30 36 36 36 36 30 :. r LOCATIONS WITH MECHANICAL, SYMBOL DESCRIPTION SPEC ELECTRICAL AND I & C DRAWINGS. .TYP COLD WA TER A TCUP SINK LP -1 �-----FUME C-11 -- SLIDING GLASS --� UNDERCOUN TER SAMPLE PREP UNDERCOUNTER HOT &COLD MIXING FAUCET LP -2 HOOD DOORS AT WALL_CABINETS, TYP KNEE SPACE ---� FUME HOOD LFH REFRIGERATOR -- - - - �\ ►r� - =- - - — — _—_ SA SH - __ -_--_ --_= PLUG MOLD, EYE WASH (HAND HELD) EE -1 PULL- AIR LP -1 TYP BOARD __ _ 220V VACUUM LP -,3 c_ ' • �� SINGLE GAS COCKS (DECK MOUNT) LP -3&4 �- COLD " r---- -� r- ---� r-- �r-- —� _ FIRE BLANKET -,\ — - I— I—I — J I I �- — — — I —I — I _ N ,- _ © WA TER ',,K7—LP-4 DOUBLE GAS COCKS DECK MOUNT LP -5&6 -�D �_� " - r- LP -1 ( ) — — — — — I I BASE I I - � I oa 11OV, 4-PLEX RECEPTACLE - - LP -1 VENT - REF REF COMPO TA TION/MICRO- RECEI VIN G/TES T A REA I _ KNEE _ KNEE _ FCAMMABc S & ACIDS - SPACE SCOPE BALANCE AREA FIRST AID KIT L SPACE SPACE KEEFFIREA AY - -- --- \ \ 1 ® DESIGNATED ELEC CIRCUIT, 220V _ ____ �- -- I LABEL . F. EXT -1 BOD FILES �\ � LIGHT SWITCH „ „ INCUBA TOR --\ FILLER- 15 30 _15 _-_30 -15 -�-- _--- --- 60 _--__-� 36 -18 24„ 24 2” FILLER - ---3 -- - - - --- --- - 8 - — -- - - -- \� - -- — EMERGENCY 110V, PLUG MOLD PANEL PTD -2 SHOWER COMPO TA TION,IMICROSCOPE RECEI VIN G,/TEST AREA ABOVE Q RS -232C COMPUTER CABLE BALANCE AREA. © TELEPHONE JACK LABORA TORY C-111 (EAST WAL L REAGENT �- GLASSWARE A-3 OVEN/INCUBA TOR SHELF ---- - -- -- _ WASHER L CLOCK CANOPY HOOD �s "=1 '- 0„ L CH -------------_ - --- ---- __ -� \ � - - - -- BOD AREA `�' SOLIDS MICRO. A REA_ • LSK-1 TYP I EQL EQL — LAZY SUSAN, TYP i LSK-3 LSK 2 UPPER CABINET TYP —, -- -- - _ 11,11111 i!ililllllll;l DRAIN RACK UNDER WINDOW,\ EPDXY RESIN GLASS STILL & SEE DETAIL _--- COUNTER (TYP) RESERVOIR TYP C-11 ENLARGED PLAN -LABORATORY �] 36 --�.- - - 36 „---- RECEI VI N G/TEST AREA LABORA TORY= 3/8„=1,-0„ 30” 12" GLASS STILL 6" JD & RESER VDI R -CANOPY LP -3 �k- \ LP -3 \ HOOD LP -4 LP -4 __ FLUORESCENT LP-4� o LIGHT DRAIN PTD -2- DRAIN --- --- - EE -1, TYP LP -1 I RACK -EE-1 LP -2---_ RACK 1 - --PTD-3 °o —-77 7. v 7 PLUG MOLD TYP 6 BACKSPLASH — - - _ _� - I 'LAZY SUSAN L_SK-1- LSK-3 I I TYP AT CORNERS - — — -- - - — LSK-2 - - IF 9 ll�:l 36 154 60 18 30118 . �a -—-- -------atr -- - --- --- - - - -- - -�-FILLER B. O. D. AREA PENINSULA SOLIDS, /MICRO AREA LABORATORY c-111 (WEST WALL). naa *REGISTERED DSGN C.LONGMATE R STATE _ B.LAZARO CHK J. CA VE 1=32.0 _ m -- APVD D.PETERSON NO. DATE REVISION I BY APV 15 "1 30” 30" B. O. D. AREA GLASS STILL & - RESER VOI R -- PTD -3 --LAZY SUSAN SOUTH WALL SOLIDS/MICRO AREA PENINSULA LABORATORY �8Pp- 1'-0„ EMERG. REAGENT SHOWER — SHELF CUP SINK \ 84" `� LP -5 (VACUUM) LSK-1 ----- - PLUG MOLD, TYP 00! -I_ -- LP -6 (AIR co -- GLASSWARE WASHER LP -1 �-• 30 -- - 24_- .� 24--_�-- 36„ --- -_� B. O. D. AREA PENINSULA LAB ORA TORY -111 FLUORESCENT LIGHT -- CUP SINK LIGHT LSK -1 SWITCH -- _ 418„=1,-0„ 6 „ ID �I.__STUD WALL F/ f INCUBATOR O 0lop EL LP -1 --LP-3 i \ FL �� LIC _ -- -O FIRST - \�\ i AID KIT LSK-1 xj r-7 111 11 -- --� RECEI VI N G/TEST AREA LABORA TORY= 3/8„=1,-0„ 30” 12" GLASS STILL 6" JD & RESER VDI R -CANOPY LP -3 �k- \ LP -3 \ HOOD LP -4 LP -4 __ FLUORESCENT LP-4� o LIGHT DRAIN PTD -2- DRAIN --- --- - EE -1, TYP LP -1 I RACK -EE-1 LP -2---_ RACK 1 - --PTD-3 °o —-77 7. v 7 PLUG MOLD TYP 6 BACKSPLASH — - - _ _� - I 'LAZY SUSAN L_SK-1- LSK-3 I I TYP AT CORNERS - — — -- - - — LSK-2 - - IF 9 ll�:l 36 154 60 18 30118 . �a -—-- -------atr -- - --- --- - - - -- - -�-FILLER B. O. D. AREA PENINSULA SOLIDS, /MICRO AREA LABORATORY c-111 (WEST WALL). naa *REGISTERED DSGN C.LONGMATE R STATE _ B.LAZARO CHK J. CA VE 1=32.0 _ m -- APVD D.PETERSON NO. DATE REVISION I BY APV 15 "1 30” 30" B. O. D. AREA GLASS STILL & - RESER VOI R -- PTD -3 --LAZY SUSAN SOUTH WALL SOLIDS/MICRO AREA PENINSULA LABORATORY �8Pp- 1'-0„ EMERG. REAGENT SHOWER — SHELF CUP SINK \ 84" `� LP -5 (VACUUM) LSK-1 ----- - PLUG MOLD, TYP 00! -I_ -- LP -6 (AIR co -- GLASSWARE WASHER LP -1 �-• 30 -- - 24_- .� 24--_�-- 36„ --- -_� B. O. D. AREA PENINSULA LAB ORA TORY -111 FLUORESCENT LIGHT -- CUP SINK LIGHT LSK -1 SWITCH -- _ 418„=1,-0„ 6 „ ID �I.__STUD WALL ?E ANKET EXT -1 JORESCEN T 7'H T LSK-1—� SOLIDS/MICRO AREA COMPUTATION/MICROSCOPE BALANCE AREA LABORATORY (NORTH WALL 3/8 1,_ 0 pp V F/ f -----CANOPY BL HOOD ---' L ---- --72 - -.-- -LP-1 220V i \ FL �� LIC ^O r-7 111 11 -- --� ?E ANKET EXT -1 JORESCEN T 7'H T LSK-1—� SOLIDS/MICRO AREA COMPUTATION/MICROSCOPE BALANCE AREA LABORATORY (NORTH WALL 3/8 1,_ 0 pp V s 0 11 -t9 -o1 CF�A77iRR\r-oQ nw(: 30"x96" ACOUSTICAL PANEL, TYP 5'-6"+ 6, 0„ 6'-0" 6, 0„ 8, 6„ NOTE: SEE SH C-19 AND C-20 FOR INTERIOR ELEVATIONS OF EAST AND SOUTH WALL OF BLOWER ROOM. OU TLINE OF ACOUSTICAL FIXED LOU VER BEHIND SUSPEN ACOUSTICAL PANELS - - 2 - 30"Wx72"H SUSPENDED ACOUSTICAL PANELS SEE DET. C SIM MOUNTING HEI GH T TO MA TCH ACOUSTICAL PANELS AT EAST WALL REGISTERED qtw J. r STATE OF WASH I MGTOp 1=32.0 wEsr WALL BLOWER ROOM 3/s"- 1p" NORTH WALL BLOWER ROOM-Yyt= -C_ot$ CONCRETE BEAM, TYP CONCRETE PILASTER 30"x96" ACOUSTICAL PANEL, TYP *ADJUST LOCATIONS OF ACOUSTICAL PANELS IN FIELD AS REQUIRED TO AVOID PIPING & PILASTERS. 6'x4' WRITING BOARD (SEE SPEC SECTION r, r, ., N EXTINGUISHER CABINET -CONTROL ROOM Lc--i-o-11- 'y 1 "- 0 " RH {�E r i PTD -1- NORTH WALL 2" MIN CT BORDER AROUND PTD -1 -L 36" 42"X42"X 1 1/4" DIA GB -1 - TPD - N WC ' -- SLOPING TOP ti MICRO WA VE - - - LOCKERS A-2 --- -_ ` o _ 6"± FILLER ? -- - -, 6 „ PLA M 13 1113 PTO -3 Q cv (TYP EACH o --- - SIDE K.SK- 1 -- EF i i PLAM CASEWORK _ 1 Z W/ PLAM - _L==_jLL= = — _ CERAMIC -- TILE BASE Ej COLOR C-1 C-11 3 ± L O CKERS I c-104 3/a "= 1 "- 0 ” EAST WALL LAV o 21" 21 18" 18",18" NO TE: MAINTAIN 1 1/2" CLEARANCE BETWEEN GRAB BAR AND WAINSCOT FOR ACCENT STRIP DETAIL SEE SH C-12 �jZU i c i llIF- JANITOR D _Y811=1 „_ 0 „ Z : I CERAMIC TILE WAINSCOT COLOR C-3 MOP SINK SSK -1 CERAMIC TILE BASE COLOR C-1 C-11 r SOUTH WALL N --y- NO TES: 1. FOR IN T. ELEVATIONS OF CLOSETS AT EAST WALL OF CORRIDOR 103, SEE SH C-12. 2. FOR ADDITIONAL INTERIOR ELEVATIONS SEE SH C-19 THRU C-23. MICRO WA VE - - - A-2 --- -_ ` o -, 6 „ PLA M 13 1113 PTO -3 cv BACK - SPLASH --- - K.SK- 1 -- EF i i PLAM CASEWORK _ 1 _ W/ PLAM - COON TER- TOP 3 ± FILLER PANEL- 24" 5'p 18 36" KI TCHENE TTE c-162 NO TE: MAINTAIN 1 1/2" CLEARANCE BETWEEN GRAB BAR AND WAINSCOT FOR ACCENT STRIP DETAIL SEE SH C-12 �jZU i c i llIF- JANITOR D _Y811=1 „_ 0 „ Z : I CERAMIC TILE WAINSCOT COLOR C-3 MOP SINK SSK -1 CERAMIC TILE BASE COLOR C-1 C-11 r SOUTH WALL N --y- NO TES: 1. FOR IN T. ELEVATIONS OF CLOSETS AT EAST WALL OF CORRIDOR 103, SEE SH C-12. 2. FOR ADDITIONAL INTERIOR ELEVATIONS SEE SH C-19 THRU C-23. 1 2 3 I 4 I 5 ' v 4-0 WALL LINE \N I F I I x 4 CONT l,!jl x 3 GUT fl S SHOWN i 14`l PEG50A 1P D W ` � J� � I U � SLOPING TOP 13>' LOC K �� M FfZ . -- I7// MSX Co" POLYETHYLENE - - L Ev�lz HaNr�L� PEG S ON COUNTED -TOP MATE 1A n 5/8 8OL TS W1 DRAIN TfzOUGH W,g SHEf�S ,SLIP I PLASTIC LAMIN/-1TE A ' JOINT ALL EXPOSED PAc�S Y N LOGKEfZ ANGLE �I 3/ill EXT PLYwd o SEfzfZATED HOSE '` 4 \ :I CONNECTOK / FILLER FOIZ DfZA I lam! r Z ANGLE o Do +O O d- IF 'JK(3I G3x4./ FOUfZ SIDES,, D IKA IN fr"1 C ,3 ill = /� 011 LOCKEf� 24'l EXTEND ENDS ASWELL) ALL �PIKE FI`Ii5 1CATED � C-� METAL WOiZK8ENCH SHOWN! BOLT 3/l�� STAINLESS STL TO STLIbS. CARRIAGE BOL Ts TJAMB / Scr�EW ATTACH EACH ENO \ / l�2/ TYP I 3"- I` o" PLY D TO � /� I'-oll CHANNEL FACE OF 3-2xG HAI�bWD FLAT 2x4 BEVELED FINISHED WALL I I SLEEPEfZ 3 CAST-IN-CONC SST L3x3x /leo EACH END 2x9 BLOCK/ NGZz 2„ /2 l3ETWEEN STUDS -318 LJL 2DlA SST L1\0 rbOLTS �3 EAGH END I /4 1�.JF _ B VEfZ/FY ,O/M N1 R LOGKE,� MFK FEG50AP\D DETAIL 1 f3ENCt-I DETAIL. (400- LOCKEP\ DETAIL 6 VANITY DETAIL 8 NTS C I�2"= /.O„ C_2 /I O" C-10 C-10 1 G�1 COAT It�CK AS SPECIFIED. ATTAG/-1 TO WALL W/ SST EXPAN8/0N ANCHOfZS - I. WALL HUNG CA51NET 3 OOD PLYWOOD BAND AS SPECIFIED WELD 2x/2 W/ ICS GA SST- / SOFTW WELD GOIZNE;fZS AND ALL EXPOSED EDGES SEAL ALL AROUND SLIDING GLASS - - DOOi*\S /,, Co0`� I„ COAT HOOK (5 TOTAL) 'cftj _ O ADJUSTA�3LE I2>02 /2 G , L BOLTS CONT 1x3 CCoUNTFIZS NK STGGEZ) I8" oG TOP BOTTOM �— O CONT 1x3 REAGENT BACK I" DIA SST ROD W1 - PLASTIC END CAP� I = C ELECT�zIcAL. � (12 TvT^L.) s G MULTI-OL/TLET ST/z/p 3O" /�� SEf�VICE FIXTUi:E TILEO� % 1x3 CLEATS I j ; �WHEIZ� fZEQLIIfZED � - �; !, �� PAT E" poor -J -a o C -FOXY /eES/N lO -EPDXY F,' E51N ' CONT 1x4 VERTSCOLINTEIZ TOF c -l2=' 4'-0" OC MAX -NOTCH :z � courlTEf� I Cep �S S/HE cIFIED THIN SET CEP\AI`�llG FOR HOR/Z 7x3'S AS S/ CCIFIEl.7 � , . TILE WAINSCOT-- CUP 5/NK N/HEfzE TROUGH TILE PATTE1�N zz i CUP SINK Ol'\ 11OLITE AGCY CMU WALL 1x2 VERTICAL TRIM I; fZEQUIPEo '� WNERE fZEQ'O Do//,4l\/ WAINSCOT = _ °0 Z TOIL AND A�ESS FACE RAIL Ot d — 24/l D"WEK (TYP) BASE CA61NET GUS :I MECH AS SPECIFIED L________ i ELEG ADJUSTf�f3LE SHELF _ MECHANICAL 4" CMU, FILL CE/zP,/NlC TILE t --CHASE SEE SPECS. fZ ELECTf�ICAL N/ ONOUT ADDITIONAL CONSTIZ � /ON MOR TAIZ 8Eb__--_ - I N FORMAT /ON I CHASE - �' i REI NFO/ZGEMENT PROVIDE ACCESS � ------ CONT 1x4 vERTS PANEL AG ALL sLOP� THIN SET y2" FT a 4'-C" OC MAX -NOTCH PLUM 8I N cE/z. FOR HOR/Z 7x3'S P/PE CLEANOOTS.F- 2x4 2x4 COOP,01NATE W/ MECH7 SCHEDULEIJ _ o r PLAN SECT ION BASE AS SCHEDULED 1/ 3„ PROVIDE ACCESS PANEL AT %2"STUD IN � � O' �` � J D ALL LUM8ING VALVES PIPE EXP ANCHO/Z 2-�o I FLOQIK Df�AIN 2 A P O T E W/ MLGHIL ) wSECTION cLEANo�uTs, CO tzD/NA E STORAGE SHELVES (*2*" LA f3 CA 13 /NET SEC TION FENIN5ULA SECTION 7 COAT BOOT SACK DET <3 C-2, C-22 I`/= /Lo" C-9 C- 9 1%2" _ l� o" G-2IC-19 Eclsrr�DSGN,�mv�n� REUSE OF DOCUMENTS CONTROL BUILDING SHEET C-11 ��.I�, ✓T THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND DWG N DRJ PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. NO 28 OF BJH SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p WASTEWATER TREATMENT PLANT ARCHITECTURAL DATE NOV 1991 L'°'`�' �'YR '$ ♦ CHK J Ci�YI✓ USED. IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON INTERIOR DETAILS ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. APVD THIS SHEET, ADJUST PROJ m n-s...R- ,. .,, " pL. ��T�ieso�l SEA22388.A1 NO. DATE REVISION BY APVD �,CH2M HILL SCALES ACCORDINGLY. NO. I s,..,...Jf "rS.r7777=:7. ,a 777 I 5.v„e _. $F we (:J // // 33 fT Q O q O O O O SLOPING TOP 13>' LOC K �� M FfZ . -- I7// MSX Co" POLYETHYLENE - - L Ev�lz HaNr�L� PEG S ON COUNTED -TOP MATE 1A n 5/8 8OL TS W1 DRAIN TfzOUGH W,g SHEf�S ,SLIP I PLASTIC LAMIN/-1TE A ' JOINT ALL EXPOSED PAc�S Y N LOGKEfZ ANGLE �I 3/ill EXT PLYwd o SEfzfZATED HOSE '` 4 \ :I CONNECTOK / FILLER FOIZ DfZA I lam! r Z ANGLE o Do +O O d- IF 'JK(3I G3x4./ FOUfZ SIDES,, D IKA IN fr"1 C ,3 ill = /� 011 LOCKEf� 24'l EXTEND ENDS ASWELL) ALL �PIKE FI`Ii5 1CATED � C-� METAL WOiZK8ENCH SHOWN! BOLT 3/l�� STAINLESS STL TO STLIbS. CARRIAGE BOL Ts TJAMB / Scr�EW ATTACH EACH ENO \ / l�2/ TYP I 3"- I` o" PLY D TO � /� I'-oll CHANNEL FACE OF 3-2xG HAI�bWD FLAT 2x4 BEVELED FINISHED WALL I I SLEEPEfZ 3 CAST-IN-CONC SST L3x3x /leo EACH END 2x9 BLOCK/ NGZz 2„ /2 l3ETWEEN STUDS -318 LJL 2DlA SST L1\0 rbOLTS �3 EAGH END I /4 1�.JF _ B VEfZ/FY ,O/M N1 R LOGKE,� MFK FEG50AP\D DETAIL 1 f3ENCt-I DETAIL. (400- LOCKEP\ DETAIL 6 VANITY DETAIL 8 NTS C I�2"= /.O„ C_2 /I O" C-10 C-10 1 G�1 COAT It�CK AS SPECIFIED. ATTAG/-1 TO WALL W/ SST EXPAN8/0N ANCHOfZS - I. WALL HUNG CA51NET 3 OOD PLYWOOD BAND AS SPECIFIED WELD 2x/2 W/ ICS GA SST- / SOFTW WELD GOIZNE;fZS AND ALL EXPOSED EDGES SEAL ALL AROUND SLIDING GLASS - - DOOi*\S /,, Co0`� I„ COAT HOOK (5 TOTAL) 'cftj _ O ADJUSTA�3LE I2>02 /2 G , L BOLTS CONT 1x3 CCoUNTFIZS NK STGGEZ) I8" oG TOP BOTTOM �— O CONT 1x3 REAGENT BACK I" DIA SST ROD W1 - PLASTIC END CAP� I = C ELECT�zIcAL. � (12 TvT^L.) s G MULTI-OL/TLET ST/z/p 3O" /�� SEf�VICE FIXTUi:E TILEO� % 1x3 CLEATS I j ; �WHEIZ� fZEQLIIfZED � - �; !, �� PAT E" poor -J -a o C -FOXY /eES/N lO -EPDXY F,' E51N ' CONT 1x4 VERTSCOLINTEIZ TOF c -l2=' 4'-0" OC MAX -NOTCH :z � courlTEf� I Cep �S S/HE cIFIED THIN SET CEP\AI`�llG FOR HOR/Z 7x3'S AS S/ CCIFIEl.7 � , . TILE WAINSCOT-- CUP 5/NK N/HEfzE TROUGH TILE PATTE1�N zz i CUP SINK Ol'\ 11OLITE AGCY CMU WALL 1x2 VERTICAL TRIM I; fZEQUIPEo '� WNERE fZEQ'O Do//,4l\/ WAINSCOT = _ °0 Z TOIL AND A�ESS FACE RAIL Ot d — 24/l D"WEK (TYP) BASE CA61NET GUS :I MECH AS SPECIFIED L________ i ELEG ADJUSTf�f3LE SHELF _ MECHANICAL 4" CMU, FILL CE/zP,/NlC TILE t --CHASE SEE SPECS. fZ ELECTf�ICAL N/ ONOUT ADDITIONAL CONSTIZ � /ON MOR TAIZ 8Eb__--_ - I N FORMAT /ON I CHASE - �' i REI NFO/ZGEMENT PROVIDE ACCESS � ------ CONT 1x4 vERTS PANEL AG ALL sLOP� THIN SET y2" FT a 4'-C" OC MAX -NOTCH PLUM 8I N cE/z. FOR HOR/Z 7x3'S P/PE CLEANOOTS.F- 2x4 2x4 COOP,01NATE W/ MECH7 SCHEDULEIJ _ o r PLAN SECT ION BASE AS SCHEDULED 1/ 3„ PROVIDE ACCESS PANEL AT %2"STUD IN � � O' �` � J D ALL LUM8ING VALVES PIPE EXP ANCHO/Z 2-�o I FLOQIK Df�AIN 2 A P O T E W/ MLGHIL ) wSECTION cLEANo�uTs, CO tzD/NA E STORAGE SHELVES (*2*" LA f3 CA 13 /NET SEC TION FENIN5ULA SECTION 7 COAT BOOT SACK DET <3 C-2, C-22 I`/= /Lo" C-9 C- 9 1%2" _ l� o" G-2IC-19 Eclsrr�DSGN,�mv�n� REUSE OF DOCUMENTS CONTROL BUILDING SHEET C-11 ��.I�, ✓T THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND DWG N DRJ PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. NO 28 OF BJH SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE p WASTEWATER TREATMENT PLANT ARCHITECTURAL DATE NOV 1991 L'°'`�' �'YR '$ ♦ CHK J Ci�YI✓ USED. IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON INTERIOR DETAILS ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. APVD THIS SHEET, ADJUST PROJ m n-s...R- ,. .,, " pL. ��T�ieso�l SEA22388.A1 NO. DATE REVISION BY APVD �,CH2M HILL SCALES ACCORDINGLY. NO. I s,..,...Jf "rS.r7777=:7. ,a 777 I 5.v„e _. $F we (:J z 0 a U z w 0 0 U Q z Q � � � > cr 0 O a U 2 STORAGE CLOSET CLOSET GOAT GLCJSE7' C-llO G-109 c -lob LA50S-AT0/p\Y IC -1/1 CORRJDO/� IC -103 I5 // = /1-0// CE/LING LINE -DOORS FfZAME AS SGHLDLJLEO ADJ SHELF SIDS SU PPO l;� TS (T Yf) - 3/4PLYWD x 2-1"VVIDE SHELVES W1 HDWD EbGE V E/:;� T %4PLY WO HbWI� 2x3 W� PLYWD LET /N TOP, 80TTOM FRONT SECT/ON/ it iA1 II II IL I II 314PLYWD S NEL F W1 HDWD EDGE Ix4 CLEAT 3 SIDES METAL CLOSET- POLE LOSETPOLE FLANGES PLYWD DI VI DEP, ?-x3 BEYOND SEE SECT /ON 0 ELEVATION AbovL_ FLOOfZ LINE SECTION i1 1/= / 11 DSGN� , S.ryi � � DR rK: , ; ; ;'.. ♦ CHK j, GAY I%i NO. DATE REVISION TIRE LINK MAT FIN. FLOOR AS SCHEDULED RECESSED MAT FRAME ENTRY MAT DETAIL HALF FULL SIZE C-2 t,JA L AGENT ST"4PT-- TYpIGAL AT G -/os G/0A � Cll4 I x l AGENT TILS/ / x IL -/-1T CCS TILL / T TILE- C- ILEC- 1 l x I Ac LMT TILE COLD% , % r -2 N0 7E �Laa/z AGENT /=AT Til TY— AT 2 x Z SLG 77l_2_� PATTEP--,,N /**0�2 SC/_:1V S( S�E� VALVE LEVI f/ �li«l� sHaWE� HASID HELD NEAO AND N TS REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR-EBAR IS ONE INCH ON CITY OF PORT TOWNSEND PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE WASTEWATER TREATMENT PLANT USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECTNOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. S SHEET, ADJUST BY APVD =CH2M HILL ALES ACCORDINGLY. S1/OWE //r= ,r " LTAIL CONTROL BUILDING ARCHITECTURAL INTERIOR DETAILS C- 2,, C-7 SHEET C-12 �p G 29 OF 158 DATE NOV 1991 PROJ SEA22388.A1 NO. A C D „_,�._o, CCA'J7ZRR��r"..�Lnnfl'JVl1 11 C7 r�ft 0 8 7' 4 " 2, 0„ 32, 0„ 24' 0" 25,-4„ 6'-0„ 3-2 12-10 12-10 3_-2 17-0 GUARD POST -- ---= COLUMN C-20 mi SEE Or ter/ 1 D" Q l C--201 0 70 rD - - C-22 T YP ! PILASTER -- -- --- BEL O W SEE 1 O o NOTES: 8" CMU WALL o 0 �A7� C-79 FOR SLAB DETAILS SEE PLAN SH C-14 00 C) C C-21 l PILASTER BEL O W SEE O C-18 4'X6' ca CONC. 0o PAD - _ -- 1. SEE GENERAL STRUCTURAL NOTES SH M-5 15.67 , 2. FOR ADDITIONAL REINFORCING STEEL AT CONC FI,BERGRA CK TE - - -- -- - OPENINGS SEE 2"x2" I MESH - i - -- - - - - -- - -- - - - 017.45 -- - -- - - - - =i S6 FIBERGLASS --- 5'-0" _ 7'-0" -�- %4 PJF TYP � I I 3. DIMENSIONS AND LOCATIONS OF MASONRY GRATING OR ( ) POL YMER RM OPENINGS NOT SHOWN, SEE ARCHITECTURAL EQL, SEE r J i _ STYROFOAM UNDER 2'- 0 41- D"4 ' -0 SLAB AT DOORWAY (TYP) SEE t -- CURBQ 4. FOR WALL TYPE AND LOCATIONS SEE ---- I - 17.45 B-4 ARCHITECTURAL DRAWINGS.„ C-23 2 x12 WALL OPNG I I C-23 _ _--- -- EDGE OF - -- - - BELOW (TYP )- -- - - - - I STEPPED FTG C-23 -------_------.- - / SIDEWALK 5. WOOD STUD NON-BEARING WALLS NOT SHOWN,. o SEE ARCHITECTURAL. �18.00�, �� I I _ I-- - - - --- ----- ------------ ---r � I I SEE ®17.33 I - - --7XP I w 6. BOND BEAMS AT THE TOP OF CMU WALLS SHALL - _ _ _ --_ _ __ - = - _-= _-_ -- - - �o o /j i „ BE CONTINUOUS. 1 1_____ -- t I ®16.33 - - F D - 1 _O %4 0 0 ao F. D. RIM I I SEE DETAIL A r� t d - -- -- 6.33 C-11 7. CMU NOTES, SEE SH C-19. EL 16.17 ®`� - ® / �I j® .92 OF FTG 1 - - 17 16.33 ----- -- - - - - - l 16.33 _> DGE 7.92 '- --- RETAINING 9 8 FOR OTHER PIPE PENETRATIONS SEE MECHANICAL. I - ----- i f cfl_ - --- - - --- , -- (TYP) = j I 17.9 - WALL, SEE C-22 9. FOR GRATING OPENINGS SEE MECHANICAL. _ / 17.33 TOG I 1810 DEPRESS SLAB i I ' 1_ GS 3 � ( ) % C� - 1 -___`-STEEL COLUMN ii I I I ! SEE DETAIL 18.00-- R - -- BASE AND FOOTING i0. FOR FOOTING DETAILS, SEE SH C-6 AND C-7. LEE S44 I I �� C_12 ____ _______ ®_________�� I CJI - - C -- ---- - --- -- --- - - - ®-1.6.33 -- _. � _ -- -- -- - - - -- - - - -_ ------ -- -- -- -- -- -- 11. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED. SEE r� i I I_-{ SPECIFICA TIONS. o S44 I i SEE 7.8 7 ® � � --- _ ----- - - - - -- -- - --� DN I_�-- !- I- I ! ! -- -- 16.33 - EXP BL O WER RM - --- -� , t t 4" P ! I!'III I®18.00 1 7.92 JT rc °� Y) I ! ;,LUNCH ROOM , / c_21 - - - - CURBQ I I I I I 18.00 WALL- F.D. R I I I 8 CMU WALL --- _ -- ! 4 UP ! I I I , 18.00 (TYP) - - - - --- - - �r L 1 7.91.- - --- - - - -- ---- -- -- - -- - - - �7,-- ^ I I I ® ,u f I I I I _J i - - I -- -- -- - -- - - - - -- - - - - IL t-- - - - -- -- i- - - %4 PJF (TYP) �' 2-#5 x 4'-0" j - -- -- DEPRESS SLAB -- - II SEE DETAIL T & B THICKENED SLAB I _ LABORATORY I , c 12 5-1 11 -11 --- - 6- - ! - ---- - --- � ------ - --- - ►>.. - ��- -- - -- - 'I CONTROL ROOM ""_- ------ wooD FRAMED 17. 92 ! -- II `� WALL ----- 1 �. 00 -- ®-- ! CJ CJ --�� /__ DEPRESS SLAB AT 18.06 o SHWR,LOCKER & LAV--- 6"MIN) CONC SLAB ' F. D. RIM SEE SH C-2 I; W/,�5®12" ! o EL 18.00 j F. D. RIM E. W. CTRD (TYP) - ----- FOR FOOTING N 018.00 j EL 17.92 I DETAILS ® i SEE SH C-6 & C-7 (TYP) j ® 18.00 1 -MCC EQUIP PADS®17.87 F. D. RIM r- CJ „ SEE MECH D WGS EL 17.92 %4 PJF (TYP) S26 TYPE F (TYP) _ ® %4" PFJ (TYP),.,,_----' � ! WOOD FRAMED -- -- -- -- - -- -- - - - - - - -- - - -- -- - -- - -- -- - - --- - -- - --- - -- -- � -- -� WALL ------ �� \ ®18.50 I -- ---- _-- - - __ 16.33 - -- - - -- - -- ----------- - -- - - --- --. - ----- - - ---- - - --- STEEL COLUMN ASE WOOD COLUMN BASE j \----WOOD COLUMN BASE TEL COLUMN BASE --DEPRESS SLAB E AT SHOWER 11V4 " 11 „ B � EL 17. 79 -- - - C-23 %4 11 %4" -8„ -- - _ C-20 56,_b„ C-22 28,_8, ---- - ci I ;- CJ ® 16.33 CJ - II - CJ O D T N PLAN �� is wERMC�F �Q Va . � UN A IO %4,, _ 1,-0„ RETAINING WALL, SEE DETAIL (� 1 AND SH B-1 AND B-2. C-22 0 N r6i i - Q U_ LL z w v DATE: 12-20-91 FILENINME:SEA22388/C-600.DGN 1 2 1 3 4 a 1 s 1 s -Z---�d NOTES: ISOLATOR MOUNTING SEALANT AS OUTLINE OF BELT 2 BRKT SPEC /F IED FILTER PRESS 911 (TYP ALL 1. FOR BEAM DETAILS, SEE - -O BACKERI-SIDSC-16 = SPRING V I BRATION SLAB -ON ROD HYDRAULlC UN1TE ) ISOLATORS (TYP G'RDE 2. DESIGN LOADS - ROOF L.L. 25 p s f + /FT/NG IS 6 EA BLOWER, 4 ------ - __- FLOOR L.L. 200p s R POLYMER, BLOWER SUPPL / ED BY _ _ 26. 0 3r-0 "S AND B T PRESS EQUIPMENT BLOWER SUPPL I E F I 12 HIGH 100ps OTHER " �� 1 CONCRETE (TYP) 1,- _ W IND UBC 80 PH EXPOSURE B \ o �o o D o oe ��" THICK INERT lA CURB 0 SQ rB SEISMIC UBC ZONE 3 BASE (SUPPLIED BY I I I I (TYP) C-20 3. SEE BEAM CAPACITIES SH C-16. BLOWER MFR) _- -- �� Err HIGH 2 AIR SPACE j CONCRETE COLUMN 4. VERIFY EQUIPMENT SIZE BEFORE CONST RUCT / NG a o. 0 - J CURB --------------------- (TYP) a EQUIP PADS. O o ° D O CONC SLAB ON G ADE 61 - - - I ® COLUMN FTG S. *DENOTES DIMENSIONS AS RECOMMENDED BY EQUIP TYP 15-67 SEE Q i i MFR AND APPROVED BY THE ENGINEER. DETAIL r PROVIDE REMOVABLE 3/6 It (TYP) (TYP) _ THICK 304 SST BOX COVER i C-20 I I lu NTS 1 TO PROTECT UNIT FROM S �0. WASHDOWN WATER. EXTEND OVER AT CURB AND USE LAP SEAL AT WALL FOR SPLASH 10" 6'-61' 31-2" 12'-1011 12'-10" 3'-211 AND DRIP PROOF PROTECTION. C-2 32'-0 It 71-411 (U PLAN 32,_01/ -o - DETAIL 1 10" (TYP) 12'0 10" 611 21,_3,1 611 3'-711 10" NTS 11_011 10" 10'-011 41_211 11 , (TYP) 11 �ju - SEE Q 7 6 Cay 12 x ODF GRINDER = # * 4'-0 % " 14'- 11 (TYP OUTSIDE S26 4 C� 12 ; 2 0 CORNER BARS) A _� (TYP) oWAL� = ~ OPENING ORLCONVEYOR I #5 0 12 x 13-s 10.00 = 10.00 CO = 6.0 = 11� WALL OPNG FOR rr � Q cv 1 6 ___.___� __.-__ ----- - _--_ ACOUST ICAL (TYP INSIDE �-- --0-0 CORNER BARS) _ _ 0 F ' _ 26.0LOUVER BELOW o - EL 25.75 1 FD -�, - - - - FOR PLATFORM ® -026.00 26.50 SEE SH C-23 10.00 FD- • RIM 9.75 a0 7--- _ _ _ _ _ _ _ _ - - _ _ -=-MgpdaR,q�� _ _ BELT PRESS EQUIP PAD 12" WIDE (TYP 0 4) 1 BELT o �y _-------------- - BELOW BY 76" LONG. VERIFY LOCATION, BOLT PRESS SUMP _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B-4 _ _ I AND ANCHOR PAD, SIZE WITH BELT PRESS MFR(TYP). SEE -ol 0.0 � F M 7 � S26 EL 25. 26.00 ® TYPE I A BLOWER PA f - - - - - SLOPE 'NCY * C-19 SEE ��� A A L6O (TYP) 26.00 A DE 1 L }- C-19 C-19 = o ff* 1 C-19 B---------3 _ W I DEN CURB AT PIPE 10.00 O 3) CD - . - - - SUPPORT, SEE - WALL OPENING cv �+ - I 0 141(0'001 tt6@12" FOR ACCOUSTIC M PILASTER DET BLOWER ROOM � D LOUVER. SEE SH -3 _ _ D C-30 1 r r � C-22 RAIL IN 9 ADDL #4x4- 0 C-22 �O #5�6" 26.00 ' C-18 o HD CORNER RE /NF --- I SEE 8 s'-011 = I CONC CURB (TYP) S29 S33 CENTER UNDER 11 (TYP) T & B 10.00 EDGE OF FD -2 RI 26.00 BEAM ABOVE 4 TYP `. ® FTG (TYP -�, EL 25.7 ANCHORAGE ll (TYP) _ SLOPE \N ------- ------ -- ----- - ---- -B-3---- TYPE A (TYP) 10.00 - - - - -v ( ,lo 26.00 - BELT R SSR ® oIlk - I I o 10.00 - - - - I SEALANT ALL UP _ - _ 0011 \ I \ #6 12 i I AROUND(TYP) - C I I 10.00 - - - - - - C 21 N C-21 S ALK DOOR / C-21 ► - �- / �� iv \ I = -= , 5-01 SO AL SID ALK o D 96 0 12 10.00 I OPEN I ABOVE i \ �° `� i OOR. CENTER O EA i 18.00 I - I ro ®------- #SC6" - -- M 26.00 ®� ABOVE. - O �J N _ PILASTER,O 3'-611 o SEE DET (TYP C-18 11-211 1'-011 OF 2) B 1' -Orr 1'-11 % C-202 r1 Z ��� FOUNDATION PLAN SEAL AND .�. `-og p \ '/ " = 1'-0" SIGNATURE w4 HERON- APPLIES c y y TO CURRENT �d REVISION ONL DSGN 5424 w� D.WERMKRANT REFER TO IST DR ORIGINAL DRA ING pNAL G� B.LAZARO FOR SIGNATURES d'"' CHK L.ARAGON �1 6/92 CI NO. 20 AND SEALS E�IRES 12-ao-gZ 1 ,. APVD D PETERSON NO. I DATE C-22 k 3 (V WALL OPNG PILASTER OPNG RE/N J L 1'-0" FOR ACOUST ICAL DET 9 SEE 811 \LOUVER BELOW S6 C-18 3'-101%2 i1 5_ 111 111_ 11 rr 811 ALUMINUM 1/" DRAIN DOWN CENTER UNDER SIDEWALK FROM SIDEWALK BEAM ABOVE 12'-2" 17'-811 DOOR. H-20 DOOR FRAME. (TYP)ACCESS LOADING ROUTE TO HD, 1 DOOR TO Z B MECH D C-20 EQUIP (TYP) C-22 D UPPER FLOOR PLAN j/4 1r-0' REUSE OF DOCUMENTS -N. .11w: THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF PORT TOWNSEND SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO o V WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON JRM DLP WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION BY APVD OCH2M HILL SCALES ACCORDINGLY. CONTROL BUILDING STRUCTURAL PARTIAL FOUNDATION AND UPPER FLOOR PLAN C r SHEET C-14 NO. 31 OF 158 DATE NOV 1991 O. NSEA22388.RD NO. 12 -20 -Si g t 10" 6'-6" 0 NOTES: ISOLATOR MOUNTING SEALANT AS SPECIFIED 2 BRKT FOAM BACKER 11 t 1. FOR BEAM DETAILS, SEE C-16Aw 3�� SPRING VIBRATION SLAB ON ROD 9. ISOLATORS (TYP GRADE O k 2. DESIGN LOADS - ROOF L.L. 25psf + R/FTI OF 6 EA BLO. 1. - FLOOR L.L. 200e% O POLYMER, BLOWER SUPPLIED BY MIR: AND BELT PRESS EQUIPMENT. BLOWER SUPPLIER 3 TIES ' 10' HICK INERTIA OTHER 6 - #5 VERTS - WIND UBC BOMPH EXPOSURE B G p' ✓ CS . - SEISMIC UBC ZONE 3 n BLOWER MFR IED BY ��� Q B � BLOWER MFR) C-20' 3. SEE BEAM CAPACITIES SH C-16. 2" AIR SPACE SECTION COLUMN 4. VERIFY EQUIPMENT SIZE BEFORE CONSTRUCTING ` o. `� ' " AB BY BELT - () EQUIP PADS. 4 0 °/�\ CONC SLAB ON GRADE COLUMN.FTG 5. *DENOTES DIMENSIONS AS RECOMMENDED BY EQUIP DETAIL , * EL 28.75 • PRESS MFR f5.67 ( ) C-20+ + MFR AND APPROVED BY THE ENGINEER. _141111117-_ _ NTS F1 T 51 TIES F II W r 5 VER TS 12'-10 12'-10" 3'-2" C-20' _ _ 10" e•_6- (np) _A6012"x aol ROUGHEN 32•-0' SURFACE 1cIr �4 ® 2 10' 4 + 5'-6" 0 r CONIC R 10" (NP) 0� BEAM, S E 4 -2' 1 '-0. n _ r f/` : PLAN SH -14 0 o-� 4 ® 2 6'-O" 4'-0;1" 1'-0" cV I Np) 0r 2. :N I a o (Np) FOR TION 10. oo I , , 2s oo ; i ACOUSTICALPLEVA 26.00® LOUVER BELOW �r VERIFY DIMENSIONS WITH BELT -2- TF PRESS MANUFACTURER. 25.75 .MONORAIL FOR PLATFORM FD I ­ BELOW SEE SH C-26 DETAIL 11 U)j I C' I AND DET I 27.75 3'4" = 1'-0" A C-23 • --- - -- --- -L'- -------_- -- - -- -- -----I m BELT PRESS SUPPORT PEDESTAL 2 ox - - -- - --- -- -- ----- -- ----- -- -- -- ® -� �L. , - " HEIIGHT, AND SIZE WITH BELT -1 PRESS MFR. SEE 26.67 VERIFY------8=3-- PAD A A SLOPE D c -1s MEL 6.0 ® c -1s c-ls o � 2s.00 , (TYP) I 2s oo i 0] - -- ------- ----- -- -- -- WALL OPENINGN 10.0612" FOR ACCOUS CAL "� �s ': --- - ---------- -- ------ -- - --- -- -----I' LOUVER. SEE p SH C-3 --- ¢� RAILING To CUR 6.00 SEE & C-22 #5®6" S29 S3 TYPE°AAD s -0 j -2 RIM 26.00 I (9 10. 0 EDGE OF ° I SEE FD ANCHORAGE -1' 1 S26 EL 25.7 p ® FTG (TYP) n , 1 CO 8-3 TYPE "A" aD ------- - - - ----�- ----1 - ®26.00----=-- EL R SS R - 0.00 t p----------- ---- -- - ----- - --- --------- - FD o LL I TO J ) i �` I o C ; 10.00 I' ^ C-21 9 = '-0"SQ ALSIDE' ALK D I I` rOOOR.CENTERO �1 BEAMDOGE26.00 XABOVE . ®"� - I_LLrj1B 5®6" I N WALL OPNG PILASTER I OPNG REIN 4'-6' 7'-O" FOR ACOUSTICAL DET SEE 3'-6' LOUVER BELOW 9 S6 3'-10Yz" 5'-1" ALUMINUM CENTER UNDER 17'-8" SIDEWALK BEAM ABOVE 12'-2" 1 T-8" DOOR. H-20 (TYP) ACCESS LOADING DOOR TO B MECH D C -20EQUIP (TYP) C-22 D , n -22I UPPER FLOOR PLAN Y4' - 1'-0" REUSE OF DOCUMENTS CONTROL BUILDING SHEET C-14 BAR IS CNE INCH ON CITY OF PORT TOWNSEND o 31 OF 158 THIS DOCUMENT, AND THE IDEAS ANO DESIGNS INCOR- CRILINAL DRAWNC. STRUCTURAL N PORATED HEREIN. As AN INSTRUMENT OF PROFESSIONAL v�T. WASTEWATER TREATMENT PLANT SERVICE• IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE C AND DATE NOV 199' USED IN YA+OLE CFi IN PART, FOR ANY OTHER PROJECT F NOT ONE INQ+ ON COUNTY, WASHINGTON PARTIAL FOUNDATION JEFFERSON PROJ 512"x J 10 00 I TYP INSIDE OR NER BARS) ® 10.0 RIM 9.75 (TYP 4) :I --- A HD HD BLOWER SEE 2 C-19 ti (DTW - 10:00 OF 3) PILASTER DET BLOWE O , I I x4'-0" C-18 I �' + CORNERR REINF COR (TYP) T B CENTER UNDE 4" BEAM ABOVE (TYP) ^ SLOPE �- FD (Typ) 10.00 - - 1 SEALANT /4 AROUND( AROUND ,o #6 ® 12" I C I C-21SIDE o ,f6 ® 12" 10.00 I- - - - J OPENING 0140 0 N PILASTER 10 D ' of SEE DET (TYP C-18 OF 2) B C-20 ' FOUNDATION PLA N d4,= VER,y�•4 0 "% WERMCRAN R B.LAZARO e . , ®. K L.ARAGON /,� 7 X01 Ann nn I NO.2 JRM DLP NT1HdUTTHEWITTENAUTHORIZADONOFCiHILL VCHi HILL THIS SHEET. ADJJST SCALES ACCORDNIGLY. UPPER FLOOR PLAN N0. S,EA22388.R REVISION BY APVD 11--' 3- 91 SEA22388\C-60C.DWO -i) E, W41 0 N �fl 3'- 0 "S (TYP)--1'-0"SQ - - - - - (TYP) C-20 _--- � OL CMN I I -'"l I Fr4il - - COLUMN FTG 15.67 SEE Q (TYP) (TYP) C-20 � --6-- ---- - - 31- 2 12'- 10 12 -10 3 -2 322-0)" 10„ 10" 10 0" 4' 2" -- (TYP) -#6®12"x co� (TYP OUTSIDE IF CORNER BARS) j o e• - R * ,. I �zv ■ - #5 ®12 "x �— I 10.00 f (TYP INSIDE j I -.------ CORNER BARS) ® 10.00 / RIM EL 9.7 (TYP OF 4) a CX --- (TYP- ---- = EQP T PAD TYPE B SEE - - - HD HD(Typ S2 BLOWER PAD OF 2) SEE �•�� --� DET ( L l (TYP 10.00 OF 3) PILASTER DET BL O VILER ROOM Q ADDL #4x4'-0" C- 18 CORNER REINF CENTER UNDER :"(TYP) \ t (TYP) T & B BEAM ABOVE (TYP) --- -. '� � / SLOPE FCD (TYP) 10.00 10.0 N 10.00 / j �_ - - -� -SEALANT ALL AROUND (TYP) !-jC o#6+12 I 10.00 I I� C-21 -- SIDEWALK D Q,OR i #6 (9)12" 00® 10OPENING A QVE o C) 1 HD .= -- -- - -; ._ #5®6„ I -o - - - -- - ----PILAST SEE DERrl 0 (TYP C-18 1'-0"- 1'-11 %4" z - FOUNDATION PLAN Y4„ _ 1'-0„ "t WERMCRANT _- DR B.LAZARO CHK L.ARAGON -- aPvD D.PETERSON No. DATE -0- NOTES: ISOLATOR MOUNTING SEALANT AS BRK T — SPECIFIED - 1,- 2 „ 1. FOR BEAM DETAILS, SEE -- FOAM .BACKER -- ow C-16 SPRING VIBRATION SLAB ON GRADE -- ROD 9„ ISOLATORS (TYP _ 4�7 - 2. DESIGN LOADS ROOF L.L. 25psf + DRIFTING OF 6 EA BL WER, a... "" 7 -FLOOR L.L. 200pst OR POLYMER, BLOWER SUPPLIED BY ---a ;;o o 0 0 AND BELT PRESS EQUIPMENT. BLOWER SUPPLIER - o' o o `#3 TIES 100p s f OTHER o -- ---- 10 " THICK INERTIA - --- - 6 - #5 VER TS WIND UBC 80MPH EXPOSURE B o O o ° Y� - SEISMIC UBC ZONE 3 � � BASE ED B Y WER MFR) 3. SEE BEAM CAPACITIES SH C-16.SEC TION 2„ AIR SPACE 4. PROVIDE WA TER TI GH T CO VER , FOR COVER— DETAILS SEE TYPE C AND --- _ CONC SLAB ON GRADE AB BY BELT � o o ° � o ___ __ � PRESS MFR EL 28.75 DETAIL 2 w ---- - ----- ---- ---- - - 5. VERIFY EQUIPMENT SIZE BEFORE CONSTRUCTING NTS EQUIP PADS. 6. * DENOTES DIMENSIONS AS RECOMMENDED BY EQUIP - - - - --- TIES MFR AND APPROVED BY THE ENGINEER. ® c -- _ I C-20 W II f- ---- #5 VER TS -- - - -ROUGHEN .32*' 0 - - - - ---- - -- - - - - SURFACE SRF 3'-0" - ----------------- - ----- - ---- - - - . _. --- -- --- -- - .._._---,,---_- _ C\4 _ .° #4 ® 12 10 8" * & '- 6' 10" �- CONC FL OR TYP 1 0 -- _ - - -- --�- BEA M, S E - PLAN SH 14 4 ® 12"! ,-.. --- i 4 -D%N V2 - w (TYP) I -- - - -- - - - - ---- ---I_ -- - - - ---- ---- - o �� I (.TSP) - wAL�L OPNG FOR ELEVA TION 2 - . 00 ; t 1 - --- - !� �. A OUSTI CAL 33. I FD -2- X26.00® OLIVER BELOW * VERIFY DIMENSIONS WITH BELT PRESS MANUFACTURER. -- -- - - -- I " -1M L 5:'75 C)ill - .. - - - --I- MONORAIL - FOR PLATFORM -- -- a=ba, BELOW SEE SH C-26 :. m; m I AND DET op ---- - --- -- - -y4 = 1'-0" op C-23 bty I I I B-4 BELT PRESS SUPPORT PEDESTAL - - A— - ;x4 - — ----- -- - - - VERIFY NUMBER, LOCATION, - - -� - -- ' . -- -- �, A HEIGHT,PRESS AND S SIZE WITH BELT EE SLOPED I--- 26.6 7 C-19 C-19 26.00 I (TYP) I MEL 6:0 126.00 C-19 o B-3 WALL OPENI N #6®12,FOR ACCOUSCAL ------- -- ---- ----- + ---- - ------ -- -- -- - AQ, LOUVER. SEE,C-22 SH C-3 �" RAILING G`-'22 �D #5®6" I i EQPT PAD - CONC CURB ®26.00 SEE & 5'-0 I TYPE A (TYP) S29 S33 ---]-EDGE of I SEE BELT PRESS ..R OM 26.00 FTG (TYP) —� ;r, I S26 - I ANCHORAGE o �_I B-3 � TYPE A Py 10.00 I 1® 26.00 EL 2 F RIM I --- - -- - - --- =_ ; - - - - - - -- - - i -------- - - - --- -- - - -- - - -- -- - i I i � r- (7c - CC -21 -21N "BEAM OOR. CENTER 0B �I- �\ �'o - i �,;�i' 26.00 ®'`� ABOVE. 18.00 N - WALL OPNG PILASTER I OPNG REINFI h&. FOR ACOUSTICAL DET Q_ SEE - -- - _ - LOUVER BELOW 17' 11„ 8„ 10 „ - \ C-18 13 -% 8 5 �-1, 11 -11 --- - - - - -, _"_ --- --- --- - ALUMINUM : t -ENTER UNDER j - -- - - d 17 -8 SIDEWALK BEAM ABOVE 12'-2" 17'-8" --- -�--------- - -__ -- -- ---------- LOADING TYP DOOR. H-20 ACCESS - --- DOOR TO z B MECH C-20 EQUIP (TYP) C-22 t. UPPER FLOOR PLAN /4„ - 1,-0„ 11-'2-91 SEA22388\C-700.DWG w*1 © r C-20 C=22 36'-0„ 1 l t s i , 1 ryL „ 31,_ 4„ 21 -0„ 16 -SPACES 9 2'- 0 =32'- 0 28'- 0 _ I 10 SPACES ® 1'-0” 9 SPACES ® 2 -0" FOR ROOF FRAMING PLAN FOR = lot -0$j C) LOADING AREA, SEE SH C-16 4'-0" I - - __ ------ N - - --- 1 -4 23 SPACES ® 2,-0„ 1 -4 = 46,_0„ _— I I I p 1 N GLU-LAM I I I I NOTES: S• CONNECTION SEE DETAIL 1 (SIM) 1. SEE ARCH D WGS FOR LOCATION C-18 N ,BEAM B-8 BELOW° 2x10 (TYP) ��� I I I i �h+ LOWER ROOF BLOCKING 9 48 0. C. - - GLU-LAM CONNECTION SEE DETAIL 3 O C-19 2 10 (TYP) GLU-LAM WALL OPNG CONNECTION N FOR LOUVER' t ¢ SEE MU WALL © BEL O W Q w C-18 Cj_G N �� ��G GLU-LAM SHE � 19 (SIM) ETAIL�3 %SX 12 -- - - F II 2-SIMPSON STRA 2X 12 LOWER ROOF CONNECTORS ® BLOCKING ® 48" O. C. (12 GA MIN) - - BEAM CGLU-LAM CONNECTION B-8Q� SEE DETAIL (SIM)- o C-21 12 - C-18 OF WINDOW LOUVER AND DOOR OPENINGS --- AND INTERIOR STUD AND CMU WALLS. f N GLU-LAM CONNECTION I ON CMU WALL SEE DETAIL W ^ I C-18 v O I Q � CMU LINTEL BEARING WALLS rN BELOW SEE SHADED BELOW i NOTES (TYP) SH C-19 C-23 TS 4X4X.25 STEEL� 6 ® \ COLUMN BELOW SEE C-18 I ( l 8" CMU WALL I DETAIL �t BELOW TYP � I i o -�-- - -- --- �- -- --- -�- --{- -f- _-_ CL-_ N X N DETAIL DETAIL - i (SIM) C-18 C-18 - _ i 3%8x12 GLU-L M i OF WINDOW LOUVER AND DOOR OPENINGS --- AND INTERIOR STUD AND CMU WALLS. f N GLU-LAM CONNECTION I ON CMU WALL SEE DETAIL W ^ I C-18 v O I Q � CMU LINTEL BEARING WALLS rN BELOW SEE SHADED BELOW i NOTES (TYP) SH C-19 C-23 TS 4X4X.25 STEEL� 6 ® \ COLUMN BELOW SEE C-18 I ( l 8" CMU WALL I DETAIL �t BELOW TYP � I i o -�-- - -- --- �- -- --- -�- --{- -f- GV C-21 TS 6X4X.25 STEEL I + LINTEL (TYP) _ O_ - -- - --- -- - .. 4�4- to 8414 X 8 GLU-LA 1z ��t DETAIL (SIM) ---------- T-�, CL_ CN C-18 '-----DETAIL (SIM) CO �8" CDX PLYWOOD DETAIL Q SOS MN BELOW i ----- ------ C-15 _ FACEGRAIN PERPENDICULARr V - --- TO SUPPORTS STAGGER -�'�� COLUMN BEL O W - G -18--,C-18 I SIMPSON STRAP JOINTS BLOCK ALL EDGES��I� SEE 1 4 i I I I (9 CONNECTOR (12 GA MI A T LOCA TIONS OF 1'- 0" I I I I I �® 4'-0" OC (TTYP) JOIST SPACING (TYP) -- _ C-18 o NAILING 4X14 HEADER 10d ®6 " EDGES. ...... -..,- 2X12 BLOCKING N lOd ®12" FIELD (TYP) © 54" OC- D3(LE 2X12 I N I I I I �� ;, -- 4X4 COLUMN 17 © RAFT I I j I I BELOW SEE C_ 18 � p U Ct :- 4X 14 LLJ HEADER r I I I Cl— Cn I ¢t I„ � I I I I I 4X4 COLUMN TS 3 112X3 1/2X1/4 STEEL TS 3 1/2X3 1/2X1/4 --- -- ---- --i-- I WOOD FRAMED COLUMN BELOW 6 4X15 STEEL COLUMN BELOW ^� BELOWSEEWALL BELOWGLU-LAM BEAM (SIM) GLU-LAM BELOW— GLU-LAM BEAM � Y 1?_ NrBrD (s1) DETAIL' _ 2t -01P ---- C-18 C-20 C-22 C 18 E C-18 4,-0" 2 0 - �- - 64X 15 GLU -LAM BELOW C- 23 ° 1,1. 15 SPACES ©2'-0 8 SPACES ®1 - 0 25 SPACES ®2'-0" 4X8 HEADER TYP_ FOR I = 3D,-0„ _ 8,_0„- ---------- _ 50'_0„ SOUTH SUPPORT SEE - I ADDL 2-2 X 12 RAFTERS W� - x SIMPSON STRAP CONNECTOR A T COLUMN 12 (SIM) ' ROOF- FRAMING PLAN 7 GA) MIN) AT �-6gddA3 � - 1 %4” = 1 '-0" EU -LAM CONNECTION -- For the 8-3/4x18 GLU-LAM eam located over the Kitchenette area, C-18 provide a simpson strap cnnector (7 -GA minimum) located approximately R h _ DSG - 9 35 feet 10 inches from lfe southerly roof line for securing each of the �. WERMCRANTZ REUSE OF DOCUMENTS CONTROL BUILDING SHEET c-1 5 � BAR IS ONE INCH ON it additional 2-2x12 rafters." (good.3 DR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING - - DWG B. LAZARO PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 32 OF 158 ®. CHK L. ARAGON SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 0 �� WASTEWATER TREATMENT PLANT STRUCTURAL NG' USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON DATE NOV 1991 WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON ROOF FRAMING PLAN APVD D.PETERSON NO. DATE REVISION BY APUD ©Oi2M HLL SCALES ACCORDINGLY. r Np JSEA22388.RD _-_ CL-_ N X N GV C-21 TS 6X4X.25 STEEL I + LINTEL (TYP) _ O_ - -- - --- -- - .. 4�4- to 8414 X 8 GLU-LA 1z ��t DETAIL (SIM) ---------- T-�, CL_ CN C-18 '-----DETAIL (SIM) CO �8" CDX PLYWOOD DETAIL Q SOS MN BELOW i ----- ------ C-15 _ FACEGRAIN PERPENDICULARr V - --- TO SUPPORTS STAGGER -�'�� COLUMN BEL O W - G -18--,C-18 I SIMPSON STRAP JOINTS BLOCK ALL EDGES��I� SEE 1 4 i I I I (9 CONNECTOR (12 GA MI A T LOCA TIONS OF 1'- 0" I I I I I �® 4'-0" OC (TTYP) JOIST SPACING (TYP) -- _ C-18 o NAILING 4X14 HEADER 10d ®6 " EDGES. ...... -..,- 2X12 BLOCKING N lOd ®12" FIELD (TYP) © 54" OC- D3(LE 2X12 I N I I I I �� ;, -- 4X4 COLUMN 17 © RAFT I I j I I BELOW SEE C_ 18 � p U Ct :- 4X 14 LLJ HEADER r I I I Cl— Cn I ¢t I„ � I I I I I 4X4 COLUMN TS 3 112X3 1/2X1/4 STEEL TS 3 1/2X3 1/2X1/4 --- -- ---- --i-- I WOOD FRAMED COLUMN BELOW 6 4X15 STEEL COLUMN BELOW ^� BELOWSEEWALL BELOWGLU-LAM BEAM (SIM) GLU-LAM BELOW— GLU-LAM BEAM � Y 1?_ NrBrD (s1) DETAIL' _ 2t -01P ---- C-18 C-20 C-22 C 18 E C-18 4,-0" 2 0 - �- - 64X 15 GLU -LAM BELOW C- 23 ° 1,1. 15 SPACES ©2'-0 8 SPACES ®1 - 0 25 SPACES ®2'-0" 4X8 HEADER TYP_ FOR I = 3D,-0„ _ 8,_0„- ---------- _ 50'_0„ SOUTH SUPPORT SEE - I ADDL 2-2 X 12 RAFTERS W� - x SIMPSON STRAP CONNECTOR A T COLUMN 12 (SIM) ' ROOF- FRAMING PLAN 7 GA) MIN) AT �-6gddA3 � - 1 %4” = 1 '-0" EU -LAM CONNECTION -- For the 8-3/4x18 GLU-LAM eam located over the Kitchenette area, C-18 provide a simpson strap cnnector (7 -GA minimum) located approximately R h _ DSG - 9 35 feet 10 inches from lfe southerly roof line for securing each of the �. WERMCRANTZ REUSE OF DOCUMENTS CONTROL BUILDING SHEET c-1 5 � BAR IS ONE INCH ON it additional 2-2x12 rafters." (good.3 DR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING - - DWG B. LAZARO PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 32 OF 158 ®. CHK L. ARAGON SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 0 �� WASTEWATER TREATMENT PLANT STRUCTURAL NG' USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON DATE NOV 1991 WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON ROOF FRAMING PLAN APVD D.PETERSON NO. DATE REVISION BY APUD ©Oi2M HLL SCALES ACCORDINGLY. r Np JSEA22388.RD 9 All BATF: 11-12-91 FII FNAMF:SFA22388/C-lSA_n(-.N w -� 11_4" �,_4„ +r it CT 10IDl IAC 14 SPACES C 2,-0i1_ 281 -oil C-20 GLU-LAM CONNECTION FOR PLYWOOD SEE DET A I L,� SEE SH C-15 L 1 (TYP) - I I I I N _T I I I I I I I I I I I I I @ I I f� �' + I I I I I I ��� � m � I I mI I I I I I I I I I 2x8 (TYP) cv A I @ " gdam I I I I I (TYP) I I I r\ I I I I i I i I o i -------------------,-- GLV -LAM, ------------------ i ~' CONNECTION I I 4 x 4 I SEE ,DETAIL 6 I I COLUMN N I 1 C-17 I i BELOW b IPILASTER BELOW I I I 3 1/8 x 12 GLU-LAM I i 1 i SEE DETAIL2 I I i F 001 I I B_1 A X11 ---------- -----1 --------- -L------------------ I I I F ' o I CONIC COLUMN I I cI I 1 OFFSET BEAM 611 AS SHOWN 1 SEE 1 3 Cpl ITO (943.83 M/SS I I W I NDOW OP ;GI C-17 I I I BELOW I i ® I B-1 if i I #3 1,-O„ ST I RUPS Al ADDL #5 @ EQ SPACES EF (TYP) --- _ r #4 ST I RRUP%c. #8 SPACE BAR @ 21_011 2x8 BLOCKING @ 48" OC #4 ST IR) WALL OPNG FOR WINDOW BELOW 4-#7 #8 Si BAR -------------------- -1 Af------------------- O C-19 1-6' I I I I C-19 M �` x ti � 4 _ �,l 31_011 I if t1- I 1 -0.1 43.C81 V ,ALL OPNGI j I ACCESS DOOR I I /f- ' �Dg LOUVER FLOW1 1_l-"' B-1 L --- k 1 1 I �° B_1 I--- - T-_----- -I j r - - - - - - -------------I r ----- t --------------I E --------------------I t .__ -4® L I TING EYE LST-�IvG-°`Ei`E I i cv ► y I SEE-` I I SEE S41 TYPE 2 (S I M� bo �1 I EYE SHALL BE C-21 ThPE' 1 I I COMPATIBLE r -..._._.. _ _ I I WITH HOIST ENTERp ` - - --- _ __ B-8 (SIM) -____ c\IC� t 2_(,- .....E A BELOW �; Z � o",, -,—WALL OPNG BELOWINDOW I _� C-20 / 10" ii `L (r, 2 161-011 tea. 32'-0" FRAMING PLAN 1/4" = 1'-0" SEAL AND SIGNATURE HERON APPL o TO CURRENT REVISION ONLY iN24 `:. FA,PVDD RMKRANTZ REFER TO �SSIO�st�'`AZARO ORIGINAL DRA ING NAL FOR �. RAGON SIGNATURES EXPIRES X2130- AND SEALSETRSON 16'-0" Q1 6/92 C I NO. 20 NO. DATE C-21 ' 4 S +4 A 07-lr)Ml I M 0 Ai ELEVATION B-1 #4 ST I RRUP 4-#7 98 S, BAo ELEVAT ION B-2 +r it CT 10IDl IAC MAX. BENDING MOMENT = 465 FT -KIP ELEVATION B-3 MAX. SHEAR = 60 KIPS n/— A A A n C lot/ NOTE: 1. FOR BEAM DETAILS, SEE Q AND C=16 C-17 2. DESIGN LOADS - FLOOR L.L. 100 PSF OR EQU I PMEN - ROOF L.L. 25 PSF + DRIFTING - WIND UBC 80 MPH EXPOSURE B - SEISMIC UBC ZONE 3 REUSE OF DOCUMENTS m.e' "mgaga` sffixia"" THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO p t" JRMDLP BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION BY I APVD CCH2M HILL SCALES ACCORDINGLY. MAX. BENDING MOMENT = 675 FT -KIP ELEVATION B-4 MAX. SHEAR = 85 KIPS CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON FAI 3#6 T&B EXTEND 2'-6" INTO SUPPORT EA END #3 @ 8" STIRRUPS (TYP) EL 42.25 B-8 WALL OPNG FOR W INDO BEAM ABOVE WEST & SOUTH WINDOWS STD 90° HOOK !TYP) STD 90° HOOK (TYP) STD 90° HOOK (TYP) CONTROL BUILDING STRUCTURAL PARTIAL ROOF FRAMING PLAN AND DETAILS SHEET C-16 NO. 33 OF 158 DATE NOV 1991 PROO N. SEA22388.RD NO. A Am c '.7 11-17-91 SFA��3flfi\C-15A-nWG .--wmi;ijjjE Z-� , „ 30 - 8 14 SPACES © 2'-O"= 28'- 0 C-20 L - GLU - L AM—GONNEC TI ON -FOR PL YWOOD ' ^' SEE DETAILSEE SH C-15 ----L ---#3 ".: I i , STIRUPS % C-17 (TYP) I 1 _�� Q y f — — B-7 - N IIt I rt w " ADDL #5 ® 12" C) � � ° � EF (TYP) C) 4 rn � STIRRUPSz " I #8 SPACE` = ' ----- - - -- - - - BAR @ ,q d'� 2'-0" - N ; I I , 2x8 (TYP) O ® „ -' 8"I I — 2x8 BLOCKING -- 6 � (TYP) -- _ -r_T r ® 48 OC h I i o GLU-LAM CONNECTION I ► \ 4x4 SEE DETAIL 6 I I COLUMN v` N C-17 i i BELOW STIRRUPS ao ( I - ; - WALL OPNG �. PILASTER BELOW I I 3/8x12 GLU-LAM OR WINDOW ! SEE DETAIL I I co I ELOW i B1 I B1 I ------------------ ----4 I---------------- 1------- #8 SPACE ----------------- BAR ® c I- - - --t r---------------- ------ 2,_0 SSS I OFFS T BEAM o I CONC COLUMN N I I ®4 3 6 ASI SHOWN SEE m I I 3.8 TO MISS WIND W OPNG (` C-17 i BEL O -- i B_, I I -----------------------a 1 B-1 - — A ------- - I F1 ---------------- -- -I LIJ I ---------------- --- r O C_ 19 I 1 r #4 N o 6„ -19 STIRRUPS - r- �2,-6„x 3,-0„ --r 43. c 8 WALL OPNG I i ACCESS DQ.O? I FOR LOUVER BELOW I I I I #8 SPACE -*� - ----- -- „ Lo � B-1 BAR® ----------------------�----- 2_p---------- ----- --------------- I ---- _-=-LIFTING EYE SEE )TYPE 2 (SIM) ® -I I C In Irc C-21 EYE SHALL BE M I I COMPATIBLE C-21 MTH HOIST , L CENTER ON o I - L`c' B-8 SIM I ACCESS HA TCS 1 BELOW o -- WALL OPNG FOR WINDOW .” A- '- " BEAM ABOVE WEST & 7 6 2-#5 (— #4 STIRRUPS -_,\`` _ ,.�-�� SOUTH WINDOWS � (TYP)-- ,. --ISTD 90° HOOK 4A(TYP) ---PILASTER 44 #9* - I 5-#9 - PILASTER -- A EQ 6 `C� 12„_ 6,-0„ 5 C� 16„= 6,-8,; F.5 ® 16„= 6,-8„ 1 6 © 12>,-6,-0„ j EQ .� ELEVATION B-2 #4 STIRRUPS 3-#9 VARIES, SEE SH C-14 - - I I I I I I I I I I I I i I I I I I I I I I I I I I I HOOK (TYP) I I I I I I I I 1 I I I ► I I I I I I I I I I I I I Y 5-. 14#9 5-#9 - EL 22.00 - PILASTER -- w- - ---PILASTER EQ� --- -7-©--12 -- 7'- - -- ---------- ----- -- - -- 12- © 16 16-- - - - -- - - - - - 7- ©-12 = 7-_ --- -- EQ EL E VA TI ON� B-3 .MAX. BENDING MOMENT = 465 FT -KIP MAX. SHEAR = 60 KIPS BEAM B-5 _A_ - 3-#9VARIES, SEE SH C-14 , #4 STIRRUPS - \-- - STD 90 ° �H OOK (TYP) I I I I LE- _J I I I I I I L -I-._l PILASTER 5-#9 ��-- EL 22.00 PILASTER -� E 11 ®12 71 -0 6CQ?16 8,_0„ 11 © 12” 11'-0” I EQ Q = MAX. BENDING MOMENT= 6 75 FT -KIP ELEVA TION B-4 MAX. SHEAR = 85 KIPS #4 STIRRUPS- - 2-#7 - w - -�"! BELOW $ 10 ".�,� .. �� . �,.-. ' C-20 10 " NOTE: b�jc � r x I tr Su� - - --- - -► -i ---- 1. FOR BEAM DETAILS, SEE O (iFfr�► 16,-0„ 16,_0„ AND ® C-16 - --- 1� 0 B-4 3-#7 Aw C-17 EQ 12 © 8„ 8, p,, EQ 32 - D r----- - _ - - _ -------------------------- --- --- ------------------------ ..----------------- 2. DESIGN LOADS FLOOR L.L. 100 PSF OR EQUIPMENT - ROOF L.L. 25 PSF + DRIFTING MAX. BENDING MOMENT 48 FT -KIP FRAMING PLAN _ WIND UBC 80 MPH EXPOSURE B ELEVA TION B-5 MAX. SHEAR = 17 KIPS SEISMIC UBC ZONE 3 f �S BEAM DETAIL We�2 of why q 418„_1,-0�, C -14,C-16 Dscp.WERMCRANT REUSE OF DOCUMENTS CONTROL BUILDING SHEET C-16 BAR Is ONE INCH ON CITY OF PORT TOWNSEND DR THIS DOCUMENT AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. DWG 22670 �p �`� _ _ _- - _ _- B.LAZARO PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALSTRUCTURAL 3 OF 158 FJ GISIE� V�� CHK SERVICE, IS THE PROPERTY OF CH2M HILL AND ISNOT TO BE 0 1. WASTEWATER TREATMENT PLANT L,ARAGON USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON PARTIAL ROOF FRAMING PLAN DATENOV 1991 _ APV WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON PROS -` PETERSON NO. DATE REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. MESAAND DETAILS NO. SEA22388.RD 3#6 T&B #4 STIRRUPS 2X 6'INTO STD 900 SUPPORT 1-#8x12'-0" HOOK - EA END 2-#7 CTRD ON 8-2 -- (TYP) -- #3� 8" " op STIRRUPS (TYP..-- B-2 21 ® 8" =14'-0" EQ EQ 21 ® 8"=14'-0"� EQ EL 42.25 WALL OPNG EL E VA TION B-1 FOR WINDOW -- '- " BEAM ABOVE WEST & 7 6 2-#5 (— #4 STIRRUPS -_,\`` _ ,.�-�� SOUTH WINDOWS � (TYP)-- ,. --ISTD 90° HOOK 4A(TYP) ---PILASTER 44 #9* - I 5-#9 - PILASTER -- A EQ 6 `C� 12„_ 6,-0„ 5 C� 16„= 6,-8,; F.5 ® 16„= 6,-8„ 1 6 © 12>,-6,-0„ j EQ .� ELEVATION B-2 #4 STIRRUPS 3-#9 VARIES, SEE SH C-14 - - I I I I I I I I I I I I i I I I I I I I I I I I I I I HOOK (TYP) I I I I I I I I 1 I I I ► I I I I I I I I I I I I I Y 5-. 14#9 5-#9 - EL 22.00 - PILASTER -- w- - ---PILASTER EQ� --- -7-©--12 -- 7'- - -- ---------- ----- -- - -- 12- © 16 16-- - - - -- - - - - - 7- ©-12 = 7-_ --- -- EQ EL E VA TI ON� B-3 .MAX. BENDING MOMENT = 465 FT -KIP MAX. SHEAR = 60 KIPS BEAM B-5 _A_ - 3-#9VARIES, SEE SH C-14 , #4 STIRRUPS - \-- - STD 90 ° �H OOK (TYP) I I I I LE- _J I I I I I I L -I-._l PILASTER 5-#9 ��-- EL 22.00 PILASTER -� E 11 ®12 71 -0 6CQ?16 8,_0„ 11 © 12” 11'-0” I EQ Q = MAX. BENDING MOMENT= 6 75 FT -KIP ELEVA TION B-4 MAX. SHEAR = 85 KIPS #4 STIRRUPS- - 2-#7 - w - -�"! BELOW $ 10 ".�,� .. �� . �,.-. ' C-20 10 " NOTE: b�jc � r x I tr Su� - - --- - -► -i ---- 1. FOR BEAM DETAILS, SEE O (iFfr�► 16,-0„ 16,_0„ AND ® C-16 - --- 1� 0 B-4 3-#7 Aw C-17 EQ 12 © 8„ 8, p,, EQ 32 - D r----- - _ - - _ -------------------------- --- --- ------------------------ ..----------------- 2. DESIGN LOADS FLOOR L.L. 100 PSF OR EQUIPMENT - ROOF L.L. 25 PSF + DRIFTING MAX. BENDING MOMENT 48 FT -KIP FRAMING PLAN _ WIND UBC 80 MPH EXPOSURE B ELEVA TION B-5 MAX. SHEAR = 17 KIPS SEISMIC UBC ZONE 3 f �S BEAM DETAIL We�2 of why q 418„_1,-0�, C -14,C-16 Dscp.WERMCRANT REUSE OF DOCUMENTS CONTROL BUILDING SHEET C-16 BAR Is ONE INCH ON CITY OF PORT TOWNSEND DR THIS DOCUMENT AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. DWG 22670 �p �`� _ _ _- - _ _- B.LAZARO PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALSTRUCTURAL 3 OF 158 FJ GISIE� V�� CHK SERVICE, IS THE PROPERTY OF CH2M HILL AND ISNOT TO BE 0 1. WASTEWATER TREATMENT PLANT L,ARAGON USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON PARTIAL ROOF FRAMING PLAN DATENOV 1991 _ APV WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON PROS -` PETERSON NO. DATE REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. MESAAND DETAILS NO. SEA22388.RD IJ 4_#3 TIES 0 1 1 /_? " = 4 112' 22610 N OF ASSEMBLY N )P PLATE 2-'Y4 STAINL STEEL L IV8 ?pX I P)X6 1) 'HORS TYP,11 DWELS ROOF DLAN DETAIL 1V2"=1'-0" C- 15, C- 16 1,-o 0L./livi "ulk_,,v_l A T CORNER co SIDE i L TE FOP �#3 E TE *1 -- BEAM NOTCH STIRRUPS - '-LAM A T CORNER 3-#6 2-#5 ims Z co z BELT PRESS ,,- 3-#6 2 - #5 #4 STIRRUPS 3-#6 #3 STIRRUPS—] SEC T1 ON 1 \#3 STIRRUPS WELD IN TO Q 27 9 6" — 1,3'-6" EQ EQ 27 9 6" 13'-6" EQ RIGID A SSEMBL Y N —<TYP Ix "THICK x� S TIFFENER /lX PLA TES* VB " THICK BASE PL A TE* NOTE: TOP PLATE NOT SHOWN SEC TION 2 3-#6 CONIC ` COLUMN B-6 Wo #3 TIES 4-#5 VER TS SEC TION 3 GLt BE, 2x2 B-7 CANOPY BEAM DETAIL X41 V2 ­= I '- 0 C-16 CONC WALL 3x8 TOP PLATE 3x8 LEDGER - W1 314" ANCHOR I V - I HEAVY Uu 1\ 4!12 " 1 V2' SIMPSON HU28'. JOIST HANGER (TYP) (TYP} 70 2X8 (TYP) 318 PLA TE BEAM CONN PLAN !12 > DETAIL WOOD JOISTS-,' C-18 NOT SHOWN (SIM) 0 0 3-Y4"(TYP) 4V2"(TYP) 33/4 "(TYP) DETAIL SEE ---GLU-LAM (SIM) ri 3 SIMPSON HUZb SERIES 5V8xl2 C-18 SLOED rD DETAIL HEA PVSKEWEDY DUY I ly= i A- 0)y C-16 HANGERS (TYP) D,ETAIL 318 " PL A TE MIN C-16 2X8 (TYP) BEAM SEAT WELD INTO RIGID FOR BLOCKING AND ASSEMBLY NAILING SEE (SIM) 6 5V8xl2 C-6 GLU-LAM- i i 2X8 A35 H 8 FRAMING ANCHOR DIA ---- -- BOLTS ii (TYP) TREATED WOOD PLATE ii n 314'D1Axl'-0"- WITH SILL SEALER (TYP) LONG ANCHOR 2-314" DIA BOLTS 0 32 % ------------------ I x 1,-O" LONG o-----CONC COLUMN (TYP) ANCHOR STUDS BEYOND WELD TO PLA TE SEE C-20 SECTION F SEC GLU-LAM BEAM -- 6IP t,173 o ( FT.A PTL. - E E E y i j 11-11-91 SEA22388\C-30.CWG 6” SPACING FOR 12" SPACING TYP I6 " SPACING FOR 12" SPACING TYF W10111 r 1 12 " #8 VER TS TOP LAP W/ BEAM -------- REINF & BOTTOM 12 #8 DOWELS I 0 • - CONC WALL - -- -- - --- o --- #6 ® 6" T & B 2'-6" 4 „� -6 „ OR 1-8 #4 ® 12„TIES (TYP) C) �1 SEE PLANS PLAN SMOG TH ----TOP OF CONC SLAB DOWELS D Q ------BEAM REINF ---- B o T TOM of CONC BEAM 2 LA YERS CONCRETE ROOFING FELT _ _ --- - - PILASTER l /--- #8 DOWELS CONC SLAB EL E VA TION DETAIL 3/4 "=1' '- 0" C-14, C-16 GLU-LAM � 8 314x18 -- --- SIMPSON 7 GAUGE CONNECTOR HCC3T (SIMILAR) FABRICATE TO FI T. WELD INTO RIGID ASSEMBLY, SEE PLAN. O O O O ;� o 1 0GLU-LAM 3!18 "X 12 O O O O � 7 GAUGE SIMPSON CC - - -- -- - FILLER PLATE COLUMN CAP OR EQUAL --�! 4X4 TIMBER--- COLUMN �_- --- COL UMN -- ------ _ - I SIMPSON CC -44- COLUMN CAP OR EQUAL __ _ _ A_ #3 TIES ® 12 " SPA CE A T 6 " 0. C FOR TOP & BOTTOM 1'- 6 #6-1--F T&B 8#7 W/ #7 DOWELS INTO BASE SLAB L / T PLAN __ ------ BUILDING WALL FOOTING SEE SH C-13 EL 16.33 OR EL 15.6 7 SEE SH C-13 3-3/4 DIA SMOOTH --- _ DOWELS x 1,_0„ EQUALLY SPACED REINF NOT SH 0 WN EL -1-0.0-01. UC 1f-1IL ( IU %2"=1'-0" C-14 GLU-LAM Q z 11f"iQ DETAIL 64 1%2"=1'-0" C-15 2_ 3 GAUGE CAP PLATE ------ 3/4 MB (TYP) 4x4 TIMBER COLUMN - - SIMPSON CE COLUMN BA OR EQUAL ( GLU-LAM -- ROOF BEAM 'SON CC AUGE LJMN CAPS TIMBER 2x8 UMN PLA 7 - GLU-LAM i 3%8x12 S o i � U I SECTION GLU-LAM 3118x 12 - ----- --- _ Vis" SIDE , PL A TE, WELD INTO RIGID ASSEMBLY - ---� PLAN GLU-LAM 3 %8 "x 15 ----- GLU-LAM Q z 11f"iQ DETAIL 64 1%2"=1'-0" C-15 2_ 3 GAUGE CAP PLATE ------ 3/4 MB (TYP) 4x4 TIMBER COLUMN - - SIMPSON CE COLUMN BA OR EQUAL ( GLU-LAM -- ROOF BEAM 'SON CC AUGE LJMN CAPS TIMBER 2x8 UMN PLA 7 �r O �I O , O GLU-LAM ROOF ----- BEAM, SEE PLANS SH C-15, C16 - - 3 GAUGE STEEL ,.OLUMN CAP, WELD INTO RIGID ASSEMBLY 3IMPSON CC .-OLUMN CAP, - ABRI CA TE TO -IT ONCRE TE "OUNDA TION WALL OR Di:-nf7gTAi DETAIL 11 1%2"-1'-0" C-15 --- I I I I Oo I i I PLAN SECTION DETAIL 15 1 %2"=1'-0" C-15 C L _. / T V 1 1"1 L.J lJ L_ I-, N� %2 " EMBED PLA TE --- - - NOTE: LOCA TE ACCURA TEL Y TO FIT ROOF MEMBER ELEVATIONS AND LOCA TIONS. DETAIL �2 1 V2"=1'-0" C-15 SIMPSON CCD COLUMN CAP 114 " STEEL PL A TE �, �---- 3%8"x12 GLU-LAM -- SIMPSON CCO COLUMN CAP u 2V2'1 11 %2 " 3/4 " DIA x 1 '- 0" ANCHOR BOLTS (TYP) SEAM TES ON � FOR _L REINF m - % "DIA S. S. TUDS, FULL 'ENE TRA TION /ELDS TO -Y8" 'LA TE 'ONC WALL I/2" .THICK BEAM SEAT o 0 1 V4 " o -- •-+-- TYP BASE O O PL %2 "x9 "x9" ----1w Z TS4x4x%4 -- - TS3%2X3%2X%4 0)1(10 i� ® 17 I ® ® 4--Y8" DIA x 1 '-0" ANCHOR BOLTS W/ LEVELING NUTS 1 V2 SECTION @ 16 NON -SHRINK 1 1 1/2" = 1'-0" GROU T EL 18.00 » 4 - 3 TIES o - ----- --- --- - - 1 112p$ # - - -- / ' - --- 4 6 VERT ®1 1 2 ---� --- - ------ - --- -((TYP) �I iL=`_� ,t -- FDN WALL ANCHOR BOL TS 4 #6 EW BASE PLATE T&B 1/2"x4"x0'-9 1/2" ---- - - -- SQ --- ---- - SECT/ ON ® 17 1 1/2 = 1'-0" DETAIL 3/4"=1'-0" C-21 C-15 C 15 G 16 S �r O �I O , O GLU-LAM ROOF ----- BEAM, SEE PLANS SH C-15, C16 - - 3 GAUGE STEEL ,.OLUMN CAP, WELD INTO RIGID ASSEMBLY 3IMPSON CC .-OLUMN CAP, - ABRI CA TE TO -IT ONCRE TE "OUNDA TION WALL OR Di:-nf7gTAi DETAIL 11 1%2"-1'-0" C-15 --- I I I I Oo I i I PLAN SECTION DETAIL 15 1 %2"=1'-0" C-15 C L _. / T V 1 1"1 L.J lJ L_ I-, N� %2 " EMBED PLA TE --- - - NOTE: LOCA TE ACCURA TEL Y TO FIT ROOF MEMBER ELEVATIONS AND LOCA TIONS. DETAIL �2 1 V2"=1'-0" C-15 SIMPSON CCD COLUMN CAP 114 " STEEL PL A TE �, �---- 3%8"x12 GLU-LAM -- SIMPSON CCO COLUMN CAP u 2V2'1 11 %2 " 3/4 " DIA x 1 '- 0" ANCHOR BOLTS (TYP) SEAM TES ON � FOR _L REINF m - % "DIA S. S. TUDS, FULL 'ENE TRA TION /ELDS TO -Y8" 'LA TE 'ONC WALL I/2" .THICK BEAM SEAT o 0 1 V4 " o -- •-+-- TYP BASE O O PL %2 "x9 "x9" ----1w Z TS4x4x%4 -- - TS3%2X3%2X%4 0)1(10 i� ® 17 I ® ® 4--Y8" DIA x 1 '-0" ANCHOR BOLTS W/ LEVELING NUTS 1 V2 SECTION @ 16 NON -SHRINK 1 1 1/2" = 1'-0" GROU T EL 18.00 » 4 - 3 TIES o - ----- --- --- - - 1 112p$ # - - -- / ' - --- 4 6 VERT ®1 1 2 ---� --- - ------ - --- -((TYP) �I iL=`_� ,t -- FDN WALL ANCHOR BOL TS 4 #6 EW BASE PLATE T&B 1/2"x4"x0'-9 1/2" ---- - - -- SQ --- ---- - SECT/ ON ® 17 1 1/2 = 1'-0" DETAIL 3/4"=1'-0" C-21 C-15 C 15 G 16 i I - IIATF• 17-;t0-41 FII n( --N m f � T.O. SLAB B.O. RUSTICATION O N B.O. RUSTICATION o � NI C. B.O. RUSTICATION I O cv I 3/8" B.O. RUSTICATION] C. HIGH POINT EL 26.00 �M FLOOR SLAB I B.O. RUSTICATION - I I C.J: N B.O. RUSTICATION SEE DETAIL141 TYP \ #6 @ 12 N \ IIII-1111= � -IIII BITUMINOUS - DAMPPROOF I NG TYP ON BELOW GRADE011 WALL (TYP) HIGH POINT EL 10.00 ADDITIONAL 3 SETS HOR I Z REINF SPARE AT 6" W/ 4� RT V�v SEAL AND Q�waF SIGNATURE HERON APPLIES o 07 TO CURREN REVISION ONLY 64 24 REFER TO ��� 24 I5 -f ORIGINAL DRA ING `rs/ ONAL FOR SIGNATURES -WIRES 12-30-q2 AND SEALS 2'-0" #4 @ 12„ EW, EF (TYP) #4 W/STD 900HOOK EA ENO (TYP) #4 @ 12" (TYP)--,- • 3 'Y32 " PLYW C-7 : 12 _ CONCRETE 2x 10 @ 24" \ PEDESTAL (TYP) SEEQ #4 @ 12„ C-17 T.O. SLAB EW, T&B- EL 43.83 . . . . . . . . . . . . . . . . . %B-1%B—I EL 43.17 1 EL 42.25 I CEILING B-21 EL 39.83 BELT PRESS ROOM 38.22 I CONIC C-201 j PILASTEf? 9 j C-18 j OPNG AT WALL i BEYOND FOR EXHAUST FAN TYP OF 2 SEE All CH W- @ #5 12" (TYP) CONC PILASTER DETAIL Q 10 "(TYP) C-18 ��--- # 5 C 12 " 8 TYPE I SEE ROOF PLAN SH C-15 FOR NAILING (TYP) FOR ROOF FRAMING PLAN SEE SH C-15 ---PREFORMED METAL ROOFING, TYP t• EL 38.22 \ OPNG AT WALL 3 X 12 /- BEYOND FOR LEDGEf:�--- 0 CONVEYOR, II II II II B-4 EL 22.00 VERIFY 1- /_ T ION WITH BELT PRESS Al AND CONVEYOR MFRS, SEE C-27 \ OPNG RE INF v SEESTYP o../ I PLATFORM SEE C-23 I Cl #5 @ 12" T&B #4 @ 12" T&B I I MONORAIL 2-30"W x 72" Hx I I BEAM B 4 "T HK ACOUSTICAL I SEE PANEL AT WALL � C-20 BEYOND, SEE 138 ----.,[ OUTLINE OF ACOUSTICAL FIXED LOUVER AT WALL BEHIND BLOWER ROOM PANEL TICAL A. Q 3'-0„ 3'-0lj (TYP) (TYP) --------FOR REINF CLEARANCES AT RUST ICAT IONS SEE141 (TYP) .J. ALL OPNG FOR WINDOW BEYOND (*_2_ (SIM) C-8 S I MPSON PA 28 PURL I N ANCHOR AT BLOCKING 2x 12 BLOCKING @ 48" O.C. SEE ROOF PLAN SH C-15 518" PLYWOOD S I MPSON STD JOIST HANGER (TYP) SOLID BLOCKING ABOVE C SIM BEARING WALLS (TYP) FOR ROOF FRAM II` z_ ` C-6 ,��R-30 BATT INSUL GWB CEILINE SEE 1S2 C-15 "'-�2— 5/8" DIA x 6" S.S. GLU—LAM BEA 1x3 WD � WEDGE ANCHORS TRIM, TY @ 24" O.C. POLYMER ROOM 2x6 CEILIN FRAMING I C.J. C.J. MDO PLYWD THIS \ GWB CEILING • WALL ONLY I 9 I I C-1,1' I OAT & I I BOOT RACK � I _m 3 EL 24.00�-- BRICK FACYNG ------------ --- 1) - o a o o 10 OPNG AT WALL ,p• ,o0 0001000 11 BEYOND FOR 3" 12'( 8 CMU WAL� LOUVER (TYP OF 2 THIS WALL) SEE PLAN z _ MUD RM z C-114 I I FIBERGLASSQ GRATING 00 I CURB GH I SEE GS -3 1--_1 I I S44 U EL 18.00 I c _00 EL 16.33 —IIII . I I #5 @ 12" EW --,---- W I I " PJF `-95 @ 12" EW 1'-0" I FOR FOOTING DETAILS s2 CTRD (TYP) I SEE SHTS C-6 AICD C-7 #6 0 61]5'-6" CMU REINF NOTES: FOOTING BEYONQ 1. #5 @ 32" VERTS IN GROUTED CELLS \ �/ 2. #5 @ 48" HORIZ IN GROUTED BOND BEAMS 3. #5 DOWELS TO LAP VERTS 2'-0". 4.2—US CONT TOP OF 8" WALLS. , C-16 2. FOR ADDL REINF AT CONCRETE OPNGS, SEE S6 SECTION A 3/8" = 1'-0" C -2,C- 13,C- 14,C- 15 D 6b ----- ----------- - 5. FOR CORNER REINF SEE SS -- - - -- - - y'�, 6. FOR ADDITIONAL BARS AT BEARING • #6 0 12" # 12" PILASTER AN ,O POINTS SEE PLAN AND DETAILS. EW , T & B 1'_o it cp ? W FOOTING BEYOND E 7. CMU LINTEL ABOVE OPENINGS- (TYP) -, , C-18 GROUT SOLID 3 COURSES MIN, REINF E PAD BOTTOM COURSE WITH ADDITIONAL 2-#5. NOTES: 1. FOR BEAM DETAILS SEE EE . 2. _ C_ 8. EXTEND 2'-6" BEYOND OPENING EA END. FOR ADDITIONAL BARS AT OPENINGS SEEnS6 C-16 2. FOR ADDL REINF AT CONCRETE OPNGS, SEE S6 SECTION A 3/8" = 1'-0" C -2,C- 13,C- 14,C- 15 D 6b w SEA223°s\0-16 m - \ 4b' PLYWDOJ C-7 /SEE ROOF PLAN SH C-15 FOR NAILING (TYP) f/ 12 FOR ROOF FRAMING PLAN A SIM i ""' � - SEE SH C-15 C-6 � � \ � 4 CONCRETE 2x10 ®24" ' PEDESTAL (TYP) PREFORMED METAL ROOFING, TYP SEE ( -3 012" / T.O. SLAB W, T&B EL 43.83 T. 0. SLAB g1 EL 43.17 B-1 B.O. RUSTICATION i EL 42.25 a 00 FOR REINF CLEARANCES o I I CEILING SEE u 77 C(n7YOP�S B.O. RUSTICATION I EL 39.33 141 I J N B.O. RUSTICATION aJ EL 38.22 E 38.22 ® WINDOW BEYOND PILASTER 9 OPNG AT WALL 7k: 2 (Sim) C-18 BEYOND FOR C-8 CONVEYOR SIMPSON PA 28 PURLIN O BOPNG AT WALL EYOND FOR EXHAUST OPNC EINE ANCHOR AT BLOCKING 45" PLYWOOD I I FAN, TIP OF 2, SEE MECH. SEE 56 TYP 2x12 BLOCKING B 4B" O.C. SIMPSON STD JOIST t\ 3 X 12 / SEE ROOF PLAN SH C-15 HANGER (TYP) LEDGER \ SOLID BLOCKING ABOVE C SIM /BEARING WALLS (TYP) C-6 I FOR ROOF FRAMING _._. BELT PRESS ROOM EE SH C-15/ M I EW EF " I I EL -30 BATT INSUL GWB CEILING 12 41 C-201 1x3 WD \ (TYP) 2-3f1" DIA x 6" S.S. GLU-LAM BEAM PRIM. TYP b3 WEDGE ANCHORS 3- #4 w/s SEE M-4, PEDESTAL Of gE"Y O 24" O.C. POL YMER ROOM I EL 28.75 2x6 CEILING 90'`HOOK • VERIFY WITH FRAMING EA END C-14 CONVEYER MFR. C-116 GWB CEILING (�) EL 27.75 Z MAO P ONLYWOY THIS WALL ONLY 38" B.O. RUSTICATION 14 0 12" p C.J. I C.J. TYP) C-1Y� I OAT& I HIGH POINT EL 26.00BOOT RACK FLOOR SLAB I X L- I L J I EL 24.92 #5 O 12" TdcB EL 24.00 — BRICK FAC11�G B.O. RUSTICATION I _ _ _ _ ° ° I BF OND �I p 12 T&B C.a OPNG AT WALL •• ••• ••• •' 8'CMU WALL 0 J BEYOND FOR , 3 12 N B.O. RUSTICATION I — LOUVER (TYP SEE DETAIL TYP �- OF 2 THIS WALL) 2 MAID RM EL 22.00 MONORAIL r � SEE PLAN 141 2-30"W x 72"Hx I I BEAM 2 C -i 14 I 7" HIGH SEE 8 GRATING 4"THK ACOUSTICAL � ' � FIBERGLASS � : CURB WI PANEL AT WALL — •— _ — J C-20 SEEtE U EL 18.00 BEYOND, SEE ,¢5012' 138OUTLINE EL 18.00 ' 16012 ' (TIP) ACOUSTICAL EL 17.33 ---- '- --EL 16Illt ED -o CONC FIXED LOUVER .33 =1_ Ij�_ _ PILASTER AT WALL BEHIND EL VARIES IIII=IIII_ w -IIII ACOUSTICAL DETAIL BLOWER ROOM PANEL 2 #5 0 12" EW C-18 1'-0" BlTUM/NOUS 10" TYP) C -f +. PJF #5 p 12" EW I SEEEE SHTS CC6 ANI C 7 DAMPPROOFING TYP ON CTRD (TYP) BELOW GRADE WALLS 'O REINF NOTES FOOTING BEYOND/ ,{6 0 6" —` e 3'-O" 3'-0" 1 5" 6-D* 1. #5 0 32" VERTS IN GROUTED CELLS h� 2. #5 0 48" HORIZ IN GROUTED BOND BEAMS 6'-0" (TYP) (TYP)(T ) 3. #5 DOWELS TO LAP WRTS 2'-0". HIGH POINT EL 10.00 I 4. 2-#5 CONT TOP OF 8" WA S. 5. FOR CORNER REINF SEE S5 to _ — — — — — — — — — — — 6. FOR ADDITIONAL BARS AT BEARING • ADDITIONAL 96 ®12" #6 ®]2` PILASTER AND POINTS, SEE PLAN AND DETAILS. 10 io FOOTING BEYOND 7. CMU LINTEL ABOVE OPENINGS - 3 SETS EW, T&B 1'-O" 1 ? EW, T&B C-18 GROUT SOLID 3 COURSES MIN, REINF HORIZ REINF (TYP) BOTTOM COURSE WITH ADDITIONAL 2-#5. SPARE AT EOPT PAD EXTEND 2'-6" BEYOND OPENING EA END. 6" W/ NOTES, SEE 1'_2�. Z S. FOR ADDITIONAL BARS AT OPENINGS SEE 56 C-14 1. FOR BEAM DETAILS SEE D C-16 2 FOR ADDL NF AT CONCRETE OP/NGS, SEE S6 SECTION KA s vrA„ CONTROL BUILDING SHEET C-19 �11`'s - - DSGN W -RM RAN REUSE OF DOCUMENTS IDEAS AND DESIGNS INCOR- BAR IS ONE NCH ON CRIONAL DRAWNC. CITY OF PORT TOWNSEND 400 -_ - 158 STRUCTURAL 1991 z . R B.LAZARO THIS DOESIMENT, ANO THE PORATED HEREIN, AS AN INSTRUMENT OLF PROFESSIONAL SERNCE. IS THE PROPERTY OF CH2M HILL AHD IS NOT TO BE D ��I• WASTEWATER TREATMENT PLANT DATE NOV SECTION PROD OAF USED IN YMZE DR IN PART. FOR ANY OTHER PROJECT F NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON 5EA22368.R fIDNALRN`�L J C 6• K L ARAGON 0 12- ADDENDUM N0. 2 JRM DLP wnT+OT THE WRITTEN AUTHORIZATION OF CH2M HIL. THIS SHEET. ADJJST SCALES ACCORDNGLY. PVD D. PETERSON N0. DA RECISION BY APVD OCH2M HHLL �I W� ■ 11 12--91 S; A22388\C- ,6.UWG �18 " PLYWOOD C- 7 �. l FOR NAO ING ( PLAN C- 15 -s A SIM 12---- FOR ROOF FRAMING PLAN C-6 SEE. SH C-15 . CONCRETE 2x10 Com? 24" ' \\, PEDESTAL (TYP)$ �l —PREFORMED MEC ROOFING, TYP SEE 3 _ , ¢r Q ;. #4 ®12 wy. C-17 T. O. SLAB EW, T&B --\ - - - - EL 43.83 - --- ----- -- - ------------- : „{ .r T D. SLAB B -1 ,r B-1 EL 43.17 x B.O. RUSTICATION - -- -. - -- --- --- - -- - —_ _ EL 42.25 - - CEILING \ ?� - --_ ---FOR REINF CLEARANCES N -- ---- - - B-2 AT RUSTICA TIONS pq 1 _ ---- - - _ - _ - _- B O. RUSTICATION SEE 141 (TYP) _ I C. J: EL 38.22 ,- C. J.I _ . -WALL OPNG FOR N \1 EL 38.22 B.O. RUSTICATION -- -- - WINDOW BEYOND l CON C' PILASTER ('9 - -- - '°OPNG A T WALL (SIM) y C-18 _' �� BEYOND FOR C -8r:.- t: CON,VE YOR A6 \ ' ?` SIMPSON PA 28 PURLIN,r ----- OPNG AT WALL ,�.-Y8" PLYWOOD,,," �;-ANCHOR AT BLOCKING BEYOND FOR``EXHAUST OPNG REINFs i /--- 1 FAN, TYP OF 2, SEE MECH. SEE TYPy �� 2x12 BLOCKING ® 48" D.C. S6 3 X 12 / �` - SEE ROOF PLAN SH C-15 �/ SIMPSON STD JOIST " LEDGER HANG (TYP) EL 33. 00 \ SOLID BLOCKING ABOVE Q -- ----- - - C Sim FT�� Ul� ��� 'BEARING WALLS (TYP) C-6 ' ! #4 ® 12" 1 BELT PRESS ROOM \ FOR ROOF FRAMING _-_ Ni -SEE SH C-15 i EW, EF -R-30 BATT INSUL GWB CEILING--:. EILING (TYP) C-201 Vis' ;� �`a EL 31.00 / _12 -2- -Y8" DIA x 6" S. S. GLU-LAM BEAM 1x3 WD "CONC PEDESTAL WEDGE ANCHORS TRIM, TYP-------- 3 - #4 YP--- 3-#4 W/ST SEE 6 -10 * ®24 O.C.!� 900HooK ° � - � � ; EL �$. 75 -. - �---------------_ POLYMER ROOM,.. � � 0- -� - � �- - --*-VERIFY WI TH CEILING----- I (TYP) EA D C-14 i CONVEYER MFR. -- ---_ __ _ C-116 ),x6 AMING \ (, -\� iL 27. 75 `\ Z MDO PL' THIS �._ �, GWB CEILING `-M8 " B.O. RUSTICATION #4 © 12" WALL ONLY ,� -C. J. C. J. (TYP) " r #j HIGH POINT EL 26.00 - - I C-1 VI _ COAT & FLOOR SLABr - - BOOT RACK `TF n - \' - __ t -! — — EL 24.92 ----- --- 'f - E -- - + - B.O. RUSTICATION — I #5 ®12 T&B EL 24.0D�_ �- BRICK FACT G I�_-- oI- - -- --- N I -, -B- 4 �#4 ®12" T&B ,�°1,+} .�3 °BEYOND CJ. OPNG AT WALL _ .oo. o00 000 000, C. J. 8 CMU WALL BEYOND FOR 12, B.O. RUSTICATION LOUVER (TYP i -- -----SEE DETAIL --- ---._TYP - -----� ,,r / \ �-- EL 22.00 �� � � �'� OF 2 THIS WALL) O 2 'j# MONORAIL SEE PLAN C� ._:_MUD RM \ / 2„30" W x 72" Hx BEAM 4THK ACOUSTIC� SEE B FIBERGLASS C-114 � 7” HIGH j PANEL AT WALL C-20 GRA TING oo CURB BEYOND, SEE L — — — — -� \ SEE8GS-3 -_#5 ®12 1'38 --- U r - - ----- - ---- -- ----- - -- .' #6 ©12"----- (TYP)' OUTLINE O � _EL 18.00-- # -EL 18.00 4 ---- - – -- - - --}— _ o0 ^� , ACOUSTICAL .�� EL 17.33-� - .� FIXED LOUVER�r-_r_z7 i-x_rrY-t rJ==i-i A- L7L-J L i- I =r_ -r_ i -r r- =r -1-ALL r ___F_ 1, -r i=I=1 r-=- CONC o - - PILASTER AT WALL BEHIND'` EL VARIES --------- ---- -- EL 16.33 - III IIII - -- - DETAIL ACOUSTICAL ------------------ -- - -- - - -! II O BLOWER ROOM PANEL N r C_18 ,` ? #5 ® 12" EW --� 10"(TYP) _ - ---- _ _ _ -----_ - - --- - - - Bl TUM/ NOUS _ _ - ___ _ C-1 - -- -- ---- ----------�--- � - - DAMPPROOFING TYP ON %4" PJF #5 ®`Y12 EW _ ' FOR FOOTING DET, ILS RADE WALLS - -- CTRD (TYP) SEE SH TS C-6 AN7 C-7 BELOW G ,- �\\ _._#5®12" _ EQP PAD1. � ' TYP B --#6 ® 6" 5'-s" CMU REINF NOTES: - ._________ _- _- _ _ ` FOOTING BEYOND/ -\ #5 ® 12 -�- \ 3'- ----3ei SFU --0 5" 1. #5 ®32 VER.TS IN GROUTED CELLS _�. (TYP) i (TYP) _- - _ - 2. #5 ® 48" HORIZ IN GROUTED BOND BEAMS (TYP) I I , 3. #5 DOWELS TO bAP VERTS 2'-0". - --f__-.- HIGH POINT EL 10.00 - _ -' _ I / - -- 4. 2-#5 CONT TOP OF 8" WALLS. - co ? 5. FOR CORNER REI NF\`SEE S5 - -- -- 6. FOR ADDITIONAL BARS AT BEARING ADDI TIONAL - #6 ® 12" - 6 C9 12" PILASTER AND POINTS, SEE PLAN AND\ DETAILS. 3 SETS EW, T&B - _ Z_ # FOOTING BEYOND 1 0 EW, T&B C-18 7. CMU LINTEL ABOVE OPEN/NGS- HORIZ REINF �"' (TYP) GROUT. SOLID 3 COURSES MIN, REINF SPARE AT EQPT PAD BOTTOM COURSE WITH ADDITIONAL 2-#5. SEE EXTEND 2'-6" BEYOND OPENING EA END. %s WER'? F pF W+Sy� q LIZ , 22670 •n FGlSjER t� JONAL Nvit�: 2 1. FOR BEAM DETAILS SEE D C-16 2. FOR ADDL REINF AT CONCRETE OPNGS, SEE S6 C-14 8. FOR ADDITIONAL BARS AT OPENINGS SEE S6 SECTION A 3118„ 1,_O,J C-2, C- 13, C- 14, C- 15 A If fIATF • 11-19—A1 FII FN OAAF •�F L�7?SRR /C`— 1F,A f�C�N L6x3% x3/8xO'-7�' 31 �N 8�� 4 TYP=__------ w BEAM B-3 OR B-4 2-3/ "DIA BOLTS �0 4%" OC w\� OASIM A i M � 2-L4x3%x%6 x0'-61/" MONORAIL BEAM I ' 1 4-5/ "DIA S.S. SHIM AS REOD I WEDGE ANCHORSI rr `"-- 2-3/4" DIA S.S. x 5 LONG , A325 BOLTS (TYP) DETA IL 7 2 x 8 BLOCKING @ 48" O.C. 3rr _ r' SEE PLAN SH C-16 / 1r-0 S I MPSON STD GLU-LAM 1 JOIST HANGER BEA (TYP) I DETAIL 5 1 C-17 VAULTED METAL I SOFFIT 11-1-11 LA rA-N), SM / 12 I /� C-8 41 -------------- I B-6 IId000 11 - — � B-7� B.O. BEAM BEYOND i B-7*EL 29.00 FOR BEAM I VERIFY WITH DETAILS �� EL 31.25 CONVEYOR SEE 4 i MFR 17 — *AS REO'D BY 4-#6 EW, T& CONVEYOR, SEE I C-27 EL 26.00 (NOM) 12 4 w 3 ■ 4 5 6 GLU-LAM BEAM S I MPSON STANDARD JOIST HANGER (TYP) '%2 " PLYWOO9YP) FOR NAILING SEE DWG C-15 � ' • I, 4; • • ' . �••Ir �I -B-8 CEILING FOR BEAM DETAILS FOR WALL I SEE REINF, A 1 (TYR) Q SEE 1 1 C-16 C-19 I S I MPSON P C 8 PURL I N WALL OPNG CJ I ANCHOR AT CK I N FOR WINDOW 3x8 LEDGER LOCATION (OPPOSITE -:::q SEE DETAIL OF ACCESS — HAND) SH C-19 DOOR BEYOND- C-8 (SIM) OPNG INF 1 ! \ I �� BATT INSULATION ((TYP) S6 �� j (TYP) `r --—��----- \,----. BELT PRESS ROOM 1 I r ----------I C-201 I j j I I I L GB -2 I 3/ " PLYWOOD PLATFORM , I � � SEE ,7 I I C' BEYOND ON 2x8 I I 1 N CEILING JOIST @ I I I C-23 I TOP OF CONC I I I 16 O.C. FOR ACCESS TO MECH 1 j j FOR SLAB REINF EL 26.375 I I I RL G I EOPT I I I I SEE Q S26 TYPE I I _ C-19 I cV EL 26.50 I I cv CONCRETE COLUMN FOR AM DETAILS SLUDGESEE TROLLEY STOP (TYP) Q B-4 B-3 LOAD /NG AREA EL 22.22 _ C-16 IL EL 15.67 0 A SECTION y 3/ It _ 1,-o rr 4-#6 VERTS W/ DOWELS 93 TIES 4" O.C. WALL OPNG �i FOR F IXED M ACOUSTICAL LOUVER - SEE S6 (TYP) , EL VARIES BITUMINOUS DAMPPROOF I NG TYP ON BELOW GRADE WALLS----' HIGH POINT EL 10.00 1'-6" S10x25.4 MONORAIL BM � SEE SPRING ISOLATOR (TYP OF 6 EA BLOWER, SUPPLIED BY BLOWER MFR) 1 THICK INERT I ASE (SUPPLIED Y BLOWER MFR 0 Flo— BLOWER ROOM 30"x'60 ACST C_ 1 PANEL 7'-0" I WALL ' BEYOND----' o' I ' 0 6'-6f' 30"x 72'r ACST PANEL I I 1 I I I " I I I I O I I I I I ..... ...................................................................................................................................... BLOWER PAD DETAI 2 CONC PILASTER AT FAR WALL NOTES: C-14 SEE DETAIL A 1. FOR ROOF, FLOOR, AND FOUNDATION SLABS REINF SEE C-18 2. FOR WALL REINF SEC-18 A - 18 SECTION g SEAL AND � � 3. FOR BEAM DETAILS SE %� & Q SIGNATURE 3/ "= 1'-0" C -2,C— 13, HERON APPLIES C-16 C-17 C- 14,C- 15,C- 16 TO CURRENT — REVISION ONL , ° DSGN -� D.WERMKRANTZ 16424 REFER TtsTE����a _.. ,. ORIGINAL DR WIN �ssJ�NAL� DR B •LAZARO FOR SIGNATURES p" CHK L.ARAGON 01 6/92 CI NO. 20 AND SEALS EXPIRES 12-30-91- .c APVD °= D.PETERSON I NO. DATE REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT ON IF NOT ONE INCH JRM DLP WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADKJSINCH HT REVISION I BY APVD CCH2M HILL SCALES ACCORDINGLY. ROLLE TOP L 22.2 -CJ ADJUST LOCAT IONS OF ACOUST ICAL PANELS IN FIELD AS REOU I RED TO AVOID PIPING AND PILASTERS. FOR WALL AND SLAB REINFSEE C-19 CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON 12 �4 TOP OF WALL BEYOND ----- SUSPENDED ACOUSTICAL CEILING— ` LABORATORY C-111 FOR INTERIOR ELEVATIONS SEE SH C-9 EL 18.00 EL 16.33 FOR FOOTING DETAILS SEE SH C-6 & C-7 CONTROL BUILDING STRUCTURAL SECTION 3x 12 LEDGER S l MPSON PA 18 PURL / N ANCHOR AT BLOCKING AT 48" O.C. AND AT EACH RAFTER /5/ " PLYWOOD S I MPSON STD JOIST HANGER U210 (TYP) 2-'%2 "S. S. WEDGE ANCHORS x5" LONG @ 24" O.C. PREFABRICATED METAL ROOF WOOD FRAME WALL GRAVEL w RETAINING WALL SEE DETAIL AND SH B-1 & B-2 C-22 SHEET C-20 NO. 37 OF 158 DATE NOV 1991 PROJ SEA22388.RD NO. A c D • BEAM B-3 OR B-4 2-'Y4 "DIA BOLTS © 4V2 OC 3 %2 12 8 TYP -- _ = _ -- - - 4 A SIM - - - -- — i - - C- 6 2-L4x3%2x-Ylsx0'- 6V4 " MONOf; AIL BEAM J- - - ---- - 4- -'s "DIA S. S. - SHIM AS REQD :,x WEDGE ANCHORS X5" LONG - 2-3/4" DIA S. S. A325 BOLTS (TYP) DETAIL 2x8 BLOCKING 9 48 O.C.� -y4„ _ 1,-O„ SEE PLAN SH C-16 SIMPSON STD CLU -LAM SIMPSOp JOIST HANGER BEAM I —CJS-`. ANCHOR DETAIL ( J 1 C-17 A s I M C-8 -� i j FOR BEAM DETAILS SEE 17 _ 4-#6 EW, T&B (� SQ 1 �� = J - - - 4 - #6 VER TS W/ DOWELS 0 a #3 TIES © 4 " O. C. SECT. 4 " _0 " f� DSGN� D R E GRADE WALLS HIGH POINT EL 10. DO BLOWER PAD DETAIL NOTES: C-14 1. FOR ROOF, FLOOR, AND FOUNDATION SLABS REINF SEE 2. FOR WALL REINF SEE C-18 C-18 3. FOR BEAM DETAILS SEE Q& Q C-16 C-17 GLU-LAM BEAM SIMPSON STANDARD JOIST HANGER (TYP) -Ys " PLYWOOD (TYP) FOR NAILING SEE D WG C-15 (OPPOSI TE -- - -� HAND) C-8 - ---BATT INSULATION ^_ 1 (TYP) 12 -----1 4 3x12 LEDGER SIMPSON PA 18 PURLIN ANCHOR AT BLOCKING A T 48" O. C. AND A T EACH RAFTER -Ys " PLYWOOD ---SIMPSON STD JOIST HANGER U210 (TYP) 2 - �18 "S. S. WEDGE ANCHORS x5" LONG ® 24" O. C. PREFABRICA TED METAL ROOF WOOD FRAME WALL IIII_IIII -1111 �,• / X EL 18.00 _ GRA VEL R ROOM 30"x FO' 30"x 72'------ ACST ACST 1 PANEL i 'PANEL ---- ---- --_ -__EL 16.33 -- -- _ . ADJUST LOCATIONS - ---- -- � OF ACOUSTICAL -- i PANELS IN FIELD AS REQUIRED FOR FOOTING TO AVOID PIPING DETAILS J RETAINING WALL AND PILASTERS. SEE SH C-6 & - - SEE DETAIL WALL i C-7 AND SH 8 BEYOND -�'� i B-1 & B-2 C-22 FOR WALL AND SLAB REINF SEEQ A C-19 - CONC PILASTER AT FAR WALL SEE DETAIL Q C-18 SECTION g 'y„ _ 1'-O„ C -2,C-13, C -14,C 15,C-16 PM BLOWER PAD DETAIL NOTES: C-14 1. FOR ROOF, FLOOR, AND FOUNDATION SLABS REINF SEE 2. FOR WALL REINF SEE C-18 C-18 3. FOR BEAM DETAILS SEE Q& Q C-16 C-17 GLU-LAM BEAM SIMPSON STANDARD JOIST HANGER (TYP) -Ys " PLYWOOD (TYP) FOR NAILING SEE D WG C-15 (OPPOSI TE -- - -� HAND) C-8 - ---BATT INSULATION ^_ 1 (TYP) 12 -----1 4 3x12 LEDGER SIMPSON PA 18 PURLIN ANCHOR AT BLOCKING A T 48" O. C. AND A T EACH RAFTER -Ys " PLYWOOD ---SIMPSON STD JOIST HANGER U210 (TYP) 2 - �18 "S. S. WEDGE ANCHORS x5" LONG ® 24" O. C. PREFABRICA TED METAL ROOF WOOD FRAME WALL IIII_IIII -1111 �,• / X EL 18.00 _ GRA VEL R ROOM 30"x FO' 30"x 72'------ ACST ACST 1 PANEL i 'PANEL ---- ---- --_ -__EL 16.33 -- -- _ . ADJUST LOCATIONS - ---- -- � OF ACOUSTICAL -- i PANELS IN FIELD AS REQUIRED FOR FOOTING TO AVOID PIPING DETAILS J RETAINING WALL AND PILASTERS. SEE SH C-6 & - - SEE DETAIL WALL i C-7 AND SH 8 BEYOND -�'� i B-1 & B-2 C-22 FOR WALL AND SLAB REINF SEEQ A C-19 - CONC PILASTER AT FAR WALL SEE DETAIL Q C-18 SECTION g 'y„ _ 1'-O„ C -2,C-13, C -14,C 15,C-16 IL SEE O 1 i 1 CONCRETE _ • • CEILING • • CONCRETE BEAM B-1 3-#7, EXTEND i 3'- 6 BEYOND OPNG EA END f 132- DE X �„ HI GI H /l ACOUSTICAL LOUVER SEE -- (SI M) EL 42._25 - f FOR DETAIL SEE (SIM) H C-19 1 ! 2 • l - - --Q SIM I / C-8 DOUBLE ' 2X12 LEDGER 2--'a” DIA X 6" SS ' • WEDGE ANCHORS 24" OC (4 MIN.) - BELT PRESS ROOM FOR ROOF FRAMING SEE PLAN SH C-15 #4 012' T & B \ EL 43.08 4, , ,. LIFTING EYE TYPE1 3t S41 , #4 ®12"' ,,DETAIL- 9� 1/2»_ 1,_O„ 43.83 #4 06 --7- --- 3/4" D/Axl'-0" , \, ANCHOR BOLT,/ � 1 1" GROUT -L_. - ------ (MIN) - - -- -- „ ►�.... 8 - BRG , 1 1/2" I PL 3/4 x6 x1 -D 2 112 CMU \ WALL 5/8" PLYWOOD FOR NAILING SEE SH C-15 3x6 TDF PLA TE TS 6x4x. --SIMPSON C-201 STD JOIST i SIMPSON STD JOIST GLU LAM HANGERS (TYP) )LTI EYP - HANGERS Z BEAM -- . -- (TYP) I x M �, x 1 1- _-�- -- -=--1-- - o Z ' �' G WB I_ --- -- -- - - — --- - --- „ 11 4 CEILING t 1x3 WD TRIM-- g 8 CMU WALL 8 CMU WALL / W SEE SH C-19 SEE SH C 19 O m — - r- --�--, i - TS 6x4x. 25 - ' I -CONC STAIR -2x6 CEILING -CMU LINTEL BEYOND r -_ °D00 SEE I i 8'-0%4" HIGH FRAMING j SEE SH C-19 EL 28 00 S38 WALL OPENING TO - -- - ' EL 26.00 --- BEYOND i i MUD ROOM - ---- - -- -- -- . ___ I?i - -- __ RAILING W/TYPE A I iBEYOND -- GWR CEILING------ -- - --- - ---- -- - --- --- - • �0�� - - i - - - - - - - - -- ---� --- ---- ---- -- - --- -- -- --- - --� -- - - SEE - 7 ANCHORAGE - - - -- -- - S34 I '� • G W3 -T- 0 0 •ACEI L I N WALL _- • HUNG -I. OPNGnS6 i� \ -STEEL TUBE EL -22.22 �• •I �_ o_ CONCRETE 10 _------ 6- --- II -+ 6- BEAM B-3 SIDEWALK DOOR WALL OPNG FOR H-20 LOADING Z ACOUSTICAL LOUVER SEE S6 TYP zill BLOWER ROOM i III #5(@12" I I I I #6®6„0 1 3' -6 - C-1 - #3 © 6" STIRRUPS 4,#7 „ T&B, EXTEND 2-0 BEYOND OPENING EACH END - CONC PLASTER BEYOND FOR REINF A SEE SECTION C-19 EL 10.00 • CABINET p REINF -1-1- COLUMN ,' j \� EN TRY r -r BEYOND STAIR / I _ WI TH FACE _ �I --�---- l --.1_- -- --- JA NI TOR - - --- - -- - - -- --- -- -- - - - -- -- _ BRICK SEE 1 r l f _ �- , - --- ---- L- --�-- -- 1 _- - --1- I i IC -112 r �+ C-113 I -� - i LUNCH ROOM WALL OPENING -a -- l-- --� - -�- - -L - ---1--- - I I FOR WINDOWS -1=L C-18 - ---� -1-- 1-- ---L- i z� C-115 I -1 •Jul L_ Jul EL 18.00 1 1 #5 ®12"-- __ �T`� IIII_-1111= —.��-- .� I _ =1111 6 CONC SLAB ON EL 16.33 CONC STAIR 3-#5 _" GRADE. FOR REINF Z SEE S38 SEE PLAN SH C-13 o/� THICKENED SLAB- FOR FOOTING 8„ (TYP) DETAILS SEE COLUMN FTG - -- DWG C-6 AND C- 7 BEYOND BITUMINOUS SEE(SIM) Cc DAMPPROOFING QH TYP ON BELOW GRADE WALLS C-20 1 / NO TES: -1- 1. FOR CMU REINF SEE NOTES SH C-19. FOR SLAB AND WALL 2. FOR BEAM DETAILS SEE Q & REINF Q (TYP) SEE SECTION A C-16 C-17 C-19 3. FOR RUSTICATION LOCATIONS SEE O C-19 4. * DENOTES DIMENSIONS AS RECOMMENDED BY SECTION C EQUIPMENT MFR AND APPROVED BY THE ENGINEER %s" = 1'-O" C -2,C-13, C -14,C-15 I'll FOR ROOF FRAMING SEE PLAN SH C-15 #4 012' T & B \ EL 43.08 4, , ,. LIFTING EYE TYPE1 3t S41 , #4 ®12"' ,,DETAIL- 9� 1/2»_ 1,_O„ 43.83 #4 06 --7- --- 3/4" D/Axl'-0" , \, ANCHOR BOLT,/ � 1 1" GROUT -L_. - ------ (MIN) - - -- -- „ ►�.... 8 - BRG , 1 1/2" I PL 3/4 x6 x1 -D 2 112 CMU \ WALL 5/8" PLYWOOD FOR NAILING SEE SH C-15 3x6 TDF PLA TE TS 6x4x. --SIMPSON C-201 STD JOIST i SIMPSON STD JOIST GLU LAM HANGERS (TYP) )LTI EYP - HANGERS Z BEAM -- . -- (TYP) I x M �, x 1 1- _-�- -- -=--1-- - o Z ' �' G WB I_ --- -- -- - - — --- - --- „ 11 4 CEILING t 1x3 WD TRIM-- g 8 CMU WALL 8 CMU WALL / W SEE SH C-19 SEE SH C 19 O m — - r- --�--, i - TS 6x4x. 25 - ' I -CONC STAIR -2x6 CEILING -CMU LINTEL BEYOND r -_ °D00 SEE I i 8'-0%4" HIGH FRAMING j SEE SH C-19 EL 28 00 S38 WALL OPENING TO - -- - ' EL 26.00 --- BEYOND i i MUD ROOM - ---- - -- -- -- . ___ I?i - -- __ RAILING W/TYPE A I iBEYOND -- GWR CEILING------ -- - --- - ---- -- - --- --- - • �0�� - - i - - - - - - - - -- ---� --- ---- ---- -- - --- -- -- --- - --� -- - - SEE - 7 ANCHORAGE - - - -- -- - S34 I '� • G W3 -T- 0 0 •ACEI L I N WALL _- • HUNG -I. OPNGnS6 i� \ -STEEL TUBE EL -22.22 �• •I �_ o_ CONCRETE 10 _------ 6- --- II -+ 6- BEAM B-3 SIDEWALK DOOR WALL OPNG FOR H-20 LOADING Z ACOUSTICAL LOUVER SEE S6 TYP zill BLOWER ROOM i III #5(@12" I I I I #6®6„0 1 3' -6 - C-1 - #3 © 6" STIRRUPS 4,#7 „ T&B, EXTEND 2-0 BEYOND OPENING EACH END - CONC PLASTER BEYOND FOR REINF A SEE SECTION C-19 EL 10.00 • CABINET p REINF -1-1- COLUMN ,' j \� EN TRY r -r BEYOND STAIR / I _ WI TH FACE _ �I --�---- l --.1_- -- --- JA NI TOR - - --- - -- - - -- --- -- -- - - - -- -- _ BRICK SEE 1 r l f _ �- , - --- ---- L- --�-- -- 1 _- - --1- I i IC -112 r �+ C-113 I -� - i LUNCH ROOM WALL OPENING -a -- l-- --� - -�- - -L - ---1--- - I I FOR WINDOWS -1=L C-18 - ---� -1-- 1-- ---L- i z� C-115 I -1 •Jul L_ Jul EL 18.00 1 1 #5 ®12"-- __ �T`� IIII_-1111= —.��-- .� I _ =1111 6 CONC SLAB ON EL 16.33 CONC STAIR 3-#5 _" GRADE. FOR REINF Z SEE S38 SEE PLAN SH C-13 o/� THICKENED SLAB- FOR FOOTING 8„ (TYP) DETAILS SEE COLUMN FTG - -- DWG C-6 AND C- 7 BEYOND BITUMINOUS SEE(SIM) Cc DAMPPROOFING QH TYP ON BELOW GRADE WALLS C-20 1 / NO TES: -1- 1. FOR CMU REINF SEE NOTES SH C-19. FOR SLAB AND WALL 2. FOR BEAM DETAILS SEE Q & REINF Q (TYP) SEE SECTION A C-16 C-17 C-19 3. FOR RUSTICATION LOCATIONS SEE O C-19 4. * DENOTES DIMENSIONS AS RECOMMENDED BY SECTION C EQUIPMENT MFR AND APPROVED BY THE ENGINEER %s" = 1'-O" C -2,C-13, C -14,C-15 C REUSE OF DOCUMENTS, THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. ©CH2MHILL BAR IS ONE INCH ON ORIGINAL DRAWING '� IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON CONTROL BUILDING STRUCTURAL S E C TI ON SHEET C-21 DWG OF 158 N , 38 DATE NOV 1991 PROS N0. SEA223HS.RD REVISION BY APUD C L 6 CLEAR DIM GRANULAR FILL EL SE --�- -- SEE SH B -1 SH BE 2 - EL VARIES - - ^ I (I 1------ - -------- -� FROM 22.00 Q I BLDG . I --:-2'— D ca 4" DOWNSPOUT- PA YEMEN T- r -- EL VARIES - #5912� - FROM 17.50 #5 REBAR � �- --WEEP HOLES 912 OC 3/4 CRUSHED - _- 2 DIA AT N COMPACTED ROCK, SPECIFIED 4'-0" SPACING STRUCTURAL AS 'GRANULAR ccs FILL PIPE BASE' #6®12" CONCRETE CURB RE TA / NI N G WALL -- SIMPSON STD 6 " PERFORA TED - - - `7 - _ EL 16.33 318p'= 1'-0" C-13 GLU-LAM JOIST HANGERS DRAIN PIPE --- ---- - - BEAM o+ 6 „ SCH 40 _ - ! - -- FOR BLOCKING AND -- ---� ---------- NAILING SEE B (TYP) ��/ C-7 PPI DRAIN -- - SIMPSON STRAP#5912 C-6 \` --�"� j CONNECTOR (12 GA MIN) - - ��-- �\ 6 „ „ „ 1 6 8 3 0 MIN 2X12 RAFTERS -- — --- --► - R-30 BATT (TYP) �,\ INSULA TION - - ---- �� (TYP) GWB CEILING/ DETAIL U FOR ROOF FRAMING- " 1 '- 0" C-13, C-20, C-23 C-6 --GWB CEILING `111 -1 x3 WOOD TRIM BEYOND S TORR GES (ELVES LINTEL SEE DETAILQ SEE SH C-19 --IL C-11 -- �- --8" CMU WALL - POLY ER ROO ---FLOOR LEVEL - EL 17.45 GRATING--� BEYOND AT MUD ROOM EL 17.33--, EL 18. DO EL 15.6 7 C) #5 ® P2 " #5 ©2" EW ---1 /4 PJF__ -- - (TYP) Ott (TYP) FOR FOOTING / t #5 ® 12" DETAILS SEE SH TS C-6 AND C-7 STEPPED FOOTING BEYOND GRA TING SUPPORT WALLS FOR DRAINAGE / OPENINGS SEE i E - FOUNDATION PLAN [C` V►�HI��'' 8 CMU ---- SEE PLAN SH C-15 WALL _ 12 3X8 LEDGER BEAM W12 __ MECH l q. -548" DIA WEDGE ANCHORS EQPT- �f AT 24 OC -Y4 " PLYWOOD ON 2X8 CEILING r - _- JOISTS (9 16" O.C. �l EL 26.00 = - - SUSPENDED = ,_ • ACOUSTIC CEILING #5 ® 12" EW T&B - - - -- �I / SHELVES SEE -- - - - - - - SH C-11 --- WOOD FRAMED .-A. WALL j C) STAIR -- - - - - - -=1 CORRIDOR MCC _ C-107 „ - %4 PJF\ - EL 18.00 . . . . . PJF i1 EL 16.33 i _-- #5(?PI2" CENTERED 6 "CONC SLAB ON—-` E. W. GRADE FOR RIENF CONC WALL SEE PLAN SH C-13 F-! i UNDER STAIR #5®12" THICKENED --- (-596 TYP)" 5,-0" SLAB SEE C-13 i AND C-21 #7912" 6" EL 10.00 NO TES: BITUMINOUS DAMPPROOFING TYP ON BELOW GRADE WALLS #5©12" 1. FOR CMU REINF SEE NOTES SH C-19. T&B SECTION (n -�/8', = 1'-0" C-2, C-13, C-14, C-15 II� �- - FOR RETAINING WALL SEE '� GRA VEL mi DATE: 11-07-91 F ILENAoE :SEA22388/C-18A,DGN 1 2 S I MPSON STRAP CONNECTOR (12 GA. MIN) 0 48" OC (T YP�, GLV -LAM BEA S I MPON STD JOIST HANGER (TYP) FOR ROOF FRAMING SEE PLAN SH C-1&--�. 'TIIIIIII f I I cD I I I I GRAVELEll 1 RETAINING i WALL SEE ~ DETAIL C-22' WOOD POST BEYOND -- -SUSPENDED �- GLV -LAM ACOUSTICAL BEAM CEILING BEYOND %CONTROL ROOM C-101 00 i 36 OF 158 EDGE OF CONCRETE PLATFORM WALL HANDRAIL -- -- ------ ROOF ROOF, SEE BOT T ( OF RC M CURTAIN CP -5 TRACK CURT RADIUS PER MFR RCMD (TYP) _ co PLAN 6 "CONC SLAB ON GRADE. FOR REINF SEE PLAN SH C-13 2 C-7 SECTION rE-%� 3/8" = 1'-0" C -2,C-13, C -14,C- 15 sEcrrory ROOF AND CURTAIN DETAIL NTS - SEAL AND 2� y 1► SIGNATURE HERON APPLIES O x TO CURREN REVISION ONL 16424 REFER TOIST ORIGINAL DR IN Ms`s/ONAL ��Gl FOR do,. Rif, 71 lagiffif, SIGNATURES EXp __ t2 -3o- �/ AND SEALS .. �., -, -OP OF ;URT AI N 'OP OF ;P-5 EL 38.50 ?.50 OF GRATING .WERPv1KRANTZ B .LAZARO L.ARAGON 1 6/92 CI NO. 20 D .PETERSON NO. DATE FOR BLOCKING AND NAILING, SE� TYP) /� C-6 8 CMU WALL -- 2x 12 RAFTER SEE SH C-19 CMU LINTEL (TYP) SEE NOTES 12 SH C-19 4 C SIM C-6 TOP EL 28.88 2x8 CEILING I FRAMING 1 I 1 -- GWB \ CEILING / L 1 1/2x 1 1/2x3/16 WELD BOTH LEGS AT CORNER C-115 EL 18.00 V PJF 3 I FOR BLOCKING AND NAILING, SE� TYP) /� C-6 8 CMU WALL -- 2x 12 RAFTER SEE SH C-19 CMU LINTEL (TYP) SEE NOTES 12 SH C-19 4 C SIM C-6 TOP EL 28.88 2x8 CEILING I FRAMING 1 I 1 -- GWB \ CEILING / L 1 1/2x 1 1/2x3/16 WELD BOTH LEGS AT CORNER C-115 EL 18.00 V PJF 2" RIGID INSULATION (TYP AT EXTERIO DOORWAY THICKENED SLAB SEE© AND SH C-13 C-21 4 / Z PLATFORM HANDRAIL * * � e S31 LP -5 (NOT SHOWN) 1 ' I ALUM SO TUBE COLUMN BRACE (TYP 4 LOCATIONS) - - - - " - 3x 3x .219 SEE �I j i I COLUMNS EQUALLY SPACED (TYP) STD AISC FRAMED " --- - "- ---"-" BEAM CONNECTION (TYP) _-A — — — ------------ — — __< ------ — — � 17111 COLUMN - - - - --- - _--- - - -- - - _ _ --- CONNECTION SEE #4@12" EW CENTERS SLOPE 1 " FLOOR (TYP) LINE EL 16.33 -IIII 8" 0 NOTES 1. FOR CMU REINF SEE SH C-16. r_o„ 3 - CONNECT TO %6 " AL ANGLE W /SST PL CONT SHEET METAL SCREWS, MAX 2'-0" OC L2x2x 1/4 3 AL L2x 2X 1 /4 INSIDE FACE OF CONCRETE WALL INSIDE FACE OF CONCRETE WALL " SST SEE WEDGE ANCHORS (TYP). (TYP) - D \ v l ----CONNECT CONT j CURTAIN TRACK I I I =� AT EACH FRAME i o SST CURTAIN TRACK `1 I 3/" SST BOLTS, I TYP, M I NS18 EDGE j DISTANCE OR i I = ' WELD TOGETHER L - - 4ll I ANGLE FRAMING 0 2'-0" OC MAX CURT A I N -----_1 EXTEND FRAME BOTH ENDS _ NOTE: EXTEND %6 " ALUMINUM PLATE AROUND BOTH ENDS TO WALL; REVERSING FRAME SHOWN AS REQUIRED TO ALLOW CONNECTION ROOF AND CURTAIN, SEE DETAIL THIS SHEET BELT PRESS S44 STAIR RAILING S22 & S34 ALUM STAIRS S35 6 STD AISC FRAMED BEAM CONN WELD TO PLATFORM CHANNEL, BOLT TO STAIR CHANNEL INSIDE FACE OF CONCRETE WALL ----I I I I I I I I co I I 0) I i SEE D (TYP)— WALL TYP)— WALL HANDRAIL S40 1 1 3'-0" STAIR BOTTOM 6"X6" CONCRETE CURB CONN SEE C-14 NOTE: S36 PROVIDE PROTECTION FOR DISSIMILAR PLAN METALS AND CONCRETE p L - Add, SPECIFICATIONS, METAL EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALUM RAILING S22 329 S31 ----"SEE®(TYP)------------------------- _ -� --------- I TY -PE „8; ---------------------- IALUMINUM , _---------------- GRATING S44 ----------------------i ALUM ALUM C 12x7.41 C 12x7.41 I (TYP) (TYP) j ALUM SO TUBE ALUM STA IR-, j 1 % "MIN NON -SHRINK I GROUT (TYP) ELEVATION PLATFORM AND STAIR DETAIL 318'1=1 '- 0 „ 1 114 2-S/g "SS BOLTS YP AISC STD E/s1)°F713/4"DIA ANCHOR FRAMCONNED �� ° ° BOLTS x 1-0 (TYP) C-14 , C-19 C-20, C-27 C-31 INSIDE FACE OF CONC WALL EL 32.50 BRACE COLUMNS ON CONC WALLS SEE O EL 26.00 (NOM) 3/ "x 3" ALUM COLUMN BRACE ALUM BASE I i ALUM COLUMN OLUM 314 " DIA PL 3/4"x8x8 I L 3/x2 1/2x NOTE: 5/16 O' S% " WEDGE SECTION PLAN ROOF DETAIL 2 DETA IL 3 NTS NTS EUS DT } r RMN BAR IS ONE INCH ON x - 2 T YPC I AL AT ANCHOR ALL ADJACENT SECTION OCAT ONS) PLAN DETAIL r4DETAIL 5 NTS _ NTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO o �° WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT. ONE INCH ON JEFFERSON COUNTY, WASHINGTON JRM DLP WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION BY JAPVDI OCH2M HILL SCALES ACCORDINGLY. A CONTROL BUILDING c-23 r 3�y owGT 00 i 36 OF 158 STRUCTURAL 0 SECTION DATE NOV 1991 v 0 SEA22388,RD CU 2" RIGID INSULATION (TYP AT EXTERIO DOORWAY THICKENED SLAB SEE© AND SH C-13 C-21 4 / Z PLATFORM HANDRAIL * * � e S31 LP -5 (NOT SHOWN) 1 ' I ALUM SO TUBE COLUMN BRACE (TYP 4 LOCATIONS) - - - - " - 3x 3x .219 SEE �I j i I COLUMNS EQUALLY SPACED (TYP) STD AISC FRAMED " --- - "- ---"-" BEAM CONNECTION (TYP) _-A — — — ------------ — — __< ------ — — � 17111 COLUMN - - - - --- - _--- - - -- - - _ _ --- CONNECTION SEE #4@12" EW CENTERS SLOPE 1 " FLOOR (TYP) LINE EL 16.33 -IIII 8" 0 NOTES 1. FOR CMU REINF SEE SH C-16. r_o„ 3 - CONNECT TO %6 " AL ANGLE W /SST PL CONT SHEET METAL SCREWS, MAX 2'-0" OC L2x2x 1/4 3 AL L2x 2X 1 /4 INSIDE FACE OF CONCRETE WALL INSIDE FACE OF CONCRETE WALL " SST SEE WEDGE ANCHORS (TYP). (TYP) - D \ v l ----CONNECT CONT j CURTAIN TRACK I I I =� AT EACH FRAME i o SST CURTAIN TRACK `1 I 3/" SST BOLTS, I TYP, M I NS18 EDGE j DISTANCE OR i I = ' WELD TOGETHER L - - 4ll I ANGLE FRAMING 0 2'-0" OC MAX CURT A I N -----_1 EXTEND FRAME BOTH ENDS _ NOTE: EXTEND %6 " ALUMINUM PLATE AROUND BOTH ENDS TO WALL; REVERSING FRAME SHOWN AS REQUIRED TO ALLOW CONNECTION ROOF AND CURTAIN, SEE DETAIL THIS SHEET BELT PRESS S44 STAIR RAILING S22 & S34 ALUM STAIRS S35 6 STD AISC FRAMED BEAM CONN WELD TO PLATFORM CHANNEL, BOLT TO STAIR CHANNEL INSIDE FACE OF CONCRETE WALL ----I I I I I I I I co I I 0) I i SEE D (TYP)— WALL TYP)— WALL HANDRAIL S40 1 1 3'-0" STAIR BOTTOM 6"X6" CONCRETE CURB CONN SEE C-14 NOTE: S36 PROVIDE PROTECTION FOR DISSIMILAR PLAN METALS AND CONCRETE p L - Add, SPECIFICATIONS, METAL EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALUM RAILING S22 329 S31 ----"SEE®(TYP)------------------------- _ -� --------- I TY -PE „8; ---------------------- IALUMINUM , _---------------- GRATING S44 ----------------------i ALUM ALUM C 12x7.41 C 12x7.41 I (TYP) (TYP) j ALUM SO TUBE ALUM STA IR-, j 1 % "MIN NON -SHRINK I GROUT (TYP) ELEVATION PLATFORM AND STAIR DETAIL 318'1=1 '- 0 „ 1 114 2-S/g "SS BOLTS YP AISC STD E/s1)°F713/4"DIA ANCHOR FRAMCONNED �� ° ° BOLTS x 1-0 (TYP) C-14 , C-19 C-20, C-27 C-31 INSIDE FACE OF CONC WALL EL 32.50 BRACE COLUMNS ON CONC WALLS SEE O EL 26.00 (NOM) 3/ "x 3" ALUM COLUMN BRACE ALUM BASE I i ALUM COLUMN OLUM 314 " DIA PL 3/4"x8x8 I L 3/x2 1/2x NOTE: 5/16 O' S% " WEDGE SECTION PLAN ROOF DETAIL 2 DETA IL 3 NTS NTS EUS DT } r RMN BAR IS ONE INCH ON x - 2 T YPC I AL AT ANCHOR ALL ADJACENT SECTION OCAT ONS) PLAN DETAIL r4DETAIL 5 NTS _ NTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO o �° WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT. ONE INCH ON JEFFERSON COUNTY, WASHINGTON JRM DLP WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION BY JAPVDI OCH2M HILL SCALES ACCORDINGLY. A CONTROL BUILDING c-23 r 3�y owGT NO. 36 OF 158 STRUCTURAL SECTION DATE NOV 1991 v PROD NO. SEA22388,RD 0 11-07-P1 SFA22388`.C-18A.DWG SIMPSON STRAP CONNECTOR (12 GA. MIN) ® 48" OC (TYP) GLU-LAM BEAM - -- SIMPON STD JOIST HANGER (TYP) _ ----- FOR ROOF FRAMING SEE PLAN SH C-15-------- WOOD Posr BEYOND t -- FOR BLOCKING AND STD RISC FRAMED 2 / NAILING, SEE�B (TYP) BEAM CONN WELD _ TO PL A TFORM C-7 C-6 CHANNEL, BOLT _ 8 " CMU WALL---- r 2x12 RAFTER ALUM SQ TUBE TO STAIR CHANNEL SEE SH C-19 =�. CMU LINTEL — 3„* I TYP 3x3x. 219 �- EL AS REQUIRED j (TYP) ; �� SEE NOTES CLEAR COLUMNS EQUALLY SPACED (TYP) - BY EQUIP MFR 12 SH C-19 : f SIM-- _ 41 - i n '+ ILLJ Ij -- 2 T. O. P. EL 28.88 i' 1�j ►�Iv if I tj j i - _ - FRAMING CEILING -- - ��- THICKENED STAIR RAILING SLUDGE NOT SHOWN SUSPENDED GLU-LAM GWB -Ll 11 HOPPER 34 - - __ ACOUSTICAL BEAM CEILING =- ----- - CEILING BEYOND CONTROL ROOM - LUNCH ROOM - --- BELT PRESS ----- - C-101 C-115 0 RETAINING - WA L L SEE I - DETAIL - C -22 I _ AVEL 6 "CONC SLAB GRON GRADE FOR � u i WERNC + ?C-3 R _ )P 22670 q � �N� � - `- t; REINF SEE PLAN SH C-13 SECTION (f� ys ” = 1'-o" C 2, C-13, C -14,C-15 _ #4©12" EW CEN TERED--1 SL OPE 1 " EL 18.00 %2" PJF-- (TYP) 2" RIGID ! EL 16.33 -- - _-- INSULA TION ----- --- ( TYP A T EX TERI OR 8" D OOR WA Y) --- THICKENED SLAB SEE © AND SH C-13 C-21 N O TES 1. FOR CMU REINF SEE SH C-16. � N ALUM STAIRS S35 -- � _ ------ FLOOR LINE -- - ----- - - --- _ _ -- --- ----- -- -- - -- --- -- -- - ---- - -- -- PLAN 3" I.LEAR f O �I INSIDE FACE OF CONCRETE WALL STAIR BOTTOM � 3 -0 _ _ � CONN S36 NO TE: PROVIDE PROTECTION FOR DISSIMILAR METALS AND CONCRETE PER, (C4a403) SPECIFICATIONS, METAL EMBEDDED IN CONCRETE SHALL BE STAINLESS STEEL. ALUM 2- Va "SS BOLTS RAILING RISC STD FRAMED BEAM ,- -----..-____ _ 29 S30 CONN SIM - -ya"x3" S31 33 ALUM ALUML 3%2x2%2x -__ TYPE „D„ -�- 5/16x0'-5%2" COLUMN ' BRACE I -- EL - ALUM ALUM -- -- -- — COLUMN —__ C 1.2x7.41 ' C 12x7.4 BRACE COLUMNS _ 3/4"DIA (TYP) (TYP) -----` ----- ----- ON SLUDGE WEDGE HOPPER AND ANCHOR -- ALUM __.______ CONC WALL SQ TUBE ALUM STAIR 3x3x. 219 (TYP) ------ ------ 1 %4" 1 %2" NON -SHRINK - GROUT (TYP) 3/4"DIA ANCHOR BOLTS x 1,-0„ (TYP) ALUM BASE PL 3/4„x8x8 - EL E VA TION PLATFORM AND STAIR DETAIL rl 7 �18"=1'-0” C-14 r J " o J oRf DATE 11-12-91 F ILENAVE :SEA22388/C-19.DGN I FOR CONTINUATION SEE SH B-5 1 -UH CUN I /NUAJ /ON SEE SH B-5 SEAL AND 4`� o U " SIGNATU HERON AP I S T4 CURREN REVISION O ® z A„ GN ,6+Z, ��scE`��G`� D.WERMKRANTZ REFER O ORIGINAL D WI �S,s G CONAL w , B.LAZARO [AXPVID FOR SIGNATURES E:WIRES 12-3o- 'V �. K L.ARAGON Q 6/92 C I NO. 20 AND SEALS D,PETERSON NO. DATE REVISION 3 ' 4 5 1 -W2 -PVC TO POLYMER ROOM 3-NPW-PVC TO BELT PRESS 1 1 /2-NPW-PVC TO POLYMER ROOM 4 -WI -DI 4 "RPBP EL 13.50 11_ 4-V 120 (TYP ) '-4x 1 `4x2 MAIN FLOOR PLUMBING PLAN REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE. IS THE PROPERTY OF CH2M HILL AND IS NOT TO p P' BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JRM DLP WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET. ADJUST BY APVDI OCH2M HILL SCALES ACCORDINGLY. 2-NPW-PVC TO /"1 508 RDCR RDCR 1% "PVC DI PVC EL 10.00 I I -- HUB DRAIN DETAIL NTS HYDRANT SEE ,,.,2-NPW-PVC -- 4-V 120 —4x3 RDCR 4" 90° BEND M690 TYPE 2 (TYP) /330 (TYP) JN ION TO POLYMER SOLUTION 9:EEDEltI_ PIPE TO EL 16.50 �— 1-V730 SET @ 50 PS /G SECTION DETAIL 2 CZOD ( rl *} NTS fl tASI I %2" W l NOTES: c; 1. FOR LOCATION OF LAB COCKS, SEE PARTIAL IPLAN AND ELEVATIONS SH C-9. CITY OF PORT TOWNSEND CONTROL BUILDING WASTEWATER TREATMENT PLANT STRUCTURAL JEFFERSON COUNTY, WASHINGTON SECT v6N cl SHEET C-24 NO. 36 OF 158 DATE NOV 1991 PROO N. SEA22388.RD NO. W 0 c FBI 11--12-yl SLAZZ.StStS\C- .y.UVV6 4-NPW-DI - 2-W2-PVC----- It -W2-PVC- It EL 14.00 ___: ------ FOR CONTINUATION SEE SH B-5 2 2/2- W2 - P VC1 TO POL YMER ROOM GND EL �r VARIES / M430 i (1f PVC DI RDCR WALL PIPE - - - --- � -� 4- V110 \ , ---- HOSE � 4x2 (TYP RACK S52 RD CR - 4 RPBP / M601 I 4-W D PIPE PDL YMER ROOM __ SUPPORT EL 10.00-0 1 %2 - _ PIPE R M844SUPPO T 2 -W2 -PVC !0)1 I� I _ SEE 2 SIM SECTION - -- -- DRB IN 3-NPW-PVC _.------------------___.--------- --- -- SUP To BELT BLOWER ROOM r --- -- — -_-_ DETAIL � __ NTS PRESS ROOM 1- W2 -PVC I i ----- _-1 1 /2 -NP W -PVC (t EL 21. 75-- ! TO POL YMER ---\ _ SOLUTION FEEDS --- ------ -- HOSE VALVE 1- W2 -PVC - HYDRA N T / SEE e TO PUMP /' - MUD SEE 15 SEAL WATER -- Oc; _ - SEE _ HOSE VAL VE \ RM ; � - HOSE RACK M16 SEE TYP PIPE SUPPORT - - - -- - - /2 �L _ - - � S52 LUNCH ROOM ---- WALL SIM A-5 SLEEVE M604 JAN 4" REDUCED PRESSURE AREA FOR LAB - - - - -- -- �- - -- - cw AIR COMPRESSOR Hw 1 T BACKFLOW PREVENTER + __ _ - 1 -- %2" DN TO SEE DETAIL -- AND VACUUM PUMP I _ �> =T-==1 3- _ _ � = c �-�� %2 1 112 -W2 -PVC ----_ - s - -- A` 4-- I TRAP. PRIMER 20 TYP SSK-1 VAL VE SEE 2 -W2 -PVC -------- (t_ _ -- EL 13.5 0 -1 - - - --- -- - --- - - - 1 2" HW I - 'I I " - --- - _ SEE" c- 1 1018 --- _ �- _- -- --- - -- -- -- _--- -- - - -- - --- - - - - - - --- - - - - -- -- - ---- -L -- - -- -- - - - - -- ---- - - ---- - - -- LHW— _1 c� -- F -- - - � � /2 „ALB, %2 1 %4 „ _tt i LSK 1 %2 VAC DN a I I I LSK-1 3/4,. / ( - _ I � _ -HOSE � ---_ -1----- - - -1- ---1-- -----1---- --- ----- - ___ - --t- Lp- _-_ - ----- - - } -�� � �-- vAL VE SEE M15 — —KI TCHENETTE 1 _ /2 DN TO (TYP) - LP -1 TRAP PRIMER L- __--.---------_--------_--- -- / SSH-1 LP -3 - VALVE PROVIDE K.SK-1 CONTROL ROOM LABORATORY LP -4 -- ACCESS DOOR IV 4 W1_ HW --- _- 1-,-, - - S - , -- - -- - -- - - , - - -------1 r - -- - -1 %2 DN TO TRAP LSK-1 --- /2 ALB /z VAC DN _ ROUTE IN STUD WALL I VALVE, PROVIDE L 1 _ TO FIXTURES %2" - WC -1 O ACCESS DOOR LP- 5 -- (LAV SIDE) LP -6 -_- - - -- -- - - W1 ----- -%z HW DN l �fl_i l / LAV - _ /\ L -I Lp_1 -- _-� --- I � _1„ DN MCC SH WR ----- '' i-- SHUT OFF VALVE & �REDUCED PRESSURE I / LP -1 - I LP -3 ---1 _ LOCKER = BACKFLOW PRE VEN TER IN -- -- _ ILSK 1 _ Ij \- LP -4 = --- -- LAV -1 D'I VERTICAL, PROVIDE ACCESS LP -1 - --- - 'LSK- ----LSK 3 --- •-� 1�SK 2 _ ---- HYDRANT _ DOOR (LAVATORY SIDE) /2 I -- -- - --- - SEE _ - - T- - - --- - - --- LSK -1 I � - ---- - --- -. - -- - _- -- - - - -- - _ EE -1 J=rEE_ 1 - - - --- - -._ . - - - - - - - -- --- - -- - - - - --- -- - - - - - ----- -- -- �L-- --- --� - - --� I i- - -- �, SH _ REM O VE - _ _ ._- t'+- __ L--- - _- = -- - ---- ---- - - - --- -- - - ---- - - _ _ - _ - -- - ___ --_ _ _ - -__ - -- - _ _- EXI S TI N G WI COf�__- WATER LINE RUN PIPING IN STUD WALL (TYP)LftVC2 LP -2 - --J LP -2 ----1 --LP-1 T ' /2 1 LP -3- - - LP -4 --- LP- 4-----�' EXS T WATER -- - --- ----- -- .. - - -- - -- - --- --- ----- - -- - ------ ------ - - -- - - -- - -- - - --- ---- -- - - - -- - -- - - --- - -- - -- -- - -- - -- - --- -- -- - -- -- - -- -- ----- VAL VE CL„ 1- W9 -PI/( M690 TYPE 2 (TYP) V330 (TYP) UNION TO POLYMER SOLUTION FEEDER-� \ r1rc ► v cL 16.50 \— 1- V730 SET ® 50 PSIG SECTION DETAIL 2 N TS -- 4- W1 -DI '-- --- EXST 1 %2 W1 NOTES: �EL20.00 1 SEE OANDTEOLEVOATIO PARTIAL FOR CONTINUATION POLAN B SH C-9 SEE SH B-5 MAIN FLOOR PLUMBING PLAN fog COIV71516 T ^�� � /4„=1,-0„ cl��� DSGN S. �U N D Y REUSE OF DOCUMENTS CONTROL BUILDING SHEET C-24 _ -- DRTHIS J•BROWN DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR ONE INCH onl ORIGINAL DRAWING. CITY OF PORT TOWNSEND DWG 41 OF 158 _ - PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE O �" WASTEWATER TREATMENT PLANT M PCH AN I CAL N0. blFamflyCHK J.REGER USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON I N cTON MAIN LEVEL PLUMBING PLAN DATE NOV 1991 �y APVD D PETERSON N0. DATE REVISION BY APVD OCH2M HILL SCALES ACCORDINGLY. PROJ NO. SEA223HS.RD D i ,�-91 FILENAME:SEA22388/C-19A.DGN 2 � 3 � 4 1 5 1 6 2" V UP, OFFSET TO CLEAR LOUVER --- HUB DRAIN LOCATE UNDER RPBP 1 112" DRAIN DOWN FROM SIDEWALK DOOR FRAME, TERMINATE OVER HD SEAL AND SIGNATURE HERON APPLIE TO CURRENT REVISION ONLY o 1642 REFER TO I � tr 4 ORIGINAL DRAWIN ONAL FOR SIGNATURES E ES 12-3o- 1/ AND SEALS lost, r �. FOR CONTINUATION SEE SH B-5 1 8 -D -DI 2 "V UP & 1 OVER TO 4" V UP 4"V UP I_---8 " D, UP & DN FCO c�+--4 o-, -- D- --oFCO FCO 1 t� 1 1 j I �J1 3" FCO 3" UP TO FD -2 41 1 I FD -2 FD -2 I 0 I I I 1 I 1 I I 1 I UP TO TWO FD -3' FOR LOCATION SE BLOWER ROOMS" STRUCTURAL DWG I DRAIN PIPE MOUNTED ON CE IL I NG FOR - �4)______D_ "� DRAINAGE FROM 1 3VL I UPPER LEVEL „ 1 11211 FD -2 I 2 1-I ,i o- o 3" UP TO FD -2 1 FCO FD -2 b 311-7 " 1 3" UP TO FCO FCO 1 1/2" V UP TO 1 1/2" VTR '�- 2" V UP ,i TO 2" VTR POLYMER ROOM i I I i I FD -2 -D- ------c�•• '-4OFCO �3„ A -r FOR CONTINUATION SEE SH B-5 4„ 3 , —-D .......................♦� PROVIDE DRYER OUTLET DISCHARGE MUD CONNECTION, CONCEAL DISCHARGE, B RM -2" I ROUTE TO EAST WALL, I TERMINATE W/STANDARD BACKDRAFT DAMPER. *Fl WASHER �--4" A-4 RAIN � ' A-5 a Y 2" 2"v ; LUNCH ROOM ssy 1 FCO 3' I 3" d 2" V UP TO I I I j LSK-1 2" VTR 1 (TYP) I 4" LABORAT ORY22 KITCHENETTE I FD -4 FCO KSK-1 1 FCO � . o-'-- - = -----D-- - - - - ' „ - - - - - - - - - - - - - - ---------D - - - - - -----------o-- t7q-1�►-D- — r „ 2 411 REUSE OF DOCUMENTS 6 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS HD (IN CEILING SPACE CITY OF PORT TOWNSEND PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL I ' 1 FOR FAN SCROLL DRAIN o�3 WC -1 3 t. z 1 �---- ---- - I L-1 I 2"VUP FD -1' FD -1 3"1"4,-2"�� V UP TO - I TO 2" VTR ACCORDINGLY. 1 2 VTR 3 2" ' I 1 1 SHW2„ ' ! ! I MCCLOCKER LA rn N S.GUNDY J.BROWN R.REGER �1 6/92 CI NO. 20 D D.PETERSON INo. DATE MAIN FLOOR DRAIN & VENT PLAN 114 „_ 1'-0„ REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 t" WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT JRM DLP IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET. ADJUST REVISION BY APVD CCH2M HILL SCALES ACCORDINGLY. - 6 CONTROL BUILDING [DATE EET c-25 G 42 OF 158 MECHANICAL NOV 1991MAIN LEVEL DRAIN AND VENT PLAN OD . SEA223W.RD �. C I' 11-12--91 SEA22388\C--19A.DWG r� .1. - FOR CONTINUATION SEE SH B-5 . o 8 -D -DI 2"V UP 4 "v UP - 8„ D, UP & DN --------- -- -- -- ---- FCO o- ---D 7p \—OFCO FCO „ 2 __ 4 _� �- -D- — —o -73 - > FCO --- 3 " UP TO ( 2 „ V UP 1 \_ - FD - 2 FD 2 I FD 2 I T D 2 VTR i a I FCoo I--- ---- - - -- - I POLYMER ROOM �+ 8 2 V UP HUB DRAIN) 1 ) r - FOR CONTINUATION --� — — ( SEE SH B-5 z -41, ------6" UP TO FD -3 4 - - -- -- -_ _ I _---.� - 3 3" �I I PROVIDE DRYER OUTLET DISCHARGE BLOWER ROOM I-_ - ---------____ I �_ L,,--_-EQ--_1_--- -D CONNECTION, CONCEAL DISCHARGE, DRAIN PIPE MOUNTED ROUTE TO EAST WALL, TERMINATE ON CEILING FOR — FD -2 - -- - W/STANDARD BACKDRAFT DAMPER. O DRAINAGE FROM -D- — -�oFCO - -- UPPER L E VEL-------� I MUD V2„ 1 I RM - 2„ FD -2 I -- - -- - UP TO FD -2 - _ 2„UP - - - -- - - -� l FCO �` I b i I ( JAN A-51” -WASHER FD - 2 ---- -------- -- - - - ______j DRAIN c) FCO I __ � - --- --- - -� - -- -- __- - }-- - - - 2 , _ ! J FD 1 _- _ I 3 UP TO I A-4 FCO „ Y 2 I \ 1 r2 "v UP TO 2 v �� --- I LUNCH ROOM \ ---- .� r 1 I SSK /1 ,-- _ - - DRAIN � 2 1 /z VTR --- � �, __ -----}___+----.--- -_ -, -- FCO t�% -3 �\ I �3 O--«- -----2 VU - - -- - - - -- - - - - --- -- ---1[jd --- -- - -- --- -- - - -- - - _ _ - -- - - - -- -- - _ .- - - - -- - -- -- 2 V UP TO i r LSK-1 (TYP) 2 VTR I 4„ 1 - - I �/ KI TCHENE T TE _ LAB ORA TORY 1 _ � KSK-1 II FCO FD - 4 FCO �l -- - ---------- --- o-- = D- -•-D - L D CON TROL ROOM 2, _ 4„ 4" _ ----- ---- - T - -- - - - --- -- -- --- --- -- -- — -- L - ---- - --- ----- - -- Y -- -- - - -�_ -HD IN CEILING SPACE 1� . - -- -- -- FOR FAN SCROLL DRAIN) FD -1 WC -1 - _ - I I = - 2" V UP --- H------2„ V UP TO 1 - - L 1 l� TO 2" VTR FD -1 3 2" VTR SH WR �--2 MCC - --} LOCKER LAVE1 --- - LSK-2 -- -- - ---- - -�- --- I ------ ---- - - - LAV -1 FCO 2 2„ I _ a „ LSK-3 It_N/2 2 D- a4-- I 1 %4"- 1 %z 2" -RUN VENT PIPE IN STUD WALL (TYP) i -RETAINING WALL - - ------ --------------- _-- --- --. _._ _ _ _ ----- MAIN --- MAIN FLOOR DRAIN & VENT PLAN C `�t OF WASy� yC Q� ticG C�� ._ DscN s. Gu N D Y REUSE OF DOCUMENTS BAR CONTROL BUILDING f '11_ °� 3 DR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING N CITY OF PORT TOWN SEN D �o ,P 12948 � �� - �_� � �- J. B R O WN l ISTfRE ,,� = PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL Ff N C� CHK SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE O �" WASTEWATER TREATMENT PLANT MECHANICAL sI0 AL'` J.REGER USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITH011T THF WRITTPKI Ai1T14nPl7ATlnW r)F [.H7AA H11 I _ ...__ IC CCCL7C/lnl (�rll InIT�/ 1Af A CLJIf Il�T/1�1 KA A IKI 1 17\/E n O n IKI A N I n \/17 i CAD CONT40. :HR: 1"1W .+o.• m 'o. DON � i i� 2' -6"x6' -0 - CANOPY HOOD SEE 1-7a _ 48X36 ACOUSTICAL A i0" R. GEOGHEG N J. stow+ _ y� " J. Ss*m i IV92REVISIONS PER GI 76 - -AOVOD. PETERSON «o. C. Tj IwE~nsia+% 32x2a EXH LOWER W/ BACKDRAFT (2101 DAMPER 9x9 CG -2 (150) IN SOFFIT 8x6 - 16x 16 INTAKE LOUVER W/ MOTORIZED -DAMPER MD -1028 NOTE. 1. FOR HVAC IN BELT PRESS ROOM SEE SH C-27 2. OVERHEAD HVAC EOUIPMENT ON THIS DWG TO BE MOUNTED IN CEILING SPACE 3. FOR DUCT CONSTRUCTION AND HVAC STD DETAILS SEE SH M-14 e 72x12 %1D CG -2 HTV�-IY� f 1 j2x6 -+ 1 ` -WAY (1901 ��) 12x6 7 I I- 12x10 1009 8x8 1 12x8' I' V2x 1 12 10 15X15 C D I 8x8 ° �'\x8 1,XI4 CG -1 4 L 16X 12 17001 -WA \ / 15501 - Tax 10 lax 10 . \ tOx 12x 12 CG -1 9x9 CG -1 (190) 1190/ Qxg1 I rp- OF 2 - BD BD xg D (1901 J L BD (o1g0) F -i 1 WAY CORNER CG 2 1 f (3802 IN SOFF/T HVAC PLAN - MAIN LEVEL ' 1/4"• r -o" REUSE OF DOCUMENTS CONTROL BUILDING ra ooaaorr. aso VK cc" me wswa arae FCOATID NRK .s .w .aTr.ort w wio•saiw.s W a ow oc" o. o"'G"" o+...G. • cITY OF PORT TowNSENO WASTEWATER TREATMENT PLANT MECHANICAL ffA:3 ca.�R><. K M roOPWRTV of ow wL MD M NOT To W UNV- M ""W Opt = I.RT. " wr GTP NIGt•CT •w. l r IT o.[ ..o+ e.1 JEFFERSON COUNTY. WASHINGTON ►em txP r'T T TK r"'TTw "V^o"wT�' oc ow. + MAIN LEVEL HVAC PLAN Mj eT A*vp eo0.. scoKu � i Ile ?-191 VA2238,9\C-20.0 WG Z NO TE: 1. FOR H VA C IN BEL T PRESS ROOM SEE SH C- 2 7 - �- 48X36 ACOUSTICAL IN TAKE ----- LOUVER (3000)--- - --- 32x24 EXH LOUVER W/ - -- -- --------- - BACKDRAFT (210) DAMPER __- 32x24INTAKE LOUVER W/ SF- 1003 A TTA CHED TO 32x24x l 2 PLENUM -- --- --- --- i W/ MOTORIZED DAMPER, MD -1023 ' BLOWER ROOM \ -- -- 9x9 CG -2 s a (150) i IN SOFFIT 16x16 INTAKE T 8x6 LOUVER W MOTORIZED � t T __: --- -- = ----- - ----- -- _--- -- ----- ---- --- ----. ------ --- ,iJDAMPER D-1028 CtI _ i I YM I _ 20x36 UP TO - INTAKE HOOD,{ ROOF 2900 MAX., 1600 ON - x. MIN. - - -- 1 I O 24x24 ACOUSTICAL EXH LOUVER-- BACKDRAFT 9x9 CD / W/24x24x 18 PLENUM, W/ACCESS - -- - -- -- - - - -- --- - DAMPER - __ 14x 14 UP TO .,� i ``"�' f (22 0) � j --,, n / ODOR, EF -1001 AND MOTORIZED 3'-0" ABOVE i - -� --L `__l -- - -� -- - -- -4 WAY n --- 16x16 CG -2 DAMPER MD 1024 (300) ROOF ) -_- - _ -�� EF -1006 -- C —f'i f - -•/'� - 1 j BD 18x12 UP TO l FUME 1 TO HUB � - :_� M INTAKE HOOD -- - --- - - -- -- - 12x12 CG -2► HOOD _ DRAIN ON ROOF (700) I t (220) - 16x16 BALANCING DAMPER IN Tl - - - - - - -, c� 14x14 `` 9x9 CG- 9x9 D VERTICAL (TYP) (190) ASU -1014 (190 10x8 _ 1 SCROLL EDH-10��-7�, - r_ 1 -WAY - 12x 12 CD � � � i i � DRAIN DN � -- ��" l (305) --- - - -- I------� --- -- - -- -- _.--- D -r--� 14x 12 8x8 --- 16x16 CG -1 1 -WAY 14" DIA- -� 14x12 �� s n EDH-1019 600 -� i ( ) TYP OF 4 - - ---- - r -n FT; E ------ - ---_ p L��i i xg OH 101 _ - - 18x 14 _ J -- - -- - - ---- - ; 12x10 — 16x12 r 9x9 CG -2 14X`2-_ n fftn — (190) ----0 nr 5) - -- -- - --- - - - --- -- - - --- _ '® 0 -Izxiz CD ,> 10" DIAf ------ --- ----- 9�,� 1 -- PIT ,,(600)2 -6 x6 -0 EF=1016 T 14x14- �I 14x14 12x10 4 -WAY CANOPY \ C 14 DIA 12x6-- 12x6 - 12x6 - HOOD \l8" DIA ( [� 8x8 O L EDH-1009 SEE ----- ---- — 12x8/\ EDH-1013 - - 9x9 CASU-1015t, 12x10. (190) :w ti- u -- ' 14X14 CG -1 Y'�t 15X 15 CD = _� _ —v. ECP 1026 - - - - ` (600) 16x12 (700) 4 -WAY � I-------- --------- -- -- --- - -1 �----. - -- 14X 10 I --- 12x12 CG -1 - (190) (19 0) _ ,. ----------- ,f ------it-- --- _ -- -- -- - - - --- ,� --- -- - - -- -_ �-------- ___--------_------- - --_ ------------ -- --- - ------------ - k. I .` 14x14 CG -(1350) BD u � BD -_ u 9x9 CG -2 (190) ` TYP OF 2 _ BD TYP OF 2 h x� -- - EF -1012 14x14 CG- 350) 12x12 CG -2 9X9 CD (380) (190) 2- TYP OF 2 /N SOFFI IN SOFFI T - - WAY CORNER fid HVAC PLAN - MAIN LEVEL. %4 1 p » ®—_ DSGN R.GEOGHEGAN REUSE OF DOCUMENTS CONTROL BU I LE BAR IS ONE INCH ON CITY OF PORT TOWNSEND - - _: DR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. J.BROWN PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL CHK SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 0 �" WASTEWATER TREATMENT PLANT MECHANICAL J. STEM EN S USED, IN WHOLE OR IN PART- FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH21M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON MAIN LEVEL HVAC ate- 31L AP VD D.PETERSON © SCALES ACCORDINGLY. _ NO. DATE REVISION BY APVD CH2M HILL w IIIINIIIIIIIIII ;� Illllllf � use • NNW low - ii UII as •• w- JJ as • �► err•: ►\ as . ««ate • + a..� [mow► -- ---- �b X51:• •. _ n � ;. „ �.;:. - ,�. _ .-�'. I a• f_ WX MM :�I 1 • - fin_��r_i�:;s��. .� •: °��►�i_r� - - - -- - - �MWIL tom! i f _IPA j 1 PIPE �..� _- - o►��,LIE�. II_IFiimmxx E. MR a ---� ._fir-�� �1 I � . a• «a hill NOW M WIND mail loom• a: HiL • •. v[.n• SCAMW4STCWAT• • Opa TREATMENT E Et DATE: 12-20-91 FILENAtAE: SEA22388/C-21.DGN SCREW CONVEYOR 3 -140 (t CONVEYOR 0 ,-DISCHARGE g S MSL lid SLUDGE140 140 �'j LOADING AREA C-31 POLYMER MIXER li/ BY BELT PRESS MFR CONNECT TO 1 -PO -PVC WALL CLOSURE FLEX CONNPER INSTRUCTION OF MFR y SEEM (TYP) 2" M620 FOR PURGE I o _ BELT FILTER PRES AIR TUBING FROM 6" LR BEND 'I bD 3" M620 HYDRAULIC UNIT AND COMPRESSOR TO PILASTER PIPING BY BELT PRESS CONTROL PANEL 4„ V UP TO FOR FUTURE PO MFR. SEE 4 VTR, OFFSET '1 Q AIR TUBING �� TO BLOWER ROOM C-14 BY BELT AS REO'D PRESS MFR 6 " LR BEND I EF -1020 W1 _ BACK DRAFT _ j N I DAMPER i - _ �`- r _ _ (1440) I i I I 1 -i/� I I FD -23'-0" * PROVIDE 8 "t L - - - J I n=- I CLEARANCE-- - - ----- -------------- - ------ i I 11'-511, PROVIDE ROOF, j 2" CLEARANCE SEE C-23 BELT PRESS j ■ FROM PLATFORM CONTROL V SEE '7 PANEL CP -5 I ]AC -23 BELT PRESS I �� /� I I M - 13 071 1 I I I (t BELT PRESS 1 < 1 6 SLUDGE FEED j AND SUMP c j I FD -3 j ---------------- ------------------ ------- ----------------- 1 11211 VALVE M167 I I HOSE 1 I 6 " LR BEND j SEES13 0 j 2-NPW-PVC M620 2" V n 132x 120 REMOVABLEA LOUVER. PROVIDE 48x36 MOTORIZED/1"Z DAMPERS MD- & MD -1210 ON UPPER PORTION '-0 "AFL) OF LOUVER. PROVIDE INSULATED LANK -OFF PANELS ON EMAINDER OF LOUVER, Sed CZ �5 T �- 2-NPW-PVC 3-NPW-PVC TO BELT PRESS FD -2 FCO 0 BELT PRESS ROOM C ELEVATION 26.00 BELT PRESS ROOM HOIST ' MOUNTED ABOVE / M-100 RUN UNDER W INDOW / V 1r1 V u - (t BELT PRESS DISCHARGE AND SCREW CONVEYOR LOCATE SCREEN 1 112 " V DN CONVEYOR AS CLOSE TO PILASTER AS POSSIBLE. SEE L2"VTRJ AS REQUIRED FOR 6 -DS -DI TO FIT BETWEEN PLATFORM AND BELT PRESS AND FOR CONVEYOR TO CLEAR PILASTER ON EAST WALL, SEE Q 1SIDEW��7� DOOR EF -1019 W1 BACK DRAFT DAMPER (1440), SEE Q (TYP) 1 -PO -PVC I EL 29.50 PIPE SUPPORT 5 21 S I M (TYP) WALL SLEEVE 60 (S /M) ~— PLATFORM SEEM / C-23 `-6-DS-DI (t EL 28.00 1 -PO -PVC POLYMER SOLUTION FEEDER M-110--] 1 -PO -PVC 10' FLEXIBLE HOSE -�J 0 0 0 1� POLYMER SUPPLY DRUM .� FOR PIPING TO POLYMER ROOM SEE SH C-24 POLYMER ROOM @ ELEV 17.33 x C POLYMER DRUMS (TYP) mss. 0 C-30 2 " V DNS 2" V UP TO B NOTES: 2" VTR C-31 1. * * VERIFY DIMENSIONS WITH BELT PRESS MFR. 2. BELT PRESS, CONTROL PANEL AND DRIVE LOCATION AND ARRANGEMENTS TO BE VERIFIED BY BELT PRESS MFR. UPPER LEVEL MECHANICAL PLAN SEAL ANDo� e 1-o SIGNATURE REUSE OF DOCUMENTS HERON APPLIE co IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL TO CURREN JRM ® SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TOP' BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT REVISION ONLY �o14 p'_. • IS THIS SHEET. ADJUST SCALES ACCORDINGLY. BY APUD REFER TO ss�ONAL ROWN ORIGINAL DRA IN FVD 2 6/92 CI NO. 20 FOR SIGNATURES (E;IRES 12_3o-q�--1 ~ f 1 11 ill RACKEN 1 12/91 ADDENDUM NO. 2 AND SEALS ETERSON NO. DATE REVISION NEOPRENE GASKET BETWEEN WALL ' AND FLANGE AND BETWEEN OVERLAPPING FLANGE CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON DETAIL1 V2\ Nit-, r1CD/\l/__11 0 METAL TWO PIECE FLANGE BY TROUGH MFR. SIZE, GUAGE AND TYPE OF METAL SHALL BE COMPATIBLE WITH T ROUGH AND OPENING U -T ROUGH WELD FLANGE TO TROUGH AND L I D CONVEYOR CLOSURE DETAIL r=1 CONTROL BUILDING MECHANICAL DEWATERING AREA PLAN I_I B C 9 SHEET C-27 NO. G 44 OF 158 �~ y DATE NOV 1991 O. NSEA22388.RD N0. REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL INAL DRAWING. rl JRM DLP SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TOP' BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JRM DLP1 WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. OCH2M HILL THIS SHEET. ADJUST SCALES ACCORDINGLY. BY APUD NEOPRENE GASKET BETWEEN WALL ' AND FLANGE AND BETWEEN OVERLAPPING FLANGE CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON DETAIL1 V2\ Nit-, r1CD/\l/__11 0 METAL TWO PIECE FLANGE BY TROUGH MFR. SIZE, GUAGE AND TYPE OF METAL SHALL BE COMPATIBLE WITH T ROUGH AND OPENING U -T ROUGH WELD FLANGE TO TROUGH AND L I D CONVEYOR CLOSURE DETAIL r=1 CONTROL BUILDING MECHANICAL DEWATERING AREA PLAN I_I B C 9 SHEET C-27 NO. G 44 OF 158 �~ y DATE NOV 1991 O. NSEA22388.RD N0. A 12-iO-81 SEA72xe�C-z, x,wo REI T PRESS ♦ SLUDLINEAS - _ EXHAUST CONC O VIBRATION R3-NPW-PVC BAR IS aNE INai DN CIN OF PORT TOWNSEND DCON VEYO (TYP) BLOWER MFR ORIGINAL DRANING. V ISCHARGER TYPE OF METAL jFEED'I _ -FLEXE D -�• WASTEWATER TREATMENT PLANT OW CONBELOW JRM DLP BELT IF NOT ONE INQi DN IRIS 91EET, ADJJST S UD G POLYMER BY APVD ' SCALES ACCORDINGLY. � 26.00 oADING AREA MIXING VALVE* CONNECT 1 -PO -PVC 1> C-31 WALL CLOSURE 0 PER INSTRUCTION / SEEQ U OF MFR ` U- TROUGH v DRAIN VALVE y % F- O W/ BELOW® 10 BACK DRAFT SEE 19 ' / DAMPER FLEX. CONN. PRO NDE FL — �jO'AFL 440) PROVIDE Di" (TYP) SPOOL PIECE TO MESH GAVIL C-31 REPLACE GRINDER/� CONTROL BUILDING 1 -PO -PVC SCREEN ON INLETJTYP) 4" V UP TO 4" VTR SLUDGE GRINDER* 44 OF 1 ` MECHANICALNOG (t EL 29.50 do OU ET 2' V DN M-120 DATE NOV 199911 - PRDJSEA22388.R1 PIPE t I +—V V ( UUPPPO RT 52 SIM C ON F -f0 0 W/ t DAMPER AFT FLOOR M822 / LL � SLEEVE( 00 FAN MOUNTED WALL BRACKET ,T 6'-0"AFF PIPE FD -2 U501 (SIM) SEE DETAIL/—J--\_I 1 BELOW) _ ) -' s -DS -DI �EL28.50 NPLATFORM � I I // I► I I 1 `J 2"VON; UP TO (t BELT 2' VTR PRESS 2 FLOOR " VD SLEEVE - - - A/620 BOOSTER PUMP (IF READ)) 2-NPW-PVC I A C-30 1 132020 REMOVABLE' 1 LOUVER. PROVIDE 48x36 MOTORIZED DAMPERS MD -1209 MD -1030 -ON UPPER , PORTION 9' -0 -AFL) OF LOUVELVPROVIDE INSULATED BLANK -OFF PANELS ON'" REMAINDER LOUVER C 1pT JF I PSP qCC 12,]660.` fi'sloNAI. LNV BY ASMFR* REI T PRESS ♦ SLUDLINEAS _ EXHAUST CONC O VIBRATION R3-NPW-PVC BAR IS aNE INai DN CIN OF PORT TOWNSEND BELTFROM (TYP) BLOWER MFR ORIGINAL DRANING. SIZE, GUAGE AND ROOM TYPE OF METAL jFEED'I _ -FLEXE D -�• WASTEWATER TREATMENT PLANT OW CONBELOW JRM DLP BELT IF NOT ONE INQi DN IRIS 91EET, ADJJST JEFFERSON COUNTY, WASHINGTON PRESS) BY APVD SEE 70813 SCALES ACCORDINGLY. � 26.00 TO BELT PRESS """'" yr PER MFR _ M-140 CONTROL PANEL* - �— NS MSL f 1/2" V ON _ FCO 140 140 BELT PRESS ROOM . � ELEVA TION 6.00 2" V UP TO BELT PRESS P BELT 2" VTR PRESS DRIVE UNI Tr DISCHARGE w SEE NOTE SIDEWALK 6 BELT PRESS ROOM HOIST ' ` DOOR MOUNTED ABOVE M-100 RUNLI NDDOW ER i Q +V V r' 2" VON 2" V UP TO B 2" VTR ' C-31 UPPER LEVEL MECHANICAL PLAN ."=1'-0" DSCN B.EIS )R ER.BRIACKEN CHK APUDD.PENO. 1 -PO -PVC POLYMER FEEDER POLYMER ROOM 0 ELEV 17.33 1 -PO -PVC 10' FLEXIBLE HOSE r/O O O C 1 POLYMER SUPPLY DRUM CGCx gs FOR PIPING TO POLYMER ROOM SEE SH C-24 POLYMER DRUMS (TYP) s C� NOTES: 1. * DENOTES ITEMS TO BE SUPPLIED BY BELT PRESS MFR. 2. ** VERIFY DIMENSIONS WITH BELT PRESS MFR. 3. PANELBELT PRESS CONTROL AND ARRANGEMENTS TO BE VERIFIED BY BEL PRESS MFR. FLEX. CONNECTION -- PROVIDE ;1" MESH EL 37.50 GAL SCREEN REUSE OF C)OCUMENTS _ EXHAUST CONC O VIBRATION BETWEEN WALL BAR IS aNE INai DN CIN OF PORT TOWNSEND WALL SUPPORT (TYP) THIS DOCUMENT, ANO THE IDEAS AND DESIGNS"COR- ORIGINAL DRANING. SIZE, GUAGE AND 3x3xY4 ANGLE, TYPE OF METAL PORATFD HEREIN. AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF CH2M HILL AND IS NOT TO Be D -�• WASTEWATER TREATMENT PLANT :N0:2D JRM DLP USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT vnTHaUT THE WRITTEN AUTHORIZAIiON OF CH2M HILL IF NOT ONE INQi DN IRIS 91EET, ADJJST JEFFERSON COUNTY, WASHINGTON on nM BY APVD OCH2M HILL SCALES ACCORDINGLY. � 26.00 FLEX. CONNECTION -- PROVIDE ;1" MESH EL 37.50 GAL SCREEN OVER INTAKE do _ EXHAUST CONC O VIBRATION BETWEEN WALL 'ISOLATORS WALL SUPPORT (TYP) FABRICATE FROM SIZE, GUAGE AND 3x3xY4 ANGLE, TYPE OF METAL FASTEN TO SHALL BE WALL W ANCHOR COMPATIBLE BOLTS N EXPANSION SHELLS HOT DIP GALVANIZEAFTER FABRICATION) � AND OPENING � 26.00 DETAIL NEOPRENE GASKET CONC O METAL TWO PIECE BETWEEN WALL FLANGE BY AND FLANGE TROUGH MFR. AND BETWEEN SIZE, GUAGE AND OVERLAPPING FLANGES TYPE OF METAL SHALL BE COMPATIBLE WITH TROUGH AND OPENING 0 a 0 U U- TROUGH v REMOVABLE LID WELD FLANGE TO TROUGH — AND LID CONVEYOR CLOSURE DETAIL C-31 CONTROL BUILDING SHEET C-27 44 OF 1 MECHANICALNOG DEWATERING AREA PLAN f DATE NOV 199911 PRDJSEA22388.R1 ■ Ll E 11-11 91 SEA 22388\C-21.DWG — T 1 CONVEYOR DISCHARGE - -- - - , SLUDGE POL YMER LOADING AREA MIXING VALVE* --� CONNECT 1 -PO -PVC C _ �- C-31 PER INSTRUCTION OF MFR I - DRAIN VAL VE BELOW SEE 19 - „ FLEX. CONN. \ �\ op PROVIDE %z -(TYP) PROVIDE FLGxFLG MESH GA VL SPOOL PIECE TO SCREEN ON/ „ REPLACE GRINDER 4 V UP TO IOU (ETP) 4" VTR , ` SLUDGE GRINDER* �1�--- - - ----- 2„ V DN - \ ���, M-120 ---- - -EF-1020 W/ I FAN MOUNTED ON I BACK DRAFT ~� ER WALL BRACKET I DA6'FLOOMF'0"AFF PIPER M622 -� ! i SEE DETAIL FD -2 1440) (BELOW) i 61_0" - -- _ EL 28.50 6 -DS -DI 911 912 cVTHICKENED / PL A TFORM LSL LSH SLUDGE 910 10 SEE 705 HOPPER EL AS REQUIRED VA VEBY EQUIP MFR* a SE __2" V DN, BEL T PRESS * SLUDGE FEED I I ! � I T UP TO �, M-130 LINE, LOCA TION I it BELT „ AS REQD BY PRESS 2VTR - ---- 3-NPW-PVC BELT PRESS V FROM BLOWER FLOOR �-2DN I ROOM MFR------__-_� SLEEVE of-__ F FL EX/ BL E BELOW CONNECTION I j BOOSTER (BEL O W BELT I' PUMP * _ PRESS) (IF REQD - SCREW 4 CON VEYOR * LSH j I7 2 - NP W- P VC — - --- SEE 708 130 I ' i - TO BEL T PRESS BEL T y, =_ _{ PER MFR CONVEYOR / - - - UP M-140 ---= A I CONTROL PANEL * '* I 1 1/2" V DN C-30 I srsc,`�' BELT PRESS ROOM @ ELEVATION 2600 2" V UP TO >'zoI , CA BEL T PRESS - (t BEL T 2 VTR - - 132x120 REMOVABLE I DRIVE UNIT* 0 FD -2 PRESS LOUVER. PROVIDESEE NOTE 3 DISC ARGE 48x36 MOTORIZED - — I -- --- o FCD AMPERS MD -1209 & MD- . _07 N__ BELT PRESS ROOM HOIST „ PORTION (K- 0 "AFL I MOUNTED ABOVE \ 6 -10 ** E - - - -- - OF LOUVER PROW E I M-100 ---- INSULATED BLANK -OFF -- - ANELS ON REMAINDER OF LOUVER -�� _ I RUN UNDER 71 0/38 M WINDOW \ IT V I - E) LLx�s� gam EF -1019 W/ BACK DRAFT DAMPER �6'- 0 "A FL 1440) -- 1 -PO -PVC l� EL 29.50 --- PIPE SUPPORT M52 (TYP) WA L L SL EE VE j (SIM) R" ---------1-PO-PVC �`-POL YMER / SOL U TI ON FEEDER M=7a10 F„ 1 _Po -PVC I -`10' FLEXIBLE HOSE N J / O 0 . 0 : I POL YMER SUPPLY DRUM T_��c2' FOR PIPING TO P_ OL YMER ROOM {`SEE SH C-24 2" V DN � � 2" V UQ TO \FLOOR 2" VTq HATCH C-31 1 � UPPER LEVEL MECHANICAL PLAN I DSGN DR J.BROWN N` CHK R.BRACKEN A'VD D.PETERSON . N0. DATE �,8„=1,_0„ FLEX. CONNECTION * ° PROVIDE %2" MESH = .-EL 37.50 GAL V SCREEN OVER INTAKE & j { EXHAUST " -- V/BRA T/ ON "y I SOLA TORS WALL SUPPORT (TYP) FABRICATE FROM ° f 3x3x4V ANGLE, r FA S TEN TO % MyWALL W1 ANCHOR - BOLTS IN EXPANSION r,r SHELLS (HOT DIP P OL YMER GALVANIZE AFTER ;F. FABRI CA TION) EL 26.00 ROOM @ ELEV 17.33 'x LYMER DETAIL 1 DRUMS (TYP) , `'Y Y8"=1'-0" — 0- " j% f, NO TES: z 1. * DENOTES I TEMS TO BE SUPPLIED BY BELT PRESS MFR. 2. ** VERIFY DIMENSIONS WITH BELT PRESS MFR. . 3. BELT PRESS CONTROL PANEL AND DRIVE LOCA TI DN AND ARRANGEMENTS TO BE VERIFIED BY BELT PRESS MFR. REUSE OF DOCUMENTS"NC ''` - ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORGIINAL DRAWINGN CITY OF PORT TOWNSEND SERVICED IS THE PROPS TY OF CH2M HIN INSTRUMENT OLL AND ISSNO TO BE 0 �" WASTEWATER TREATMENT PLANT USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON REVISION BY APVD C)CH2M HILL SCALES ACCORDINGLY. CONTROL BUILDING MECHANICAL DEWATERING AREA PLAN SHEET C-27 DWG 44 OF 158 O I DATE NOV 1991 PROJ SEA22388.RD N0. toi 1- U LL z W O 0 a: 0 O > E LL m 12-20-91 SE A2238$/C— 22 .D G N 71 Qiiiiiiw E NOTE: 1. * DENOTES ITEMS TO BE SUPPLIED BY BLOWER MFR MECHANICAL PLAN 3/8 " = 11-011 SEAL AND 4' �, REUSE OF DOCUMENTS SIGNATURE c") IS ONE INCH ON HERON APPLIE y JRM DLP SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO TO CURREN REVISION O LY 16424 I S JRM ,Q Iry sTG WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. OT ONE INCH ON SHEET, ADJUST REFER TO S's�Ct ONAL APVD ROWN SCALES ACCORDINGLY. ORIGINAL DRA IN FOR FVD Q 6/92 C1 NO. 20 SIGNATURES EXPIRES >z -3o- '✓ �' RACKEN Al, 12/91 ADDENDUM NO. 2 AND SEALS ETERSON NO. DATE REVISION 4 5 6 . I TO I EL 26.00 (NOM) R NO.2 I TO R NO.1 BOT OF (TYP) BEAM � 0 t FLOOR sz2 IPE M) 6—D —DI TO BEL PRESS 4�P oe— MONRA I LOUVER 6—DS—D L 15,-0" =1 I i I -III PROVIDE FLG x FLG i LAT ING I I I I SPOOL OF REOD JGES (TYP) LENGTH FOR FUTURE I (P EL 11.50 EL 10.00 (NOM) EE DN )-o2 DORT C -P—STL X02 (TY _FEE DN D FLAT 13.00 P—DI ESTER 4—DS—Dl--\RELOCAT ION OF 6—DS—DI POLYMER MIXER � BLIND FLANGE LP -4 18 0 EL 13.00 + C i 4—DS—D i S L PRESSURE REL 1E VALVE (TYP) BELLOWS TYPE FLEXIBLE* COUPL INGTYP) ------ y-fHA4hH---- ---1N-F-----------V---------- NTAKE AIR* ILTER I SCHARGE* I LENCE INTAKE* SILENCER 6�� 6X4 RDCR---- ------------—------- 6X4 RE 3'-0" PROVIDE FLG X FLG DIGESTER BLOWER B-961 SAMPLE VALVE —� R�P� CEMETER PIECE FLOW O� (TYP 3) SEE LR BEND e(TYP) FT FE 130 130 709 Yw ION 3/8 " = 1"-0" A 8—ALP—STL (t EL 20.50 (VERIFY W/ BLOWER MFR) 8—ALP—STL L 16.00 8—ALP—STL 1 N. [a] I ' DIGESTER B-961 DIGESTER B-962 DIGESTER D DI STL BLOWER BLOWER BLOWER B-963 SECTION rB_� 3/8 It = r-0" CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON CONTROL BUILDING MECHANICAL BLOWER ROOM PLAN AND SECTIONS SHEET C-28 NO. 45 OF 158 DATE NOV 1991 PR SEA22388.RD N O.. x REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL GINAL DRAWING. JRM DLP SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO FBAR P' BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT JRM DLP WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. OT ONE INCH ON SHEET, ADJUST BY APVD OCH2M HILL SCALES ACCORDINGLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON CONTROL BUILDING MECHANICAL BLOWER ROOM PLAN AND SECTIONS SHEET C-28 NO. 45 OF 158 DATE NOV 1991 PR SEA22388.RD N O.. x 2'-0" 6'-0" 6 -DS -DI FROM BELT PRESS FEED 6 -OS -01 PUMP 6 -DS -0I, UP TO BELT • 2'-0" 4 17" �8-ALP-Dl TO DIGESTER NO.2 8 -ALP -D/ TO DIGESTER NO.1 0 NOTE: 1. * DENOTES ITEMS TO BE SUPPLIED BY BLOWER MFR MECHANICAL PLAN \PN J. F ,r' ®� DSCN B.EIS R J.BROWN p�f 4`Orzvec a� ��' HK NAL �H0 ©' R.BRACKEN Q 12/gi ADDENDUM NO. 2 PVD D.PETERSON NO. DA SON ml ,n * BOT OF LOUVER 60 (TYP) BEAM 4SITL 6-DS-01 1111=111 BLIND FLANGE 6 -DS -1 INSULATING 1111- FLANGES (TYP) 844 w it EL 11.50 a - EL 10.00 (NOM) 6X4 RED 18" TEE DN 8-V502 (TYP) FLOORPIPE 6� LOUVER 6 -DS -DI TO 4 -DS -DI 4 -DS -DI e o 0 t BELT PRESS VALVE (TYP) BLIND FLANGE BELLOWS TYPE FLEXIBLE* DIGESTER BLOWER COUPLING (TYP) 8-961 I 0Lpi 0 PRESSURE* BELLOWS TYPE* RELIEF VALVE FLEXIBLE (TYP OF 2) COUPLING (TYP INTAKE AIR FILTER * ° ° ° (TYP OF 2) 8-V620 ( TYP) DIGESTER BLOWER B-962 INERTIA BASE ASSEMBLY* (TYP) o ° 0. FUTURE BLOWER I 101 0 0 BLOWER MONORAIL ROOM 0 NOTE: 1. * DENOTES ITEMS TO BE SUPPLIED BY BLOWER MFR MECHANICAL PLAN \PN J. F ,r' ®� DSCN B.EIS R J.BROWN p�f 4`Orzvec a� ��' HK NAL �H0 ©' R.BRACKEN Q 12/gi ADDENDUM NO. 2 PVD D.PETERSON NO. DA SON ml ,n * BOT OF LOUVER 60 (TYP) BEAM 4SITL 6-DS-01 1111=111 BLIND FLANGE 6 -DS -1 INSULATING 1111- FLANGES (TYP) 844 w it EL 11.50 a - EL 10.00 (NOM) 6X4 RED 18" TEE DN 8-V502 (TYP) FLOORPIPE 6� (SIM) 6 -DS -DI TO PRESSURE RELII BELT PRESS VALVE (TYP) BELLOWS TYPE FLEXIBLE* j MONRAIL COUPLING (TYP) I I `-INTAKE AIR* I FILTER DISCHARGE* SILENCER — INTAKE* j SILENCER DIGESTER BLOWER PROVIDE FLG X FLG 8-961 SPOOL PIECE TO (TYP OF 3) REPLACE FLOW METER FT FE 709 SAMPLE VALVE 130 130 SEE " ("P) SECTION _ A� .b" = I" -O" — 8-ALP-STL 5'-6" 8'-0" 8'-0" I DIGESTER 8-961 DIGESTER B_982 DIGESTER B-963 DI STL BLOWER BLOWER BLOWER SECTION 63 REUSE OF DOCUMENTS BAR IS ONE INCH ON CITY OF PORT TOWNSEND CONTROL BUILDING THIS DOMMENT, AND THE IDEAS AND DESIGNS INCOR— ORIGINAL DRANING. MECHANICAL PORATED HEREIN, AS AN UlSTRUMENT OF PROFESSIONAL O . WASTEWATER TREATMENT PLANT SERVICE, IS THE PROPERTY OF .2M HILL AND IS NOT TO BE BLOWER ROOM PLAN AND WTEliDljUWHOLE OR IN T 7}IE M�RITTEN AUTHOftIZAT10N OFOR ANY F iCH2M HILLER PROJECT F NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON THIS SHEET' ADJUST °CH2M HILL SCALES ACCORDINGLY. SECTIONS EL 20.50 * 8-ALP-STL EET C-28 C 45 OF 158 TE NOV 1991 W] wl i' CC A') )IRR\ (`—')) nwrl- z 2,-0„ 6,-0„ 6 -DS -DI 77 FROM BELT PRESS FEED Lr PUMP --- --- - - _ 6 -DS -D1 f M18 (TYP) 6- TDS-DI UP TO THICKENED SLUDGE HOPPER — PE PSH _ 931 931 '- FSL IN - 931 VERT 709 C-29 6 -DS -DI UP TO BELT PRESS 2,_-0_„11 %8 -ALP -DI TO j DI GES TER N 0.2 8 -ALP -DI TO DIGESTER N0.1 NO TE: 1. * DENOTES ITEMS TO BE SUPPLIED BY BLOWER MFR PN J• WASy fico js C Z 25366 • �� 1 f f,spIQN MECHANICAL PLAN ,Ys» = 1,-0„ r- FLOOR M622 PIPE (SIM) ,__ -6 -DS -DI TO PRESSURE RELIEF EL 26.00 (NOM) _ ,BEL T PRESS VAL VE (TYP) �.. I BELLOWS TYPE FLEXIBLE* j MONRAIL COUPLING (TYP) r LOUVER - -- { g#_ ! INTAKE AIR* ei --- -- (� -- - -- FI L TER ` 6 -DS -DI -- _� DISCHARGE* SILENCER - -- BOT OF (TYP) BEAM - - 18 DI \� S TL EL 18.00 INSULA TING FLANGES (TYP) I II— fenfi M844 A EL 10.00 (N"OM) 6X4 RED TEE ON CrY 'V502 --e PIPE M50 SUPPORT = -- 8-ALP-STL - 8-V502 (TYP) j 8" TEE DN __- 8 -ALP- S TL EL 20.50 (VERIFY W1 _. BLOWER.,MFR) (_ EL 16.00 -6 -DS -DI (TYP)f -------INTAKE* ---- 8-ALP-STL SILENCER S (t EL 13.00 6X4 RED -------_'--- __- --- 4 -DS -DI - - - -- s 4 -DS -D/: ----------- DIGESTER SLOWER r----------- -PROVIDE FLG X FLG B-961 SPOOL PIECE TO (TYP o F 3) REPLACE FLOW METER j 8-ALP-STL SAMPLE VALVE 1FT FE 30 130 709 SEE n' 1� (TYP) SECTION`} -s = C-07" . sF EL 26.00 (NOM) PIPE M550 ---- HANGER (TYP) 1--EL-20_5 * __ 8- V502 --- 8-ALP-STL SEE' ifollr FE (96D709 �,� --- 8- V502 (TYP) LTi I-� (TYP) _f` (TYP) M69 Pl EL 16.00. j. FE -- 8-ALP-STL (tEL 13.00 963 � PI 8OALP-Dl _ /10 I mi, DI GES TER -- NO.2 APIPE M508 BELLOWS TYPE - FLEXIBLE I SUPPOR T i COUPLING (TYP) (TYP) EL 10.00 NOM I 5,-61) DIGESTER B-961--1 DIGESTER B-962 DIGESTER B--963 I DI STL BL O WER BL O WER BL O WER SECTION _y 1 "- o" r L OU VE '. --� 5 4 -DS -DI 4 -DS -DI © o o .. i i I , I DIGESTER BLOWER - - — 6-V405 (—B-961 � (TYP) PRESSURE* BELLOWS TYPE* RELIEF VAL VE FLEXIBLE INTAKE (TYP OF 2)- COUPLING (TYP -- ___- AIR FI L TER * © o .-(TYP OF 2)----�,� • - 8-V620 (TYP) _ FLUSHING U18 DIGESTER BLOWER CONN. (TYP) B-96271 SL U GE S�L URGE o 0 0 TRANSFER TRANSFER C PUMP PU P ` x C_29 INERTIA BASE P- 31 P- 32 ASSEMBL Y* (TYP) * * ® 00 O 0 m ►r}- :[=TLn PIPE ----- - - - \ - - `,- L+__ ­ DIGESTER BLOWER B- 963 ' © @ o BLOWER MONORAIL ROOM HA TCH AB 0 VE -- i r. NO TE: 1. * DENOTES ITEMS TO BE SUPPLIED BY BLOWER MFR PN J• WASy fico js C Z 25366 • �� 1 f f,spIQN MECHANICAL PLAN ,Ys» = 1,-0„ r- FLOOR M622 PIPE (SIM) ,__ -6 -DS -DI TO PRESSURE RELIEF EL 26.00 (NOM) _ ,BEL T PRESS VAL VE (TYP) �.. I BELLOWS TYPE FLEXIBLE* j MONRAIL COUPLING (TYP) r LOUVER - -- { g#_ ! INTAKE AIR* ei --- -- (� -- - -- FI L TER ` 6 -DS -DI -- _� DISCHARGE* SILENCER - -- BOT OF (TYP) BEAM - - 18 DI \� S TL EL 18.00 INSULA TING FLANGES (TYP) I II— fenfi M844 A EL 10.00 (N"OM) 6X4 RED TEE ON CrY 'V502 --e PIPE M50 SUPPORT = -- 8-ALP-STL - 8-V502 (TYP) j 8" TEE DN __- 8 -ALP- S TL EL 20.50 (VERIFY W1 _. BLOWER.,MFR) (_ EL 16.00 -6 -DS -DI (TYP)f -------INTAKE* ---- 8-ALP-STL SILENCER S (t EL 13.00 6X4 RED -------_'--- __- --- 4 -DS -DI - - - -- s 4 -DS -D/: ----------- DIGESTER SLOWER r----------- -PROVIDE FLG X FLG B-961 SPOOL PIECE TO (TYP o F 3) REPLACE FLOW METER j 8-ALP-STL SAMPLE VALVE 1FT FE 30 130 709 SEE n' 1� (TYP) SECTION`} -s = C-07" . sF EL 26.00 (NOM) PIPE M550 ---- HANGER (TYP) 1--EL-20_5 * __ 8- V502 --- 8-ALP-STL SEE' ifollr FE (96D709 �,� --- 8- V502 (TYP) LTi I-� (TYP) _f` (TYP) M69 Pl EL 16.00. j. FE -- 8-ALP-STL (tEL 13.00 963 � PI 8OALP-Dl _ /10 I mi, DI GES TER -- NO.2 APIPE M508 BELLOWS TYPE - FLEXIBLE I SUPPOR T i COUPLING (TYP) (TYP) EL 10.00 NOM I 5,-61) DIGESTER B-961--1 DIGESTER B-962 DIGESTER B--963 I DI STL BL O WER BL O WER BL O WER SECTION _y 1 "- o" r wag •� .,' � 11-20-91 SFAZ236I\C-73.() G 1pN J. CONTROL BUILDING sHEEr c-2s r' REUSE OF DOCUMENTSONE I ® DSGN B. EIS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DDRAWN0. CITY OF PORT TOWNSEND M E CH A N I C A L rDio 46 OF 158 R J.BROWN SE R I ED HEREIN, AS ER INSTRUMENT LL PROFESSIONAL SERATE, IS THE PROPERTY OF CHEM HILL AND IS NOT TO OR IN PART, FOR ANY OTHER PROJECT 0_1 ' WASTEWATER TREATMENT PLANT IF NOT ONE INCH ON SECTION DAZE NOV 1901 NgL � K R.BRACKENUSED 1 NO. 2 ;ADDENDUM IN VM. JRM DLP vgTH3UTTHE MRITTEN Aun+oRlzAnoN oFCHZM HILL- THIS slEEr, ADJUST JEFFERSON COUNTY, WASHINGTON "�ORO1N�Y• PROJ SEA22388.RD PVD D.PETERSON NO. GATE REVIS ON BY APUD OCH2M HILL �"� / w n D K��-1 0 rui�u�n��n PN `� OF WJ 0 P 25366 p �� n� FG 1 s 1 sfI�NAL ,.)L -k.. I /vIv t V -Y8„_>>_0„ C-28 DSGN DR = T CHK APVD ,.)L -k.. I /vIv t V -Y8„_>>_0„ C-28 �—� DATE: 11-12-91 SEA22388/C-24.DGN 2 SEAL AND W SIGNATURE AP tiHERON TO CURRENT REVISION ONL 5424 �t� ® FR.BRACKEN NB .EIS �IST� 1� ORIGRNALRDR WI G DR EAG J •BROWN 2 6/92 CI NO. 20 FOR �. SIGNATURE E�'IRES »-3o- qv LNO. /91 ADDENDUM NO. 2 AND SEALS . - JAPVD D ,PETERSON ATE REVISION SECT /ON 3/811= it—oilC-27 REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- rBAR,IS ONE INCH ONPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL GINAL DRAWING. CITY OF PORT TOWNSEND JRM DLP SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TOo �� WASTEWATER TREATMENT PLANT BE USED, 'IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON JRM DLP WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET. ADJUST BY APUD OCH2M HILL SCALES ACCORDINGLY. CONTROL BUILDING MECHANICAL SECTION SHEET C-30 NOG 47 OF 158 DATE NOV 1991 PROJ NO SEA22388.RD A B C 12-20-91 SFA22388\C-24.D*G e�y BELT PRESS ROOM PIPE HANGER M552 O BELT PRESS UNION CONNECT TO BELT } ° I RDCR PRESS PER MFR -6 -DS -DI PLATFORM 2-NPW-PVC CAKE - 1 -PO -PVC EL 31.33 WASHWATER o 0 0 0 0 0- 0 FOUR-SIDED DISCHARGE BOOSTER PUMP 0 0 o o _ CHUTE: SEE SPECS 0 `off — I PIPE 508 WALL SLEE SUPPORT — # SEyEp) u M604 FLOOR M620 SLEEVE TO BELT PRESS SLUDGE GRINDER SCREW PER MFR M-120--1 CO VEYOR EL 26.00 1 -PO -PVC liL IPIPER - - PIPE M501 3-NPW-PVC M622 SUPPORT ^ 1 NPW-PVC POLYMER ROOM I (SIM) HOSE VALVE 6 -TS -DI FOR CONT 6 -DS -DI 'TO BELT PRESS W2-PVCGND SH C-281" OSEEnSEE EL VARIESBLOWER ROOMEL 17..33 -1111 EL 16_33 PIPE CONNECTION PER POLYMER 2V SYSTEM MFR FOR CONT SEE SH C-24 SECTION C-27 ® NDN B.EIS REUSE OF DOCUME(YTS CONTROL 1}115 DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- OF PROFESSIONAL. OF21gNAL DRAWING. ORICI CITY OF PORT TOWNSEND E MEM R J.BROWN PORATED HEREIN. AS AN INSTRUMENT SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE D -1• WASTEWATER TREATMENT PLANT �ONAL CNV K R.BRACKEN 0JRM fix ADDENDUM NO. 2 NLP NiTi�dtiT TTHHE WOLERITTEN AUTHARTOR ZATION OF CH2M HILLDR I P OR ANY OTHER F NOT ONE INCH ONS THIS SHEET. JEFFERSON COUNTY, WASHINGTON SEC PVD D.PETERSON NO. REVISION BY APVD 0CH2M HILL SCALES ACCORDINGLY. I • 1w] � r dp " V 11-12-91 SEA22388\C--24.DWG it , 2-NPW-PVC WA SH WA TER BOOSTER PUMP- PIPE M508 SUPPORT \ FLOOR M620 -� SLEEVE EL 2600 3-NPW-PVC GND EL VARIES - FOR CON T SEE SH C-24 - -----_ V UNION CONNECT TO BELT RDCR PRESS PER MFR S- DS -Di --+'1 J ---PLATFORM SECTION iA1 5YS1tM Ml -K REUSE OF DOCUMENTS BAR IS ONE INCH ON THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. CITY OF PORT TOWNSEND PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONALO -- 1" SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE WASTEWATER TREATMENT PLANT USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. CONTROL BUILDING MECHANICAL SECTION SHEET C-30 NOG 47 OF 158 DATE NOV 1991 O NSEA22388.RD N0. r I ■ 1 1 LOUVER HOSE VALVE SEE -- SIM u15f 41— PIPE SUPPORTM5 QCSIDEWALK D pN J. IONAL ESV BELT PRESS ROOM HOIST M-]00 BELT PRESS M-130 r--- ---1 FOUR-SIDED DISCHARGE L CHUTE. SEE SPECS SCREW CONVEYOR �^ COVER ?7H YDRAuuC POWER PACK 3 -WPW -PVC BLOWER ROOM 3" DRAIN & 3-V307 CONT. SEE SH C-24 v Q SCREW CONVEYOR SUPPORT BY MFR (TYP) ACCESS WALL CLOSURE DAR IS ONE INCH «+ ORIGINAL DRAWING CITY OF PORT TOWNSEND 74, PLATFORM SEE • EL PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO DE O -I. WASTEWATER TREATMENT PLANT SCREW 1 /91 TE ADDENDUM N0. 2 REVISION COYER i� CONVEYOR F NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINCLY. JEFFERSON COUNTY, WASHINGTON D.PETERSON N0. ' M521 SIM PVC DISCHARGE CHUTE EL 29.50 DI ULDS P EL 28.50 I NEOPRENE PIPE SOCK SUPPORT M501 FOR CONT. SEE SH C-28 SLUDGE Q LOADING AREA SECTION .;g"-1'-0" C-27 EL 31.00 CONTROL BUILDING SHEET C-31 MECHANICAL No.. 48 of 158 SECTION DATE NOV 1991 NO. SEA22388.R[ REUSE OF E)OCUMENTS B.EIS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- DAR IS ONE INCH «+ ORIGINAL DRAWING CITY OF PORT TOWNSEND J.BROWN PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO DE O -I. WASTEWATER TREATMENT PLANT R.BRACKEN Q 1 /91 TE ADDENDUM N0. 2 REVISION JRM BY DLP APUD USED IN WHOLE OR IN PAR T, FOR ANY OTHER PROJECT W TH(SUT THE WRITTEN AUTHORIZATION OF CH2M HILL OCH2M HILL F NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINCLY. JEFFERSON COUNTY, WASHINGTON D.PETERSON N0. EL 31.00 CONTROL BUILDING SHEET C-31 MECHANICAL No.. 48 of 158 SECTION DATE NOV 1991 NO. SEA22388.R[ -1 11-12-91 SEA22388\C-25.DWG LOUVER HOSE VAL UE SEE SIM PIPE (Y50j)SUPPORT EL 26.00 FLOOR M620 - SLEEVE FLOOR HATCH BEL T PRESS ROOM HOIST M-100 i SECTION 418 1 ,-O„ C-2 7 L 31.00 ci r DATE: 11-11-91 FILENAME:SEA22388/D-0.DLV 1 2 1 3 4 1 5 1 s m 0 w i 142 SIM @ TOP EDGE } In ALARM LIGHT sso ROOF L INE A EL 35.50 EL 35.50 CENTER LUMINAIRE I RUST I CAT IONS , SEE 141 EQUALLY BETWEEN I I EL 32.00 (NOM) TOP OF RUSTICATION °°-----------------------�-- � WORK POINT L--------- ---- i (TYP) RUST I CAT IONS - - - - - AND CENTER EL 29.69 - - - - - - - ABOVE WINDOW TOP OF RUSTICATION WORK POINT o ❑ ❑ EL 25.69 I � <v I— \\ PIPE a = = = = �� = = = = =c = = = = {' EL 19.30 EL 15.42 \ GUARD POST (TYP) � I GALLERY-- OPENING c = _ _� EX IST I NG ® i DIGESTER EL 15.00 i I EL VARIES ___F_ A 1p"I f Ed Hi SLAB ---- EL VARIES i --------------- --------------- -------------- I I ----------------------J ---------------------------- -Z ----- r� I I I I r EAST ELEVAT ION NORTH ELEVATION B ---------------� v8" = 11-011 V811 = 11-0i1 142 (TYP) ALUMINUM RAILING EL 35.50 EL 35.50 FOR SCUPPER AND I I I ❑ I CONDUCTOR HEAD _ EL 32.00 (NOM) ----------------------------- ------ fE P -111 TYP DETAILS, SEE S S&S , EXPOSED CONCRETE 3" DIA GALV DOWNSPOUT ❑ ❑ WALLS PS -106, COLOR TO MATCHLUMINAIRE,. c WALL COLOR TYP OF 2 SPLASHBLOCK , SEE 147 THIS = _ _ ® �� ELEVATION EL VARIES �� �� EL VARIES I I I I I I I EL 11.08 I _ FIXED DRAINABLE I AT SLAB EDGE ---------- I i C -I ILOUVER, TYPICAL I I - ---------------------L------SEE 'I I I 139 I I I I�---------� I-►----------- ---� — — — — — — — — — — --------------— WEST -------------—WEST EION SOUTH ELEVAT ION V8 „ _ ,,-o„ V8 „ = 1,-o„ W p _j D OCr w U O cUi> A zz it" - c pEC,„cTERED ;y ° REUSE OF DOCUMENTS SHEET D-0 LL DSG N C. LONGMAT HEADWORKS BUILDING AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON w HN1 DR THIS PORATD D HEREIN AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF PORT TOWNSEND DWG STAlk U.F dW►SH;rIGTON ” B . LAZARO NO . 49 OF 158 �- SERVICE. IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 to WASTEWATER TREATMENT PLANT ARCHITECTURAL < o CHK BE USED, IN WHOLE OR IN PART, FOR .ANY OTHER PROJECT DATE NOV 1991 ¢ APvo L� ARAGON IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON EXTERIOR ELEVATIONS PRo� Lu O J WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST OE LL D. PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD n A TC o 11-11-01 Ml C:r\i A AAC •cC A O7".�QQ /n-n,� ni v �,.A AllD D. PETERSON. _ _ . _ �.... .. _...r.. I Hli SHLE I, AUJUS I REVISION BY APUD ®CH2M HILL SCALES ACCORDINGLY. — CHLORINE CONTACT BASIN STAIRS N EL 15-.00 #5@12" EW, CTRD 6" WATERSTOP EL 11.00 D1211 6" 41 -211 1 AN I CAL DRAWINGS. SEE S6 , 3U ILD ING RAL I-CJlJINL.J/`% I I\JIJ PLAN SHEET D-1 DWG 50 OF 158 DATE NOV 1991 PROJ NOO. N. SEA22388.RD A B c D v . ' a U LL z w 0 r a o J w O w O LL r�nAkAr.C+r-nlrn nn r1i i 3 - 3'-0"x4'-6" SINGLE LEAF SIDEWALK DOOR (H-20), PIPE DRAINS TO SUMP BELOW., VERIFY DIMENSIONS AND LOCATION OF OPENING W1 PUMP MFR PRIOR TO ORDERING DOOR AND CASTING DOOR IN PLACE 5'-0"x 6'-0" DOUBLE LEAF SIDEWALK DOOR (H-20) PIPE DRAINS TO SUMP BELOW-,,, w OD f' 0 I \ a Cr w Lu ® x LL ooN cr O KORBUS 16345 0 �`" MILLER a U LL z w 0 r a o J w O w O LL r�nAkAr.C+r-nlrn nn r1i i 3 - 3'-0"x4'-6" SINGLE LEAF SIDEWALK DOOR (H-20), PIPE DRAINS TO SUMP BELOW., VERIFY DIMENSIONS AND LOCATION OF OPENING W1 PUMP MFR PRIOR TO ORDERING DOOR AND CASTING DOOR IN PLACE 5'-0"x 6'-0" DOUBLE LEAF SIDEWALK DOOR (H-20) PIPE DRAINS TO SUMP BELOW-,,, NOTES: 1. 14'-0" DIMENSION SHOWN BASED ON 36" WIDE DOORS. IF DOORS ARE REQ'D TO BE LARGER DUE TO SIZE OF PUMP, INCREASE WIDTH OF WET WELL. 2. FOR CORNER REINFORCING SEE S 20'-0" . • I I L ---- FOR BEAM DET AI L SEE O D-7 I 2 3 ■ 4 b EXST DIGESTER WALL 6T @ 11,1 _ 5'-6" 7R 0 6 8..:4._0.. + 2 ItPJF 16.00 G AL RAIL W /POST 15.42 - - - - CONC STAIR( F 1 i ANCHORAGE TYPE "A" DISI D �_ - o _,� 21,_6„ ' --'' = 4'-2'•, -ct SEE (qAND(q (TYP) O 3'-8" 40'_0„ 16.00 1 ,A<> ? ®11.50 ®11. PAD FOR STORAGE GUARDRAIL TANK , SEE 2 1' 28,_0„ 1,_0„ 9,_0„ ® 1,_0„ D 13 - Q GUARD POST EXTERIOR O I '-0_03SEE 811 3'-7%" 3'-4%" + h> x 's 3'-9'#* 6" 30"x24" FIXED B a" 6" CHLORINE CONTACT DRAINABLE D-5 `D _ BASIN STAIRS _o D D 1. LOUVER D 13 TOP OF OPNG O I 6 6 @ EL 19.50 102 ®15.46 ® 101 101 - - 00 15.460 -------------------- p F.EXT-1 ! t iF"40 o VF ®15.50 EQPT PAD 1 ` : 15.50® o 11.00®' 7iffli ENCASE TYPE A2 -6/ 1-0 _� / PJF 10 -OA -SST SEE IN CONC, FULL HGT S26®11.50 QT -1 SEE _ ---- 1 --------- S FD RIM _ B-4 I D- EL 15.40 0 3 30"x24" FIXED , D-4 DRAINABLE LOUVER A ,LADDER OVER WALL I -cv TOP OF OPNG ASL I -BEAM GRIT ~ SEEPETAIL @ EL 19.50 6"X4.039 18 6 6 S50 GS -2 LASS I F I ER O EQUIPMENT 1 PMENT I t B-4 I --------- ROOM • --- - - - - TYPE GS -1 % „ PJF D-101 CD u ------- Ty E TYPE GS -3 ► 6,_9„ t 6,, ' 4 DIA EQPT PADS FOR TTM WEEP HOLE' SADDLES OF FUEL o C, ®15.50 STORAGE TANK SEE _o ;! - -� ®11.50 S25 TYPE A S26 15.38 ALUM _N GRATING _I ®15.50 �N 15.46 1 EQPT PAD MCC/CONTROL ROOM c" -1 7zD TYPE F D-103 �D 103 SEE nS26 6 3'-2" F.EXT-1 W il �N 1ENGINE GENERATOR ROOM D (9 15.50 -cv) 104 F. EXT -1 D-10.4 EQU I PMENT � O105" x 118" DISCHARGE PAD TYPE D cv I LOUVER (TYPE DB) SEE S26 T r TOP OF OPNG EL 25.69 EQITtF'MENT f PAD TYPE F SEE S26 t O O AI AN/ AT r7i 1S 4q t) w CDy 00 OD f' 0 I \ M A -' z ® x LL LU D-4 O KORBUS 16345 0 �`" MILLER w o FVD W U) bo ACOUSTICAL PANEL, 0 PETERSONJNO. DATE FOR EXT APPLICATION PROVNAMING, E ALUMINUM FACING M AAND 0 I STAINLESS ST L M NOTES: 1. 14'-0" DIMENSION SHOWN BASED ON 36" WIDE DOORS. IF DOORS ARE REQ'D TO BE LARGER DUE TO SIZE OF PUMP, INCREASE WIDTH OF WET WELL. 2. FOR CORNER REINFORCING SEE S 20'-0" . • I I L ---- FOR BEAM DET AI L SEE O D-7 I 2 3 ■ 4 b EXST DIGESTER WALL 6T @ 11,1 _ 5'-6" 7R 0 6 8..:4._0.. + 2 ItPJF 16.00 G AL RAIL W /POST 15.42 - - - - CONC STAIR( F 1 i ANCHORAGE TYPE "A" DISI D �_ - o _,� 21,_6„ ' --'' = 4'-2'•, -ct SEE (qAND(q (TYP) O 3'-8" 40'_0„ 16.00 1 ,A<> ? ®11.50 ®11. PAD FOR STORAGE GUARDRAIL TANK , SEE 2 1' 28,_0„ 1,_0„ 9,_0„ ® 1,_0„ D 13 - Q GUARD POST EXTERIOR O I '-0_03SEE 811 3'-7%" 3'-4%" + h> x 's 3'-9'#* 6" 30"x24" FIXED B a" 6" CHLORINE CONTACT DRAINABLE D-5 `D _ BASIN STAIRS _o D D 1. LOUVER D 13 TOP OF OPNG O I 6 6 @ EL 19.50 102 ®15.46 ® 101 101 - - 00 15.460 -------------------- p F.EXT-1 ! t iF"40 o VF ®15.50 EQPT PAD 1 ` : 15.50® o 11.00®' 7iffli ENCASE TYPE A2 -6/ 1-0 _� / PJF 10 -OA -SST SEE IN CONC, FULL HGT S26®11.50 QT -1 SEE _ ---- 1 --------- S FD RIM _ B-4 I D- EL 15.40 0 3 30"x24" FIXED , D-4 DRAINABLE LOUVER A ,LADDER OVER WALL I -cv TOP OF OPNG ASL I -BEAM GRIT ~ SEEPETAIL @ EL 19.50 6"X4.039 18 6 6 S50 GS -2 LASS I F I ER O EQUIPMENT 1 PMENT I t B-4 I --------- ROOM • --- - - - - TYPE GS -1 % „ PJF D-101 CD u ------- Ty E TYPE GS -3 ► 6,_9„ t 6,, ' 4 DIA EQPT PADS FOR TTM WEEP HOLE' SADDLES OF FUEL o C, ®15.50 STORAGE TANK SEE _o ;! - -� ®11.50 S25 TYPE A S26 15.38 ALUM _N GRATING _I ®15.50 �N 15.46 1 EQPT PAD MCC/CONTROL ROOM c" -1 7zD TYPE F D-103 �D 103 SEE nS26 6 3'-2" F.EXT-1 W il �N 1ENGINE GENERATOR ROOM D (9 15.50 -cv) 104 F. EXT -1 D-10.4 EQU I PMENT � O105" x 118" DISCHARGE PAD TYPE D cv I LOUVER (TYPE DB) SEE S26 T r TOP OF OPNG EL 25.69 EQITtF'MENT f PAD TYPE F SEE S26 t O O AI AN/ AT r7i 1S 4q t) w CDy j14 to _ 1'_0 it OD f' \ -' z ® x LL IA WE HOLE 8' HIG} a CONC WALL KORBUS 16345 0 �`" MILLER Ns1E AL ♦ FVD ARAGON -30"x72" ACOUSTICAL PANEL, PETERSONJNO. DATE 12,-o„* 0 'L, OD f' t" 611W x 6"H CONC CURB }, H I GHQ J65 Y TANK AD „TPDOWNSPOUT & PRECAST' CONCRETE SPLASHBLOCK, TYP UP 3'-9' _ at FD RIM I I EL 15.40 _ I I . �� 11.50`0 D 03 EQPT PAD TYPE B `D SEE M S26 4'-10„ 3,-012 ,' C o 6 "x 2 FIXED „y Jr .. !12" PJF (TYP) D AINABLEE- --- LOUVER TOP OF OPNG EL 24.50 ,--180" x 96" INTAKE LOUVER (TYPE DB) TOP OF OPNG EL 23.83 D 11.81 P IPE GALLERY D-105 PAD FOR CARBON TOWER, SEE SH D-12 24'-0" 1'-0" 14,_0" 22,-0" D-5 REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF PORT TOWNSEND SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 r, WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION BY APVD CCH2M HILL SCALES ACCORDINGLY. R mm IN D-13 x� A HEADWORKS STRUCTURAL GROUND FLOOR PLAN SHEET D-2 DWG 51 OF 158 DATE NOV 1991 PROD SEA22388.RD NO, A B C D � OD f' l co +-2-4- LL IA WE HOLE 8' HIG} a CONC WALL 1 C D-6 -30"x72" ACOUSTICAL PANEL, TYP. FOR EXT APPLICATION PROVNAMING, E ALUMINUM FACING M AAND STAINLESS ST L BRACKETS AND FASTENERS, o AND FIBERGLASS CLOTH WRAF AS RECOMMENED BY MAN FACTURER. COLOR m AS S LECT ED. HEADWORKS STRUCTURAL GROUND FLOOR PLAN SHEET D-2 DWG 51 OF 158 DATE NOV 1991 PROD SEA22388.RD NO, A B C D Z O Q U_ LL _ H Z W 0 J W O W O LL I"1 Arr-. 11 -._ 11 -n 1 C ill rA / A A At-.Clr A nh700 If-\ Inn Y'\l 1 / �O 1 2 4 . PLASTIC LINING LIMIT OF PLASTIC ON FLOOR, LINING ON FLOOR `� �, WALL, & CEILING (t- - 4% 40'-0 9 -0 "' E-1) FT QAN CHRD PLATE _ 10._0 �� F -> ti r I SUPPORT iv N O- SCUPPER TYPE C PLAS IC LINING �` l ON W LL & CEILING j' AL CHKD �W ,� � BEAM �' 6 (TYP) 7 -0 12 -0 PL COVER D -5 1' -1 "DlA OP I - M-1.4 I N BEAM SEE S46 (Ta VERIFY W /E PT ONC WALKWAY � 142 _ MFR I �' 35.50 CHANNEL BM \ � ' � A 3 - -- --- - - - - -- PIPE W/6 , HIGH 31.42CONC CURB � 26.8 6. 0 � cv FLU I D -APPL I E N s YP OF 2) 5,_0 „R PIEDEST R I AN 20.3 _ CO G, DECK 2 .5 LA BELOW D_4 D -4 , 30 2' -6 "R* DETA l L 5 J CONC WALL Z= CHRD PL SUPPORT " SST WEDGE ANCHORS PL 318x3x3" ALUMINUM i'_Q N I I co I CU T 1'PE C ' , „ ' I 32.00 �f, t m I i l l S26 IMILAR o I ',',' 27:3 '1 -6 2 0 '' 6"x4.039 AL BM, TYP OF 4 I I I I I I I 5.50 - -- SEE FOR CONNECTION SEE 12" WALL I I j, O I I 1 -6 I _ CHECKERED PL SUPPORT I BELOW I °0 I I EQPT PAD ?' -� "- �-- i c� TYP AT 5 PLACES I I i I TYPE A S26 j - 3'-0 4 0 AT STOP GATES I I I 1' -0" I SEE SEE NOTES 1 AND 2 I I 1 `5 2' -0" 7 - #5 C 12" - - -- --- I---------- - - - - -- -� EOP I I f f TYP S26 35.50 I I OPNG FOR I I I I I 1 4 #5 C5 6" I N HVAC 6.50 I = f VERT SPACID�IG Z I I i N I �� 11 SEE I . I SEE S6 I D c� 1Q I (TYP i o0 1 NOT ® i co 31.92 I I D 31.92 ® 0 /\ \ \ I PLASTIC LINING O uj J I I 146 I I _ I I �.� o ON FLOOR, WALL J I io Q 31.92 _N 8 CEILING '� L- - - - - --� - - - -- --I I - - -- - -- SLOPE = A rn I I 1 �--- - - - --I � 32.00 ® f D -4 � -�� - - - -- - -�_ � � � o ... I 14 -2 7 7 I I I � I I t 20.30 1 I I I I I I I 6 "x2' M -0 ® LIMIT OF I \ 20,0 WA L I I WALL PLASTIC OPNGS BELOW E I 4 rE� LINING I I BELOW. I I I D I D_6 ON FLOOR I \ BOT PIPE /61 HIGH - i o I OF OP 'cp - CORBEL FOR I I I W CONC I C+B I I o _N 1 EL 30.8 3 SLUICE GATE I 12" WALL I I i 7. ® M o 1135.50 �0 BELOW I I J BELO E -6 U) I^ I PIPE i I 1 (TYP OF 2) ® 2'_6„ ® -0 _ I I 22.00 4 �— I I I DO I I I (T ) (TYP) I _ o; C - M I N D -6 I I I I TYPE C 1 1 25. 0 o GG 4 � o D-6 9' 0" I I I I AL CHKD' I _ (T Y) GG -1 V PLASTIC LINING I I i I PL CO E�?S 1 I (TYP) ON W ALL E/G 1 SEE ( YI ) 1 I .. 1 & CEILING I I I EXHAUS I I S46 r r I - 31.25 I 114'-9 PIPE I I I i ' I WEIR 5.50 PLASTIC LINING ON WALL PART I AL PLAN i I 6 I i& DET A I LI I j �`�`�`� (T P) I o co I I D -1 I I I :';�'�'��.'� , PIPE �q AT EL 24.00 I I I _ 31.421 I I I L o_ I 35.50 I 3/ , _ 11-0„ L ------- -I 1- - -- - - --� I- - - - --� L- I — — — c' M WALL BELOW A D -4 4 - #5 @6" VERT SPACING LAP 2 " -6" 2 - 95 @ 12" -- - ^ 2 -ADDL #5 FOR 6 - 95 SCUPPER -- - - - - � - - - ----- - - - - -- - - - - SEE D o COMBINED 3 U- 2, -0„ EQL SP � >. (TYP) 150 - , 1 SPACING _� I� LAP (TYP OF 2) - -- - - -- - - - - -- - ®25.73 -- - -- - - - - - - - - -- ®32.00_ 5 _ #5 • EQL SP PROVIDE THROUGH ROUT � PROVIDE 4-93 Q • STIRRUPS Q (TYP) FOR DOWN SPOUT AROUND STOP HANDRAIL 17 T C 11" = 15' -7" 6' -o" 10 T @ 11" = 9' -2" 6' -7" LAB REINF EACH SIDE OF 18 R 0 6.83" ± = 10' -2 % l l R Coy 6.83" = 6' -3%8' ,: z O U LL NE w 0 J > O J O LL DATE: 11 -11 -91 F 1 LEN,V E: SEA22388 /D- 4. DLV SEE 142 5% " RICHMOND TYPE L THREADED INSERT @ 2,_p„ OC W / 1 /2 "x 1' -81' THREADED BOLT EL 30.75 RUSTICATION SEE 141 EL VARIES 1I -p„ CJ @ EL 29.69 DETAIL � 2 3 EL 35.50 #4 @12" IN 6" WALL I I I i I EL 31.92 i I I 1 CJ EL 29.69 RUSTICATION SEE 141 #5@12" FLUID APPLIED PEDESTRIAN DECK COATING ROOF SLAB #4@12" SLOPES SEE T & B WARP DWG D -3 AS REQD FOR ROOF SLOPE ro? . s s s s s B -3 BOT OF SLAB HOR I Z EL 30.75 SPRAY -ON INSULATION - - BOT OF BM EL 29.75 7 GRIT CLASSIFIER ROOM D -101 SEE NOTE 2 — FOR COL RE I NF THIS DWG SEE DETAILQ CONC SIDEWALK D -5 & CURB EL 15.46 ALUMINUM • , .-" " -- GRATING 46@12" HOOK SLOPE S I DEW AL o BOT BAR W /O. F. EL 15.50 (NOM) ro DOORS - -- OF wWALL EL 14.88 -r ``~` _ 611x4.03# AL GS -2 GRATING @12 #5 @12' SUPPORT STRUCTURAL . 2,_p,�x2,_p„ , SEEQ FILL BEAM • • . . • #5 @12 ", EF AT CENTER OF WALLF #5@12", •• '' #5 #5 @12" • EL 11.00 • • • • EW ,EF. k EF W /MATCHING DOWELS • ' . EL 10.100 (NOM) � . PLASTIC LINING <; cl,iR #5 @ 12 ON WALLS ' & W /MATCH G -CE IL °I NG.�- `SEE SPECS: f o ' OWE 21-0$' M1 #5 ice" , EW ,EF -45 �,12,� ' • W /MATCHING .,b��-- PLASTIC DOWELS !III^ • LINING PLASTIC PLASTIC STRUCTURAL i LINING #5012" EW T &8 FILL, (TYP) • � 1 EL 5.00 #5@12" • W /MATCHING • DOWELS CONC F ILL NOTES: # . q� 5 @6 FILLET I I CONC FILL I. * ELEVATIONS TO BE VERIFIED BY ' ' II•JI ° PLASTIC EQUIPMENT MANUFACTURER PRIOR v PLAST l Ij• �I N EL 1.00 LINING #5 @6" -Q TO PLACING CONCRETE. ' LINING • cowl�po 2. PROVIDE 2 ADD'L BARS EF ABOVE • EL 0.00 ALL CJ, EQL SP AND OF THE SAME IL -1 r!14 S /ZE AS THE WALL HORIZ BARS SHOWN, UNLESS OTHERWISE NOTED, TYP. 3-. PLACE NON - SHRINK GROUT PYOPI) 51 -011 EQPT PAD 1f- p 1 TO ELEVAT ION 25.80* . SECT ION 1 1111 IIII TYPE A A 81) 11 I (_ #6@12", SEE S26 (TYP) 3/7, _ 1,70, D- 1,D-2,D-3 EW,T &B SEE D -5 O ,Q 16345 p ST6�� Ss�ONAL 12" STRUCTURAL FILL (TYP) DSGN L. KORBUS DR D. MILLER �. CHK L. ARAGON APVD D. PETERSON FNO.i DATE r UU I I NCU tit Y UNU 2/ 1€ r4r, _ 1 15/ (TYP) %j 'i VF Gr REUSE OF DOCUMENTS ' THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR— BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF PORT TOWNSEND SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 v WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON REVISION 1 BY 1APVDI ®CH2M HILL SCALES ACCORDINGLY. CONCRETE 2 -5/" SST BOLTS WALL GS -2 GRATING SUPPORT 6 "x4.03# AL BM TYP EA END OF BEAM L 6x3 1/2x5/16x 11" LGLI EA SIDE OF WEB TYP 1%" SLOTTED HOLES ONE END OF BEAM, AL 2 -%" SST WEDGE ANCHORS EA ANGLE (TYPICAL) DETAIL 2 3/ fix 1,_p„ HEADWORKS BUILDING STRUCTURAL SECTION CONCRETE WALL A SHEET D -4 DWG 53 OF 158 DATE NOV 1991 NO. SEA22388.RD e NO . ;l" . IQ . . SHOWN, UNLESS OTHERWISE NOTED, TYP. 3-. PLACE NON - SHRINK GROUT PYOPI) 51 -011 EQPT PAD 1f- p 1 TO ELEVAT ION 25.80* . SECT ION 1 1111 IIII TYPE A A 81) 11 I (_ #6@12", SEE S26 (TYP) 3/7, _ 1,70, D- 1,D-2,D-3 EW,T &B SEE D -5 O ,Q 16345 p ST6�� Ss�ONAL 12" STRUCTURAL FILL (TYP) DSGN L. KORBUS DR D. MILLER �. CHK L. ARAGON APVD D. PETERSON FNO.i DATE r UU I I NCU tit Y UNU 2/ 1€ r4r, _ 1 15/ (TYP) %j 'i VF Gr REUSE OF DOCUMENTS ' THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR— BAR IS ONE INCH ON PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF PORT TOWNSEND SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 v WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON REVISION 1 BY 1APVDI ®CH2M HILL SCALES ACCORDINGLY. CONCRETE 2 -5/" SST BOLTS WALL GS -2 GRATING SUPPORT 6 "x4.03# AL BM TYP EA END OF BEAM L 6x3 1/2x5/16x 11" LGLI EA SIDE OF WEB TYP 1%" SLOTTED HOLES ONE END OF BEAM, AL 2 -%" SST WEDGE ANCHORS EA ANGLE (TYPICAL) DETAIL 2 3/ fix 1,_p„ HEADWORKS BUILDING STRUCTURAL SECTION CONCRETE WALL A SHEET D -4 DWG 53 OF 158 DATE NOV 1991 NO. SEA22388.RD e NO . ;l" I I z O a U z w 0 a o cr -n' w 0 w O LL DATE: 11 -11 -91 F I LENAME:SEA22388/D-5.DLV I 2 I s a I s I 6 RAILING (TYP) CHKD PL COVER EL 35.50 GRIT CHAMBER (TYPICAL) A ' AL RAILING PLASTIC LINING ON 2 - #6 T &B, EXTEND 2' -0" CORBEL FOR WALL, FLOOR, & CANTILEVER BEYOND OPNG EA END SLUICE GATE CEILING. SEE SPECS &PLAN WALKWAY BEYOND PLASTIC LINING ON W / #3 STIRRUPS @ 6' -0" OC WALL, FLOOR, & CEILING. (TYPICAL 2 LOCATIONS) lO SIM EL 31.92 SEE SPECS &PLAN E -6 CONC STAIRWAY • ---------------- - - - - -- 45 NOSING BAR - - -- - - - - -- — GROUT FILL UNDER --- - - - - -- ��__L� _83 2 -#8 CONT I AND AROUND 95@12 GG -4 W 1900 HOOK • EW ,EF INTO WALL & I PARSHALL FLUME 1' -3" WALL #5 @ 12 11 11" OC @LANDING #5@12" EW ,EF — , .,. __ .,. , GG -1 1 45@12" w...•.,�-. I EL 25.50 LINING PLAST lC T &B 5 - 45 EQL SPCD ��r- ON WALLS TOP OF WEIR PL EL 25.75 5@1 • „ (TYP) #5012" EL 25.50, SEE g. .... . ,, S51 S I M EL 286& I Z�. o EW ,EF EL 26.50 v(-EL 26.25 TOP OF WEIR WALL _,.. . . .. . EL 23.69 -7 #5 @ 12 12" SO CONC POST, SEE • BOTT OF SLAB # „ EL 24.75 ...... -` T_�. EF,EW *--a5@12" 'Nn _ • 5012 I I D-3 - FOR REIN EL 25.69 1' -0 , 9' -0 1 T& B 3' -0 ll 95 @ 12" ,'�I SEE c�L EL 22.00 B Q OPENING R S6 12" WALL_i� D -4 REINFORCING BEYOND • 3 - 95 T& B W1 o ' #5@ 12" EW, EF (TYP) 90° BEND #5@1211 BOT GUARD POST EQUIPMENT ROOM • • EA END INTO • SEE 12" WALL #5@12", EW S42 D -102 • TOP OF SLAB VARIES � " PJF (TYP) �Z • • PIPE GALLERY WALL OPNG co EL 15.50 (NOM) • . . . 1.1 . . . . . . . . . . • D -105 FOR RE I NF • 11 WZ 45@12" EW, .. 5 @ 1" EW, EF (TYP) EF (TYP) F • SECTION D-7 3„ _ 1' -0„ / .. , CTRD • • STRUCTURAL FILL (TYP) • • 2 PJF (TYP) �j 5' -0" STRUCTURAL FILL .. .. .. '.' / / (TYP ALL AROUND • j \ \\ STRUCTURE) • • • • • • EL 10.00 -------------------------------------------- - - - - -- EL 10.00 EL 10.00 GRANULAR FILL • 12" STRUCTURAL (TYP ALL AROUND • FILL, TYPICAL STRUCTURE) C SEE GENERAL NOTE 4, SH B -4 95 @12" EW, FTG BEYOND + IIII -III1 CONC WALL T &B (TYP) III_ 6 —IIII 2' -0" SECTION B o 0 0 o ° 3/„ _ 1, -0„ p_1�p_2�p_3�p_4 0° < _o 0 0 D o. o o ° o 0 CONC FILLET 0 O D � 0° 2' -0" !12" EXP ANCHOR o O. 'o CONC ENCASEMENT CONC ° o % " EXP ANCHOR W/1'-6" THREAD _ 0 ° Oo �� r -0,I OC, WALL W /THREAD BAR o D a @ 2' -0" OC, TYP TYPICAL o .O 0 0 0 #4 @12" EW o 93 @9" TIES, SPACE @ 6" OC o , Q TOP & BOTTOM 5 BARS 0 ° . 0 0 o V d o 0 4" MIN COVER 6 48 EXTEND 3, -0" INTO WALL ABOVE & BELOW OPNG ° .° o ° o o . ° a 0 P I PE o 1> a 0 0 ° o ° O o. PLAN DETAIL 3 D 1 =1,_o„ D -4 DETAIL DETAIL 5 31 1' -0„ D -1 / 70„ D -1, p_2 5 . � tii q was ,�'= z c® xa DsGN L. KORBUS REUSE OF DOCUMENTS SHEET D -5 16345 p DR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF FORT TO WNSEND H E A� WO R K S DWG o PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 54 OF 1rj8 C/ ST E1 FF`rs'/ E�V\ �. CHK D. MILLER SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 r' WASTEWATER TREATMENT PLANT STRUCTURAL. I URAL. NOT oNAI L. ARAGON BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON DATE NOV 1991 WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON i SECTION APVD D. PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. Np SEA22388.RD Noel sH-2I NK CIR6dr .. � �t� , � _ t. 0 Inlet.­ Ramp. (Ref.). I PKW De ' PouGe-r " Fcx Cq RW i S�' ^��• Steel Baffle (Ref.) i i 2& 24,-50 � I � I I • S� 32.00, i l FL RV or— 4rz00T- I sr-I r'I Wiry r�.lknnP I I 2(.So To 2g.0 i — r r' Y -I- 39 11 253 11 16 DF(!41 X-1,111: 0 t � '.7 DATE: 11--11 -91 FILENAv1E:SEA22388 /D -6.DLV w I- 0 J Z w OU 0105 Q U LL H Z w O D -4 -�� I I l I I I I 1 I EL 31.92 EL VARIES I I I CJ EL 29.69 _ EL 27.69 EL 25.69 FOR WALL REINF SEE D -4 LOUVER OPENING EL 15.46 -� SIDEWALK & CURB EL 15.86 EL 15.50 FLUID APPLIED PEDESTRIAN DECK COATING ROOF SLAB EL VAR I ES SEE DWG D -3 B -1 --- BOT OF SLAB HORIZ EL 30.75 (TYP) ROOF SLAB REINF SEE O D -4 " 7BEAMS BOT OF HOPI Z EL 29.7SPRAY -I NSULAT ENG INE GENERATOR ROOM EQPT PAD TYPE D S E E n _ D -104 M � a 5 s FOR TYP SLAB CHKD PL COVER REINF SEE (TYP) WALL OPNG 21-0" 6 EL 31.92 BEYOND I EL 31.92 - � EL 32.00 I GRIT CHAMBER --------------- - - - - -J BEYOND EL ' ' 95@12" 41-2-97 30.83 __ � .. EF EL 29.69 #5@12" W /STD 90° 96 @12" EF BEND INTO CE, F � SOUTH WALL- #6@12' _ .. 12" SID CONIC POST SEE EF PLASTIC GG 4 D -3 EL 27.69 LINING . . ON WALLS (TYP) TOP O WEIR EL 25.50 CJ AT EL 25.69 95@12' (TYP) 1, -0„ WEIR ALL EL 25.00 SEE S51 EL 23.69 11_011 3, -0„ 4' -O„ 4' -O„ 1 _OI' • EL 22.00 • EL 21.69 .. 2 47 W ST D " 90° BEND INTO L 0 --- C2-47 o #5012 I _77, W /STD 900 I SOUTH WAL EL 19.30 BEND INTO #6012" I ---- - - - - -- - -_ EN ►n l c I ------- - - - - -- I SEE $ECT�IOIVy A L I V L", v v ^ SLAB REINF L�v 1D � SEE A LOUVER OPENING Cl) Q FOR WALL j D -4 REINFQ I EL 15.83 SEE B I D -5 I PIPE GALLERY 1 EL 11.81 D-105] I I IF i FOR W ALL I A _ 1/_ " Q lC /TV U I I SCREEN WALL, FOR I I I EL 15.50 REINF SEE D -7 ACOUSTICAL I I PANELS, TYP EL 11.50 I I LL i /.UU D -4 STRUCTURAL F ILL i 111111111111= SECT ION rC_�� FOOTING BEYOND FOR REINF SEE (--�p. #5012 EF,EW #5012" u 0 LOUV ER 2 - #7 LOUVER OPENING - #7012" W /STD 90° BEND INTO WALLS FOR SLAB RE I NF -1111 SEE F PLASTIC LINING (TYP) D -7 SEE SPECS & PLAN FOR RE I NF EL 32.00 2 - #7 CON T SEE Q EL 31.92 o N EF� #6012 45061'x` . . EL EL .. 27.30 27.30 .. EL 26:25 #6 06 EL 24.75 � • #5012 s .. u LOUVER . . OPENING Af ���•!. b. C1 qZ - SECTION E % 1,_0,1 D_3 s EL 35.50 #4012 #5012 u #4012 T &B 2 - 97 EXTEND 3' -0" INTO WALL #6012 #5012 #5012 #5012 u 2 - 97 EXTEND 3' -0" INTO WALL EL 21.00 3 c Ei LT EL 10.00 _N ° 12" MINIMUM STRUCTURAL FILL _ (TYPICAL) 2 - #7 EXTEND 3' -0" D_3 INTO WALL PLASTIC LINING -✓ -- a-- ----- - -- SEE SPECS & PLAN #5012" #4012" _.____.. . Ej 2' EL 31.92 -_..rt , -. -, ---,,. , ,_EL 32.00 45012" #6012 EW,EF • i � � .� " ' EF,EW ' � r FOR TYP SLAB- -REINF #6012 „ SEE LAP W / #5 • #506" WALL REINF EL., ELF_. _ a_., PARSHALL 95012" .. .. 27.3 27.30 . °� FLUME EW,EF .. 41 GRZS T e.l, #5012 � FILL • EL 25.50 #5@611 EL 24.75 : __.._. • #5012" L 5012" C qq #5012" ' 2 - 47 W /STD. _ 90° BEND INTO #g06�� FOR TYP WALL REINF 0 DOORWAY END WALL _ SEE A „ 0 D -4 i 111111111111= SECT ION rC_�� FOOTING BEYOND FOR REINF SEE (--�p. #5012 EF,EW #5012" u 0 LOUV ER 2 - #7 LOUVER OPENING - #7012" W /STD 90° BEND INTO WALLS FOR SLAB RE I NF -1111 SEE F PLASTIC LINING (TYP) D -7 SEE SPECS & PLAN FOR RE I NF EL 32.00 2 - #7 CON T SEE Q EL 31.92 o N EF� #6012 45061'x` . . EL EL .. 27.30 27.30 .. EL 26:25 #6 06 EL 24.75 � • #5012 s .. u LOUVER . . OPENING Af ���•!. b. C1 qZ - SECTION E % 1,_0,1 D_3 s EL 35.50 #4012 #5012 u #4012 T &B 2 - 97 EXTEND 3' -0" INTO WALL #6012 #5012 #5012 #5012 u 2 - 97 EXTEND 3' -0" INTO WALL EL 21.00 3 c DOOR OPNG EL 23.69 _N SECTION w 3/ l,_ 1._0., D_3 i 111111111111= SECT ION rC_�� FOOTING BEYOND FOR REINF SEE (--�p. #5012 EF,EW #5012" u 0 LOUV ER 2 - #7 LOUVER OPENING - #7012" W /STD 90° BEND INTO WALLS FOR SLAB RE I NF -1111 SEE F PLASTIC LINING (TYP) D -7 SEE SPECS & PLAN FOR RE I NF EL 32.00 2 - #7 CON T SEE Q EL 31.92 o N EF� #6012 45061'x` . . EL EL .. 27.30 27.30 .. EL 26:25 #6 06 EL 24.75 � • #5012 s .. u LOUVER . . OPENING Af ���•!. b. C1 qZ - SECTION E % 1,_0,1 D_3 s EL 35.50 #4012 #5012 u #4012 T &B 2 - 97 EXTEND 3' -0" INTO WALL #6012 #5012 #5012 #5012 u 2 - 97 EXTEND 3' -0" INTO WALL EL 21.00 3 c c U_ LL Z W 0 DATE: 11 -11 -91 F 1 LEN V E: SEA22388 /D -7. DLV LAP AT MIDPOINT OF BEAM - -� SIDEWALK DOOR ---, rr•Q•j ELEVATION B -1 /I A , =0 ELEVAT ION B -4 �� �� =- Ili, �� • 1I 6 EL -15.00 Cs z 2 r- 11501211 EL 'VARIES • Ilfi =1111 #4 @12" #6@611 SIDEWALK DOOR C -U.. 43 STIRRUPS (TYP) EL 15.00 LADDER NOT SHOW N r, #5012" EW, Z g a CT RD 6" WS �12 " PJF 3 ELEVAT ION B -2 BEAM DETA %" =1' -0 6„ EL 14.50 • #5012" EW, CTRD Ilia /LS 4 D-2, D -3 811 EL 19.50 LAP AT MIDPOINT OF BEAM ELEVATION B -3 NOTE: SLAB RE I NF IN SECTIONS NOT SHOWN FOR CLARITY. 45 @12'x' EW, CT RD '-- 8„ EL 19:-50 C "l #5 @ 12" 2_ 95 2 - #5 W /STD 900 HOOK 6 2 - #5x 13, -6„ #3 STIRRUP • . SPACING • BAR IS ONE INCH ON ORIGINAL DRAWING. 0 ill IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. N AS SHOWN Lu N IN ELEVATION 2 - #7x 12' -0" REVISION Q „ 4 - #7 W /STD 2 - #6 SPACER BAR 1 -6 SECTION �A SIDEWALK 2 - 45 W /STD 900 HOOK DOOR ao Z #3 U -BAR • SAME SPACING 2 - #5x 13' -6" AS STIRRUPS # 4 STIRRUPS, SEE 93 STIRRUP :- EL 29.75 • • ELEVATION FOR SPACING 900 HOOK AS SHOWN ��_3,� 3 - #8 SECTION B -1 & B -3 A Lu Q1 - #7 2 - #8 co Z # 4 STIRRUPS, SEE �- EL 29.75 ELEVAT ION FOR SPACING 3 - 96 SECT ION B -2 2_ 95 2 - #5 W /STD 900 HOOK 2 - #5x 13, -6„ #3 STIRRUP • . SPACING • BAR IS ONE INCH ON ORIGINAL DRAWING. 0 ill IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. N AS SHOWN ARAGON EVD N IN ELEVATION 2 - #7x 12' -0" REVISION #8024" „ 4 - #7 W /STD 900 HOOK SPACER BAR 1 -6 SECTION �A SIDEWALK 2 - 45 W /STD 900 HOOK DOOR 2- #5x8' -6” #3 U -BAR • SAME SPACING 2 - #5x 13' -6" AS STIRRUPS 93 STIRRUP SPACING 1._6., 4 - #7 W /STD 900 HOOK AS SHOWN IN ELEVATION SECTION B col�llco 11111111 =1111 11111' ii -1111 SECT ION F 318 „= V -0 D-1, D -2 ° 44 @12" #6 @12" =Dii-l(I 1111^ 12" STRUCTURAL FILL (TYPICAL) ® W�� `PETERSON KORBUS REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCOR -- PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. CCH2M HILL . CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON H E AD WO R K S BUILDING STRUCTURAL SECTIONS AND BEAM DETAILS BAR IS ONE INCH ON ORIGINAL DRAWING. 0 ill IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. LAZAR O ARAGON EVD N0. DATE REVISION BY APVD tl C D SHEET D -7 DWG 158 OF NO. 56 � DATE NOV 1991 /XtV NO J SEA22388.RD nnTG� 11 -11 -Q1 CII Cf�l nAAC•CCn'�'�'ZQO /n_szn nl \/ ■ NI N t I 2 1 3 4 ■ 10- OA -GLDI (tEL 11.00 8 -D -D I (M 3) M601 (tEL 11.00 FOR CONT SEE B -6 INFLUENT —�•. 10 -OA -SST PUMP (TYP) 60 (TYP) ENCASE IN P -211 CONCRETE M601 3" PVC CONDUIT FOR SAMPLE LINE— EXTERIOR SPRING I _ J LEVER AND WEIGHT S7 (SLL PIPE) �IE 1.50 1_4 * -- - — — — - - ROTATEDUP 3 -D -DI 60 _ oVk�kll - -- - - - (TYP OF 2) I► r r - -- - - -- � — r— LL GL . I � ° — �3 L24 -RS -DI J CD F2 4-PD- FOR CONT SEE B -6 — — — — ) — - -c + o - 4 -PD- o v Z 6LD v� D -11 _ -' P -213 L 210LSH 705 210 AE MOUNT AT 240 EL 14.00 � LE 210 710 - LIT 210 702 - FD -2 1 112 " -CS5 -PVC Lo�l TIE S7 TO WALL WITH 4 -45 DOWELS M601 S I M M601(TYP) 4 -PD -PP ` 1% SLOPE 1 FOR CONT I SEE B -6 w w . C"HILL 0 CHK J. R. MILLER APVD D. PETERSON �� • U LL w 0 Q J D O LL nnTG� 11 -11 -Q1 CII Cf�l nAAC•CCn'�'�'ZQO /n_szn nl \/ ■ NI N t I 2 1 3 4 ■ 10- OA -GLDI (tEL 11.00 8 -D -D I (M 3) M601 (tEL 11.00 FOR CONT SEE B -6 INFLUENT —�•. 10 -OA -SST PUMP (TYP) 60 (TYP) ENCASE IN P -211 CONCRETE M601 3" PVC CONDUIT FOR SAMPLE LINE— EXTERIOR SPRING I _ J LEVER AND WEIGHT S7 (SLL PIPE) �IE 1.50 1_4 * -- - — — — - - ROTATEDUP 3 -D -DI 60 _ oVk�kll - -- - - - (TYP OF 2) I► r r - -- - - -- � — r— LL GL . I � ° — �3 L24 -RS -DI J CD F2 4-PD- FOR CONT SEE B -6 — — — — ) — - -c + o - 4 -PD- o v Z 6LD v� D -11 _ -' P -213 L 210LSH 705 210 AE MOUNT AT 240 EL 14.00 � LE 210 710 - LIT 210 702 - FD -2 1 112 " -CS5 -PVC Lo�l TIE S7 TO WALL WITH 4 -45 DOWELS M601 S I M M601(TYP) 4 -PD -PP ` 1% SLOPE 1 FOR CONT I SEE B -6 w w . C"HILL R. MILLER CHK J. R. MILLER APVD D. PETERSON �� • LOWER LEVEL PLAN 12-RS-DI S7 45° BEND ROTATE DOWN (P EL 13.00 12-RS-DI A 900 BEND D -11 (tEL 13.00 REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND 'DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL JORIGINAL DRAWING. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 r. WASTEWATER TREATMENT PLANT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST BY APVDI ®CH2M HILL I SCALES ACCORDINGLY. HEADWORKS BUILDING SHEET D -8 MECHANICAL DG 57 of 158 DATE NOV 1991 LOWER LEVEL PLAN PR SE A22388.RD 3 c �x 113 mJBJ" Z 0 Q U U- W 0 DATE: 11 -11 -91 F I LENAME :SEA22388 /D- 12.DLV SIDEWALK DOOR, SEE STRUCTURAL LOCATION OF OPENING WITH PUMP MFR PRIOR TO ORDERING DOOR AND CASTING DOOR IN PLACE 6' -0 "X 5' -0" DOUBLE LEAF SIDEWALK DOOR (H -20) 316 SST EYE BOLT FOR SAFETY CHAIN (TYP) A D -11 ELECTRICAL DUCT ION BOX (TYP OF 3) COUPLING W1 2 "x 114 /1 STL SEEP RING. SEAL BOTH SIDES (TYP OF 3, PVC COATED RIGID STEEL PIPE (TYP OF 3) 2 3 I 4 I 6 I 6 ' HYPOCHLOR I T E STORAGE TANK r T -860 SEEQ .f S I T EGAUGE ° 1-011 - INLET '`. �LADD FILL ��+� 3MANH E i GRIT /SCREENINGS STATION t HOPPER T -450 , RELOCATED EXISTINGv 24- SRN -SST 3 -NPW -PVC - _ VEN SAMPLER I M -230 t GRIT WASHER M -450 1 -W2 -COP a 3" PVC CONDUIT I I FOR SAMPLE LINE. 4 -PD -GLDI as 45° (OVERFLOW) LT LE BAND GRADING Mtss i (TYP) SSH -3' . k 860 .860 . i - - - -- - - -- - - -� - oo WITH PIPE INVERT UPPER GUIDE RAIL — — — — — — — — 316 SST BRACKET .: i MsoS AT FLOOR LEVEL I r r .' OUTLET *+ - - - - 2- ALP -STL 10 -OA -8ST 16 I T 3 2 " -V330 T O ROOF. 1 ' W2 -PVC S _ � I �: I ,.. , _ ..,. . ^ "� �- DRAIN AND OVERFLOW ENCASE:, IN 2 -NPW -PVC FOR, ALP SSH -2 CONCRETE 4 -GR =GLDI" IPIPING I GRIT COLLECTOR SUPPORT , _ `.► , (INFLOW) ISEE I 0 1 J soa I LEVEL INDICATOR - - I D -13 : - I FILL CAP 1 GRIT I MANHOLE I— M164 BLOWERS - -- -M _ 8 -441 18-0-A"-SST 2 _ ~ 1- NPW -PVC , I 316 SST WITH PIPE INVERT ,� _ i Ms05 c B -442 AT FLOOR LEVEL -, (DUCTWORK)- -, - ' FV IFOR CAS- - - - - -� I 2 -CS -PVC * -V 407 1�NPW -PVC` I SEE �G ( o+— --�i 450. , _> (DRAIN) 2 � I CS PIPING FOR CONT SEE B -5 �"� GRIT WASHER .r I D -13 p+-- -� I I ' ROOM I 1'` EQUIPMENT ,r ROOM I I I I I I _ r- - S7 c In EP CONDUIT SEAL FLEXIBLE CONNECTORS IN FITTING (TYP I OF 3) 1 1 /2 -CS5 -PVC 1 -NPW -PVC 2 -NPW PVC 13/4 UP. I 11. _._ _ _ _ _ I BOTH FO CONTAINMENT AND F I ` . I I FO PIPE (TYP) M1s5 MOTOR CONTROL ROOM I M50 HYPOCHLOR I T E 1 , FO I N 4 „ FO CONTAINMENT P IPE FEED PUMP FD -4�I 1 -NPW -PVC SIMILAR & 1 112” UP P 861 I I FLEXIBLE � VENT P -862 i IC `` I M180 CONN IN FUEL STORAGE TANK • D -12 VERT SEE S `I• 1 -W2 -COP - -- -- - - -- I -- — 0 0 W1 V 100(TYP) - -'- -13 D 12 -RS -DI 1" FO SUPPLY ENGINE GENERATOR ROOM SH- X18 -OA -SST ♦/ r 1" FO RETURN DIESEL ENGINE (DUCTWORK ♦ // ODOR CONTROL FAN I F -3317 EL 15.00* GENERATOR I M =4XX * COORDINATE DUCT SIZES WITH M - -fi- -F------ —►- - — 3 -PD -PP EQUIPMENT FURNISHED CONTROL PANEL I 10 -OA -SST i 24 -RS -DI 2 -NPW -PV C VIBRATION ISOLATOR _ _ _ _ _ _ _ _ _ _ _ _ _ (DUCTWO ) (TYP OF 4) I 20 -ML -DI (TYP) 43 A ® 12 S -pl f I I D -11 - - - - - " 1" FOS W /V460 20-:?S-DI I I I 18 -OA -SST ® I 1" FOR W/V46@ ---- - --J-- - I (t EL 18.00 24X2 ECC ENGINE EXHAUST PIPE REDUCER i FLEXIBLE CONNECTION TYP) FLEX I BLE CONNECT OR(S) 1E 16.00 SIZE TO SUIT E/G I (TYP) 2' T READ -O -LET AND j I - - - - - - - - - BATTERY RACK I BUS I =ZING WITH 1 " -V300 I I I ACTIVATED CARBON ODOR & 1- -COP PIPED ALONG I I CONTROL SYSTEM. SEE D -12 ON CONC PAD MAX' I I I I T-331 L TO 4 -D OFF I , 4 -PD -PP v� -j I -I - - - - - F OOR j 1% SLOPE � � I 10- RAS -DI i j I I M180 FOR CONT SEE D -8 I. EXHAUST PIPE i SEE© I S7 I D -13 loo INSULATED PRIMARY FUEL OIL TRANSFER INSULATED SECONDARY 4 -PD -PP M180 SILENCER, MOUNT PUMP AND DAY TANK SILENCER WITH 508 1% SLOPE 7,_6" CLEAR OF + + j FLOOR WITH M501 1 "FO IN 4 FO 10- RAS -D 1- .F. -3. o0 CONTAINMENT PROVIDE 196 DOWNWARDS 1 PIPE SEE SLOPE TO SILENCERS 20 -ML -DI 2.E. Soo , (,4,900, 3 SIM PLAN D -13 114,0= 11_011 ® �. DSGN J • R. MILLER REUSE OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCOR- PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. CCH2M HILL CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON BAR IS ONE INCH ON ORIGINAL DRAWING. 0 f' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DR C. BROWN CHK J. R. MILLER APVD D. PETERSON NO. DATE REVISION I BY JAPVDI HEADWORKS BUILDING MECHANICAL GROUND LEVEL PLAN NI N SHEET D -9 DW NOG 58 O F 158 DATE NOV 1991 O. N SEA22388.RD NO. A c ■ I DATE: 11 -11 -91 F ILENAME:SEA22388:D- 13.DLV 1 N SEE M622 L-1 H 2 Y I 4 5 6 „ SG -465 iS�A^C�`t��' W16 HIGH GRIT CHUTE �.� �/e���- - � #��v�° ��� of 4 -CR•° CIGL I CONCRETE CURB SEEM SG -463 SG -464 �� _ r� C'�(J,_c r mC , 18 -OA -SST, DN oS �� 2 -ALP STLa bIr . (TYP OF 2) D -13 G 6047cot^tRt , M622 _ „ HIGH ti CONCRETE * * AIR LIFT c 5 %� ; , ;r; CURB VENT S . F'( M 1 (TYP) 4- GR -GLDI - HOULDERED END COUPLING _ 12- SCR -SST W /REMOVABLE INSULATING NOTE 2 JACKET FOR COUPLING AND { j ° HEAT TRACE DISCONNECT SG -467 AT COUPLING (TYPICAL) D -11 I SG -466 M182 SCREENINGS R I T COLLECTOR PRESS WEDGEW I RE PRESS. NOTE 3 18 -OA -SST I BASKET. NOTE 3 M -420 M -430 (DUCTWORK) j \ PSH 10 -SCR -SST 10 -OA -SST 420 HYDRAULIC � � NOTE 2 (DUCTWORK) — — _I POWER PACK 12 X 10 RDCR } — - - — - — - — - — - - — I MANUAL BAR SCREEN 18" LONG I I ENCLOSURE 18 SIM I 314 -NPW -PVC (TYP) j SEE NOTE 2 I I FIT VALVE & CAP SHALL FV I_ I 460 SEE 701 EXTEND OUTSIDE � FLOOR SLEEVE S INSULATION JACKET 410 '+" MECHANICAL BAR SCREEN, SEE NOTE 1 620 M_ M -410 4' -0" LONG ( 12" PARSHALL FLUME RADIUS ELBOW 1 112 -NPW -PVC M16 • � SEE NOTE 2 FE -460 SG -462 MANUAL BAR SCREEN, SEE O SG -461 INLET BOX, SEE D-1 ® 18 -OA -SST (DUCTWORK) 10 -OA -SST �Dct raoRK��, &o' A ) A 12-RS-DI D -16 24 -RS- D -11 705 4S� - 20 -RS -DI SG 472 CENTER PIPE IN BOX (TYP) 114111— - I— ) SG -474 20-ML-DI 09.0.0 3, 20" SLUI GATE G- 1 E/G EXHAUST SG -473 PIPE. SEE 6 SG -471 RS SPL I T T ER BOX D -13 e V�7 .r 10 -RAS -D / RAS SPLITTER BOX tl - 14, FLG X FLG E WALL WEIR, THIMBLE (TYP) TYP OF 4 S UICE GATE (TYP) 1 1/2— ALP -STL TO GRIT COLLECTOR SECT ION rC"""� 4 4 %LP -STL -STL 97i AT PARS 1 1/9” x 11.4" i/2" OC CV BAR SCREEN DETAIL %11 31411= 1' -0" 30" 2-112"X 3 "LG SST WEDGE ANCHORS L3 fix 2 „x 112„ FLAT BARS it it WALL SUPPORTS TYP 2 PLACES SEE NOTE 1 SECT ION 314 11_0„ 4 22 112" 3/16 FLAT BAR 2 112"X 1 /2 "X W1 A A C L NOTES: G -472 701 (TYP) 1 112 O -� 1. CONTRACTOR TO VERIFY LOCATION OF SCREENINGS PRESS WITH a 20-ML- D MECHANICAL BAR SCREEN MANUFACTURER. - NOTES: P1 / 1. ALL METAL SHALL BE ALUMINUM 2 T OP 1— AN (������ . INSULATE AND HEAT TRACE ALL EXPOSED L 3" x 2" x 112" UNLESS OTHERWISE NOTED. 2. ALL WELDS SHALL BE 3 / 16 FILLET N a Z _ - UNLESS OTHERWISE NOTED. D - o W U 1/4 1 -0' ! 3. HEAT TRACE AND INSULATE SCREENINGS PRESS. 0o� SECT ION N eN R. �, 3/4 1,_o,, _ yP R FVD SHEET - R . MILLE R REUSE OF DOCUMENTS D 10 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS OLNE I H ON CITY OF PORT TOWNSEND HEAD WORKS BUILDING DWG t64z3 o � BROWN PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL MECHANICAL NO. 59 OF 158 ci STEM �SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 V WASTEWATER TREATMENT PLANT ONAL "E�� R , MILLER BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON DATE NOV 1991 > o w WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON UPPER LEVEL PLAN PROJ o � PETERSON NO. DATE REVISION BY APVD OCH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD w I i I i I` i i i i i r i i I i i 1 I I i i i W 0 a z CZ: O J 11J W 0 c r)ATP• 11 -11 -41 Pii ni v I - - - - - - - FIBERGLASS ENCLOSURE BY I� SCREEN MANUFACTURER FABRICATED SCREENINGS DISCHARGE j CHUTE, COORDINATE WITH SCREEN AND PRESS MANUFACTURER 18 -OA -SST (DUCTWORK) I � M411 12- SCR -SST ¢ EL 33.75* 314 -NPW -PVC 6" CURB SIM 18 -OA -SST TO SCREEN FLANGE x PLAIN END EL GLDI (DUCTWORK) 4 - SPRAY NOZZLE � EL * 10 -OA -SST (DUCTWORK) AIR LIFT VENT FLEXIBLE DRAIN HOSE GRIT CHUTE SCREENINGS PRESS 10" SO PVC COATED STEEL INLET BOX OPEN ON TOP. SEAL BOTTOM AND SEE Q M -420 SIDES WATERTIGHT. PROVIDE PVC COATED STEEL BAFFLE PLATE ON TOP D -13 FLANGED II I EL 32.00 (NOM) AS REQUIRED TO ADJUST AIR VOLUME COUPLING ADAPTER t I I � HOPPER SIDE ! I S39 10- SCR -SST j I I I I SIM I I IM600 316 SST HALF COUPLING \ WELDED TO HOPPER 18 -OA -SST I I ITAP FLANGES (LOCATE OPPOSITE FD -2) I �-- GRIT CHUTE I _ _ _ _ IFOR STUD 316 SST NIPPLE \ - j IBOLTS =r- 2 -V307 j \` EL 25.50 j M622 - - - T- = 1 -NPW -PVC HOPPER I FV (DUCTWORK) -• - - -- Fy_��-- -t - - -� BOTTOM I 450 \ FD -2 I , \ j 4 -GR -GLDI GRIT i I' I I I I i G 24 -RS -DI RELOCATED EXISTING HOPPER �T 6" SAMPLER ��rL"y CKMHILL 20 -RS -DI 90° 24" BEND 316 SST EYEBOLT IN 316 SST 10— CONCRETE ANCHOR SAFETY CHAIN & REMOVABLE FOR BEAM SEE STRUCTURAL *-PD ,� a SEED 9 20 90 BEND . �- � FOR CONT ATTACHMENT CLIP LL * r)ATP• 11 -11 -41 Pii ni v I - - - - - - - FIBERGLASS ENCLOSURE BY I� SCREEN MANUFACTURER FABRICATED SCREENINGS DISCHARGE j CHUTE, COORDINATE WITH SCREEN AND PRESS MANUFACTURER 18 -OA -SST (DUCTWORK) I � M411 12- SCR -SST ¢ EL 33.75* 314 -NPW -PVC 6" CURB SIM 18 -OA -SST TO SCREEN FLANGE x PLAIN END EL GLDI (DUCTWORK) 4 - SPRAY NOZZLE � EL * 10 -OA -SST (DUCTWORK) AIR LIFT VENT FLEXIBLE DRAIN HOSE GRIT CHUTE SCREENINGS PRESS 10" SO PVC COATED STEEL INLET BOX OPEN ON TOP. SEAL BOTTOM AND SEE Q M -420 SIDES WATERTIGHT. PROVIDE PVC COATED STEEL BAFFLE PLATE ON TOP D -13 FLANGED II I EL 32.00 (NOM) AS REQUIRED TO ADJUST AIR VOLUME COUPLING ADAPTER t I I � HOPPER SIDE ! I S39 10- SCR -SST j I I I I SIM I I IM600 316 SST HALF COUPLING \ WELDED TO HOPPER 18 -OA -SST I I ITAP FLANGES (LOCATE OPPOSITE FD -2) I �-- GRIT CHUTE I _ _ _ _ IFOR STUD 316 SST NIPPLE \ - j IBOLTS =r- 2 -V307 j \` EL 25.50 j M622 - - - T- = 1 -NPW -PVC HOPPER I FV (DUCTWORK) -• - - -- Fy_��-- -t - - -� BOTTOM I 450 \ FD -2 I , \ j 4 -GR -GLDI GRIT i I' I I I I i G 24 -RS -DI MAX SPEED S7 24 -GS -Dr I TIE TO IE 1.50 — j 12 -RS -D1 WALL W14 #5 EL 2.50 DOWELS (TYP) MIN SPEED M713 (TYPICAL) REDUCER (12" x 10") EL 0.00 INFLUENT PUMP. FOR BY PUMP MFR 1" MIN AB ITEMS SUPPLIED BY S25 THE PUMP MFR, SEE SPECS RELOCATED EXISTING HOPPER �T 6" SAMPLER ��rL"y CKMHILL 20 -RS -DI 90° 24" BEND 316 SST EYEBOLT IN 316 SST CONCRETE ANCHOR SAFETY CHAIN & REMOVABLE FOR BEAM SEE STRUCTURAL *-PD ,� a SEED 9 20 90 BEND . �- � FOR CONT ATTACHMENT CLIP * SEE D -9 18 -OA -SST • SIDEWALK 3" PVC FOR * -PD -GLDI 12 -RS -DI FOR CONT� . (DUCTWORK) DOOR ¢ PUMP SAMPLE LINE �* *-V400 ¢ EL15.00* UPPER GUIDE -' SEE D -9 FOR CONT EL 14.88 (NOM) j RAIL BRACKET I I _� 12 "X 12 "X 1 /2" PL 1 TYPE 1 S26 M622 SECURE WITH!/ " I ., M690 f- 2 - 0 _ S7 A S7 ADHESHIVE ANCHORS I �_ SH D -8) . ELECTRICAL i — — — — — (SEE CONDUIT (TYP) SEE NOTE 11 S .I —� - -- - -� EL 12.00 ELECTRICAL ON D -2 — r� — — — — JUNCTION BOX LONG RADIUS ELBOW �� 2 -3/4 � 12 -RS -DI 15 /x 15/ 316 SST GUIDE THRUST FD -2 SEE D -8 FOR CONT N UNISTRUT CHANNEL RAILS -� TIE RODS VERT &HEAD. SECUURE ��� JB W /SST BOLTS & SAFETY CHAIN 12 -V617 12 -RS -DI 4 -PD -GLDI LOCKWASHERS SIZE ELECTRICAL IE 7.00 M501 12 -V405 TO SUIT CABLE 90° 'BEND LIFTING 4 -PD -GLDI IE 8.00 BAIL S7 1 CY PEA GRAVEL W / 10 MIL L EL 4 50 MAX SPEED S7 24 -GS -Dr I TIE TO IE 1.50 — j 12 -RS -D1 WALL W14 #5 EL 2.50 DOWELS (TYP) MIN SPEED M713 (TYPICAL) REDUCER (12" x 10") EL 0.00 INFLUENT PUMP. FOR BY PUMP MFR 1" MIN AB ITEMS SUPPLIED BY S25 THE PUMP MFR, SEE SPECS POLYETHYLENE SHEET I NG ON SIDES SECTION �� 3/8" = 1' -0" D -8, D -9, D -10 i I I 3 D /AW CKMHILL POLYETHYLENE SHEET I NG ON SIDES SECTION �� 3/8" = 1' -0" D -8, D -9, D -10 i I I 3 D /AW II II II II A n A TC • 11-11-01 1:11 CnI A KAC .CC A')e)0Q0 /n_')n ni \/ INLET N INLET (18" MIN) CONCRETE PAD S26 I 30" MANWAY A ANCHORAGE I ACTIVATED CARBON (TYP) SEE ODOR CONTROL SYSTEM T -331 - - - -- - - - - -- - - -- - - -- - - - - -- �i I �` EXHAUST ° ` DRAIN AND OVERFLOWS 45 i SEE COMPOS I T SECTION SAMPLE / I AND PROBES I O HANDW AY 15° 20° 30° I 25° \ MANOMETER GROUND \ RODS RAIN SHIELD EXHAUST W1 SCREEN — o � o Q 2 -V330 PIPE SUPPORT BY MFR (TYP)— 2-OF-PP 4 -V331 c ■ 0 I in PLAN 3, .._ 1' -o„ 8 10' -0" CARBON BED O O SAMPLES PROBE (TYP) 30" MANWAY FLEXIBLE CONNECTION (P EL 18.00 * -OA -SST (18" MIN) (DUCTWORK) CONCRETE PAD 4 -PD -PP DRAIN 1' x 1' -6" —I SEEQ HANDWAY SEE (TYP) M501 TYP 4 -PD -PP TO 180 COMPOSITE SECTION CARBON ADSORBT ION VESSEL 318 n_ 11_O n 8 I ® fAF GN J. R. MILLER ,. C. BROWN �. K J. R. MILLER D D. PETERSON NO. DATE REVISION ■ ■ q 18 -OA -SST pl (DUCTWORK) 1" NPT DRAIN CONNECTION 1 -V330 1 -PD -PP 2" HD SLOPE AT MAXIMUM AMOUNT (V 1" NONSHR I NK SET VESSEL W F GROUT IS WET C.J. LEAVE ROUGH & CLEA BLOCKOUT FOF FILL W /NONSHI 3" FLANGED D) 6" VEF W/VE�c_ SLAB ON GRAD RE 1 NF NOT SHC... IV 3 -PD -PP P -TRAP (PP) DRAIN DETAIL j�n Nrs D- 12 – FAN SCROLL -- -1" NPT DRAIN 1 -V330 CONNECTION 180 u COMPOSITE SECTION VESSEL PAD i1 L I LLD -DOWN BY VESSEL MFR R SHALL COORDINATE ION & EMBEDIMENT ANCHOR BOLT WITH DR AND VESSEL NOZZLES DLT D EDGE, TYP #4 @ 12" 1' -611 TYP ALL AROUND 8„ H REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR— PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. ®CH2M HILL CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON H E AD W O R K S BUILDING MECHANICAL ODOR CONTROL SYSTEM DETAILS sHEET D -12 BAR IS ONE INCH ON ORIGINAL DRAWING . 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DWG NO. 6� OF 158 DATE NOV 1991 PROJ NO. SEA22388.RD U APVC) LL f- z w 0 j c 7 O LL n A TC • 11-11-01 1:11 CnI A KAC .CC A')e)0Q0 /n_')n ni \/ INLET N INLET (18" MIN) CONCRETE PAD S26 I 30" MANWAY A ANCHORAGE I ACTIVATED CARBON (TYP) SEE ODOR CONTROL SYSTEM T -331 - - - -- - - - - -- - - -- - - -- - - - - -- �i I �` EXHAUST ° ` DRAIN AND OVERFLOWS 45 i SEE COMPOS I T SECTION SAMPLE / I AND PROBES I O HANDW AY 15° 20° 30° I 25° \ MANOMETER GROUND \ RODS RAIN SHIELD EXHAUST W1 SCREEN — o � o Q 2 -V330 PIPE SUPPORT BY MFR (TYP)— 2-OF-PP 4 -V331 c ■ 0 I in PLAN 3, .._ 1' -o„ 8 10' -0" CARBON BED O O SAMPLES PROBE (TYP) 30" MANWAY FLEXIBLE CONNECTION (P EL 18.00 * -OA -SST (18" MIN) (DUCTWORK) CONCRETE PAD 4 -PD -PP DRAIN 1' x 1' -6" —I SEEQ HANDWAY SEE (TYP) M501 TYP 4 -PD -PP TO 180 COMPOSITE SECTION CARBON ADSORBT ION VESSEL 318 n_ 11_O n 8 I ® fAF GN J. R. MILLER ,. C. BROWN �. K J. R. MILLER D D. PETERSON NO. DATE REVISION ■ ■ q 18 -OA -SST pl (DUCTWORK) 1" NPT DRAIN CONNECTION 1 -V330 1 -PD -PP 2" HD SLOPE AT MAXIMUM AMOUNT (V 1" NONSHR I NK SET VESSEL W F GROUT IS WET C.J. LEAVE ROUGH & CLEA BLOCKOUT FOF FILL W /NONSHI 3" FLANGED D) 6" VEF W/VE�c_ SLAB ON GRAD RE 1 NF NOT SHC... IV 3 -PD -PP P -TRAP (PP) DRAIN DETAIL j�n Nrs D- 12 – FAN SCROLL -- -1" NPT DRAIN 1 -V330 CONNECTION 180 u COMPOSITE SECTION VESSEL PAD i1 L I LLD -DOWN BY VESSEL MFR R SHALL COORDINATE ION & EMBEDIMENT ANCHOR BOLT WITH DR AND VESSEL NOZZLES DLT D EDGE, TYP #4 @ 12" 1' -611 TYP ALL AROUND 8„ 4 3 C D REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR— PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. ®CH2M HILL CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON H E AD W O R K S BUILDING MECHANICAL ODOR CONTROL SYSTEM DETAILS sHEET D -12 BAR IS ONE INCH ON ORIGINAL DRAWING . 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DWG NO. 6� OF 158 DATE NOV 1991 PROJ NO. SEA22388.RD : APVC) 4 3 C D nATr• 11 -11 -41 FII r:NAKAF•CF077LqR /f1 -71 nl V 1 I e PRESSURE REL I EF VALVE (TYP) I PRV -861 BACKPRESSURE VALVE (TYP) PCV -861 HYPOCHLOR I T E FEED PUMP NO. 1 PI 862 PULSATION DAMPENER( CAL I BRAT IO CYLINDER - PCV -862 P -862 PRV -862 ST 862 Pit 861 Pl Z 3 _"�e BOOM CS 1 CS2 182 � x (TYP) i s2 1 2 -CS -PVC 2 -CS -PVC CL R +w � 3� 2 -NPW -PVC 1 —NPW —PVC 1!12 " —V710 2 —NPW —PVC �--- 2 -NPW -PVC (TYP) 3 -NPW -PVC �-- 3 " -V331 62 CS3 CS4 CHLORINE SOLUTION PIPING SCHEMATIC NTS PORPORT ION I NG SOLUTION DISTRIBUTOR 1 1 12 -CS -PVC - -� CS 1 TO CHLORINE CONTACT BAS I N - CS2 TO CLARIFIER NO. 1- CS3 TO RAS 7'� D -12 2" FILL 2" OVERFLOW PIPE SUPPORT BY TANK MFR (TYP) I 2 -CS -PVC 2"-OF-PVC 2 " -V330 2" SOCKET X NPT PVC ADAPTERS t 2" QUICK RELEASE CAM LOCK, MALE END, PVC ADAPTOR WITH DUST CAP. OPW KAMLOK, OR EQUAL "'A 501 (TYP) 2" DRAIN, SEE - -� D -18 TANK PAD, SEE 2 D -18 Y 24" DIA MANHOLE 2" VENT LE LT 860 860 24" ID MANHOLE- 3 LEVEL HINGED LOCKABLE SITE GAUGE FILL CAP BY TANK MFR---- LADDER 2 "NPT HYPOCHLORITE THREAD -0 -LET STORAGE (TYP OF 5) - TANK I T -860 Q u, LEVEL INDICATOR LL AS SPECIFIED BY TANK MFR U Q 24" DIA SIDE MANW AY v FUEL STORAGE TANK 2" VENT 1" FO DRAIN 4" NPT THREAD-0-LET WITH 3" FUSIBLE LINK INTERNAL TANK VALVE AND 3" X 1" CONCENTRIC 1' -0" REDUCER SAMPLE TANK SADDLE SUPPORT BY 2 " -V330 TANK MFR (TYP) 2 " -V330 N rl M. o 2" OUTLET NOTE: SEE PLAN FOR ORIENTATION COMPOSITE SECTION HYPOCHLOR/TE STORAGE TANK NTS CS5 TO INFLUENT PUMP WET WELL 1 112-CS-PVC FI RELIEF VALVE 842 (TYP) FI TYPE 2 0 -15 PS IG 841 (TYP) 69 I FI 845 FLOW 1 INDICATOR FOR CONT SEE 2- ALP -STL I 1!12 (TYP) 1 1/2 -V310 (TYP) CS4 TO CHECK VALVE (TYP) CLARIFIER NO.2 EXPANSION------- XPANS ION -� JOINT (TYP) 620 (TYP) DETAIL i71 AIR SUPPLY PIPING NTS THERMOMETER (TYP) ADJUSTABLE COUNTER AIR BLOWER. WEIGHT BY E/G MFR----, HOOD EL 35.50 151 .o. o,•'o 0. '00.-o TO BLOWER PROVIDE 1' -0" (TYP) CLR TO STRUCTURAL BEAM E/G EXHAUST PIPE, * DIA D U 2 -CS -PVC D -2, D -12 * 1" MIN 316 SST S25 & S26 & ill MIN NON - SHRINK GROUT (TYP (TYP) j S0 a 2„ U 1 " FO SUPPLY * i WATERPROOF 6" ANNULAR SPACE - = I►J_ I I 1 "FO IN 4 "FO 1111= It CONTAINMENT a PIPE DRAIN � 8" MIN SEAL ANNULAR SPACE 2' -0" RADIUS BETWEEN PIPES WITH MODULAR MECHANICAL e SIM 316 SST SEAL ASSEMBLY AND 316 SST NUTS AND O � � MIN 8" CLR. TIE STEEL nATr• 11 -11 -41 FII r:NAKAF•CF077LqR /f1 -71 nl V 1 I e PRESSURE REL I EF VALVE (TYP) I PRV -861 BACKPRESSURE VALVE (TYP) PCV -861 HYPOCHLOR I T E FEED PUMP NO. 1 PI 862 PULSATION DAMPENER( CAL I BRAT IO CYLINDER - PCV -862 P -862 PRV -862 ST 862 Pit 861 Pl Z 3 _"�e BOOM CS 1 CS2 182 � x (TYP) i s2 1 2 -CS -PVC 2 -CS -PVC CL R +w � 3� 2 -NPW -PVC 1 —NPW —PVC 1!12 " —V710 2 —NPW —PVC �--- 2 -NPW -PVC (TYP) 3 -NPW -PVC �-- 3 " -V331 62 CS3 CS4 CHLORINE SOLUTION PIPING SCHEMATIC NTS PORPORT ION I NG SOLUTION DISTRIBUTOR 1 1 12 -CS -PVC - -� CS 1 TO CHLORINE CONTACT BAS I N - CS2 TO CLARIFIER NO. 1- CS3 TO RAS 7'� D -12 2" FILL 2" OVERFLOW PIPE SUPPORT BY TANK MFR (TYP) I 2 -CS -PVC 2"-OF-PVC 2 " -V330 2" SOCKET X NPT PVC ADAPTERS t 2" QUICK RELEASE CAM LOCK, MALE END, PVC ADAPTOR WITH DUST CAP. OPW KAMLOK, OR EQUAL "'A 501 (TYP) 2" DRAIN, SEE - -� D -18 TANK PAD, SEE 2 D -18 Y 24" DIA MANHOLE 2" VENT LE LT 860 860 24" ID MANHOLE- 3 LEVEL HINGED LOCKABLE SITE GAUGE FILL CAP BY TANK MFR---- LADDER 2 "NPT HYPOCHLORITE THREAD -0 -LET STORAGE (TYP OF 5) - TANK I T -860 Q u, LEVEL INDICATOR LL AS SPECIFIED BY TANK MFR U Q 24" DIA SIDE MANW AY v FUEL STORAGE TANK 2" VENT 1" FO DRAIN 4" NPT THREAD-0-LET WITH 3" FUSIBLE LINK INTERNAL TANK VALVE AND 3" X 1" CONCENTRIC 1' -0" REDUCER SAMPLE TANK SADDLE SUPPORT BY 2 " -V330 TANK MFR (TYP) 2 " -V330 N rl M. o 2" OUTLET NOTE: SEE PLAN FOR ORIENTATION COMPOSITE SECTION HYPOCHLOR/TE STORAGE TANK NTS CS5 TO INFLUENT PUMP WET WELL 1 112-CS-PVC FI RELIEF VALVE 842 (TYP) FI TYPE 2 0 -15 PS IG 841 (TYP) 69 I FI 845 FLOW 1 INDICATOR FOR CONT SEE 2- ALP -STL I 1!12 (TYP) 1 1/2 -V310 (TYP) CS4 TO CHECK VALVE (TYP) CLARIFIER NO.2 EXPANSION------- XPANS ION -� JOINT (TYP) 620 (TYP) DETAIL i71 AIR SUPPLY PIPING NTS THERMOMETER (TYP) ADJUSTABLE COUNTER AIR BLOWER. WEIGHT BY E/G MFR----, HOOD EL 35.50 151 .o. o,•'o 0. '00.-o TO BLOWER PROVIDE 1' -0" (TYP) CLR TO STRUCTURAL BEAM E/G EXHAUST PIPE, * DIA D U 2 -CS -PVC D -2, D -12 * 1" MIN 316 SST S25 & S26 & ill MIN NON - SHRINK GROUT (TYP (TYP) j INTO FOUNDATION SLAB S7 SIM SECTION FUEL STORAGE TANK 1, -0„ D -2, D -12 12- SCR -SST - RA I NCAP BY E /G MFR i/ " T HK 316 SST COVER WITH 1/ " NEOPHRENE GASKET. JOINT SHALL 2' -0" -1" " THICK STEEL SHIM BE AIR TIGHT IN ANNULAR SPACE. FOUR REQUIRED. FIELD WELD TO PIPE .'o. 0_i;'. ib. O. O. .y G. �� I'O. , 0 ...... O.a - INSULATED PIPE. EXTEND INSULATION MIN 9 " 25 " DIA OPENING FOR I INTO ROOF OPENING FUTURE SCREENINGS CHUTE DISCHARGE 6"W X 8"H CONC CURB WITH -3/4" DIA AB'S SIM S26 TYPE C SECTION EXHAUST PIPE DETA NTS IL r6' D- 10 D -11 SECTION 24" DIA 316 SST SCH 5S GRIT CHUTE SEAL WELD RING TO CHUTE 4 X 4 316 SST ANGLE RING SUPPORT WELDED TO 24" SCH 5S 316 SST GRIT CHUTE. USE 8 -314" AB'S AND 6"W X 8"H CONC CURB SIM S26 TYPE C NEOPHRENE GASKET. JOINT SHALL BE A I R TIGHT SEEP RING ' 24" DIA FLEXIBLE ' GRIT CHUTE 2" CLR TO TOP OF GRIT HOPPER SCREENINGS DISCHARGE DETAIL 7 NTS D -3, D -10 3 c o f� S0 501 SIM 2„ 1 " FO SUPPLY * WATERPROOF 6" ANNULAR SPACE - = I►J_ I I 1 "FO IN 4 "FO 1111= It CONTAINMENT BRASS PLUG PIPE DRAIN 8" MIN SEAL ANNULAR SPACE 2' -0" RADIUS BETWEEN PIPES WITH MODULAR MECHANICAL e SIM 316 SST SEAL ASSEMBLY AND 316 SST NUTS AND BOLTS (TYP OF 2) THICKEN SLAB AT PIPES, JOINT SHALL BE MIN 8" CLR. TIE STEEL WATERTIGHT INTO FOUNDATION SLAB S7 SIM SECTION FUEL STORAGE TANK 1, -0„ D -2, D -12 12- SCR -SST - RA I NCAP BY E /G MFR i/ " T HK 316 SST COVER WITH 1/ " NEOPHRENE GASKET. JOINT SHALL 2' -0" -1" " THICK STEEL SHIM BE AIR TIGHT IN ANNULAR SPACE. FOUR REQUIRED. FIELD WELD TO PIPE .'o. 0_i;'. ib. O. O. .y G. �� I'O. , 0 ...... O.a - INSULATED PIPE. EXTEND INSULATION MIN 9 " 25 " DIA OPENING FOR I INTO ROOF OPENING FUTURE SCREENINGS CHUTE DISCHARGE 6"W X 8"H CONC CURB WITH -3/4" DIA AB'S SIM S26 TYPE C SECTION EXHAUST PIPE DETA NTS IL r6' D- 10 D -11 SECTION 24" DIA 316 SST SCH 5S GRIT CHUTE SEAL WELD RING TO CHUTE 4 X 4 316 SST ANGLE RING SUPPORT WELDED TO 24" SCH 5S 316 SST GRIT CHUTE. USE 8 -314" AB'S AND 6"W X 8"H CONC CURB SIM S26 TYPE C NEOPHRENE GASKET. JOINT SHALL BE A I R TIGHT SEEP RING ' 24" DIA FLEXIBLE ' GRIT CHUTE 2" CLR TO TOP OF GRIT HOPPER SCREENINGS DISCHARGE DETAIL 7 NTS D -3, D -10 3 c o f� DATE: 11 -11 -91 F I LEN ,)MIE :SEA22388 /D- 24.DLV 1 2 1 3 4 1 5 1 s m 0 W co N A a 5 6 X 18 LOUVER ABOVE DOOR o - W /FD (500 MAX, 250 MIN) 0 0 MD -1204 T FD GRIT MD -1203 CLASSIFIER ROOM _�A' EQU I PMENT MD -1210 IN ROOM 18 -OA -SST SEE DWG D -9 B AND D -12 30X24 LOUVER (1090) TYP FOR TWO 24X24 CD -1 12X6 WSG 2 -WAY — (250) 56X36 LOUVER (2100) . ABOVE DOOR MCC /CONTROL ROOM 12x6 MD 1207 . ' --- A SF -1201 SF -1202 T ;� � 12X6 ECP -1213 MD -1201 MD -1202 16"X 36" PLENUM ACCESS SF -1203 W /MD -1205 FM DOOR (TYP OF 2) ON ROOF ABOVE SF -1204 W /MD -1206 I 36X24 LOUVER CONNECT ENGINE ON ROOF ABOVE I (500 MAX, 250 MIN) RADIATOR TO PLENUM m j ; 18X18 DUCT DN TO El 11 W /FLEXIBLE CANVAS (TYP I 24X24 CD -1 AT ALL AROUND) I ; 10' -0" AFL (TYP OF 2) . 105"W X 108"H X 1' -10" ENGINE DEEP PLENUM I N AT OR I ; 105"W X 118"H DISCHARGE I I LOUVER (28900) WITH I i P I PE GALLERY MOTORIZED DAMPER I (MD -1209) PROVIDE I 180"W X 96"H INTAKE BLANK —OFF PANEL FOR I LOUVER (28900) WITH ; UNUSED PART OF LOUVER I MOTORIZED ' DAMPER (MD -1208) 105"W X 108"H BANK OF I ' SOUND AT T ENUAT ORS I 180"W X 96"H SOUND ATTENUATOR BANK 16"X 36" PLENUM ACCESS DOOR (TYP OF 2) O Q Z GROUND FLOOR PLAN o a- � W ,� ,. =1, -o„ O � 4 0o� zz y R.GEOC U r �c� i SHEET —14 y $ ® #. DsGN GEOGH N REUSE OF DOCUMENTS U 1 LD I NG D p ' �� DR PORATDED HEREIN, IDEAS AND OF PROFESSIONAL 7AR ONE INCH ON CITY OF PORT TOWNSEND HEADWORKS B DWG 12948 Q AL DRAWING. 63 OF 158 V } °'`l ;tc,Sl ���, S. GUNDY HVAC NO. SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO WASTEWATER TREATMENT PLANT BE USED, 1N WHOLE OR IN PART, FOR ANY OTHER PROJECT DATE NOV 1991 ONAL ♦ CHK J .R .MILLER oNE INCH ON JEFFERSON COUNTY, WASHING TON GROUND FLOOR PLAN > O APVD WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. HEET, ADJUST PROD o LL D. PETERSON NO. DATE REVISION BY APVD ®CH2M HILL ACCORDINGLY. NO. SEA22388.RD i r,. L' 11 -11 -y1 JtAZZJOL5 \t- UV.UYYU ■� i OXIDATION OXIDA TON DI TCH NO. 1 DI TCH NO. 2 EL 26.81 -_ -- -- -. _ - - - - - - - - -- __- -. - - -- - - -- -- l - - - - , -- -TOP OF - \ - -- -- - -- -- - -- - - - - - - -- -- - - - -1 - -- - -- -� - - -- - - - - -- -- - - -I RUSTICA TION EL23. 73 r- - -- - - -- -1- -- - -- - -- _ _. - - - - -- -- !- - - - -- - - -- - _ -- I - - -- _ _- -- - - -- } _ EL 25.89 - -- -- - _ -_ - - -- 2 - 0 _ EL 23.73 TOP OF LANDING 2 R S ! i _ U Tl CA TION 0 EL 19.89 EL_ _20.35 2)- 0 FINISH GRADE - - - - i NORTH ELEVATION OXIDA TON OXIDA TION DITCH NO. 2 DITCH NO. 1 - -PS -111, TYP AT - -- i \ EXTERIOR CONCRETE i TOP OF =_ --314 CHAMFER WALLS (TYP) 314 „ CHAMFER RUS TI CA TION L 21.89 2f -0ff - 2' 0 f) i 1 OUTLINE OF FOOTING, (TYP) SOUTH ELEVATION %8 ff =1 f- 0 )) MIXER HOUSE CONCRETE STAIRWAY / 42” HIGH AL RAILING, TYP \ SEE SEE 142 538 12 ) -9. -- - \ (TYP) - / 314 CHAMFER -- t 143 �RUSTICATIONS, SEE EL_ 26.81 - - - - -- - 1 T� S M - EL_ 20._35 -2 -Opp WEST ELEVATION BO T OF SLAB /TOP OF RUS TI CA TION WORK POINT EL 23.06 EQL EQL - - - -- - 30. - - - - -- - - - - -•- - i� - T - - - L 1 314 CHAMFER t I_ -- - - - - - -- .. - - - - -- - - - - - +- r -- - - -- - - -- -- - - - -- -- - -- - -- - - - - / = i -- EL _26.81 E TOP OF !r- - - -- - -� - -- -- -_ _ - - - L 24.81 TOP OF CONC WALL - ._ - - } - -- - - _ RUSTICATION EL 23. 73 - - } - - -- - - -t - _ - - - - - -- - - - - -- - -- f EL 22.56 .. . EL 21.89 -- „/ _ -- EL 19.8 9 8 - --- - - - - -- - -- - - -- - - - - -- - - -- - - - __ _ _ . _. - -- -- - - - - - - - - - - - - - - - - -- 2 - - f f, 2'- 0 _ :'�7-2 f pff NOTE: ELEVATIONS NOTED FOR RUSTICATIONS ARE TO WORKPOINT AT TOP OF RUSTICATION, TYPICAL UNLESS NOTED OTHERWISE, EAST ELEVATION SEE DETAIL 141 REGISTERE lOFiN STATE OF Wkn; UTON I `� EL 23.73 FINISH GRADE �1J�(q3 C l f � � a 11 -11 -y1 JtAZZJOL5 \t- UV.UYYU ■� i OXIDATION OXIDA TON DI TCH NO. 1 DI TCH NO. 2 EL 26.81 -_ -- -- -. _ - - - - - - - - -- __- -. - - -- - - -- -- l - - - - , -- -TOP OF - \ - -- -- - -- -- - -- - - - - - - -- -- - - - -1 - -- - -- -� - - -- - - - - -- -- - - -I RUSTICA TION EL23. 73 r- - -- - - -- -1- -- - -- - -- _ _. - - - - -- -- !- - - - -- - - -- - _ -- I - - -- _ _- -- - - -- } _ EL 25.89 - -- -- - _ -_ - - -- 2 - 0 _ EL 23.73 TOP OF LANDING 2 R S ! i _ U Tl CA TION 0 EL 19.89 EL_ _20.35 2)- 0 FINISH GRADE - - - - i NORTH ELEVATION OXIDA TON OXIDA TION DITCH NO. 2 DITCH NO. 1 - -PS -111, TYP AT - -- i \ EXTERIOR CONCRETE i TOP OF =_ --314 CHAMFER WALLS (TYP) 314 „ CHAMFER RUS TI CA TION L 21.89 2f -0ff - 2' 0 f) i 1 OUTLINE OF FOOTING, (TYP) SOUTH ELEVATION %8 ff =1 f- 0 )) MIXER HOUSE CONCRETE STAIRWAY / 42” HIGH AL RAILING, TYP \ SEE SEE 142 538 12 ) -9. -- - \ (TYP) - / 314 CHAMFER -- t 143 �RUSTICATIONS, SEE EL_ 26.81 - - - - -- - 1 T� S M - EL_ 20._35 -2 -Opp WEST ELEVATION BO T OF SLAB /TOP OF RUS TI CA TION WORK POINT EL 23.06 EQL EQL - - - -- - 30. - - - - -- - - - - -•- - i� - T - - - L 1 314 CHAMFER t I_ -- - - - - - -- .. - - - - -- - - - - - +- r -- - - -- - - -- -- - - - -- -- - -- - -- - - - - / = i -- EL _26.81 E TOP OF !r- - - -- - -� - -- -- -_ _ - - - L 24.81 TOP OF CONC WALL - ._ - - } - -- - - _ RUSTICATION EL 23. 73 - - } - - -- - - -t - _ - - - - - -- - - - - -- - -- f EL 22.56 .. . EL 21.89 -- „/ _ -- EL 19.8 9 8 - --- - - - - -- - -- - - -- - - - - -- - - -- - - - __ _ _ . _. - -- -- - - - - - - - - - - - - - - - - -- 2 - - f f, 2'- 0 _ :'�7-2 f pff NOTE: ELEVATIONS NOTED FOR RUSTICATIONS ARE TO WORKPOINT AT TOP OF RUSTICATION, TYPICAL UNLESS NOTED OTHERWISE, EAST ELEVATION SEE DETAIL 141 REGISTERE lOFiN STATE OF Wkn; UTON I `� EL 23.73 FINISH GRADE �1J�(q3 nATF - F I I FNAMF :SFA2,2'�PP -F -1 _ICI V i i c RETAINING WALL, SEE ® (SIM) r �C' A R of W'�Hr q O �cl? 16345 o,�FSS /ANAL ® E -3 REINF, SEE® E -5 NOTES: 1. FOR GENERAL STRUCTURAL NOTES SEE S1 . 2. END RETAINING WALL AT FINISH GRADE EL + 10.0. SEE SHEET 8 -3. CJ S12 E -3 mi 3 D II LL z w J o uia > 0 LL nATF - F I I FNAMF :SFA2,2'�PP -F -1 _ICI V i i c RETAINING WALL, SEE ® (SIM) r �C' A R of W'�Hr q O �cl? 16345 o,�FSS /ANAL ® E -3 REINF, SEE® E -5 NOTES: 1. FOR GENERAL STRUCTURAL NOTES SEE S1 . 2. END RETAINING WALL AT FINISH GRADE EL + 10.0. SEE SHEET 8 -3. CJ S12 E -3 mi 3 D I f1ATr. 11 1n n1 r11 rA1 AA Ar .0r- Anr17nn.r 11 n \� I i I J I r I i I i w i } O _j W WUJ 0 o L VJ� 1 L. I I IV ..J 1 I IL. - LLI 1r-1 V I L .W L/-'% L G. L L.VL V t 0 I N 0c LijJ J � o CV 00 J Q 0 I o I � U M 0 J CL LL Lij Q) I__ _ DR D. MILLER s1 ER �� 'NNAL .E�� sl ER ti�� ss�ONAL � ~ 06 22.56 J 22.56 J ( _o Q - �- I � .Q J Ir -� 1 UJI O I I LL VJ� 1 L. I I IV ..J 1 I IL. - LLI 1r-1 V I L .W L/-'% L G. L L.VL V t 0 I N 0c LijJ J � o CV 00 J Q 0 co n" I o I � 0 M 0 J CL JDW /BJE Lij Q) I__ _ DR D. MILLER s1 ER �� 'NNAL .E�� sl ER ti�� ss�ONAL � ~ 06 22.56 J 22.56 J 2 2.5 6 Q - �- co n" t 201-61' 10,_5,1 151_011 BEAM 7' -0" (TYP) i ELEVATED SLAB 3 -NPW -PVC EXP JT SE (P EL 2.00 - TYPE "B" S18 q 1801 -01, 139' -0" 21,_011 1 112 -NPW -PVC STOP VALVE & DRAIN BOX M64 1 - _ '� _ 23.73 ®-- - - - - -- - -- -- L - - - - -- - -- - - ----- - - - - -I I. ® - - - - - - -I ®23.73 -- - - -- RF-- �-- ----------- I - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - o - - - - - -- AL RAILING, � I 193 SEE S29 & S33 NOZZLE YP B-4 - -- ----- ---- - - ---- POST ANCHOR 1 112 -NPW -PVC / I TYPE „A" (TYP) ' �l - - - -� I--- - - - - - I 20 -ML -D l� ` / I I I cI I I �i I 1 INVT EL, / / mI 1 Mi I QpI 'POST ANCHO 4 -V900 S'ppO ' 1 I I I 1 TYPE "E "SEE S33 AT INVT EL 10.50 1 I I I I I I I I I I I I I 22.56 rx 23.31 NOISE CONTROL �- 5. ae. s an 3 1 I I I ENCLOSURE r\ DE A -6 I I I I I I AS SPECIFIED (TYP) P MP I I I I AERATOR NO. 1 P -520 ��- - - - I - B -4 I f - - - -I CCW ROTATION ® 9.56 _ _ --------------- G-551 I M -511 OXIDATION DITCH NO. 1 - STAIRS 5 � �- SEE 7 I HOSE RACK SEE - 026.81 1 S52 (HANDRAIL E -5 LSL (TYP) I I MOUNTED) DIV 520\ X70 I SLU ICE GATE 26.81 22.56 G -561 701 70 - �-- - 1 II g H 1 1 /2 -NPW -PVC AL GRATING 15.75 J G -552 SEE ® -4 SLOPE TO SEE / �- - - - - - -�-_6 - - AERATOR NO.2 DRAIN GS -1 S44 _ � � � � _ _ _ -� - --------- - I Cw ROTATION OXIDATION DITCH NO. 2 INVT EL ----------- 10 56 /J / - - ----- I M -512 I 24 -ML -DI INVT EL -6.00 AL GRATING, SEE GS -1 S4 (TYP) G -541 IE 10.56 1 112-V7 10 IN VERT 'o E -3 24" TEE, IE 4.40 I I (ROTATED 45° FROM VERT.) N��__'20" x 24" I I REDUCER CRFx+'_% R�D3 I I 20" 450 ELB�R -T s� L- -- OXIDATION ITCH I I WEIR GAT NO. 1 I I I I G -531 I I M016 ' I I I I 6" DIA HOLE I I IE 10.56 I I I f i VERT EXP JT SEE S17 (TYP) I I II N I ,� �I f NI I I (TYP) !/ I I I I I I I I I SEE I I ®9.56 I I m I I ml I ml I (TYP) I 6" DIA HOLE 20 -ML -DI 1 E -6 I INVT EL 5.00 ' I I I � I I I I I I 23.31 22.56 1 1 ®lE 10.56 1711 B 4 -V900 VERT EXP JT 11 4' -8% -� " I j I I E -4 2 -0 11 OPENING W /AL GRATING AT INVT EL 10.50 ®9.56 SEE (TYP) - � (TYP) 1 1 2' X 3' (TYP) GS -1 I I S17 a �� ,, 11 I I I S44 OXIDATION DITCH 11 4 r. - - -� L 8 -4 -J L-- - - - - -1 I 7_01/ WEIR GATE NO. 2 ------------- - - - - -1 ! (TYP) G 2 016 I 20-ML-DI r - I �kc� #3 \ I 1 15, -0" WIDE WEIR S \ \� G T ORT ��� 15,_011 W lDE I I OPNG (TYP) T WEIR OPNG (TYP) I 1 1 112-V710 IN VERT _..,_ 26.81 - - -- ---- - - - - -- p ®23.73 - - - - - - - - - -- 1 I r.193�_ - - - - - - -- - -------------------- - - - - -- ---- - - - - -1 j I 90° EL IE 5.40 3'' PW -PVC EL 16.00 � Al, ',os WERyc W�hr,��9yA I � (TYP) 0 00 CL JDW /BJE N Q) I__ t 201-61' 10,_5,1 151_011 BEAM 7' -0" (TYP) i ELEVATED SLAB 3 -NPW -PVC EXP JT SE (P EL 2.00 - TYPE "B" S18 q 1801 -01, 139' -0" 21,_011 1 112 -NPW -PVC STOP VALVE & DRAIN BOX M64 1 - _ '� _ 23.73 ®-- - - - - -- - -- -- L - - - - -- - -- - - ----- - - - - -I I. ® - - - - - - -I ®23.73 -- - - -- RF-- �-- ----------- I - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - o - - - - - -- AL RAILING, � I 193 SEE S29 & S33 NOZZLE YP B-4 - -- ----- ---- - - ---- POST ANCHOR 1 112 -NPW -PVC / I TYPE „A" (TYP) ' �l - - - -� I--- - - - - - I 20 -ML -D l� ` / I I I cI I I �i I 1 INVT EL, / / mI 1 Mi I QpI 'POST ANCHO 4 -V900 S'ppO ' 1 I I I 1 TYPE "E "SEE S33 AT INVT EL 10.50 1 I I I I I I I I I I I I I 22.56 rx 23.31 NOISE CONTROL �- 5. ae. s an 3 1 I I I ENCLOSURE r\ DE A -6 I I I I I I AS SPECIFIED (TYP) P MP I I I I AERATOR NO. 1 P -520 ��- - - - I - B -4 I f - - - -I CCW ROTATION ® 9.56 _ _ --------------- G-551 I M -511 OXIDATION DITCH NO. 1 - STAIRS 5 � �- SEE 7 I HOSE RACK SEE - 026.81 1 S52 (HANDRAIL E -5 LSL (TYP) I I MOUNTED) DIV 520\ X70 I SLU ICE GATE 26.81 22.56 G -561 701 70 - �-- - 1 II g H 1 1 /2 -NPW -PVC AL GRATING 15.75 J G -552 SEE ® -4 SLOPE TO SEE / �- - - - - - -�-_6 - - AERATOR NO.2 DRAIN GS -1 S44 _ � � � � _ _ _ -� - --------- - I Cw ROTATION OXIDATION DITCH NO. 2 INVT EL ----------- 10 56 /J / - - ----- I M -512 I 24 -ML -DI INVT EL -6.00 AL GRATING, SEE GS -1 S4 (TYP) G -541 IE 10.56 1 112-V7 10 IN VERT 'o E -3 24" TEE, IE 4.40 I I (ROTATED 45° FROM VERT.) N��__'20" x 24" I I REDUCER CRFx+'_% R�D3 I I 20" 450 ELB�R -T s� L- -- OXIDATION ITCH I I WEIR GAT NO. 1 I I I I G -531 I I M016 ' I I I I 6" DIA HOLE I I IE 10.56 I I I f i VERT EXP JT SEE S17 (TYP) I I II N I ,� �I f NI I I (TYP) !/ I I I I I I I I I SEE I I ®9.56 I I m I I ml I ml I (TYP) I 6" DIA HOLE 20 -ML -DI 1 E -6 I INVT EL 5.00 ' I I I � I I I I I I 23.31 22.56 1 1 ®lE 10.56 1711 B 4 -V900 VERT EXP JT 11 4' -8% -� " I j I I E -4 2 -0 11 OPENING W /AL GRATING AT INVT EL 10.50 ®9.56 SEE (TYP) - � (TYP) 1 1 2' X 3' (TYP) GS -1 I I S17 a �� ,, 11 I I I S44 OXIDATION DITCH 11 4 r. - - -� L 8 -4 -J L-- - - - - -1 I 7_01/ WEIR GATE NO. 2 ------------- - - - - -1 ! (TYP) G 2 016 I 20-ML-DI r - I �kc� #3 \ I 1 15, -0" WIDE WEIR S \ \� G T ORT ��� 15,_011 W lDE I I OPNG (TYP) T WEIR OPNG (TYP) I 1 1 112-V710 IN VERT _..,_ 26.81 - - -- ---- - - - - -- p ®23.73 - - - - - - - - - -- 1 I r.193�_ - - - - - - -- - -------------------- - - - - -- ---- - - - - -1 j I 90° EL IE 5.40 3'' PW -PVC EL 16.00 � Al, ',os WERyc W�hr,��9yA PN ' � OF WASyr�c k1` (TYP) 0 JDW /BJE - �FC/ �o�� �Fa/ _ DR D. MILLER s1 ER �� 'NNAL .E�� sl ER ti�� ss�ONAL � ~ CHK LA /RMB 22.56 22.56 APVD D. PETERSON 2 2.5 6 NO. DATE �- 4 STOP VALVE & - ----- - -- - - - - -- SLUICE GATE (TYP) 7DRAIN BOX 23.73 G -542 IE 10.56 STOP VALVE AND - 2 -NPW -PVC EFFLUENT BOX, SEE 4 DRAIN BOX n 22.56 c 2rr�r 2.56 22.56 22.56 � 6 20' -6" .. (TYP) E -5 A 1 1 /2 -NPW -PVC 167 E -3 NOTES: (TYP) 1. FOR BEAM DETAILS, SEE SH E -4. 2. DESIGN LIVE LOAD FOR ELEVATED SLABS AND WALKWAYS 100 PSF. 3. FOR CONTINUATION OF PIPING, SEE TOP PLAN SH. B -6. %8 " = 11 -011 4. FOR OPENING RE I NF. SEE S6 REUSE OF DOCUMENTS SHEET E -2 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND OXIDATION DITCH PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. DWG 66 OF 158 SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO o V WASTEWATER TREATMENT PLANT STRUCTURAL AND MECHANICAL BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT DATE NOV 1991, WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON TOP PLAN THIS SHEET, ADJUST PROJ REVISION I BY JAPVDI OCH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD A B D I I 22.56 6,_0,1 (TYP) 0 I co ~ 00 ~ 22.56 22.56 2 2.5 6 22.56 �- 22.56 c 2rr�r 2.56 22.56 22.56 � 6 20' -6" .. (TYP) E -5 A 1 1 /2 -NPW -PVC 167 E -3 NOTES: (TYP) 1. FOR BEAM DETAILS, SEE SH E -4. 2. DESIGN LIVE LOAD FOR ELEVATED SLABS AND WALKWAYS 100 PSF. 3. FOR CONTINUATION OF PIPING, SEE TOP PLAN SH. B -6. %8 " = 11 -011 4. FOR OPENING RE I NF. SEE S6 REUSE OF DOCUMENTS SHEET E -2 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND OXIDATION DITCH PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. DWG 66 OF 158 SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO o V WASTEWATER TREATMENT PLANT STRUCTURAL AND MECHANICAL BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT DATE NOV 1991, WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON TOP PLAN THIS SHEET, ADJUST PROJ REVISION I BY JAPVDI OCH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD A B D I I im i w1l 1 11- 'i - -Q1 SrA??A8A \F - -(14 f;WG - #3 STIRRUPS 9 03 ", - - - - - -- _ - -- - - 10 ® 12".1 10 ®3 -= -_ -- - -- AL RAILING, SEE S29 8 -,`6, EXTEND 2' -6" (TYP) _— - INTO SUPPORT AL GRATING, SEE S44 GS -1 TYP POST ANCHORAGE, SEE S33 TYPE „A „ BEAM -- -- -- — - -- -- -- — — POST ANCHORAGE, SEE S33 TYPE "E" (TYP AT OUTSIDE WALLS) - (TYP) EL 23. 73 - N - - -- 2 - - 7 -- - - -- - -- - -- - - - -- _ S G L,— -- - -� - � SU R T - D TAIL �. EL 22.56 J WEIR GATE FULL U91 op-13) FIN. GRADE POST TION EL a�, EL 20.26 SEE DWG B- 2 - - ---- - - - - -. -. I WEIR GA TEL IWES T POSITION EL 20.65 #5 9 12" EW -_ =1 I I ! ---- #5 © 12" _- - -- - -- _ -- - -- - -- - -- - -- - - - - _ ___ (TYP) SPRA Y NOZZLE EW, EF --� SEE M193 -- #6 ® 6 " REF CONC (TYP' 3 FILL �D WALLS) 4- V900 \_ 7 © 6" (OPERATOR A T TA CHED ' TO HANDRAIL ABOVE) ADDL 3 SETS HORIZ REINF EF SPACED 9 6 W /MAIN REINF (TYP) - -- - ---= - - - - -- -- -- #7 Y )12 " -- EL 9.56 ° o - - d . . ADDL„ #7 x 12'- 6 „ ® 12 AL TN W /MAIN WALL BASE ! REINF FOR 6" SPACING CONSTRUCTI N JOIN T SEE Sil 1, 0„ 4, 0„ 10, 0„ 1' 9.56 (TYP) 5.56 ® SUMP j, CONC SHAPING (TYP) ® 5.56 i EDGE OF FOOTING - - -- i Co '� \ , 8.56 (TYP) ® - GU T TER (TYP) 9.56 ® \ DETAIL �s w�RM N TS E -1 - FOR REINF, SE (TYP) CEN TER WA L L #6 © 6" Ln n -- - - - - - —� �— - — -- -- ----ALUMINUM U- BOLTS -- — — -- 1 % "- NPW -PVCI I CLAMP ONE EACH SIDE OF HANDRAIL POST (TYP), W/ 2" WIDE ALUMINUM FLAT BAR BACKING PLA TE LENGTH AS REQUIRED EL 22.56 EL 22.56 BEAM - - -_- -p WS EL 21.64 BEYOND -3 #5 ® 12" EW, EF_ (TYP) "— - DIVIDER WALL - - - -- THICKENED WALL BEYOND - - #6 © 12 " T &B }/6 0 12" SLAB CJ g" SEE 8 (TYP) SECTION 3/8" = 1 ' -0" E- 1,E- 2,E -5,E -6 #7 ®6 "EF (TYP) �1' -2" OR AL TN W /MAIN REINF,v,E ' D�►/ �vA�� FOR 6" SPACING (TYP) DETAIL #5 ® 12 " EF #6 9 12" EF - -_ o� SLAB BEYOND EL 5.56 M 6 WASH H YD R,, #5 9 12" Et #6 ® 6 " L 8„ #7 x 7' -6" ® 12" AL TN W /MAIN REINF FOR 6" SPACING - -- " (TYP) CA IGIXlUf'\ VVML-L FOR WALL REINF SEE - - #7 © 6" o, -#7 0 12" o OR #5 (P 12" AS NOTED ABOVE FOR SLAB REINF FOR WA L LT YP EX T SEE® GUT TER EL 9.5 6 - ^Q4- - - - - -" #7 ® 12" ^� -- ' #7 ® 12 - -GROUT SHAPING HOOK PERPEN- --' (TYP) DICULAR TO 1 ' -0" GU T TER -- #7 9 12 " T &B BREAK LINE SECTION Q -Y8 = 1,_0„ E-5 SECTION )OWN \NT I -- 8„ #7 x 7' -6" ® 12" AL TN W /MAIN REINF FOR 6" SPACING - -- " (TYP) CA IGIXlUf'\ VVML-L FOR WALL REINF SEE - - #7 © 6" o, -#7 0 12" o OR #5 (P 12" AS NOTED ABOVE FOR SLAB REINF FOR WA L LT YP EX T SEE® GUT TER EL 9.5 6 - ^Q4- - - - - -" #7 ® 12" ^� -- ' #7 ® 12 - -GROUT SHAPING HOOK PERPEN- --' (TYP) DICULAR TO 1 ' -0" GU T TER -- #7 9 12 " T &B BREAK LINE SECTION Q -Y8 = 1,_0„ E-5 SECTION 11 -11- g1 SEA22388 \L- OS.DWG 20' 6" 15' 0" AL RAILING, SEE f�1' -2„ 8,_2„ 1,_6„ 9, -8„ 13,_0„ 2 „_0„ - - - - - - - -- - - - - -- - - -- - - -- - -- -- -- - -- -- -- 4 - #9 CON T S29 AND S33 NOISE ENCLOSURE --, • ADDL 2 - #9x 6' -6” 2 WIDE ALUMINUM FLAT WASHD0WN M16 \ EA END ANCHORAGE SLAB OPNG HYDRANT ------ADDL 2 - #9 BAR BACKING PLATE Q BEYOND FOR 4 STIRRUPS x12'7 0 CTRD OVER TYPE A -- - -\ K IMPELLER SHAFT _ LENGTH AS REOD - - - -- ® 12„ THICKENED WALLS & SEE DETAIL / \ ALUMINUM U -BOLT AND CENTER WALL - S A 12 D CLAMP ONE EACH SIDE 4 #5 -- (3 LOCATIONS TOTAL) EL 26.81 I \ i STAGGERED (TYP) °� OF HANDRAIL POST EL 22.50 • • • • —�— - -- — - -- - - - -- - - - -- ---- - - - - -- ( TYP) -- 6 - #9 CON T S TA GGERED (TYP) i B -4 EL 24.31 EL 24.31 i i „ „ ,� „ 6- 0 8 6- 0- � 8 -' 6- 0 - 1.•1 - -- 2- 1 -- EL 23.81 � ! � - -- - - -- -- - - - - -- - - -- - -- - EL 23.31 E EL 22.56 L o7 - FOR WALL REINF #4 STIRRUPS 9 6 1 -' -6 #4 STIRRUPS © 12 " - -- 3'-2 -- -- - - - -#4 STIRRUPS © 12" - -- -- - - - - -► -- 2, -0,, SEE � — #5 ® 12" EW — - #5 ® 12 EW, EF - (TYP) (TYP) 3- #8 W /STD 9 D ® � ,1 Z HOOK EA END , -- - - - - j- 8- 6 CONTINUOUS ' F / WIS TD 9 0 _- - -; - "l HO K A END _ DI VIDER WALL - �'� FIN. GRADE VARIES (TYP) o o 0 0 1 I Y SEE SH B-2 #4 ® 12 " i - - -- -- 4- 6 DI SCON TI NUE A T OPNG � i �-- -_ ---- THICKENED WALL STIRRUPS -----2 - #5 #5 EF -- ' I BEYOND I #4 STIRRUPS ®12 4 _ #8 0 0 �o o - -- / I #6 96" 0 00 -- 1 -FOR ADDL REINF i „ - -ADDL 3 SETS HORI Z z AROUND OPNG, SEE S6 B _ 8-#8 - -- -- -- - - - -- TYP) o REINF EF, SPACED UL CONTINUOUS B -2 9 6 W /MAIN REINF PIPE i (TYP) 1 '- 0" PENETRA T/ ON X (TYP) SEE SECTION \ j EL 9.56 - E-6 r EL 9.56 „ s -s' - _� - -9- 20p 9 " r- I FOR SLAB REINF #5 Ca? 12 FOR SLAB REINF SEE #7 ® 12 j -� - - - - EL VARIES PLAN SHE 1 PERPENDICULAR i/ � � SEE PLAN SH E -1 1 ( TYP) TO CURVED WALL -- I (TYP) 1 #5 © 12" (TYP) i (TYP) 6> 0 a SECTION C 1 -6" * PLANK DESIGN LOADS - " = 1 ' -D" E -1 E -2 E -5 4 #5 (TYP) , #3 ®6" SECTION _I - - - -� -- �8 , STIRRUP (TYP) L� D.L. SELF WEIGHT 3/8„ = 1, -0„ E -1,E -2 L.L. 100 PSF (A T OPENING) -- -- - - - - - -- -- _ \ -- RAILING B-2 -I - - --- - - - - -- - -- -- ! - -- -_ - -- -- - I l l #4 NOSING BAR 6- #9 W /STD EL 26.81 ) L- -- -- - - - -- - -- - i -- - -- - -- -- SEE S3 EL 26.81 900 HOOK EA. END PLACE UNDER TOP �\ -- - - - - - -- - _ - -. _ LA YER OF REINF IN - - - - -- BEAMS B -1 B -2 AND , , • . I I ~ #4 (P 12 " T &B EL 22.50 I I I BEAM B -3 #4 ® 12" T &B (TYP) - - -� -- -- - - - - - -- STAGGERED #4 ®12 T &B EL 23. 73 (TYP) #4 9 12" TERMINATE W/ STD _.- - -____ ___--- _---------- ____ -- #5 ® 12" T &B - - -- - - - -- 90° HOOK AT WALL (TYP) ___ -- -- #5 ® 12" T &B I - 8 - #6 VER T I- -1-- -1 , SECTION G • .. .. _� �,8„ , E-2- IMPELLER SHAFT 4 #5 I o �. = 1 - 0 �� py �l 4 STIRRUPS ' N -- - - - - -- 0 - -- 10 -- loll # I - - - - FOR SPACING #8 SPACER (� r (SIM.) l --JACK STUDS SEE B �� TYP OF 4 - - - _ #6 DOWELS - „ - -- � „ „ Z - - - - - - -- - - - - - - -- _ -- - 12 - #9 4 1 -4 4 �Z OPENING IN CONCRETE 2' -0" FOR ACCESS TO COUPLING -- -- - - - - - - - � EL 9.5 6 - -- - • #4 TIES C� 12 1 Z -_ _ - -- - - - - -- - - -- - - - - - - - - - - - -- -- I B-4 tt f co 8-# BASE SLAB INTO -- - ------- - - - - -- NOTE: VERIFY ALL DIMENSIONS SECTION -CENTER WALL r\ NOT THICKENED -- -- BEAM B -3 ABOVE O O WITH AERATOR MANUFACTURER %2" " = 1 ' -0 SECTION SECTION F DETAIL 3 a� is WE�MC� -Y8 " - 1 '- 0 E-2 , „ of stir 98 )I „ 0 „ �,. Ds D.WERMCRANTZ REUSE OF DOCUMENTS OXIDATION DITCH SHEET E -4 7BAR Is oNE INC7ON CITY OF PORT TOWNSEND Dw� zz67o v � g �_ DR B.�,AZARQ THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- RIGINAL DRAWI 68 OF 158 FGts1ER� �� SERVICE, IS THEINPROPERTY OFRC 2MNHIOLL AND PROFESSIONAL TNTO BE 0 WASTEWATER TREATMENT PLANT No. JfJCN�L ��V CHK L.ARAGON USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT STRUCTURAL DATE NOV 1991 WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON APVD THIS SHEET, ADJUST JEFFERSON .COUNTY, WASHINGTON SECTIONS AND DETAILS PROJ - D.PETERSON NO. DATE REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. NO SEA22388.RD g 1�� Eop E0 ul 7 11- 13 - -91 SEA22388 \E- 06 -CWC FOR WALL REINF SEE A E- 3 \ N 1' D" L 21' -0" 19, -p -- #7 9 12 "EF (TYP) 1 " /FT ®9.56 - - #7 (?P 12" 1 � SLOPE CONC FILL-- ) 6'-0" 0 FOR CORNER AND INTERSECTION REINFORCING SEE S4 - - -- - -- -mi;iiiiE z � S40 4-V900, IE 10.50* EDGE OF HANDRAIL BE�OW G ® - -- -FOR ADDL REINF o AROUND OPNG, I -- -- - - -- - - - -- �r SEE s TYP I rF ® A #( 6 - � D - � 1- -- 2 - �„ \ / %2 " PJF i DN _ 026.81 i ) TOP OF CONC FILL ® 21.31 ®15.81 -�-Z- WEIR GATE PLAN AT EL 12. 00 `� I ! - - - -- - -- - - - - - - -- - -- -- - -- -- - - -- - - -- - -- - SEE - - Y.. . - i - - --� - - --/-` - - -/- - ' - -- l - - -/ - - f- - - - / - - 1r , 0- � � { 1. -5 0; * AL RAILING SEE & S 15'- p„ 1 -6 � 20-ML-DI (WEIR OPENING) 3 2- V330 lopy ANCHORAGE CTRD IN WALL 1 %2- V710 - - . TYPE A „ IN VERT . E- 6 _ yTs YP°. $ A 0 22.56 �NE� A cRN r x RF S B5 ox , - 1„ 9 R ® 7418 ± 5, -6 EDGE OF FOOTNG a %4 "PJF I iil�E DITCH \t SEE OR REINF © +1f - -�14 "PJF I c E-4 �- EL 9.56 UNLESS 'NOTED TYP OF 4 1/2 NPW PVC.. O THER WISE ( L' #5 ® 12" o- i- 23.73 It EL 23.00 EW, EF ADDL 2 ROWS HORIZ III. REINF © 6" SPACING =1111 8 T 9 11 - 7'-4" TYPE E (TYP) i o{ ANCHORAGE Ln -- IE 5.60 DETAIL �YB „ = 1'- p„ E -2 �� -- FLG X ;3 ,j OXIDA TION DITCH SEE OR REINF © '/ - -�14 "PJF c E-4 �- EL 9.56 UNLESS 'NOTED O THER WISE ( L' #5 ® 12" Ili= 11- \;III EW, EF ADDL 2 ROWS HORIZ III. REINF © 6" SPACING =1111 7 © ' 12" - - - -_ 1j ' L - FIN. GRADE EL / SEE SH B-1 #5 0 62„ T &B - -- - - -1�lI Ti(f - -- • • I EL 4. DO 1111= =1'li\ 1111 i ----#5 0 12 0 4'- 0" 1)-Ojp1p-6jy N O TE: 1. FOR WALL LOCATION SEE SH E -1. ® -- - - -- 20 -ML l �- - - - -- - - - - - -- - - EL 10.56 = RAILING WASHD0WN FLG X FLG E WALL 120 /01 Swo Eck EL 30.31 NOT SHOWN HYDRANT HOSE AL GRATIN _ -- - - - -- S52 THIMBLE (TYP) R7 � (TYP) ---- . - - - -_ M 16 7 RACK SEE &AP 2g y &,,v D �za2� xJ�,uF v 2- NPW -PVC S44 GS- - Y IN VT EL VARIES - 1' -0" HANDRAIL LOCAT NAND WIDTH WITH 4 DIA x 1 , -6 „ SMOOTH SEE SH E -2 TYP MOUNTED -�/ EIR ATE MFR TYP - ,� DOWELS 9 12" OC -- (TYP) Aoa'�sl (TYP) %2 P JF/ / 21 -0 HANDRAILS L 1 NO TE: . - -- - -- - - - - -- _- -- - - - - -- - - - -- _ -- - -- - - - - - -- - - � NOT SHOWN � - - - --� � - -- - STOP AND DRAIN �E���ES �N �fFjNRAXI_ 9T -- - - -- EFFLUENT BOX FOR OXIDA TION DITCH VALVE BOX, SEE \ r - - #4912" NO. 2 SHOWN, BOX FOR DITCH NO. 1 �i A /S =v'' �zirrE�/szoN (Aw'� i- -' „ -�' SIMILAR, OPPOSITE HAND M642 (TYP) E -3 �_ _ DETAIL 4_ _ `� I EW - EL 24.81 STAIR / 2 LA YERS PLAN ABOVE EL 23.73 LANDING -� -- - " ROOFING WA SHD O WN #4 © 12 " E W +- - FELT L DETAIL M �,8„ _ 1, -0„ E -1 B -1 n! EL 26.81 NOSING BAR HYDRANT == DETAIL 4- � C rRD (TYP) - - - -- � - -� � � „ PJF � • ---- - - - - -, -- # „ __ - -. 'Y8 = 1 - 0 E -1, E- 2 /2 - -� I i - - - -- - -- - 40 - -- - - -- -- - -- EL 21.31 RETAINING W - - - -- \ CONC STAIRS I „ i 4.00 / WALL FOOTING -- - #5 © 12 EL-23.73 - - -- - - 1 %2 -NPW -PVC „ ® „ �� #5 ©12 SEE EW, EF - - NOSING 3 4 PJF - - 3/4; PJF \ S38 - -- - EL 23.00 BAR I �, 12.50 10.56' co _ „ M506 - TOP OF ® NOSING - - -- '1 FOR REINF RETAINING_ ® EW, ® RD � ' SEE II r - OXIDATION # C� BAR SPRAY WALL - - - =- t - --- 5 ©6 - ��- - - -- -_ -, NOZZLE M193 _ \ i y DI TCH - E -3 I BASE SLAB 4.00 EL 15.75 If - -- - - - - -- - X11 = =I i 1 ®6 9.56 OXIDA TION ® -I -I 10.56 � -- DITCH WALL ® I i 2 -NPW -PVC - --- - - - - -- ------- - - - - -- - - - -- - ------- .----- - - - - -- - -111_ IN VT EL 16.00 LAT_ - -- - -- - - -- - -- 314 " P JF -- - EDGE OF - - - - - - - RETAINING WALL FTG PLAN BELOW DI TCH SECTION DETAIL BASE SLAB SEC TI ON, , ,ts wcRMC 1�N8 1 o�?� of way j��9� of wasyl Fri -Ya " = 1,- p „ E -1 s = 1 - Q „ DSGN BJE /JDw REUSE OF DOCUMENTS BAR IS ONE INCH ON ' ' DR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORIGINAL DRAWING. CITY OF PORT 22670 �� �`� �' �� 2S366 B.LAZARO PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL FJ �f(7�E J�NAI�� CHK LA�RMB USED,CN WHOLE OR INEPART,, FOR ANYIOTHERDPROJEECTO BE O �" WASTEWATER TREA NAI IF NOT ONE INCH ON ._ ,.... .... . EL 15.81 FOR REINF SEE E -3 #4 ® 12" EW \f!i EF #6 ® 12 TOP EL 13.5 0 #5 © 12 " -- 3,- T & B p„ - - -- -� } - - - - -- SEC TI ON -Y8 „ _ 1, -p„ I c #5 © 12 " -- 3,- T & B p„ - - -- -� } - - - - -- SEC TI ON -Y8 „ _ 1, -p„ I NUM io 11 -11 -91 StA223b S \t- UJ.UYVU i z �\ �\ LSL 705 ` ` 520 NOTE: L UI CE GATE i i TERMI NA° E PIPE 7 I G -551 —1- �`� 12" B 70W BOTTOM TYP) OFT P SLAB, TYP DEWA TERING i �,� �, _ PIPE PUMP i �r - 501 SUPPORT __ _ _ TYP P-520 -- ! - -- - -_� i I - GUIDE RAIL SUPPORT BRA CKET BY PUMP MFR- - - -- t - 6 -PD -DI - - - FLOOR BOX TYP 6- V120, TYP - YP FLOOR SLEEVE, AL - RAILING J SEE M6 TYP FLOOF�? SOCKET BY PUMP MANUFACTURER rp PIPE M501 SUPF ' T TYP EL _2 STEM D02 GUIDE RISING STE TYP FLGxPE WAL THIMBLE -- GUTTER - DETAIL g << p p p op E-2 /a = 1 - 0 MOUNT ENCLOSURE ON 1 112" NONSHRINK - GROUT & CONCRETE NOISE CONTROL ANCHORS ENCLOSURE BY i AERATOR MANU- FA C TURER 8" SST CHANNEL WITH Y8" x 5" LONG AERATOR MOTOR' ' STUD ANCHORS AT - - -� AND SPEED REDUCER 1 '- 0" O. C. -- - -- - - - -- I\ CONCRETE WALL – 1 PLAN / WALKWA Y EL 26.81 ® ® EL 23.31 MAX WS EL 21.64 (WITH - - BASIN EFFL LIEN T GA TE A T 21.41- FULL UP POSITION VERIFY DIMENSION WITH AERA TOR - MIN WS EL 20.72 (WITH MANUFACTURER -- - - -- - �� BASIN EFFL LIEN T GA TE A T 20.65- LOWEST POSITION) PN J - 1% 1q) OF WASyI - fJ, ;o 25366 N A L DETAIL g tea" 1 ' -0" E -2 DSGN B. EIS __--6-V120, TYP SECTION FLOOR STAND, SEE M70� AL GRATING , _ -- GS -1 CONC BM, SEE E -3 3 #5 CROSS BARS - - -- EL 26.81 T FINISH GRADE MFR EL VARIES SEED WG B- 3 -- -- MJ X PE Ilil-= WALL PIPE - -�, 3 "0A .� DD /� 070 4s" C�6,i�1,-DL Z115, ,s' U - - IN VT EL 10.56 EL 9.56 1 S SECT, DIM AS PER GATE R 4 - #5 WELD TOP B * 8'� TO CROSSBARS YP) - - - v-r i — GAT STEM -- #5 CROSSBAR 1y . - 8pp 61 13 #5 BARS * i SEE SECTION *VERIFY IMENSIONS WITH GATE OPER TOR AND STAND MFR. S TION PLA SATE SUPPORT 4„ = 1,_0„ DETAIL 6D� N %X1 •, 1 El Z -01 CFA? iRR \F_no nwr. TL 1166 REGISTERED - �7��2CHITEEI JACKy PRUSS STATE G� W�SHINGTCr - 42" HIGH AL RAILING (TYP) POST ANCHORAGE TYPE "E" SEE � SECONDARY CLARIFIER - ___ - -_ -- _ _ -_ 522 � N0. 2 SECONDARY CLARIFIER NO. 1 EL 14, 75 - EL-23. 00 - - -- - - - -- -- -- - - - -- - - - -- TOP OF IDGE EL__19 69 - EL 19: VERIFY W MFR TOPOF - - - -- - - -- -- - -- - -- - - - -- -�- -- - - - -- - -- -- t - - -- - - - -- - -_ 1 - ! _ - -- EL_ 17.6 9 -- - - - - -- - - = _? - - -- - -- - - -- - - -- - - -- - - -- -- -- - - RUSTICATION r T = 1 _ - -- -_- -- _ - - - -- _ T _ t- - - - - - - -- - - -- -- - -- - - - - - -- - - - -- - -- - - -- - - - -- - - -- - - - -- _ ? EL_ 15._6 9 - -- - - - l - - -- - - -- - -- - - - - -- - -- - -- - - -- -- - EL 14.50 WORK POINT - -- - - -- - -- - -- - - -- - - - - -- - - -- - - -- - - - -- - -- -- _ Y- - -- -- - ------ _ - - - -_ - - - - -- - - -- -- -- - -- - -- - -- - - -- -- EL 14.46 ®EDGE EL 13.6 7 - -- - - - -- - - - -- EL 13: -6 9� - -- - - -- -___ � EL 13.6 7 L 11 EL _11..69_---- - - - - -- - _ --- - - - - -- - -- - - - - - -- - ---------- - - - - -- -. - - - -- - -- - -- - -- - - - -- ___ - -_ - - - - -- 0•" EL _ -- --- __- _- ___ - -- - -_ -- - - - - -- - - -- ---------=---------- \ - - -- - _ RUSTICATIONS, SEE - - (TYP) � 141 EL 3.50 BOTTOM OF RUSTICATION FLUID APPLIED LUMINAIRE, SEE ELECTRICAL - - - - - - EL 13.50 WATER PROOFING CONTINUOUS AROUND 1 AT BELOW GRADE BUILDING WALLS AT PUMP NOTE: ELEVATIONS NOTED FOR RUSTI CA TIONS ARE TO WORK POINT ROOM, TYP WEST ELEVATION AT TOP OF RUSTICATION, TYPICAL UNLESS NOTED OTHERWISE, SEE DETAIL 141 / 4TYP IGH AL RAILING SECONDARY CLARIFIER 4( TYP NO. 1 - - EL 23.00 - EL 19.69 TOP OF BRIDGE rL 58 - - -- - (VERIFY W/ MFR) - -- '_ _ - -- - -- � _- � - -- - -- - - - -- T - J - � - - - - -- - - - - -- - �_= _ -- - -- t - - - - - -- - - - - - -- EL 14.5 0 - - -- t _.. -- - - - - -- - - -- - -_ _ - _ __ - -- - -- --- - - - --} - - -- - - - - -� _- : -- = �- -- -- - (EL - 14.46 ©EDGE - - -- - - - -- - -_ -- - -- EL 13.67 EL 11.6 9 T - - 20" PIPE, EL 10.50 EL 9.69 PS -111, TYP AT - - -- -_ _ EXPOSED EXTERIOR WALLS - " -- - EL 3.5 0 -STOP RUSTICATION 1' -6" EA SIDE 1 i OF PIPE (t AT WALL PENETR A TION NORTH EL E VA TI ON (SOUTH EL E VA TI ON SIMILAR) C1Ff�11HIL (t PUMP STATION -- 42" HIGH AL RAILING POST ANCHORAGE SECONDARY CLARIFIER STOP RUSTICATION - -- - -- -- SECONDARY CLARIFIER TYPE "E ", SEE NO. 2 AT STAIRS, TYP -- - -- - - NO. 1 522 EL 18.25 - - � _.. � - - -- - -- - - � - EL 230.0 - - -- - -- - -- - - -- - - - - -- - - -- - - - -- -- - - - -- -___RUSTI CA TIONS, SEE -- - - ! - - -- j (TYP) - -- � - - - -�- _ �_SIM � � - -- - - - -- - -- -- - - -- - - -- - -- � TYP 44- -- -� -- - -- - -- -- - -- -- -- } _.. - - - -1- - -- -� -- - - -1 -1L __ ' -- - - -- -- 14 - -- - _ - -- ' + - - -- , - - - - -- - - -- -- -- - - - - -- - - - -- - �- - - - -- �--� - - -- / 141 -- -- - - -- - - - -- - - - -- -- - - - - -- - - -- - - -- -- - - -- V - -- - -- -- - - -- _- - - - -- - - - -- - - -- - - -- -- - - - - - -- - -- -- - -- - - -- - - - -�- - -- - -- - - - -- - -- - - } - -- - - �_ EL 14.50 I- -- -- - - - . - -- - - + -- - - - -1 - -- -- - _ Y - - - - -- -- - - - -- -- - - - - -- - - - - - -- -- -- - - - - -- - - -- - - - - -- -- -' -- -- EL 14.46 ® EDGE -- -- - - - - - -. - - - -- ) EL-1-3.6-7 - - -- - - - -- --- - - - - -- - -- EL 11.69 - - - - - -- -- - - -- EL-9. 69 - -- - -- /_ FINISH GRADE BEYOND 6' -2 114" FINISH GRADE -- - - -_- - - - _ - -- - -- - - - - -- - - - - .- - - - - - - -- -- - - - -- - EL_3.50 I I�I FIXED DRAINABLE 1 1 LOU VER, SEE 139 EAST EL E VA TI ON Io 11 -11 -91 SEA22388 \F- 100.DWG z- CLARIFIER 86'_0, CLARIFIER NO. 1, EXCEPT OPPOSITE HAND. 3. FOR OPNG REINF, SEE S6 "'iNERMCRANTZ DR B.LAZARO cHKL.ARAGON APV� PETERSON N0. DATE 6. FOR LOCATIONS OF UMP PADS AND PIPE PLAN AT EL 5. OO PENATRATIONS SE SH F -6. /a =1' -0" DETAIL I i I I I 11 -.3 -91 SEA22388 \F- 200.DWG I EDGE OF WALL BELOW � AL RAILING SEE 9(T YP) - POST ANCHORAGE TYPE "E" F -3 IAIA i vinin v c,i nnc Hint � �n��cnne�� v oc-rl,niccn� �r � � nn L! � F -5 10'-4" T .CLARIFIERS (,4DD 3) 4 0 F-4 PRnVInF PFAM Pn(;KFTS SEEC (SI M) F-3 NO TES: Q 1. FOR BEAM DETAILS, SEE F -5 2 ALL PIPING AND DETAILS FOR CLARIFIER NO 2 SHALL BE THE SAME AS THOSE FOR CLARIFIER NO.1 EXCEPT OPPOSITE HAND. PLAN ABOVE EL 23.00 3. DESIGN LIVE LOADS FOR ELEVATED SLAB 20OPSF. %4" = 1 -0" f DSCN REUSE OF DOCUMENTS VERIFY SCALES SECONDARY CLARIFIER & RAS /WAS SHEET F -2 .W MCRANT THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON DWG 73 OF =158 vy DR PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF PORT TOWN SEN D PUMP STATION - •BROWN SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE N . o WASTEWATER TREATMENT PLANT DATE NOV 1991 �. CHK USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT JEFFERSON COUNTY, WASHINGTON STRUCTURAL AND MECHANICAL ADJUST L. ARAGON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. IF NOT ONE INCH ON SCALES ACCORDINGLY. TOP PLAN PROJ SEA22388.RD APVR PETERSON N0. DATE REVISION BY APVD OCH2M HILL., INC. N0. l 11- 11 91 SEA22388'\F-- 03.DWG i R = 25' -0" AL RAILING 11-6", 8" 2, -O„ 8„ 3' -10" SEE T YP) ��9) POST ANCHORAGE -� EL 18.00 TYPE "E" #5 ®12" - N Q \ .� N 3 - #5 — Lo � • _� �- #5 © 12 " EL 14.50 - - �. - EL - -- „ cn GROU T, MA X. EL 15.42, #4 12 „ o CL MIN EL 14.8 7, SLOPE \� #4 ®12 N W O FROM HIGH POINT TO T &B N Z' EFFLUENT BOX • SEE PLAN S H F-3 - - -- - - -- -- - -- - - - -- -- ©� i HOOP ___ o_ BARS -- -- N REINF - - -- -- - -____ -_- I - CLEARANCE • - RUSTICATION - - - - - -- - - - MEASURED SEE 141 FROM OU TS OF WALL • - - - - - -- #5 ® 12" EF SEE S CJ S 11 - -- #6 ® 12 " EF SEE - -- _ (TYP) 1, -O„ 1, -O„ o C) `� O 2 GROUT - - -- -- ► - I W = / TOP OF © N CONC EL 3.50 - cl� 2" Gf \ FILL #6 © 12" E W, T &B SEE PLAN SH F -1 \ - -- Dl - • z __ ---- -� ---EL -1.50 10 -RAS /WAS -DI CONSTR i - -- • �- - ADDL 3 SETS o w w� JOINT - _-- - - - - - • � -I— _ -__ - - -- - - -- - - - -- -- -- - - - -- -- _ _ HOOP REINF - w`, EQ SPACED Ln #6 ®12 E W - W/ MAIN REINF i _l SEC T/ ON ti t %2„ _ 1, -O„ F -1,F -2 EL 3.50 1 EL i0.5 0 1 - - - \, 3-#5 SEE PLAN SH F -1 SECTION K %2" = 1' -O„ F -1 "'6I WERMCRANTZ _ DR B LAZARO 3 CHKL.ARAGON APVD D.PETERSON No. DATE EL 14.50 10 ", 7' -10" 10" - TOP OF GROUT EL 14.67 O N � • F- 3, -0„ REVISION GROU T i iC) f i WALKWA Y 20 -SE -D1 —FOR REINF • SEED GROUT FILL ,j --- -____� � -- - — -- J I'll I ELVT 1.00 EL 9.34 _-- OPNG REINFORCING • • SEE (TYP) . S6 SECTION Y /2„ = 1,_O„ SECTION X - EFFLUENT DROP BOX DETAIL 3 /2„ _ 1, -O„ F -2 0 PLAN - -- EL 18.00 VERIFY SCALES CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFER SON COUNTY, WASHINGTON SECONDARY CLARIFIER & R WAS / PUMP STATION STRUCTURAL SECTION AND DETAILS SHEET F- 3 EL 17.42 BAR IS ONE INCH ON ORIGINAL DRAWING. �� IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DWG G 74 �F N0. DATE NOV 9g� PROD ND SEA22388.RD BY APVD _- LAUNDER • / IN VT EL 14.67 • / _ - WALKWAY TOC � TOC EL 14.50 % %" TOC EL 14.50 i / ,! - - -- EL 14.46 #4 912" /n(Doo W/ STD 90° HOOK EA SIDE EL 10.50 " ROUT EL 9.34 ij _ -- - t 9 i SE77�EMEN7 a� sT�ucTu,ZF #4 © 12 " �._ - y y v.4r ,Vc �iv0 vEZi�c�lG �sPE � Lou PG2'NG i�vfiPT_F C1lOV Ae2 FOR SLAB AND WALL_ REINF, SEE TOP OF CONC -- -'. -- EL 5.0 0 - - -- -- - - - -r. T- - - EL 3.50 - _ 20 -SE -DI TO CHLORINE CONTACT —FOR REINF • SEED GROUT FILL ,j --- -____� � -- - — -- J I'll I ELVT 1.00 EL 9.34 _-- OPNG REINFORCING • • SEE (TYP) . S6 SECTION Y /2„ = 1,_O„ SECTION X - EFFLUENT DROP BOX DETAIL 3 /2„ _ 1, -O„ F -2 REUSE OF DOCUMENTS THIS DOCUMENT, AND THE IDEAS THE AND DESIGNS INCOR- PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SEAVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE OR PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. ®CH2M HILL„ INC. VERIFY SCALES CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFER SON COUNTY, WASHINGTON SECONDARY CLARIFIER & R WAS / PUMP STATION STRUCTURAL SECTION AND DETAILS SHEET F- 3 Gb BAR IS ONE INCH ON ORIGINAL DRAWING. �� IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DWG G 74 �F N0. DATE NOV 9g� PROD ND SEA22388.RD BY APVD w . ~ - ~ - '_ ~ ATTA~:Hiv1ENT 1 ~ ' ~ ~' . --#-~.__ - ADDENDUM NO. 3 CONTRACT DOCUMENTS for the Construction of the PORT TOWNSEND SECONDARY WASTEWATER TREATMENT FACILITY PORT TOWNSEND, WASHINGTON Page 1 of 1 THRUST COLLAR AS SPAC/F/ED 9" UNLESS OTHERWISE ,o o. SHOWN ON RESTRAINED JOINT °' ~ ~° ~,_~„ o o' .o o . PLANS FOR USE.W/TH •. ~°' °~'~° RETRAINED JOINT P /PE ~ ~~ ~ :° °~ ° °~ ~ o o :. ~ M844 -J-----------t------i---I-I--------I-1-la-----~ - DI PIPE M843 (TYPJ o~ ~~'o 5" o o~ REO'Dx FLG D I WALL PIPE SEE NOTE 2 INTERIOR SIDE PIPE JOINT Mggp (TyP) NOTE: 1. COAT. WALL PIPE W /TH PAINT SYSTEM NO. 2A PRIOR TO CONCRETE PLACEMENT. 2. ST EEL RE I NFOR 1 NG SHALL BE KEPT 2" CLEAR OF WALL PIPE. EXTERIOR SIDE WALL PIPE M601 C~~~3~ .. ... .. y " r . iw 4 Y.. _. . ti ... ~ ~.. ... ~ _. ''` ATTACHMENT 1 s A D~ENDUM NO. 2 to the CO OCUMENTS for the Construction of the PORT TOWNSEND SECONDARY WASTEWATER TREATMENT FACILITY PORT TOWNSEND, WASHINGTON Page 1 of 1 THRUST COLLAR AS SPACIF/ED '~ - 9" UNLESS ~ ,,%' OTHERWISE o ° . > SHOWN ON RESTRA 1 NED JO l NT I,_~„ ~~ o o ~'~o~° . PLANS FOR USE W /TH ~ ~`~ ' °' ~ ~° . • ~. RETRAINED JO 1 NT P 1 PE ~ ~~ ~ ~ ~° t;: D I PIPE M843 (TYP) LONG PATTERN RJ X RJ SLEEVE _ P / PE JOINT M840 (TYP) .' NOTE: 1. COAT WALL PIPE WITH PAINT SYSTEM NO. 2A PRIOR TO CONCRETE PLACEMENT. 2. STEEL RE 1 NFOR 1 NG SHALL BE KEPT 2" CLEAR OF WALL PIPE. ~,~;. ° ° ~ REO'Dx FLG D 1 5~~ o ~°.' WALL PIPE SEE NOTE 2 '~~~ ~ INTERIOR SIDE WALL PIPE M601 ~~1~ ~~ iYD~~ ~~~ ATTACHMENT 2 ADDENDUM NO. 3 to the CONTRACT DOCUMENTS for the Construction of the PORT TOWNSEND SECONDARY WASTEWATER TREATMENT FACILITY PORT TOWNSEND, WASHINGTON Page 1 of 1 DUAL STEM GATE SINGLE STEM FLOOR OPERATOR FOR STAND GATE OPERATOR GATES G-531 AND G-532 FOR GATES G-611 AND TOP OF FRAME G-612 i-1/4" DIAMETER MINIMUM 316 STAINLESS io STEEL STEM (TYP) io ~P OF WALL 6" TYP" A A INVERT SEAL SIM TO FOR GATE AT INVERT - EL AS SHOWN IN THE SLIDE GATE SCHEDULE IN SPECS 2 C7 w 2 w F- a c~ ~' MAX IMUM 1'-6", TYP NOTE: BOTTOM SIM TO DCHANNEL WIDTH I SEE SLIDE GATE SAND NOMINAL SCHEDULE IN SPECS. GATE WIDTH ELEVATION 3.. I----- ----1 I e,p.;o.p I I 4" M I N III / iI o 5~8,~ MIN 16., • 316 SST AB i I o 0 I I .:~. 1" MIN NON-SHRINK ° GROUT SEAL ~~ FRAME SLIDE , PLAN SECTION ~~ NTS SLIDE GATES M016 NTS