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Home My WebLink AboutSecondary Wastewater Treatment Facility - 1991CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF THE - 60 it %0 w 40 "low ap %" %up oft go VOLUME 4 OF 4 DRAWINGS CITY OF PORT TOWNSEND I WASHINGTON For Information Regarding This Proje'fi Contact! DAVID PETERSON BELLEVUE, WASHINGTON (206) 453-5000 Ad a "I �lliia, kllAl' "LJL"IIU MUILLL�ll kit "a Uka�- aL, � 3 > d 5 I J NOVEMBER 1991 SEA22388'.Al I 0 2000 4000 SCALE (FEET) 441) tic �S D 25366 FSS/0NA`L �L-,OCATION MAF, ®r DSGNC. BROWN 1DR C. BROWN CHK B. EIS ` .=wx^' APVDD PETERSON NO. DATE REVISION 1INT WILSON D PUGET SOUND 0 50 SCALE (MILES) VICINITY MAP. e � v I iwIM --. , .... -. ,. . .'_ ..: x. :x- .... ... ,. .s -. 's.. ,,. _. n .r. r. :. S a. :. y -v. a. :., { ,. .. 2 ,,'+� a, :: -... x ,. , .. a , a r ry i :. x. 1q .. .x.,+a 2 ..: k., ... .. Y , . -N. r�, -, t ., S ,. ,.� k., N a. � ,.. .. i. S - x . a _ .. r z s ,.. ..... .. , ,p; r. ... 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F: }. 2. F '_.. ,k,. np -, f , t...x... ....: �.: -,e>x : m" ,`3=,. �. ,f $ �.. �- i. :...-� k-.,... yy EE �: f s .s -� §. ,@ �iY ry„ � f.. +1 t : 'he e. g x a- x - Y _... ,.. x. � .,. .. ,,, .. .. ,. - € q .. , j.,?.x ,. .1.. ':, .n... s.. i�R,w,53.xx.,...xi.�'.,u ,: a_.,, ,..r«,.. -_.w.a ...�_. _.: ..s. ..:.N.�. .... ,.,t a�i,-. �,.'., .. .f x...�:<>:...a�. r .�,.YS§..7 ��.x�., I 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 SI TEWIORK & VI L B - 1 EXISTING CONDITIONS, DEMOLITION PLAN 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 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 MECHANIICAL 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 NO. N 0. N 0. HEADWORKS BUILDINGONT� EXISTING SPIRAGESTER MODIFICATIONS ELECTRICAL (C 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 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 p - 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 _STAY) 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- O 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 DETAILS ELECTRICAL 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 CHLORINE CONTACT BASIN L- 4 MCC ONE -LINE DIAGRAMS 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 L- 11 HEADWORKS BUILDING GROUND LEVEL LIGHTING PLAN/UPPER LEVEL LIGHTING/POWER PLAN 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 SEN D 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 INDEX TO DRAWINGS PROD WITHOUT THE WR IITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST N0. SEA22388.RD ©a- SCALES ACCORDINGLY. REVISION BY APVD M HLL 1 r i ... ,0 .... 11-11-91SEA22388/A--03.DWG t U -� - 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 DIAL 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 PRESSURE GAS CHLORINE (PRESSURE) 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 BOD5 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 W2 PLANT SERVICE WATER CONST CONSTRUCTION HDR HEADER PRCST PRECAST V VENT 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 RAID 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 ON THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON C 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 z 0 a L Z w 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 �02 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 CB OR nAD 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 + 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. EIS 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 R . 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 I FIN G7 EL" IIil-yl .0 /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 P E TES SHALL BE P 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. L. TYPE AS SPECIFIED ;\�_ NONFREEZE POST PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF HYDRANT MECHANICAL EQUIPMENT. —tom-- ELECTRIC VALVE ACTUATOR M43o VALVES AND H ANICAL 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 CPVC 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'crTwaRK� STA�/�l`ESS STEAL DucT /S.S"4o fAd 0..3) STL MILL TYPE STEEL (GENERAL) 15060- 5 04 MISCELLANEOUS LEGEND: STLSP MILL TYPE STEEL (SIPECIAL) 15060 PP POLYPROPYLENE 15060-25 IN nInr A KI11 I—I_TTIKI(, C`\/AAF7nI 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�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\AICEDISETRHE PROPERTY OFS AN RC 2ENT M HILL AND ISSNOTN TOBEO �" 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 PROJ N0SEA22388.RD . 11-11-91 SEA22388\A-06.GWG 11-11-01 QZV A))zRk /A - r) 7 F) WC �m C: i 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 OCHLORITE 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 10.010.0 INFLUENT EXTREME o SEWER 5.5' HHW 7± (OBSERVED) 5.0 _77!n5.0 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 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 -15.0 -20.0 -25.0 -30.0 DATE: 11-13-91 FILENAME:SEA22388/B-100D.DLV I I d 1 5 1 s Z O 0 LL z *' w 0 J j o cr W p J 0 a- LL 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 I NE) ABANDON AFTER USE TRANSPLANT FOUR EXISTING PINE PROPERTY LINE ALIGNMENT. SHOWN LOCATION IS APPROXIMATE. DURING CONSTRUCTION ION TREES TO ONS I T E 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 IST ING TREES ' AND VEGETATION 0 I TO REMAIN 1 FOR MODIFICATIONS INSIDE T O OUT FALL / TREATMENT STRUCTURE I SEE SH H-1 MH E-1 SPIRAGESTER 18 "PLE 12 "C I FOR MODIFICATIONS OF j 8 "GS EFFLUENT EXISTING SP I RAGEST ERS ; SEWER TREATMENT SEE SH H-3 AND H-4 STRUCTURE SPIRAGESTER PLUG j F UG ENDS OF EXIST 6, CI� 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 ONS I T E 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 FOR CONTROL REMOVE EXISTING 8" SEWER oS CONT RACTO STALL 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 1 0 SEE 8-6 FENC RIOR TO START OF CONSTRUCTION SEE NOTE 28 , I SH C-1 00 .. _ . . _ .. _ . . _ . . _ . . . _ .. _ . - - I - SEE NOTE 7 CAP WATERLINE N AS APPROVED 8 �S N \� \\ 6,1W 6 W ----------------------------------------------------------- 7EX/STTGREES \ RELOCATE KUHN STREET — — — --- — — ---- TO-P-EmA710,-7Y'F --- -- — ----- ------------------------- ----- ----- —----------------------------------- -------Gv------------------- `�' N N N N EDGE ° 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 P' 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 nATP- 11/11/cl1 .. i w t� 0 Q a0 w 'WE 0 0 z 0 Q U_ LL z w 0 FII PN.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 E 1205.12 (SHORELINE). SEE NOTE ON SH B-3 E1195.84 2 B_g 1195 NORTH LAGOON _..-.._.._.. ,- N 00° 58' 05" E - 549.83' 10.0' / .._.._.._.._.._.._.._.._. _.. _.._.. .. .._.._.._.._.._.._.._ 15.0' • - -' j MAN ACCESS GATE / • SEE® I g_9 i I CHLORINE CONTACT . BASINS N 1210.28 1 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 N 1401.38 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 ❑�N0.2 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 N 1224.5800 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 E-5 - 0) FENCE�� AsPftkT �. 67.5 AD B 5 „ CO I N1321.50 V8 0 OXIDATION DITCH NO. 1 ; Z 1� DRIVEa.e jE>2 R30 GUARD POST SEE NOTE 3 E 1084.81 N 1275.51 i ROCK WALL (TYP) SEE C I '� i" Q� o CONCRETE E1084.04 I t g-5 RB N1262.64 PT i oa .0 B-5 � ,,�°16.00 CONTROL SIDEWALK •� o CB E1081.48 N 1 9.91 i y a.h BUILD 1 NG SEER20 GCB .65 O N1 40.4 SIDEWALK OXIDATION DITCH NO. 2 E1041N107�.85 GRAVEL DRIVE ASPHALT E 1 47, 88r CB (�E O MH CONCRETE - �o E 1040, 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 ROCK WALL N 1508.36 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 EO.O 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 E1020.03 ' �ASEE o POWT OF BEGINNING • _ . _ AA.(3 MH o / DIAMETER REBAR WITH - --••- - -• -.. .._.._.._ -•• •-•• - .. B_g O N L.S. 20642 NYLON ID CAP N1549.75 �O -p _.. - ---- -•-- --••- •-.._.._.._.._.._..MH E1009.28 Q` �� one _. _. _.. _.._..--•-----•- _ 4"X 8'-6" WHITE N •000• 58'• 05" E-549.83'• , 58 -0 . PAINT STRIPES SYSTEM N ,gyp ,per N 1508.73 E 1003.59 NORTH ACCESS ROAD -------------------------- ----------------------- -------------------------------- ------ ---- -SOUTH ACCESS ROAD 60.0°�� N1509.10 RETAINING WALL, SEE( V (t KUH STRE ----------------------------------------- ------ ------------------------ E 978.7�3 C-22 �. e A l NOTES. ¢ r N1225.55 APPROXIMATE 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 N959 3149 2. GRAVEL DRIVE SHALL BE 3"' DEPTH OF 314" CRUSHED ROCK, SPEC I F ED AS GRANULAR PIPE BASE IN SECTION 01I--- ,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 I F I 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' CK-MHILL M CHK R. ... AFIVD 'D. PETERSON_== LEGEND - •' PCC PAVEMENT AND SIDEWALKS 4 .V: 7771 ASPHALT CONCRETE PAVEMENT, SEE VIAB-4 CRUSHED ROCK SURFACE, SEE (S I M) g_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 HYPOCHLOR lT E TANK CHLORINE CONTACT BASINS M-2 1620 BASEMENT - SECONDARY CLARIFIER/ M2 /B4 3725 1 -- PUMP ROOM OXIDATION DITCH M2 13920 1 -- REUSE OF DOCUMENTS y'mmmmu 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 JAPVDI ®CH2M HILL I SCALES ACCORDINGLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON E567.7639 TREATMENT PLANT COORDINATE N 1000.00 E 1000.00 SITEWORK/CIVIL SITE PLAN SHEET B-2 Dp G 9 OF 158 DATE NOV 1991 PROO N. NO. SEA22388.RD 3 D y DATE: 11/4/91 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 12SD@7.8� 16 "SD@3% 18 ®18.0 R50 15.6 10.9 DIGESTER NO.1 (EXISTING) 20 ��`' RE 14.40 11.0 ® \ I �� II �� 11.42 _ _ m _ �+ Q IE(OUT)10.63 q„ PERF CPP g.48® CD; MIN �.\ I s�, " ,.� 5.00 Gg ° UNDERDRA/N (TYP) i 1.67®' 10.0°k� - 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�7 / 5.00 /// 5.00 - - - - - - 1 - _ _1� _ _ _ 17.50 2016.25 �.,;5 15.38 CB 2 117.7 1 E 14.0 0 s�rL R6 G - RE 15.00 CgNN !� - ""` CB CB MH 15.46 IE(IN) 9.50 / 1 SD@6.0% R TREATMENT PLANT 26 I 118.1 77.83 17.04 1 18• 4 RE 15.00 i6.33 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 OUT FALL J IE12.50 I ® 1 14. 0 ' N 19zo �' I - - - - - - - --1E--(IN) 10.25� I --T-- IE(OUT) 4.00 f IE(OUT) i 0" 77.83 8.00 IE(OUT) 10.15, I 15.46 '/ 1 ® 1 IE I CB TYPE ll i / OXIDATION DITCH NO. 1 ' 28 CIE 13.75 i14. 8 RE 14.00 WETLAND/ 1 STORM i 3 1E 14.40 - - - - TW 17.88 1 IE(1N) 7.32 SEDIMENTATION 4 20.1 R I O•,, ®14.88 14.88 �; / OUT FALL,fr` j I 17.33 / E 13.25 16.92 �. (CONTINUOUS) / 19.b0 �I R� 17.00 117.33 i // I I IE(OUT) 7.32 J� rc BASIN SEE 2 ��, 8 SD @ 1 % SEE NOTE 6 - - 17.33 -- dr-12 "SD '�� 16100' I / 1 .00 i 00 I@ 1 / CB TYPE I I 75.75 5 WIDE r' CONTROL lE 14.65 - - - - - - - -Q-! RE 15.30 j 00 SIDWALK OXIDATION DITCH NO. 2 i 11 I 17.50 BUILDING 7.33 IE(IN) 8.05 CO 160 17- IE 15.10 ROOF DRAIN 1750 1 OMH 15.75 /E(OUT) .87 `* I 6 - (TYP) 5.75 11 I PARKING LOT TW22.00 17.40 . © I ® ® MH 0 16.64 I I j f25.75 T 5 .0 i 1 g_5 i I O WITH IE 14.90 I I 17.33 16.43 16.65 16.97� 4" PERF CPP RETAINING WALL IE 15.50 IE 15.50 77.50 ® CB TYPE ll �� UNDERDRAIN(TYP) U 7.4 I 17_50______ 17.4 --- __ I I TW19.00 TW18.00 RE 15.30 ®17.38� �� 26.95 - - - - -o _ _ _ i 20 1 01N) 8.55 - - - , r - _ M TW 0 W20.00 IE(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 'ahe� 5 I s • o-k'Ohs'e�G, 0-7 r APPROXIMATE MAXIMUM EXTENT OF SEASONAL HIGH WATER LEVEL s` (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- 70`- 7000 �� - _ r _•_.. .._.._.._.._.._.._.._.. _.._.._.._.._.._.._.._.._. .. _.._....... ...... _.._.._.._. 20.0' lit 2 0.4 (APPROX) -- __ 4 B IOF 1 LT ER CHANNEL � CHLORINE CONTACT (WET LAND 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 8-10 EL 2 2 11.08 11.00 9.00 7.00 \� 1� APPROX 5.00 5.00 �0 EL + 1.0 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). Q1 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 I I Q" J 0 ¢ � w 0 w 0 i I i 1 LL 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 TREE 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 1 E 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 �.IRISH REUSE OF DOCUMENTS ¢ THIS DOCUMENT. AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON � S I TE WO R K / C I V I L 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, WASH INGTON GRADING PLAN _;' APVD THIS SHEET, ADJUST NO. DATE REVISION BY APVD � �; r° FAR.. °.� « 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 - ---- -- --------- - ---- --- j -- 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 SEE DETAIL �(SIM) (TYP) -10 - STRUCTURAL FILL -10 -- SEE GENERAL 2' MIN NOTE 4 --- (TYP) SECTION I � � 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.._ 10' B-3 DETAIL N TS DRAINAGE DITCH WIDTH VARIES GENERAL NOTES: ------GRANULAR FILL � � ; VARIES � r 1. 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 OR 3: 1 OR 27(TYP) FLATTER SURFACE SO THAT GROUNDWATER DOES NOT RESULT IN, OR CONTRIBUTE TO, SOFT SUBGRADE FLATTER /--- CONDITIONS. ANY MATERIAL SOFTENED OR OTHERWISE MADE UNSUITABLE AS A 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 MATERIAL. 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 (1 114" 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 T 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 2 _ 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 -- -- __ _Ilil 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 F,LRUCTURAL GEO TEXTILE — PLAN SECTION MIN wiD TH CURB AND EXPANSION �--- -- -- AS-SPEC"D---- - JOIN T DETAIL I(n GRAVEL OU TFALL 2 TYPICAL TRENCH DETAIL 3 N rS B-1 N Ts B-3 NTS B-6 5'-0" (TYP) SLOPE VARIES , o 0 1 0 ' TOP 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 B00T BASE � DESIGN ROWY WIDTH BASE -- ►; ----{- FINISH GRADE 27. ROCK (� ASPHALT CONCRETE - -► I _ -- DEPTH OF BASE (d) �•- - - - - - •-I - - co GUTTER \ r Goo 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 VEMEN T SEC 770N 2 AN WALL DETAIL 8 FEET 12 INCHES 5-MAN 2-MAN B-1 GRA VEL WAL K 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 V ORK DETAILS OS D.PETERSON N0. DATE REVISION BY APVD ©CH2MHL1. SCALES ACCORDINGLY. SEA22388.RD nnTC. ��/��/o� Cii Cn1/�AAC•cCnh��QQ/Q_�nnn ni v 1 1"". NI IV ll-\•V` • ' I 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 4L IE 1.O AND 5.50 I 24-PLE-DI v1 MH E-1 (� I CHLORINE CONTACT`_ _ SECONDAR C� SECONDAR N1145.8 4-NPW-DI BASINS C20 I CLARIFIER RAS WAS CLARIFIER TO EXISTING � SEE NOTE 8 �� NO.1 PUMP STATION NO.2 OUTFACE j AND SHEET 8-7 3/4-W2-COP j DIGESTER NO. 2 6-SSM-DI i 1/2-CS1-PVC2-W2-PVC 18"-PLE-RCP - IE 5.30 2-W2-PVC 1 1/2-NPW-P M846 10-RAS-DI '8'/ TREATMENT 1 1/2-CS3-P C A�F 6-OF- I 1 3 PW-P C 20 SE -DI i a STRUCTURE - - T 314-WI-COP . SEE NOTE 8 DIGESTER N0.1 1 1 1/2-CS2-PV, 846 EXST INFLUENT/EFFLUENT 8-ALP-DI 1 4-NPW � ddA3 \ STRUCTURE, SEE SH H-2 00 4-NPW-DI CS CS4 1 CB 0 CB 2-NPW-PVC 2 - 18-BYP-PVC UNIFORM SLOPE --�- 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 CONNECTION AS REQUIRED -p TO EXST PIPE. PROVIDE BENDS AND _ 1 1/2-CS PVC 6DS-DI HEADWORKS , 0 CB 8-ALP-DI 24-ML- I ((Aj} CB Nb AD 6-O � �y ; r 1-W 1-COP _ - - ----_ __� j MH C-1 - 3-NPW-PVC 20- L-DI1Ay) N1426.5 M 4s OXIDATION DITCH NO.1 1 E1104.7 ' 6-D-PVC ❑ CB 6-SSM-DI j SEE NOTE 8 4-PD-PP NEW 6-D-PVC 1 _NPW`'"P" , SLUDGE AD 8-ALP-D 6 Sf' ; CB �3. 0 i 18-GS-' LOADING CO SEE N E 5 I # 20-ML-DJ,"'2 j RISER 8-D- I { , k3.) SEE 4-NPW-DI CO CO` 2-W2-PVC 6-DS-DI c ' ' 4-GS-PVC AT DISCHARGE M846 TO INFLUENT; OXIDATION DITCH NO,.aK :M430 24-GS-DI M8463-GS-VC <A i 4-GS-PVC CB O O WET WELL CB (TYP) MH A-1 CB 3-NPW-PVC- 1 © N 1314.34 • ❑ SEE A i CONTROL B-8 E 1047.9 k y a BUILDING 3-NPW-PVC , 4_W 1_ D PPO MH A-2 1 1 N 1282.44 a 18-GS G� E 1031.7 ' M846 ._.._.._.._. _.._.._.. .._.._.._.._.._. _.._.. .._.._.._ _.._.._.._..._.._.._.._.._.._.._.._.._.._.. .._.._ ._ .._.._.._. .._.._.._.._.._.._.._.._.._.._.._.._.._.._ . _ 18 GS _ -� 2"-W 1-COP -� . � - ',� M848 SEE Q (D R` ;14 M848 (0 t 6-W-DI 00 „ 6 1,W 6 W NOTES: ------------------------------------------------------------------ --- -------------------------------------------------- - ----- _---------------------------------------------- 1. SLOPE ALL NEW GRAVITY SEWERS AT A UNIFORM ) EXISTING MANHOL MH A-3�� '� --- Dc t < ; WATER METER TO BE SLOPE BETWEEN INVERT ELEVATIONS CALLED OUT INSTALLED BY CITY KUHN ROAD SIM ( s I l„} IVIH A-4 �8�/ EXISTING MANHOLE ON MANHOLES. SEE SH B-7. N 1281. 4± N 1245. 4 I ' '- N 1157. 4 OS N 1045.1 *- SIM - a _ E954.3 t E 1004.9 �'` 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� ��,�� 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 I 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 M846 go southwest 29 feet, turn with a 45-degree bend and go west `r approximately 14 feet, turn with a 90-degree bend and go approximately ELEVATIONS FOR �It=t EXST 6 W 14 feet, and terminate at Oxidation Ditch No. 1. 3"-NPW-PVC 8• FIELD DETERMINE ALL INVERTT 1 1/2 -CS4-PVC - � + EXISTING MANHOLES. PRESENT THESE TO THE 6X4 MJXF TEE ENGINEER AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO CONSTRUCTING NEW MANHOLES. DETAIL 1 DETAIL 2 NT S NT S O DSGN A.BLAYLOCK REUSE OF DOCUMENTSI S I TEWORK/CIVIL SHEET B-6 THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND DR DWG A.BLAYLOCK PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. NO. 13 OF 158 SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO 0 i" WASTEWATER TREATMENT PLANT �.off, v CHK JRMIL�ER BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASH INGTON YARD PIPING PLAN DATE NOV 1991 WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET. ADJUINCH APVD D,PETERSON NO. DATE REVISION BY APVD OCH2M HILL SCALES ACCORDINGLY. NO SEA22388.RD a C M nATP• 11-1-'-Q1 PH 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. NT S NT S NT S 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 1 E 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 NT S NT S NT S 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, ISTHE 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 I , CONSTRUCT AS 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 LL z w 0 r a J o nATr:• 11_1'2_a1 GII r)1 V Y i O ti LLu LLu �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 1 112" COVER AT BOTTOM FACE, TYP UNLESS NOTED 1-#5T&B 1-#& T & B 1-#6T&B ADD 1-46, TYP 3 PLACE 1-#5T&B 1-#5 T & B 95 AT 6", 96 AT 6", TYP 3 TYP 3 PLACES PLACES 48 " 3'r FAN 2-#6 — '\ SEE MANHOLE TOP N / � � DETAIL, � I I 1 48" DIA MANHOLE "' /I WALL SECTIONS w � TRANSIT ION SLAB SEE DETAIL c� w 72" DIA PRECAST o MANHOLE 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 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 Illl DROP ASSEMBLY -MANHOLE A-2 NTS 48175411 X 24" 72" X 24" 72" X 4811 MANHOLE TRANS IST ION SLAB 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 sl01 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, WASHING TON 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 T ION SLAB \� SEE DETAIL 3 1 I i 0 IL- \11 0 00 ° �° ° 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 SHEET B-8 NO 15 OF 158 DATE NOV 1991 O. N 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'-oil 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 MB S 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 1 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 10 -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 I I 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 QQ 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, 1 1 o I � _M N II.eo, 'o 1 N 1e.oI '0 FACILITY ENT RANCE o' -°`+ CONCRETE ENCASE ' . 0 1-1 ° i -o 01 +. ° o.°, 10 ° SIGN SEE ' .o �0. A AS SPECIFIED _�, .o 40. , 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 3S0 ENAMEL AND ACRYLIC LENS; 6-011 FLUORESCENT, 208-VOLTS, SWIVEL BASE, 1-F40-T-12 C.W. LAMPS; KIM CAT. NO. 3075N, OR EQUAL TRUSS ROD FINGRADE � PHOTO CELL TOP GATE HINGE PLUNGER ROD 0 IIII=IIII o �i.,� _alj) CONCRETE STRETCHER BAR _ --1 <<_ 1 CF _- 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�� FSs�O C.M BLACKWELL SERVICE, IS THE PROPERTY OF CH211M HILL AND IS NOT TO IN HOTTON IN PART, OTHER 0 T' WASTEWATER TREATMENT PLAN I MISCELLANEOUS DETAILS DATE NOV 1991 CHK JRMILLER BE USED, HPROJECT ION OF IF NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON PRO,, NAL WITHOUT THE IZFOR THIS SHEET, ADJUST SEA22388.RD APVD D.PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. NO. FIOTG• ll-1n-Q1 fzII ni z �I _0 a U LL �I z w 0 a J o � 7 j o � � J � 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 n 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 w w 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=III 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, WASWINGTON BY APVDI CCH2M HILL SCALES ACCORDINGLY. c w ti �w Lu I� =O Q= ZC0 OU)j uj U) J SITEWORK/CIVIL MISCELLANEOUS DETAILS NORTH LAGOON IIIIA 11 72" 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 N N - EXST BUILT-UP ROOFING i I%ll GRAVEL TOPPING OVER i 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 EL E VA TI O N EAST EL E VA TI O N 0 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 CH K B. EI S APVD D.PETERSON NO. DATE REVISION -----__-_-- _-- -- 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 o NSEA22388.RD 11-12-91 SEA22388\C-200.DwG GUARD POST, TYP LP-5 PURGE AIR COMPRESSOR BY BEL T PRESS MFR o 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 TOR Y 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 ACOUSTICAL PANEL, FOR INTERIOR ELEVATION, SEE SH C-19 I SIM BLOWER ROOM C-1 ELEV 10.00 F— �-- LAB AIR COMPRESSOR AND VACUUM PUMP 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 _ I I I I �SHEL VE JPLY3 FACING POL YMER ROOM -SEED C-116 C-11 c 116 ELEV 17.33 oc 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 4'-8" 4'-0" 4'-8" 4'-0" 30"x48" FLOOR MAT j14 M.D. 16 X 16 M. 0. �. M. 0. 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. ll 0 C-113 8--L � d C-110 �� co 101 ' d i 14H © 6.86„_8,-0„ UP 6 1' 8rr 8 f43,_4,' S 11,_0„ 3,_4„ 8„ 13T � 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'-4V2" 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) 111A C_103 C-109 N — — N �— i O 0 � c JD 104 1 1 F- 5 !DRESSING / c LAV 0 BEEC ROOM 106 TROL 7 / 4 \ LOCKER C-105 9 �? PANEL F- 5 oo I C 11 MCC p ' cfl I' 1RH , IROOM oLJI _2 C \ F_ 04 1SHS N c)I i BLINDS F- 4 F- 4 BLINDS —� ❑� \ � L , LOCKERS -' 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 SH 0 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 "x6O" FLOOR MAT I SEE SH C-12 c) o N� I ROCK WALL SEE DWG B-1 O 0 N I P I NO TES: 2'- 8 " 5'-4" 14'-0" (M.O.) 4'-8" 1'-10" 3'-1 �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„ 19,_8„ 43%2 '-„ , „ M. D. , „ M.O. i 8 -D/2 8 -0 20 -8 2. WALL TYPES ARE SHOWN ON SH C-3. 3. FOR INTERIOR ELEVATIONS, SEE SH - --ow C- 9 C-10 AND C-19 THUR C- 23 - r IVJ- SEAL AND SIGNATURE HERON APPLIES TO CURRENT ` ��% '� R 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 %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 TUSED, IN HEOWRITLE 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 11--L'-71 JLI�L GJUV\\.--LVt/.urry - - CJ 0 r�l CONC CURB, SEE SH B-1 - -- - 8 7 '_ 4 „-- --- ------ -- -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 IC-221CONC CURB, SEE GUARD POST O • ° 32 X 24 FIXED °. 48 "x36 " c L DRAINABLE LOUVER -= — _ 8 — -0 — — OUTLINE OF ROOF C)- ACOUSTICAL °° 1 4N Ivl.O." ABOVE (TYP) �t FIXED LOUVER . O • M rr - ACOUSTICAL HELVE4 PANEL, FOR MDO 3 N IN TERIOR ELEVA TION, PLYWOOD -- }} ' - SEE SH C-19 ,, FACING POLYMER ROOM SEED .� I . ---- WALL HUNG CABINET 2 SI M C-11 AS SPECIFIED 1 C-116 c SEE�SIM - 116 5_ �.,BLOWER`�ROOM z ELEv 17.33 d O C-11 ----- \ m SEE 7 - 0 C)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.O. 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.O. 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 - - -- _ - �! a ; - _ - -- - - C 110 � C 11 S C-21 *cz_ 14R © 6.86 = 8 - 0 UP 8„ 8 4 „ 5 , „ \ i 2 I .cc� 7 A 13 T ®11 "= 11 '-11 " -- -- 6 -- - _ 3= -- -� 1 0 -- - --- .-.,r 3 -_ `�- 8 EL 17.5 j - WH M.O. 6'x4' TACK BD I! M.O. o O - c l 6 I d J v O V O o 0, • Ov • Oo • o s Ov _ a a > v • O O o • /J u o o / / V p I - _ = EQL EQL WRI TING BD- ✓ F. EXT- 4 \ -- -- -- f - - ----------- ---- - - DOWNSPOUT (TYP)-- - - _ _ _ ' 1� -- - - - - c c c I + T -j i i , 110 N 109 - -- 108 - __ _-COAT -KITCHENETTE 1o�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-9„ HS (TYP) 111A C-103 C-109 _ — — — �— i Z N N � I C-111 n-� c c �0 o co CN -L---- - ----- ------ - - - - - - -- -:-_.. _ i - - RH -- -- -- -- f 104 F_ 5 I 1 L DRESSIN �' / BENC !I ' ROOM 106 LA V SEE _�_ -- �,I � / �_ 9 I i - ! MCC 4 - - �� JAL O CKER C 105 I + �ONI�ROL F- 5 I SEE DWG B 1 --- t - -- C-106 + "� FOR ENLARGED PLAN I CK WALL 7 /\ ( co C-11 - - N tt - - - --- - - --- -- --- -----I-- t OF LABORA TOR Y , \ - - - ,' 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-=:- -- ----_ _--�- -- + -- _ ----\ �------- -------------<�__l� W- 5 i <610 N OW_ 4 36 " X 36 " SHOWER ( O � _ - - -- ------ ------------ --- ---------- -- - ---------- --- - W/ FOLD -UP SHOWER M.O— — — — — — 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,_D„ M.D. 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„ 28C-9, C-10, AND C-19 THUR C-23. ________—_.-_ 4. BAET STAIR, EXTEND HANDRAIL 12 2 - 8 - - - --- - -- ----- --- ---- - ---- - --- - 8 4 - 8 --- ---- ------ — - ------------ ------------ - - - CONTROL BUILDING - MAIN LEVEL BOT°OM ROPRISER AND 23 BEYOND �166 1 Rf (_I -- - I /4 1 - D Nov. E ■ t 11 - 13- 91 SE A22_5b8\C SUU.U'WG z 0 n 30'- 8 „ 0" 12' 10 1' 0" o�� / -- -- -- - ----- -- -- - - -- - - ---- - �— J L --I I \ / -- --- CON C 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 AT ROOF BELOW D O INN SPOU T ---{ —'_O a o • I ,n TYP DUCT C) �- :--� PENERA TION, o TYP OF 2 I THIS WALL SEE -- l-------- - - - --- - LINE OF SH C-27 -- 1 EAVES AT ROOFCONC CURB ABOVE----'�I SEE STRUCTURAL N � I A I C-19 I �° I C-19 10 ' CONCRETE, TYP -----_ CONC PAD SEE STRUCTURAL_ -ACCESS DOOR 1 U TO ATTIC ABOVE 4 w >i SEE STRUCTURAL I 00 BELT PRESS ROOM C-201 ELEV 26.00± 0 ;--120"WIDE x 96" HIGH — — SIDEWALK DOOR - � REMOVABLE ACOUSTICAL SEE STRUCTURAL C FIXED DRAINABLE SH C-14 201 LOUVER SEE 138 (SI M) I I C C-21 £` LADDER C RUNG - 202 0<° �� I DN n n o I - --- - - **Fj EX T =1= V o V a e O V V O• V U° -.- e ` .o O 1,-0„ I— --- -- J -� - 3'-10 112 6„ - ACCESS DOOR " 3'=2- -----12,-1/2,.---------- - - 10" TO MECH EQP T 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„ 41166 REGISTERED ARCHITECT; I - R DsGN C.LONGMATE -- _� � DR _z STATE 5 WASHINCi10 J.BROWN CHK J.CAVE 1 AP VD D.PETERSON NO. JDATE I REVISION PREFORMED METAL -- ROOFING WITH 4: 12 -,- --{ SLOPE, TYP TYP ® -- --_ - - ----------- -- NO TES: KA CANOPY1. 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 , -- --- - -- ----�-- — } - --- -- - - 0 VTf eiQ---------�-— -- -1 I of _ -� 1- -4- + I -- - - I I�R/DGE C - 7 I ---------- DUCT PENS TRA TION SEE DE T. C-8 OUTLINE OF OUTSIDE FACE OF WALL BELOW TYP -_16,-4„ 36' 4" - 10" CONCRETE ®6Y WALL �4 C-21 4" V2" AIR -- - SPACE2x4 STUDS ® 16" -� OC W/R-11 BA TT 2 INSULA TION 0 " TYPE 'X' G WB -Ys 10" CONC---'\-- �- - UNLESS NOTED WALL -- 0 THER WISE FACE BRICK V4" Alf? SPACE JY4" RIGID INSULA TION 8" CMU WALL Q 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 WALL TYPES 4 --- 8" CMU WALL 4 1, --- 112" AIR SPACE ---- ��--- I ~ 2x4 STUDS © 16" 5 OC W/R-11 BA TT INSULA TION 8 CMU - - - ----- -'s TYPE X GWB WALL ----- FACE BRICK -- 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 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 -Y8" 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 Mai ' 2x4 STUDS ® 16" OC 8 TYPE 'X' G WB (SEE NO TE. ) I I -----BROKEN - _ �O�LINE 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 DWG 20 O F 158 O. DATE NOV 1991 O NSEA22388.RD . Ty- 05.DCJ4 I al �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.a c*iL#.c iomrs I N' &r- ASWE &VIENDED cEiLmG PFF CrED CFILING PL 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 COIL OWL 400 2S "Of TO 0 � um. yj vmmz an 0 POW. 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 so"= c LEGEND El 0 El C-7 TOP OF CAAJ WALL Ar;a-O'AFF 0 CEILING EANXHAUST' F GWB CEtUhG 77 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 go 7TM7-77777777777777777= 77 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 ,ram - ..... �-�... '�'- _ .- �.. ._ .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, .sue . � -�r :;•,_. •..... .___ - _ -.. .,. _. _., �- ,.:.-5�'. ,.� .a:�m >< cam. v .. .:.c. �, ..,. _ , _... , � E — L EGEN D 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 -- - ----- B O T TOM OF SURFACE MOUNT OR SUSPENDED GLULAM BEAM FLUORESCENT LUMINAIRE DEN TYP--- - ------ - RECESSED SOFFIT Lit GH T c-8 RECESSED INCANDESCENT _ ----- � I -- }---- � - LUMINAIRE A UL TED SOFFIT -- - o r SUPPL Y AIR DIFFUSER MONORAIL BEAM © PS- 10 7, COLOR D - 4 SUPPLY AIR GRILLE 9 30"x96" ACOUSTICAL El EXHAUST OR RETURN AIR 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 BETWEEN Z - C- 7 LUMINAIRE & BEAM p,I_ .L - G WB TYPICAL WHERE SHOWN ---__ m CEILING .. --- ----- ' �--- ems" T_ 111 PLYWOOD ACCESS HATCH EXPOSED STRUCTURE - - _ -� --- -- SOFFIT, 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 VAUL TED `� FAN 1 -- GWB CEILING -- - --- ❑ - -- - - 2f 6„ X 2' 6" SUSPENDED i -_ -- -` -- - - ACOUSTICAL "� GWB CEILING= ® - S _- -- CEILING ACCESS PANEL SUPPORTS DOOR AS w. SPECIFIED TYPICAL -----_ ___ i � � � :. a , o,, ' sy _. C�1 G WE? p FUME HOOD CEILING -- - �,\ � � � ,. � EXHAUST DUCT EQL EQL' ❑ sN' FRAMED OPENING EQL AT 8 0„ E Q L' J `\ -� A.F. F. ---- \ - -- - ---- SUSPENDED ACOUSTICAL CANOPY HOOD w i CEILING \ � 1 \ o EQL EQL- (ACT), TYP � \ ��.�\ o 1 EXHAUST DUCTS' OMEN a O __j a N x:. . . . . . . �14" PLYWOOD ON 2x8 CEILING JOISTS / © 16 O.C. ABOVE SUSPENDED CEILING -- NOTE: - 1L 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 SHING = -- - 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 SE ICED SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE USED, IN WHOLE 0 �� WASTEWATER TREATMENT PLANT ARCHITECTURAL =� APVD D. PETERSON N0. DATE REVISION OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. ©CH2M IF NOT ONE INCH ON THIS SHEET, ADJUST JEFFER SON COUNTY, WASH I N GTON MAIN LEVEL CEILING PLAN BY JAPVD HILL SCALES ACCORDINGLY. ... x r .. . , _,. . . _. ,. -.,: .,. ,.;X. .. - . , r„:. e„ vr' x ..';,• e .fin>, f. w r r w _ .:^+xuu _ ,• ., M _ xM zx,xwm »rasp re o . xi < r.•> �- s =ax ,nre u tx n. 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 .m, 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._. ,._,.. 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'.xm. ,. ..� _.-_ ._. re ,....,- ..z- c.. x _. -. .,v w.r. -< .. , r. .✓. ... ., r>-.. .v. ,. r. ,. i. . , .. . . , «. � ... , ,. +.. .r .. x„.,.w. r, 'vx ..« :..,+s`. .. _ _ z. a .--...trYc ... rzx +.. xa- a ., m++<'z yr c .. , 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 TTER, 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 11-12-91 SEA 22388\C-06-0VWG 11 12 TYP PREFORMED METAL 4� ROOFING, TYP I i i i I ! I' �I FACE BRICK - 0 - -- FLOOR LINE EL 18.00 SOUTH ELEVATION %8'=1 '-0 12 (TYP) I, 4 lT --� --If 7- T I i; li II 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 aS/M 4I12 �FIXED LOUVER, SEE III` -+ = 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 - OR LI EL18. OONE DOWNSPOUT LOADING - - - - AREA i Yry _ STOOP = ` j_ l' 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--- -- C-6 FLOOR LINE EL 18. DO - ALUMINUM RAILING A T RAMP FOR DUCT PENETRATION__ __.----------------- THROUGH ROOF - - SEE DETAIL Jc 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 GYP 4 i; RIDG - FOR DETAIL OF -0" 6'-0 1� 111=J RUSTICATION, (--7 TI-) -'-.)LL ( T' ---- RUSTICA TION 0 EACH SIDE OF RIDGE as --SLUDGE • • - LOADING PRESS -•• �I�I�I��II�I�I�I■I�I■I�I■i�l�l■I�1�■II . .. - _FACE BRICK FIXED DRAWABLE � LOUVER, TYP OF 3 THIS � ELEVATION, SEE CAST -IN -PLACE j CONCRETE EAST ELEVATION %8'=1,-0" AAC/`Ll /`I IOC CIIO t,vivc.rct It RETAINING WALL WEST ELEVATION %8'=1 '- 0 " 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. 7. INTERIOR PARTITION HEIGHTS ARE LIST, SEE SECTION 09000 OF THE OF STUDS AND FACE OF CONCRETE. 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 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) 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 1991PRO, t , NO. SEA22388.RD f 0. I Er FRAMING ^� CHOfZ - f 2' - o" 2 x IuLOCKir,G 4' - U° EPA R.4FT�R w/ 3 - 2'�2" IJ/A VEN 7- DOLE S, TYP FOR HAILING NOTE: lj`Ir0 2 x 2 A NOTE: IN5ULATION NOTE 1bL0CK//`/G, IZAFTE/ZS bAFFLE, TYP POl`Z IOETAIL.S FUfZ DETAILS OF / SEE STIZUCT- FOB DETAILS SIMPSON A35 FASCIA 4, SOFFIT SEE SH C -1G UfKAL 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_N LINE 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 CMLI 2 SEALER, TTYIP S %Z��GSI3 CEILING WALL w :.G .:. I DOLTS IN C-XFAN o ° I = I 1 VO� TK/M AN >GnOC -S- 10G, COLO), �_� Jco ..I To MATCH, FA S C /A TREATED WnC�D /30T OF SOFFIT PLATE W17-H SILL FRAMING hAIyELS------- SEALE/Z, TYP 5/g11TYPE X o I .:.� 514. /I blA x f2 �G wry C,E/L/NG u COUNTERSUIyK d Cs 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 � courlrERSUNK � � ANCHOR, DOLTS 01 S 24" OC , TYP U 0 ' N U N _V k30VV/ i5F0LIT CUT,SIR/Cl<, FOR PS - 1 O Co, COLOR o. aTO MATCH 13K/CK 3/4/ RcCESS, TYP IF W u CONC/ZETE Ui :7) 13/7_OMIN0U5 W co; j cn � DAMPPROOFII'IG AT w 0LIJ RAKE WALL KE N1= 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 C0NsTIZLICTIoN U O AT P11',E)=0RME1D METAL �� W I NOO VV SILL CID fZOOFII`IG OVEK SL/P SHEET L.UCAT/ON 0 ILn fl C9 OVER LJNOERLAYMENT OVER PLYW10 SHEATHING . .m -- ,. ° tQ 11J 3 4.'I IZ/Glo 6"CMU WALL � � —'�- ^N j Lu IP-15ULATION FOR IRE/NF ERS c 2 X RAFT IDOWN5/0OLJT STRAP U SEE STfZUCTURAL U @ Co'-O" M^X 5PAC/NG = 0 V FOfZ ,OEFTH ^NO COLOK ANO FINISH TO / U �i j, SIf�GII`lG MATCH 100WN5P0UT d' METAL CO/Z1YG-R THRU WALL FLASHING TRIM 15E 7"0N0 INSTALL hlCLr'HOL OASI4Eh LINE wolcATEs - G01",10IT101-1 AT SIl7ENALK I. o o . o IJRAII'I SHOE a :. 1=L00R LINE hUT OF FIN. GKApC o z: rv_:QQO CANOPY CL VAIZ.IGS O 3 OR/P L_ J FLOOR LINE U U ---J —-------- -- _ ` blT-UMINOL/S PREFORMED METAL rJAMhPI�OOFII`lG SOFFIT I0ANELS TYPICAL ON i - FUIZ SIMILAR Wi°,LL , BELOW GfZA/,7E Wi�LLS �' ;,;,� •. • � �:�K `_,' . .�� FOOT-//`/G /yOT')E- S, EL fCn. 33 !DETAIL-S AND l`ZEINF O � 5 9 12 a SSE SECTION �TYF)EL 15.G7 Q /ZOOM FL LINE IF -- O F02 S/M/LAK NOTG-S D: o: .p.o: AMID FOOTII'IG Cn DETAILS, SEC- WALL SECT/ON 14C-7 WALL SECT/ON A WALL SECTION WALL SECTION C f u = 1/-C C-5 C- 19 a = 1_ U u C_5, C_22 I __ O # C_ 2 C-5 c- 20 C-ICI, C- 23 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 DWG 23 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. CAVE 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 - O 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 FOIZ !-DETAILS 2 x 15LOCKING FOIZ DETAILS OF GUTTER 5TRAP5 �- OF FASC/A W/3 - 2V2 "b/A VENT SEE Ill 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 PEP, SMACNA PLATE h5A l G CONNECTOR PLATE (rYP) 1- SI Ml�sc�l�l t13 �hAIvRIN� �tNcHolZ R-30 ,GATT <TYP , OUTLET AT�C1_1 ZX INSULATION TU3E T0/DIA ALv _ AT °° ,Locl<IN5EE DowNSPUUT 3/8"Dlf� EXP .�NCHC�Izs ° G /G"O C CTYP) Il`l CMU d ]=UR C01`IT SEE ° WALL5, LAG %JOLTS 11`I 5/utHGTOF \-GLc0/�T 2 x 4 C- C ° ° 6-2 BULAM 13F_�M F1`ZEFOMEMETAL D STUD WALLS AT /3EY0/�lL� s�E LEDGER RCOl'lT TIZEArEC7 2 x4- OPENIWIl`IbOWS FASCIA CJVEIZ �5L1JG I N 2 x4 CLG JST FELT OVER /='L WO ° ° 2 x 4 FRAM/NG _ d 1C" OC SHEATHING 5-n% HGT ° OF OPNGU. 2 2 2 2 o 0 J AT CJUOIZS `" `� = — a �2• U U 50FF1 r /3D ¢ 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 w/ MET E,OGE @G'/ ALL EOGE5 ETAL 12 FIELIJ, IQ cn Fb AGGEN All - METAL SHEVIA VIA m LF ,DIZII`' 2" REVEAL T F. PROVIDE d c - - TO MATCH IZGOF PANEL )bLOCKII`1G AS /ZEQ'1J �� U SEE b�%-i�IL _ _ {CE OF a- � Fib 2 x 4 snubs colyc Wi°�LL -NQ) rI o �N ,� N , , - -� -� `o z FASC/A 5OFFIT 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 to c �� RM /c TI L I (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 ES C! ITCHEo!`!, TYP U EAc_,H 6/0E • OF FASTEN ON S' IDGE BEAM P ^7 eE VENTL^TIOM NGO'RE E GLOSUf ANCtIORZ 57TFtlP U PANEL FASTEN ,CAE%WEEN SILL HGT AT W-1 Y //`/STALLAT/ON CLIP TENS II MAT O - RUOF 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 5T1zucr1_J1?,AL N 5CHEOLILED /�SLAION Fly. FLOOR R/OGE OETAIL Q' Z FLoop,, LINE •�.�do� . •;•o . •.� O,' o. � FIl'IISI-1 G(Zf'�L�E •,.'.:. ;` : : -..I _ -.. n.... •.44 .c`�. _ ELEVf�7-10I`l Vi�IZIES C� 131A HOLE :a co ca ll-Y SUb-FLOOK ,i TYP BATTEN-I=OLD ENO VALLEY FLASH/NG TO GUT 51?QcK I %4. IO EMOL,DED - MATCH hOOF F,4NEL TLEATEO 1-J00 � AS ,�EQUICzED - JOINT FILLER CLOSURE � SEAL. w PLATE SLED C7,YP) o_ HOLD DU N C7Yf � 'Zu SA�pwoYE� CoI�III�I CLEAT RETAIZIJ ' d:• .... ..Oo'. • COMPACTC-lJ GRANULA2 ° C ° C IbACKFILL TO UN015TUKt5F-D R � 4.: EAIzrH •.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 OETAILS SEE SLID' SHEET AND WALL SEC ET �i INSTALL WEEPHOLE LINDEP LAYMENT ON l\EINF AT FOOT-ING, Co rr PLYWOOD SHEATHII`lG SEE WALL SECTIONVALLEY GLULAM /SEAM 1'- 11W •--� S1M 3// PLAN OOF F/ZAMING WALL 5ECT/ON C> WALL SECT/ON E VALLEY DETAIL 3 'u ,r-Qu G_5'C_23 i/� 'r_O,� C-2,C-5 3//= 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. CAVE 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 RaoFlrlG OVEI, SLIP SHEET OVEiZ LJl`/DEK- LAyMENT OVE/2 FLYw000 SHEATHING —� IRGGF CLIP TOP CLOSURE SET IN A k3E0 OF SEALANT —FACE OF CONC WALL PIZEFA,C)R.ICATE0 /zEGLET AND COUNTEKFLASHING d� —FORMED ANGLE W/ SELF TAPPING SCP,EWS r' 12- "OC FIELD ,C)END 101VVEL UIP AT END AND APPLY 5EALAI`l T- - NEOFPf,EI'YE CLOSURE SET IN A /3E O OF SEALANT PITCH b1R,,.EA& FLA5HING�� 311 = 11_D11 0EFLECTO/'Q, PLATE PR E FA�/Z / cATEl� KOOF culz� — (M)rzcm CQPT NOT SHOWN) C O LOK TO t-lATCH fZOoP PANELS PREFOF, M Eli METAL. /ZOOFIrIG 2 x IZIAFTE/Z52 Fof� SPACING SEE STKUCTU/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 rz\ 3u = 'I _ UIl 100 Z_ SLIP SHEET OVEK UIy0E,L.A1'MENT OVER PLY WOOD SHEATHI/`/G R- 19 bATT- I NSUL A TION Lj1pmE"T CLJ/?_..-D = DSGN c� DR &w � CHK J. GAVE APVD C)L. P1=TEIZSON NO. DATE NEOPRENE CLO SLJP\E o SEALANT C9 FA5TE NI NG HOLES L.00AT/OI`/ cY SPACING AS /RECOMMENDED 1�5 Y C uK /3 MFIZ __— — FIELD FIELD PANEL LIP AT Arlo AND APPLY SEALANT SET 1N A /3FAlJ OF sEALA � T v � C9, C- 3, C-Co C-20,E-21 LEAD FLASHING 13ENT IN510e VENT 'T��VENT PIPE. EATENO 2-0" MIN A50VE MCOF'EL . FA5TENING HOLES /FLASHING COI`I E lbY METAL fZOOFII`/G MFK SEALANT (TYP) CENTE1QE0 1�ffTWEEN /�� l�F /�NEL C-,OWNS. i / o i o � o f COT -Tom CL o_5ufl�r_ (TYP) � o � F1'QOVIDE OPNG /�, o I N 1G=f= Pv-1 C L PreoVDE F .14C K FU'M VnNT 51 Z,F= ALTERNATE A5 IeErr�D. An GLTAIL.-I Cr IN5TALLATION METAL DECK A5 PZEC iVW E'`ID+ED 15Y FLASHING /3 y r4f,0F fANEL MFK . METAL KOUFING MFR CONTOUREL AT VEN T- THI`ZOLJC.�H KOOK H OOFTo PANCL /Zl,6S AS �D f TAIL � sHU�1 N NT5 C- 3, C- 5 SEALANT ALL A1?,0LII'-1L)—_ CoLjNTElZ FLASH IG c� SST COLL AK CLAMP 20 GA S ST- FLASH//yG COL.LAfZ 111CLK (rrP) A GQLJ^P E OPENING AND CUR fD - -- STORM COLLAP-, by ,DUCT MF1Z ,DECK FLASHING OVEK SLIP SHEET OVE/Z UNOERLAYMENT OVER L PLYWODO 5HEATf1ING 130U 5 L E 2 x 10 TOIL' 4, IbOTTOM (eDETWEEN /ZA F TE S,S 2 x 1ZAFTE-/Z5 SEE ST1?,L1CTu/?,AL 000r5LE 2 x 14- FfZAMING TYP 4 S/bES OF OPNG Kllo AS SHOWN TO FOLLOW SLOPE OF ROOF ,DECK OUCT ROOF PENETRATION G-3, C-5 ' II = 1 I _ dIl 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 FOK DETAILS OF FASCIA, SEE C-7 oUTLll'1F OF 5%1Ix 12 GLU- LAM IbEAM Hl, RA F rElz TOP OF 12'I x 121I CONC SEAM AT H/P 2 x IZAFTE&5, SEE STKUCTLIKAL -� i 2 x4 F��AM1G G2-D OC TYP EA 5/DOE OF ,6EAM ATTP,CH TO bM Wl MET. CL/FS AS R�EQD METAL � I �= GOitNEIZ TfZ I>✓I, TYP El`10 cAP I 1211 x 1(5" I4aTAL PANEL SOFFIT, ! CONC 13/VI QT rr-DICAL AT 5LLJlJGE 121I x 12" 0 LOADING ^SEA 4��— CONC COL SILL SEALER LINDER �EYGI'lD TREATED WOOD PL^TE , FOR ANCt-IO&ING LS, S,E E � 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 477IRR/f---i1 n"N mb, 0 0 -- 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 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 COMP U TA TI ON/MICRO - RECEI VI N G/TES T A REA I _ KNEE _ KNEE _ FCAMMABc S & ACIDS - SPACE SCOPE BALANCE AREA FIRST AID KIT L SPACE SPACE KEEFFIREA AY - -- --- \ O 1 ® DESIGNATED ELEC CIRCUIT, 220V _ ____ �- -- I LABEL . F. EX BOD FILES �\ � LIGHT SWITCH „ „ INCUBATOR --\ FILLER- 15 30 _15 _-_30 -15 -�-- _--- --- 60 _--__-� 36 -18 24„ 24 2" FILLER - ----- - - - --- --- - 8 - — -- - - -- \� '-- -- — EMERGENCY 110V, PLUG MOLD PANEL PTD-2 SHOWER COMPU TA TION,IMICROSCOPE RECEI VING,/TEST AREA ABOVE Q RS-232C COMPUTER CABLE BALANCE AREA. © TELEPHONE JACK LABORA TORY C-111 (EAST WAL L REAGENT �- GLASSWARE A-3 OVEN/INCUBATOR SHELF ---- - -- -- . WASHER L CLOCK CANOPY HOOD \ �s "=1 '- 0„ L cH --- ----------_ - ---___ __ - -- - � - - - -- B O D AREA SOLIDS/MICRO. I `` AREA _ ___ LSK-1 TYP I EQL EQL LAZY SUSAN, TYP ---- _- 0�� LSK-3 LSK 2 UPPER CABINET TYP---------- �� _-' ��- �� -- -- , , , !IIIIIIII!ililllllll�l• • DRAIN RACK UNDER WINDOW ,/ EPDXY RESIN GLASS STILL & SEE DETAIL __-- COUNTER (TYP) RESERVOIR TYP C-11 ENLARGED PLAN -LABORATORY �] RECEI VI N G/TEST AREA LABORA TORY= 30" 12" GLASS STILL 6" JD & RESER VOI R -CANOPY LP-3 �k- \ LP-3 \ HOOD LP-4 LP-4 __FLUORESCENT LP-4� o LIGHT DRAIN PTD-2- \ \ 'III DRAIN --- --- - EE-1, TYP LP-1 I RACK -EE-1 LP-2---_ RACK 1 - --PTD-3 co — � PLUG MOLD TYP L- JL_-J _ 6 BACKSPLASH - � � - - _ _� - IIVJ � 'LAZY SUSAN L_SK-1 - I ITYP AT CORNERS - - - LSK-3 -- - - LSK-2 - - IF :LAI 9 15 36 15 60 18 30"i18 . j -�-FILLER B. O. D. AREA PENINSULA SOLIDS,/MICRO AREA LABORATORY Ic-lill (WEST WALL). Ilba *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 GLASS STILL & RESER VOI R PTD-3 LAZY SUSAN 15 "1 30" 30" B. O. D. AREA SOUTH WALL SOLIDS/MICRO AREA PENINSULA LABORATORY �W„=1'-0„ EMERG. REAGENT SHOWER - SHELF CUP SINK \ 84 LP-5 (VACUUM) LSK-1 ----- - PLUG MOLD, TYP ,\ CC! -I_ -- LP-6 (AIR co --71 GLASSWARE WASHER \rL LP-1 �-• 30 -- - 24_- .� 24--_�-- 36„ --- -_� B. O. D. AREA PENINSULA L A B ORA TORY -111 FLUORESCENT LIGHT CUP SINK LIGHT LSK -1 S WI TCH -- _ 418„=1'-0„ 6 „ ID �I.__STUD WALL F/ f -----CANOPY BL HOOD ---' L---- --72 \LP-1 220V - -.-- i \ FL �� FL ^O ?E ANKET EXT-1 JORESCEN T 7'H T LSK-1—� SOLIDS/MICRO AREA COMPUTATION/MICROSCOPE BALANCE AREA LABORATORY (NORTH WALL y„= 1 , _ 0 „ V s 0 11-t9-ol CF�A77iRR\r-oQ nw(: 5'-6"+ 30"x96" ACOUSTICAL PANEL, TYP 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 SI M 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"- 1 0" 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 " ----- 2" MIN CT BORDER AROUND PTD-1 -L NORTH WALL 21" 21 18" 18",18" MICRO WA VE - - - PTO-3 cv BACK- SPLASH --- - K.SK-1 -- EF i i PLAM CASEWORK _ 1 _ W/ PLAM - COON TER- TOP 3 ± FILLER PANEL- 24" 5"p18':4� 36" KI TCHENE TTE c-162 36„ 42"X42"X 1 1 /4" DIA GB-1fV - TPD T ' -- SLOPING TOP ti LOCKERS _ 6"± FILLER ? -- - Q (TYP EACH o SIDE Z _L==_jLL= = — _ CERAMIC -- TILE BASE Ej COLOR C-1 C-11 L O CKERS I c-104 3/a "= 1 "- 0 " EAST WALL LA V o 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 o _Ya 11= 1 „_ 0 „ Z : I CERAMIC TILE WAINSCOT COLOR C-3 MOP SINK SSK -1 CERAMIC TILE BASE COLOR C -1 N --y- C-11 r SOUTH WALL 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 WALL LINE 4-0 SLOPING TOP 13>' \N I x 4 CONT 3' 3' LOC K �I� M FfZ -- 17MAX 7 7!I! I x 3 GUT �s SHOWNIO "PoLYErHYLENE - - LEv�lz HaNr�LE i; / �� PEG S ON (n %4 f LG50A i<D - , COUNTED-TOf' V z` o 0 0 o f MATEf�IAL 1LI o 0 0 0 0 `� - 3 81 8OL TS N Z -N DRAIN TfzOUGH W,g SHEf�S U I o 0 0 0 0 0 0 Z �� SLIP ALL EX Po E I NI=AGES A m Y N LOGKEfZ ANGLE o SEIzfZATED Hoses +I - 3Y4�� 2XT- PLYWLb �1 CONNECTOK l FILLEK Z FOIDPAIlam! r Z � 'ANGLE o Doa O d- 'j C3x4./ FOUfZ SIDES, DRAIN PAGK ,3 �// = // O,t LOCKEf� 2�" EXTEND ENDS ASWELL) ALL �PfzEFf�Bf�ICATED C-� METAL WO1lZK8ENCH SHOWN BOLT ----- AS Sf ECI �lEb 2- 3X/C, STAINLESS STL TO STUbS. CARfZIAGE BOLTS JAMB / scREW ATTAGH EACH ENO \ / 3"- l' o" PLY D TO TYP � /� l� o�� CHANNEL FACE OF 3-2xG HAI�LbWD FLAT 2x4 BEVELED FINISHED WALL I I SLEEPEfZ 3 �i � i CAST-IN-CONC SST L3x3X /lro EACH END 2-x9 BLOCKING I Z 2„ I2�� ETWEEN STUDS 3 l3 2- /8 DlA SST Lf'�G BOLTS �9 - EACH END I V _ B FL O o fz LINE /�5 /6 2' - U'� ;� VEfZIFY ,O/M N1 FEG50AP\D DETAIL 1 5ENGI-1 DETAIL. (4"-'� LOCKEPv DETAIL 6 VANITY DETAIL 8 NTS C C_2 O" C-10 /%2= /� O,i C-10 1 co COAT AS SPECIFIED. ATTAck-I TO WALL W/ SST EXPANSION ANCf OIL S - I: WALL HUNG CA51NET 3 OOD PLYWOOD BAND AS SPECIFIED WELD 2x12 EI ICoGA SST- / SOFTW WELD GOIZNEfZS AND ALL EXPOSED EDGES SEAL ALL AROUND SLIDING GLASS - - DOORS /,, Co0`' / COAT HOOK (5 TOTAL) _ O ADJUSTA�3LE I >02 CoUNT,EIZS NK L STSOLTS GGECZ '- CONT 1x3 m SHELVES /2" C ) G l8" oG TOP BOTTOM �— CONT 1x3 REAGENT BACK DIA SST ROD W1 - PLASTIC END CAP `�� I = C ELECTRlc�1L, (12, TOT^L.) s lx3 CLEATS MULTI-OL/TLET ST/z/P 30�, /�� SERvIcE P1xTURE�NTTrI�E�� % I �A/HE/ZE fZEQLIIfZED s co! E�L" �ooT o C--FOXY /eES/N lO -EPDXY l�E51N42 ' CONT lx4 VERTS FOR '`CourT�E� IOp 'COLNTEIZ TOP EQO pol�l/�/ /�JalNsCoT ' THIN SET CE�A�lG 4'-0" OC MAX-NOTCHLm S/CCIFIE7 �S SE cIFIED TILE wAlNscOT HOR/Z lx3S ,CUP SINK Ol� 1zOLITE AGCE cvu WALLCUP S/NK NHEfzE TOH TILE PATTE1�N ZEQU/ZEo _ °0 lx2 VERTICAL TRIM WHERE fZ FACE BAIL DlZ TO AND Ac-�—ES5 d — D"VVEK (TYP) BASE CA61NET 24" GUI :I MECH AS SPECIFIED �________ i ELEC, ADJUSTf�f3LE SHELF _ MECHANICAL 4" CMU, FILL CE/�P,/NlC TILE - � CHASE SEE SPECS. fZ �, ELECTf�ICAL N/ GNOUT ADDITIONAL CONST fZ /ON MORTAR - I N FO P MAT /ON I CHASE - i RE1 NFO/ZCEMENT PROVIDE ACCESS — ---- CONT Ix vERTS PANEL AG ALL SLO THl N SET PE y2" FT 0 4 0 OC MAX -NOTCH PLUM 8I N FPIPE CLEANOOTS. OR HOR/Z lx3'S BASE ,aS 2x4 2x4 coo RDINATE W/ MECH SCHEDULEIJ _ o r PLAN SECT ION BASE AS SCHEDULED 1/ 3„ PROVIDE ACCESS PANEL AT STUD IN O' �` J D SECTION A p E AS, PIPE EXP CO ALL LUM8ING VALVES NCHOM 2-�o I FLOQ� Df-,AIN cLEANo�uTs, O T W� MLGH'L tzD/NA E STORAGE SHELVES(020� LA13 CA13INET SECTION FENIN5ULA SECTION 7 COAT BOOT SLACK DET 9 C- 2, C- 22 I"= l L O" C - 9 /" _ /'- O" C - 9 /%2" = 1 o" C- 2 C_ 19 DSG" ,�.emw REUSE OF DOCUMENTS CONTROL BUILDING SHEET C-11 AR(':H17r,, THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF PORT TOWNSEND DWG r: DR J PORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. NO 28 OF 1JH SERVICE, IS THE PROPERTY OF CH2M HILL A,ND IS NOT TO BE p WASTEWATER TREATMENT PLANT ARCHITECTURAL ' DATE NOV 1991 L i°'`�' �'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 s...R- ,. .,, " pL. ��T�ieso�l NO. SEA22388.A1 NO. DATE REVISION BY APVD,CH2M HILL SCALES ACCORDINGLY. I -:re .v. e �� ? J" S .S is ` ��i .,.ri .r xa"" s, x3J „` ° ..,,,a., ..eT-7 a Er;i 5._..n7_..ut_..v .. n- _- .., .,.,., _.m.. .r7.. .. a,��. €s x_ Syr,_. ..a,�. �t �__��.-an s� d>�, rew«�..� f/ z 0 a U z w 0 0 U -j z Q � � � > cr ZO O a U 2 STORAGE CLOSET CLOSET GOAT GLCJSE7' C-llO G-109 c-108 LA50S-AT0/p\Y IC-1/1 CORRJDO/� IC-103 I5 // = /1-0// CEILING LINE DOORS FfZAME AS SCHEDULED ADJ SHELF SIDS SUPPOf;� T,S (TYf) - 3/4PLYWD x 2-1"VVIDE SHELVES W1 HDWD EbGE VEST -74 FLY WO HOW1� 2x 3 W� PLYWD LET /N TOP, 80T TOM FRONT SECT/ON/ it iA1 314PLYWD S I-IEL F W1 HDWD EDGE Ix4 CLEAT 3 SIDES METAL CLOSET - POLE FLANGES PLYWD DI VI DEP, 2X 3 BEYOND SEE SECT/ON 0 ELEV,4TION AbovL- FLOOfZ LINE SECTION i1 1/= / 11 DSGN� , S.ryi � � DR rK: , ; ; ;'.. ♦ C H K 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"P4PT-- TYpIGAL AT G-/os G/0A � Cll4 I x l AGENT TILE/ / x I Ac�L-/-1T CCU TILL / x l /ECG I T TILE COLOfZ % C - 1 l x l Atc LNT TILE COLD% , % r -2 N0 7E �Laa/z AGENT /=AT Tel T Y— AT 2 x Z 77l-2-� PATTEP--,,N /**0�2 SC/-:1V S( 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. S140WE. //r= ,r " �li«l� sHaWE� NEAo AND 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 SEE Or ter/ 1 D" Q l C--201 0 70PP 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 o 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 -- - -- - - - - = S6 FIBERGLASS --- 5'-0" _ 7'-0" -�- %4 PJF TYP � I I 3. DIMENSIONS AND LOCATIONS OF MASONRY GRATIN G 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 - 0 %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. _ / 17.3 TOG I 18l0 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 -- ---- - --- -- --- - 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 1 .92 ! -- II `� WALL ----- 1 �. 00 -- ®-- ! CJ CJ --�� /__ DEPRESS SLAB AT 18.069 o SHWR,LOCKER & LAV--- 6" (MIN) CONC SLAB ' F. D. RIM SEE SH C-2 I; W/,�5912" ! 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 017.87 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 ------ �� \ (918.50 I -- ---- _-- 16.33 - -- - - -- - -- ----------- - -- - - --- --. - ----- - - ---- - - --- STEEL COLUMN EASE -'I COLUMN BASE j \----WOOD COLUMN BASE T EL COLUMN BASE --DEPRESS SLAB E AT SHOWER 11 %4 " 11 „ B � EL 17. 79 -- - - C-23 %411 %4" -8„ -- - _ C-20 56,_b„ C-22 28,_8�, ---- - ci I ; - CJ 016.33 CJ - II - CJ O D T N PLAN �� is wERMC�F �Q Va . � UN A IO %4" _ 1,-O„ 0 N mi RETAINING WALL, SEE DETAIL (� 1 AND SH B-1 AND B-2. C-22 r6i i- Q U_ LL z w 0 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 9 11 (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 I 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 loops OTHER " �� 1 CONCRETE (TYP) 1,- _ WIND 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) _- -- �� 6r, HIGH 2 AIR SPACE j CONCRETE COLUMN 4. VERIFY EQUIPMENT SIZE BEFORE CONSTRUCT / NG a o. 0 - J CURB _ - - - - - _ - _ - _ - _ - _ - _ (TYP) a EQUIP PADS. O o ° D O CONC SLAB ON G ;4DE s' - - - 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 3/16 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 lol 6'-61' 3'-2" 12'-10" 12'-10" 3'-211 AND DRIP PROOF PROTECTION. C-2 32r_0 It 7'-411 " PLAN 32'-0" -o - DETAIL 1 10" (TYP) 12'0� 10" 6" 21r_3rr 6rr 3'-7rr 10" NTS 1'-0" (TYP) rr �ju - SEE Q #7 6C�12 x ODF GRINDER = # * 4'-0% " 14,_ rr (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 = „� WALL OPNG FOR cv 1 6 ___.___� __.-__ _-- _--_ ACOUST ICAL (TYP INSIDE �-- --0-0 CORNER BARS) _ _ 0 F ' _ 26.0LOUVER BELOW o - EL 25.75 1 FD -�, - - - - FOR PLATFORM ® - 26.00 26.50 SEE SH C-23 J0.00 FD- • RIM 9.75 a0 - - - _ _ _ _ _ _ _ _ - - _ _ -=-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 10.00 tt6@12" FOR ACCOUSTIC M PILASTER DET BLOWER ROOM � D LOUVER. SEE SH -3 _ _ D C-30 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'-o" = I CONC CURB (TYP) S29 S33 CENTER UNDER (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 SS R ® 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 S ID 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 _ PILASTERrlO� 3'-6" o SEE DET (TYP C-18 11-2„ 1'-0" OF 2) B 1'-Orr 1'-11 %C-202 rr Z �� FOUNDATION PLAN SEAL AND .�. `-og p \ '4 " = 1'-0" SIGNATURE w4 HERON- APPLIES c y y TO CURRENT �d REVISION ONL DSGN S424 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 FETERSON NO. I DATE c-22 k 3 (V WALL OPNG PILASTER OPNG RE/N J L 1'-0" FOR ACOUST ICAL DET 9 SEE 8" \LOUVER BELOW S6 C-18 3'-101%2 it S'-1" 11-11 " 81r ALUMINUM 1 / DRAIN DOWN CENTER UNDER SIDEWALK FROM SIDEWALK BEAM ABOVE 12'-2" 17'-8" 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 1'- 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, WASH INGTON 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 � Aw 3�� SPRING VIBRATION SLAB ON ROD 9. ISOLATORS (TYP GRADE O k 2. DESIGN LOADS - ROOF L.L. 25psf + R/FTI OF 6 EA BL WER, 1. - FLOOR L.L. 200e% O POLYMER, BLOWER SUPPLIED BY MIR: AND BELT PRESS EQUIPMENT. BLOWER SUPPLIER 3 TIES 100psf OTHER i . a o: .' D 10' THICK INERTIA 6 - #5 VERTS - WIND UBC BOMPH EXPOSURE B G p' ✓ cs . - SEISMIC UBC ZONE 3 n BLOWER MFR lED 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. O o °/�\ CONC SLAB ON GRADE COLUMN.FTG 5. *DENOTES DIMENSIONS AS RECOMMENDED BY EQUIP DETAIL , * EL 28.75 • PRESS MFR f5.67 ( SEE ) C-20+ + MFR AND APPROVED BY THE ENGINEER. _141111117-_ _ NTS F1 T 51 TIES F II W r 5 VERTS 12'-10 12'-10" 3'-2" C-20' _ _ 10" e•_6- (np) _A6012"x aol 5 012"x J 10 00 I TYP INSIDE OR NER BARS) ® 10.0 RIM 9.75 (TYP 4) :I A HD HD BLOWER SEE C-19 ti (DTW 10.'00 OF 3) PILASTER DET BLOWE O , I I 0" C-18 I 4" �' + R REI CORNER REINF CORADDNER (T�) T B CENTER UNDE BEAM ABOVE (TYP) ^ SLOPE �- FD (Typ) 10.00 - - 1 SEALANT AROUND ,o #6 ® 12" I C I C-21SIDE o ,f6 ® 12" 10.00 I- - - - J OPENING 0140 0 1v PILASTER 1O C� ' of SEE DET (TYP C-18 OF 2) B ' C-20 FOUNDATION PLA d4,= VER,y�•4 ® osc� WERMCRAN R B.LAZARO e . ®. P " L.ARAGON -rAl 6 � /p,l nn --- 2 - ROUGHEN 32•-0' SURFACE 10. �4 ® 2 0� 10' 4 + 5'-6" 1cIr 0 r BEAM, CONIC S E R 4 1 '-0. (NP) n PLAN SH -14 -2' _ r f/` : 0 o-� 4 ® 2 0r 2. 6'-O" 4'-0;1" 1'-0" cV I Np) I a :N 1 '' o (Np) ; i FOR �LEVA TION ACOUSTICAL 10. oo I , , 2s oo 26.00® TF-2- LOUVER BELOW nlr VERIFY DIMENSIONS WITH BELT EU25.75 PRESS MANUFACTURER. FD I MONORAIL BELOW FOR PLATFORM SEE SH C-26 DETAIL U)j I C' I I AND DET 3'4" = 1'-O" 27.75 • m --- - -- --- -L'- -------_- -- - -- -- -----I BELT PRESS SUPPORT PEDESTAL 2 ® AND VERIFY------8=3-- ox -� �L. , - " - - -- - --- -- -- ----- -- ----- -- -- -- HEIIGHT, SIZE WITH BELT -1 PRESS MFR. SEE A A SLOPE D 26.67 PAD c-ls c-1s o M EL 6.0 2s.00 , (TYP) I ® 2s oo c-1s � i -- -- -- 0] WALL OPENINGN �s - -- ------- ----- 10.06�12" FOR ACCOUS CAL "� ': --- - ---------- -- ------ -- - --- -- -----I' LOUVER. SEE p C-22 SH C-3 --- ¢� e #5®6" TYPE°AAD CUR 6.00 RAILING I �)EE S29 & S3 j 10. 0 ® EDGE OF FIG (TYP) s -0 ° -1' n I SEE FD-2 RIM 26.00 1 S26 EL 25.7 p ANCHORAGE TYPE "A" , 1CO 8-3 aD ------- - - - ----�- ----1 - .. - 026.00----=-- EL R SS R FD 0.00 o i ------------- -- - - -- - - - - i i o1 E, W41 �fl 3'- 0 "S (TYP)--1'-0"SQ - - - - - (TYP) C-20 _--- � OL �MN I I-'"l I Fr4il - - COLUMN FTG 15.67 SEE Q (TYP) (TYP) C-20 � --6-- ---- - - 3 - 2 12 -10 12 -10 3 -2 32'- 0" 10„ 10" 10 0" 4' 2" -- (TYP) -#6912"x co� (TYP OUTSIDE IF CORNER BARS) j ,. 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'-O" C-iB CORNER REINF CENTER UNDER :"(TYP) \ t (TYP) T & B BEAM ABOVE (TYP) --- -. '� � / SLOPE FCD (TYP) 11--' 3- 91 SEA22388\C-60C.DWO -i)- o e•- R * 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 � 12 OPENINGA QVE o f 1 HD 10. D0®= - - -- - -; ._ #596„ I o -o - - - -- - ----PILAST SEE DERrl 0 (TYP C-18 1'-0"- 1'-11 %4" z - m 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 _-�»- 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 WER (SUPPLIED BY 3. SEE BEAM CAPACITIES SH C-16. SECTION 2„ AIR SPACE 4. PROVIDE WATERTIGHT COVER, FOR COVER DETAILS SEE TYPE C AND --- _ CONC SLAB ON GRADE AB BY BELT � o o ° � o ___ __ � PRESS MFR EL 28.75 DETAIL 2w ---- - ----- ---- ---- - - 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 VERTS -- - - -ROUGHEN .32 *' 0 - - - - ---- - -- - - - - SURFACE N_ _ . ° #4 ® 1210 8" * & '- 6 ' 10" �- CONC FL OR TYP - PLAN SH 14 4 ® 12 --- ,-.. --- i 4 -D%N 2 - w (TYP) I -- - - -- - - - - ---- ---I_ -- - - - ---- ---- - o �� I (.TAP) - wAL�L OPNG FOR ELEVA TION 2 - . 00 ; t 1 - --- - !� �. A OUSTI CAL 33. I FD-2— � 26.000 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 ANDFR. S SIZE WITH BELT EE SLOPED I--- 26.6 7 C-19 o I M EI C-19C-19 26.00 (T26.00 B-3 WALL OPENIN #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' 26.0D ®'`� ABOVE. 18.00 N - WALL OPNG PILASTER I OPNG REINFI h&. FOR ACOUSTICAL DET Q_ SEE - -- - _ - L O U VER 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„ 1 7'-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 l t s i , 1 ryL 2 -0 16- SPA CES 9 2 -0 =32 -0 28 -0 _ I 10 SPACES ® 1'-0" 9 SPACES ® 2 -0" FOR ROOF FRAMING PLAN FOR = 10, -0 o LOADING AREA, SEE SH C-16 4'-0" I © r C-20 C-22 36'-0„ 1 - - __ ------ N — - --- 1 -4 23 SPACES ® 2,-0„ 1 -4 I I I p 1 N GLU-LAM I I I I NO TES: S• CONNECTION SEE DETAIL 1 (SIM) 1. SEE ARCH D WGS FOR LOCATION C-18 N 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 1z ��t DETAIL (SIM) ---------- T—�, C-18 '-----DETAIL (SIM) CO �8" CDX PLYWOOD DETAIL Q SOS MN BELOW i --- - ------ C-15 _ FACEGRAIN PERPENDICULAR r V - --- TO SUPPORTS STAGGER -�'�� COLUMN BELOW O W - C-18 C-18 I SIMPSON STRAP JOINTS BLOCK ALL EDGES ��I� SEE 1 4 i I I I (9 CONNECTOR 02 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 4X 14 HEADER 10d 96 " EDGES . ...... -..,- 2X12 BLOCKING N lOd 012" FIELD (TYP) © 54" OC- D3(LE 2X12 I N I I I I �� ;, -- 4X4 COLUMN 11 © RAFT I I j I I BELOW SEE C-18 � p 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' _ , 2 ---- C-18 C-20 C-22 C 18 E C-18 4 -0 2 0 - �- - 64X 15 GLU -LAM BELOW C- 23 ° , 1, 1. 1,- 4 „ , , " 15 SPACES 02 - 0 8 SPACES ®1 - 0 25 SPACES 92 - D 4X8 HEADER TYP_ FOR I = 30,-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 8-3/4xl8 GLU-LAM eam located over the Kitchenette area, C-18 provide a simpson strap c nnector (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 2-2xl2 rafters." 61 od3 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 APVD ©Oi2M HLL SCALES ACCORDINGLY. r Np JSEA22388.RD ,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 8-8 Q� SEE DETAIL (SIM)- o C-21 12 - C-18 DETAIL DETAIL - i (SIM) C-18 C-18 - _ i 3%sxl2 GLU-L M i _-_ CL-_ N x N All DATE: 11-12-91 FII FNAMF:SFA22388/C-lSA_n(-.N i ' 4 S 9 i 11_4" �,_4„ 14 SPACES C 21-0i1_ 28'-O,l 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 -------------,-- GLU-LAM ------------------ , i ~' CONNECTION I I 4 x 4 I SEE ,DETAIL 6 I I COLUMN N I 1 C-17 I i BELOW b I PILASTER BELOW I I I 3 1/8 x 12 GLU-LAM I i 1 i SEE DETAIL 2 I I i F 001 I I B_1 A �11 ---------- -----1 ----------L------------------ I I I F ' o I CONIC COLUMN I I cI I 1 OFFSET BEAM 611 AS SHOWN 1 SEE 1 3 C'I I ®43.83 TO 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 @ 2'_ 0 11 2x 8 BLOCKING @ 48" OC #4 ST I R) 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 It1I 1 I-� 21_61,x 3,_011 43.C81 V ,ALL OPNG I j I ACCESS DOOR I I /f- ' �Dg LOUVERFLOW1 1_l B-1 I--- ---_----- -I j r - - - - - - -------------I ,.+ r-----t--------------I E--------------------I t -4 ® L I T I NG EYE LET-�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 ENTER c\IC� t 2_(,- BELOW .....E A �; Z � o WALL OPNG BELOWINDOW I _� C-20 I 'p e J / 10" ii `L (r, 2 16' 0 11 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 �2130- AND SEALSETRSON 16'-0" Q1 6/92 C I NO. 20 NO. DATE #4 ST I RRUP 4-#7 #8 S1 BAo C-21 o co ,-q Z M— A A A n L' 10 " NOTE: 1. FOR BEAM DETAILS, SEE 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 +4 A 07-lr)Ml I M 0 Ai ELEVATION B-1 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" JRM DLP 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. ELEVAT ION B-2 +r A CT 10IDl IBC` 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 900 HOOK !TYP) STD 900 HOOK (TYP) MAX. BENDING MOMENT = 465 FT -KIP ELEVATION B-3 MAX. SHEAR = 60 KIPS STD 900 HOOK (TYP) MAX. BENDING MOMENT = 675 FT -KIP ELEVATION B— 4 MAX. SHEAR = 85 KIPS CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON FAI 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 11-19-91 SFA��3flfi\C-15A-nWG E I .--wmi;ijjjE Z-� L - GLU - L AM—GONNEC TI ON -FOR PL YWOOD ' ^' SEE DETAIL SEE SH C-15 ----LU---#-3 ".: I i , STIRUPS % C-17 (TYP) I 1 _�� Q y f — — B-7 - N IIt I rt w " ADDL #5 ® 12" o� � ° � EF (TYP) o 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/ax12 GLU-LAM OR WINDOW ! SEE DETAIL I I co I ELOW i B1 I B1 ------------------ ----4 I---------------- 1------- #8 SPACE ----------------- BAR ® c I- - - --I r---------------- ------ 2,_0 SSS OFFS T BEAM o I CONC COLUMN N I I ®4 3 6 AS 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 (SI M) ® -I I C In Irc C-21 EYE SHALL BE M I I COMPATIBLE C-21 MTH HOIST ,L CENTER ON o L`c' B-8 SIM I ACCESS HA T(�H 1 BELOW o -- WALL OPNG FOR WINDOW ." A- 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 " EL 42.25 -0" W21 ® 8"=14' =' Q ALL OPNG EL E VA TION B -1 FOR ° WINDOW -- '- " BEAM ABOVE WEST & 7 6 2-#5 (— #4 STIRRUPS -_,\`` _ ,.�-�� SOUTH WINDOWS � (TYP)-- ,. --STD 90° HOOK I-1 (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� ----7-9 --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-#9 VARIES, 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 -� E11 ®1211 -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 r r $ 10 ".�,� �:.. ' C- 20 10 " NOTE: b�jc � x I t SUc - - --- - -► -i ---- 1. FOR BEAM DETAILS, SEE (iFfr�► 16,-0„ 16,_0„ AND ® C-16 - --- 1� 0 B-4 3-#7 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 PROFESSIONAL STRUCTURAL 3 OF 158 FJ GISIE� V�� CHK SERVICE, IS THE PROPERTY OF CH2M HILL AND IS NOT 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 _ �.PETERSON PVWITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST JEFFERSON COUNTY, WASHINGTON PROS -` �NO. DATE REVISION BY APVD ©CH2M HILL SCALES ACCORDINGLY. MESAAND DETAILS NO. SEA22388.RD , „ 30 - 8 14 SPACES © 2'- O "= 28'- 0 C-20 IJ 4_#3 TIES 0 1 1 /_? " = 4 112' 22670 N OF ASSEMBLY N )P PLATE 2- -Y4 STAINL STEEL L IV8 ?pX I P)X6 1) 'HORS TYP, 11 DWELS ROOF DLAN DETAIL I V2 ?)= 1 P- 0 yy 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—] SECT/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 PL A TES* VB " THICK BASE PL A TE* NOTE: TOP PLATE NOT SHOWN SEC TI ON 2 3-#6 CONIC ` COLUMN B-6 Wo #3 TIES 4-#5 VERTS SEC TI ON 3 GLt BE, 2x2 GLU-LAM BEAM -- B-7 CANOPY BEAM DETAIL 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 PL A TE BEAM CONN PLAN !12 > DETAIL WOOD JOISTS-,' C- 18 NOT SHOWN (SIM) 0 0 3-Y4"(TYP) 4V2"(TYP) 3 -Y4"(TYP) DETAIL SEE ---GLU-LAM (SIM) ri 3 SIMPSON HUZb SERIES 5V8xl2 C_ iq SLOED rD DETAIL HEA PVSKEWEDY DUY I ly= i A- 0"C- 16 HANGERS (TYP) DETAIL 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 314'D1Axl'-0"- WITH SILL SEALER (TYP) LONG ANCHOR 2-314" DIA BOLTS 0 32 % ------------------ I x 1,-0" LONG o-----CONC COLUMN (TYP) ANCHOR STUDS BEYOND WELD TO PLA TE SEE C-20 SECTION F SEC 6IP t,173 o ( FT.A PTL.- E C E y i j 11-11-91 SEA22388\C-30.CWG W10111 r 6" SPACING FOR 12" SPACING TYP I6 " SPACING FOR 12" SPACING TYF 1 12 " #8 VER TS TOP LAP WIBEAM -------- 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 1 /--- #8 DOWELS CONC SLAB EL E VA TI ON DETAIL 3/4 "=1' '- 0" C-14, C-16 GLU-LAM � 8 3/4x 18 -- --- SIMPSON 7 GAUGE CONNECTOR HCC3T (SIMILAR) FABRICATE TO FI T. WELD INTO RIGID ASSEMBLY, SEE PLAN. O O O O ;� o 1 O - GLU-LAM 3 %8 "X 12 O O O O � 7 GAUGE SIMPSON CC - - -- -- - FILLER PLATE COLUMN CAP OR EQUAL --�! 4X4 TIMBER--- COLUMN�_- --- -- ------ _ - I SIMPSON CC - -- 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. DO. UC 1MIL ( IU %2"=1'-0" C-14 - GLU-LAM i 3%8x12 o i � U I SECTION GLU-LAM 3 %8x 12 - ----- --- _ ems" 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) 4x 4 TIMBER COLUMN - - SIMPSON CE COLUMN BA OR EQUAL ( GLU-LAM -- ROOF BEAM 'SON CC AUGE LJMN CAPS TIMBER 2x8 UMN PLA 7 S �r O �I O , O GLU-LAM ROOF ----- BEAM, SEE PLANS SH C-15, C 16 - - 3 GAUGE STEEL ,.OLUMN CAP, WELD INTO RIGID ASSEMBLY 3MPSON 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 L. , 1 1-1 L.J lJ L_ I-, N� %2 " EMBED PL A TE --- - - NOTE: LOCH TE ACCURA TEL Y TO FIT ROOF MEMBER ELEVATIONS AND LOCA TIONS. DETAIL �2 1V2"=1'-0" C-15 SIMPSON CCO COLUMN CAP 114 " STEEL PL A TE �, �---- 3%8"x12 GLU-LAM -- SIMPSON CCO COLUMN CAP u 2 %2'1 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" ---- TS4x4x%4 -- - TS3%2X3%2X%4 °)� 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" GROUT EL 18.00 » 4 - 3 TIES o - ----- --- --- - - 1 1 /2 # - - -- / ' - --- 4 6 VER T ®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 0 f � T.O. SLAB B.O. RUSTICATION O N B.O. RUSTICATION o � N I 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-IIII= � -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 ONLY6424 4 REFER TO �� RFcI5-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) -r #.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 I EL 43.17 %B-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 I NF 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 ----.,[ OUTL lNE OF ACOUSTICAL FIXED LOUVER AT WALL BEHIND BLOWER ROOM PANEL T /cAL A. Q 3'-010 3'-0lj (TYP) (TYP) _m --------FOR REINF CLEARANCES AT RUST ICAT IONS SEE e (TYP) .J. ALL OPNG FOR WINDOW BEYOND (*_2_ (S IM) 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 5 /8" 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 3 EL 24.00 �-- BRICK FACYNG ------------ --- 1) a o o 10 OPNG AT WALL ,p• ??? 0001000 BEYOND FOR 3" 12'( 8 CMU WAL� LOUVER (TYP OF 2 THIS WALL) SEE PLAN z _ MUD RM z C-114 I I FIBERGLASS Q GRATING 00 I CURB GH I SEE GS-3 1--1 S44 U EL 18.00 I c _00 EL 16.33 —IIII . I I #5 @ 12" EW I I " PJF `-95 @ 12" EW 1'-0" I FOR FOOTING DETAILS s2 CTRD (TYP) I SEE SHTS C-6 AID C-7 #6 0 6" 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—#S CONT TOP OF 8" WALLS. , ----- ------ --- -- 5. FOR CORNER REINF SEE SS --=--s---:--- ----- ----r----------z---:- -- - - - - - - 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-75 FOR NAILING (TYP) f/ 12 FOR ROOF FRAMING PLAN A SIM i ""' � - SEE SH C-15 C-6 � � \ � 4 CONCRETE 2x10 024" ' PEDESTAL (TYP) PREFORMED METAL ROOFING, TYP SEE 3 ® 12' / T.O. SLAB W, T&B EL 43.83 T.O. 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 EINF ANCHOR AT BLOCKING 45" PLYWOOD I I FAN, TIP OF 2, SEE MECH. SEE 56 TYP 52 12 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 CONC PEDESTAL OFF gE 6'—)0"Y O 24" O.C. POLYMER ROOM I EL 28M- 2x6 CEILING 90'`HOOK • VERIFY WITH FRAMING EA END C-14 CONVEYER MFR. C-116 GWB CEILING MDO(�) EL 27.75* Z WALL P ONLYWOY THIS WALL ONLY W B.O. RUSTICATION I 4 p 12" p C.J. I C.J. TYP) C-1Y� I OAT& I HIGH POINT EL 26.00 BOOT 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 BEYOND �I p 12 T&B C.a OPNG AT WALL •• ••• ••• •' 8'CMU WALL p J BEYOND FOR , 3 12 '4 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 -i14 I 7" HIGH SEE 8 GRATING 4"THK ACOUSTICAL � ' � FIBERGLASS � : CURB WI PANEL AT WALL —•— _— J C-20 SEEtE U EL 78.00 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_ DETAIL ACOUSTICAL w -IIII � BLOWER ROOM PANEL 2 #5 p 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 CMU REINF NOTES FOOTING BEYOND/ ,{6 AD'6" —` e 3'-O" 3'-0" 1 5" 6-0* 1. #5 ® 32" VERTS IN GROUTED CELLS h� 2. #5 ® 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,(.L5• 5. FOR CORNER REINF SEE S5 to _ — — — — — — — — — — — 6. FOR ADDITIONAL BARS AT BEARING • ADDITIONAL 96 ®12" #6 072` 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�. 2 S. FOR ADDITIONAL BARS AT OPENINGS SEE 56 C-14 1. FOR BEAM DETAILS SEE C� C-16 2 FOR ADDL NF AT CONCRETE OP/NGS, SEE S6 SECTION KA Ts vrA„ CONTROL BUILDING SHEET C-19 �11`'s - - DSGN W-RM RAN REUSE OF DOCUMENTS IDEAS AND DESIGNS INCOR- BAR IS ONE NCH ON CRIONA. DRAWNC. CITY OF PORT TOWNSEND yo0 -_ - 158 STRUCTURAL 1991 z . R B.LAZARO THIS DOESIMENT, AND 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 CH2M HILL F NOT ONE INCH ON JEFFERSON COUNTY, WASHINGTON 5EA22368.R fIDNAtRN`�L J C 6• K L ARAGON 0 12- ADDENDUM N0. 2 JRM DLP wnT+OT THE WRITTEN AUTHORIZATION OF THIS SHEET. ADJJST SCALES ACCORDNGLY. PVD D. PETERSON N0. DA RECISION BY APVD OCH2M HHLL �I 11 12-91 S; A22388\C- ,6.UWG W� ■ �18 " PLYWOOD C- 7 �. l FOR NAO ING ( PLAN C-15d._ -s A SIM 12---- FOR ROOF FRAMING PLAN C- 6 SEE. SH C-15 . CONCRETE 2x10 Cam? 24" ' \\, PEDESTAL (TYP)$ �l -PREFORMED METAC ROOFING, TYP SEE 3 _ , ¢r Q ;. #4 ®12 wy. C-17 T. O. SLAB EW, T&B --\ EL 43.83 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 RUSTICATIONS pq 1 _ ---- - - _ - _ - _- B. O. RUSTICATION SEE S (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 _-_ N i -SEE SH C-15 i EW, EF -R-30 BATT INSUL GWB CEILING--:. EILING (TYP) C-201 s' ;� �`a EL 31.00 / _12 -2--Y8" DIA x 6" S. S. GLU-LAM BEAM 1 x3 WD "CONC PEDESTA L WEDGE ANCHORS TRIM, TYP--- 3-#4 W/ST SEE 6 -10 * ®24 O.C.!� 900HooK ° � - � � ; EL �$. 75 -. - �---------------_ POLYMER ROOM,.. � � 0- -� - � �- - --*-VERIFY WI TH CEILING ---- -- EA (TYP) D C-14 i CONVEYER MFR. -- ---_ __ _ C-116 ),x6 AMING \ (, -\� iL 27. 75 `\ Z MDO PLYWD 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 ` n - ` s - - BOOT RACK \' - B.O. RUSTICATION - I 92 #5 ®12 T&B EL 24.0D�_ �- BRICK FACT G I�_-- o I- - -- --- �:r° ` BEYOND - -� I I (I �`-- \ _ °. ° - - y C. J. -', B - 4 #4 ®12 " T&B C. J. OPNG G A T WALL - - - Y oo. o00 000 000, � ----_ I 7 ) ®-m� BEYOND FOR , N B.O. RUSTICATION - - - - ,w (TYP 12 ,I 8 CMU WALL i LOUVER (T -- -----SEE DETAIL --- ---._TYP - -----� ,,r / \ �-- EL 22.00 �� '� OF 2 THIS WALL) O 2 'j# MONORAIL SEE PLAN C� ._:_MUD RM " " BEAM 2„30 W x 72 Hx � SEE B USTIC I I FIBERGLASS Q +I - i 7" HIGH \ / 4 THK A CO '� j PANEL AT WALL C-20 GRA TING oo CURB BEYOND, SEE L - - - - -� \ SEE8GS-3 -_#5 912 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-iA- L7L-J L i- I =r_-r_ i-r r-=r_c _i.-L r _r_i -r i=I=1 r-=- CONC o - - PILASTER AT WALL BEHIND'` EL VARIES III IIII - -- - DETAIL ACOUSTICAL ------------------ -- - -- - - -! II 0 BLOWER ROOM PANEL N r C_18 ,` ? #5 ® 12" EW --� 10"(TYP) _ - ---- _ _ _ -----_ - - --- - - - Bl TUM/ NOUS _ _ - ___ _ C-1 - -- -- ---- ----------�--- � - - DAMPPROOFING TYP ON V4" PJF #5 ®`Y12 EW _ ' FOR FOOTING DET, ILS GRADE WALLS - -- CTRD (TYP) SEE SHTS 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'- ----3--0 5" 1. #5 932 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". HIGH POIN T 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 OPENINGS- 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 1IZ , 22670 •n FGlSjER t� JONAL Nvit�: 2 1. FOR BEAM DETAILS SEE 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 P 11 FN L1AAF •�F L��?ERR /C`— 1F,A f�C�N L6x3% x3/8xO'-7�' 31 �N 8�� 4 TYP=__------ w BEAM B-3 OR B-4 2-3/ "D IA BOLTS �0 4%" OC w\� OA S I M' - _\ A i M � 2-L4x3%x5/6 x0'-61/" MONORAIL BEAM I ' I 4-5/ "DIA S.S. SHIM AS REOD I WEDGE ANCHORS I rr `"-- 2-3/4" DIA S.S. x 5 LONG , A325 BOLTS (TYP) DETA IL 7 2 x 8 BLOCKING @ 48 "i 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 * EL 29.00 FOR BEAM I VERIFY WITH DETAILS �� EL 31.25 CONVEYOR SEE 4 i 1 MFR 17 — *AS REO'D BY 4-#6 EW , T & CONVEYOR, SEE I C-27 EL 26.00 (NOM) 12 4 I 3 ■ 4 5 6 GLU-LAM BEAM S I MPSON STANDARD JOIST HANGER (TYP) '%2 PLYWOO9YP) FOR NAILING SEE DWG C-15 �I -B-8 CEILING FOR BEAM DETAILS FOR WALL I SEE REINF, A 1 (TYP) 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 3x 8 LEDGER LOCATION (OPPOSITE -:::q SEE DETAIL OF ACCESS — HAND) SH C-19 DOOR BEYOND- C-8 (S I M) OPNG INF 1 ! \ I �� BAT T INSULATION ((TYP) S6 �� j (TYP) `r --—��----- \,----. BELT PRESS ROOM 1 I j j 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 SLUDGE SEE TROLLEY STOP (TYP) Q B-4 B-3 LOAD /NG AREA EL 22.22 _ C-16 IL EL 15.67 0 A 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 A (SUPPLIED Y BLOWER MFR 0 f BLOWER ROOM 30 "x ' 60 ACST C_ 1 PANEL 7'-0" I WALL ' BEYOND----' o' I ' 0 6,_6„ 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�� Wa 4 , _.. ,. ORIGINAL DR WIN �`rsIpNAL� DR B •LAZARO FOR SIGNATURES p" CHK L.ARAGON Al 6/92 CI NO. 20 AND SEALS EXPIRES 12-30- 'L .c APVD °= D.PETERSON I NO. DATE SECTION y 3/ It _ 1,-o rr 4-#6 VERTS W/ DOWELS 93 TIES 4" O.C. 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 T 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—I%2 "S.S. WEDGE ANCHORS x 5" LONG @ 24" O.C. PREFABRICATED METAL ROOF WOOD FRAME WALL GRAVEL w RETAINING WALL SEE DETAIL AND SH B-1 & B-2 C-22 -mot, 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 SI M - - - -- — i -- — —all 2-L4x3%2x-Ylsx0'-6%4" MONO' AIL BEAM----- 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 GLU-LAM SIMPSOP JOIST HANGER BEAM I — CJ- 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 " 0. 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 ---- BA TT INSULA TION ^_ 1 (TYP) 12 -----1 4 3x 12 LEDGER SIMPSON PA 18 PURLIN ANCHOR AT BLOCKING AT 48" O. C. AND AT EACH RAFTER -Ys " PLYWOOD ---SIMPSON STD JOIST HANGER U210 (TYP) 2 - �18 "S. S. WEDGE ANCHORS x5" LONG ® 24" 0. 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 -�'! ! B-1 & B-2 C-22 FOR WALL AND SLAB REINF SEEQ A C-19 - CONC PILASTER AT FAR WALL SEE DETAIL C-18 SECTION g 'y„ _ 1,_Ott C-2,C-13, C-14,C 15,C-16 IL SEE 1 i 1 CONCRETE _ • • CEILING • • CONCRETE BEAM B-1 3-#7, EXTENDi 3'- 6 BEYOND OPNG EA END 3 DE X'Nl �„ HI GI H /l ACOUSTICAL LOUVER SEE 138 -- (_SI M- ) EL 42._25 - f FOR DETAIL SEE (SIM) H C-19 1 ! 2 • I - - --Q SI M I x C-8 DOUBLE 2X12 LEDGER -------___ 1 2--'s" DIA X 6" SS WEDGE ANCHORS ® I "-�� ' �� ' �� 24" OC (4 MIN.) - BELT PRESS ROOM _ C-201 0 O Z o • 0 Co CID I Z EL 26.00 o --- Z EL 22.22 �• •I �_ 0 w i 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 06„Nt 0 1 X-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 FOR ROOF FRAMING SEE PLAN SH C-15 #4 012�,7 T & B �"EL43.08 4, , ,. LIFTING EYE TYPE1 3t S41 , #4 012" ' DETAILr-1111 9� 112"_1'-Opt 43.83 #4 06 --7- --- 314" D/Axl'-O", \, ANCHOR BOLT,/ � 1 1" GROUT -L_. - ------ (MIN) - - -- -- „ ►�....8 BRG , 1 1/2" ' PL 3/4 x6 x1 -D 2 112 CMU \ WALL 518" PLYWOOD FOR NAILING SEE SH C-15 3x6 TOF PLA TE TS 6x4x. )LTI GYP --SIMPSON SIMPSON GLU-LAM STD JOIST i HANGERS (TDP�1ST HANGERS BEAM (TYP) x r,12 11 T _I_ Li \� G WB I - -- -- - - - --- - --- „ - - -� - - - - g 8 CMU WALL 8 CMU WALL - 1 CEILING i 1 x3 WD TRIM-"� � SEE SH C-19 SEE SH C-19 - TS 6x4x.25--- • . I -CONC STAIR -2x6 CEILING -CMU LINTEL BEYOND SEE i 8'-0%4" HIGH FRAMING SEE SH C-19 S38 WALL EL_28 0. 0 I i I OPENING TO BEYOND- i MUD ROOM -- - --- - - --- RA/LING W/TYPE A i BEYOND -- GWB CEILING - ------ -- - --- - ---- -- - ------ ANCHORAGE - - - -i - - - - - - - - - - -- ---�- --- ---- - -- -- --- -- _ --- - --� -- - EE S34 G W3 / " \CEI L • WALL - - - - - HUNG _+_ OPNGnS6 i� _ _ T I I RE1NF -A A - -STEEL TUBE • CABINET- 0 , - - COLUMN T-- -- - - - --I - I-- STAIR _ EN TR Y -_r=r BEYOND JANITOR i I _ WI TH FACE --�----_ l -- --.1_- --- --- � � rr ll C-1 12 I BRICK, SEE --- -- -�- --- - r -1- 1 I C-113 _T -7- _.--- LUNCH ROOM WALL OPENING - 6 l-- --� - -�- - -L - ---_l -- - I I FOR WINDOWS C-18 •I Jul EL 18.00 #5 012"-- __ T`� I11I_-IIII- -.��-- .� I _ =1III 6 CONC SLAB ON EL 16.33 CONC STAIR 3-#5 _" GRADE. FOR REINF Z SEE S38�72P-OtpSEE PLAN SH C-13 o THICKENED SLAB - FOR FOOTING 8„ (TYP) DETAILS SEE COLUMN FTG - -- DWG C- 6 AND C- 7 BEYOND o �------..-__-_-B1TUM1NOUS 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 C-19 4. * DENOTES DIMENSIONS AS RECOMMENDED BY SECTION C EQUIPMENT MFR AND APPROVED BY THE ENGINEER C-14,C-15 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, WASH I N GTON CONTROL BUILDING STRUCTURAL S E C TI ON SHEET C-21 DWG 3 OF 158 N , DATE NOV 1991 PROS N0. SEA22388.RD REVISION BY APVD C i -- -J1 VLnLGVUV ��. mi L 6 CLEAR DIM GRANULAR FILL EL SE --�— -- SEE SH B -1 SH BE 2 - EL VARIES - - ^ I (I I------ - -------- -� FROM 22.00 Q I BLDG . I - -2'- D ca 4" DOWNSPOUT- PA VEMEN T - r -- EL VARIES - #5912� - FROM 17.50 #5 REBAR � �- --WEEP HOLES 912 OC 314 CRUSHED - _- 2 DIA AT N COMPACTED ROCK, SPECIFIED 4'-0" SPACING STRUCTURAL AS 'GRANULAR cc� FILL PIPE BASE' #6®12" CONCRETE CURB RE TA / NI N G WALL -- SIMPSON STD 6 " PERFORA TED - - - `7 - _ EL 16.33 3/8" - It-Of'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 -1 x3 WOOD TRIM BEYOND S TORA GE S (ELVES LINTEL SEE DETAIL Q 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 o #5 ® P2 " #5 92" IEW 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 FOUNDATION PLAN [C` V►�HI��' 8 CMU ---- SEE PLAN SH C-15 WALL _ 12 3X8 LEDGER BEAM W 2 __ MECH l q. -548" DIA WEDGE ANCHORS EQPT- �f AT 24 OC -Y4 " PLYWOOD ON 2X8 CEILING Jr - _- JOISTS (9 16" O.C. � EL 26.00Lj = - - 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- 007 „ - %4 PJF\ - EL 18.00 . . . . . PJF i 1 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 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�, GLU-LAM BEA S I MPON STD JOIST HANGER (TYP) FOR ROOF FRAMING SEE PLAN SH C-1&--�. WOOD POST BEYOND-- -SUSPENDED �- GLU-LAM ACOUSTICAL BEAM CEILING BEYOND %CONTROL ROOM C-101 'TIIIIIII f I I cD I I I I GRAVEL Ell RETAINING i WALL SEE ~ DETAIL C-22' 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 %424 REFER TO IST ORIGINAL DR IN �`ssIONAL ��Gl FOR do,. 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 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 00 i 0 0 CU 2" RIGID INSULATION (TYP AT EXTERIO DOORWAY THICKENED SLAB SEE© AND SH C-13 C-21 4 / Z PLATFORM HANDRAIL * * � e e 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 — — — — — — — — — — — — — — — — — — Q — — — — — — — — � 17111 COLUMN - - - - --- - _--- - - -- - - _ _ --- CONNECTION SEE #4C 12" EW CENTERS SLOPE 1 " FLOOR (TYP) LINE EL 16,33 -III I 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, MM18 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 eK/ 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 (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 I 3x3x.219 j 1 % "MIN NON -SHRINK I GROUT (TYP) ELEVATION PLATFORM AND STAIR DETAIL 3 /8 "=1'- 0 „ 1 114 2-518 "SS BOLTS YP AISC STD cnE/s1) °� 3/4"D/A 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 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 D TS } r RMN BAR IS ONE INCH ON x - 2 T YPC I AL AT ANCHOR ALL ADJACENT SECTION LOCATIONS) 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 c-23 r 3�y CONTROL BUILDING owGT NO. 36 OF 158 STRUCTURAL SECTION DATE NOV 1991 v PROD NO. SEA22388,RD 11 -07-91 SFA22388`.C-1HA.DWG 0 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 " CM 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 11 i , '+ ILLJ Ij -- 2T. 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 - HOPPER 34 - - __ ACOUSTICAL BEAM CEILING =- ----- - CEILING BEYOND CONTROL ROOM - LUNCH ROOM - --- - C-101 0 BELT PRESS C-115 ----- o RETAINING - WA L L SEE I - DETAIL- C-22 I _ AVEL 6 "CONC SLAB GRON GRADE FOR � u i WERNC + ?C-3 R _ 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 -- REINF SEE PLAN SH C-13 SECTION (f� ys " = 1 '- 0 " C 2, C-13, C-14,C-15 _ #4©12" EW CEN TERED--1 SLOPE 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 ALUM L 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 TI ON 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 FOR CONTINUATION SEE SH B-5 I- UH CUN I /NUAJ ION SEE SH B- 5 SEAL AND 4`� o U " SIGNATU HERON AP I S T4 CURREN REVISION O ® DSGN R *24 D.WERMKRANTZ REFER O ORIGINAL D WI s�� S G TONAL w DR R .LAZARO FOR SIGNATURES EXPIRES t2-3o- 'V f.Rif, IVIQ CHK L.ARAGON 6/92 C I NO. 20 AND SEALS MRIMAPVD D,PETERSON I 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 _ 4-V 120 [ I r P ) '-4x 1 `4x2 MAIN FLOOR PLUMBING PLAN REUSE OF DOCUMENTS � 'animAwMal� 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 Y' 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 APVD OCH2M HILL SCALES ACCORDINGLY. 2-NPW-PVC TO /"1 508 RDCR RDCR 1% "PVC D I PV C EL 10.00 I I -- HUB DRAIN DETAIL NTS HYDRANT SEE ,,.,2-NPW-PVC -- 4-V 120 —4x3 RDCR 4" 900 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 *} NT S fl tA51 I %2" W l NOTES: c; 1. FOR LOCATION OF LAB COCKS, SEE PARTIAL I PLAN AND ELEVATIONS SH C-9. C. s.5 �.. CITY OF PORT TOWNSEND CONTROL BUILDING WASTEWATER TREATMENT PLANT STRUCTURAL JEFFERSON COUNTY, WASHINGTON I SECT v6N SHEET C-24 NO 36 OF 158 DATE NOV 1991 PROO N. SEA22388.RD NO. W IQ c n i. "4 cI 11--12-yl SLAZZ.StStS\C- .y.UVV6 ___: ------ FOR CONTINUATION SEE SH B - 5 4-NPW-DI - 2- W2-PVC - It EL 14.00 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 RDCR - 4 RPBP / M601 I 4 W D PIPE POL YMER ROOM __ SUPPORT EL 10.0 0 0 1 %2 - _ PIPE R M844SUPPO T 2-W2-PVC !0)1 I� I _ SEE 2 es/M SECTION - -- -- DRAIN 3-NPW-PVC _.------------------___.--------- --- -- SUP To BELT BLOWER ROOM r --- -- — -_-_ DETAIL � __ N TS 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 \ R M ; � - HOSE RACK M16 SEE TYP PIPE SUPPORT - - - -- - - /2 �L _ - - � S52 LUNCH ROOM ---- WALL SIM A-5 SLEEVE M604 JA N 4" REDUCED PRESSURE AREA FOR LAB - - - - -- -- �- - -- - cw AIR COMPRESSOR Hw 1 T BACKFL0W PREVENTER + __ _ - 1 -- %2" DN TO SEE DETAIL -- _ - AND VACUUM PUMP I _ �> =T-==1 3- _ _ � = c �-�� %2 1 1 /2 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" H W I - SEE -- - SEE - _ 1018 LHW- _1_tt F c� /2ALB, LSK 1 %2„VAC DN %21 %4 LSK-I - 15HOSE � ____ ---- - KI TCHENETTEvALVE — - t- Lp- ��DN TO 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 /2 VAC DN _ ROUTE IN STUD WALL I VALVE, PROVIDE L 1 _ TO FIXTURES %2" - WC-1 O ACCESS DOOR LP- 5 -- (L A V SIDE) LP-6 -_- - - -- -- - - W1 ----- -%2 HW DN l �fl_i l / LA V - _ /\ L-I Lp_1 -- _-� --- I � _1„ DN MCC SHWR ----- '' i-- SHUT OFF VALVE & �REDUCED PRESSURE I / LP-1 - I LP-3 ---1 _ LOCKER = BACKFL0W 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 I U.50 \- 1- V730 SET ® 50 PSIG SECTION DETAIL 2 N TS -- 4- W1-DI '-- --- EXST 1 %2 W1 NOTES: �EL20.00 1 OANDTEOLEVOATIO B PARTIAL FOR CONTINUATION SHCOCKS,SEE POLAN - 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 _ -- DR J•BROWN THIS 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 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, wASH I N cTON MAIN LEVEL PLUMBING PLAN DATE DATE NOV 1991 � y APVD D PETERSON NO. DATE REVISION BY APVD OCH2M HILL SCALES ACCORDINGLY. PROJ NO. SEA223H8.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 1 /2" DRAIN DOWN FROM SIDEWALK DOOR FRAME, TERMINATE OVER HD SEAL AND SIGNATURE HERON APPLIE TO CURRENT REVISION ONLY o 16424 REFER TO I � tr 4 ORIGINAL DRAWIN ONAL FOR SIGNATURES E ES 12-3o- 1/ AND SEALS �. FOR CONTINUATION SEE SH B-5 1 8-D-DI 2 "V UP & 1 OVER TO 4" VUP 4"VUP 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 1 FD-2 I 2 14/-I ,i o- o 3" UP TO FD-2 I FCO FD-2 b 3" 1 3" UP TO FCO FCO 1 1/2" V UP TO 1 1/2" VTR '�- 2" V UP 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 6 HD (IN CEILING SPACE 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 1 2 VTR 3 2" I 1 1 SHW2„ ! ! I MCC LOCKER 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'-O„ 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 JRM DLP BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT IF NOT ONE INCH ON JEFFERSON COUNTY, WASH INGTON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. CCH2M HILL THIS SHEET. SCALES ADJUST ACCORDINGLY. REVISION BY APVD CONTROL BUILDING [DATE EET c-25 G 42 OF 158 MECHANICAL NOV 1991MAIN LEVEL DRAIN AND VENT PLAN OD . SEA223W.RD C �. lost, r - 6 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 _, 3FCO 3 UP TO � FD - 2 FD 2 I FD 2 I TO 2 VTR i a I FCO o I--- ---- - - -- - I POLYMER ROOM �+ 8 2 V UP HUB DRAIN) 1 ) r - FOR CONTINUATION --� — — ( �r SEE SH B - 5 z i -- --- 6 " UP TO FD-3 4 - - -- -- -_ _ I _---.� - 3 3 „ �I I PROVIDE DRYER OUTLET DISCHARGE BI-_ - ---------_____ I �_ L---EQ--1_--- -D CONNECTION, CONCEAL DISCHARGE, LOWER ROOM DRAIN PIPE MOUNTED ROUTE TO EAST WALL, TERMINATE ON CEILING FOR — FD-2 - -- - W/STANDARD BACKDRAFT DAMPER. O DRAINAGE FROM -D- — -�oFCO - -- UPPER LEVEL-------� I MUD V2„ 1I RM - 2„ FD-2 I -- - -- - UP TO FD-2 - _ JA N 2„UP l FCO �` I b i I ( ,q _ 5 -WASHER FD - 2 ---- -------- -- - - - -- - DRAIN c) 3 UP TO I A 4 FCO 1 r2 "v UP ro 2 v LUNCH ROOM �� --- I \ SSK /1 DRAIN � 2 1 /2 VTR --- � �, __ -----}___+----.--- -_ -, -- FCO t�% -3 �\ I �3 O--«- -----2 -V UP - - -- - - - -- - - - - --- -- ---1[jd --- -- - -- --- -- - - -- - - _ _ - -- - - - -- -- - _ .- - - - -- - -- -- 2 V UP TO i r LSK-1 (TYP) 2 VTR I 4„ 1 - - I �/ KI TCHENE T TE _ L A B ORA TOR Y 1 _ � KSK-1 II FCO FD - 4 FCO �l -- - ---------- --- o-- = D- -•-D - I 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 LA 1 --- - LSK-2 -- -- - ---- - -�- --- I ------ ---- - - - LA V-1 FCO 2 2„ I _ a „ LSK-3 It_N/2 2 D- a4-- I 1 %4"- 1 %2 2" -RUN VENT PIPE IN STUD WALL (TYP) i -RETAINING WALL - - ------ --------------- _-- --- --. _._ _ _ _ ----- 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 TO WN 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 THE WRITTPKI Ai1T14nPl7ATlnW r)F [.H7AA H11 I _ ...__ IC CCCL7C/lnl (�rll InIT�/ 1Af A CLJIf Il�T/1�1 A A A IKI 1 C\ /CI n O n IKI A N I n \ /17 i CAD CONT40. :iATE: 1"1W .+o.• m: ?o DON � i i� 2'-6"x6'-0- CANOPY HOOD SEE%a _ 48X36 ACOUSTICAL A 30" R. GEOGHEG N J. stow+ _ y� " J. Ss*m i IV92REVISIONS PER GI 76 - -AOVOD. PETERWN «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� 1 j2x6 I -+ ` -WAY (1901 ��) 12x6 7 12x10 1009 I I- Bx8 1 12x8' I' V2x 1 12 10 15Xt5 CD I °�'\x8 8x8 t,XI4 CG-1 4 L 16X 12 1700) -WA \ / (5501 — Tax 10 1ax 10 . \ tOx 12x 12 CG-1 9x9 CG-1 (190) typo/ Qxg1 - BD BD TYP OF 2 D (1901 J L BD (oxg 1g0) F-i 1 WAY CORNER CG 2 1 f (3801 IN SOFFIT HVAC PLAN - MAIN LEVEL ' 1/4"• r-o- REUSE OF DOCUMENTS CONTROL BUILDING ra ooaaorr. aso VK cc" me wswa arac• 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><. ss Ti PoOPWRTV of ow wL MD M NOT To W UNV- M ""W Opt = I.RT. IG.1 wr GT P NIGt•CT •w. l r IT o.1 «w 1.1 .EFFERSON COUNTY. WASHINGTON ►ue txP r'T T TK r"'TTw "V^o"wT�' oc ow. + eo0.. scoKu � MAIN LEVEL HVAC PLAN Mj eT tvvp i ?-"41 VA2238,9\C-20.0WG Ile 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 TTACHED 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 __: --- -- = ----- - ----- -- _--- -- ----- ---- --- ----. ------ --- ,iJ --DAMPER 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 --- 16xl6 CG-2 DAMPER MD 1024 (300) ROOF ) —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) ASJ-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-i 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 2)- 6 x6 -0 EF=1016 T 14x14- Ti14x14 n h2x10 4-WAY CANOPY \ C 14 DIA 12x6-- 12x6 - 12x6 - HOOD \ l 8" DIA _. ---- ( [� 8x8 O -L EDH-1009 SEE M440 ----- - ---- — 12x8 /\ EDH-1013� - - — 9x9 C ASU-1015 �-Pt, 12x10 (190) :w ti- u -- ' 14X14 CC-1 Y'�t 15X 15 CD = _� _ —v. ECP 1026 - - - - ` (600) 16x12 (700) 4-WAY � I-------- --------- -- -- --- - -1 �----. ----- - -- -- = 14x10 14x10 I -1Ox1D 12x12 CG-1 - (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 14x 14 CG-350) 12x 12 CG- 2 9X9 CD (380) (190) 2- TYP OF 2 /N SOFFI IN SOFFI T - - WAY CORNER fib 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 H VAC 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► -- ---- a• f_ WX MM :�I 1 • - finM�r_i�:;s��. .� •: °��►�i_r� - - - -- - - �� `Gs� �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• • Op a TREATMENT E Et DATE: 12-20-91 FILENAtAE: SEA22388/C-21.DGN SCREW CONVEYOR 3 -140 (t CONVEYOR 0 ,- DISCHARGE g S MSL lid SLUDGE 140 140 �'j LOADING AREA C - 31 POLYMER MIXER li/ BY BELT PRESS MFR CONNECT TO 1-PO-PVC WALL CLOSURE FLEX CONN PER 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 W / _ BACK DRAFT _ j N I DAMPER i — _ �`- r _ _ (1440) I i I I 1 -i/� I I FD-2 3'-0" * PROVIDE 8 "t L — — - J I = 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 48x 36 MOTOR IZED/ DAMPERS MD- & MD-1210 ON UPPER PORTION '-0 "AFL) OF LOUVER. PROVIDE INSULATED LANK -OFF PANELS ON EMAINDER OF LOUVER, Sep 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 HO /ST ' 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 W / 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-D I (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) ems. 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 HERON APPLIE co TO CURREN ® REVISION ONLY �o14 p'_. • IS REFER TO ss�ONAL ROWN ORIGINAL DRA IN FVD 2 6/92 CI NO. 20 FOR SIGNATURES (E;IRES 12_3o-q�--1 ~ 1 RACKEN 1 12/91 ADDENDUM NO. 2 AND SEALS ETERSON NO. DATE REVISION 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 JAPVDI NEOPRENE GASKET BETWEEN WALL ' AND FLANGE AND BETWEEN OVERLAPPING FLANGE CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON DETAIL1 Nit-, r1CD/\l/__11 V2\ 0 METAL TWO PIECE FLANGE BY TROUGH MFR. SIZE, GUAGE AND TYPE OF METAL SHALL BE COMPATIBLE WITH TROUGH AND OPENING U-T ROUGH WELD FLANGE TO TROUGH AND L I D CONVEYOR CLOSURE DETAIL 1 "=1'-0" 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 A 12-iO-81 SEA72xe�C-z, x,wo - _ DCON VEYO V ISCHARGER S UDG POLYMER ' oADING AREA MIXING VALVE* CONNECT 1-PO-PVC 1> C-31 WALL CLOSURE PER INSTRUCTION / SEEQ OF MFR ` DRAIN VALVE y % F- O W/ BELOW 10 BACK DRAFT SEE 19 ' ® / DAMPER O'AFL FLEX. CONN. PROVIDE FL �j 440) PROVIDE Di" (TYP) SPOOL PIECE TO MESH GAVIL REPLACE GRINDER 1-PO-PVC SCREEN ON INLETJTYP) 4" V UP TO 4" VTR SLUDGE GRINDER* /� ` (t EL 29.50 do OU ET 2' V DN M-120 - 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 AI501 (SIM) SEE DETAILL� I 1 BELOW) _ ) -' s-DS-DI �EL28.50 NPLATFORM � I I // I► I I `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 PAP qCC it,]660.L fi'sloNAI. LNV BY ASMFR* REI T PRESS ♦ SLUDLINEAS R3-NPW-PVC BELTFROM BLOWER MFR ROOM jFEED'I _ -FLEXE OW CONBELOW BELT PRESS) SEE 70813 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 UNIT* DISCHARGE w SEE NOTE SIDEWALK 6 BELT PRESS ROOM HOIST ' ` DOOR MOUNTED ABOVE M-100 RUN LI 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 WK APVDD.PENO. 1-PO-PVC POLYMER FEEDER POLYMER ROOM 0 ELEV 17.33 1-PO-PVC 10' FLEXIBLE HOSE r/O O O C POLYMER SUPPLY DRUM CGCx gs FOR PIPING TO POLYMER ROOM SEE SH C-24 POLYMER DRUMS (TYP) .e► 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 BELT MFR. REUSE OF C)OCUMENTS BAR IS aNE INai DN CITY OF PORT TOWNSEND THIS DOCUMENT, AND THE IDEAS AND DESIGNS"COR- ORIGINAL DRANING. 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 nrJ BY APVD OCH2M HILL SCALES ACCORDINGLY. FLEX. CONNECTION -- PROVIDE ;1" MESH EL 37.50 GAL SCREEN OVER INTAKE do _ EXHAUST VIBRATION 'ISOLATORS WALL SUPPORT (TYP) FABRICATE FROM 3x3xY4 ANGLE, FASTEN TO WALL W ANCHOR BOLTS N EXPANSION SHELLS HOT DIP GALVANIZEAFTER FABRICATION) � � 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 NOG 44 OF 1 MECHANICAL DEWATERING AREA PLAN f DATE NOV 1991 PRDJSEA22388.R1 11-11 91 SEA 22388\C-21.DWG 1w] ■ Ll E — T 1 CONVEYOR DISCHARGE - -- - - , SLUDGE POL YMER LOADING AREA MIXING VALVE* --� CONNECT 1-PO-PVC I _ �- 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 INLET OU (T YR) 4" VTR , ` SLUDGE GRINDER* -2 V DN -- EF-102 0 W/ I FAN MOUNTED ON I BACK DRAFT ~� ER WALL BRACKET I D 6'FLOOMF'0"AFF PIPER M622 -� I ! i SEE DETAIL FD-2 �l440) (BELOW) i 6'-0" - -- _ EL 281. 50 6 911 912 cV THICKENED / ! PL A TFORM LSL LSH SLUDGE LS 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, LOCATION 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 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 sr1c,`�' BELT PRESS ROOM @ ELEVATION 2600 2" V UP TO >'zoI , u BEL T PRESS - (t BEL T 2 VTR - - 132x120 REMOVABLE I DRIVE UNIT* 0 FD-2 PRESS LOUVER. PROVIDE SEE NOTE 3 DISC ARGE 48x36 MOTORIZED - — I -- --- o FCO AMPERS MD-1209 & MD- . ONU� 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 G� EF-1019 W/ BACK DRAFT DAMPER 6'-0"AFL 1440) -- 1-PO-PVC l� EL 29.50 --- PIPE SUPPORT M52 (TYP) WA L L SL EE VE j (SI M) R" ---------1-PO-PVC �`-POL YMER / SOL U TI ON FEEDER M -'T 0 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 UP, TO \FLOOR 2" VTq HATCH C-31 1 � UPPER LEVEL MECHANICAL PLAN I DSGN DR J.BROWN N` CHK R.BRACKEN APVD D.PETERSON I NO. JDATE FLEX. CONNECTION * ° PROVIDE %2" MESH = .-EL 37.50 GAL V SCREEN OVER INTAKE & j { EXHAUST " -- V/BRA T/ON "y I SOL A TORS WALL SUPPORT (TYP) FABRICATE FROM ° f 3x3x%4 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) 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 LOCH TIDN AND ARRANGEMENTS TO BE VERIFIED BY BELT PRESS MFR. REUSE OF DOCUMENTS BAR ONE INCH THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- ORGIINAL DRAWINGN CITY OF PORT TOWNSEND SERVICED IS THE PROPS PROPERTY 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 DW G 44 OF 158 DATE NOV 1991 PROJ SEA22388.RD N0. U,. E toi U LL z W 0 0 a: 0 O > E LL 12— 20-91 SE A2238$/C— 22 .D G N NOTE: 1. * DENOTES ITEMS TO BE SUPPLIED BY BLOWER MFR MECHANICAL PLAN 3/8 " = 11-011 SEAL AND 4' �, SIGNATURE o HERON APPLIE y TO CURREN REVISION O LY 16424 I S ,Q Iry sTG REFER TO S's�Ct ONAL ROWN ORIGINAL DRA IN FOR FVD Q 6/92 C I NO. 20 SIGNATURES EXPIRES u-30- '✓ �' 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—� —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 II SPOOL OF REOD JGES (TYP) LENGTH FOR FUTURE I (P EL 11.50 EL 10.00 (NOM) EE DN )-o2 DORT C -P—STL ?' 02 M/ _FEE DN D FLAI 13.00 P—DI ESTER 4—DS—DI 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 I E VALVE (TYP) BELLOWS TYPE FLEXIBLE* COUPL INGTYP) ------ y-fHA4hH---- ---1N-F-----------V---------- NTAKE AIR* ILTER I SCHARGE* I LENCE INTAKE* SILENCER 6�� 6X4 RDCR---- ------------IELOWER ------- 6X4 RE STER3'-0" PROVIDE FLG X FLG DIGEB-961 SAMPLE VALVE —� R�P� CEMETER PIECE FLOW O� (TYP 3) SEE LP 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" 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 1"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.. m x 2'-0" 6'-0" 6-DS-DI FROM BELT PRESS FEED 6 OS-01 PUMP 6-DS-0I, UP TO BELT • 2'-0" 411 "�8-ALP-Dl TO DIGESTER NO.2 8-ALP-DI TO DIGESTER NO.1 0 LOUVER 4•DS-DI 4-DS-DI e o 0 t BLIND FLANGE DIGESTER BLOWER 8-961 0Lpi 0 PRESSURE* BELLOWS TYPE* RELIEF VALVE FLEXIBLE (TYP OF 2) COUPLING (TYP INTAKE AIR FILTER * ° ° ° (TYP OF 2) -V0 ( TYP) DIGESTER BLOWER B-962 INERTIA BASE ASSEMBLY* (TYP) o ° 0. FUTURE BLOWER I 101 0 0 BLOWER MONORAIL ROOM 0 ml 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 ON BOT OF LOUVER 60 (TYP) BEAM 4SITL 6-DS-01 IIII=11�1 BLIND FLANGE 6-DS-1 INSULATING II11= 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* 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� .h. = I"-O" — 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 8-ALP-STL EL 20.50 * 8-ALP-STL EET C-28 C 45 OF 158 TE NOV 1991 W] wl i' 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 VER r 709 C-29 6-DS-DI UP TO BELT PRESS 2,_-0_„ 11 %8-ALP-DI TO j DIGESTER NO.2 8-ALP-DI TO rlT ri.*- � DIGESTER N0.1 LOU VE '. - IUI --� 5 4-DS-DI 4-DS-DI © o o .. M 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) _ 71 FLUSHING U18 DIGESTER BLOWER CONN. TYP) B-962 SL U GE SLUDGE o 0 0 TRAN FER TRANSFER A PU; P PU P ` x C_29 INERTIA BASE P- 31 P- 32 ASSEMBL Y* (TYP) * * ® 00 O TLn ►r}- PIPE ----- - - - \ - - DIGESTER BLOWER B- 963� ' L@jo _@j BLOWER MONORAIL ROOM HA TCH AB 0 VE -- i r. NO TE: 1. * DENOTES ITEMS TO BE SUPPLIED BY BLOWER MFR PN J• WASy f�cors C 2 25366 • �� 1 f f,spIQN MECHANICAL PLAN ,Ys» = 1,-0„ BO T OF (TYP) BEAM - - �8 DI \� S TL EL 18.00 INSULATING FLANGES (TYP) I II— fenfi M844 A EL 10.00 (NOM) r6X4 RED TEE ON CrY 'V502 --e PIPE M50 SUPPORT = -- 8-ALP-STL - 8- V502 (TYP) j 8" TEE DN rFLOOR M622 PIPE (SI M) ,___-6-DS-DI TO PRESSURE RELIEF* EL 26.00 (NOM) _ BEL T PRESS VAL VE (TYP) �.. BELLOWS TYPE FLEXIBLE* j MONRAIL COUPLING (TYP) r L OU VER - -- { g#_ ! INTAKE AIR* ei --- -- Al l M - -- FI L TER ` 6-DS-DI -- _� DISCHARGE* SILENCER - - __- 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--,O EL 13_00 4-DS-DI - - - -- 3'- 0" DIGESTER SLOWER r----------- PROVIDE FLG X FLG B 961 SPOOL PIECE TO (TYP��(F 3) REPLACE FLOW METER j 8-ALP-STL FT FE SAMPLE VAL VE 130 130 709 SEE n��' �l 7) (TYP) SECTION`} A �s = 1 0 - : . sF EL 26.-?0 (NOM) PIPE M550 ---- HANGER (TYP) 1--EL-20-5 * __ 8- V502 --- 8-ALP-STL SEE' /0'r FE (96D709 �,� --- 8- V502 I (TYP) _f` (TYP) E4TYP) Pl EL 16.00. N j. FE -- 8-ALP-STL (t EL 13.00 963 � PI 8/10 -ALP-DI _ DI GES TER -- NO.2 A PIPE 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. REUSE OF DOCUMENTSONE CONTROL BUILDING sHEEr c-2s r' 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 PROFESSIONAL SE R I ED HEREIN, AS ER INSTRUMENT HILL SERATE, IS THE PROPERTY OF CH2M HILL AND IS NOT TO OR IN PART, FOR ANY OTHER PROJECT D �� 1' WASTEWATER TREATMENT PLANT IF NOT ONE INCH ON SECTION DAZE NOV 1901 NgL � K R.BRACKENUSED 1 ;ADDENDUMNO. 2 IN M. 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 APVD OCH2M HILL �"� / w n 0 K��-1 0 PN `� OF WJ 0 P 25366 p �� n� FG 1 s 1 sfI�NAL DSGN DR = T CHK APVD rui�u�n��n J L l.i I I kJ I v ( V 1 -Y8„_ 1'-0„ C-28 �—� DATE: 11-12-91 SEA22388/C-24.DGN 2 SEAL AND W SIGNATURE HERON AP ti TO CURRENT REVISION ONL S424 �t� ® FR.BRACKEN NB .EIS �IST� 1� ORIGRNALRDR WI G DR ECG J •BROWN 2 6/92 CI NO. 20 FOR �. SIGNATURE E�'IRES u-3o- qv LNO. /91 ADDENDUM NO. 2 AND SEALS . - JAPVD D RETERSON ATE REVISION SECT /ON 3/8= 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 APVD 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 I Z.33 -1111 EL 16_Q PIPE CONNECTION PER POLYMER 2V SYSTEM MFR FOR CON, T SEE SH C-24 SECTION C-27 ® DEN B.EIS REUSE OF DOCUME(YTS BAR IN ONE WCH oN CONTROL THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCOR- OF PROFESSIONAL. OF21gAL DRAWING. CITY OF PORT TOWNSEND M ECH E 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 DLP NiTi�dtiT TTHHE WOLERITTEN AUTHARTOR ZATION OF CH2M HILLDR I P OR ANY OTHER F NOT ONE INCH ON THIS SHEET. JEFFERSON COUNTY, WASHINGTON SEC PVD D.PETERSON NO. REVISION BY APVD 0CH2M HILL SCALES ACCORDINGLY. � r dp " V 11-12-91 SEA22388\C--24.DWG it , I • 1w] 2-NPW-PVC WA SH WA TER BOOSTER PUMP- PIPE M508 SUPPORT \ FLOOR nA4620 -� SLEEVE EL 26_00 3-NPW-PVC GND EL VARIES - FOR CON T SEE SH C 24 - -----_ V UNION CONNECT TO BELT RDCR PRESS PER MFR 5-OS-DI--+'1 J---PLA TFORM 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 PROFESSIONAL O -- 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 . r I ■ 1 1 LOUVER HOSE VALVE SEE -- SIM u15f 41— PIPE SUPPORT M5 QCSIDEWALK D pN J. IONAL ENV BELT PRESS ROOM HOIST M-]00 BELT PRESS M-130 r--- ---1 FOUR-SIDED DISCHARGE L CHUTE. SEE SPECS SCREW CONVEYOR �^ COVER ?7:A HYuuCPOR PACU.3-NP W-PVC BLOWER ROOM 3" DRAIN & 3-V307 CONT. SEE SH C-24 v Q SCREW CONVEYOR SUPPORT BY MFR (TYP) ACCESS WALL CLOSURE 74, PLATFORM SEE • EL SCREW COVER i� CONVEYOR ' M521 SIM PVC DISCHARGE CHUTE EL 29.50 f DS-DI P EL 28.50 I NEOPRENE PIPE SOCK SUPPORT M501 FOR CONT. SEE SH C-28 SLUDGE Q LOADING AREA SECTION 4g"-1'-0" C-27 REUSE OF E)OCUMENTS B.EIS Q 1 /91 TE ADDENDUM NO. 2 REVISION JRM BY DLP APVD 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 W TH(SUT THE WRITTEN AUTHORIZATION OF CH2M HILL OCH2M HILL BAR IS ONE INCH «+ ORIGINAL DRAWING O -I. F NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINCLY. CITY OF PORT TOWNSEND WASTEWATER TREATMENT PLANT JEFFERSON COUNTY, WASHINGTON J.BROWN R.BRACKEN 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 I NE A EL 35.50 EL 35.50 CENTER LUM I NA I RE 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 I ST 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 i EAST ELEVAT ION NORTH ELEVATION B ---------------� 8 142 (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 MATCHLUMINA1RE,. 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 ELEVAT ION SOUTH ELEVAT ION V8 „ _ ,,-o„ V8 „ = 1,-o„ W p J z D OCr w U O cUi> A zz i►oe - 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 o LL D. PETERSON NO. DATE REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. NO. SEA22388.RD n A TC o 11— 11-01 M I C:r\i A AAC •cC A O7".�QQ /n-n,� ni v �,.A AllD D. PETERSON. _ _ . _ �.... .. _...r.. I H 11 i SHLE I, AUJUS I REVISION BY APVD ®CH2M HILL SCALES ACCORDINGLY. — CHLORINE CONTACT BASIN STAIRS N EL 15-.00 #5@12" EW, CTRD 6" WATERSTOP EL 11.00 a 121, 6" 41 -211 1 AN I CAL DRAWINGS. SEE S6 , 3U ILD ING R AL I-CJlJINL.J/`% I I\JIJ PLAN SHEET D-1 DWG 50 OF 158 DATE NOV 1991 PROJ O. N. SEA22388.RD NO A B c D v mm R A B C D . ' w a_j ¢ w w IL N O a U LL z w 0 r a o J w O w O LL r1 n n ► Ir .rr n In nn r-,i i1 . - 3 - 3'-0"x4'-6" SINGLE LEAF SIDEWALK DOOR (H-20), PIPE DRAINS TO SUMP BELOW., VERIFY DIMENSIONS AND LOCATION OF OPENING W / 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 COS Lu I M A D-4 p Lu o W bo U) 0 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 RE 1 NFORC I NG SEES, 20'-0" . • 3'_910* 31_8,/ I I � = I B-4 o I \. 1 I � CV B-4 I----- 7-----{ I I I � L - - - I ----1 0 3 ■ 4 b EXST DIGESTER WALL 6T @ 11,1 _ 5'-6" 7R 0 6 8 If : 4�_0 �� - 2„ PJF 16.00 AL RAIL W /POST 15.42 - - - - CONC STAIR ANCHORAGE TYPE "A" DN - N o D- I SEE 211-611 (qAND 9 (TYP) 011.50 ®11. PAD FOR STORAGE GUARDRAIL TANK , SEE 2 ' 28'_O„ 1,_O„ 9,_O„ ® 1,_O„ D 13 - Q D-1 GUARD POST EXTERIOR 0 I 1 3'-7%" 3'-4V " 2'-0" 10_0„ SEE (TYP) 8„ 3'-41" + S42 h> x 's 6" 30"x24" FIXED B a.a 6" CHLORINE CONTACT DRA I NABLE D-5 I _ BASIN STAIRS `�"ZI D D LOUVER D 13 TOP OF OPNG O I 6 -6 @ EL 19.50 102 ®15.46 if ®il 101 101 - - 15.46 ® 11 1 1 _ 1.&Q0 -------------- --- - -- 9-0 F. EXT -1 o ! t. 1F : EQP PAD 2,_61 ` : 1-0„ 15.500 o ,11.000 ' _M ENCASE TYPE A -� / PJF 10-OA-SST SEE IN CONC, FULL HGT 26 011.50 Q ® o SEE 4 S FD RIM '.. D- EL 15.40 �o LADDER OVER WALL AL I -BEAM I�' ❑ ~SEE�ETAIL 6"X4.03# GR 18 -6 6"S50 GS-2 LASS I F I ER O EQUIPMENT I PMENT , t ROOM - - - „ PJF D-101 `° u—� D 102 6 - f- 911 vi I 411 D I A �' EQPT PADS FOR WEEP HOLE' FOR BEAM DETAIL 1 _ _ ®15.50 ®11.50 SEE �~ 15.38 ALUM 3'-9' D-7 NI Ix GRATING _ c .�. • -■■��QIIIIIIIIIIIIIIIIIU' Illllllllllllllllllli 11111111111111111111111111111 IIIIIIIIIIIIIPIIIIIIII 111111111111111111111 11111111111111111111 111111111 11111111111111 uiiiiu' 30"x24" FIXED DRAINABLE LOUVER •' OF OPNG TYPE GS-3 Ililllllllllllll 111111111111111111 I I I 111111111111111111111 1' t. 015.50 FD RIM o =N 15.46:�cMCC CONTROL ROOM �" EL 15.40 , �r ►I, �� 11.so® _1 � QPT PAD / `;� 17 D TYPE F D-103 D EQPT PAD 103 SEE nS26 103 TYPE B co SEES 6 6 3 2W., _FF.EXT-1 O M 2 R 111 N 1 ENGINE GENERATOR ROOM 4 -10 3 -a .2 D ®15.50 6 "x 2 FIXED % " PJF (TYP) 104 F. EXT -1 D-104 DA1 NABLE r-,n•W. - - 2 EQUIPMENT LOUVER � O 105" x 118" DISCHARGE SAD TYPE D TOP O�•OOPNG cv LOUVER (TYPE DB) nS2 C TOP OF OPNG EL 25.69 bo f D-6 = I EQITtF'MENT f PAD TYPE F SEE S26 t O O AI AN/ AT r7i 141-"-t Sn w CDyRq t/ to_ it -oil \ -' z ® x KORBUS 16345 �p �� "A �'¢• MILLER ri ST ERNAL �~ FVD ARAGON .. PETERSON NO. DATE 180" x 96" INTAKE LOUVER (TYPE DB) TOP OF OPNG EL 23.83 I * 12,_0,�* Lo 11.81 6 W x 6 „H PIPE GALLERY CONC CURB I GHGH H YAY TANK AD 6" T P t:;, PAD FOR CARBON TOWER, SEE SH D-12 DOWNSPOUT & PRECAST CONCRETE SPLASHBLOCK, TYP,. g,.. UP 1'-0" 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, WASHING TON WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL. THIS SHEET, ADJUST REVISION I BY APVD ®CH2M HILL SCALES ACCORDINGLY. - SADDLES OF FUEL = STORAGE TANK SEE � S25 TYPE A S26 & x D-13 A OD l co 2-41' QIA WEEP HOLE r 8' HIG} a CONC WALL C D-6 30"x7 " ACOUSTICAL PANEL, TYP. FOR EXT APPLICATION PROV DE ALUMINUM FAC I NG AND FPAMING, STAINLESS STL BRACKETS AND FASTENERS, AND I BERGLASS CLOTH WRAF, AS RECOMMENED BY MAN FACTURER. COLOR m AS S LECT ED. d:) HEADWORKS SHEET D-2 DG NO 51 of 158 STRUCTURAL GROUND FLOOR PLAN DATE NOV 1991PROJ NO. SEA22388.RD I"1 Arr-. 11 -._ 11-n 1 C 111 rA / A A At-.Clr A nh700 If-\ Inn Y'\l 1 / Z O Q U_ LL_ H Z LU 0 J W O W 0 LL 2 4 . PLASTIC LINING LIMIT OF PLASTIC ON FLOOR, LINING ON FLOOR `� �, WALL, & CEILING (t- - 4% 40 -0 9 -0 S . F E-1) FT QAN CHRD PLATE _ 10�_0��-> rf;tirP� SUPPORT iv j� O-SCUPPER TYPE CPLAS IC LINING �` l ON W LL & CE I L I NG j' AL CHKD(*'B_� !7 „ ,� � BEAM ��' 6 (TYP) 7 -0 12 -0 PL COVER 01.1.4 1D-5 1'-1 "DlA OPN I - N BEAM SEE S46 (Ta VERIFY W /E PT ONC WALKWAY 142 MFR I �' 35.50 2-Co.5 �/) I CHANNEL BM 3 PIPE W/6" HIGGH ---- � � �-------- ------------ - 1.11 . / - I J3 CONC CURB I —1- r I I I ` ,� 6. 0 s 26:8 _I " p I-�0 I I GATE RACK 01 cv; i FILU I D-APPL IE �WTs I I YP OF 2) I _ - �'':':'• 51_0 „R o ® I t PIEDESTRIAN I I 12" WALL I r_r_: ® I 203 ` " I DECK CO I NG, P� I I 1 27:3 0 2 .5 - - 80 "" ,A �.,,� J CONC WALL Z= CHRD PL SUPPORT " SST WEDGE ANCHORS PL 3/8x3x3" ALUMINUM A BELOW ®,N D-4 I I I I _ '�'.; I i , 30 �� 2,_6 „R* D-4 31.92 .► .�..� DETAIL �v 1 TYPE C �� `�`�`�`11�1. 9 il / -1-0 I Ico IMI i m l I ap I S26 I M I LAR o SEE �1'-6" I 2 0 , �'��, 32.00 ��,�,� 6"x4.03# AL BM, TYP OF 4 5.50 - - - SEE FOR CONNECTION 12" WALL I I v0`` p I 1 �_ „� I CHECKERED PL SUPPORT BELOW I I i I EQPT PAD 2 I - 3'-0" i 4,_0„ c� TYP AT 5 PLACES TYPE A AT STOP GATES I I I S26 ^ L ------ i--------------- J---------- 1'-0" I SEE SEE NOTES 1 AND 2 I I I `5 2'-0" 7 - #5 C 12" ---- ----I F-------------- ----- -� nS2I TYP 35.50S OPNG FOR oIQ I 3IIi Nm. II IiiI 0 IIIII 1' I #5 @ /6/ " I HVAC �I I VERT SPACIWG SEE SEE S6 6.5-NNOT ® rD (TYP J 1.92 D_6I31.92I ® 0 PLASTIC LINING LLj F71 ON FLOOR, WALL 1460- I Z - 2 " 5 I _N 8 CEILING 31.92 ^ems L------- ---- --I ---- --- SLOPE = A rn I I 1 —o- ---- —� r----1 — 01 f 7 32.00 ® D-4------14-2 7 I M I I � 20.30 1 I I I I I I I 6"x2'-0 ® LIMIT OF I \ 2o,0 I I WALL I I I %%� %%;� ,� �,�,, I OP L PLASTIC I E ��%�� I OPNGS E LINING I BELOW I I I I %\ i BELOW. - \ - i D 11 I BOT I D_6 ON FLOOR I I I I PIPE +/6" HIGH o I OF OP 'cp - CORBEL FOR I I I W CONC t C+B t I o _N I EL 30.8 3 SLUICE GATE I 12" WALL 7. ® M z __7� o I13550 10 BELOW (SIM) I BELOW E-6 U) I ^ I PIPE i I t (TYP OF 2) ® 2'-6„ _ I I 022.00 4 -0„ M I N �— C I I I DO I I I (T ) (TYP) I o; D-6 I I I I TYPE C I I 25. 0 o GG_ 4 I o D 6 9'- 0" I I I I AL CHKD' I (TY) GG-1 V PLASTIC LINING _ I I i I PL COVE S I I (TYP) ON WALL E/G I SEE ( YI ) L I :.. I & CEILING I I I EXHAUS I I S46 r r I - 31.25 1 114-9 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 C)cn I I D-1 PIPE � AT EL 241.00 I I I _ 31.421 I I I I� o_ I 35.50 I 3/ ,� _ 1,_0„ L------- -I I----- - ---J I ------ J L- I �''� w— 273 WALL BELOW A D-4 4-#5 @6" VERT SPACING LAP 2"-6" 2 - 95 @ 12" -- - ^ 2-ADDL #5 FOR 6 - #5 SCUPPER -- - - - - � - - ------------ - - - - SEE DN o COMBINED 3 2,-0„ EQL SP SPACING _I I— LAP (TYP) (TYP OF 2) - -- - - -- - - - - -- - ----- -- - -- - - - -------®32.00_ 5 _ 95 • TR1DE ABLOC ROUT PROVIDE 4-4 EQL SP 3 THOROUGHQ • STIRRUPS Q (TYP) FOR DOWN SPOUT AROUND STOP HANDRAIL 17 T C 11" = 15'-7" 6_0„ 10 T @ 11" = 9'-2" `:6'-7" LAB REINF EACH SIDE OF 18 R 0 6.83" ± = 10'-2 % 11 R Coy 6.83" = 6'-3%8' T�� o o � J'� � ��- � 2�,� DOWNSPOUT SF_E. hC- T I #5 C 12 (� • STAIR HANDRAIL W /POST (TYP) ANCHORAGE TYPE A, SEE S33 & S34 WALL HANDRAIL • (TYP) SEE NOTES: S40 I 1. CLEAR OPENING FOR MECHANICAL 45 N AP BAR SCREEN AND BASE DETAILS SHALL BE COORDINATED WITH MANUFACTURER. LOCATIONS D-5 2. * VERIFY DIMENSION, LOCATION PART I AL PLAN PLAN ABOVE EL 33*00 WITH SCREEN AND PRESS MANUFACTURER. 18950 2. FOR BEAM REINFORCING SEE QQ AT EL / C,Ef�I it Hl Ll AL CHKD PL- (TYP) CONC COL BELOW—7' 6 x 4.03# AL W F BM (TYP) BEARING PL % "x 9 "SC? ON LEVEL I NG GROUT --� GG-1 GG-4 DETAIL ""-DETAIL(3 1 DETAIL � 1 " CHAMFER PLASTIC LINING (TYP) d 1 #3 TIES @ 12 co SPACE 6" OC �0 2 CLR T&B 4 BARS ;�. (TYP) 4-#6 GG-4 PLAN - CONCRETE POST DETAIL 2 3/ „ = 1,_0„ D-5, D-6 3/ " AL CHK'D PL 6x3 1/2x3/8" x 8%" LONG AL ANGLES TYPE C ONE SIDE OF WEB, 1'/ „ )12%a" 1'/ " SUPPORT S46 HORIZ SLOTTED HOLES ONE END CUT ANGLE OF BEAM TO F I T AL CONN ANGLE 6"x 4.03# AL M \N I -BEAM, COPE ENDS 2-1 /2 "x 8" SST 1, 'I ANCHOR BOLTS 2- j " SST 1 MAX 6 MACH I NE BOLTS 3/ " AL CHK'D PL 6x4x3/8" AL AN EACH SIDE OF V 111 1 % " MIN CATEGI NON -SHRINK GF DETAIL 3 1% " = 1'-0" DETAIL � It 4.03# AL -BEAMS (TYP) -112" SST 1ACHINE BOLTS `ONCRET E POST PLASTIC LINING mt �. D DATE: 11-11-91 F 1 LEN,V E: SEA22388 /D- 4. DLV SEE D 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 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 e #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 ``~` _ 6 "x 4.03# AL GS-2 GRATING i@1211#5@12' SUPPORT STRUCTURAL . 2,_p,�x2,_p„ , SEEQ FILL BEAM • • . . • #5@12", EF AT CENTER OF WALLF # •• '' #5#5@12" • EL 11.00 5 C 12", • • • • EW ,EF. k EF W/MATCHING DOWELS PLASTIC LINING<; cl,iR #5 @ 12 ON WALLS ' & W /MATCH G -CE IL°I NG.�- `SEE SPECS: fwscPo o ' OWE 2,_ p„ M1 #5 @i ", EW ,EF -45 �,12' ' • W/MATCHING .,b��-- PLASTIC DOWELS !III^ • LINING PLASTIC PLASTIC STRUCTURAL i LINING #S@12" EW TTOFILL, (TYP) • CEL 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 "*-"PLASTIC II•JI PLASTIC EQUIPMENT MANUFACTURER PRIOR v PLAST l Ij• �I N LINING #5@6" -Q TO PLACING CONCRETE. ' LINING EL 1.00 • cowl�po2. PROVIDE 2 ADD'L BARS EF ABOVE IL• EL 0.00 ALL CJ, EQL SP AND OF THE SAME S/ZE AS THE WALL HORIZ BARS IQ r tj SHOWN, UNLESS OTHERWISE NOTED, TYP. 3-. PLACE NON -SHRINK GROUT (51-011 EQPT PAD 1f-01 TO ELEVATION 25.80*. PYOPI) 1II III TYPE ASECTION SEES(TYP)6-7 11I #6@12", A / „ _ 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 . PE TE R SO N FNO.i DATE I— UU I I NCU tit Y UNU 2/ 1€ r4r, , _ 1 �18 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 -51" SST BOLTS WALL GS-2 GRATING SUPPORT 6"x4.03# AL BM TYP EA END OF BEAM L 6x3 1/2x5/16x 11" LG LI EA SIDE OF WEB TYP 1%" SLOTTED HOLES ONE END OF BEAM, AL 2 -%" SST WEDGE ANCHORS EA ANGLE (TYPICAL) DETAIL 2 3/ 1,_p„ HEADWORKS BUILDING STRUCTURAL SECTION CONCRETE WALL A SHEET D-4 DWG 53 OF 158 DATE NOV 1991 NO.PROSEA22388.RD e NO . ;l" z O a U z w 0 a o cr-n' w 0 w 0 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/900 HOOK • I EW ,EF INTO WALL & 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 25J5 5@1 • „ 0. (TYP) #5@12" EL 25.50, SEE g. .... . ,, S51 S I M EL 2 8&& I Z�. o EW ,EF EL 26.50 (`EL 26.25 TOP OFWEIRWALL _,.. ." . .. . EL 23.69�, #5 @ 12 -- 12" SO CONC POST, SEE • BOTT OF SLAB # „ EL 24.75 ...... -` T_�. EF,EW #SCE 12 'Nn _ • 5@12 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 S6 12" WALL_i� D-4 REINFORCING BEYOND • 3-95 T& B W / o ' #SC 12" EW, EF (TYP) 90" BEND #5@ 12" 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 BEYOND co EL 15.50 (NOM) • • D-105 FOR RE I NF 11 #5 @ 12" EW, SEE F #x5 @ 12" EW, EF (TYP) SECTION w EF (TYP) Z • p-7 3/ CTRD „ _ 1'-0„ .. #5@12" EW, .. " PJF (TYP) // 00 • • STRUCTURAL FILL (TYP) • • 2 5'-0" STRUCTURAL FILL .. .. .. '.' //(TYP ALL AROUND • j\\\ STRUCTURE) • • • • • • 00 EL 10.00— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — EL 10.00 EL 10.00 GRANULAR FILL • 12" STRUCTURAL (TYP ALL AROUND • FILL, TYPICAL STRUCTURE) C iA 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 � 2'-0" %" EXP ANCHOR o o. o CONC ENCASEMENT CONC o o % " EXP ANCHOR W / 1 `-6" THREAD _ WALL o a D W /THREAD BAR ��P CALr-0,I OC, 0 O O.-C. @ 2'-0" OC, TYP o o .O 0 0 0 0, o Oo. #4@12" EW o 93@9" TIES, SPACE @ 6" OC o Q TOP & BOTTOM 5 BARS 0 o . 0 0 o V d o 0 4" MIN COVER 648 EXTEND 3`-0" INTO WALL ABOVE & BELOW OPNG ° .° o ° o o . ° a0 P I PE o a 0 0 O o O o. PLAN DETAIL 3 D 1 =1,_o„ D-4 DETAIL DETAIL 5 3/ 1'-0„ D-1 / 1,_0„ D-1 , p_2 5 . � tii 41, 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/ STE1 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 PROJECTIF 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 0 Noel sH-2I NK CIR6dr.. � �t� , � _ t. Inlet. nlet .Ramp. (Ref.). I PKWi De ' PouGe-r " Fcx Cq RW i S�' ^��• Steel Baffle (Ref.) i i 2& 24• SO � I � I I • S� 32.00, i l FL RV or— 4rz00T- I sri r-I r'I I Wiry r�.lknnP I I I 2(.So To 2g.0 i r- r' Y 25 16 '.7 DATE: 11--11-91 FILENAME:SEA22388/D-6.DLV a F- Q U LL H Z u1 O Q O J - Lu LLJ > O -_j 0 LL D-4-�� I I l I I I I i 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 D-4 " 7BEAMS BOT OFHOPIZEL 29.7SPRAY-I NSULAT ENG INE GENERATOR ROOM EQPT PAD TYPE D S E E n _ D-104 FOR TYP SLAB CHKD PL COVER REINF SEE (TYP) WALL OPNG 2 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 __ � .. EFF77 EL 29.69 #5@12" W/STD 90° 96@12" EF BEND INTO CE, F SOUTH WAL ,_ .. 12" SQ ONC POST SEE @ 12 PLASTIC GG 4 D-3 EL 27.69 EF LINING . . ON WALLS (TYP) TOP OF WEIR EL 25.50 CJ AT EL 25.69 #5 @ 12' (TYP) 1,-0„ WEIR ALL EL 25.00 SEE S51 EL 23.69 11-011 3,-0„ 4,-0„ 4,-0„ A- 1 _0,r • EL 22.00 • EL 21.69 .. 2 47 W ST D C2-47 " 900 BEND INTO 5E 0 --- 77 W/STD 900 I SOUTH WAL EL 19.30 BEND INTO #6C�12" I ---------- -- EN ►nl c I ------------- I SEE SECTION A SLAB REINF L I V ✓ v v ^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 IF I I i FOR WALL I A _ 1/_ " IDlC /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 EL 10.00 Ei 17 _ FOR SLAB REINF IIII-IIII= ° 12" MINIMUM =III ( SEE EL 35.50 STRUCTURAL FILL = = FOOTING BEYOND PLASTIC LINING (TYP) D-7 -IIII - (TYPICAL) =IIII SEE SPECS & PLAN 44@►12 2-#7 EXTEND 3'_0" SECT IOJ V C FOR REINF 2-47 SEE PLASTIC LINING FOR RE I NF EL 32.00 • #S@12� INTO WALL -�--- - 1-0 D-1, D-2 D-3 SEE D CON T Q EL 31.92 10 -� _ rr Q #5 @ 12" #4 @ 12" -, ----- SEE SPECS &PLAN 3 /rr 8 T&B T&B Ej 2' EL 3192 -_..rt EL 32.00 . . 45 C 12 .. .�.,� . . #6@ 12 EW,EF 2-#7 EXTEND .. ,i EF,EW ' EF,EW #6 C� 12 #5 @6 r� 3'-0" INTO WALL r FOR TYP SLAB---REINF ' ' #6 @ 12 #6@12 SEE LAP W /#5 EL EL #5 C�6 • E 27.30 27.30 WALL REINF . . �. #5@12" L� 2.tc,0 45C12 .. EL., E _... PARSHALL LOUVER .. 27.3 27.30 �� FLUME EL 26:25 #5�12" �� #6@6" � EL 24.75 3 #5C�12 GRZS T EW,EF 60 �(_ 5C rx. #5C 12 FILL 0 2Cp,7 ( 2-#7 . { LEL 25.50 rr #5 @ 12 s #5 @ 12..#5 @6 . . r7 EL 24.75 _. , LOUVER #5@12" C L q LOUVER LJ i OPENING Jl I I OPENING • #5@ 12r, LJ 2-#7 W/STD FOR TYP WALL REINF 90° BEND INTO # �� `f 2-#7 EXTEND C� DOORWAY 6@6 SEE ,:• 1. 3'-0" INTO WALL END WALL A_ . _.___.. _ .. , EL 21.00 DOOR OPNG EL 2 N y2- W/STD 900 , SECT ION D j BEND INTO WALLS 3� -� 3.� SECTION(**E qRq 8 0 D iF., 1r_Orr D-3 /rF YVASc.\ . 8 1 C KMHILL 3 c DATE: 11-11-91 F 1 LEN V E: SEA22388 /D-7. DLV LAP AT MIDPOINT OF BEAM --� SIDEWALK DOOR ---, c U_ LL z W 0 a o J n. W 0 W 0 LL rr•Q•j ELEVATION B-1 A A , =0 ELEVAT ION B-4 �� =- Ili, �� • 1I 6 EL -15.00 Cs z 2 r- 11501211 EL 'VARIES • Ilfi-1111 #4012" #6C6" SIDEWALK DOOR C -U.. 43 STIRRUPS (TYP) EL 15.00 LADDER NOT SHOW N r, #5@12" EW, Z g a CT RD 6" WS �12 " PJF 3 ELEVAT ION B-2 BEAM DETA %"=1'-0 6„ EL 14.50 • #5@12" EW, CTRD i /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. 45C 12' EW, CT RD '-- 8„ EL 19:50 C"l #5 C 12" 6 LU Q 2-#6 ao Z # 4 STIRRUPS, SEE :- EL 29.75 • • ELEVATION FOR SPACING ��_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 • N AS SHOWN ji.. N IN ELEVATION 2-#7x 12'-0" #8@24" „ 4-47 W/STD 900 HOOK SPACER BAR 1-6 SECTION �A SIDEWALK 2-45 W/STD 900 HOOK DOOR 2-#5x8'-6" #3 U-BAR 2-#5x 13'-6" SPACINif AS STIRRUPS #3 STIRRUP SPAC/NGSAME 4-#7 W/STD 900 HOOK AS SHOWN IN ELEVATION SECTION B col�llco 111111i1-1111 Iilll'ii-1(II SECT ION F 3/ „= V-0 D-1 , D-2 44@12" #6@12" =Dii-1(I IIII^ 12" STRUCTURAL FILL (TYPICAL) ® W�� L.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. ®CH2M 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 ALES ACCORDwGLY. B.LAZAR O AR AG O N EVD PETERSON NO. DATE REVISION BY APVD tl C D SHEET D-7 DWG NO158 OF . 56 � DATE NOV 1991 /XtV NO J SEA22388.RD nnTG� 11-11-Q1 CII Cf�l nAAC•CCn'�'�'ZQO/n_szn nl \/ ■ 2 1 3 4 ■ 0 U ill LL w Q J D 0 LL NI N 10-OA-GLDI (tEL 11.00 8-D-DI (M 3) M601 (tEL 11.00 FOR CONT SEE B-6 INFLUENT —�•. 10-OA-SST 11 PUMP (TYP) 60 (TYP) ENCASE IN P-211 CONCRETE M601 3" PVC CONDUIT FOR SAMPLE LINE— EXTERIOR SPRING ) v l IF J LEVER AND WEIGHT S7 (SLL PIPE) 450 60 IE 1.50 ROTATEDUP 3-D-DI N_ oVk�kll - -- - - - (TYP OF 2) t7, I► r r �� - W r- "� t L GL. I �3) 24-RS-DI _ �J ° FOR CONT SEE B-6 CD P-212 _=---- .---F�—� —. -- _4-— =— -- --c +o ® —� --- - --- v �---- o- -- - •— - -�--�—�--- -Z- �b �b 4-PD- v� D-11 _ -' P-213 L210 LSH 705 210 AE MOUNT AT 240 EL 14.00 --- LE 210 710 - LIT 210 702 - FD-2 Lo�l 1 112 "-CS5-PVC TIE S7TOWALL WITH 4-45 DOWELS M601 S I M M601(TYP) 4-PD-PP ` 1% SLOPE 1 FOR CONT I SEE B-6 w w .DSGN C"HILL J. R. MILLER CHK J. R. MILLER •PVD D. PETERSON�� • LOWER LEVEL PLAN 12-RS-DI S7 450 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 T. 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 °oG 57 of 158 DATE NOV 1991 LOWER LEVEL PLAN PR SE A22388.RD 3 c 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 W / 2 "x 1 /4" STL SEEP RING. SEAL BOTH SIDES (TYP OF 3, PVC COATED RIGID STEEL PIPE (TYP OF 3) mJBJ" Q o J " C O w O E J LL 2 3 I 4 I 6 I 6 ' HYPOCHLOR I T E STORAGE TANK r T-860 SEEQ .f S I T EGAUGE ° I1 -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 BRACKET AT FLOOR LEVEL UPPER GUIDE RAIL — — — — — — — — 316 SST .: i MsoS I r r .' OUTLET *+ - - - - 2-ALP-STL S 10-OA-8ST 16 I T 3 2"-V330 . 1 ' W2-PVC T O ROOF _ � I �: I ,.. , _ ..,. .^"� �- DRAIN AND OVERFLOW ENCASE:, IN 2-NPW-PVC J_ I FOR, ALP SSH-2 CONCRETE 4-GR=GLDI I P I P 1 NG I GRIT COLLECTOR SUPPORT (INFLOW) ISEE 0 1 J soa I LEVEL INDICATOR - - I D-13 : - I FILL CAP 1 GRIT I MANHOLE I— M164 BLOWERS --- -M _ 8-441 18 OA SST 2 _ ~ 1-NPW-PVC , I 316 SST WITH PIPE INVERT ,1 _ i Ms05 c B-442 AT FLOOR LEVEL -, (DUCTWORK)- -, - ' FV IFOR CAS------� I 2-CS-PVC 4�NPW -V407 ` I r' �G 50 1-PVCISEE ( o+— -4) (DRAIN) , � I 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 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 BOTH FO CONTAINMENT AND FCO I I I I I L_ _ _ _ I FO PIPE (TYP) 0. IC M155 MOTOR CONTROL ROOM \ I I M50 I ,. „ as HYPOCHLOR I T E I _ - _I _ _ _ c s +� _ 1 F0 IN 4 FO 1-NPW-PVC SIMILAR & FEED PUMP FD-4�,`L . r CONTAINMENTPIPE 1 1/2" 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 W / V 100(TYP) - -'- D-13 12-RS-DI 1" FO SUPPLY ENGINE GENERATOR ROOM SH-2-18-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 - -fi--F------ —►- - — 3-PD-PP M EQUIPMENT FURNISHED CONTROL PANEL I 10-OA-SST i 24-RS-DI 2-NPW-PVC 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-D I I I I 18-OA-SST ® I 1" FOR W/V46@ -------J-- - I (t EL 18.00 24X2Q ECC ENGINE EXHAUST PIPE REDUCER i FLEXIBLE CONNECTION TYP) FLEX I BLE CONNECT OR(S) 1 E 16.00 SIZE TO SUIT E/G I (TYP) 2' T READ 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 sob 1 % SLOPE 7,_6" CLEAR OF + + j FLOOR WITH M501 1 "FO IN 4 FO 10-RAS-DI I .F. -7 o0 CONTAINMENT PROVIDE 196 DOWNWARDS 1 PIPE SEE SLOPE TO SILENCERS 20-ML-DI 2.E. Soo , (ADu0, 3 SIM PLAN D-13 1/4,0= 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 �EFFERSON 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 JAPVD HEADWORKS BUILDING MECHANICAL GROUND LEVEL PLAN Nt SHEET D-9 NO. 58 O F 158 DATE NOV 1991 O. NSEA22388.RD NO. A 1-1 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