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Specifications (2) P LM 2005-00080 CLEAN WATER SERVICES 16580 SW 85T" AVE . . _ . OFFICE COT?' :- , . _ _ _ _ _ • . , Cleanwat er . S ery ,.i• ces . . . . . . .. . . , . Our co mmitment is clear . . . , . . . , . . . . . . , . .. . . . . . . . . . . . . . . , . . . . . . VOLUME 2 PART I . , . . .±, CONSTRUCTION tr, _ DRAWINGS FOR THE OF . DURHAM WASTE WATER TREATMENT ' . . .8, __. . p HAsE 4 EXPANSION . . CONTRA CT 4969 • . . . . , DECEMBER 2004 ....:, ,, , ,„ ,,„ „ _. C1TV V Ltt,-46AAD . „„ r _ _ ..,,- - .,,,,-,,:,-,..,:_:. t40,,e „,,Z.,,o ,i., . .,•,,._ ,,,,,, . .,.. _ 7 , VA Lotto tit):: FolIow„--„„„-„.,.,...„,,,,.„,1 , AF:vnieydth,Zreke :9 , .,,:ritd.■,,-..):.."..,, 1)(4° Atth( 0 ) MWII . ' ■■ 4- _ 8 ,., .1 Jia)Attltst ---, y;:al,Slieseitialle;::,. . . . . 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DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4959 , _ _- A AIR d PENNY G GAS MB MAIL BOX I MACHINE BOLT QT QUARRY TILE UB :-- - -UNIOM BONNET - -: A/C AIR CONDITIONING DAD DOUBLE ACTING DOOR GA GAGE/GAUGE MCC MOTOR CONTROL CENTER QTY QUANTITY UBC- — UNIFORM BUILDING CODE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND DAFT DISSOLVED AIR FLOTATION THICKENER GAL GALLON MCR MIDDLE OF CURB RETURN QUAD QUADRANGLE I QUADRANT UC UNDER-CROSSING cv TRANSPORTATION OFFICIALS DB DIRECT BURY GALV GALVANIZED MEAS MEASURE IP UG — UNPERGROUttiD- -- 2 AB ANCHOR BOLT DBL DOUBLE GANC GUY ANCHOR MECH MECHANICAL UGC : : i - LAPERG.ROUI1D--CONDUIT 0 ABAN ABANDON DC DIRECT CURRENT GB GRADE BREAK MED MEDIUM R RADIUS/RISER /RATE OF SLOPE UH : : --: UNT i-lEAvER - - - a63 ABAND ABANDONED DEG DEGREE . GBR GEOTECH BASELINE REPORT MEMB MEMBER R&O ROCK AND OIL UL — UNDERWRITERS LABORATORIES _ cv ABBR ABBREVIATION DET DETAIL GEN GENERAL/GENERATOR ' MFR MANUFACTURER R/W RIGHT OF WAY UNO UNLESS NOTED OTHERWISE o ABS ABSOLUTE TEMPERATURE DF DRINKING FOUNTAIN/DOUGLAS FIR GFA GROOVED FLANGE ADAPTER MFRD MANUFACTURED RAC RECYCLED ASPHALT CONCRETE U01 _.._. _. UNLESS OTHF.RWSE INDICATED 18 AC ACTIVATED CARBON/ASPHALTIC CONCRETE/ DG DOOR GRILL GI GALVANIZED IRON MOD MILLION GALLONS PER DAY RAG RETURN AIR GRILLE UR : :URINAL; - - : - DI DUCTILE IRON GL GLASS/GROUND LINE I GRADE LINE MHT MEAN HIGH TIDE RAS ct ALTERNATING CURRENT DH DOUBLE HUNG GIP GALVANIZED IRON PIPE MH MANHOLE/MAINTENANCE HOLE RAP RECLAIMED ASPHALT PAVEMENT RETURN ACTIVATED SLUDGE USA : :UNIDtaGrtGUK!SERVICE ALERT , ACI AMERICAN CONCRETE INTERNATIONAL USGS - —UNITED STATES GEOLOGICAL SURVEY ACOUS ACOUSTIC/ACOUSTICAL DIA DIAMETER GLB GLUE LAMINATED BEAM MHW MEAN HIGH WATER RC REINFORCED CONCRETE UW. UTILITY WATER . ACP ASBESTOS CEMENT PIPE/ASPHALTIC CONCRETE DIAG DIAGONAL GLV GLOBE VALVE MI MALLEABLE IRON/MILE RCCP REINFORCED CONCRETE CYLINDER PIPE cc PAVEMENT DIAPH DIAPHRAGM GM GAS METER MICRON 1/1,000,000 METER RCP REINFORCED CONCRETE PIPE a ti ADD ADDITIONAL DIFF DIFFUSER/DIFFERENTIAL GP GUY POLE MIL MILITARY/1/1,000TH INCH RD ROAD I ROOF DRAIN/ROUND V VALVE/VERTICAL/VENT/VOLT/VOLUME a. ADH ADHESIVE DIP DUCTILE IRON PIPE GPO GALLONS PER DAY MIN MINIMUM/MINUTE RED REDUCER/REDUCING VAC VACUUM ADJ ADJUSTABLE DIR DIRECTION GPH GALLONS PER HOUR MIR MIRROR REF REFERENCE/REFER/REFRIGERATOR VAR VARIES/VARIABLE AER AERATION DISCH DISCHARGE GPM GALLONS PER MINUTE MISC MISCELLANEOUS REG REGULATING VB VALVE BOX AFF ABOVE FINISHED FLOOR DISP DISPENSER GR GRADE MK MARK REINF REINFORCE/REINFORCED VC VERTICAL CURVE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION DL DEAD LOAD GRD GRADE/GROUND MLSSR MIXED LIQUOR SUSPENDED SOLIDS RECYCLE REQD REQUIRED VCP VITRIFIED CLAY PIPE ALT ALTERNATE DMH DROP MANHOLE GRTG GRATING MLW MEAN LOW WATER RESIL RESILIENT VERT VERTICAL ALUM ALUMINUM/ALUM DN DOWN GSP GALVANIZED STEEL PIPE mm MILLIMETER RET RETAINING/RETURN VFA VOLATILE FATTY ACIDS AMB AMBIENT DO DISSOLVED OXYGEN I DITTO GV GATE VALVE MO MOTOR OPERATED/MASONRY OPENING REV REVISION VOL VOLUME ANSI AMERICAN NATIONAL STANDARDS INSTITUTE DR DOOR/DRAIN GYP GYPSUM MOD MODEL RF ROOF I RAISED FOUNDATION/ROUGH FACE VPI VERTICAL POINT OF INTERSECTION API AMERICAN PETROLEUM INSTITUTE DS DRENCH SHOWER AND EYE WASH MON MONUMENT RFG ROOFING VSL VERTICALLY SLOTTED • APPD APPROVED DT DRAIN TILE MOR MORTAR RGE REGISTERED GEOTECHNICAL ENGINEER WC VENT TO CEILING 3 APPROX APPROXIMATE DWG DRAWING H HIGH I HEIGHT MS MOP SINK RH REDHEAD /RIGHT HAND VTR VENT THROUGH ROOF APPURTS APPURTENANCES OWLS DOWELS H&V HEATING AND VENTILATING MSL MEAN SEA LEVEL RM ROOM VWC VINYL WALL COVERING to' A/R AIR RELEASE VALVE DWY DRIVEWAY H/B HOSE BIBB MTC MECHANICAL-TYPE COUPLING RO ROUGH OPENING VWM VERIFY WITH MANUFACTURE ARCH ARCHITECTURE HC HOUSE CONNECTION MTD MOUNTED RPM REVOLUTIONS PER MINUTE AREA AMERICAN RAILWAY ENGINEERING ASSOCIATION HDR HEADER MTG MOUNTING RR RAILROAD ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS E EAST HOW HARDWARE MTL METAL RS RAW SEWAGE W WEST/WASTE/WIDTH/WIDE FLANGE I WATER ASPH ASPHALT E/O EAST OF HDWL HEADWALL MTR MOTOR RSL RAW SLUDGE W/ WITH ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS EA EACH HEX HEXAGONAL MW MONITORING WELL . RT RIGHT W/O WEST OF/WITHOUT AT ACOUSTICAL TILE EB EXPANSION BOLT OR ANCHOR Hg MERCURY RTP REINFORCED THERMOSETTING PLASTIC WC WATER COLUMN/WATER CLOSET ATM ATMOSPHERE EC END CURVE HGL HYDRAULIC GRADE LINE N NORTH RW REDWOOD WCO • WALL CLEANOUT AV/AR AIR VACUUM AND AIR RELEASE VALVE ECC ECCENTRIC HGR HANGER NaOCL SODIUM HYPOCHLORITE RWL RAINWATER LEADER WD WOOD AVE AVENUE ECR END CURB RETURN HM HOLLOW METAL NaOH SODIUM HYDROXIDE(CAUSTIC SODA) WDW WINDOW AWPA AMERICAN WOOD PRESERVERS ASSOCIATION EF EACH FACE I EXHAUST FAN HORZ HORIZONTAL NBS NATIONAL BUREAU OF STANDARDS S SOUTH/SCUM I SINK/SECOND/SLOPE/ WH WATER HEATER AWS AMERICAN WELDING SOCIETY EFF EFFLUENT HP HIGH POINT/HORSE POWER/HIGH PRESSURE NC NORMALLY CLOSED 5/0 SOUTH OF WI WROUGHT IRON AWWA AMERICAN WATER WORKS ASSOCIATION EG EXISTING GRADE/EDGE OF GUTTER/EXHAUST HPG HIGH PRESSURE GAS NEC NATIONAL ELECTRICAL CODE SA SAMPLE • WM WATER METER GRILLE HR HEAT RETURN/HOUR NEMA NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION SAN SANITARY WOG WATER, OIL,OR GAS B&S BELL AND SPIGOT EGL ENERGY GRADE LINE HSL HORIZONTALLY SLOTTED NF NEAR FACE SBR STYRENE BUTADIENE(RUBBER) WP WATERPROOFING/WORKING PRESSURE/WORK B/W BACK OF WALL/BACK OF WALK EL ELEVATION HTG HEATING NFPA NATIONAL FIRE PROTECTION ASSOCIATION SC SPARE CHEMICAL/SECONDARY CLARIFIER POINT BC BEGIN CURVE/BOLT CIRCLE/BETWEEN ELEC ELECTRICAL/ELECTRONIC HSS HOLLOW STRUCTURAL SECTIONS NG NATURAL GRADE/NATURAL GAS SCCP STEEL CYLINDER CONCRETE PIPE WPJ WEAKEN PLANE JOINT CENTERS/BACK OF CURVE EN EDGE NAILING HTR HEATER NIC NOT IN CONTRACT SCD SCREWED WS WATER SURFACE BCR BEGIN CURB RETURN ENCL ENCLOSURE HV HORIZONTAL AND VERTICAL CONTROL POINT NO NUMBER I NORMALLY OPEN SCFM STANDARD CUBIC FEET PER MINUTE WSTP WATERSTOP BD BOARD ENG ENGINE HVAC HEATING,VENTILATION AND AIR CONDITIONING NOM NOMINAL SCH SCHEDULE WT WEIGHT BDRY BOUNDARY ENGR ENGINEER HW HOT WATER I HEADWORK NPS NOMINAL PIPE SIZE SD STORM DRAIN WWF WELDED WIRE FABRIC BF BLIND FLANGE/BOTTOM OF FOOTING ENT ENTRANCE HWD HARDWOOD NPT NATIONAL PIPE THREAD SDR STANDARD THERMOPLASTIC PIPE DIMENSION RATIO WWP WATER WORKING PRESSURE BFP BACK FLOW PREVENTER EP EDGE OF PAVEMENT HWL HIGH WATER LEVEL NRCP NON-REINFORCED CONCRETE PIPE BHP BRAKE HORSEPOWER EPT ETHYLENE PROPYLENE HWO HANDWHEEL OPERATED NRS NON-RISING STEM SEC SECONDARY I SECTION BLDG BUILDING EQ EQUAL HYD HYDRAULIC/HYDRANT NS NEAR SIDE SER SERIES XCONN CROSS CONNECTION BLK BLACK/BLOCK EQUIP EQUIPMENT NTS NOT TO SCALE SETT SETTING XS EXTRA STRONG BLKG BLOCKING ESMT EASEMENT SF SQUARE FOOT XSEC CROSS SECTION BLVD BOULEVARD ETB EMULSION TREATED BASE &O NSIDE AND OUTSIDE SH SHOWER XXS DOUBLE EXTRA STRONG BM BEAM/BENCH MARK ETC ET CETERA D NSIDE DIAMETER OBJ OBJECT SHELV SHELVING BO BLOW-OFF ASSEMBLY EVAP EVAPORATOR F NSIDE FACE OC ON CENTER/OVER-CROSSING SHT SHEET BOD BIOCHEMICAL OXYGEN DEMAND EVC END VERTICAL CURVE JTS NSULATING JOINT TEST STATION OD OUTSIDE DIAMETER I OVERALL DIMENSION SHTG SHEATHING YD YARD BOP BOTTOM OF PIPE EW EACH WAY!EYE WASH N NCH OE OUTER EDGE SIM SIMILAR YR YEAR BOT BOTTOM EX EXISTING NCL NCLUDE/INCLUDING OF - OVERFLOW/OUTSIDE FACE SL SLUDGE BPV BACK PRESSURE VALVE EXC EXCAVATION NFL NFLUENT OFD OVERFLOW DRAIN SLDG SLIDING BRK BRICK/BREAK EXH EXHAUST NSL NSULAT(ON/INSULATING/INSULATED OFF OFFICE SLG SLUICE GATE Z ZERO/ZONE BSMT BASEMENT EX-HY EXTRA HEAVY NSP NSPECTION OH OVER HEAD SOG SLAB ON GRADE ZN ZINC BT BOLT EXIST EXISTING NST NSTRUMENT OHW OVERHEAD WIRES SOLN SOLUTION BTU BRITISH THERMAL UNIT EXP EXPANSION NT NTERIOR OPER OPERATOR/OPERATING SP STATIC PRESSURE BV BUTTERFLY VALVE EXT EXTERIOR/EXTENSION NV NVERT OPNG OPENING SPEC SPECIFICATION # POUND BVC BEGIN VERTICAL CURVE EXTR EXTRUDED P RON PIPE OPP OPPOSITE SPK SPIKE & AND BWV BACK WATER VALVE PS RON PIPE SIZE OPT OPTIONAL SQ SQUARE (e) AT RRG RRIGATION ORIG ORIGINAL SS STAINLESS STEEL/SANITARY SEWER/SERVICE F FAHRENHEIT/FINISH OS&Y OUTSIDE SCREW AND YOKE SINK C CENTIGRADE/CHANNEL/CEMENT F TO F FACE TO FACE OSA OUTSIDE AIR SSB SELECT SUB-BASE C&G CURB AND GUTTER F&C FRAME AND COVER JAN JANITOR OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION SSPWC STANDARD SPECIFICATION FOR PUBLIC WORKS CAB CABINET/CRUSHED AGGREGATE BASE F&I FURNISH AND INSTALL JC JUNCTION CHAMBER OWG OIL.WATER. GAS CONSTRUCTION CAP CAPACITY FAB FABRICATE I FABRICATION/FABRICATED JCT JUNCTION OZ OUNCE SSU SECONDS SAYBOLT UNIVERSAL . CATS CASING TEST STATION FAI FRESH AIR INTAKE JS JUNCTION STRUCTURE ST STREET/STATE CB CATCH BASIN 1 CHALKBOARD I CURB FB FLAT BAR I FLOOR BEAM I FIELD BOOK JSTS JOISTS STA STATION . CC CLOSED CIRCUIT N I CENTER TO CENTER FCO FLOOR CLEANOUT JT JOINT SIC SLEEVE-TYPE COUPLING CD CEILING DIFFUSER FD FLOOR DRAIN P POLE/PAGE/PIPE STD STANDARD CEM CEMENT FOR FEEDER P/S POLE AND SHELF STK STAKE CF CURB FACE/CUBIC FOOT FE FIRE EXTINGUISHER/FINAL EFFLUENT k KILO PA PLANTING AREA STL STEEL CFH CUBIC FEET PER HOUR FEM FEMALE(PIPE THREAD) K KELVIN/KARAT PART PARTITION STM STEAM CFM CUBIC FEET PER MINUTE FF FLAT FACE/FAR FACE/FINISHED FLOOR kg KILOGRAM PAVMT PAVEMENT STR STRAIGHT/STRUCTURAL CFS CUBIC FEET PER SECOND FO FINISHED GRADE km KILOMETER PB POLYBUTYLENE/PULL BOX SUCT SUCTION CHEM CHEMICAL FH FIRE HYDRANT/FLAT HEAD kV KILOVOLT PC POINT OF CURVATURE I PRIMARY CLARIFIER/ SV SOLENOID VALVE CHG CHANGE FIG FIGURE kW KILOWATT PORTLAND CEMENT SW SIDEWALK CHKD CHECKERED FIN FINISHED kWh KILOWATT HOUR PCC PORTLAND CEMENT CONCRETE/POINT OF SWD SIDEWALK DRAIN .§) CI CAST IRON FIX FIXTURE COMPOUND CURVE SWGR SWITCHGEAR oi CIP CAST IRON PIPE/CAST IN PLACE FL FLOWLINE/FLOOR PCOTG PRESSURE CLEANOUT TO GRADE SWR SIDEWALL REGISTER E, CIPP CAST IN PLACE PIPE FLEX FLEXIBLE L LITER I LENGTH/ANGLE PCVC POINT OF COMPOUND VERTICAL CURVE SY SQUARE YARD CD CJ CONSTRUCTION JOINT FLG FLANGE/FLOORING LAB LABORATORY PE PRIMARY EFFLUENT/PLANT EFFLUENT I POLYETHYLENE/ SYM SYMMETRICAL/SYMBOL § CL CHLORINE GAS/CHLORINATOR/CENTERLINE FLGD FLANGED LAM LAMINATED POLYELECTROLYTE POLYMER SYS SYSTEM 0 CLF CHAIN LINK FENCE FLOCC FLOCCULATOR/FLOCCULATION LAT LATERAL PG PRESSURE GAGE 0- CLG CEILING FLR FLOOR LAV LAVATORY pH HYDROGEN ION CONCENTRATION ; CLOS CLOSET FLSG FLASHING LB POUND PI PLANT INFLUENT/POINT OF INTERSECTION T THERMOSTAT/TREAD OF STAIR/TANGENT I CLR CLEAR/CLEARANCE FM FACTORY MUTUAL(LAB APPROVED)!FORCE MAIN/ LCP LOCAL CONTROL PANEL PK PARKING T&B TOP AND BOTTOM s CMB CRUSHED MISCELLANEOUS BASE FLOW METER LD LOCAL DEPRESSION PL PLATE/PROPERTY LINE/PLACE T&G TONGUE AND GROOVE .5) CMC CEMENT MORTAR-COATED FMH FLEXIBLE METAL HOSE LDG LANDING PLAS PLASTER/PLASTIC TAN TANGENT S CML CEMENT MORTAR-LINED FN FIELD NAILING LEV LEVEL PLT PLANT TB TACK BOARD 9 CML&C CEMENT MORTAR-LINED AND COATED FND FOUNDATION LF LINEAR FOOT PLWD PLYWOOD TBE THREAD BOTH ENDS (0 CMP CORRUGATED METAL PIPE FOC FACE OF CONCRETE I FIBER OPTIC CABLE LG LENGTH/LONG PM PRESSED METAL TBM TEMPORARY BENCH MARK 1 CMU CONCRETE MASONRY UNIT FOM FACE OF MASONRY LH LAMP HOLE/LEFT HAND PNEU PNEUMATIC TC TOP OF CURB ! CO CLEANOUT FOS FACE OF STUDS LL LIVE LOAD PNL PANEL TCV TEMPERATURE CONTROL VALVE rd COL COLUMN FOW FACE OF WALL LLH LONG LEG HORIZONTAL POB POINT OF BEGINNING TEL TELEPHONE . 4) u.. COMM COMMUNICATIONS CABLE FPC FLEXIBLE PIPE COUPLING LLV LONG LEG VERTICAL POC POINT OF CONNECTION TEMP TEMPERATURE/TEMPORARY ,I COMP COMPRESSOR FPM FEET PER MINUTE LOC LOCATION POT POINT OF TANGENT TF TOP OF FOOTING 05 CONC CONCRETE I CONCENTRIC FPS FEET PER SECOND LOL LAYOUT LINE PP POWER POLE/POLYPROPYLENE TH TEST HOLE -E COND CONDENSER/CONDENSATE FPTS FOREIGN PIPE TEST STATION LONG LONGITUDINAL PPD POUNDS PER DAY THK THICK/THICKNESS 8 CONN CONNECTION FR FRAME LP LOW POINT/LOW PRESSURE/LAMP POST PPH POUNDS PER HOUR THR THRESHOLD . ' CONST CONSTRUCT I CONSTRUCTION FRP FIBERGLASS REINFORCED PLASTIC LT LEFT/LIGHT PPM POUNDS PER MINUTE THIRD THREADED CONT CONTINUED I CONTINUOUS FS FINISHED SURFACE/FAR SIDE/FLOOR SINK I LTS LIME TREATED SOIL PR PAIR TK TANK/TACK •1 CONTR CONTRACTOR FORGED STEEL 1 FROTH SPRAY LW LOW WATER PRC POINT OF REVERSE CURVE TL TRAVERSE LINE 4 COORD COORDINATE FT FEET I FOOT LWL LOW WATER LEVEL • PRCT PRECAST TOG TOP OF CONCRETE .) COR CORNER FTG FOOTING LWR LOWER PREFAB PREFABRICATED TOE THREAD ONE END . COTO CLEANOUT TO GRADE FUR FURRING PRESS PRESSURE TOL TOILET FOR ADDITIONAL ABBREVIATIONS SEE: CPLG COUPLING FUT FUTURE m METER PROF PROFILE TOM TOP OF MASONRY cl CPVC CHLORINATED POLYVINYL CHLORIDE FV FIELD VERIFY M MALE(PIPE THREAD) PRV PRESSURE REGULATING, RELIEF OR REDUCING TOP TOP OF PIPE PIPING - SHEET 000-GM-001 &000-G-013 2 CS CAUSTIC SODA/CAST STEEL FWD FORWARD MACH MACHINE VALVE TOPO TOPOGRAPHIC ELECTRICAL - SHEET 000-GE-001 &000-GE-002 3 CSP CORRUGATED STEEL PIPE MAG MAGNETIC PRVC POINT OF REVERSE VERTICAL CURVE TOS TOP OF STEEL INSTRUMENTATION - SHEET 000-GI-001 &000-01-002 CSTS CURRENT SPAN TEST STATION MAINT MAINTENANCE PS PRESSURE SWITCH TOW TOP OF WALL CT CERAMIC TILE MAN MANUAL PSF POUNDS PER SQUARE FOOT TP TELEPHONE POLE OTHER ABBREVIATIONS CONFORM TO ANSI -ff CTR CENTER MAS MASONRY PSI POUNDS PER SQUARE INCH TR TRACT STANDARD ABBREVIATIONS Z32.2.3 CTS CORROSION TEST STATION MAT MATERIAL PSIA POUNDS PER SQUARE INCH ABSOLUTE TRANS TRANSMITTER I TRANSITION/TRANSMISSION k CTSK COUNTERSUNK MAX MAXIMUM PSIG POUNDS PER SQUARE INCH GAUGE TS TRAFFIC SIGNAL NOTE: THIS IS A STANDARD ABBREVIATIONS .5 CU COPPER/CUBIC PT POINT OF TANGENCY/PAINT/PRESSURE TSB TOP SET BASE DRAWING. NOT ALL ABBREVIATIONS MAY g:= ' 7490:2P1_ re .-1CULV CULVERT PTFE POLYTETRAFLUOROETHYLENE(TEFLON) TSC TRAFFIC SIGNAL CONDUIT BE USED ON THIS PROJECT. 4 Li. CV CHECK VALVE PV PLUG VALVE TV THERMOSTATIC VALVE/TELEVISION CY CUBIC YARD PVC POLYVINYL CHLORIDE TW THERMOMETER WELL/TRAVELED WAY CYL CYLINDER PVDF POLYVINYLIDENE FLUORIDE(KYNAR) TYP TYPICAL FOR PERMIT APPLICATION CWS CLEAN WATER SERVICES PW POTABLE WATER REV 021402 0 EXPIRES: 6-30-05 f... hp SCALE WARNING SUBMITTED BY --41/4, GENERAL SHEET: OF - 0 i 'I DESIGNED MWH 0 0 M VV DURHAM FACILITY STANDARD ABBREVIATIONS DWG: 000-G-012 a I . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH; z . NONE IF THIS BAR DOES DRAWN MWH CleanWater Services PHASE 4 EXPANSION DATE: 19-DEC-2004 fsi , NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. THEN DRAWING IS • . REV DATE BY DESCRIPTION NOT TO SCALE CHECKED MWH (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , PIPING MATERIALS(SEE SCH AT RIGHT} FIELD TEST REQUIREMENTS PIPING MATERIAL SCH(SEE NOTE 4 AND GENERAL NOTE AT RIGHT) : : .` v v LIST"C}r SAMPLE LINES 0 FUNCTION (SEE NOTE 3 AND NOTE 4) GROUP PIPE(SEE NOTE 13) FITTINGS VALVES,6"AND SMALLER(SEE NOTE 1, 11 & 16) = = - : - "Y o Q EXPOSED PIPING BURIED PIPING PIPE SAMPLE POINT 5 THIS LIST INCLUDES SOME LINES (SEE NOTE 14) (SEE NOTE 13) MINIMUM LEAKAGE 1 STEEL,ASTM A53,SCH 40, 21/2"AND SMALLER, MALLEABLE IRON,ANSI 816.3,THREADED, BRONZE,THREADED, GATE: CRANE 428 UB OR STOCKHAM B-105. v_DESIGNAtrQ'V v- v-- tr NOT USED IN THIS PROJECT TEST TEST BLACK WELDED. BANDED, BLACK, 150 PSI OR STEEL,ANSI B16.9, BUTT WELDED. GLOBE: STOCKHAM B-37. CHECK: CRANE 37 OR STOCKHAM �, 00 2"D!A 2 "DIA 2" DIA 2 "DIA PRESSURE MEDIUM ALLOWANCE 3"AND LARGER,CAST IRON,ANSI B16.1, 125 PSI FLGD OR B-319. STEEL, LUBRICATED PLUG: NORDSTROM FIG 142 OR 143 `-. � = NOTJSED N AND AND AND AND PSI (SEE NOTE 2) MECH CPLG. OR SERCK AUDCO LSW 144 GG. ECCENTRIC PLUG: DEZURIK (. SMALLER LARGER SMALLER LARGER SERIES 118 OR KEYSTONE 514. BALL: JAMESBURY FIG 351 OR w WATTS B-6080 �-" - i u 0., BP BYPASS -- 8 -- 8 25 WATER (A) 2 STEEL,ASTM A53,SCH 40, 21/2"AND SMALLER, MALLEABLE IRON,ANSI B16.3,THREADED, 21/2"AND SMALLER, ECCENTRIC PLUG, SYNTHETIC RUBBER v v = - - Y WELDED, GALVANIZED BANDED, GALVANIZED 150 PSI. 3"AND LARGER,CAST IRON, FACED: DEZURIK 118S OR KEYSTONE 541. BALL: JAMESBURY - DF DIGESTER FEED -- 26 -- 26 125 WATER (A) ANSI 816.1, 125 PSI FLGD OR MECH CPLG. FIG 351 OR WATTS B-6080. 3"AND LARGER, ECCENTRIC PLUG, p SYNTHETIC RUBBER FACED: DEZURIK 118F OR KEYSTONE 580. GATE: AWWA C500. BUTTERFLY: AWWA, FLANGED o DSL DIGESTED SLUDGE -- 26 -- 26 125 WATER (A) a 3 STEEL,ASTM A106 OR A53, FORGED STEEL,ANSI 816.11, SOCKET WELDED OR THREADED, CAST IRON,LUBRICATED PLUG: NORDSTROM FIG 214 QR 305 OR FA FOULAIR -- 18 -- 32 10 AIR (A)(p} SCH 80,SEAMLESS,BLACK. BLACK, 2000 PSI,OR STEEL,ANSI 816.9, BUTT-WELDED,SCH 80. SERCK-AUDCO MSW 544 GG. TYPICAL PIPE DESIGNATION: MATERIAL GROUP NUMBER 4 SAME AS GROUP NO. 1 CAST IRON,ANSI 816.12,THREADED, DRAINAGE PATTERN. -------- (SEE NOTE 12) FM FORCE MAIN -- 8,26 -- 8,26 125 WATER (A) 5 WELDED STEEL,AWWA C200, UNLINED. WELDED STEEL, FABRICATED,AWWA C208, UNLINED. AS INDICATED ON DRAWINGS 2"UW(24) FSP FIRE PROTECTION SPRINKLER SYSTEM NOTE 10 NOTE 10 NOTE 10 NOTE 10 NOTE 9 WATER -- ____.. 6 STEEL,ASTM A106, OR A53, STEEL,ANSI B16.9, BUTT WELDED. CAST IRON,ANSI 816.1, 125 PSI, CAST IRON,FLGD, LUBRICATED PLUG: NORDSTROM FIG 143 OR .� SCH 40,SEAMLESS, BLACK. FLGD. FORGED STEEL, SOCKET WELDED,ANSI.B16.11,2000 PSI SERCK AUDCO MSW 133 GG. PIPE DIAMETER FLUID ABBREVIATION I H HYPOCHLORITE 18 16 16 16 125 WATER (A) OR STEEL,ANSI 816.5, 150 PSI FLGD. HR HOT WATER RETURN 1'`,24'" 1*,24* 1*,24* 1*,24* 125 WATER (A} 7 SAME AS GROUP NO. 2. MALLEABLE IRON,ANSI 816.3,THREADED,BANDED, BRONZE THREADED, GLOBE: CRANE 212P OR STOCKHAM GALVANIZED,300 PSI. B-62 OR B-32T. BALL: JAMESBURY FIG 351 OR WATTS B-6080 NOTES: CHECK: CRANE 27 OR STOCKHAM B-322T. HS HOT WATER SUPPLY 1*,24* 1*,24" 1*,24* 1*,24* 125 WATER (A) GENERAL NOTE 8 WELDED STEEL,AWWA C200. WELDED STEEL,AWWA C208, FABRICATED. AS INDICATED ON DRAWINGS. ALTHOUGH SEVERAL PIPE MATERIAL GROUPS MAY BE HW HOT WATER 1*,24* 1*,24* 1*,24" 1*,24* 125 WATER (A) LISTED ON THIS SHEET FOR A GIVEN FLUID SERVICE, 9 SAME AS GROUP NO. 1. 21/2"AND SMALLER, MALLEABLE IRON,ANSI B16.3,THREADED, ECCENTRIC PLUG: DEZURIK SERIES 118 OR KEYSTONE 541. CONTRACTOR SHALL PROVIDE ONLY THE PIPE MATERIAL BANDED, BLACK, 150 PSI. 3"AND LARGER,STEEL,ANSI B16.9, CHECK: CRANE 336E OR MILWAUKEE 544. BALL: JAMESBURY GROUP SHOWN ON THE DRAWINGS AND SPECIFIED FOR HOR HYDRAULIC OIL RETURN 29 -- 29 3000 WATER (A) BUTT-WELDED FIG 351 OR WATTS B-6080. THAT FLUID SERVICE. HOS HYDRAULIG OIL SUPPLY 29 -- 29 3000 WATER (A) 10 SAME AS GROUP NO. 3. 1-1/4"AND SMALLER, FORGED STEEL,ANSI B16.11,THREADED OR SEMI-PLUG AND YOKE TYPE OR BALL FOR CHLORINE SERVICE, NOTE 1 SOCKET WELDED, BLACK,3000 PSI,WITH FLGD AMMONIA FORGED CARBON STEEL PROPRIETARY NAMES HAVE BEEN QUOTED FOR UNIONS. 1-1/2"AND LARGER, STEEL,ANSI 816.9, BUTT WELDED OR IDENTIFICATION PURPOSES ONLY. SUBSTITUTIONS HWE HEADWORKS EFFLUENT -- 8,26 -- 8,26 125 WATER (A) FLGD, SCH 80 WILL BE PERMITTED SUBJECT TO PROVISIONS OF THE SPECIFICATIONS. (A)(D) 11 DUCTILE IRON,ANSI A21.51, (AWWA C151)OR DUCTILE IRON OR CAST IRON,ANSI A21.10,OR AWWA C110, BELL GATE,AWWA C500,'0' RING SEALS, MECH JT ENDS: MUELLER IA INSTRUMENT AIR 24 2 24 2 125 AIR CAST IRON ANSI A21.6, 150 PSI, BELLAND AND SPIGOT, MECH CPLG, FLGD OR MECH JTS,250 PSI, A-2380-20 OR CLOW F-5065. BUTTERFLY: AWWA. ECCENTRIC NOTE 2 SPIGOT, MECH JTS, MECH CPLG, OR 125 PSI (PRESSURE RATING) 12"AND SMALLER, 150 PSI,(PRESSURE PLUG: DEZURIK SERIES 118 OR KEYSTONE 541. BALL; PRATT OR LEAKAGE ALLOWANCE IS AS FOLLOWS: LSP LANDSCAPING SPRINKLER SYSTEM 2,16 2,16 2,16 2,16 NOTE 7 -- -- FLGD(TYPICAL SERVICE-WATER LINES) RATING) 14"AND LARGER,WITH 125 PSI ANSI 816.1 FLANGES. APCO-WILLAMETTE.. (A) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE. NG NATURAL GAS 9 9 9,32 9,32 NOTE 7 AIR 12 CAST IRON SOIL,ANSI/ASTM A-74,SERVICE CAST IRON SOIL,ANSI/ASTM A 74,SERVICE WEIGHT, BELL AND AS INDICATED ON DRAWINGS. (B) PIPES SO DESIGNATED SHALL SHOW ZERO LEAKAGE -- WEIGHT, BELL AND SPIGOT OR HUBLESS. SPIGOT OR HUBLESS.AT THE OPTION OF THE CONTRACTOR, FOR UNBURIED PIPE AND NOT MORE THAN 0.02 AT THE OPTION OF THE CONTRACTOR, DUCTILE IRON (GROUP NO 11)MAY BE SUBSTITUTED. GALLON PER HOUR PER INCH DIAMETER PER NPW NON-POTABLE WATER 2,24 2,11,24 2,24 2,11,19,24 125 WATER 2,11,24(A)19(B) DUCTILE IRON (GROUP NO. 11)MAY BE 100 FEET OF BURIED PIPE. SUBSTITUTED (C) PIPES SO DESIGNATED_SHALL NOT SHOW A LEAKAGE OF OVERFLOW -- 8 - 8 25 WATER (A) 1 R P R I 13 CORROSION RESISTANT(HIGH SILICON CORROSION RESISTANT(HIGH SILICON CONTENT)CAST IRON, ------- OF DIAMETER PER 100 FEET OF PIPE CONTENT)CAST IRON,SERVICE WEIGHT, SERVICE WEIGHT, BELLAND SPIGOT OR HUBLESS. (D) PIPES SO DESIGNATED SHALL NOT SHOW A LOSS PA PLANT AIR 7 7 7 7 300 AIR (A)(D) BELL AND SPIGOT OR HUBLESS. OF PRESSURE OF MORE THAN 5 PERCENT 14 STAINLESS STEEL,TYPE 316, (E) PIPE SO DESIGNATED SHALL NOT SHOW A LOSS PD PLANT DRAIN 2 8,12,28,32 2 8,12,28,32 NOTE 6 WATER 2,8(A)12,28(B} STAINLESS STEEL,TYPE 316 ANSI 816.3, SCREWED, 150 PSI, STAINLESS STEEL, BALL, FLGD: WATTS SERIES 2500 OR OF VACUUM OF MORE THAN 4 INCHES MERCURY ASTM A312, SCH 40S. ANSI 816.9, BUTT WELDED,SCH 40S, OR 150 PSI FLGD. JAMESBURY TYPE AtD150F CHECK: LADISH 5272 OR COLUMN CRANE 377 OR AS SHOWN ON DRAWINGS. PI PLANT INFLUENT -- 26 -- 26 NOTE 6 WATER (B) NOTE 3 15 STAINLESS STEEL,TYPE 316, STAINLESS STEEL,TYPE 316 ANSI B16.9 BUTT WELDED STAINLESS STEEL,AS INDICATED ON DRAWINGS. FOR FIELD TEST PROCEDURES AND ADDITIONAL TEST PSL PIPE SLEEVE 16 16 16 16 NOTE 7 _ ASTM A312, SCH 10S. SCH 108 OR 150 PSI FLGD. REQUIREMENTS, SEE PIPING SECTION OF SPECIFICATIONS. 16 POLYVINYL CHLORIDE,SCH 80, POLYVINYL CHLORIDE,SCH 80, NORMAL IMPACT, SOCKET POLYVINYL CHLORIDE, BALL, DIAPHRAGM, BUTTERFLY,OR LIFT NOTE 4 PO PLANT OVERFLOW _ 2 8 2 8,28 NOTE 6 WATER 2,8(A)28(B) NORMAL IMPACT. ASTM D1785 SOLVENT WELD JTS,ASTM D2467. SOLVENT SHALL BE CHECK: NIBCO/CHEMTROL, HILLS-MCCANNA OR R&G SLOAN MFG. NO SUBSTITUTIONS UNLESS ACCEPTED BY THE COMPATIBLE WITH FLUID SERVICE ENGINEER PER THE SPECIFICATIONS. PW POTABLE WATER 2,24 2,24 2,24 2,11,19,24 125 WATER 2,11,24(A)19(B) 17 POLYPROPYLENE,ASTM D4101, POLYPROPYLENE, SCH 40, DRAINAGE TYPE WITH HEAT ----�-- NOTE 5 SCH 40,WITH HEAT FUSED JTS. FUSED SOCKET JTS. PIPING GROUP NUMBER SHOWN THUS"SHALL BE RE/IRR RECLAIMED WATER/REUSE 1 IRRIGATION -- 19 -- 19 75 WATER (A) INSULATED. SEE PIPING SECTION OF SPECIFICATIONS 18 FIBERGLASS REINFORCED PLASTIC, FIBERGLASS REINFORCED PLASTIC, FILAMENT-WOUND, PLASTIC LINED, FLGD. FLANGES TO MATCH 150 PSI FOR INSULATING MATERIALS. RS RAW SEWAGE -- 26 -- 22,26 NOTE 6 WATER (C} ASTM D2996, FILAMENT WOUND, SOCKET SOCKET ENDS,ADHESIVE BONDED, OR FIBERGLASS FLGD. ANSI 816.5 DIMENSIONS, OR AS INDICATED ON DRAWINGS. AND SPIGOT ENDS,ADHESIVE BONDED. NOTE 6 STATIC WATER TEST WITH SURFACE 5 FEET ABOVE RWL RAINWATER LEADER 4,12 4,12 12 12 NOTE 7 - -- 19 POLYVINYL CHLORIDE PRESSURE PIPE CAST IRON, 150 PSI, FOR POLYVINYL CHLORIDE PIPE,AWWA C110 SAME AS GROUP NO. 11. HIGH POINT OF PIPE. ASTM D2241 WITH BELLAND SPIGOT JTS. CEMENT MORTAR LINED,AWWA C104. NOTE 7 a SA SAMPLE LINE(SEE LISTAT RIGHT) 18,18,24 -- 18,18,24 - 125 WATER (A) 20 NOT USED INSPECTION AND TESTING SHALL BE IN ACCORDANCE o SD SANITARY DRAIN AND VENT 4,12 12 12 12 NOTE 7 -- -- 21 NOT IJBED WITH APPLICABLE PLUMBING CODE. L3 22 REINFORCED CONCRETE, PVC LINED, SAME AS GROUP NO. 8 _______ NOTE 8 voo} SDR STORM DRAIN -- 8 -- 23 NOTE 6 WATER 8(A)28(8)22(C) ASTM C76 MODIFIED, BELLAND SPIGOT NO APPARENT LEAKS UNDER NORMAL OPERATING a_ - ONDITI NS. c SPD SUMP PUMP DISCHARGE 2,32 26,32 2,32 26,32 50 WATER 23 REINFORCED CONCRETE, _- _ � (A) ASTM C76 MODIFIED, BELLAND SPIGOT SAME AS GROUP N0. 8 SPECTION AND TESTING SHALL BE IN ACCORDANCE (TYPICAL SERVICE-CULVERTS) c SS SANITARY SEWER -- 27 -- 27 NOTE 7 -- -- WITH APPLICABLE NATIONAL FIRE PROTECTION . 24 COPPER,ASTM B88,TYPE K, WROUGHT COPPER OR CAST BRONZE,ANSI 816.22, SOLDER JOINT, BRONZE,SOLDER JOINT, GLOBE: GRANS 1310 OR STOCKHAM ASSOCIATION STANDARDS. SU STRUCTURE UNDERDRAIN -- -- -- 20 NREQDT SOFT TEMPERED WHERE BURIED, 150 PSI,OR COMPRESSION FITTINGS. (FOR OXYGEN PIPING USE B-14T. CHECK: CRANE 1342 OR 36, OR STOCKHAM B-309 OR NOTE 10 HARD TEMPERED WHERE EXPOSED. SILVER SOLDER, FOR COMPRESSED AIR PIPING USE 95-5 B-345. GATE: CRANE 426 OR STOCKHAM B-104 OR B-105. PIPING MATERIALS SHALL BE IN ACCORDANCE WITH n.i -- _ TIN-ANTIMONY SOLDER} NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS. .i SUC STRUCTURE UNDERDRAIN COLLECTOR 12 12 NOTE 6 WATER : (C} 25 STEEL,ASTM A106 OR A53,SCH 40, STEEL,ANSI B16.5, 150 PSI FLGD, PVDF OR PTFE LINED CAST STEEL PLUG DIAPHRAGM OR CHECK 1 I L 50 PS F GD, NQTE 11 u-� UW UTILITY WATERSNON-POTABLE WATER) 2,24 2,11 2,24 2,11,19 125 WATER 2,11,24(A) 19(B) SEAMLESS, BLACK, PVDF OR PTFE LINED PVDF OR PTFE LINED. FOR VALVES 8"AND LARGER SEE VALVE 26 SAME AS GROUP NO. 11 (TYPICAL SERVICE- SAME AS GROUP NO. 11. ECCENTRIC PLUG, SYNTHETIC RUBBER FACED: DEZURIK 118E SCH FOR SPECIAL VALVES SEE SPECIFICATIONS. V VENT -- 15 -- 15 10 AIR (A)(D) SLUDGE AND SEWAGE LINES) OR KEYSTONE 580. SWING TYPE CHECK: CRANE 383 OR NOTE 12 �J POWELL FIG 559. BALL: PRATT ORAPCO-WILLAMETTE. CHANGE IN PIPING MATERIAL GROUP NUMBER IS 8 - 27 POLYVINYL CHLORIDE GRAVITY SEWER PIPE, POLYVINYL CHLORIDE ANSI/ASTM D3034 BELL AND/OR SPIGOT. ------ INDICATED THUS: 4 z , . ASTM D3034, BELLAND SPIGOT. NO?F�3 28 REINFORCED CONCRETE,AWWA C302, CLASS- SAME AS GROUP NO. 8. AS INDICATED ON DRAWINGS. FOR PIPE LINING AND COATING, SEE SPECIFICATIONS. PRESS�U EI P PELINES)AL SERVICE- NOTE 14 ci EXPOSED PIPING SHALL BE PAINTED IN ACCORDANCE m 29 STAINLESS STEEL TYPE 316, FORGED STAINLESS STEEL,ANSI 816.11,THREADED STAINLESS STEEL, BALL, FLANGED, LADISH NO.4202 OR WITH SPECIFIGATIONS. COLORS TO BE SELECTED BY 3 ASTM A312, SCHEDULE 1605 ANSI 816.11 SOCKET WELDED,ANSI 816.5, FLANGE JAMESBURY TYPE A/D150F CHECK LADISH NO. 5272 OR ENGINEER. c� - (*SEE NOTE 5) 3,000 PSI SCH. 180S STOCKHAM FIG 15 SF 318, RATED FOR 3,000 PSI NOTE 15 .f, 30 SAME AS GROUP NO. 11,GLASS-LINED OR SAME AS GROUP NO. 11,GLASS-LINED OR STEEL,ANSI 816.9, SAME AS GROUP NO 26. LIME SLURRY PIPING MATERIAL SHALL BE NON-ABRASIVE �,�- STEEL ASTM A53, SCH 40,GLASS LINED SCH 40, GROOVED WITH MECH CPLG, GLASS-LINED. FLEXIBLE RUBBER HOSE AND QUICK CONNECTION �p COUPLI GS RAJ GR E_ A - �,IT i-�17�iV i . 31 2-i"AND SMALLER, STEEL,ASTM A106 OR 2-li"AND SMALLER, FORGED STEEL,ANSI B16.11,SOCKET WELDED CAST IRON,LUBRICATED PLUG: NORDSTROM FIG 142 OR 143 cv A53, SCH 80, SEAMLESS, BLACK. 3"AND OR THREADED, BLACK,2000 PSI, OR STEEL,ANSI 816.9, ORSERCK-AUDCO LSW 144 GG OR MSW 133 GG. NOTE 18 LARGER DUCTILE IRON,ANSI A21.51 BUTT WELDED SCH 80. 3"AND LARGER, DUCTILE IRON OR FOR VALVE ENDS, SEE '- (AWWA C151)OR CAST IRON ANSI A21.6 CAST IRON,ANSI A21.10 OR AWWA C110, MECH COUPLING OR SPECIFICATIONS P�Q� OR A21.8 MEGH CPLG OR 125 PSI FLGD. 125 PSI FLGD. �, ��f' _ I c� POLYETHYLENE PIPE AND TUBING, HEAT FUSION FITTINGS, PE 3406, PE 2306,PE 2406, OR POLYETHYLENE BALL VALVES APPROVED BY PLUMBING CODE. �v �' '� 6 32 ASTM D 2513, SDR FOR YARD PIPING PER PE 3406 COMPRESSION TYPE OR OTHER APPD JOINTS PER 74gD2P '� ii PLUMBING CODE. PLUMBING CODE. © • �,, 33 POLYVINYL CHLORIDE PIPE PERFORATED POLYVINYL CHLORIDE,ANSI/ASTM D3034,BELL AND/OR SPIGOT. ------- �p 13trI ASTM D2729, BELLAND SPIGOT. REV 031004 "' SCALE WARNIN SUBMITTED BY - EXPIRES: s-3o-o5 G - 2 0 , 1 DESIGNED K KAI, G TEY )r GENERAL SHEET: OF z° , (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY PIPING SCHEDULE DWG: 000-G-013 NONE IF THIS BAR DOES DRgWN K KAI, G TEY IN ASSOCIATION WITH: lean Mater C'rVlC�'.S o NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION t3ur commitment ie cle4r. DATE: 20-DEC-2004 REV DATE BY DESCRIPTION T NOTDTO CA EIS CHECKED J BERGEN ARCHITECTS ASSOCIATIVE INC _(COMPANY OFFICERS NAME> LICENSE NO. DATE PROJECT NO.: 4959 11111111111111/ , --- -- --- - - - . ,-- - - , -- - - - - - _ - - ., , , • I - , , I _ GENERAL NOTES: BUILDING DESCRIPTION: , to I i ... _ - .. to ,, to, iiii till - - , ., -_ _ , - , _- __. , , , , :' ZI--II , . , , - , , FOR NEW PMAURLTT-TI EXCEPT FOR MAINTENANCE - I- te f_ ARCHITECTURAL i DBUILDING R Oy I DESDENALEANNSDRAWINGS TIOR A, CAULKING,As11 Ni.KG I SN GA R, FLASHING AINTENDED SHI N G AN FOR -STORY BUT NON-COMBUSTIBLE UNOCCUPIED co '" +4 ra 1 ARCHITECTURAL FINISHES. (POURED IN PLACE REINFORCED CONCRETE AND STEEL). U" , _ 111:i'' STRUCTURAL DRAWINGS GOVERN FOR BUILDING HOUSES MECHANICAL EQUIPMENT FOR PUMPING WASTEWATER,TditiE- -- : EFY , tfy BUILDING STRUCTURE AND OVERALL DURHAM WASTEWATER TREATMENT FACILITY. THE BUILDING INCLUDES ACONITIkOL-ROOM 6' REPAIR OR MONITORING OF EQUIPMENT. I,': >LI! co a I - . , 15 I ..<1 \ , COUNTER FLASHING AT ALL METAL ROOFING, o_ 74 -: , 1 , _ .._ • , _. r,-- ' .. . ! ' ...C1 - METAL SIDING AND METAL WALL PANELS PER BUILDING INFORMATION: 4-,, , ,_ - ' , . 10, MANUFACTURER'S STANDARD DETAILS AND BUILDING PERMIT DEPT: CITY OF TIGARD,OREGON , to 1 , RECOMMENDATIONS. to , to ..„,, I, . . .. . BUILDING CODE: 2003 INTERNATIONAL BUILDING CODE coE'D I I . : . - i .,Co . .. ..... . . . „...-- , .i .. . WITH STATE OF OREGON 2004 STRUCTURAL c L., , . ?A - I SPECIALTY CODE AMENDMENTS = . . . ... 04. , 2003 INTERNATIONAL PLUMBING CODE to . . to 1-1-- PROPERTY LINE ,, 2003 INTERNATIONAL MECHANICAL CODE to , I : .• . .•: .-0 _ r•- L.L . 2003 INTERNATIONAL ELECTRICAL CODE D. , , _ , . . , -',6,-, 2003 INTERNATIONAL FIRE CODE , . . _ _ . 'If--- , -L.— v _ .... . . , . . -Li I _ _ . , , ZONE: R-4 SINGLE FAMILY RESIDENTIAL -• - . ,,, .. -_ ___ .. LAND USE APPROVAL CONDITIONAL USE PERMIT (CUP) 1999-00003 •. , , ., , , , , , II- 11) __ ,..„.. - SITE DEVELOPMENT REVIEW NOT REQUIRED .. , .. ,•,„ . , EXISTING ACCESS ROAD . c..]-' . . .. i ,,,, OCCUPANCY: F-2 LOW HAZARD INDUSTRIAL PROCESSING OPERATIONS I ., .., 0 , , , ,, , _______ .• • 19Elmetn4 . '.f. .. OCCUPANCY SEPARATIONS NONE REQUIRED - , *.4i • TYPE OF CONSTRUCTION: TYPE 11-B -- _ 7 \\ _ .._ . .. . .. . . . ... s, 7 \ _ - SEISMIC ZONE D1 11 ' _______ . . . .., . . _, __ __ ,- I - , _____ —7' ,‘_I . \ ■ . Qq,4 . . . . , . DESIGN WIND SPEED: 100 MPH, 3 SECOND GUST , \ . / ' . , \ , _7' , --,_ DESIGN SNOW LOAD: 20 PSF _ _ . , I I - ___ EXISTIN I 0 DIGESTER 1 i I AUTOMATIC FIRE SPRINKLER SYSTEM: NO -THE BUILDING IS OF NON COMBUSTIBLE CONSTRUCTION =NM. - ' //7 sIVIPLE7-. , , - .. , LOCATION ON PROPERTY: SEPARATION FOUR SIDES WITH MINIMUM 6OFT YARDS ALL SIDES , ,/ ., j. , . . , _ ALLOWABLE HEIGHT: 33 FEET (BY CUP) ... . , . ,..... u.) \ ' ... . , 55 FEET HEIGHT AND THREE STORIES BY IBC) , . . ,.,„ , ,„. _ _ _ \ 2 El .-•.-.-.... .• _ \ ..,....; . .. .... ... , . . . .• -: . . - ACTUAL BUILDING HEIGHT: 33 FEET/2 STORIES .! A ..---- ..........-. . .. . .. :.-....-....-, .. -.- - . . . , . . „ ...- -....-.. -- NEW CUL-DE-SAC / ROAD RECONSTRUCTION - \\\ , , ,. ' ALLOWABLE FLOOR AREA 63,000 SF. .......-•.• . .....-. REFER TO CIVIL DRAWINGS I .... .• .... . .... ...:.........:,. • •• • • ... .,..... , - . LARGEST FLOOR: 9,159 SF +1- (GROUND FLOOR- ELEV. 132.0) - . . ... ... .., .., . . .... . . . , . Z •••• • -• . . . , - -- 7" - i I 2 b 0 .•...•.....-. . . ..... .. .. . .. ••• •.• • ..........•..... . .. .. ............ ... • ......-.• . . .. .. .. 6 . . . ..,. , BUILDING FLOOR AREA C\I ow. "'" , BASEMENT LEVEL 2 3,722 SF. NET AREA- ELEV. 85.00 .-....•••........... , • ' '' -- ,,, .. .... . .... . , , II I .... .... . . .. .-.. .•.•. .. .... .. .... ... .... .. .. . .... .. .. ...... ... . . ..... .... .. . . . .... . . . .. . . ... .. .. . .... .... . .. .. .. . .... . ...... . . .. .. .. ... L- - , __ „ ', ----- -- , • - . .. ... will _ , ., . BASEMENT LEVEL 1 7,815 SF. +/- ELEV. 117.00 ... .. ....... .......... ..... ..... , . .... .. . . . .. .. ., .. ..... .. ,:- .. . . .. .. ... . ... . . .... . .. . ... . . .. .. .. .. .... .. . ... ......... .. . ._, I I .. . ...... . .... . .. ... ............ . - ,---- I , A -___ ._ .. . 1 , ,. ,_. MEZZANINE VALVE CONTROL ROOM 381 SF. +/- ELEV. 144.00 i , ...... ,... . . ..... . ._ ... . . .. .. - . ... . ......... .... . . . . .. ... . . ..... ... .. . . . . .. ....& . 1 - ... ... . ...... .. ... . ... . FIRST FLOOR (GROUND) 9,159 SF.+/- ELEV. 132.00 . .... . . ..... ... . ...-....... ..-... I , NEW INFLUENT ....... . ... . . . .. . ... :151. ' -A.N,-.. ., I . ,.. ... . HVAC ROOM 1,005 SF +1- ELEV.150.50 PUMP STATION .. -. . . . . ...- .- .. , , i ., c) ,-- I , BUILDING / ... . . .. . .. .. . . . I "* . .... . ... ..... ................. .. .. . . .......... . . , . .. „ ...;- ......... .. . ..... . . . .. ,.. . .. . ... ...... .......... .. ... ., . .. . . . .. ... ., .. .. .. . . .. 1 TOTAL FLOOR AREA 22,082 SF. .....-, . .......... .... . . . . .... ..._ ............. ..„....... . . .. . . .... .. . , I ...-.•.•:.-.....•••.•-.-•.-..•........., ..........--.•...-.,.. ...... . . ..... . .. . ---, _ i .•...- ..•• 4 - •• i G 1.-- ..A 11! , NEW 6' SIDEWALK- to ,,,,-,.., (43. REFER TO CIVIL DRAWINGS- „,,_, (A. DESIGN OCCUPANT LOAD FROM I.B.C. TABLE 1004.1.2 . . 6e. 64 69. , _ 69. 1 78' +1- 1 I:,'-,” 371' +1- . I BASEMENT LEVEL 2 14 OCCUPANTS to ii... 69. TO CENTERLINE OF SW 85th AVE. ' V) . ' te 1 0 6 , ,., ,, 1 ' ' EA- I Ea {19 N EXISTING FENCE I BASEMENT LEVEL 1 26 OCCUPANTS FIRST FLOOR 31 OCCUPANTS ? , , , 1 , , 2 , -PROPERTY LINE w , , MEZZANINE 2 OCCUPANTS , H t Ca; --- ,, ' I NOTE: HVAC ROOM 4 OCCUPANTS ---;- ---0-------- - --- .-- . , La / ___ ______ _____________ - -„, • , _ ____ ______ i __,_ ,__ REFER TO SITE LANDSCAPING PLANS I TOTAL BUILDING DESIGN OCCUPANT LOAD: 77 OCCUPANTS (FOR EGRESS SYSTEM DESIGN) lo ta , Ea , & CIVIL DRAWINGS FOR ADDITIONAL ta . , . .0, _:': _ZUj ■ : I 0 I mill al SITE INFORMATION te. (f) 0!). ,. to ACTUAL BUILDING OCCUPANT LOAD: 1 OCCUPANT DURING DAILY WALK-tHRU ,A. 1 _ te mi, to , _ --.1....... i : 111, , tio. , , fa . 1 3 OCCUPANTS +1-ADpUpil iNcGATREPAIRS I O N , - ' , -11:3-LI cif? ta 0 I 1 . ":•-•:' '-4--.1 rt ,ef, ...S 1. K .1, hicKIPNEY ., . —.) ai I -.4 a- ii: SITE PLAN , NCOUVER, A. ' I ° 1-- NOT TO SCALE , ,:---,-,-, , Lo N. ......... .. ........ Lo c) SCALE WARNING SUBMITTED BY 01 -440, ARCHITECTURAL SHEET: OF ..-- __ _ _ 0 1/2 1 DESIGNED J. McKINNEY _________ ri. _. --immor!nimmilimi ___ _ _ (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY z NO SCALE IF THIS BAR DOES DRAWN S. EBOLE 111) M IN H -- 're' PHASE 4 EXPANSION IN ASSOCIATION WITH: INFLUENT PUMP STATION DWG: 000-GA-001 Clearaater Services _ _ ___ NOT MEASURE in SITE PLAN & SQUIER ASSOCIATES - ENSR INTERNATIONAL DATE: 12-22-2004 --) THEN DRAWING IS Our commat.ntem “ clear — ARCHITECTS ASSOCIATIVE INC PROJECT INFORMATION REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. MCKINNEY (COMP-ANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 _ - ,., / . • • • AINIII - -- „ _ - - - I. 4 4 ___ , _ GRID . A — _ „ STANDING SEAM- ' CONCRETE WALL- .. _ — , TYPICAL AT JOINTS • - SEE STRUCTURAL - '... _ METAL FLASHING CAP to to METAL FLASHING - 'GRID: -- - - - .• - — — - . ' • A, 4 . SEE 10/000-GA-002-SIM. 4"CMU VENEER — ..t3': -, 7., = - 'CMU VENEER — „ -c) to 4. 11 ,, to VARIES ,■(' or r- FLUID APPLIED WATERPROOFING ' - — - _ _ co •-c/ 4 - - FLUID APPLIED WATERPROOFING in- -rod Ob.^ CORRUGATED METAL SIDING • 11 OVER METAL FURRING SLOPE r10 6 ....,„,,,....____- - .1 . - FLASHING _ w ____ II ' . WATER STOP- ' -'1 I- Ir°Pr= a 1 ii .0 METAL FLASHING ILOWAIr SEE STRUCTURAL d A .-I - A CAVITY FILTER AND WEEP HOLES O 1 KA 4 a. to I 1 'Llv. . -‹ AlIF < . - V STEEL ANCHOR PATE- ....4 io ELEV.-SEE WALL SECTIONS - <I, •ilqji SEE STRUCTURAL 6 En- V -";-- . . . < * V TOP SLAB 4 .*,14it'.1010 (TYPICAL LCRHEAVNEF REVEAL)'I::+01 4 El, ----------. y te 1..., i Jr n WEEP HOLES 1 4 E A < • •-, ..,•,,.. co A V . - 4 • - CAVITY FILTER V 4 - ELEV.-SEE WALL SECTIONS 0_ to' a . - , i u) COUNTER FLASHING 1 • 4 4 ' A :•.:.-*•:1.:',:: ::' = to WHEN REQUIRED 111114 • METAL FLASHING CONCRETE CORBEL SUPPORT- • STEEL SHELF ANGLE- co 4 te 4 OCOVERRRUMGEATTAELDFUMRERTAINLGSIDING to a • L: O Z SEE STRUCTURAL SEE STRUCTURAL ..0 4 ' CD •. • 4 D CONCRETE WALL- -.1°.. 11_.... ....0011 4. * . 4 PRE-CAST CONCRETE , 4 A . 1 • SEE STRUCTURAL 6 FINISHED GRADE/PAVING '- • -"4---**-;•:••••'':.'''',.' - - WAINSCOT PANEL . FLUID APPLIED ROOFING OVER .-: ,A DRAINAGE/PROTECTION BOARD 7:7-:: :: < " . CONCRETE SLAB .4 - '41. 1 V - ; •••••'..''.•'• . • -------- CONCRETE WALL- t ''N CONCRETE WALL-SEE STRUCTURAL SEE STRUCTURAL 1 1./71 NOT USED 13 TYPICAL PARAPET FLASHING 10 PARAPET DETAIL 7 CMU VENEER BASE 4 SILL DETAIL 1 000-GA-002 N.T.S. 000-GA-0O2 000-GA-002 000-GA-002 000-GA-0O2 GRID __...— 2" H PJR.ID ---'-'. METAL FLASHING- 10/000-GA-002 SIM. Pr •V //./ CORRUGATED METAL SIDING L, _ --111-111111 OVER METAL CHANNELS OVER /// 8" VAPOR BARRIER OVER / ri GYPSUM SHEATHING / \ 7//// 8"CMU WALL — . STEEL FRAMING- 1 . pip V . <44 8"SMOOTH FACE CMU VENEER SEE STRUCTURAL .X/./.// • 4 . 4 •'.4 e 4 ro, FLUID APPLIED WATERPROOFING APO° METAL PANEL WALL SYSTEM // / 0 10"CMU WALL, SEE NORTH EXTERIOR ELEVATION- . 4 < r • or STEEL ANCHOR PATE- - • . r 4 <I / 1".---11111 ' METAL CHANNEL FURRING METAL STUD FRAMING / SHEET 100-00-001 . AO; - 41 SEE STRUCTURAL FLASHING A V• 4 . /// <IA / 4 . ,q1 // ..,.. __, <, n. . T77 3/4"x3/4"CHANFER 111111.51111111 METAL FLASHING / r 0 g a. D id - 4.4 . . ,,,,-:-•• - (TYPICAL REVEAL) FLUID APPLIED ROOFING OVER /), F- (...) : Lo v• (*() 4 - 4 • ..V•:'.,, _-1/ _ 5 D :lc° • .-. • • -t,.. ...,-.. ELEV.-SEE WALL SECTIONS 0._.. CONCRETE CZ / - ELEV.-SEE STRUCTURAL ----(1} . ... . .,_, I-- r 4 . . - . • TOP WALL >0-0'11 CONT.SEALANT&BACKER ROD . • - - ::. --: ' ' (BOTH SIDES) 5 CI) <7 4 . Zo -.- # a_ .e . • STEEL SHELF ANGLE- i ■•: 4 • • .- ° S - 4 FULL GROUT IN FRAME, HOLD 7 . SEE STRUCTURAL — 5 • ..- . •,. ••.. —wit r..'1 FRAME UP 8"TO MATCH DOOR • - . • - •::. .-. Ls. -• <7 - • - CONCRETE TOPPING OVER 4 PRE-CAST CONCRETE v • METAL DECK H.M. DOOR&FRAME . ' .•..• :•. . ,. ... WAINSCOT PANEL • - • - A (PAINT PER SPECS. . 1 . <I . — A TYPICAL) ' A ' 'I:>; / . CONCRETE WALL ___ - /4 - . • 17•71 , • SEE STRUCTURAL -.--, WALL DETAIL 11 NOT USED 8 DOOR JAMB AT SCREEN WALL 5 SILL DETAIL 2 000-GA-002 000-GA-002 000-GA-C'02 000-GA-002 c GRID PRE-CAST CONCRETE PANEL ... LINE OF STEEL FRAMING STEEL ANGLE- FACE OF 8"CMU BELOW SEE STRUCTURAL 1' 8" AT WINDOW JAMB 1, / METAL STUD FRAMING co -. -- -- --"--- -----„,..7/ SEALANT&BACKER ROD 6" 1.1 4"CMU VENEER ii co o" METAL PANEL WALL SYSTEM to EACH SIDE PRE-CAST CONCRETE PANEL te OVER GYPSUM SHEATHING II STEEL ANCHOR PATE- co <7 . . to A • v — V'-'1 - r• SEE STRUCTURAL to a. . 4 41 14 . '47- ' - te FLASHING ■• a 4 ' . to kr 4 a.- 4A• 1 \ <' ' 4 , 4 ---. H < SEALANT&BACKER ROD co 4 1-• 4 ' • - te METAL ROOFING OVER ..- > • ' 4 . . z . co kr. 5 314"x3/4"CHANFER te RIGID INSULATION OVER - , 4 , . / a_ a tn.. . / co a. . to VAPOR BARRIER OVER ., z 1' A A .(/ ' (TYPICAL REVEAL) (// 4 Y A - V E1 4 1) METAL DECKING DI : - A A - -( )61( 1-----, / V ES 0 ... / r..- V-7,/'.4V i A / ( \ 141 . A Lr . ,...- '. • '• '7.-.. , \ H \ 4 • Nr •■yr •r ■ g z I- _ • •;: .- :--•''..,.:.' (:,, ■ ■ .. ,. \\ 4. \ . .- *4 . 5 . 4 - 4 Z <- .V1 - V 4 - • ' ...1' .:-1'.''.1: .., 5 , ../.. ... 4 a 15 4., .4, .. .. ... .. .,, .. 4, ..„ .„ .. ,,," to g-' . . > .:1 • 4 . • v a. .••,v, 1:.- :•••, •I :- STEEL ANGLE- ;P. 1.... •• Z ; kr c,) i Fe o . . . • .. . . ... SEE STRUCTURAL co 5 (A- p==[ < D <1 < 5 • • , .• •• . . . . .. ....•-,.. „.. .,,, „ . . .. .. ... . ,. ,.. • - '- ..". ..., .: , .•. : ,-• %: .•...,- ta- > w 3/4" . . . A -0., PRE-CAST CONCRETE PANEL to w I . 4 3/4" to a. U) .4 .4 4 4A- . <4 ° - 4,7 . to 5.3 LLE te 4 • • • a • • • ' •••• ' PROVIDE CONTINUOUS REGLET to . . ,, • .. , t:....,.••..., •...• AMD FLASHING AT WINDOW te • • • .: • . ... .,.. HEAD BELOW to 1.71 • Y i- ai, • ,,,,.. 4 ;.-:':•:.. ...:. `:.;•.:..‘"...,.: EA. FLUID APPLIED WATERPROOFING 09- A■Cal ---- - - .‘41/) ..• •, • ,. .. . 40 Eft *. 4 • . 4 'V ..--*--:.:••: -:s... ....•- •$, - _ • . • : • • -.• ........ CONCRETE WALL- iti '.*. „ - for.11-.a, , Air. .to p _ ' '. -. ' SEE STRUCTURAL it *,- -ii 4 NOT USED 14 RAKE DETAIL 12 REVEAL AT PANEL JOINTS 9 PRE—CAST PANEL REVEAL 6 ,:‘:A7-- ,,MAIER,WA. . - ,1 LINTEL DETAIL 3 IA., c.- ,, - 000-GA-002 000-GA-002 N.T.S. 000-GA-002 N.T.S. ;(1), ,,,,,..-.--,_ . ..lca. -,- ..> 000-GA-002 FOR PERMIT APPLICATION ( 4 , lr&OF , ...• , Ln SUBMITTED BY c) L SCALE WARNING co ARCHITECTURAL SHEET: OF L() 0 1/2 1 DESIGNED _J. McKINNEY -41Zr (PROJECT MANAGERS NAME) LICENSE NO. DATE -*N DURHAM FACILITY INFLUENT PUMP STATION DWG: 000-GA-002 z 1 1/2" = I-0" IF THIS BAR DOES DRAWN D. McCLURE ( ( ) ) M W H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION ARCHITECTURAL NOT MEASURE 1" o SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 --, THEN DRAWING IS Out commitmene u cleat CONCRETE DETAILS-- ARCHITECTS ASSOCIATIVE INC , -- REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 / .. .. GRID GRID €R1D „ 0 METAL WALL PANEL SYSTEM GRID ....- ..... .--- ... _ 1' 6" -.• GYPSUM WALL SHEATHING 1' : :6" T - 1' 6" .01 v., --.0 ow -.••■ frio-i...u--------..--, : --: _ ... - - to 8" •••■• ow -..1 ar.-- ••■ GYPSUM BOARD CONCRETE WALL- te •-•44 11.-- 1/.41 4 r- - 1. SEE STRUCTURAL te. 2 - 11 ) I. MEI FLUID APPLIED VAPOR BARRIER I --,/- ,_ : :- _ - - - - - CO 100- -.0 TRANSLUCENT' 1- -1 -4 . -4 - WATERPROOFING 4 10 —7 REID APPLIED WATERPROOFING rd m 024 IA- 1,- / WINDOW PANEL -.41 - . _ _ - - fo- \ re 9 1/4"x 16 GA.STEEL EA. -.j 0 4 -me 4 CONCTETE WALL- <I STUD HEADER 4 4"CMU VENEER L..._ J - 4 ALUMINUM FLASHING TRANSLUCENT WINDOW PANEL 0 . I • SEE STRUCTURAL \ iti __.___ W/SEALANT i--- i- 0 ..011""---- D Ct F.- • , • • <7 • METAL FLASHING ca Z D ALUMINUM FLASHING to - .4 g:. ::: 4,4, 4"CMU VENEER 0 PRE-CAST 5 .t.. WI SEALANT i- z W \A A NCN. . A • A \ METAL FLASHING 1- .. . 4 to. STEEL SHELF ANGLE- 1:5 L. CONCRETE SILL W/ 0- co 44 5 VA quil7 NN, z 4 4' w-"IN CL. SEE STRUCTURAL 0 . 4 4 a. 1/2"x 1"DEEP GROVE WI PRE-CAST CONCRETE SILL- METAL FLASHING CONTINUOUS SEALANT& 0_ a u) 2 -i Ad•I: a SEE STRUCTURAL FOR 5 BACKER ROD 2 k, • - „... ..----- ' A I drIllr' A H D ' Q3 V ATTACHMENT STEEL SHELF ANGLE- z 1.- a , .0- .-- . ..... 0 SEE STRUCTURAL 5 0 a_ 0 A +at ACOUSTIC LOUVER i _I CONTUNIOUS SEALANT& a) :t4- C1-11 , •• ......• ,. cr E 1, H . . . . . . • J;),.: •.- - . .. . i_., BACKER ROD i- CONTINUOUS SEALANT - u) C13 Z C = /. ' •' ' ;`,‹ . ''"..-• 0 1 /-- : ," . • ,. ... 1- z W 0 P-N Cr) , . ■ \ .. • . • CL A#614' --, A . 4*- -::- fi , Fr 0 TRANSLUCENT WINDOW PANEL TW Li— a. 1 ft E. f A z CONTINUOUS SEALANT CONTINUOUS SEALANT 1-2 En- = - a Zr-1 I 1 • ACOUSTIC LOUVER L3 w Ei3- A v-100 taco I 11110. -.NI W te. 4 . tn. a (J) . . •• I- 6 CONCRETE WALL WINDOW HEAD 7 GRID LOUVER HEAD 4 AAA11111116, L.: ,.. . .,.. .. . CONCRETE WALL- 1- 0 SEE STRUCTURAL Z 0 .4 4 4 \A 4- • , _AN SOLID 6"CMU SILL 000-GA-003 000-GA-003 co D - I-0" . 5 Et 4 a. 1- 5. • F - r " . PRE-CAST CONCRETE u) - 2 w - - , _ 4"CMU VENEER . - WAINSCOT PANEL 5 ILA I./ SEALANT AND BAXKER ROD• 41 - - ... . -._ . 4 3/4"CHAMFER(TYP.) ....*---- il„ .- 2 ' • Ifri .: *....• : • FLUID APPLIED f - : 1 .._ A • 1, _ _ _An TYPICAL WATERPROOFING FLUID APPLIED WATERPROOFING r-- a SEE NOTES AT = Z WINDOW SILL 12 WINDOW SILL 9 \ - _ 5&5a/000-GA-003 \ p. LOUVER HEAD 1 000-GA-003 000-GA-003 fi 5 o 000-GA-003 \ R F F _ F- 1- (f) Z W 5 w EL U) _____ __ ) ______. -4 r ___,..._. , 5 GRIE) — ipRID __-„,. --.....:4 __._ I a ii.., v METAL WALL PANEL SYSTEM ",.. • H 1' 6" ..0":7 • --.1 TRANSLUCENT WINDOW PANEL GYPSUM WALL SHEATHING Z ACOUSTIC LOUVER VAPOR BARRIER 0 CL I ..■* <_______„ PRID WINDOW JAMB 5c 1GRID WINDOW JAMB 5b — 3/4"CHAMFER(TYP.) 9 1/4"X 16 GA. STEEL • .....*---- a ------7- 1 ' 1 •'' • *•'' . STUD HEADER ‘.... 000-GA-003 000-GA-003 ALUMINUM FLASHING PAN , .• • ..• • : 1 !11,111 .411briN4 4 ft Z D I $ . , 0 CONTINUOUS SEALANT& F- CONCRETE WALL- CONCRETE WALL- 6" 2' 21-6" BACKER ROD F-- 0 z . v .4. 1 .:- -.. —• : •.... .. SEE STRUCTURAL SEE STRUCTURAL 4.1. ro.- AA 5 15- METAL FLASHING AND SEALANT 5 1 PRE-CAST CONCRETE SILL a_ cn a. 41111111"11111..11.111WVAIIP2 4"CMU VENEER V VV . ... • ••: .. ._ •.. • . ..•.. •. . - -----.... TRANSLUCENT FIBERGLASS al 4 . 4 • ••••-•:. • .. • FLUID APPLIED WATERPROOFING • <\- - 5 a) .;,. ...; •.:. .i..:.: .•....:.:...:•- '..i ... t/i 5 WINDOW PANEL 6"SMOOTH FACE CMU VENEER v -v . 4 - v , :. -•''' :: '•_„;:,-.=------- PRE-CAST CONCRETE LINTEL- - SEE STRUCTURAL FOR 4 . r METAL PANEL WALL SYSTEM ii.. • .• . ATTACHMENT < 4 ■...........sp, -.0 4//yr CONCRETE WALL_ WINDOW HEAD 13 . 4. - ' 44 4 FLUID APPLIED • il - 1 1 II. i SEE STRUCTURAL F-A u....-- k , 4 II z NIIIIIIII -e__J "5 0 000-GA-003 \ . r WATERPROOFING i-- • 4 ■041--- SOLID 6"CMU VENEER CONTINUOUS REGLET AND F5- CL. 0 I- 4 1111 WF STEEL COLUMN- • b_Z 4 • 4• 4 - STEEL ANGLE- FLASHINGFULL LENGTH OF z < L a_ -, a • ,t;/ // / SEE STRUCTURAL w SEE STRUCTURAL ----.r.as . W .--j PRECAST CONCRETE LINTEL 5 I a. ,r • DE . . 4 ii METAL FURRING------ __ .4 0 5 1.- c.) - . 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McKINNEY ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 .. _. — ,_, CAVITY FILTER —_ _ _ _ - GRID CONCRETE WALL- CONCRETE WALL- SEE STRUCTURAL _..... DIM. POINT _ - —_ GRID GRID 4"CMU , r,,, E_____ SEE STRUCTURAL - SEE STRUCTURAL/ I _ rar ist■--- _ _ _ — _ - _ - r te A : . 4 : _ a • FLUID APPLIED WATERPROOFING a 4 4 ----- 6"CMU PRE-CAST CONCRETE _- -— _ __ __ , „ _ , — r N•N1 /--- _ -• 4 WAINSCOT PANEL 6"SMOOTH FACE CMU _ - - 46 . --. — ___ __, __ _ STEEL SHELF ANGLE- METAL PANEL WALL SYSTEM fa-D .4 SEE STRUCTURAL --.. ..,1„.,...--`1 CONTINUOUS SEALANT AND BACKER ROD • 4 . . . • 4 CONCRETE WALL- 4 4 4 - • 4 < l'4" GYPSUM WALL SHEATHING SEE STRUCTURAL 4 . 4 '' • . - - ': - • 4 .+411111 010. .4 CONT. 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I-: v WRAP FLUID APPLIED ROOFING TO TOP GYPSUM SHEATHING /11111/ - . 000-GA-005 I-- 0 - 4 • -.411------- Z 4 - 4 •. OF CURB-TYPICAL ____ p_____ CMU VENEER • - 4 , 1 J 0 F- / • • 44 •. 4 4 ' a. co it 4 . a 4 1 METAL PANEL WALL SYSTEM - 4 - . -'-- M LU --d Arilii •------Zin-7-7-----:- . METAL ROOF DECK 4 I i i •■■m oil a oul■ma._—• - 4 • . . • ..4 . • : ■ ACOUSTICAL DUCT LINER 3 co . 4 . 0 Pre 17tler i . --...___ ' ■ METAL FLASHING 1-- . • . `7 , 4 ■ -:- OVER METAL FRAMING , . • </- . 1--- 0 V VV 4 6. 1 D - . .4 • . ..4 .- -4 4 "1 . 4 zi " . . -- CONCRETE WALL 5 w 4 , . . 4. --- tt • ? U) 4 . 4 RAKE DETAIL 13d /// 6 LU v • . : 4 - DIM. POINT : : WINDOW JAMB 9 ,- u) g AVAIVAII ..- : 4. DIM. POINT /r DIM. POINT D 7 -4?. . 4 ' 4 - 4 - . SEE STRUCTURAL ; 1 1.-- CONT.SEALANT& z i- CMU WALL ,.... i- . 4 .: ' 0 " • SEE STRUCT. SEE STRUCTURAL 000-GA-005 BACKER ROD 5 0 . 41 ' Z D ----- cc 5 c‘ ; :. i ...._________, ..., ct) • . CO I _ 4, o v H.M. DOOR&FRAME- A. 3 w ■ ' w r (PAINT PER SPEC'S.) d co \Cl) ce---..,—,: GRID •k 4, TYPICAL VVVVV CONT.SEALANT& '- GABLE JAMB DETAIL 13b , BACKER ROD z 0 5 n F;;;m„„ „ , „ „„„,;;;;;;;. r",-- (BOTH SIDES) a .° _ CC ir I ,. GABLE JAMB DETAIL 13e I METAL PANEL WALL SYSTEM DOOR HEAD 7B ■ H.M. DOOR&FRAME- i-- c.) w 000-GA-005 1, ,,, II --I 1 •o i (PAINT PER SPEC'S.) b (i) ta , 1 2j: ':. I. i i all- . . ti A . . METAL HAT CHANNEL FURRING g ik 1 .. TYPICAL cC If : LIFTING EYE @ EA. END OF WINDOW ta <A- BY PANEL MFR. GYPSUM SHEATHING f- ie. i _ , i- to- Z D DOOR JAMB @ CMU 3 0 CC ta METAL FLASHING BY PANEL MFR. # . CONCRETE WALL- CL I- 0 . -realr" cr) . I < . . - SEE STRUCTURAL ---- 000-GA,005— . to • , Lu 0 / 4 Ei LU to, ALUMINUM FRAME BY PANEL MFR. 0 , # / ' 1111111■....._ * ' I I te- 0 _N\cf)()_.VVVVV ta • KALWALL ROOF PANEL 1111111., METAL ANGLE FOR -.P"s-■ to S,1" v :::-\--, 114ii ATTACHMENT • 4 . .7 r ALUMINUM FRAME BY 1 GABLE HEAD DETAIL 13f 4 • A . CMU VENEER ty,--- -.74! PANEL MFR. • . . .4. a ' ■!„ : a C Y C.) *41 . , SEALANT AND METAL --1 1111 , .7 A . . . • . • • -...c..; -------". ,, -..„,, FLASHING 0 I- .6 I— 0 Z D 4 i- 5/8"GYPSUM BOARD (-1?i C■"- 2.). .. •:, TRANSLUCENT /- 0 ) c N-- i:-) 0 f_ce z 0 EA.SIDE 1,1), ,•,< ,.:\ te• .I` WINDOW PANEL o_ co CONCRETE WALL 0 cc to to -4 _, co to c7":) ci) w 6"METAL STUDS/FRAMING to - 1 - 4 - "v/ ....k,,,. 4 '1 El W fl). ,,_,rir,,,,,-- (A- II OM IR CD te .4-4;7;---,•„ A _ • < . . - / METAL STUD HEADER . 1 te• •••.----., CONT.SEALANT& z , tei \, ---:------' .---------111"*---.- ____. BACKER ROD 0 (-) 0 . H.M. DOOR FRAME- (A- --. -,. -- -;---- a. r to (BOTH SIDES) ct 0). BATTEN DETAIL 13g N., 1.'!„... 1-5 , (PAINT PER SPECS.) tf)- .... . r f)- 0 E) u j o (0, o ' H.M. DOOR&FRAME- r 4 • H.M. DOOR- to '7U-: d cual ■ ' ■ iii RIDGE DETAIL 13c , ,, , (PAINT PER SPECS.) ri 'r (PAINT PER SPECS.) i v k 4 TYPICAL , r. KALWALL ROOF HATCH 13 V WINDOW HEAD 10 V DOOR JAMB 7A DOOR HEAD 4 3" = 1,-0" 000-GA-005 000-GA-005 000-GA-005 FOR PERMIT APPLICATION 000-GA-005 Lo .- / 4 / IN..■■••••■ . L() SUBMITTED BY c) SCALE WARNING ci) J. McKINNEY 'NW ARCHITECTURAL SHEET: OF Lr) 0 1/2 1 DESIGNED_ 01- ----- _____ _ _ - I D. ZIESEMER ( ( ) ) M W .‘"‘ DURHAM FACILITY INFLUENT PUMP STATION DWG: 000-GA-005 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE z 1 1/2" = 1'.-0" IF THIS BAR DOES DRAWN D. McCLURE H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION DOOKWINDOW .o NOT MEASURE 1" o U.N.O. SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 --) _____ _ THEN DRAWING IS Ow comriiienteAt is deal AND LOUVER DETAILS - 3 _ _ _ ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 HORIZONTAL ...'.ti. ;!m ....;..ju.; ZONTAL METAL STUD -- : - - - CONCRETE WALL - (Th : - -- - - PRECAST CONCRETE CORNICE 1 GRID SEE STRUCTURAL CONCRETE WALL - GRID 000-GA-006 _.-./- •---------7 ...R- G:L.-ET - FILL CAVITY CORRUGATED METAL SIDING GRID SEE STRUCTURAL 6s. , te- OVER METAL HAT CHANNEL 6s- PRE-FINISHED STANDING SEAM - vo- FURRING , -3x riz.:T. PLATE - co - = - -S'Pz STRUCT. FOR ANCHORS 4 <7 r , EA. il SEE 10/000-GA-002 - SIM. • „ . • ... •••,• ----. . _ _ _ __ 6s• FLASHING / .•. •, .:,.... . . .. •, ,. . .. - - • • 69 1 e. . < :. "'.:' •'', . ''' .. • :: .. *:. .'...*. Il 4 .1_ ELEV. (SEE BTOLDF)Gc.0SNEcCT.) (1)._ . .. . . . . . ... . . •• . . . '' STEEL ANCHOR PLATE - 3 1/2" EPDXY MORTAR CANT SEE STRUCTURAL CtS 4 ./ 4 I 4 a . . . .... .. . . . . . .. . . . . I 4 \) FLUID APPLIED ROOFING . • . . • ELEV. (SEE BToLDpGc.0SNEcCTIO 15 ROOF STRUCTURE - \ r ‹ 4 ..• ..:: ..... , •• • .. . .. " PRE-FINISHED METAL FLASHING - 4 44 I SEE STRUCTURAL 3 1/2" EPDXY MORTAR CANT • SEE 10/000-GA-002 - SIM. / 4 4 4 ..... ..:: l''..,..1,..... ..i...*..., :...1.:C.-.. :::.,..1.1.1::. `7.'111111111.1.11'4141111119111411111111111111' 4 _..as CO 4 4 • '1. * . ,...., .....;:-... 64 FLUID APPLIED ROOFING . . . . . , . • .•, i 69. „ 6s• PRE-CAST CONCRETE CORNICE BEYOND 4 ■i: 4 4 iiii:;„ ROOF STRUCTURE - PRE-FINISHED METAL :::::;:::. <, :;:;$:;.:iiik, iiitL.,....„.... SEE STRUCTURAL a <1 4. ' 7 COUNTER FLASHING t METAL FLASHING BEYOND 4 4 . < . . -----------7,- .1 4 < 4 '4 . 4 < 4 • 4 4 4 = . LI 4:4 . 4 4 < METAL ROOFING OVER RIGID 69, EA. PRE-FINISHED METAL COUNTER-FLASHING • 4 < 4 • INSULATION ON METAL DECKING 4A. a 4 ELEV.VARIES Er)____ 4 OVER CONC. WALL 4 4 • 4, < TOP SLAB - 4 4 < 4 FLUID APPLIED 4"; . 4 . 41 4 WATERPROOFING A 4 . . 4 44 ... . 4 4 .. . , 4 . °,i 4 a , ^ . -.11111-1 CMU VENEER @ CORNER RETURN . 4 < i■ a■ ■• •■ . 441 A imq CORRUGATED METAL SIDING AIM ' .01 REGLET @ CMU VENEER JOINT OVER METAL HAT CHANNEL FURRING NOTE: ..7/414. METAL ROOFING 1. SEE DETAIL 9 / 000-GA-002 Willi ROOF DETAIL 7 ROOF DETAIL 4 FOR JOINT DETAIL - SIM. ROOF DETAIL I r- - -I 4.10-*--- 2. SEE DETAIL 3 / 000-GA-006 ,-•t4 '" 000-GA-006 000-GA-006 000-GA-006 1 .40"---- FOR TYPICAL CORNICE. I 4010' , \ I 411P7- 4.fr # ROOF TRUSS - GRID CONCRETE WALL - SEE STRUCTURAL GRID FLUID APPLIED WATERPROOFING 1'-.6" hil..A1 T.. DO. .0. R 1...1.9A..ONLY H " • . Oo• SPEREECDAESTTAICLO3N10C00R-EGTAE-000RNICE 06 - pp SEE STRUCTURAL . I • I... :...• ••. VI=•4" CMU VENEER CONCRETE WALL - -ill LINE OF CORNICE BEYOND •,-- SEE STRUCTURAL 1,L 4 STEEL SHELF ANGLE - * :\:\..H...:•••••.:....j:::-.:1: •.: .•D.... 1..; .1-.1 l'-' STEEL ANCHOR PLATES . // / 4 END WALL FLASHING DETAIL 1 0 SEE STRUCTURAL 4" CMU VENEER • ''; .• ••••: ••••' ". •• '• • - SEE STRUCTURAL 000-GA-006 4 4 . 1 IrA r .. Al 41 II .:• .17 ._P " :. ..,.. . •-•• WEEP HOLES --.1 PRE-FINISHED METAL FLASHING •,:•••i•-:: -•-:. •• •,. . ELEV. (SEE BLDG. SECTJ_ __ a. • py- TOP CONC. 1-1 AND COUNTER FLASHING 4 I rer -....„ 2" CMU OFFSET BEYOND -•4 CAVITY FILTER r 4 ' 4 4, .4 4 ,11 I IP' <7 • 4• 4 3 1/2" EPDXY MORTAR CANT SEE FLOOR PLAN a . il . METAL FLASHING 4 A t.., I • 4,*-1 A! <7 4 FLUID APPLIED ROOFING pi .... ... CORRUGATED METAL SIDING OVER V. ■ METAL HAT CHANNELS A a .4 4 3 1/2" EPDXY MORTAR CANT 4 '.1 Irli ° U-I • 4 ROOF STRUCTURE - • . • (FMLIUNI.D1A27BLEIHEDINRDOvOEFNIENEGR) .4 • 8" CMU LINTEL - • 1., 4, . .... 4 2 . I:, 4. 4 4 41 ..i.k. 'y SEE STRUCTURAL milirmip SEE STRUCTURAL . . ELEV.VARIES Er." Z . .; TOP DECKING'-1} --. . SREOE0sFTSRTuRcUTCLZRLE - 4 (SBEOATLHANSTIDAENSD) BACKER ROD j .. < 6 ii:. ELEV.VARIESAHlk _ 4 L.„........-1. WAPI TOP DECKING FLASHING 4 4 • A • ----L-r-- - 4 H.M. DOOR & FRAME . , ■ NOT USED 1 1 ROOF DETAIL 8 ROOF DETAIL 5 : , i , , CORNICE DETAIL 2 000-GA-006 000-GA-006 000-GA-006 . , k *I 000-GA-006 8" CMU WALL - 8" CMU WALL - (SMOOTH FACE AT BACK SEE STRUCTURAL GRID1 OF FLASHING) GRID ,RII:) CONCRETE WALL - 11-4" SEE STRUCTURAL CORRUGATED METAL SIDING 1 SEE STRUCTURAL- :. N-IN -... a.- OVER METAL HAT CHANNEL 2" CORRUGATED METAL SIDING FURRING 6s. CORRUGATED METAL SIDING to OVER METAL HAT CHANNEL 69. OVER METAL HAT CHANNEL ,. . ,,.. • ,••• .• ..• • . •• • •• .. .• *A- FURRING METAL FLASHING 6ft C) 64 WI( r- FURRING . •• ,• •. •.•.• •• . • . . . . .. .• •• • . • • „ .:.• ••• . : . • . „ 69. i -,.1 RP- Zo 69 IN ° la . .. ., , :. ',... .,... ..,• . •. . - to r• r METAL FLASHING EACH SIDE Fr r SMOOTH CMU AT AREAS ,. . ... . . ,•• • •••• ... . .• . . .... i • • ' . ••• . • • ••. :. •• FLUID APPLIED ROOFING rA EA- OF FLASHING ff)- 4 4 4 69. te 4.41A/ 3 1/2" EPDXY MORTAR CANT 7 4 . a -.I , •. . -, . . • ,• 60, METAL FLASHING 6s. 4 • A N--Ic\I . .. • • •• •.• • . 6s• OPEN FOR DRAINAGE 41 • co . . . • - •• .. .. . . 4) 41 • •. • .. .• •• . • : . : .. : .. ..... . .. ... • %. .1. ••• ''' , : '. E rtr• A FLUID APPLIED WATERPROOFING A A PRECAST CONCRETE CORNICE - ca 3 1/2" EPDXY MORTAR CANT c rdir / G) PO '4 Pr / FLUID APPLIED WATERPROOFING 4 4 < my_ Z*N .., -, ,..... •:.. SEE STRUCTURAL FOR S 1 V CONCRETE FLOOR/ ROOF - VA , r . ••• . • ... • . ANCHOR PLATES 0 ROOF STRUCTURE - t) METAL FLASHING \--11 4 STRUCTURE - I SEE DETAIL 12 / 000-GA-006 i5 SEE STRUCTURAL ,.1/ 1 / AT GRIDS 3 & 5 SIM. 4 4 < 4 SEE STRUCTURAL 1-21" 0.-. ..... "\C -1) ARC4 ' 69. Id 4 Al ELEV.VARIESs_ 1,, C.-, fi _ (-4 °,',..."- - to. , te FLOOR STRUCTURE - TOP SLAB 69. 44 69. 4"4 Pi:k, / lir to SEE STRUCTURAL 6-1„ 71„ te 44 4 .4 6s. os All A 4 tri &............ ELEV. 150.59 ELEV 150 5(141* Eft (ft. t / . - 4 • \ / 1 03 4 TOP SLAB TOP SLAB 6s• 4. te . • 09, 4 4 4 .......a_12.2-... Iii, 69. 4 . 4 ' A . A FOR PERMIT APPLICATION c OF 00 4 4 "I ' • 4•. a 4 . 4. 4 NOTE: ...._ ' . 1. SEE DETAIL 9 / 000-GA-002 CMU BASE DETAIL 12 FLOOR DRAINAGE DETAIL 9 ROOF DETAIL 6 FOR JOINT DETAIL. (SIM.) CORNICE DETAIL 3 000-GA-006 000-GA-006 000-GA-006 000-GA-006 , , , Ln r.. 4.....m. LO ' SCALE WARNING SUBMITTED BY o ' ci) J. McKINNEY 110, SHEET: OF ARCHITECTURAL 0 1/2 1 DESIGNED q. 6 , (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ( ) M WH , DURHAM FACILITY INFLUENT PUMP STATION DWG: 000-GA-006 z , 1 1/2" = V-0" IF THIS BAR DOES DRAWN D. ZIESEMER IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION NOT MEASURE 1" ROOF DETAILS - 1 0 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 --) , THEN DRAWING IS Oul commtimem 1$ deal ' NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC REV i DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 , .......■.............., , - ---------- DRAINAGE PROTECTION BOARD _ _ _ _ - - - ,...---- • 4 ., . _ _ _<7 ' 80 DRY MILS FLUID APPLIED _ _ - - - _ — — _ ... _ _ - _ _ .. -- WATERPROOFING - - - - - — _ — 0 -- - 0 4 . a) CONCRETE WALL - SEE STRUCTURAL FLUID APPLIED ROOFING _ __ ROOF DRAIN CO 4 ict V). 43)- 0). DETAIL COATS 2" MIN. EITHER SIDE - --------- - - --- -------- 0 < TAPE AS REQUIRED BY FLUID ,- - FLUID APPLIED ROOFING 4. - APPLIED WATERPROOFING SPEC'S. OF JOINT (MIN. 30 MILS) / its i to \ 1 4 1 GROUTED FORM TIE HOLES ROUTED AND SEALED WITH ij,f- \_._, \ SLOPE TO DRAIN 45 URETHANE SEALANT r--/- A- ais a. . a ' CONCRETE SLAB - SEE STRUCTURAL :‘ - . ° 111111111.11111111 r."..Nawillawall 4 4 (03 - . 1 BACKER ROD - 4 <1 • A 4 - 4 v)• - .4 • I - <I' 1 DRAINAGE PROTECTION BOARD Z 4 : .(4. ' Z ) 4 •. < 1 4 1 . -...11 A • 4 <7 A CRACK OVER 1/16" II • 4 41 V <1 4. GI .<7 C " 11 80 DRY MILS FLUID APPLIED 4 CU ---.-_,1_. I CO V - < WATERPROOFING ROOF STRUCTURE - = 1 . . 4 - . •4 SEE STRUCTURAL V /-:- (0). 4ile - " * L 3/4" MIN. CANT AS REQUIRED BY ROOF STRUCTURE - hi - 7111.11 (Os SEE STRUCTURAL FLUID APPLIED WATERPROOFING SPEC'S. 0 4 • •4 101 k 1• ' V . - WATER STOPS METAL DRAIN GEOTEXTILE IF REQUIRED NOT USED 10 FOOTING DETAIL 7 THROUGH SLAB CRACK DETAIL 4 SIMILAR AT OVERFLOW DRAIN ROOF DRAIN DETAIL 1 VV 000-GA-007 000-GA-007 000-GA-007 000-GA-007 - 1/1 V STRUCTURAL WALL - SEE STRUCTURAL <I 4 " 4 - 80 DRY MILS FLUID APPLIED '-. 1-E__----------- FI WATERPROONG — FLUID APPLIED ROOFING ROUTED AND SEALED WITH --dk----------------- URETHANE SEALANT . o A ' . 60 MLS ELASTOMERIC SHEET CONCRETE WALL _. • 4 V FLUID APPLIED ROOFING aid OR OTHER SUBSTRATE - :\ _l_______ _____ I■ 3 1/2" EPDXY MORTAR CANT SEE STRUCTURAL DETAIL COATS 2" MIN. 4 ' • .4 -- EITHER SIDE OF JOINT ROOF STRUCTURE - 4 CLEAN JOINT AREA WITH SOFT (MIN. 30 MILS) SEE STRUCTURAL .4, . AV4 BRUSH AND WATER OR - 3!:::y. z i . • 4< • ' lir • ' ' V 1 1 V - °. MILD SOLVENT WIPE - 4 — • ° ' - ‹ . - . CRACK LESS THAN 1/16" VV V - STRUCTURAL WALL - / . -V ( . * 4 V VV T SEE STRUCTURAL V V A - • ' 4 V < - 4 - CRACK OVER 1/16" • • - 4 • • . A •.4 - A - . • 4 .. , URETHANE SEALANT AT WALL \\\\ I . .<2 V VV 4 . TO SLAB TRANSITION JOINT ° < ROOF STRUCTURE - . • • , 3 1/2" EPDXY MORTAR CANT SEE STRUCTURAL • 4 • •••• •PI::::•• V V V V V V - \t4J--- -'- FLUID APPLIED ROOFING VVJV 4- . 4 .: 4 • " 4 ' a 4 ROOF STRUCTURE - SEE STRUCTURAL .1- 4 CONTINUOUS WATERSTOP NOT USED ,11 WATERPROOFING LAP JOINT 8 TYPICAL DECK FLASHING DETAIL 5 CRACK DETAIL 2 000-GA-007 000-GA-007 000-GA-007 000-GA-007 8 3 •IS- I r-*r VENT OR OTHER ROOF PENETRATION _ _?0,v 0. O FLUID APPLIED ROOFING 000-GA-011 iti4). ....)A_uscolleK pOliatiwp: CSto to 97 fa tea- C.....0F_QS"!‘- 0 3 1/2" EPDXY MORTAR CANT 0- -7.1-- gr---- . REOE0 sF TSRT R UTC T U RLE - FLASHING BELOW 0 0 S STRUCTURAL U • . Z : 7: 3:.. :::::::.. :::::::::::, TO MATCH CORNICE c FACE AT GRIDS 5 & B, ( B i_ . . .. . MAKE END PIECE ti "t5 Z \ Z ,- . • 4" LONGER THAN 2.) STANDARD ".E5 69. te ti)- (z4 I ---- FLASHING BELOW 0 0 0 „...*---- URETHANE SEALANT AT 0 0 ROOF OPENING 0 O -0 0 V V V i -- '-1 to. V FOR PERMIT APPLICATION LE 6 l 1'.-8” NOT USED 12 V NOT USED 9 VERTICAL PROJECTION DETAIL 6 ENLARGED CORNICE PLAN 3 000-GA-007 000-GA-007 000-GA-007 000-GA-007 LO tO SUBMITTED BY a SCALE WARNING co 0 1/2 1 DESIGNED__J. McKINNEY 4IZr SHEET: OF in ARCHITECTURAL --1 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) - N, DURHAM FACILITY DWG: 000-GA-007 INFLUENT PUMP STATION z NO SCALE IF THIS BAR DOES DRAWN D. ZIESEMER M IN H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION ..o NOT MEASURE 1" ROOF DETAILS - 2 0 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 ---) THEN DRAWING IS Ow commtemem u deal NOT TO SCALE J McKINNEY ARCHITECTS ASSOCIATIVE INC VVVVV REV DATE BY DESCRIPTION CHECKED . (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 _AlirlINNIIINSAIIINAIIII■IIIII MUMMY METAL ROOFING - - METAL ROOFING GR9 - I • METAL FLASHING _- -- 6/IETAL- -FLASHING to RIGID INSULATION•to r. RIGID INSULATION GRID , co , • -‹ ---w- _ _ _ VAPOR BARRIER 31 1%4. „woo -: - - - VikOCIR BARRIER CONCRETE WALL - 1------.0040:741 to • 4 - to . 69- A . SEE STRUCTURAL ----401144titarif ROOF STRUCTURE - .4 ---•to METAL DECKING --------41,14.4,00' ' 11 Armuri METAL COUNTER FLASHING SEE STRUCTURAL ' METAL ROOFING ‘iiiii411" 4401 AM* (END WALLS SIM.) METAL FLASHING ___. ...■-, , cts METAL FLASHING AND _AV METAL DECKING STEEL BEAM - 15 1 ____ 111. 4 . ° • . <- .8 COUNTER FLASHING-------_ ....___W - 11 , AP"' a.. METAL DECKING 4 17-)0011, , CANOPY ANCHORAGE BY MFR. , - li Iasi, SEE STRUCTURAL Amur- .40rr TUBE STEEL FASCIA to TUBE STEEL FRAME A CONTINUOUS GYPSUM BOARD ..auppr d till 1,77 4,3 A 0 PRE-MANUFACTURED TRUSSES - to ENGINEERED BY MFG. - • • I . 4• V, METAL GUTTER A CD 1p-- SEE STRUCTURAL E SEE SPEC'S. _ gillirll SUSPENDED CEILING co 12a E 110111 III° .4 METAL PANEL CONT. METAL GUTTER = METAL FLASHING 4 - METAL FRAMING to WALL SYSTEM z ,gr, _____ \ . 0 0-GA-008 te — ta . v ' '- BATT INSULATION TOP CONC. '41 GYPSUM SHEATHING CONCRETE WALL - SEE 4-; CORRUGATED I • 4</ - I 2" AIR SPACE - . ...el _:r_. j____._----------- 4 - STRUCTURAL D METAL SOFFIT . CONT. SEALANT AND , - 4 •- • A FLASHING & SEALANT ' — Al :: _ii. III -0 FLUID APPLIED WATERPROOFING BACKER ROD (BOTH•i <7_ __A ELEV. 149.00A6 H.M. WINDOW FRAME ---------..-111 SIDES) -.11-,--. .0 . . CORRUGATED METAL SIDING OVER '11//r 'INV `111/r 1111/r `111/ •III lir 1111/r `Mr `1111/ 1111Pr `Mr ler `11/r ■111I NV 4 • BOT. STEEL `41 4 - • 4 . . METAL HAT CHANNEL FURRING . . . 4'-O" TYPE "A" GLASS At A ■401 Nrni.--j CANOPY SECTION 7 ROOF DETAIL 4 ROOF DETAIL 1 Z - A • 000-GA-008 000-GA-008 000-GA-008 . <If.....„,i . . FLASHING CORRUGATED METAL SOFFIT METAL ROOFING FZIE) METAL ROOFING LINTEL SUPPORT - VAPOR BARRIER I SEE STRUCTURAL METAL DECKING METAL FLASHING . METAL ROOFING 12" CONCRETE WALL 4,) / METAL FLASHING GRID RIGID INSULATION .AIII Ir. - A ,,); VAPOR BARRIER VAPOR BARRIER 41 •41 COUNTER FLASHING • TUBE STEEL - SEE STRUCTURAL ,ds Airollkilwr / 4 4141P METAL FLASHING Amor - 4 • . t .4t- Amp- METAL COUNTER FLASHING r FLASHING til METAL DECKING \ LA\ METAL COUNTERFLASHING 1'-0" 4..............,,, _.*''- - - METAL DECKING -... N..-. FLUID APPLIED ROOFING "I" BEAM - SEE STRUCTURAL Aigir' °.P.-- ROOF STRUCTURE - III r _Amor SEE STRUCTURAL 3 1/2" EPDXY MORTAR CANT 4111111V All*/ TUBE STEEL FASCIA \ --"- NNNT AMIIIIPP" .41111/9• ° 21-0" x 4" HIGH OPENING - ill METAL POUR STOP 41111P,' ..41111P, 411111Ir- PRE-MANUFACTURED TRUSSES - SEE STRUCTURAL (CTR'D. ON SCUPPER/ D.S. .41111r/ 4.pr- ' LOCATION - TYPICAL) 12a 411 46 . 45 .4 :. t:eA CONT. METAL GUTTER ■ FLUID APPLIED ROOFING **Ilk. PPP" _.--------- °a :+:+x,:x ELEV.VARIES<V 000-GA-008 PREFINISHED CONDUCTOR CORRUGATED AVAVA4 ' < HEAD W/ DOWNSPOUT METAL SOFFIT 4 .1 TOP SLAB CONCRETE WALL - 4 irAii-WIIPIIP 4 , 4 SEE STRUCTURAL 4 • ROOF STRUCTURE - SEE STRUCTURAL ,,, r 1 < . (TYPICAL) !III7M FLUID APPLIED WATERPROOFING - 8" WIDE SMOOTH FACE CMU GYPSUM SHEATHING i A 4 A . clA "4 . . 4 . . (GIRD. @ D.S. LOCATIONS) prilltillik METAL PANEL WALL SYSTEM AM _ 4 -• - . 4 r . 4 4" CMU VENEER 1 2B SCUPPER / DOWNSPOUT DETAIL 11 ROOF DETAIL 8 # ACOUSTICAL LOUVER ROOF DETAIL 5 Alt A . ROOF DETAIL 2 )OO-GA-008 000-GA-008 000-GA-008 000-GA-008 000-GA-008 6" ...i ,- METAL ROOFING • 0-- 1:it?0,,, -.0 4,,(7 ---L_ ---- 7 PRE-FINISHED METAL SEE SECTION 15 / 000-GA-023 METAL FLASHING 4. , .:: • .i.:.K ,• r-•') GUTTER FOR WALL FRAMING - SIM. RIGID INSULATION :P_; 0 . i 12 ,,,,t,. METAL COPING / FLASHING 3 L.------- „wy, V, fn \ io . .41.1*.% VAPOR BARRIER te to METAL FRAMING •. Stria.k-41111111„11 /AC' g'C- OF OS' to to dr-- .-----<- -0040041 WI METAL COUNTER to k" 5" "^-1 ri - ,11.1_,E., . ..L_ _ to to to METAL COUNTER FLASHING --'1111111100.-- to to VV METAL DECKING to to . . 1 2A v7: CONCRETE WALL L . to STEEL"I" BEAM - SEE STRUCTURAL to to to I TUBE STEEL FASCIA 40 8" SMOOTHFACE CMU \ a) co GYPSUM SHEATHING co @ D.S. LOCATIONS - 11 ROOF STRUCTURE - SEE STRUCTURAL c .--.--. 0 SEE ELEVATIONS FOR . -....•• TE.F,.. 3 1/2" EPDXY MORTAR CANT CMU TYPES (TYP.) 12a 4 4 . 4 <7. . < . Z CONT. METAL GUTTER ti -41 2.) . • . 4 4. 6:1:::!::::‘ ELEV.VARIES-0_ 000-GA-008--- -'-Ei GRID . A TOP SLAB 111111111 to - GYPSUM BOARD 44- • 4 • 2 Per Aer, - . <, .4 FLUID APPLIED ROOFING to to 9 1/2" x 16 GA. STEEL STUDS 4,3 .. to _ to CONCRETE AND ROOF STRUCTURE - (0 LINE OF CONCRETE i te to i SEE STRUCTURAL METAL WALL PANEL SYSTEM to WAINSCOT WALL BELOW to 4e- 40 '''''■,,,,,,,, ,, to METAL POUR STOP GYPSUM SHEATHING to PRE-FINISHED METAL ■._ J 'a) D.S. W/CONCEALED FASTENERS , it METAL PANEL WALL SYSTEM METAL FLASHING AND SEALANT 1 2B GUTTER / DOWNSPOUT DETAILS 12 NOT USED 9 ROOF DETAIL 6 ROOF DETAIL 3 _ NO SCALE 000-GA-008 000-GA-008 000-GA-008 "fl.:'11.11--'t'llitTe'-A— l''-- FOR I F PERMIT APPLICATION 000-GA-008 LO - i•■• I LO SCALE WARNING SUBMITTED BY c) co J. McKINNEY -.1r- ARCHITECTURAL SHEET: OF Lo 0 1/2 1 DESIGNED VVVV VV (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) WH -Ilif DURHAM FACILITY N LUENT PUMP STATION DWG: 000-GA-008 z 1 1/2" = I-0" IF THIS BAR DOES DRAWN D. ZIESEMER IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION FROO SLOPE,GUTTER ..o — NOT MEASURE 1" o SQUIER ASSOCIATES- ENSR INTERNATIONAL AND DRAIN DETAILS DATE 12-22-2004 --) THEN DRAWING IS out tommtemem t$ deal NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 -- 41111111111111/ WINDOW SCHEDULE SIZE BOTTOM OF FRAME - - - NUMBER WIDTH HEIGHT OPENING ELEV. MATERIAL FINISH REMARKS _ SCHEDULE _ _ _ (A. <w-1> 41-3" 21'-0" 137 LOUVER.00 ALUMINUM FACTORY -011i SIZE FRAME _ - — BOTTOM OF to . NUMBER : R;EIV;A:R13:-.S MATERIAL FINISH - _ _ _ WIDTH HEIGHT OPENING ELEV. - _ — - (4, <W-2> 5'-8" , 4'-0" 152.00 ALUMINUM FACTORY , AL Va 6'-8" 2'-8" 153.33 ALUMINUM FACTORY Iii 3'-6" 6'-O" 179.50 ALUMINUM FACTORY ACOUSTICAL LOUVER 6 , r g, - 15 A& <W-4> 8'-0" 12'-0" 152.00 ALUMINUM FACTORY 5'-8" 8'-O" 141.00 ALUMINUM FACTORY ACOUSTICAL LOUVER , - - ta A& 1 5-4" *A- . - W 8'-0" 138.67 ALUMINUM FACTORY ACOUSTICAL LOUVER .- a <W-5> 8'-O" 4'-O" 152.00 ALUMINUM FACTORY , AIL T-6" 1T-0" 137.00 ALUMINUM FACTORY ACOUSTICAL LOUVER . I r l' <W-6> 8' 0" 25'-4" 137 iu .00 ALUMINUM FACTORY . i 1 fra 1T-0" 4'-O" 152.00 ALUMINUM FACTORY A& 7' O" 5'-6" 141.00 ALUMINUM FACTORY ACOUSTICAL LOUVER ',a TIOr . . - . AIL 7'-0" 8'-0" 151.33 ALUMINUM FACTORY ACOUSTICAL LOUVER . - <W-8> 12'-0" 4'-0" 147.50 ALUMINUM FACTORY - - AL <W-9> 13'-4" 4'.-0" 137.00 HOLLOW METAL FACTORY TYPE "A" GLASS lb/ 7'-6" 6'-O" 150.00 ALUMINUM, . , FACTORY ACOUSTICAL LOUVER AlIAL .New 7'-6" 7'-O" 15667 ALUMINUM FACTORY ACOUSTICAL LOUVER <W-1 o> 20'-3" 10'-7" ---- ALUMINUM FACTORY VERIFY W/ STRUCTURAL OPENING . _ . <W-11> 14'..0" 9t...7„ ---- ALUMINUM FACTORY VERIFY W/ STRUCTURAL OPENING . , <W-12> 2'-O" 6'-6" 132.50 HOLLOW METAL FACTORY TYPE "A" GLASS 0 AIL AIL OW 13 < W-2 > 7 OW 7 < W-4 > 13 < W-5 > 7 Ilir 4 000-GA-0O3 W 1 000-GA-0O3 WY 1 000-GA-0O3 000-GA-C 03 01,0-GA-103 0 t O-GA-1 03 1 000-GA-C 03 W-5 000-GA-C 03 3 _____ ____ ___ OA 1101 =MI 8 8 4 . 000-GA-C 03 3 1 MI 1111E1 8 on 0 I 0 GA-s 03 5B 000-GA-C 03 . 000-GA-C 03 o 000-GA-004 111111111, of,0-GA .03 000-GA-C 03 SIM. — 2 000-GA-C 03 ce) 1 111111 IIIII 9 000-GA-C 03 9 000-GA-C 04 9 otO-GA-103 9 i',.. 6 of.0-GA-1 03 000-GA-C 03 1 1 9/16"x 22 7/1 6" 000-GA-C 03 1 1 9/16"x 20 9/16" 10 1/16"x 25 1 5/16" 2 __.. GRID PANEL SIM. MUL. GRID PANEL GRID PANEL 000-GA-C 03 Zo 5C 000-GA-C 03 14 _ , 000-GA-C 03 8v-- 1 4 1/4"x f 3 3/16" GRID 'ANEL Q r- MUL. i 1 I EQ. EQ. Co i,- 8 AL AL AL 15 t 000-GA-0O3 1 ___,-4 4 4 Mr 1 6 _ 000-GA-C 03 000-GA-C 03 01 0-GA-s 03 1 1 13/1 6"x24 3/8" GRID PANEL 5a 5 3 3 3 . _____----------------___ PRE-CAST LINTEL 000-GA-C 03 000-GA-C 03 000-GA-C 03 — 000-GA-C 03 „ „ ''')/ 0 0 0-GA-CO2 4,8 1/4:, 9 1/4.. 4.8 1/4:,..„ --- (: --, \\ „, 2 / < W-7 > 7 < W-8 > 10 < W-9 6 _ / \ , \N „ \\ 000-GA-C 03 000-GA-C 05 000-GA-005 fF----- ._----5, 000-GA-C 03 11 II < VV-6 > i 8 1 11111. H 8 4 4 4 9 2 H immill ' -___ __, ' 000-GA-C 03 MEM 0 I'0-GA-1 05 000-GA-C 05 000-GA-C 03 r. 4 4 • i IMMAIIIIIIM SIM. 4 te i76- , 10 9 1 1 9/16”x 22 5/16" 11 12 I 6 1 1 9/16"x 22 5/8" te L7) I 000-GA-0O3 000-GA-C 03 GRID PANEL 000-GA-C 05 000-GA-C 05 000-GA-C 03 a' q MUL. _____________________, GRID PANEL 63 'IN .4 EQ. NO. -NMI EQ. 0.w ... EQ. ... a 11 o a a 000-GA-C 03 MUL. • 13c 13c AL q sas======les =2=rxesi,...==... ( fli ) : 000-GA-005 13a 000-GA-C 05 13a 1111/ 4 4 (.1 < W10> CD 000-GA-C 03 000-GA-C 03 E 000-GA-C 05 000-GA-C 05 i--7z. 0 4 4 4 (,‘ ': d MUL. 13g rid w-±- cL,i, 13g d -Lk- w 000-GA-C 05 000-GA-C 05 000-GA-0O3 000-GA-0O3 1:! . w c") > SEE FRAME TYPE sim. sm. a c) ' 3b,d,f F4 FOR DETAIL 2 1.- a> • '13b,d,f r-- o , . REFERENCES ON te —=--- MUL. --------- . ---------4 -I cd w ' 000-GA-005 "a) El W 000-GA-C 05 hi ce) 000-GA-010 a N .. it cr) . , • I 13a 13a 4 6 6 e'eN .S.k- ItR(->fr 0 _ 000-GA-C 05 000-GA-C 05 000-GA-C 03 000-GA-0O3 NZ? . c. MUL. • i4 - tC.5 ,-- te 5 EQ. 4 EQ. RELITE SIM.. . ...... ..._ iii 44 ,7 ,- .....-t . , it 20'-3" R.O. 14'-0" R.O. . . I . 12 roil ow—i -Ai I ' VA UR W „, LS - i 000-GA-C 03 FIELD VERIFY FIELD VERIFY 12 9/16"x 23 3/1 6" REMOVABLE TRANSLUCENT REMOVABLE TRANSLUCENT WINDOW STYLES LOUVER STYLES FOR PERMIT APPLICATION ii`i;--. .— wiC.,OE 04- GRID PANEL FIE3ERGLASS SKYLIGHT FBERGLASS SKYLIGHT — N_Lo SCALE WARNING SUBMITTED BY coc9 ARCHITECTURAL SHEET: OF 0 0 1/2 1 DESIGNED J. McKINNEY ..IV' (PROJECT MANAGER'S NAME) LICENSE NO. DATE 'llk■ DURHAM FACILITY DWG: 000-GA-009 g NO SCALE IF THIS BAR DOES DRAWN D. ZIESEMER ( 0 ) [In IN INFLUENT PUMP STATION H IN ASSOCIATION WITH: CleaWalerw Servtce PHASE 4 EXPANSION LOUVER AND WINDOW .0 NOT MEASURE 1" 0 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 -I THEN DRAWING IS 0,/ 4041x A.\\A eA\ \ 41e2./ NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC SCHEDULES REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 _ _____ ,,,- ,_ - - - : - - - "Irmirlimagamitow ammimpe IIIIIIIMMINIMMIIIMI - - - - - _ ,------- - ---- - - - GENERAL NOTES . DOOR SCHEDULE INTERIOR ROOM FINISH SCHEDULE _ ., . . CEILING / , ta WALLS CEILING / 09- NUMBER DOOR FRAME 1. 2" H.M. DOOR FRAMES TYPICAL, ROOM # ROOM NAME BASE FLOOR ARKS REM To' NORTH EAST SOUTH WEST FINISH HT.A.P,F. ,: - - - UNLESS NOTED OTHERWISE. ,, — — - <f SIZE DETAILS te FACILITY ACCESS VARIES (4). TYPE MATT.. FINSIH TYPE MAT. FINISH HDW. REMARKS 111 CONC. CONC. CONC. CONC. CONC. ---- CONC. in. WIDT HEIGHT THK. HEAD JAMB JAMB SILL SET 2. SEE SPEC. SECTION 09900 EQPT. LOADING 3 O 0 ,, ,./7'. JAMB. SIM. @ . 46'3 11A 3'-0" 7'-0" 1 3/4" A HM PT Fl HM PT 2 WAINSCOT FOR CONCRETE FINISHES 13 112 VFD. ROOM ' ' CONC ........... CONC. CONC. CONC. CONC. CONC. VARIES ° 004 004 004 CONC. ft 11 JAMB. SIM. @ ' (:FVir)3 3'-0" 7'-O" 1 3/4" A HM PT F4 HM PT SEE DOOR FRAME ELEV. 004 CONC. WAINSCOT 12 113 VFD. ROOM 'A' CONC. CONC. CONC. CONC. CONC. ---- CONC. VARIES ta — te SEE C/100-A-012 te 4111310 3'-.0" 7'-0" 1 3/4" A HM PT • F6 HM PT 7 114 ELECTRICAL ROOM CONC. CONC. CONC. CONC. CONC. ---- CONC. in. 1 005 1 005 --- a) FOR CEILING HEIGHT E — — co - . tlic (111C-D 3'-0" 7'-0" 1 3/4" A HM PT Fl HM Fri- 1 1 --- •VM IM 7 115 VALVE CONTRO CONC. CONC. CONC. CONC. CONC. --- CONC. VARIES = 005 005 (,) 3 4 5 6 R SSAA MONITOR GWB GWB GWB GWB ACT C.T. CONC. ta illUE) 12'-0" 16-0" ... C STL PT ... STL. PT 3 COILING DOOR 116 VARIES 004 004 004 004 0 — D SEE INT. ELEV. FOR 2 3 005 005 GWB GWB GWB GWB 0 12/. 6'-O" 9'-0" 1 3/4" B HM PT F5 HM PT 6 117 TOILET GWB C.T. CONC. 9.-0., C.T. WAINSCOT _ _ 3 --- --- C113A6'-O" 9'-O" 1 3A /4" B HM PT F5 HM PT 2 005 005 6 118 HVAC ROOM CONC. CONC. CONC. CONC. CONC. Mg MO 41•StM CONC. VARIES (114A) 3'-0" 7'-O" 1 3/4" A HM PT F6 HM PT 1 1 M.ON MO ••■•01.• 7 005 005 119 COURTYARD CONG. CONC. CONC. CONC. CONC. ---- CONC. ---- _ — 1 1 --- (114B) 3'.-0" 7'-0" 1 3/4" A HM PT F6 HM PT 005 7 120 STAIR#1 CONC. CONC. CONC. CONC. CONG. ---- CONG. VARIES 005 --- 114C 3'-0" 7'-O" 1 3/4" A HM PT F6 HM PT 1 1 --- -- 7 005 121 RECYCLE GWB • GWB GWB GWB GWB C.T. CONC. 9`-0" 005 STORAGE _ — (114ED 6-0" T-O" 1 3/4" B HM PT F3 HM PT 9 10 -- 11- 1 004 004 004 ROOM FINISH NOTES - c_m_ D 3'-0" T-0" 1 3/4" A HM PT F6 HM PT 1 1 ....MO ON OMAN* 005 005 _ --- 8 3 SPECIAL COATING OVER CONCRETE. (jE151)3 3'-O" 7'-0" 1 3/4" A HM PT F6 HM PT 1 1 --- •••MI NW 005 005 _ 8 1 1 --- -- 400 3'-0" 7'-O" 1 3/4" A HM PT F6 HM PT 005 8 005 (116A) 3'-O" 7'-0" 1 3/4" A HM PT F6 HM PT 1 1 --- 11 5 ACOUSTIC DOOR W/ 005 005 _ 004 PERIMETER GASKETING 4 5 -- VI 7A 3'-0" 7'-0" 1 3/4" A HM PT F7 HM PT - --- 4 005 005 — _ 7B 7A 11 LEVEL THRESHOLD/W GROUT; C118A) T-0" 7'-0" 1 3/4" A HM PT F2 HM PT --- 9 005 005 004 FOR SLOPING FLOOR --- CL181ED 7'-8" 8'-8" 1 3/4" B HM PT F3 HM PT 9 10 tW=NAM .1) .,004 10 004 004 --- C119/D 3'-0" 6'-4" 1 3/4" A • HM PT Fl HM PT 2 5 --- MO OW fa■ 9 005 ,. 8" GAP @ FRAME & 002 DOOR BOTTOM .... — Cf2C-3-P-D 3'-0" 7'-0" 1 3/4" A HM PT F2 HM PT 7B 7A --- 11 2 005 005 004 .... (121/D 3`-0" 7'-O" 1 3/4" A HM PT F7 HM PT 4 5 •M•M.M --- 8 005 005 ...... NOTE: ALL DETAILS FOR DOORS ARE LOCATED ON SHEETS "000-GA-009 & 000-GA-010. 3 000-GA-C 04 @ DOOR 119A @ DOOR 118C ONLY b9 7B 2 to 2 , 9 9 9 -1-- /Ns te 1---- kf 000-GA-C 05 / \ 4 69 000-GA-005 000-GA-004 000-GA-005 000-GA-004 000-GA-004 12 9 1 4 / \ tn. to / \ 000-GA-004 609 te 000-GA-004 000-GA-004 0 0-GA- 05 0 0-GA- 05 ,/' \ i \ @ CMU VENEER 9- 4"HEAD 4"HEAD @ DOOR 4"HEAD 4"HEAD _ 1--- \ ,/ \ @ DOOR 119A 118C ONLY i \ vo \s to 5 1 0 '\\ _, / 000-GA-002 000-GA-904 b W \ \ 0 / W / , c 13 14 10 . 1 5 D \ 1 / \ c-='CD -' 1 0 : 7A 10 000-GA-004 000-GA-004 000-GA-004 000-GA-004 Z3) 3 000-GA-005 000-GA-005 0 L1J 1 . \ \ \ CO N ) Lii \, /, i 5 ts o / w .\, / 000-GA-004 000-GA-005 000-GA-005 co / u) \ / 000-GA-C 04 '5 LIJ i \ / te @ PRE-CAST CONC. ka SIM. III / \ i N te 03 11 1 1 1 6 11 / N\\te 15 11 11 / \ ' 6 03 000-GA- 04 000-GA- 04 / 000-GA-004 000-GA-004 . \ / 69 000 GA-004 000-GA- 04 000-GA-004 / 000-GA-C 04 0, E0 _ _ \ / to v 1 / v v ' ,s3s,D Ape 40 @ DOOR 116A ONLY (4, @ DOOR 119A 69 to te Op 4figlifr 4411, < F-4 > 411M < F A B C-6 > glillfr iti 161%;41Pr) DOOR FRAME STYLES DOOR STYLES FOR PERMIT APPLICATION 14'9 CO UVER,WA. ,4 -.." 1 1.6. .......7•■•■ Aimmlmmrrwmwmwr■mNmwa■mmivmmmammu....u.m.... CD 1 SCALE WARNING SUBMITTED BY 01 0 1/2 1 DESIGNED J. McKINNEY ... .,.'V ARCHITECTURAL SHEET: OF 6 !!!!!.■1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) M WH DURHAM FACILITY INFLUENT PUMP STATION DWG: 000-GA-0 1 0 NO SCALE IF THIS BAR DOES DRAWN D. ZIESEMER IN ASSOCIATION WITH: _0 Clea,AWaeilw Service PHASE 4 EXPANSION INTERIOR, EXTERIOR AND o NOT MEASURE 1" --) THEN DRAWING IS SQUIER ASSOCIATES- ENSR INTERNATIONAL o, 40.A A\\A eA\ \ .1ea/ ROOM FINISH AND DATE: 12-22-2004 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC DOOR SCHEDULES PROJECT NO.: 4969 1' u.m...mr.. -.0.0.. ., 1111111■I - - - - - _ --- - - - - _ - - - - - - _ _ - - to 8"SMOOTH FACE CMU _ _ - - - _- . to _ - to to a) 4"SPLIT FACE CMU cu 0 • 41111 1111 _ ... 4 6 te C.J.C.J. (A- te E1, i , II II I , ■ - --- _ - I I METAL ROOFING j G F E I . co METAL WALL PANELS I 100-A-0141 PO-A-0113 100-A-012 a p ! , 0 METAL LOUVERS I I ii.. TRANSLUCENT FIBERGLASS I rh ELEV. 176.22 to - 0_,AptiNN WALL PANELS to \-I-1 TOP OF END PARAPET&WALL El> 0 8 I I E )rimmistiL. NN co t I ..../#,Asimmr_ ..,........:obsok, ;.... NN i....._,... . C.J. c I 1 I I 43 vAlt1111.1111ik, = 1.0,.:4-11.inippo. 4111 -- mismair6i,NN N.N, PRECAST CONCRETE CORNICE to to Ef> PRECAST CONCRETE LINTEL tf) ELEV. 164.33 r.. .... 0 : ., ..—•'- 0.07.,- . . . . .....,, .,s, .N . . . . .. .. ..• ..... . L TO-P CO NC.WALL '111-11-1-1°m/ ::'- ..•••••• ....,::::..-.. . Nmummir EMI . _,-- ________. ..• • • ..• •• , . . . . . . . . .., . a) . • • ..• •••• . . • . CMU VENEER 0 — • , __,_ ..,-- - ---..-- .. OPEN D . . now.I - 1111111111.11111 =mi. AIL AIL .'-'-'- ..... , TRANSLUCENT FIBERGLASS II NM MI MI 117 III 1 w -- ii 111 WALL PANELS ....... mon. ler iiillip.,111, ........ _....... • , .,„„,„ MEM Eg_ _ _ ________ NEER __ __ __ _ _ _ _____ _ Nom 1 _ _ _ _ _ .... .mom um_. .______ ........ ........ "_"," ■71 11111fl1.111,11 -m- Ill METAL ROOF OVER PRE-MANUFACTURED STEEL CANOPY WITH ENCLOSED ENDS _ _ Ilaolimii MOM MMINE - MIMI' - - — — — MODULAR BLOCK - MEN W8 ' -- - MODULAR BLOCK RETAINING WALL BEYOND Ens -- MI=MEM ------ - • MEM - . - II MIMI. RETAINING WALL BEYOND IFAMIIIII EN=MON - nal ,mmi .wpm unni....... _ , mum MI=NMI IIII•11 UM=NEM MEN . , .. . m EMI.MM.NM -- =MOM Illii Il 1111111111m ........ -- ,,,,,,,I. ....,....___ iti: : -- ........ III ! NMI MOM--- MOM MIMI MEM MIMI MEM MI= Wil , ,MI aimaliMili .... ---r W6 . —MI= . ... . .. , 0. I ...--- -... . ......- ---:-....., .- aliM..... . . ... . . --MMINEI1111-- IIII - - ---- ------ - - 1111 mom, II 111 - aill.611111.11111.11111 Ilamorm NM MIL NM=MEM manms"11 Wig WWI , -- maw - maill 41=uszior--ma. ____ ___________ ___. - MUM alli 1111....... in ii■M E . II MIMI NMI NEM. .. _ MOM MIMI # # # 2 , ■11),17 1 7 71 I am- MEM Mal NM mik Li LEV. 136.00 =II - ------ MEM NNW - - — ' A- _ a - — •• - --, " **- • . ... . . . . . 1111111MEE MIIII 1111/111111/111111111 • .. •••• .. • • .. •.• . . . . . ..• ...• .•. 1111111111 IIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIMMIMIIII IMIIIIIIOIIMOIIMIIIIIIIIIIIIIIIIII!MINIMMEMi......ii ... 4"x8"x16"SPLIT FACE CMU BLEND(TYP.) leak W9 l < W1 > W6 111 4"x8"x16"SPLIT FACE CMU BLEND(TYP.) 4"x4"x16"GROUND FACE CMU ACCENT(TYP.) 2 DOWNSPOUT 4"x4"x16"GROUND FACE CMU ACCENT(TYP.) PRE-CAST CONCRETE WAINSCOT- 000-GA-002 SOUTH ELEVATION 3 SEE 91000-GA-002 FOR JOINTS L.--.....-J TYP. 100-A-002 A B 0 D • • 0 C D , I Al I B I , , I H I I J I 100-A-0140 100-A-01f1 100-A-008 100-A-009 100-A-014 100-A-014 1 i I P CONTINUOUS RIDGE CAP . _..) - s CONTINUOUS METAL GUTTER I: : PRE-CAST CONCRETE CORNICE '.:-., A. PRECAST CONCRETE CORNICE ,MR CMU VENEER . 11.1‘ 1111• 111111 . 100111111111111111111 CONDUCTOR HEAD 1111111 lipirill111111111511111_1111•111.....1111 1 : DOWNSPOUT Hi) ELEV. 164.33 .C.111.711.W.11.1151WIT a%iroil■Wi 41.11/11111.11.01.11161 4110111 ....... • TOP CONCRETE , I IN . MI Ell MUM METAL ROOFING - - IN NI Numml TRANSLUCENT FIBERGLASS ________ _____________ II MI all EMI ELEV. 160.33 _ _ _ _ _ i 1 WALL PANELS • IIII III EMI TOP CONC.WALL @ EAVE EN iiiiirpm 1 111111111111b, Mill ••1111 II EMI MODULAR BLOCK RETAINING 111111 • IIIIIIIIIIIMIEEIPMEIIEalliIllIl I - - .41. to WALL-ELEVATION LAYOUT ilb 111El11111;11h.....11111111 III 1111111111 MIIIIMIIIIIMI NMI= 111.1 IN EMI I IIIIIMIINNIMANIINIIIoIII mom IM EMNIIIMIM•11 MI NMI METAL WALL PANEL SYSTEM to .,MEM Emu min MOMMINNE Nem Nimomm 111/1111111111111 NW amolom to SIMILAR TO EAST ELEVATION- iii•Mil to IMI Mai -Ell •SUIMai MIMI IMERI Ell VIA III Elm to SEE SHEET 100-A-001 MOM • TRANSLUCENT FIBERGLASS to Will MI W I IMI ' 1111111.11 ii■-- (0). WALL PANELS to 41) ELEV. 150.50 _ I Eft - (4 I te TOP S w. .1; Mi.= , W4 W4 11111111.11111111111111___ .........■,.. 1■11.■.■...1 - 111111111 Ef> El> r................... C.J. to ........................ , - _ _.„,_ it) ii, wow ..• . IIIIIINIMMIIIIIIIMMI ■Il MIIIIIIIIIIIIIIIIIIIIIINI 40, P PP" .. 1.1.1111.1.111 ii.■■........ EMI. CO': 4t C.e - 1111•11111111•1111=111111111111111111111111111111 , 11.-:••1 co Mill ..............,.1,., ,,,.... ...,■,.......... .,,,,,,,.,,,,,,....., miE Iii c •• . :„ .,.•• ................. 11111111111 f z• I .e.—_,A, .,,..........,m........ a) PP' 111■11I i•••••••■•iNNOMMIMIMN IIIIIIIIINIMEM 1•11■111111111i1111•1011 4-= lir 1.1111I. . . . . . ,i .....■....■ ....................... •••••••:,...„„;011111Wil =............ ............,... ... MI =MI -.- mai iik , .1,. 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SEE 'I 2/000-GA-008 FOR GUTTER&DOWNSPOUT DETAILS. SEE 9/000-GA-002 FOR PANEL JOINTS 3. SEE ROOF PLAN FOR PRE-CAST CORNICE JOINT LOCATIONS. LO I.- Lo SUBMITTED BY SCALE WARNING 0 ) co J. McKINNEY ARCHITECTURAL SHEET: OF Lo 1/2 1 DESIGNED T.- 1 ■M I '44 -. DURHAM FACILIY DWG: 100-A-002 . ' LICENSE NO. INFLUENT PUMP STATION 1/8" = 1'-0" IF THIS BAR DOES DRAWN a (PROJECT MANAGERS NAME) DATE ( )ZIESEMER M All H IN ASSOCIATION WITH: CleanWaler Servie . PHASE T 4 EXPANSION .o NOT MEASURE 1" EXTERIOR ELEVATION - 0 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 -, THEN DRAWING IS o\/ 4o......\\....ero \, Aeaj .. _ NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC SOUTH AND WEST REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 , IIIIMMIIIIIIIIIIIIIIIIII Amor" --mimmilm. w- - ....r Ce) C\1 C] 1.1.1 < 0 0 0 4 _ - - - - 6 0 „--. 0 6 0 6 MODULAR (4)- SREEETACNIVINILG WALL- in. in- . 108-4" i te• 1 I _40 a) 1 ca -a to to). tn. (/). 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MODULAR ____J •.. - -4 1...... 4.,-1 (111B) RETANING WALL- / B — • - - B SEE CIVIL 1]-- :'.. ...1 r :......:LI 115B *4:.‘ 0 114B , C-114A--) .-: — — Ill 111110001ffi . 1 72"x72"INTERIOR ENTRANCE MAT AIL FACILITY ACCESS AND EQUIPMENT LOADING (1115) 4111311T°) FACILITY ACCESS AND EQUIPMENT LOADING 48"x72"RECESSED MY 1417 EXTERIOR ENTRANCE MAT 111 ; 111 . r _ r 171 _ . .•••.. . _ FLOOR OPENING FOR 0 . , • ',.. . $ 4. • ... . _ . . : DUCT (TYPICAL AT $ - -,„, ,„ ' .: ., - . 0 4 LOCATIONS)- OPEN TO OPEN TO ..us SEE STRUCTURAL — --, ELEV. 117.00 ---'' - • /,--..,,,ELEV. 117.00 ___--- — --, . . V SEE STRUCT. '--,„ ..--- , . 4 . .-\''', ,-- -. SEE STRUCT. e .„. „.., FOR 42"HIGH ,,-,, !... ,-----,, FOR 42"HIGH - '. ,-- --, "T AL ii GUARDRAIL . , ,'''''' ,, •-,„-,,,..,, . ,.. --,, GUARDRAIL A AIL 4 4 (TYPICAL) ,- ,------.--' --,,, (TYPICAL) <b. -- / . - ,,. 0 PRE-CAST \ ,, ,-- — )( ,-- -. ,1 --„ PRE-CAST PANEL JOINT * ■ . 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OPEN TO I,----- INIM I • I I --,, ELEV. 117.00 .7'-'\• • -• :. / '''--- ELEV. 117.00 --"-I I B c o I-- .. 1 1 1 ,,, __.- ,. ,- ' . , -,-' 1111 ! .. 111A 1 1 :,< . ><, z >4 a 1 1 ,,,, --,,, 7'' f. ,..--- ---.. 1 1111111111 •i IN. 111111111111111111101 72"x72"INTERIOR ENTRANCE MAT 100-A-009 15., I 1 , , -- -.„,„,.„, • , .--'-'---'-. „,... 1-----i ..., .. I I --'.--- -:,. ,,..,,,,, IP"'41 LI1 . . y .. ,,,,'" ,.'il,,,,,,. •IIIII 101114 1 48"x72"RECESSED z 1 T . -- i . -. a - < -. 1 1 „----- i .... 1 ---,...1 ...$ ommin MI EXTERIOR ENTRANCE MAT •• -- $ a. 1 '... 4.• (112A) (113AD %; .' ' 1 • • • . • 44 , —ti) —-— /•.:fi`i•j- • < 1.. .STAIR.It4 i ,..11:AIR 12) • • 0 • -.. 0 - $ 0 . I 26 I A I 26 I , —, Lb , . ce Q- FACILITY ACCESS AND i 00.'S'''.060 100-S-060 ztjt ., L.................J EQUIPMENT LOADING Lm..........J 0 1 A • SIM. iii i LU (1'3 — ft r ROOF OVERHANG te .-I RECYCLE 1 ABOVE (a TOILET STORAGE te 41111113 •*:, in- 4- I 117 121 I : .. 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CL ) CL _ .--) El, ' ENLARGED PLAN iii 4101111111111111111/ ir. 0 Ell 4 • 4] 6 —.v. ..r© ENLARGED FLOOR PLAN - ELEV. 132.00 0 < 6 1/8"= T--- Lo N- . monimir 8 SCALE WARNING SUBMITTED BY cv) J. McKINNEY 44, in 0 1/2 1 DESIGNED ARCHITECTURAL SHEET: OF 9. 1 ■ 1 ( 0 ) M W 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE 'N. r. DURHAM FACILITY DWG: 100—A-003 INFLUENT PUMP STATION z 1/8" = 1'-O" IF THIS BAR DOES DRAWN D. ZIESEMER H IN ASSOCIATION WITH: CleanWater services PHASE 4 EXPANSION ID NOT MEASURE 1" LOWER GROUND FLOOR—PLAN 0 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 12-22-2004 --, THEN DRAWING IS Our commttotem “ clear NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC AT ELEV. 132.00 REV DATE 1 BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE , ......1•■••■, PROJECT NO.: 4969 _ - - - - - :AlwirrimusambLiniimmumi.i , amiumr \ ■, C) C\J 1 : i - .Cc--) E31 W < 1 0 0 0 4 0 ,-- 0 0 ,--• 6 , , ,. - _ .• - - - _ , _ „ to to to . 108'4" .- 4a -.... 14.-777 SEE SITE PLAN FOR MODULAR .„ — -._ - :-- - CD 1 _ - - - _ ., RETAINING WALL LENGTH - co I - — -- - --, „ - : - - : : : ... - te 1 9 STAIR#1 , _ _ te- t#3, te 1 120 1 I 0 100-S-057 , *6 I I I— ---...i. 1 40"x48" INTERIOR cu , SEE STRUCT. ENTRANCE MAT , CI 18BD ' 0 46 I 48"x72"RECESSED a. 1 111121■ 41E" EXTERIOR ENTRANCE MAT 1 --"Y----- A r . . , ,x,---1 -1 .411 i7" 19-___._ \ L. -4 . A I i ,1 ::. - .- .i.• • • • . .• to $1• i to -4. 9,1111Miimitomi 1 9 12 ia . 01 . • FIRP1 -igli 11111 '-- Lil -.. 0 01 .. z - 4111111 !1` E (i- I 109111111111r00-111 i .'111 11"11111111111h1 MECH. S 100-A-006 100-A-00E co 1 - MI • a it II L__ HATCH co 1.--- 1 11.,---i OM .„. NMI ,.• NM = -. MBE • AL v). 0). 1 te 1 .: 1111 • ' A ,,•• Are- A, A : •, 6 to 47/3" -- .• III 4-> -'ELEVATION 132.00 i-=NO .'i • I 8 1 ......._± 11'. (118A. D.) D I C z? $ :• 000-GA-006 ROOF LADDER"B" 0, . ii . 1........-........1 a 1 00-A-01 0 co . $# •• PLATFORM @ 4;i; 1 MIMI [fl-l•:------- AL A 411Pc MIME :',i, 6 1-.......-....J 1:4 ELEV. 144.00 - I MIMI Lu : Z . ., I W a. El D VALVE cogmuL-Room .....---- „_ . • ., ... 0 . .; • . , i 1 . NINO s:3 :•• a HVAC ROOM , - ..I •. ; I MUM 0) Co -- 118 1. 1 t% MN= . . 100-A-011 --__________ 115 _ -- MOM 1.—..........1 .1; 1 I - • .... MIMI COURTYARD I 8 I Allki 11M111 ___ ___. , , • : MIN 6 Mr _---------OPEN TO-------------- •••. ' SEE PPP OOO-GA-006 .... ia . ; 119 , 0 . _- _ . ; MECH. . 0 • -- ELEVATION , .. : . . 0 . , $ :- 132.00 . -% . • . B ;'4 1111...... :. : ! 1 B i $ I _-:- ' . . • I .:._ j 1 • • 4. AL . FACILITY ACCESS AND .4 M FACILITY ACCESS AND 7 NET . Ar ..• EQUIPMENT LOADING y < W2 > I -. EQUIPMENT LOADING -. < W2 > 111 :. I .:4 I 111 I 1 0 _ . _ ] r .. i L .-- -, - % - ,-- - 4 0 § r- — i 1 NE . . / '-- / VFD ROOM"B" I VFD ROOM"A" . . g • . Y LIMITS OF \\\\ LIMITS OF 1. 113 1 ' 112 , r ROOF ABOVE ROOF ABOVE •N'- .. ;t. ‘I ' I i . /77 b < W4 > - :. • o M < W4 > /Irli ...,.:• ..._ I v D I [ SHADING INDICATES AREA :._ 7 / AT LOWER LEVEL ELEV. 132.00 ppr- -- n 1: D % • :4 . —11 \ y. .. •• -, I - ..• .,100-A-008 I A I .- „ 1 .' .. g . . ..• N, i 7 ■ \ .n. 1...................1 1 < W4 > I - 6-4 < W4 > OPEN TO il \ L._ • Nil Ix!::, i / . ' P ELEVATION 132.00 ! _ - z 0 _ .. --, - - I.. _I 0 z 0 9 \ [ •• .' • .: -77 0 •*; I NomII NMI • • • . / , 4• . V 1 ME= • • • /' I a* ILIE ..- . / ,.. I B 1 :. ••• 1 immis ......._± ..001 4.-- 100-A-009 Y . 1.: MIME • / OF ,' ' \ 1111111111111 :. II........■.I . :' 1111111111 : . f I 1 ,/ . . . : . I • . . _ . 0 _____ ,.. i 1 - [ . -IIIIIIIIIINVANMIAVAPAVAS°APAINIVAPIIIIIIIIIIIAPPAIIIIIAWT 1 [ . : ____._ _ _ __ _ 0 7 I "" 7 7 (ft (ft. 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McKINNEY Lo 0 1/2 1 DESIGNED 4r 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE INFLUENT PUMP STATION z 1/8" = V-0" IF THIS BAR DOES DRAWN D. Z1ESEMER ( ) ) M WH --1, DURHAM FACILITY DWG: 100-A-004 IN ASSOCIATION WITH: CleanWaler Services PHASE 4 EXPANSION UPPER GROUND FLOOR PLAN ... NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 12-22-2004 0 -, THEN DRAWING IS Our comarmloweruk 14 clear ARCHITECTS ASSOCIATIVE INC AT ELEV. 150.50 NOT TO SCALE J. McKINNEY - - . REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 495.99999.99.9.9.99., 1)\-1-''4v7joi':INI°!.:71‘)‘°,.17,tAlEc:;:::::12111:' O O 0 0 0 I.L <C W �C _ a V v -- V 4 ° °6 " .-- 0 44 4f� 108'-4" a) -•� I ow- " al V v_ V �_ V Eft Eft 1 - 16 Zi o- f PLATFORM AT ELEV. 144.00 (HATCHED) A I f•_ •. , • . . .r . .. . _1 A .• � : .+'s . Wit • .� . : :! •�' N •. .'�•:'.3 .•4. 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H I 1 0- -0 . \ - --":-.cc--Sq.D pi"- 111 111/111111111 ------ f _ "+"1".4 100-A-014 I1:._ �II�■ ;,�I to' `.•$.' 11! 111 ......:, ) � �, K ED- it 100-A-014 A-014 friii ' Ea I J I I ti . te to. 1 VA LIVER,WA. � I Eft te I " -- -- " ' FOR PERMIT APPLICATION _.. r.^ �,� -I (ft. -c.,. , 2 NOTE ._ loo-A-015 1. SEE ELECTRICAL LIGHTING PLANS AND LUMINAIR Eft E SCHEDULE. ai d,. � it 1 4 2. UNLESS NOTED OTHERWISE,AREAS OPEN TO ROOF STRUCTURE ABOVE. O Q3. SEE MECHANICAL PLAN FOR DUCT,GRILLE AND EQUIPMENT LOCATIONS. O FOR PERMIT APPLICATION LO co - - -- - SCALE WARNING SUBMITTED BY J MGKINNEY - , ARCHITECTURAL SHEET: OF to _- 0 1/2 1 DESIGNED----------.__.._.__._.______._...._____ r z - „ = 1'-O" ' "rte (PROJECT MANAGER'S NAME) LICENSE NO. DATE _ DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-A-005 1i8 1 0 IF THIS BAR DOES DRAWN __._ ____D._ZIESEMER_____ IN ASSOCIATION WITH. dean aQez Service� GROUND FLOOR REFLECTED — - -- - - o y -� -- -- _- ----A~� -- - --- -- -- NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION I tJ N DATE: 12-��-2004 --_---___ __---.- -- _____-----------------------_-------___._-_ THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC °" ,°"'''e^` 'leai CEILING PLAN REV DATE BY DESCRIPTION NOT TO SCALE CHECKED ____-J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE AT ELEV. 132.00 PROJECT NO.: 4969 w Fl] r 0 0 0 4 6 _W _ �Y to to to to 0 w_ yyva _ to to to iii D , O _ I- l 1 1 I IA - - il.. LUMINAIRE LEGEND li :'. . .• . :. .: _ .. ..: :. . . f (A."J• Ea °� iI -Q Q �1 • P P P P r A Ao CEILING MOUNTED METAL HALIDE REMOVABLE TRANSLUCENT —E i==j 1'::: _ G FIBERGLASS PANEL ••, : ; $' B CEILING MOUNTED METAL HALIDE SKYLIGHT UNIT - ii `\ it•t � B • -.._ • $ �I \ r . C o C CEILING MOUNTED METAL HALIDE .. iiii %///.fil iiiiiiiiiaiiiii_iiiiiiiiiiii_A' . REMOVABLE TRANSLUCENT �� -___�� i FIBERGLASS PANEL D o PENDANT MOUNTED METAL HALIDE •• 1-Q 0 # I • D • ; % , $ SKYLIGHT UNIT r E WALL OR PENDANT MOUNTED FLUORESCENT 0 ;• 4.' 0-' COURTYARD 0 . '..•E C i - i 119 ii•'. f F1 CEILING OR PENDANT MOUNTED FLUORESCENT .; ill.. ° ; ,; P P P P F1 100-A-010 f �__�� •; 1L. 1 f F2 CEILING OR PENDANT MOUNTED FLUORESCENT 1.................43 a! ROOF LADDER"B" Q �I ' • F2 . r r Co 0 i,p G G WALL MOUNTED BATTERY OPERATED EMERGENCY FIXTURE D C� • C41' C 1 0''• VALVE E ONTROL ROOM ••• •�•1 r-Q VAC ROON -��_ H H-' WALL MOUNTED EXIT LIGHT 100-A-011 %- ;.' 11s f .a>_ ...l 115 i $1 ` J M WALL MOUNTED LED EXIT LIGHT r :' N 2x2 RECESSED FLUORESCENT B -- - B 0 WALL MOUNTED FLUORESCENT a: 0 1 •. P J CEILING MOUNTED FLUORESCENT '•a P Q 0 WALL MOUNTED EXTERIOR MATAL HALIDE Q I I • 1 411 _ _ _ _ _ ______ 411 - Dw D.. •. D D �i t>w _ I I IIFACILITY ACCESS AND FACILITY ACCESS AND �� t. I EQUIPMENT LOADING EQUIPMENT LOADING • I -� D - - - - - 11111 111 i - - - - - - D A • _ a I Do ••• Do I _Do A I I - 100-A-008 1 : ' a: 0 ,,... f •i 0 i ' '`^ %•' ..; 0 0 o 0 � : D D D I D •' 0 f $ 100-A-009 ' ' I f o 1 1 i . • I w f - 0 • -- f i' •1 • ' -- - • . ..14 0 4 D° Do .. CORRUGATED CURVED METAL DC) '• SIDING AT SOFFIT OF BARREL ROOF fa te- I TUBE STEEL ROOF STRUCTURE cam- •• u}-- I \\.44-- te to 0 _ _ _ ,� .. I 03 iii' /iii4 • ,4 i AA Ea I ► O I 0 H ! ............4 „ C Lo1!4 , 1 ED E r. I =:11 _ ��•IT\ V J r,` o' -± t:\ i to 100-A-014 I to - v uv>R,w�. , a. to to t FOR PERMIT APPLICATION` -c. OF(a in. 69. t t I to ko II ' NOTE I 1. SEE ELECTRICAL LIGHTING PLANS AND LUMINAIRE SCHEDULE. i iii 0 0 4 1 0 4j 6 2. UNLESS NOTED OTHERWISE,AREAS OPEN TO ROOF STRUCTURE ABOVE. O3. SEE MECHANICAL PLAN FOR DUCT,GRILLE AND EQUIPMENT LOCATIONS. O N. o _ __ ___ ___ __ __ SCALE WARNING SUBMITTED BY �"' `s' 0 1/2 1 DESIGNED J. McKINNEY -) ARCHITECTURAL SHEET OF (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 1 QO_,r�_005 z 1/8" = 1'-O" IF THIS BAR DOES o ___________-____._____._______._-_____________.______ NOT MEASURE 1" DRAWN .._.___-__. D. ZIESEMER IN ASSOCIATION WITH: C1eaAWa t er Services PHASE 4 EXPANSION UPPER FLOOR REFLECTED SQUIER ASSOCIATES-ENSR INTERNATIONAL. p\/ •o....\\.en\ •Leal CEILING' PLAN `- DATE: 12-22-2otJ4 � -- -- ----- - - THEN DRAWING ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE AT ELEV S. 144.00 &154.x0 PROJECT NO 4969 _ -- _ — \ N **luiL"■Nig:—iiicala,- / CO C\1 el 1 _ - - . Lii < -, 0 0 0 4 cp ,,--, 0 0 T'" ® - - AO (9)EQ. PRECAST CORNICE SEGMENTS (8)EQ. PRE-CAST CORNICE SEGMENTS to -...0 o ...-- _ „ - to - - - - 0) REMOVABLE TRANSLUCENT REMOVABLE TRANSLUCENT - ' 03 SKYLIGHT UNIT . -0 SKYLIGHT UNIT ROOF DRAIN OVERFLOVI;- — - — - . SEE 1/000-GA-007 te too- TRAFFIC BEARING TRAFFIC BEARING to- i 1 OVER R METAL APPLIED D DECKING ROOFING FLUID APPLIED ROOFING 4"HIGH DRAINAGE STEEL ANGLE- SEE OVER l°Co CONCRETE FOR SCUPPER THRU WALL co SEE 100-S-027 FOR 1 I 5 1 I 5 1 0 SEE 11/000-A-022 ROOF SLOPE ELEVATIONS I. ROOF SLOPE ELEVATIONS CONDUCTOR HEAD&DOWNSPOUT- 46 7 000-GA-006 000-GA-006 000-GA-006 000-GA-006 1.-----1 SEE 1/000-GA-008 a_ HATCH AT 1 . i to to A 1 lia DRAINAGE I 1 1 I 1 I 2 ,- 3 uj IL------i 000-GA-006 , , , my' O.F.. ii..:.*:.1 E CRICKET A '-..-,:-::::1,- ,:-',:•-':.4: •::.•- ::%.:1*....:-..,.-%-.:-• .1-•.,.....i.:,.....p..:. i ,:::1. -,:.......,..,...r..:: :",.:.--::i ..-::•_:.--:../j 150.5;ETi./ I \I .: . . , , , . ■ ..••, A A 000-GA-006 . GA-096 ,. 000-GA-006 a- m c 000-GA-006 a) I 1 st-1 I 13b1 1-----i .:-4...................1 \ 1......-........-1 5 •,,.. cn = 4"HIGH DRAINAGE 000-GA-005 I . 5 1 I *:- ..-7 000-GA-006 9 i • , Li./ 0 "th 2 5.t to 1,.........---1 .• , te• SCUPPER THRU WALL 1-,................a •,-- .• 0 to TYP. 000-GA-006 -.• .', '• ..- :.'.,.• .:.;: ,,..-.-:-.:. .. ,;. .-•,,.. , .,......, -:.:. ... ..:... 1 .... to 1.--..............1 _ ECHANICAL AT COURTYARD 1 . <W11 > ']Ii CONDUCTOR HEAD .„. ii.Suj Cl) co &DOWNSPOUT- I I 8 I • . 150.50 ELEV. ce A 120 a. ri c-i (Z9 D I c I SEE 11/000-GA-008 ill. mu <W10> 000-GA-006 ..-. 1,-„,.................s Z--- 1 w II \ ' SLOPE .,.:: :. 0 [ill 100-A-010 !pi •O.F. •'* 1 . L—,...1 13a _,.:., ...'-'• • ,,,,, 0_, i co , 06. ; I— 1 D I ROOF DRAIN OVERFLOW- SEE 1/000-GA-007 lel 000-GA-005 1....................., TYP. ..„SLOPE ROOF LADDER B" gm SEE SPEC'S. Irill •.- 000-GA-006 L.,................1 - 0 d >- 100-A-011 DRAINAGE CRICKET I 1 I III. MO Fri , A-006 • - • LIIIMINI 5 Ilmh,„ 1 1 i I 8 I 000-GA-006 '.--"'" 1.,...............--,1 . 111 • „... 7 LI 11 6 SOO-GA-006 1:::::111 ' 1.-....,..........J -** ,.,. 6 . = I 8 I I I 1 • -I-4 000-GA-006 000-GA-006 000-GA-006 .., „ 000-GA-00 tigitiii:i ;I 1-GA-006 .***------ : 4.000-GA-00 .-.s. 9O-GA-0116 , • , • 1-,-.............1 1 Mk 000-GA-007 L.--......-J - 1.---- O96 e 1.--..1 • K 00 rim MEN11111111::: ....:. :,MOM .- . '-'..:..1111111111111111111111111111111111 :',' a :g WO; if14iiiiiii!iiil .• -. -. ..:... .. •r- -:: :-I.• .:..-..::I -.I.-. -.-r-f-t---.7•-:.-:t-----r--:: 1: :-:•...:.•-• - — 'i - • -. .. . . ., T B i - _ mu ,..., 1 lc D.S. PT] 100-A-014 i---ii at I _ w f114 . ... . . — 100-A-014 1.----11 D.S. ROOF ELEV. 154.75 i 2 ...--,..... 000-GA-008 111•■■■••■•111101■1 ROOF LADDER"A" (/) - - GUTTER(TYP.) SEE SPEC'S. L I 2 1 CI D.S., P: GUTTER(TYP.) I 3 I -GA-007 . , 000-GA-008 LONIMMINIMINIM1 4110 ( METAL ROOFING(TYP.) 000-G3A-008 11,7 All a. 0 ii CI_ s•„\ ,,/ X / \ \‘ TRAFFIC BEARINIDG° 1...........---J FLUID APPLIED ROOFING OVER CONCRETE- SEE STRUCTURAL FOR ROOF SLOPE ELEVATIONS X / \ / a. ‹._ 0 EIT- GUTTER(TYP.) a- l.) Fr - - / \,‘ OPENING FOR MECH. ,X — -—- --- - D / \ -§ METAL ROOFING,TYPICAL SLOPE 3:12 '6' a i SLOPE EQUIPMENT (VERIFY SIZE&LOCATION Wi MECHANICAL) .1,, SLOPE / 0 Cr ri SLOPE 3:12 , .1441 / I A 1 Mill _ / NOTE: --11k SEE SHEET 000-GA-007 , . 100-A-008 III. / \ FOR FLUID APPLIED / \ . L..........J ROOFING DETAILS IM z/ \ /'X X ' — fi D.S. ______ 000-GA-008 0 _ GI ., \ GUTTER(TYP.) / \ ri---1 LOPE ;12 SLOPE 8:12 a.- SLOPE 8:12 SLOPE $:12 ow- B 000-GA-008 — \ / N, ,/ ......--.......± L—II X . - 100-A-009 X I 1 1,----.1 - / \ / \ 2 Fr .i 000-GA-008 a.,,,.........--....i 0 - - - , 000-GA-006 L.......-...........1 0J00!1 GA-0 I 6 1 000-GA-008 ........ I 1 I , DRAINAGE .......:____LL_H7 000-GA-006 CRICKETS 1,-...........--1 000-GA-008 it.............,-J I 1 1 ROOF DRAIN& En sto,„ IL—.........1 Po-, 3:12 000-GA-00 OVERFLOW- 000-GA-006 to. to I 8 I 01 1 1 Po to to to <a 000-GA-008 44--- 0.F. 0.F. K 100-GA-0 2 '411111111 69. -R1 69. , to. te. _ to 0 100-A-014 0 oR.D oRj")) 100-A-014 fn. 1 ..' , . . ..... . . . . . . ... .,... 1---1 L..---s , .• . te GO ...... , . . .----.---, , 0---, • , r------,.,....--..:-.-c:.-:..,..:„.12..,.....::..:....,4 ,..„....„................-, -.11:.: .:-.'.:....':,:;.'',:....t.*:..-:'-',. ...,:.'...::. • s\ 2 te RD ui RD RD RD fa ta a. (1'21 I H I I H I 1 I \ \ADE4 OPEN/ OP*, o o ._.1 cv g a) ri (OIDE 1 NN -I CD Ef--) 100-A-014 100 A 014 000-GA-006 4 i ' \0041 , tl 000-GA-006 PRE-CAST CONCRETE CORNICE 1---1 I 6 il.......................1 u.i... 1.....................1 F... EP 0 . ,. -4-- i , I 000-GA-008 I J I / , i 4EIL (73 Ail ,/ 1 Ihk o j I L..................; *ti ROOF ELEV. 164.67 --------------1______----- • / \ ! 18 r y viiii / \ T.. AT GUTTER 100-A-014 I L.,—___,..1 \1. i5 ---------- 100-A-014 / \ I Ad . , v4„ 1 •■•■•■• to ROOF ELEV. 168.67 ------4------ _ LINIMININIMIN■1 41) (4)EQ. PRE-CAST CORNICE 40 AT PEAK OF BARREL AML/ ARIL AT GABLES- , to to TYPICAL @ 4 LOCATIONS 17 1117 , to). METAL RO* G ' •to BARREL METAL ROOFING 511 6 1 la ROOF ELEV. 4.5TD AR to AT UPPER ROOF I 8 I 000-GA-008 000-GA-008 (AETL.E vL 0 W. 1E32R.0R0OFOLF0 0 R) /Z,, 141.00 0010-G4A-00111 i 4..C,..11;) "...' A to 000-GA-008 L......-...........1 1..............-....J to to t..............„..,....r -1- c-e) .,,-- ...,, to 1.--.......-1 FOR PERMIT APPLICATION ;I!'l ill'ilk'r"l: 111;11 tj'11-53'. C4')C:'.7''''''** ' j‘ 40 • :C4C1 51 I I ROOF ELEV. to , , to 146.50 ai 6 6 0 0 0 4 illij 0 411fil ir. 0 4 0 a .,--- ..,-- rr‘ 1 PARTIAL UPPER ROOF PLAN 1/4.-) 1 40 OF 0 1/8"= 1-0" 0 I : .r- to I-- to SCALE WARNING SUBMITTED BY c) _ co J. McKINNEY Ire. ARCHITECTURAL SHEET: OF - to 0 1/2 1 DESIGNED - - (PROJECT MANAGERS NAME) LICENSE NO. DATE ( 0 ) M IN -N DURHAM FACILITY DWG: 1 00-A-007 IN ASSOCIATION WITH: INFLUENT PUMP STATION z 1/8" = 1-0" IF THIS BAR DOES DRAWN D. ZIESEMER „ CleanWater Services PHASE 4 EXPANSION 1) _. _ NOT MEASURE 1" 12-22-2004 o SQUIER ASSOCIATES-ENSR INTERNATIONAL ROOF PLAN DATE - --, _ - THEN DRAWING IS O ARCHITECTS ASSOCIATIVE INC ur commtuwem t, clear : REV DATE BY DESCRIPTION NOT TO SCALE CHECKED_ J. McKINNEY (COMPANY OFFICER'S NAME) ' LICENSE NO. DATE PROJECT NO.: 4969 -4.1.;:, . ........e64.......,:i..; 111111111111■ v). .E49- 03 _.. - — .... , ,.. _ , _ , . , 0, U) - - - - - - - -. - - _. . _ CO , - Eft- ,— - Ed, 0 te PARAPET BEYOND 6 0 } METAL ROOFING OVER cu a ti RIGID INSULATION a. F E 1 OVER VAPOR BARRIER 100-A-013 110-A-019 kn. , , , woo". RAPET BEY:ND *, i, . • * 11111. .prneliii --- . . 4A• 1 E co E (ft Ea. ....."41 '4**'7:1111 ■ El . 4ie '4*.■ * ,, L:. '‘■. :4 *''■-' . 1 cd) ., -- ■ ■ .'-,, Ood 1.1101"11° /NZ * . - ROOF LADDER "A" I , iltrasarimitioao - - , ..-....; • .:oil"' ralttleiiiiiriir-T . . *00 ROOF LADDER "B" : •,, 1114.1.4„,i,„„, .. . ; , ,_ .,,,.r..,.;„\. _-,,„(/'• SEE STRUCT4 - A L FOR , :.. -4-notralor_.. ._0165.37 ii00°"1 sok TraiL. ,.._,....A.A....4...:4.A.,......1,..4.,•,......4,,.... s .('..• FRAMING Br OND Affitibm, ....4„1„; 165.37 TOP BEAM * '- ■''',- --- - TOP BEAM (1)- III 1, II • . 1 • • 1 CORRUGA ED METAL SIDING , -;,- 1\allpop4N . . I • . \A„ A . ..,, i‘. . .• ........., OVER FURRING :.• • A A Ea -1 i 1E1 FLUID APPIED ROOFING I _ ELEV. 160.334_ TOP CONC. I . . • . 111111 I I - , _____.4 I _ TOP CONC. , . I . 44 MI 1111111 • r' ,,r ... . ..... pi i ACOUSTICAL METAL DECKING • • .. . 4 _ . • ACOUSTICAL METAL DECKING ,. . d...„ a IMMIN Ail ROOF TRUSS - . 4 TRANSLUCENT FIBERGLASS 44 . IN • 1 I 1 1 .......... _... • . . . . . . . ill ill ME MI • 1111 MAN MS 111111-NM • MI 1111 . 7.7 .; . ... ... . . . . . .-. . . . SEE STRUCTURAL . I • WINDOW PANELS VVV'V 4. 11M NE r-----i A cY) iil . ra"'", --- t 4A • A . 4 , 1111 CONCRETE WALL - VERIFY SIZE AND LOCATION 4 1 LL ci 111 SEE STRUCTURAL ___ , 4 OF OPENING W/ MECHANICAL ACOUSTICAL LOUVER 4, ' • a ,--• MI . • i............ MI . . ____ — — — — Ill CONCRETE OVER VENTED CRANE RAIL - I ). 1 At - --1 lin METAL DECKING SEE STRUCTURAL 4 VERIFY SIZE AND LOCATIOIN D 1111 , SEE MECHANICAL FOR • 1,7 DUCT TO LOUVER * A H OF pPENING W/ MECHANICAL 0 NU 11111 STEEL ROOF STRUCTURE - CONCRETE PIER BEYOND . • ce I-- III SEE STRUCTURAL co III FACILITY ACCESS AND ; - w w 11111 • FACILITY ACCESS AND CMU WALL - On ACOUSTICAL LOUVER EQUIPMENT LOADING u) EQUIPMENT LOADING SEE STRUCTURAL I 111 • 111 .• , NM • 4. VFD ROOM "B" u) 101 • VFD ROOM "A" SEE MECHANICAL FOR w III 113 ii- 111 112 DUCT TO LOUVER 1H . <4 4 III CONCRETE SLAB - . - 1-- MI SEE STRUCTURAL METAL STUD WALL i Mi 0 MN, 4 4, Eri --- -- III GUARDRAIL - PRE CAST CONCRETE I 4 • = NINNN . 1 111 SEE STRUCTURAL PANEL I . .4- . 1 A .4. IIII 1 --- — - —ir 4 4 I _ • .., 0 MI • I I----- ------—-- —1 r- --- ---I I— IF 11- L ---ii--- ja . ELEV. 132.004_ 111111111.1111111111111 4 .44 4. . .. 44 4 a 4 a • 4 . 4 • 4 -. 4 1 4 4 4 TOP SLAB -• A 4 .4 , 'I..4 ■• , \ . 4 A - a Eft • • 4 4- A 4 4 • A 4 • te a • . (79 4 • 4 4 SEE STRUCTURAL FOR .4 (1)- 4, 4 te 4 4 4 * 4. I A 4 .4 •. rza SLAB OPENINGS to. • . ,- .. . 0'› NNO.,‘.. 'I' ta • 4 .4 .... ..r ..-.-.... \ \ -...--1.....,j-.-- I \ 3 I ki9 . 4 A • . ka . \ 3 ____ . • • . , -_______ - . \ 4 _ - - 3 / - . , 4. 4 \ (10' . 41 \ ---1< 4 / -11- 100-A-016 100-A-016 100-A-016 as c as 1 / • OPRHAND _ 46 .. 100-A-016 .77. --- . *:: BUILDING SECTION A 2? 100-A-008 ,75 to OPP.HAND *a ti,. in• . A. . 100-S-032 tck , te 161) ) 7? ta • .4(•• __ n.,,. REFERENCE STRUCTURAL SECTION in te• ,,,„C:,..'144 - - 414v>37::„\ ti> (5 in- (0 V . it NOTE: .#' 1 V'''Acvittiv1114.112. N. Y -!?, REFER TO 7/000-GA-007 & 8/000-GA-007 FOR FOR PERMIT APPLICATION 14* --- K.5c3 OF QN%-d. WATERPROOFING DETAILS AT FOOTING AND BELOW GRADE WALLS. E ,,,,—„............... SCALE WARNING SUBMITTED BY -110,, ARCHITECTURAL SHEET: OF ci) _J. McKINNEY g in 0 1/2 1 DESIGNED ' `..- — - (PROJECT MANAGER'S NAME) LICENSE NO. DATE ' Illit DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-A-008 ( ) ) M IN 11 IN AssociATIoN WITH: z 1/4" = 1-0" IF THIS BAR DOES DRAWN ___D. Z1ESEMER _ CleanWaccer Services PHASE 4 EXPANSION BUILDING SECTIONS - I .. - NOT MEASURE ln o S( UIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 --) THEN DRAWING IS ow corrtntointem at clear NOT TO SCALE J. McK1NNEY ARCHITECTS ASSOCIATIVE INC , REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO DATE PROJECT NO 4969 E„%. . . ilirr:lh,l,k ..... \ , . , . „„ _ . _ „. , _ , ,. c„ , „ .. _ _ _ , _,. . . , _ to i- EIII ...,, te PARAPET BEYOND iii 41) 0 4 ) 5 a, METAL ROOFING OVER a 16 RIGID INSULATION OVER CL VAPOR BARRIER ,..... . F 09. 100-A-013 100-A-012 En, te E PARAPET BEYOND CU E 0, v014 cr) = 44- ..# '■■ . ' ■ .\cç" 14■• ..:* .., :. w''S*, I s:4# ,..,..,• ■,.*# ■*. A 0 D. ■*,.. , .."■■• .AO ” Se4‘4i. .,* ,'40 AO* A,# *4■.. -■# **, 4■*, .'.." ,64, ■■ IP . _ ,.... _.•.- _.. ... ..,.... _ .... _ ,.,..# ... ,.._ ...... . .- .0:,.... CORRUGATED METAL SIDING ,..■ ■■ 1 • .-:# \ / •■• .. \ \ ■,:. lii, 1 / :Or 4■.,.. OVER FURRING .,..■ ■*,. - # -■ . ..- ■r*..... Alk/ ELEV. 160.33 /4 ---1 \A A .:4..4■ MM...... ■ llip• FLUID APPLIED ROOFING ELEV. 160.334 TOP CONC. k 7, 4 1 L----- • v TOP CONC. Y A . ; 4 ,k 11111 - • • . . A V A . • I 1 % . 4 , . ACOUSTICAL METAL DECKING . . vA 11111 Pr _ __ . , •. 4 • „4 A 1 4 111111 4 i . \ A " CO ICAL METAL DECKING 1 4 ?" ---1 F CONCRETE WALL . .J A A NEM= % 4 .._...•0 r..,.._..._v.---•"""------"----- • V • • . - .- . • 4 4 r . . . ...4 ,.. . • . 00 RUSSES 4 A ' ,,, , am ma m am ma mm ma ma me am am am ma —.—.- as ma'am am ms ma ma IIIIIII a. am at am ma am imi am mm ma am mm me'am am ma ma am am•MI UM all ' 74 4" CMU VENEER .4.i A will& • 4 ' : ‘111111 il r--1 ' r—ii : . cn 411/, • 4 4 ',WA CONCRETE OVER VENTED 4 e • ff. 4 :4 1 LL. < 7,11% M1ETAL DECKING r - . CONCRETE WALL - . A .......... • eeeee. A• • . O 'AIL SEE STRUCTURAL I I 41" .. escscc,SCAREEEEL JE44.4NR:CsslisSAF..ETTDTTRSRRIRRRRTEEEUTFECIILLT-CuL 7 . , o v. 4 A - :IL 4 . A 7 • .. ,. Z fir STEEL ROOF STRUCTURE - CRANE RAIL - 0 fAllr S E STRUCTURAL . A A $VV i---- ''A IL , SEE STRUCTURAL •• • 7 rA ,4 4 (..) lir ' i - 4 . W r fx C MI U WALL - . , .• 4, 7 . ., . CONCRETE PIER BEYOND ..41 e.- , W tAll: SE STRUCTURAL • r • .• 4 LLI 117A . • . • A :94 . CO FACILITY ACCESS AND .4 i '411r4 , FACILITY ACCESS AND .4. ;., • . 11: • • • EQUIPMENT LOADING .. 2 VFD ROOM "B" VFD ROOM "A" EQUIPMENT LOADING . . .-. Xi I A ,. ii 113 . AL 112 . 111 4 4 % 4 4 ;,., 4 111 14. 4 . > la 4 v ✓ i- 111E ' . • 4 CONCRETE SLAB - . 44 4 (9 YAR VAIL • • . E UCT RAL . ;9 . A 4 El 1.1 1 . , r 1 zo. /----- GUARDRAIL -A 4 • 74r4 7 ' ' • 0 It A V 41 PRE-CAST CONCRETE PANELS z 7,1r,. . . . STRUCTURAL v 'iii • A 0 4 4 111 1 I 1: -___1 __ _______ . - . :- • (/) ir, 1 • 7 4. . S 7 lir 1 7 - - ' '• 9 4. ELEV. 132.00G ■• • 44 VVV 4 7 :4 ^ [-- • • i' 4• I 11: : - J O ELEV. 132.00 4 - ' - IL IL —1 ., . I TOP SLAB a... A 4• 4 - L- . - • - - . 4 ... - . . - -4 . - . . . .- •,. ,_, - - 4. . . . . i 4 . 4 '-----"*. ' - e a A -,,' • ' . 4 1 l ° I. ••• .4 -.. 4 . TOP SLAB . —L. 4 * . . • ' V. - A - • . 4 AU .4, • . 4 ,. • _ 4 ° _ A 4 .4 , _ A 1 'A 4 4 - -4 I____ 4 .4 .V VV , A d 4- Ea • • Il - • . . • VV V 69' !A ' t 4 ••a t • ••4 • . ' • ' VV V : . te . 'ea • - - a I , 4q 4 * 4:a - -4 A • 4 A• A 4• 4, t a • 4 ' , - ... ..•• • • \ • t a t a -1,,,,4 I r, 1 \ I \ I \ ____I___-_,,,,,..._ 1 r,,,,i \ / Ea tf, -- . fl, 1:9fa __ __ - -- -,- --- - _ • • N - V 63 2 - \ _3 \ 4 \ 3 ____ • . ____ • \ 2 100-A-016 100-A-016 100-A-016 100-A-016 100-A-016 c Q.) OPP. HAND OPP. HAND ---.., BUILDING SECTION B 0 15 e. 100-A-009 i5 to 44- to (f)- vo. C fo II 1)..... PC.4", to to 100-S-034 03- to in. , 4.N, ' REFERENCE STRUCTURAL SECTION ret to te : 0, •,..4 -0, iti k r thi' VANL3JVER,WA, ., q NOTE: LT. ,.., il ,...„-.i.., , ..... "• (Q.," : REFER TO 7/000-GA-007 & 8/000-GA-007 FOR FOR PERMIT APPLICATION , N°1:9ef4 WATERPROOFING DETAILS AT FOOTING i -• OF (0) AND BELOW GRADE WALLS. I , 1 LO / / VV LO SUBMITTED BY c) SCALE WARNING -ow ARCHITECTURAL SHEET: OF co J. McKINNEY Lo 0 1/2 1 DESIGNED 6 1:■i"" (PROJECT MANAGER'S NAME) LICENSE NO. DATE z 1/4" = V-0" IF THIS BAR DOES DRAWN D. ZIESEMER ( 0 ) MW : DURHAM FACILITY DWG: 1 00—A-009 INFLUENT PUMP STATION IN ASSOCIATION WITH: ClearMater Services PHASE 4 EXPANSION NOT MEASURE I" o SQUIER ASSOCIATES-ENSR INTERNATIONAL BUILDING SECTIONS — 2 DATE: 12-22-2004 -) THEN DRAWING IS 04r contrwamehl i 4 clear NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO 4969 \ \ ve , . --. - - . 11111111111• ,W , . ... . „ , - . - - - - . , - .., '' ,, ,• ■ - - ,, , _ (o. _ te _ to to a> //,---, N\ „ -la 4111 0 0 41) -, ,, .,". 6 40. FA. .CA. 1<Li as a Zi ri to- te to F E te- a) E 100-A-013 100-A-012 I:C (T) W = te- te. Eft. , - 1 "•,,,, -_,,,_-_ -.:_: (13. REMOVABLE ROOF HATCH BEYOND L.: I I I I I I D REMOVABLE ROOF HATCH BEYOND - % I , - • / I % I 4" CMU VENEER . , .., LADDER _ _Ely____LEv. 164.33 _ IllIllIllIllMiMillIllIllMIMMMIIr - ---- - -- __....._-„ip ....„„ir _ _ 164.33_1) TOP CO-NC. 1111111111 CORRUGATED METAL SIDING OVER ----- • TeCoNd. / . ..4 FURRING OVER CONCRETE i -------401111111111 -4; * • \ ELq__V. 163.6171_0 .1 y.fLoEpV c. 1m6u3.67 / Ill A I..._ Toll)C-MU 74 .' CMU VENEER 5: vs • . p, - . v, . 4 \ l_ 1 I I- . . ._____ .: • it' _ • . ■...........___ .., . . . . .. .. . . . .....i 4 , FLUID APPLIED ROOFING OVER - . . . - . _ - - . - . - -,,, A 4. re,I 1 1 0 ./ • % • • . • ''''''' 1 . METAL ROOF STRUCTURE - . i 4 • . A „, SEE STRUCTURAL . 4 V A --- . A 4 • • rA • , A ,,/,.,, . • / CONCRETE WALL - • , STAIR#1 , , • i 4 0 • Li A . It ., HVAC ROOM STEEL BEAM TYPICAL - : 12 an 7 /, /7' .,. 118 II SEE STRUCTURAL . , , v ; . . a • \ 1111111 v., CONCRETE SLAB - .j, ' CONCRETE WALL • A • , ' . \ SEE STRUCTURAL 1 I A' V ' I:.11MIlIIIi1lIA';V Inni... 11111111E.."- 7-41■111111111.141 NE111111111Ww-=IIIII .....All • .,. \ \ .. i 171111111 . .., ... . . . 11111111. .„ Worrilligr/i4, , . - . .- • .4. '. -,- ..4." . . -- 4. • - - .-. -, r!Ai ELEV 150.504_ (1)__ErLoEpV c. 105N1c.67 : " OM. 4" CMU VENEER . • . . 1 MN I Pilli • 4 4 4 . A * .. . - ' 4 4 • 4 ,A : • • - 4 4 ' '4 - - .1, • .. . • . . - 4 " . . • ' , 4.- - ' •e • -. * -4 -.• 4- • 4 • • - - T4SLAB - • :el- .- - 4 . • . la- . A - ' a& 4. .., • - 4 ' 4.• •A • 4 4 • A I -4 • FIN. GRADE • PRE-CAST CONCRETE PANEL - .. I I • I I . . .. • A • .,.. . - . 4 . -4 4., 4 • 4 i :'• ..........A.... 4 - • -•a 4 iI ....■.■..... .•4 .. 4 U..* 1 • ................... . f. 74 . - .1 NM p .. - V . 44 .4 . . 9 DELETE EVERY OTHER CMU 9 ,, - - PLATFORM ----\\ • • . .. . BLOCK FOR DRAINAGE - SEE - -. • .14 - - - • 4• 010-GA-0 1 000-GA-011 A _ •4 . • • • • row _ts ELEV. 1T4L4.0:ECK . • ..• COURTYARD • Of. - 1 • ' 4, . ; 4- • ` . • • - ' 4. .5 - WALL OPENING TYP. -4 • • -4,. 4 • . . .4 4 1 4 • - ' • ." • • • , VA . •. 4 . . 7? . . . . g •4 . • VALVE CONTROL 4., "' ELECTRICAL ROOM : r,•1. • .. • - • 4 115 . 114 4, • . • VA A 4 4• - • • ELEV. 136.00 - ' ' DRAINAGE PROTECTION BOARD .. - TO CONC.-0- . . . . ... OVER FLUID APPLIED •"' ° CONCRETE SLAB - PRE-CAST CONCRETE PANEL , -..,_ .4.. I WATERPROOFING V . ,. . . V SEE STRUCTURAL . . 4 • . • . A _E)ELEV. 132.00 ': II ELEV. 132.0(1 /) TOP SLAB : 4 i - 4 1 ' • . . . . . - . 44 4 • 4 4- . .- .. •• •• • . ! - 4 - 4 - I.. - 4 A I - A - • - . .4 .4 A . , • • . : .. .-- ' .. . :44 ' ..A! • ••4'4 • 4 ' - ..: • . ..' . 4 . , . 4 . TOP SLAB . . • .. - 4 - -. . .1 . . • .. .. . - - . .. 4 4 4 - A 1 ...... 4 , , • • - - • , . 4 4 A 4 A 4 . i4 • 4 • *• . . } A A . .0. • . 4 - 4 . - A 4 . 4 A- ' -4 4. .. • L4 , , i 44 ' FIN! GRADE Ei) . .1 , • • .4 . 4... •..4. ka . • 1,•• A ,4. - 4 • 4 4 -03 -4-4, .■-• ..i. 1 - • E. ' - Eft • E . 4 4-- 4- . . . • 4. • fae •. a a - Ef, 0)- *A'4 .4 .' • 4 te • ) (49- . • -. A • .4. .- to 1 . 4 . ,- -_____ t1 . te . kfa• . . . ' • - . 7 6 - - - 5 _ - - - - \- . _ - \ te- te 100-A-017 100-A-017 1I0-A-017 a) BUILDING SECTION C I too-A-010 t5 so..) ,.E3 to . . . te . 100-S-036 ft.tra e iRC,,i A i A REFERENCE RENCE STRUCTURAL SECTION ' . , , NOTE: REFER TO 7/000-GA-007 & 81000-GA-007 FOR LL COUVER„ .tt , - -!:>-,- WATERPROOFING DETAILS AT FOOTING FOR PERMIT APPLICATION Nieti VVV . y AND BELOW GRADE WALLS. c„;.....\.,:" i OF ()V.-. LO f-• limmimmmsomm■ imirmi - LO SUBMITTED BY o c> co SCALE WARNING J. ..1%, ARCHITECTURAL SHEET: OF t 0 y2 1 DESIGNED McKINNEY O e.VV VVVV,.-- - ■ 1 M W -N DURHAM FACILITY DWG: 100-A-010 6 (PROJECT MANAGER'S NAME) LICENSE NO. DATE H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION INFLUENT PUMP STATION z 1/4" = 1-0" IF THIS BAR DOES DRAWN D. ZIESEMER _ ..c:1 NOT MEASURE 1" 0 SQUIER ASSOCIATES- ENSR INTERNATIONAL BUILDING SECTIONS - 3 DATE: 12-22-2004 --) THEN DRAWING IS Our corronnitntem, tt clear NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 .......... _ \ =row _ - -- „ - _ - - - , - - - - - - - - - - - ., to=)- ta te te. i''.4 _ - 1 - *------) to 0 0 - To' 6 v , te 3 1 _____.) EXTEND CMU VENEER AROUND EA- END OF WALL - REMOVABLE TRANSLUCENT GRID®& BOTH GRIDS C) & Cl) Cif 0 SKYLIGHT UNIT CMU VENEER CONTROL JOINT a_ CMU VENEER CONTROL JOINT te E ,I■A F 69. Eft EA' a) I 00-A-012 ./AL■■ 100-A-013 Adits E Iliellrib.. ca VI z Aid" ritahhh,_ . (9- LADDER "A" •0 ___________ te 09- _ , ___ AN ta L: LADDER "B" -- .2) D -------- ------- ---- - 1 --- _ - ------ k _ ______ . . ________L, --... .. -- - . . ill -- . . ______________ . . . . _________ ___ ,____ • ,____ ,.. , _ ..--------__ - - .,.,, „ ... -1 ....... _ ._,........ - _ - -- ________ _____ - _.. 7=7 _.,....,'• X - - V.EpVc. 164.33 - • • . _ _ :...._.. ...... 1114------71.4 _. ) ( :______ _____ _ i , A Willi__ - __ _ _- _ _ ELEV. 164.33 _ ip E. Top c-oNd.-0- ___ ____ __ _...._ _ ______ ___ _ ___ ___ _ - 1 -- ------ --- 4_ STAIR#4 a -di - / v 4 ___. _________________ ___ _ - . • A \\ . ' , , ____________--_-_-______-____- __-__:______________________ ______--_____-___--- ______ __---,- it_ .__• _ - _ .4 , _____ __ __________ _ _ __ , 4 - 4 , ________ _.---- ------ .- _ . - . _ - -- - . .<1DELEV. 163.V / „.0„, r i '-milli ■ • . _ i -am., • .• r - 4 . , , . :!. .. 47, 1 - . A \ ELEV. 163.67 (1) - TOP CMU TOP CM U I 4 . . -*. , - -----... - ------ .. 7 ., „A 0c..4 4..............„ • P- ) . .., t g , . 1 - - , _-.=.._,.._-.-..--_,----___,_ _- _-___ __a---______,,_ ._ ._-_-,--, ...,--,-..7-2=- ,--___ _ _,__-----_.._- ___ __ •__._ _ _. -- -=. ---,,.. --._T___ = ,, ,.. _..,._..... ,- --.-._--- --"--=-- ----'--- -- • . , -•• r COURTYARD 100-GA-002 1----0 ----0- A . ' A A . 4 - ' • i, . \ - . - r 119 .5, • 4. • •• .. ....4 •4 V •- I . 13b / . _ , . . a . 4T....-; ' ' • • " • - ......../. -I. . .. ' _.---- : . V '--- --- 8 . AMMO , - .A4 . -4 ". '1' • .• V I r ---1 1 FLASHING & COUNTER FLASHING 100-A-005 . 100-GA-006 z9 \ - . 4• . A r„ 4• y ' •" 4 a . . 'A ,- • . 4 FLUID APPLIED ROOFING OVER - r r d 4 8 .6, .. A A ' A ROOF STRUCTURE - HVAC ROOM _ vo• . v. si - STAIR#1 •, '4' /FLASHING & COUNTER FLASHING 1 CIO-GA-006 . 4 r/7 SEE STRUCTURAL O__ELEV. 155.50 . • 4 . . . - 4. ?" 4 • • / 118 ROOF BEYOND .., A A - 120 • ' - 1 • V d . 4 %A .., . . . 4; ' FLUID APPLIED ROOFING OVER .. CONCRETE WALL v . ; - ROOF STRUCTURE - - .• - .„. . ,.,.; 4 V, , V 4'.. SEE STRUCTURAL - CONCRETE SLAB - SEE STRUCTURAL ---7.\:4 .. A • 4 A, V ••■ A 4 1 A 1 r A * ...... -93 - •4 .4. .. _____r-"'" ACOUSTICAL METAL LOUVER _ v • 4 oril ':.- STEEL STRUCTURE - .77; 4 ' - 01 VV V _0)ELEV. 150.50 , I: • • 44 A ,., 4 - . .- 4 - • 4 : ' - :- - - A - . a 4 . 4 - ' ''. -- S E E S TR U CTU RAL ,- • TOP SLAB 9 •. . 4 li.4. .'" - . 4 4 •' • • • •- 4 •. . • 4 • . 44 . •• ' . • • . . . .4 - . A 4...... A-. 4 4 .. . • , • a -- • ... - . FINISHED GRADE I •a.. -. ' • . : z • . .• 4 • '*• ' - °. 4 4 . 4 • . S 4 . .. .. CONCRETE WALL - . .. 0 i .. 4 . ■ A. • , .„4-, A gq :...4.-- - SEE STRUCTURAL . • 0 1f----- v .. ,. " , 4 - 4. , . 4 4-. 4 . i . r 4" CMU VENEER PLATFORM .- -4 A . " CORRUGATED METAL SIDING - .. . v ... - , ,. a OVER FURRING a T'-'"---,,,.,,_., '4• -4 -4 • , - '' . 4 - 7 ELEV. 144.00 • 0 • V •- • oY 4 , • - .o- •- . • TOP PLATFORM A , ift,. I t- -4• " 4 4 -- "4*.• " 4 a ' 0 4 a. . , - ...... V ' • 4 '4• A 4- "• " . - 4 ,44014 , 0 DRAINAGE / 4 . • , •-• • - • g • - 4. " • PROTECTION BOARD ' . -' . r - .. •. ,, • " - -4* OVER FLUID APPLIED -. .. ELECTRICAL ROOM . a VALVE CONTROL WATERPROOFING . . .. - , .VV 114 *- • - 115 -4- ABOVE ELEV. 132.00 r . -- 4 a 44 4 . ■ 4 .' . , A . . • . 4 V : PRE-CAST CONCRETE PANEL 4 1- - • - • ' . - CONCRETE SLAB - 'a . _. • q ,•, CONCRETE SLAB - • i•• • , , STRUCTURAL ... . -4. - . 4 SEE STRUCTURAL - • • •• • _-- • ' . . . NN. 44, . • • _(1)ELEV. 132.00 . 4. - a• ' ELEV. 132.00 TOP SLAB A 4 '4 . • .1 . 4 . . 4 • . • - 4 . ' .4 ' .4 - ' '- • • ' - -- 4. ' ' • " • ' ' TOP SLAB 4 4i a•• .4 ..4, . .i -- • - • - • •* • -• "• ' All A • • ... ' • • a • 4' - 1. 'a. '•■■■■■• 4............... 44.....,...• ...•■•■• ...of . .. A 4 _ 4 4 " 4. • 4• . i . . . .. :. 4i . . _ .. , . a. •• - . . .... .. • •,4...I,. . 4 4• -7° - 4: a 44 4 . • Al A a• 0 i 0a - • 4. 4 " 4 te FINISHED GRADE ...s • .4,4 ' . . -a - .0- .. ta A 4 a . • - - • 4 •- • Efl- - ... .. 4 . 4, . A -- - 4 4 ' ;, ".•4 • •4 4 4 ' It' ..4.° 4 ,• g- 4 4° a PROTECTION BOARD (f). ...._... .....;._ ........_ ' ' 4 .4 4 it a • A 63' . . . . ' 4• 4 :44 • r a - •• .( . • , ,• OVER FLUID APPLIED 4 * . a . •44 " • A 4 te • 4 EA. " . 4 - . WATER-PROOFING- ,--<„,. . . .4 . ._ te, te ( / \ / (TYPICAL) to- to to - - te • - • \ , __ • _.- V 69- 8 . \ 6 \ 7 ? 100-A-017 100-A-017 100-A-017 ,T.-.-. OPP. HAND OPP. HAND OPP. HAND ct. E.D_ ,..z5 69. •<,4? ....4,1„. te• Efl- BUILDING SECTION D te. ta 4.- CK ., 'ft,r . rn te. 100-A-011 ah ' El" V* - E9. EA- V, IMP'S,WA.-- ,..., E9- F (I\ .... E9 (37.f 69. fa 100-S-036 EA. ER' :-_,,„.0 A - REFERENCE STRUCTURAL SECTION LE NOTE: FOR PERMIT APPLICATION REFER TO 7/000-GA-007 & 8/000-GA-007 FOR WATERPROOFING DETAILS AT FOOTING AND BELOW GRADE WALLS. Lo . , . In SUBMITTED BY c) 1,... 71 SCALE WARNING co J. McKINNEY '44111110, ARCHITECTURAL SHEET: OF V) 0 1/2 1 DESIGNED r _ ___ ___ _ ___________ VV _________________ ____ _ 6 -1La'S VVVV (PROJECT MANAGER'S NAME) LICENSE NO. DATE 0 0 M 1A1 H IN ASSOCIATION WITH: - DURHAM FACILITY DWG: 100-A-011 INFLUENT PUMP STATION CleanWat› Services PHASE 4 EXPANSION z 1/4" = V-0" IF THIS BAR DOES DRAWN D. ZIESEMER _ .c) NOT MEASURE 1" o SQUIER ASSOCIATES-ENSR INTERNATIONAL BUILDING SECTIONS - 4 DATE: 12-22-2004 -) THEN DRAWING IS Our comp.t k,ft e to, I, tear REV DATE BY DESCRIPTION NOT TO SCALE CHECKED_ J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC -- PROJECT NO.: 4969 Jiiinau.€;aso‘,.fttai....i. 411111111111•111111I .., _ _ -- _ . ---------. - CA- CA- CO • CO V). \ID) it::: 0 \ %., i ('-B) CD \ . -/ --._ V te te (10- V* B A D C 6 100-A-009 100-A-008 100-A-011 100-A-010 CU 0 0 I I Cl. -- ----, . CA- . ---- -- . • EA- te . (.0 CD / E ( ca E a) ---.------------ ' u) z -to .,--...1 .---.-_-■ I to ta , , hi . REMOVABLE TRANSLUCENT ;,./ „ to /, 1 , , • . FIBERGLASS SKYLIGHT D .. . v. 74 - --„ . • . 7 . • .- 7i .--:i . % . - 1 PRE-CAS CORNICE • 100 /41011 /, . '', . --.- 0 0000/. 4%141•1 . 7 • . ELEV. 164.33_0_ z .- • 4" CMU V: NEER --.!.. • TOP CONC. •. 4.- - .- : -4 kg to g A ._. --4-- 4 \ ,. - .. . 1 • , 4 PRE-CAS CONCRETE LINTEL , .,;„ ,,i • \__ ELEV. 163.67 (1) 4 11111111111 '-' 11. .1_ :4 . 67 ' i- 1 I __ 1 .. 1_. ._ ____________1____ ___.... ....iir SEE STRUCTURAL . . 4 6. 4 j " 4 A.. ROOF TRUSSES - 4: • -1. A FLUID APPLIED ROOFING OVER e. , .,.. . - - . ... METAL ROOF STRUCTURE - . ,, . .... CONCRETE WALL - SEE STRUCTURAL • . , -..• SEE STRUCTURAL . . • • .. . A-.. ' STEEL STRUCTURE - i•-.2 % • . , TRANSLUCENT SANDWICH PANELS -4. - SEE STRUCTURAL . .HVAC ROOM • 2 , • . / CRANE RAIL BEYOND :• ,..,,,,„-------- CONCRETE WALL - 118 . . 2 . / -.. , CMU VENEER • • * ---- — SEE STRUCTURAL . - . ; .. / • . • ELEV. 150.5(24_ -,-_, - ----------- ---- ------------ ----- -------= ----------------------- - ---------,-- --------------------,_---- ,--- --" - -------------- --- ------ --- ------ ------------- ------------------- ---------- -------- ---- -------------------- -- --ELELL.---, -------------------- --------------------- ---- -- . -a •1 • - - i---' - '" ' . '' .. °- . ,.4 - • •. . •**V . - ' A . • . . "A. / SLAB 4. - . . . - • . . 4-:,.4•. .4 . _ ; . • . ' . • . .-. ... - A / 4 , a A• • A . FINISHED GRADE . . - - •As. e - .-A 4- PROTECTION / . .41 ' 4 ,, :43 :.. DRAINAGE BOARD - . . . .°•. OVER FLUID - . APPLIED .- -A 44: WATERPROOFING •:. --4 -,- FACILITY ACCESS AND . .' EQUIPMENT LOADING .. ELECTRICAL ROOM .••• :4 111 _,,/ GUARDRAILS (TYP.) - SEE STRUCTURAL . . :4 A 114 _ .- . .• . ' r. NN__ — ---- — --------= ... _ - _ •... CONCRETE SLAB - 4 ' .4 4 - SEE STRUCTURAL . . . , . •.- .4 --- . 4 ., . 17 _ _ ____. _ ___. __„____ __ _________________„___.___.. ___„____ _,---__—_________ __ _________ _____ ______ ___________ __ .__._____:_r.. ,. , .: :_ ..i .. .,7. ,. .., .1. .. :._:' -41. '. .. /. ... . . .. . .: ..... ,,., ,. ...,. ... . ... ., . .., :,.. . . ..,.. . . .. , ,. . ,.,.. ,. ....... ... -.4.._. '.. ELEV. 1 32.004_ . . . - - . 4-43 !I •4 4. . .. A .. TOP SLAB - - -•• . - -• - - • - - 444 .4 4•if ' . e 4. - .• . ,' ..i ..4 4. - . 4• — • • 4 '4 -. 4 . - 4 L,. . .A.. . 4- • '4 . • • . 4 .-. 4_ - -0,- • 4 4 - 4 (A' 4-41 .•' - - "g . ... A • . -- -. 4 Ea 4 . , * di 4, . -.4.:3- 44:: :". 1 , - ••■ IS . . a 4•4. A ) ,,.. A -. .- 4 - - . 0 ( . . ( . . . ___,...,.,,,r,„_, _ ______Lii.:_____ \ , , 4- - 4 to. 40 ...........:J.,,.,:iL.......- A . ift . . . I \ 9 - . . , \ 8 . \ _ 10 - 100-A-018 100-A-017 in to : 100-A-018 0) c(S3) C CD r4i: BUILDING SECTION E .,' t -100-A-012 . 2). . . . . . 69. FOR PERMIT APPLICATION 100-S-038 4A- 0). ift• REFERENCE STRUCTURAL SECTION '' 1.41A ° MA/4114Pr I te Li. COUVER,WA. , in. (4>_,,de 69 69 69. ii NOTE: ir. . . REFER TO 7/000-GA-007 & 81000-GA-007 FOR WATERPROOFING DETAILS AT FOOTING AND BELOW GRADE WALLS. LO LO SCALE WARNING SUBMITTED BY ■ cp v) 0 1/2 1 DESIGNED J. McKINNEY -V ARCHITECTURAL SHEET: OF tr) '6 i..gsn.......J (PROJECT MANAGER'S NAME) LICENSE NO. DATE 'IN DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-A-012 z 1/4" = 1'-O" IF THIS BAR DOES DRAWN D. ZIESEMER ( 0 ) M IN H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION BUILDING SECTIONS - 5 ..0 NOT MEASURE 1" 0 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 --) THEN DRAWING IS Our tOmmikmesn4 “ dear NOT TO SCALE J. McKINNEY ' -.- - - ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO 4969 MIIIIIIIIIIIr , v - _ - ta- d, V C 1 B 0 A , 1 , B D C 6 100-A-009 100-A-008 100-A-011 100-A-010 ru 0 0 a. I I I I I I I (A• . (0, *a E co C '6 0 = 69. ER Eft ARCHED ROOF ER D: BEYOND a) , 0 . --- . i--- — PRE-CAST CONCRETE . , . CORNICE / / CMU VENEER ----\ ____.-----,.. -....„,. • _-/-.- --------..- ELEV. 164.33_0_ . . . METAL ROOFING BEYOND . . . . . . , ToP coN6. • ELEV. 163.67 (1) ,........, ..41" ---- --- ‘ '---- --- . _ . . • \ .--- . . -1 TOP CMU • . - / --- h., ELEV. 160.00 I All • IIII■ ) _ __ ______ _ (1)-- TOP CMU - - - \ .... - Nammorm 1-IML'4111111116... COURTYARD it Amps, - - 1,Well■ 49-1-- . • li . ; a.,'■■■■:111■■ CORRUGATED METAL ____ _..------ '.011011 , Ai I OPP" 4.44 0 , = .11.1011111 '1111111 \ I ,40,''.------ S D NG BEYOND 00 L-'- . 0- c_-.:-..= ._==ill ' =='NZIIIIIIIIIIIIIIhZillIllIllh■ =''qNhri711111111Nllkh■- • 0 g g / \ , 1 . . 4 ".:-.-'- '411%11.,W11111111111116.- =7.= • - 0 0 ,IF,, 4 \ , = 'N4111111 I L '11111111111111111111111111111111111 \ -, ° . - • - • • : • '.4 . • • • - 4 4 -. . 7 4 4 ° - . • • • ._= _ 4 • 4 - a • . 4 • • A 4 - " • ' 4 - 4 • 4 ' 4 a I At • 1... 011 • ' 4 • • 4-• • V 0 \ 0 0 al • . % i ....... - % ) il Ill 4 .= INI1466., ill 111 /' 4 a ' 11411111011 0 ELEV. 151.00 .., . = 111111111•1111/MICE, ELEV. 150.60 1$•. - 4' • • - 4 ' ° •• ' TOP SLAB ACOUSTICAL DUCT 4• ii FLUID APPLIED ROOFING OVER \ TOP SLAB . • 4 44 . 4 - A ..• A - V I LINER OVER . 1 II CONCRETE OVER METAL DECKING - - - 1 4 . . „, 4 - . .4 ...° . ... - . . • V 4 4 ••••■•.* • METAL FURRING - • III SEE STRUCTURAL 9 / _ ,. , - . _. II 8" CMU WALL • FINISHED GRADE - IIII 100-S-051 , . ° . - SEE CIVIL ii STEEL STRUCTURE - . ., CORRUGATED METAL . . II SEE STRUCTURAL STAIR #4 4 4 • A . II SIDING BEYOND • - . . il -l 12" CMU WALL ..• , . IIII A I FLUID APPLIED ROOFING OVER •. I . mi SEE STRUCTURAL - . 4 I CONCRETE SLAB ' I 4 . II . 4 * 4 II ' DRAINAGE / PROTEC4N BOARD 4'. . - . A • . OVER FLUID APPLIED : _....------ SHEATHING W/ METAL -° 11 • WATERPROOFING _ 44 0.- PANEL WALL SYSTEM ' . FACILITY ACCESS AND .--- ' ..-. OVER 3 1/2" METAL.STUDS ' 4 • EQUIPMENT LOADING VFD ROOM "A" ELECTRICAL ROOM • 4 " • • * 111 112 I 1114 I ' 6" PRE-CAST CONC. 4 .1,:ow.----- . PANEL 1 ' . I . CONCRETE SLAB - ' -4 1 A I SEE STRUCTURAL i. , • .4 :" ' ELEV. 132.00 TOPSLAB-•4 4 4 4 * el 4 4 1 , 4- 4 444' 4 4 4 . ..;. . . 'a . a - 4 - . '.4 -a • 44: -.4 .4. . ' 4'4 4° 4 4 4 ' 4 A .A 4 . 41 • 4 s . 4 1 A I 4 / - . -4 4 4 • • 4 . A 4 4' • ' . 444 A •44 -• -- 4 ' • 4 4 ' ". - .44.. 4: .4 4 '• A • , '•' . . - . 4 ' . 4 4 4 * . a-• ' • 4 * . • • • . ' . A . . .. . • 4 4 4 .• • . . 4 A _ • •. • •• 4. .. • 4 4 . 4 - 4 .• ,• A 4 : 4 • • • ' • .4 * di • . • . A 4 4 - .. . . • • . , A 4, A 44 •4 A .4 .. . . : ". • 4 4 ! -4 A• . 4 O A 4 A • 4 . • i A 4 • 4 ER A. A 44 A ER 4 ..--...--t 4 • ---- ER i 4 Is ) ° A . 4 4 (1)- a• • 4 te \ 4 I 4 Ea .---1,..„----_ ---:N.,..„--- (F)• ° ' . __ EA. .., . . . . S . teA . ■ -. . . _______------ \ . 12 11 \ 13 _ . \\ , ____ _„..... 100-A-019 100-A-018 100-A-018 41)- 69 EA- : I C +CD i7,-.. BUILDING SECTION F .' -t-5 100-A-013 ED_ ,T-5 (A. HVa. 69- ER 100-S-038 69- ER - ER . s. ER REFERENCE STRUCTURAL SECTION 69. ISD 4 ?c, 69 69- ER AllA ER ER v," A 69- ER ii;,. 4....c. _ _,yo y 4(.---) , ai NOTE: ii 1-'' VUcOUVER, 1A. .1 REFER TO 71000-GA-007 & 8/000-GA-007 FOR , FOR PERMIT APPLICATION l'>,e' * I WATERPROOFING DETAILS AT FOOTING -( 0Z oF (0) AND BELOW GRADE WALLS. in Lo SUBMITTED BY c) SCALE WARNING c..) 0 1/2 1 DESIGNED J. McKINNEY 55 ."4r ARCHITECTURAL SHEET: OF Li) 1 1 0 ) ) fill IN H --It, ,.. DURHAM FACILITY DWG: 100-A-013 6 — - 1/4" = 1-0" (PROJECT MANAGER'S NAME) LICENSE NO. DATE INFLUENT PUMP STATION z IF THIS BAR DOES ZIESEMER _ IN ASSOCIATION WITH: CleanWater services PHASE 4 EXPANSION _. -- NOT MEASURE 1" DRAWN _ _ D. SQU1ER ASSOCIATES-ENSR INTERNATIONAL BUILDING SECTIONS - 6 DATE: 12-22-2004 0 --) THEN DRAWING IS 0,4r con.rntAmeita. 1.4 clear NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 , 44■-': ., ,, . ,, ,. • 111111111111111/ ,.. , (2) PRE-CAST CONC. CORNICE - MANUF. - - - 1- - - _ _ , .. _ - --- - - IN (3) EQ. SECTIONS _ _ _ - - _ - - 2. 6-' . METAL FLASHING - '■ /k ■• . 5 (I) r444 , 1 0)7 . •• ■' ift ■ .. - - - - - GRID LINE 0 to GRID LINE LII J3 d■- - ___ - ..•# fd imiSIMk.1 . _.,iii• . .. 0. . .0 . io'° At• iti I ' • • 4*4p. ro . •.# ■ io OW-GA-0'16 _. -■ 1-5 .....0 a_ .. • ________ . . 40 \frAl *44' ■'#,., to tO , Willp (1) : co I -• A#4 I . ■# . I ta. !/' • • • • Cr; ' ) METAL ROOFING OVER RIGID 4 Du) ' INSULATION OVER VAPOR BARRIER .. _ 1 0 / - . . ______- ROOF TRUSSES - SEE STRUCTURAL PARTIAL SECTION K 100-GA-006 100-A-014 (-- --\\ (2-,)' ) ..4_. (4.-- 0 0 _," 0 411 ARCHED METAL ROOFING I T.S. ROOF STRUCTURE I 4 4 A 9 4 -,-- ...------ -----.., vai.or....14■14..ir......... ii...slinealIa.or tr- - 14 Ole"' 191.* "r"...491p-. lige 14 0.. 1.41"1. 1p. 0 I ) /- --s- . #4 *N4 ./#4'' /4 • 4.v / \ ,\I \ A , & I ea W ELEV. = 164.54 0_, 'Ill III • I, ..... ,ii - ii,. . 1 TOP BEAM 7 ii , -F 5 __, _ _:,..., 2 I ---:: :--- -- •, _-_/.....-- -,. .,-- -,----- - . ...,- - - --- -71 ,,-• r. — — — -.711- ^^ 100-GA-004 • . -,. ..-• I .\ / I . I *\ i' --- \ 8 •-,.. . .., 1 -. .- C-. -1 - / L\ -,. ....--- ...---- --_, . ( 8) MONNIMMINMIIIMIMIMM Ar EDVI o= 1:001.1\12 9T r" i ... . r. \ A ''' .R= 8'-6" ,-- 1 \ 7 _ \ 8/ . iL , 100-GA-008 - --__. . .-- - . z. ,- , . - -., . • — •-• - — - I / \ -1 - -, 1 / \ . . .---OPEN BEYOND .--.,. 1 : . 1 ., . I .- '. . OPEN BEYOND - I -- . I ./ \. 1 ..,-- ---.... I ./ \. - ,... , - ./. k: A K 8i...) • , , .., /\ V_ 1_ = = = .1 L____ = = = __I I I -: M I I I_ I I I H I I I III PRI ----\\_. ___, , TRANSLUCENT WINDOW PANEL METAL PANEL e..........a 4 ELEV. 154.00 METAL PANEL WALL SYSTEM TOP SLAB OPEN ° (-11—\,1%\\y\ OPEN , METAL PANEL .7- OPEN OPEN OPEN OPEN z.: 151/ WALL SYSTEM /1 7/ — OVER SHT'G.OVER SHAFT SHAFT / WALL SYSTEM SHAFT SHAFT SHAFT SHAFT 4 4 A , , OVER SHT METAL STUDS G.OVER 111 II: METAL STUDS MY 41111. TRANSLUCENT I : I I ACOUSTIC DUCT I I ii I I I . WINDOW PANEL IIII IIII . • PP" 1 METAL STUDS 12 = 100-GA-002 .- . I . M TAL RO F JG ° II N — , ---- 1 - - . .,. — RAKE DETAIL I I i :ta I { 1 { _ _ _ _ ,- 001_ i.111111111111100100° iiii 1.1 Illi'l• I.' I .. .°1 °4 al 1 °I 441 . 00k te' I '-'4-, - I I I 11 '\-- i a N / I a 11 4 a :41.,„■''.''1...' 4 ,00toe . SUSPENDED•ACOUST. CLG. — 1 . :-- z' '\ - - SUSPENDED ACOUST. I U CEILING a 1 6? . . te 7;" A . is -Y •CM 2 • RECYCLE GYP. BD. ON . ...„„ - —I , ko. 1 1 I SCADA MO ITOR ROOM PRE-CAST I SCADA MONITOR ROOM TOILET STORAGE ' METAL FURRING SCADA MONITOR ROOM . ... , I .,.. ... 1 .. 1 CONCRETE 116 116 I 117 1 121 . I 116 SS' l'-:--: : -. ... -. - '...- ,. . :-.-: . . . .. •.• , ,•... • PANELS 6" METAL STUDS . i 9,, - .clici,C.) 1 ., , . •-.. . • . --::.,• .---. :-, • - .*-...-..--f' I --_, I I : I I I I i i/V/ 5/8" GYP. BD. i ° . 0F O - g" :••••••....- ..,.. .... . .. ... ... : t3 . . .. ..... ... . . . . . 44 2 •. • • .. •..... . • . , . - I . '15 • - •--. -.•.. ..-.•.... -• . .. . . .. . • . • • • •- ---- -• - - • . - .-- - PRE-CAST CONC. PANEL Ea . .-' -. C0lifiVER, A. '-:2: ::'..... s. .: ELEV. 132.00 ELEV. 132.00 0_ to , a ' • . . •4 4 a. a 4 4 - - A 1' ''. • .... • ' I TOP SLAB . a • .. 4 1..■. . a ...,, . • . a 4, i, . - 4 a . 1, . •4 . ° - . . A ' • 4 4 a i 1 T •1! . . .., . -.. . ._ • a ' • ' 4- . . 4 a . 4 TOP SLAB A • A 4 4 (f* 4 4 • .a a • 4 4 \4 4 (4 3 4 , A- 4 . 1.-- 4 . 4 . .03 , . . I 4 4 . . a ' 1 A a a i a a . - ' ..__ . _ -- . \ 15 ,,_..._ _ _ _ \ 15 • - \ 14 ir. 100-A-019 100-A-019 100-A-019 SECTION J Sim. SECTION H FOR PERMIT APPLICATION PARTIAL SECTION G 100-A-014 100-A-014 100-A-014 0 1,.. .... . ..... 2 SCALE WARNING SUBMITTED BY 0,) 1 DESIGNED_ J. McKINNEY "NO, ARCHITECTURAL SHEET: OF Lo 0 -1/2 ( 0 ) M VV 4r 6 INIII 'l (PROJECT MANAGER'S NAME) LICENSE NO. DATE 'N‘ DURHAM FACILITY DWG: 100-A-014 z 1/4" = 1'-0" IF THIS BAR DOES DRAWN D. ZIESEMER H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION INFLUENT PUMP STATION .0 NOT MEASURE 1" 0 SQUIER ASSOCIATES-ENSR INTERNATIONAL BUILDING SECTIONS - 7 DATE: 12-22-2004 --) THEN DRAWING IS Our corttnttintehQ t, clear REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. MCKINNEY (COMPANY OFFICER'S NAME) LICENSENO.NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 ,.. 111111111111111111111/ , - ot). fi TOILET ia RECYCLE STORAGE (43, a) HAND SINK I 117 I [ 121 I ., , _ I _ -0 ...„- -,,,...._: to ka 1 1-9-12" 03 5'-0" CLR. , .• 7IR • . 4. . -*/ I r"-.'-' .4 4 • • a 4 4. 4 • i cti .• • r .: • .. • 4.4 " - 116A . , . . . . . . E,..........,,Azzz ...j • .A L . 4 ... •• - ' . ' • '. • '. . . : : • • . . ' I __ __ IMIAIIMAIIIIMPAPPAIMMIr \ 1 fl_ GYPSUM BOARD - --1-t- 1 D.S. Milk Cgs. + ; . cv-T--7AD CERAMIC TILE WAINSCOT I H b ! a[ ] ......i 0 0 11-A-0 5 Mil • .(4 , En- ,0 \ Cl 21A) , 100-A-014 a) :..z.-7. rbg-A-00L 11111111101111■1111111111111■11 E GRAB BAR \j ' co ib E 11 T_ I _I 1 ? L ---------,L--1 CD 6° TP DISPENSER \-- ---\ ' r 11 Ali 1 VP p 3 ., (ft Q3 WATER CLOSET rermi M 100 A-015 METAL STUDS @ 16" O.C. ,.*-- ----------- = Zo - SCADA MONITOR ROOM 0 I .1'. .41. r CERAMIC TILE BASE cr) ( - .. 1111 / ,,, I J I 116 1 1 1111 \ \-- 100-A-014 „... ---1 ' 411 OUTSIDE AIR INTAKE TO ROOF - SEE MECHANICAL __/. 18" /___ I - if .........I • . EXHAUST DUCT IN FLOOR - SEE MECHANICAL 42" 54" / / / / I , ACOUSTICAL DUCT LINER TOILET 117 A TOILET 117 , 1/2"= I-0" 1/2"= 1-0" 0 4 0 ENLARGED FLOOR PLAN 1 1/4"= 1'-0" 100-A-015 I I F- M 0 W SCADA MONITOR ROOM TOILET RECYCLE STORAGE - . I I l l ,... ..., rt I 116 I 117 [ 121 000-GA-004 - „ V \ 0 .°. .. L..............-11 GYPSUM BOARD (PAINT) :: :>.---' u... ,- CY) - • . . 4 . .o, . . . . 4 . . . c ..•.• • 'V • • . I (......,-.t, . a 4 ..• - .4 A ,. • • • • 4 - • .• . •.A.4 . 4 .•. . N 4 . 4 • • . ' ..• . .4 1 - • 0 P. LAM CABINET „ . , eIIPAPAPAVAIAPAIPIIIIAVAVAVAIP'Ar 1 / - \-- _ WALL HUNG HAND SINK cs 1 i / / + (ADA STANDARDS) \1/4 r(.5) "EN 0 w \ w I H 100-A-014 1:1---1 1-- i I IL' -411 /1 \ -11=1 NB GWB I\ (11 liN 1 1 , _______ ________ , te Mirk \ CO MP / GWB \ MY vy 69 \ / \ / to CERAMIC TILE BASE . 2 2 to I 40, Zn "4 IViH. MiH. ,A. 69 SHAFT to N CO I j I SHAFT / \---13-/ 69 6e- I I I I I I I / / 69 No \ \-- 69 100-A-014 , te , , , , L_____....i 1 T \T ii T/' ti , , ,...-,2 .:'. SUSPENDED ACOUSTICAL 1-3 E CEILING SYSTEM SCADA MONITORING ROOM 116 . 4 to. 1/2"= 1'-0" 0 411) tft o). 41, te Eft 40-13 1111) kn- En. .S.7 i I e te REFLECTED CEILING PLAN 2 (.... kn' 03 ti, l te 1/4"= V-0" 100-A-015 ., . K . W4 it. •:-t- VA UVER, WIrel ,z...-'• FOR PERMIT APPLICATION 414.--- cvg Of LO N. to SUBMITTED BY c) SCALE WARNING or) 0 1/2 1 DESIGNED .J. McKINNEY -ow ARCHITECTURAL SHEET: OF U) O.'. 6 ) ) M W DWG: 100-A-015 z 1/4" = 11-0" IF THIS BAR DOES DRAWN _ D. ZIESEMER (PROJECT MANAGER'S NAME) LICENSE NO. DATE -N DURHAM FACILITY INFLUENT PUMP STATION H IN ASSOCIATION WITH: CleanWater Services PHASE 4 EXPANSION STAFF TOILET AND ... — ---- NOT MEASURE 1" 0 SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 --, THEN DRAWING IS Our comrownitem, it clear SCADA FACILITIES-- REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 mi. s• ' - • • _ 4 0 METAL ROOFING OVER C ) RIGID INSULATION OVER ROOF STRUCTURE - -41111 .,„... 'Mr 'IWWIlliliiiiihii- a, 3- . 000-GA-008' , VAPOR BARRIER ------ -___,.. ' 1 va. METAL ROOFING -----_..,_. ELEV. 164.67. a I - - --- - . sip., - a, — T - PRE-MANUFACTURED TRUSSES - 1 f x, A --0 z RIGID INSULATION -; :I ) _ _ _ a 1.. SEE STRUCTURAL \-L a ,4. ■40114,,,. \ 4.4*A VAPOR BARRIER . •-■,„ 3 bi *•-• ,, ■: ro I 000-GA-003 a titio„,,, ACOUSTICAL Z; , *-.%,,;, 2 METAL DECKING cl. 000-GA-008 . . -.21". w4.4"4:L„ - ---- . NN\ 04 • ''i • \r, 000-GA-008 a *Tiak f). CONTINUOUS GUTTER ELEV. 160.33( _ ELEV. 160.3q _. ELEV. 160.33 oak_ I TYPICAL ...-\ , 4 TOP CONC. .4 ' i A TOP CONC. \V i 4 TOP CONC. stiic 4 . . r 4 4 ACOUSTICAL METAL DECKING , r . t.cii ib / 5B _ ______ . .4 . 4 4 . 4 1-4# • IA CO SEE STRUCTURAL FOR CORRUGATED METAL SIDING , / ce EN 000-GA-003 L: GA °- ' CONCRETE WALL - II FRAMING BEYOND - E? OVER METAL FURRING 4 A o ;0 . ___, ---- SEE STRUCTURAL r (2 Z\I AT JAMB A Pa 4, CMU VENEER W/ r =.4- / FLUID APPLIED ROOFING OVER CONCRETE ELEV. VARIES --- -- d <I 4 / , 7 OCO-GA-006 2" AIR SPACE 4. rA 4 P4' A <7 r 4 a CI) Ce ZNI 0 Zo ° -C7)'1 @) T._ TRANSLUCENT WINDOW PANELS 4 AT JAMB 5C rrr „ ,-..,„„ TOP SLAB a -”"^ Ai' a' '.* • 4 . : 4 4 -e- ./ 2 Et) co CC EN METAL WALL FRAMING 000-GA-003 ..----- - 4 4 4 A oo_ 60 METAL PANEL WALL SYSTEM -• 14 "Mr _ _ - • .4 4 c- AIM A 000-GA-003 r r. „ n ;I- ---1 ‹ - CRANE RAIL - yj- u) 44 4 4 ' - ---- V A F----'1-°' '''------- u.1 b riv SEE STRUCTURAL Di-f--- 1 4 ' . A co ... Ni . , T .....0. 11 4 0 CONCRETE SLAB OVER <1 CONCRETE PIER BEYOND _. 0 .-4&, .4 '•9-, A <1. 4 VENTED ACOUSTICAL METAL DECKING - , 4 rd Cr) e? (f) • v I FY, VII, SEE STRUCTURAL r—,..---t FLUID APPLIED WATERPROOFING - Li 4 r ,- Ito NNN 4 r Ci) . TYPICAL 4 4 W Z71) cn 41 iiir, a _ A r w EN Ct U A `I . \----'-r 000-GA-003 0 1 ANNA SEE STRUCTURAL FOR CMU '1 4 0 zo r or TO METAL DECKING re — a w 7 .76? AllIS. 4 4 row 12" CMU WALL- 4 11 Or ;I" X i CO W I Allii I.4 r4 SEE STRUCTURAL FOR [fa a tr Fir A u) AIIIIA REINFORCING 4 4 - V V V 4 r H Li- re Mr A • 4 r I. API", /1111/ ** A IT MIA 4 .. kt- iir .. 0 IT ED 0 4. ACOUSTICAL LOUVE1R - IMO 4., .,, _ D V imp III.44 4 a 4 A n il .-6„, c.) 0 DUCT- AS.. rNi Of 0-GA-0,13 Er . L,...4. © ....i APIA ../ ' 4 SEE MECH. \ AT JAMBS Er <7 6 o b . 4 A r EE. ZNI AMA g 7-'? >- ME' f,ANII4 • _ ri co ct EN ii H -0) Ajec, 4 , . • A z-,0 4\1 AllAr row 4 Fat , AI; All a 6 .';:i- • - - r 4.1 A .1 A 2 Fe,• ', * MOVER, WA, , .1 40 .'4 A A **.Pe, ‘ ....: , re r . . . CC EN H ' 4 . .d., 0 ..& -f.h1-- - 4 A .A C\--OF OVv. ow - -4 re 9. elni 2 . I A ciL) re low 1 4 4 r 6 .111.4, co A 1 / rimy 000-GA-002 NN/ . .0' Lli ? CD 000-GA-003 Aiiii A ,D II Fir 4. o zo ( 4 1/ ELEV. 136.33. te- ANA vi, —c) a d ( ' • I = Z TOP CONC. ab3 /EV ...c2, o .1 AMA kt- ELEV. 136.00 .*ni, ELEV. 136.004 toi r 4 r < TOP CONC. - \ - TOP CONC. STcEL STUD FRAN/IING E A A ..., . -------- -4- . ----....„_______:_a_ MA GYPSUM SHEATH NG 1 4 sz.' All: 4 ' 4 ii ------'-'*------- lei) FOR PERMIT APPLICA ON 46 SEE STRUCTURAL FOR CONCRETE SLAB - 4 4. PRE-CAST CONCRETE PANEL 2? F v --;t- -1- --6 A 4 A CMU TO CONCRETE SLAB SEE STRUCTURAL 0 0-GA-002 ' I kaa F r </ 4 4 ,t VAPOR BARRIER 9VER v. A te A <7 A SIM A .------ GYPSUM SHEATHING . . At • r a . At ELEV. 132.001} ELEV. 132O + T T ELEV. 132.000 y ELEV. 132.0(0_ TOP SLAB , . . °*4 /4 . . TOP SLAB. 4 - TOP SLAB . , • d - 4 .1 TOP SLAB 4 • <, 44 4 4 4 ,d- </ 4 .4 1111 te 44 4 4 A . 4 4 4.4 - ' en A \ FINISHED GRADE , - 4 v VV 4 FINISHED GRADE VV V ‹ <, ..._ , 4, 6 4 4 s .I .4. EL-- - A N.....,...4_,.._ , r---,,,j ----- • - ii SECTION 4 A REFERENCE SECTION 3 A REFERENCE SECTION 2 A REFERENCE a---N'''.1 4 IS E CT I 0 N 1 fEk STRUCTURAL STRUCTURAL STRUCTURAL . 4 0 v - - -S-03 V 100-A-016 100-S-032 SECTION 100-A-016 100-S-032 SECTION 41 100-A-016 100-S-032 SECTION 100A016 1 01■,,,,, to Lo SCALE WARNING SUBMITTED BY cyS ARCHITECTURAL J McKINNEY -4410, SHEET: OF 0 1/2 1 DESIGNED . — I ■ 1 ( ) ) M W •itt, DURHAM FACILITY DWG: 100-A-016 (PROJECT MANAGER'S NAME) LICENSE NO. DATE INFLUENT PUMP STATION z , 1/2" = I-0" IF THIS BAR DOES DRAWN D. ZIESEMER 11 IN ASSOCIATION WITH: ClearNater Services PHASE 4 EXPANSION .0 NOT MEASURE 1" WALL SECTIONS - 'I o SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: 12-22-2004 -) THEN DRAWING IS Our commitntem ti.. clear NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO 4969 7'-„- _- --:- - - - I PRECAST CONCRETE CORNICE \ 000-GA-006 ,A) 1 1 _ . , --------, . 1 . .----- , z 000-GA-006 FLASHING AND . -_ :: -- - i ---_, . yr - - 000-GA-006 , te , COUNTER FLASHING to 13a ./ ?00-GA-006 (A) ELEV. 164.33 010-GA-015 --. -61- rt-) ELEV. 164.33 ' 110.-- - I - - ----- - ------7 - ELEV. 164.33Arkk ,_ - -- , - -', - r - : - - V 1 _ -1-i TOP CONC. TOP CONC. \-IJ . ._ - - - TOP CONC. -I.J ELEV. 163.67 1) f i r7 v ELEV. 163.67(-h W to - _ _ . .. ---------, 1111•41 _ ____,....--= 4 r A 4 40 • TOP CMU -r---- . .4. , rd; / 1 • - / m- TOP CMU ili 44%41444p \ r r 4 - i FLUID APPLIED WATERPROOFING - <7 /A, co FLASHING AND -. . 4 - 0 TRANSLUCENT ki. , . PRECAST CONCRETE CORNICE - fiz - Pri frA, COUNTER FLASHING - r 4 OVER CONCRETE OVER t ffilso ACOUSTICAL METAL DECK a. HATCH ON A I 4 7 000-GA-006 riL j .4 A . 4 CONCRETE CURB - . : -• or 4.0 - , .7 , r_., . <4 .--- r , L 4 < v • - <7 r' te SEE STRUCTURAL • • -:-'\ . \ 41 Liu) b 4 4 . . ... ..- .. _ 4 • / A r - / .1 r 1 a r ec N It (4) - TI ' 5 E .'1---- v •4 . CONCRETE WALL - . A 4 . .0 co .- - . r )•E \• r_ • SEE STRUCTURAL ,. 000-GA-006 ' / 0 , ' ...1 .4 . . •■ _ t 4 \. ......_4, . ---1•4 M . 5 .7 - -4 a • -......,- . CMU VENEER W/ ra - 41111111:1 - 4 . - r to .7 Ad 0 • 7 000-GA-006 2 .-.±,), . . 4 2" AIR SPACE ..0 •A < ,_ - - . A 9 co • , , 4 ' r SIM. .,,,..,, ,,, ,,„ft • .4 A co 0 r'4 • ' 0 P- . '7. CONCRETE WALL - . , • • 4 " A A * 0 4 • / TRANSLUCENT WINDOW PANELS w , -• SEE STRUCTURAL 4 4 . • A 771-4- P' - red 4-4.. • 7 4 4 / 4" CMU VENEER r i.11.3 fb•- A A • CMU VENEER W/ co -. 4 p2 r "' -'' 000-GA-003 4 ' 4 r ct cNi LI 4 2" AIR SPACE 7.4 , 4 ' 4 CONTINUOUS WATERSTOP - .4 4 _ <7 0--- . <71 . . . SEE STRUCTURAL o 0 • 4 - 4 A 52-t 4 - AT JAMBS 0--- A - 4. r‘d 4 . .-- FLUID APPLIED ROOFING OVER r 4 2 --9 <I it I - - 8 "41 4 "4 1 v A ' r CONCRETE SLAB - - -.0 9, r co Ct ZN1 ii A 000-GA-003 SEE STUCTURAL , A e - • A - • 9 •14 . f4 . A EL,,ey , a 4 , 8 . m 4 - - '1 000-GA-003 4 r , . wr Eil lb 4 III ---- - A. . .1 - - . rr, iX ZN 4 4 Z 000-GA-006 ? • 7.A. cf) I . , ' 4 - v •----' 000-GA-002 / • 4 - - -• • II / .<7 A SIM. A •- .4 . ,--4 . . P-- - © ELEV. 150.501) i ELEV. VARIES 0 Q-2- ELEV. 150.50. . • d 4-- . . . .. -.1 4.. - .1 4 . 9 . 4 TOP SLAB r.4 4 A 4 °• TOP SLAB 7 4. kf---, co <---Thj TOP SLAB 4 r • <• 4 . . 4 • 44 ' - -4 .: • 44 , /F:AAA• 2(0{0 ..1 - k ' A • - . .--I . A . e - 1- 4 .0 A " . ' • 4 41 re D .. <------A- ----._ . . ______---- I • A 0 fio X - 4 - ml 4 < • L . 4 r .1_0 o ° --- - 1., 5-...2, . co . .4 - . r 4 ...i 4 " t•-• 1--- SEE STRUCTURASL FOR * < - ' * ' CORBEL CONCRETE SUPPORT a • . - . 4 A CO 1.1# W . <I "' 44 it 4 0 4 '''' ) <1 4 : . .. 0 --do L.L. 4 C.) - . r A --- a 0 ce) - < ' < • 4 -4 Z .1. • - ' 4 L4._ F-13 ' . 4- " r cJ) ce 1.1.1 it? D - .. 4 - 4 .. 4 1.4 CO - I 1 <4 0 W C\I I I 0 . . 4 _1 . A < . 4 , 4 4 v .1 . < v 0 cc a • • • • . -4 ' 4 4 6_ @) 3 ° A V VV1V v I--- 4 • , < . v - "1;zr_V V 4 0 r .4 4 0 .. 4 fin-I d rX - < -.1 4 -, (1) Y- E' _ Z W N >- 44 V . Cl) •4. STAIRWELL - V FLUID APPLIED WATERPROOFING - II 4 V 0 zo 1- 4 I ° 1 • ' 4 1- SEE STRUCTURAL FOR 7 TYPICAL -. . / - a - 4 d< - .1 44 A -_ _ -. 4 -§- STAIR DETAILS ' - ' kJ- ° ›- .4. SEE EXTERIOR ELEVATIONS FOR . . 4 - u_ iii) ?•(•:;) 4 v 4 TE CMU VENEER VERTICAL ' A co ec6,1) AprN w , 44- - CONTROL JOINTS - . cc 'EN ii • 'Cs,V---- '.- - > o =60 ") 4 - ./7 4 . <11 TYPICAL . . 4 - . 4 - • re - 0 4, - ‹- 4. ZIT i pa J. Mdaitif:Y :-.). 4k1(1744.4:4-i , . 4 • • ,AA 4 ,„ .4 . f1 4 <, . . , co i V . *1). V r■N,C)" , (0 4 te .4 co <7 Ct N seet's tr3 4 ' .. 4 , 4 PROVIDE WEEP HOLES . - --- - - • 0 zo 4fAiNt. (a ail AS REQUIRED 'C. OF 01-' *4---.-_ ___ e," ---.° 0 or) te . • A , 4 ' 4 PRE-CAST CONCRETE WAINSCOT PANEL - ELEV. 136.00_ _ . ._ 4 - SEE sTRUCTURAL 1 TOP CONC. \ / E , .4 - DRAINAGE PRTECTION BOARD OVER 44 - . 4 c° .1 4 io/ 4 c FLUID APPLIED WATERPROOFING . < < - < • 4.) CONCRETE SLAB - • • 4 , 1 -______ ' _..- ' ' I O.% CONTINUOUS WATERSTOP - . . 4- . A SEE SEE STRUCTURAL t; .04 Ei) 000-GA-002 El? SEE STRUCTURAL TYPICAL 4 / . II ' V: ' , . • _________ La" ' 4. L 4* .* ;I* BELOW GRADE CORBEL - 03 CONCRETE SLAB - CONCRETE SLAB - SEE STRUCTURAL FOR PERMIT APPLICATION v, A. - SEE STRUCTURAL SEE STRUCTURAL 40 4 E1 (4). <I' Oa. • ' • ' . 4 . I . ' ELEV. 132.00 0 / ELEV. 132.00 - • 1--- _ < 4 ELEV. 132.00(I) 1 , ELEV. 132.00_0_ 69- . . 4 -. ,k <4 • • 4 s ci<A . 4 1 TOP SLAB . i ,, . • < TOP SLAB 4 .`1 A - 4-- TOP SLAB ----\. \., 4 4, TOP SLAB . `-` 41 :*t v 4 40 .4 A • .1 •. . • 4 ' . " • <I' . 27 44_ 4 ' *1.1 . te 4 4 4 ' 4 4. a 4 < . _ 4 •4 *I te - - vi - . - 4 \---- FINISHED GRADE . . 4 - iti 4 4 . 7 V VV jr. f `■1 - 1■'''1 4- _ : A ,1_____ 4 . . SECTION 8 A REFERENCE SECTION 7 A REFERENCE SECTION 6 A REFERENCE ,....G . . _____.- SECTION 5 A . . . .1 o( o- A-005 1 STRUCTURAL , STRUCTURAL STRUCTURAL 100-A-017 100-S-032 100-A-017 100-S-032 100-A-017 100-S-032 100-A-017 110-S-03e SECTION SECTION SECTION Lo INIIIII■ I Lc) SUBMITTED BY SCALE WARNING 097 S in 0 1/2 1 DESIGNED __J. McKINNEY _-- ir ARCHITECTURAL HEET: OF , -- 6 1 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 1q9011 INFLUENT PUMP STATION z 1/2" = 11-0 IF THIS BAR DOES DRAWN D. ZIESEMER ( ) ) MWH IN ASSOCIATION WITH: CleanWaterw Services PHASE 4 EXPANSION la NOT MEASURE 1" WALL SECTIONS - 2 0 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 12-22-2004 -7 THEN DRAWING IS Our cortronttnteAt. clear REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO 4969 ..... \ • - - - - :- B PRE-CAST CONCRETE A CORNICE BEYOND } • — - - - PRE-CAST CONCRETE CORNICE ----_-------: : -- 0 (A- 0> tn. FLASHING AND 0 COUNTER FLASHING — ta ka- 40. / - __ _ .„ (a. z Z 1 ELEV. 163.6744_ METAL ROOFING OVER TOP CONC. hi RIGID INSULATION OVER 0 VAPOR BARRIER 0 I 1 1 --..,____________ ,--- 2 _ ._....., — EXTERIOR \Z 000-GA-006 000-GA-006 ia ' ' \\,.._ ka 000-GA-006 LUMINAIRE ,--,., ta ELEV. VARIES_ ELEV. VARIES 0_ ea --1- -111 11z::: I 1 --::\Vr'. TOP CONC. TOP CONC. E killb.. _ co .d , ,-.. - - , : ct, 111/1'.1111111 77 zi r p, • eA. . I . r - 4 A • r = 's ' 4" CMU VENEER Fe 1 - 4'— i.-,-- - - -- - -' -‹' ) te PIOPIPO t a A • ' $$:1,101:iii:::::::::::MaKertia::::::::Mititiga;' P'4--"A I .:J -.• EvAA NN PRE-CAST CONCRETE CORNICE ' ,. • 0 — 0:#7 1- I L.: (1) 1 / • CD ,,III■ „7 7 ,/,a•-0 1 Ffr'' . . VENTED STEEL ACOUSTICAL 101.0° , A 8" MU SCREEN WALL Z METAL DECKING d., p I / riblob. ____. PRE-MANUFACTURED STAIR - r • / ---L -1*---`g. g 4,1 - 4 A A - A - • • FM 1° , - . - _-__L___, . 4 , • . :----- = SEE STRUCTURAL /r - . k • . CONCRETE WALL - ( ') . < -. Pv--- . 1 • r . SEE STRUCTURAL = = A CORRUGATED METAL SIDING / /.••, \ FLUID APPLIED ' A "• A • • .4 OVER METAL FURRING -0 / :.0 \ WATERPROOFING . CMU VENEER W/ , , 8 - -7-j < 4 ELEV. 154.75. (- 0 - 4 . 'r TYPICAL r--- "gir- • A 4 . - 3 2" AIR SPACE ' - - _,....-- 4 • 4- • 4 . •, ( • . r -10o 000-GA-006 - - - A • . 4 PRE-CAST CONCRETE PANEL - r - - < ,----"-'- 000-GA-002 id - 7; I SEE STRUCTURAL A • 4 7 • a • 40°.* i . . _____ fm AT JAMBS PRECAST CONCRETE FLUID APPLIED ROOFING : 4 A r 1111.11111 . 7 OVER CONCRTET SLAB , LINTEL • TRANSLUCENT SKYLIGHT ON A . SIM. 000-GA-002 \ , /i:.:4..''leo ---- . --A/' / 4x8 STEEL ANGLE , , < . : ,4 ,-• 4 - . - -*' j CONCRETE CURB -4 Z / _ 3 ( _ ‹ ..- S:A: . 4.: SIM. - < / sPEAEV PAVING - sMTEETEALL sFLASHING TR u c T uR E .. . , . .A- -- . 000-GA-002 ' 401obi__ELEV. 151.00 ‹ E - 4 .N - A . -v — , A __ ELEV. 446,L, 10 SEE STRUCTURAL 1-' TOP SLAB 4 4 4• •4 • <7 44 4 44 - . <.. BOT. OF SLAB . < • . • A . g • • 000-GA-002 ,- • - - . . • - 4 4 . 4 - - .1 . -• 41...----......••.411 . _. SEE STRUCTURAL 4 ' A.•4 i . ,1 - • • • 4 - , __ • 13a - 4 ' . . * .4. . • . . <7 v A_- • . 4 ._ • A v . • , v <7 ••.4-_---- 9 / -..._ . • _____, 8 4 • i 4 000-GA-005 6 7.----: , . 000-GA-006 000-GA-006 : A ' : • • 4 • 000-GA-006 A- A* • g " 4 '41 - 4 I' . 4 v - V -4■1 CONCRETE WALL - I I 1 - -4. SEE STRUCTURAL ow.-' .4 - ' 4 4 - 000-GA-003 . ' - 4 ELEV. 150.504_ ' . 4. AT JAMBS A ‘-' - <1 - .V - A • - , - z_ .1, . . <VVV .A I .1- TRANSLUCENT WINDOW' , • A . I PANEL - , Al- • ° . - . .• .4. DRAINAGE /PROTECTION BAORD 4 1 - .6 < OVER FLUID APPLIED I IN— FOR PERMIT APPLICATION r■ 1 . 4. 1 V V. WATERPROOFING 4 a < • - . <I <1 - 1 41 . '< V) ARc (A- A ACC • if* TRANSLUCENT WINDOW PANEL 12 .„..„.,4 to ..,.-A, vA ,(...•‘'I Eft , - v ,/,/ 000-GA-003 V° --) ;,,, A . , I! 'Y 00. fa . I ELEV. 136.334k, (a 4 .1.... , , to A -- 4 : v). F* 60- 0)- . . - TOP CONC. \-V 'A ., . r:.;rk IOVER, A. „.•(f)- ............ v, ... '1 te fa PRE-CAST CONCRETE PANEL- ELEV. 132.00 404_ - ---. (73' fa - 4 (4 4 -. SEE STRUCTURAL .4 . TOP CONC. `.1-' eth, c,C:-.) 1 4 --4------„. __________ --4- :,..OF 0 ic -- C CD c, . 4 CONCRETE PIER BEYOND 6' 4 • ti CONCRETE SLAB - SIM. . 4 2 SEE STRUCTLJRAL 4 V. 4 CONCRETE SLAB - A <1 <7 4 tf* .- . 4 4 SEE STRUCTURAL - 4 4 • ta- to i . v). . . 000-GA-002 09. 4a ea (1, A . 1 4a ELEV. 132.00_. \---z ELEV. 132.00_0_ ,-- . n. ELEV. 132.0_00_ ELEV. 132.00._ ta - • - fa * . - . - ' - :v - - ' ..<1 '4 7" ' A" " .:44• - , . .- 4 •. <I* :a • : TOP SLAB A , ' 4 4 A • - . - 4 EI, f 4., < . . • A - ,ell TOP SLAB TOP SLAB . 4 • A •. . 4. 4 TOP SLAB (fl- 4 - 4 4' a. - 4 v . - - - a . . • 4 - - • - - _ te . 4 v 4 4 .. V V <A 40 '`i - ' 4 -. . ° • - '. • • 4 -• . A - < Vi <1 4 • 4 to,. A . . . . . - fa . <7 - - SEE STRUCTURAL FOR . to3- 4 '4 V V "<1 - A 4 - - . 6 CONCRETE CORBEL SUPPORT Li: _______ ______4 N.,, _______ li g — N'\"":"751 - f-,4_____ SECTION 12 A REFERENCE SECTION 11 A REFERENCE 1 1 . . 4 SECTION 10 A I SECTION 9 A REFERENCE STRUCTURAL STRUCTURAL STRUCTURAL 100-A-018 100-5-032 100-A-018 100-S-032 . . -.1 100-A-018 1 100-A-018 100-S-032 SECTION SECTION SECTION 0 N. , . to o SCALE WARNING SUBMITTED BY cf) J. MCKINNEY -No, SHEET: OF Lo 0 1/2 1 DESIGNED 4r. ARCHITECTURAL 1 ■. 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ( ) ) M IN H IN ASSOCIATION WITH: DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-A-0-18 z 1/2" = V-0" IF THIS BAR DOES DRAWN D. ZIESEMER CleanWater Services PHASE 4 EXPANSION NOT MEASURE 1" WALL SECTIONS - 3 SQUIER ASSOCIATES- ENSR INTERNATIONAL _DATE: _ 12-22-2004 ---) THEN DRAWING IS Our con.n.trIkeAk clear REV DATE BY DESCRIPTION NOT TO SCALE CHECKED J. McKINNEY (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 0009 sm. _ .. ' _ _ •- / , _ - . FLUID APPLIED rG _ - ROOFING OVER — 1r 5 CONCRETE 0 ,- / METAL ROOFING OVER • ,/,7 000-GA-008 8 8 6 . __— , . _ _ . 6 1 il 1 rl 41 T Ell ril • f-li • (A. 0* - °X.. --- - 6 ,,, in. _____ 000-GA-008 M[ v------- 000-GA-008 000-GA-008 ....-_____, i . _— \------- 000-GA-008 to L _ ,________ _„,. I _ ,s: _ 0) - • , - 000-GA-008 , I, ca -,-_,J, — SIM. _— . - - to si. I ' SIM. \ VAPOR BARRIER te to I ,c---,'s\- . -Z 1- 1 l'ith _____________ '•: :- - - III — cA. ,..t.,....:... ,•.:... . i•-. ..- .•• -34,• .„ , , VINNIMIN -'-''..- /-'- ^ . ----' .1 I . . - ' ,-- ■ ■ .41 j _.-- ___, ailiMMEMe co 1 a rf---:f:---- ---- .-.- r IF . , f\-- /I 6 ROOF STRUCTURE - a. ' - 41^, •1 . -- . /// 000-GA-008 SEE STRUCTURAL - - - . -._ , 9 I ' - I r 1 I \ --- , SIM. I ta te 1 • — ./ 000-GA-006 - • El El L_J EA. 1 L ) \ - () ' 1 8 ) ,_ , / ,, __., \ ROOF DRAIN BEYOND = 2 1 11 FLUID APPLIED £ / \ FL 11 tn. fa _______-:::_ ,i WATERPROOFING OVER to 1 • • 000-GA-004 000-GA 002 \ ROOF BEYOND L CONCRETE SLAB OVER VENTED ACOUSTICAL CORRUGATED METAL SIDING D 1 / \ ,----- 1 A --- -------, — • CORRUGATED METAL SIDING METAL DECKING- - ,, OVER SHEATHING OVER 111 I/ \ / METAL PANEL WALL SYSTEM OVER SHEATHING OVER METAL FURRING -L OVER METAL FURRING OVER SHEATHING SEE STRUCTURAL METAL FURRING MI I 1 - .------'-- 1 3 . -,,,, T FLUID APPLIED 8:\ , ACOUSTIC DUCT OVER Pig ROOF DRAIN 000-GA-003 WATERPROOFING OVER IN METAL FRAMING BEYOND CONCRETE SLAB - STEEL STRUCTURE - AT JAMB / r . SEE STRUCTURAL SEE STRUCTURAL 4 CONCRETE SLAB OVER "4 ELEV. 154.00 000-GA-003 VENTED ACOUSTICAL AN_ ELEV. 154.00 < ' TOP SLAB 4 clq--1 rn r-i rn r-1 J - r---k CONCRETE WALL - TOP SLAB ‘1. 1111641,1'11,4 :- -, Allk siM. METAL DECKING - - 11115, --•—SHEATHING OVER 4 I 10 SEE STRUCTURAL . 4 6 6" METAL STUDS . - ..„-----.-... 000-GA-005 6 . rA z/ OCO-GA-003 / STEEL FRAMING - ite . r 1 SIM. / SEE STRUCTURAL dk i TRANSLUCENT WINDOW PANEL 10 , 1 I 1 -METAL ROOFING OVER RIGID INSULATION 000-GA-005 OVER VAPOR BARRIER SIM. AT JAMBS T• _ •......_ __ 6" METAL FRAMING VENTED STEEL ACOUSTICAL , - 1 1 4 METAL DECKING •,----- 000-GA-005 — ACOUSTICAL DUCT 6 ELEV. 147.50 - I - 4 OVER METAL \--V TOP CONC. ) FRAMING ROOF STRUCTURE - 1 • -4 - SEE STRUCTURAL .t - • : ,..., ";'; TRANSLUCENT WINDOW ....„,,:roz..----04051;'0,91101- - PAN EL -.44.44..::....... . .. 0 A ... IP 4 .0011111111111.1 . . < ,--, SIM. 12 .,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,. ....„■i111 _zi <7. 3 ,-- ,.............................. , m METAL STUD FRAMING 4 --- ._................................ 1 A 4 SUSPENDED ACOUSTICAL .,,„1-efie#114:400 * . 4 4 4 000-GA-008 .-.......................... Pr i/PP- i < CEILING TILE 6 flow I v .4 it . . SEE MECHANICAL j... . .1 4 I I 000-GA-005 '\( -......-1 if...-.1 - 11SPENDED ACOUSTICAL CEILING TILE / GRID 1 li. • 1 .----, 4 GMYEPTSAULMF BOMAIRNDG OVER _0_ELEV. 141.33 . TOP FRAMING :as I . Id EXTERIOR WALL PANEL, 5/8" GYPSUM SHEATHING, ....... f I 1 ' I 11 4 • L 1 . .g____ I I _ j 4- ' < — — AT JAMB ■ 8" METAL STUDS @ 16" O.C., A A . . • z r DRYWALL OVER 9 ma 5/8" GYPSUM BOARD 1 . . ff _.■-'' ''' L SHEATHING OVER [----J METAL FRAMING // 1 5 000-GA-015 000-GA-003 CONCRETE WALL - SEE STRUCTURAL A 4 a J A - . . : 4 METAL STUD FRAMING to 12 8 . FOR PERMIT APPLICATION ift , te BAT INSULATION (R-13). -- 5'8"GYP. BD. OVER to 000-GA-005 ''' °?" i - PRECAST CONCRETE 4 to o .4 to 2x FURRING W/ a) 0,,,, to WAINSCOT PANEL•tA- - _ ELEV. 136.33_,Ak, • III ..<. ,N, , • RIGID INSULATION (R-11) v to ip- k , a 07 07- / TOP CONC. [ 1 .--1 1 - - VAPOR BARRIER OVER te- ,,...46 44. to < w 0 . , to ELEV. 136.00(0_ • ill , • METAL WINDOW FRAME . to 0 0 GYPSUM SHEATHING , . x • 69- 6" METAL FRAMING . __ to TOP CONC. WI 1" INSULATED GLAZING .:-.,.- z $ —■ ' . , ....__ ... § . . I _(., , rig, r CONCRETE: SLAB - 4 4 C CONCRETE SLAB - ii--7 - • I. SEE STRUCTURAL .fr. !s'c , : (i) , :t,,..s.._ -_ 5/8" GYP. BD. OVER w0 w_i t ...! 4.---- SEE STRUCTURAL PRECAST CONCRETE METAL STUD FRAMING - 2 0 1 "4 -. < A ,,*---- - WAINSCOT PANEL . - COVER, §- (') SEE STRUCTURAL FOR . 4 I. • , Cje>4 . 2 BATT INSULATION (R-13) ›.. > '5* 1.• :1 . CONCRETE CORBEL u,. 1 to VAPOR BARRIER OVER .4 „ to SUPPORT . < '417-.0f_Oil---v t4 Fc ce 1 . . te ..4k- GYPSUM SHEATHING .:-I to CONCRETE SLAB - w 0 il • I va. $ _ ta .: SEE STRUCTURAL § / _ ..- - T I A • • 0 a ELEV. 132.000_ 0. 1 t. - . - A 1 ELEV. 132.00 40 A • .4 4t " . IIIIMIIIIIIIIIIMIIIIIIIIIIIIIIIIIINIII TOP SLAB . t. A . n - .. - 4 ' . 4 4-1 " 4 4 . '. 4 <7 G i•. - <4 - -. 4 . • I L - .4 " - 4'. ' ' ' ".: VV 41 V, TOP SLAB VL(A- 4 . <1• . - ' . - .. .• . . . a a- . • 4 - - A . 4 4 . " 4 - - v 41 • . , <7 • . . • < 4 . .4 te 7 te te - 4 11 • 4 • i . to \ FINISHED GRADE 4 <- - . 4 . FINISHED GRADE - . '4. ' • - •4 A 4 4 bi A . -• • 4 -. 4. 4.VV• .- • 4 <V Er- 4 - 4 4• -d \\At% 4 -- '- • . 'd a , - -4 SECTION 15 A REFERENCE SECTION 14 A REFERENCE . SECTION 13 A STRUCTURAL STRUCTURAL .1 1 00-A-01 9 100-5-032 SECTION 100-A-019 100-S-032 SECTION ______I-,..„...4______4_ 100-A-019 100-S-032 Li) . .......... to SUBMITTED BY o SCALE WARNING c,) --41o, _SHEET: OF to 0 1/2 1 DESIGNED _J._McKINNEY _ 4r ARCHITECTURAL <-- 6 — IIII-i■F_I!!!6.1. ---- (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) M W H -Ni DURHAM FACILITY IN PUMP STATION DWG: I 00-A-01 9 I 1/2" = 1'-0" IF THIS BAR DOES DRAWN __ D. ZIESEMER IN ASSOCIATION WITH: CleanWaTerw Services PHASE 4 EXPANSION sa NOT MEASURE I" WALL SECTIONS - 4 0 SQUIER ASSOCIATES-ENSR INTERNATIONAL DATE: 12-22-2004 --) _ THEN DRAWING IS 04/ comnktimehk “ clear REV DATE BY DESCRIPTION NOT TO SCALE J. McKINNEY ARCHITECTS ASSOCIATIVE INC CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 MI — ,c ** * * • § . , , - - , I7J _ - PIPING EQUIPMENT AND METER VALVE AND GATE HVAC - EERL: 1 FHC FIRE HOSE CABINET ..•—••—•��'�"'......r GATE VALVE 12X24 RECTANGULAR DIMENSION , 12X24= 12ro X 24" , _ -~ : :—._..--11 _._._._ CEN 'I.I LINE = •• •� I FLANGED FITTING FE 0 FIRE EXTINGUISHER ---�\E-�—...-•.m BUTTERFLY VALVE 24D CIRCULAR DIMENSION, 24D=24"DIAMETER --- °►,��iNE� MATCHLINE 2' o • pg, B o° BUBBLER LEVEL CONTROL ( ECCENTRIC PLUG VALVE 2=1 DIRECTION OF FLOW NEW STRUCTURE OR FACILITY 6 • WELDED FITTING CENTRIFUGAL PUMP,TURBINE PUMP I 104 I LUBRICATED PLUG VALVE WOOD(ROUGH FRAMING)OR,OPENING OR i•-•-•-•-•-•-•� r OR FAN DEPRESSION IN SLAB OR WALL ! EXISTING STRUCTURE OR FACILITY MECHANICAL-TYPE FITTING(GROOVED) GLOBE VALVE DUCT(FIRST DIMENSION DUCT SIDE SHOWN, ; ( ) 12X24 .,..._.._.._.._. _ METERING PUMP SECOND DIMENSION DUCT SIDE NOT SHOWN) = r FUTURE STRUCTURE OR FACILITY BALL VALVE _.._.._.._.._.._.• i' 24D DUCT CIRCULAR DIAMETER I I SCREWED, SOCKET WELD, ( ) .--- CHANGE IN PIPING MATERIAL BELL AND SPIGOT OR HUBLE:SS FITTING PROGRESSING CAVITY, POSITIVE DISPLACEMENT PUMP DIAPHRAGM VALVE 0 1 LI SLEEVE-TYPE COUPLING SAD SAD=SUPPLY AIR DUCT ROUND OR DIAMETER ita BLOWER OR COMPRESSOR '�. '°�'m' CHECK VALVE FLANGED ADAPTER COUPLING EAD EAD=EXHAUST AIR DUCT 0 SQUARE Ill FLANGED ADAPTER-SET SCREW TYPE INJECTOR OR EDUCTOR 10∎0 1104 CHECK VALVE jr. RAD RAD=RETURN OR RECIRCULATING AIR DUCT @ AT .m4 1 EXPANSION JOINT 24X12 FjA FLAME ARRESTER I SUPPLY OR OUTSIDE AIR DUCT L. ANGLE 4 MECHANICAL TYPE COUPLING PRESSURE REGULATING VALVE (FIRST DIMENSION, DUCT WIDTH)rq3 mammilmilatttrionmann FLEXIBLE COUPLING AIR VACUUM AND 24X12 EXHAUST OR RETURN AIR DUCT 2" PW (24) PIPE CALLOUT(SEE PIPING SCHEDULE) (FIRST DIMENSION, DUCT WIDTH) AIR RELEASE ASSEMBLY BACK-PRESSURE VALVE 4--$7 CEILING SUPPLY DIFFUSER.....-+I� UNION i '`—® 100M0100 EQUIPMENT NUMBER(SEE EQUIPMENT M P © MOTOR OPERATOR FOR VALVES (SIZE IN INCHES) C I I THERMOMETER M= ELECTRIC l SCHEDULE) I J. �■�� QUICK DISCONNECT COUPLER ,.,,,I I,a,,, ■ `■ P= PNEUMATIC PIPE ANCHOR H = HYDRAULIC El•,♦,_SIZE CEILING RETURN OR EXHAUST AIR GRILLE OR CAPPED END OR PLUGGED END CFM REGISTER(SIZE IN INCHES,WIDTH X HEIGHT ` i TEMPERATURE CONTROL VALVE —1 SIZE EXHAUST OR RETURN AIR GRILLE OR REGISTER I l�---■--� BLIND FLANGE PULSATION DAMPENER CFM (SIZE IN INCHES,WIDTH X HEIGHT) © EAG=EXAUST AIR GRILL �� .. � SOLENOID VALVE EAR=EXHAUST AIR REGISTER � ;] REDUCER OR INCREASER. RAG= RETURN AIR GRILL 1?/ EXPANSION CHAMBER RAR=RETURN AIR REGISTER WITH RUPTURE DISC �•••�••• ..... MULTIPORT VALVE-3 WAY SIZE SUPPLY GRILLE OR REGISTER•- CUT PIPE CFM (SIZE IN INCHES,WIDTH X HEIGHT) -4i0°I' I 4 SAG=SUPPLYAIR GRILL STRAINER RUPTURE DISC �_ MULTIPORT VALVE-4 WAY SAR=SUPPLYAIR REGISTER SI( DRAIN G -o H AIR TURNING VANES IN DUCT FLOAT OPERATED VALVE PRESSURE GAUGE PCOTG Camsum PRESSURE CLEANOUT TO GRADE NOTES NEEDLE VALVE D r"�"—' DEFLECTING DAMPER wcO WALL CLEANOUT PRESSURE GAUGE ti w 3.■•■ WITH DIAPHRAGM SEAL PRESSURE RELIEF VALVE ROOM THERMOSTAT o-••= �°- FLOOR CLEANOUT SD SMOKE DETECTOR FCO S ANGLE VALVE �' PRESSURE SWITCH `` C'�COT�G 8 COTG a�� CLEANOUT TO GRADE AP ACCESS PANEL S 1"11). HOSE BIBB(11/13) 2W 4X24 SIZE 24"X 24" � Q HUB DRAIN PRESSURE SWITCH WITH DIAPHRAGM SEAL C---' _] STOP GATE BDD BACK DRAFT DAMPER ri `./ FLOOR DRAIN w 0 0 C 0 ] SLIDE GATE = 'FLOOR SINK CC COOLING COIL c PRESSURE SWITCH AND 8 ' GAUGE WITH WAFER TYPE � 1 SLUICE GATE �"_• DRAIN TRAP PRESSURE SENSOR 1211 HEATING COIL 0) —1110•4=1""m BACKWATER VALVE 4 .....x... PIPE SUPPORT(IN PLAN ONLY) U) .11 T I..�, CONDENSATE TRAP BACKFLOW PREVENTER MOD AUTOMATIC DAMPER, MOTOR OPERATOR ro al u. .0.0.Cs—l.m.• VENTURI TUBE E=:ILL: DUCT SILENCER OR SOUND TRAP E as 9 ••• I M Has MAGNETIC METER VD VOLUME DAMPER(MANUAL OPERATION) 8 E IlL7411' ORIFICE PLATE AND FLANGES FILTER I c 0 1 •iii m LOUVER AND SCREEN 0 El I]1 CI ROTAMETER (--:-. UNIT HEATER ri id CO IE FOR PERMIT APPLICATION ai El FLOW SIGHT GLASS ii in r. `o SCALE WARNING SUBMITTED BY 0 11LL 1 DESIGNED MWH MECHANICAL. SHEET: OF —• — f DURHAM FACILITY DWG: 000-GM-001 IN ASSOCIATION WITH: z NONE IF THIS BAR DOES DRAWN MWH (PROJECT MANAGER'S NAME) LICENSE NO. DATE CleanWatServices MECHANICAL LEGEND, SYMBOL $ NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION AND NOTES DATE: 22-DEC-2004 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: :4969 a, s .• • • • • PUMP SCHEDULE VALVE SCHEDULE (8 INCH AND LARGER, OR MOTORIZED) y ` PUMP No. LOCATION SERVICE TYPE FLOW TDH POWER SPECIFICATION VALVE No. LOCATION FUNCTION SERVICE TYPE SIZE CLASS OP€ TOR -: ..J : SPECIFICATION (GPM) (FT) (HP) SECTION AND NOTE (IN) (PSI) SECTION w 100P0101 DRY PIT A RAW SEWAGE NON-CLOG CENTRIFUGAL 17,360 (25 MGD) 101 700 11136 100FV0109 PUMP NO.5 ISOLATION RAW SEWAGE RESILIENT 36 HYDP..AULLG OIL., _ y 4 INFLUENT PUMP#1 ) 6 50 VFD OPERATION SUCTION KNIFE GATE CYLINDER :_- -.- 15206 N * 100P0102 DRY PIT A RAW SEWAGE NON-CLOG CENTRIFUGAL 17,360(25 MGD) 101 700 11136 100FV0110 PUMP NO.5 ISOLATION RAW SEWAGE RESILIENT 36 150 HYDRAULIC OIL 15206 � INFLUENT PUMP#2 VFD OPERATION DISCHARGE TYPE GATE CYLINDER 2 100P0103 11136 _ .. * DRY PIT A RAW SEWAGE NON-CLOG CENTRIFUGAL 27,780 (40 MGD) 110 1,000 10OFV0111 PUMP NO.6 ISOLATION RAW SEWAGE RESILIENT 36 50 HYDRAULIC OIL 15206 INFLUENT PUMP#3 VFD OPERATION CYLINDER SUCTION KNIFE GATE � NDER 100P0104 OR DRY PIT B RAW SEWAGE NON-CLOG CENTRIFUGAL 17,360 (25 MGD) 101 700 11136 100FV0112 PUMP NO.6 ISOLATION RAW SEWAGE RESILIENT 36 150 HYDRAULIC OIL 15206 INFLUENT PUMP#4 VFD OPERATION DISCHARGE TYPE GATE CYLINDER 100P0105 DRY PIT B RAW SEWAGE NON-CLOG CENTRIFUGAL 17,360 25 MGD) 101 700 11136 100FV DISCHARGE RESILIENT HYDRAULIC OIL INFLUENT PUMP#5 ( ) 01 13 VFD OPERATION HEADER ISOLATION RAW SEWAGE TYPE GATE 60 150 CYLINDER 15206 �, 100P0106 DRY PIT B RAW SEWAGE NON-CLOG CENTRIFUGAL 27,780 (40 MGD) 110 1,000 11136 100FV0114 DISCHARGE ISOLATION RAW SEWAGE RESILIENT 42 HYDRAULIC OIL 1 INFLUENT PUMP#6 VFD OPERATION HEADER TYPE GATE 2 150 CYLINDER 15206 Lz 100P0111 BUILDING DISCHARGE RESILIENT HYDRAULIC OIL SUMP PUMP#1 DRY PIT A DRAINAGE SUBMERSIBLE 50 60 5 11149 100FV0115 HEADER ISOLATION RAW SEWAGE 54 150 15206 TYPE GATE CYLINDER 100P0112 DRY PIT A . BUILDING SUBMERSIBLE 50 60 5 11149 100FV0116 PUMP NO. 1 SUCTION RAW SEWAGE SUMP PUMP#2 DRAINAGE VENT VALVE VENT CONTROL AR VENT BALL 2 150 MOTORIZED 15204 100P0113 DRY PIT A BUILDING EMERGENCY SUBMERSIBLE 400 60 15 11148 100FV0117 PUMP NO. 1 DISCHARGE VENT CONTROL RAW SEWAGE BALL SUMP PUMP#3 DRAINAGE VENT VALVE AIR VENT 2 150 MOTORIZED 15204 100P0114 DRY PIT B BUILDING SUBMERSIBLE 50 60 5 11149 100FV0118 PUMP NO. 2 SUCTION VENT CONTROL RAW SEWAGE BALL 2 SUMP PUMP#4 DRAINAGE VENT VALVE AIR VENT 150 MOTORIZED 15204 100P0115 DRY PIT B BUILDING SUBMERSIBLE 50 60 5 11149 PUMP NO. 2 DISCHARGE RAW SEWAGE SUMP PUMP#5 DRAINAGE 100FVQ119 VENT VALVE VENT CONTROL BALL 2 150 MOTORIZED 15204 AIR VENT 100P0116 DRY PIT B BUILDING EMERGENCY SUBMERSIBLE 400 60 15 11148 100FV01 PUMP NO.3 SUCTION RAW SEWAGE SUMP PUMP#6 DRAINAGE 20 VENT VALVE VENT CONTROL BALL 2 150 MOTORIZED 15204 AIR VENT 100P0117 ODOR CONTROL BUILDING SUBMERSIBLE 2 11149 100FV0121 PUMP NO. 3 DISCHARGE RAW SEWAGE SUMP PUMP#7 BLOWER ROOM DRAINAGE 40 40 VENT VALVE VENT CONTROL AIR VENT BALL 2 150 MOTORIZED 15204 100P0118 ODOR CONTROL BUILDING SUBMERSIBLE 40 40 2 11149 1040122 PUMP NO.4 SUCTION RAW SEWAGE SUMP PUMP#8 BLOWER ROOM DRAINAGE VENT VALVE VENT CONTROL AIR VENT BALL 2 150 MOTORIZED 15204 100P0119 GROUND LEVEL HYDRAULIC POWER 100M0103 HYDRAULIC - - 25 15201 100FV0123 PUMP NO. 4 DISCHARGE VENT CONTROL RAW SEWAGE BALL 2 150 OT PACKAGE OIL PACKAGE VENT VALVE AIR VENT MOTORIZED 15204 100P0120 GROUND LEVEL HYDRAULIC POWER 100M0103 HYDRAULIC - - 25 15201 100FV0124 PUMP NO.5 SUCTION VENT CONTROL RAW SEWAGE BALL * PACKAGE OIL PACKAGE VENT VALVE AIR VENT 2 150 MOTORIZED 15204 HOT WATER 15450 10QFV0125 PUMP NO. 5 DISCHARGE RAW SEWAGE 100P0121 FAN RM A TO AHU-1 IN-LINE 15 23 1/2 V NT VENT CONTROL BALL 2 150 MOTORIZED 15204 _ E VALVE AIR VENT 100P0122 HOT WATER - 15450 PUMP NO.6 SUCTION RAW SEWAGE FAN RM A TO AHU-2 IN LINE 15 23 1/2 100FV0126 VENT VALVE VENT CONTROL AIR VENT BALL 2 150 MOTORIZED 15204 100P0123 FAN RM A HOT WATER * IN-LINE 15 23 1/2 15450 100FV0127 PUMP NO. 6 DISCHARGE VENT CONTROL RAW SEWAGE BALL 2 150 1 TO PUMP RM A MOTORIZED 15204 VENT VALVE AIR VENT 100P0124 FAN RM B HOT WATER TO n IN-LINE 15 23 1/2 15450 100CV0101 PUMP NO.1 DISCHARGE FLOW CONTROL RAW SEWAGE SWING CHECK 30 150 WITH OIL DASHPOT TO PUMP RM B 15203 20P0200 EXISTING HOT WATER IN-LINE 15450 1 OCV 1 DIGESTER BUILDING E 60 34 1 0 0 O2 PUMP NO.2 DISCHARGE FLOW CONTROL RAW SEWAGE SWING CHECK 30 150 WITH OIL DASHPOT 15203 o� 20P0201 EXISTING HOT WATER IN-LINE 60 34 1 15450 100CV0103 PUMP NO.3 DISCHARGE FLOW CONTROL RAW SEWAGE SWING CHECK 36 150 WITH OIL DASHPOT 0 Tt DIGESTER BUILDING 15203 N — cg 120P0101 METER VAULT DRAINAGE SUBMERSIBLE 40 40 2 11149 100CV0104 PUMP NO.4 DISCHARGE FLOW CONTROL RAW SEWAGE E SWING CHECK 30 150 WITH OIL.DASHPOT 15203 g a 100CV0105 PUMP NO.5 DISCHARGE FLOW CONTROL RAW SEWAGE SWING CHECK 30 150 WITH OIL DASHPOT 15203 5 03 ci , 1OOCVO106 PUMP NO.6 DISCHARGE FLOW CONTROL RAW SEWAGE SWING CHECK 36 150 WITH OIL DASHPOT 15203 VALVE SCHEDULE (8 INCH AND LARGER, OR MOTORIZED) 120FV0101 FORCE MAIN METER VAULT ISOLATION RAW SEWAGE RESILIENT 48 150 MOTORIZED 15206 t3KNIFE VALVE No. LOCATION FUNCTION SERVICE TYPE SIZE CLASS OPERATOR SPECIFICATION GATE .0 4 (IN) (PSI) SECTION 120FV0102 FORCE MAIN METER VAULT ISOLATION RAW SEWAGE RESILIENT 36 150 MOTORIZED 15206 KNIFE GATE co 10OFV0101 PUMP NO.1 ISOLATION RAW SEWAGE RESILIENT 36 50 HYDRAULIC OIL 15206 o. SUCTION KNIFE GATE CYLINDER 230FV0101 HEADWORKS SEPTAGE FLOW CONTROL SANITARY SEWER ECCENTRIC 6 150 MOTORIZED 15207 RECEIVING FACILITY PLUG ra PUMP NO.1 RESILIENT HYDRAULIC OIL co 100FVO102 DISCHARGE ISOLATION RAW SEWAGE TYPE GATE 36 150 CYLINDER 15206 E1 1 100FV0103 PUMP NO.2 SUCTION ISOLATION RAW SEWAGE RESILIENT KNIFE GATE 36 50 HYDRAULIC OIL CYLINDER 15206 90 PUMP NO.2 RESILIENT HYDRAULIC OIL 1OOFV0104 ISOLATION RAW SEWAGE 36 150 15206 c1 DISCHARGE TYPE GATE CYLINDER `) 100FV0105 PUMP NO.3 RESILIENT HYDRAULIC OIL ISOLATION RAW SEWAGE 36 50 15206 SUCTION KNIFE GATE CYLINDER NOTE 1: FOR ALL VALVES WITH HYDRAULIC CYLINDER CONTROL, SEE HYDRAULIC PACKAGE 100M0103 REQUIREMENTS. i � QU EMENTS. 1 100FV0106 PUMP NO.3 ISOLATION RAW SEWAGE RESILIENT 36 150 HYDRAULIC OIL 15206 PA DISCHARGE TYPE GATE CYLINDER PUMP NO.4 RESILIENT HYDRAULIC OIL r . , 100FV0107 SUCTION ISOLATION RAW SEWAGE KNIFE GATE 36 50 CYLINDER 15206 °' 100FV0108 PUMP NO.4 ISOLATION RAW SEWAGE RESILIENT 36 150 HYDRAULIC OIL 15206 hi DISCHARGE TYPE GATE CYLINDER - FOR PERMIT APPLICATION in SCALE WARNING G. TEY SUBMITTED BY r 0 1 DESIGNED B.SCHULTZ -No, MECHANICAL SHEET: OF z NONE IF THIS G. KHOUDANIAN (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY DWG: 000-GM-002 IS BAR DOES DRAWN CleanWater Services EQUIPMENT SCHEDULE - 1 NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear, PHASE 4 EXPANSION DATE: 22-DEC-2004 REV DATE BY DESCRIPTION THEN DRAWING IS dp- NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 •.. v - y ti _ g MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULE _ = GATE SCHEDULE EQUIP. No. LOCATION SERVICE DESCRIPTION POWER SPECIFICATION SIZE HEAD:F'C v - SPECIFICATION N SIZE OR CAPACITY GATE. No. �.r-- .; _ - (HP, MIN) SECTION AND NOTE LOCATION SERVICE OPERATOR HP TYPE WXH (IN.) SEATING UN-SEATING SECTION 000M0101 SEPTAGE RECEIVING SECURITY GATE "A" ,HYDRA L1 OIL CAST IRON E AUTOMATIC GATE U C O L ENTRANCE SEE SPECS 2 02831 110G0101 INFLUENT SPUTTER BOX WELL A RAW SEWAGE CYLINDER --- SLIDE GATE 72X72 40 40 15256 000M0102 IPS ROAD EXIT SECURITY GATE AUTOMATIC GATE SEE SPECS 2 02831 110G0102 INFLUENT SPLITTER BOX WELL"B" RAW SEWAGE HYDRAULIC OIL �,,, CAST IRON 72X72 40 40 15256 CYLINDER SLIDE GATE HOIST=15, TROLLEY=1, 100M0101 PUMP ROOM "A" EQUIPMENT BRIDGE CRANE 15 TONS BRIDGE=1 14635 220G0101 HEADWORKS EFFLUENT STRUCTURE RAW SEWAGE MOTORIZED 0.5 SLIDE 316E GATTE S 60X48 30 30 15254 _ SUD 100M0102 PUMP ROOM "B" EQUIPMENT BRIDGE CRANE 15 TONS HOIST=15, TROLLEY=1, 14635 TYPE 316SS BRIDGE=1 220G0102 HEADWORKS EFFLUENT STRUCTURE RAW SEWAGE MOTORIZED 3.5 SLIDE GATE 60X48 30 30 15254 VALVE AND GATE HYDRAULIC POWER TYPE 316SS 30 30 15254 100M0103 GROUND FLOOR ACTUATOR PACKAGE SEE SPECS SEE SPECS 15201 220G0103 HEADWORKS EFFLUENT STRUCTURE RAW SEWAGE MOTORIZED 0.5 SLIDE GATE 60X48 co AIR COMPRESSOR TYPE 3165S 100M0104 BLOWER ROOM PLANTAIR FOR PLANTAIR SYSTEM 44 SCFM© 125 PSI 10 11511 220G0104 HEADWORKS EFFLUENT STRUCTURE RAW SEWAGE MOTORIZED 0.5 SLIDE E LID T 60X48 30 30 15254 1 . T T.. . 100M0105 OVERHEAD DOOR DOOR MOTOR OPERATOR SEE DRAWINGS 0.5 08830 15256 EXISTING FOR OVERHEAD DOOR SL-301 HEADWORKS SEPTAGE RECEIVING RAW SEWAGE -_ a,.- --- 48X36 30 30 TO BE REMOVED , - 100M0106 SCADA ROOM HOT WATER TANKLESS ELECTRIC 1 GPM 6 KW, 208V, 29 AMPS 15450 SL-302 HEADWORKS SEPTAGE RECEIVING RAW SEWAGE --- "- -.. 48X36 30 30 15256 EXISTING WATER HEATER TO BE REMOVED 100M0107 PUMP RM "A" HOT WATER TANKLESS ELECTRIC 1 GPM 6 KW, 208V, 29 AMPS 15450 SL-303 HEADWORKS --- °-- --� 4 X 30 30 15256 EXISTING WATER HEATER RKS SEPTAGE RECEIVING RAW SEWAGE 8 36 TO BE REMOVED 100M0108 PUMP RM " B" HOT WATER TANKLESS ELECTRIC 1 GPM 6 KW, 208V, 29 AMPS 15450 210G0103 HEADWORKS SEPTAGE RECEIVING RAW SEWAGE MOTORIZED 0 5 TYPE 316SS 48X72 30 30 15254 WATER HEATER SLIDE GATE REPLACE SL-303 130B7001 BLOWER ROOM FOUL AIR CENTRIFUGAL BLOWER 6,000 CFM 8" S.P. 15 HP, SEE NOTE 1 '155D 75 © VF OPERATION 130B7002 BLOWER ROOM FOUL AIR CENTRIFUGAL BLOWER 6,000 CFM © 8" S.P. 15 HP, SEE NOTE 1 FD VFD OPERATION - _ NOTE 1: CONTRACTOR SHALL VERIFY WITH ODOR CONTROL SCRUBBER MEDIA MANUFACTURER THE REQUIREMENTS OF BLOWER STATIC PRESSURE AND HORSEPOWER. T .A • I . ._ FOULAIR DAMPER SCHEDULE EQUIP. No. LOCATION SERVICE DESCRIPTION SIZE OR CAPACITY POWER SPECIFICATION (HP, MIN) SECTION 130MOD7001 WETWELL"A" SUCTION FOUL AIR MANUAL DAMPER 24" DIAMETER 0.3 15870 130MOD7002 BLOWER SUCTION HEADER FOUL AIR MANUAL DAMPER 30" DIAMETER 0:3 15870 130MOD7003 WETWELL"B" SUCTION FOUL AIR MANUAL DAMPER 24" DIAMETER 0.3 15870 C a) vi 130MOD7004 BLOWER NO.1 SUCTION FOUL AIR MANUAL DAMPER 24" DIAMETER 0.3 15870 § , 130MOD7005 BLOWER NO.1 DISCHARGE FOUL AIR MANUAL DAMPER 24" DIAMETER ----- 15870 } Ti. 130MOD7006 BLOWER NO.2 SUCTION FOUL AIR MANUAL DAMPER 24" DIAMETER 0.3 15870 8 0 130MOD7007 BLOWER NO.2 DISCHARGE FOUL AIR MANUAL DAMPER 24" DIAMETER ----- 15870 -- 15870 t m i . a r 1 - 3 i f _ t 9 METER SCHEDULE 3 i SIZE RATED METER No. LOCATION SERVICE TYPE PRESSURE FLOW RANGE SPECIFICATION I (IN) (PSI) (GPM) SECTION i 1 120FIT0101 FORCE MAIN METER VAULT RAW SEWER MAGNETIC 48 150 7,000 TO 70,000 17102 ?II 120FIT0102 FORCE MAIN METER VAULT RAW SEWER MAGNETIC 36 150 4,000 TO 40,000 17102 r o: _ id iz FOR PERMIT APPLICATION r• SCALE WARNING G. TEY SUBMITTED BY - - 0 li 1 DESIGNED B. SCHULTZ "N. MECHANICAL SHEET: OF z NONE IF THIS BAR DOES G. KHOUDANION (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY EQUIPMENT SCHEDULE - 2 DWG: 000-GM-003 B R ES DRAWN ___ N CleanWater Services$ NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION DATE: 22-DEC-2004 REV DATE BY DESCRIPTION THEN DRAWING IS C.SENON Our commitment is clear. NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 111111111111111011111110111111111h, { , • • ': w v„v .. .. y v v w ii �, ` v ` .. -.. MISCELLANEOUS MECHANICAL EQUIPMENT SCHEDULE Y GATE SCHEDULE fl EQUIP. No. LOCATION SERVICE DESCRIPTION POWER SPECIFICATION SIZE HEAD Ft - _ r #v SIZE OR CAPACITY GATE. No. LOCATION SERVICE OPERATOR HP TYPE - SPECIFICATION (HP, MIN) SECTION AND NOTE WXH (IN.) SEATING w-UN-SEATING SECTION 0 000M0101 SEPTAGE RECEIVING SECURITY GATE AUTOMATIC GATE SEE SPECS 2 02831 11030101 INFLUENT SPLITTER BOX WELL"A" RAW SEWAGE HYDRAULIC OIL _ . CAST IRON 72X72 40 40 15 ENTRANCE SE G CYLINDER , SLIDE GATE 15256 °` "Be HYDRAULIC OIL CAST IRON 000M0102 IPS ROAD EXIT SECURITY GATE AUTOMATIC GATE SEE SPECS 2 02831 11030102 INFLUENT SPLITTER BOX WELL RAW SEWAGE CYLINDER -.a SLIDE GATE 72X72 40 40 15256 100M0101 PUMP ROOM "A" EQUIPMENT BRIDGE CRANE 15 TONS HOIST=15, TROLLEY=1, TYPE 316SS BRIDGE=1 14635 220G0101 HEADWORKS EFFLUENT STRUCTURE RAW SEWAGE MOTORIZED 0.5 SLIDE GATE 60X48 30 30 15254 100M0102 PUMP ROOM "B" EQUIPMENT BRIDGE CRANE 15 TONS HOIST=15, TROLLEY=1, 14635 TYPE 316SS 3p 30 BRIDGE-1 220G0102 HEADWORKS EFFLUENT STRUCTURE RAW SEWAGE MOTORIZED 0.5 SLIDE GATE 60X48 3 15254 100M0103 GROUND FLOOR VALVE AND GATE HYDRAULIC POWER SEE SPECS 15201 w TYPE 31655 0 ACTUATOR PACKAGE SEE SPECS 1520 220G0103 HEADWORKS EFFLUENT STRUCTURE RAW SEWAGE MOTORIZED 0.5 SLIDE GATE (0X48 30 30 15254 �: 100M0104 BLOWER ROOM PLANT AIR AIR COMPRESSOR 44 SCFM© 125 PSI 10 TYPE 316SS FOR PLANT AIR SYSTEM 11511 220G0104 HEADWORKS EFFLUENT STRUCTURE RAW SEWAGE MOTORIZED 0.5 SLIDE GATE 60X48 30 30 15254 MOTOR OPERATOR 15256 EXISTING 100M0105 OVERHEAD DOOR DOOR FOR OVERHEAD DOOR SEE DRAWINGS 0.5 08830 SL-301 HEADWORKS SEPTAGE RECEIVING RAW SEWAGE ... -- --. 48X36 30 30 TO BE REMOVED 100M0106 SCADA ROOM HOT WATER TANKLESS ELECTRIC 1 GPM 6 KW, 208V, 29 AMPS 15450 SL-302 HEADWORKS SEPTAGE RECEIVING RAW SEWAGE --- '-- MOM 48X36 30 30 15256 EXISTING WATER HEATER TO BE REMOVED 100M0107 PUMP RM "A" HOT WATER TANKLESS ELECTRIC 1 GPM 6 KW, 208V, 29 AMPS 15450 SL-303 HEADWORKS SEPTAGE RECEIVING RAW SEWAGE ~- --- --- 48X36 30 30 15256 EXISTING WATER HEATER TO BE REMOVED 100M0108 PUMP RM " B" HOT WATER WATER ELECTRIC 1 GPM 6 KW, 208V, 29 AMPS 15450 210G0103 HEADWORKS SEPTAGE RECEIVING RAW SEWAGE MOTORIZED 0.5 TYPE 316SS 48X72 30 30 15254 ATER TANKLESS HEATER SLIDE GATE REPLACE SL-303 130B7001 BLOWER ROOM FOUL AIR CENTRIFUGAL BLOWER 6,000 CFM © 8" S.P. 15 HP, SEE NOTE 1 15575 VFD OPERATION 130B7002 BLOWER ROOM FOUL AIR CENTRIFUGAL BLOWER 6,000 CFM ©8" S.P. 15 HP, SEE NOTE 1 15575 VFD OPERATION . . . _ ,.+ - _ , NOTE 1: CONTRACTOR SHALL VERIFY WITH ODOR CONTROL SCRUBBER MEDIA MANUFACTURER THE REQUIREMENTS OF BLOWER STATIC PRESSURE AND HORSEPOWER. FOULAIR DAMPER SCHEDULE EQUIP. No. LOCATION SERVICE DESCRIPTION SIZE OR CAPACITY POWER SPECIFICATION SECTION r 130MOD7001 WETWELL"A" SUCTION FOUL AIR MANUAL DAMPER 24" DIAMETER 0.3 15870 130MOD7002 BLOWER SUCTION HEADER FOUL AIR MANUAL DAMPER 30" DIAMETER 0.3 15870 130MOD7003 WETWELL"B" SUCTION FOULAIR MANUAL DAMPER 24" DIAMETER 0.3 15870 4§ .130MOD7004 BLOWER NO.1 SUCTION FOUL AIR MANUAL DAMPER 24" DIAMETER 0.3 15870 . . a, 130MOD7005 BLOWER NO.1 DISCHARGE FOUL AIR MANUAL DAMPER 24" DIAMETER ----- 15870 8 T �. 130MOD7006 BLOWER NO.2 SUCTION FOUL AIR MANUAL DAMPER 24" DIAMETER 0.3 15870 Po 130MOD7007 BLOWER NO.2 DISCHARGE FOUL AIR MANUAL DAMPER 24" DIAMETER ----- 15870 1 i . ?-. 6 v) - 4 CD o. 03 E "? r 9 METER SCHEDULE , 'E N- - c RATED ,-1 METER No. LOCATION SERVICE TYPE SIZE PRESSURE FLOW RANGE SPECIFICATION I (IN) (PSI) (GPM) SECTION 1 120FIT0101 FORCE MAIN METER VAULT RAW SEWER MAGNETIC 48 150 7,000 TO 70,000 17102 1 120FIT0102 FORCE MAIN METER VAULT RAW SEWER MAGNETIC 36 150 4,000 TO 40,000 17102 r- o: m i�. FOR PERMIT APPLICATION 1 SCALE WARNING G.TEY SUBMITTED BY 0 X 1 DESIGNED B.SCHULTZ ""1p,�,,, MECHANICAL SHEET: OF z NONE ' (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY EQUIPMENT SCHEDULE - 2 DWG: 000-GM-003 z IF NOT S BAR DOES V DRAWN G. KHOUDANION CleanWater Services P SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION DATE: 22-DEC-2004 THEN DRAWING IS Our commitment is clear. C.SENON REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 y v . • • . • FAN SCHEDULE HVAC SCHEDULE Y• FAN No, LOCATION SERVICE TYPE AIRFLOW (CFM) SP, " (W.C.) PO(HP)WER SPECIFICATION SECTION EQUIPMENT LOCATION No. SERVICE TYPE COOLING CAPACITY HEATING CAPACITY AIRFLOW(CFM ) G SPECIFICATION E (TONS) (MBH) S.P.IIN W.C,), :-, SECTION 4 100SF0101 GROUND FLOOR RM "A" VENTILATION INLINE CENTRIFUGAL FAN 2-SPEED 0.625 2 • 15500. 100ACU0101 SCADA RM HEATING &COOLING INDUSTRIAL TYPE WALL 12,000 BTU/HR 7,600 BTU/HR -~ V RI 4,000/8,000 MOUNTED HEAT PUMP 17d T Zo 1�1 - 15500 100SF0102 GROUND FLOOR RM "B" VENTILATION !MINE CENTRIFUGAL FAN 2-SPEED 4,000/8,000 0.625 2 15500 100SF0103 MOTOR/PUMP RM "A" VENTILATION INLINE CENTRIFUGAL FAN 17,500 0.625 7,5 15500 AIR HANDLING UNIT SCHEDULE i 100SF0104 MOTOR/PUMP RM "A" VENTILATION INLINE CENTRIFUGAL FAN 17,500 0.625 7.5 15500 EQUIPMENT LOCATION SERVICE AIRFLOW COOLING HEATING No (CFM) © 1OOSF0105 MOTOR/PUMP RM "B" VENTILATION INLINE CENTRIFUGAL FAN 17,500 0.625 7.5 15500 * SPECIFICATION . FAN S.P. CAPACITY *EADB/EAWB LADB/LAWS EW ,� ,�T CAPACITY EADB/EAWB LADB/LAWS EWT SECTION AND 100SF0106 MOTOR/PUMP RM "B" VENTILATION INLINE CENTRIFUGAL FAN 17,500 0.625 7.5 15500 (IN W.C.) (BTU) ( F DEG) ( F DEG) ( F DEG) (BTU) ( F DEG) ( F DEG) ( F DEG) NOTE 2-SPEED . . .. v� 100SF0107 WETWELL ACCESS RM VENTILATION INLINE CENTRIFUGAL FAN 0.625 2 15500 "A" 16,500 15512 6,400/3,200 100AHU0101 HVAC RM VFD RM 1,5„ 180,000 90/67 80/65 ?0 137,000 22 45 145 VFD OPERATION g 1005F0108 ELECTRICAL RM VENTILATION INLINE CENTRIFUGAL FAN 9,000 0.625 2 15500 ' 16,500 15512 100SF0109 CONTROL VALVE RM VENTILATION INLINE CENTRIFUGAL FAN 3,400 0.625 1 15500 100AHU0102 HVAC RM VFD RM "B" " 180,000 90/67 80/65 70 137,000 22 45 145 CO 1.5 VFD OPERATION 100SF0110 NOT USED * NOTE : EADB/EAWB = ENTERING AIR DRY BULB/ENTERING AIR WET BULB MAXIMUM COOLING WATER FLOW RATE = 50 GPM PER UNIT LADB/LAWB = LEAVING AIR DRY BULB/LEAVING AIR WET BULB (DESIGNED FOR THREE OPERATING VFDS ) 100SF0111 ODOR CONTROL RM VENTILATION INLINE CENTRIFUGAL FAN 3,000 0.625 1 15500 MAXIMUM HEATING WATER FLOW RATE = 15 GPM PER UNIT EWT= ENTERING WATER TEMPERATURE (DESIGNED FOR ONE OPERATING VFD) 2-SPEED 100EF0101 GROUND FLOOR RM "A" VENTILATION INLINE CENTRIFUGAL FAN 4,000/8,000 0.625 2 15500 . 100EF0102 GROUND FLOOR RM "B" VENTILATION INLINE CENTRIFUGAL FAN 2-SPEED 0.625 15500 AIR FILTER SCHEDULE 4,000/8,000 2 5 100EF0103 MOTOR/PUMP RM "A" VENTILATION INLINE CENTRIFUGAL FAN 1 6,000 0.625 5 1 5500 POWER SPECIFICATION FILTER No. LOCATION SERVICE TYPE CFM SECTION (MIN. HP) 100EF0104 MOTOR/PUMP RM "A" VENTILATION INLINE CENTRIFUGAL FAN 16,000 0.625 5 15500 , 100AF0101 HVAC RM AIR AUTOMATIC RENEWABLE MEDIA 16,500 (2) 1/6 15512 100EF0105 MOTOR/PUMP RM "B" VENTILATION INLINE CENTRIFUGAL FAN 16,000 0.625 5 15500 100AF0102 HVAC RM AIR AUTOMATIC RENEWABLE MEDIA 16,500 (2) 1/6/6 15512 100EF0106 MOTOR/PUMP RM "B" VENTILATION INLINE CENTRIFUGAL FAN 16,000 0.625 5 15500 ,. . 100EF0107 WETWELL ACCESS RM VENTILATION INLINE CENTRIFUGAL FAN 7 SPEED 0625 7,600/3,800 0.625 2 15500 . .. .. . 100EF0108 ELECTRICAL RM VENTILATION INLINE CENTRIFUGAL FAN 8,000 0.625 2 15500 DUCT SILENCER SCHEDULE 100EF0109 CONTROL VALVE RM VENTILATION INLINE CENTRIFUGAL FAN 5,000 0.625 1.5 15500 SILENCER No, LOCATION SERVICE DUCT SIZE AIR FLOW SPECIFICATION REMARKS 100EF0110 TOILET EXHAUST WALL MOUNTED 50 0.5 15WATT 15500 (INXIN) (CFM) SECTION 1005050101 GROUND FLOOR RM "A" SUPPLY AIR 24X48 8,000 15500 100EF0111 ODOR CONTROL RM VENTILATION INLINE CENTRIFUGAL FAN 3,500 0.625 1 15500 - HEADWORKA EFFLUENT 1005050102 GROUND FLOOR RM "B" SUPPLY AIR 24X48 8,000 15500 210EF0101 STRUCTURE FACILITY FOUL AIR INLINE CENTRIFUGAL FAN 1,000 0.625 1/2 15500 - - - - 1005050103 MOTOR/PUMP RM "A" SUPPLY AIR 48X60 35,000 15500 1005050104 NOT USED C 1005050105 MOTOR/PUMP RM "8" SUPPLY AIR 48X60 35,000 15500 w - . . 1005050106 NOT USED E INLINE DUCT HEATER 100SDS0107 §' WETWELL ACCESS RM SUPPLY AIR 24X24 3,200 15500 i UlPMENT LOCATION HEATING AIR WATER E Q C ON TYPE CAPACITY FLOWRATE FLOWRATE DUCT SIZE/ SPECIFICATION REMARKS 1005050108 ELECTRICAL RM SUPPLY AIR 24X30 9,000 15500 8 No. .____� (BTU/HR) (CFM) (GPM) HEATER SIZE SECTION ( } 100SDS0109 L YAlR 24X24 3 1OOHC0101 GROUND FLOOR RM "A" HYDRONIC 108,000 8,000 7.2 24X48 15510 VALVE CONTROL RM SUPPLY 3,400 15500 i 100HC0102 GROUND FLOOR RM "B" HYDRONIC 108,000 8,000 7.2 24X48 15510 1005050110 NOT USED r 1005050111 BLOWER RM SUPPLY AIR 24X24 3,000 15500 o, 100HC0103 MOTOR/PUMP RM "A" HYDRONIC 252,000 17,500 8.4 48X60 15510 .� _ 100E050101 GROUND FL OOR RM "A" EXHAUST AIR 24X36 8,000 15500 9 100HC0104 MOTOR/PUMP RM "A" HYDRONIC 252,000 17,500 8.4 48X60 15510 o. „ „ 100EDS0102 GROUND FLOOR RM "B" EXHAUST AIR 24X36 8,000 15500 'a 100HC0105 MOTOR/PUMP RM "B" HYDRONIC 252,000 17,500 8.4 48X60 15510 , 100HC0106 MOTOR/PUMP RM "B" HYDRONIC 252,000 17,500 8.4 48X60 1 5510 100EDS0103 MOTOR/PUMP RM "A" EXHAUST AIR 48X48 32,000 15500 ta 100E050104 NOT USED 9 100HC0107 WETWELL ACCESS RM HYDRONIC 78,000 3,200 2.6 24X24 15510 46 000 100E050105 MOTOR/PUMP RM,"B" EXHAUST AIR 48X48 32,000 15500 .E 100HC0108 ELECTRICAL RM ELECTRIC 9,000 - 24X48 15500 (WI (14KW) 100HC0109 VALVE CONTROL RM HYDRONIC 78,000 3,400 2.6 24X24 15510 100E1)50106 NOT USED ll � 100EDS0107 WETW ELL ACCESS RM EXHAUST AIR 24X24 3,800 15500 100HC0114 NOT USED 100E050108 1 100HC0111 BLOWER RM HYDRONIC 72,000 3,000 2.4 24X24 ELECTRICAL RM EXHAUST AIR 24X48 8,000 15500 �- �, 15510 _ HYDRONIC INLINE DUCT HEATER NOTE: 100EDS0109 VALVE CONTROL RM EXHAUST AIR 24X24 5,000 15500 EADB/EAWB = ENTERING AIR DRY BULB/ *EADB/EAWB *LADB/EAWB *EWT ENTERING AIR WET BULB 100E050110 NOT USED ( F DEG) ( F DEG) ( F DEG) LADB/LAWB = LEAVING AIR DRY BULB/ LEAVING AIR WET BULB 100E050111 BLOWER RM EXHAUST AIR 24X24 3,500 15500 22 45 145 EWT= ENTERING WATER TEMPERATURE , FOR PERMIT APPLICATION Lo r• SCALE WARNING G.TEY SUBMITTED BY e- 0 1 DESIGNED B.SCHULTZ `` � MECHANICAL. SHEET: OF :.ter--�.J , z NONE IF THIS BAR DOES G. KHOUDANIAN (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSOCIATI4N WITH: DURHAM FACILITY DWG: 000-GM-004 $ NOT MEASURE 1" DRAWN GleanWa,ter Services EQUIPMENT SCHEDULE SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION DATE: 22-DEC-2004 THEN DRAWING IS Out commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 °• . . -,. . - k TYPE 316 SS CONCRETE PIPE CLAMP. MIN I i "x�"FLAT BAR. GALVANIZED FRAMING SUPPORT UNISTRUT ' ' H DOUBLE NUTS AND w a a ` R., GALVANIZED FRAMING SUPPORT, UNISTRUT SERIES U BOLT WIC'` V --�1 • o-,V r •=•- 11" TYPE 316 SS CONCRETE ANCHOR, SEE SPECIFICATIONS. WHEN USED WITH PVC OR FIBERGLASS P-5500, GRINNELL/POWER-STRUT SERIES PS-150 SERIES P-5500, GRINNELL/POWER-STRUT p LOCKWASHERS, GRINNELL FIG 137, V MINIMUM "DIAMETER PIP PROVIDE -a " o 4' SERIES PS-150,OR EQUAL AT 5'-0"O.C. --� DY ' o O . -° ;.r•,, �Irk . •R E ROV DE STEEL SHIELD WITH o OR EQUAL AT 5-0 OC MAX UNLESS OTHERWISE TOLCO FIG 110 OR EQUAL.WHEN ANCHOR W/HEX NUT AND ' ° •"'• °__•• Q LOCKWASHER(TYPICAL OF 4 WITH TWO HEX NUTS LOOSE FIT PIPE AT CLAMP. •0 SHOWN o 1► MAX UNLESS OTHERWISE SHOWN ::!:; :•!:_ ( 4) �" .-.r;_ o ° p , , Q • ° ' P •D ill! •0 •:l: 1,o SEE SPECIFICATIONS AND O • USED WITH PVC OR FIBERGLASS O¢, LOCKWASHER FOR COPPER TUBING WRAP WITH 2 Z FITTING UNISTRUT SERIES P-1479, • o PIPE, PROVIDE STEEL SHIELD WITH ---•:""":- �. ;�• •••• • v ,,,� v O p• ° a , I PIPE CLAMP GRINNELL/POWER-STRUT SERIES _._._.47:24, a , •• GRINNELL/POWER-STRUT NO PS-756,OR + : "'� } '"' a ..� WIDE STRIP OF RUBBER FABRIC /' 3126, UNISTRUT 2558 OR EQUAL. WHEN USED + EQUAL. (TYPICAL) o LOOSE FIT AROUND PIPE AT U y OVERHEAD CONCRETE, EXCEPT • ° •- WITH PVC OR FIBERGLASS PIPE, PROVIDE ' ` ( ) ° p -• ,1 •-• BOLT. WRAP COPPER TUBING PL X 8 X8" PRECAST TEE BEAMS • FA o V 0 • ° T `i � STEEL SHIELD WITH LOOSE FIT AROUND PIPE o° • PIPE CLAMP UNISTRUT SERIES P-2558, - __ -•- . WITH 2"WIDE STRIP OF RUBBER MINIMU w TO SUIT PIPE .. r AT CLAMP. FOR COPPER TUBING,WRAP WITH 1 L4 j GRINNELLJPOWER-STRUT SERIES PS-3126 �-,� _ z FABRIC d:1: 1 1" o ° R A +�►. �•• U BOLT GRINNELL FIG 137 TOLCO 2 WIDE STRIP OF RUBBER FABRIC p 1 r O EQU L(VIP).WHEN USED WITH PVC __•. OR FIBERGLASS PIPE,• , �,. PROVIDE STEEL X18 �} USED WIDTH EQUAL VC OR BE GLASS ` SHIELD WITH LOOSE FIT AROUND PIPE • • r , WHERE LENGTH EXCEEDS 3'..0", PROVIDE o �' WRAP COPPER TUBING WITH , ; ! o► 0 ' '"�'� + �- ' AT CLAMP. PIPE, PROVIDE STEEL SHIELD PI r - • , ,•i INTERMEDIATE SUPPORTS AT MAX 3'-0"OC + ���' • ' �"'r i +�inr �'' •-•-• -• UNISTRUT NO P-5547 GRINNELL/POWER-STRUT O •o I . + _V/ 2 WIDE STRIP OF RUBBER FABRIC o p WELDED STEEL BRACKET C� WITH LOOSE FIT AROUND PIPE AT ._._._._. ._._._._. v� 1 G E STRUT ____ z U BOLT. WRAP COPPER T IN D r_._.�.._!'-.-_;.�, fo + " lir' GRINNELL FIG. TUBING NO PS 2648 OR EQUAL(TYPICAL} - ,#�,_-. , WHERE LENGTH EXCEEDS 3-0 PROVIDE 195, w 2" " r r 0 I �► - 360"WITH 2 WIDE d , r • r E STRIP OF 3 F— • ° 0 , +_ " . TOLCO FIG.30M,30H,OR EQUAL 0 C' O I INTERMEDIATE SUPPORTS AT MAX 3 0 • 2 _ THICK RUBBER FABRIC -; F' 'U' FITTING UNISTRUT NO P-5547, GRINNELL z .Q o ' : % Q.C., UNISTRUT SERIES P-1479, GRINNELL./ • O ■ i 0 Z _ • • POWER-STRUT NO PS-2648 OR EQUAL(TYP) -� rill , -• POWER-STRUT NO PS-756 OR EQUAL • o %"OR 1"TYPE 316 SS CONCRETE ANCHOR i I r i ►• — 0 , , LAF- ~ " " ' ` "TYPE 316 SS CONCRETE ANCHOR, W/HEX NUT AND LOCKWASHER(TYPICAL) � ■ -J TYPE 316 SS CONCRETE ANCHOR, ° o FOR MEDIUM AND HEAVY BRACKET, lel o i+;,1 A o • , 0 r WITH NUT AND CONCR SHER PICAL • ' ' WITH NUT AND LOCKWASHER TYPICAL , �'' /' ; "!': • o ! ° • ©'III, •• 0 ' ,° ' •- SEE SPECIFICATIONS (TYPICAL) �' -; +" SEE SPECIFICATIONS. ( ) RESPECTIVELY.SEE SPECIFICATIONS ,,•, ; a ; ►.IA O • ► C4 X 725 LENGTH TO SUIT 'III r /1;1 11,1, • D � ,,� t 0° I.•, o „�,, . - ' ` NOTES 0 0 ' SPACE AT 5'410C MAXIMUM NOTES: ' r T _. ._._._�.__.--_ ._._11. 1 ._ ', 1. GALVANIZE ALL PARTS ›„ ='1•�s A - t • •o i -------- L ' -=_ >1 -!.�: 0 r UNLESS OTHERWISE SHOWN i TO SUIT CLAMP i ; . -� - Y AL PART AFTER FABRICATION.WHERE NOTES: i• ►i, ? • D i ,� 1. FOR FLANGED PIPES, USE EXTENDED PIPE o o NOTES ° ° ___. ' + r _ SUPPORT AS SHOWN ON DETAIL M-103. Q d SUBMERGED, BRACKET, U BOLT, LOCKWASHERS,AND `�' 2. THIS PIPE SUPPORT IS LIMITED FOR PIPES 0 4" ._...____._ -• +r _ -•- ANCHORS TO BE TYPE 316 STAINLESS STEEL NOTES: TESL • L. 4 MAX 1 THIS PIPE SUPPORT IS LIMITED FOR PIPES 2. THIS PIPE BRACKET IS LIMITED TO PIPES UP 1. GALVANIZE ALL PARTS AFTER FABRICATION. i THIS UP TO 2"DIAMETER, INCLUSIVE. •• " D WHERE SUBMERGED, PIPE CLAMP, NUTS,LOCKWASHERS,ANCHORS �, UP TO 4"DIAMETER, INCLUSIVE O TO 24"DIAMETER, INCLUSIVE 1. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 3. FOR ADDITIONAL REQUIREMENTS SEE FACE OF WALL 2. FOR ADDITIONAL REQUIREMENTS SEE • ° 3 THIS PIPE BRACKET SHALL ONLY BE USED ON 'PIPE SUPPORTS AND SHIELDS TO BE TYPE 316 STAINLESS STEEL . _ -•-•-• ,�,,,,,, + ' SPECIFICATION SECTION'PIPE SUPPORTS'. SUPPORTS'. SPECIFICATION SECTION SUPPORTS' CONC WALLS WITH A MIN THICKNESS OF 12 INCHES. 2. THIS PIPE SUPPORT IS LIMITED TO PIPE SIZES 3 "THRU 12"DIAMETER. 2. THIS PIPE CLAMP IS LIMITED TO PIPES UP TO 4"DIAMETER INCLUSIVE Q 0 0 ©, 4. FOR ADDITIONAL REQUIREMENTS SEE 3. GALVANIZE ALL PARTS AFTER FABRICATION. 3. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATIONS SECTION ° 0 ,,�- FACE OF WALL SPECIFICATION SECTION'PIPE SUPPORTS'. I PIPE SUPPORTS' PIPE CLAMP FLUSH MOUNTED PIPE SUPPORT EXTENDED PIPE SUPPORT " - - - M•1o1 M-1 _ PIPE BRACKET _FOR PIPE 24" DIAMETER REV 072501 OVERHEAD PIPE SUPPORT (FOR PIPE 4 DIAMETER REV 042202 (FOR PIPE 4" DIAMETER REV 042202 02 (FOR PIPE 4" DIAMETER REV 042202 M 143 M-104 (FOR " - M-105 ( ( O R PIPE 12 DIAM�'T�R REV 072501 AND SMALLER) AND SMALLER) AND SMALLER) AND SMALLER) AND SMALLER) CONCRETE INSERT, r P ;;74-- FOUR#4 BARS,3'-0"LONG 4"SQ "PL TACK WELD PIPE SIZE 4"THRU 36"ADJUSTABLE PIPE HANGER RODS AND SUPPORT SPACING PIPE SADDLE SUPPORT,'. MAXIMUM DISTANCE BETWEEN r GRINNELL FIG 2$2, -,,,� __i _K „„ I _ r GRINNELL FIG 259,TOLCO ! 'U'BOLT ' HANGER RODS=4'-0” TOLCO FIG 309 •a =. 1-• 1!o ; V : .a DIMENSIONS IN INCHES OR EQUAL(TYPICAL) A ' s I ': , • 4 z PIIPE ROD MAX SUPPORT SPACING WEIGHT LIMIT I FIG 318/319 OR EQUAL r • © z / u " • • !° 4 • • ALTERNATIVE SYSTEMS ' ° ' . (FEET) (LBS) PIPE SIZE 23 THRU 36"• o �d� • !�� ° ° ' � DIAMETER DIAMETER � NOMINAL F(APPROX) FOUR#4 BARS -- '+-----• • ADJUSTABLE PIPE SADDLE -irifi,� A B C D E . • • . D • ,, UNIVERSAL CONCRETE ---•'""Q,4 D D , 3'_0" LANG(TYPICAL) p I / �/,,I PIPE SIZE(NCHES} (INCHES) STEEL PIPE CI PIPE TYPE A TYPE B SUPPORT, GRINNELL FIG 258, ., (MINIMUM) (MAXIMUM) LR " INSERT GRINNELL FIG 282 0 • 0 ° _ ' (MINIMUM)TYPE 316 SS CONCRETE a ! TOLCO FIG 309 OR EQUAL If r TOLCO FIG 3171319 OR EQUAL 23¢ 2 13 1 6 3J8 7 113 1 &SMALLER % 6 10 300 610 - MINIMUM%"DIAMETER B DIAMETER SCHEDULE 40 3 2 1% 1 6 3/8 79ie 11% ANCHOR W/HEX NUT&LOCKWASHER ; TYPE 316 SS EYE BOLT z u. STEEL PIPE u. HANGER ROD(TYPICAL) 134T0 2 (TYPICAL OF 4)SEE SPECS I LOCKNUT AND WASHER s 10 10 300 610 R 3� 2 1 11 1 6 3/8! �r TH EADED ADJUSTER.SPECIAL 2 794e 123�ie p ; CONCRETE ATTACHMENT GRINNELL 1 r E3 'U'BOLT, GRINNELL FIG LINKED EYE ROD 23�T0 33 i 12 10 525 1130 REDUCER, GRINNELL FIG 264, i TOLCO FIG 319 OR EQUAL 4 3 *23 /3 1 73¢ 1/2 103< 14 FIG 252,TOLCO FIG 337 OR 137,TOLCO FIG 110 OR 4 TO 5 14 10 650 1430 •••�•• EQUAL(TYP) EQUAL(TYPICAL) ADJUSTABLE CLEVIS FOR STEEL / ! A DIAMETER SCHEDULE 40 6 3 *23�I3 14 73¢ 1/2 11946 1634e i PIPE.GRINNELL FIG 260,TOLCO 4- • r / \ - 6,8 % 17 10 1000 1940 T STEEL PIPE,WELD TO PLATE 1 1 ` TWO HEX NUTS AND FIG 1 OR EQUAL i 8 3 '"23 /3 1 7% 1/2 139e 181 M. A ,,,, LOCKWASHER(TYPICAL) ; ADJUSTABLE CLEVIS FOR CAST 10, 18 ! D SQUARE X E THICK ''•' 3600 C r STEEL PLATE ! 10 3 *23 /3 1% 7% 1/2 14% 193 I{r� x r x x : x x x x x x x i I IRON PIPE. GRINNELL FIG 590,TOLCO Ivy• • i r r C LENGTH TO FIG 1 OR EQUAL 14, 16 1 20 3800 (TYP) ! NON SHRINK GROUT ' pi (TYP) 12 3 '''2i /3 1% 71 1/2 15% 20% . C4 X 7.25, _ 3" I SUIT SPACE AT 5'-0"OC ray ADJUSTABLE STEEL RING HANGER. - NOTES: " ,,, 14 4 3 1 9 5/8 18% 23% 3 MINIMUM MAXIMUM UNLESS ' a ■ AIrur�� � 1 (MINIMUM) �.��� 5k� (TYPICAL) R+ i GRINNELL FIG 69,TOLCO FIG 2 OR - r - :r; p : • ° •: •r 19% OTHERWISE SHOWN 1. GALVANIZE ALL PARTS AFTER FABRICATION. .! " :i: • • ©;•: 16 4 3 1% 9 5/8 19% 24% • C' �: v 3 (MINIMUM) •!= NOTES: ) EQUAL.WHEN USED WITH PVC OR 2. FOR PIPES 2"DIAMETER AND SMALLER, EYE BOLTS IN CONCRETE _ ...• :r- ° •_ _ _ - :i: •• o FIBERGLASS PIPE, PROVIDE STEEL ""` �'��; - :..1:..•° """''••' 18 6 4 1% 11 3/4 22% 26% ANCHORS MAY BE USED SEE SPECIFICATIONS . �•�v • o •" • v ° ••"®• o 1. GALVANIZE ALL PARTS AFTER FABRICATION lit SHIELD WITH LOOSE FIT AROUND v ° o -•- •_ _. 3. TYPE A FOR CONCRETE INSERT,ALLOW 1430 LB LOAD MAXIMUM • o • °` ° • 20 6 4 1% 11 3/4 233 27% 2. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION PIPE AT HANGER. FOR COPPER '` TYPE B-FOR 4"SQ BEARING PLATE,ALLOW 3800 LB LOAD MAXIMUM SEE NOTE 5 'PIPE SUPPORTS' TUBING PROVIDE 2"WIDE STRIP OF " 24" 4. CONCRETE STRENGTH TO BE 3000 PSI MINIMUM. MK-1 MK-2 24 6 4 1% 11 3/4 26% 31 3. THIS PIPE HANGER IS LIMITED TO PIPE SIZES 3� THRU 24 DIAMETER RUBBER FABRIC . 5. DESIGN IS FOR STATIC LOAD ONLY. MK 1 MK 2 4. THIS PIPE HANGER NOT SUITABLE FOR PRECAST TEE BEAMS 30 6 4 1% 11 3/4 29% 343 6. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 5. FOR PVC OR FIBERGLASS PIPE, PROVIDE STEEL SHIELD WITH TYPE A TYPE B 'PIPE SUPPORTS'. NOTES: 32 6 4 1% 11 3/4 30% 353 LOOSE FIT AROUND PIPE AT'U'BOLT. WRAP COPPER TUBING FOR HANGER RODS FOR HANGER RODS�"DIAAND LARGER. 1. FOR REQUIREMENTS SEE SPEC SECTION SUPPORTS'. 360A WITH 2"WIDE STRIP OF 3i"THICK RUBBER FABRIC 36 6 4 13 11 3/4 32% 373 in DIAAND SMALLER AND MINIMUM 8"THICK CONCRETE 2. GALVANIZE ALL PARTS AFTER FABRICATION. , , 3. WHERE PIPE SUPPORT OCCURS ON GRADE REFER TO STRUCTURAL * SEE MANUFACTURER DRAWINGS FOR DETAILS. 4. THIS PIPE SUPPORT IS LIMITED TO PIPE FROM 2%" DIAMETER TO 36" TRAPEZE PIPE HANGER _ PIPE HANGER DIAMETER INCLUSIVE. ADJUSTABLE PIPE SUPPORT " M-106 _ 5. TYPE 316 SS ANCHOR BOLT OR CONCRETE ANCHOR WITH TWO NUTS WITH E (FOR PIPE 24 DIAMETER REV 011402 FOR PIPE 16" DIAMETER REV 072501 M 107 AND ONE LOCKWASHER. PROVIDE BAR 4 X 3�X 4" WELDED TO BOLT. M-108 O R WITHOUT ' ' REV 011402 AND SMALLER) AND SMALLER) (TYP OF 4)SEE SPECIFICATIONS. ( (� " SALT vii. (FOR PIPE 36" DIAMETER AND SMALLER) I _.T �.,__,. ______r .. _ __ LOAD DIMENSIONS IN INCHES i I NOMINAL SUPPORTING i PIPE SIZE ' _ PIPE FLANGE 8 I *0'0 S ONE L A Y E R OF S A BC DE F G H J F . G H J _ _ _ _ _ _ _ _ '-_ _ _ _ T - - _ 1/1"NEOPRENE 'D'DIAMETER 6 4 _12 3/8 5/8 6 4% 6 12 10 6% 9 16 13 • p,Q�;• > EXPANSION GALVANIZED ANCHOR • 'E' 8 4 12 3/8 5/8 6 5 8 13 11 7% 9 16 14 c JOINT FILLER BOLT W/TWO HEX 10 4 112 3/8 5/8 6 6 9 15 12 9 13 18 15 o. X 90 NUTS AND PLAIN 'A' 12 4 112 3/8 5/8 6 ' 7 11 17 13 10 15 20 16 0 O Ai; ; WASHERS FOR t0 A ; , 3/ ' TYP LEVELING AFTER 14 4 12 3/8 5/8 6 8 12 17 14 11 16 21 17 co INSTALLATION ..� 16 4 112 3/8 5/8 6. 9 13 19 15 12 18 24 18 rd 'C'PLATE (TYPICAL OF 4) u. 18 4 112 3/8 5/8 6 10 14 20 16 13 19 24 19 Ems :' 1 ADDITIONAL 3¢"PLATE 20 5 112 3/8 5/8 6 10 15 21 17 15 21 26 21 STIFFENERS AT BOTH r���7 �i;• • �''~ a ENDS FOR PIPE 42" . ..I. 22 5 12 3/8 5/8 6 12 18 24 18 16 23 28 22 9 �'i i '!� DIAMETER AND LARGER .h :: 24 5 12 ? . ...�!'.... ..,.. _., ,a'. "RADIUS 3/8 5/8 6 13 19 24 19 16 24 30 23 •'�- ''' ' ' (TYPICAL) el`••r'—111 26 5 12 3/8 3/4 6 14 21 27 20 18 26 32 24 , Z 3-....3.--:— _•••i' NON-SHRINK GROUT, 30 5 12 3/8 3/4 6 16 23 28 22 20 29 34 26 �, _ :...... G SEE NOTE 7 i .:I:.• _ T. _ if) ' + SEE NOTE 3 ! " �•• 34 5 3/8 3/4 6 18 26 32 24 22 33 39 29 t 'G' SEE NOTE 7 74"CHAMFER 4,;�"! 36 15 3/8 3/4 6 19 27 32 25 24 34 40 30 H (TYPICAL) B 42 1 8 21 31 36 28 27 39 45 33 c� • -- -- -- -- --- _ o #4 DOWELS AT 12" ( ..-,__.Ir EACH FACE CONCRETE PIER 48 1 8 24 36 42 31 30 44 50 37 Fia` FIN FLOOR OR GRADE 54 6 18 1/2 1 8 28 40 46 34 34 48 56 40 NOTES: 60 11/8 8 32 45 52 37 36 54 60 44 66 1 1/8 8 33 49 56 40 40 59 66 47 r 1. WHEN SUPPORTING PIPE AND FLANGE ALTERNATELY ON THE SAME LINE, CONCRETE PIERS FOR 72 � 1 1/8 8 36 53 60 43 44 63 70 50 'E PIPE SUPPORTS SHALL ALL HAVE THE SAME DIMENSION'H'FOR FLANGE SUPPORT , a 2. PIPE SUPPORTS SHALL BE LOCATED IN PLAN AT POINTS MARKED THUS:(X) B 3. WHERE DIFFERENTIAL SETTLEMENT IS LIKELY TO OCCUR,OMIT GROUTAS DIRECTED BY THE ENGINEER .i 4. GALVANIZE ALL PARTS AFTER FABRICATION u' 5, WHERE DIRECTED BY THE STRUCTURAL ENGINEER,BOTTOM OF PIERS SHALL EXTEND BELOW BOTTOM OF SLAB PIPE SUPPORT 6. WHERE PIPE SUPPORT OCCURS ON GRADE REFER TO STRUCTURAL DRAWINGS FOR DETAILS (FOR PIPE 72" DIAMETER REV 011402 M-109 F 7. TYPE 316 SS ANCHOR BOLT OR CONCRETE ANCHOR WITH TWO NUTS AND ONE LOCKWASHER. FOR PERMIT'APPLICATION PROVIDE BAR 4 X%X 4"WELDED TO BOLT. (TYP OF 4)SEE SPECIFICATIONS AND SMALLER) t 0 S SCALE WARNING SUBMITTED BY 0 if 1 DESIGNED MWH STD ''64��, MECHANICAL SHEET: OF c I I + z NONE IF THIS BAR DOES MWH STD (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY MECHANICAL DWG: 000-GM-005 g NOT MEASURE 1" DRAWN C1eanWater Services TAN SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear, PHASE 4 EXPANSION STANDARD DETAILS - 1 DATE: 22-DEC-2004 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 • ' TWO HEX BOLTS FLAT BAR STRAP. ~Y W/NUTS. FOR FOR THICKNESS SEE ADJUSTABLE LINKED D y 4 Y- v v RUBBER SEAL SIZE SEE TABLE TABLE AT RIGHT -- - - �. = v LOAD AT RIGHT TWO HEX BOLTS W/ Er,, 4.• •° WALL �, (TYPICAL OF 3) NUTS. FOR SIZE SEE DIMENSIONS IN INCHES PIPE THRU WALL PIPE SLEEVE, MINIMUM _ - , t FLOOR OR FLOOR .-.,�,�,..,,ivii.. _ 4 2X TABLE AT RIGHT NOMINAL STRAP SUPPORTING �'�' ' 34"THICK STEEL Y y v w . . _ , _i\G ONE LAYER OF (TYPICAL OF 3) ~ �-- PIPE FLANGE — . PLATE,GALVANIZE AFTER - - (•I•YP)_ Y"NEOPRE PIPE SIZE FABRICATION TYPICAL SEE NOTE 2 w - 3"(TYPICAL) A B C D Em F G H J F G H J !�••;:�' o w -;-.-- "'-'-'`N' O�• i .- EXPANSION JOINT D DIAMETER - •-E• MINIMUM 3� PLATE OR -�" Q FLANGE OR END TO P FILLER. WRAP GALVANIZED ANCHOR a o ; 6 4 12 6 3¢ 4� 8 14 10 63� 11 16 13 3" PICAL o 4 \, °• ° X"THICK PLATE WALL FLANGE, THICKNESS OF PIPE VIAL' : v - - ` •: , ° SUIT MECHANICAL 90 o AROUND PIPE BOLT W/TWO HEX 8 4 12 ) y lik, NUTS AND FLAT . A " 6 a 5 93¢ 14 11 73� 13 18 14 4 �° . • ° . © SAME MATERIAL AS SLEEVE Y v Y Y �° COUPLING, SEE TYP WASHERS FOR --�! �-- 1 10 4 12 8 3¢ 6 11 16 12 9 15 20 15 {TYPICAL) i r" DRAWINGS 1 ,\ X r LEVELING AFTER s 4 (TYP) 12 4 12 % % 6 34 X 7 13 18 13 10 17 22 16' METHOD 'A' a � '�" C PLATE INSTALLATION 14 4 12 % % 6 3¢ X 8 13 18 14 11 18 23 17 EPDXY COATING s s (TYPICAL OF 4) N 16 4 12 % % 6 % X 9 15 21 15 12 20 26 18 CAULK WITH SAME AS SHOWN IN METHOD'A"ABOVE (FOR STEEL PIPE ONLY) "'� o. :; " BRAIDED YARN 1 MINIMUM ALLAROUND . RADIUS 1l , 18 4 12 % % 6 33 X 10 16 22 16 13 21 26 19 ADDITIONAL OR COTTON ROPE • • i w-L'- .,, "PLATE (TYPICAL) 20 5 12 36 36 6 96 10 18 24 17 15 23 28 21 Z CHAMFER % % 6 % 96 12 19 24 18 16 25 30 22 ' h. 0 . . \ • ;;; F ;;; STIFFENERS AT " ;i; i; 22 5 12 • • 4 __. co 2 ,! F BOTH ENDS FOR (TYPICAL) i'1 ' ;� 24 5 12 6 PIPE THRU WALL :��v,,- '••.. • , • -- 1"MINIMUM CLEARANCE,TYP "•13 21 26 19 16 26 32 23 OR FLOOR �`�' ' 3is ° 4 MINIMUM 6 OR PIPE 42 DIAMETER •• "'i""• r.94..% ��.1 ::::1'�: 26 5 12 36 6 % 96 14 22 28 20 18 28 34 24 _ • 0 0 r• AS SHOWN 4 5 _c. •. :_`._,_. ..... ..r AND LARGER :�...i_ "wIw � `✓ G EE T 7 -!43¢.. I 30 5 12 % 34 6 % 36 16 25 30 22 20 31 36 26 .444,.c 11:'f, �:•:� FILL WITH POLYURETHANE NON-SHRINK GROUT, S NOTE 34 5 15 6 18 28 33 24 22 35 41 29 •~•''��_•• I B I PIPE THRU WALL OR FLOOR, H SEE NOTE 3 SEALANT(TYP BOTH ENDS) • -- -- — .�.. o §�"MINIMUM ° ! ° WALL FLANGE,SAME MATERIAL AS PIPE. MATERIAL AS SHOWN. CONCRETE PIER ""-"- 36 6 15 X 6 19 29 34 25 24 36 42 30 NOTES: °' 42 21 33 39 28 27 41 47 33 (TYP BOTH ENDS) • 4 ,� • ° X"THICK FOR 4'AND SMALLER PIPE FOR LINING AND COATING #4 DOWELS " 48 6 18 3 1 8 X 24 38 44 31 30 46 52 37 1 DETAILS ARE TO BE USED IN DRY "THICK FOR 6"AND LARGER PIPE SEE SPECIFICATIONS Li FIN FLOOR OR GRADE EACH FACE METHOD 'B' WALLS ONLY SHALL NOT B NOTES: SEE NOTE 7 54 28 42 48 34 34 50 56 40 BE 60 32 46 52 37 36 56 62 44 USED FOR WALLS WITH WATER ON ONE OR BOTH SIDES. 1. WHEN SUPPORTING PIPE AND FLANGE ALTERNATELY ON THE SAME LINE, CONCRETE PIERS FOR 66 6 18 3¢ 1% 8 96 96 33 51 58 40 40 61 68 47 2. SLEEVES ARE NOT REQUIRED IN PIPE SUPPORTS SHALL ALL HAVE THE SAME DIMENSION'H'FOR FLANGE SUPPORT 72 36 55 62 43 44 65 72 50 CORE DRILLED WALLS, PENETRATIONS 2. PIPE SUPPORTS SHALL BE LOCATED IN PLAN AT POINTS MARKED THUS: (X) __..._.� THROUGH EXISTING WALLS,OR FLOORS 3. WHERE DIFFERENTIAL SETTLEMENT IS LIKELY TO OCCUR,OMIT GROUT AS DIRECTED BY THE ENGINEER 4. GALVANIZE ALL PARTS AFTER FABRICATION PIPE SUPPORT WITH STRAP SLEEVED PIPE OPENING _ FABRICATED PIPE THIMBLE 5. WHERE DIRECTED BY THE STRUCTURAL ENGINEER, BOTTOM OF PIERS SHALL EXTEND BELOW BOTTOM OF SLAB (FOR PIPE 72" DIAMETER REV 011402 M 110 REV 011402 M 111 REV M"112 Ofi0fi01 6. WHERE PIPE SUPPORT OCCURS ON GRADE REFER TO STRUCTURAL DRAWINGS FOR DETAILS AND SMALLER) 7. TYPE 316 SS ANCHOR BOLT OR CONCRETE ANCHOR WITH TWO NUTS AND ONE LOCKWASHER. PROVIDE BAR 4 X12 X 4"WELDED TO BOLT. (TYP OF 4)SEE SPECIFICATIONS PIPE OD (iS • WALL FOR INSULATED PIPES, RISER CLAMP D •�► OR FLOOR i EXTEND INSULATED !�� WALL WALL OR jg THROUGH SLEEVE i GRINNELL FIG.261, DUCTILE IRON OR ' ►- MINIMUM 1"3000 LB FS HALF COUPLING • FLOOR ° i TOLCO FIG 6 OR EQUAL CAST IRON THIMBLE OR FLOOR 3"TYPICAL. i 300 LB GALVANIZED MI OR STEEL SHELL DUCTILE IRON OR WITH INTEGRALLY 3000 LB FS BUSHING IF REQUIRED �! I> POLYURETHANE r CAST SEEP RING MINIMUM 6 OR CAST IRON THIMBLE MINIMUM 34 PLATE OR Q 4 FLANGE OR END TO SST / i LINING AND COATING AS SHOWN {TYPICAL)THICKNESS OF PIPE WALL SUIT MECHANICAL II/ — WITH INTEGRALLY• o o THE SAME AS PIPE SCH 80 GALVANIZED STEEL NIPPLE- • ,, CAST SEEP RING. . .o COUPLING,SEE " PLATE WALL ° CONCRETE SLAB • ' : . LINING AND COATING • . "DRAWINGS PICAL PIPE ID MINIMUM 6 OR o f ° o ) FGE / ! ° PIPE SIZE AND i /•. , 4 , AS SHOWN i—■—■— ' F _ MATERIAL AS v THE SAME AS PIPE• , -0 o -� SHOWN i ' . %.0` 4.01) •-•-• --11 ------ -•-•-•-•- 1- Ill -•-• • •..•MM•WM io �' i _-+ COAT WITH EPDXY _•_•_ ._._._._._._._._._._._._._•- . i Al• _/ - ; 0%.. MINIMUM 6"OR AS ° o 3"(TYPICAL) i ` l'' -.TAI_ APIIIIIIMAIVAITIMIVAIKKIAIAI 4 • 4 i .- i �:• ��.�r� �.�r�•� r�r jel"\ o p E y ,,. , / • • 8 • • SHOWN (TYPICAL) STEEL PIPE SLEEVE ; ° � ;. . I • GROOVED END X"THICK MINIMUM ,,,, ID PIPE ° °4 ° ° FLANGE OR END TO : /, '. • •` • ' FOR MECHANICAL t> SUIT MECHANICAL COUPLING(TYPICAL) THRU WALL OR FLOOR, 600 LB STEEL BALL .. • ' ' WALL FLANGE, SAME MATERIAL AS PIPE. MATERIAL AS SHOWN. (UNINSULATED PIPES -- I COUPLING, SEE O X"THICK FOR 4"AND SMALLER PIPE FOR LINING AND COATING ID=PIPE OD+ 1"MINIMUM DRAWINGS(TYPICAL) VALVE OR CAST IRON EXTERIOR COATING 96"THICK FOR 6"AND LARGER PIPE SEE SPECIFICATIONS (INSULATED PIPES) ECCENTRIC PLUG ID= PIPE OD+2X INSULATION \ THICKNESS+ 1"MINIMUM VALVE,AS SHOWN AS SPECIFIED WHERE REQUIRED • 1. THIS SLEEVE IS TO BE USED BETWEEN DRY SPACES ONLY. 2. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION 'PIPE SUPPORTS'. 3. GALVANIZE ALL PARTS AFTER FABRICATION c Ti FABRICATED PIPE THIMBLE VERTICAL PIPE SUPPORT SLEEVE FLANGED OR GROOVED DUCTILE PIPE CONNECTION _ GROOVED AND SPIGOT DUCTILE M-113 M-114 M-116 E REV 060601 REV 011402 IRON OR CAST IRON REV 061101 23i"AND SMALLER REV 060701 M 120 IRON OR CAST IRON REV 061101 M-121 ii PIPE THIMBLE PIPE THIMBLE UNIVERSAL CONCRETE INSERT, PIPE OR VALVE HANGERS 3"(TYPICAL) WALL OR FLOOR GRINNELL FIG 282,TOLCO FIG 309 OR EQUAL PIPE OR VALVE ROD DIAMETER DIAMETER(INCHES) (INCHES) .' b ` POLYURETHANE SEALANT leo i FOUR#4 BARS 4 THRU 8 X 3'-0"LONG FLOOR SLAB / 6"(MINIMUM)OR AS SHOWN • '•' 10 THRU 14 •,„•c 0 '•-•'. �;,.�'' `:; , • ' =1e' '' 16 THRU 24 .- ,:;;;; i• : Q ' • ROD TYPE 316 SS ° • °• • • '• • DUCTILE IRON OR CEILING (SEE TABLE AT RIGHT) • ' 1 .1* D co 4 • 0 ° CAST IRON THIMBLE 0 ' ' e• i� . • . WITH INTEGRALLY 3<Z"STEEL PLATE FORGED STEEL CLEVIS, . • •' ° °. I �, ' ' '-' CAST SEEP RING. SIZE AS REQUIRED GRINNELL FIG 299, : • iY 1 1 ma. BOLTED TO TOLCO FIG 332 OR EQUAL �' = i �, . , • �� ApAra�4LI/Ar� LINING AND COATING . • lit ° •' ' u_ THE SAME AS PIPE FLANGES r'�. •�_ ; •, • . °. - . hi•a/ � a• ' RUBBER SEAL ' 9 /EIIKF AI��r��IIAC WALL FLANGE. X 1 HICK i ADJUSTABLE LINKED _.12 ._ _ -'- "" STEEL. MATERIAL SAME 4•E V AS PIPE SLEEVE 1"CL o PIPE SLEEVE / THICK PIPE THRU FLOOR. FOR 1 • ° ° D FLANGED END PIPE OR VALVE PIPE OR VALVE FLANGES STEEL, MINIMUM. FOR LINING AND COATING �/ PAINTING AND COATING SEE SPECIFICATION c1 NOTES: SEE SPECIFICATIONS 5 1. ALL PARTS TO BE GALVANIZED AFTER FABRICATION NOTE: 2. FOR ADDITIONAL REQUIREMENTS r E SEE SPECIFICATION SECTION THIS SLEEVE IS TO BE USED 'PIPE SUPPORTS' BETWEEN DRY SPACES ONLY II: iU II FLANGED AND SPIGOT DUCTILE PIPE OR VALVE HANGER FLOOR PIPE SLEEVE REV 061101 M-122 (FOR PIPE OR VALVE 24" REV 042202 M-128 REV 061101 M-130 IRON OR CAST IRON FOR PERMIT APPLICATION DIAMETER AND SMALLER) PIPE THIMBLE "' SCALE ` WARNING SUBMITTED BY - 0 1 DESIGNED MWH STD MECHANICAL SHEET: OF er z° NONE ����� (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WI � DURHAM FACILITY MECHANICAL DWG: 000-GM-006 IF NOT THIS BAR DOES DRAWN MWH STD WITH: CleanWatS! 71ces P HASE 4 EXPANSION STANDARD DETAILS - 2 DATE: 22-DEC-2004 -' THEN DRAWING IS SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is c . REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 ,y w •• • • i DIMENSIONS IN INCHES 5"SQUARE X 2"DEEP UNIVERSAL CONCRETE INSERT, FACE OF WALL v 'Z'Fi771NG UNISTRUT SERIES P-5545, GRINNELL/d LOAD RECESS. DRY PACK GALVANIZED, GRINNELL FIG 282 OR CEILING ---- : - - POWER-STRUT NO 2601 OR EQUAL(TYPICAL) B C (USE WITH DRY TOLCO FIG 309 OR EQUAL v -:y:, "'5 'DI FLAT BAR WITH 2 BOLTS AND HEX PIPE 'p� RATING �r•-• NUTS. GALVANIZE AFTER FABRICATION DIAMETER 'A' SEE NOTE 3 HOLE FLAT BAR SIZE LBg SURFACE ONLY) - ALTERNATIVE (USE WITH WET SURFACE ONLY) STEEL SHELL �._.. PIPE CLAMP GRINNELUPOWER-STRUT SERIES BELOW DIAMETER SYSTEMS 6" .• r3126, I,NSIRUT 2558 OR EQUAL. WHEN USED ! 4"SQ X�"THICK WASHER OR AS ° . ay ,, - NP'VC CR FIBERGLASS PIPE, PROVIDE STEEL " MORTAR LINING STEEL BALL VALVE, OR - 5tte 2 7�ie X 114 190 WITH HEX NUT(USE WITH FOUR#4 BARS 3I-0"LONG •° ;. CAST IRON ECCENTRIC SHIELD-WITH LOOSE FIT AROUND PIPE AT r DRY SURFACE ONLY) —fit, :+ SHOWN C a CLAMP. FOR COPPER TUBING,WRAP WITH 2" PLUG VALVE, PRESSURE o t .• RATING AS REQUIRED 0 WIDE STRIP OF RUBBER FABRIC(TYPI Mill 1 CAL) Ai, 1' ��� 1 6% 2% die �a X 1� 190 � /r'+ � ° ;,� (1'Y ) ' t T PIPE ID '/••� Q ° , �, ��, �- it _._._._. _�_ _ _._._. ._._._._._._._._._._I 1/ gt 23 4e X 1�/ . • . . •. •, g ,,, , T'!FE 317S-SS FRAMING SUPPORT, UNISTRUT SERIES ,y ; 'fie a s ate a 190 , r ••,/;:i 1 ' , : ' - :P-AMC,OR�NNELUPOWER-STRUT SERIES PS-150 1�� ; min 1 6% 1 •4 I - " 6 die 3 die X 1 190 . ' , • _"'�.. ' _ _ - -01i EQUAL AT 5-0 OC MAXIMUM UNLESS `�' i r' •4o 1" r • •' -... /.:;� _. ._._. E: r••--� OTHERWISE NOTED(TYPICAL) a3 m 2 8ie 3e 14 Tie X 1 420 1 DIAMETER GALVANIZED ""- ilia. • r . • •• •-;,F �, • " al I ca ! - 2 8� 37/�e 7 X 1 420 PIPE SLEEVE(USE WITH • _ - , DIAMETER TYPE 316 SS OR CEILING __ die DRY SURFACE ONLY) -•-I-•1 o a CONCRETE ANCHOR W/ o. 1: : dill 3 914 3 4e X X 1 X 420 c9 4"DIAMETER ROD TYPE 316 SS, •�• NUT AND LOCKWASHER a "" '' w .r r,:+ • ° .: 0 • o . ' 4 0 . 0 . o ° ' Q • a r 314 10� 4 9 8 Vs X 1 Y 420 �• �' - - . 4 MAXIMUM ' z t:i FLUSH MOUNT (TYPICAL) t THREAD BOTH ENDS. '• - ) AS REQUIRED • i ° , o, ' , o • '• i �$ 4 4 LENGTH AS REQUIRED - -•'- -•- •f- -------� SEE SPECIFICATIONS -- �:_:•° i p p o ; 1018 4s 94e X X1% 610 i •' TYPE 316 SS FRAMING SUPPORT, UNISTRUT °• o - P. ••4, •• 0 SERIES P-5500,GRINNELL/POWER-STRUT `;.. �e w ' r p . 0 FLANGED OU 'E ET,COATED. " a• , ,• " '" i'" . 'C'HOLE DIAMETER 5 1134 434 4 X 1% 610 w " Vie '• SERIES PS-156 OR EQUAL AT 5-0 OC =! 'A' ! TURNBUCKLE PIPE SIZE A!�D MATERIAL AS SHOWN I- �,�4e N" MAX UNLESS O HERWISE NOTED P!� `! 6 14 5e 36 X 1 870 �� GALVANIZE(TYPICAL) (MIN) SEE SPECIFICATIONS T ) z _140 8 16 6' e X 1 870 3"DIAMETER GALVANIZED CONCRETE f.). ° A , ia t TYPE 316 SS CONCRETE ANCHOR WITH I EXTERIOR COATING ANCHOR W/NUTAND LOCKWASHER TYP °' NOTES: ! WHERE REQUIRED,AS SPECIFIED ( } a• �: • HEX NUT AND LOCKWASHER(TYPICAL) 'Z'FITTING UNISTRUT SERIES P-1479 SEE SPECIFICATIONS. 1. WHERE SUBMERGED, PIPE CLAMP,ANCHORS,SHIELD,NUTS �a"U-BOLT GALVANIZE :::::-.11). i 36CC]b0%00 C "DIAMETER PIPE i GRINNELUPOWERwTRUT NO PS-3080 "DIAMETER FOR 4"TO 8"DIAMETER PIPE AND LOCKWASHER TO BE TYPE 316 STAINLESS STEEL. NOTES: AFTER THREADING OR EQUAL(TYPICAL) • • 2. WHEN USED WITH PVC OR FIBERGLASS PIPE, PROVIDE STEEL 1. THIS PIPE HANGER IS LIMITED NOTES: ° EXTENDED SHIELD WITH LOOSE FIT AROUND PIPE AT CLAMP. WRAP COPPER TO PIPE SIZES 8"THRU 24"DIAMETER 1. THIS PIPE SUPPORT IS LIMITED TO PIPES TUBING WITH 2"WIDE STRIP OF RUBBER AT CLAMP. 2. FOR ADDITIONAL REQUIREMENTS SEE UP TO AND INCLUDING 6"DIAMETER MOUNT 3. FOR FLANGED PIPING, INCREASE B DIMENSION AS REQUIRED. 4. FOR PIPES SMALLER THAN 3"SEE STANDARD M-142. SPECIFICATION SECTION'PIPE SUPPORTS' 2. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION'PIPE SUPPORTS'. PIPE CLAMP FOR INDIVIDUAL PIPES PIPE HANGER PIPELINE CONNECTION PIPE SUPPORT FOR INDIVIDUAL (FOR PIPE 8" DIAMETER REV 011502 M-131 M-132 M-133 M-139 (FOR PIPE 24" DIAMETER REV 061101 4"AND LARGER REV 060701 PIPES REV 042202 AND SMALLER) AND SMALLER) (FOR PIPE 6" DIAMETER AND SMALLER) •"""%k3 ! DIMENSIONS IN INCHES FABRICATED SLIDE OPENING FRAME SLIDE ''"'1�:> O GATE W/HANDCRANK ; Milling I ELBOW 'B' 'C' 'D' 'E' -� SUPPORT CHANNEL C4x7.25 OPERATOR AS i J I 'A'DIAMETER DIAMETER THICK SQUARE DIAMETER LENGTH TO SUIT SPECIFIED ••:••• - •.•`�`� CONCRETE SPACE AT 5'-0"OC MAXIMUM y- ' ANCHOR BOLT PER s, 'A'DIAMETER ; i 4 2 % 6 % SLIDE _ INVERT UNLESS OTHERWISE SHOWN OPERATING r MANUFACTURER'S ,•f'• CAST IRON 'A'DIAMETER 1 6 2 7 % �i GALVANIZE AFTER FABRICATION FLOOR OR SHOP DRAWINGS _ ` - jt •� BASE ELBOW STEEL ELBOW r�� TOP OF EXTRUDED I 8 4 1 ~\ WALL z0 r _ \ U BOLT GRINNELL FIG 137,TOLCO �•"`''' ` ALUMINUM FRAME ''' I' ' If, • %� i I 10 4 9 C� FIG •110 OR EQUAL(TYP) WHEN • . �"-1" SECTION-SIDE FRAME SECTION-BOTTOM FRAME (TYP). Q K �� ' +� USED WITH PVC OR FIBERGLASS _._ _._._._. ._. _._._._._._ 12 6 11 _ �O PIPE, PROVIDE STEEL SHIELD 4 `: 4 a 'B' DIAMETER ! 'B'DIAMETER 4 ��� . : FLAT BACK FRAME SCHEDULE 40 ' SCHEDULE 40 14 6 11 ;a, WITH LOOSE FIT AROUND PIPE AT .1 FRAME AND STEEL PIPE i STEEL PIPE , g U BOLT. WRAP COPPER TUBING M MOUNTING . i 16 6 11 a 360 WITH 2"WIDE STRIP OF DETAILS ° •. OPENING FRAME SLIDE STEEL FLANGE i STEEL PLATE THICK RUBBER FABRIC TO MATCH CI ! e� V ; UV 18 8 % 13h % � ` BASE ELBOW C THICK x D SQUARE -- � .:.._-._.-::' I' CONCRETE WITH 4 BOLTS I ! ! 1'3"NON-SHRINK GROUT ! ■ ! -1 4" NON- 20 8 133 e V M 223 •' 'E'DIAMETER : SHRINK GROUT PL 8 X X 8" I �� z ►,-_�!� 4 i INVERT ETER •:,: �� •,•; .I: , I ' 24 8 13 FLANGE(MINIMUM) , I z = pr i; EXTRUDED ._..._._:i s •.. . •.:•••• •.•• \ w ALUMINUM FRAME �! • : a; ' o poi • ! 0 . D ii: ei ° i • • • 30 10 3 16 4A I o ; , o 0 o a T CONCRETE FLOOR ALUMINUM 0 SLIDE ; V. :�: o OPENING I BLOCKOUT -� �% . 0 • 0 1:;.• ;, o o o o ;I; o 0 36 12 19 %� • -- -- • i o INVE 0,Tee=��� 23 1 : . . : • i t . ... .11 . �. :. : '. :. � - --____. 411114112..: ••:• , (OPTIONAL) . r .'E'DIAMETER CONCRETE 'E'DIAMETER CONCRETE 42 16 '••';• ;••';' I; .• ; ; ' .ANCHORS, (4 AT 90^) ANCHORS, (4 AT 90^) 48 18 25 1 3 TYPE 316 SS CONCRETE ANCHOR SEE SPEC{FIATIONS SEE SPECIFIATIONS CHANNEL OR SECTION SIDE FRAME SECTION-BOTTOM FRAME AND 5-175 W/TWO HEX NUTS AND LOCKWASHER .... I,, AND 5-175 FOR LEVELING SEE SPECIFICATIONS TANK INVERT --� 't*.: EMBEDDED FLAT BACK FRAME CAST IRON ELBOW STEEL ELBOW (TYPICAL OF 4 AT 90^) f •• 1..;. . , • p, , . , • ..a, NOTES: •�;. p • • r . . 1. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATION SECTION • • e • • ' NOTF. NOTES: 'PIPE SUPPORTS'. NOTE: 1. FOR ADDITONAL REQUIREMENTS SEE SPECIFICATION 2. THIS PIPE SUPPORT IS LIMITED TO PIPES i"THRU 12"DIAMETER. MATERIALS AS SPECIFIED. FOR ACTUAL DIMENSIONS SEE MANUFACTURER'S SHOP DRAWINGS. • , SECTION'PIPE SUPPORTS'. ii 2.ALL ANCHOR BOLTS SHALL BE TYPE 316 SS. ELBOW SUPPORT UPRIGHT PIPE SUPPORT SLIDE GATE - DOWNWARD CLOSING ALUMINUM FLAT BACK FRAME E (FOR PIPE 48" DIAMETER REV 062702 M-'140 (FOR PIPE 12" DIAMETER REV 072501 M-150 M-215 M-223 o AND SMALLER) AND SMALLER) Y- , , \ I TYPE 316 STAINLESS , AS REQUIRED BY cn STEEL GATE STEM I" ! FLOOR STAND � SHIMS AND NON- ! % I % ! / GATE OPERATOR SET TOP OF FLOOR SINK FLOOR SINK, AS SPECIFIED, SHRINK GROUT ; I I FLOOR STAND l"BELOW FINISHED FLOOR 3"OR 3" FOUR 3/4"(MINIMUM) , (WITH FULL, g "( UM) % 1" PROJECTION SLOPE FLOOR APPROX GRATE,AS REQUIRED BY COATED ANCHOR / , / E TION 24 DIAMETER AROUND NUMBER OF INDIRECT AFTER ASSEMBLY FLOOR DRAIN WASTE DRAIN LINES) SET TOP OF FLOOR DRAIN FLOOR DRAIN, .....,,-• , BOLTS W/STAINLESS ) "BELOW FINISHED FLOOR AS SPECIFIED - STEEL NUTS AND I ; ' INDIRECT WASTE LINES SLOPE FLOOR APPROX • 9 WASHERS, SEE NOTE 3 , ; • , S AIR GAP(MINIMUM TWO 24"DIAMETER.AROUND toI/,//. //.r . -i FOUR ADDITIONAL � .;.: : ; '' • PIPE DIAMETERS OR 2", FLOOR DRAIN , FINISHED FLOOR WHICHEVER IS GREATER) #5 BARS, EXTEND 6" .o. ; ! ' i o •.o, b ' !• •i FROM ANCHOR BOLTS n i ,. y;„., o•6'oo . I i I b) Z Q a , q ° • a . ,;N. '_;?' .,+ o a U. i o FINISHED FLOOR .;11111111r'; d ° • C a cO'b .�.- i * '•b ! e • p, • • p • p % �\ • o • p • • p • • p • •Q o ' i 1 .4� 0 • o . a . Q o , ~� E� Q a ° Q a © o•.E INSIDE DIAMETER OF HOLE • ,�• , 1 • • a r •� ,-' •A FOR STEM PASSAGE SHALL ! ! 4" -� t- - p0 p • • p ° ' ( �� I • • fl` • • C,, • • p • • p 9 BE A MINIMUM OF THE STEM ! i MIN :.o.' `�r '� ,�„_,, DIAMETER PLUS 1-112 AND A , oo a 1 Z MAXIMUM OF THE STEM ..o. o., - - .._.•_ _. _._._._._._ •_ i c DIAMETER PLUS 4". o..b ..,..,, , I STUDDED PIPE SLEEVE ! .0,0' FLASHING CLAMP WITH i•IR WITH 1-1/2" PIPE PROJECTION ; ''Y. o° o ....-•-•-•-•-•-•- •- 27"DIAMETER.X 4 LB ; I DUCTILE IRON OR i ;o•b FLASHING CLAMP WITH i SHEET LEAD FLASHING % I DIMENSION AS REQUIRED Q' 27"DIA X 4 LB SHEET i ' -'_'-L WHERE SLAB IS NOT CAST IRON DRAIN LEAD FLASHING,WHERE . DUCTILE IRON OR ON GRADE -- SLOPE AT 4"/FT BY GATE MANUFACTURER SLAB IS NOT ON GRADE I. % CAST IRON DRAIN OR AS SHOWN 9 NOTES: SLOPE AT Y4"PER FT 4'-'--- OR AS SHOWN t P t TRAP r r 1. FLOOR STAND IS REPRESENTATIVE ONLY. g 2. DETAIL APPLICABLE FOR FLOOR SLAB OR CURB INSTALLATION. 'P'TRAP a: 3. IF USED ON ELEVATED SLABS LESS THAN 12"THICK, BOLT THROUGH 6 SLAB USING 4-3/4"COATED ANCHOR BOLTS W/SS NUTS AND WASHERS. " FLOOR STAND INSTALLATION FLOOR SINK FLOOR DRAIN M-230 REV 061101 M-301 REV 061101 M 302 FOR PERMIT APPLICATION L ko cc� SCALE WARNING SUBMITTED BY S ` 0 ii 1 DESIGNED MWH STD `404 MECHANICAL SHEET: OF er z NONE IF BAR DOES MWH STD (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY MECHANICAL DWG: 000_ M-007 NOT MEASURE 1" DRAWN C1eanWat' Services -, SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION STANDARD DETAILS - 3 DATE: 22-DEC-2004 Our commitment is dear. REV DATE BY DESCRIPTION T NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 O REMOVABLE COVERS FOR SUMP PUMP DISCHARGE AS SHOWN , _ = ,v : a v ` - SEALED SUMPS, ONLY PIPE SUPPORT - _ v y V y SET TOP OF FLOOR SINK FLOOR SINK, AS SPECIFIED, V - v 3"BELOW FINISHED FLOOR (WITH FULL, 3"OR 3I" SET TOP OF FLOOR DRAIN FLOOR DRAIN, CORROSION CONTROL PANEL v SLOPE FLOOR APPROX GRATE,AS REQUIRED BY 3i"BELOW FIN FLR SLOPE RESISTANT(HIGH SILICON SEE ELECTRICAL .. 24"DIAMETER AROUND NUMBER OF INDIRECT FLOOR APPROX 24"DIA CONTENT)CAST IRON AS CONTROL CABINET,AS SHOWN DRAWINGS o _ - 1 „ - : -V FLOOR SINK WASTE DRAIN LINES) AROUND FLOOR DRAIN SPECIFIED •, .. • , t PLUG OR „ _ ,,-. y - = - SS BRACKET o o 1111.„...----- BALL VALVE - , w INDIRECT WASTE LINES AIR GAP(MINIMUM TWO , I 1 I MINIMUM 3"VENT(FOR SWING CHECK VALVE p PIPE DIAMETERS OR 2", ; / FINISHED FLOOR -f- --= SEALED COVERS ONLY) ��C - N WHICHEVER IS GREATER) i / �, z _•� „_,- --HOSE CONNECTION -* v v V Y - - y h _ FINISHED FLOOR •• . • . ;.�` _ o.;; .>°•i.• • • •• • ° • .°• . ° _•• ... .. 0 0 ' ° 0 • * A • 0 . 0 . 0 . 0 ' 0 0 • 0 , .� � h ; r'" V3° 0 NEOPRENE REINFORCED a. • • ° • • ' . • ° ° ' ° ° ° ° �' SUBMERSIBLE h\,�y ;�; ? •° PRESSURE HOSE D D D D • P • D , • - ` i SUMP PUMPS S 0 AS SPECIFIED-� • •- SEE w SS LIFTING �� ,,,,� •. DRAWING ,., GRATING OR SUMP COVER w • CHAIN OR CABLE .,��. , j WITH GASKET,AS SHOWN W/HOOK - - - - - - - - - - - CORROSION RESISTANT FLASHING CLAMP WITH i ;� ,,, NOTE: ~' DRAIN PIPING, SLOPE AT PLAN • a • 27"DIAMETER X 4 LB i X"/FT,OR AS SHOWN , 1/ u II .�..-. SHEET LEAD FLASHING 1 I /CORROSION FLASHING CLAMP WITH WHERE SLAB IS NOT RESISTANT 27"DIA x 4 LB SHEET [ �'' • ' • ' • • • . •• 4 '1 •g, S DRAIN PIPING, SLOPE AT LEAD FLASHING,WHERE CORROSION RESISTANT . ON GRADE PER FT OR AS SHOWN FOR SUMP SEE STRUCTURAL SLAB IS NOT ON GRADE 'P'TRAP AS SPECIFIED i DRAWINGS CORROSION RESISTANT SECTION 'P'TRAP AS SPECIFIED CORROSION RESISTANT FLOOR SINK CORROSION RESISTANT NOTES: DRAINAGE SUMP WITH DUPLEX PUMPS M-309 M 310 1• FOR ENTERING DRAINS, SEE DRAWINGS. M-316 FLOOR DRAIN REV 061101 REV 061101 - 2. PIPE SIZES AS SHOWN. REV 061401 • 20" WOOD BEAM STEEL BEAM 4 BAR 3'-0"LONG(TYPICAL) CONCRETE BEAM 20" 20 ALUMINUM DUCT WOOD SCREW I-BEAM CLAMP CONCRETE INSERT, ANCHOR HOR W/NEr RETE ■ 1 e 41 ANGLE CLIP GRINNELL FIG 131, ..-.- ,•{•.... ,,,,,. GALVANIZED,TOLCO •• 2 X 2 X t6X 0'2" TOLCO FIG 62 OR �.- .,'`' ,,,r,}7 �� " •';. : LOCKWASHER `" �' `"" "'' FIG 309,GRINNELL " SPUTTER DAMPER V;; ( } (TYPICAL) '' ' ' �- FIG 2$2,OR EQUAL w�c-•t •- L 2 X 3 X 0 Z 631"x 19%" " 6V x 19 1,• LONG TYPICAL EQUAL TYPICAL ' L .. " INDELIBLE BLACK INDELIBLE BLACK ' BOTH SIDES BOTH SIDES '• 7 „ -• = i _ •_ ; (TYPICAL) �,1 LONG(TYPICAL) DANGER PANEL WITH PANEL W/2, HIGH - - s:;�:� • BOTH SIDES YELLOW CHARACTERS YELLOW CHARACTERS p DUCT(TYP) ' ; +�+; -� DOUBLE THICKNESS DUCT(TYPICAL) s DUCT(TYPICAL) ; DUCT(TYPICAL) _ ____ TURNING VANES - -- '. LiZ. 111 I I YELLOW BACKGROUND `� I .� . --- YELLOW BACKGROUND P CONFINED SPACE �P. -,s,lat ROD, , PERMIT REQUIRED 4 HOLES FOR 4 HOLES FOR 14" DAMPER ROD SLOP PP PP THREADED BOTH ENDS ,�, LINKED EYE-ROD n \- ROD, �"DIAMETER DIAMETER BOLTS. 1 IN tr- BOTH SIDES(TYPICAL) E F. ROD,THREADED BOTH ENDS THREADED BOTH ENDS BEFORE ENTRY BOLTS EACH HOLE SHALL SUPPORT ANGLE, ICAI-}BOTH SIDES BOTH SIDES(TYPICAL) BOTH SIDES(TYPICAL) ill (TYPICAL) SUPPORT ANGLE, (TYPICAL) SUPPORT ANGLE, 0 0 0 0 HAVE A METAL 4 D SUPPORTANGLE, d GROMMET (THROAT RADIUS) LENGTH AS REQUIRED (TYPICAL} LENGTH AS REQUIRED (TYPICAL) D LENGTH AS REQUIRED LENGTH AS REQUIRED INDELIBLE BLACK CHARACTERS 2X"HIGH INDELIBLE BLACK CHARACTERS WOOD BEAM HANGER STEEL BEAM HANGER CONCRETE SEAM OR SLAB HANGER CONCRETE BEAM HANGER NOTE: NOTES: OR ALUMINUM DUCT , MATERIAL TO BE 0.040"ALUMINUM WITH BAKED ENAMEL FINISH OR WARNING SIGN ABLE TO 9" AIR LOW HANGER SIZING AND SPACING(INCHES) 1. AR G S GN TO BE AB E O BEND TO A 9 RADIUS. TYPICAL SUPPLY AIR EQUAL,STYLE AS SHOWN. SIGN TO BE ATTACHED IN 2.MATERIAL TO BE 0.060"THICK BUTYRATE OR EQUAL. MAX DUCT SIZE ROD DIA SUPPORT ANGLE MAXIMUM SPACING CONSPICUOUS LOCATION AT ENTRY TO STRUCTURE. 3.SIGN TO BE ATTACHED IN CONSPICUOUS DUCT BRANCH LOCATION AT ENTRY OF STRUCTURE, TYPICAL SHARP TURN 36 X 12 1XX 1%)(X) 8'-0"ON CENTER WITH TURNING VANES 48 X 18 li 2 X 2 X 3, 8'-0"ON CENTER c 60 X 24 34 2X2X�18 6'-0"ON CENTER 1 WARNING SIGN VENTILATION WARNING SIGN AIR DUCT DETAILS 80X24 i 2X2X3/ 6'-0"ON CENTER . HANGERS FOR DUCTS REV 011602 M-508 REV 062801 M-509. REV 010199 M-516 M-517 REV 022299 g ra. PLUG VALVE, a 1" DIAMETER HOLE SQUARE CONCRETE APRON HEATING COIL "FLUSHING (TYPICAL) SPACE EQUALLY WITH WITH /2 RADIUS TOP EDGES (TYP) CONNECTION IHOLES TOTAL AREA ACCESS MANHOLE PURGE VALVE (TYPICAL) 1.5 TIME THE AREA OF AT HIGHEST POINT = VENT PIPE DIAMETER VAULT AS SHOWN ; ( ) THERMOSTATIC fig• c (TYP) �^ • GRADED M I • • • • • °° RETAINING ANGLE ALVE MIXING• • 0•� �� I E E : . a. i �� TYP ' � '"' ( ) ,- „ v I _�.... © / , REDUCER, T'3 . ., 1 fi OR ; AIR FLOW I �'' (TYPICAL) u. , , AS SHOWN :■•; ) -§ co SCHEDULE 20 STEEL ' ': ' P`� VALVE •PIPE AIR EXHAUST, ••'' i O� 47 9 SIZE AS SHOWN ,`, • • ••REDUCER AS REQUIRED • VAULT ::.: •• °• •• ••: ° • AIR DUCT STRAINER VALVE Q • 1--- \ �� •-'- - - - - - -T-• - -.- CONNECTOR AS ' ERATUREGAUGE, L- " - =�1� 11 SLEEVE-TYPE COUPLING .:: 12"OR AS SHOWN ' - REQUIRED(TYP) (TYPICAL) .' �. ;, , I (TYPICAL) COUNTERFLOW CONNECTIONS • NOTE : WALL FLANGE OR NOTE: IF MULTIPLE ROW COIL o v THIS DETAIL IS A TYPICAL LINKED SEAL(TYPICAL) 1. PROVIDE REVERSE RETURN HEADERS IF COILS ARE t ILLUSTRATIVE SECTION. MULTISECTIONAL. r .x., FOR TRUE ORIENTATION, SCHEDULE 20 STEEL PIPE AIR 2. SEE PLANS FOR PIPE SIZES AND GPM FLOW RATES, SIZE AND LOCATION OF INTAKE, SIZE AS SHOWN ON EQUIPMENT SCHEDULE.SHEET 000-GM-004 =3+ VENT PIPING AND ACCESS °- MANHOLE,SEE DRAWINGS iii iz HEATING COIL PIPING WITH VAULT VENTILATION AIR DUCT THROUGH WALL 3-WAY VALVE M-519 M 531 REV 062502 REV 010199 - M-540 FOR PERMIT APPLICATION `; SCALE WARNING SUBMITTED BY 0 If 1 DESIGNED MWH STD `'440, MECHANICAL SHEET: OF z NONE (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH; DURHAM FACILITY MECHANICAL DWG: 000-GM-008 IF THIS BAR DOES DRAWN MWH STD CleanWater Services NOT MEASURE 1" THEN DRAWING IS SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PHASE 4 EXPANSION STANDARD DETAILS - 4 DATE: 22-DEC-2004 ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 / • • a s \ , `-, - . - V , SCHEDULE 40 STEEL PIPE, COMBINATION AIR VACUUM _ ! _ _ _ _ _ _ ' SCHEDULE 80 GALVANIZED _,, — 2"DIA FOR 1"TO 2"AIR VALVES. r - PRESSURE GAUGE 3 "DIA(MINIMUM)CALIBRATED IN APPLICABLE UNITS AIR MAIN ' AND AIR RELEASE VALVE !• • • • i./ STEEL NIPPLES '` u = r WITH SNUBBER, FOR PANEL MOUNTING AS SPECIFIED 4b, ._ AS SPECIFIED " FOR AIR VALVES 3 AND LARGER PRESSURE SWITCH OR TRANSMITTER WITH SNUBBER FOR PANEL "PLUG VALVE ==� (SEE NOTE) 4"-150 LB BLIND FLANGE. DIAMETER=SAME AS VALVE r y- DRILL AND TAP TO MATCH NOMINAL SIZE MOUNTING AS SPECIFIED i " VALVE INLET, (SEE NOTE) ; \ - - ;. : , - - U = \--- " _ ; - "Y"STRAINER PIPE END SHALL SUIT CONNECTION : : .: - .� UNION ': i 4" 150 LB FLANGED SHOWN ON AIR VALVE DETAIL t� "UNION ...... p 346" „TEE =.'' i (LINING AND COATING SHALL �:: .._.--- _• ' 10 GAUGE ROUND STEEL PLATE Y ELBOW 600 LB STEEL BALL WITH OPENING TO MATCH PIPE N MATCH MAIN PIPE} - N MOUNTING PLATE, VALVE WITH SCREWED ��' " ,aaraar - .. - w , 4 c.� ,rrr ; AND WELD TO PIPE TYPE 316 SS _._._._._._. ��� +: � : "SCHEDULE 40 ENDS(SEE NOTE) , 2"SIZE AND SMALLER MAY N „_ - _ _' �� . c�►- ( ? ; HAVE HALF COUPLING u�1i :::;;:�,,:�,.,. ! '::: ,ar REDUCER PIPE TYPE 316SS NIPPLE _.�._. i,. .:::: 22 GAUGE 8 X 8 BRONZE, BRASS ro 1 BUSHING Q (TYPICAL) ! INSTEAD OF FLANGED >, > ; .. ,,, ,.tr r.r rr__.r D �"TYPE'K'COPPER "" AS READ {TYPICAL} , , ; OUTLET >�, :..: ;..+ OR STAINLESS STEEL WIRE CLOTH TUBE WITH .... .... i .,r ; .rrr .�_.� 4 a p ;,,• ,,,,,,::.,,,, 10 GAUGE FLAT EXPANDED METAL " �.,.ta,�, i SCHEDULE 40 GALVANIZED „ �;;;,,,,, „ n- COMPESSION �` •.�.� CAP I 1v d. w .,�::: : e. ;,. .I MESH(3/4"OPENING), TYPE FITTINGS _._ /'st N/ •_ .,0 ,,v co ; STEEL PIPE, ROUTE TO > ...,,..a.., ;;;;;; TACK WELD TO STEEL PLATE NEAREST DRAIN AND PROVIDE 4 �o r.,,,F.ca:,...... i — _._ Q .... .ir.r,r SENSING LIQUID \�\ s > t %,„,..,„ G IQUID /\ ,\� i i PIPE SUPPORT AS REQUIRED 4,,��a\ ,� �, " M igilliW: !.'1.11 WIDE STAINLESS STEEL BAND iiirrl�� \� "di . SCHEDULE 40 TYPE 316SS i ...,„r...a..a., N CONDENSATE tt u, WAFER TYPE PIPE TO NEAREST ; O (TYPICAL OF 2) t.•� TRAP AS SPECIFIED THREADED COUPLING © �• DRAIN OR GUTTER MAIN L- U- _._._._._._._._.1._._._._._._._._ PRESSURE SENSOR, / + II -'- RED VALVE, i (LINING AND _ _ _._._ _._ l to t 1"(TYPICAL) COATING ONYX VALVE -'-iiIi®�-' �"- "" SPECIFIED) M-808 AIR VALVE SCREEN - .r OR EQUAL % NOTES: } ' '• 4"DIAMETER 10 GAUGE ROUND STEEL PLATE BLIND FLANGE W/ " 1. PROVIDE TRAP ON AIR LINES AT LOW POINTS AND ENDS ! " 2" �►.�'�.�► RA\ FLUSHING CONNECTION AND WHERE SHOWN. `►-' AIR GAP MINIMUM TWO FOR 1 OR 2 AIR VALVE a) ' ���`�/ 2. FITTINGS SHALL BE 300 LB SCREWED MALLEABLE , PIPE DIAMETERS OR DIAMETER=PIPE SIZE+3" _._ \ ■`�._. IRON GALVANIZED, OR AS CALLED OUT. NOTE: ! NOT LESS THAN 2" FOR 3"AND LARGER AIR VALVE \ �/r FLANGED CONNECTION : ���„�''',, 3. FOR CONDENSATE TRAP ASSEMBLY FOR PIPELINE W/RING GASKETS FOUL AIR SERVICE USE ALL TYPE 316 SS. FOR PIPING SYSTEM WITH SERVICE PRESSURE CLASS GREATER THAN NOTE. 150 PSI. ALL COMPONENTS FURNISHED SHALL BE SUITABLE FOR AIR VALVE SCREEN ASSEMBLY(EXCEPT WIRE CLOTH AND STAINLESS THE HIGHER PRESSURE STEEL BANDS)SHALL BE PAINTED,SEE SPECIFICATIONS PRESSURE GAUGE, SWITCH OR TRANSMITTER WITH PRESSURE SENSOR CONDENSATE TRAP AIR-VACUUM AND AIR-RELEASE AIR VALVE SCREEN REV 010199 M-613 S M-802 REV 061801 M-804 M-808 REV 061101 VALVE ASSEMBLY REV 061901 3" AND SMALLER FOR BASE MOUNTING, ,-fi„ <TYP EIGHT SIZE 10 X 1/2"STEEL LIGHT MOUNTING PANEL 3/16"PLATE 1 USE FOUR 3/4" DIAMETER D TAPPING SCREWS.ZINC PLATED, GALVANIZED STEEL 1"QUICK DISCONNECT 5" '0 HOSE FITTING ' TYPE 316 SS CONCRETE PAN HEAD SLOTTED,TYPE AB " •-•-•- :: �� -•- ANCHORS W/NUTS ; 3-0 p AND LOGKWASHERS ri WARNING SIGN FOR In SCREWED . �, M-832 '■ - _._ GLOBE VALVE 0 o INDELIBLE BLACK r It NON-POTABLE WATER _ �'° V E PANEL W/7/16"HIGH ' '',�`t• 1''• YELLOW CHARACTERS _ 1_ CAUTIO FOR WALL MOUNTING, 0 — PIPE CLAMP USE FOUR 3/8"DIAMETER M-825 HOSE RACK YELLOW BACKGROUND FROM SUPPLY LINE 8"X4"X 1/4" BASE PLATE ' GALVANIZED CONCRETE , ® ; W/TWO 7/8"DIAMETER HOLES ANCHORS W/NUTS , AND LOCKWASHERS - AIR TOOL OUTLET- SIDE VIEW 101/2"RADIUS 7"RADIUS NON - POTABLE /FOUR HOLES FOR Cr)3/4"RADIUS(TYPICAL) 1/4"DIAMETER BOLTS. EACH HOLE SHALL i HOSE BIBB, 1" HOSE BIBB WATER HAVE A METAL i ._._&._/_. SEE DET A - 3- AIL T RIGHT GROMMET 4 HOLES, ;r�ol ;� _ _ AIR TOOL OUTLET, DO NOT D i i i 7/16"DIAMETER CONNECTION TO MAIN p = �o a . •_,_•_ AS SHOWN SEE DETAIL AT RIGHT �..: '' ' N____ INDELIBLE BLACK t L 2 X 2 X 5/16(TYPICAL) r "1. h • �# .. 3/16 gyp) PIPE CLAMP CHARACTERS I 1/2"- I' - ' 1 1/8"(TYPICAL) NOTES: 51/2 ) THREE 5/8"TYPE 316 SS UNION �P) i BREAK CONCRETE ANCHORS W/NUTS i SHUT-OFF VALVE, 1• MATERIAL TO BE SEMI-RIGID BUTYRATE OR EQUAL. NOTE: B SHARP EDGES ' 2• FOR CAUTION SIGNS. SIZE TO BE PER OSHA STANDARDS x ; SEE NOTE 1 1• WHERE HOSE RACK IS FREE-STANDING, PROVIDE TWO STEEL x t FROM SUPPLY LINE 3. PROVIDE THIS SIGN AT ALL HOSE BIBB LOCATIONS WHERE WATER ANGLES 2 X 2 X 1/4 W/BASE PLATES 3/4"DRYPACK IS NON-POTABLE. 2. ALL WELDED CONSTRUCTION. GAUGE TEEL SHEET ONCRETE}. 1/4" iE� §. HOSE BIBB - SIDE VIEW GALVANIZED AFTER FABRICATION. STEEL BASE PLATE 3/8 X 4 X VARIES Alarlibilb. - HOSE RACK NOTES: ' � WARNING SIGN FOR • UTILITY STATION NON-POTABLE WATER ii M-825 1. ALL WELDED STRUCTURE. GALVANIZE AFTER FABRICATION. M-850 M-832 E 2. ALL HOSE VALVES TO BE CONTROLLED BY INDIVIDUAL BALL SHUT-OFF VALVES g 3. USE 1"HOSE BIBB UNLESS OTHERWISE NOTED ON DRAWINGS t- 4. OMIT STAND FOR WALL MOUNTED SUPPORT a : g cn / _ _ HOSE BIBB d SUPPLY LINE r SHUT-OFF VALVE, HOSE BIBB • / ° • WALL OR FLOOR _._. 41-- ��_ • VALVE BOX WITH •-. ° SEE NOTE 1 ° SHUT OFF VALVE, ° o • ° - SCHEDULE 40 ° COVER SUPPLY LINE c - - - SEE NOTE 1 4.li GALVANIZED q UNION ! P HOSE CONNECTION STEEL PIPE FROM •g ° SCHEDULE 80 STEEL ° 'i �• Z n �� SHUT-OFF VALVE, i ° ° LAST TEE OR PIPE CLAMP FROM SUPPLY LINE �� a N NIPPLE(TYPICAL) J Ij ELBOW o p HOSE BIBB _ ' - q 4.- la 1-6 -- a UNION• —,mil' (MINIMUM) r ° UNION • o H PIPE CLAMP 4 r ( ) `� •° o / SUPPLY LINE 1 ' ° ,—PIPECLAMP ° �t'oi!�;, - _._1.o;� " PIPE CLAMP 4. — — - -,�. o =_ _ - 1 SCREWED a il 1-112"HOSE BIBB A SHUT-OFF VALVE, P FINISHED FLOOR ° d GLOBE VALVE �••: ° ° • ,l ° ° • Z. SEE NOTE 1 ° I UNION Z U . °. ° ° ° -•-.:1...,�: '_' 1"QUICK DISCONNECT I�;���',, �� E� SUPPLY LINE ° = SHUT-OFF VALVE, •° ' c H/B-1 •° .° • ° ° ° ° ° ° ' SEE NOTE 1 • HOSE FITTING �, f ° j °° H/B-4 9 H/B-2A i. H/B-4 • (H/B-2B, NON FREEZE) tZ ,,A SUPPLY LINE H/B-3 NOTES: SHUT-OFF AIR TOOL OUTLET- SIDE VIEW HOSE BIBB - SIDE VIEW �I � VALVE, WATER MAIN a 3000 LB FS 1 1. ALL HOSE VALVES TO BE CONTROLLED 01411 SEE NOTE 1 HALF COUPLING BY INDIVIDUAL SHUT-OFF VALVES(BALL 14 411 UNION cl OR PLUG VALVES)EXCEPT WHERE of ' HOSE BIBB SCHEDULE 80 STEEL 1 INDIVIDUALLY CONTROLLED BRANCH r:•: :: '; NIPPLE(TYPICAL) 9 MAIN SERVES HOSE VALVES ONLY. —44 a.r_._t_t:a,-1�, ' JIt6" ,2t FOR SIZE AND LOCATION - . (MINIMUM) 40/11, _ i"'901' ' " SEE DRAWINGS. •• HOSE BIBB r • ' 3. PROVIDE WARNING SIGN WHEN ° 0 ° o u.��,�Y / SHUT-OFF VALVE, USED FOR NON-POTABLE WATER. • • i SEE NOTE 1 n- 4. USE 1"HOSE BIBB UNLESS OTHERWISE H/B -5 H/B-6 hi NOTED ON DRAWINGS. WETWELL ACCESS AREA it UTILITY STATION HOSE BIBBS REV 062001 M-824 M-851 FOR PERMIT APPLICATION to N. to SCALE WARNING SUBMITTED BY -41110,0 1 DESIGNED MWH STD �, MECHANICAL SHEET: OF T- 6 NONE IF THIS BAR DOES MWH STD (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY MECHANICAL DWG: 000-GM-009 $ NOT MEASURE 1" DRAWN CleanWater Services P STANDARD DETAILS -8 SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION E AILS - 5 DATE: 22-DEC-2004 THEN DRAWING IS Our commitment is clear. . REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 , _ .. . .. • • s „ r DOUBLE NUTS AND WASHERS = = - _ DO NOT FULLY TIGHTEN UNTIL , _ : - - _ v ISOLATION BALL VALVE THE GROUT HAS HARDENED i PUMP BASE L 2X2X3/8 /--• - - (TYP) i TO SUIT PANEL Di . - 3ittr 1I1 orAtkk. I1 k DIMENSIONS 1/4" _ 1� 1/4 THK STEEL MOUNTING _ _ PLATE WELDED TO STEEL n I WATER SUPPLY ' ' ANGLES SIZE TO SUIT PANEL 4 V v �.i�riii��i�iii ; ii�iii#A W A r VALVE o • • . • DIMENSIONS 0 2"EPDXY GROUT •• •,,.., 4 i •Q= • o --COLD Z F PANEL CONTROL J_ v f Y y ao SEE SPECS , cal. S ° o TOP OF FOUNDATION z ; SEE DWG =v- = = - . ° TO BE LEFT ROUGH w !� 100-M-043 LEVELING WEDGES a 0 ,: CONTROL hi v ; � Q , OR SHIMS • 0 o E 0 -COLD INLET F p " DIAGRAM ' 0 LEFT IN PLACE I , . SEE NOTE HOT MAIN _ w 4 0 _ . , 4 i C°° a o - -1 -,= o- ��� TRAP ° ° 1 ; CONCRETE FOUNDATION -' PRIMER TYPE 316 SS ° � , °' HEATER (J4?{ `�' VALVE a 4 i ° L 2X2X3/8 ANCHOR BOLT ; 1 a ° PIPE SLEEVE WITH AN INSIDE (TYP) `r� � � ; � o DIAMETER APPROXIMATELY ° p 3 TIMES BOLT DIAMETER THREE WAY 1" SHRINK 6"X6"X114"STEEL DISTRIBUTION o 1 1"(MIN) VALVE GROUT BASE PLATE(TYP) UNITAS REQ D "(MIN)GALVANIZED (TYP) N.. ==-- =- FIN FLOOR (11 11414•0 2 TO 4 OPN'G STEEL SQUARE PLATE , '• 1 , ' • . ' , . .. v� �,�,,� WELD TO PIPE 1y POWER J-BOX • • • • • 12"MIN --- �"`--'/ ri�•.ia�i.�i�•�� _ o • A • . A t • A • ' A • ' A • . A • ' " �„_,,,,;� SLEEVE - TYPE 316 SS WELD NUT BY ELECTRICAL • ' ° - • • c • • • l' - • '. t` • • • v • • ' 44 . . `• °' • • t' • i ! TO BOLT AND PLATE CONTRACTOR • ` ' CONNECTION NOTE: 5/8"CONCRETE ANCHOR • TO FL DR TRAP W/NUT AND LOCKWASHER (TYPICAL) DO NOT FILL WITH GROUT NOTE SEE SPECIFICATIONS(TYP) PUMP BASE ANCHOR INSTANTANEOUS OMIT STAND FOR WALL MOUNTED SUPPORT TRAP PRIMER DETAIL BOLT DETAIL WATER HEATER DIAGRAM HYRRAULIC VALVE CONTROL PANEL M-901 M-902 M-903 M-904 NOT TO SCALE REV 102104 NOT TO SCALE REV 102504 NOT TO SCALE NOT TO SCALE 1 3' -6" VENTILATION HOOD 1'-9" 1'-9" 2"TYPE 316 SS VENT PIPE i, ► PREFAB ROOFCURB 2"TYPE 316 SS VENT PIPE SEE TABLE BELOW FOR , i' ` CONCRETE 9 TYPE OF VENTILATION _ M PIPE SUPPORT BELOW _ AIR DUCT ANCHORED TO :�• "a'��a N 4"BLIND FLG ■ f ■ CURB STRUCTURAL _._ _ SUPPORT FRAME MAX. N 4"BLIND FLG WITH 2" PIPE c� ._._._. _._._._.II II 12"ANCHOR BOLL'SPACING, d WITH 2"PIPE CONNECTION i i • TYPE 316 SS ANCHOR BOLT ; - - �, CONNECTION i UNION (TYP) i CONCRETE WALL i i A A al . CURB STRUCTURAL .•,. 2r on ; 2"MOTORIZED . p''•: :.;d•: � i ....i :: SUPPORT FRAME, -'.;.:70:7.: ::'o•: - .'•. .;�� .'. :+� �, BALL VALVE SEE STR DETAIL .'•.•.• .'•.�'•• s P: .1 '• WETWELL ' 2" UNION i 'i °,•: .••1.� PIPE CLAMP ,•.••, • gB2TED ARIA• �:■ ROOF INSULATIONP) 2" • • ,,: . . ..' TEE &ROOFING MATERIAL a'f a•�� i B --4"BLIND FLG ' % ROOF : , .; i ' -�"'� !■ �► FABRICATED �� _< i WITH 2 PIPE PLAN ~' WETWELL 2" ,,..1,,,,,,„., �: " 2" BALL VALVE 2" MOTORIZED 60"x60"TEE .- 2 BALL CONNECTION BALL VALVE A a="¢==_====_a=x. VALVE p,, " a PIPE CLAMP „ ROOF/ - :'•„�, d �P) ingsi::! 2 BALL i J - CURB STRUCTURAL �+ .. •• VALVE i DECK SUPPORT FRAME -,LL u .I� rr a i ..,...C.N�CI1I::;a 4 BALL 4”BLIND FLG © " u CONNECTION FROM !�,• - 0174 WITH 2"PIPE i•VENTILATION M ; - , . VALVE ��� �•. �a ��� cur = ._._._._._. •._._._. ._ •_•■•_•_•_•_•_•_• •_•_•_• CONNECTION = Q 1.1�_ 1101!;. ,,:._= HOOD TO AIR DUCT ; �! I , ,, 'W ., n 45 ! '. --AIR DUCT, SEE ; ''' •I TYPE 316SS DECKING EL 6 6 " 1 CHAMFER DRAWINGS FOR SIZE ' `,:,, • '� ! TYP ALL EDGES 1" - TYPE 3165S �-__ ! 1 NOTES : AlAile. �;•, '..; os " ' f" 2 LAYERS BUILDING 1. VENTILATION TYPE"E"(EXHAUST) ��- — 'u-• I 1"BALL VALVE-- 141' FELT BETWEEN PIPE ° 2. VENTILATION TYPE"R"(RELIEF)-PREFAB CURN SHALL BE SIZED TO ' : AND SUPPORT o M-613 - 1"QUICK FIN FLOOR ;" E INCLUDE DAMPER AS INDICATED 1 i DISCONNECT WI a " • + NO.4 AT 12"OCEW vs , 8 3. VENTILATION FILTER RS"(SUPPLY)-PREFAB CURB SHALL BE SIZED TO i SCREWED CAP ' �' CLEAN FOR BOND ii E COMPARTMENT AND DAMPER AS INDICATED " - 22"X4 "X ! ---- - . 1 BALL VALVE 0 1i4 THK i TYPE 31655 3 STEEL MOUNTING . n A • • • o . . • 8 1"QUICK PLATE WELDED ; 1 0 Co ° ° •DISCONNECT W/ TO STEEL ANGLES '• • ° • w • nom. SCREWED CAP . 8 _. _._._.__._._._._._._ ' _._._._._._._._._.,. _ 04:44 NO 4 DOWELS,�' AT 12"OC EACH/7—SECTION A A v i I FACE . ciV) -r c� f; ` L 3X3X3/8 ; 8 `C (TYP) 1 FABRICATED C ! i '�) i 4"BALL i 60"x60"TEE ' VALVE ; I off. 1"NON-SHRINK i GROUT M-613 1'-0" 45° " 1"CHAMFER ._� i • TYP ALL EDGES 41 Iii ; ;-.-.— �••• E i FIN •FLOOR PUMP SUCTION PIPE ------ w - . ) 4. EL 85.$1 +/_ - 2 LAYERS BUILDING FIN FLOOR EL 78.00+/ FELT BETWEEN PIPE 9 t:b A ' . ' A ; A ' ::i � ' A ' A ' . ' - .. AND SUPPORT• T•. • • . ' r • ♦ ♦° c a ° ° ° a ` ' e • FIN FLOOR �t• ` e r ° e C • ° • ° 3. • 1 NO.4 AT 12"OCEW _1 T4" TYPE 316 SS ANCRETE ANCHOR , 11 . CLEAN FOR BOND .N WN TANDL A ' - • / U OCKW SHER SEE SPECIFICATIONS(TYP) 9"X9"X5/8"GALV STEEL 1'-O" ° • • • ° . �� BASE PLATE(TYP) I" I& . ■ 0 • $° c . NO 4 DOWLS AT 12"OC EACH SECTION B-B r" . FACE a VENTILATION HOOD INSTALLATION PUMP DISCHARGE PIPING DETAIL PUMP SUCTION PIPING DETAIL CONCRETE M-905 _ _ PIPE SUPPORT `E NOT TO SCALE NOT TO SCALE M 906 NOT TO SCALE M 907 NOT TO SCALE M-908 NOTE: 1. CONTRACTOR SHALL FIELD VERIFY FOR PERMIT APPLICATION ALL DIMENSIONS PRIOR TO CONSTRUCTION. SCALE WARNING SUBMITTED BY MECHANICAL 0 3 1 DESIGNED MWH STD '�,� SHEET, OF z NONE MWH STD (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY MECHANICAL DWG; 000-GM-01 z IF NOT IS BAR DOES DRAWN dean .ter Services STANDARD DETAILS - 6 •� SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DATE: 22-DEC-2004 THEN DRAWING IS C SENON REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 SOLENOID VALVE PRESSURE 2"SCH 40 2"TEE _ = -y _ v _ DIFFERENTIAL PRESSURE TYPE 316 SS _ , pDi AS SPECIFIED REGULATOR PIPE THIMBLE 2"BALL 0 ui bmi (SET 60 PS!) A VALVE TYPE 3R6 SS CER AIR DUCT .. _ ` _ Y_` V WATER : ! 3x3x1/4"ALUMINIUM ANGLE _ - - ` V y FLOW SWITCH ► "` SUPPLY 3/4"NPW 3/8"ADHESIVE ANCHOR BOLT V_v AS SPECIFIED ► ► 1 — _._._. ._•_._._._._._. Vt1.1:41 .._._._ .1._ID 1 ii A AND NUT,TYPE 316SS, DUCT JOINT PER 3"MIN EMBEDMENT, .-- w AIR DUCT SMACNA STANDARD .. • - - , v r - - - NO • 8"O.C.MAX SPACING - _ 4 PRESSURE GAUGE UNIONS UNIONS GATE 4"SCH 40 314" BALL VALVE, " . v -_: _ _ _ q AS SPECIFIED _ VALVE AS TYPE 318 SS i NORMALLY CLOSED 1/8"NEOPRENE GASKET - __ , - - v ai SEAL ASSEMBLY -•1►. DUPLEX STRAINER SPECIFIED PIPE THIMBLE r 2"SCH 40 PIPE AS SPECIFIED AS SPECIFIED CHECK _ ; 4"SPOOL PIPE 021•2111,,.,,� O VALVE AS SEEP 4"BALL i CHAMFER ALL CORNERS(TYP) p 1 c STUFFING BALL VALVE SPECIFIED VALVE ' 4"BALL FASTENERS 3x3x1/4"ALUMINIUM ANGLE o i o a' BOX ` AS SPECIFIED N RING ! VALVE 4"ANSI • i a • `�:po , CLASS 150 • A ' i • ��`f 4! PUMP •SHAFT s'• I• i SS FLANGE 0 0 1/8"NEOPRENE GASKET o 4" • _._._._._._._._._._._._._._._. •_._ PRESSURE GAUGE ••:;I.:,°`.: ••j :_ :_ ."� p p MIN ti;.! LIT \�'`\�►i! -iii�:! "' \`� �. .�� ,� \\\ "'� ��a��a����a��r���r�� �� v o ��LOOR.WALL O+� A HNRo `" `�' �I► i 1NEEDLEVALVE(SEENOTE) _._._, _._._._._ " ._._._.,.._._._. ON \�`� ������� •m CUP DRAIN OR ° ° ► co NOTE: :� CONNECTION NO NO ° A ° ° ° ° AS REQUIRED ; - \__CONCRETEFLOOR,WALL N PROVIDE NEEDLE VALVE IF SCHEDULE 40 GALV . �_ '' �, 4"X2"X4"FLG'D "' • ° 4 ' L ' 4 4 ' OR CEILING m BACK PRESSURE IN THE STEEL PIPE OR COPPER '. !. •. A: 6" REDUCING TEE ° A A SECTION A-A PACKING IS REQUIRED BY THE TUBE AS SHOWN • ••. . • PUMP MANUFACTURER. '' • °s:o••''••.• 1/2"BALL VALVE PRESSURE CONCRETE FLOOR,WALL 7T0 DRAIN A% ' OR CEILING '-- `--' W!CAP DRAIN SENSOR A NOTE:ALL VALVES AND PIPING IN THIS DETAIL SHALL BE OF TYPE 316SS WATER FLUSHED PUMP SEAL LEVEL TRANSMITTER ISOMETRIC VIEW M_911 M_9�I2 AIR DUCT MOUNTING DETAIL FLANGE MOUNTED M-920 NOT TO SCALE • - c 0 Ti; E g r 8 0 S I 8 T 6 VVa. A L.L.Fii co EI 9 8 tis ci U 1 r •K ili X FOR PERMIT APPLICATION to r• 1 SCALE WARNING SUBMITTED BY 0 34 1 DESIGNED MWH STD `��- MECHANICAL SHEET: OF z° NONE i ■" (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY MECHANICAL DWG: 000-GM-011 44 IF THIS BAR DOES DRAWN MWH STD CleanWater Services NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PHASE4EXPANSION STANDARD DETAILS • 7 DATE: 22-DEC-2004 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 • • • 0 0 0 0 0 __ _ _ .. ... ...- iii, 1 i 1 1 - i i i 1 ; _ _ = - j i j i i U i i o oG i i 1 g M 1 I- RIi i c i o o 1 w w t•-° i = Q /'1'1 3w Q V i i i i i E§ $ i 1 ; G7 g 1 �" I r r 1 �,,. i ; �-- r ; ; PARTIAL PARTIAL i ! PLAN 4 PLAN 2 i i i i 1 i 100M- o. 1 1 x i - 005 100-M-003 i i I MATCHLINE 100-S-005 100-S-003 i i i I - . .. .11.1111111111.111111111111011111111111111111111111 ii i ; i 42" i i i t I ; i 1 SUCTION iiiit E L$OW ��_ F i PARTIAL PARTIAL i 1 PLAN 3 "- PLAN 1 16'-5" 19'-7" � ,. 8'-6" 8'-6" 1 19'-7" 16'-5" .. - 004 100- - I .•�•. 100 M- M 002 1 100-S-004 ; 100-5-002 i i i - 1 i i 1 i i i � i e 0 r r.r.r•r.r.r.r.r.r.r,r.s.r.r•r.s.s.r.s•s• ._... - _.,.,.. 1 ... ........... :...,ili , KNIFE GATE ( 100FV0105) KNIFE GATE VALVE f VALVE \,, 100FV0111 ) - l li II INFLUENT PUMP#6 100P0106 �: •, �, ;, =d i 4 _ 9 C 100P0103 ) INFLUENT PUMP#3 8 SA • 48X24 SA _ 8X24 SA 48 4 S Nib.— s _= i l= _ _.�� CHECK VALVE 100CV01 Q6 - - l _ [ :; L 10OCV0103) CHECK VALVE; 11111 , illis,.../r r 4.•� Iw►, �1` ■ 33a ---cssssss=e ` 36 FM ( ) DISCHARGE PUMP I 1._ '►.. J ,....:..-.,. ' I r ',...:,. cmvwxoa.�.' •,. .. ..• '., vm `.. aw.0,.: ;;:... ..-.. ... w •:`L #'',ta I miat.+uy,u«wM I#t .,awrxy�+.., ___. , ,,---4.--..--\\ •;; ,, ..•,;.4 !.. , ( r z � � TYP iii , - ,..:...._- -- -_-- -...,-. db,. ,,. -.sp .4...a. .. 111 v.'. ,i KNIFE GATE 100FV0109 - r� ;� �` ,� ,.., I r, :,f .J _".1 r .....,,,/ . -it OS 111V.1. •. ,. m. r 1,11111 > •., .• •� VALVE n, ` ' , s1' _ h r:••. r.• ��1 Q �S,r bile�� _= -` �"� ' ' - -�- "'�- '` °° 100FV0103 KNIFE GATE VALVE _ 1---A--1 .0-�-r _�t s _ =ilrr� :sueINFLUENT PUMP#5 10QP0105 _� _ _ 1,..1 X CA I 1 VQ-M-024 VZ r�i.lt.�i.ti.u.li.i�wu.s�.ii.umii l• i.i=wuisi= �i.u.��.it.it.ntasiwl'wiiei�eiiii►niisu.iii ii t• i < • ,- '�.��.i�r�Ei.iut I • �x �I I�.�i.1�A�l�i,. .j w�=w��$ .��.�1���.��.i�.i2....... ■ .ti.i1.11 II.Ii.II.��.=I.Ii.ii.II.II.II.II.iII ir)`' 100CV0105 _ _ - 0 ( 100P0102 ) INFLUENT PUMP#2 I. , 10,CHECK VALVE t_ - oat a co - y y ,, . ■ � .•r ,�l�.."'.-1. !��, :: -; -�-�. -- - 100CV0102 CHECK VALVE• . r r �.�.- 1a .r r �-.,,rte Alli KNIFE GATE 11, _; r' -wr-- _, /'J \ . _ _-�__ , .�: L Meta 0 iiIV: 100FV0107 .!hail'3[ 1 ill; :_ I _ v. :g,,��a�aen >n.xrare. .�. as.ra ax au �xvua sea..�ww' «.arwiva.r . 'cra..,;`ar;".i ax. w.ar+mi..+a.: .;�....a, M°l.;t }•.f.�i t1�h�;3i.,Fd•.Ali. wY• VALVE , _. .. --- .�- _ - - ..1�'4..._, ..- « — - -. � - - - N � ;�u ... . . . *:. ..., ,_., .. ..� .�.;_:: .� - --,� � . CI C=== i I cS=1Z�� . j o INFLUENT PUMP#4 100P0104 U _; _; R $x, J _( IOOFVOIOI KNIFE GATE VALVE r 100-M-026 027 '' == '. : _ - ', __ ,` 1, --- �' _ -- 100P0101 INFLUENT ■ ..:' S =1� = x $sa __- N LUENT PUMP#1 # .ca=-+�-•-asp - 1 ! s; =c=4== s-+-�r-� ' CHECK VALVE 100CV0104 _. _ Iii i ' 1.. . '''' II tFOI ":".1 Itir;lirillt or lal � ,�;�� �'■I ' ::E:K _ __.,_ ! -.,; I.,,,- .� 100CV0101 CHECK VALVE k" , IPS '- - ' .......4 , , , .... -. r dm" , ............a '..41..,, . .... . ;( - iii ii 1111111 I 1t ! *43 1 � V r k� 1 N v✓i n. w_n Mn m mu wr.a.«a_ +un•w as xw aw ro �..� �+7.i- ��r�NA ■ 1 y y.. '''''' '1 fi r 'u.4 to:5-;.-, :.5aw x:.1*" arr :•c w.e un w n• n vl• _ ..••. WW.fRXSkYOMYWlp.WM1 li�W rw w . .n six ..... ,x .a :w w -.- • '+LLM+4.'L4A'Y',frt'9bn�trr. M9NW. M.@. »9-M ,:;i4.,,,, ...,�w:w........,.....,•..»»...w,...w....,..:.�... ,. ,.. ,. ,.. -.. .., ,,,,r.. .......�....• , .: en ..,a....s n .",. w..,... 7:::.7‘..,..- .«..,..s,. ,. .w nv w. ::+.��.. "sxr>.a ..i...ti,�...,. iIIG`.'iC.�:...;i'.""� IL,.:.7� �rmmwnoema 2.--E-4,::4-- -,:: �iwaman....� wiiue+..'". •.pi I9= lit y�? 4.5 PUMP ROO „B" ${ P b= �� r nr? o MP ROOM "A" a°l ■ =ar QE o _, fit WET _ _ �+ N =`a I - ''' _ WET =g :: I l` . .-, ». l:= =1= Wig. ■ =l =Il _` ` ll' WELL _ �_ �_ 1, l'$ 81� ■ WELLS 4 u ' 8 Fel . E.-.�. ... :W. ;` :.<.:,..,. =.F - ii. i iii II - ... .aw F ®.. a .mwna2k ;ae, f Sj l„= - S Q ;` /_1 31a y-0 d� ,.. ... .fin; I. $g; S� mil \ �= V--_'--• .II�� E5 y ,' �"S r .......± Y(/� 100-M-028, 029 i' 44 ` '1 `'/- # ; ;� !_ :I : , ,_ ${ , s 0 !� .r.r.r•s•r•r•s•w.r•r•r.r.s•r•r•r•w•s•r•s•s•s•s•s.s.s.r•s•s•r.s• ,..,.,�,.....:..:... Arssm:u.:rtfe ., :.....,; fK4m7,. .. .:'off•-;c'.....:, U4Y9 ax;. ✓3rKFt!••am wa ar. . 'w.w.w w,rw-xa wa+,a..n+•a a.x aa•ew ,.w wx w.• ,'4.-.a m•m..•.v,w ..ar .s .. , :' i i i , : , , Z. s _ ,.a..- . ... ... .. .si.m.r,,,ii ii a.-;Is,:...ii.s... , .�,iii wa;=,-.2«..-'mw .ucvo is it sxs i ti°:«.os..E-.1<- .«..., ., 11 ( IooMoIo8 ) TANKLESS ( 100M0107 a. WATER HEATER TANKLESS •� WATER HEATER ( 100P0116 ) ,':!I ' ( 100P0113 E EMERGENCY DRAINAGE f PUMP , , EMERGENCY DRAINAGE 9 PUMP 8 C 100P0114 ) , cnoi ( 1 100P0111 100P0115 BUILDING DRAINAGE 100P0112 I NOTES: PUMPS BUILDING DRAINAGE 1. CONTRACTOR SHALL VERIFYACTUAL PUMPS v PUMP SUCTION / DISCHARGE ELEVATIONS OR ■ OFFSET DIMENSION WITH PUMP MANUFACTURER PRIOR TO POULING OF CONCRETE r- FLOOR PIPE FABRICATION AND INSTALLATION ti i i ci: 2. SEE SHEET 100-M-041 FOR ENLARGED SECTION OF 40 MGD PUMP SUCTION y f 40—] l-÷ ai AND DISCHARGE PIPING DETAILS. TYPICAL FOR INFLUENT PUMP#3 AND #6. i i ._ 1 ii- 3. SEE SHEET 100-M-042 FOR ENLARGED SECTION OF 25 MGD PUMP SUCTION 111111-1 1-40 -�- ; AND DISCHARGE PIPING DETAILS. TYPICAL FOR INFLUENT PUMP#1, #2, #4 AND#5. '” `� 72" DIA INFLUENT SEWER PIPES FOR PERMIT APPLICATION 81_6" 8'-6" �- 72" RS (22) IA SCALE WARNING G.TEY SUBMITTED BY 0 14 1 DESIGNED B.SCHULTZec MECHANICAL SHEET: OF 6 1i8"-1'-0" I — I G.TEY (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 100-M-001 $ IF THIS BAR DOES DRAWN D. PATRICK IN ASSOCIATION WITH. C1eanWater Services INFLUENT PUMP STATION •8 NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment i cI r, PHASE 4 EXPANSION PUMP ROOM PLAN DATE: 22-DEC-2004 THEN DRAWING IS is °a REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C. SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 0 0 g PUMP DISCHAR M M-906 PIPING DETAIL 0 M-912 LEVEL TRANSMITTER .-"° ° ( P) _ _ _ = �, IA i ' _ I I T I w ' 12X24 EAR N ; 24X24 EAR --- ' c M-108 TYP v_ I _ _ v N ; 1000 CFM/EACH I 2000 CFM/EACH g ° I _ 1 ' 4" DR (26) I N m I PARTIAL PARTIAL j i g ci i i 1 PLAN 4 PLAN 2 tL j i ilk ?,i .. t f1 MA CHLINE CONTINUED a1_---- — �— lOi - -OO I 1 fl° • ff �`stl ltiitilrlitlitlttlittlriltlltlit It _ frilf`1"rirr �'. '1f`PTllf'Ir9Illi`ITIN 1 ' t t•ltiittrM iVIN V. ,i RI:.0 ::03:'.e,1..µ . 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DATE IN ASSOCIATION WIT C�URHAM FACILITY INFLUENT PUMP STATION DWG: 10�-M-0a2 IF THIS BAR DOES DRAWN D. PATRICK WITH: Services PUMP ROOM o NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PHASE 4 EXPANSION DATE: 22-DEC-2004 �--- THEN DRAWING IS PARTIAL PLAN I REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: § _ _ N 0 0 0 —— r ill Ca 1 j N I i - ` i i I PAR iis ' T IAL ' rilli 1 i co i i I 1 r 0 • es 1 PLAN 4 0. I �t M 1 0 ._t_0 i e I to I i I 4 v 4 i v i 0 0 i PARTIAL PARTIAL i I PLAN 3 PLAN 1 Lu II I 1 A I I i rn i I i 11 I i S ! ' i i ; i I j i i i ! I I ! i ! j 1 ■ j 1 ■ I I 1 ! i 1 ! i 1 i 1 ! j I ! I I tl�fMl6CkW6fY • i @& I I ! I I ! 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" "- ,�_ 36 FM (26) i j I i i i I L P!1 ,, PUMP DISCHARGE PIPE .. a..g 7I1I,-.1I.: I I f'il-i summimm l::,'i'':':..' I,I i s I I I 4;i,/i. .. 1 t i P 1r i',,'i,,1: I i rrlii;Nir _ ti.- L >Fw;n:..wss9�.0>�•sr..>sr.ak :�ra r.�. it in •Iii ' " O25 III i IyI Ilf i � I I N $ s j ; ' to NOM- E 100-M-024 = i Q 1 r �>e-m sivsttsltslisitsit f aim lsddsddstts log s 11 ` } t -samat Z�i��,� o: ''r= i"(C::- ::0; �' >� tom .ts..s..s..s..s.es►tslts...w.mmil.` 'gislgsginitsnsgasigstgsitomagosl grogtstisgosgesgisltstististisitsgtoetsgsotgs In usgloitsitstlsltst itatl Ei tsltattsitsttsttstislisttsttsl►sltimitsttopltst►attsttopttplltati0lig / it ■ ! �. •�.�■ � - ; 6 . III ♦♦♦ _.� MATCHLINE QNTINUED ON HEET 100-M-002 I i • - s ,i - 12X24 SAR I d i MIS• I I � E s , �.,,_ 1000 CFM/EACH I as lust I &y f i _ ,'Is►ME i I — 113 S �ii� — ------ ------ > --- --• - s G1 ! I a I i \NB tat , s, �.+ : I I f •eat dII i I d —__—_ lir."."' I I H—' -- ` IP MI IMO IIIIII / ' U40.0...i , r,I III i . i ,5 ,,, — VALVE HYDRAULIC M-904 PUMP SUCTION 24X24 SAR 2000 CFM/EACH CONTROL PANEL M-907 PIPING DETAIL °' M-108 TYP iii Li: LEVEL TRASMITTER M-912 PUMP DISCHARGE 4] 1...... PIPING DETAIL M-908 FOR PERMIT APPLICATION rn �� o SCALE WARNING G.TEY SUBMITTED BY in 0 3 1 DESIGNED B.SCHULTZ � MECHANICAL SHEET: OF z "_ '- tt 1....=.......1 G.TEY (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-M-003 1/4 1 0 IF THIS BAR DOES IN ASSOCIATION WITH: CleanWat e r Services� 1" DR'°�WN p• PATRICK PHASE 4 EXPANSION THEN DRAWING IS SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PARTIAL PLAN 2 DATE: 22-DEC-2004 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: _ ... Hi - - 0 _ 0 a 1 il ...j ] 0 , 0 , - _ I 9] i _ ___ PUMP DISCHARGE i 1 - - - - - 2 i 2 1 _ _ _ _ _ _ __ PIPING DETAIL M-906 1 is $ 0 ......0 i . 0 _ _ ._ _ i hi N, (TYP) 1 0 0 LEVEL TRANSMITTER M-912 i 0 - i i ,-- ii i Ili i• C;1 i 100FV0109 1 i _ __. . PUMP SUCTION i i - — R i i __ i _ _ — - - T41111 PIPING DETAIL M-907 KNIFE GATE VALVE i - - _ s':i I. La5 mop) I limemm;■11 i r 3 r CONTINUED ON 1 , , I--11 I iiii J , i ; PARTIAL . PARTIAL , it 0 ATCHLI NI ,1 1 1 1 : i PLAN 4 PLAN 2 I Imitiatimilwitsii•il 1 •melt 4,, , i a ••••oras•• " E 0 1 111111111111111111111i111111111i1•111.111111111111111111101.1 Iriusoialiniusliauiralusimemal yettismitinumliaitellisitaimitallemi wit i 1, :2‘;:i c-, ,n 1.1 •;Atm 1.4.tittywn 2 i TWITWITIN I '' W iifft 11211112Thirrt,31' m 2 a 4 4 222 2 i so i i NI 1 i II 1 i t 1 I $ I I 3 i 100CV0105 s tiOott Nk.ft...in 1. •••. i t 1 i t Itt ' ' t . 1 i 1 , MI•11111111111 I 1 I 42" RS (26) I oppr CHECK VALVE 1 1 . '., • -alir"" ' I s : .....-- ........ 11111111111111111111 NIMINIAININI, .' a - . t i I I f 4 2 $1 i 2 1 i SUCTION ELBOW I I 141444 -11111111111111111 us sal or wit los w ill NIP .......,........,... 41B.04.14 .API•411.41VMLII4•1.41.11...11.0.0..4.1.041.71...... AN r 1 i il ; 1 .1' I f 1 2 2 I t 2 4 2 i , A . , / PARTIAL 36" FM (26) 1„,...._ 11, „..i.,..•.::.....:..e%II i •-mai . i 4 1 ! i , a ,-PiriL 5. 11 ir . r. • ' It' " A • PLAN 1 1 >, , A PUMP DISCHARGE al rillii . I , ii . .. i . . , - , :i. ....: ...").,i, ) ...- ::,MMM'",". i Cs1 10 CI ' ..: cm 4" PLUG VALVE, TYP < i .".4111 , I i 0 i i /..::, etrodi ..MMMM MM. . r.,, IIIP,s:1, . 1 $ i i ii i 0 .41 L.: • :,1,;,:s —' •-•-•-• c 1111J) 0 : .1.--;•-•-•-•-•-•-: ill —It-% •-• — -.; . i 1 3i 4"x90" LONG RADIUS BEND, TYP INRHAN 0 FSL . , ti$1 4 Z R I t 1: '.. *.:... , ' ! pi. III . .. ... „VAIIK) . .J. di i, . !I 1 CNI -..., 3! I --111111 I le 11 I 11 e. ' ee m.1......fe. ," 2 t 1 , i 0 100P0105 Ilk.. milk. i 7- I ji I 2, i lic , ' .' 7' VA i i i I$ 1 g$ f 0 INFLUENT PUMP#5 . . . --77:-..,47, 70:73,..1 ..1.**.t.1.2....{Stattartte......02/140.04tlift tt.IthTi.r..........aft.I.W.4.,...• , tt$ERMIt"trAltlt4MSIMWFAMIrrAltAt*ItatIM, *A ....,m,,1-0,-. 1,4A.. . I 1 i 1 ri , -------- —.— -.-. '..,- --—.— —..—a.' ,.......... elt. ( 100FV0107 ............... .. PUMP SEAL 4-------+------4------4-- i i i ' : PSI- ; PI '1---4° 1 • i i ■ 1 i s$1 s is i , . • , , . , .::: Eli 1 14-I,.. .—± Fri KNIFE GATE s , i WATER PIPING M-911 : : VALVE HYDRAULIC , i : i : 0 ,Ibia i -1-.. , 100-M-026, 027 ' t - i . si$,: s$, • 4.........a 100CV0104 111...... (TYP) " CONTROL PANEL s s '."....'Mho.- 1 1■11/111/111111111 i //1 I i 1 2 , 7. I x . 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DATE M VV H IN ASSOCIATION WITH: z IF THIS BAR DOES DRAWN D. PATRICK PUMP ROOM .. ____ CleariWater Services PHASE 4 EXPANSION 0 NOT MEASURE 1" SQUIER ASSOCIATES-ENSR INTERNATIONAL Out commitment is clear. PARTIAL PLAN 3 DATE: 22-DEC-2004 ...7 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C. SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: La r _0 gi _i, 0 o o } M M M ' - PARTIAL o i 2 9 �.I 4 i 4 - ' ' ' PLAN 2 Af ■ ° ° ! ' i i i i i i i 1 i i i i ; ' I PARTIAL PARTIAL I I ! PLAN 3 PLAN 1 �+ ' ' i i i 'B I i 0) i t.: ! i ' i ' I 3 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 i 1 i i I ; i I i I . r, ' i . . i riii i • . , i i ; p 0 i $1 i ! 1 ; � i s 1 PUMP SUCTION a x 2" NPW(2) i PIPING DETAIL M-907 i i i 2" Hos (29) .� -- ! 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Lo SCALE WARNING G.TEY SUBMITTED BY to 0 3 1 DESIGNED B. SCHULTZ MECHANICAL SHEET: OF DURHAM FACILITY _ _ z ti 1/4 -1-0 ! — G.TEY (PROJECT MANAGER'S NAME) LICENSE NO. DATE INFLUENT PUMP STATION DWG: 100 M 019 $ IF NOT ISEASUREES DRAWN D. PATRICK IN ASSOCIATION WITH: a dean at��r Services P GROUND FLOOR SQUIERASSOCIATES-ENSR INTERNATIONAL RASE 4 EXPANSION DATE: 22-DEC-2004 THEN DRAWING IS Our commitment is clear. PARTIAL PLAN 3 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C. SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC I. PROJECT NO.: N • w' —+ • ° 8 SEE SHEET 000-C-100 A _ _ ° FOR CONTINUATION ° , - = SEE SHEET 000-C-122 CL 138.00 42" FM (26) M .J CL 145.00 y v _ -_ FOR CONTINUATION EF9] _o 3" HR (24) SEE SHEET 000-C-120 CL 138.00 54" FM (26) o 6 ° a FOR CONTINUATION I r 3" --- _ - o (100FV0113 ) 3 HS (24) _ = _ N GATE VALVE I 4" NPW (2) 1 - — _- pr. _ , PIPE M-116 1 1 " r" - �ii ��t e --- _ PARTIAL a GATE VALVE 1700 CFM ' '; (TYP OF 4) 1 1 1 1 i 1 M-904 ' 1 4" NPW (24) I I - i 1 SEE NOTE 1 i —_l_._. !y�♦11fillit 12X12 SAD TO STAIRWAY ii ; ; ------- ---- - VALVE ; 1 ' ! ' I ' CONTROL 1 SEE NOTE 2 ; 12X;12 SAR 300 CFM ; PARTIAL PARTIAL • ku 1 PANEL I t ! PLAN 3 PLAN 1 i t ! 1 1 1 ; i 1"1 t NPW (2 4) ._._._._._._._._._._._._._._._._._._._._._. ._,_. �. ._A�.1?71'aY1giSYML'.�,gFAY•C,}•.&7.1-: .. .,. .... •k.�.�4J1.Wtfi;� � ._ ,- .r .. ,-.....:.a...._.r,.. .. - `� _, � 'y+4'+1R �Ir.swr.w.�m.� �zr&-sa .�utrrocs•ns�rsr:>fi.sxes '�;.»r.:a•�_c '°aaaa�ma:........ ....,. ..ssxwsaxs�:�:t :s�au:.e.�sw� rrsa�+re'a. _a:.wssx_,3'r ,,,,, ,,,,,,,,,,.,- ,,. .... ....M ......... ax �, -.-,.,,...... ... ... , ..<.....,�.,_....._..-.�.. i °' (IOOFVOII5 F. - - . _ . _ _ TO H/B ABOVE a� i i 11.1= ; 1111 1.. • =1H - ' -' ; co GATE VALVE - _ ' 1 i - ! i ') s, - e`�'°`^i!"n. C'.�A`..YiMY,XS:i.`h'✓�Yw•6::N%.M^I.SI'w'x.C^.I»l'.di11'G'Sti.w"C4::.S:S?.°.:YS:S.u,tGaIY FAA"r'4'+f:::.,x^.,,3+P.4•:..:'.'•-'\}.X64"J'RLi,IpC .CA'XOCF'STJ•`.pF::- .. J- �r it o sa.. 1"' k. ,n . ..., .« ....-, s .. .. y wa::.:...c:cctivsrs�,.ttre. .;Irf..;at •�wM nrtn�- ;.w aaaru.:'..<'✓' d, • "' •. �. :n.a,.a w..•.w ...,,•w m,. 1,..w n« .. .....« ..-..< •A .. .., Sii ,.,.,..x» ^•i �rr- .. .. zabr,&s:tk.#'dt.'vaAP .9; .1 �' x +, 11. . � ..,., .:w. ..,:111111 f .. INV 131.00 6 PD 26 , •_._. ,_._._. • CI ._•_. .��� ���_,_ . . 1 11 ?�illll 11 -- .a _ . �.... .. .jet:11 I,i� ODOR CONTROL -11w A •rr.� a ! •• • ^.,., w. „ ....._. ..•, ...,. v .` � ,..... ..t�. �f 1 - EQUIPMENT HATCH INV 611 PD 26 , ,.� �_ '; ,, ._ Wig^ _ 41 �,1 a jam,,;" ly.......„,..,„:1_ -�Pssyk •_•_e_•_r_♦ s_•_._. •_•_._._a h7 • • $ • 1,.,,; r ,t .i� '•4i J r 1� ... R �.,� SUMP � 1 , Ellgj'4,4, � '• _ �. �' VALVE ROOM '. t� .. b. , �' 100SF0109 INV 131.0'0' SPD (3 2),, wl.,.► � . a � ' , _ SUPPLY g. ., L FAN "vr '.. °� ....�. . .h++ <,,.....w w , ..m .gym ' - S ter' . �� - -- - N: HEATING COIL ' M-824 § , . w .•, .� #: Mil I .. 1" H/B-213' _ 100SDS0149 • - 1 24X24 DUCT SILENCER ''� , } ' ory i �ry`� y�,,,, `Q,�„ � ua mw mx um w,r uu,.,. .w eee re wr•ux rn,•aa em = xr.ew.w,ue aa. AIIIAIM mi ,, .nsrom�xaw..suH.wwwrct,�� (CO■ 1" NPW (24) i ¢ F i is tea:. ;r.• / Fm 5 • 3 ; 1...; ; 24X24 EAD FROM ELEC ROOM \\ \ 1 ,..._«.._.-1............. ■ .� :; M � . .w -_ , .. .i..,, TO EXHAUST HOOD IIII r. �� '1 i F ! 111/ ' _1.1,._ I,-_.><,_,_,� x. .,..V � I s.i'�' s fi . `a„w p =•'e +� ya. NP` h,x,. 'BIT,v4..7, a,. 1 f — UTILITY I 1 t 1 i ...,`' ! U' ' ,..` I ; �. s,,h.* �!• - STATION M-85o i i .,a '°-._.-._ _.�._. :�._._. � � • -1111 100EDS0108 24X24 DUCT SILENCER .^ ; � y{I tom -. E1i1s •1 ' __ ., s _ - 24X24 EAD FROM BLOWER RM / . 1.i . tr ✓ •Y :.$•` 6 9 CONCRETE ��:; I ! °, ;,; .•► Ili• TO EXHAUST HOOD I M 908 . ti._ r.. ..,. ., ...., .. 9, , z,'�1, ...:�:....�..x . �,.. �:,• . .. ..:..:. , .: '>�. 1.. , ;.. -. . : -.. I ..r - PIPE SUPPORT I ; �,,.w.,,a,-r—-,�..�,..°,. ., a .Q. �. .�,.....M,... .:w,..•. M.�....,�...r< . ._ - r.,...- '-:.,..,w,'1,.. = � '. 24X24 SAD TO �, ..�; - ,� i WETWELL ACCESS RM . u , 'an .. WW1.a»mv.:»1,m+wsv+,w•mM'D..,a....aqw'+,auHn.nY,MV,w•ron<aw»Rn+vt+.awu,,,4,mn facenar rovave�<o-vr+arM¢. rsau• .:.:v�.em:✓.iawxw.,n , - I a 6o FM (26} F f �.w" 1 1 . o ELECTRICAL ROOM 1 F 5 of } , .'.F!'FT s� 1 .p ..�• r✓ 'P, �`'A n Li , f II •••filk‘ .' 60" FM (26) : ...,y / '- ,� P� ' #§ f`= 3' v+%F-__ .w ., .Ma YPY:k27%1YXiCYf:1NP SllS : " [4 3FF(JF'aRe` ' •.. q r '- t{ !,.'.. — F ....� - YN,k" '3`aixe'r' 'aktltr �•Y�eNG,: ti, - �•.a.:* t'aXYYS V.SSt%29"+tRA� Nffir+5fi01SN:it a,,.'.�+k'-* , '.' 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H...A..a w, ,9x M.'_'N M!x x Pa..1 v .rm 1.tw..m a.a..ta aA Mxa 1,w tN Y,rt ee' '1110 C # 1 ar Y�mr �' W WO Y ,/`€'Y' ACOUSTICAL LOUVER ® 1:6°' 36X54 ` d� •, 1� o D SAD a o ■ i -1111 .I" NPW (24) I� 1 ; 1 , 24X40 .v. =O 24X24 SAD SAD (TO H/B ABOVE f l ( ABOVE) £ t I s & Er a 1 B 1 11 a I t .all 1 1 HEATING COIL 1 I 1 IW �� AIR DUCT MOUNTING " ( IOOHCOIO2 GROUND FLOOR "B" ' ���� gJ ON WALL(TYP} M-920 1 ' ' ' ' •� ,. .n _ �6•1111.• ., K. .« _ •, .�.,,...�, 1 '/. 111 $_ •ir.�.mx> aux:3ur,.avrt>.;.,,• br aw «1111,,o,.a.<. ....,«<-.s1,„a 1111 .re a..,,,�. or.a.,a 11,11. .»„«11,11«n.,,......w:,1111.....,.n x..m.a rr..a,..0 a.. m„.� ,w a..w1, .s� I a a ii1 —._._._._._._._._._._._•_._._._._._._._._._._._._._._._._. ,.,� ._._._._._._._._._._._._._._._._._._._,_._._._._._._._._._. _._._._._._. ._._._._._._._._._._._._._._._._._._._._._._._._ 11.10_._._,_ ._. .._._._.�._._._ 11.1•.1._. ._._._.'._._ 1 _ g� .�'���--r ; • e.6.•w a e va rswm vr—,;„:-`,.2.',-----,Z,xwx.awals awws c wx u aae o7:.7- m.s raw, ave tamwa.axirwzseu u_emza �suanwua rt u.e,wx unr av «, 1111 +�u a[� I 4° i 9,12 .rruvroxuw.�rs.: ...� t 'S I I _ R 4 Q n om : •'�'�+�4 ( 100sF0102,) . c1,AIR DUCT MOUNTING - 4 M-920 �► It 11 „., X ON FLOOR AND WALL ,W .� . � ., . 1 r 0' ��... 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X i 1 _ 4 1 A HLINE CONTINUED ON SHEET 100—M-019 � 1i 8 ' co ELEC CONDUIT FROM 1. VALVE SHALL BE INSTALLED WITH UNIVERSAL TYPE GATE OPENING INDICATEOR VFD TO MOTOR aj AND LIMIT THE VALVE OPENING TO 50%. TYPICAL FOR BOTH 6" GATE VALVES u. DRAIN FROM 54"AND 42" FM LINES 24"D EAD 2. 1" FLUSHING CONNECTION WITH PLUG ISOLATION VALVE AND QUICK DISCONNECT. FROM VFD THE PIPING AND VALVE SHALL BE TYPE 316 SS. FOR PERMIT APPLICATION h- o SCALE WARNING G.TEY SUBMITTED BY 0 X 1 DESIGNED B.SCHULTZ MECHANICAL SHEET: OF I G.TEY Z 114"=1'-0" ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN INFLUENT PUMP STATION DWG: 00 M 020 IF THIS BAR DOES DRAWN D, PATRICK ASSOCIATION WITH. C1eanWat 'e:r Services GROUND FLOOR NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL Out commitment is clear, PHASE 4 EXPANSION DATE: 22-DEC-2444 THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC PARTIAL PLAN 4 REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: _ - ' • C • 0 o cQ N Y - CO 1 E o o c` �cs�� 6 0 0 w w r;-ii o 0 M-824 1 HB-2B I. i i ; i ; i 1_li j L_1J / (100AHU0101� PACKAGED HVAC UNIT i ! C.� C ,i/ ell, I, 1 R11) (100AHU01 PACKAGED HVAC UNIT,-6FTX6FTBLOWER EQUIPMENT j .-.� C /� ACCESS HATCH ' .� 1 - . ,. $ � 100AF0101 RENEWABLE FILTER MEDIA �' COa a. ,_ P.Y.. o.6.•..✓ '' ,,t:x, .{: 3. e A-,., ,,,A ;,,cr,.., N4" " ,,,. $$$$ �wrvaN,vr wk.'.+s+u aar,naa. ,j/ ■ -rrG3 4'�ri�`ot .r" �` .w, .:. « '�, 'by �' ' urowR�.womr».x>,:m-acau:�, iFt 1 j 1J - II:t 1 1 ill g Ai � ; '� r i' r —Fil� ,, , ,�.��,�,, {, ' [b :Li; � M-905 ill �1, � 100AF01021{] RENEWABLE FILTER MEDIA 4 2.1 kx _ !� 1, ! 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SCHULTZ MECHANICAL SHEET: OF z° 1/4"=1'-0" G.TEY/ (PROJECT MANAGER'S NAME) LICENSE NO. DATE `�� DURHAM FACILITY DWG: QO-M-024 $ IF THIS BAR DOES DRAWN D. PATRICK IN ASSOCIATION WITH: ( ) ) C1eanWaiServices INFLUENT PUMP STATION NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PHASE 4 EXPANSION SECTIONS -A DATE: 22-DEC-2004 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC / PROJECT NO.: — , - - - —.-.---- - �r--w AMOY _•• _ • • Nt W 1 N _.1 g CL SECTION ABOVE EL 117.00 CONTINUED ON SHEET 100-M-027 A. 1 p i1 i i 1 i : I; ,■�.. 00 0105 - • ,..,..,......,,,, 100P0102 ,,,..,. I , LD iJ EL 117.00 u y MOTOR �� a 1 x . i i p y Q i CA Xu.Mww4 vReaave+..1w>ttri. 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HIGH POINT EL 85.31 !,E,o- GL EL TBD'—'— —•—._._._._r _._._._._._._ _._._._._._._._._. ; WET"WELL B w3 WETWELL A .r ._._•:r.�.? ._._.; a ._•_•_•_ ._._. _._._ - . ... • . —Al win g HIGH POINT EL 85.31 �,�,,.t,,Y�,.V-r �� t r il' a. "'�:;:: .t : : ::• �. _ 100V0109 is C 100V0103 )::'` 0'` !....;:..,!.... 7111110112U'1; : : I 111 ll Rr!GxeS.si-,3.n.:•AAC.':AY/xAk:;%<sxAXW:+rZ+X'A4,?l9iX"t -_:--.�.._ ., .... .. • Y4 ' e �• :•t�•i�•••' ___ EJ6'H9.�;}(Nr�_. ..:..H... 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IK iQ:iY14'GhfPA 23H.^YCrYEl1(PXYl+� /� s, •V L r , , . s, , ( 100CV�0105) 4 y 9 TYP M-108 �� i i 100CV0102 1 CHECK VALVEy. ! , � i . CHECK VALVE ���. E a i ` i , � p6 -� 4 DR 26 ( } .z . i 1 „LVI '�JtN.'u"t:.YaC E;fintY.,hk3%AYt.3,SsA'.S�'M::Y.scOkaYSfixSH,Y�:-t+sSNt,.tVt fl5t3Kai5F3.•T.S' X' .'K44M.b'I-ZY P:FYEHdadi't' ,i2.9'• .. ^•:.n... ..,.:...: LFJ18vR'L..LS'+Ya`&.'+SU.6NJ:X4'l.?"-.'6tkriblNF.i.a'a' -M1' -: ,-.,. ....c .,,,... ,...::...a Y,k ! • e + - A Y d3JIKid.6Xt JKHtaas 'YRS4krels[J• s 2 a a s J • a x i w 1. ...,- ->.-�ntiHett.Qn'XSP lea).CH.v..P.MNtiM,Arrb.9,•K.0 ,.. .....[iixG.mH615>M;r.',41.Aa•' ;, _. -....... ...- ... , . .> . -. ....r ..... .,... ,.. ,r ..... ,. r.......,.. -. ..... .... _ s 2.. Aa1TN 3J l4 • .1,, TYP 40-1 26 M I 4" DR { ) I --,,, , t, . pt, b'-- ' _.„,,..,. 7 I> TYPICAL PUMP 100-M-042 PIPING DETAIL C LEVEL TRANSMITTER NOTES : CL AT EL 89.00 M-912 "B" 4" DR (26) I CD 1. 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' ., F H m• ;ac3•r£D}-,rs'au�tnh�65^a!w..faXSar`x44.care've),'@ raar�^A:S4ax+FS#'2�wt'ek�AC:iAA:acro,C,r,w•.+�%UBi ,tfl b' a b., .s. , ,� ,B. � .V' .,..... pm* :,' ..•°<dC*AWR,'�W75 ..+qa4�>'+¢w+ax+xaxw,.o.a,.n,..o<wmew..,we��wmimn..wr u+vowuraw•awtwwaawemay..+amrwe•ww,.mwar,re..r.xna�rmr..we�.... .... ....ewaa.emv,a>:an.n.=atrro*anan:a ..... -''s�eyt.'P�w¢wmmc..i+,r:s., a, - F'a.,:,xr. i wee, �; ,'' ! t l'......t- iy ',Ar •. _ d C . n. _, 1' PW 24 I rtM 1u,ven. y r,� K.�.,. .r . n.�.e.n .,.,...nav'�««�.�a�w .�.. a w�� �wM«.�.cee ,'.m �.�.v �. ..w.w�w.,a,. �, �.aru a «�..c .�..w 1 4 , C ' ,. „»Ya.tl3,mw<K•v.[v.+YY.F9a+M.Mns,v.'IISH.,ate.:N.K4ekV+W,dAK:PkhWak+,,:sswK'iwY,V,wa,,,Ma,yezaeruEi="F'N+.cdbsnYrtONW1WYa1is's+IaYYS'AaeaC•.LBYV.,X NMSiNniklYS.to„M4Sel4aYaCi4HrrVpIDM4K.favA,3VC4roi.��U2Y4.Nl r•.,MY.NC't+vYaMwYW✓RaaYYJ.Yaw.wrp!X<•FYYwe'XRnKVTe!•XAS4+,.11 MNAK.ta4vs4vM..,N,M:M`YwG./nHJmS2Pb, ,f:yYM1MZ riikG.6mA.TxssR»•Lemm¢.K9cMMrtcYe W bAMt+vYfb•SSKH'RY4' j rT :_ .. 2" NPW 24' '� 11 PW(24) • m 1 EE Ei PW 24� ., M 111.8 - !, t y PIOPENING 9 1 M 150 SUPPORT, 1 PA 7 a o BOD 124.00 1 60X42 SAD " r " PA 7 " PA 7 • I 1 PA(7) - ( ) ( } PLANT AIR a . 2I-6" I co o_ CONTROL VALVE 24X24 SAR ''' i ! ASSEMBLY, TYP•E1 i E I LATION VALVE, TYP 2500 CFM� TOD EL 122.00 I 3f' PW (24) TRAP PRIMER, TYP '. �/" NPW 24 .i .w,�. �,.,,. ,,,..•. „a.. .�..•.w.,a, .,.-w..,..e,. �- ,.w w.,. .� ,�.�. <�., . �... .re,..., .., M.�. ., .......- .. ,.,. i SINKQ . 1 ; , „. w .. . �. �,�. �> .,....,.., .. .a..._.. r. .....,�..w.���. .i. ......a•.•. .w, .,w.,.-,w.. . .i=► .w ,�.m_.�. 9. a WETWELL VIE ING ROOM i 4 C.R. �a Z •.>.., a,a„�,.,., >...., w. ...».,� w,..,.,...d ,.a ..�,. .I,w�.. .�. .,...,_.,. 1 = 1 1 `t a .,..... ,... ,a .w•. w..„.,...�E. . ..», 3. . .., F }w "B” w ° b 1 ,. �FLQQR Po �. .�, .. .�. . . ... .w, �► w. 3fiX48 SAD I FAN .RM„ . . .. 11 v ` DRAIN �� o�- NPW (2 ) 1 I 1 #� -_._— . .� _.,...,,._ 4 . . a .�. �.w.,»..w• f �.. ,, . . ,. . _.FAN,�RM. ,A__,� , ”" �, . , � .a) EL 117.00 — _ t ¢ r t 1 i y� 1 1 ! € i g v.�,:w w u: ury .:. �.,. d.... .r.. , �_><.h.:. ..ti.<..s .a,.. ,. ,•� U a .-. . .. j tw.lxmr.wi k.est:_xst wr."¢... v...» ....,........s..,...+. w, ,r•.•3,xnsS,w,wS.x.,..m,.�a..a., a.., ;wanwn.+. v. 't�%.:NCt 3M1Gev,Yd:'a,A`SW.d.S#i:tlDlt.0 - ".�.a. .,.w,w..xx -,:.inUaY:u3'.YT1 .a1:.r• ;;n W:.NA!'+aA, '>"fe,^..Sin'.,...`.....R;flitYcs:A�.....A,Y,„,aSaV9pYY.(,:zk5,>`,k�w&,6.-. + k erot.,. 4.,:.....f"u1>:S,Y,•s',14,F'4....^,s...'1. '....., :fl: i - �� '� F„. .. .. . ..zw:aa>.v a'n”rotor.. � � �� � »m tsra�uaownnsu �+ am•asrrz w:s.vmmwawaoaasac u..mo.n«anaw.nwsw.cu+nm.vw � i i k,uw. �.nH ,wx,� �...X _,,. ..�- .� m w.� �.� K. .,N.a...�.s_A, ... .w.�aa ..a a.nXX• Y� rt. �. ._ . • • �. .r.,. aw ,b ' ;. , .,. .... _ ,,`. 'a° ;e;., b+ ,5,.' ,b. # :1� � . r.w+•.o., t � kannem..�..+¢.a.vrwe�.+wraax as>oa,e�aw.cnew.mr«m«,a.wk , ,., ... ,... ,..... _ ..a cE .'w • 4 �� �`o...,o-m,.......-«,,.•«.. ,.<,t,.. .....,..i a.. !,.o,,.,•,..a .,...,�...a.i...,,s,.,,:X., ,....., s'''"."A:�nx, •+ rat: au,.,:aaa;s�a s.�•:.- ,tnw�waw.m.ax'r :,, vm a�n uwnz :,,,a�.a,£<i>,.au+e+«i•,`»a<..�sxm•. r slow. �••es ' e •a• b b' . ii 1 T ! a'' ;..m . 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FOR PERMIT APPLICATION o SCALE WARNING G. TEY/ SUBMITTED BY • 0 i 1 DESIGNED B SCHULTZ `'���,� MECHANICAL SHEET: OF Z i "i '� D. PATRICK (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: DURHAM FACILITY DWG: 100-M-027 /4 0 IF THIS BAR DOES DRAWN INFLUENT PUMP STATION NOT MEASURE 1" Clean ater ervices SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION SECTIONS - B DATE: 22-DEC-2004 THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C. SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: : `. _ ii NOTE: STAIRWELLS NOT SHOWN _ = .. RI FOR CLARITY. c a Q a • 24X24 EAR 3000 CFM 4" SPD {26} 4" SPD (26) .SECTION ABOVE EL 117•00 CONTINUED ON SHEET 10O-M-029-1 LI /111LH1 1 1 ..'l''' 6 ' / .d a ) • 111[(.11 �'4 /i/I,tlI >sy aca^ y 1 1 ( , 8 R 1 ! 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I " 1�' i I " FM (26) t.=_!.. =_!:: ! 1" PW (24) i 1" PW (24) i :: DISCHARGE HEADER :: �: ' s ::f:: F:: 10040101 : . . 1 ( s 100P0104 1 I , :. ...... . CL 110.25- _._._._._._._._. ._._._. _._._•_ _•_•a MOTOR •❖••••••••o•+• ' . BOD EL 110.00 x , ' /•• I /•••••••• .._•_ _._._ _ _•"• ►-._......�..' I ►. i _ , _,,,_ i !.!. •i !•!.!.!.!•!.!.!.! MOTOR - f•-•-• ' x • MOTOR : 1 ° 30X36 EAD ?. Iz ; MOTOR 100CV0108 i I' . ( i RM B ;� 1 24X24 EAR : •a .i. RM "A" GATE VALVE --!-..._ ►�:�:�:�:� :^:�: ►�:{; -Cr* 4 2000 CFM .., -�'' ��: ! ;:: ::::: - - GATE VALVE ♦1..1.4.1 •.L 1 g 'i i , ! 4.• •! ••••• ••' i �.. ;7 . � ,, zt 1 .,. i...s., k IMO 11•100111 iiiiiilla GATE VALVE SUPPORT a� ' ° V't�' i I I I 'j � I` I I •.. di) XPPORT AM ■t �l� .r `: o •a. 1 '' ; , PER LVE MFG is •; �; •; , I;. 1 , > i . .!. n FOR i • r EL 102 50 ■ 1 I �. �,...a �r . ,, .h_ .. ..x� ,..� _ ,.. r . _ ■ II g 1 1 1 : :' t _y t r:11.. ,a. . .1� otl.6 :i�.' :: M u• a* _ tti -: :a•> ,..�' ,I. :._ :s v.. -...x.•... .:_: ..,,, .w ..,... .. -{ Y ::. a, b S r - .X.ld:at6d'._�tN'SW,a,u. •• •• , .1 7 g «c I ,,e, F ux+at.u}wsm uurewwsewzx u�ax asscea - mx wn .. § a, d s- 4 .1n 1 . a .11 k `err, # - �$ •• amr-aieadk n'X[i xxaev, '�.ak' -}w+nr. .. ...t . , ... , , , , ....rt 're'.- rs . s •., 1 • 2" i ! is �' ; i 1 1 ; 36" FM (26) M-108 I 2 V(14 i � , i •_ : , ; 2" • ! i is I' :i i 1 2 V (14) i 1 , } 1 } ,: 1 k :I • , , ; l ) ; ggh PUMP DISCHARGE } A • r sw '+kc]e3C]XCYi ,bxwa.....vxMU�p•GVw•,snx.• n anuF.,.�xm a+.wvyu✓ st w.a:...,. Y . ox.w . : ✓, .e ry ,rc a e, a v, .. KK I :.'LHa' w,&.,Y: M% .a+m>nv4+r, u.N`.-.s.+'•rtt♦YLLUaxz.arw.+t•>vwv.s.e',r++ d u4+•.r,rmR'ro:a>a:o� ro M1.�.v. v+fa.vn,! , .t..-1. v -�-, �. .., ,ei nN F',.."e+,. n a.., mr a , . • • •. Qqr . • • • -a.> -�.^..^,¢..,sa +>+xw° ,w,d,',>-,,, ' nwc, .« ,sa..n.. :a:.°e'a•. ... .ao. ++ . 1 rExz apart,sr,suasnmvm[wi,:a.eoce..sca.wc. �u.^,sm [m. .uar+ovrm.nw....+mma'n> s.�wawwv.r.«rarc[us..aawan.vaarmru�irwxi..+ra«.ws+.erz«eaecc.$ 1 _ fl Q �,j • r.� ak. I 2 �... . .a...,.. .,Sri, �f �M..../5.•• .� ..,' •G ., !: �,... �r w jj - •W ..a ,.a. a. .a.��.S •rct «.�. ,.$. ... �, T T r 1 1 ..+-. I. �.-'-�'1� �T I I I I t 14 � 1 1 , 1 18X36 SAD '-"'..±" i i == = i t 1 . , , „. : 24X36 SAD �„ 18X36 EAD 18X36 EAD ' , I: : 1 i 24"X24" SAR �,,., �� �� _ f - - 24"X24" SAR 2000 CFM (TYP) - i PUMP RM B }� 1" PW (24) 1" PW (24) � ,�� ! ! . k . �,, �', 2000 CFM TYP i D. • ,; U M P RM A BOD EL 93,50 _ _ �. x 12"X24" ER` i[ ••• P___________F___ , �1 BOD EL 93.00 1000 CFM (TYP) � I =• 12"X24" SAR 36" FM (26) " 1000 CFM (TYP) C ::;:::GE 1 4�r.� I M 1 �`^ - (. 36"X30" REDUCER 1:=1 _• i - 1 T111 0 R ; I ; _ ii P TYP PLUG VALVE, TYP j - �r- .. _I ,.. HIGH POINT EL 85.31 - _. _._._._ _._ .-.-. - - w WET�l1/ELL B WETWELL A -1 ._.w. = -.-.-. CLEL TBD•w._._.!._._._.w. 5•_•_._._._._ _._. - __ '•i •_._. _•_1_•_. 1_I ~• 0 It 1 •tit J�E.=Err I 11 allP 1 1 t .t I i , k _r,,,,:HIGH POINT EL 85.31 ► .�„ - -- - __ n_ r _= . g;11 . 3C�ML'>�'.'7r+G'4'!T+f.rti.v.ri.v r' 5,'��;I J Y ! 7' 9 t ' 9E 0 -_'f:� (per, r�.. = I� A i �` SINK __ _ __ „ ";�;.;;:.;:_.;;,.;;, r •r •, �' CI) SINK 9 . .,�.. . ..; . ..;•. 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M-14 0 4 C . ; ., - t • , SUPPORT• CO ' • t ' _:a, I •} i�rnM�tinvntir,nrer,vrm,n" .-.-.�.-.�.-...•,-. !._._ GL 81.50 .w._._.l.w._•w.w•_•w._._._ ._._._.wa.w.w._. yGe,rrnnn `� I 1 ! :4 ...._ I. . 0, _ 1 I • . • •CONCRETE PIPE} 1 ,. ; i i1 t . a SUPPORT FOR VALVE r� �� ,' ; ---.. ; ; '` ,R �. ; _ s'� '•raerert /ll/lllr.l '. .,• : ; , , ° ii • � �`y• ,G1 1 11 " ' I i ' t I _ 1 i .. 1 ! , Ili tal EL 78,00 1 ' 1 i ! = ! _ i i , . ■ , ii :;uc.-a.,-n, -.:,sa.-uaa :+e ;•mac-=,..ym'•::ca.e,aw+>.,WZ:..sa'r,.,;esxaeww�vsn. .s:exs..zar...'aa wc. ..N>wrr-cr.,ww..w t[:ata."«�a'n:eaa;r; ['uxax.,s rr. ux<+:s:..xarawac�z;urx+.wauttascc-.s.nc,:�ro>cc:xaaaxwcva,.�m2ra .•:.ia'..uc--,w... - eatadaTa'w,,..:sue.. . -,,:.,.. „.......,,u•., ._ x TL_E__ : I - ,.... 1•nn�rxv r_. av w•rnu ' w ' I ,., EI 4 t Li . .xwvs.waxaa„a.A. •azaw� ',t � ffy w.�«,.�.,�r+. swe» !'�sa.aadcsserawu':r�rs _wre�� Y z�xsx^r�uazaxmw., .. .. _ ,•. ,�. xvrsry»�«.•° .. .,..,,,, ....,,.. ,vs?w•.uf�'x �s,'s�mva�[as�e�a .� .U ct:1 o0CVO1 o4 M 1 oocvo 101 1 1 ' 100PO1o1 9 CECK VALVE Y . Y . {± ri, • 1 `• CHECK VAIN E tl :6# . . n � �_a INFLUENT PUMP#1 u 4 DR (26) 4" DR (26) 1 100V01O1 ' • KNIFE GATE VALUE .,`.JNx6'�.XLIt•.+L.fa.R. .tY..&a';Y .bct.asX3.-5+A�'3 :Y.�afR53s6'45S•.. .....-,.,-x 4SSObA.:r�Ya,ae�#c..9r3fRIJPJtiK:'f.:� OSa.F:' -+c..s•.,+, +.a-r ..a ,.. :.:-,..: - 9'6W.`bOfG(,L�M1'IId6�VkYV�GU".4M/aVYldTR •.... p:NRMV,"lKffnFAi�dP3H'.' •y....•. [. - , ... Paz K..AS ,r ...... .. .. ,---... .., A r1 } � .. ... . ...,. ,., s r-... - ......... . ........ :..... -.... ....,'v,.. , .,. ....,..,...,. ,. .,. ......, r ..... ..,. ,., .,.... ...,.....,-. ..,.... c.x... .,..s... < r. ..r w.... ,........ rbY•�W.fiiGiXUS3�+P'}.b3dG}3#•fi' y slaNH,EaL.3Y.Nw' a1MF RW[4-^ ,•.... ,, .: yA1 CarVy> .. • r r • r ^ x 30' • x ° r b" ` x _ ,,,,,,, a V + " 3. C 10040104 1OOV0107 , , - A x.t INFLUENT PUMP#4 KNIFE GATE VALVE " 2 TYPICAL PUMP .t � f PIPING DETAIL 100M042 1 .2) S NOTES : 100P0114 11 . ( ) ' 100P0113� "B"tt ) 1. EQUIPMENT AND PIPING ARRANGEMENT IN PUMP ROOM B 100P0115 10040111 w AND MOTOR ROOM "B"ARE MIRROR IMAGE OF PUMP ROOM "A" c) AND MOTOR ROOM "A" EXCEPT ALL PUMPS ARE IN COUNTER- CLOCKWISE ROTATION. 100P0112 r a. 2. SEE DETAIL 1, SHEET 100-M-041 FOR TYPICAL PUMP PIPING. SECTION C h; BELOW EL 117,00 100 -M-001, 100-M-002, 100-M-004, 100-M-007, 100-M-009 • FOR PERMIT APPLICATION In N- o SCALE WARNING G. TEY/ SUBMITTED BY • c, 0 1 DESIGNED B. SCHULTZ � MECHANICAL SHEET: OF z }� ` G. TEY/ (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSOCIATIQN WITH: �� DURHAM FACILITY DWG: 100-M-028 /4 o IF THIS BAR DOES DRAWN D. PATRICK 1ea11�atE'r Services INFLUENT PUMP STATION $ NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION SECTIONS - C DATE: 22-DEC-2004 -' THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED. C. SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: .... 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I i .1... , u I t n.«w-".,,.w,urnw,.«,..,,,«, .>e.,.m,,.,..•,«_.,,w..o,„...,..:,,.�..,w,v1.,•.,...1.. rr..�aecax.c»sannucr.:.a[a K,.s,wawa>.«.s1....,..we.mr..a«a.:a.«f ,.,+. .�,.,,,an...'�,w.vw",000«1 « ,e'�n'<w,,w,•,u,,,: ,�, 1 'r. S ; 60 FM ( }V.- ,._ 4. 0000., 1 ,N ..., .rismr.wYatlWaaiG4l.. - .......... ,.6L.16M '3NMI.YAILyW,N' ,1� . m I q 3 £g Y p,., , 24X24 SAR CD 1300 CFM (TYP OF 6) CO w 0 co Q r o. 0 SECTION M ABOVE EL 117.00 100-M-011, 100-M-014, 100-M-015, 100-M-016, 100-M-019, 100-M-020, 100-M-021, 100-M-023 FOR PERMIT APPLICATION in LO SCALE WARNING G.TEY/ SUBMITTED BY 0 0 li 1 DESIGNED B. SCHULTZ � MECHANICAL SHEET: OF z — G.TEY/ (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: 100—M-040 c _ 14.,..1,-0,. IF THIS BAR DOES DRAWN D. PATRICK iNASSOCIATIQN WITH. 1eanater Services INFLUENT PUMP STATION - NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. PHASE 4 EXPANSION _ DATE: 22-DEC-2004 THEN DRAWING IS C SENON 1 SECTION M REV DATE BY DESCRIPTION NOT TO SCALE CHECKED, (COMPANY OFFICERS NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: JOIN M / 'EL - - . � . , ,�,: .: ..,a„,_#f,� _..::,::.. s _ r-,;.,. . .r . ! . Y; . .� . �� � ,.� 7.00 a. 1 �. t i s i a k •• . . A .i. „�.;,. ,. <. .,� Ry.. >wl,w,♦,�, �. :i: 4, `. t • _ C7 1 i : i• a N ; 5 I s 3 i a 1 (, i >z 1 1 i y a 1 * 1•W !�s 1 o it 1 ' 3 ° > N i ® "ii,t s r N 0 i EXHAUST AIR DUCT �, r 1, b s" 1 �+,+:�asu+s �aYrax� _. ..-� .. .. .. ;...+�.rra:rx:�c �r' _ — - ♦ ,ax�iaa� °.avrrmw� • 1 as co i -- - 4, •.6, - s ,ii L � I 60" FM (26) 4111111111111i i . ,�_�_�_�_� DISCHARGE HEADER• i .t ( IOOPO-iO3 ) ( looPolo6 ) i 1111�!�►!�!.!� � - .,�.,�� .„. . ; , .. MOTOR .._._ _. . _._._ _._ _. i • E_'�'1 • _' ._._. ._._� ._._._._._._. ._._._._._._._._._...._._. ._._._ CL 110.25 t ♦�000000+000000+o�♦ I BDD I ' I ig i` 1 •/����T��I`1�����`r'�`IT`►1 ! •OVERHEAD (TYP) ■ = i �� j M-105 MOTOR BASE -...►-..•..�.•..-.�-•: , PIPE SUPPORT DETAIL ! i 100-M-046 .;. ; i 1 ,-,-,7441;a ••••• MOTOR RO CJ M -- ---"' 1 oovo 12 t n ; •_•.+ .�� i 24X2 r ' -' i r I . 1 00V0106 m FLUSH MOUNTED ; f ; ,_._. . . ... r f_.�,.r. ,_.. .; .. ..._.�... M-102 s ' : ::_ 1 � . ., . ,.. : i . _" _� ... .. r.. ,�.,.., ,l. ,� .�. 111 H 1" %.i f qN Y r .. a i•4,,f.. ,. 4,A l VN_l . a ♦4,V l a Nh r 4,i i 4,W 1 l i WA^� l • ` sv cv, `rqL y a 4 I . W X4fla%lrM, r N.1,tW, q,.<w. i �f im�Yat9 a�aa<. ._._. ..... .. ,r " x+musx .axmwwwy,�llua�.saaxas... ; ,s.x..; r . . EL 102.50 i 3 Y v I &'sZ4TN+?YffiPtl.q SY. ..._.... ry1Y'.•'MSrKda'Y:2.'.' .n -.- .._®w"XUP.i, '-,i�1FS:.h$'AS+CAAAk..,...«...<:...♦.. .,�.. .. ,.... ... . ..,. >-. ...... r r....,. .. .r .. . . . I: MII : Y •Y y • I'•y q . • I ce^ i �h ,; 4F.4 A : • A l It q i .ffi z ,. . 1 • • 2 • 1 . •2 r 1 ...may _. ... .. . _ • .r 034A.:r. .Rd"TMi4klYi+.,Ya .Y'• . K . '• .••... ,"' •. - � ..mssi¢T�'kbFtti4S4'XSSwY1Ch`n'.t'+'nMZ4i'nYSkidalseBk.S.X..`� t'•..•. 'f.XVak,'Z ^vr'e!.l.sC;Jn•. ••,S i:,:.aS, ay.F.tMa i:.R�kfi.XXX+MS'., roX.AC'd�J.Aa.'C.�Yv' Yfm, ,w,.em t mu i s as::ws r f m,.:s:vz.!.•s l ++:i xar,l,.ea l rm .yys 4,N, .w s>w4,w r a•.l ar..l.n.._v e z•xx, • '�'�"'� 9.RY - .--K .... ,..... ......> ,...,... ,. ..,... „...... .,.,..... n e. rc+ ... .... ..... ., r... .. ... EXTENDED '�""" _ EXHAUST AIR DUCT -" '''"� ; M 103 it PIPE SUPPORT = - i i �� • SUPPLY AIR DUCT 1, i Y i i ;t 1" PA(7) 4 r PUMP ROOM �•► C 100V011� 100V0105 1 HOS (29) i • ' ai ......_ . I�1 2 V (14) AI •KNIFE GATE VALVE v 1" HOR (29) �■ 100CV0106 i . i 2" NPW 2 '� _- 1 ( 100P0106 ) 100CV0103 �� - HYDRAULIC VALVE O -: 3 �� 36" CONTROL PANEL M-904 1 t 100P0103 CHECK VALVE 36 FM (26) •:•, I , 40 MGD PUMP .1! PUMP DISCHARGE vill ; - _.-- 36522 5^ BEND i1...I il1,l).,. i i j --^• 1 ie'eHillI ,UTILITY STATION M-850 - 00 aM ! . A ,■■ 36"x90" BEND, ROTATE 22.5" 3 ! : . . .. . i .. , i .. ,, (TYP) i 4 i r _ . I . . ill ELBOW SUPPORT 0 i i ........�..r.... ..ti. .�...i._._ . !LTBD E INDIVIDUAL PE ST M-139 _._ _._ ._ n n o '�' 90 AND 22.5 BENDS O ; a li ;, 1111111116, i ��. 1 , ...; .• ., 4 , i WETWELL _' I _._.,.._._._._• r a a� ; 8 ,r ,.. •, ,.. ,r. ,.. ,r: ,♦: � HIGH POINT EL 85.31 I . .a 1 r ' _ EE DETAILED DIMENSION AT LEFT ,` -- a x J'� P � a ' i . .. .:=c.:.Jsa':r^c:�st;.+SdaY,sYb.3,�M4s.0 ' . •• .. , . y • 4" D 26 1 q 1 r. M EL w, �,, _ �, • I 3fi FM 26 ill ,s Lt. 1 • '1 : ::.5 0_ —•-^•" rmrmrrimrmrmtmrmimrrrtrrlsrttll:n"iii •_ � ;•„ i� ; # - 4 SUPPOR PER K 55 5 M�4NUFAI TUBER RECOMMENDATI N.. iki‘. 1 Y. Y -- r.�rf 42” _ i ;� _►a�• I i ; _�� — 11. 44;19010111! �' PUMP DISCHARGE • i I .• _ — '11 A 1 �®Ifs III= 81-906 s " ! � , <3 M PIPING DETAIL • ■ >`AiL2.dQPobl%nc.,.:•..r-...: .xKSi6w'y"37nad`ias:iatdr.SY�adli:.h'aViKCG:4YIl+3 ^:�i':�iL SC'9° �.•.} •:. ^�axb.°. ,,i ; • M-140 ELBOW SUPPORT 2 PUMP BAS tt�� E G1 ■ 1 i 1 � . � ° 16.;.......100-M-046 DETAIL • • E Ai 45 ` °: M 907 PUMP SUOTION - . PIPING TAIL • DE y: ,, C —I M 912 h: rY r._Y ;� .b -.r �� LEVEL z . $t TRANSMITTER i 4" DR (26)i I V F 6 ¢ cp i , d `y �. �lifNR p�.R#'AAYIYA � • b Y 4 t S Ya0rai6w'9Y n.. .:, ... ...,:.. :.:..,:r.... .....:.......r,.. .. .::+r.,, ::,., .,..<...,..e....+,: .: ... .....t. - ..«. .. a!Ca,IGA,i(+hWRxOi�Pk..z>':Ym. ....,.. a w.... i.......,Y�v9 gtlAfdl:tY.re.�LYMRkdA4YN ....... a ..v..... .,. ..... ...,,......•. YRV.1k#FOY9YffiCRk#SY ...a.. .. W _ q .:. .. .:.:., q{e5"G: 44�d5RW 4.8tiW1➢ .<. -...,...... .. <_,. ....... ., ,-.,.... . .. o ..- ...nr. CO CI i ( • 51_011 Di, ANTI ROTATION VANE DETAIL ; , , NOTES •: 101_311 ,. ` � 9'_41' 16'-5" 1. TOTAL OF FOUR VANES AT 90 DEGREE APART . rill ,° ti � `�" '' ir 2. VANES THICKNESS SHALL BE THICK • - n i <I ,.,„, DETAIL 1 GENERAL NOTES : .4,. ' 1. CONTRACTOR SHALL VERIFY CENTERLINE ELEVATION f��.��Xa:, .Y . ,,�,. �,�,� >. i,. ��i. ��..: ...u......::... ,.,,.,•._.. •.�:���k�,�d�: a,. l., .el ���.,��.�.�,� 100-M-024 WITH PUMP MANUFACTURER. FOR PERMIT APPLICATION ' 2. SEE STR DRAWINGS FOR GRATING It) SCALE WARNING G. TEY/ SUBMITTED BY re) 0 1 1 DESIGNED B. SCHULTZ MECHANICAL SHEET. OF z 11. �.■■■ G. TEY/ (PROJECT MANAGER'S NAME) LICENSE NO. DATE INA S IATI I �� DURHAM FACILITY DWG: 100-M-041 3!$ 1 0 IF THIS BAR DOES DRAWN D. PATRICK S OC ON WTH. Cleant��later Services INFLUENT PUMP STATION o NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DETAIL - 1 DATE: 22-DEC-2004 THEN DRAWING IS C. SENON ARGHITEGTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE • PROJECT NO.: • AMMWMMWMIENNIMMN .. _... • / I i i t 1 1 i ___*_ k I .aa¢ T „x EL 11/.00 1..11. • :11111 !!/• «111- d ;s1. { Y>` «,� �+ �, ,- _ + �. - . A i ; * - nr.raszarw..lruiawl wawmaesnwrz+�u�vr-mssaTrx..wsoc,wwmawrowvrx-.,.,.-a+..aww,++.mva p,nwr »e¢uwawl rww.onw- _ ,.ewa�.wei+'eawa+su _ .rr+.vennn+n.�xr.wa.4..+amxaac.xw•wmoa.wxwxs accaa�.�*r.+vr�awwsn.vaw�w .......,.,.....aw.�.....wmw:wv,: — _ ,,, e,..e:.a..:ru,s.rra.,w.,..u.s....>w.,...,.e<,r.<>1.r.,>r..e>w..,..e>1>w.,,.n„w.. .,r...., .. .,,.,1..-.,.att, o.., _ - i i is C 30 F }•i r+ nI (2�3 DISCHARGE HEADER a ,. 0 • - N 9�Y&RWKgoy..N,yW4LL FAUM�I.K aw .-.• rw...«. .. ..... . .. z . .» .. ......,�. «..,. ... .�,„«d.. ,...�� t EXHAUST AIR DUCT g ! i MOTOR ROOM Ii .100P0101 :::: !C & r 100P0104 r ��i�i���i����0i���i�������� .•■•_•_, . _._._ _._._._. _. E_._._._,_•_ ._._._._ .1_._,_.A:1_._• •_•_•_ CL 110.25 k ' [ i : MOTOR (TYP) + i ( 100V0110 OVERHEAD MOTOR f ' PIPE SUPPORT 1%.105 BASE ; DETAIL 100-M-046 ,' ! ! '- i 100V0108 -.. i! . limmuniiiiiiii ,. 0) .a ,, i ( 100V0104 ) FLUSH MOUNTED (TYP) ...�.w..�.., . ..... , ..4,.. !,, .._..-. . ,. >. . .. ... .. .,_,. , «. , -..., .. ;.. . .' ,. . ..., , .. ,� ¢w,_..... .�-. „.1�. - . 100V0102 M-102 r -;, w.. : : :. •: PIPE SUPPORT i Y r 3 .. : �� a _.� ,,_ _ i , . I x GATE VALVE . .w. ,.I.,. - ;p ._ r°w� I T a-; $ IT >-, � ,«>.. .. .»..,-..,. { Y ,... g, i --- 1, 'I -- i 1” HOR (29) 1" HOS (29)iii.i3 i ! :(: - __.,... _ „,,,4. 41..1, '1.•■••••■ N......,.-mmw......kompa....r, 4.............. EL 10250 .„.„. 1 . owrnt.awue.+w.i .emcwna ++w...�w++wn.<cw.. .o .wawvemn.w..w..e wrm..mo.+..+vuwww..,w,w.w,w.am,.xa2..+a.•.>•>.w.«,x+s.w.wa,..ww '.«+.u..>xuu-ww.. w+ec...envromw..>xp>.arau„esw'n. e.., r .,...aw.>..es.v..ac�, -rr... �m,< .a ea.1 s Nu e,.M>:-.:,1 W 1,u.,'x-,:,wr.,m,,,av i,xa-,,eS,1,a,..,.au s a oa-,>m x a e set. uu,.pw[a>w,,i , -Y......5 M�AY.Y:W M"i•Ji ...+,+Y.'%n•CaiR✓.K,vT,.wn ✓.. ea ,✓emvro yy ....... ............ ..6VSnYYiYIJiOR MaWxwaMMnN,.wwwr.a..Wea,.x.N+n,eachu,eYrup,... ,._ µ.• vaabiwwN�..�bMw�i'an[wup. , r x wp .... ..,,.. .s ...,..., ...,._...... EXTENDED (TYP) EXHAUST AIR DUCT t _._._._•_•_•_•_•_•■•■•_•_,_._.: ,—� PIPE SUPPORT M-103 i T■T► 18"X36" SAD • b PUMP ROOM 2"V (14 .•■ ii i,1" PAT . �_ � H i Mir .1 { Illr } ! 100CV0105) i k 10QP0105 1 A HOS (29) 1 (100P0104 ( looCvolo4 ) ;:::; r a ; 1 100P0101 .; ; • �. , r"'11 25 MGD PUMP ! CHECK VALVE 36" FM (26) 100V0101 100V0103 100V010T 100V0109 : r ' .1.1 PUMP DISCHARGE C . KNIFE GATE VALVE , PI 111M.,,„....,,,, -"�� 36"X30" RED .. ,; ., , t>. pl. i C HYDRAULIC VALVE M..904 ! _ _ cm CI F5L.. . :• —•— .�—......�. . . .-~_...��. , _°_.•---- ---� M-140 ELBOW SUPPORT _ ._ -. . ._ _ _ _ CL EL TBD UTILITY STATION M-850 , .,,,/ WETWELL :, - A Ni�' (TYP} t -.7,•.............; :•.....-.1::-.•.:7;•4mm ar1 ilt, VV .,. INDIVIDUAL PIPE SUPPORT M-139 • =' ii_ u ;..,;:. ;: .;..,;.:,;:..;� t. f HIGH POINT EL 85.31•t E DIMENSIONED DETAIL AT LEFT #k :•: ' . •• .:. :... .._._....._ �._ . O ° S x , , �...�e w.•.c>•.wco.evs,s i rWaw„rv.,rn-.z w .n4 ..x u, k > .. '.S'.AS'CC. I o .. 1 y3 p 1111 i id ca 1 . ,A, :C 66 ...um.,imrmrm r .,h,'rm..mr I —am•13 ois 42" RS (26) CL 81.50 ii la 11.,::�• + A 1 11-n „ I ENI1lU1H1! i S�JPPOR PER ` 55 - 5 I _ _1 3 CHECK VALVE-.-. _ Ni MAUFA TURER RECOMMENDATI s N 42 I .'y ti 10..........................: _ � \. I //*** i ZlE1E[Ellllllllllll111i111 1 +` El PUMP DISCHARGE s i a i!. 1 M j PIPING DETAIL g C931 / i EL 78.00 $ aAs� «•xa.,• wruMrmu: sx 1*.va asmw.w :.w:mwrr s»werraw.vs avexw.,aa,: vr.a o-zxaa.waaacw aria 4 . "WnbB65GNt.:5,d'?eK'Ji 4.:':9.•b",14KJ3:ik"dw>:s+"1....:.:�nBKKRt,. - r S. \ , : M-140 ELBOW SUPPORT 2 PUMP BASE I 100-M-046 A 45° M-90T J PIPING DETAIL • . I •■•■■ a,". , '''' i. i ..40„,,7 , . 1 . , .: m, ._...r \47=== M-912 LEVEL ° , • 1` r '" TRANSMITTER t 4" DR (26) . (9 i V/ a v ' 1 , i '' Y a s .a nz.:ahW A eww.W,N>wFwexWC+wr:.W Fa+:tnl.JAeaPnenwab yt1.W3Yp'■ MtdrX. %.A% � ¢51M1�9tg3.s■$.Yds•'•• Iiif r.°a:xwrnmr<..rVxrsv •.mltts4msasxKxacwv we' U) ANTI-ROTATION VANE DETAIL 5'-0" _., , i4 . . . , - t., i;,' , V r ,..... , , 0. ., 55 u. NOTES : 10'-3" a 9'4" 16'- " p ., .. 5 1. TOTAL OF FOUR VANES AT 90 DEGREE APART •r - • °.. 2. VANES THICKNESS SHALL BE 3 "THICK • m �' „ � GENERAL NOTES : DETAIL 172...., 1. CONTRACTOR SHALL VERIFY CENTERLINE ELEVATION .�, .'° :� . "..' " e. . : .a ..~.. -.. �.x1 � . "� .` ` '��.,., 100-M-026 WITH PUMP MANUFACTURER. �..T FOR PERMIT APPLICATION in 100-M-028 2. SEE STR DRAWINGS FOR GRATING o SCALE WARNING G. TEY/ SUBMITTED BY ID 0 i 1 DESIGNED B. SCHULTZ `��-�. MECHANICAL SHEET: OF Z 3/8"-T-0" D. PATRICK (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH; �� DURHAM FACILITY DWG: 1 oo-M-042 $ IF BAR DOES DRAWN CleanWater Services INFLUENT PUMP STATION MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DETAIL - 2 DATE: 22-DEC-2004 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C. SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: • HYDRAULIC LEGEND = - - - -- PUMP ROOM "A" PUMP ROOM "B" VALVE CONTROL ROOM FLOW SPLIT STRUCTURE FACTORY PLUMBING sal PLUMBING _ - -ha4- VALVE OPEN DURING NORMAL OPERATION - - iii ( 100FV0101 10 FV 1 -I�il- VALVE CLOSED DURING NORMAL OPERATION 0 0 07 ) ( 0 co 100FV0102 100FV0108 100FV0114 110G0101 ) FLEXIBLE HOSE ) ) --IF-- INTERCONNECTING PLUMBING BY CONTRACTOR °- ( ( 110G0102 ( 100FV0103 ) ( '100FV0109 ) ( 100FV0115 ( 100FV0104 ) ( 100FV0110 DEVICE ( 100FV0105 ) C 100FV0111 PS1A-PUMP ON PS1 B-PUMP OFF ( 10OFV0106) ( 100FV0112) PS2A-LOW ACCUMULATOR PSI 15 PS2B-HIGH ACCUMULATOR PSI m 1353-PUMP FAIL PSN-LOW N2 g FS-FLOW SWITCH 41 I-1 41 FE 41 i HDS .• VALVE OR GATE ACTUATOR to HDR co ,;:ki-i ,p.... to 8 e 0 .4. NOTE •---------__---------------•---•------------------.------------------------------- ' THIS DRAWING IS PROVIDED FOR REFERENCES ONLY. IT IS INTENDED TO SHOW THE COMPLEXITY OF THE UNITS REQUIRED IN THIS CONTRACT. BV7 BV8 C THE MANUFACTURER SHALL BE RESPONSIBLE FOR FURNISHING THE HYDRAULIC OIL ACTUATOR SYSTEM WITH ALL APPURTENANT WORK, COMPLETE AND OPERABLE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. FS C\CC® t% LI FLOW SWITCH x .41. Nr SET"X" GPM3/4"X.095W ---------------__-•_---_----- i co co BV13 --------___._------------ --------------------- P = .4 PSN SET RELIEF ,� ; 8 Q i ! a@ 2400 X `r' r i PUMP DISCHARGE K i ---_------------•------------_----._.__-_----__-._ ------ -``-----1 r '0' \Q' FILTER M X I i - PRECHARGE WITH BV14 o 50 PSI BYPASS , S. _ ►Ti 10 MICRON MV1 DRY NITROGEN r � � � i ,••; I TO 975 PSI I � 8 ELEMENTS II Po ADJUST FLOW CONTROL C GAS BOTTLE VALVES FOR APPROX ; • Q t) • ; I 120 SECOND OPERATING TIME ------ --------•-- ------ --i----; L HVPS4 PS3 O` �� I3 �0 >Z ------------------------------------------------= BV13 - - -- - i4. PISTON ; 9 3/4"X.095W TYP `1. c ACCUMULATOR rz a. H H 3/4"X.095W STL TUBE c? �< ; ADJUST RELIEF - ,._. :-- VALVES TO 1250 PSI ti , co co q in cv) PS1A PS1B PS2A PS2B E I I ?( ; oij HYDRAULIC PUMP -- -- _-- - -- i ----------��-;-- ADJUST REDUCING I _ I I _ 9 I SET COMPENSATOR DOUBLE ACTING HAND PUMP: 'x `� VALVES TO 1000 PSI -�_�.p �_ I!i• Q� �j�' BV11 BV12 2300 PSI TURN OFF ALL CONTROL POWER c W SET VOLUME STOP '1 BEFORE USING HAND PUMP. I I cI II° c TO "X" GPM RESTORE ALL ELEC DISCONNECTS i 3/4 X.095W VSV1 B SV4 I AND CONTROL VALVES AFTER I ; -o %°" MANUAL OPERATION. T IV B cl 1. 1 BV2 '- A BV4 BV5 BV64( I P A Ci � r------ ------ r------ -------f LOW OIL r------ ----- r------ ------r MV1 1/2"X.095W o ici•-. I --' I HIGH OIL I I � � ' � 10 MICRON �I � I �JSV1A E 74 MICRON LEVEL SWITCH ; 74 M CRON LEVEL SWITCH ; WI w' ; MU �"r g i ' a ` 3 PSI a ' 3 RS� I I I 125 PSI I HDS BYPASS ' ' I I ' BYPASS � � � � � � � I '2 BREATHER ® BYPASS Q Q Z I n ............... -------� ��--- -------� 200 MESH LOW LOW 01L �------�-----� �------•----- �-------------------------------CCUM ----T---_--•----_---___-_-----------� HDR 2 PSI 2 BOTTLE A ULA OR RACK ., SPARE BYPASS LEVEL SWITCH SPARE w ' SUCTION 0 RETURN _ o ci 0...... SIGHT GAGE X TYPICAL VALVE AND GATE HYDRAULIC r 4 120 GAL 4 CYLINDER CONTROL DIAGRAM •05 RESERVOIR 3/4" PLUGGED BV cc PACKAGED HYDRAULIC UNIT FOR P ERMIT APPLICATION to N. 1 SCALE WARNING SUBMITTED BY 0 14 1 DESIGNED a TEY MECHANICAL SHEET: OF o G.TEY (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY DWG: 100-M-043 $ IF IS BAR DOES DRAWN CleanWater Services HYDRAULIC VALVE SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION CONTROL DIAGRAM DATE: 22-DEC-2004 � THEN DRAWING IS Our commitment is clear. REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 EXISTING DIGESTER BUILDING NO. 2 - _- : I _ _ w o _ - - . 3" HR (24) c 20P200 2 a t. M-540 VALVE CONTROL R .‘ •M .� �► `�� V 1" HR (24) L 10 . o v) 20P201 • J 1" t-IS (24) ir 3" HS (24)I 1" HS (24) V V 2" HR (24) M-540 BLOWER ROOM M-540 HVAC ROOM M-540 PUMP ROOM 'A' M-540 HVAC ROOM I 2" HS (24) i a 100P0124 Y'a 2" HS 24 , 2" HR (24) I 2" HS (24) 2" ISOLATION 1 BALL VALVE, TYP a 0 3"x2" REDUCER, TYP t 2" HR (24) 100P0121 i lot ° I 3" HR (24) ilb c o� 4 S--""°.....'" ,,der-% 2" HS (24)I 4 4rOlt o. %et • A co u. •�i 2" HR (24}• dr E 2 HR (24) 1 I i • �� 100P0122 9 3" HS (24) I E c°)) i.l.'" 1 2" HS (24)iI i 2" HS (24) `lot i 4•00A ...000.0.0000000 " • U 1 rit illr E I 2" HR (24) 2" HS (24) Vat �, NOTES: 1. THIS SHEET IS PROVIDED TO SHOW THE HOT WATER CIRCULATION SCHEMATIC ONLY, 100P0123 M-540 PUMP ROOM 'B' tza SEE INSTRUMENTATION AND CONTROLS DRAWING SHEET 100-I-010 AND MECHANICAL 05 w LAYOUT DRAWINGS, SPECIFICATIONS FOR MORE INFORMATION. a cl 2. ALL HR AND HS PIPING SHALL BE INSULATED PER SPECIFICATIONS. r a 5 3. SEE EQUIPMENT SCHEDULE SHEET 000-GM-002 FOR PUMPS DATAAND hi 000-GM-004 FOR HYDRONIC DUCT HEATERS DATA 2" HR(24)j FOR PERMIT APPLICATION i N. . o SCALE WARNING SUBMITTED BY 0 1 DESIGNED G.TEY � MECHANICAL SHEET: OF z NONE t (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY DWG: 100-M-044 .a _ IF THIS BAR DOES DRAWN P.A. UDE IN ASSOCIATION WITH. C1eanWater Services INFLUENT PUMP STATION o NOT MEASURE 1 SQUIERASSOCIATES-ENSR INTERNATIONAL PHASE 4 EXPANSION HOT WATER CIRCULATION SYSTEM DATE: 22-DEC-2004 Our commitment is clear. C S IVI REV DATE BY DESCRIPTION THEN DRAWING IS CHECKED C.SENON ARCHITECTS ASSOCIATIVE INC NOT TO SCALE (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 3KW INSTANT FLOW y - d = - _ _ ..:..:; __ _ _ � ELECTRIC WATER HEATER M-307 CLEANOUT IN M-302 FLOOR DRAIN o FINISHED FLOOR N 1 1 - ... ..... ._ _ _ _ _ hi .:, ! 2" VENT THROUGH ROOF (VTR) N f . . . • o 11/2" PW (24) I 1 i i »....A,,,.... „., . 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I 1 iii 1 of :, I 1 • I 1,,t,/ , : .0 ,e'(sT ..... • k.{. 1 1 •• "I I .%,I 1?i A y . ea\ .0. / ,,. 1 �- r i ,• 'A 1 ! S Oil I $4$1 00 I ' :, 1 : .,. ..,....... . . ...,. a 11 d a r i •• 1111:?101 411040 1,.! , 1 I ....,, ............ ...... ,..,... I At i killh' OA . ,.... : . ki4 ti • n' . i .d,ir i a.,a , . 1 »....,. .. •...K�... �¢: ...».,r..,,.x �w r,a �,. .vim.... ,•: ».,.>...1.- »�. .�.,�. r ..�... ,.. �,�..,.�,:.,qM.�. . « ....b,,, ¢ .�.a:.....,,., ,., _r,<.M,.w.. ! 1 ♦, ♦' i M:+f.f•s,da'Md•MaN*s^�o-/`Y+I•>,r,•r..a.+",.wH'.A^'w.e•hi'"k.el+^.ai"Y•A^n+, v.R`-0 Yk5^sG iaY dt hw AM.x av,A!�M+L. xY`ti,f uA ask xkt at+a*n'A71 qY Ytfi 3ik:1:v.:Kc 4+i.W^:T Kk'sA+i:<¢:u.�Yax Ks.�t.. K t, 1 Wa K <: �, y„y ' .i. ♦. . �s:,a,..+»*�.,,,....m..:wv.:�'r:...,:«.+.aaem..s+w.x.. ^>...�e,�a..- .,.m,<>,.,-.w.xc..a..-.a.•.axwv,a,,.......,#.,ca�....,s»..i.^w,a.r,,..,+..:.r.,..,w.>,..:<.. ..�. ..�n,.x.. n.»r..a,w,:,.-r:�*,-.,.a....a..•z.ar..3 F s wmka .,>rw,.4:•..::a,=r�,=,r,o.:.a....,,..,.,,.;....,,:,t.,'^....-,Z '� ♦ "'�� GLEANOUT IN i • i ; - M-307 • FINISHED FLOOR 3'-O" :I: INV 128.00 ; ; - ; •r '- : - 2" F D 1 '- „...... 14. lir ..... ` ' 'i ; 4" SS (12) I '' *+. .• 1 ; 0 0 0 .. ,.. 1 li" VENT • I . 2" VENT ly 1 8 RESTROOM PLAN Zyq* a 1 M-302 PFR LOO DRAIN a) ; ). 2X1 •X'• ,*n' Y Y C REDUCER •'r..•• c 1" PW - i 0 I 1/2" PW (24) i 2" FD PLUGGED OFF FOR <. - T FUTURE CONNECTION .I ii" ISOLATION VALVE •' �� `'�. '' .. 1 i ,�Al • oQ'`,j. • ; f,. .,• • :� �. '�4�1 i4 r 111111..++ ,r' ++ - . •■ LL LAV �� ���� +I+.o i �•++.++ 1 I co ..* •••.+ 1 .• L.� �. 4.• . 2" ISOLATION VALVE .0** / INSIDE BUILDING ` •• • ( ' •+• • ILAVATORY r 1 '..2" P (2 } I g WATER CLOSET C o) S \— INSTANTFLOW z ELECTRIC WATER HEATER o I 1/2" HW (24) I u' TO SINK IN WETWELL DRAINAGE ISOMETRIC r d ACCESS o. C SS ROOM D POTABLE WATER RISER DIAGRAM FOR PERMIT APPLICATION 1n N. Lc) SCALE WARNING SUBMITTED BY r 0 1 DESIGNED /�� MECHANICAL SHEET: OF Z 3/8"-1'-0" T. LOH (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: �� DURHAM FACILITY DWG: 1 00—M-045 a � - IF MEASURE in DRAWN C1eanWat e r Services TOILET -_ _ _ SQUIERASSOCIATES-ENSR INTERNATIONAL o�►r commitment is clear. PHASE 4 EXPANSION DATE: 22-DEC-2004 REV DATE BY DESCRIPTION THEN NOT TO SCALE CHECKED CHECKED C. SENON � ARCHITECTS ASSOCIATIVE INC PLUMBING AND DRAINAGE DETAILS (COMPANY OFFICERS NAME) LICENSE NO. DATE PROJECT NO.: , _ • _ SUCTION , _ : _ _ _ _ _ -___-_ 13'-4" --r:r., 4,- -- _ _ ..... 10.• SOLE PLATE EDGE OF PUMP IV ....j 1Z-4" SUCTION DEPRESSION BOLT SIZE AND PATTERN TO MATCH rill IN PUMP SUCTION CASIMG BOLTS BASE PLATE kui ] 1 ] [ IJ_ ...41 11"0" FLOOR AND SOLE PLATE OPENING 0... NOTE: ; : i 1 U SEE PLAN FOR NORTH A I • 1 - - -- - - A Am ....I i i I ii.In4k w SEE NOTE 2 ORIENTATION. • `III., . I • •sa I eti MOTOR BASE PLATE , , , ,.. ; i , .•''' i I _ _ - •,._ 04 ; . , ; _ - - NOTE: SEE NOTE 2 I ... ; i , I • -4-- , -..0 _____...... ,.... .,,,. •,:::..* ...--..............................................;.................-••• 4s6I.1.• 4. •; ; SEE PLAN FOR NORTH co BASE PLATE OPENING , ; ; 1 ORIENTATION. rn ; ; __ 15 ; ............. ............•Q_ 1 1 I I 1 I .,.. .** ..-:.::...... ......(.1 .-.......:;.4".' .;.;...,..:: ,..„ .....t 1.„ .,... .,, ...** ; A ; .,, ,,, .•• ; i i ; ,,.., ., ,.• I : _ __ __ . i , .,,. i i ; •./ A i i i ANCHOR BOLTS PER .0. t...... ; \ 0,‘• ..." ,,.,,,•.•i „• '';;:• \ \ „,"•., I i MANUFACTURER'S ; i i .......± 416 , i ., i RECOMMENDATIONS i • ,, . - - ; .4 „ 1 i ii . ,. ; „-• .,:.-- „, ,.• / ,, ; • , ••,, , -4- ; .. i co - -- 1 .: ' • I:, si, .,.:... i is . . et ; : . , ,. 1 ...., -.4‘.. i: i :. •1- '1 n w ; • ii , , i :. V ," ...."'" ' ''. O.ee:, ■ V .; I ,i 1 1 0 i- ; • .• .. .? : •• •,, - ---., , , ,, :% 1 ; LD A i : i i i \ \ \ \/// Il ‘ I' Cr 42 II is 4' i 0 rulg w b D , % ----, 1 r r Ir- -,- a. ; I , I i * 1 II i 1 ; cn A - I 1 --- .F. I VERIFY PUMP OFFSET :. ,./\/./\/./\/. .: ; 5D LIJ .1 uj ; -.- -.,...--.....-.- 1.1? -.r .4.-....-....t-.. . 4- -.-.....„...- „- ,..,.. ---....-6.- -.- • .• , , , 1 1 ; L: s: I I i i .- ,..., \ \ \ \ \ '' a) i ..'„ :. '"'...... ......................................................................... S'*. 1 XY. I 1 i : : 11 0.. °' • w/ EQUIPMENT MFG ,. .: ., ; U < ..... ; 1 :: . , • : , • \ - ,c- / .. , . : : : : i I . . I ••01. /\/\/\/\/ /\/ 4 I Z CO I ' D i . : o''''% II ., t • - - i ; 4 CL PUMP -0 i 4.... .. .•, :: i 0 ; .. :: , • i :i .. .I.' .. ■ . .. 4: CL OPENING ., -, \,. i 0- "1.--••""/ . S, t I , 0 , / 1 1 ., ":% \ t I "031- :: 1 i / i • %„ . .• ii II 1 I / , ..,•-•-i-•-•..i / „7.% ..- .....,.., .s ■ 1 I • N • • t ..V.).- 1 I Zst., . I ! ., 0 1 I t I t .. X 1 " I 'N .S.. 1 I 1 •442. ; 0*.'. \ ....-, '.::.:., S% "".'1.*"'..# 0** /I'./ ,•/**'#.***: ; 1 ...0.. ‘,,' ,„' / ,. i .1111. , 1 I A,. • ; ; ; .. ,., Z 1 I \ ; ; \ t 1 I :: ; ANCHOR BOLTS PER 2 i :: __1. ,/ • •\ ; , i : :: i ; / ,./ ,... ..........,......• ..., i 0 i / , ; MANUFACTURER'S w i 0 . :. -?' , i i - ,. :. , ; „... i „. ..„.. •....... i \,... ; RECOMMENDATIONS ..,. ..,.. ...... , 0 ..e1.- -4.• :: ., 4; ., , i i 4 :: ■ ,. .: .1- ci)I ; k. - -- <, . .i . 0- ; ; . - . .i .. .. ; F... UJ . C1 Alk 1 , si .1 1 i i 1' i ' U1 LU 1-- i . II i :: i • th- ' i • 1 i s ., i ..........± ; .‘. i ., ii , . : i . i -! :: i i i :, ; ., .. .0 ; .. ..... ... . 5 . , 0 9 , . ,. . , i, at rv ..A i •!. ..:. - / cl "1" CL b 1,11 z -4. . •-•-•!:•-•4----.- -4::::--.f- ii-.-0----. .-'-I.s- -.---•-•-•- .-s*.A#.4w-i-. •-•-•-•-,-,-. .-1-.-. .---.--1-i.k...- --.---.---.--.--I,.-.-.-I- ! ,... . .., .. 1 i 1". i i R ! 0 1 I •.. i,. ■ i ..,... , ,,..0 .0 „.. I %. 46. I 1 1 • 1 I : i . 1 1 :: I I I i i i ,i i 11 Ili.- I 0 . 1 I ! i. .‘ i • 1 I IT .. i I .......... - . ., is . ,1 .. ■ ..-CY i ' -• - I 1 i i 1 Z 0 0 is ma MIN MIMI ; ; ./ II 1::1 4 I I ; 1111111111111111.111111 lin6"."1"111111111111111111111 R ,. L., ! i ,s is is i ,. t. ,. i i ., ,. ; ,i , mum • ,, w<u) : I , , J il :: 8. s I i / / I I (0 ...„,;"""Oa, ts is ' 1 w 1 8'-10" a i . 4 \. : I --....0 2 ., i 1 i DK , i :i 1 ■ I \,, I I /. in Z-..1 , ,. i 1 , I , i BASE PLATE i 1 i \ .N I /• i :: - M 1, , i x ... I \ \ i I I ; EDGE OF PUMP u_ lau 5 -...ip. ,.; w : . \ ... ,,, :i 'it- ii - DEPRESSION cn a. i :: . ... „.• .. . 1 i ...-- 1.1.1 i is is 1 's , . 1 / , 1 (/) i :: is 1 *-. • IP •-•- ... i!._ .. -I-s-q- is is .. ii i i , • I RAISED OR 82°6:: 4i:3J , I < ; • : BOLT CIRCLE AND i i 1: RECESSED FOR.: / /,`: i: i i m ; ..:' : BOLT HOLES TO i i REGITERED FIT :. / / ; CLIP ; : MATCH MOTOR i i .4 \ \ \ \ .' .. ! 1-.0 .v._....:-..............c 3'-9" :. .: : L ...., ...,„. . 11110••• T i : . aL , .•,.. i ,...‘■ ._..........-....., ." 4 ,1 / / / / / / / a. \ \ \ \ \ \ \' 't ...1 1 . / / / // / :1 \ \ \ \ \ \\' ,i I DISCHARGE V i .. :. , i :: , i i .- .4 i- i I : // / /,/ /\/\ 0 i '/ / /'/ 'r', i 1 2'-O" '7'-6" 2'-.0" i t; r. , 1 wri 110.- ■IIII b. a* 110.• 1 :' II : 1 1 CONC CONC i :: i CURB CURB ; :: . ; .: 1V-6" i .. . i :. i . .01 , ill■ i COORDINATE FINAL MOTOR ...I ! 0 . , PLAN NOTES: i :: ""Ill . i C -4.. :: LOCATION WITH PUMP SHAFT i :s •4*-- 1• THE PUMP BASE SHALL BE DESIGNED AND FURNISHED BY THE 0) 1 1: i A i 1: :1 ! PUMP MANUFACTURER. THE STRUCTURAL MEMBERS SHOWN -q ■ : CD I. 11 REMOVABLE PLATE COVER i , i - z ; - i :: SHALL BE THE MINIMUM REQUIRED SIZE AND IT SHALL BE THE 1 i: - ...... .... .. .. _ _ FOR SUCTION VALVE REMOVAL ; RESPONSIBILITY OF THE PUMP MANUFACTURER TO VERIFY THE E 1 i :. .. 0 i ., i i o ., ; DESIGN TO MEET THE REQUIRED LATERAL VIBRATION CRITERIA. c) ; ; I v- V I 0 I & i 1 2. OPENING SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE . o w 0 , 1 1 i SUCTION FLANGE PLUS 6-INCHES CLEARANCE. i PUMP \-....-..- co i 3. ALL PUMP BASES SHALL BE DESIGNED FOR THE ULTIMATE SIZE S.a. PLAN ■ MOTOR OF 1000 HORSEPOWER (40 MGD). FOR PHASE 1, FOUR (4) .46 i 1 , RAISED OR RECESSED FOR . i 1 OF THE PUMP BASES SHALL HAVE THE BASE PLATE MACHINED 4 cE 1 %" MIN THICK MOTOR BASE PLATE r.--.-.,„-.---.-,,,,.--44,-.,,N ,41. 411.--416 414.arab AI 411,41,16-4 1 it, 4,".*I.7:■7 7 A;I REGISTERED FIT PUMP DISCHARGE ; TO MATCH THE 600 HORSEPOWER (25 MGD) PUMPS. ai ....i..... ..-. i 7,.-- 1" MIN THICK GUSSET MOTOR . • - .. ...• 1 ...•.-•.. C .,. ig 1 le MIN THICK BASE PLATE E> <TYP - / au IIIIII . 7. . ... 1 . • • i • 9 1 1/2" MIN THICK SOLE PLATE • • ...I 0) PROVIDE ALIGNMENT DOWELS a. 1 _ ir A,- I. N.. N.N. li 1 1 AT TWO LOCATIONS TO THE . ,..- f # Azi . I i I ,.... sik s : , . . .. ............ ) • i.1 1 BASE PLATE '5 6 Z 1 14" MIN THICK PLATE , • 44, PROVIDE ALIGNMENT DOWELS 0 UPPER BASE 9 -s s , s • AT TVVO LOCATIONS TO THE IL ASSEMBLY T.- --. 1 I .1 1.• E I <TYP i BASE PLATE "'------- 1" MIN THICK PLATE! . 'Nelqiiiii1110 1. • 0 X% NNW ern,./rz , r i. "1■NM 1 E i 1 1/2" MIN THICK BASE PLATE = :. i 1......... ide , • ! 10 TYP PROVIDE ALIGNMENT DOWELS 1 1/2" MIN THICK SOLE PLATE \ m / i LOWER BASE !NI z --...-- W14x43---- i AT TWO LOCATIONS TO THE ezrzezzzzezezzzwizzzozzz, , ; ......~..m.'7~mm...A ASSEMBLY ..- .I 2 - i 111■■■ SOLE PLATE AFTER FINAL 1 14" EPDXY GROUT i i A i CONCRETE CURB ii i co, ALIGNMENT 1 I I I L.1 : . i CNI Z W14x43 , „,e.-- 3/4" CHAMFER, A FINISHED FLOOR . 13 r .,.1,,:-i.74hickii,' II •. ,:.., i ......- Typ .p. - - A I 7 : _1_ n--------T-n------ I : -. ' 6 i ii . 0. L., ow,rdzo o r ./. 444" - • MACHINED ■ AWL 0 1 KA •/°5- s FLYWHEEL SURFACES . D ' D ' 0 • ma:Am!.:.t.v:,.. . msfatt..,.1az.:AThap. OPENING sap TO CLEAR 0 SEE NOTE 2 . (..7.5 1 le EPDXY GROUT ' ° . ' v II II 1 MI . . , • 1 , . ANCHOR BOLTS •cy * . • v ' 6 v ' I v . . ,..e........_UMP SUCTKA FLANGE., FINISHED FLOOR , c. .> ! . 6 drn. MN I 1 NM .--, ' o ' 0 ' A ' A • 0 . I • 0 .x 4) L 0 ' 0 ; SHAFT COUPLING i • i . • . i , IC , ' • I> • I> ' ANCHOR BOLT ,.. ' • . . • D . . • D Mil '''On• po) 2 . i> - 0) SHAFT ; . • . .. _ . 0 0 ; 11,-0" . 4. SLEEVE ANCHOR BOLTS ; 11 ' ' .4' 111 c. . 32 etro "1 i - • Ea > • • FLOOR AND SOLE PLATE OPENING a ' a • ' a • , • i •--- PUMP ' 4 L • M-902 ANCHOR BOLT - A , ' SUCTION . A ' A • t. ' D Fr) 1. THE MOTOR BASE SHALL B(DESIGNED AND FURNISHED BY THE SLEEVE 0 0 0 i A D Ill D ' • 1). ' • • • l%` **N*N1*.....'"*"*"."----L ................ 1 ' • I). ' • ' • I> ' I 0 PUMP MANUFACTURER. THE STRUCTURAL MEMBERS SHOWN SECTION 11" • ,c. 0 A 0 O A r , co SHALL BE THE MINIMUM REQUIRED SIZE AND IT SHALL BE THE , .,* , ' . • I • MIN M-902 . , , , , . • RESPONSIBILITY OF THE PUMP MANUFACTURER TO VERIFY THE a ' a • a • a • a • A ' a. DESIGN TO MEET THE REQUIRED LATERAL VIBRATION CRITERIA. - 0 - A • A • I ' A ' A co . 4..._..........4..................0 i 4..4 3 ir A---4 i-2\-. ---.... 2. OPENING SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE SECTION Q7 FLYWHEEL OR IMPELLER, WHICHEVER IS LARGER, PLUS 6-INCHES LT. CLEARANCE. TYPICAL MOTOR BASE DETAIL 'I 3. ALL MOTOR BASES SHALL BE DESIGNED FOR THE ULTIMATE SIZE SCALE: r=v TYPICAL PUMP BASE DETAIL 2-o" VAR MOTOR OF 1000 HORSEPOWER. FOR PHASE 1, FOUR (4) OF THE , , SCALE: %"=1'-0" VAR FOR PERMIT APPLICATION MOTOR BASES SHALL HAVE THE UPPER BASE PLATE MACHINED TO MATCH THE 600 HORSEPOWER MOTORS. LO h•-, I LC) o SCALE WARNING G TEY SUBMITTED BY c•e) 1 DESIGNED 0 C SENON -. MECHANICAL SHEET: OF in 14 ( 0 ) M W DURHAM FACILITY 100-M-046 6 . iiiiin5■1 P. UDE (PROJECT MANAGER'S NAME) LICENSE NO. DATE DWG: H IN ASSOCIATION WITH: INFLUENT PUMP STATION z AS NOTED IF THIS BAR DOES DRAWN D PATRICK CleariWater Services PHASE 4 EXPANSION NOT MEASURE ? SQUIER ASSOCIATES-ENSR INTERNATIONAL PUMP AND MOTOR SUPPORT DETAILS DATE: 22-DEC-2004 0 Our commitment is clear. -7 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 _ _ -- 4, . - _ - _ , _ - 4 _ - • . •- -,..-,,,=.-,,,,,,,,,,,,,i1,14%%,-,7•':&V.,:.,:i?4.1*.5.;;4,-.:4N.J.C71--6.!-:";.„5,.'-',.:y.,.:..1-=';',..- -,0,' / . ....., '.,. ..",,...;:.,,,.:,,, :.,,.;.' ...,'-.. , ,. • '.'•-- :: , ' ,-',.... : ..':... ,,..:.:,,, _i'..-.,.,....:','.....,'.....::,,,•.,..:l',',,,,,....:.: ..i.', -101 4.,, ...........-' l...,':-:-,','....-...,.,...1.1.0.',-;"..:.. '',':-... .,'..,,-,,,::.'-'i:-.,...,,-,',‘'.'.'„,' ':''.1.•:.'„ ,....:::, , .,,-;,.;,a.,,,,,-. . ::..,:,''''-':: .'•-i k ik , . ii ',..., 1 1 1 /4! 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GROUND FLOOR HEATING AND VENTILATION SYSTEM (TYPICAL FOR GROUND FLOOR "A"AND "B") r4_4_._4_4_4_._._.r._4_4_._4_._4_._4 44_4_,-.-.-._.-._4_,_.r._,_._•r._.-._._•_._._._.r._._4_.r._.-._._._._._.r._.-._._.-.-._._._._._._._._4_,-._ 400•"._._._._.r.w4..4r4_._4.. 1 f C 1 I 1:1) 1 I 5 I 1 7 i 1 0 I 1 CAE i i 8 1 1 r 1 1 y 1 1 Ti1 1 1 1 1 co RUNNING RUNNING � NOTES:, °- 1 PLANT PLC LIGHTS LIGHTS "'" r - -'- '"'-'-•-'-'-' 1. TRAIN SHALL OPERATE CONTINUOUSLY TO �, •_. 44_•00._•_. ■4■0_4■4■."._._.4_. ._4_._._4_._._._4_._._._ 4_._._._4_._._._._._4"._._._..08_._4_0_._._._4_4_._._._._._._4_._._. . . . .00. 4 ._._. . IE CD MCC MEET NFPA REQUIREMENT. 0 4■1■4400.■.r00148■•■4■4 ._4_4_4_•_._•_._._._._._._._•_._._4_._._._4_._•_._._4_._._._._._•_._._._._,_.-._4_._4_._4_4_._4_._4_.- _4_4_4_._._._._._•_ _4_._4_ c i 2. TRAIN 2 SHALL OPERATE ON THERMOSTAT Co x i CONTROL FOR HEAT REMOVAL. 9 1 1-2 / 2-1 4. lit a. '" i 3.ALL FANS AIRE SINGLE SPEED. 1 ( 1 .G' 1 i e C C e I i .� ' ( HOA HOA HOA HOA ft e ii IH 1 i 1111 ■ TO ATM i , ._.�.._._._._._._._._._._._._._._._._._.4.00._._ _4_4_4_4_•_•_•_•_•_ i:il.i._4_4_._._._4_4_,_._ _4_._4_4_.-4_._4_._4_._._4_._._._._._.004_4_._4_,_..;._•_._._. . 4 . . . . ._, 44_4_._._•_._4 . ._. • . ._._4_._4_._4_._4_4 VENT . SHAFT . c HWRHWS . 0 al I al 1 a -4-0•-- -N-0-- (11) VENTILATION . 4.. T ��, AIR • • U AI 0 co __iv*, --j\r**.- , °? OSA TRAIN 1 TRAIN 1 �- ST g F -- ST HC POP v� —�-�►- fir... 0 �� EXHAUST ..�_ z �—� SUPPLY CD FAN FAN w LOUVER FILTER DUCT HEATER DUCT SILENCER SILENCER cf) 0 TRAIN 2 TRAIN 2 r a. EXHAUST BACKDRAFT ai SUPPLY 8 FAN • DAMPER (TYP OF 4) u. FAN PUMP AND MOTOR ROOMS- HEATING AND VENTILATION SYSTEM FOR PERMIT APPLICATION (TYPICAL FOR PUMP ROOM "A"AND "B") tv SCALE WARNING G.TEY SUBMITTED BY - - 0 1 DESIGNED B. :::: MECHANICAL SHEET: OF NONE (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY DWG: QQ_M_p5p !F BAR DOES DRAWN E. IN ASSOCIATION WITH. Clean��Tater Services INFLUENT PUMP STATION ,' NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION VENTILATION SYSTEM SCHEMATIC - DATE: 22-DEC-2004 THEN DRAWING IS C.SENON I REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 _ - N .a - ---. IMILAIN T :- - MCC I LCP FOR AHU-1 (MCC FOR AHU-2 TYPICAL) _ - I _ _ NOTOR STARTER CONTROL FRONT PANEL - r.....____. OWM41.44■400061.4.0•40m4AW4■6■01Mai■li4■Olm“■4■4■4■0■41aese04■0■4■4■$■$■100441MOOMDOMO■V■6410.■14.1414“4■4■4W018ft4004■84M4■41M4OW4■40M4.1•■0“4“0■0.100■fwm1 1. ON-OFF SWITCH (CONTROL POWER) i ir4.4410.04404004■•■■■••11.4000■6WM4■44“11M04.. r4IMOW*4M044.440OOM!•■6410,m100■4■$■444•4410444■441MOMMP40.4WM44 i 2._FAN TEST SWITCH 1 1 I i i i - - _ a SMOKE DUCT) DETECTOR RESET BUTTON i i i i ... •• I / § i I I i i I I I 4: i I I I - - 4.- DIRTY FILTER ALARM INDICATOR AMBER LIGHT NE I i I i f; I i 0 I I ! i VFD 1 1 Lu i i cl 1.111114■4■0■0■0■0 011■04m4“00.0.. 41414.■4e1W4MINSOU4■44MOMMS■40146011$4■01=0■4■0.11•44.104■•■•“04mteMit■e604■4■4■440OtMO4■4•040.08■ ■•■100011,44■040094m.mmomml 000”80100■0■041010■4■4 400404■4■6; AHU INSTRUMENTS 1. QIFFERENTIAL PRESSURE MAGNAHELIC GAUGE/ 4 . _ C4 tj C I I I- all " — SWITCH 2. DISCHARGE TEMPERATURE _as 0 0 0 0 3. ROOM AND OUTSIDE TEMPERATURE SENSOR ta Ca 4. SMOKE (DUCT) DETECTOR SENSOR Z RELIEF INLET .a... TO CLEANING PUMP 5. LOW FLOW SWITCH (STANDBY) (STANDBY) 1l. .04.1“0■•■•4M• 0■•■•••••■4•1*014M4■4■4140404M4■01M,•■■■•mmomm4■•“•■•■•■••.44OMO■44m0.0040104■4■4■44/04■4■4“•■•■•■•■■■• bem10■4■4■0■0■44.11.■malms4044alm$ I At liir AHU MOTOR STARTER PANEL LIGHTS AND SWITCHES 1. POWER ON LIGHT-AMBER 2. SUMMER-OFF-WINTER SELECTION SWITCH 11 0 MOTOR-OPERATED I TO ATM 3. FAN ON LIGHT-AMBER i 4. HI TEMP LIMIT- RED BY-PASS DAMPER ■ I A A A I-1 El i 5. LOW AIR FLOW- RED ›, 2 1 OGG i \ . 0 - 01._ EL i 6. LOW TEMP ALARM- RED CD i I (33111.1..... I I C531 I L.: OSA L 0 0 ..........01.- ...........0.- I/I I OS"- 1 .....+.- F CC Cyl 1 FILTER 0 11 i i j i j i j BACKDRAFT DAMPER _1.... \ NORMALLY CLOSED VFD ROOM "A" Li 03...ilir 0004MWOMAIa“41MOOMO■401es■■■•■400S4MOMMS“..01•41111,24MS“s0V40■0“4■6■4■•■•■■■.4.100414M4Op.MOSOMOi411M*■00M44U44■40.1441MO■e■$■•■4AWOMISOSIMO■4■O■44.0.■0■4”44W4441 OSA AHU-1 1 , Ci\ lamaamenlau.).}mmalur(31-66*, I warowsiorilli■ L ........00.- VFD ROOM "B" r4■4■4■4■40.4M1b44M4MO.M40000.10,0040M4”111M404■44“SMOSOMS41“. IMO441040.M410.64.1M4400$11104■444M44.110444MMOV444404*“4“400.41M64411M404MOWNOOPO4“4=004m444 ., I IrimminommimaiiHi I I I VI Oa' 0 I I rill*Mililli I i 1 BACKDRAFT i i DAMPER 1r T v LI LI (TYPICAL WITH AHU-1) i OSA L i i TO ATM ...........0.- ..........0.- i i i AIR TRANSFER GRILLE lir t i i WITH FIRE DAMPER RELIEF INLET I HVAC ROOM i i itbD . P844 . 0444 "MOB 4 0 4 • t0006tOtS4 4 . 14 4 • 44I4 SOS . 4 6 40 $ 4 4 4 5 4440 $ 4 • 6 . (STANDBY) (STANDBY) AHU-2 LOUVER VFD ROOM HVAC SYSTEM r4■4■1■SM0.4004M4,4■•■•■•■•■■■•■•■■■•■0004■4■4014.01m0■44100■4■0■0■6■■■•.0400w4■•■0”$4..”•■•••••■■■4.4$4404■4■4■4■S■441W4■•■1404■444neememl*O0m.."■•■0.140”0■OmMa.440Mt■04M4IMM810144WOO“OMMOOMe■O■40M4W4■4■4■4■4MO4WW I I C I i CO i i 'IR 1 i e- i i Ln 0 j i a E i i o o i i 1 i i 1 32, i i O i -.3 "-- ----3 --- i i • u) : RUNNING RUNNING 0.. i PLANT PLC LIGHT LIGHT i i. . . . . . . . 4 44040404 0444444441441444 • $ 0 • 1a0a4444 4 . 04444044 • 404 . 666 . • $ 4 . 4egs 8 , 40640M4IMS■8■0■0■0■IJ 4I) "E 8 mcc r.----------------------------- 4411M441■44.41“0“4”$40PO■81“0■0■40MS■44041■4■4”4“44VOSIM01■40104■•■•■•14•40W44104■8”44$04 MOOINO4■414104■41104■4■$■4■401114■4■4•04440 I i 9 C I Om4alm•INO4■411111"ele•■•■•■•■•■•■041.00.“4■•mim, i •WM t I i i i i i i i co i i i i i i a. i i i .... i .1.: i i ,J i i i i i TO ATM H i i i .-.e. i i i 13 i C i i ON/OFF ON/OFF co : u. i i c i i i i A It i i 0 0 i i El i 1 1 i II i CO i i I i-. .-.-.-.-.-.-.-. .-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.- i i iE I 4■440001“4■4•44■0■4O14,1m0,■•■•■•■4■6000■4“44WO $WOMO■0■44110.■,, 9 'E c1 MI ' I w .11 1 0 0 0 c g 0 (11) j\r4..". -4-4.1°- 0 , 0 Q ---/\r"*- ---/V4 2 CD 1111111•11111111/ 2 10 --Ar**- mi.- .0mm. ..... CD .4.90..., c sz 0 -•■■•■-•.-4*- ST 5/ OSA d\f el 04 .....)---lam z ...... , o L ......01. F 110- ST -....110.- HC 65 w EXHAUST FAN c) .......... vs SUPPLY FAN r- a rn DUCT < ........ ANNOMMINIII. 41111111111111=111111■ cn p DUCT ELECTRIC 0 SILENCER(1:0 ...-- LOUVER FILTER SILENCER HEATER .6 a.... ELECTRICAL ROOM HEATING AND VENTILATION SYSTEM FOR PERMIT APPLICATION to 1.- til 0 SCALE WARNING G.TEY SUBMITTED BY or) --‘4,, MECHANICAL SHEET: OF in 0 34 1 DESIGNED B.SCHULTZ v- 6.1.=......J (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( 0 ) DURHAM FACILITY DWG: I 00-M-051 NI IN H IN ASSOCIATION WITH: INFLUENT PUMP STATION z NONE IF THIS BAR DOES DRAWN E. NAVARRO CleanWater Services PHASE 4 EXPANSION ..s _ NOT MEASURE ih SQUIER ASSOCIATES-ENSR INTERNATIONAL Our commitment is clear. VENTILATION SYSTEM SCHEMATIC - 2 DATE: 22-DEC-2004 THEN DRAWING IS . REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 '•_•.0•_•_•_•_•_•_,_•_•_•_•r•_,_•0110•_•_•r._•_•_•_•r•_•_•r•a•_•_•_•r._•_•w•_•_•_•_•_._s r•_•_a_•w,_•w•_•.r._•_•_•_•_•_•w•_•_•_._._._•_r r•_•_•_•_•_•_•_•w•_•_•_,_._•_•_•_,_•_•_•_•_•r, 1 # _ 1 I _ - i i 1 ! _ _ ! ! C ! 1 N 1 i V ! ! " _ - W 1 I _ _ - �©y 1 1 - --- N ' ' - # 1 1 1 0 PLANT PLC vi._._•_._._._._._._._._._._._.r._._._._._._._._._._._._._._._._._._._._._._._._._._•_._._._._._._._._._,_._._._._._._._._._._._._._._._._._._._•_._._._._._._._._,_._,_._._._._F 0 a' LMcc ! ! ! 1 1 1 1 ! r 1 ! 1 a `, ` TO ATM v) 0 i r. i 1 11 t_ i 1 i i / I . ■ 1• , • • • • • • • • . 0 , 000 . . , • • • . • . • • . . . • • . . . • . • . • • . . . . • . • . . . . . . . . . . . . . . . . . , • •••• . • • • . • . . • • • 1111 , •6•. .w• ! T : LO HI OFF T 0 VENT HWR HWS �'` 2 SPEED - - 2 SPEED SHAFT C ---N-4..- -- I VENTILATION (11) ..... �..�� �..-•■ lo--.-. 412) v� -N---Po-- AIR j\r"*- T OSA . `- ST ........i\r.....+•. L --fir- F ---� /►- ST HC SUPPLY FAN EXHAUST FAN �, NOTES: ....... ..... V I ' DUCT 1.ALL FANS SHALL OPERATE CONTINUOUSLY DUCT Crl) SILENCER AT LOW SPEED IF ALL ACCESS HATCH ON LOUVER FILTER SILENCER HEATER TOP OF WET WELL ACCESS ROOM ARE CLOSED. 2.ALL FANS SHALL OPERATE AT HIGH SPEED WHEN ANY OR ALL HATCHES ARE OPEN. WET WELL ACCESS ROOM- HEATING AND VENTILATION SYSTEM 3.ALL FANS ARE 2-SPEED. i 7 9 ' r•_.IMO tea"_•_•_teat•_,w.•_._._.w..._•_•_._•_,On"_...._•_•_._•r•_,_•_•_._._•NON_,IMF_,_,_,_•IMO•_,_,_•_•_"Pat_•MN._,_•_,_•_•ONO•w•_•_•_._,NIP•_._.IN*._•_•r,_•NMI•_,_•r•_•r._._•NMI IMO•_•w._.MOO_•_•_.a.,w. 1 1 C 1 I V I I N ' ' LO i i a i ; i i 1 f I 1 1 1 g. . RUNNING RUNNING 1 a. I PLANT PLC LIGHT LIGHT i. _1111 •_1111 . • ! • . _• . 49_,_, 11 • 00 . 00 • . • , •_._•_. . ,_•_, , ._._,_• . . • • , • . • ,_,_•_,_, • • . . •_• . . . ,_•_• •_• • • , • . ._._• •_•_• , •_._. . • • •_ C MCC 0 r._._._._._._._._•_._._._._._._._,_. ._._._._._._._._._._._._._._._._._•_._._•_•_._._._•_._._._._._._._•_._._._._._._._._._•_._._._._._._._._._._,w•_._._._•_._.._.w._.-._.w._. c i I 0) ; r._•_•r•_•_•_,_•_•_•_._._•_,_•_._._•_._._._,_•_•_•_,_._•_•r•_•_._._._.r._._•_,_,_•_._._•_•_•_•_._._•_._._,_._._._•_•_._,_•_._._•_• •_._._•_•_•_•_._._._•_._•_•_•_•_•_•I I 9 H p„ i i 1111,. ' � 'I 'E3 �� ON/OFF ON OFF TO ATM ! , G G 1 A ii i ; H i 9 l._•_•_._._•_._•_•_•_•_._,_._•_•_._• ._•_•_•_,_•_,IMO•_._._•_._•NM*•_•_•ISM._,_._•_._•_•_•_•_•_•_•_•_,_•_•_•_._._•_._._•_•_•_•_._,_•_•_._,_• • •. _•101 ,_._•_._•_•_•_•_._._•_• ,_•_• •`•w•_•_! 81 T ' T a HWRHWS 0 0 C 1 -Arit.°' "A".*- 0 U 0 T E 02)g o „ .... ...ter .�MI ......IIIP' _Vol... -N--00--C CM a OSA /"' ST z �" t9 �► L --1-r►- F /► ST HC U) w EXHAUST FAN c°n SUPPLY FAN — r Q — .d--I— -1 DUCT V) SILENCER D Cii) LOUVER FILTER DUCT HEATER B SILENCER VALVE CONTROL Room- HEATING AND VENTILATION SYSTEM FOR PERMIT APPLICATION ODOR CONTROL BLOWER ROOM- HEATING AND VENTILATION SYSTEM r.. �o SCALE WARNING G.TEY SUBMITTED BY ;� 0 1 DESIGNED B. SCHULTZ � MECHANICAL SHEET: OF z° NONE (PROJECT MANAGER`S NAME) LICENSE NO. DATE 1NA SO IATi �O DURHAM FACILITY DWG: 100-M-052 E. NAVARRO s c oN WITH. CleanWater Services INFLUENT PUMP STATION IF THIS BAR DOES DRAWN PHASE 4 EXPANSION NOT MEASURE 1" SQUIERASSOCIATES-ENSR INTERNATIONAL our commitment is clear. VENTILATION SYSTEM SCHEMATIC - 3 DATE: 22-DEC-2004 THEN DRAWING IS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 ---- irw.Y•l.YfYrYfY•r rYf Yr Yf Y•Ylriwe_IrlYir•Yrw•Y.wi_ir•r•YfY•Yfrir•rswf_•_.!r_e_._•_...f_•_f_•_•_._•rr_r_•Y•rrY rr•Ylrf Yfw•r•r•wlYrwf wf_ ,. 0 1 1 Lcii :::::: ADA NOT REQUIREDid •_•_r_•_•!•Y•_•_•_•_•_•_•_•_._•_•_•_•_I_•_._I_•_I_I_•_•_•_f_I_•w•_•r 46 °• MCC t t t I t t ft' ft '•Y f Y a Y•_s Y•!•_•_•_.Y I_•!•Y 1 Y•_r_I r•Y f Y.r.!•_•Y._._._f Y•_•_._•_i s•_s_I_•_._f r•_•Y._•_•_._f_f r.i I r._•_f_•_•_•r._•_._•!•Y•_f Y I!•_s Y � E 1 1 <, ADJ POS —14><1.1 BAROMETRIC c c I �, E=3 DAMPER to VFD V V t t tt I t 1111 ON/OFF . 0 0 iik THERMAL MASS FLOW METER WO (LOCAL READ OUT ONLY) " * CD WET WELL"A"old .....)-j BLOWER CD 0 ON/OFF 4D1:1 0 NOTES: 1.ALL MANUAL CONTROL. I WETWELL"B" 1>M<IXI 1 !` 2.ALL ISOLATION DAMPERS SHALL 72" GRAVITY MANUAL BLO ER BACKDRAFT BE MANUALLY OPERATED. INFLUENT PIPE DAMPERS (TYP OF 5) CII) DAMPERS (TYP OF 2) 3. LOCAL ON/OFF FOR BLOWER. FOUL AIR ODOR CONTROL SYSTEM 4. NO CONNECTION TO SCADA. c 0) V 0 E 0 0 8 g G. m c 0 0 c v) 4 CI) EL I to W Ei CO t 9 (/i1 A c U t g c m •N § z 0 W 0 Q CO D id FOR PERMIT APPLICATION III o SCALE WARNING G.TEY SUBMITTED BY Lo 0 1 DESIGNED B. SCHULTZ � MECHANICAL SHEET: OF ° NONE t 1 (PROJECT MANAGER'S NAME) LICENSE NO. DATE �, DURHAM FACILITY INFLUENT PUMP STATION DWG: 100-M-053 IF THIS BAR DOES E. NAVARRO IN ASSOCIATION WITH: DRAWN CleanWatServices PHASE 4 EXPANSION Foul AIR FLOW o NOT MEASURE 1 DATE: 22-DEC-2004 SQUIERASSOCIATES-ENSR INTERNATIONAL Our commitment is clear, - , THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC SYSTEM SCHEMATIC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED C.SENON (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 - `� _ , 321_611 - - ,,o a) 321_611 y - = _ © . a _ _ U _ cv w ° / 84" RS (22) o _Q_ N ,/ p 84" DIA CONVEYANCE o CO ° / v PIPE ° " iii 12" PD (27) �' 2 1 -6"" 41 ,. MI 90 ° ELBOW DOWN /DRJNLINEFROM IPS '1 al o INTO STRUCTURE 7'-0" INV. EL. 113.47 -/ , '-.o f , r 12" DIA VENT P / / I _1 I / 5, / ■Y I a p o ., v FLEXIBLE o p ;° p / D p CONNECTION ' U " i/ r /\iii\ i i p , _ / ° SLIDE GATE \%V,///,%% 0 cn - ' r ' D ' V D ° HYDRAULIC 0 L D / > OPERATOR v 9 D ,/ O. ,' , , (TYPICAL OF 2) r to CONC FILL / D � •���\ ► I • ' WET WELL ""A", / , //// o ._. SLIDE GATE • D I',,/,\`a ; 6" WIDE SLOT FOR STOP 7 r,..-1 I /\ P ,/ 7. { I I LOGS. COVER W/ALUMINUM -� FLOW D 11000101 SLATS FOR STOP / p D .y► I '_ CHECKERED PLATE, '�— , 1d'.d 81 LOGS TYP > ,)aII (T YPICAL OF 2) I \�\/\\/ , , ..ie/ , , I p //// , _.." ' . p / M-139 'S'%/S'S' J __\. , , , / \ 72" RS (22) / ,, s ei-"'iN / / N*)5( ___151.3 ' G k,� 110-M-002 TYPICAL \ / 1 1 10-M-002 72" DIA PIPE TO ° v ,/ p t - a - IPS WET WELL p 1 / TYP OF 2 (TYP OF 2) D ti p ° FLOW 7 > , FLEXIBLE I D , p SEE NOTE 1---'' - HYDRAULIC v u ' D OIL HOSE •' r n ' D 9'-2" x 2'-6"ALUMINUM — S S V. \'\' I - CHECKERED PLATE ---7- 60" RS (22) OVER SLIDE GATE t..---- C' v \\ (TYPICAL OF 2) D WET WELL "B" p 6? IA CONVEYANCE _'-•- "'��'••► \PPE --- I ' - — -[}- G i7 (0) ■ 2"-6"" x 2'-6"ALUMINUM D 110G0102 p L•r.1 I . .. D \\\\. SIDEWALK DOOR FLO ° N v I N D D I /\/ I (TYPICAL OF 2) 14 . p 5 t7 FOR PIPE CONNECTION ' 1 9 � -- � p � � p ° DETAILS 110-S-003 (TYPICAL). �i , ° v D D r/:: \7 7 1 S I �. 111 HOS (29) I p I > p D 72" RS (22) f7 1 T , v ' 1 i p / ° p D 1 HOR (29) . D . . \ I 1" HOS (29) "* TOP PLAN 2 4-1 18" PD (15) 1" HOR (29) FOR CONTINUATION OF SCALE: 1/4 " = 1"-0"" HYDRAULIC SUPPLY AND / SIMILAR EXCEPT RETURN LINES SEE CIVIL W/TYPE 316 SS DWGS 10" 11 M .-113 (TYPICAL OF 2) , DRILL FOR -n '' 7 0 Din ANCHOR BOLTS bi- ME ] 0 18" PD (27) whim Iv- DRAIN LINE FROM IPS 0 90° ELBOW DOWN INV. EL. 11 7.50 STAINLESS STEEL INTO STRUCTURE 0 PLATE 2 f m 10" .L.0777— = 1 1 BOTTOM PLAN 1 1 I ,"v 2" SCALE: 1/4 " = 1'-0" _ I I~ 4"C) , i i -4 STAINLESS STEEL 0 CHANNEL ca 1" NON-SHRINK a 14"THICK STAINLESS y GROUT STEEL PLATE 3/s" U 'U.° NOTES: a. N 1. CONTRACTOR TO ROUTE HYDRAULIC OIL SUPPLY f- AND RETURN LINES TO BOTH SLIDE GATES PER 34" STAINLESS STEEL r N. PROP, N MANUFACTURER'S RECOMMENDATION. ANCHOR BOLTS WITH �� �°zx fd 2. FOR FINISH GRADE AND SURFACE TREATMENTS NOTE:ALL MATERIALS TO BE TYPE DOUBLE NUTS , 9 SEE CIVIL DRAWINGS. 304 OR TYPE 316 STAINLESS STEEL. (TYPICAL OF 4) f DETAIL 1 „0,4,,,..4. 11, SCALE: NTS - FOR PERMIT APPLICATION FAN KP to EXPIRES: 6-30-05 r. Lo SCALE WARNING SUBMITTED BY 0 1 DESIGNED A. CARNEIRO � MECHANICAL SHEET: OF z i + (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSOCIATION WITH: C1eanWatServices* DURHAM FACILITY - c. KITTS � INFLUENT SPUTTER BOX DWG: 110 M-001 /q - 1 0 IF THIS BAR DOES DRAWN PHASE 4 EXPANSION PLANS o NOT MEASURE 1” SQUIERASSOCIATES- ENSR INTERNATIONAL oar commitment is clear. DATE: $date$ -, THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 o : - - -- _ _- - - NOTE: 100 YR FLOOD EL 126.0 a) o _ 1 _ Y o SLIDE GATE HYDRAULIC 1-2-FLEXIBLE HYDRAULIC N OPERATOR ==+' -OIL HOSE w • ;!- - 4 TYPICAL OF 4 ° M-230 ALUMINUM CHECKERED PLATE N SLIDE GATE HYDRAULIC—''' N M-215 M-223 OPERATORS co TYPICAL TYPICAL 2'-6" SQUARE ALUMINUM SIDEWALK DOOR o AIR INLET PIPE W/ TYPE 316 SS a I BUTTERFLY DAMPER VW SS MESH M-139 n ALUMINUM TREAD PLATE `,•, OVER STOP LOG GROOVES _ �� `10-M-00� ._ o I 12V (15) to TYPICAL _� TYPICAL 7 Y OF 2 ;, , -' EL 127.0 I ` --------- EL 126.5 *' EL. VARIES i.. .o = ' , i I r 173 1" HOR (29 iv'r ► - - ,17 ---72 .- -77-/- --- 7 -r- .-7 . vl 1" HOS (29) ° j I ' v I 1 ° j I MIN. OF TWO Si EM GUIDES M-115 7 ' C; ' v PLUS AS REQUIRED ' BY MANUFACTURER I ' ° : p f ! I I I �!'; SIM EXCEPT WITH TYPICAL I ' v , ' , 17 R' 316 STAINLESS STEEL +p ' j ° j > SLOTS FOR STOP I > LOGS p v 4 ' 1 p i 7 j i 7 . , 1 I I > I 7 , , , , 1 I ' `7 . v v 1 1 + > I, 1 p ' 1 p , , /1 f, 1 a I . I I v //, ,i r I I ' V I I '' I ° p 1 1 p ' > / / / : © S + ` 1 " I p 1 `I , R.F I / / 1 1 / ' ' . v ' 1 ' / _ f �J 1 ,. _,/ ','' 60" RS (22) j p j j, 7 CONC FILL, 9 EFFLUENT PIPES --'' ,- p .- v , TYP s i TO IPS WET WELL I I _ 4 I p 1 I , l; . , , .�7 1 ; �' ( I 1 o v 1 / , I , 1 ( 11000101 ( 11000102 ) ° a� p ' I -- -_ ---_ _ 1 1 , 7 I WET WELL "A" �� ,� ; 1 - 7 1 it ■ 1 SLIDE GATE , id ■ WET WELL B 1::„ .,„„ ,,;,/,) , 1 SLIDE GATE I / i I v I rFLOW ���.r �Ii. C, A���i_ I 1 ■ I -� p r� viii... I I IRV � ��ii..� FLOW /';' , 21 1 :1� _�IiF4j� 1. A 7 - .4 Ell , x,,/ _______ INV EL 94.25 a + p . V I: Ili Talc ! , INV EL 92.25 ---- ► III INV EL 92.26 'OOM OM EL 91.0 `' . - a © EL 91.0 . t •° v p h , p C7 v S v S p G 7 . ° ' . ' p S o V . p ° N ° D p V v > p ° p p N V► - * C am :•I � a I[� R. M: I � ��Z. 1 P�.� �t�•�� �aa W S Y v ! T jc 4. : � I •�♦ ;� •r • p _ .A : .i • xif!iix � r• 7 � ' :� � • • •f , .� CAST I RO N WAL L T H I M B L E GROUT FOR CONCRETE PIPE CONNECTION 4: a �� � i - • � ;- T��.�a-., r ;::.c,; � i. � _.• ,__.K�•.•.;,-; �a : t ••-i:f i•_ .ztz. ..,' I,, 1„.;. 4.1,.I•. •„rt,..,.�.�,,.:. 4'..,.ti+y.:,...��a .�.:at�,„,, 0 :�J:l ! �:#� �� r.1-�W!-'•_•• iX •. :_��' •�_Lti i � �' �•:• tz�- 'F' SECTION BY GATE DETAILS SEE STRUCTURAL DRAWINGS :i. r i�tr.+a i`.t!*,i � •ai,:T�!�rai a.T%ai:tis�--: Ti� 0 MANUFACTURER T r m co 0 V a) 2 m cn C SECTION A I SECTION B SCALE:1/4” = 1,-0" 110-M-001 SCALE:I/4" im 1'-0" 110-M-001 z I I 0 0 'o a E ro 0 v a) 'o a N 0 0 u) 0 PROrst, T 0. u) c:.,. , • .* 'u. ii • F 111V),_0: . c Dy FOR PERMIT APPLICATION Y13, F1 N K P\ to EXPIRES: 6-30-05 N. o SCALE WARNING SUBMITTED BY •.�� MECHANICAL SHEET: OF LO 0 ' 1 DESIGNED A. CARNEIRO r Q ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY INFLUENT SPLITTER BOX DWG: 110-M-002 Z I/4" = 1'-0" IF THIS BAR DOES DRAWN C. KITTS IN ASSOCIATION WITH: C1eanWater Services PHASE 4 EXPANSION SECTIONS DATE: $date$ o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 9r_Orr _:_-_ I-- c I r�r-510 co 2 SPD (16) 1 SEE STRUCTURAL FOR : SUMP PUMP TO DRAIN - ROOF SYSTEM AND o INTO HEADWORKS BUILDING. I I ACCESS HATCHES _ - - _ N SEE DRAWING 230-M-001 - : - : - w EL. 173.0 J-�,T I �, �! N MI 1111111L 4 rr NPW (11) Mnig aN iti I I CONNECT TO I I 4" V 15 777-A- 1 U 7/' 41 0 6 NPW SUPPLY �? ( } o CL EL. 174.0 . b I ( 4" PIPE TO VENT INTO M-104 a 54"X48" I I HEADWORKS BUILDING. ECC RED j j SEE DRAWING 230-M-001 VALVE STEM YOKES '..-7.-'-----------EL. 174.0 (TYP OF 2) 4" NPW (11) 4" V (15)" " 12" STAINLESS STEEL SCH 10 METER VAULT VENT. I SEE PLAN FOR LOCATION J I I 42"X36" - _ _ (TYPICAL) (I2OFVOIOI) ECC RED 2" SPD (16) 8r Orr 9' Orr 4r Orr 0. v 4" NPW (11) _ 48" FM (26) M-139 7 c.y ' 4" GATE VALVE �/Z (TYP OF 2) Orliro) 36"'S ig=immiti OF METERS EL 169.00 36 FM (26) (120P0101) 00 I �L El20FV0102 i M I I / .•/ SUMP PUMP t KNIFE GATE VALVE �. ` FOR 3'x3' SUMP a a a Fl. TYP F 2 u —,. "iv 9 .: 0 0_,..v/ V I BOTTOM OF VAULT EL 164.5 ," L . ' ''� r `'.• a \ . . 1 —g:=2""+"14C;2— . _a...7—, '''' '.".:11. ' 4" V (15) , 7 , N V FLANGE COUPLING ___ - — ''• � 4" VENT OF PIPE yPLUG VALVE ADAPTER W/ a '-. ( ) HARNESS BOLTS (TYP OF 2) PIPE SUPPORT (TYP OF 2) M 1 ijimmlj J M-316 r' M-109 _- — — ( 120FE0102 ) (TYPICAL OF 6) ' - ------ MAGNETIC SIM. EXCEPT FOR SIMPLEX I 4 " METER SUMP PUMP AND CONTROL 12OFE0101 ) -.-� -- j PANEL TO BE MOUNTED MAGNETIC \c( a ' REMOTE (SEE NOTES) LOOKING NORTH A METER I I ( ® '- PIPE SUPPORT SCALE: /" = 1-0" ` LADDER WITH A ,� (TYPICAL) HATCH ABOVE j i (120FV0101 TYP OF 2 A ( ) Ai' ---t ) 41'1 I 12" STAINLESS STEEL SCH 10 111 a METER VAULT VENT. a (TYP OF 2) - _Q I 1 � — -� 1 VALVE YOKE AND VENT I I COLLAR iiii - METHOD A 48" o I M-111 S-532 � � , , 48 FM (26) j j TYPICAL ALL re-�PIPE WALL , BOLT PIPE COLLAR _PENETRATIONS -� • TO FRP COVER T. r,.. AT THIS STRUCTURE SAFETY CAGE (TYP OF 2) FINISHED GRADE APPROX. EL 181.00' "— — b I 346" SS PLATE M ' : I 36" FM (26) o M-111 METHOD 'A' ACCESS LADDER 4" V (15) SECTION A-A I r I TYPICAL (TYP OF 2) VENT PIPE INTO I I T HEADWORKS BUILDING s - I ..._ (TYPICAL)„ SS BOLTS c I (TYP OF 2) 0 0 M-109 0 `t 54"X48" 48” FM (26) •■ ' C■I I - I ECC RED N TYP OF 6 FLOW S „ a i , I --- METER ° 4 NPW (11) VALVE YOKE AND VENT -6 I _ _ . sc LOCATION FOR COLLAR VA, S.' ...../C..) ••...)0 I T : FMCL EL 168.75 -- - -- - -- - - - - - -- - -�'"- - - - - - - - - t - i t - t �. - -..- - --- - -- __-( D- - - - - - - -- - -- -- -- - - I ...+ 4,LL killi .....JA 4 N ' 1111 11 i i • .. • .. E I 42"X36" FM CL EL 169.0 v v 346" SS PLATE al E 54 X48 ECC RED N r7 1 o ECC RED 1 �► 3'X3' DETAIL ' ' S4"X48" —Co i —_ _ =� SUMP i ECC RED • ' 40 MIN NTS 2 NOTES: I - 42" FM (26) ' 54" FM (26) j B j I— 1. FOR FINISH GRADE AND SURFACE TREATMENTS SEE CIVIL DRAWINGS. I •ED PROF cl. LOOKING WEST B 12'-0" �� 11#:P Pt �,,, 12 0 MIN FROM ��� 2. SUMP PUMP CONTROL PANEL TO BE _ - MAG METERT TO �., ,MOUNTED ON EXTERIOR WALL OF SCALE: 1/4 1 -0 "74 c ' ' REDUCER HEADWOERKS AT SOUTHWEST CORNER. ., "14� 3. THE TWO FLOW INDICATOR TRANSMITTERS FLOOR PLAN FOR THE METERS 120FE0101 AND 120FE0102 FOR PERMIT APPLICATION TO BE MOUNTED NEXT TO THE SUMP PUMP SCALE: I/q" - 1'-0" V PAN KP\ CONTROL PANEL. ti EXPIRES: 6-30-05 M SCALE WARNING SUBMITTED BY MECHANICAL u? 0 1,� 1 ::::ED A. CARNEIRO ~�� SHEET: OF ° " = 1'-O" I . i (PROJECT MANAGER'S NAME) LICENSE NO. DATE �� DURHAM FACILITY FORCE MAIN METER VAULT DWG: 120-M-001 Z �4 IF THIS BAR DOES IN ASSOCIATION WITH: �, C. KITTS CleanWater Services PLAN AND SECTIONS � _ NOT MEASURE 7 SQUIER ASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DATE: $date$ THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 • POWER EXTENSION = a _ FROM INFLUENT PUMP - STATION Vzi" FRP FULL COUPLING. _ - _ - _ IN BLIND FLANGE ai 0 0 N to 6" FLGOPENINGW/ 30" DIAFADUCT w / B FRP BLIND FLANGE - _ -_ - 0 0 N , - , n 6 7 .._..... %" 316 SST PIPING _I_ co 0 WYE STRAINER W/ 30 o r MESH SST SCREEN a - ► DIRECTION iEn '^ � OF AI RFLO 30" FAc `�\ :\ ' \\\ X"-V300 - . / NPW c \. /' �' •` -- HUMIDIFICATION NOZZLE. = 30" FA(32) \\ �:' \`0 `` \ \ -�` ,^ `\\\ \\\ / �; 6 PD (32) MOUNT AT DUCT CENTER. / \` \ \ ` \ - POINT W/ DISCHARGE ' � NOTE: �\ \\ /',,�\ \\\ \\\ PERFE' D INSIDE PARALLEL TO DIRECTION,.c\ S__ //\\\\\\\ \ \\ TO BE INSTALLED IN INFLUENT PUMP STATION. OF FLOW. ' ` ` \ ` \ BIOFILTER SUPPLIER SHALL DETERMINE LOCATION. SECTION B / 1/\I:' ' , 1'i',,>::` \ , / \\\ \`\ ,, `\` ' PLAN , 4 ,,,4" NPW (11) _ \;' // �� >, 6" FA(32) / . \/I HUMIDIFICATION NOZZLE ASSEMBLY DETAIL TYP r' / / ` \ , / , NTS Q / •`\` ` \ •\` / / , \\ , \ \ \\\ / ,- ,, <•\ \ \ , \ // ^\ \ / , \ \ \ \ / \ Q \ \ \ / \\\\ \\\ \\ _ \ \ \ \ , \• \\ \ > p \\\\ \\ \\\ > ,A\` • `\• \\• \• , �\ \ • \ .... , / / ' \\\ ,•„, \•\ >\,/ # \\ /' /' /'`\• \ ``,\ \`\ • ,`\ � `` ;/' 6" P:� fr,• Q \\,. .. \: S-7 4dirr44010Prw' , ,c•, , •,, , ,/,..,,,_______./ 1/4.mailk/,. /1, \ \\,\ \\\\\•, ,/\/,: ///' '' NIWIle-WIPah*v\\\\ />/\�,/ ' i\r"- • _ irepp.--„ ‘ iiiii ...,•;00„ , 4I”' MANHOLE WALL r midi 00 _ilk ..„ -. 100,40v4 .,. _ 114100 -i0.0.0." 7 INV. EL. 148.0 NOTES: EL. 146.0 6" DISTRIBUTION LATERALS 6" PD (32) 6" PD (32) INV. EL. 144.5 PERFERATED (TYP) 1. DESIGN OF ALL BIOFILTER SYSTEM FEATURES c S\ SHALL BE THE RESPONSIBILITY OF THE BIOFILTER - SYSTEM SUPPLIER AS SPECIFIED IN SECTION 13222. BLIND FLANGE a5 en , PLAN 2, BIOFILTER ARRANGEMENT SHOWN IS FOR REFERENCE ONLY. SCALE: �i " = 1`-0" BIOFILTER SUPPLIER WILL PROVIDE FINAL DESIGN FOR APPROVAL PER SECTION 013222. J U 3. SEE DRAWINGS 000-C-042 AND 000-C-044 FOR UTILITIES EXTENDED TO THE BIOFILTER SITE. o INV. EL. 144.5 o) 7 4. DUCT AND PIPE PENETRATIONS THROUGH LINER SHALL BE 6 X 6 X 6 TEE , E; 9 ACCOMPLISHED BY SANDWITCHING LINER BETWEEN ' o FLANGE SETS. ALL HARDWARE TO BE STAINLESS STEEL. o _ o COVER MATERIAL l\F-2 Z v ACTIVATED SOIL MEDIA '- " o TYP 4 SUB BASE TYP. EL. 154.0 ELEVATION -c (TYP) k 41, .;rOi- * _•o,,, c� «7.�•'• ���� fit ►.-...,af iii..,,♦.r,•-►::�,_ bob,,.y V. DETAIL Z N i:�•?� 1 :.:,:)?, 1 ..�.;� NTS o , „ 6" PD (32) 1 -0 E co - PERFERATED INSIDE GEOMEMBRANE LINER E BIOFILTER EL. 150.0 .J T-,�► ..� •7♦•.,'!;•I.2�.,'!�I.�1f-i .i•�Ii i•!i�,i•i ir`�i �-r s-,►!_.i.4'��i�'•I:F-"j�,�•Li���-�'•�•4`�.•'i' •�•�.•�' r•�. © .•; •;'•II.'�•i•;•II�' i*7.)I.' i 7•�t-• •1:%:t: •;r-7�.' .;' 'f�_�yr .- •'.�. • ..• : ••• •' •• h-+ L- ••� *••i,•♦'•••, k:n lis*RI ; iii r •• :.m.,..‘.45:. • t.�..�. kINV. EL. 147.0 {:- ; fL_t.;;. ..,;r. ��tr t. �Y♦ �7:, -!i *. + 4,: :411111111111111111111111111111111111111111111111111111111111111 milmw._■■0110. 6" DISTRIBUTION TRIBUTION L ATERALS •9 •• W �/ SLOTS TYP.7 Vii ♦ i ► . ; .nA. A �%.�; -61 • • • lI + lYmo {I * l 0. . :•^•I:•� i. wrt ♦' i i ii � . I • - I411". . a• I . i ..i .A _� I N O.o SLOPE �,,, ,,�, SLOPE = BOTTOM OF LINER u 30" FA(32) SECTION A LOW POINT EL. 146.0 DISTRIBUTION PLENUM FOR PERMIT APPLICATION ( ) ZONE MATERIAL SCALE: 1/4"=V-0" _ ' ' APPROX. EXISTING GRADE LO o SCALE WARNING SUBMITTED BY ci) 0 14 1 DESIGNED B TEFL �� MECHANICAL SHEET: OF o ( (PROJECT MANAGER'S NAME) LICENSE NO. DATE DURHAM FACILITY INFLUENT PUMP STATION DWG: 130-M-001 Z AS SHOWN IF THIS BAR DOES � 1" DRAWN C KITTS IN ASSOCIATION WITH: C1eanWater Services ODOR CONTROL SYSTEM o NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL our commitment is clear. PHASE 4 EXPANSION DATE: $date$ THEN DRAWING IS B TEEL SOIL BED BIOFILTER REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 ---------- 1... ,Iar...r.i.., ...; _4.„77 0 0 FOR CONTINUATION cicp 'P' 4'-O" 91-0" 9'-0" SEE CIVIL DWGS NOTES: , _,, , _ ._ _ - - - _ - — o ....-.... .... Lu INV. EL. 161.0 TYPICAL 1. SEE SECTION 01313-Fdri CONSTRUCTION AND SCHEDULE Q 40 OF ALL 48" DIA. PIPES CONSTRAINTS ASSOCIATED WITH THE HEADWORKS EFFLUENT c.:1 'V 1:Y-I c., AND RD UPCHTAUSREED, DEMOLITION P I CONNECTIONS 0 N N E CO TF I OT THE TE Ox I SPRIMARY T I NG PRIMARY CLARIFIERS F INFLUENT I E RS "")7 A FLOW SPLITTER STRUCTURE. co I ti 2. CONTRACTOR SHALL INSTALL A TEMPORARY BULKHEAD Q.. „ — I — IN THIS LOCATION TO ACCOMMODATE DEMOLITION OF A II -6- i a 0 PORTION OF THE EXISTING EXTERIOR WALL OF THE HEADWORKS. c., c\1 i ...- CO ! N w 1-- N WALL DEMOLITION IS REQUIRED DURING CONNECTION OF THE 0 0 lli u.i HEADWORKS EFFLUENT STRUCTURE TO THE HEADWORKS P CI- i 0 (2. I a? 0- STRUCTURE. SAWCUT AND REMOVE A PORTION OF EXISTING Ci.. i b ...1 SIMILAR, EXCEPT W/ 0 . 1 0 ' 1 CONCRETE SLAB AS REQUIRED TO INSTALL AND TO REMOVE 0 = Zr) MECHANICAL JOINT H I F., 1--. 00 1._ I t.,0 THE BULKHEAD. THE WETTED SIDE OF THE WALL CANNOT BE _c Ns- i `St CL li 4 — I ........... DEWATERED. THE BULKHEAD MUST BE INSTALLED IN THE WET. SEE 0 (TYPICAL) , u) STRUCTURAL DRAWINGS FOR SLAB RESTORATION REQUIREMENTS. E I NEW HEADWORKS EFFLUENT STRUCTURE EXISTING HEADWORKS 3. ALL CHAMBERS OF THE HEADWORKS EFFLUENT STRUCTURE 'di ARE TO BE COVERED WITH ALUMINUM CHECKERED PLATE. co ,. Thi__ 1 6_ 1_____ 1- SEE STRUCTURAL DRAWINGS FOR ALUMINUM FRAMEWORK = Ell FRESH AIR INLETS I AND COVER DETAILS. (TYPICAL OF 12, 1...-.J 2 PER PC FEED 4 IL 4. FOR FUTURE GATES 220G0105 AND 220G0106, INSTALL STAINLESS BOX) to 1-.1.. I STEEL ANCHOR BOLTS AS REQUIRED FOR GATES 220G0101 THROUGH 220G0104. FABRICATE le THICK STAINLESS STEEL PLATE DRILLED TO WEIR TROUGH INSERT 4.. . . ALUMINUM CHECKER 0 MATCH ANCHOR BOLT PATTERN. STIFFEN PLATE WITH FOUR HORIZONTAL 4X4X VSTAINLESS STEEL ANGLES WELDED TO PLATE WITH I/4" FILLET (TYPICAL FOR PC No.1 IIIIIIMIN11111111111111111111111111•1111.1.11 PLATE COVER OVER -J --I u_ WELDS ALL AROUND. INSTALL 14" NEOPRENE GASKET BETWEEN PLATE __I AND CONCRETE. AND PC No.2) lit ---_°\ili ENTIRE H.E.S STRUCTURE LI._j (/)ILI –i DJ <z (f) 2 z EXIsTING GATES ANID i 11111111. Luz w< ACT1JATORS TO REMAIN 5. FOR FUTURE GATE 220G0107, INSTALL EMBEDED CAST IRON THIMBLE iti!,.....„■!!..mmoommit___, STOP LOG GUIDES FOR o< Oi (TYP) FOR SLUICE GATE. INSTALL CAST IRON BLIND FLANGE OR MECHANICAL FLOW DISTRIBUTION TROUGHS 704 :/:/,;//,;/; 1\/;,/,, • , ', • ■ FUTURE ISOLATION X= Luc) z 0 JOINT PLUG ON INSIDE FACE OF WALL THIMBLE. SEE DWG 220-S-004 FOR DETAILS , ,,, ,,,,,\, , , I W/ REMOVABLE (TYPICAL) ,\, 1 , ,,,,\,,,\, t , i 1 , , PLATE ABOVE ' , At At; : 6. FOR FINISH GRADE AND SURFACE TREATMENTS SEE CIVIL DRAWINGS. i .. , , 1 1 f I 1 i I I SEE NOTE 3 FOR 1 A II : , 1 , \Hid 1 rTti---ji ‘ k 1 k 1 1 , , , , , . , _ , 7. PAR.IORERLT0OcCATOENS6TuRTUFLITTly0Nw: COVER DETAILS , • \ SEE NOTE 2 ; ATER PIPE AS SHOWN ON CIVIL DRAWING. PROVIDE 1,, " THK NEOPRENE , i II I rt'is— SEE NOTE 3 FOR , 1 i 111 _.r• . FLAP FOR SLIDE GATE OPENINGS. 9 i_ COVER DETAILS B. LOCATE AND CAP ALL LANDSCAPE IRRIGATION LINES. ■ I , ,'',. 4,,,', ,,,,.,,,,,.„, ATTACH FLAP TO 2" WIDE BY - -1-. 1 fr ' ‘ I._ 1 ' , . , . .4 ,, ---,4' ! ,,,/ ,-- . ,, C. LOCATE AND DECOMMISSION BURIED ELECTRICAL CONDUIT/ WIRES 1/4 THICK SS BAR AND BOLT ,, I :/;,W rA: ,,,,,,,,, 1 • I 1 t „ , „ , , ---- f ' , , : , z _, -;- DOWN TO ALUMINUM DECK Ill[;0',\\ /\\,,,,, \l,,\,\,,x,i (,/*//,\\ I I • , ; , 1 • , , , ,, : , , , , ,,, •„.,,,„,., , . I., E - 11-r' — — ,44 _._L . .._,.._.._,,,_.,. P , , ,,_,.„,,,,_, SERVING ROADSIDE LIGHT POLES IN VICINITY OF THE HEADWORKS PLATE (TYPICAL ALL NEW ic' ,,. <\., p--- 1 . . , , ,. , , ,.. ,, t' ?,: ,, .:i ,ri 0 4 , EFFLUENT STRUCTURE. (RESTORE AFTER CONSTRUCTION) GATES) I . ' ' , i , 1 ' 1E1 1 , nallEILIMEgar ni allIllIlrIAIMIElra "nnibb. , , -....-4. 4,-,imErr_ r=-7-4gErliaR9V.V ki,(7\/ 1 ://,,,/,y\' '/\///`/`/X\'' 1 ■• , 1 Nir : 1 / / , . /: :.-(?20G0102)- 220G0103 • { (220G0101) r ' 1 D N/1_19 SECTION OF EXISTING\ ' I\ 4 4 EXISTING 3” LOW PRESSORE ±..._ 1 ' i A CHITECTURAL PARAPET , AIR PIPING AND THREE VERTICAL , W LL1111-6" LONG. GRIND I A I At L 12" FA(18) I%) re? b SEE NOTE 4 ' i • , • , • S 0QTH. 41:141kk 4 I.W , DIFFUSERS EXTENDING T,0 ! BOTTOM OF CHANNEL. REMOVE AND TURN OVER TO OWNER. 220-M-002 Q EL. 182.5 I"' or • 5I-0" ,-- i ; 1 11 ,_ gr 4.:‘,,.:,:ij .,kl,, .,.i.,;„ .,,,,,.. ,!. .,, ____ ,, __.• _,, , _1,1S_T_A_L.._L, P_E_R_M_A._NENTCAri?A1 t.......-...-1 10" IN : (TYP.) (FUTURE) : (FUTURE) (FUTURE) , ... , ., ., LOCATION SHOWN. . . 1 1 M-104 • - (220G0104) , (220G0105) : , (220G0106) (220G0107) SEE NOTE 5 .,, , .-- --\\:, 1 „ 1%, , . \X\ . , ,, _. ,.. , , _.... .„,.,.,.,,i ''':,.:,:-,,J . ..,'.• ,. . 8" DIA. HOLE IN ,,...,:, CHECKERED DECK PLATE C> (TYPICAL) •,‘ ::1211111111111MIM was ——— \V\71\0\r, • — 4 ......• 4,1.`e-N-.. ■ I AI I sum lift. ki■/,■/, ,\/`W,,•// Aar- \\\\\\ i : .: PERMANENT CAP ,,, , p- ., .,„/„.,, - ,,,.. 1 t,-\;,,,'-',.': 7-1 molt.a......... .._2. , 1 • 111 ' , • • ____ imi .'.„M11111111111$11P17'..- 6" DIA. HOLE IN 1,. " -111111111111 b .,---- ; N,„, „ ,,,,,,,,,,t,,\ \$,,,,,/,,,/,4-10, i \,s4\, /,'', 1 , ,, , , :. . , ,, , :, ALUMINUM PLATE ,..—. t \,\•\,1,,, .. , .. . ,,,,, , , ,: , ,,, , V NIIINIINIIIIIIIINIIIIIIIIIIIIIIIF 48" HWE (26) 1 % ' .,/././\/./s --.- - -x- - -- -- - - - -x-- & :„..,,,, .. , , 1 ...\\ , -i•Nt, 411.ti,,,, ,i1':.i': i,.; (.::,,,,:"..:.,,-,,:,,. ,;-:.,.:.,i',.: ,1). pFOLEUNLNAulRm ,, :ii - • -,---4, , ; V:: , - •,•,,,..., 1 1 1 t I 'N.,N, S R # 'IN ,.! . TO PC 4 i_ ' I ' 1 [-_-_1,17- /7"-il - , -- ‘ 1 t ___,_ 1 ' _ , — /.---/,1 , cli , i ,k,,, L_ _ % - - -- - - - -- - - - — IIII-1 -th\r-1 1 , I 1 ■ it ' b . . 1 . ___ 63 PI \ t L . fp vdt II';' i---.:1.2z.-,:.-2,-..,:..`,-.:"Ii: . , i 1: , ,,, ,,, , . '_ , , , ,, . ., , __ . , ,.. ,.„,-:_—_—.- -----.-.-.-.---- .- ,., „, - EXISTING 30" DIA. FA TO „ (il C ' - - -- r : \/` I • elk 12" FA(18) __ .!_,k,-,„,, EXISTING ODOR CONTROL ". " [psi 1 1 1 i i I 1 :,:/::/:/ .1 I /„. k i5; g EL. 178.5 SYSTEM c ...... I, /X 43 CORE DRILL 7 X." DIA. HDPE PLUG 0,) iltraWIAMPARIFEMikIliffSEMEMINIERMIIIVir-watanionnomV4 -D. H . r, I /eiz,, THICKNESS TO MATCH It 7 111111111111111111111111=11111111 r Ilia 77 1111111111111111 O- 0 ' ALUMINUM CHECKERED 2 SIMILAR TO DETAIL PLATE THICKNESS 0 IR L.Cc: M-1'11 (NI M-111, METHOD A c., (f) , ___L Apir.... 31_0" ... c CHECKERED a DECK PLATE CD SCUM REMOVAL (TYP) 210FSL010:D 2 6 ACCESS HATCHES FLOW SENSOR MIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIEIPIIPAVAIAIVIIVAIAIFAIPIIIAWMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - FOR VACTOR TRUCKS 6-0" um. mi. 2 (TYPICAL) .., -t) ca (TYP) a) ; 1 48" HWE (26) 48" HWE (26) 48" HWE (26) ..v 6" DIA. HOLE IN le ,0 4 N TO PC 5 TO PC 6 FROM WET WEATHER THICK ALUMINUM PLATE , z (/) (FUTURE) (FUTURE) SCREENING FACILITY (FUTURE) , 0 NOTE: DRILL 30 4" DIA. HOLES IN HDPE PLUG 10" FLANGE AS DIRECTED BY ENGINEER IN FIELD. 12" FA(18) BUTTERFLY 10EF010D BLIND FLANGE E FLANGE DAMPER AXIAL INLINE FAN (TYP) , 0 FOR ODOR CONTROL DETAIL - I.Y-L-4` I 2 I 1/6" NEOPRENE GASKET I° SCALE: NTS w 17. CHECKERED PLATE FOR PERMIT APPLICATION 1.--....,—.1 a. (-NI CUT 12" DIA. HOLE CD AND DRILL TO SUIT B I- , DUCT FLANGE 0 PROPc 0. I\ S 220-M-002 orxe e) = c... 9 .. # , La 4-44 4 -7 6 tZ - 74 0 it DETAIL I 1 SCALE: NTS *Li—L.1 4*"`IN K PA LO EXPIRES: 6-30-05 r-.. in o SCALE WARNING SUBMITTED BY ci) SHEET OF to 0 ': 1 DESIGNED A. CARNEIRO MECHANICAL , d 1 ■ I (PROJECT MANAGER'S NAME) LICENSE NO. DATE IFID M VV '-'s* DURHAM FACILITY DWG: 220-M-001 z 1/4" = 1'-0" IF THIS BAR DOES DRAWN C. KITTS H IN ASSOCIATION WITH: HEADWORKS EFFLUENT STRUCTURE ... CleanWater Services PHASE 4 EXPANSION o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: $date$ --) THEN DRAWING IS Our commitment is clear. PLAN / REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: M-215 M-223 0 a o _ NEW HEADWORKS _ - EFFLUENT STRUCTURE EXISTING HEADWORKS °o MOTOR OPERATOR TYPICAL -4 ►►- N FOR SLIDE GATES - o (TYPICAL) _ - = - 1 N N SLIDE GATE FRAME `�'� - '" TOP OF PARAPET ['rink', �,.+ : WALL EL. 183.5 SHOW SCHEMATICALLY ��, `'fir', , - ;;,' . co ONLY (TYPICAL} - ;+�, ;Y.:'._ o -" F o EXISTING HEADWORKS STRUCTURE °" 60" WIDE BY 72" TOP OF STRUCTURE HIGH WEIR SLIDE ATE EL. 1 80 0 G S G ' (TYPICAL) --- - .1 --- --- - --- --- - --- ■d r r r , }r . ' Y WATER SURFACE 240 MGD ■1 • ■ p I I @ I APPROX. r _.______. t EL 174.0 s_ L p 11 Ell■ i ( •11 ■ IN ■1 ■ IN z i i { E In A A NI 1 -- STOP LOG _.__.__ __a_ { ; 1 1 ��mi: �� 1 SLOTS ._ i , IEEE 1 „ z , s fin 111 ■ 1 f. a= 1E= ,'' , ; r; . i lt It 1 t ,■I= i1 OM i■ ii11 u I 1 I t 1 r i r r r i ! 48" HWE 26 _ ` ' ° ! rte; { ~'�._ /4 t ,, ,.. 'i ��i s - j� - is t , .4 f ; TO PC 4 (22060107) (220G01066) (220G0105) j • p p ' r r • j i , i ; '* / j C,n is I �� / ■� ,, \� L,4. -1.r...r' +, l+`... ¢ i' ;� ! �• [ •-„, 1 I -ff i _ / 54 f t _',- ti : i N Cr , € irr -_ - _ - _ ____ _ - _ - - - - - I 1 I 1 I , i t . Y ( 1 \ \ • sti t> j w \ 'A \` // A.'A A.r��� _.■, . , 4 'Q r.. _i LC ,._ ✓.i !i , rL REFER TO CIVIL DRAWINGS •, �, A r 4. r I' IT FOR DISTANCE TO PC 2 TO PC 3 TO PC 1 ' ' T 0 ' REFLECTED VIEW OF (22000103)• 48" GATE AND PIPE 220G0105 ° FROM FUTURE WET 60" WIDE BY 72" HIGH - � � � � WEATHER FACILITY. � WEIR SLIDE GATE + ' ° ' ° W/ MOTOR OPERATOR ° o ., A a 4 , . o o ACTUALLY LOCATED ON , ' A ' • A ' A ' __..: ' WEST WALL. SEE PLAN y GATE SUPPORT FRAME NOT VIEW FOR LOCATION I SHOWN, TYPICAL) GATE SHOWN IS A '.,,., it I�r,,,,,, FUTURE GATE. SEE NOTES ° • ,:.�-II 111 ON DRAWING 220-M-001. SECTION I A ..' . -11C 41C 41E 41E 41C it.11C 411C 4IE 411C 4IC 41C 4Z 41iC 4IC illiC 411C 41E 4C 4C 4i 4IC 41C 41C 4C 4G 4111C at 41C 41C 4E 41C 4IC 4it 4E 41C 411E 4t C. 11C 411Cie 41C.41E 411C iliC 4IE 4C 411C 41E 4IC 4it 4C 4C.�4IC. 4C.z4111C 4,41 al SCALE: 1/4" = 1'-0" 220-M-00� °r'r .L 1 - ■l., ' 0 1 1 1"r.. I i FLOW DISTRIBUTION WEIR i TROUGH (TYPICAL) o r I SEE DWG 220-S-004 r FOR DETAILS I a , i • .I WS @240 MGD I EXISTING GRADE APPROX. EL 175.0 ,, i,m ° I E L 174.0 ; , ' ,,,, o I SET TOP OF WEIR ' ' b. ! TO EL 172.70 — — I , r SLIDE MIN OPEN) ,GATE SIMILAR EXCEPT I ( I ' W/ MECHANICAL JOINT otrom "I EL 168.70 `I :/// (TYPICAL) M-112 ° I I I I , 1 ' o ° ' °'I I 48" HWE (26) ° ' I SLIDE GATE a.a TO PC 5 , (CLOSED) o a) (FUTURE) n — -_ 1,\ r o 0 w TO PC 3 3 - ° 48" HWE (26) CtS PIPE INV. EL. 161.0 ....,�`■ z ° o 0 N (TYPICAL) �''� [.. � �- p o BLIND FLANGE FOR ' FUTURE CONNECTION ° ° E as , . , ..c A I TOP OF SLAB EL 155.0 i° . to ° r, •pp 0 A A. A. 4 p p .� N./•.tomt .. . co •y 44'—I.1 —I• ({•-I '♦(`I!'.1 ,-!!I ..r RAJ ,� C'�.� I N 8`15e w 4 7- • I • r,. Li SECTION I B **,44.41 SCALE: 1/4" = 1'-0" 220-M-001 FOR PERMIT APPLICATION �' Fq A/ K P\ I EXPIRES: 6-30-05 o SCALE WARNING SUBMITTED BY 'LO 0 14 1 DESIGNED A. CARNEIRO �� MECHANICAL SHEET: OF z 1/4" = 1'-0" (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN WITH: C1eanWat�� DURHAM FACILITY HEADWORKS EFFLUENT STRUCTURE DWG: 220-M-002 � IF THIS BAR DOES DRAWN C. KITTS e r Services o NOT MEASURE 1 SQUIERASSOCIATES- ENSR INTERNATIONAL oar commitment is clear, PHASE 4 EXPANSION DATE: $date$ THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC SECTIONS REV DATE B Y DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: • .......mr Amm.............mv _ %-- % . % % 1—% 1 \ \ _ - \ \ d 23041-002 .4- 0 , --- 0 cl AIL I 0 w a c:i \ 65' ScREEN 5.0' S6REEN 50' S }REEN 6.5' SPREEN NOTES:-- c., 7.11' CHANNEL NO. 1 CHANNEL NO. 2 CHANNEL NO. 3 CHANNEL NO. 4 I I I I 1. SEE SECTION 01313 FOR CONSTRUCTION AND SCHEDULE iii co I I Li I 1 CONSTRAINTS ASSOCIATED WITH THE FOLLOWING: C3 [••••••■•••■•■M■■■•■•■•■■■■•••••■M■■■••••■•■••••••••■••M■■•••■■■•■1 t5 \ ilM ( S G-3 1 1 ) ( SG 312 ) ( SG-313 ) ( SG-314 ) AND PIPE CONNECTIONS OFTEOX INFLUENT I s T I EXISTING GATUPWELL E s L-303 WITH O.1 AND E WN 0.2 GATE 210G0103. THIS WORK REQUIRES PLACEMENT OF (I) i TEMPORARY BULKHEAD IN UPWELL NO.1 AROUND THE P I LOCATION WHERE NEW GATE 210G0103 IS TO BE INSTALLED I TO ALLOW THE EXISTING GATE TO BE REMOVED AND A Zrs PORTION OF THE CONCRETE WALL DEMOLISHED FROM = Q. — — -1- — III- - - 0 INSIDE INFLUENT UPWELL NO.2. (,) I C. SL-303 ) ..c. INFLUENT UPWELL NO. dl 1 1 ,,, ,./ 0.= I 11 EXISTING GATE SEE NOTE 2 INFLUENT UPWELL NO. 2 B. MAINTAIN THE EXISTING FORCE MAINS AND ISOLATION GATES SL-301 AND SL-302 IN SERVICE UNTIL AFTER START `cp: _ _ ____ _ __T _ _ 0 ___ ci) UP OF NEW SYSTEMS. EXISTING GATES SL-301 AND SL-302 ARE TO BE DEMOLISHED AND THE FORCE MAINS ARE TO BE 4" SD (17) 210G0103) PLUGGED AFTER COMMISSIONING OF THE NEW INFLUENT FROM CONCRETE PUMPING STATION AND FORCE MAINS. SUMP 1 I NEW UPWELL DEVIDER ti) SLIDE GATE 181.00±. 181.80 C SI- ..--.." -DI — — — a■■1 - — SL-302 2. EXISTING GATE SL-303 IS A 4-FOOT WIDE BY 3-FOOT HIGH SLUICE GATE WITH EMBEDED WALL THIMBLE AND ELECTRIC EXISTING GATE EXISTING GATE ACTUATOR. THE GATE AND WALL THIMBLE ARE TO BE SEE NOTE 1 SEE NOTE 1 0 0 co cx DEMOLISHED. SALVAGE THE ELECTRIC ACTUATOR AND TURN OVER TO OWNER. NEW GATE 210 G 0103 IS TO HAVE A riaravargarimaril — MNISIVAI 4.411r API ir 1 64 0 0 •Ma., 415111017' ArArAmerif rzg 4-FOOT WIDE BY 6-FOOT HIGH OPENING WITH NEW EMBEDED AllirdIAZWAIIIIr 041 I SEE NOTE 4 FOR • PIPE PENETRATION " co< WALL THIMBLE AND NEW ELECTRIC ACTUATOR. SEE STRUCTURAL I • (TYP OF 2) I i . , , X 1-1-1 Lil I DRAWINGS FOR ADDITIONAL INFORMATION. i / 3. AFTER COMMISSIONING OF THE NEW INFLUENT PUMP 0 4" PLUG VALVE 7-ip. 181.80 W\ 0 C.) STATION AND NEW FORCE MAINS, THE EXISTING 42-INCH EXISTING SAMPLE 4'0 (TYPICAL) ,e-s. STORAGE ENCLOSURE N onTavaRoTm° 1. .,.. c.:,.. . 4 Ix '64"INSCSR(2E6A)SER 41:= “....„, 4EIVLIIIIIII="1•111:7 - —6-"—S:(2-6):4111=4-41:17%'421° SEPTAGE VENT PIPE I PIPE SUPPORT (TYPICAL) M-108 STEEL FORCE FIRST, 1 Di PLATE Ai PROVIDE SDSAEIZRAEE3DT4AONI NBDCE DRI LLED I UHL LGI CEGKDETTDLI TYPE NBE OT3WL0T4OTSLOTOATCIHNAELT STAINLESS EACH. AEANCCHHOPRIPBEO(TLTYSPIFCOARL OF I4S)TAINNGD GPALUTEGSTSHLE-3E0N1DANODF THE PIPES WITH A 2-FOOT LONG CAST-1N-PLACE CONCRETE PLUG. 4. CORE DRILL CONCRETE WALLS AND SLABS FOR SMALL EXISTING PLANT AND SEE ET 230-M-001 SECOND, THE TWO 42-INCH FORCE MAINS ARE TO BE INSTALL AT THIS LOCATION. wy FOR MORE DETAILS EXCAVATED IN THE YARD IN THE GRASS AREA ON THE WEST 181.70 PROVIDE ONE 120V, (TYP OF 2) SIDE OF 85TH AVENUE. REMOVE A 2-FOOT SECTION OF EACH SINGLE PHASE 20 AMP 2 PIPE, INSTALL FORMS 3-FOOT INSIDE THE OPEN ENDS OF CIRCUIT FROM ELECTRICAL u) ° (1—"\ ROOM IN HEADWORKS) ) ° t) X (/' \\\\\\\''''---- DIAMETER PIPING AND SEAL IN ACCORDANCE WITH DETAILS. Er) /f t 5. ALUMINUM QUICK CONNECT ADAPTER AND CAP WITH CAMLOCK FASTENERS. 11/2" NPW (24) \ SEPTAGE RECEIVING I 1V° STATION. PROVIDED BY MANUFACTURER 54" FM (26) 7 42" FM (26) = (1-'-'-----'-'-- CONCRETE SLAB 1..0 a. 0 44 —J 181.50 -,- 1,4 \,...../...) iii* ,.... cI I v III Cg= 6111 EXISTING 42" FM SEE NOTE 3 (TYP OF 2) 6\ (Z((/ li / 0, 0 ,........„mor ‹(\ ..., , . . 181.50 v. EDGE OF SEPTAGE E; RECEIVING ROAD IIII.pllM SEE NOTE 5 181.00 11 R 0 12" X 12" X 24" cn CNI CONCRETE SUMP 11110. SLOPE co .41 a. SLOPE W/ FRP GRATING a liv■ 41... ilL, . vipp 0 62 co .1 Nik 4" V (15) LL. cn .e — VENT PIPE CONTINUED ts . IN le HOSE BIBB FROM METER VAULT. 0 M904 -cy DRAWING 120-M-001 ca, k) 0 H/B - 2 tp —I (TYP OF 2) i 'Co (i) 0 2" SPD (16) z co CK HOSE .e, a SUMP PUMP DRAIN 6 M-825 CONTINUED FROM METER VAULT. DRAWING 120-M-001 E 4 WHEEL STOP a 6" X 6" X 8' LONG :c1 181.00 3IT 181.00 cL<-1 0 E. C5 ci) 181.50 0 PRO"se.1 GI /' ''''. C••• 0 I N 0/ w N. 0 • '4, 444 4 . ■ cz 7 * 02' r*-- ;(1.i • 4 -* *''' ,„ 181.50 lej FOR PERMIT APPLICATION 10* P4 ■44 Lc) I EXPIRES: 6-30-0 r... LO o SCALE WARNING SUBMITTED BY ci) MECHANICAL SHEET: 000 OF 000 Le) 0 % 1 DESIGNED A. CARNEIRO '6 I . I (PROJECT MANAGER'S NAME) LICENSE NO. DATE ( ) ) NI IN Fl IN ASSOCIATION WITH: DURHAM FACILITY HEADWORKS INFLUENT MODIFICATIONS DWG: 230—M-001 z 3/8" = 1I-0" IF THIS BAR DOES DRAWN C. KITTS CleanWater Services PHASE 4 EXPANSION AND SEPTAGE RECEIVING FACILITY ..o o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL DATE: $date$ DRAWING IS Our commitment is clear. PLAN REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: 4969 1. O :. - - - -4' 0 0 cl U NOTES: EXISTING ♦,, v u.1 HEADWORKS N 1. PLEASE REFER TO NOTES ON SHEET 230-M-001 4" VENT FOR SEPTAGE RECEIVING LINE iLi Cu 0 °- 4" SS (26) �%% EL 194.0' -J � a. 4" 4" PLUG VALVE ��/ SS (26) /// ° / REMOVE EXISTING SLIDE .c. O 4 GATE AND APPURTENANCES. V •U- SEE NOTES ON SHEET 230-M-001. 0 I #44 II,yy� 15'-0'° �,/ M-139 PIPE SUPPORTS i�,/ SCREENINGS ROOM so TOP OF CONCRETE Hi■„� �$p4 O EL. 181.5 0 0 EDGE OF ROAD 15'-0"AWAY FROM 01 / EL 183.50' HEADWORKS BUILDING A SL-314 _ ØØ EXISTING SLIDE GATE F.G. EL 181.0 . .. 12" X 12" X 24" ;� _ Q ,�Z,� * _ ���% EL. 181.5 CONCRETE SUMP a �%`� ��i% W/ FRP GRATING A lid �i��� ,7 040 04 ---- 1 le NPW (24) Os/ D _._--- � f��/ HIGH WS ���/ EL 179.00+1- Ps $ _—_-- D TOP OF GRATE S I 00 0 EL. 180.70 C 0 Of i ? 11,,,,,, ,,,,,,,, fru BOTTOM OF SUMP 4" SD (17) �, ��i!k ......, \\::Ai EL 17 8.70 PIPE SUPPORT ØØ EL. 177.0 M-108 (TYPICAL) j I NV. EL. 178.50 f �/� 0 00 ø 'C__ SCREEN CHANNEL EL 173.00' / NV. EL 174.0 _ SEE NOTE 4 ON NOTE 1 %ØØ DWG 230-M-001 1 449 P :010, Or Y 42" FM EEPLANF 10 00 - - — - —- — - CL. NEW FM _ _ _ 54" FM -—- _ _ _ 4 F (S - — - — - OR LOCATION) - - - -- -- - - - - -- - - - - - — / i�� �0�.4 EL 168.75 - — - - - - - - - - - - - - -- - - %, le; I.VA'E• 11 1 0 S0 0)o _ _ _ _ _ _ _ _ _ _ _ �� SL-303 2 54" RS (26) / r'�, O $ $ 0 ) / I / co �'�� DEMOLISH EXISTING SLUICE a. _ _ _ _ _ _ Vsop _ GATE EE NOTE 2 ONADRAW DRAWING -_- _Cl.,_O F_EX1T l NS 42_ .E� _ _.__ _ __ _ _ __._42" RS (26) I _ _ _- _ y _ _ _ _ EL 163.75 (TYPICAL) � w 230-M-001 AND STRUCTURAL 2 \ /0 / DRAWINGS. y(15 \'N,__ / \\--, 01 10 BOTTOM EL. 162.75 A co INFLUENT UPWELL = EXISTING 42" FM NO. 2 NO. 2 0 S) EXISTING 42" FM NO, 1 co SEE NOTE 3 ON DRAWING 230-M-001 0 6 E Cu a U 2 a. SECTION I A 0 SCALE:%" = it-0" 230-M-001 EL 154.00 t t 0 %_\) RQF . to ` Ix JjD L 4 7 i , r– FOR PERMIT APPLICATION **Al FAN KP\ h EXPIRES: 6-30-05 o LO SCALE WARNING SUBMITTED BY `,) 0 � 1 D: ED SIGN A. CARNEIRO � . MECHANICAL SHEET: 000 OF 000 i - "\ DURHAM FACILITY HEAD DWG: 230-M-002 . 3/8" = ,- (PROJECT MANAGER'S NAME) LICENSE NO. DATE IN ASSOCIATION WITH: ` WORKS INFLUENT MODIFICATIONS z 3/8 - 1 0 IF THIS BAR DOES DAWN C. KITTS C1eanWatServices o NOT MEASURE 1" SQUIERASSOCIATES- ENSR INTERNATIONAL Our commitment is clear. PHASE 4 EXPANSION AND SEPTAGE RECEIVING FACILITY DATE: $date$ THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC SECTION REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 - r� EXISTING 60" DIA.HWE ./Z----1/4... `d�' 1 -� A�,, '� , n' �r ai ,f� fr x ° 1� a. EXISTING 48" INFLUENT FROM HEADWORKS err_tr..r•r.aa.v•.•r_swa » . .'_._�1 . .... ._r,,•_.id. .• S� PC o.4 r T N EXISTING 54" HWE PIPE + • , EXr - 0 p g .� d�preg. r . °�. . CO ' FROM HEADWORKS 0.Q ! °'1''d'.IS_w•:: 4.^'..'° ..1 s ls..,�,°• ' ' hlraa. '' IM' s .A J.' ','4 � J Q d' d''p •,.,4.ti ,l i ", ' r F.:''2,Aa s�,tl f ,-pi >B cnr^•- .- ..,,n,3 !,,,. f': .F r f°rs`7 J.a"' "`'°-.. c 1---4 w,p e'l l d dR d 4.11. d,.: '4.,,r a d a y U •y r" rEt. 15151 75 C41 1,-.44,1 F �'' l�+k : 5 Tra° ? ` _ ' .�-. ., ,„z �.. 4 +' ,r �*',-v, .., ..."• +:.,Id *IIH-FL 's f csp L - _ 4.,a'� IS,,REMOVE PIPES TO A - (�y '°, ✓', "'. : _ : ,, 'i• 1l�'^^ :a F'! a a ., 1 ... ,r•� v� .,.-7-1-1.1 '.<IFil I/',1 r_ REMOVE FOOTINGS AS I<� (n 1 l 1 E �/,t .,� ...■_ 1, � .,_N MINIMUM OF 8 0 OR _ ��... ...�•• a -. ,. w_,� 1 y. . .. . � , a �...��.../�.� .,. �_,�..-..1 __ _ _ �.�.. REQUIRED. jr ' T O NEAREST PIPE JOINT -�- k r .._. r d Q 1 .,, (• PO'iii pro r- _ .'... r ", p, �aaL'° : �- ... , k r_ )r , e 7 i �('� •'iOS, 09 ....,�.,r., ,-.:.,.. -.,:,.. ....,.,..,v,..... ,.......... .....,. .. . .,..... ., .,.,.,,.,, ..._ .,x ., wN+.. �' }�•,, •spry ¢(�•J �`'" -< � •p f a Min, e ,e... : ,.. ..•.s ,: .,. ����- �' ., Y 9 � `w SS 6 4. ,W. i » ,° '�, ' r � , f i .• o IiI 'j• , I fry • t'I d___... 1 66 f Jti I �: t ,.._. Ir r �, ,..-. ..,, ... ,..�- :,. ... ..... / ..., ,.... __... ... -.... ..3ri RS y. .. wr. .... .+» , ^S-^'b'SNS :�: :... - ..i .Gd L.-...r.s.Tr . ...._®o.�._.i •:, . ,:.: .,. .,.,..,: , .renew^.... .,, « --coy:::.r Or 0 AI II.l''�r ,}�y�� pv� y . *5 1 " " .,. A A ' •........ , r .. ,r-„,...,,,,tie.„. ..y. 010 F. • ,� .:'�t��fl "I :IaK- i. 1 k - _��_17• Y ri� , "' rF r .y; / ,,,. REMOVE AND DISPOSE OF .- . x` ., t,,, ', ` iRF / EXISTING SUMP PUMP # ,,_1 _j 4. • ,.( .1 „ PIPING AND SUPPORTS # : 0 I i`'Aar�mae � r� � '"- ' ✓o INVERT OF 60 HWE ' �` �� i, •,' � � JO `a frpOrlg, �� APPROX. EL. 149.75 F s �� ��' 4 J �,Jo.i girke. 0 •►pswr.�w. ',,!+,tier, w�► ++rrwa�r►,�rrrrrr.�r •r�rw7111/411r'44;w .elikic.. r' r da I �� ' . 01,,,,,,,,ffli: „..„ i Andettermasese '1 1,,::‘,, OIP r d OF "0 AP 1 rK • '' ... .'�, '7. -.=:rwww ._ , / ...y'... I "'._ ,°.'°°_ .1 •..,. L..«_.-. i....._....wr / ` ' :1 S ,, :� .. ... 1 4 pr,. 4.•9�• '° ! t41 y L...r..., `3 .....-_.._....,.....,.�...._,.»,.._. ,•..... J•,®pw �0 ,. w r � ire ro,°S°t` i /f 1 s = + . Fl. d�$°f �,,•may, :' : ,: •i x+- :s ... - Y .sy.f^'A� � ( ,R'� ,:��. ...._,.�. / .: (# ilk �' -� ° . a , ,, ,� REMOVE INTERIOR WALLS -!f1 x-_,.• Pi,i 1 e w > � ' r j ,�� 00 I : � .. ,.; ..�%. _ a_ _. � I TO EL 153.0 FLUSH WITH � � � �� , 1� ' t�t g fr I 0 Or 'el-. FL OR SLAB ., .. 1�.:_. w. ,..,..�...LIt .. ....dti'4 .. . . _.:..,w1 �,,A1 or rim-r --'. ._... �;,,".. �a; _ 0 �.r/ ) �';.. Iw.i.r,,.'�;r ,rrir,�V.r',rrr. w.• ,w.cs ,sc, Ir r / y 4F . 071 Al ..41041 ti 4.,1 ' `..N 10 ir ..., .,...„,„. ,,,,d....-..-Arnanwriummimir ....4.2.1th..............' „......41 r 0,- - ... .‘,.... a ro,,,, ,,,t, .3.0 ti 1 ,........... ." "- - - .-• . • ------ , It, 12....J....ATLI...la anc .) ,w ivirt I. - - , Ay ;it"Ar. co, 6 1,00 1 / -- -----------1y •• ,r II! r 440)Pdlif „ .. . . .4401rr 4 464. A, I � r"� .r♦ ; ;;: :2" INFLUENT _ r �. �1, R, r, f r,./ , tr_...e _ _ ty1 j' °'r', ' ,' ' ti,,e °, �, _ 'fir r' + c i - r r• ,r p as.p `'t s r .: ' �+ rr rr 1 e .d" �' rf i°'tL L�S . Jr"".�' y, z R' as pr. .�+ �'• d dr`- a ® .'4 y 1 '� :. h1. .+f `W, ' F ' • Otis t'••1~'' .. r $„p rlrr'' sf l d' r ,r' �: d+ r 1 #, 'hl I r rr a ' e r 1 s a _Jr-,"`.' r 1 i.i--1'r Ao lu-•• , ..„..,_'°e'n i°'_ •.g �� :a's a''7 i +r r ! s\ 4 ar'/- ,''rr• rt^ , t,,,.��.�. _r rr' � r , T;v: �„r ," a i 'd •, , ,• r a r'+ - ' ' '6+ '.au".1,'.#d"f" �s r,.is y s .._ •a • ... .»... e • t d4-' I S r+t ' , , r w 1 t 6 1, + :�7'a. 47,..• e i t-, "m P .1 dl' f `' d� 9.... ,v' } `°4. .a'' F:. ' d ' ! e. + „a } e,...�' .t�C }4 ,. .,..w.... f s�4' .•e�'ra• ,4 r 1 ar r &.5.,e'` X " 'd f x w " °sw� �v '�.r e p i ass , °'°y'%`ro., 1 A i ;, i INFLUENT I _, „,n � ENT + "� t .ar k w t ' t�� S .... . . .. -.. .......r f, o. - ' •`"r.,,r'rr r ..'/ 0 y 1 i a....•, }� . .,,. �Y _. "" /53. '� Y'• t ► e POSE OF ,,_ REMOVE AND DISPOSE �- "' TPPCN 3 dr + :_ �' s e -� - .. _ . .� , ..< REMOVE AND DISPOSE OF ALL FLOOR SLABS WALLS `�°�- prr r �r�° �- f .> __` EXISTING AIR PIPING AND �-- »__ �_ ' �. � ' / » 1'� �' - SUPPORTS (NOT SHOWN) PIPING AND EQUIPMENT ABOVE THIS LINE - - ` -y 1 FA:,-.7y:0,..) �° _ o' .t, SECTION•(# far »- _' -ate + ad , ,. 2 rm_r � . 1 - 1:.1' ,• E rY Jr' d..0 t r t q:t" 1/4,.=1 -0" - . ), e . r P• 1 r r #d a r' EXISTING 8" FOUL 1t, EX A St"i' Y ..<.. .:...: .... .. ..:..u. .:,.-., .":, ,u,,:..: ... .. .::;: ..,,.,... ,.....: .191,.1, 1 .:. ��■ �w AIR DUCT , .:: 1 r 16 1,..,..$ , PIPE TO REMAIN s, . v _ . - - . 8I1JREAM �OIN T LOW PRESSURE , r , f 41 17447 lir �} �P' t ® f 1'�t i :27.7.4.' �'`� � � �. _.r �. ,�,. Y ,,, ._.. DEMO ISH THIS WALL � , :, : -r�, � .� a �,� � ,, r .,r ,158. .f r ,; i �:. L - Yltyil�. a .... dma - qww s c ., a ., : ._ wed a '� 9r'� ! .t%- ..„.,.>,.-......a, .,............ ...:,: ,,,., ., .:,....... :,,.:.,:�.:..., ..:.-....,...., . ,.„,v,...N...",-,.....,,..°4011 :, -DOWN TO EL. 160.0. �PINIIIIIIICIE ��....:..... ,... :... .= a..... ..rid,.:. 4 (SEE DRAWING 310-M-002) _, 1 MI REMOVE EXISTING a . .�,. .. __ ,: :�. .. � � �� ., ��` S NG , 36 36" 42" � i M ��' if X 42 INCREASER + `� .' r d '' -� - "' `dares " d '` tr , � ' - � ,,. _. I • , t{_,a .A •'7sa�' ".i�°' -' 'd •,rree• " 1 wee+' a �w,• >''�4a°�•.ter er_ as` �� J �r ••..h �.s.! k ;i CUT AND CAP PIPE �t ». ...__ 6-0 FROM WALL .. x-- r #4:'Illir II*, REMOVE FOOTINGS AS ,ill,: � REMOVE PIPES � � �� Op f REQUIRED. i � � -- TOAMINIMUM0:17:4 OF 10-0 ��- � �� -� � I REMOVE EXISTING 0. d. REMOVE AND DISPOSE OF ALL d EXISTING 42" 36" X 42" INCREASER , .. '�` a ti FLOOR SLABS, WALLS, PIPING, PRIMARY ♦�♦ ,mot AND EQUIPMENT ABOVE THIS LINE INFLUENT .. .. ..� � �. . . .� �; TO PC No.1 PIPE TO REMAIN DOWN STREAM EXISTING 42" INFLUENT q` iori.3r0000:11:4FR;104A o OF THIS JOINT TO PC No.2. C EL. 158.0 (+l-) �� 1 ° WEST CHAMBERS EAST CHAMBERS ' . d o ,- REMOVE WALLS, FLOOR SLABS, REMOVE EXTERIOR WALLS � - _-__-__....._ .___. ....__-__-__ �f`-__-__-__...___-__ � ° -GATES AND PIPING TQ EL 160.00 ��� '15 00 - 01 a•°rnw°X r r REMOVE INTERIOR WALLS Cdr .-,� �"�. PRIMARY INFLUENT FLOW SPUTTER STRUCTURE PLAN 1 w TO EL 153.0 FLUSH WITH " _ !�, 1 FLOOR SLA ) � ` �� "*"44444400f0 00 a.E 1/4 =1 _0 !� : r NOTES. _ . 4P a .1 r. - � . r 0 1. SEE SECTION 01313 FOR CONSTRUCTION AND SCHEDULE t `Y ____.,_. _.w."...»._ _ £ s 0 -�._. 1; , .4�. ..!ll� r��! r � .M+ 7,. .A .1e� ._ .�. . ." ` ..�'�,.'d .. ,., ;ir_. ►'111'M.!!*•I !}�A,to CONSTRAINTS ASSOCIATED WITH THE HEADWORKS EFFLUENT a ' ,, +�M► '1�► . "`,wYr�. - , .� - t �-�STRUCTURE PIPE CONNECTIONS TO PRIMARY CLARIFIERS z /,�/.t�'/"� /I E ' ��� � � ��� j��� .. r � .. - '& � •F 'gyp"°_.' m ,y ,.. � r w g• v . �'°»°.�AND PHASED DEMOLITION OF THE EXISTING PRIMARY INFLUENT M ,,f FLOW SPUTTER STRUCTURE. n-. �6r1 ' •.-:`rye r� g.4• 5 T-' .ee, i o -v. d r:..r�M 4a d.r k°' t r..� r.r t c Q 9 �cd - dt 'd ' Prix 2. PRIOR TO DEMOLITION: r yt.o �+ REMOVE FOOTI NGS AS 4 t . • •'+r / � .litifF1• EX A, ISOLATE 8 FOUL AIR DUCT AND INSTALL PERMANENT PLUG r. / .7 +r a. REQUIRED. b rr N IN BURIED DUCT. h� '§r' , • . i o 0 : PIS hk. r D V B. ISOLATE L W P AIR PIPE AND IN 5 '�� `�. F°. PLUG IN BURIED P PEURE STALL PERMANENT ' _�`; 1._ I'--`- - '' �,' 4 ax o/ t-r 11.�/ pry 2 C. ISOLATE LANDSCAPE IRRIGATION PIPE IN VICINITY AND II PROVIDE TEMPORARY CAPS. (RESTORE LANDSCAPE . +4 IRRIGATION FOLLOWING CONSTRUCTION). FOR PERMIT APPLICATION : : .�SECTION g � �;D. ISOLATE ELECTRICAL CONNECTIONS TO STRUCTURE AT 1/4"=1'-0" Fq POWER SOURCE AND DISCONNECT. - N K P_ In EXPIRES: 6-30-05 r- 0 SCALE WARNING SUBMITTED BY MECHANICAL SHEET. OF 'r 0 '14 1 DESIGNED D PATRICK �I C KITTS (PROJECT MANAGER'S NAME) LICENSE NO. DATE INASSOCIATIDNWITH: � DURHAM FACILITY PIMARY INFLUENT FLOW DWG: 310-M-001 .0 1/4 -1 4 IF THIS BAR DOES DRAWN D PATRICK C1eanWat ' Services o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL PHASE 4 EXPANSION SPUTTER STRUCTURE DATE: $date$ -' THEN DRAWING IS ARCHITECTS ASSOCIATIVE INC Our commitment is clear' DEMOLITION PLAN AND SECTIONS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED . (COMPANY OFFICER'S NAME) LICENSE NO. DATE PROJECT NO.: 4969 �sr s ' 48" HWE y v 60" HWE I I = �''" CL EL 163.00+i- CL EL 149.75+/- — I I h I,- Y cN f I 48"x42" - EPDXY 8 INTO CONCENTRIC I EXISTING CONCRETE o - iauui-- --- REDUCER j 54" HWE TOP OF CONCRETE '� 0 B HARNESSED MECHANICAL COUPLING ►- 1�1111N011i� i ENCASEMENT e 1 -_.., CL EL 155.75+/— 54"x42'" CONCENTRIC 54 HWE o _ TYPICAL I I o REDUCER v = CL EL 155.75+/- { EL. 159.50 f N �-� I EL 160.0+1- #5 @ 12" O•C. EW N 60"x42" :... ,.:,. u.. CONCENTRIC ^ E TRIO 1 1 .s .. -ro. : . _. ,. .,� 4. _ . .a a` k a- a Lt, ,,,,, ,_,,7c: __:,_,, al REDUCER .,...,_.._¢.., .,....._.,:._ o ( 41611 _ o - o - o <i Q _ u O I I i {t a �'_ _._.,. #5 12 0.C. EW �' iii p r _:ry ...::.:: _____ ______ ral___________.7.,,L,..___ri_r_74,7_ 1 , 1 c e,, w I 8 APPROX b: 12 APPROX - a w 4 _ 4 4 L 9 Kt r.i ' i e ,.,5 r 4 i w w w . ..,.. -, .,r,,.,,..,:._,...... _...,.�.,,�......, ...............__..>................ .s,,.......:.._.._.-.,..._.n.,..+.:F_..7_ow....:_,._.rP„r,...,,.r,.mw....w a._>.,x.......,_...,w.,..t_.-.a-c_.....,.hr_-t,.....-...__.r.nyesrs---.,r•.j.....:.....v_ti_...__,+-.,,._,,....-.-sue. ...-,s•.......:.w. i a Q 4 _,h y V _. r .r r z 1 h V v 11 ... Y c... 4n::-::rte;�:,.- ; \ /O■ ....__.-, _... u.,.s...._.......s>....r,..-vt..,><....:...w-.._,.,¢.wr.,.,,x.. _:.x.x..._t.-...r.a_-.z•3,..nx_-,....v.__.'t..., z.__tm•.._.fw•.rV_ x-, � , ,�,r.:,.N EPDXY 8 INTO ti _._,.ay w w 4 Q - 5 EXISTING CONCRETE '' 3+, 0 . ) Q , $ y r 4 .I42” HWE / I w 54 x42 CONCENTRIC ' '' ` (8) 4 REDUCER ��1: _ .``,:` _ I __ '/ a -- --- - 42" HWE (8) / - o tt F .,;. Y���_������ Q = 42" HWE (8),/ CONTRACT ,I FIELD VERIF w " . Q DIMENSION a ^ 4 a _ s / SECTION A o l' ,I I ^ w I , EDGE OF CONCRETE 1/4"=1'-0" o . I • a • ENCASEMENT I I ° . Q { Q VERTICAL BENDS ,/ I - - / D ' G / 42" HWE (8) I _ TOP OF CONCRETE I 1 ,� ENCASEMENT ,,. r i /.,, © to I \ I , ,..,.. .¢- - -___ 0.0+e I EL 16 3/" STEEL MOUNTING PLATE WELDED TO / I j d Co PIPE. DIMENSIONS OUTSIDE DIA. OF PIPE :. PLUS 24". TRIM AND DRILL IN FIELD TO Ell4 Q'I I 6' I SUIT CONDITIONS. ANCHOR TO EXISTING .�I - CONCRETE SURFACE WITH / DIA X 8 r Q/ LONG EPDXY ANCHORS AT 8 O.C. MAX / l 3'-6" 3'-6" SPACING. PROVIDE �/" THICK NEOPRENE =- -- - o VERTICAL BENDS ( f _ 42" HWE GASKET BETWEEN CONCRETE AND PLATE. TO PRIMARY Q 41/ Q - - CLARIFIER NO b i a s A #5 © 12" O.C. EW y r #5 @ 12" O.C. EW I 17-6 APPROX I . a I CONTRACTOR I RA TOR TO �� 1 I FIELD VERIFY I s, ','`, { 1 ., I ;;' I b ° 42 HWE I CENTERLINE I TO PRIMARY �."rr CLARIFIER NO. 2 , 1 �J : : s _ EL 158 0+/- _ ...w..._.__.... .__,......... : ,....__.,...__ ., ,,ti-.,...{ ,...._.._. _ . 111111111114 „ f 42" HWE ___._____..._.. ._.._._._.__.._.____ __ __..-...__,.___._____________._.____ I .____.- .__.__-- TO PRIMARY { I t CLARIFIER NO. 3 9 , 42" HWE . _ SECTION B T O PRIMARY CLARIFIER NO. 1 CONT SEAL, TYP 1/4"=1'-0" _ c RCCP FIELD CLOSURE A t � o TYPICAL _ FIELD APPLY WITH CEMENT MORTAR E COATING, WITH 2" X 4" X 13" GA WELDED E WIRE MESH ALL AROUND T.; VARIES 1.-, PRIMARY FLOW SPLIT STRUCTURE - PLAN rNEWRCCPORSTLPIPE, EXISITNG PI PE 1-.• 0 SEE NOTE 3 u) 1e4"=1'-0" ROLLED STL PLATE AS CYLINDER ID_ ,� u REMOVE ROD WRAP AS FIELD CLOSURE PIECE REQUIRED TO MATCH �� 111 R EQUIRED 1 TACK WELD SEE RIGHT NEW PIPE PE OD•� LOOSE END AS SHOWN TYP ° 4" MIN 11! ," PLAIN END FOR M 9 MIN. CONNECTION, I 1<, z TYP SEE NOTE 2 III E NOTES: EXISTING RCCP -'� 0 ' -1 p 0 1. SEE SECTION 01313 FOR CONSTRUCTION AND SCHEDULE w 1" 2" 2" 2" 1" PIPE CYLINDER CONSTRAINTS ASSOCIATED WITH THE HEADWORKS EFFLUENT 1 g 1 2 2 2 1 TYP NOTES: �, p " !" FIELD APPLY CEMENT MORTAR LINING I STRUCTURE, PIPE CONNECTIONS TO PRIMARY CLARIFIERS z MIN. MIN. •° AND PHASED DEMOLITION OF THE EXISTING PRIMARY INFLUENT J FIELD CUT EXISTING PIPE I. PROVIDE COUPLING WHERE NOTED ON DRAWINGS. °- FLOW SPLITTER STRUCTURE. >- 2 STL ROLLED NOTES: PLATES �4" X 6" 2. DESIGN HARNESS IN ACCORDANCE WITH AWWA I-' L 2. EXISTING 42", 54"AND 60" PIPE ARE CONCRETE CYLINDER u- M-11 MANUAL STEEL PIPE. ��,� PROFF N PIPE (RCCP). ? 1. t = MIN THICKNESS OF EXISTING RCCP PIPE. ' o><x4► - i/ 4 f� ai 2. PLAIN END CONNECTION TO NEW PE PIPE WITH MECHANICAL HARNESSED MECHANICAL COUPLING B 9• A' r'' it CPLG MC NOT SHOWN. 14*?1/' 4, RI EN FORCED CONCRETE SCALE: NTS FQR PERMIT APPLICATION `� ► CYLINDER PIPE FIELD CLOSURE A 3• COAT NEW PIPE AND FIELD TOUCH UP AS SPECIFIED IN ' SCALE: NTS _ SECTION 02570. P'4N K Po I e - EXPIRES: 6-30-05 0 SCALE WARNING SUBMITTED BY to 0 I, 1 DESIGNED D PATRICK � MECHANICAL SHEET: OF io I 1 C J9CK (PROJECT MANAGER'S NAME) LICENSE NO, DATE DURHAM FACILITY PRIMARY INFLUENT FLOW DWG: 310-M-002 1/4"=1'-0" IF THIS BAR DOES DRAWN D P (NASSOCIATIDN WITH: C1eanWater Services PHASE 4 EXPANSION SPLITTER STRUCTURE o NOT MEASURE 1" SQUIER ASSOCIATES- ENSR INTERNATIONAL S DATE: $date$ THEN DRAWING IS Our commitment is clear, MODIFICATIONS PLAN AND SECTIONS REV DATE BY DESCRIPTION NOT TO SCALE CHECKED (COMPANY OFFICER'S NAME) LICENSE NO. DATE ARCHITECTS ASSOCIATIVE INC PROJECT NO.: