Loading...
HomeMy WebLinkAboutSecondary Wastewater Treatment Facility 1991 (2)G LDHU DS.D(++ rl I11~ i i I I f s i 1 al t ~ t ~ ~ ~ t.~Z .ir,.;.~ `I I I I i t METAL SOFFIT OVER SLUDGE LOADING AREA BOTTOM 0,< GLULAM BEAM TY C-B I~----IIIIIIIIIItIiIIIiIIIIIIIIIIIIIIUIIIIII-11l PAfCOtoRO-a (VIII I 30"x96" ACOUSTICAL ~ . PANELS. TYP UNLESS NOTED OTHERWISE. CENTER EOVALLY BETWEEN CONCRETE ' BEAMS AND EOVALLY BETWEEN WALL AND ~ MONORAIL VAULTED GS8 CEIU LOCATE ACOUSTICAL ~ Gw8LUMEA1~EBEAM Q ..:. Q - -- O TYPICAL WHERE CEILr ACCESS HATCH ~XPOSEO STRVCTUR SfE STRUCTUAAL -~ . DRAWINGS 8 30' x .s8` ~ Pg1,1 ~ VAULTED ACST PANEL ' .~ ~ Gw8 CE1L1 i SUSPENDED O ,) ; ~ ACOUSTICAL x PANEL SUPPORTS i ~ TYPIC '~ I dvB/ 4 I FUME HOOD I .FRAMED EXHAUST OL1C I ~ i NI EOL I EOL A 8'-0Lt ~ I AFF I I O I I I CANOPY HOOD - - - - - Q - • . ,~ a EXHAUST DUCTS tv 'G~• ~ J~.:t ,-"=l ~ ,mil Ea ~ . CLG' ~ 7 I II~~~ 1~llll~~i / ~ 0 - c• aYwooD oN ixe Cfn.-NG ,rbrsrs ~ . Vie` o.c ABOvE SuSPENOEO CE-LING ~ FFt FC.TFD CEILING PLAN i/r•r-0' e ~, ~ iiEUSE OF DOCUAIFNTS a ooa~rrt, wo ~ ow «o auor ~coa• wi a a J. ~iCMi xa.+m ~ w wi -r~wt or ,wo~owt °'N°"'- yf~~ .L GVE Y,/ ~'''`~ + w.a. a M aaw+r a o« «u +~o a .or ro • ~ 1 1Ul2 REvesioni Phi Cn T6 4S DtP ~~ ~s,w «,n~aw~ a ow «u "r Mn::, D, Pfl&tSON - ap, ah ~_._____ ~nsaw-••' er Iwo .o« Mu _ ~a~n.o I LEGEND PART1T1pN TO ROOF STRUCTURE PARrmON r0 a": A80/E CEILrNG r RECESSED FLUORESCENT LUMINAIRE. SEE ELECTRICAL FOR 511E ANO TYPE 1 SURFACE MOUNT OR SUSPENDED J FU/ORESCENT LUMINAIRE RECESSED SOFFlT L1GNT O RECESSED INCANDESCENT MINA REILU SUPPLY A!R DIFFUSER SUPPLY aIR GRlLLf EXHAUST OR RETURN AIR GRILLE MAIN TEE CROSS TEE e o->• T-iii PLYWOOD SOFFIT, TYPICAL 70P OF CAR/ WALL AT )0'-0' AFF CEJUNG EXHAUST FANU i..~ ~C ACCESS SPECIFIED i ~~ i IC SUSPENDED IgCpL/STICAL CEILING 1AGTJ. TYP GUTTER,TYP DOWNSPOUT. TYPIII NDrE: EXTEND PARf1TR:W f0 i. FOR MECHANICAL PENETRATIONS REOUIRED~ ~ STOP SEf SH C-26. i Iz-zo-at sc ml I 10" 6'-6" ~ 3'-2" e r SEALANT AS "` YYY NOTES: ISOLATOR MOUNTING SPECIFIED 2 ~ BRKT FOAM BACKER 1' ; " 1. FOR BEAM DETAILS; SEE ~ A~ 3~, SPRING VIBRAnON SU+B ON RCD 9"GRADE ISOLATORS~TfP *2. DESIGN LOADS -ROOF L.L. 25psf + RIFT( OF 6 EA BL WER, 1. FLOOR LL 2000 POLYMER, BLOWER BLOWER SUPPLIER ~" " Ij3 nES AND BELT PRESS EQUIPMENT. 100ps(OTHER ~ a a o:.' •.'"D 10" THICK INERTIA 6 - ~/5 VERTS WIND UBC 80MPH EXPOSURE B n o O~ a °' " , d BASE SUPP IED BY Q © -SEISMIC UBC ZONE 3 t BLOW<~R MFR(} C-20 ` 3. SEE BEAM CAPACInES SH C-16. ~ 2" AIR SPACE SECTION COLUMN 4. VERIFY EQUIPMENT SIZE BEFORE CONSTRUCTING p' ~ ; e~,`~ ~0~ CONC SLAB ON GRADE AB BY BELTEQUIPPADS. Q COLUMN `FTG 5. *DENOTES DIMENSIONS AS RECOMMENDED BY EQUIP ~ * ~ 28.75 * PRESS MFR MFR AND APPROVED BY THE ENGINEER. DETAIL N 15.67 SEE H NTS nES 12'-i0" 12'-10" 3'-2" C-20 W _ _ 5 VERTS 10" B%6• T1P INSIDE I ORNER BARS) 10.0 FD- RIM 9.75 TYP 4) I A HD HD BLOWER C 19 SEE DET fO:OD PILASTER DET BL~W_ E0 I I IADDL N4x4'-0" C-18 4" TYP CORNER RE1NF TYP) T do B CENTER UNOE BEAM ABOVE TYP)SLOPE i a I ti (~) FD 10.00 - -1 SEALANT AROUND 6 ®12" C o C-21 ;~I `~{-SIDE o f6 ®12" 10.00 L - - - J OPENING a HD 0 ry PILASTER 1 ~SEE DET TYP C-18 C-20 1'-0" i'-11Y+" FOUNDATION PLA Ys" = 1'-0" q~~(.,~ V~ C~4ro~ f l scg WERMCRAN r * am ~" ~~V j R B.LAZARO ersla" ~~ fPoNAt ~~@' ~~i` i~K L.ARAGON Q 2/91 AD aw D.PETERSO No.aTE 7-4"ROUGHEN 32'-0"SURFACE 10"20~ 10"5'-6" ,f0"FS ORBEAM 4~1'-0.TYP)n PLANSH -i42re' e O 4®20 6'-0"4'-015"4~'0"No2nP)n O ITYP) I I WALL OPNG FOR L NATIONAcousncAL ~-~--- 10.00 M i i 26.00 i i ,26,00®LOUVER BELOW * VERIFY DIMENSIONS WITH BELT i I i I F i I I 2 EU25.75 PRESS MANUFACTURER. N o Q i ,:u m MONORAIL BELOW FOR PLATFORM SEE SH C-26 DETAIL ~t+ - I i I 11 I AND DET~ 3'i" = 1'-0"8 7527.I I C-23 m I LJ-B_ 4 BELT PRESS SUPPORTPEOESTALIRN I. L AND SZE WITH BELTHEGHL SEEAPRESSMFR A A SLOPE D `26.67 PAD C-19 C-19 0 26.00 I (TYP)M EL 6.0 I ®26 00 C-19 WALL OPENIN N I D 10.0 6~12"FOR ACCOUS CAL'C 22LOUVER. SEE p C-22 o SH C-3 --~ X5®6" ro AD CUR ®6.ODT I RAILING S29 & S3 e 0-j YPE°A f 0. 0 EDGE OF FTC (TYP)e n i I SEE S26O FD-2 RIM EL 25.7 p 26.00 ANCHORAGE 1YPE "A"CO B-3 o zs.oo --- EL R SS R v_o0.00 o i i i3 I TYP)i xIo C i ~C 10.00 n I\C-21 ,i 5'-0" SO AL SIDE ALK a D C-21 w N io 0 i OOR. CENTER 0 BEAM i 0018DOGEi •p 26,00 ®"~ABOVE. 565"w WALL OPNG PILASTER `•I OPNG REIN SEE 3'-6'4'-6'01 FOR ACOUSTICAL DET 9 S6OLOUVERBELOW C-18 3'-1015"5'-1"it'-11"8" 5'-1"11'-11"8 UMINUM CENTER UNDERAL 12'-2"BEAM ABOVE 1T-8 1T-8"SIDEWALK TIP) `DOOR. H-20 ACCESS LOADING DOOR TOV r~-z- ~~S C~O ~EQUIP (TYP) 0~2D C-22 UPPER FLOOR PLAN `° Y4" = 1'-0" CONTROL BUILDING ~sN~ c-taREUSEOFDOCUMENTS THIS DDCUHENT, ANO THE IDEAS AND DESIGNS INCDR- aAR Is a+E exx oN aRNiNAL DRAwNG CITY OF PORT TOWNSEND STRUCTURAL N 310E 158 PDRATED HEREIN, AS AN INSTRUMENT DF PRDFES90NAL SERVICE, IS TIE PRDPERTY OF CH2M HNL AND IS NOT TO DE D elm+.WASTEWATER TREATMENT PLANT PARTIAL FOUNDATION AND DATE NOV 199' ENDUM N0.2 JRM DLP USED INVMIXEORINPAAr,FIXiANYOTiERPROJECTvnn+duTTHEwaTm+AUn+DRluna+aPasuwu.rNDrwElNaa+ TM+s~,w,uy~JEFFERSON COUNTY, WA5HING70N UPPER FLOOR PLAN PROJSEA22388.R RENSION 8Y APVD CH2Y HILL SCALES ACCOrNPaCIY. 2 N D vvEN.Oc~n~ ~2 un coN,aa ;art: u'•~ss --+b. ++s: o oc+~ I~I I iIf ~ 'I ~ I I i ~. 1 1 I _ I a8x36 ACOUSTICAL 32x24 fXH LOcNER Wl BACI(DAAFT (2101 1DAMPER Z-~= " NOTE: 1. FQ9 HvAC IN BELT PRESS ROOM SEf SH C-27 2. ANTEDw~CUnG11~~ ~ THrS DWG TO BE 3. FOR DUCT CCnISTRUCTION AND HVAC STD DETAILS SEE SH M-It y f~ I i i f I~ I 1 I I 9x9 CG-? 150/ N SOFFIT 8x6 16x16 INTAKE LOWER w/ MOTORIZED DAMPER MD-1028 e 6"x5-0- I I ~ ~. t ~ I I t~J I ~ -/- \ r -WAY CANDPY C I 12x12 DxD'CG-2 HTWY~ ~ II •+ 1 HOOD ~ rr ~ ~ ~ O I I_i ':;! x(1901 ~ q) ~ 12x6 7 I f2x6 j ! ` 12x10 SEE i~ , , 08x8 i E3 ' 12x8' I' I ~~FDH_~Bir1 ~ } 10x8+ ~ !•,i l.~s-.~. ~ I ~-~2xi0 ~ 12 ~ r C ~ 1 1~ ___.._.' 15X15 CD -~- ° 8x8 ~ Q (5501 C0-1 12x 12 CD I ~____,~ ~ P-i L 16x i2 n0014iVA 8x8 ~ \ 3051 ~ ~ _1TYPOF4Tex10tex10 ~ ~ r- ~ o I ~ 10x 12x12 CC-1 9x9 CG-i , 1901 (1901 x _ J L TYP OF 2 vIlexteCG-1 (3501 JIiYP ~ 2 ~ J ! 1901 F-t 1 L ,9D ~~1(2 WAY G10RNER 14x14 CG-2 !3501 ~ 1 1 I (3802 CG2 7YP OF 21N SOFFIT 1N S0FF1T I HVAC PLAN -MAIN LEVEL ' 1/e.. r.d• e~ ~"R,~, REUSB OF DDCUAIHNTS CONTROL BUILDING ~T C-26 llq 006.01T, rp M bGi rp RLOM rfalM W tl OK r0+ a J. ~~ ~~,~k u +,,, r+~.orr a ~~ ao..ti 0~...0. CITY OF PORT TOwNSEND IJIECHAN ICAL V ~ ~ avxt, K >ti men of oiw «u row ^or ro . ~~ ~ WASTEWATER TAEATIENT PLANT JL3I~1~ ~ J. S8~1S ~_ _\ ~, ~ r», r wt a r.+er, wi rn onoi r+oEtt r Mor o+[ .o. a JEFFERSON COUNTY. WASHINGTON ~ NOV 1891 i n19Z" REVISIONS PER CA 16 1NC DIP Mnovt M,.,mo, wnwwin, a ow+«u. ~ ~~r MAIN LEVEL HVAC PLAN ~a ~a~~p, PETERSON «o. O~~F ~~-,. efwiWN-' 0* x-vD eoi0+~ti p PROVIDE Y4" MESH CA VL SCREEN ON INLET~TYP) k OU7TIL.EE7T ~ FAN MOUNTED ON WALL BRACKET SEE DETAIL• n I 1 BEL PRES FLOOR SLEE N620 BOOSTER PUMP + 1F REOD) 2-NPW-PVC i c.~" RDISCHARGE ADNG AREA CONNCTfPO-PVC PER INS1RUCilON OF MFR DRAIN VALVE W 19SEE ro FLEX. CONN.pROViDE FLGxFLG SPOOL PIECE TO REPLACE GRINDER 4" V UP TO 4" VIR SLUDGE GRINDER• 2" V DN M-]20 I VV • nF-f0 0 W/ AFTBACKDR DAMPER 6"-0'AFFiaan) FLOOR P1pE M622f~-~ M501BELOW) V y I II ,y 6'-0"AFL 1440) 1-PO-PVC EL 29.50 PIPE S~~ RT 52 SIM WALL SLEEVE s0SIM) i s-DS-DI I I 111 EL 28.5D I I~I III RM I I ~I I I IPLATFOII1111 U 2" V DN;UP TO T 2" VfR S ~2"VD VE - - C-30 I ss,,132x12D REMOVABLE~i I LOUVER. PROVIDE I ;~~ 48x36 MOTORIZED --• I ~ . ~P DAMPERS MD-1209 &~-~ IMD-1030.ON UPPER PORTION (9'-0"AFL I OF LOUVER',. PRONE IINSULATEDBLANK-OFF PANELS ON EMAINDER I OF LOUVER I 1 f ` r _ J ~ ,,, POMF DURIBYEQ I g>- r~ ~SLUDGE FEE y M-130 DLINE , LOCA 11 AS RfOD BY 3-NPW-PVC BELT PRESS I / FROM BLOWER MFR ROOM FLEXIBLE I ~ B~W CONNECTION IBELOWBELT PRESS) SEE 708 30 `y, o- pf. 1-PO-PVC POLYMERSOLUTION FEEDER TO BELT PRESS ~"""""' yr PER MFR _ M-140 ) CONTROL PANEL" - ~ NS MSL 1 1/2" V DN~ (\FCO 140 140 BELT PRESS ROOM. ELEVATION 6.00 2"vuPTo BELT PRESS ~ BELT 2" ~ PRESS DRIVE UNIT* DISCHARGE SEE NOTE SIDEWALK 6'-10"~+ BELTPRESS ROOM HOIST ' ` DOOR MOUNTED ABOVE M-100 RU DOWDER ~ i Q F 2" V DN 2" V UP TO B 2" VTR , C-31 UPPER LEVEL MECHANICAL PLAN r-o" pT~ ~ fd ~"'~;~s l.. g ~I~N ' 1 o~ B.EIS R J.BROWN oNK R.BRACKEN Q npw p.PETERSON No. i.~z~ POLYMER ROOM ®ELEV 17.33 POLYMER DRUMS (TYP) 1-PO-PVC 10' FLEXIBLE HOSE J ~ o I POLYMER SUPPLY DRUM /~~ ~S FOR PIPING TO POLYMER ROOM SEE SH C-24 s C® NOTES: 1. • DENOTES ITEMS TO BE SUPPLIED BY BELT PRESS MFR. 2. +~• VERIFY DIMENSIONS WITH BELT PRESS MFR. 3 ARRANGEMENTS TD BEPVERIEFIEO BY BE~ PRESS MFR.ND REUSE OF DOCUMENTS a a+eAR lsar¢ IN CITY OF PORT TOWNSEND IRIS 000.1MENT, ANO THE fDEAS AND DESIGNS INCgt-IXiICINAL DRAYANG PORATED HEREIN, AS AN IIISTRUMENT OF PROFE5510NAL IS THE PROPERTY OF CH2M HILL AND IS NOT TO BESER`ACE O-~•WASTEWATER TREATMENT PLA JRM DLP USED IN N}1IXE OR IN PART, FOR ANY OTHER PROJECT MITH6UT7HEWRITIENAUT.~ipiIZAIIDNOFCIi2MHILL. p NOT ONE INOI O4 THlss{EEr.An~JSt JEFFERSON COUNTY, WASHINGTON N0. 2 on nM BY APW CH2M HILL SCAIFS ACCORDNCLY. FLEX. CONNECTION ~ PROVIDE Ne" MESH EL 37.50 GALV SCREEN OVER INTAKE k EXHAUST VIBRATION ISOLATORS WALL SUPPORT TYP)FABRICATE FROM 3x3xY~ ANGLr~ FASTEN TO WALL W ANCHORPANSIONBOLTSNEX SHELLS HOT DIP GALVANIZ AFTER FABR1CA1i0N) ~26.00Ey DETAIL 7 NEOPRENE CASKET 0 METAL TWO PIECE BETWEEN WALL FLANGE BY AND FLANGE IROUCH MFR. AND BETWEEN SIZE, CUACE AND OVERLAPPING FIANCES TYPE OF METAL SHALL BE COMPATIBLE W17H TROUGH ANO OPENING a 0 U-(ROUGH u REMOVABLE UD y,~p FLANGE TO TROUGH AND LID CONVEYOR CLOSURE DETAIL 1"-1 0' C-31 CONTROL BUILDING "sr~Efr c-v NoG 44 OF 158MECHANICAL DEWATERING AREA PLAN DATE NOV 1991 PROJSEA22388.RI L/~/~1/KA~ r" M ~Y A~ f- . 2~-0" 6~- I 6-OS-DI FROM BELT PRESS FEED 6 DS DI PUMP 6-DS-DI--+ } / UP TO BfLT MI a 2'-0' 11`8-ALP-01 70 DIGESTER N0.2 8-ALP-DI TO DIGESTER N0.1 LOUVE O 4,DS-DI 4-DS-DI o t BLIND FLANGE i ~ DIGESTER BLOWER 8-961 0 0 PRESSURE+ BELLOWS TYPE+ EF VALVE FLEXIBLERELI TYP OF 2)INTAKE AIR FILTER + ° TYP OF 2) COUPLING (TYP V) 0 TfP nIGESTER BLOWER 8-962 o , 0 0 INERTIA BASE ASSEMBLY+ (TYP) 0 0 0 FUTURE BLOWER o BLOWER MONORAIL ROOM 0 NOTE: 1. « DENOTES HEMS TO BE SUPPLIED BY BLOWER MFR MECHANICAL PLAN 1'-0" f f a J.BROWNP~ Q~In1664~ ~~ 1 f~sPoRnL ~~~ 6°. Y °° HK R.BRACKEN Q 12/ ADDENDUM N0. 2 Pw D.PETERSON No. on sloN 0, 00 FLOOR PIPE 6 SIM) 6-OS-01 TO PRESSURE REU! BELTPRESS VALVE (TYP) I BELLOWS TYPE FLEXIBLE. MONRAIL ~COUPUNG (TYP) BOT OF LOUVER -, 60 (TIP) BEAM DI STL 6-DS-D1 INSULATING = IIII=IIII BLIND FLANGE . ' 6-DS-i FLANGES (TYP) IIII- 844 w EL 1 i.50 EL 10.00 (NOM) 6X4 REO 18" TEE DN 8-U502 TYP) I ~ 'INTAKE AIR+ FILTER DISCHARGE+ SILENCER - 4~INTAKE+ j SILENCER J J~_0~ DIGESTER BLOWERPROVIDEFLGXFLG 8-961 SPOOL PIECE TO (TIP OF 3) REPLACE FLOW METER FT FE 709SAMPLEVALVE130130OSEE " ~'~~ SECTION- A~ 8-ALP-SA Tr uLV „~•` SECTION r~ --~ REUSE OF DOCUMENTS `_ ~ CONTROL BUILDING THIS DOOJMENT, AND THE IDFAS ANO DESIGNS INCgi- OWCINALDRAINING CITY OF PORT T04JNSEND MECHANICALPOflATEDHEREIN, AS AN NlSTRUNENT OF PRGFE590NA1 Dor_~I. WASTEWATER TREATMENT PLANT SERNCE, IS 1HE PROPEfl7Y OF CH2AI HILL AND IS NOT TO BE BLOWER ROOM PLAN AN DuMOCUTI~HE~TMIT~TEN AUTHOflUTION OF CH2M HIa1T FNDT pIE INCN CN JEFFERSON COUNTY, WASHINGTONHISSFEET, ADJUST SECTION SoCH2MHILLSCALESACCORDINGLY. z EL 20.50 8-ALP-S1L C-28 0 45 OF 758 TE NOV 1991 It-70-91 SFA71TlE\C-77.ONG A: pN J. 0~`~d'gWt~if CONTROL BUILDING SHEET c-2s r"REUSE OF DOCUMENTS ErvcHDNI°~B.EIS THIS COWNENT, AND THE IDEAS AND DESIGNS INCOR- ONAL eARISON CITY Of PORTTOWNSENDOPoGINALCRANING.MECHANICAL NO 4E OF ~ 5B P~gfGl: ~~ ~~,I ~R J.BROWN PGRAIED HEREIN, AS AN INSTRUMENT OF PROFESSI SERNCE, IS THE PROPERTY DF (N2N HILL AND Is NOT TO ~ FOR ANY OTHER PROJECTMOLEORINPART D ~~T• WASTEWATER TREATMENT PLANT F NOT ONE INRi ON ECTIO DATE NDV 1991 ff~UHpL Eab y;'K R.BRACKEN Q 1 ADDENDUM N0. 2 USED IN Y2MDlPN,THbuTTHENaITTENAUn~oRlzAnoNOFCHaiewLL.TMISyEET,w,usT JEFFERSON COUNTY, WASHINGTON SCALES ALC0.RDWOLY PR0JgA22388.RD vw D.PETERSON N0. DATE REVISION BY APVD OCH2M HILL g1~11~it~~~rl ~L ) Is-zo-sl suuxe\c-z+nwc ~ 1 a 44 PIPE RFl T PRESS ROOMOHANGERM~2 BEL T PRESS M-130 UN1~M~i CONNECT 70 BELT PRDCRRESS PER MFR 6-OS-Of PLATFORM 2-NPW-PVC CAKE 1-PO-PVC EL 31.33 WASHWATER o 0 0 0 0 0 FOUR-SIDED DISCHARGEBOOSTERPUMP 0 0 0 0 0 CHUTE. SEE SPECS Q PIPE 508 WALL SLEE SUPPORT u IbW FLOOR M6N1SLEEVE TO BELT PRESS SLUDGE GRINDER SCREW PER MFR M-120-CO VEYOR EL 26.00 M- 4 1-PO-PVC R P1PE M50 3-NPW-PVC M611P1pE SUPPORT 1^NPW-PVC POLYMER ROOM 1M)HOSE VALVE 6-TS-01 FOR CONT ,' 6-DS-DI TO BEtT PRESS ~1 " W2-PVC SEE Ra16 SEE SH C-28 SEE Q o-2 i POLYM MIX/ GND EL FEED SYSTEM VARIES M-110 1111-1111=BLOWER ROOM EL 17..33 P1PE CONNECTION PER POLYMER2VSYSTEMMFR FOR CONT SEE SH C-24 sECrior~ n 1 ~-D° ~-27 w f oseN6 ES REUSE OF pOCUMEM'S 9ARISONENCHON ORT TOWNSEND CONTROL THIS oaauENr, AHO THE roEAS ANO DESIGNS wcaR- TRUMENTOFPROFE59~NALN oRiaNa DRAVANC.CITY OF P MECHIOs~Q'R J.BROWN SPORATEOHEREIN,ASANI IS THE PROPERTY OF Qi2U HILL AN015 NOT T° ~EERNCE p-~WASTEWATER TREATMENT PLANT L a~f~~~HA~ C~~K R.BRACKEN 0 1 91 A~DENOUM N0. 2 JRM vnn~duTniE YhiH'IEN AUIHORZATIONY OF CH2MRHILL.T F NOT CNE INCH ON THIS SHEET,A°AST JEFFERSON COUNTY, WASHINGTON SEC PYDO.PETERSON N0.OTE RENSION BY APVD CHIAIHILL scAtFSACwROracEY" v~cti~u~r ~Z r BELT PRESS ROOM HOIST M-100 LOUVER HOSE VALVE SEE /~ SIM u1514}- PIPE SUPPORT p5 Q~SlDEWALK D BELT PRESS M-130 r--- ---~ FOUR-SIDED DISCHARGE L_ CHUTE. SEE SPECS SCREW CONVEYOR ~~ COVER '~~ ~ L' i nn ~ 1J HmRAUUc POWER PACK 3-NPW-PVC BLOWERROOM 3" DRAIN do , 3-V307 FOR CONT. SEE SH C-24 Q SCREW CONVEYOR SUPPORT BYMFR (TYP) ACCESS WALL CLOSURE PLATFORM SEE FL SCREWCOVERCONVEYORI ii ~ i i M521 SIM PVC DISCHARGE CHUTE EL 29.50 OS-DI P EL 28.50 i NEOPRENE PIPE A1~1 SOCK SUPPORT FOR CONT. SEE SH C-28 SLUDGE Q LOADING AREA SECTION pN J. d ~N~0 t;s r r -osar B.EIS REUSE OF DOCUMENTS eAR Is oNE elcH oN NSENO p ~, W 1HlsoorurdENT,M'DIHEIOEASANDOESICNSWC@Z-ORI(7NALIXtA%1N& CITY OF PORT TOW 4~GISiCN~ ~~E~~fs 1 R J.BROWN PORATED HEREIN, AS AN INSTRUMENT DF PROiES90NAL SERVICE, IS THE PROPERtt OF CH2M HILL AND IS NOTTO BE PROJECTE 0 -I.WASTEWATER TREATMENT PLANT PoNa~r "' ~HK R.BRACKEN Q 1 /91 ADDENDUM N0. 2 RUSEDINVMOIEORINPARf, i0R hNY OTH JRM DLP N1TH(SUTTHEMRI77ENAURWRIZAl10NOFCHPMHILL.NOTCNE INOI ON 5~,,~,,~ JEFFERSON COUNTY, WASHINGTON I~Pw D.PETERSON N0. TE RENSION 8Y APVD °CH2M wu SCALES ACCOROwCLY. EL 31.00 ti oW I T h ~ W U CONTROL BUILDING SHEET C-31 MECHANICAL Noc 48 OF 158 SECTION ~~~ NOV 1991 PRaSEA22388.R( v~/S~~l,~/n ~ZJ w ATTA~:Hiv1ENT 1 ~ ' ~ ~' . ADDENDUM NO. 3 CONTRACT DOCUMENTS for the Construction of the PORT TOWNSEND SECONDARY WASTEWATER TREATMENT FACILITY PORT TOWNSEND, WASHINGTON Page 1 of 1 THRUST COLLAR AS SPAC/F/ED 9" UNLESS OTHERWISE o o. SHOWN ON RESTRAINED JOINT °' ~ ~°o o' .o o . PLANS FOR USE.W/TH •. ~°' °~'~° RETRAINED JOINT P /PE ~ ~~ ~ :° °~ o o :. ~ M844 J-----------t------i---I-I--------I-1-la-----~ - DI PIPE M843 (TYPJ o~o 5" o o~ REO'Dx FLG D I WALL PIPE SEE NOTE 2 INTERIOR SIDEPIPEJOINTMggp (TyP) NOTE: 1. COAT. WALL PIPE W /TH PAINT SYSTEM NO. 2A PRIOR TO CONCRETE PLACEMENT. 2. STEEL RE I NFOR 1NG SHALL BE KEPT 2" CLEAR OF WALL PIPE. EXTERIOR SIDE WALL PIPE M601 C~~~3~ y " r . iw4Y.. _. . ti ... ~ ~.. ... ~ _.ATTACHMENT 1 s A D~ENDUM NO. 2 to the CO OCUMENTS for the Construction of the PORT TOWNSEND SECONDARY WASTEWATER TREATMENT FACILITY PORT TOWNSEND, WASHINGTON Page 1 of 1 THRUST COLLAR AS SPACIF/ED 9" UNLESS OTHERWISE o ° . > SHOWN ON RESTRA 1 NED JO l NT I,_~„ ~~ oo ~'~o~° . PLANS FOR USE W /TH ~ ~`~ ' °' ~ ~° RETRAINED JO 1 NT P 1PE ~ ~~ ~ ~ ~° t;: D I PIPE M843 (TYP) LONG PATTERN RJ X RJ SLEEVE _ P / PE JOINT M840 (TYP) NOTE: 1. COAT WALL PIPE WITH PAINT SYSTEM NO. 2A PRIOR TO CONCRETE PLACEMENT. 2. STEEL RE 1NFOR 1NG SHALL BE KEPT 2" CLEAR OF WALL PIPE. REO'Dx FLG D 1 5~~ o ~°.' WALL PIPE SEE NOTE 2 INTERIOR SIDE WALL PIPE M601 1~ ~~ iYD~~ ~~~ ATTACHMENT 2 ADDENDUM NO. 3 to the CONTRACT DOCUMENTS for the Construction of the PORT TOWNSEND SECONDARY WASTEWATER TREATMENT FACILITY PORT TOWNSEND, WASHINGTON Page 1 of 1 DUAL STEM GATE SINGLE STEM FLOOROPERATORFORSTANDGATEOPERATORGATESG-531 AND G-532 FOR GATES G-611 AND TOP OF FRAME G-612 i-1/4" DIAMETER MINIMUM 316 STAINLESS io STEEL STEM (TYP) io P OF WALL 6" TYP" A A INVERT SEAL SIM TO FOR GATE AT INVERT - EL AS SHOWN IN THE SLIDE GATE SCHEDULE IN SPECS 2 C7 w 2 w F- a c~ MAXIMUM 1'-6", TYP NOTE: BOTTOM SIM TO DCHANNEL WIDTH I SEE SLIDE GATE SAND NOMINAL SCHEDULE IN SPECS. GATE WIDTH ELEVATION 3.. I----- 1 I e,p.;o.p I I 4" M I N III iI o 5~8,~ MIN 16., 316 SST AB i I o0 I I .:~. 1" MIN NON-SHRINK GROUT SEAL FRAME SLIDE , PLAN SECTION ~~ NTS SLIDE GATES M016 NTS