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RESP DES ENS.~Res (NSTRUCT)OND TO DESIGN (El)(El)(EI)I.O'.L P.S (NFORVAT(ON ONLY PRC)SiNARY LAYOUT PRODUCTION STUDIES Rl C RcV(EW AND COMMENT F.D FINAL DETAILS NEW REV NEW REVISEO OES)G(4 GROUP ROUTING (D)l)0 U f E REDU)JEO PONT MAC OVW ARCHITECTURE CIVIL CONCRETE STEEL BU(LD(NG SERVICE)NSTR)Mc'IT M E C HA N I C A L DATE T DES'G,'t AEQU)RED RETURN DATE (C)DES)GV ESCAPEE(2 S DATE STALIP (D)ls~.I(0(l~0 Sce cev~~~so.0 4 s)cs 0 DDLLV 00CLJT CCTMLS Qt See oevs)L 0 sv 50 coe 5(STEM 51 JT)'5 0OCUIT Cev>>LO Qs see oevsiu.a 5)v eo see FLE euoo(oso Sll tsl'Iles (cliff CJ 0~it LDD l~Ov~~Sl CI~l ifs TO CJL(I t)).E Locjt DIS.SM Dt(4 4 l tol aDD Dsf1 it>>oat CLLD 0>>ls>>l DE)4 LL 14M Ol till lt~I C)01 II~1 l)M 1st p.Jov(~S>>tK(to lo LLL CLJ" lve 1 lt Li toilo'ii CD)I fo~'1 I fi~)I~~1 (0 1>>1 I II)1)I\0 I I 5 I I~I QD COV(Cf~10 I Iii st 01 iii~11E i(SED~1 I E SD)4)1 fol ttV Ovll (iio CD(iii(CI(0(I lo till i(01 (04 CstD.I As oa i.c ic 0 eav<<occ 0 59>>o c vcc c 4 T 0 JTDM.Qs'cs l UDCJ(04 100 0 4 VCM(MV CJDD1 LLD~sloe(L(lD CDL'clo~1 Dt ill)I)0 1st~Ii sil 11 Jat I(OI S>>OV>>4 Dl C~I Elo E 00 1 01 l Dl Di 0~I~C L DC(JDTL LLJI~CACYU V ll I)0'll SO PRC AP ERTURM CARD I (1'4>>3 4 C"Da 5 1 EOU'P IO Co E (ES AREA DE LVLTiG I (4~.ss)COCES(ii)ta-aol MF()5 DWG<<0 (C)ii.0 (0 ts ci LLLC ts~4~Llialiilv soi 7 lE<oerv Rev,i MtJS.OJVE(C)IU v vo toe>>ssLCTilia
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RESPDESENS.~Res(NSTRUCT)OND TODESIGN(El)(El)(EI)I.O'.LP.S(NFORVAT(ON ONLYPRC)SiNARYLAYOUTPRODUCTION STUDIESRlCRcV(EWANDCOMMENTF.DFINALDETAILSNEWREVNEWREVISEOOES)G(4GROUPROUTING(D)l)0UfEREDU)JEOPONTMACOVWARCHITECTURE CIVILCONCRETESTEELBU(LD(NGSERVICE)NSTR)Mc'ITMECHANICALDATETDES'G,'tAEQU)REDRETURNDATE(C)DES)GVESCAPEE(2 SDATESTALIP(D)ls~.I(0(l~0Scecev~~~so.04s)cs0DDLLV00CLJTCCTMLSQtSeeoevs)L0sv50coe5(STEM51JT)'50OCUITCev>>LOQsseeoevsiu.a5)veoseeFLEeuoo(osoSlltsl'Iles(cliffCJ0~itLDDl~Ov~~SlCI~lifsTOCJL(It)).ELocjtDIS.SMDt(44ltolaDDDsf1it>>oatCLLD0>>ls>>lDE)4LL14MOltilllt~IC)01II~1l)M1stp.Jov(~S>>tK(toloLLLCLJ"lve1ltLitoilo'iiCD)Ifo~'1Ifi~)I~~1(01>>1III)1)I\0II5II~IQDCOV(Cf~10IIiist01iii~11Ei(SED~1IESD)4)1folttVOvll(iioCD(iii(CI(0(I lotilli(01(04CstD.IAsoai.cic0eav<<occ059>>ocvccc4T0JTDM.Qs'cslUDCJ(0410004VCM(MVCJDD1LLD~sloe(L(lD CDL'clo~1Dtill)I)01st~Iisil11JatI(OIS>>OV>>4DlC~IEloE00101lDlDi0~I~CLDC(JDTLLLJI~CACYUVllI)0'llSOPRCAPERTURMCARDI(1'4>>34C"Da51EOU'PIOCoE(ESAREADELVLTiGI(4~.ss)COCES(ii)ta-aol MF()5DWG<<0(C)ii.0(0tsciLLLCts~4~Llialiilv soi7lE<oervRev,iMtJS.OJVE(C)IU vvotoe>>ssLCTilia
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Revision as of 01:07, 8 July 2018

Drawing 12177-791E406TY, Rev. 1, Elem Diag Reac Man Cont Sys Sh. 29 of 34 - Nine Mile Point Nuclear Station - Unit 2.
ML17037B145
Person / Time
Site: Nine Mile Point Constellation icon.png
Issue date: 04/08/1981
From:
Stone & Webster Engineering Corp
To:
Office of Nuclear Reactor Regulation, Niagara Mohawk Power Corp
References
12177-791E406TY, Rev. 1
Download: ML17037B145 (1)
v • d • e


Text

I E~'t t IO Ie Sl~till (UCTSIC 1BIO (J ELJ.V DL(50 ES REACTOR a)DLIUAL Doklveou SVS S-.e~=0-~.0 r>>~o P 403 0>>r)E a D I I I Q I I I I I I I pQ)-::-B 0 0 0 D P I I I 0 i(ll i I I J I I 1 I I I I I f i I I rl i I)oil I I I I I I IJ I I LJ 0 C r1 I)I I I i I I i r'~9 I I rl I I I I lot I I I 0 0 I te 0 a 0 0 a B 8 I I L3 I 1 I I Q I I I D 5 I I I I I I I I I I g I D I 1'I I I I ,'Q 0 0 D 0 0-gp)0'))L I I I I 0 0 r1 I I I I I I I I I IoI I I I I I I I I IJ I I LJN 0 f I I I I I I I tl I o I I I I I I L 0 r1 I I',ll i I I I r'~l t I I I I lo I I I I I I I 0 I I I Lt'-rt'D i r'0 4 L 4 Lr (i'0 a 0 5 0 0 5 I I I I I I I I I I I I 4-(I I Q I I I I I I I I I I I I I I I 0 I OQ 0 0 I Q I'P I C3 0 0 0 0 0 r1 I I I I I I I (81 I I I I LJ)I I i I I n I I I IJ I 9-r/0 1 I I I I I I I I lo(I I I I I I I I iJ I LJ 9 0 0 I I I Ie I I I I I I V 1 I I'I I I I I rl I lol I I I I I I)J I L J 9-rr'0 r1 I I I I I I o I I I I I I I IJ I LJ 9 0 0 0 10 0-qp La'i I I I D D 0->>I W 0-4 I L---gp I I 0 C I I rl la I I I I I IJ LJ 9 0 0 0 I)0 I I Iev I 0 0 f I I r)I oI I I LI L J o I I I C 0:-;0 i'C 0 2 B 0 U r1 I I I i r'~9 I I I lol I I I I I I I Lt)t L J)tl-r(L 0 0 I I I I 0 V I I I 0 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 I I I I I I I I Lg 1 L I LW-J a 0 0 D Oii(11(CD~l'll V Dls>>ii 144E(0 11 all 0 St Ee*0 0 il(~Vs)I CO Itasl r->>,X, IJ<>I>>)I~O(I (I II L-J I (L Clots rm1(J I I I 0 Lr"-1'1 I 1 I I~I I I I Lf 4 I I ol I~)0('II'I i L-0 l ()/0 JLC t~r 1 l)'-T--T-J I I I LJ II'A-)3-((-5 A r'9)4 0 STOL 5 i(ESSTEO E40(i(EER'40 COO JORJT)04 NINE MILE PO!'(T NUCLEAR STAT(QN.UNIT 2 NIAGARA MOHAWK POWEA COAPORATION J 01)tt (LSTRUCT'QNS TO SUPPL(cR (E2)0 APPAC D 4 APPRQ)ED AS RE(SEO'ELEASED FOR FASRICATIOD(RE EASED FCP MA)'ER JL PUPCHASE SUPPLIER TO RESUBM(T O N T P='/ISED PR(NTS RcV)SED MICROFILM Ao 1TURE CARDS FQR REVIEW FQR RECORQ NQLC REQU(RcD (~NBUlF CV~I Ei)J 1 JR IN 0(IMJ (04 ON'RETUR'I TO Si)>>PL'ER Vof JEOU(REO l)4 C(O l VD I 0 0 L 0-5 4LC-0 NEW Dtl'ai iuI(l'DES)GN El(GO(EEPS DATE STAMP(D)OUT)N(T)A).S OF SELECTEO REV(E'AERS SE~SeeI+RESPONS,BQ ci 3(NPRP D)YE/TAMP gE2)SUO RSEOE5 St W FILE 40 (E')(ll I'Sa-I~'o'o'zoil'4(o 1 MJRKS(C).V (O I~CLLLLC(ts~11)J alta>>l-e7t'5 MANUFACTURER'S DRAWING DATA FORM RESP 34('14')9fCS~~SSkA~

RESP DES ENS.~Res (NSTRUCT)OND TO DESIGN (El)(El)(EI)I.O'.L P.S (NFORVAT(ON ONLY PRC)SiNARY LAYOUT PRODUCTION STUDIES Rl C RcV(EW AND COMMENT F.D FINAL DETAILS NEW REV NEW REVISEO OES)G(4 GROUP ROUTING (D)l)0 U f E REDU)JEO PONT MAC OVW ARCHITECTURE CIVIL CONCRETE STEEL BU(LD(NG SERVICE)NSTR)Mc'IT M E C HA N I C A L DATE T DES'G,'t AEQU)RED RETURN DATE (C)DES)GV ESCAPEE(2 S DATE STALIP (D)ls~.I(0(l~0 Sce cev~~~so.0 4 s)cs 0 DDLLV 00CLJT CCTMLS Qt See oevs)L 0 sv 50 coe 5(STEM 51 JT)'5 0OCUIT Cev>>LO Qs see oevsiu.a 5)v eo see FLE euoo(oso Sll tsl'Iles (cliff CJ 0~it LDD l~Ov~~Sl CI~l ifs TO CJL(I t)).E Locjt DIS.SM Dt(4 4 l tol aDD Dsf1 it>>oat CLLD 0>>ls>>l DE)4 LL 14M Ol till lt~I C)01 II~1 l)M 1st p.Jov(~S>>tK(to lo LLL CLJ" lve 1 lt Li toilo'ii CD)I fo~'1 I fi~)I~~1 (0 1>>1 I II)1)I\0 I I 5 I I~I QD COV(Cf~10 I Iii st 01 iii~11E i(SED~1 I E SD)4)1 fol ttV Ovll (iio CD(iii(CI(0(I lo till i(01 (04 CstD.I As oa i.c ic 0 eav<<occ 0 59>>o c vcc c 4 T 0 JTDM.Qs'cs l UDCJ(04 100 0 4 VCM(MV CJDD1 LLD~sloe(L(lD CDL'clo~1 Dt ill)I)0 1st~Ii sil 11 Jat I(OI S>>OV>>4 Dl C~I Elo E 00 1 01 l Dl Di 0~I~C L DC(JDTL LLJI~CACYU V ll I)0'll SO PRC AP ERTURM CARD I (1'4>>3 4 C"Da 5 1 EOU'P IO Co E (ES AREA DE LVLTiG I (4~.ss)COCES(ii)ta-aol MF()5 DWG<<0 (C)ii.0 (0 ts ci LLLC ts~4~Llialiilv soi 7 lE<oerv Rev,i MtJS.OJVE(C)IU v vo toe>>ssLCTilia

~L a)i.~)f 2177'00 PIPE SUPPORT STRESS MACH)NE DESIGN/VESSEL

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