1 - MBTA.com
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1 - MBTA.com
. . --- -------------------------===~=;:~. ~.~=== ·-zf· :-:~~~===~----_::_-----------LH<IIII-ti t- ~-- _I I" 'I 'L.- >,\<:".f.'_~ p"n_..L,••, '.1" • -fn. ... l4 I I W---- II I.. 211-8" Roil-l ,e Till, 101-0. H. I -----1 191. , " Bonded '"IUI ...d tlola' ----.. - 'H1 _t.1.II ADM \+--11 TI ••• II!.O·••• Pl., Rail TTL iT I I I I ~ ~_ la"a"·_~.. .......'.,. M'n.-32· ..I~ For Hand Thrown. SEE 10 T.O. t DWG 2102) #- ~ n".I~~~ tTl ••• 11'-0"•..-\ 110.111 Rill FROG TIE PLATES REQUIRED 1...,..4".11 8 - ~ \'--'TI... I5'-o"'" Frot- PI.. II1II8 I r- LSI'-o"IIoII I 10 - . "'-0·•• --\ .~- I. TI •• · . 1~FTIO l-nl5 l-nU_I.... 1m§. 1- Stoelt ron. ,1Id . ._ poio,.... til ntIII_'__ l-nt7_ s- U' 1tOCII .......... - 4-FTR2T_1f1ld 2- FTUI 41 ..____ .. 1 _ ..... _ Total ......--"r 1:> I.Slo.. 10- AII ...... ...-.. _ _...... *lU." ....... oo'hlaplan,._ .... __ iSlIOI .......IttII.,'....._ t. flold ••Idld Join" ••dii ••, for In the field, fbi, •••t lao. cut _nufoct.,,,. f-lated Jo I",., Whan roll,.,. ....... i ... pmld. ,.,.. rlc•• me"ded " t •• f. -' , ................... .,"" ""'...."'.......riD .... ""' ..... _ _ • •,. 11_ All II. pIet•• to 1M ..."'10'" _Old ouopt. fro, 'is pIetH .....u.... "'''" • 12- Roll 1o","", .... co.....d to oUow • t.p to, t ... poro,II, "Itil'lt Of ,he ';-0"- .....- ~.'-O' .'-O·~M.""""" ~ 'i ., "" 1•• '.liS, Indicaka Factor, ,........... , ....... In.alote. _ .. , . , _ 21S1, .,Ief _it . ......--... 1 . _ ooIiS ......hId by 1M _ _• ...!..-nn5 5- ........... 0 ... 1........... ,., ..... tilT. .- ...tcII .... NtI..... I............. 2187. e- ....1 .ION ... per PIn .............. jo...... • 10'_ ".... _. joIoIo. 2 -FTRH * I"'...... t- '". 10" HI.d .'oe.... II,.,,," .·111. T- To_' ...........1t........ 14 .. ,.,,... 2340 8- Vwllcall _ _ _ _ .......... - ... _ I-FTRt7 till. tIoS-... ..... 2326 I-nit till _ I .... " . ' _ " ...... 1_ ....... ,oIatt 'Of A.It .. I.A. Oetoll 5100 ••• bOWft Oft , . . 2ta5. 4-..., _ _1 . . _ LEGEND II-FT27 '0 '2 :or"'" i ~ I-I-f.e ....... J..I..LJ. I~ ,'_," ~I-1 --- T' •• ··r" fit' ,"_110.10 ttftf~0+ . I I? ~ ~ ".at Pia, hi... ~ 32, 6Lit " 92 "I'. -I- 8"--j II I • ~ lor - - - - tor ..Idlll twMut RAIL END DRILLING I (j)~ ~ • OFFSETS FOR NO. IS R.H. TURNOUT ,:~. 2152 NO,I5 WELDED TURNOUT TIE AND RAIL LAYOUT ~~.~ EN8INltRIN<t OfFICER ,.jlft r . . il _~ I . -~ Pt.of SwltGh I I L ••• '" ~~~ 4 • -2-f I 20.1." ---t . 4 -2 PI, of Frot l:=..-9.122..... coo lS'wen Bonded Ine.I..... "Oint Plul Rai I <"?- .,.;:". T lII"er ' " 1...._ .._••'1i"-OROIi .• I" 39'(t6'-6·~~1 -0"RO'\ 11 f.IiO'j.O.'(l7'-'~"l4'·f~'~~~J·Gm r a':;RcIiI "" ... , ,.... . [2:'-~:.'~ ..... T\r T T T T T rhrf'TIiT TTTT J TII II I II TT1111 T 1 II 8 -6 Tin I I I -t-r.L • 21'-8 01 I• T ~ ,. 2~ Mochlne Dowel.d ( 9 a 10" Head Block, I\ II TI",111"'0".a.~ Lllt-e"londn 1••• lottd Jol.I Pia, Rail ~... Turnout Only For Mq!ld Thrown ~I' #< '0 T.O. bWG 2102) rv 1- Stoole roll" 1.ltch roll, and all roll fur ....h•• with the hUht .t ...... to b. full, "I.t treat••• 2- ...tGII: POint, A.R.E.A • .,.... SIOO on 1151. s- U' ttook raUl or. to 1M uautout . , shown Oft 'hl. pkln. ,1'. ~~:. "'Y- .r. fr., ,u, ....t •• cut t. ,r.vl •• .M. _I S.. Roll En. •• ,. .,-U,ulercut _ Hoolof SWitch RAILS e... ... ----1 --1.1!t-- SuRaU End Drilli•• ~" 28'-0" _ S,,'''h A•• ~/ I.· 0·-22-n.s II" ,.c ........dt. tr., tM ••Ier lilt "'....fa.c'.r.'. , f::V t'- 7 ,'- ·f V 2·-lIf-...... ...... V SfH"' - LINE7 /' I'.+.\' -IVs"4 1 !:.J fi -: I f ... , :t-.~- GAGE L'NE ALL OFFSETS SHOWN ARE TO GAGE LINES _......__. _ - - - - - - - - - - - - - - ta'-4r 2.0 1"0. 20'·0" .,/ • L8'-,- T'.. _ ! Indlcat.. luulat.d Joint. With" Openlnt· ~oi.t PI .. "ail. ," OFFSETS FOR NO. 15 EQUILATERAl TURNOUT -. ; the IM'ol1., 2 Pol"t of Fro, ~:I,':n'\'=:.:s~doD!k .. 28.511 .... - .. f! Indlc:ote. rail. futnl.b •• '" Indicat.,' Factor, A"'l'IIIbl •• 80nd,d 1....1.... "",1.= 00-2.2'·2.a.5" ·:.V #: :::" ., Tt" 171..0··••• Indicat•• roll. furnl,ht.· by tht manufactur.r. (LEAD) 201 -0" t'- ... ~ • "Swlte., 111'- 2i -+-- l ~~ L._.,.,. ............ .L ...... 59'-0 Roll I, - - . - Indlcat•• 'Jol.t' to be flel .......41. .~." HH'Of SWItch All 1 Swilo. o ," 0 -22 -n.s" J I J I LEGEND ~ f,~ J II ~-.---.l ~._ ..~" • Tt•••13'-d".'~" "::12 GAGE pi.'.' ~ -- - I GI:~ .A..... ou , " ~'-rI'~ ...._ _.t--'-'5'~ UNDERCUT STOCK Point of Swftoh 1.a' ,"T - --[ I~~ - i ·f 1 3.' StOCIe fitall 25.1"501 Full Undercut Drill In,,! -:.'''\ .I- 1-.. Iwltelt la-All til pial •• to be re.n, ••tly f •• t.ntl •••• " tI. on. I •• ,d rott •. la-Roll ••• c~~p.t._ "0110.0 I., fll' 'o .. ,warll, Itoltin, of '.0 fio'_ •• I'ed Jotnt ••• dfi ,I, for inaule'H jolntl. IOU, .n . . I,., to ttl. fitld, i .L Hoo' of Swltch- to 1)11_ drill lI"t ho" ..........",. ,t"l 4 2~"'0" eMned Switch no." .... t lhe flnt bol. It ftot to Itt .rm •• bltht manufactu,. r. lo"allor ,:1 PS 4":"80,. plat•• 0-6, 1-8 and 2-8 .. per pfan 2157. 5-Swltoh pia ... Nn.' ••d I-P at per plan 2!S7. 6 - For turnout plot.. behind heel. I" Plu 2340. 7-V.rtICClI Int.lot.d ,.ItDh rodt .nd aClJUltobl' roob, all" ,tntrall, 01 per plan 21S8. 8-H .. ' blookl o. po, Pion 2aso. 9-For .. Itott dttaUI . . . . Plan 2IBS,,,,.dlfl.d .. Indlco•• d for Oft e •• noterol. 10-AII ralla,',.okldl.... ,.Itob nlU" to lit drlll.d .$ ,bown Oft t.hl'· aht.t, 11- 8M Pia" 2100 for Itllt of ..... rl.IL 13'-S"FlIIlueHrou. ....ot of _ _ I(' ,'II r8·-0· .,.d NOTES I L Is··sl" Roll ~ .."- -10 TIM, 1:!.dH~ ;-; Ii! • ".a_Roi\~ ~ 4F lfi:n IJ< 50. Il0l' Eo. OrR"'" ---.. II, p.,. I nt of Swltoh PC -', L 58'-3ti R.I, ~ T T T __ ...1-1.+ ·t .... V v-·.. .Ii! l! oi ci 4·1('- V DRILLI NG IO'-~ ~ ./ ./ RAJ LEND ~I,IIT'''. i:r:Sf7" 7fT.. ", ood ~4"4i V /Q\_CHUIITTS \Ii5::N o:.~. 2153 AnON I NO. ,I RaM F' :06 NO.15 EQUILATERAL TURNOUT TIE AND RAJ L LAYOUT ~)'.~ ENGIi.n:RING· OFFICER ~- , i' "~ r .. 19'-6" Bond'" II'I,ulaNd Joint PluG Rails Field C.t to Fit ".. ' rrrr-'·"'-.ofl~ir'" ,,",~of· Ir~Tr ~. "'-of· l1~n L . . [a.a'TI.. 22il_ 11- I I I I I I I -\--: I~ _ H+t.,. m'TI'"'T"'!'T+llllll+-I--l---U.J11111r 48 ~ "·TIO.' . i. -t Poin,........ -; Ir- 1 1 1 .l .l II L 52-3t 1-3'-0" TRACK CENTERS u·m--'I.. 'et···-··t,~clOti l2~F':'j"--"" Itf..···n&··., I I f- '·'.·T~ ---, !I I r I . /" I I ~ .r"""1:.-," 4' - ~"~:ttlllllllllill I =.. I 1'0"144 . II p...+;.+.oi I I I I I I I II Fr09 II i MIit't:, i +++111-++11W-t-III1.U..111: ;'1 111111 j.o. I~ 11111111111111111111111.111111111+1 11u_ III Hili ," .._... _ r-,/I 5".'. 13'';'6- TRACK CENTERS .l • '"'I Aft,... 3--49'-01 .... u.· ,.1_8· fI'-4- "t-- Totol L.afIIIt. LEItGTHS 8-0 12'-6 11 40 32 22 24Q) .S'-O" 40 32 22 24Q) II'-e" 40 32 22 14Q) -0 .1_4_. . NOTE: Tim'" ta,out .bown it for ...ot trock canters indicat... OU••r t,.k ......,. f.qui,. odju,tln, ttl. timb., leheh,•• nd tim".r .pacln, at , ... iract. TIM.ER CENTERS TN Le",tn • 10'-4· 12 TI ' Ilf TPOlnl TRACK III T SWITCH TIMBER FOR A CROSSCWER turnouts ond 'holl bt ,,,pplltd by the in,tollt'. ---rr:z-!1·'·r"·"~f~1 22t ~ 1a.ITi.. L- 12'-6" TRACK CENTERS Ralls .bown dailled art not fur.I,IIi.d wltll th Ioo"trl" -.-.-,C'-= titit . .. , 2. Field ell' to Fi 1 ~~!ulllj~ 1111111 ~ 11111 HMII ~ 111111111 tl tlrtnnHr""':~~~~~~'~~:=llY RTTi~ RtTt,~ ~ r rlJ JIll 44'-91-." Plu, Rail,. . '. ~ II 19'..," Bonded Insulate4 .JOint I" 59' BOftded In,,,loted ",oint PI .. , lIIall, Field Cut to fit f ." 21'- O"T;"- .• T- :1- / ~~. ,---;;re'.','" - - I... I 12·Tie.... . . ~ 1. 1.1 rl1 ±liE-22t" ~ '-fPol" I !:! 10" - L.·-.·TI.. z...,. ;! _ '0 110 .l. La . t fll.-"H I I I I l,o·W~ T~W 'i!tt1tmttttfftrm11~1tttR=H1=nnUUJ]]f+f. tj J;1## 00-". ''''''''-'01' l'fflil,~::rn~·r"· -'""'"'-1' lii1=1 L (j) T .S-iJ' I""iitO' lit 0 ~ IWIIACHUNTII ;:!QIlORTATION AUTH~ - - 4S - - 4. 65 I RAILROAD :~. 2154 OPERATIONS 0 ... 28, 1992 .RUt: CIA'" t2'I ~ItI'J,. NO. 15 CROSSOVER TIE AND RAIL LAYOUT ~!'C .. ~ ENG!~F~C£R va?u:Zt/ CHIEF ENGINE£RING OfFICER r---'" "frO] ~ Wl!J WW1i rn w~ W00 ~ Point Of,SWI:Ch===--r=lT 22- [ I 8-0 .. 'I' or ' " '!' 1 at 20·c.-c. (11'-8", ~fI~~ not .... than 4f' ~'" or _ . than po:...: 5·f-'""I-t--I-I Q) J., I I I I I 8 ot I en 1 : 'e i'1 iI ~ I. I [ in ~6" stock roll thrOU9h tide J Switch An,.. planlnQ. zii i t j;-Point poin' roil" ICIIIIt os adajactnt a.. a.. IL-oI kn F-t~ a.. H ~ ~ ~ I~· ~ ~ ~ ~ In: ~ 39'-O"Uncllralt Stock AnQI. " ' - tCHtgtllts at Roll L..- Hltl of S"tcll' 1·-32 '-51· HttI Sprtad .Sf' PLAN OF RIGHT HAND SWITCH LAYOUT '''''UJli''''''' nutg ~1O"~-+!S~o"-t6"15"t-'5.-t6,....15.-t6"t-15"--te"t-15.~ . DetaH ' .. 0, I" I', " " t, * .' 3·-5" • L _ " - halls c.ptntcI fclrcasOtpt. o ELEVATION OF SWITCH RAIL I i-Pt.ot Switch r I ~I ~heel :3n::ltch 39' STOCK RAILf&:- 4 lIZ" R ~5'- 1I~2"-FUII Underciltj '. ;""' 5·' 0" - 39'STOCk RAIl.; ~. p..cI5·-IIY2"-FuIl .. "!.-Pt.of Switch ~Bend 01 !g !2 rOmit unless 5",;!I"II, . " " " , I ~___ -~ . 0 • 0 j REIN FORCING BAR I I.::;:r -C:' "i4rJ7f"'/ZW/'zw~ i~D SEE NOTE 8 -, ff!!!4111 =101..:'-1l1li+. ofbartolMoutof~t~;o-V-I-.-i\-·-cle-a-ra-n_-~-'----""·J-9"!y:: 1 ~ ~ ~, ~ ~ t-=-=- [h1 h:iI l-:;;i JW...I 10 91 E;;] I~ t;;:I ~ C1 I I~.. 8 ' 6C~ N 10 L.-- ...... ~ BILL OF MATERIAL I - AIIr ze·-O·Swllcll ......... ,I-R.H. . . . . . "'I-L.H._,~ ..~ rtl..lalcII" GIld . . . . ....... 1Ion.en.- PI I- ~ .L.. ~St~ Ii., AlIi F...... r Plat•• i NOTES Rail End Drlllln9 S•• CURVED . STOCK RAILt OFFSEli... .......... n' C Top of Stock Rail :---.r-:::.;:;4;--~I/""l)-.-,,-,,__ .~ An_ i~ Switch oo..~ -47" TURNOUT INFORMATION Portloll IfOla.. r- Undercut _..L __ STRAIGHT STOCK RAILt ., rt" ,~: - - Undercut "1-BoIts.exCipt os marked ,,3· Rivets 4 Grind to lharptdglt 5· lii Dia. .. , \J..AllII £~ DrllnnQ TIE and RAIL LAYOUT • '4'-6'~ I 4' ~, .I ...b'"i J..w'4 J,:"I -~ ~ 2 - 39'-o"Undlrat S*" RIll... 4-lnsulated V.rtlcal Switch Rod •• lwithboslltt. S.. Plan 2158. 2 - Httl Block ~it•• campIttt. S.. Plan 2350. 3 -Insulated Gatt PIa.... No.O-G.No.l-G ... No.2-G 8 - No.1 Adjullall" Brac. Slid. Pia... 2-No.3 • S.. Plan 2151 12-No.I-P Shoulder Slid. Plat•• 2-No.2 • 2-No.4 • • 2- No.SH He.1 Plate',I-R.H.ond I-L.H. , 16-Ac1ju1ta111t Roil a-.,·RtllIi.nt Type,compl.t., S •• Plan 2352. 4- Swltcll Stopa. See Plan 23eQ. 8- Adjultablt.Rocktr CII .. for ~cal SIIHcII ..... SeePlan 2158. 28 - Tumout POck,t Plat" with Welded P,. ...d st... Sllauld. . fur RHIIl.nt ....... ,. Plan za40 F 1'-S· L_I Rail 8~O'1 I.... h'"'l ,...~~ 0 12'-0· Top Cut Stock ~ JftYI Z 12' Headblocks (Pow.r Switch) of Switch .. . 0--44'-41· PW Point .. b:;j r.;;. Ir; ~ l.t I0:-oI ml1 ~~ ~ Ef I~ ~ ~u !U ~u r ~I'-' !i!1 I ~ ~ ~ ~ ~ IU-!- H h-; rn i"., -~ ~~~m ~ ~l ~ -r . i U Alip web of IWItch p-. 33 oUO·c.-c.· lOt g" ·5T I Iii I ('I' I Ij I' ! _ I l . l.iJ ~ -a ;JJ ~g ~~ l(:j ~kHbl ~bDk.gkl~~ ~Qill ~Q I.lI r. ~~~ rt - 19fC~-C.(l3'-0·' ft'.J -.511." 1/\ END OF SWITCH RAIL (SIDE VIEW) * dia. t ,-' CD bolted ® w.ld.d If + - T tilrnout turnout 3 - All bolts lliall be dlpptcl IlIiiiItCIIoaIr lit..... 0"""",'_ till. aU ~ . . tharCIUQIiIJ coated) In IIr.a ... 4- W'" ordIrIII9 a LAft .... SIIIIcIl , ' ' ' ' ..........1 !I-For IIook NlI", ..ltch ant"', and offu•• for on equllotercl-I" Plan 2155. I-All ralll,mcludlnglwltch rall.,lo bedrl/led o• • •n on thl. pl••••cept, tlia flnt lioii I. not 10 be drilled by ""rtr. In.ta . . to *111 flr.t 1101•. lit..,..... ...... (j) T 13i' 6"~6" I-- of --+- ," 1- TIiiI pian I. for u.. wlthA.R.E.A 1_ _ 1IItd 1IandonII .... IRorJl5 RE Rail. 2 - Stock rolli, .wltch rail. anti all .upptlld rail to b. fu lIy heat tr.ated. @ RAIL END DRILLING :::SACHUSETTS TRANSPORTATION AUTHORITY I RAILROAD O:O~. 2155 OPERATIONS • .__ .. __ ._ ® ISSUE NO. 26 1-0" CURVED SPLIT SWITCH H 5 OR 132 R.E. RAIL - INSULATED SWITCH POINT DETAIL(A.R.E.A. DESIGN ~IOO) a UNDERCllT I/:a~ CHIEF ENGINEERING OFFICER t 't r" I' ''''~~~-" .r.ol- -=-----:.=_, _':""~]l~lt=-~ __- I~" Wall 8 .,.. '~ Thickn,.. 16 _~" , • "'•!.....;,I=-__;-=---a: _ 3°- 49'-06" Frog Angle -I J.1 "~ ~_~-_ ~-!~ 9'- ". {201" 10'-4" Placed .... - 0 f.--.oi' "f '>=-;::'-lii'~"O-r_ "" ,...= 1-8: ~ <)I I-~ ..." It) ..... lL._ lI.. ' 10· ~~ _ ."._ 10: - " .- t:::~ ""_ ""lLi:L!II ,...- 0- PLAN 6" Actual I" PoInt r Paint of to T t ... ·r t.. Ii"spread 510.,. lower than bindin9 ,. I!S" Cl: 0: t!; -.I I TOE FI LLER BLOCKS I I 1- This ptan Is for use wilh A.R.E.A. recommendecl standard. 2- Woriunonalllp and motertala,lncludift9 beveljn9 thall be per current -A.R.E.A. Specifications". 3- Groove for bond wi,., sllall ellttftd 'rorn end of f,"" bloc" 01 leasl 10 center line of ..cOlld bolt 4 - All boils used In conslructlon at fr09 and switch material Ihall be dipped Immediately before applyln9 (so that all Ih"ode ore tllarouO'''y cooted) in grease manufactured 'or this purpose. Marie for f'workln9 painl Slape.L·ln~· e e SECTION AT POINT ... - lor 116 III 152 lb. RE Roll, Heavy Wall Secllon. 4 !So head NOTES 5ae Note T ·Top sur face of fro 27" 32'R t!!o I N 1-- In 6- t!> ,...NI'- 13*"----:l at 9age. Namlnal Tread Surface are i'dawn on roll c~ ~f,~ '" :I NI'IN Cl: Il. _-=-_-_--'\ _ ___ _ ::::= '?= "J: It) ~ I'I-~ NI'IN I-Il. Spread·s~.hown I'!I___ .J __ _ • ___ -" z ""'" !::i="" ~1f)'8 to Center_ JiiI --'-;j.ttJ:nJIC:o-~~: _= _ l'~C~=--~~>' "" , :W=-bji= , 1<>' I" 191 Cell.. , _fiil 011 6' " Spreods shown are Tdownon rail head ELEVATION OF POINT HEEL FILLER BLOCK ~.- When fr09 is to be used In bolteCi 'rack, the fI,., ball hole '0 be drill.d In 'lie field by MBTA Force•. 6- Catlin;, to ". ,.plcsion hordened, wit" to. and "'el arms. 1o be fully h•• t.d roll •• y-Beveled Headlock H.T.C.S. Boll SECTION y-y SECTION A-A SECTION I" FIlii", B-B ~ (.y .;:i ~ N II) SECTION AT 10E SECTION C-C AND HEEL END OF MANGANESE r' fmin,z"mo•. wh.,.,aillo•• ,I",,0"3" Taper'IeClf'hio ....... lrom2·,ole In 10" ~ . • 3- :a. ~. - - - ~i6R See Note No.3 --.;""ICD ", ~ S.. l'4at, .../1 If) / ~ , 3 1" i- 6" -+- - 6" -+For bolted track I- - 92 ---..J.- 6· --i-For welded frock RAIL END DRILLINGS SECTION D-D 7, - Both FT and SAS Plates (in parentheall) shown. Furnish SAS Plate. unl.1I otherwise specified. (j) T RAILROAD DN~~' 2156 OPERATIONS oct. 28,1992 MASSACHUSETTS BAY TRANSPORTATION AUTHORITY ISSUE DATE ® ISSUE NO. No. IS RAILBOUND MANGANESE STEEL FROG SECTION H-H FOR 115 LB OR 132 LB, R.E. RAIL b.~ v t/t22.6Z4 CHIEF ENGINEERING 0 ICER Mark Plate and Switch Desionation and Rail Section on Both End •. OG-260r 39-132 ~G-··26·· .. 13C:: :~:G .... 2f.; .... ;~~:.. 3 t 3" 2'-2.!L fflr IG (S"Notl No.41 ii I" 16 liz t- 2'-2 27 "for2G 32 . '_IN -O-T- ni- L. , ~ 1"- .:' III I or' "- ~rOla,------- I- ,f-. 1,. Round Emeroenev Spike Hole l- TYPICAL ALL WELDS Full Penetratl9" Groove We Ids on pr •••,,(1 St.el Shoulders Full Penetration on R.S. Stops (S .. Note 5) :l~ 'r ): 1I ot ';'110 N N- . _r A Stop 1.L"x 4" x 6 1 " 2 - Th..e spike hoi. . are only punched In 4 0 8" I--t---"1 I a t r g , c:. ! " .!: & 15 Ola. ----.s -""""'1 TOROllnd ~ j I - -O_tee ,., I 5, F.o~ 2-G Plol~. .... '_I_ 4' 2-Gp,'ates "- ~ _. ~ End Po.tfiT:'!C~S" Nale No.3 Fiber AnOle Plole ii Tlli~ Sprlno Wosller •• A,S.A. Reoulor" Square Head 801t dIO .• 'ono. See Note No.2 "r- SI.. I AnOle at Shoulder 90lt end. = I - *F9 11-}- Ide' t "'r---;::~~~~~~-I-I-.!J,..-"2'- !'r' ;;>, ' I I --L .l§: 010 Round--=:;.v 16' (4 holes) I -,1'2 I' --.-L f' 8end Section Here T IS.. - ••. 4 I mile ~ I o NO.SH(R.H.8L.H.)HEEL PLATES - i cl I, ! ' il .,Ii F" ••.• PI...J . !! i I I NO.I-p, NO.2,NO.4 a NO. HP Pressed-Steel Shoulder ~..... ".H'.', ; j Ml~1 I .. 1'2 ," 1"2.J. a ~ ....,. For No 3 Plate~SEE 32 --,...t.., t f , 8 . 8" -D-...L NOTE 6 :: :! These Plates Are Used With 26Ft or 39Ft Switch - NO. I I I ~ I :: j • . . IS" iSOla, Round 16 I 1tr ~- T 8 -0- , These Plates Are Used With 26Ft.or 39FlSwitch _ & !!'fj 22 I-Pi I" -nih 24" HPJi<r ~or No.I-P a HP Plat.. leFor No.'-P a HP Plat.. • SEE I" Fo,.Na.2 Plat.V NqTE 6 'li For No.2 Plot, . _" (See Note N o . 4 ) . . . . . . -0- ,,, I I'a ";'- '12" 3 -0 1'~I32 3-:~'2 _ _ _ '2 b1I,0nat·Ion on d R0 , , 3 2 . . .. I M.ark Plate O.,lonotlon and Rail Section Herl. I 1'2r- If" 9- ~ --L I-GP'ole ~~" Bend 2-G P'ote T ,,_1'"'\_ N SIf R H -26- 132 ItlL!! O-G P'ale No Bend 41 i i\ Thick h Id S ou er 0 '-0 Provide Holes f or Cut S'k PI e _ '0 NO. O-G. NO.I-G8 NO.2-G INSULATED GAGE PLATES ' . I to- ail!! _ N In"latlO~Flber Q)I~ 27'2 1" g" ~IO 2 .. 32 ' "7" •t T Provide Holesmr Cut Spike at 5" Shoulder Bolt (2End. 16 15" 16 01 C!.(TyP) Right Hond I.. :;,;;~ 2'-2~rfOr2G 127 Pressed Steel Shoulder on Q-G Plate only I T 16 .. I it c:. , -. If!..-11-Ii 0 I -+ 7" I 4'- 5is For I-G Plate; 4'- ,..-_....., ~ 0 I" I-G and 3.1 II Pressed Steel 4' Fibereu,hlng "-:1.- ~ I-a 0-" Plate; ---4'-5~ "For Fillet Weide Ut '" ~ - + 7" 12 32. I " 2'-2!!." 32 for O J + II" 2'-2for IG Fiber Bushing itO"I"O.O.x 24' "'(III9(3Re~'d~ 14" ~ Emer9'nev Spike Hole "1. ~ !1 • 3'-6t _____ _ - --i""II' 3'-6'2 "-2~(fOrOG tI 7'· 3i'i I " 11 " I For No.3 I _ T NO.3 ADJUSTABLE B,!ACE SLI DE PLATES T SHOULDER SLIDE PLATES NOTES I SwitCh Plot,s shall conform tocurrenl A.R.E,A. Specificotlonl fat Low-Corban St..t Tie Plot,. ,willi copper. 2 - A" 900' pial' bolls .11011 110'11 A, S .A. Reouiar 'Quore lIIadl and AS. A. Heavy 'Quorl nut •. All boll. tholl be carbon -Itlll .illl medium -carbon steel nuts and conform to currlnt A.R.E.A ·Speciflcations for Hlat -Treated Corban-St .. , Troc' Boltl and Carbon 51..1 Nuts." 3 - All fiber partl slloll conform 10 current A.A.R. SIC)IIal S,ctlon Monual.Part 58, Specification No. '3 'or "Hard 'Iblr"ond A.A.R, Slonol Seelion Monuo'. Port No.178 coverlno "Requisites for Fabricaled FiblP Ports for Track Insulation." 4 - Pla'es sha" bl marked with deep" cut characte,., not ,... than t"hiOh,in tJlI positiOn as Indicated on this pion. '- II-Welds shall be made so that they .do not Interfere with the ,nstallation d resilient fasteners and lIlil bracn. 6-Modify conlour of pressed ste.' shoulder or, shim plotu 2, 3, a 4 to maintain. uniform toe pressure from the resilient faltener •. (j) T MASSACHUSETTS BAY TRANSPORTATION AUTHORITY RA~LROAD DWG·2157 NO. OPERATIONS Oct. 28, 1992 ISSUE OATE ® ISSUE NO, SWITCH PLATES and GAGE PLATES FOR 26!.O"SWITCH-132 LB RAIL ~~'-~ ENG.INEERING OFFICER .. vd.~L CHIEF ENGINEERING OFFICER ,- L I· B 10. A ., ·11· ~ A I· ~ B 14 • * I· 44' M.ach. Bolt, Sq. ut and Cotler Pin. Splice Plate Insulation X I" TSerrations _ Fiber Bushing Adjustable Basket _ _ , • ~¥Jj ', __'-.. _II)I~ ,. __ ~ 11.' VARIABLEl _L. 1*. ~~=_-_".,. I" Ii S e rrallans I" dla.holes I i4 ,. b. ,-.,.,," .. "",h ->l designated at time of order. Dia. Operallng Rod ADJUSTING NUT Lock Washer Splice Plate Insulation_ ~ Fiber Bushing ~: I ~ Insulation Adjustable Basket '4 y,"''''r L '4I"x 22I"Switch Rod ~".1" . .....-16. MJehtnel:lCllt,Sq.I1d.,Lacll. Std. Hex. Nut END VIEW t n:_ _ r INSULATED SWITCH ROD NO. I WITH ADJUSTABLE BASKET ~ I· ,~ A I- B I- ~ I- II A X II: 3" 1-' Serrations L I I 2 I 4'- 4" I 3 4'- 4" I X A B 2'-II·r 2'-10!." 14ji 3'-0~" 2'-IA" 4- 3'-It" 2'-11.- 7" 2'-101." 1212 2'-101" 25" 12- 4 S'-IO" 3'-2·.L' 5* 5'-10" 3'-2 16 7" 16 4 4 4 4 'd .1 ..!Z ,11- 8S84 I" 8' Serration ..... ,~ "",ICD (Fiber) -th -¢-- t ri .} 3" i 1r FIBER BUSHING I" CHANNEL- STEEL ~..!.. :.,j<tl . 2- +2-2 +-2~ 10" "I- 1"1 14 2 1"1 N T 1"11" 2 0114 ·1 (Fiber) 3P 3" INSULATION PLATE FOR SPLICE PLATE U Thk.Head, SprI"9 ,Castellated Nut and Cotter Pin. ~d"h""~ Switch $J,~~Mt~i I" x 3f' H.T.Mach. Bolts with Castellated Nuts, Spring Washers and Cott. Pins ASSEMBLED ROCKER CLIP NOTES 1- All switch rods sholl conform to curren I A.R.E.A. Specifications. 2- All fiber par" sholl conform to current A.A.R. Sional Section Manual, Port 58, Specifications 13 -Hard Fiber. 3- Each switch rod .holl be marked with deeply cut I" . characters, not less than 2' high, with rod designation and roil section. *4 -No.5 Rod is not required for turnouts with solid heel blocks but is required with floating I.. .-----rr 6'~ 81"----1---..1 ADJUSTABLE ~" a_IN 13" ii -. .L Serration 3a. Jlfr~T ROCKER Cli P 211~ I" 2 ,• 92 . • SPLICE PLATE heel blocks. j.. (j) T I. ' t~~!~i 2L".\.2t"~'''1- -Lf~"R - 'onjN. t -~ ~"'.-'N I e - =.., CD , --:~., ., 1.~2-r-l-2!~ t"~ I- a"----..JI ELEVATION-SWITCH RODS f;;t4132~- Relnforci"9 Bars - N ". a INSULATION FOR CHANNEL a 5* 32 I "x 5TH.T.Mach. Bolt wlthT ' holes t"serrations I 32 J!. l31 d1a . ~ hannel INSULATED SWITCH RODS NOS. 2,3,4 4 16 I" . •• I ~_y!!#-=-_~ IOH2 ," .1 -WIL , :y .% ;pJ ~_I.t-- ¥i" • Insulation '-l."d;'h'··~r ~ gL/.jJ 5'-10" B 4' Cotter "in. r-. ROD NOJ .. J'I'I,o--1'~ 4~ Mach Bolt, Sq. Nut and Lock Washers Splice Plate Fi Der Bushin j r .1 U, II tk".IIIu1. M@hO. , MASSACHUSETTS BAY TRANSPORTATION AUTHORITY RAILROAD I OPERATIONS DWG. NO. 2158 Oct. 28 , 1992 ISSUE DATE o ISSUE NO. VERTICAL SWITCH RODS AND ADJUSTABLE ROCKER CLIPS OR RU t/a 2 '. fa", 2S'-o"swrn::H -II 5 LB. ~b.J?~i1 ENGINRiNGOFFICER - 132 LB. CHIEF ENGINEERING OFFICER NO. 15 TURNOUT WITH FLOATING HEEL BLOCKS BILL OF MATERIAL REFERENCE PLAN NO. DESCRIPTION QUANT I TY 2 PAIR 38'-0· CURVED SWITCH POINTS COMPLETE WITH REINFORCING BARS, CLIPS AND STOPS ATTACHED, FLOATING HEEL BLOCKS 2350 2 60'-0· UNDERCUT STOCK RAILS 2360 3 INSULATED GAGE PLATES lNO. OG, IG, & 2Gl 2157 10 NO. I ADJUSTABLE BRACE SLIDE PLATES 2157 16 NO. IP SHOULDER SLIDES PLATES 2157 4 NO. HP HEEL PLATES 2157 4 SWITCH RAIL STOPS 2350 AD.ILI.rABLE ROCKER CLIPS FOR VERTICAL SWITCH RODS 2158 INSULATED VERTICAL SWITCH RODS (NO. I, 2, 3, 4 & 5)) TURNOUT PLATES FOR USE BEHIND HEEL OF SWITCH (NO. 15-2 R/L TO 15-8 R/L & 15-9 TO 15-151x2 2158 16 RESILIENTLY fASTENED ADJUSTABLE RAIL BRACE 2352 I NO. 15 RAILBOUND MANGANESE STEEL FROG, COMPLETE 2156 26 NO. P27 SELF ALIGNING SHOULDER TIE PLATE 2328 10 NO. P31 SELf ALIGNING SHOULDER TIE PLATE 2328 4 NO. PR27 SELf ALIGNING SHOULDER TIE PLATE 2328 6 NO. PR31 SELF ALIGNING SHOULDER TIE PLATE 2328 2 13'-3" MANGANESE STEEL ONE PIECE GUARD RAILS 2302 2 19'-6" BONDED INSULATED JOINT PLUG RAIL 1340 2 78'-0" LENGTHS OF FULLY HEAT TREATED RAIL 3 39'-0" LENGTHS OF FULLY HEAT TREATED RAIL VARIOUS LENGTHS OF FULLY HEAT TREATED RAIL AS fOLLOWS. 62'-IOJ-, 22'-9.", 20'-8- I- 10 !----- -s 20- I EA. + 1292 ." SCREW SPIKES 2165 234J . - . 1218 ·1217 62-. ij" 606 RESILIENT fASTENER SPRING CLIPS - TYPE "E" 8 RESILIENT fASTENER SPRING CLIPS - TYPE MODifiED -E" 218 RESILIENT fASTENER TIE PLATES fOR SCREW SPIKES 1225 19 STANDARD JOINT BAR ASSEMBLIES 1322 76 STANDARD TRACK BOLTS WITH NUTS & WASHERS 1332 x 6" TRACK DRIVE SPIKES - ~"""CHUS£TTS BAY RAILROAD OPERATIONS TRANSPORTATION AUTHORITY .THESE ITEMS SHAlL BE SUPPLIED FOR R.H., L.H. OR EQUILATERAl TURNOUT, AS REQUIRED +fOR EQUILATERAL TURNOUTS, CLOSURE RAILS HAVE SLIGHTLY DIFFERENT LENGTHS ••SUPPLIED BY THE INSTALLER DWG. NO. 2160 OCT. 28, 1992 ISSUE DATE I~NO. NO. 15 FLOATING HEEL BLOCK TURNOUT BILL OF MATERIAL ~b.~ ENG11QEER ING Off) etR lJ 2d~ d'/a CH IEf ENG! NEER'rnG Ofn CE~ 170'-4t" I POINT Of SWITCH I' 8'-91-" ~11"-2"" : :I, [,22" 7 at 20" :,. 1 --\l--4to L TTTTTTTTTTTTTTTI ~, L U '" 1.1 I I,,S.!<~h I. II, ,I.. ~ .:. ,I Z6 ,AI.'g~mT.nti-.!Jjl o IT--- I, -~I iCu;V~d I! I I I I I I ! 1I ' 60'-0" Undercu< S<ock Roll ~:~~O;h~~:/or~~ 111~IL~n;±~~,~c~yl Swlt-ch With Electric Lock i-." Pt. . 2d 10 at 19+" I 34 ot 20t" 1:-1 iJtist" 14t", 1 20 '-8" -IT- II 5'-0" V m·", 6 at ,J riT I 8' 0 II • II' 6 ' I 19 Tie•• 9'-0" eo, .11 16 Ties, 10'-0" eo, ;;; L_/- I I ~ Ties 11'-0" eo. 250< 1st" J },f j22'1rl '0 ' Guard ROlli 10" diI J" " " " _.... " : :; I;;; 78'-0" Roll 0.. Q.. 0.. 0.. CL. 0.. 0.. CL. 0.. Q.. a... Q.. Q.. Q.. ;;; 0.. 0.. I \-- I l ~I 10'-4" I Toe of frog L3~_~~e:a. .3 '- ~9'-'RII W· l :o . LONG TIMBERS REQUIRED 1~.O_;..leeSQ. \ 1? ~__See no~e -~~~-- ~ _ 15~_~~e:Q. 14,8_ 0T.1e 11 -- I I Heel of Frog .1 • R U LJ I 13'-3" Guor1d Roll IS'-4" 1 10 Ties, 12'-0" eo. I 1_--- -/ :::; :::; " " " N N N N N N N N '" N N N '" '" '" '" '" <--62'-10i"Roll 78"-0" Roll II -<0-." 1: 3 '-3" ,-20' 2 Qt. .. I. ..\ I Bonded Insulot.ed Joint Plug Ro-Ils 60'-0" Undercut. Stock Ral t ~ · . ..... .. .. I 1 19 '-6'" J I JmJ I riO" '" of frog 21', II at 19t_.. 10' ,-22'-9." 11'6 '0 fO~ He~~bl~~k:' , : e e no e. 1 Roll ,20;2ot" _\.J.. __\ 39 '-0" Roll L~ -~ 38'-0" SWitch ROlle 2'" ::i End oF' ~ ~ ~ __ - - No. 10 ~ =~.~\ i I I I 6" 3t" ·ld S" RAIL ENO DRILLING 11~_~!e:a. Quanti ty ~~ I~:=~" II II "-0" 10 9 12'-0" 13'-0" 8 9 14'-0" 15'-0' 10 8 101 -Heodblocks not shown In tobie, see notes 12, 13 It 14. 16'-0" 17'-0' Tot-a I NOTES I-Stock rep Is, ewltch pOints and 01 I rolls furnished to be fully heat treated. 2-SWitch points per AREA Detol I 5100 as shown on pion 2155 •• 3-60' st-ock ro 1 Is, to be undercut as per P Ion 2360. 4-for switch detoi Is see Pion 2165. 5-Goge pl·cte No. 1 - G as per Plan 2157. 6-Switch plates Nos. 0, I, lA, HP and IP as per PIon 2157 .. 7-Tur-nout places, No.2 thru No. 15, 0$ per Pion 23-43 .. a-Vertical Insulated iwitch rods and adjustable rocker clips, as per- Plan 2158. $-F'I oat 11"19 Hee I block 09 per P I on 2350. Indlcat.es r(li Is furnished by the manufacturef'. ~ ~ o ~~ • J ""I ~~ ~~ IQ-AII rolls, .--:-...., fROG TIE PLATES 26 - P27 SAS (self-ol Ignlng shoulder) 10 - P31 SAS 4 - PR27 SAS 6 - PR31 SAS including swit.ch rolls, to be drilled as shown on this pion, except that first hole Is- not. to be drilled by t.he monufoct.urer. Installer to Field drill first. hole when necessary. I I-A I I t.1 e plates to be res r t ! ant. I y fastened except. guard ro J la, 12-Two 9"xIO"xt.3' Heodblocks needed with switch stond .3' high or less, 16' long wIth stonds over 3' . 13-Three g"x I O"x 16' Heodb! ocke needed For hond thrown sw Itch with electric lock. !4-Two 9"xIQ""xI2' Heodbtocks needed for power operated switch. IS-See Plan 2160 for 811/ of MaterIal IS-Ro I I I engthe ore cOl'l'lput-ed to 0 I low a t ... gop for temporer I 'y bolting the field welded Joints and "' .. gop for Insulated JOlnte. When rolls ore welded In the field, thebl must be cut to provide gaps recommended by t.he weld kit. manuPacturer. LEGEND I I . ;j; • .. ~ Gage LI_~~_~ ei /~ ",' :g, Switch Angle ' ~j.~ ,1G0ge N Lln.~ I h Il,-"-ron.--I t- = 0"-44'-47" .... OFFSETS FOR NO. 15 R.H. TURNOUT ~ Pt. of Frog ----Q- Indicates insulated JOint,s wl1;,h 3/IS" opening. • Indlcot.es -floating- heel blocks • Indlcat.es Joints to be f'leld welded • IndIcates Bonded Insulated Joint Plug Roll !--4'-8t" l'O'~4"l' 16'-4" : 2 '-8" ~ .., lndicotes roi Is furnished by the Inst-oller. ... . :J- t" f-------, j ~~S'CHUs[TTS TRANSPORTATiON AUTHORiTY ~ 7 ...'" .: I RA ILROAD ~~:' 2162 OPE RAT IONS OCT. 28. , . ., (j') Issut DATE les'¥MO No. 15-132 RBM frog NO. 15 TURNOUT WITH FLOATING HEEL BLOCKS - TIE & RAIL LAYOUT ENG'~ iNif orr'D. 1CER I.? ~. va~ CHIrf' ENGINEERING OFfiCER Po I nt of Sw Itch .. I 7 at 20" c-cCI I '-8") 10 at 19t"c-cCI6-31 8'-9+" 5'-0" 5'-0" 6 at 20" c-cCIO'-O") 34 at 20t" c-cCI It') rHeel Block 9" L 1 1 1Ie lOt" Undercut Stock Ral I ~ 5'-0" I r Standard TIe Plates •• I rl n~ 3 '-9t" Stagger 5'-0" ll. 0 z . ~ .r<') 0 z 0 Z . ll. 0 Z . ,. ll. 0 Z 0 z ll. . ~ 0 Z '" L.. . ll. (/) (/)- • 0 z 0 Z If) ~ 0 Z Point of Switch HeadbI ocks See Plan 2162---...1 ~ Switch Angle = 0- -44'-47" o ~ Side Planlng= 14'-7" 132-RE 0 • Z • 0 Z • 0 ...... • :I::I: • • zo o Z Z ~ 60' Undercut Stock Ra I I I9, 9 • -0" Tt es Tie RIGHT HAND SWITCH LAYOUT n 26'-0" Curved Switch All nment 24'-0" Reinforcing BarsCBoth Sides) o ,. SWITCH RODS No. 1----6'-0 .. long No.2&3--4'-4" long No.4&5--S'-8" long ll.(/) .1." .I.~~ I 10'-0" Ties for No. 15 Turnout see Plan 2162 Id~out 38'-0" Curved Switch Point ~ ~ Switch Rod Locations I Heel Block CFloatlng) Plan 23S0 Spread = ST" Angle = I· -32 '-57" "I" 5'-0" • I• 5'-0" 1 '1 5'-0" -I 11--1 =-.J ~'4~' I I"''' 010. Leave these holes opened for C.S.S. Dept A'. 132 lb. Indicates Joints to be welded For placing of special plates 15-2 thru 15-15 see Plan 2343 I' ~5'-0" ~I~ 5'-7" .. E levat Ion Runoff' - - - - - - -.... dla. H.T. machine bolts with square nuts, spring washers f" Screw Lags are to be used In 01 I plates within turnouts and +" cotter pins. Hex nuts at rocker cl ips NOTES ELEVATION OF SWITCH RAIL "R" = t"dla. rivets. "S" = t" dla. machine bolts for stops with square nuts, I. - This plan for use with A.R.E.A. recommended standards for 132 R.E •• spring washers and i" cotter pins. 2. - Workmanship and materials shal I be as per current A.R.E.A. Specifications. 38'-0" Switch Ral I of 3. - Gage Plates OG, IG and 2G as shown on Plan 2157. 26'-0" Switch AI Inement 4. - Switch Plates Nos. I, IP and HP shown on Plan 2157. DWG. MASSACHUSETTS 2165 5. - Turnout Plates No. 2 thru No. 15 as shown on Plans 2343. RAILROAD NO. BAY 6. - Stock Ral Is to be undercut as per Plan 2360. TRANSPORTATION OPERATIONS OCT. 28, 1992 AUTHORITY 7. - Switch Rods to be undercut per A.R.E.A. Design 5100. ISSUE DATE ISSUE 8. - AI~ ral Is to be Ful I~ Heat Treated. 9. - Vertical insulated switch rods and adJustable rocker cl Ips as per Plan 2158. 26' CURVED SPLIT SWITCH 10. - AI I ral Is, Including switch ral Is, to be drl I led per Plan 2162 for 132 R.E. roll, with the first hole not to be drll led b~ manufacturer. Installer to field drl I I WITH FLOATING HEEL BLOCKS PC first hole when necessar~. I I. - See Plan 2160 for Bi I I of Material. t 12. - AI I bolts shal I be dipped In a non-oxidizing grease immedlatel~ before applying so ~ SWITCH OFFSETS that 01 I threads are thoroughly coated. CH I Ef ENGii'£ERiNGOF'i "B" = I" ~ o NO. ,{/«~ BILL OF MATERIAL FOR A Quantity Pair of 39'--0" Switch Points, complete with reinforcing bars, clips and stops attached 2205 2 Heel Block Assemblies, complete 2350 2 39'-0" 2205 :3 Insulated Gage Plates (No's. O-G, I-G * * Reference Plan No. Description Undercut Stock Ralls 14 No. I Adjustable Brace Slide Plates 2. No.3 Adjustable 22 No.I-P Shoulder a 2-G) II II Brace Slide Plates II Slide Plates II 2 No. 2. Shoulder Slide Plates 2 No.4 Shoulder Slide Plates 2 No. SH·Heel Plates, I-RH and I-LH 5 Switch Rai I 2207 Stops Insulated Vertical Switch Rods (No. 1,2,3,4 a 40 Turnout Plates for use behind heel of switch (No. 20-2 to 20-21 ,,2) 22 Resiliently Fastened Adjustable Rail Brace 2352 No.20 2206 2 FT20 Hook Twin 14 FT2' 22 FT27 4 Manganese Steel Frog, Complete Tie Plates II II II II II II " " I, " " FT29 II FT33 II II II II II II 2 " II FT2.9 " II II FT33 II II II * . . . 2 FTR31 6 FTR33 Roll Various Lenaths of Fully Heat Treated 341-0'~ 29~6': 24'- 5".24'-53/16" Rail I ea. 1910 140 15 2 t 7" Lock luu lated Joint Plug Roll 1340 as follows! 1216 Spi kes f" 6 II ARE ASp i kes ** 1210 Resilient FOIten., Spri ng Clips - Ty pe liE II Resilient Fastener Spring Clips-Type Standard Resilient Fastener Tie Modified "E" Plates 1224 Pairs of Modified Joint Bar Assemblies (Head a Toe of Gage Side Bars Removed to Allow Switch Mo~ement at JOint near Heel of Swltch- No.20onIy) 2202 Mechanism for Bell Crank Helper, Complete 2209 22 Standard .lolnt Bar Assemblies 88 Standard * * Cut t Track 1322 or 1320 1332 Bolts with Nuts and Washe,. Spik .. are to be furnished by the Installer. Weld Kits (24) to be furnished by the Installer. For Equilateral Turn out, closure raila have slightly different lengths. Equilateral Drawing (2203). Notes: See I.Turnouts supplied shall be either 115 orl32 LB. RE as specified in the order. II 2.. Turnouts shall be resiliently fastened throughout, except Frog Tie Plates, Guard Ralls and locations where Spring Clips cannot be physiCQly installed such as on turnout plates near heel. II .. " II 3. Fabricator shall supply all material required for the complete Installation of the turnout exce pt switch timber un lell otherwise speCified In the order. II 4. For Switch Timber Schedul e, see Plan 2202. II FTR27 Hook Twin Tie Plates FTR29 4 .. FT2.7 Insulated Joint Allembly II FT23 Mod Ified Hook Twin Tie Plates 4 2302 39'- 0" Lengths of Fully Heat Treated 2326 II On. Piece Guard Ralls 12 2208 2340 2326 39'-0" Bonded 380 5 Steel Plates 2 2350 2208 13'- 3" Manganese Bonded 935 Adjustable Rocker Clips for Vertical Switch Rods Railbound FTR:33 Modified Hook Twin Tie 2. Reference Plan No. Description Quantity " " 10 5) NO. 20 TURNOUT " II II II II II II II II _" II II II II II • FTR27 Modified Hook Twin Tie Plates II FTR29 " II II " II FTR31 II II II II II These items shall be supplied for R. H. , L.H. or Equilateral Turnout as required. (j) T MASSACHUSETTS BAY TRANSPORTATION AUTHORITY RAILROAD OPERATIONS DN~~· 2200 Oct. 28,1992 ISSUE DATE 0· ISSUE NO. NO. 20 TURNOUT 81 LL OF MATERIAL EN~FF~R' ~ ~4/ CHIEF ENGINEERING OF ICER ~ r-c 'II u ""~ l __ - Siding:;: ~ ~ -_ ~---- • 20'-11.1 ~ ~ .. fI) (o-.'S Curved Switch Ton. l I:I:I:f----=: 14'-6~iJ2J2J20.J-20.r20J 2o'to'i2dJ IN-+--t--.,I· f. t I K J II G f E I 0 c '0 ~ r--. 174'-6~· 8 I Main Track -I -L. (j TURNOUT DATA FOR BOLTED TRACK 2 [p.T. 0 f '54'-6.. Leod '3'-'" 0 X '" ::: -IO(\J 0 0-1 :,., ,.,-0' J 4'-'1.: 8 'Q) ~h f '7 i4~ ~O 'It' K-P.c. ., L26-..8 L18-..8 I~ 1-•• A,' 8 I\ 8 ,. 6'4 Hee' Spread •• ~o v CENTERS Toe lengfh- - -- -- - - - - - - - - -- - '3'-1 11 Heel length- - - - - - - - 21~ln Tofol length - - - - - - - - - - - - - - 34.~2· SWITCH RAILS Length- - - - - - - - - - - ---39'-0· Type- - - - - - - - - ----Curved Switch Angle For Undercut Points - - - -- - - - 00-25'-~2" Heel Block Angle--- - - - - - - - 1 0-06'-17Point of Curve (P.C.)--- - - - - - - A t Switch Point , Point of Switch to .l2 Point of Frog-~----154"-6t• t. Rodius-- - - - - - - - - - - - - -3289 ..332" Degree of Curve-- ----------10-44~31Length of Curved Closure Rall- - - - - - 102"-6.1.Length of Straight Closure Rail - - - - - - 102'-512 NOTES X 12'- 2 " 12'- 4 II "12'- 6 " f--12'- 8 .. SI'-O"!''' 8 S4'-4...!.." 8 12'-10" 13'- 0 II 74'-4 " 13 1- 2 " 13'- 4 II 13'- 6 II Number- - - - - - - - - - - - - - - - - - 20 Angle - - - - - - 2°-51~51" LEAD OFFSETS BEHIND THE HEEL OF FROG TRACK FROG- R.B.M. S7'-aJ....." 8 7I'-0"!"''' 4 77'- a .. SO'-IILII 8 B A C oJ: 2 3'-'1.' a 4'- 3'-3!1I a 4'-2!1I 2 4'-4..!...1I 2 4'-sl2 11 4'-8.L" 2 3'-5..!..." 8 3'-71. II 8 3'-91.." a 3'-111.." 8 84'-3 LII 8 4'- I...!...II a 4'-31-" 87 '- a " 4'-51.. " a 5'-7" 5'-9" 15'-2~" 15'- ,," 5'-4~1I 8 s'- I" 5'-e~" s'- 3" a H G J K f 1- The lines of the diagram indicate gage lines. 6'-2i 6'-Su 7'-0~- 7'-3.L- T- 5 S'-4..!...-" a e'-s..!..." a e'-a1.11 a S'-IO" 7'-21.. .. a 7'-4~" a 7'-5J.. .. 2 7'-7..!.." 2 7'-91." 2 7'-7.1'.. a 7'- g1.." a 7'-71. .. 2 7'-9..!..." 2 7'-111S " 1'-1,1 8'-11..·" 2 oi 7'-0 ,. 8 7!...2 " 7'-S~" a 2 7'-4" 7'-a~" 7'-I,L" 2 7'-6" 7 '-lOA.' 8 a'- ,1.." 2 a'-ll... .. a a'-aL " 7'- 5J..2 e'-5" 5'-'0'!" 8 S'-7" 7'-2}" 7'-a" a'-oi- u a'-at" a'-5i" a '-31.." 2 8'-5..i" 2 5'- 2..i" e'-o~" 6'-9" 7'-41." a 7'-S..!..." a 7'-10" a'-2~" a'- 0" a'-4~" a'-51.." 2 a'-71.. .. 2 a '-71." a a'-9.1.." a a'-7..i" 2 S'-gL" 2 2 a e'-2~ " a S'-Jl" Values for track centers not shown may be determined by interpolation. a a a 8 point of switch and the toe offrog. 2 5'-a~ " 8 8 2 - For details see the foflowing plons:Switch- 2205 or 2215 Frog-R.B.M. 2206 3- For welded hmouts see Pion 2202 or 2212 for offsets between the 11 4'-10 J." 2 5'-0 111 5'-4..1.." 2 - 4'-10.}.8 15'-O~ ;, a F E s'-I01." a 7'-01. 11 a 2 8 0 ! , ~ MASSACHUSETTS T BAY TRANSPORTATION AUTHORITY RAILROAD DN~~' OPERATIONS Oct. 2201 28, 1992 ISSUE DATE CD ISSUE NO_ OFFSETS FOR NO. 20 TURNOUT 115 OR 132 R. E. RAI L - UNDERCUT ,,,~A6'~:' ~ £/d;;~ CHIEF~ ... _... =:I'1-4"i: 224'-1It" '1 .~""" 1001 21t.. ..... 11"7'-11") .1~·4 • L... IM·--t· 'I' • rH'-o"""" TI ..... I. nl~t 1" •..•. (28'-0' )----tU~ 2.1 20" I . 18 It "I 01 "ar' •.••. (D2'·0") .. r· II••I • G..... r54·.O·~'1I Il0l1 Loo, .f r P... I .f F ••, I 1" .p .t 1'1. L-G. t47\..1~) ll - :a.'_OIII Rill ,...·-d'1ItII1 tT!" • 1 1 I 'a~~~b':..r:r~::. ~ ~- .... ftt .. i I .r Swito" ~, 4- 'T28 2- ,n17 4-n~p 1100 . . . . . . . . . . pin a201. 2205 4- .......... M ......... Z.. H,.. ' .... "2207 I-.wl........\1. _I ... ...,H .... """ 2207 . - 'or turnout pia,_ •••_ 1I1ad ........ 7-110_1 _ .... _PI.D . -2.540. _ . . , . . _ _., •-'or ___ •• • - ""I 11_0 •• p_ PIon 13150 * iO "IM ___ p"., i .'U. , 13 - Rail I... gt .... or. coll'pu.ted to allow. 90P for t • • potoril, U•• fl •• d Wlldld JOints and ia, for in..".", jOi.... Wh.n roll. art .I••• d in til. f. fi.ld. thl, IIIn' 1M cut to prowl •• ,.,. r.c..... nd.d b, th• • ,Id _It mQ"utoe-hr'r. ..... 1!a2a -----lftdlOOtII __ tal ............ .., t •• _tall., furnished by 'b. rnanuf.Iltur'r. .: 1 I .'-4"1 a: --- ""'- - - jaIotallltlitj_... 11/·_001' .................. ' IX IT f')k:--? iL,_-tt:-. I-f~.·-' e, lit-.:. i •. --i ~'f---+ joIoIo• RAIL END DRILLI NG • 'I l~'l _4 _Iadicat.. foctor, ...,.11'1,4 bond•• I..-I,ted ,olat phi, ,ollt Totol ~,~ "Tt., 17~O·••. ~ LEGEND _ _ _ .., ... _ _ ror. -$- , _..... !i PIoo 2201 10- AlltIHo, .......... _ ...................h_ •• tbl..b", •.•_ ..... , .......... 00' .... l1li1.... "'..... , d•• " ••t.4 ..,. tit. ......""••• f' drill ft.. , ....t Itole ........ M." ~ JI - All tie pl.... to be ".,U...., fotteaH ..... pt, trot tl. pl.... and IUGr. ron•• Ia.- SI. PI •• 2200 for aUtol Melt.,'a'i. to I LII,-o° lion No.20_ ...... PI •• 220. ~ 2- FT"SI a- FTIlII .......... 2&08 II I' ~ 4-'T27 _ _ s- _' ......................... par Plan ~ FROG TIE PLATES REQUIRED 14,TU 2-Fi20 22- FT27 ""'-- J'-.t-_ - - - ...·.O·".II J ~12TIH.II'-o"...---I ~12TI".~ I - StocIa taU......._ poInll .... au nlila f ......... wlttl tltt IWno.IIt .... to, 1M full, IlHt t,..t.iI~ DetaI' ~ 17 TIH.II·-o"... - - . l 1 . . - - - 1 1 T.... I2'.O.... .!21!! z- ...toft , . . . per A••• I.A. .. - I~----- - ...... iii ~ (Y)~ T OFFSETS FOR ,.. NO.20 R.H. TURNOUT ...0: '::·2202 ~- NO. ~ WELDED TURNOUT TIE AND RAIL LAY~~ ~~.~ va~ £"61~1t .:ct ~~CHI=.F::;:.:!"'~'N.=""':.o:::O='_= r II ~~II""" I·f·-·· '••'-0"1 IWI"·" I.e. fr'··' . t'~ I·f~-e· ''''-0-'_ r 24'-~ to S........ . of S.' PluV Roil. 2l;f~ ~~ rI - ---r f- +- IIO'~fI<i PI;lT' °9 .....r ~ 1/11 11 I.r'I o-a 15 -Ie' TI.. ---I - ...-lIIot 1st' II- I- I- 'I.rI a-a ,te'-O") ~ _~ --s:-T='Z'TI ..- 1 .. ' . lot 22".,. -. 11C1:u,· fl .,....IZ·T'.. ~ Or l.I 0 I ~ ~ .....·TI.. V (U'-o"1Il" n' .....d In.ul.t.d ••In' PI •• Roll. • dCu' to 17. ,·t"·· U"-:!:'i I IOh+1O' ~ r ,. , ~rl·-·' .n... 14.'1.~ II!!' ,I'-e-,' ~. •~ -10· n' of...... 13'-0" TRACK CENTERS ... l-t" ..-a'-rI,~, tI.r'-'''·-O"l Itr. ~ I Co rr'O . '.*. . . '..L··'l· . r·o . .'' be. . . 4·-I·tI•••• u •• I •I ~ "t~....CI.c.. '111 •.,,r----:-........ 21"&-1 L- • 1....1 '\ Tt•• ~ II I- 1- 1~ ~ ~ fl'llilot - ~ - - r f-I-- V VI--' . - . - - "I" i c-o ,8&'-0"" .".. m~~".:"TI" __ z.. ;~.. , .... 11 ItOI ..-J Lf 1 n-&~ T!.. . 1 18"0' k~ ~1.'I2TIo''I,p I 1" Pol., 12!.S" TRACK CENTERS I!-,V 1/ . Field C.t to FII. 'c. , . .cO"l 19,32 at Rail, ,lIow ........ Gte not 'urail ..,1i witlt , ... t.'8,Ut, and .... 11 ., •• p.Uad b, f •• i.I'o.le, I·r •.•. --z.. V ~~ ~ ~ ~ ~ f.*'·TI"~ ~ ~~fD' C~1fft1lJ It~.· JlLO" l- Frot ...... " T 2"'51'-111" Toe lAnOtlf. 13'-." Hoot UotIft " 2"-," ~rd _ I.. For OWl. not or 221210r floating ... , bloc" type turnout. F• •ver, I" CMftgIIe.rGCk cutwI.fftt .......... - I Ia'·,· -1"""'1I0I010.- 20: TIMHII ---•• 1O'..;o~ ••" .. .8 II' 'te' 44' "~O" _It"'" NOTE: TinI .... '.l.,.. . . . . It fo, I.ot ....ol in.U,a••d.' OtMr It. . . . . . . . ,.....1 ... .,11_$18, th .. caM II.IJ., '''01", _h, "",",.. oe rtqUittd. . ': LENGTHS !;jj" .ISCO" - 5. ao. U .0 • - ' .. (52) • _ . - . ..-,'010· LoftIIIIoU-Z" '.,.out ... ~ri~-ti-t-ti-ti7Tlrt~f-t1-1-t1-t1~~~ti-+~+-~~~~~~~~+-~-+~+-~~~~~~~ 12ITi"~ 22r CENTERS SWITCH TIMBER FOR A CROS!tOYER TR_ ~ jIo' IJ ~fc , a 59' Bo.dod 'nsulat.d Joint Phlt Roil, a" i f 1.1. . . . I" t 224 11Ct/J1c •• ,., Plo, Rolla "e'-o')101 ~ ... II I - Point ..,s-12 ot I'~'• a-o ~~~ . J...-J --":'1 f""''' ~~~~;:-C::·t~·~I:·"IO"d II ot 4 E-Z2f L... tot 2f' ..a ~q~~ II . ~ . .r· 4., ,ei" .'-.") 10· - 11'-0' •• n-o - - - &5 71 (Ii) Fi,.r•• ift ",lnU.,.il or. to, ff01l1iftt .... , IJI~k tutnoutl• :r·cor.iIma I (i) ~ :_ . _A'fIOII AU1'MCNIIIY - ••',0" t". RAILROAD OPERATIONS . 0,:' 2204 1_ 0 ... 28. 1992 .on fi\110. ..ii" NO. 20 CRO.&SOVER TIE AND RAIf' LAYOUT ,,~~.~ £"-~e:RlN8 OfF:---. ......" wa~ .-...-- -.-... ... n, .. r _ , .. EERING OFFICER r- forModified Joint Bar Assemblies Temporary Field Connection I _ _~9~Undlrcut Stock RaIl -.,.--:..:!-_ _ _ _ __ :-l-r- ;~;i:: ; L~ , I' I : I..~ I I i ., -1 ! ~v~!! .tv! ~ ! ~~! ! ~ ~ ! ~ = ~ ~ MNIN~NIlNININI:IN5INii@~·~iNiiWiN!·~'i!Nii -··inii~ I y~J S'-S"Tles ~ ~6'-4" PLAN OF RIGHT HAND SWITCH LAYOUT Point of Swttch--! -HeOdblock TIes ( 12'.9".10") F\!r Poin' Detail, *--'287" -37'-0'\ 39'-0" 'I' Betwe.n Tangent. At Heel of Switch '1'-06'-17" Heel spr.ad.sf . 20'-0"Top Cut . 3'-5"~ Leove the.. tIoIe. "._ at Stack Rail op_d for C.8S.o..t. 12'-2" Level ' - T o p of Stock Roil o~ I "BoIts ••• cept os s'-tl ~ Bolt for Marker Plate Side Plonlno. 22'-S"tor 132; Rly.,. I. 39' Stock Ran Pt of 'wltall Ioj t" -----1-1. 24'-0 A II ... _II' STRAIGHT STOCK RAIL.t 3 - "'......d GIItI ............o-G.I-G.2-G. 14 - No.1 Ad......... ~ sa_ Plotee =- 2- -'3 22 - :J J. fj4IttInout 1/2 - - ----- 2 - 100_ 0 ...liJJ TIE and RAIL LAYOUT 11 ~"':' PI t NOTES I - ~ ''''I!! g'-g" - ~ f ~ I t-e-e- 0 0 REINFORCING BAR o ~0 -..j-- ttY"t{ - .- aN o Remove sharp'd91 This pion isfar_wltIIAJlE.A.r_ _ tdM .............. III.I.R.E. ..II. 2 - All nil t. 1M flll" .... t treot .... 3 - far.1ocIk roll., ••ltall 0.,1 •• 0." orf.... for . . . . .1......1......... IIGa_ 4 - All ...." ....., ......... 11Ii....~ .............. ,..... t , ........ _ ...... ~.... eoated I in -grea .. WIle" order!no • tAft HIftd Slntctl ..... .. - for bol ..d tur ••• U,tll. flr.t bolt 1101. I. t. b. drUIt .. In til. fI.ld. *'5 . . -r- S "---L For w.lded turnout I.... .....1 ................. ---4--.~ - RAIL END DRILLING go.o:: c~ ~ne~ Run"bu, ,- ::i~h, :~:~~~i!C,h ~,s;c:or~;"7>; 7-'777; };;\'> >?>?7:zz::ca Portion of bar to be cut off top"",dI 7 t .. .., 'E:i==::±===*~ ,Omit Unless \ Specifically Ordered 2202 an 1-------- !! . 4 - (two pairs) Modified Joint Bar A...mblies. Orlllln9 :~J",~ ~ Pia n 2.201 OFFSETS - 22 - Resiliently faltened 4djultable Rail Bracel- Plan 2352. END OF SWITCH RAIL • ee Not • • TURNOUT INFORMATION- t No.S" Hee' PIcrtos,..,lH..... I-L-.=;:.H.;::..._...J 10 - Ad.......... 1Iacker CIIPI .... _tIcoIlwIIctI ".:-Plan 2201. 40- Ternou, Pack.t Plat••. willi ....od p_d .t.ol .lIauld.r. for r. . IIMt f •• t ••er•• Pie. 1140. Gote CURVED STOCK RAIL t Blnd--i 2107 5 - Swifell Rail S...... "it+" ~RoIlEncI 11swltcll Angl. 21'-12" L- Pion No.I-PS...... Sli. ...... 2 - No.2 2 - No.4 j IH--~t:::======-=- Drilling 2 - 3t~0"UnderCut SIDctl R..... 5 - ....... \Wtlcel Switch Rada,2w1t11 .........- Pia. 2108. 2 - ..... 1IIoctI_......., - . . .... - PI ... 2350. '0 L L See Rail E~ wltII ......--. ...r ••cIIoa GIld . . . . . . . . . . . Grind sharp edge- 39' Stocll Rail Pt. of Switch, I" 24 ·02"rllN.reut I--pc r-a~-" 4 .J ... PaIr 39'-o"Switch PaInts .1-R.H..trailJhtOlldJ=.... . . - - ........ , ·rBoItS 2I'-2"forIl5 J \Wlleal . . . . -;;--; . +~+ .ar 5'-4" t BILL OF MATERIAL ;:tj" • Ifr~145"1~·IIO·l$'I~·itd"i$'I~l5l$'rl$'15!15!!tr'5N-roTfcr-,$'i'3"15·rIO"TI~TlOrId1~,,~'n;t!s-r-~·~14·15·rl"!!5·r"·trITI3·i'l·!s"rt6·f.. 1'tll"!'l'15'rfr~1 I ~. ELEVATION OF SWITCH RAIL 1/'1" aegi n· Itandard rellllll'lt faltener plat.. ~ turnout plate 20-21 V IWAI 'T ......... o .- SW1lCH POINT DETA'L Ho., (j) T MASSACHUSETTS BAY TRANSPORTATION AUTHORITY RAILROAD I~~~' OPERATIONS I Oct. 2205 2S, 1992 ISSUE DATE IS~NO. 39 1 -0 11 CURVED SPLIT SWITCH 115 OR 132 R.E. RAIL- INSULATED 8 UNDERCUT b. W4 . I" ....r~ ••, ,,' -1- 224-11,1 I ~ -'" h~ 39' Swltct'l Rail, .. T4.tI·J12~·I·lk~IO.II.1., ILtt·i·l"tl.....$·'20"., 2· 2 ..... I" ,-. (8-') (6·.... ) · .9' ..t c I.. = I..L "f I -- .. b "" -1 .~' ,·f " , " . 3. ), --12df---- --I'.' 1.~"." ..... (30·.IO"! )~IO.'2It", .... (17-11), "'I • (I••• Uft4tr • 39"0" R.I =~ ~ I~~' ~o. ~'I Lf-I fUr~~ ~T~tUT~f2 2 2 U b~ 2 2 ~~~ .•~ .s.""jAl.lOo!". , . ... . ~. ;5" ~rlll ~ll-: __ ,~I 1..,1_-:1 I. 1.. 1_1:"~810:~. 1': _ ''l! 1!!~I:ml;l~ .~I~I~I:iro·~~tLilil:itlJIJ. li\~Pf 1"~"~l~l;·l~~-!II.,.· TTTT T1 t fT tJ II11 Stock Rail BIOel!:. lft TT11 LT 1.1. U.Ll II Illtl .....~d ! Je. 2 e, 0 N ~.d ,".50"10 TinItoclls to Support Seven Zlff z ," I- RH .. J 39' Undercut Stock Rail . Switch HII",' Layout I 2 ,N ~I:i"" fg'-:.2 J~ .. it) '0) 1 34'·0" :D "il17th ,. I 1,·-."2 ... RGiIJ. 11.1J 3f·. OR•• , 1_ I' H'-O" Reil 13r·loruj"'1 'I" I'" ;1 ...... . •• ·.o.rll . . . 1 111111 IJ 'r..L NW 39' 80nded In.ulaNd .Joint I ...... F.. U.... 80r ....mbU•• far Temporary Fi,ld Conneetloft Undercut ............. lnll! : ,~., ",1.'•. 12-AIl 11. ptat .. to be r .. mtntl, f .. t'l~df .ltc.pt frog tie.IQt .. lAd turd rlUI. are c.omputed to allow a i' QOP 10r temporarily boltir'1.9 the field welded Joint. and' ~"9ap for Insulated joint .. When roil, or• • • Id., in the field, they mu.t be cut to ,CIllo. oop. reco"un,nd«l by 1h, .eld kif monutoe;turer. I I LJo. lJ + rr,"y L I III • .. I i I! I!II ~ 1~1.t1~1~ ) j... .1Ll=ll, .. L ,,'-O",lhll No. 20 RSM Froo - PIon Z206 If J ;: .. ...--.. & -= ~ - - - ... --E&-- . ::: Ga.' 'o.i ..... ,001.lurol... d Of th. m........ '.r. Indicat.. j,,,.lated joint. wlth'6 Opening - - . - Indlca._ field •• Ided joinh - I n d l c a t.. Pacto" A...m.l.d Bonded In.ulo'e4 "Iolnt P'III Roll. t_,.,. • rla"T... 20"0· 39'-0" Cllr....d Switch 20"0" ZOI ... O" 20'·0" zol-lii r Pol.' "00 t: 154'-6"" (Lu.o) ~ Sproad Z'-7'f DRILLING 13· ... 1.. ~W;I~;A;'0;1";O~:';2C~4~;'==~~~~~~~~~~~.~'.1~0~~"~~~~~~~~~~~~~~~~~~J~4'~'4~" --:..--- RAI L END 01 z 5·lf 7i T" - + - - - Switch Anole:00-12'-46" nu, 17'-0 "u. Indicatu 'all, furnllbtd b, tt. 1,,:tOIl_, RAILS PS e LEGEND Prilling Bend '~T T S'-6" TI •• 'j ,; .: UNDERCUT ~ 2 TI •• " . 39"-0" Roll I_r."hed by the m... I •• ,"wn !3~RaiI lenQtiu .... 13'-1:" Guard Roll to ..e full, .... t tre.f.d. fO' ~III of ... ~I ~H :. :. !::i ~ I ....... 4 1 . S. . Rail Ead 2- "itell Pot.t. per A.R.E.A. Oetoit 5100 as shown Oh dw,.2t05. ~- ~9' .took 'Oil, Gr. to be undere ... 01 ,h •• n on tMs ploft. 4-6ott plotn O-G. 1·6 and 2-6 as It'r plan 2107. 5-Switoh platn No.. I and l - P " p.r pl0. 2207. 6-F'or tUrtlou' pl.tI_ behind htl' . . . . Plan 2'540. 1-V.rtiOQI insulated twitch rodl ond .dJUlfoblt rocker clips .,,.tloll,. at ,.r plan 22oe. S- H.,I bloc ,. aa ... ' ~PI an 23&0. 9- Fo, wltcll d.faUa, ... Plo .. 2200, modifltd Qt. mdt_Md for on .qunl.lterol. 10" All t'OU',lncludinO •• itch rails, to b. drilled .1 01'1 till, OHt ftCIIpt :tM.t the flr.t ho" fs not to .. drlll,d b, the IHnaf.ct ....... NBTA f.,c •• to fi,ld drill flr.t hole whl" n..... ry. 2200 I·!I·I rI r'-'" , 1- Stock raih, •• ite.h ,oil. a"d all rtiil furnt,he'" with Hie t"nout 11- s.. PI•• 20t 111'1.' .J....L ......../ 39'-0" Roil PC NOTES N ~ , • 39'-0". ll~. ......' ....,.,.,' , ~22i lO T T·T' T TT ~ ~ ~I ~I ~I ~ (.. Roll. Sfack Roll Pt. of S.tch Provide. ModlllodJaio' ,I' , Guord R "I tn"III~I~:;:~~:;:£h~I~~ M 1# 3" r_....:.~'..........,.'" T TT i l l . I E.e, E, ; ,- T PI·O 29'-6" Rail Point 0-1 SWitch PC '.~ II.... %-4-5 ... #~' ~F-~FF~~Fi!i!j~i .. I J M2 -g-fJI -e -. 1ft -2 -. -Gl"~... ~ ~ II ";1;j: ~ "" lEad ot L.on9 TlfaPtr , .ta. 1'1..... (••'" 3,'·0" Rallrl ,. " " MA....CHuseTTSl (j) T :x...PORTATION AUTHORITY RAILROAD OPERATIONS 0':;'., 2203 Oet. 28.1992 ~ " 'i:: ad ~n9:nr,,'.~:::.~':O~:~ ;;f.. 08.5" NO. 20 RS", FROG NO. 20 EQUILATERAL TURNOUT TIE AND RAIL LAYOUT ~~~F~" OFFSETS FOR NO. 20 EQUILATERAL TURNOUT ALL OFFSETS SHOWN ARE TO GAGE LINES .-~~-----.- lS!i>No. "1' ---------_._----- WCfX . ~ """c.~ ........iniIO:ER1NG OFFICER With Floating H•• I Ilocll Typ. Turnout, 3 additional ti . . at 191/2" c.nt.n and- tll.a followino - 2 P31 a 4PR31. + -1 -----------.1-1 3 odelitionol tie, required at ~ell"" 191 wllh 6 FTR-33 Plot.. IS· ",....... ",- N~ N~ .!-N ... L 'N .... Q. IS· ,. . . . . ,..._ LL........ t!-~ LA.. ....... N~ .!-Q. ....... N,..- ~... N~ .. ~N ~ 1!"" Nominal Tr.od Surfoc. .. 45- to "."'{"jJ I......, I' "',-- I" 5" BLOCKS 14" " .LR·.., t Rod. ... •... ' ._ I ;J-t!! L ,_______ • ClIo""", .. -I::c • t . ~) :I _l·.... ' . .'. 1"':' - ' I I ... 1 NOTES 1- Thl' plan I, for u,e with A.R.E"A" r_ _1ICIed ,tollClant, . for 1321b.or 1151b. R.E. Roll, heavri wall section. • 2- Workmall.'hip and moterlol, ./1.11 II. ,Ir ellrr'" A .... E .A. I .,..Itleotl ... 3- Gr_ for bond wlrll ,hall I. "lid from IIICI of flllor block Spread, , , - ! or. at IIGlt to clnter lIne of ,_d bolt 11010. 01\ rail heod.. 4"- All boltl uNCI ill con,truetiOft of fro, olld , .. Itell motorial • ,holl.be dlpped'l_dlotl" beforl applwl", ('a tllot all ",rood. all tlloroughl, coototi ) In ireasa manufactured for this 2 . .~ Y ·SECTION AT POINT ;;;= '11) a::Q. .... .... " II" -s"- - --- >-----------V ,L.,. _...: _. _____ . Mark For Working Point '---'--.l--SlOPI T In 1" TOE I 14" 51.1.• In 6" I" 2 II" -, t -5"_ ---- -Bottom of Flang.wo, I~ .... Q. M 18~" ~18"~StOT'-21_ttlanbllldlngrallt 1 Slope <?," to 2" f.ram Rto 5 with 1.1 min. thick", .. under PI:" ~~~11 ... a:: N ....... N- H£EL FI LLER BLOCKS i'down purpOie. 5- Whon fr\)9 II to be HOd In boltld trock, tho flnt bolt IIoIt to be Clrll led In tho fiold ." tho Inltallar. 6- COlting to bo l.plOiIOft hordlMd, with toe and h •• I arm. ~y SECTION to .. full, ....t .,..tl41 roll ... y-y SECTION N-N A-A SECTION 7- Furni.h SAS Plates unl •••. ot ... rwi •• S,.clfi.d. SECTION AT TOE AND HEEL 'f"j. FROG END 4 ~. ;n -.-, W,q~A0 E-E II 4- SECTION ,3" 104" t ( 2- F'T 20 14 - FT 23 22- FT 27 4-FT27 Modlfi.d 4- FT29 or .a ':j.t"eJ£ .*--.i , '" . li" ~~ LR. ...... ri~ \. 5 " dla~ lil ~L ,gt,g ~ ~- __.....1..+. :; l:32 --o:I~ ,"" - 1 :- - (I ~J.I Je---:/':;" I· - --- / --:::;:r --s" -'2 --:r- / SECTION L-L SECTION M-M BEVELED END OF RAIL RAIL DRILLING \ J (j) T REQU1RED 2-FTR27 4 -FTR 29 Modifi.d 2-FTR31 Plan 2326 6-F"TR33 (s . . Note 7) 34- P27 SAS CS.lf Adjusting Should.r) 14- P31 SAS PlQn 2328 6- PR27 SAS 6-PR31 SAS .~ F- F 3i"+ ~A~ TIE PLATES MASSACHUSETTI lAY TRANSPORTATION ,AUTHORITY RAILROAD ~~~. 2206 OPERATIONS Oct . 28,1992 ISSUE DATE IS£i>ND. I No. 20 RAILBOUN 0 MANGANESE STEEL FROG FOR 115 LB. OR 132 LB. R.E. RAJ L ~ b. ~ ENGilNG'OFFICER Wa V> '""Y' q ,Mark Plate and Switch D.. ionallOll and Roil Section on Both Endl OG- 26or39-132 3" I. 15" . tt; .. -:~:~ "'i:?:;2 r .r, 160 l.a 2G "'~~"'l32 (S .. No.e No.4' 7~3-~~~~~~~~~~~~~~1 . 2'" 2'-212 0G 2' • IG 2' -2 32 _II .. 2'-2f'~G .1 17" 16 "" 11.1" 2 IIi2 7"--' ,H iirFlbereUllllno~r'D.,I"o.O"2i·Lono(3Req'd.' I ---I 14· J £' :-IN - 0~ I~ 8 ~ '--Pr .... d St .. 1 Should.r f- ''A ·'" ~_ ~fDla. I TYPICAL ALL WELDS 010. Stop Full POII.tralion Groove W.ld. on Pr .... d St •• 1 Should.,. - - - . . - - - - - - . Full Ponetratlon Fill.t W.ld. on R. S. Stop' (see N.o(e 5) ," 4 " 2 Pr.,ud St..1 Shoulder .~ on O-G Plot. ,, . . onl~ - "_I_ " . . .-r:;: '-IN - ° ° NO.O-'G.NO.I-G l~11. ~--"". Ir'-i~I" I\l li.. ....... 132 r Pro •••d , see Nate No.4' I. I" 4' - 1 ~ !!.!.i!!.! !:!!!!! , , . L_'" r- - -0- I: I I tQ -0l:!-~~, :":LIO ''',01 1. I" Iy ~ 'f a" r° n r • f Jr-:"'T1'2' I ' -, ,j- - . II 8 . ~ / --f L P~"'" _L --:iN M", 10'1<' OIlI,IIO'lOn and Roll Slctlon H.rl. IH R.H.- 31- 132 IH L.H.-31-152 • I - .:...0I " N L.ft Hand • -! I -1- PLATES ' NOTES' R~~ ,Ie. &6} ·NO. I-P, NO.2. NO.4 ;JI :! If""'" .".. F" •• , ... a NO. HP -r I! ' x6~ . • ~ "+ - I-'..... " " SEE 1 I f. 6 '.,.., ....1 I Th••• Plat•• Ar. U••d Witll 26Ft.or 39Ft. Switch . NO. I • • *:.,No.I.,"';I~NOTE .....t~ a NQ.3 T SHOULDER SLIDE PLATES I. - Swi'c" Pia'" Ihall can'arlft 'ocurrlnt .A.R.E.A. Specification. for ~ow- Carllon St"1 TI. Pia'" .witll copp.r. 2 -All 1)0" plate Il0l'1 .holl"'.e A.S.A.R.",.r IQuore"eacl, altd AS.A. Hea., l4Iuare nutl. All Hltl lItalille cor""'-It." .itll Iftediulft-carllOll I.eif nutl OIIctcon'arlft to current A.R.E.A. ·Speciflcotlon. for Heat ~Tr.otod Corllon-Ste.' Trocl lolte 0IIII Carbon Itlel Nutl.· S -All fllI.r parll .11011 confor", to current A.A.R. SI",ol lectlOll Monuol,Par' 5 •• SpoclficatiOll No.1] lor "Hard flller"onct A.A.R. SIOnol Section Monual.Por. No.ITI coverl", "ReQulllte. for fallrlco.e, Filler Por •• far T,ocl Inlulat;. •." 4 - Eacll pIote "'a" III ",O,l" '" cteepl, cu, cllarac'." ,no' .... tllall hloll, III tt'.-palltlo.. a. In'ieotod' 011 ttli' ....... !5-Weld ..llall be modi 10 tIIattllaydonoliltert.,. with thellstallatlon Of relillenl fal'en .. Clnd rail brae... 6- Modify contour of pr.... d ,t.. 1 .hould.r. or, .him plat•• 2,3 a 4 to main.ain uniform toe pr...ur. from tho r.,ill.n' fa.t.n.r.. ' i .. t 12" ~. 010. ROIt.d~'Ii Note No.4' . I . -t I ·1 ~. . Ilc.ion Her.. ~ ... !~: " .. R.S. Stop x4 22" I-P' 2 4 " H P , • \. ' ' ... "fa: No.l-P·. Hit Plate n'''':For No.I-P • HP Plate .I" lEE NOTE. .L" , fI F.r NI·,2 Pla.e . 11iFor NO.2 'Iate • , " 4--612 Th ... Plo.•• Aro Used With 26Ft.or39F,t.Swltch 'n!!! 2'- -4'" Marl Plate Dell",etlon an'. I -0I . O-G Plete I-G Pteto 4t 32 I C! ----l Iia II!!."---~ 0 . . . . . . , I::: -Pr ~ . ~ 4'- S~ f'ar 2-G ',.!e" Filler EItd PoItIT:'!ck"l....s" Nate No.S Filler An,le Plal •. ii Tlli~ Sprint Wailler ." A.5.A. Reouiar. "uor. Head aott • dla .• lont. Sao Note No.2 Steel Antle Thick Iflj~A· ' NO.2-G INSULATED GAGE PLAT 2-" 2 . ! ! . 010. Round ...... 16 (4 hOlo.) 1 ~'----r-""---------~-r---"""'lf=l--JIl;=4=:..--...L.--~~-;'~"'-rT' 4 ,- ,. ~" ~~~ St •• I Shoul.r li,.. ° ' at Should.r Bolt End "1 II' ~iIII!Qt ;;:~~.I ~poi':.~ N=JI)f!l! Pr....d St... Should.r' a N _,,__;.~ -0-1 i ·~r--1. I~ 010, i\ . Mark Plate Delivnalion and Roil Section IP-132 ;;: ... !:52 i I.., I . -9-~ I " '" 6 - Th••• spike hal.. or. only punch.d'ln, I -G and 2-6 Plate. t2~" - J 32 I T~I Round ~ _ I .J 4'-S2' FOf O-G Plate; 4'- 51- For 1.!.oG- Plate Fi"rBulllln,'n ..lotian 1" . " I x 4"x6.... HoIe----...,. 2'-2~"2G I? r ....d St.. 1 Should.r on 0-6 Plat. only , Round EmefO"CY Spike Hole 'I" E,"rveney Spi'" I I L~~'f-~" 12 31 16 " f2'-2i OG • 2' -2.llIG ADJUSTABLE BRACE et.IDE (j) T IIAISACHUSETTI lAY 'TRANSPORTATION AUTHORITY I , • T PLATES RAJLROAD ":o~. 2207 OPERATIONS oct. 21, 1992 ISSUE DATE .lz) Iu'ii'".. 0. SWITCH PLATES and GAGE PLATES -=OR 39'-O"SWITC,H-132 LB RAIL ~~.~ ENGlMHRING ~ OFFICER /Va2~ CHIEF ENGlNEERiNGOFFiC L ~ j. I. B A ., * 3" ,. T Serrotlonl - - - Fiber BushinO ~~ , • _ -_ 01'hl' ~ - ~IJ i@U ~ =_-_;~ __.• . _, r ftl\1\HftU:rl--' T_ INSULATED SWITCH RODS NO.1 t B l~diO.-7th_ ," "'i S ..ration I I " dia.ha'el 1 ," :3 .:. I ~ k-I 'Adju~able i4 VARIES1 .m.--.,~ t Splice Plale F,ber Bushin A •• "," Wosher ana Hel ....l - ;2"xl ol'Cotte,Pin,r"01e) END VIEW j B Bafk,l 3" ;tXI. Machi'" BoIt,Sq.t+J.. LOck '4I"1 2y," Switch Rod ~ ~ per ,nell ADJUSTING NUT WOlher Splice Pial, Insu'alion_ Fibe, Bushino LOCk NO.5 WITH ADJUSTABLE BASKET 3" t' Serrations '-t--'"""":';:-,,' - _.. ~ IDlmension to be determined by Switch Machine d"'gnated at time of order I. Dio. Operotlno Rod Std.Hu.Nut _1 ~ / _ X 4* _ \. A -l a ~~1~t"t"-' ,. ,T 1 4'4 M.ach. Bolt, Sq. ut and Cotte, Pin Splice PlaIt Insulotion Adjulloble 80lket_ ·t"L "i ,r ~ A- - - - - - - - ' ~ B-- ~ ~ I' 1M Irzdia, holt I Mach, Bolt, Sq, Nut and -e- -0 l --II-C-2--2I I" 14 ' I· 2 I- Cott.r Ptn. InlUlation t • -1'-1- 1 -~I"'" til CD "'IN -T-~ .L I" I" I" 2 -22 -1-. 4, - 10" -- , 'I -. • ~R 16 "I (Fiber) INSULATION FOR CHANNEL ..... ' ....LflfR , -", ROD NO L X A I 2 5'- 10· 2'-II}" 2'-IO~· 2'-II~" 5'- 10" 16 -fb- B 4 2'-IO..!" ..L 14 II 4 14 16 f' 464 I 4'- 4" I 3'-0~ 2 I -I 4 I 5'- 10" I 3'- I 2.- i'-IO..!· 5 5'-10" 3 I -2 ~. 2'-IO..!" 4 12~ *6 5'-10" 3'-2~' 2'-IOr I2 * ~~l._a.. 4 -t":'2 ·J.2'"J.2 "-II", 9t (Sel: Note No." J '}1 I" 3 16 "!LCD ~:'IN _ ..a' 13~ 32 -;; it' 1"11_11 SOle Note No.4, BUSHING 1 l' ~. I L 4-1· CHANNEL- STEEL ~ IG: 7T" It- -$ .~ tl . ~.! T r- '"1 I"' ,", I·' 1"1 .jll.I--2J. 2~2-2 J 114 2' 2 4 • I· 10" • (Fiber) I NSULATION PLATE FOR SPLICE PLATE NOTES 1- All switch rods Ihall conform 10 curre", A.R.E.A, Specificationl, 2- All fiber port. Iholl conform to curre,,' A.A.R. Signal Section Manual. Part 58, Specificatlonl 13 - Hard Fib ... 3- Eacll Iwltch rod ,hall bl morkld wltll deeply cut charoete, .. nat Ie.. than f'h,gh, with rod d.. lo"otion and rail section. • 4- No.6 Rod is not required for turnouts with solid heel blocks but is required with floating heel blocks, (j) T Switch I "I 3t' H.T. Mach, Boltl wit h eoltelloted Nutl , Sprlno Woa/len. and Cotter Pinl ASSEMBLED ROCKER CLIP I. SPLICE PLATE ::UCHUIITTI TRANSPORTATION AUTHORITY RAfLROAD DN~~' 2208 OPERATIONS Oct. 28, 199 ISSUE DATE ® ISSUE NO. VERTICAL SWITCH RODS AND ADJUSTABLE ROCKER CLIPS CHIEF ENGINEERING OFFICER I-- 2 i" -+- 22"--1-- 2 II II II O"T 20'~ 20'~2 o'~2d+19 01 011 ~I ~I - -0 - T- II .~I I Doubl e 1 · - .!I n 1-1 I- Helper Rods -0 - .1/2'+19 ·1/2'r 9 '1/2f9 . 1/21 a '1/2~la-l/2'121'1/2'1 - I __ I 1-1 I -~ n~I-- .!I-- -~I Be II ~ ron k 8 Mounting Plate ~I r-+r-- I'j -N I I I I····rw r-llJrl ---I· JI 1 , J r ""' ~ 0 a:: ~ S! co I -v I... II~U 0 0 a:: C\J rt") a:: :~ ~ ~ z z I .... ~ 0 0 0 I "0 ~ IJ,I-. 1t J1l u u u u u u u u U lJi!~ ~-5'-O" 6'-6'l/i~ , :'l L--- 6'-6" TYPICAL RIG H T . 11111 D~ LAYOUT NOT E: Helper layout is used only with (No.20 Turnout) l 'orr HAND 39'-0" switch 9"X 10"x 12'-0" Heodblocks (see Dwg. No. 1110) 0n II~II II~ '--' TYPICAL LEFT HAND LAYOUT (j) T :::SACHUSETTS TRANSPORTATION AUTHORITY RAILROAD D:O~' OPERATIONS Oct. 220 9 28, 1992 ISSUE DATE @ ISSUE NO. TYPICAL POWER SWITCH LAYOUT WITH HELPER "~O~';Ef"'o ~"'~ NO. 20 TURNOUT WITH FLOATING HEEL BLOCKS BILL OF MATERIAL QUANTITY DESCRIPTION REFERENCE PLAN NO. 2215 2 PAIR 59'-6" CURVED SWITCH POINTS COMPLETE WITH REINFORCING BARS, CLIPS AND STOPS ATTACHED. FLOATING HEEL BLOCKS 2 60'-0" UNDERCUT STOCK RAILS 2360 3 INSULATED GAGE PLATES lNO. OG, IG, & 2GI 2207 16 NO. I ADJUSTABLE BRACE SLIDE PLATES 2207 26 NO. IP SHOULDER SLIDES PLATES 2207 4 NO. HP HEEL PLATES 2207 6 SWITCH RAIL STOPS 2350 12 ADJUSTABLE ROCKER CLIPS FOR VERTICAL SWITCH RODS 2208 6 INSULATED VERTICAL SWITCH RODS (NO. I, 2, 3, 4, 5, & 6) TURNOUT PLATES FOR USE BEHIND HEEL OF SWITCH (NO. 20-2 R/L TO 20-8 R/L & 20-9 TO 20-21)x2 2208 22 RESILIENTLY FASTENED ADJUSTABLE RAIL BRACE 2352 I NO. 20 RAILBOUND MANGANESE STEEL FROG, COMPLETE 2206 34 NO. P27 SELF ALIGNING SHOULDER TIE PLATE 2328 14 NO. P31 SELF ALIGNING SHOULDER TIE PLATE 2328 6 NO. PR27 SELF ALIGNING SHOULDER TIE PLATE 2328 6 NO. PR31 SELF ALIGNING SHOULDER TIE PLATE 2328 2 13'-3" MANGANESE STEEL ONE PIECE GUARD RAILS 2302 2 19'-6" BONDED INSULATED JOINT PLUG RAIL 1340 3 78'-0" LENGTHS OF FULLY HEAT TREATED RAIL - 4 39'-0" LENGTHS OF FULLY HEAT TREATED RAIL VARIOUS LENGTHS Or FULLY HEAT TREATED RAIL AS FOLLOWS. 42'-1 It", 37'-4",25'-2t" - I- 40- I EA. + 2350 - 2343 1688 +" SCREW SP IKES 1218 78n Q" x 6" TRACK DRIVE SPIKES 1217 806 RESILIENT FASTENER SPRING CLIPS - TYPE "E" - 8 RESILIENT FASTENER SPRING CLIPS - TYPE MODIFIED "E" - 282 RESILIENT FASTENER TIE PLATES FOR SCREW SPIKES 1225 20 STANDARD JOINT BAR ASSEMBLIES 1322 80 STANDARD TRACK BOLTS WITH NUTS & WASHERS 1332 . ~"""""'SETTS BAY TRANSPORTATION AUTHORITY -THESE ITEMS SHALL BE SUPPLIED FOR R.H., L.H. OR EQUILATERAL TURNOUT, AS REQUIRE +FOR EQUILATERAL TURNOUTS, CLOSURE RAILS HAVE SLIGHTLY DIFFERENT LENGTHS •• SUPPLIED BY THE INSTALLER RAILROAD OPERATIONS DWG. NO. 2210 OCT. 28, 1992 ISSUE DATE 0 ISS~NO. NO. 20 FLOATING HEEL BLOCK TURNOUT BILL OF MATERIAL J=. f).~ EIiiiffRiNG OFrlCER ~4 .~ CHIEF ENGINEERING OFFICER P,S 224'-1 It" ~: 2J"~-,- kz:..s 0!8~~J _.[ r~-~I9t·T II I ~L IIlI RolI~ 59'-6" S.lteh Roll. It" 9'-0"t" at 20" _._ 4 10 at 1st" 4+ rlootlng Heel ! .. t o -, Point of' S . l t e h _ zot" loJot"1i I I.. IIIL-so'-o" Undercut Stock ROil I - See Notes 12, 13,. " '4 39'-0" Curved Swlteh Allg""""'t 5 Tres, 9'-0· 7 Tle8, 10'-0" .1 'ot fiT - t ~"I '"\ 5'-N·" I rI I ~ ~Heodbrooks 16'-0" TIe for Hand Thr-own S h E7~~~rl~'~ek 0. I I ~-=f -J I-Stock rolls .. switch potnts and all ('011$ furnished to be fully heat treot$d. 2-5.1 teh Po I nt.t!!; per- AREA Deto I I 5100 as shown on P I on 2205. 3-60' stock rolls to be undercut 08 pel'" Plan 2360. 4-Fo,.. switch <:Jetol Is see Pion 2215. 5-Goge plates No. 00, IG & .2G 0$ per Plan 2'207. 6-Swltch plates Nos. I, IP and HP 0'9 per Pion 2207. 7-Turnout plat.a, No. 2 thru No~ 2~, 08 per Pion 234.5. 8-Vet'tlcol Insulc:rted 8wltch rods ond adJustable rocker clips, 08 per Pion 2208. 9-nootlng Heel bloek as per PIon 2350. IO-AII 1""0'119 .. Including aWltch raile, to be dr! I led as shown on thIs plan, except that fIrst hole is not to be drilled by the manufocturer. Ineeo! fer to Fleld drl I t First hole when necessory. II-All tie plotes. to be res I I lentlv f'ostened except guard rolle. 12-Two 9'")(10")(13· Headblocks needed with switch stand 3' high orJess, 16~ long with stands O\lor 3~. 13-Three 9'"xIO"'xIS' Heodblocks needed for hand thrown $wltch wlt.h electric:: lock. 14-T,,0 9'"xtO"')(12~ Heodblocka needed tor power operated ewltch. IS-See· Pion 2210 tor 8111 of Material 16-Roll lengths are COMputed to 01 low Q f'" gop for' temporarily boltIng the field welded Joints ond , .. gop tor Insulated Joint •• When ('(llis (Jre welded In the field, thev must be cut to provIde gap. recommended by the weld kit manuFacturer. ,- I •. ~- ~,.~ '~-W ~.3 _~ ~ 19t" at 43 at 20" 121"11 ,37'-4" Roll rl 8' 0 , I 6 1\ L\ ' 0 lOt" If L-39'-0" Roll 39'-0" Roll - 22 Ties, 10'-0" j" ~~~~"ROII " 9 JL 16 Ties. If '-0· I~· I I 13'-3 GUOf'd Roll-=:; .. 78 -0 ROil 42 '-"t" Roll 13'-,'" Toe of rrog 14 TIes, 12'-0" I I I nCi i cotes ;;':0 I I Ii Furn I shed bbl t.he monutoeturel"". ~-------~ Indlcotes ralls Furnished by the Ins1;.0118t". .. ----0-• 1\ 12 Ties, 14~-O· 14 - P31 SAS I 12 Ties, 15'-0'" r co ~I' 0' I II '-0'" ,,'-0" 13'-0· 14"-0· 15'-0' 16'-0" IT'-O" Toeal Headb locks ore not shown I n tab I e see notes 12'# 13 & 14 - - - - -_ -.-<+- l I• 12 Tlee, 16'-:,0" • I I 6 Tlea, ~ 'f m . ~ ~ SW I TCH ANGlE - O· -25' -32- ~ tL - . 60' Seock Ral I W 5 9 ' - S . L.H. LONG TIMBERS REQUIRED 9'::0- - , Indlcat.es Jolnt.s to be Field welded. 10'-0· _ !f V~ .. 0 Indlcate$ Bonded Ineulated JoInt Plug Roll 2 29 i6 14 12 12 12 12 S 135 -Il-~- - L-39'-0· ROil '5 6 - PR27 SAS - Length - s Indicates Insulot.ed JOints with 3/1S'" opening. Quontlt II IIII - ........ ~ 34 - P27 SAS (self-aligning shoulder) 6 - PR31 $AS Indlcotes "floating'" heel blocks~. - r 21'-'''' He. I of rrog 12 Tles'# 13'-0" F'ROG TIE PLATES LEGEND ::; h. ""'.... ....,... "-,... ................ a::: ,.., 11') ll..o..ll..Q...o..~~~~NNNNw)NNNNrt)rt)II')NNNNo..l1')a:,..,a:: • 1------11 ,-39*-0" ROll - .................. "- .......... "- • 29 at 19+· 4 78 "-0" Roll "a:::: 11') - ::; ... ::; 0::: N ct:. .... ,... .... ,"- .... l! ,,' I; ~ r 2 ot20· "22"" 16otlgf" ,7"1- r25'-2+" Roll ri I ~~~ ~ __ -------~ 78'-0" Roll '9'-S" Bonded, ,nsu,ated: JOint Plug Roll. 16 Ties .. 9'.,..0" NOTES r, "1 • 14 at Blocksl~ 60'-0",undereut,Stoek -------- _;10~_ I End of Long-t I Mt)$r' .~ - }. ~DIO'~ ,/ ~ ~ ~ . ? :. ... .:. OF'F'SETS F'OR NO. 20 R.H. TURNOUT ~ BAY TRANSPORT AT I ON MASSACHUSE"TTS AUTttOftlTY L~t" 6" ~~ S" RAIL END DBOI ING NO. 20 TURNOUT WITH F'LOATING HEEL BLOCKS - TIE & RAIL LAYOUT ~b"~ EJ1QINEE'R1NG OFFICERn-Q ka~ CHIEr EtGU£EflING OFFICER PO~:~t.~~ ~9'-tj-S.It.et't " ROIl NOTES 43 at 20· ~8 plan Ie for uee with A.R.E.A. recoMmended atandorde for 132 R.E. 2. - Workmanship and mat.erlols sholl be pe... current. A.R.E.A. SpecIfications. 3. - Gage Plates O-G ... I-G ortd 2-G OG shown on PIon 2201. 4. - Swlt.ch Plates No. I ... No. Ip ond No. HP 08 shown on Pion 2207. S. - Turnout PI otes No. 2 thru No. 21 os shown on P I on 2343. 6. - Stock Ral fa to be undercut 08 shown on Pfan 2380. 7. - Swlt.ch Ralls t.o be undercut per A.R.E.A. Design 5100. 8. - All rOils: t.o be rully Heat Treated. 9. - Vert real In$ulot.ed swlt.ch rod. and adJust.oble rocker ollps ae per Pion 2208. 10. - All rolle .. IncludIng switch rolls .. to 'be drIlled bW t.he ffIOnuf'octvrer .. except first ho!:e t.o be left blank. [nstoller to drill First. hole when necessory. II. - See PIon 2110 fo'" Sill of Material. 12. - AI I bolts sholl be dipped In a non-oxidizIng greose Ilhmedlotely bel'ore applying so that all threads ore thoroughlij cooted. 9'-or· ~ S'-7t" L '- -~ ~ ~ 10'-0· 5,. 9'-0" Tlea & 7, 12' HEAOBlOCKS nee 16 ... g'-O'" TIes 3i .." c . Point of I Switch I 59'-e'" SwItch ROIl 39'-0· Switch AllnefMtOt .1 5.-1 t.ch ROd Lenphe t--t of -I 20'-0" Top Plannlna 20· 17" 6'-e· 5'-0· I' •• 8 111 8.8 111 " .. 00. 111 ---.r ~~ 1$'" 05'" 11 .........-- ....... h\" 010 • l-leove these hole opened for C~8.S 6'-6 f· I ~ 10" .... 10:..1."''' I ';t Denotes JOints to be fIeld welded Curved SWitch Alignment 31'-0" Reinforcing Bors (Both Sides) ;; 1:1 ~ g 59'-5· Curved Switch Roll 39~-O" S.I tch Rod Locot. I one 4 ~i RIGHT HANO SWITCH LAYOUT Sw I teh Ang I e=Oo -25' -32" '"'Ii /0'-0" Tlee Tie layout for No 20 Turnout.. s.e Plan Z21~. .,~ r 0'" he I per layout ueed on 39'-0" Switch, see Pion 2209 PoInt. of' SwIech L~ Block 60· Under"cut Stoek Ro I 1 U 11 II I" ,S" - ••11 ! ';t IS" 10" 10" 1;" I."'~" 10" .~ s ~n t ...!.., Dept. 12· 11 I -'I- . ,f ,f ~ ;!; ~"I ~. I 11 I I - ...! N ,.... r ,S'·· J::=,'''' .. II· ss ·10" .~ 'I ,f ;!; " .. !;!; ';t! ~ s8 11 18" If" f f 4'-0· 8 I rf . nr.i~t. ~ 'i· N 010. ~ -_o__e_- ~~ ., ~ ..." ..,'" N ~ ~i ~,j1 " <I) ..; ,;. ..... ,...... I q8I ,.,.. o • - 4'-,0· -- ~ 4'-'0· " 1/ NO'~ No.5 fi1 S· \L'i. 010 • , 5'-'0· '! No.6 SWITCH OffSETS (i} MASSACHUS£TTS BAY TRANSPORTATION AUTHORITY - 39' CURVED SPLIT SWITCH WITH fLOATING HEEL BLOCKS ~·=I"dla H. T .machlne bolts wIth square nuts,sprlng woahe.... and t"'cotter plne.Hex nuts at rocke ... clips_ "'S"=,,· machine bolts Par stops wIth s<\U01"e nuts", spring woshers and ... cot tel"' pI ne-. I." oS" •I •• •I I' ~ Side Plonnlng=22"-8- 1.32 RE No. 5'-10" No,,!] No.3- 4'-4" S'-5· ... to'" IO"----"~~ JB:"_-':" J5" s s 1 1 I il Floating Heel Sioek ELEVATION Of SWITCH RAIL [~~~,!1s ~[~4 I • 1" ~ ' II 1 19 '2 I __. . __ _ 2 ----~- II I~ ~ ---"'----- --'-- "IA mo I O 0 o 0 I . ~"oo•.J oP of Rail l: I" ~ ~" • _ _ __ •• _ . _• • _ . _ . _ _ . _ rn -'" . - -- - -·-·······-··f---f l ON' 19 2 _ _ ..... __ _ • _ _ •• _ . _ . _. _ _ _ _ . _ __ .__ • -+--_ ," 0 , , I1 0 3" • _ 5" 1_ , r -q =-i= @t..1G1J , m ~ PLAN (" 4'- 72: Tanoent o 10 ( 48 ...... I "~ 1 9~ ' I L3" i" V1 '4 ' 116 - . I" 2 ~ c!» 15" 13" f"'--. _ i /--3 .t' B ~ tGooent (Typ) 4 _ III 19.2...L. See No t e 2 iFft I" 4- _ _ _ _ _ _ __ r ~- ~-- v n 2 I )Jr _.... _ r:.. ~- \..1: 0 I 0 '.:-_Q~: ... ____ __ III 19- 0 I .'0 lIT I --~=;::- ~"" I" 4'4 / ~2'4 3" Jt? 4"-.1 A LlGNMENT OF GUARDING FACE I:'. -*=-'4 ~: =~~=-~~=, 3 3" / / 14 4 -- ... 132RE JAN XYZ I Weio ht ~=----:- .. -f\lIn. (Typ.) Gnd Roi I Seel,o Mo =----= 1986 ~~ " " M ELEVATION NOTES : IS " I. For d.ta il . of ... ttinO O.,<Hd roil, ..e Pion 2 3 10 . I" 10.1 72 2 . Fumish w i th 15/ 16" diomel., hoi •• . ,2"\ .,{ ~ Min I" / tr ", l 3" 4 ) " Min. -_../ END ELEVATION \ { r 't ,...-J ~, I I I I I I I SECTION A-A T ~::NSPORTATION ~ MASSACHUSETTS , \ '- -, SECTION 8-8 AUTHORITY I RAILROAD DN~G OPERATIONS Oc t. 2300 28,1992 ISSuE OAIT ® IssuE NO 101_01t MANGANESE STEEL ONE PIECE GUARD RAIL ~b_ ~ EN GINEERING OFF ICER ~~~ 3 -- f•• j\{. ,___ IY;' 19 IZ2 " ~ o o i 0 4/4 I 13" 1": ;r~ "1 ,:' " Cf+ ')01 " (0 i ",I.., i9/2 19 ~2" ~ 1c I9 ~2 >J..I.. ·1 " 3" i " 1/2 I 01 L +-+-- ---1-- 3 --'---- i 10 ~~ I TOPOf~OZ '"-r.;-'"', '2 0l!l0 _....M ,. i i9 19 2 " .. ,.. i3 '- 3 ' TO INDICATE TANGENT (iYP.). INSTALL PARKER SCREW. I i5 .. I.. ~ v,::..--=- = -= == I I NOTE 2 I i" TANGENT- 7'-IOY2 " "L 4"" It /. SEE PLAN >5" - XYZ ....... ~Y~' MIN. (TYP.) JAN ".jJ"I; 7T 3"£ !"~ ALIGNMENT OF GUARDING FACE 132RE .(.- 14 - ------1986 ~D -' ~ MONTH MANUFACTURED MANUFACTURER WEIGHT AND RAIL SECTION YEAR MANUFACTURED ELEVATION 13~3" ONE PIECE MANGANESE STEEL GUARD RAIL i8" '''' ~ .... ~'- I '3" 4 Min.- t i I I ' ,, I~ . , --~ "\I I'" I" 22 1 j 1." For d.tall. af utting guard roll, ... Plan 2310 . 2 . Furnosh woth is/I S" di aMeter 2 , .,'---, •... .J "\ I .- J I I I I I I I \ '" -_/ .... _, T ~::HSPORTATIOH (j) MASSACHUSETTS I RAILROAD AUTHORITY lL" Min. SECTION OPERATIONS OWG . NO. 2302 OC I. 28,1992 I SSUE OATE 0) ISSU E HO. 1 IG END ELEVATION hoi .. . Min. I , I' I 7: ~8 '- "\ I ---' 10 ..L" 2 NOTES: I. A-A SECTION 8- 8 13 -3" MANGANESE ST EEL ONE PIECE GUARD RAI L E~b_~ ~4- -~ =:t-q "" 532 InR L - ···---1 I.. I .l."• MARK W. RAISED CHARACTERS 1/4" HIGH ," +"++'+ +"-1 f\ /, .-LIS \ I, R. \/ \/ \, Y DETAIL • DllCTILE ... I. • IUL£ABL£ IRON IRON ]3" V SERRAT IONS OF 1II.OT D. ,. ---.-'-" '-'e! -t"-+- +"+ +.~ V MATERIAL TO SCALE I " Ii '-/IfF. LINE ~ o . a.L' 6 oex) ex) ~ w :r: w -l :r: 3" 8 [.t"J R. / ,f 132 RI! ," I a I ~--'- * +16, - 0 \ / I I / ,,. 1-- I I J I li"~ I 3 ./ I e 4 OETAIL~ END VIEW NOT TO SCALI! rtirl ~" 8 IHlIoI" R \ " \. IW In M.I. SERRATED WASHER FOR PLATE BASE_ . &}." c±) T ~~:NSPORTATION MASSACHUSETTS z'T · AUTHORITY \.._-- - SECTION D THIS BRACE IS A PATENTED DESIGN OF BETHLEHEM STEEL CORP. I . NOT 10 NOT SCALE A-A TO SCALE ·-"An I RAILt1VI"\ ..... OPERATIONS IDN~G 2352 r 6 - 5 - 87 ISSUE MTE ____ cv ISSuE NO RESILI ENTLY FASTENED ADJUSTABLE RAIL BRACE kbd__~ k~~ ENGINEERING OFFiCE H CH I EF ENGINEER ING OF F ICER 1 '- 04" i! '- II" -r Pol", oj I ~' di a. 16 4'-!! • '1- 20· ·1· oll End r I' 20T FROG ANGLE Roll End 9 0 -31'-38" t!.~_J u> '1'" o ,.17 D.",,". ;--;r;;l s 0.1111"9 I f!OI Trtottd,HI-TeMlle St,., 80'1'1 ,"Cia .. Squarl Ht:od A.S A. -H"Sqtior. Nut. ond $pnnQ WOIMr, ~ I .ci '" E _ ';;I~ '" .a ~, _ ;:{oo I ~ ~~r -+----- 6" - 6" --+"50rl.'l2Ib - + -- t{) N '" RAIL END DRILLING FROG TIE PLATES REQUIRED FT 20 Mod 2 - FT 23 Moo 3-FT21 2 - FTH 23 4- FTH 27 2 - FTH 27 Mod. I - F TH 35 2 - FTR 29 2- FTR 33 ? - FT-20M E..!1i:.ll FTR-33 ~t~ ~ BEVELING AT SECTIONS A-A a F-F NOTES 1- This pion hi for us~ with AR .E. A . re commended slonda,d. for 115RE,132R.E. SECTION 8-8 '~i- ''1'" 2 - Workmanship and material. Specification. " ~ '-IN .hOll be o. per current "A REA 3 - All Mils sholl b. dipped immedlalely before opplylnq (so thol all the threads o(~ IhorOUOhly coated) wi lh Greose. f-:::.": _~fR SECTION F-F 4 - A ll f ro Q tie plales must be cleady marked to show plat e designation SECTION THRU TOE EXTENSION 9" r.r ~~~NSPORTATION I MASSACHUSETIS ° SECTION G-G 000 ~ AUTHORITY ° SECTION H*H SECTION AT POINT RAILROAD OPERATIONS 2370 8~c,:_i~, '~ ~~~-=--'0-wo. NO 1;.sIJ E Dill E fSS Ul kO NO.6 SOLID SELF- GUARDED MANGANESE STEEL FROG ELEVATION Of POINT ~ __ ON __ -~-~ • ____ • _ _ _ _ _ •••••• • , • • uu,,_ •• f N . N ER ING on' le ER "'_~._ u ___ • _ ?. . . ._._ .. _."..,,//'... __/ ___. . . . . _z. ___ . __(~~ / ' .0 L:~'C'/-::: / ~ ~/ ( HIEY / 1;- f.NGjN[!·:R f(>H) OF I- le ER 10'- B - - - - -------- I, 1--- -- - 3 - 10" ~ ,.... , L •. -7 .,. " ,: 4 J :., ~:: -~_:~Q-31:'38· r.--~~~~_. , SCALE INcuES No T E ~ - ACTu ..... L... FJ:toG POINT To BE LEv E'-;5L.O PI Nco To ;t.ERO y..: (TOP 51-oPO: i r' 1 1l3Oj ~~~- r ~'l :131 : I ~i 31,,,," ~ELO\N t;/8- wi I~ WIDTH OP" " .~ 3 'Z1 r r+' 1m: ;"'- 1 ~ - ,N 10%) ' 1 I ' - ', t:'" '~ 1 ,T ~71 IT34: . / / ~,, ~ .~:...~~~~ --.::-~------- Sff TIE IWMBf.a.ING ON 51ANO""-O PLAN A-ZI " ; I ~H.T POINT \ POINT _.4_ j 2. 0 wu... e '- SECTION fop. . . SECTION .. l~ r;t::rJ B-B JOO lS ""0 HEAVIER RAILS . 1 I I I I I I. 1 I , : ; I J' 1..J L..(,...I I- I ,,. . '!l!- t" I 19'1 ..L 19 TIE , I ~' ~ I L-19~ .- B-9 FOR 65 tit R.~I L £ ! .. : 2 -- . ,- I" : 19 - .J.- 192"""';" Z SPACING I· ~ 191 .- .J INC~~5 SCALI; 'Uk o 7' 1 3 H:ET NOTES :D~G'I,Ot;TAIL5 AND C0I61RuCTIO"l SHAU. COHfORIfi m TIlE. PLANS ADOPTEO BY ,.Hf: AMIIRIe,...,. RAlLWA'f ENGINEERING ASSOOAilON 1>-.5 RECOMMEl'IO!:O PRAC."ICE. REFEREK<.I!:~ TO AREA.TRACK"'ORK PU,NS·.*600 - OATA AND SECTIONS . '600 ·S· FROG POIKT ANO F1A.NGEWAYS . -(,QI - 3 GENERAL PLAN . NOil'.-NO. :I . 'ROG BOLTS- AREA 5PECIFI(ATIO"S 1~3b FOR HIGH TENSILE. ~TRENEiTH, QUENCHED CAR&OM 'S OLTS WliH SQUA~ HEAO!.,EJ(TIVl.. HI!:AVY ~QUAR.E HUTS, NUT LDCKS, ROLLeD !>U:'EL AI'IGLJ:: WASHERS .t.NO 11£,0\0 UlCKS: HANG . HOl£5 £LARGER TIIAN FROG BOLi 01 A. . PLATf:5· THICKNESS 1- . FURNI!!f1EO ONLY WH(:N ~PE.CJFIE:O . FO()1'GUAROS FURHISoIeo BY R. .tl . WORI<MAMflWIP AHO MATERI .... L£. · A · R· E · A · SPEC I FICATlOHEo roq GE.HErv.L TRACKWOR>( . HOT£5-'-OH FR06 CA5T\t'\G H>FI-IOO~1I2~1I5·-130~13i·R,o\IL5 . BOLT SHROO05 TO BE ELlMINATEO. CROSS RIBS 8E1WEEHTHE 510E WALLS roSE :s- SH....PEO. CRO!>!> R18~ 'TO 8EATTACHEO To :510E WALLS OHLY, AHD TOSE PlACED "PPruJ.t(IM"'T~LV evEA'f 5ECOND BOLT5PN:.I"", AHOO<CUR I!IETWEEf'I BOLT HOLES . r BEAM DESIGH TO BE. USED IN HEEL ~xn:_NSION . T (j) MASSACHUSETTS BAY TRANSPORTATION AUTHORITY RAILROAD IOPERATIONS °N~G 2.506 ~ov 17, ~~ ___ I $~, U E DAn: C0 I S S UE Pl (J BaM NO. 6 RAILBOUND MANGANESE STEEL FROG '\ J::j. (____,_ ~ ___ _~u ENGINEERI NG OFFICER _~(l_ ~ C HIEF E. NGINE ERING OF r lCER ~:. ==~~=-.~.:=:.-._ . _. _ . . - ...- .. - ....-- .... - - -- ' -7:" 0 1--·· -------·- :..~ ..-.. -- 18 ·- 8i -------- ----- - --.-- - .--------....-..- -- -" - -'. "- '.'--' - - --:-- -.:-4<3 .--- ----- . . ~- -- '-- 3-2 --·--t - ---~ 6,1-- · - - - · -;-- "--'- - -1 1'- 8~ "-.- ..-. .---...-- - -- ----....-. ---.--.-..-.. --.. -.....-.. .--..... -.. '-" --- -'-"-. '..---.. z-s~.- -- Z "0 ••- - - )," ~ . __ -- CONE - r. . ~: ~ li' / CIHSEL MARl<. 1'::-----'---_ £. ~ & AT t" POINT .. ------..------,.--"'-~="~-,:~_-- ___ ___ _ ~ " __ __ __ ,,_. !7 r--~ .. --"-1- - -,!,.··-~"--i!J'li:'~;:.;,T~~··--o,,-=-.,;-j,"'*i~--":-==·I!:t~~ ffi =~tfi\;.:=-_O'-_-< 1--'------J~T~ ... ----'lnc--- ,_ ~ . . ~ ~. ~ ,r H]"AD .. RIvET 5 ,,31' 16 2: - FOOT .GUARO " -"fo-I3~ [<-13'1, r ,,!:' 14t'....., ZI<- -1 z/<- ~, :"" - , ~O~:-:~A~~: .''-~~~':~~-'::,~i~"""t,. ';' :., ..="j~~:::j~: :,:d;~;:::J;'~:' .::~:':.::,':",~='~;:~':y- ; I 1 15J-7~ ~ 11 ~ I -, - J =r I il- r - :>LOP~-k·IH G=-~~"-= --.L. l 1-7-~1'l~--lr- l--I2.~-4-I2."--'---'"~ 5~t;.J.~7r 7r~i _L l -- 12"- - - 8"- ~ ;~ ~ ~ ~~:- ----~ - - fi:c"~:,, ,jT.~?; • • . : ' ....' " ., • ACTOAL '006 y,~ 'O'NT TO LEV£t.;SL.OPING TO >:.r;RO ":T H~"" ", ~ (TOP SLOP'" y.i" IN IYS SCA L£: ''''"' "- ..I.- ',, '.LOW W'N' WIDTH Of' POINT ~ 13X') ?>;>." ,._ '00 . . " . -.:, "on ,. - - .TtON .f ...: i-13f--i - .' t...C ~'' ' '''' B-B N'~A~'I;I . ". 1 :1"53 : :1' 54: '" TO< .....,,""' ON stcTION C'C STANDARD PL"N A·14 r' .i'.r. . 1 :T561 h,f.,51 ' • •• Fo~ ",'fl:' • •, j T56 : ';\:" /' ....5". i' ': ::\.-., "GO' , : ~61i I..rh" :T8~ i ,J.,',. r./"'/';. .,./","': irS) ; iTS' , .~ "" C .1. '-'LL£R BLOCK ~]., . - . - - _. . SECTION B·B :SECTION D-D Fo.. 85 IOOLa AND HEAv,c", RA'L3 RA'L '--T- !·/~"" · I ~ -i LB l -..+. c±:.:o: _1"'-.'1 .. . .... : =J · RAIL mUlLING TIE SPACING INCHES t. ~OTE:S :- 5(6.1..5 IGJ...O o . '$ 2 : 1 F'EET OESIGN ,OETAll5 AND CONSTlI.UCTtOH SHALL CDHFOllM TO THE PLANS ADOPTED BY TH£: AME:RICAN RAILWAY ENGINEERING ASSOCIATION AS RECOMMENOEO PR.AtTICE . REFERENCES TO A·It·E·r.,- TRACKWORK PLANS.400 - DATA ANO SI!.ClIONS . f!SOO·&- FROG POINT AtIO FLAHI:>EW,"YS. ;f G09 - GENERAL PLAN. NOTE.· NO.3 . FROG eOLTS- A R Ii: A . SPECIFICATtONS 1936 Fait HI~ TENSILE STRENGTH .QUENCHED CAR.BON BOLTS WITH SQUAItE IlEAD5.EXTRA ItEAVV SQUAItE NUTS, NUT LOCKS, ItOLLEO 5'TEfL ANGLE WASII1!1I.S AND \lEAO LOCKS . MAN~. 1I0LES *"LAItGI:R TllAoH FItOOeOLT OIA. PLATES -THtCI(NESS I", FURNISHEO ONLY WHEN SPECIFIED. FOOT GUARDS FURI'IISItEO ~y R.R . WOQ.lCMAI'ISIIIP ANO MATERIALS A·II.·E·" · S~CI"ICATIONS FOR GENEIlAL TRACK-WOIHe.. • , • • t HOTES ON fROGCA!3TIH6 fOR 100 ' /12'115-130 · 131 f?AILS. eaL; ~HROUOS TO BE ELIMINATED. CROSS RIBS BETWEE:N THE SIDE wAL~ BE. S-SHAt'ED. CROSS RIB!'; TO BE ATTACHED TO ~IDE. WALLS ONLY, AND TO SE PLACEO APPROXIMATELY EVERY SECOND BOLT SPAOH6 AND OCCUR BE.TWE£N eOLT HOLES . -ro g A !IS" s%; 2 130' 6l!... 3',~ C DIAoM aOLT5 "~~ OIKTFIUl& OF O'AM.OVER THIlEAOS FOR JOINTS WtIGllT 1 0 2 6 6 131 ~6 Ie 6 . 2Xi 2'1& 1 " 1~2 I' IG I ~ 100 lie' so/s 2~s- 2'2 6,/i I'",' 1'1'> I 6 64 III 7Ye 3~ 116' 6~ z~ T (j) 2' 5% Sa: l'~" 1'& I e Z'2 GY'1. ,':4 • l\-ll" !.!8 3W s" , !/.4 , YS' ,311" MASSACHUSETIS BAY TRANSPORTATION AUTHORITY RAILROAD OPERATIONS D:~:; 2512 Nov . 17, 1966 ISSIH: DATE o 1$!:;Ur. NO BaM NO. 12 RAILBOUND MANGANESE STEEL FROG O-J - -~,, -,, - .----.- -- .- . - ~I...A-"-"._ ~ -- -. - E NGINE ER ING OfF IC ER _ltL.iL~ CHI EF ENGINE ER ING OF F ICER I--~---"-'---'----FACE ~ ~ ~, OF "'-0" . " C--, I [3f1 BftilfBJJ I n n BUMPING POST TO END OF RAIL ., ... r I tv n', " " ... 1/2",2"(MINJ <68" STEEL BARS AS SHOWN (4 PER INSTALLATION) PUNCH 7/S" DIA HOLES (2 PER TIE) FOR INDICATED TIE SPACING - USE 2 -3/4 ", 6" LAG SCREWS o ~~ ~ ~ PER TIE ~ ANCHORS (TyP) I INSULATED JOINTS PROVIDE BOLTED POLY TYPE INSULATED I JOINT ON ONE RAIL ONLY, 27'.:+:: (END OF RUNNING RAIL) FROM FACE OF BUMPING POST (IN SIGNALLED TRACK ONLY) RAIL ANCHORS OVA ~ JC4l J~l 1'- 4- '-- L- L..- 1_ Jd Af'<CHOR RUNNING RAILS AND MIDDLE RAILS ON EVERY TIE ANGLES, ETC PAST FACE OF (Ex""", wn;::;::: ::~nss 200 FEET PROHIBIT) AND FOR POST Q1] QQ[rQ1J Q 61 ~ BfJE~ ... 1'" 9 01 16", 12'-0" STANDARD 191/2" SPACING - PLAN "W-C SHOCK- FREE" ... - NOTES: MODEL "WA" IS AN EXTRA HEAVY DESIGN (1655 Ibs). USE ON ALL ENDS WHERE REVENUE PASSENGER SERVICE OPERATES EXCEPT AT Wo\JOR PASSENGER TERMINALS. HEAD TENSION SAR MODEL "WA" I 1/2".6" 2. A MODEL "W-C SHOCK FREE" IMPACT ABSORSING HEAD (435Ibs) SHALL BE FURNISHED AND INSTALLED ON ALL BUMPING POSTS UN LESS OTHERWISE DIRECTED BY THECHIEF ENGINEERING OFFICER. COMPRESSlON MEMBERS LEAST MOMENT OF INERTIA ( r) MOPEL"WA'; co ~ o r~ TENSION 8AR - 3. END !.iJ 4. THE '" l TIE PLATES 5 TIES AHEAD OF THE BUMPING MIDDLE RAILS SHOULD BE AT POST. LEAST 19.5' LONG(I/2 RAIL LENGTH) 5. EACH RUNNING AND MIDDLE RAIL SHALL SE SPIKED TO EACH TI E ~<! WI Tf! TWO CUT SPIKES (ONE ON EAC H SI DE OF THE RA IL BASE) 6. THE I NSTALLATION INSTRUCTIONS OF THE MANUFACTURER SHA LL BE -1 W CAREFU LLY a o a COMPLETELY FOL LOWED. 7. BUMPING POST SHOWN IS MANUFACTURED BY WESTERN-CULLEN-HAYES. ~ I I T ~~ZNSPORTATION (:f) MASSACHUSETIS AUTHORITY STEEL CROSS TRACK ANGLE RAILROAD OPERATIONS 3010 DN"'oG OcL 28. 1992 ISSUE OAT"( BUMPING 0) ISSUE: HO POST ANCHORS (TYP.) SIDE ELEVATION FRONT ELEVATION ~ ENG h~ --~~-~-- £RING OFFICER ~~ad~ CHIEF ENGINEERING OFFICER L -'1 TarQe l l o p of S _flc h Tarqer 'oro: FO ( tQ(qet, See Plan 3030 . ._... (IG C" 51' --- --J i ! I --IN 0 L· , '"I ~ ;~. ~ ~i h ',,'II Dia . , I I i __ I l ~:.V .- --.. 1-'--- '--JJ.-~ -. ~ ;,[email protected].··_ _.lJiZ ~ ' I.--- " ...j I ii 25" J -- -__, ·.. -,··· ttl l I ... . .I·'-I ~ J. :~ c_ / ·~I ... "' .. , _._~::-.=·~ -1 J: _' .. -- ;.::;. r [: : ::[2t~7.\ .I-~~~ ~ti :: :: : ::':::I"' 1 _ d ___ [ , MonufoClured By """,h,m St", BOTTOM TARGET " ADAPTER MODEL 50-8 ,. "4011 Hole : Nutlocks) : - (MODELS 50A and 50-B) " - 2 -5/e ">4" ~ z· ~/8" , 3 3 /6" ~-30-'b-w.-'QN--~ '..j~ . '. -~'j Co""oHoo r- ~. I •.. I '''~'' >-- --72 '. isody Bolta r .qulr.d{Am . S td.H.<JV1, 1 Untin'.h.d. H.lt Head, and Nuhwlfh . 3020 -1. o lrli '":~T~I .. 'II 11 ,t <--I«> I;~/' AdtJplf( - -~-..-- -- 'f .:.;....... -- ,. --;:--::/-- ( FOR ADDITIONAL DET AILS, SEE PLAN 15" .,, 0) It"OI O. i! I)· " ~0 --- JI - .- _ .••. _ ._.. __ ., ('\j )" :-r'l ·T-T; i6 i! " :! ~ _.:.:1. ..... f 'Pin - Ri ... eled Cost Iron PIO~DrIYe Fl t 'n~ 24i- ----- ] -- _.. 6" '-l€O , I ..... I~ t- ·· .~ _I.I "-IN I .u2b I ....-:L-.I . I" ( ... · 3-,idJO.-I THROW LEVE R FOR MODELS 50-A a 50- B 5;:~'''"'rT~Qr~~t~-..J'2.' .' ' --ji• , .f l · ·~QdJ 24} - . ~· , ti '· ~~Ioct :-- FRONT VIEW SIDE MODEL 50-8 VIEW 25" FRONT . ; ~.;_ I .' " .. -J VIEW SIDE MODEL 50-A VIEW .r- ~L I rr I , ' T- TOP-MODEL 50-8 ! T ~::NSPORTATION (T) MASSACHUSETIS AUTHORITY RAILROAD ~Nv;,G 3020 - 2 OPERATIONS 0~~':-1-;;2' ---® -~ssu£DAj-·E----·-- Issue NO. NEW CENTURY SWITCH STAND INT ER MEDIATE - MOD E L 50 - 8 AND ~ ..... __ _ (\U. ~---..---. .........._ __ ._ ._ .. ........ ENG!Nf £R IN G O~TI( ER _ :O-A . '1 {!J / ' /eL /..-; I.• L......~",C:-fJ. ~ ~/ / ----- ... lf::'. LOW - MOD EL / /" / / (.: / ,-"_ L . . ._ __ C H IEF ENGINEE RI NG Of F!cER TERMINAL NOTES: TERMINAL ~ ~ ~ I ... R,,' S wil,' H."",INo,,4) Cover Hea-t;- EI;~~-~t~--~ithl-ns ula tion .. 1, All mounting hard"".,. including Inap-on clipl, boha , nutl and w ..t.. .. IhOlll be hot dipplld galvanizied or .tainla .. Ite.1. 2 _ All s nowmelt .. r .. lament. Ihall be provided complata with futenino Swi tch Machine hardware. 3 . Fo, a No , 20 layout, add a crib Mat.,r in the t..lpe, rod bay and •• now melt'" junctwn box, 4 , At ope,ationally critical Iocatwn. , dual .witc h reil and crib t..ater•• hall be inltaned at directed . 5 . BrackeU lupporting the crib t..ate .. Ihah be in.taned 5 1/2" below tt.. bu• • of rail. The under the crib t..atar. mu.t ba clear .nd .Io~ for dreinaga of the crib . .r". , ! L! ! t:l 11! !! ! ! !! ! ! : i :1,) ! 1i i : i I !Uiii !i Ii j ~ iii ;i ! i : t ; ~E:~:: --t---/ L..'2"ITYPI SMJB* , _ _ ~inum Co~uit wi th WireJ:!:i'R)~ 17")( 30"x 12"(TYPl SMJB* .1' r N O NOTE T/5 3S ---r-L_ .J I ~ - Aluminu m Conduit with Wire (Typ , ) - = Snowmeh., Junctwn Box Aluminum Conduit with He.ter Lea(h Aluminum/Fibargl ... Conduit with Wire Switch rod/Rail Heele.. with S.aIoMi Terminalt Aluminum Conduit with Heater Leads (Typ.) 2" Fiberglass Condu it with Wire to Snow Melter Case (SMC) TYPICAL r ---42"Belowl [ _ ~/~ _ ~ Ls" , LAY 0 U T Stock Rail crib Heater --~ Hot Mix Asphalt Underlayment (See Drawing 1030) ____ '~ L SNOWMELTER J Insulation S. Cover Between Adjustable Ro il Braces I '+ Heater Elements Single or Dual~r TO Switch Rai I SMJB Rigid Alum i num Condu i t Under Tracks Near Switch Points and Heel Blocks TYPICAL SECTION Soo p -on T ~::NSPORTATION (j) MASSACHUSeTIS AUTHORITY I RAILROAD OPERATIONS OWG . 3040 NO, Oct , 2.6,199 2. TYPICAL SNOWMELTER LAYOUT ~ DETAI L AT RAIL H EATER I NSTALLATI ON (i) I SS UE NO ISSU E OI.TE /7 ~J' ~ O):,~ER----~(~I------ ~a~:I' CH IEF ENGIN EERING OF FICE R - ~ 3.k 11r .!! .... Lli.....- - - - L ·0 ~ YARD LIMIT SIGN SPRING SWITCH SIGN USE 18-. ,,'aJNN- ALUIotIMUM AUDY 606' - n No. 221' YELLOW SCCTQIlITt: . . , ICI5 euCI< sC01'CNGAL 7"SiRI£S 'O-LETTERS ...."C:H 2-~-"OLU.u SHOWN FOR Z -Jr."IOL'Q Z ..... LONG AND .. w~as C~fUM PLAno ~.5I&N' REQUtQED OH£ ON EACH SIDE M POST. UJCADCIf 1I~3- FROM CENTER LM Of TMCIC. s.... SWlTCM SIQN 0PP05IT£ SW. POINT ~ ,I I ' ,I,' f--- II., • I ~~} -( ' , . .\A:\'h' ~ I, I .,I, - u--.t. I'l MILES PER HOUR TO 8E INOlCATED IN t.ltA.TIPUS l II· I • / I . U ./~"-. NOTE: I, " ...!.. ....._--, Oflo-"'LY. .,. ~ f: -,~: \ '\ ~ ,,,'' i ... ~, ~, ", I, • .J SNOW FLANGER SIGN SPEED RESTRICTION SIGN U5f ..... a.....- AUJWIIUooI .ALLOY u- SICTOI JIOSf ..:AW~ UlIIE A .o4o' - T •• HEAIn'N STm.. 3D-.f(HOL.ES - , . . Cl:NTfRS. &£II&YNS ., I'05U ~-1 ...... 'tfLUIW .saJR:Nl.fTl. • ~ SEaS "If NUMIIEJl!S ~ IlACI( 10 IlL SMOlIfJI" SIGN POST OI'~. RQU...EJ) 0fIEN 1IET£JlaIIE.I).'" FIDA 8M£O OWII£L FIHt$N (BUCK) Nt-." ........ Alt'_,.. $CIJ1'&MCAI. zzn ALUIY f'UIIQf Z -... HOt.£.S AS Z - ~""T~ ~ z- ...... NoW .. WASHERS CAPIoCIUM PLAno. J.1lCATo. - POST II' LINE OF. TRACK ~ PO • =lCDfTER UIjATJII-1IIJTL£5ri TM.Ul IIIIE · KAU' t.a.I: .. ADIMNQE _ TMe'..,...T AT WMlCH n£ .5f"E£O II£SllIlCTION 1E1OIKS. un YEL1.OW scorocun PUNCH 2'''"HOlEJ AS SHOWN fOR Z - Jr." toLT5 r LOMQ- AND .. WA~HEAS c.,u)MKJ ... ~EO. IO'-o~ fROIjI CENT£R UN£ ()E' TRACIt. !fIO'.()- FROtoe' 811STRUCllOM ON ENGINUJIS 6IDE ~rn AHGt£ TO TWE RIGHT. T ~;1NSPORTATION (T) MASSACHUSETTS AUTHORITY L.£J:AT!QN I RAILROAD OPERATIONS OWG. NO 3304 Nov. 11,1986 ISSUE QATE (0 ISSUE NI) SPEED RESTRICTIONS, YARD LI MIT 8 FLANGER SIGNS ~___. ~ ...h!£l_/~ rN G INE~R!NG OFf iCER IZJ PlAns W'Q6" iJO - 40}~~ctI.!tl)UC(;S?EED OOARDS W) U - SECTION POSTS S'-6"I.DNG ~.4()( Z)SLCW BOARDS . .. (26 Z' BOLTS • M'~' Z) RE.SUME.'SI'E.f:D BOA~OS- .. 1 REDUCE:-SP£EO BO..... I(DS,) SL.DW BOARDS SHJ6L£.~) "ESUME-SPEE.D ) PLA n: s BOARO:;''' 10"~18.. (tO-ZO) - " 2,4' r - --·--- 24" 1 -!--··-- . - '-- l--S I - - '] · - r REDUCE SPEED BOARD U SE A 24', 24 ··• .081-ALUMINUr-I ALLOY I bO(' I-T6 No.2271 YELLOW SCOTCHCITE 0~ REV[RSE. jlDE U5E .. 55 BLACK SCOTCHCAL · I >C' " la"ALUMINUM PUTES)WITH 9' Stf?I[S -D' NUIABERS (605 BLACK SCOTCHCAL) AND NOZZ71 YELLOW SCOTCI1L1T£ ON eACH $ID( AS fOllOWS: (10 - 20), (SO-40)(ATT..ICH PLAns WITH CADMIUM PLAT/:D BOLTS AIVD WASH~R5) i OIJE PO:lT WlfH I _ _ '. :.':.. L ..) <~. i ,\ , ' ' \ ,r ,j t -I u----...i. 6R£[~ I R£5UM[ I SP!:EO BOARD I ~ u ~ ~ c. Y EaOW YELLO ~S5 ailE POST WITH SIGN 0/01 EACH SIDE ~ I 100' YELLOW r------lJ5LOW BOARD - ; : : See NoleA YELLOW r RE9UC£ SPUD j BOAR" ~ I .., , GRE EN 'fELLOW fi.----.:.?O'.. ~LOW ; * 600 GREEN IF STOP SIGN -----, ;:;: I RE:lUI.1E Sf{[O BOARD BOARD T (f) o w U 5 E A 24 ", 24 ·· x .081"A L UMIf<UM ALLOY No 2 2 71 YELLOW SCOTCHLITE . 8" SERIE S ' d· LETTER S ('OS BLACK SC OTCHCAL . ON REvERSE 51Df: USE 4S5 BLACK SCOTC HCAL g lJli.~t:N 0061 - T~ ' I ~R[SeM( : & : SPEro 8",ARD , "- I ::::;= '3%~ nN~;'eA -.. ~ YELLO W R(O(;CESPUD U e,GARD 'f~ t~~ ~ BOARD :>IGN:> I :: VAfdABlE AND 5 EE DRAWING 3307, BOARD LOCHIOW OF TEj,jPORARY SLOW BOARDS - DOUBLE TRACK SLOW BOARD PROTECTE D AND UPON THE RIGH T 0, 4/J D ADJ OIt-JING TI(ACK To WH ICH iT REFER S YE LLOW IT REDlICE 5?EED ;~I~><?¥fM'" ~ : I .43 FOLLOwS: (10- 20), (30- 4ql(ATTACH PLATES WITH CADMIUM PUHD f.\OLT5 AND WAS HERS) NOTE A THE r1STANCE:? BETWE'Er. I S A FUNCTION OF T nACK SPEED, ELLOW SLOW BoARD ~X~~~ jP££D: .., I '<ESUM~gNJ 6" SERIES 'D" NUM8ER5 ( 605 5LACK .sCOTCHCAl) AUD NO 2271 YELLOW SGuTCHLlT£ ON EACH S IDE (TO BE U5EO WHEN A SU mlOA RY ;< [ST;?IC T IO " IS SET UP WITH IN THE: LIMITS OF Res r i! ICT ;oN) LOCATIOIJ: 100 FT BEYOND THE POIIiT T o BE BLACK 5COTCHCAL. --See Note"A .GREEN SLOW BOARD TWO ?~T~~~~~L5l(??:I~,E~CJ.~~tU ;~rfEs1~~gTC HCA L SCOTCHCAl, ON REVERSE SIDE USE 100' REDUC~~~~D ~ USE · A 2 4', 24 ·, .oM·ALUMINUM ALLOY U SE A 24", 24' " 081'· ALUMINUM ALLOY "Obi - TO,. No. 2 27T 'GREEt-< 5COTCHUTE. 4" 5£RIE.5 '0' LETTER S {'05 BLACK f SIGtJ ONf:ACH SIDE. UlJ INTERMEDIATE RESUME SPEED BOARD RESUME SPEED BOARD NOTE: PuNCH HOL E S AS SH6W~ ON EAC.H PLATE ~O R~' 80LTS 2,"LONG Willi CADIUM PLATED WASI-lE.RS.", ""=~ ~ ~ . 9I •I _lJ h OGI - To'> . N o. 22 TI YELLOW 5C OTCHLITE 4 ' 5 F.;;;' [5 'd· L E rT Efl 5 605 BLACK 3CJTCHcAL TWO A T TACH~8LE (W" = I~~~~ lu~l=rl "" <0 L ---i 2~'---- ---1 ''i <0 '0 J." AUCHOR PLATE Z4 - - , -- - II C , : . ~I~~J R:;~E~31 ,,!,~~ ~~J ---J - 1' --- -- J;.--V rn __ W _I __n : I 6~U/~~;~N P03T$ ,H,"lONG ~~ ~-.~~~~~~ POSTS 4- ll" LCUG GAD~: ~<;:--'-lI--T ! I I )PLAHS [(nil\' (16-lO) - • )PLATES10'<Uf (30-40)-. l 1 --- CZl I(EOUC('-"Pr£O BOA1<OS (2) SLOW e.oARDS (Z) RESUME- SPE£D MA~. t)3' " (z) PLATES 1'<12' (lo-aO) • CZ)PLATE5 T'12 ··( ~- 40) .. 108 (MIl!) 3 ~Q£ : YELLOW ~ 5L OW BOARD IQ;O' Min --+-5 a NoI. A ~: R[S UM~~~~DO I~ I BOARD LOCATION OF TEMPORARY SLOVI BOARDS - SINGLE TRACK II MASSACHUSETTS BAY mANSPORTATION AUTHORITY RAILROAD IOPERATIONS r:'G 3306 Dc !. 2 8, 199 2 -i5$'UEOhT£- --- '- CD IS::IJ[ NO YEL L OW R£OUCE SPEED BDARD - ;;;;;;:: TEMPORARY SLOW 80ARDS / "---; E;;(;~Fr;~R"':'-~-- . / /1 i"/~-:: f.;Z __ /L.~c,,:::,,:bt:_ ._ // / /. ~{, ./ (' B ):- f. / ' / // ' // // L Nlj !Nf FHINr; (lf fIC!! R _ -- 51:' 2 ---~ r----- ~22:j - __}_--t--;r (- ' ~~' t---- ------ -------- - ---------- -- ----- -------- -------- -20" - ------ --- - --------- -------- -- - -- - - -- ----- --- ...... o L ~<t i o "- !<'J o '" . S Ii) E I :-+ _L '--IN n'c--, i- -t. , ~ Ii) I ~I ---- [ -= _I <t -.., =t<') :::::-_L T E A -- -'--R-I-,i ~I'" '-I'" !$) I - --i A N OJ ~t HORIZONTAL SIGN NOTES 1- The sIgn pla,e sholl De 6061- T6 aluminum sheeting _081"lhick _.wilh one SIde e ov~r ed w,'h No 2870 Silver Scolenlile and No _60S BloCk SCale"",! leUers _ 2 -" Close Cleoronce "s ,qns ShOll be displayed where ob jec ts dono! provide for full c learonce 05 pe r Plnm 1012 to 1018 TM signs Sholl be otlOChed 101/,,, sIde of a C build ing or other flat surfoce and sholl be held awoy tr om the surface about I ,.E_ /'\. -+------ ",L :"j<.t o ~=~:!-- ~ _ -,__1- VERTICAL SIGN II tlll'ifh fUf( ift q strips or spools. fo allew for venf ilotion , NO.14 ol umtnum round head wood SCrews or fdiO_Oluminum bolts sholl be used toal1ach The slqnS,. Al um inum T (j) MASSACHUSETTS BAV TRANSPORTATION AUTHORITV RA~ROAD OPERATIONS DWG . NO_ 3312 Nov _ 17 . 1986 15 5U [ DArt: (0 IS SUE tW o washers Sholl be used utlder heot.1s of bolts or sc rews 3- LetterlnQ to be M BTA Standard Holveliro fo r th e vedi c al silJ l'\ and In the cO l'ldenSt!d form for the hor iz onfa l sion 4- Sions to be turni!.hed wi th a tt ac hment t\(Hdw or~ . CLOSE CLEARANCE SIGNS f!d. _ __ fS~_~~: EN GI NE ER IN G {)Fr!(:f R W_CL L~ e tHE r ENGtNE f:R IN G Or F tCfR I.. . . . -! IZ" / "'I -1 • . _- R 0 I 1/2" {TYP.I I 3/4 " • 4" I 1/2" NOTES: I . Free sta nding sign,~ ,0ot altac hed to fence s mounte d on stee I U shaped posts. 4" Ie" t o be 2.P la ce signs on both sides of righl of way facing bock towards highway g rade c r ossin g, at end of stalion plotforms and at any location where trespassing is a problem . I 3/4" DllCE TAKE NOTICE • 3. P lace 2" ~ I/Z" 7/16" DIA , - - -- - - - - - 24" ROW fen c e s at intervals not exceed i ng Dwg . N03206) and on all gates (see Owg . NO.3207) i" MASSACHUSETTS BAY TRANSPORTATION AUTHORITY I 1/4" on 20 0' (see 4. AII sig ns mOun ting shall have six holes drilled to allow on eith er posts or fence fabr ic. I I/z" ·1 SEE NOTE 4 NO TRESPASSING SIGN - Signs 10 bq 0.0 81" t~ick Qluminun ~lIoy sheel - AS T M 8 209 - While rafleclorlled background . FS L - S - 30 0 A TYPE, Clou I or 2, - Block gloss sIlk SCfeen T ~::NSPORTATION (T) MASSACHUSETTS reliectlvlty I letters MHO mUl e rials spec. M 7,04, 12. I RAILROAD I~~G OPERATIONS ~.':.t AUTHOR tTy NO _ .,,_ ENG ~ ~_____ . _. . ___ ISSUE OATt. !s::;u!.: I-I /) + TRESPASSING SIGN . __ ,, _ _ ,,_•. RING ('!rf(C[R 3352 2-~-:--I~~i~_~-'([5" - J. ~ •• _~_,._~_ ~~~(J .~. tI?u::2 /~'l !t ~ _-k::.-? f . r-!FTHIN'.i . W,I , ft : r;( ~: R-
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