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211-8" Roil-l
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191. , " Bonded '"IUI ...d tlola'
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-
'H1 _t.1.II ADM
\+--11 TI ••• II!.O·•••
Pl., Rail
TTL
iT I
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~ ~_
la"a"·_~..
.......'.,.
M'n.-32·
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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~ ,'_,"
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T' ••
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fit'
,"_110.10
ttftf~0+
.
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I?
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".at Pia, hi...
~
32, 6Lit
"
92
"I'.
-I-
8"--j
II
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• ~
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~ ---,
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I
r
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.
/"
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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" •
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See No t e 2
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14
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JAN
XYZ
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=----=
1986
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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 •• .
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END ELEVATION
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SECTION A-A
T ~::NSPORTATION
~
MASSACHUSETTS
,
\
'-
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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 "
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TOPOf~OZ
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i3 '- 3
'
TO INDICATE TANGENT (iYP.).
INSTALL PARKER SCREW.
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I I
NOTE 2
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ALIGNMENT OF GUARDING FACE
132RE
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14
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-'
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MONTH
MANUFACTURED
MANUFACTURER
WEIGHT AND RAIL SECTION
YEAR
MANUFACTURED
ELEVATION
13~3" ONE PIECE MANGANESE STEEL GUARD RAIL
i8"
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4
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MASSACHUSETTS
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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
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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
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V
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OF
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---.-'-"
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TO
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NOT TO SCALI!
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PLATE
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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
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16
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'1-
20·
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oll End
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FROG ANGLE
Roll End
9 0 -31'-38"
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6" --+"50rl.'l2Ib
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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
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0
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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, ~~ ___
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:SECTION D-D
Fo.. 85
IOOLa AND HEAv,c", RA'L3
RA'L
'--T-
!·/~"" · I
~ -i
LB
l -..+. c±:.:o:
_1"'-.'1
.. . .... : =J ·
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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
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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
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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 .
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THROW LEVE R FOR MODELS 50-A
a 50- B
5;:~'''"'rT~Qr~~t~-..J'2.'
.' ' --ji•
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·
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FRONT
VIEW
SIDE
MODEL 50-8
VIEW
25"
FRONT
.
;
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"
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VIEW
SIDE
MODEL 50-A
VIEW
.r-
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rr
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,
' 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
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----- ... lf::'.
LOW - MOD EL
/ /" / / (.: /
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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
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....
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
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MILES PER HOUR TO 8E
INOlCATED IN t.ltA.TIPUS
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NOTE:
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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)
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YELLO
~S5
ailE POST WITH SIGN 0/01 EACH SIDE
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100'
YELLOW
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BOARD
- ; : : See NoleA
YELLOW r
RE9UC£ SPUD
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GRE EN
'fELLOW fi.----.:.?O'..
~LOW
;
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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
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)PLATES10'<Uf (30-40)-.
l
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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
/ "---;
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t---- ------ -------- - ---------- -- ----- -------- -------- -20" - ------ --- - ---------
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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.
~
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