NOTES ON REVISION DATED 10-28-92 This revision

NOTES ON REVISION DATED 10-28-92
(
-,-
..
-'
j
This revision of the Commuter Rail Book of Standard Plans Track and Road way, dated
October 28, 1992, represents a complete replacement of the previous document dated
November 17, 1986. Plan holders are hereby directed to remove ali material between the
binders of their present books and replace with the enclosed package.
Of the 86 plans in the previous book only 16 were not revised. Those 16 are included in this
package to simplify updating the books. A total of 55 new plans have been added.
The new plans incl ude:
Add itional material on clearances
S ide track installation
Hot mix asphalt underlayment at turnouts
Transitions from track of varying track modulus
Frost bracing and blocking
Various spikes
Plates fo r use with screw spikes in turnouts
A different turnout design using floating heel blocks and longer switch rails.
Derails
Bumping posts
Grade crossing
Fences & gates
Additional signs
Many of the turnout detail pians such as vertical switch rods, switch plates and the frogs are
common to both turnout designs. The original plans for those elements have been modified
to allow their use with either design.
As an aid to find ing the various turnouts, an explanation of the plan numbering system may
be helpful. Special trackwork and related material are numbered in the 2000 series. The two
middle numbers denote the frog numher of the originai design turnout: that is, 2080, 2 100,
2150 and 2200 number series are for number 8, 10,15, & 20 turnouts respectively. The ;;~w
design, which is a revision to the original, adds one to the middle number so that 2110, 2160
and 2210 number series ir.di~ates the new design for number 10, IS & 20 turnouts. As noted
in the paragraph above, the plans of details ~uch as switch plates and sw itch rods are common
to both turnout designs .
Another significant change is that all resilient fa,tener turnout pl ates have been changed to
provide for lagging with screw spikes rather than lock spikes. Lock spikes will now be used
only in convent ional timber and ballasted track construction outside of special trackwork
units .
As informat ion, the following plans from the 11 - 17-86 issue have been deleted and not
replaced:
1010 - Minimum Clearances for Rail road Equipment
3102 - Typical Section - Chair Rail Crossing
311 2 - Nelson-Chair Detail
In addition, the fonowi ng plans have had the numbers modified:
j
There are currently two turnout des igns in the standards. The original design wh ich uses
solid heel hlocks is retained. Minor revisions have been made to that des ign including the
rail layout and insulated jo int locations . There are new designs for tJ,e number 10,15 & 20
turnouts. TIle new design features 60 foot undercut stock rail s, longer switch rails, float ing
heel blocks , uniform risers and 19'-6" long bonded insulated joint plug rails . These turnouts
are ident ified as "Floating Heel Block" turnouts to distinguish them from the original des ign.
Unless otherwise specified , the new floating heel block turnouts shall be f"rnished with any
new ord ers. The orig inal design of 1986 will be used only for replacement of material or
certain specific applications when approved by the Chi ef Engineering Officer.
3020-Has been renumbered to 3020-1
3021-Has been renumbered to 3020-2
MBTA - RAILROAD OPERATIONS
INDEX - STANDARD PLANS
{
DRAWING NO.
ISSUE
NO.
TITLE
ISSUE
DATi-
DRAWING NO.
ROADWAY <I. CLEARANCES
1000
1002
Typical Roadbed Section · Double &: Single
Track on Tangent
Typical Roadbed Section · Double & Single
2
2
10-28 -92
Standard Clearances · General Roadway
2
10-28-92
Obstructions-Tangent Track
1013
1014
Sttlndurd C!C8rBnCe S
Tangent Track
Df
10-28-9 2
Stations -
Standard Clearanc es - Tangent Track · Signal
Equipmont and Utilitv Crossings
2
10-28-92
ISSUE
DATE
1110
Hoedblock Tie Layout & Dapping DOMits
2
10-28-92
1120
Concrote Tie
2
10·2892
1200
Wood Shims for Tie Plates
10-28 -92
1204
rlost Bracing and Blocking
10-28·92
1210
Cut Spike
1214
Timber Drive Spikes
1216
lock Spiko for Tie Plates
1217
Track Drive Spike
10 -28-92
1218
Scrow Spikes
10-28-92
]0-28·92
Track on Curve
1012
ISSUE
NO.
TITLE
2
10-28-9 2
10-28-92
2
10-28 -92
1015
Cleur8nces for New Overhead Bridgos
10-28-92
1220
Tie Plate t or 115 LS RE Rail
2
10-28-92
1016
Minimum Vertical Cloarances by Route
10-28·92
1222
Tie Plate
2
10-28-92
1224
R6silient Fast6ner Tie Plate for Lock Spikos
2
10-28-92
1225
Resiliont Fastener Tie Plato for Screw Spikes
1230
Spiking Arrangement tor Tio Plates
10-28-92
1232
Rail An<:horing Details - Jointed Bnd CWR Track
10-28·92
1236
Bridge Timber Anchoring Oe!ai!
10-28-92
Segmonts
1017
lOIS
Standard Clearances - Tangent Track Bridgos
StBnd6rd Track Cente rs & Sida Cloaronce
Increasos for Cur'J'od Track
Passeng~r
10-28· 92
2
Platforms
10-28-92
1019
Clearance at
1020
Side Track Installation
10-28· 92
1030
Asphalt Underlayment at Turnouts
10-28-92
fOl
132 LS RE AaH
10 -28 -92
2
10-28 -92
RAIL AND JOINT BARS
TIES, TIE PLATES & FASTENERS
1300
115 LB RE Rail
2
10·28-92
1100
Standard Timbor Tie
10-28-92
1302
132 LB RE flail
2
10-28-92
1104
Tie Spacing end Spiking Patterns
10-28-92
1320
1 i 5 LB RE Joint Bar
2
10-28-92
1106
Anti-Splitting End PI!lI O tor Cross Tio$
10-28-92
1322
132 LB RE Joint Bat
2
10-28 -92
1108
TransItion Ties
10-28-92
132B
Compromiso Joint 8a:s fo r Too Rail
2
10-28-92
1332
Standard T reck Bolt
1340
132 RE Bondod. Insulated J oint
2
I
10-28-92
2
10-28-9 2
ISSUE
DRAWING NO.
\
till....
TITLE
DRAWING NO.
DATE
TURNOUTS AN D CROSSOVERS
2000
Standard Turnouts· General Layou t
2
10-28·92
2002
Standard C rossovers - Genersl Layout
2
10-2B -92
20BO
No . S Turnout · 8i11 of Mattlria!
2
10·28-92
2081
Offset s for No, 8 Turnout
2082
No. S Welded Turnout - Tie and Raii Layout
2083
No. 8
2084
No. S Rai/bound Manganese Steel Frog
Cro~!30Y6r
2
10· 28 -92
2
10-28-92
2
10-28· 92
2
Nt), 10 Turnout
2101
Offsets for No. 10 Turnout
2102
No_ 10 Wolded Turnoot • Tie and Rail Layout
2
10- 28-92
2103
No. 10 Crossover· Tift and Rail Layout
2
10· 28-92
2 104
16 '· 6" S traight Split Switch
2
10-28-92
2105
No. 10 Railbound Manganese Steel Frog
2
10-28-92
2 106
Switch Plates and Gage Plates - For 16 ' ·6"
2
10-28·92
v
Bill Q1 Material
2110
2112
2
~
2156
No. 15 Rai/bound Manganese Steel Frog
2
10-2B·92
Sw itch PIeces end Gage Pl ates - For 26' -0 "
2
10· 28·92
2
10·28-92
2158
Vertical Swi tch Rods and Adjustable Rocker
Clips · for 26'·0" Switch
2160
No. 15 Tu rnou t with Floating Heel Bl ock.s· 8m
ot M;)!" rial
102e 92
2162
No. 15 Turnout w ith !=ll"I8ting Heel Blocks · Tie
10-29-92
2165
10-28-92
26'-0" Curved Split Switch w ith floating Heel
Blocks
10-28-92
2200
No. 20 Tu rnout - Bill o f M a te riel
2
10·28-92
2201
Offsets fo r No . 20 Turnout
2
10-28-92
2202
No. 20 Welded Turnout " Tie e nd Rail layout
2
10-28-92
2 20 3
No. 20 Equil ateral Turnout - Tie and Rail La y ou t
2
10-28· 9 2
2204
N o. 20 Cros sover · Tie and
2
10-28·92
2205
39'-0" Cu rved Split Switch
2
10-28-92
2206
No . 20 Rallbound Manganose Steel Frog
2
10-28·92
Switch Plates and Gaga flatBs - For 39'·0"
2
10· 28·92
2
10-28-92
2
10·28·92
2207
Rai! Layout
Switch
10-28-92
N o. 10 Turnout w ith Floa ting Heal Blocks - BHl
of Materiel
2208
Vertical Switch Rods end Adjustable Rocker
Clips· tor 39',0" Switch
Tie
10-28-92
16'· 6 " Straight Split Switch With Fio81ing Heel
10-28-92
No. 10 Turnout with Floating Heel Bfocks
10-28-92
aod Rail Layout
11 ~·1 7 · 86
V ertical Switch Rods end Adjustable Rocker
Clips· For 15'-6" Switch
2
Switch
S w itch
2 107
2209
Typical Po ...... er Switch layout with Helper
2210
No. 20 Turnout WIt h Floating Heal Blocks - Bill
o f Material
10-23-92
2212
No. 20 Turnou t w ith Floating HEW! Blocks - Tie
and Rail Layout
10-28 -92
221 5
39'-0" Curved Split Switch with Floating Heel
Blocks
10-28-92
& Rail Layout
211 4
ISSUE
DATE
26'-0" Curv ed Split Switch
1 0 -28-92
2100
TITLE
2155
2157
10-28 -92
. Tie sno Raill avout
ISSUE
N O.
ISSUE
Stocks
21 50
No. 15 Turnout - Bill of Material
2
10-28-92
2151
Offsots for No. 15 Turnout
2
10-28-92
2152
No . 15 Welded Turnou t - Tie and Rtsil Layou t
2
10-28-92
2153
No. 15 Equilateral Turnout · Tio and Rail Layout
2
10-28-92
2154
No. 15 Cros$Ovo( - Tie and Rail layollt
2
10-28-92
MISCELL ANEO US TURN OUT COMPONENTS
2300
II
10 ' ·0 " Menganes{) Steel One Piac{I Guard Rai l
2
10-28-92
DRAWING NO.
T iTLE
iSSUE
NO.
ISSUE
DRAWING NO .
DATE
10-28·92
2302
13'-3" Manganese Steal 0013 Piece Guard Rail
23 10
Gu ard Reillnstnllefion and Maintenance
2
10·28· 92
2326
Frog Tie Pl ates - Railbound Manga nese Frog
2
10-28· 92
2328
Solf-A ligning ShouidtH Tia Piates
2340
Re siliontly Fes taood Turnout Pla hJs - For Us e
Bohind Hoel o f Switch with Graduated Ri sers
2
2341
T able of Dimensions for Resiliontly FastotlfJd
Turnou t ?tates wi t h G reducated Risers
2
2342
Resiliently Fas tented Turnout Platos No.8 & 10
Floating Heel Block Tutnouts
10-28 92
2343
Resil iently FS!:itented Turnout Pintos No. 15 &
20 Floating H eel 8lo ck Turnouts
10-28-92
TITLE
ISSUE
NO. _
ISSUE
DATE
2530
B&M Solid Monganese Steel Self Guarded
Frogs
11·17-86
2540
B&M Hook Flange Guard Rails
11 ·17· 8 6
MISCELLANEOUS TR ACI( AND APPURTENANCES DET AILS
2350
10· 28-92
3000
Hinged Block De rai!
10·28·9 2
3004
Sliding Block D6tail
10-28-92
3006
Split Switc h Dt)"rail
10-28· 92
3007
Operating Rod Support Bracket for Split Switch
Der ail
10-28· 92
3010
StEil'll Bumping Post
10-28 ·9 2
10· 28-92
10· 28·92
w
H al'll Block and Switch Rail SlOP - 13 ', 1S'-S",
26' 8& 39' Switches
2
2352
Resili ently Fastened Adjustablo Aail Brace
2
6·5-87
2356
Switch Point Guard
2
10·28·92
2360
60 Ft. Undorcut Stock Rail
10·23·92
2370
No. 6 Solid Self-Guarded Mangane se Ste el Frog
10 - 28· 92
2372
No, B So lid Solf·Guarded Mangano se Steel Frog
10-28·92
2 3 74
No , 10 Solid Sal1 -Guardod Mangane se 5 t301
10-26-92
10-28·92
3020- i
New Cenwry Switch S t ond - Intormodieto,
Model 50-B And Low· M odal 50-/,
2
10-28-92
3020·2
N ew Century S w itch Stond - Intormediate,
Model 50-8 and Low - Model SO-A
2
10-28-92
3023
Low Switch Stand - Racor - Style 22
2
10·28· 9 2
3030
Switch S t and Terg5t
2
10· 28·92
3040
Typical Snow m oltor Layout
3060
Guard RaH on Bridges
3062
ReSili ently rastoned Bridge Guard Rail
10-28·92
2
10·28-92
10·28·9 2
GRADE CROSS INGS
Frog
REPLACEMENT AND M AINTENANCE MATERIAL
2502
ReplBcoment Bolts f or Railbotmd M angane se
Frogs
11· 17· 86
2504
Repl acement Bolts for Self-Gua rded Frogs
11 ~ 17 · S6
2506
B&.M No.6 Railbound M anganes e Steel Frog
11 - 17·86
2508
B&M No. S Railbou nd Manganese Stoat Fro g
11·17·86
2510
B&M No .1 0 Railbound Manganese St<)el Frog
11· 17·86
2S 12
B&M No . 1 2 RElilbound M81'!ganese $teal Frog
1 1-17 -86
2515
B&M No. 15 Railbound Manganeso Stoe! Frog
1 1· 17·86
2520
8&M No . 20 Reilbound Ma nganoso Stoel Frog
11·17·86
3100
Grado Crossing Layout
10-28-92
3106
Typical Section Full Depth Rubbor Crossing
10"28·92
310B
T Vp iC8! Saction Rubbo , RAil Seal Crossi ng
10·28·92
31 20
Tomporary Timbe r Grado Crossing
10· 28·92
3200
Snow Fe nces
10-28- 92
3204
Inter Track Fonce
10· 28-92
3206
Chai n link Fencing
3 208
Chain Link Fence Gates
~G
III
2
10-28-92
10·28-92
DRAWING NO.
iSSUE
NO .
TITLE
ISSUE
DATE
§!ill!§.
3302
Mile Posts
10-28-92
3304
Spoed Restrictions, Yard Limit & Flangtn Signs
11-17-86
3306
Tempo rary Slow Boards
3307
Tabie of Slow
33 12
Close Clearance Signs
1 1· 17 80
3314
Clearance Warning Sian
10-28-92
3344
Do Not
33 52
No T respassing Sign
3388
Public Crossing. No Werning Devices
n o...
Boa~d Plac~ment
2
10-28-92
10-28-92
Di stances
Qunad C ables
11- 17-86
2
10-28-92
11 - 17-86
M ISCELLANEOUS
40 56
Steel Beam Gua rd Rail Detail
11 -17-86
IV
if.
TRACK
'I
I
'
I
2'
3'
2
I~
I
6"6"
- -
' "
I <t. underdrain i
So
----I
, I
r
... '
I
I
L
,.
I" Top ot Bollos11fn Bose ot Roil
0
°.0
t
t
'T!R
,
l'7 ~
J..'
_.
9' '7"
.
6 ' 6
I
1[/
"'-W aif or other
f, Obshuct'on
._1
--I--"-J
~
jj~
I
i)h'!,~ ----L.. , ,, ft
~o ~ -;-:.i/
8':SU~bOIl05tU
2
jI
D
I
I
;;::::]1
"
-
Track -
19 "1"
lJ~I~=~·~=t!-=·==~T::-~~-?---t----~~~~~T-~~-~~~It-;='-~-;.I.~-~~.L~
l- 18
I
MIN.
DITCH
I
I
I
1
-
I
~
TR ACK
II
I
q'-7"
It.
"i'
'9"1" i
. <"
·~.
!
off
12"~
Boliosl
c . " . . · ·,
., . {
yt,,,
T/R
,
"
1"/1''f1"~
-"~o~
•..
. .:: ..
.
I
2
. .. .
::::::-11
Subgrode
4,6 Min. / '
~
FiI! Slope
//
2
I II
,,,
'7
'i.e I
. ..•
0
c.
0
_
''''L''.' 1:;,
•
,
0
I
6'·6"
I"
'"
::
II.
c""osu late Unrtprrlrn'p Trench \
'" oo ,.,te)[ll e r-Uf,,_
SECTION WHEN SI DE DITCH
IS NOT POSSIBLE
'Cu l Slope
':P '-...,
NOTES:
I.
STANDARD SE CT ION
2
12',4"
.
I
At loc ation!> wh ere su fficient 1>1(1& ditch is not possiblo.
perforated
FOR DOUBLE TRACK ON TANGENT
pip~
underdrain 112"
nllll .
use
dia I.
In now cons t/wetio r" When s ubgrade cond itions W8rrant (he use of
geotelftlle f .,b rK: . place fabric ~ th" s lJbb:sllsst.
12' ,4"
1
DITC H
Cu t S!ope
T ,
4 ¥6 Min.
t
. .. .
T
(T)
Subgroda
/
MASS AC HUSETTS
a.v
iR ANSPO HU . TlON
AUTHORIT Y
ow,
1000
RAILROAD
' 0
OPERATIONS ~~!....!J~.
'~ ~ " f
[)U"
CD
A
,5SlI£ .. n
TYP ICAL ROADBED SECTION
DOUBLE B SINGLE TRACK ON TI\NGENT
~F I II Slope
STANDARD SECTION
FOR SINGLE TRACK ON TANGENT
/:./
//~/
~t/a... ;;.:c~_J/~_
/
("HI[ ~
[ Nl ,'Nflf.ll t; ;
or'r le.1-'
*'
19'- 4" Min
,
,
J3'--o "plus Z"p€(
e Ui
it-
Cu(ve~
ree of
Slope
2'
,
sC
r. IOitch
!
.. -
18-2 Mi n
~ e .,I '
_1_
II
MlO .
'~ " , :" tl '""r""""
,=
: ' ' ' . .. ..-". "".. " " ~ '\ .' '' ..t'' ''':'''''
_ ' ",!hoi>,
"" '.:
". . '.' " "," ',
, ""
. .'
. ...
.I .. _ .... " '
l'"
I"
,
di
'
''/ lI.
'' .
I.I
TiR
/
Fill
STANDARD
SECT ION
FOR DOUBLE TRACK ON CURVE
23' ~ 4 " Mi n.
I~
II
.'"-.;'
-I/'s"
2
II
IV
.. ..
' : ;. ~
Subgrode
~
I
..
SEC TION WHEN SIDE DITCH
I S NOT POSSIBLE
'--.
2. ln new constructIon! when subQrade conditions 'dorrant
fhe use of qeotextile fa brlc 1 place fabric beneath the
subbo lln st,
4,1;'
I
12' Bo ast
.... :- . .
~.
;:o . . ;-~ ' .:' . .
8" Subbollos1
3. Wherever the ou tside track hot the grea te r supe(tlevotion,
in crea se ihe track centers 3 1/2" oer I" of SU pere le vat io n
T/R_
!
'
:0.. O '~"
2
di tfe ~ e nc e,
Min
j
2
1/
T 0"
CT)
Y ASSACHUfii.ETT.
TRANS PORTATION
AUTHO"ITV
~
.-/
~- Fill Slope
~
RAILROAD
OPERATIONS
,.,
1002
NO
0,4. 2B .L..!992__
\$S"~
"""It
0
,,.WI .. 0
T YP IC AL ROA DBED SEC TION
DOUBLE
STANDARD SECTION
~
i. At locati ons whe re suffi c ie nt s ide ditch is not poss lble l
use perforated pi pe under dro i r; (12"'min . d io.).
1 5.1:.
J.
~
Encapsu late Underdrain Trench
il'l Gf!otexfiie Fabric
"I ncreos,e
"I
I
J~ '~
. . -.
\
*-
I
I
i-\
these dimens i ons as necessary to ma i nta i n
minimum distance of 3' bet ween bottom of bal last
shou lde r and top of 2: 1 Slope.
I
h
Min.
Slope~
Min
12"Min. Dio. lJ nderdnl in-l \
I ,n,
4'6"M
"
. ".... ..' . >.
2 ---y'. '--...
11 "
/
6'-6"
a SINGLE TRACK ON
FOR SINGLE TRACK ON CURV E
?t./U'
iH£fRt N(>
0 1 ~ I((R
CURVE
2
( " IFf
t~GmHHIH(, ortlCf fl
Overhead bridge. pIer Of
abutment, refainlng wOlls,
ond othe r ob st ru ctions
in cluding temporary borricade s
f or con struction, etc .
.. /.
...
I
,
~I ~
t-
H
15 ' O' Preferred
8 - 6 Min
r
I:I
!
~.Lf'-~._~~~~~(ed ~ I
:
..j
I
j
I
[Q']I
...
~.~-l-!
====::±=::==r----j
.t
.,:L
t .__ . -- -
1i
,.
'
II
20'-0" Mo x .
I
M l n~:._
'l
I
~:Ji~_!:'!"~J~!~___
,
A ut omot Ie h Ighwoy ~
c r OSSing devices
1- 6
13'-6" Min .
,--
~
~
:;;
~~. - 6 _ .",,"'-_1
12-0 Preferred
!
1
r·.......- - F1ong er mo-;-k'e r, slow
board
whistle
post, ele .
G-";" ""
~
[I
/'1
I~nce
. IO' - O::"~
( where
Rd .
practical)
STA ND ARD
CL EARANCES _ TANGENT
TRACK
A·L ow 5'-'1 "i lch stond or Electric l ock (l ess. than 3'-0 " hi gh) - - - - - - - 6'-6
High switc h s t and ( more t ha n 3' - O"highJ - -~ -~--·--- ---- -- - 9 ·- O"
G?
T
MASSACHUSETTS
DAY
TRANSPORTATION
A.UTHORITY
{)',I( O.
2
''" 281011992
RAILROAD
OPER ATIONS 10<1
' ~Sll (
PArt
G .
,HI1( NO
STA NDARD CLEARANCES
GENERA L ROA DWAY OBSTR UCT IONS
TANGENT TRACK . /
\,J"'JL ef2il_
~ OfF!c~"
wa :iL-/l
t!
~_
Cl-l l£F EI.(;lN f[RiNG OFnCfR
It.
'i
Tro ck
Minimum p l atform widt h
sholl be
Troe k
!O'- O'.'
1
,
I
I'~:::!; sC,ol ',. ---
""2* - - -
n
I
i
Pr ef erred Min 10 '-0"
Abso lute M i ~~-7- r:".·6"---
5'-1"
j
""'-I -
-- -- - -
I---- Face of Colum ns. Bench es S
Other Platform
Ro ilin
of
I
otend
pl o.~orm
I
L
I '
,<:(;:<,\<:<::0:::::" _ '_ \ : « ( " ' \ ' \1
LO W
Foldi n g edge
--r
r •• roc . ed
I
Fo l ding edge - : .
i n p lac e
7'-3" ~
"
I
I
-,
r
r
I nte r 1r o ck
__p_~ence "
II
!
3 · 1/2 Mo,.
-r
~
-O~
r
Pre fe rred
C
* _____~ ..
I
__ . / /
/
i
-00
e
cs '"''"'
\ . - Foc e of Colum ns , Benches 6
Other Platform Fu r nishing s
HI GH
.f -
-';'
~
.~
r
--
~~ oIi~~f~;;nd
,~
-----'
.
'0
.' :2
';
PLA TF ORM
i
STATIONS
*"
Indicate s dimensions to be increosed foc
Curvoture os ind iC{l 1ed on Drawings 101 8
1019 .
2. W he n t rock cen fe rs ore less than 13'-0 ",
min l rnum
distance from
o f tra c k 10 foce of
fe n ce shaH be 6'-0':
t
"
CLEARAN CE
r equ ire d by freig h t ope ralor
"
AT PASSENG ER
NO T ES'
"
Edge
-r-------
CLEA RA NCES
FOld ed up
~
SPEC IAL HIGH PLATFORM
W he r'e
r1
STAND~RD
Edge
'1 :;:;::'..,
1
e '- 6 " Min
I O' ~ O"
<i
~1Wi=r-~'~''l'\;:-;:' ' ' ' ' 0\:'\' '
I
I
!
.9 •
I
II
: :
T rack
I
-r--r!
I i
I
1 "1
• "
.'"
5-7 Mi n.
I
~
')
'1
...
I
Fence!
I
~
P L ATFORM
8"
__
' a I ' .
I
--===1
I
Ii.
"* .
I
Ii·I"~!
I
I
I
!
J
EQ UCI' -------...
L
5' - 7
I(See spec lel deloit,
bel ow S note 3)
C%l
,
FUE~~~~?_~__~~:"6"u~_0_~~._____
---;;J,,'
1«
II
*
"I'~~'!;;'~'LI-------~._~--___,. . .
I. -2::_~'_':'in~ ~
r
I
I
3. A t mojor lermi.,o!s with direct fixotion ond no
fre i gh t operotion, llse 5 ' -4
10 high p l otform.
®
T
MASSACH U S~lT S
BAV
TRANSPOR TATION
AUTIiOAt TV
RAILROAD
OPERATIONS
DWG
>< 0
10 13
Oc t. 28,1992
-,sM-~".lli~ · · ~~ ---'
(0
,~~~ ~
NQ
STANDARD CLEARANCES
AT STA TI ONS-TA N GENT TRACK
~1dJ;t~__
~
/l
If·
~4 ~_~
__ ~!
ENGI"H~~;
C. H!ft
------------------.----- ~o( """4
I
(175' SpOI'!
--T
Cros5inQ
fn(l..I\,)
I
I
~
0
1
--1--'-
- -L,:
'- - -tl_-=---= =:::::"J
I
=h-,1_2 i;=;=
ll ~ ,
r ~ -r- ====~-.J
I
,
I
j - --
.
I!i
41
S',".
H~cl e r
='""
::J_,.r: ~'"
Coc,"."
~
I~"6'_
tJt
~' I
_
pi pe
I
~3in9
pip e
where required.
' 0' -0"
,
2 -0"
o
,
b,
0,
<
MIN IMUM
21-d'\
Power
Pawef
),M9
0 to 750\1
750 10 IS,QOOV
,.CO'
POVl!!(
line.s
15 10
50
3d-o"
lines
KI,I
Olher than power ti nes
Sealed endo!d cas;nQS
Open erlded casing1:
End eosing beyond ditch
End co sin'.1 beyond slope
CosinQ pipe
Carrier pipe wi thout cas ino
Bl:ried electric !inell
Railroad siQmlt lines
CommllfllCQtions tineS
Swit c h Hcal!tr Flleds
CLEARANCES FOR OV ERHEAD 8
Ai 120°F Amb ie nt
Temperatur e
,',
!I
Iz-o'~ I
~
I
I
~I I~'='-·'-'
6·-r ..
,I
-·1
e
,7
i
6"
~ I
1 ! _'~91.
I,
(See Note!
I_O W<lrf Si900 1
Sn ow Me ller
,Ju(lc.lon Box
L
EIHtriC' l eek
OTE:
SI!.) fHll
Oe'.icripl ion
6'-6"
/"";,-
'>"
t~
Dimension
'I
I
rl'
~" I
Ii
L "- =. =-=--=.--_-:--=..b- __3
Buried ele ctric
comm unications or
slqflOl line
'7 1
4'-<1'
.".
FOUl'ld Gtioll s Shall Oe Le'/ e i w itn
Tap
of Rail Excep! Dworf Slqn.tls Be . .... een Trocks~
fOll'ldot;Orl 10 b e Le.el with Top ot Tie::.
STANDARD CLEARANCE TO SIGNAL EQUIPMENT-TANGENT TRACK
27 Cd:/
2s'-d'
45'-{)"
2'-d'
3'-d'
4~"
4.-0'
4'-0"
2'-6"
3:" 6"
3 ' ~O"
BURIED UTILITY CROSSINGS
®
T
MAS8A.CH08ETTS
••v
TRANSPORTATION
AUTHORITY
I':c'
RAILROAD
OPERATIONS I
10 I 4
0<,. 2., 1992
!i'svtc;.;:ii-
--
121,
,u'¥.m
STANDARD CLEARANCES
TANGENT TRACK
SIGNA L EQUIPMENT
UT ILI TY CR~
e.
C:::/z::2
E!tGtNHR INI,; OH'i C(R
;C,
U l ilt
f.fiGi'j t'( tll,,><:. OFfiCER
in
III
~
- S e e Note 1
It.
Trae k
It.
,I
I
Track
I
12 '-0"
Minimum o f 13 1M O" Track
•
Centers
11
18 ' - 0
(Not. 2 )
Plu s Allowance for
Curvature, Etc.
I
I
Top of Roil
./
I
I
!
~see Note 4
L=r---!
~
!
I
"--
~
i
•.. _ - ' -
Q
Q
see Note 3
I.
see Note 3
NOTES
----See D rawi ng No. 1016 for Ver ti cal Clea r ances by Route Segment .
2. Provide 18 '-0" of S ide Clearance' on S ide Designated for
Access IMo intena nc e Roadway .
Size d to have a Flow Capacity
Ditches, 12" D io. Min.
3. Provide Storm Dra i ns
Adjacent R.O.W.
®~:;SAeHUSETTS
Equal To
TRANSPOATAllON .
AUTHORITY
4 , Wherever Bridge i s Built with Less Than 22 ' ·6 " Vert i col Cleorance,
Design. Foo t ings to Allow Future Undercutting and Lowering Track
I
RAILROAD ~;:
OPERATIONS o~~.
I~Su{
10 15
28,
1;-~=--0
'S~U I.
OM':
C L EAR ANCES FOR
NEW OVERHEAD BRIDGES
To Pr ovi de 22'· 6 ':
/1
_ ~t,_~
[N
f EfllNG OHIC!:R
_
liQ
.,/~ /
~~;"f~~~~lf'
MIiNIMUM ACCEPTABLE VERTICAL CLEARANCES FOR NEW OVERHEAD STRUCTURES
NORTHSIDE
LINE
SOUTHSmE
Min, Clear
SEGMENT/LOCATION
---~
"
to'"
~_§_~~~~ou1e Main Line
"."n... Branch
. ... .
GI()ucesler Branch
.. -
.
junction to
Dar1Vers Branch
! Salem to Danvers
,~~~~ Route Main Un_~
• Bosion to
West Route Main Una
. . -- .
---- - - - - - - - - " - - - '.-- ------
~B"'tl~'l'eor!Branch.
-
.!>()uth Middleton Branch
..
M & LBranch
20' - 0"
Naedhml1 Branch
18' 0"
Dedham
Junction
22' 6"
Junction to State Une
to South Middleton
West
Old
.. .
20' 8"
_._c.,
Lowei! \D.~ac"a'YJ to State Une
19'-6'
Fores! Hills 10 NevMn UpP"rLall,
18'-0"
18'-()"
Junction !o Millis
in
-
,,.,, to Franklin
I
18'-0"
----
22'- 6'
._ -
--
ulh
.._ a.~ _
Greenbush Secondary
......
1 8'-O~
Willows (Ayer) to Fitrh
...
.=r.1
Brook to Barllo
Hudson to Marlboro
Ayer to N.H. State Line
I
I
i
I
I
I
I
7'0"\
'
1
See
!
I
I
\
,
2'
\
Boston 10 Brainlree
18'-0"
vii
Braintree to Middleboro
ZO' - 8"
ru
C
I Nol, I ] i
I
III
Braintree 10_f'lyrn'"
18' - 0"
>--1
I
.'h
Braintree to Greenbush
--
[I
18' -0"
If
\i,
I
I
--k.
18'-0'
i
W-yi!
-
~i:-±Pione
_ _
I ~r::-- iI
-------- - ------
i
. .
1
~---=-----rl
21
o
otTop
Of Rod
L Where
there ore vertical
curves, calculate and compensate for mid ordinate of an
85' ~O ,1 long car.
-
Boslon 10 Willows (Ayer)
7' - 0"
d
18'-0'
--
Obstruction
ff
~~.
-,-~
19'-6"
to Seekonk
Overhead
I
I
lS'-O"
Jet to Whitlencion Jet
I "
r
---- --
to
FitehtJurg Main Une
~~! I??_~o S~?!1~ary
to Stoneham
Main Line
18' 0'
El()Slon to Lowell
_____ 10 Woburn
18' O'
JuneliOI1 ..ZO'-B"
North Bmerica to Bennett Haft
18'-0'
.
GreenvilleBranch
Franklin Branch
East Junction
Wildcat
Central
Mass. Branch
----
i BasIOn to Rhode Island Slats Line
---
to Dedhmn
18' O'
Stoneham Branch
BillericH_:;""o ndar\,
iMln, Claar!
22' 6"
Riverside to
.- - - ---~- ". ---
u,
iFitchburg
Main Line
-
(;~ri(j(x)
18'-0'
--_.._- :;!()LJ~t11()~8ranch
18'- 0' Millis
Wakefieid 10 "
......
Shore Une
--
Lawrence to Stale Ling
Hampshire
Main Une
I New
·· ..... -.
N~~__ ~'__~r:'2p~!~re Main Line
,-Woburn Branch
.-.
E
18'- 0"
---,- - -,-,
.
(8M) Main Line
-.,~-
rl
Evereil Junclion 10 Lynn
SEGMENT/LOCATION
UNE
20' 8"
Bosun to Everett Junction
t:ast Route Main line
20'-8'
-
22'-6"
18'-0'
. _._--
........
18'- 0"
18'-0"
NOTES
1, Supefs!evated track is to have clearance measurements
takim psrpendicular to plane of the supef9!evation as shown
11"1 dashed Hnes.
2. Vertical ciearaoces shall be measured from the lowest
proj(lcoon (rivet, bot!, pipe, etc.) within 7ft. from centerline
RAILROAD
(j?
T ~;XNSPO}TAT!ON IlOPERATIONS
MASSACHVSEITS
AUTHQRl,Y
MINIMUM
BY
of track on each side, as shown .
3 . Clearances shown era minimums and raquiro MaTA and
Mass. DPU approvals under 22' _ So.
Q~~-
n )
ffRING OFfiCER
I
DW'
"0
I 016
~~!~
_y,,;;--j"~U ( OAn
_
G -'
,S 5 IH_
'10
V ERTICAL CLEARANCES
ROUTE SEGMENT
a
u1?'t--1
/.~
<2L.:1
(!!iH
____?t
fNGiNEfRING OI-TiCt'H
TI~
"~'"'
c
Vi
~
I·
,~~
0"
I
I
-9=
!~
U
c
u
0
~
~
T\~
I \~Kne. "/
il - L .
htor ...
,
:'"
d
I
T~,- .
•
l-
t
\
,
I
I
"2-.--
I
Railing
I
I
I
~ '
~
I.
~
"'
I
~A-1
I
.
haded area
f
a
wfl. Ie
d
.
Rai !r oa
'
withll1 5
Obstru ctlons.~
n approvol
a lkwoy
5'-1
Clear~+ --.ILB
i t lIne
~
~
I
-~!
,I
!I
'0'1
0
.5
, - ~~
r -_
"th
aniy WI
. f Engineer
Chle
Opera ti ons.
_
..lL~ -=:l=~
,
__
s' - 6 "
k~
=;='>
~L
DETAIL
AT
THROUGH
PLATE GI RDER
,
'-E:=
Through Girder
Th rough Truss, Oecx__ Truss
O( Deck Gi rder
.1
• If dimension 'h' is 4'-0" or less, then dimension
rnoy be r ed uced as sh own above with Ihe fo ll ow in g
DIMENSION
DESCRIPTION
•
Side clearance
,,'I
a
Standard
b
c
Clearance to wolkwO~ r oiltng
St andar d side cleoranc e
8- 6"
d
Stan dord
4 - 6" open deck bridge (use 5'- 1" on ba l lasted deck
provided tho! walkway is not morE': than 8"
obove lOp of near ro i I)
8-6
8'-6"
clearonce to walkway edge
(For Tangenl TraCk)
a
conditions:
Bridge is not wit h in yard limits.
., Sign" w;n not C[ eol Man on S ide of Cor is posted
on hoth ends of fhe structure.
" On new bridges, a safe ty wol k out s'ide the q ir der is
pro .... ided.
For additional clearance for Cury1ur e, see Plan 10!8 .
STANDA RD TANGENT TRACK BRIDGE SIDE CLEARANCES
(For thr ough girder S
truss, deck
truss S girder)
T
(f)
MASSACHUSETTS
SAY
RAILROAD
TR,.NSPORTATiO".
OPERATIONS
AUTHORITY
",;;,' 1017
(i)
Oct 28, 1992
-7s~TiM:-~" ~--
,~ ~(;t;
,", 0
STANDARD CLEARANCES
TANGENT TRACK BR IDG ES
_V~L.
E ~::'[~£ "'''G
·)H:CEJ;
~?ld£L~~
CH' U
iN Gi N£ Eiil:-.G
o ~ nC £ f<
81~6"+jllperlOt
Cr itical Cfeorance
Po int
"1
13'-O"+2"per 1°
8 '~ 6"t'I'jp6 rlo
h /5 x. SE
I
r.----- Cleo~ooce
Clearance __~~
Line
Line
~
Stondor'O Sid~ r. lecronce-TanQent Tr'ock - - - - - - - - - - - - - 8 '-6"
SE-
~~.
Track centers between
Mainline Tracks or Yard Trac/!; s - - Mainline or Passino Track and Ladder Track - - -
l::J
. ~._()"
17'- 0'
I
Increased side clearance for curvature ... - - - - - - - - - - - -
I
I" per
,0 *
Increast!d 1rac\l; cent~rs for curvature - - - - -~. - - - -- 2"'~rlo
I
.
Increased si de clearance tor supe re levotion - - - - - - - Wh ere SE is S upere l evOllon in Inches
h/5 x SE
h i s Height to Obs tru ction in Feet
"
For Clearance Adjust me nts 01 Pa sse nger Plolform~. see Owq. No.IOI9 .
NOTE: Where possib Ie, an J8'-0" sid! cloarance
will be pro'lidttd from the center line of
ona track for a mainfenance roadway .
STANDA RD TRACK CENTER S B SIDE CLEARANCE -CURVED TRACK
T
®
. . . .,. .,..TT·I
::".l'OftlATIOO
AtrntO",UTY
RAILROAD
I~ERATIONS
I
':,'
1018
Oct. 2e, !<Jon
'HU ..
QAT(
a.
STANDARD TRACK CENTERS
SIDE CLEARANCE INCREASES
(OR CURVED TRACK
"££~r
\\.Y,"_! __ ~.M~
V'
t21
'¥ 110
...
~q~ 2-'?4
"'_.~M ._u·~
. .. _ •.
I_
5 '_ !"
5'-1"
T"?'""7'7-;7':Z7:J1[ITl11II
P .lone
I
8"1
rS"
~
I
\{
X
i
5'- 7 "
1
NOTES ,
I. Where curv(Uure is in e~cess of 2.°-00'
ond/or supere!evation is ove r
horizontal
clearance to be rev iewed by Chief Engineer
Ra ilroad Operations.
I':
I
t
I
4'-0"
1I1lI::;::"
I! :;-:???
IT!
Track
V
2. On certein through freight rcutes~ additionol
side clear ance must be provided for by t he
use of special fold - up piatform ~dges
mod,J of m~teriQI which win shatter or
fold bock if accident ally strUCK iIi oJ
4' - 0"
i
,p-
_J ~
, ""
t
T
,.,.
I
<.L Track
~-;-
5'- 7"
~
J
down position ,
j:::
Plane through T.O.R
LOW PLATFORM
HI GH PLATFORM
TANGENT TRACK
5 ' - I"
+ ( 1.0" per
degree of curve)
I.
11
+< I
all
per degree curve/+{O 8 " per In ch
\ 5 ' - 1" +(O .S " per degree of curve)
~
\
~
Track
8"
't Superelevotion z Eo
1
1
7:
5'_7
J
8l"I
~~Side
I
V
InSid e
af
Curve
/ / /7
'4'-0"
5
rurvi"
'-'
of
Oulslde
V Curve
r--r
EO; I!
\5'-7" +(0 S"per degree curve) - (O.S" per inch Eo)
I
"I
_AI
<t.
I
Track
I
'
E
upere evatlOn I ~ a
-1-
T' irrTIc::::~?'"
4 '-0"
Ii
~~tslde
Curve
1--:±~~~!=I~~F::=r:=;!::=--r
;:
Plane through T.O.R. I
-
T
tV
Plane fhrough T.O.R ..
1
LOW PLATFORM
HIGH
i
-~-- -
2e,
S$Uf. N O
CLEARANCE
PLATFORM
PASSENGER
CURVED TRACK
/l
>:~
/ ,d
..idL~._~,--_.,,:::";:_:_:c __ l..:...::.."--
.... 1 "E N G!NfER!~" OH'!C[R
L ·...
,.
~:~SACHUSETTS RAilROAD ~;~__-.!..9J_~.__... ,,~--TRANSPO~TATION
I! OPERATIO NS !1 .oc-'--.
i'39~_ 0
AUTHOf!!T (
,~sut ~~ll
AT
PL~TFO~7MS ~
//
&"'<{(i:c.~~f
Cllfr:;o
~Nr,INFf~HO';
')f, :(. H l
1II1II
I
I
MBTA
!I!
,
MAl N LINE
"NORMAL" DIRECTI ON
nlT r ~
17'-0"
OF TRAFF IC .. "
"
~
__---t11lTl!! I
.
\
"'~'''p
111111
--::-r ==r .-=r=.
-.J~ :..:::r::
"-MBTA STANDARD NO. 10 TURNOUT
NOTES:
1 . Turnnout IT 0 I .hall be 132 RE. welded, reaililtntly futcned per MBiA
cu(nmt atandl!rd with Hot Mixed A.ph"lt to be ina t.Heei under .n maio line
T.O:" n per plan 1030.
2. No {olav (ai! ..... ilI be pafmitt&d an MBTA propiHty, except with th" ;1XPUIII&
written permi •• ion 01 the MST A and uflder no circumanlne.,. :h ... 11 tM nlil diffor
from th.e n'l;Jin linl~ rail in w!I;ght Of Iflction .
3. Ai! T.O.' •• h.n be trailing point (aa depicted I with rupect to normsl traf1ie
direc tion unk!: u oth(IIWile permitted with the eXprea. written authori.U tion
from the MeTA.
11. The m.)(imum curvature !cslcui.ted by chord defi nition) on sidetreck... h.n
be a dUQt08 of curve not exceedino 12~30' un!. . . othetwi.a .nowad by the
deaignated height railroad u·r-l'icinl1 the ,idetracll': but in no case on MBTA
prop"rty .h;!l! tho l:Ieor,,$ 01 curv", exce"d 1 2'!30'
12. Exi.ting anlluau. pa tt&ma .h"U be: maintained iwhaYl$ "*cGuarvl bv th.
inct4U.tion of .. p ipe (1 r min. I to facilitate draln.ge flow ac rou; Sidatrack
ME:'I4I. Pipe shall hll"... flow capecitv equal to tho drt;ch 4m:i chail be "I!J"iew.d
by the MBTA on • • it. cp.c:ifK;. b ...il. Pip. sh.1! b. dasigOl'ld tor fajlro-.d
loading _ IE· SO) .t U'pectati depth belew bottom o( tie.
4. MBTA t'orees (or th",!, designee! ;haU perform til! T .O . in'3t~Het jon and
tracKwol"k on MBTA property to th'!l property tina,
S. !11 tMritory with concrete til8<l1. thon nrviced by (ho lidetfeck IhaU be
r"spon.it,!¢ lor the costs of removal ot ther concrete tleiS arid additIon .. !
Tran sition tiel to rnaint~ir. tuck integrity.
5. Sidetrack. whIch ClOP4 down toward the main li(I" she-Ii net exceod
Qlade ( 2ft~ vertical per 100ft. linear!.
It
2%
7 . Any I§;dotrac:k. tloping toward tN! main line .. hall b_ equipod with IS SpUt
Switch Derail with inllaUation end m4intl'Jn.nca o f the Dl!lrail tne nupon,iblity
of tholl$ aerviced by the Sidetf3c!( uoteu O{h(!llWile approv"d . Location of thfJ
Detail subject ~o MBTA approv al.
8 . Under no cicul11stancs. I hall rei!H)ad car. Of other equipment em::toach
beyond ~h. clearance point and ihouJd clearance point b. on MSTA pfoperty.
No car or oquipment .han be allowed to .tand between the prOp.!rt'l' line .nd
the clearancti point without th6 !!Xpfe .. writ1en p.rmi .. fOfl o f the MBT A.
T
(f)
9 . Unat!sndwd deraa, .h,U ba \(ept lock.d.t .11 time. in the normal po.iUorl
(Dereil ~on~l if th •• idflltr5ck. is oecu pied by railroad CMS.
10. Additional s\ructufes , such iU ooUsrdl, m.y be ne<c~ullr{ to prattlet the
main line an<! til. COlt 01 th~ . . .dditional atructUfU ,hall be borne by tho ••
lervicC'd by the ,idfltr.ck .
MASSACHU51!.TTS
BAY
TRANSPORTATION
AUTHORITY
RAILROAD
OPERATIONS
DWG·.
NO.
1020
O(:t. 2B, 199Z
~
IS~"O
SIDE TRACK INSTALLATION
1 'tL
~~iG
'O~~'"ICS1'-----
"
~a J,
£L4I
CHiEf EhG!!IlfERING o t FICER
1.10'-0",
i
1 '
1 '6 '-6"1';"
fAANSlT lON TIES
(2."RIGtD
30-8' - 6" Tlu. 0118"= 4e'.C"\ G1191/2 :
fO
'i
---~.---..-
AUJMINUM CONDUIT
AT HEEL
~-~
OF LONG TiMBERS
BLOCK
/
r
-.----..-.
T RAt.SITION TiES ___ -y.lQnd.?~ 1_9Y-t:.:-30 - S'-6- Tie50f !a"~45 ' -O"
T i ll SpGC I "~
! 7-a'-6"TieJ
II
191/~ " :~1
at , .(.vt'l
NOT LESS THAN 2'· 0" £tW OF
TIE TO EDGE OF Hf4A
---h+1FWTjim
1111
itj-+-!I.!
fa ilfrl-fm
~T ;m ~rrr [tttttttttttVnlTIrfftfffiillI
T-IIII
,1111
,I
II I 1-1urnt;-;111f[[
!
Hi III rnTl ' I ' , ;
~-~?".Jl1l111lfllllL
Urntmmtll
t~7nJ~______________
_
--- ---- -----
(SEE OWG. i 108 j
11'-$
'
7
r I,
I "
11111J. j l~lll Lml lljIT 1
4"GRS AND 2" RIGID
ALUMINUM CONDUIT AT
BACK OF SWITC H POINTS
(SEE NOTE 4)
r-I
I.
I
j
1
1
I'
-
OUTLINE OF HMA
UNDER
-- -
___
NOT LESS THAN "-0" END OF
TURNourT
TIE TO EDGE OF liMA
rcrWWf~ LIN E
-"~ UNDE~V~,--I
r- -
I
DWG. 1108)
i
I,
1 -
{SEE
/
__
- -------
,
'
il
___ t 1_1
-- ----
1\-2%
1
I
SL
OPE
-"
!
z
"z
I
w
'5"
NOTES
L Wll"IHN LADD eRS OR OTHER CLOSE spACED
SPEC I AL TRACK WORK. DO NOT LEAV E SHORT
GAPS IN THE HMA aUT MAKe: IT CONTINUOUS.
'c
"'MENSIDN
OF HMA*
;;;
-, - - - - - - .1
'A'
OIMENSION.----(
Af CENTER
2.. PROVIDE TR ANSIT ION TiES IN MAINLINE
TRACK ONLY. FOR A OD I TIONAL DETAILS,
SH STANGAFW DRAWING NO. I I OB.
PLAN-TYPICAL TURNOUT INSTALLATION
!L:£l
MIN .
TURNOUT SiZE
II
NO . 8 TURNOUT
II
II
NO.tO TURNOUT
OJ M. A
24' - 2"
3. TONS OF HMA CALCULATED AS
0 ,059 TONS/S,Y'/INCt-f HHCKNESS OF HMA.
DIM . B
DIM. C
2: 2' - T ~
It6' -
t"
TONS OF HMA
63 . '3
2,4' - .0;"
22'-5"
13<1'-6"
7 4.4
NO. 15 TURNOUT
21'-S"
22'-:5"
189' - I"
105.1
NO. 20 TlJRNOUT
42' - 3"
2: 1'-10"
243'
7"
4 PROVIDE:: INDICATED CONDUITS ATA LL
POWER TURNOUTS AND WHERE ElECTR I C
SWITCH HEATERS ARE fO BE INSTALLED.
SEE. DRAW IN G 3040 A L SO.
LB ,Q
'NOTE 3)
o~
--- 2':;","
5" HOT 'MIX ASPHALT (HMAj---.i
... ~ -------
2,0/
7. _ .
/.".ALLAST
"
*
/
//
42"BELO~/!!.....-<-_4"GRS
--- - - - "PROVIDE CftOSS SLOPE FOR DRAINAGE WHEREVER CONSTRUCTION METHOOS,
T RAC K TIME, ETC PERM IT
TYPICAL
SEC TION
AND ,"RIG I D
T
(f)
MASSACHUSETTS
RA1LROAD
BAY
TRANSPORTATION
AUTHORtTy
OPERATIONS
OW"
'0
1030
Oe l . 28, IS9'2
ISSU r.:
~n;
(i)
ISWf: " 0
ALUMINUM CONOUITS,
(SEE NOH 4)
ASPHALT UNDERLAYMENT
AT TURNOUTS
.t -
P4i""}--
'o;!'r
vaL~
- - -- --'-HIEF ENGII.ttRiNG o rF1C£R
TWO - Z"'x 0.05" HEAVY DUTY STEEL STRAP$
WITH TWO SEALS PER B AND
BUNDLE. TIES IN GROUPS OF ?4 PIECES
CONSISTHoIG OF FOUR ROWS OF SIX.
TICS ;')N Et"GE.
NOTES :
L ALL TiES
MATERIAL
SHALL CONFORM
fa
SPfC!fICATlONS
MBTA STANOARI"
FOR
CAOSST1ES-
TAE:ATEO ,
4" X 4 ,. WOOD DUtmAGE ON
THE
BOTTOM Of All BUNDLES
BUNDLES
~
FOR SHiPMENT
TOP OF TI E
--- _._- -- --
' - - - -- - -- - -- ---,-..,
--
---.- -- - -. --- -~ .-- - - - --.--.---
-- - - --------
'" ,,,,~
:;."'-"
§~;:~~
'" ... "" ~
1 ~::::.::.;.
TY PE OF WOOD AS SPECIFIED BY THE AUTH ORITY
::;:~"'"
:.: "
~
~.-------------------------8-'---6-"-----------------_-_~~~-_--_-_-_-_-~-~ ~STANDARD
~
/
"'-.
, _ ANTI· SPLI T T I NG Efm PL AT E ( BOTH ENOS)
SEE~A.NQII06-_~~OOTO_OOI"G
TiE
®
T
MASSACHUSETTS
aAV
TRANSPORTATION
AUTHORITY
RAILROAD
OPERATIONS
OWG
NO,
1100
Oel 26,19Q2.
IS5UI: D,m;
;sQI<O-
STANDARD TIMBER TIE
/J
ffi/I
?/ c:! 'Z.~~_
CHIEF ~.NGI"EERING QFFICFR
Qwr
f
'"
;:
W
TlING~ NT
E
TO
'~
,.
OYER 1<) TO
[
0
[
~
''' C1ClI TE S
( B -f; ru NCHING I
PLATE
T IE
STANDARD
II
t·
l
P0
0
a VER
4°
!!
RAIL HO LOING SPIK ES
INDI CA TE S
I
.; 0
P
II'l
[
';'1
a
T'Iw- "''"
r-
I:=J W wlJDCJ,,
~I
1'-'1
CUT
AOD t T10NA.L CU T
[~I
~
-~I ~
eASEO~ rRAIL:;;> flSl/2"
I
h
h
Ic
LJ tJ t tJ
I
lW liH
I
I
H
I
!r
I
I
~tJ tJ tJUU
I
m
SP I KES
-- TIE SPACING - I
SP I KES
1
TIMBE R TIES
..
STANDARD MA IN LINE TRACK-- - - - - 191/2"
W!THIN GRADE
CROSSINGS-- - - - - -
ISII
SECONDARY II YARD TRACK-- -- - - - -- 22"
CONCRETE TIES
TAN GEN T
a ·I'
TO
I;
,I
I·
II
..,,, .,, 0
• ·: .: .. II
0
·;",,
STANDARD
OVER
1I
a
,'.
Nor
,"
"
"
"
"
"
,
US E
~! a LE S
BORE
OVER
il!
II
0
a
I!!
•
FASTENED
INCl CATE S
DO
I. lEfT
""
RE SI LI ENTLY
PRE80RE
T E S
"
"
"
III
llII
N 0
I" TO 4°
:'
11/
T IE
"
""
.,""
.,
"
.'
':
,.
STANDARD MAIN LINE TRACK - - - - -
,, II
' ,
., ,, l1li
.,
'' .'
II
PLAT E
Use !S"spocing withIn Irans llio n areas os sh own en
draw ing il 08.
STANDARD TIE SPAC IN G
®
T
.
SI DE OF ALL DEP ICTED PLATES 1"0 BE CONSIDERED
THE:
FIELD SIDE WITH THE GAGE SIDE ON THE RIGHT.
j
Ties with in full dep th rubber crossi nqs sholl be 9'-O"'onQ.
Temp~ror y cross ings may have 19~" &pacinQ'
OF
1..0CK SPIK E IN SPII<E HO!.E:
F OR
L OCK SP IKES , 9/16" DIA . l(6" DEEP.
HOLES ALL THE WAY
THROUG H THE
TIE.
,
2. SEE SHEET 12 16
*
24"
MASSACHUSEn s
BAY
TRANSPOHTA'fIOU
AUTHOfHlV
OWG.
RAILROAD
OPERATIONS
NQ
1104
_O C! .
28. 199~_
I~S"'[
CAn:.
(0
'SSI.!t !W
FOR LOCK SPIK E DETAIL.
TIE SPACING
AND SPIKING PATTERNS
'N~-~C'~ ~~""~
"-~'-~~
NOTES:
~~
~~~0S
~ ~~~~' j:~::.---:--':~'
1. ThQ Anti-Sp;;rtina End Pi&tajASEP) tohaH bll rTlIJnUfllctllfod from G minimum
18 G.lI. (0.0478"1 g"lvlInizeo ttocl pbito. hot dipped
..
2. Tho ASEP ah"U havo nlii! tuilth not tOGs UHH) 3IB" in If)noth lind of &'I.lfficio nt
,hMprHHis to fu!!y p6notrllte hardwood timbof. w.ed lo r cross tiell .
----.-::::; \
- :::--,-:.'.-... 1
-,-,~
~
..
~:;.~ ::~
.......
3
{
H;c ASEP shall bo machino IIpplied to rho elnd& 01
~
tie with uniform
preu" ure and minimum tOh lh bending llnd shall be applie d to that the fill!! tc«th
'idt: a ttno "llIte is Ilu.h with end
TYPICAL T IE
EN D
VIEW
SUrillC{l
01 tho tio .
4. The AsEP it; !o bi'J opplicd to neW tillS prior to III~M SOrl!no.
5 . Th" clIntrl( of the ASEP hi to bo llppliRrI 'lOt moro th411
hori20ot41 and vertical conlluline intersection, of the tie (Ind.
Q
~. DD~
6 . The ASEP s hill! be h ,hficat bd i'1 If uc h
,F '.,"..".
T
f'\
/
oft the
w ay that the teeth t w ist wrticaUy
IQ 1I11o w II berter arip in the t ic.
".~:;.~~~.;r" , ~ ,= D~ QIi D~ Y
,
&
1/2~
I
'"J
Mark lind In ,t aU
ptat~u
to indicate tocllIion of
H~U:l'
........... v ... ,........
I
I "
"4
18GA,(Min.)GALVANIZED STEEL PLATE
Roo.
~
/"
Fo mCotr.e rs
~_
Tl
I8GAGE(Q0478'1
MinImum
./
. . . ._ _ ~1::;::'_
...
CiI!II!P
tIJI!iD'. . .
fMi!Ei
I
...
------...
-..........- -- ...
-_-__- - - - -,'
r l.'~
8 t
Min. '
4YIIIilGt~~""''''~1
-----
---8!JIlI-~--_
~
~
~
~
~
tin
-.-.-~
~
_ _ --.-~
'IIII'ilII!IiD
GUlf
Ei\ta
---.iij>-~::-- I~
I•
I
TY PICAL ANTI -
SPLITTING END PL ATE
T
(j)
MASSACHusurs
BAV
TRANSPOR1ATION
AUTHORlr1
RAILROAD
OPERATIONS
'.G. !! 06
NO.
Oci. 29,1992~
'S~1l0
ANTI-SPLITTING END PLATE FOR
CROSSTIES 8 SWITCH TIMBER
ENMNEE RING OFFI(;ER
U
?/a2.d<-7
CHI EF ('-'G!NEER!NG (# fICER
""
, _ 2!ondord
"""'II:1II
......,
+-
T..!._I!.. ., spacl~q____
(See Owg . t104)
'"
_ _. ______.____.____ ~,. ________.,__ ._.____ 3q. 8-6
ffrlfillflflt-
1
j
Ties
'!I
"
~!._~5!,J.~-? 'e
Sp a cing: 45-0
,
SI!.~re
..::::-.-..-.......
III
i
lllllljlllllll1l111lIl~
TracK
(note 3)
I
T T TT
Htttttf
I
;
I I
"
_____ ~' tifter
2,L_______
..-
1
NOT E S
I. Use T( onsitio n TIcs 't/h enev er 'here is 0 signtficool change in tr ack
Modu l us (SltffnessL
2. Tic sPuC ln g dimension is s how n for speeds up to 60 mph .
For speeds great er th on 60 mph, iOCfeose as fo l lows:
70 mph -
35
T i es Of
18
52'- 6 "
80mp h -
40
Ties ot
18"
60'- 0"
MASSAOIUSEn'S
3 . "Sliffer" Trock
Str ucture consists of any of the following:
a. Concre t e Ties
b 81'idge Or Ap pr oac h Stab
C. Hot MIx Asphalt Urlderloyrnenl (Grod e Cross in g or Turnoul)
d, Diret:T Fi)(Olion Tra c k Co nstruction
T TAA~ISPORTATION
to
BAY
AUTHORITY
RAILROAD
OPERATIONS
TRA N S I TION
'\.. L 'G. O~ .•
~~----~
OWG
~IO.
1108
OCI , 26 ,1 992
~
o
I'SUE 1<0
TIE S
u~"'~
________________ ~_o_" _ .. _______________ ...._ ..... _ _
r
Il
2"
TOP
FLUTED DOWELS
2"
14"
2~:: ~' ------li
1-;;---"-'
n ,
I! :,-
1
.____312~ il/-'-r-
_.
"II
,- -k
-'
'--'--'--,
'
" "'
-
POWER
(TWO
SW I TCH
TIM BERS
TI M 8ER
PER
,__
•
10"
~
\ _
FRAM I NG
ceO'''
"OW,,,
T YP. BOTH
ENDS
MACH INE)
r27/64" CIA
r
ANTI - SP UT
!12"
ir- ~
~~!O
O~I:-
~
i ,~
L
<I
FLUT(O SPIf!~L
..
THREAD
us!;: OF UJIiRiCANTS TO ASSI5T
I- "'6
/~
I SECTiO N A-A
~j"",
t!L~___
iN
ORI\(IN6
DOWEL IS PRQ >l!B ll[ O
LOCATI O ') OF DOWE LS
/1,
S ' IALL Bf AS
SHOWN
MINIMUM LEOjG Ht Of .IOLES TO ACCEPT OOWELS
SH II U
-l:2~OUl SlOE O'A
•
DOWEL NOTES
BI:
AIoiO THE.
I 'j
N-:)T
EQUAL TO THE lE NGTii Of OO WEL ,
SIZt: OF THE OfilllL E O >IDLE S MUST
EXCEEO
)/6 IN C+-!
IN OIAMET ER
.\ lS" ROOT OIA
4
"oUST
!'IE
COIolPLET E.LY DRI VEk
OOWi.:LS Mi l': TO 8£ ",A OC OF COPPER
S EMHNG STEE L ~sr ~ . 01.101
POINTED EN~ ~ j;1 6~GIA
I>
FLUTED STEEL TIE DOWELS
(6 per Heodb! oc ~,)
DOWEL S
TOl£fI/lt.; C£ on OIIl.J.!E1(R S O f
PlU S OR M'NOS IS f'E~Mt Tl EO
I/G""
T
tt)
MASSACHUSETIa
BAY
TRANSPORr,t,TlON
AUTHOfHT'i
RAILROAD
I':,G
I I I 0 ___ _
OPERATIONSI __~ 2_8~i9",'_
I$S~£ lOAf~
12J ..
I~ ..¥
O
HEAD BLOCK TIE LAYOUT
S DAPPING DETAILS
JtL-.b~_~_ ~a~~~1
PiG.t7'ti[R I ~lG Of flC£~
Cr! IEr (NI}INf(H;N!; OFt !(l"
~,
3
EO
o
'§
cD
I L.A
13i.
PLAN
Slope 1:40 unde r
rai l base
•
Standard Track Gage
r
As Ro:quire d .
I
f or 132 LEi Rod --+- -ooi
Shoulder
Insert ( Typ.
::: 56 2I
-'
"
I
La
Ra il
- Resil ient Fa sten ing System
/
A D e P t h al Center
Shown for Illustration On ly.
NOTES'.
!
/
;/
,. Ti es shall be permanently labe led by
indented or raised c haracte rs o n the top
surface to identify the fo llowing :
- Manufa cturers Identifica ti on
Depth at Ra it s e a t V
- Line Num b e r
- Form Number
- Cavi ty Number
- Year of Manufacture
ELEVATION
- Dote Code
- Rai I Sea t Size
2. Weig hi 01 T,s shal l nol e xsed 800 lbs .
3 . Cone Stre ngth (le L 7, 000p.S.1 min ol 28do y s
~rt
rl
"
L I .. \J. ~\
-=1
. ... :'
Minimum
Descri ption
0
-
!
~
Bottom
Width
SECTION
A-A
Prestress
Strands
9l!
Top W idth
f---
11 "
Bottom Width
7"
Depth at Center
Depth at Seat
I
91 / 2"
Maximum To lera nce
i
10"
:! US II
I
12'1
~
I
10"
II
, t
1/8"
1/4"-1/8
11
10 112" + 114"-1/8"11
®
T
MASSACHU SETTS
BAY
TR ANSPORTATI ON
AUTIiOP.ITY
RA ILROAD
DW3
«0.
1120
OPERATIONS .2.';~,~~
1$$,, [
OAT[
CD
IS$lI!; ,, 0
CONCRETE TI E
~
.b
If'V.A...
EN~
'\f~
V
I
ER INGOFFlCEH-
-
/
/J
~
a/"d
h._&:_l:/"
CHI n" E.NGiNt CR ING Of'FICER
L.,,,
I
.
f
~t-L--
3fsk~
---S-t"
16
$r
--- ~.
T,
!
2.1. ..
•
i
I
"-L-J
,
7-t"
2
~I
II
!hI
ALL SP!Y. E HOLES
18-1/16 "
-i
13-9/16"
2'1/4"--f
T
"
31. "
2, ,/4 '"
~
,...m
I
. I
I ,t"
"'I
~I
Ir
I
14 "
*
I
I
I
I
"
aJ... ..
I"
rt\j
2
ALL SP;!(E HOlES I·t" 010\ .
I
l'.!..."
•
WOOD
SHIM FOR TiE PLATES
Plate
il_
i
WOOD SHIM FOR RESILIENTLY FASTENED TIE PLATE
As Stlown Dimensions Will Fit Either 132lb 0;
[ISlb
CD
As Shown Olrrnmsions Wili
(8-6 Punching Oniy)
Fit
Either 132~b Of 1!51b
Plate
nOTES:
, . Shims th.'1 ba m.da of
!l8w~d.
2. A "\I,uillltion of 1/4" mar!! o r
aO\,lnd h.rdwood or marine plywood· prebored as IlNOWn
1/16~ I" ..
i. aUow <l ble in length or width with length, width &
d~pth
3. Th,cknoou or Ihim!:
Ih.a~i
bfi in
1 / 4~
incJemo-nt.1rom
1I2~
-
to 1 314 · .
4. Waod ,him. r".ot n,,;c8eding I· in thi<::kn.," may b~ '!lcured taino I aundard
shimmino (lxcdlodinQ , ~ rnu.t be .ecure:d using apeciA! 8~ trick ,pike I
5.
6~
For 6ddlt;on.ei datil an use and iflstIlU"tion. ti$ll dr®wir:g 1204 and MW- i Manut«
2 13.129 and 213.131.
®
.T
uniform tno wedg. ~t"..,p" .Uowtld in any directiof"il.
cut spilo:e but
SE:CT!ONS
MASSACHuSET'!'S
BAY
TRANSPORT /It nON
AUTHORITY
RAJLROAD
OPERATIONS
OWG.
"0
1200
Oct 2 81. 1992
IS5U! DJ.l(
WOOD SHIMS FOR
TIE PLATES
0.
,$Sut
"I e;).
A
~1,,,~~
I..
3~i
B~
7-
36" MIN.
2" OR 4" AS
l
Mt
P l
- •'
I
..
I
I
I"
I
.'....
=--t..,
EL E VATION
22I"
T Y P ! CAL
P L AN K
B LOCK
I-
-r
'I
,4
ALL HOLES
P
~
," DIA
L
A2-
8"
,
L,.,-" ~', .1..".1,
"'4
2.
2i8 '~
TI-¥
,
~"
I "
II ,
I
(
" ,/
I
I /
"
~
I
I
'5"L
~I ~
- J:
/
I
II
i
4"
I-
9Oo/~l
. "
__,-_-=",,-'
TI
I'"
-
-t----- 4
5" S ' , -
~,,;
ilL
9 ..
.'
....::>.-'
r-
:
' ...J.
, I ,- "' f- -r1 "
Ii
I
T
_, -
/-A-
1\
A 1'4
~l
I~~_, 1.. "
T
,
,I
16
ELE VA T I ON
NOTES :
T Y P ' CA L
1 . Plank b lock.t; tlfe to conform to t h e dimo n sio n ol specific(ltiontO i o( wood
shims (d r.!lw ir;g 1200) contllined in these 1>tftnd3!d plans 6xcept thllt p!"nk
block" life to be mllde hom hard wood w ith lIdditionl!J pilite hold ing r;pi kl'J
ho le ls) t o be b ored in t h.o fi eld .
2. N.::u1k b locks are to be $ pp!i6d dj r~ctly on top o f t he tie b!lnfu'lth th" 1tlil .!Ind
the tie p late end secured to the tIe with ,,"pikes (110 re quired to penetrato th" til!
et least A. inchec.
3. Whe n II 1ftil ill> shimmed 2~ or more, 8 combin a t ion of shimt and 2- o r 4·
pllink block mUGt be Ulicd w ith the '-'IIood "hims on top o f the pl fmk nnd sec uted
t o it
lUi
wi t h t Od
Of
20d r'll!Il h;: depending on thlCKn (lss of lOhim.
WOOD
RAI L
BRACE
7. W h en II r a il i& fih imml;d more the n 1 1 f2- it must be ' ecU(o) ly b ' :lced lit IO.!$t
tlvery th lfd t ie lor the full length of the ; hirnmino,
0, Bl'aced ll. fld Jor iIOhimmed track should be Ch(tCK(ld haq uently fo r :;lignmenc
Ollge. li nd e(Ou· le val eo: well l!nil to l);!:lOure thllt thb brace,; II nd lor .him!> Me
t ig ht .
9 It IOhould be litre&sed th at shimming lIt'ld block.ing should be consida!od &
m e thod 01 l:lO st retort in c orrocti ng ra it olevl'lt ion m ilimatch proble m!: whe n the
tta{;k CubOfllode ;, ir02CH"I and cannot bo worked .
iO. Allco rd of Shim/Block in,.talt",ticr'\s m u&t be mll.intl'line d in the oHico of
EngirHJer of T ra cK..
-4. Whar'l Plank biocks Met used Imin. IOflQth to be 36~1, th6Y !!Ire t o be l'Ipplied
with Ot'll! (lnd f lush with the cnd of th e tie ~I\d Gpik.ed t o the t ic using .:It Ictu;t
l our S' Bo .!lt &cpiklHO lJ!;fng 5/8* diameto r spike holes bOl ed in the fie ld.
5. If t h e elevation e h .!lfloe p e rm its, flln t ie length pl a nk blocks shaH bl!! u s"d
w h e rever posi.ible.
6. Wood 6h im & not oxceeding 1 - in t h ie kn elis may be t:: ecurcd ui;ing I! s!;:I ndn rd
6- cut sp ike but Iiohimming exce~ dlng \ - mu s; t be $6C~lred IJsing IIpecil'll B- tfllck
spikeG ,
®
T
MASSA.CHUSETTS
GAY
TRANSPORT.4.Tl0N
AUTHORIT'(
RAILROAD
OPERATIONS
OWG
NO.
1204
Oct 28, 19 92
~
0)
IssuE " 0.
FROST BRAC ING AND BLOCKI NG
,.lrh: t . f1f
~?(~
{'; Hl o; "
tNI.;)N~t:RI!'{G OFF ICER
,~'
I
rf"'~
L !'
!
f- " ,
jl_......
~
"A'
I _'-V
..
16 ----,
,I"
_~"
i.I.. -.lIT::""~
Va ..
1
II
~·t
• .
-.I ....
I
.
.
-
"
..!
-8 --L..:" -
'3
'
I'-
1<
21> R
•
.,' 1I """
i l l
, , II
~t~
l};-:::.-;,I
\
li<'
~
....l
....;-- -- --
-
.
~
'
0
NOTE S '
I.
=,..
.!C,
r-f-1 ~-- -LI
_
-
T
2-"
'
____-..._I
1"
t
'I!\L
,I
., V
,I
"'=--=1-=--:'
,
"
I-
:
r1.r -+ f' -i,
rr::
-----of: -: ~l-'rc- - I ~ ~ !~_rlr"
-+'----1 -d
I I 1f]~====--------4_1.. .! :
.
-
r'-
f- lt·
16 ~-.-- ----.-.
I
I
16
.-- -...-._---
2..
6 .. UNDER HEIID --~~
(SEE NOT E 2)
L
II
!~.
s h o ll
de nol
aniif'a
S"
t hall huy. 0
under Ih. heod.
be ~"ipl)lld in ,U, I kell'
nc •• d c we i oht of 200 lb • •
1+'-1---r
5"
16
_l
Splk,. uuo fot frolf
of
; 1 "0111 dim!!""ion
3. Spiku
wh i ch
. I
I"
SOlI tULE,A. Spe c lflcoliong: for So ft Stu !
Tr ack Spi!=:u for PrOCilU , Ch#mlcal Compot:H iott,
rtM!i re Proputiu. Btl'l di l'lq P roperlles , a nd
011'1., .fa"dords.
8
-.l
We ight
0 . 83 Ibs (appro. _)
Appro. 240 Sp i kes per 200 lb. keg
STANDARD CUT TRACK SPIKE
®
T
1°"::
MASSACHUSETTS
SAY
TRANSPOflTA'110N
RAILROAD
OPERATIONS,
A.UTHORITY
0"
I2 I 0
29,1992
1$1.;{ (l4ft
CD
j~5Uf.:
MO. ~
CUT SPI KE
~'D_~
ENGiWfii'l lNG OFFICER---
V
\: HI E"f ENGI NEE R1 NG OF F «;dt
roi"~"
"
" '-1'"
'''+0''-;,~ "-:~/M'
If"
*
II
L,:t3/l6"
."
~i?" __~_" ~. ~~
MAX.
(~t~~:'II_ ,i~'~~;!~-rr-_ 6'~~~:'~'."1
irrlj"
r:, I?A~ ---~?!
.~ -,
~ ~TFFJI=I
~I
,,~,::1',
~~~'~~~I~~~?::~~~if~~~52s(~~~~~
r-,_~_ ;
TRACE:D~~~TER
RAISE
"
' '''~
-»W
:<.
I'
_ '
;'"'1
~~
,
_
'
TRADEMARK':"
RAISED LETTER
I" Otplh of
~"+t4 GrOVK
.,j~
" '.
3}± o.plh of
G«»;(j
'" N, Ii - NtlUINAL DlAUETER
OESCH'I?T!O N
25/ 32"
0!!>1 31~
27/32 '"
R,O . ROOT Ot AMI;!'TrR
11132 "_
11/16 "
,9/32"
2&/"52 "
2 r ;:"2~
c·l1lP CF CCt£ IrrI£Cl(
0.0. Of
f
II IS ~
nll~U. D
I
~
NOTE
Order 8y NOlTliMl DiClm&!er
ArId Length U'lder H,ed
IlI /16
17/32 "
RoO,- ROOT DIAMETER
OF CO NE NEC/(
c- TO~
OUltr LenGths Procuroble
SE CT I Of~
t Ordet
19/'52"
by Nominal DiamD!St.
Oationoo fo Ftl ll/lS"nnd 3/"' ''
Squat. <rd ROIlnd Holes
~
A-A
WA$HER-HEAO TIM,!:lER DRIVE SPiKE
A.R.E.A.
!,
N<il
Seal"
A. R. E. A.
!J/3Il"
t·t'i'.(--~
~
l!f
- -
W
L 1:..3/16"
...
1·..
.,.
6" MAX .
-,i
A
1
~.
"" ~~
!
~.
-+. Ii
!;J~~~~~~~tl~~~::==~~~~~~~~~~~~'~-~'~I~'~!
.<'-W
... 30~
'~
SP I KE
QUMRLf'lE THREAD" "-
A
TRAOEMARK
NOTES
""'' ,,.,, """"
~
0_0. 0 ;; TliREAO
A- A
- ~-
-R
D ESC RI PTION
SECTION
I .. R.
Ii
3"PITCH ±r /32"
-.J
6"
MA x -
'/2"
Rfl.I SEO LETTER
.
01 A MET E R
h
"\;("
~L"
+ ./6 ....
I. -
NOTE
~
SE C T ION
A-A
A.R.E,A.
TIMBER
Nol
to
DRIVE SPIKE
AS
I/Z"
Nominol
"
'I
6"
I-
o.
~~~
a
I D r AMETER
HEAo-
..
HEAD
THI CKNES S
2"
19/64 "
2 I/Z"
1!/32: ..
lI Z"
11/32 ..
Oi amder
..
..
SPECIF I ED
Z
L.ENGTH
6'; 8':
.s-
10"ot 12 "
t o 14"
Ie 14"
H
DOM E HEAD
O(PTH 0" GROOVE:
Ordo ! By Nominal Oillrnat.r
And LlrI9th Under H*.
I"
DR IVE SPIKE
Seel"
"
DIAMETER
5/S"
3/<4 ..
CONE -NECK
N,'
Not
~
A.LL DRIVE SP I KES TO CONFO R M TO CURRENT
A.R.E.A_
S?ECIFrCATIONS FOR STEEL DRIVE
SP ikE S, CHAPTER 5, iAISCELlAUEOUS PART.
DRIVE
"
T ~:!N!,>poR1AnoH
(i)
".SSACHUSETT51
AUTHORITY
TI MBER
Scalf!
~'b~
-CJ
EN~EiilHi-OFftC~
SPI KE
SI; 01,
RAILROAD
OPERATIONS
DW'
12 14
'0.
Oct. 28, 1')9 2
~
DRI VE
'~~",n
SPIKES
~/l~
C;{lEf £ITGINEER;N;'J OFfICER
f--- ',,~,
1.
I
(~
I/~P.
"
"
l --1
R--~
r~rlQ<1
I ~I{ --;-~ ,"
I
i" \ \ I I
~--~
r
t- ----,1-'_
.8
I
r---I
\
JjJ !(=
f- - --1
7" LENGTH
I
.
(:!:t")
N Q T
E
~
5"
I. Lock SpiiW t holt b~ If!(l~foe! u rcd from. a/8" X 5/ 1 6" gl!~ tpt'klQ ath! witt;
(I mmimcl t4mtila Iln~9th r:A HSO,OOO p .•• 1. GI'Id .!~on
2~
or
~
l IS 'I..!..."
I IG
2. Wh.n Lock Splku Gr. 4n"':1 Itlto en 11/108"
I~ tball QpUI 1/8 " ( miliml,wd .
0.-.
.quo,. ..ill4 MW(~ f"'ok'}, tM
:3. For SPillinq poU.rm, , .. drCofil'lQ NO. 110",
\ I j
I
"
I
~
;--i
\ ' - . I"
e
,
LOCK
1
1
SPI KE
FOR
TIE
R
".
'
..
®
T
CHUU,."I"
RAILROAD
~:~NSPORTAT!ON
OPERATIONS
AUrHOAITY
I
i
CN~'
I2 I6
Oc t . 28 , 1992
,UIl( CAn:
(2')"
In".:if"110.
PLATE
L OCK SPiKE
J:i: ~"CE7r
FOR TIE
PLATES
Wa C"~
2"
,_
.
_
I
I
.
7/8"
. -.J.I
tIOTES:
'I
1. Track Dri\18 Spikes ahall be- hot forued from medium cl.'lrbon steel conforming
'Ll3
!16" I
with ASTM A·66.
:--11
4- -
''"-,i. ''"-j-r\' -I
. - -.--_.
I
_. 1
.
I~l
,
2 . Prebore holes e ither 7/16" or 1/2 " in tie , Drive spike with hammering fo rce
I
I.
cnfy.
___.-f 3
0
3. Track Drive Spikes shall be used instead of cut spikes within t urnout s at
locations where ratl&lient f a 6teners: c annot be applied . This includes frog
guard fail s and plates just b!iyo n d the heel of switc h .
11/ 16 "
'~ I
- 2 3/32 "
/~ 1 7/32"
®
T
_L___ __~ __
MA SSACHUSErr S
eAY
RAILROAD
TRANSPORTA.TlON
OPERATIONS
AUTHORITY
X-=-b ~
~
v
12 17
~2e ,19 'li!~~ut:
TRACK
EN6./t:;[£RING <.l rt''- !:'''''
DW G.
NO.
l;lArE
o
,%\11: 1<0
DR i VE SP I KE
£/d
2§~
__ ___
. __. _
.... " ' .. r
!:N,."u.r:AING OFf..(CEIl
I "!~6"I 251~2"'r
j-l/Z"
dla.
I
NOTE S,
Des igned for use with 1/8"
socket.
(D~
~
YR.
i
~
!. 1i2:"
d ie .
t
Des igned for use with 1'3 /16"
s. ocke t.
!.
f
f
7/S"
!3/16"
'5q.
Iq.
ASTM
+ ---1
Year Made
{ Las t 2 di gi!s)
t,
~
*
*
7/8
."
31 /32"
t--
•
~
t
~
--rI~IQ'~
I' /8"
ji!o.
t5/IS"S CREW SPIKE
3.
APPROXIMATE
WE IGHT: 1.1 l as.
'1
1-1/.
1
5· 3/4" :t
I/z"
•
IIILl!
/8'
UNLESS OTHERWi SE SPEC IF'EO , FU RNISH
1'/8 "
DIAMETER SCR£w SPIkES
!' :VUj"
S/."d;~
s":t 1/8"
2
JI---t
/- 3/16"
1/2"
!
A~6G
~:----i\i'f~32j32" t
1 1/4 "
i
!
t"
i
7/a"
SCREW SPt!(ES SHALL BE fORGEO FROtd
MED!UM CARBON STEEL CONFORM ! NG WI TH
~
L.(~
I
I I./It
-;1ldl'.
'~
5/8"
5/16"
t
Ve"
T .A.
®
MASSACHUSETTS
T?lAHSPORTAnOH
AUTHORITY
RAILROAD
OPERATIONS
OW,
NO.
12 18
Ott. 2:8,1992
~
o
I$S U[ 1<0
die.
SCREW
7/8" SCREW SPIKE
E:sEflffHR:N(i Of FICE!?
SPI KES
d/d~
<'-"!~~
t,rtU: "'t:i:R1NG OF F ICER
A,
S
f
1
'
"
1
I
"1§crtI
I '"- I
,~~ -+- _1_
I
I
II"
~
i6Sq.
t.
-+--
0
- .
I~.
"LIN
-
,.
I
"_'N
1~ CO'fI~".
•
~
A,.
3,
I
I
.j - - - , -
=
~.
xl
x
-
~.
~
-£tt~
_
L
-
!
- Sq .
16
to
~- 2r.· ~
I
'if I~ 5l: -
If
.N
-
£'
31 ;1
-
xl
,
-1--<--. -' + -
I:
+
- - - - t '"
AU .!plk. holes sholl hav, 18
L-
I·
,o} ! <t"
of P lo1e
flll.,. 11\
Ol
- - - ... ~
.
14 "
6-t
PLAN
A
Hf---l
I
SECTION A-A
.!I
I
NOTES
Tl. plo t",! shoU ( onfOl'm to IN! {vrr(!nl ARE A ~Sp;c j lieQ !jQn'
LOw-CArbon Slftl TIe
TI. plalu shall W I:Iror,cJ1d Wl* ,.,.
i-----.i" - -- -
,
~:i5ACHUSETTS
, 40
~"I~
"I~
r
tl
r
ELEVATION
f-:<g ~I~
® T R ANSPORTATION
AUTHORITY
.
Co l('u!oh!d
PLAN
HO. 8
WI TH
8-6
PUNCHING
L elhHiotJ
RAILROAD
IIOPERATIONS
TIE
WeIGl'll
2 3 .0 6 Ibs.
I
AREA
"q..ru. 115 RE
to det iqrlOte the $ecrh)I'.
Irode mOf lt 10 IRdICQ'# 1M !)fod'.I1':~ God 1..,0
.,q..,.,.., " ' '<:1
shill! C\! \>1. II>" (IQ'1i!
,LIe of t he pro l e_
~.'~
j,.. , ~
Q
I~ IU5t "'1'O dlqlls of the reM fo iled.
.!J' · ij..-,k-.- - - 'Ii'
;;
':"t
,
JJ .'
~~·i
' " fee f"'He r s Of
tot
PIcHe, .~
NO"
1220
0" 2e ,
i5SV( i)j;f(-
'9n
--
®
ISSUE t< O
PLATE
/1/
2c. vcr-J:~
FOR 115 LB. R.E. RAIL/]
~r1/. t
EI'IGIN(£~ !t<S:
ow-
(<-<"1
Of"F ''CER
{,T
,?t-/d.
CHi£' EUGmEfR1Nc. OfF!c£R
-A,
1
,1
I
10/<1);
fSB--
-I
1
-11,-I
-
-S.
-EF'
16
_
II
'''-1~
~ Ii
"-
m
-:~' ~
_ _
- -
I
o
-_ IN
Pl a te
.e
=-1(\11
2
-
I
J
---- - ii"
:f- , ' 1
I
32
3"
4"
.1 _
I
:.;.
"-
i
16 SQ.
~"
-",,~ '-I~
~' 5i --- -
I
x
x
x
(\J
r<'}
Sq .
;"I¢l
. .L~
All ~I k. holt!' ~ho! l ho~
16 fitlets
hI thC! tOc'r'IC!I r5 .
i:
15 "
2 16
•
.j.
I •
6l.. 10 6'6
16
L I"
2
.1
6z:.I "
I.
,,.r
:1
A
PL AN
SECTION
A:J!.
NOTES
Ti e Pla in .. ho ll con fttrm ' 0 fhe currt:fll A.R.E.A. "Sj»dflcofkm.
For Low - Carbon Stu l Tie Flotu,-
I'
•f - -- - - ---<i
,----
r.'
I.
'j
, ~.
L.___
~.(~
.,."
Tie Pla tes I M II fHt btontk.d with HI. flQUf6S 132 RE /0 d o :lon"'{!, fh o
Of a trod. man to il'ldlcato 1M producer,or\<I two
' 190'" tle lnq the 10 l t IWO dlaitl of I ~ yeor roiled. Lell " r i ng $100 11 bf' " n
q OQ(, $ Idl:' of Ih e ,,101 11'.
Iflction I lhnlfl' Mm . , .
"40 Clift.
I,
,
,,....1 to [?-L·" R
•
I ~I N
,
._ ,
.LR:9=""
I. ~
,
1I NII'l
!
------r
!
T ~~~SPORTATION I
~
MASSACHUSETTS
AurHORITY
ELEVATION
Co /ell ioled
A R ~.~
PL AN
NO.
12
W I T H B -6
PUNCHING
Weil,1 h!
Z L 6 2: ! b,
RAllROAD
OPERATIONS
T iE
OWG .
NCI .
1222
Dcl. za . 1992
I~SIlE [)A'Il:
---
®
\S S\l~
,",0
P LATE
FOR 132 L B. RE. RAIL /
<7,
U~.J _t2cud ___ ~a .JEIi::;INE(f~lt4G
~d
~'RING OFF~
Cl'llEf
OFFICER
9"
1"
l ... -,16
1 " -132 ' B RE Jr- - 16
60"
oRE
:J---I',,
L 'CO'
~16
I
r
t R ITyp~ i
16
-t-""'"
~­
L---1
I
I'
,
,"-ont ,I: 40
-tN t
NOTES :
1.
2_Tie PIQt ~s sr.all be hrood ed ei t Le r 115 or 131.
.
to desigrate th@ section! rhrC"e le ttet" or a
trodcr,Qtk t o mdlco re the producer Q!1d tvv o fi gures
,
d'
L
TIe Plates s hol. cO fltOffY\ to (urrGer f\. RE.A.
Sr e c if i C':J t iOn s .
being th e last two Ji C;-l ts of ,he yeor rolk·d.
r
Le tter ing shall be on the gage si de of the plat e ,
Min _ Thi c kn e ..
3 Matenal shall be l ow - Carbon Steel.
SECTiON
- 1:2
+,
MI"
r--
Calcu lated Weight (Appro.,) of Punch"..] Pl ote
115 lB RE
13 2 LB RE
+
1'
--- --- -- 2340 Ibs _
-- --- --- 2448 Ibs.
t
- 16
T T~ANSPOR'T.4T10N
(T)
MASSACHUS ETIS
S'Y
AUTHORITV
PL AN
Dw e;
RAILROAD ~ 24
OPERA TION S 1 _~~~ ~~~_~??~~·0t5SIJ.
_
tl~n
'~$\j(
"' Cl
RESILIENT FASTENER
TIE PLATE FOR LOCK SPIKES "
"'~G ~"i~"C~<f-I__--
//
.;j
/.~ t Z~~~~:':1
'<--_&._----- -- ----- _ .. _--CHH. f
:'N(;''''ft!l!~aj
OHICER
NOTES:
I
6 1/16" +:~).6"
~fOR- 132 LB RE
r~'RITYp)
I
N
.....
I
Tie Plates shall conform to current AR.EA
Specifications.
-l
2.Tie Plates sholi be branded 132 to designate
the section, three lette rs or a trademark to
designate the producer and two figures being
the last twa d igits of the year rolled.
Lettering sholl be on the gOge side of the plate .
Cant 1:40
3. Material sholl be low- Carbon Steel .
~S/8" Min . Thlcknu.
SECTION
I~
'I
.
'"
.....
+1
....
t
~
I,
'"
I
;;;
N
II'
I
I
rtf
I
\
I......
.
;;;1
I
~
I
I
I I
I
I II
I I
I
I
I ,
I
I 'I
I I
I
I
I ~~ I I I
I
j
I
I
· ,
I
I
. "
I
!
;;;
I
'"
I
N
i
-,
I
;:,I t
.
rl
.,
I
I
-
-
I
I
I
I
'
~- 15/16" die.
'
f
rc.
I
'
I I #.0;
II (' -
~h'~ •
-
I
I_ I
!
II
k.j::>I
tL
'I
~81f-
j
i
135/8" :t I ll"'''
PLAN
Weight (Appro x.) of Punched Plate
132
8~
I I
I
I
I
;
LB. R.E - - - - 24.36 Lb..
II
,
I
I
I
+1/4"
153/4" -liS"· 132 LB RE
Caiculated
~I:;
I
3 3/4" :!:1/32"
L
I
2 Cen ter holes marked 121
sha l l be 11116" sq . ho!es .:!:1/32"
I
'I
I
4 Outside ho les sha l l be
round noles to fit
7/8" dio. screw spikes.
I
I
I 11l6" !1/ 16" j
r-
I
['1/1
III
Ii!
I
I
I
, , - .
'"
I
.. :
... 1
®
T
MASSACHUSElI'S
BAY
TRAHSPOMTATION
AUT HORity
RAILROAD
":0' 1225
OPERATIONS ~~
I;:;~\H.
DATt:
(i)
ISS"'- NO
RESt LI EN T FASTENER
TIE PLATE FOR SCREW SPIKES
~,bd.~
::l'I~£[flU"G o~frtEld7
_&--.G:
/.
CMJ(F
U':;~EEIIING
olF ICE It
r-
h
·f
~
~
,.-
~
1:9
~ lS!
-
'---l
LEGEND
~
f:l
j
I!lII Indicotes Ra il Holdin9 Spikes In All Cos ••
[S]
I't Plot. Holding Spike (Where On ly One I, Requi red I.
I!l
2nd Plelo Holding Spi ke ( Whare Two Are RequIred).
Spil< e ( bofl1 sides J h."a d 5
10 be l urnod I S O· .... i th
Irt&llla1td join Is
Roll hOld jnQ lpih, 1M!! no",
approllmol."
t~ ClIOr'CI'I.CI
~~OTES:
bet.IWI
\lnd ••lett of Mad and lop of baM (llral!.
')
Splklnq
(\(!
b<"1~S
ond
tru'h!~
lMI! bt: ftw 5C1'M C1 ~r
standord ballasted track.
2. For spikh'g P'!llfertv.;, ne drowi ng NO. 1104
\.
T TAANSPORTAilot~
<T)
MASSACHUSETTS
SAY
SPIK E APPLICATION WITHIN
JO INT BAR LIMITS
SPIKE APPLICATION OF RAIL
AND PL ATE HOLDING SPIKES
(To nge nl ana Cur ....d Trock)
AUTHOR ITY
RAiLROAD
OPERATIONS
':0'
1230
Oe l 26 , 1"192.
l$$\1( 0.\1'£
®
'S5Vf HI)
SPIKING ARRANGEMENT
FOR TI E PLATES
~b.~
tNGINEfR I~JG
OFf:"tC£R
~tZ Ju(;t;
CHiEF ENGiNF.t:f!ltiG Oi"HC(R
I III I
I_I .. ,1_,I_-,LJ_I-.J!L_L ,it L .l.-..I.. I III I Ii I
Iii
41 :1 Ilil ;1 11: I rll :/ I :f II :~ 1:1: Il:
RA IL ANCHORING PATTERN
IN
C.W.fl. WITH CURVES ;;" AND OVER
32 ANCHORS
FOR JOIIliTED RAIL IN 39' LENGTHS WITH TRAFFIC
BOTH
DIRECTIONS
PER 39
FOOT LENGTH OF TRACK)
0
8
®
T
t<-
200'..,.,
r-
zoo'
1--200'-+-200'J
200'-1
!' , I I •
BUMPING
POST
I_
r
!
!
BRIDGE
~
1
\0
GRADE CROSSING
r
®
•
END
OF
INDiCATES
JOINT
C.W.R.
RA!L C~O$SING
( DIAWONO )
CD
zoo'
1
ALL TIES TO aE BOXEll ANCHORED WITHIN OIMENSIONS!) AREAS
EXCEPT AS NOTED BEl.OW,
JOINTED
1- 200 ' --4
200·---1.t
OPEN OECKf.\
200' __~.I
-I-
200
\
-j.,.
200 '
RAIL ANCHORING FOR OPEN DECK BRIDGES. GRADE AND RAIL CROSSINGS
AND BUMPING POSTS WITH C. W. R. OR JOINTED RA I L
STR I NG
Anchoring Pot1erns Shown Ofe for Cut- Spi ke Fastened Track,
Roil Ftlsteoed with Appro ved
Resilient Fasteners Does Not Need Anchors As Shown on ThiS Drawinq.
BARS
/II 0 T t
AT
LOCATIONS
WHE RE CWR
MEETS
JO INTED "'AIL,
00
NOT
APPLY
ADDITiONAL
ANCHORS
JOINTED
RAIL
s
OPEN DECK OR THROUGH nECK BRIDGES ARE Nor TO aE ANOK:lRED ACROSS THE SPAN EXCEPT UNOFR THE Pf'iOVfS~ OF THE
MeTA's MW-! OR wrrn AUTiiQRIZATIOH OF THE CHIEF ENG!NEEfL
TO
2 . GRADE CROSSING.S MIE NOT TO SE ,1"NCHORED WITHIN THE LiMITS Of' THE PAViEO OR f1tUSO£R AftEA ,
3. THE OIA MONO fROGS ARt NOT TO a£ ANCHORED,
4.
:~ I :~
:1: III :~ I II I III :1: I :t I :1:1
I :1 I :1: I :t 1 I :1:
TYPICAL CONTINUOUS WELDED RAIL { C.W.I<.I STRING
( TANGENT a CURVATURE UP TO 3 0 )
RAIL
ANCHORING PATTERNS FOR CONTINUOUS WELDED RAIL
JOINTED
RAlL
ANCHORING
PAT1ERN
5 _ JO!NTED
RAil
ANCHORING
TO BE
TO
BE ADJUSTED
ADJUSTED
FOR
®
T
FOR
JOINT
O!f'FERlNG
TRANS?OR'fATtO~
AUTHORITY
NECESSARY
RAIL LENGTHS
MASSACHU$Ens:
BAV
SPAC ING WHERE
RAILROAD
OPERATIONS
DWD
NO
1232
Oct , la, 1992
ISSli( DATE
(i)
,:;SU£ NO
RAil ANCHORING DETAILSJOINTED AND CWR TRACK
~ ~,£f0'cc+---
wa_~ ~~
__
CHIE F ENGINEERiNG OFFICER
l.-,v9'l',
I
f
011* Pice.. ,
MOMf(l.ctvr~4
:~
I
No"
No
,
t
e
~
\Tre
21!32'~
2"(1-1/2" Mird
Nut
.1
p, ,,<omodo" to PtMy Noi ! 1
I
GO l vOflnl'd Nell
•
4'(f41 4''1"4''T 4''-;
L
I•
S pri llq \
Woeher
S/a"
T hiCk
51 eel
B Il r
Dti vti
/'
,0
0
Sp i~e
( Pion No
\
~SPA CER BLOCK
l i MBER
3/4" Hook
T1 mbul
Fins
S
3.LOCATE
"
"
II
"
I'
•
T'"
"
l--'2,,----l
3::1<1
r
FOR
ADD I TION A L
INFO .
BLOCKS
RAIL
AS
AS
CLOSE
TO
F I ELO
SIDE
POSS I BLE .
4 uSE: "tIODK BOLT PLATE" WHERE CovER PLATr. OR
SrEEl
FINS
Spac,e,( alock! Sholl he
at Trec;t"d HorGwood
n~1
:: J~ I ""
1I
SPACER
OF RlJNN ! NG
11-
MAN U A L
See No te 4
Dill.
b
MW- I
2.WID T H O F SPACE R
BLOCK {W j VARIES T O MEET
T IMBER SP4C I ~~ G
AtJO n I I C KNESS. PRE F E R RED
SPACI N G IS !S " C-C USING 9" WIDE TlMBERS(W ~7 " !.
/ '
L_
~
.:3"
12 14)
L SEE, MRTA'S
Boll
10 SuH
i
-J;-.."
M
N OT E
(L(!IlQth
:t
T iE SPACING BAR
--r\\
(ror Oroinogel 1/2" ]
.,
' J ..
]9 II 3 ".
3!4"dill. hO]es
~Cof'le N~c.
t:>5,
/"
f3}
-
"'l::414'--;-4~ 4143t-
-a;:::: 4-.::Jl t\ 5-
+~- ¢ -
Sp'lcing SQr
t .G
~
60 Hoo,." "c ,0 C
~
T
~
BRIDGE
a
-j1?!-4'T
1
Dim. A
Ho"
lO Pt(1(\'1
/
!..I
Washe r
13 1/,"
,..
i
lr.fegroUJ'
II
"
""
:'
:'"
""
F LANGES ARE
TO
HOLD
THE
TOO THI C K TO ALLOW "r ilE
BRIDGE TIES.
v///~A
DETAIL OF HOOK SOL TS USED
AS BRIDGE TiMBER ANCHOR
T
(f)
MASSACHUSETTS
S AY
TRANSPORTATION
AUTUORITY
RAILROAD
OPERATIONS
OWG
1236
0" 2a, 19 '12
155UL DilK
IS~HO
SPACER BLOCKS
BRIDGE T IMBER
ANCH ORI NG DETAIL
~b~
E;N GlIi&\;;RlNG Of fICER
M:(~I
I..HI~~
~N"':rI iE RIN(",
OFf"ICER
rF
i~I.:I
2~"4: ,0·.0'-56"
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t,
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&.
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-
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_i
•
32'
II~-~==----------I
-"~
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I
II
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I
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,
I
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- -- - i l
SECTION
.
r
oo
W
,
,'1-,I
- --11-.
ill -I
.
1',
L'j
I-
-----,
1~'Ohl.
,';:'010.
'6
'6.
I
1
l,]"
I
NOT DRILL FIRST HOLE UNLESS
$PEC IFlC ALL'f ORDE REO. TO BE F IE LD
DRIL L E D \vHfN REQUIREO
+
-1
"
j
6"
}
.,-t-~--
6
DRILLING
Rolls shal! ~ ; j'l IXconlQf'iC'@ \IlIit~ ~VfT;r1'l1 A.R E A
"Sp.cit lcations for Sleel R;; ils,~ unpf ell roilt '=I'i'~i/1 .p~lal
track-..or' ,hall be fully haat t reated
MINiMUM
MATHEMATICAL ATTRIBUTES
Momel'l of ltuHI:e----------- 65 . 6
Area
Sq.
In.
!·hOd· ·-- 3. 91
W.b- - - -3,04
80 . . ----4 .29
Tot{1I-~
P&rc.nt
34.6
21.1
38, I
100.0
Sec Moduli'!! 0' Heod--------- 18.0
Sec. Modulus o{ 80S! - - - - - - - - - 22..0
Roiio M I. 10 Areo - - - - - - - - - - - 5.83
RallO Sec Modu!u, Head 10 ArflO--- 1.60
Rat i o Hfllqtll 10 Bon - - - - - - - - - - 1. 20
WelQh l p4'f 'f',llrd --- - - - - - - - - - 11 47
/Iiet Ton, Ptif Mlfa of Trock - - 201.87
T
~
MASSACHUSETTS
BAV
TRAN$PORTATiOU
AUTHORITY
RAILROAD
OPERATIONS
OWG.
NO
1300
Oct. 2B , 1992
~
®
155\1[ .. 0.
115 LB R E RAIL
'''G~G·~;C''~OCO,"::-'---- wa~
C,IiEF O/()IN£ER."'G OF¢,CEf<
I·
i
If J
--'1
~
1J.
~.
...
•
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\
~
\
I
~-----------------~============7
:r
1
t.16"fHls "n
""25'-"'"
\
21-
.!I.
"
Nt~ A~I'
•
'"
2
6'R
,,;
1
II. __
14-·02'",,-
~~
DF\ILL[u
WHEt! f\EQIJ IAE D .
·tf/II
LI~';. ~
I
i: Boll Hole"
~I"
r
,..J......
l.i~
oo nO T DRILL FIR ST HOL it UNLESS
SPECIFiCALLY OF<.OERE O. TO 6E FIELD
\
fB:-_.
I
J I.
6"
SECTION
,1."
2
,
I
."
t
I
I
f
t,~'.,. \
t,~.,.J
i\
T
~
)
.
,
~
1
I~
J
6'
J
DRILLING
MINIMUM
ROIl'! t holl Cor;forM to cunCI'I1 A Ii LA.
MSo.c:inC011on ro o Op61'1 Hearth Stu! Rajh,~ e ~ c'! r!
MATHEMATICAL ATTRIBUTES
all ralls. wlt~ j fl ~p6c i(J1 Ifockwork g ha!I be
ful l y he a l I reofl)d .
Momoent of IrHtrHa --- - - - - -- - 88 . 2
Are a
SQ. In,
,
)
Pitre_i'll
Hsad ----· 4,42
Wob----- 3.66
34.1
28 .3
Sase-- --:.,1·ll
-E.&.
Tolol····12.95
100.0
S.etlM modUl\l5, htod .. - - - - - - - 22.5
Sfle tkl~ modulut,OOMl--- - - - - - 21.6
Aatlo m.l.la OfOlQ--- - - - - - - - - 6.6!
RQllo a, m. lleod mortQ-- --- - --
1. 74
Ratto h"iql'll '0 bo .. - - - - - - - - I. 19
ColCuloloo weiQh1.I~.PfI' yard- - - -132 I
Uet Toni pe r Mile of Track- - - l 3 2.50
T
<1?
I
~:;NSPORTATlot~
MASSACHu s::::ns
AUTHORITY
RAiLROAD
OPERATIONS
132LB RE
O"G
'0
Oc t
130 2
-;-~·:7s~7--0
;~SU( t Ltt;
'S$ll[ "'''
RAIL
_ /'7 /hI
_
\J
~
.t.:.~
___
_
.
/c/~
ENGI~i
cwtr
OfFICER
[rlGINElPIN5 Of-TICER
£
t--~
RAt L
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,r-----
/~.
" f - -A -j
r
A
I
4
~mffl'!'m"_"---.7"
+~ -- ---1'-......r
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10
fi
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:
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- -
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H.od £O U<ft .... 1
·" ~ ,1f. ;.t::-~------.
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-
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32
HAW
.16
NEUTRA1-1--'"
AX IS
i
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I
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115 f'fE
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+:+=:t
tl.
j
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-~
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3"
I i6
•
-i
ELEVATION
~~
~I
!m2~j
I
-I
I" Joi nl Bon sholl be Shari Taa and 'l Hf!<) ·Hr~1!
! 8 E lli phcGI Neck Both t() be us ed" w1, h !hi!> bOr.
MINIMUM
SECTION
'1
1
~
i '"
[
Ii.
,.- - - - - --------
MATHE MAT ICAL ATTRIBUTES
( TWO BARS)
~oment
or Ine rt i!'l __ _ _ _ ___ _ _______ _
SectiM MOGyhu: ObO"f@i
N.IJ~fOf
Alt' _ _ __ _ _
Seello" Modu lu s bet""" Neutral 11_11 ___ __ _
Colculat,d Wel!;lht of 2 Borl _ _ ________ _
Areo In Sq(lore
Inches
(I Sgd ____
~
__
Dell ilJtI.
J()lfl' Scrs sho ll be 10 (lCCCf'dol"lC' l'ritn ' hoi curt atll ARE A
• Sp&clfi(:olion, for ~rn::ood Corban $,"' Joint a~,
..
20.6
a.!'
9 .0
93. 8 LOs
4.70 sq. in.
T
(f)
MASSACH USEttS
BAY
TRANSPO RTATION
AUTHORITY
RAILROAD
OPERATIONS
owo .
"0
0(";1
1320
28 1 1992
~
CD
IS;:;Ul
NO
115 LB RE JOI NT BA R
__._.__D.__._:-::L___._ ~e/dZ a~~/
~
(i"k
EN
EE R1NG OI'FttEl1
Ct' lEf ENG:N f:tRWG of f ICE;
i
,..1."'A'
"A;'<
i
t!
=:
I
n
fJ·'t I-,
I
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,
~
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:=
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__ .... _. _ _ _ _ _ -"F
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-j l........-'--~
~
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to
1e
Jitod EO'tIMnl
17'!S&
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'1
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T -=:"'-
~_
F T_
_ _ _ ...-J---.l
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L-
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1
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<- I
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I
It.;'.
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32
7/"'RI
'i
rL 2 !."
~
N
1&
MFRS
-$-
OF
~"R
17"
"
16
3~R 9
'N.,!
~I '
e
- ---1---
G'
2d
,. I
6'
eR
YEAR
'<-I!£~
p:':q-'Jf
OH' HT
·132 RE
, -dx~,~,
010,
V
'Llli:::-__'·"'.,.___
-(-;:~
-- - - _._-_.-
ELEVATION
.""~I Jin
±t~1
l
j
7SJ-~.. II
I"
SECTION
7.!."
NAM E
t-.XJ S
3"
36'
S~
s"
8"816" R
NEUTRAL
II
,
'N
-"---
t--=-t~f-£ ~OLT
I
,
8"-
- l2." ,
~~__
~
-_
R
I'
I
Jalnt
Batf. s h ill!
i;fI
Shod To. r;lIld a
H~odfr!tlt
Ollliqn .
Jo inl SOf' t/'rel! billn otCOrCIOflC"@ ..,nll 'tit CUtflin! ARE A
MSptclflc-otlont For Qu.nc~ Carbon Steel JOin' 8or,"
MINIMUM
MATHEMATICAL ATTRIBUTES
'TWO
MOtnto! 01
Sl!Iction
! ij-"EWPtICtll Nwck Balli
!o~ uMd wlttl !!"IIs
bonr
SARS
;r: ~rTla------ --- -----
31.8
Modv!Ui Ob(lY4 N."'roi 0\:..1. · - - - - - 13.2
Sec'lon Mod~lvl belo- Neu1ral A"'I' - - - - - - 12.0
ColCuiotto Welgl'tl of 2. Oora------ - - -- - 117.71 Lb •.
Aft';Q ill SquQra Inche s (I Bcr)------- 5.52 sq. In.
T
ef)
MASSACHUSETTS
BAY
TRANSPORTATION
AUTHORITV
RAILROAD
OPERATIONS
I;;;'
1322
0«
IS~\JE
2.,1992
041"1:
o
I S$U~
0;0.
132 LB RE JOINT BAR
\:\
.
~lr<
E~GwtEI'!~N G
OFFJ(;(
/,
~
----.
. .=-"//'
',;:{ ~
CHI£"F EHG~NE£R ltlG OFFltER
PI:u.d of1 fOpro"'lOec wM*It.\Iior'JOC. Ql1fcnl of iuw.
MC'toon dtpln
~ liI;httr roll
.... Ith :No
balh !)Or, Ort 10 1M ploned
~Jo~nr
~
-m
'6-;;;!~
I~ to be p!entla,
L.Jo,t'l' wUh Homo onl Y.OO ';4 OCr
!~~
-0-
!
t
ClOd 'Q(l1I'.
. ..
:
I
"
III
Ihe
(lulu .
-
ro .. ",,",
-$
/
rr"'~ .I. mo~
1l
,p
0"" H,,,
on5' rt\tufrO(
:)ltIt
(s .. Nolo ""61
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4;;.
I
A-A
rtf
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s/;)mpeo ...""
•
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.::
(lnd
r-:Lilf1
FlIght Hand
'Iom~
onS"",.
t!etll,oIHm
olt/s.
(S.. No" No'I
,I,
LlgMir Roll
R IOhi HcMd Out !~d RHO
Left Hond GoQ!!
\. R!91"11 Hond" JoIr;t
~HO·LtIG
JOINTS - WITH A HAND
P'oP,r ·dUl';l'lOtlOf1~ fo, Joint bors a~ &flowr. underlined
TO DETERMINE HAND OF JOINT BAR
Slond bet."" Ut' roHs 1009' )01 0 Irod. Qr<CI toc:~ rell s
10 ~ cGnrwu;led , ORDER-
bErT HAND JOltlT- whEt"
RIGHT HAND J.Q.!!!I~..,htn
tile ~O'tler reli il on )'our
left .
!tIt hi(l"'1lor roll I. on your rlOhl.
I
- ...
'I
,
I
NOTES
J
~
l of
~
-F
..L
rolll colr«:!
.
... 00 wNln
JoIn), crt No Hond"
86r&
2. One juint shall con&it:t o f two bars. Tho jo int bar, shall be furnished without
for lIny wc nr in th6 r8il .
/'Illy
3. Joint bars shall be ordl"ad 36" long without exc eptio" unls6Il spscificaJl y dirocted
o th()rwise by t ho Chief Enginee ring Otiicer .
4, Joint bats shall be forged, heat t reated and &hllped to the configuration of
&tnndord joint b ars of t he! rospoctive rsil sectio n s to be joined.
S. AI! bart: mUG! be fu l'rlluht')d GO that the di&tlloce bo twecr: other f aces o f the btHS
w ill be the Game ltS for standard joint bar
o f st6ndard lengths can be uSi&d.
tOf
the recpectillo reil sectiona so joint bolts
6 All bara- shat! be stamped WIth dcpreued charltctors not le,,~ than 'h" in h.eight
to shew the manufacturef's nllme or trademark , yellr manufactured, and connectino
(ail s6ctions at e ach end. Ballt for joint. that hl!iVe - No H4nd~ shall be stamped
· RHO·lHG~ or QRHG-1I-l0· to indicate interchang(:abilit y . Bars for joint$ ~With tI
~
,..
1",_.t. ,
'N Ho_"" ,·Ha od~ shaH be stamped "LHG", ~ AHG · , "L HO" , or " RI'IO-, whichever spph(l s . SM
... ss "an u"... cCQ JOn I'!. 0 ' ....
1.rn
. - - - sketch ~t left. AU stamping shaHbe placed so as to not be covered by the belt he ad s
If 16 Ot rM(1!i ,Joint has !) "HO'ld"
or the nuts,
--- -:-+
~f
t+-_
· t3==
lt this width I. Qre'll.,.
by T . tnon thl, width
,.
Joint
prcvi 8"io n~
100- 85
107-85
107- 100
1 12 - 100
112 - 107
11 5-100
11 5 -107
I ! 5 - 112
132-115
140'132
LiQ",.r Roll
.
JOINTS - NO HAND
--0-
I
oar.
St(1{;(
Gozt
RHG
I --:
---.('
~------ - -- - -- - - - - -- -\
a"
A
----- -- -----------;
AL LOWABLE COMPROMISE'S
t
Ri9hl Hood CuI ond
5.lom ~
Hona
Out
fomOeQ L HO
la11 Herod Ooq_'-/
RHQ-LHG
:
-- - ,')
~
lillft Hand Joint
Gog-
i
1. AI! joint bars shall confo rm to curren t AREA &pecificlltions for Quenched Carbon
r
lit' I HoM Oul
'P""" ... "," ,,,..,
I
,
--1- - --
RISll"ll Hand (;dOl' tilld
r-TOPfOVI&\oC\cOfOfletrOf"
TcpafRoH
I L,'
I
/'
I'-J>./ ~
-...., --y
' --
Uti Hand
Rot!
----trt'.
t J.
Y /
:J)
i
-
L
--"
.
pt'QviM "",......
- --- ~- ~-- -~-
L_ _ ___ _____
,t..t,fJotn'
lillmlU9rlndlnQ Sh:~IOOQIfIUS!:- - - - Rai~~lo:;--- - J~-:RadilSM\ltnnre
I
~
~-~~i=~=~-i-Ri~~9~~'-~HO~'~~0u=t~~"~~Pt!d
F
j
H~O\lI.f
Tf7
-Etr "\ I, ,;'y.,
+
I
'lll1mpt' d RtiG - UtO
.:
~19Qronct
Ar.!:! to be plon.a 10
'
~
•
rnlnlfn:Jm fo r oU }oinl
•uo
j
T
r".,)
, --
_______ .1
I-ItO~lj Flau.
--
\
\
-G-
I J
,
+
36 "
L'I'IOI1'!'Jf.ourntntftOIl'l(.QflornrbafJ.~to?1;:J 11~j~.
'
~
-..
l
SECTION
speclf,td
A
'
I
,
I,
•
t
\
I
be
/
:
ttotino
on.:;! wll,
/
;--
I\..(:u~t. 01 both on6 '1). It!O
r
I
IS"
...;------- -------~
- --- ---"'""'IIr__--~- -_- -- - - \\ - - - 1 8 "
.T - - -\- - - •
J:6---t\~ I1l
N~
1 _____
. ." ", . :
;
!
~'mro" "'".., .~,."\I~
rlltrofbot l"""OIO'<ide
I !t , ..
I
!
:I
I
~,_'
.J.
:
-1"'
, _
\
I ,
\..
Size and I(!C~Ii OIl of DOll no!!!, !O r.a H !)e
all r equired 11> rno!el1 f"il 10 o~ jorned
•
tt'J
/
In." the Joint hot 0: "HOfld"
£\I.n Ihj)u9h Ihs width of Ihit roll h8 0th ere equo! or with in
Ihlt limit, !.pecHted o:xwe,ttlfJ I"dicotlon f! {l " H and~tI or;.
rc ll It v.rHeai Md one roll I, eont.d.
®
T
MASSACHUSETIS
BAY
TRANSPORTATION
AUTHORITY
RA!LROAD
OPERATIONS
ONG
N O.
1328
Oe l. 28 , 1992
~n:
®
I$ $l/t; tl O
COMPROMISE JOINT BARS
FOR TE.E RAIL
"\A' j'J'~ ~;.+,\ rL" __
E NGl t·j'l'"ER ING OfFICER
~:.a
2.4#
eWEF ENGIN(ERING OF F ICr. ..
I
,j~~i
<""'<
"t 1:'4
ill I
I"
64'
!-4-
>!...
pl.
I
r--2
I
5
7 Th reads
Per I nch
1
I I
'-I ",,'
Itt --1f~"'-"'=~"
~ t )1 ,~~..J~ /"
t
'-1m - - -!III!-----<
"-IN
-~l ~ --"'.':-:_\ ~A \
L-.
LI.~~r f
x~
I"
NUT
I
SECT ION X-X
TRACK
(ELI PT I CAL
BOLT
NECK)
NOTES
I wAII bolts, nuts and spr ing washe rs sho ll confO;rTl w i t h
current A.R.E A, Specific()tlons
2 -A ll I hreod s to be foiled thr eads.
3-A l1 nut s 10 be wrench fit
4-A II bolts, n uts Gnd sprinq o.vashers fo b e IhOfOUQhl'y
conte d with a metal pres er vat.v€, .
T
~
MASS"'CHU5ETTS
OAT
TRAN SPORTA"ON
A.U1HORITY
"'
RAILROAD
IOPERATIONS
'ML '1l
1332
~-~~:...2S, 1'}-;~--'-'-01%"( (lAir
STANDARD
~
EhGJJftiN~-·orF-'C-E~"::.d.-
~~'
--
'~1!J1"
H'l
TRACK BOLT
I
~«J£Z-&t- i
(,'.fF [JO(;INtr.R!NG 0FFK;(R
*,
11 -_ _
i--.- - -- V
'r
~ FI
22'- 0·
A =-,
~--------~----~m
--j----- .
9
,"
Z
I
JT
6"~
App l )'
60ndlnq A';l\ln t
to
'h ~
(~;,~~':I
~V
-
I
/
1-
,
t
,
JL
.
~6'd-." -Lf . 3r-l-6"
I
:
:
1-- - - - - - - ' - - 36" Min . insuJoted
I
Entire;
'
- + --9- - ~ - _¢_--c9>-+
I
'-'---1
Conloo I Sur mCI}
j
---4----4-.----1
,
Y
I
*
(Aber End POlt
~~
I
t----------------
T!1lckne~s
"(1"_''')
1 - - - 1
l-
19'-S" i
39 ' - 0"+ End Pos!
I! --~-- I-- -
,
~6,,-L- -9-r -J
6,,---J
.1,
J
I
Bonded Joint · Bor
SlOE ViEW
NOT ES
Grind off all L&tt&rlng on
Roil In i\re:JufJo ; nt Bf1"\'.
t - AI! rods 10 be Fu ll y Heal Tfeoled
/
2.-End boll holes
Sleel Welsher
HilJh Pressure ItlsIJlolor
Inlne foi l sholl bfllf£;~diO .
"3 - Bolt heads to be instoUe<J '" bOr, ,1'1 oltwnOl(! posiflons.
I" ilia. High Sirenqth
Bolt
ASTI.1
490
jt(-
.
·-100
t O f Bo ll Hote
f....
FIJII
L~"gth
Bonded
B411:!
of
lrllulot inq Bushing
JoInt
i
80r --~~
p,ar rmat
. - --
cl'(jOr a
" holl be 119hlcl\00 to
mOl'lutachHM (4l" c ommtllded
torque .
A II. o ha r.JI
P O r! (iC •. .
r OSOflfb4
, 1050
5 - Wilen spikinq lolni,t~CCe head In reverse position.
Run Q Conical Reame' 6- With Resl!l~nl Fo!otener Plates, lJse 0 Modified '('Clip,
(2063A) - With C!ll\crete Ties, n~c In;:; e a modif i ed 4263
Throuotl Hol~s to
insulotor.
Remove Burrs
r<lodlfi{ld 'E" clip (SIS" m·
Bolt~
19'-6" 1009 $oction,> for n ~ ..... irudollnli ofls
dud 39 '-0" loftg !HH:tlen :: for (;Jpi lc\tlfl el'l".
4 -Supply
T ~::NSPORTAl'ION
(f)
MASSACHUSeTIS
1------
6"
SECTION
~
AUT HORITY
I RAILROAD
OWl.>.
I OPERA TIONS
1340
NO
®
oc~~
\S~l!(
1M.a
iSWt 11 0
A-A
MINIMUM MATHEMATICAL ATTRI aUT ES
A~9 . Arell- ~ - - - 6-40 sq, m.
MOlnent of inu li o - - -12 40
Secti on Mod, - Top - - - 4.86
Section Mod. - 801lom - - 4.90
132 RE. BONDED INSULATED JOINT
~h_~
EI'GIN"ffAiIiG · OFf!':ER
V
~
/
tL.'-"
..
"7
A,
t::t
/Ii
--- ~-e,Af
CHIEf f:NGl tl £EHI!'IG
O~FIC£R
;;
..
B
~
<;
~
~
i
C
'"0
0
0
.;;
"-IN
I
.."•
M
I:
P,I.----~A_
I· I·
T :1
K
J
C
0
-- =+--------
___ -S- _________ ______&_____
-
A: Frog angle
8
J
G
K
L
-----
H
Po int of intersect ion to {frog POint
Len gth of st ro ignt swi tch POlOt (® curved pomt)
F
Length of 1'09 ]
G ' Toe l en gth
-FROG DIMENSI ONS S HOWN
ARE FOR WELDED RA I LH
Heelleng.h
BOUND MA NGANESE STEEL
I
Guard ro i I length
FR OG.
£
E
L
Actu al lead
Point of intersection to point of SW ltCtl
," frog pOint to end 01 guard rod
f fro g pOint toend of guard r ail
i
POint of sw itch to e nd of stoc k r Oil
M.: POint at swl1ch to end of stock roil
F
TURNOUT
ANGL E
~~UMB£R
A
DIMENSION
I
C
8
0
E
F
G
H
!
I
J
K
L"
,
I'"
L
M
4! - 6"
6' - 2"
<1 ' . 6"
6 ' - 2" !
.(])
gO-}t' - 38"
47'-6"
'19'- 0"
26'-6"
11'-0"
12'··6"
!!' - I"
7' - 5"
8
1°-09'-10"1 68' -0"
30; - 0"
38'-0"
16'-S"
18' -
o~
7'· 0"
II' - 0" 1 10'·0"
3' -
'0
5°-43'-29" !
9 '_at!
13 ' - 6"
13 '-3"
S'-3 I "
2
6'-11 i " 4'- 0"
2
13'·,"
5'- 4"
7"- iI"
5 '- 4"
7' -0"
"
20
3° - 49' -06"
t7'- ... l'i29'-IOf! 4 1'-S"
I I1
f' -
2~
,
:f'
39 - II i
2° - ~I ' -51" "
154'-6~
I'59'-64:-"
7 I' -
16 ' -6" 1 23 '-0"
:3"' @,,6--0" 26' - 8 " 10'-4" I 16 ' -,,"
9~'-O"
~9 ' -O"
34' - 2" 13 '-! ..
21' -!., jI3'-!S"
Sw it c h
3 ' -8
2
at'2
6 -3
2
6'-31"
2
M
-
-
14'-7 1 '
10'- 5"
4'-6"
8'-0"\5'-0";,
8'-9i'
4
6'- 4"
6' -4" 1 5' -71
g'-O
G' -
i'
z
2
.!.'~
2
FLOAT ING
SO LI 0
HEEL BlJXK HEEL BLOCK
TURNOUTS
TURNOUTS
G) ReQl,p res SpeCIQI approva l
®Curved
10 ' -0 "
L
~M'S"CHu •• m
T
U·
TRANSPORTATION
AlIl HORITV
RAILROAD
OPERATIONS
ow,
'0 2000
Ji~
! :.. ~~!2.?_~__
, SSUl ""'It
__
CD
IH lI[
~ (,
STA NDARD TURNOUT S
STANDARD TURNOUTS
GENERA L L AYOUT
- - - ~ -- - - ---- -----.-
_''"~o~:,,~
_- - ------".
...
...
£/U
2il
CtHU
- -- - ~~ --~ - - ~~.-.
fNG !NH I<I/.j(i OFF IC("
- ------ --------_. _ --
· ..........
.•
_---------------------------FO~
PiS,
"
I
t:.,
!1
,
8
.
I
C
'I
[PI
~- - r - --- - - - -
I,
,/.
I
--11--
~
----:r----!
I
~
',-
~
-
_______ .
~,
. --.
C!:nleri
-7-
T0!19allt
CiHlrers
of
Sine Anq!t) A
I
~~__
15
20
0.167."
"
;,12549-2
!
L
_
~t
O. :00254
Atl q[e
iN
TABLE.
A
_ ___ I
0.'.5516
0,!24516
0 . 099754
_,~ O.?~5!L...
0 . 066741
0.050031
TRACK CENTERS
1<
B
SHOWN
C = Troc);
6
I
I
/.
THAN
0 ' Track
!O
~_
OTHER
E"O i m~flaionC+2B
~!
~D
CENTERS
r;~~;-,---~~~~----;---~~~----~
FROG .. I
TANGENT
i
SINE
!A
~ ~~
T r dCk Cenfers
-
I
TRACK
0.049960 - -
MUST BE IN DECI MALS OF
A
FOOL
I
,
PS.
C
£
D
1----- - -- ---- - - TUR NOUT
ANGLE
NUMBER
A
~."
T ra ck Centers
8
6
9 0 -3t '-35"119'-0 '
8
7° - 09 - 10
10
5° - 43 - 29
i5
3°-4~'-06"139'
- 11-4
"'J
•
20
2°-'"
...-' -51
,
.
"
II
"
,,,
30-0
•
3'"
29 -10.
3"
,
,, !
•
('
j5"-62
- - - - - -- - - ---1
Tr ack Centers
Track Centers
12 ' -0"
13'-0"
14'-0"
12 '-0"
lo'-d'
7/' _6'1
11-Sr
83'- 5"
72'-6"
78t~6{ 84'- 7 "
'j"
95-7 2
j
'
I"
103 - 7.
, ,7"
119-8;;;
129-8.
<;;"
;5'
'I"
179'-9194'-9!£'9
'3"
111-6.
'13"
139-7",
3"
209'-9!S
!!"
96 - 4 2
.... '
5"
ILO-5.
3"
180'- 2-a
14'-0"
'1"
,_ I"
12' - 0"
13'-0"
14'-0"
109'-6"
1! 5' -St'
12!'-5"
.. '
I"
104-4.112-0.155-72
-
'IS"
- ,
I"
130-3,. 140-4.
9"
!
i5"
17S-SiS
15"
I"
,!"
_.•._
._.
,
I"
358 - 114
3"
'
----
5"
'5"
189-5ii ' 199-5..
7"
195'-2210'-2 -16 259'-9-16 274 '-8IS
e
,
!"
t
1"
'is"
",' !3 "
I"
,\"
239 - 10-1259-10280-2-8
ts I
16 279-9IS 24u - l16 260-2
,
163-7.171-6.
'j"
II"
289'-1l1(;
,
15"
376-11-1398
-1 016 .
!6
(i)
T
: ,t:sAcHUSeITS
TRANSPORTATjON
AUTHORITY
RAILROAD ~("':O'-'-"2o-0::-_0--~2, _....___"' __ -1
OPERATIONS
! -
STANDARD
CROSSOVERS
GENERA L LAYOUT
\J~~_b£~
~~;
OFfiCER
V
BILL
Quant i fy
*
*
Reference
Plan No.
Description
Poir of 16-6
1
r~lInt orl; jn9
Swi'ch Points, complete wlll\
bou, clips end slop' aitached
NO. S
A
TURNOUT
2104
Z
-
FTR33 Modified Hook
2
2:350
Z
Z
39 '· 0"
Rall s
2;04
2
I
!rlSuloha GOOf!
iNc. I -G)
2106
-
19'-6"
Bonded
2106
Z
'39', 0"
Lengt hll of
Unde r cut
Ne. O
NO .LA Adjualoble
4
No. ! Ad j u, t able
2
No .2
6
No. I- P
2
B(oGe Slids Platu
Ra il
2: 106
100
~
S li de Plotd$
2 106
360
Piat::;s,
! ~ R H
CHid
Stops
AdJ" !j to bl e
I rt,ulo l arJ V(;nico l Switch "'od ,
20
T u rn {lui
12
l1:e~in~ n tty
-
S
ROCM ! Cli p, tOt Ved lc ol S wit ch Rods
1---"-- -
( No. I S 2.}
hl!~ 1
Pl a t e; fo r <l se be h i n d
Fas l ell~<:f
"
A:jJu ~ t QbI <:
0 1 ,"w i tch
(No . 5-2 10 8~ 1 1
"
St anda rd
Ru ille nt Faatenar
23 50
-
21 07
I.
"
"
"
"
"
"
"
"
FT2 ~
"
"
2
FT 33
"
"
2
FT2.7 Modi Oed
-
F T 2'3
"
"
"
"
"
"
2
f'T33
"
"
"
"
"
"
-
FTR27 Hoo k Twin
2
FTR29
"
.
"
.
..
"
"
"
-
f TR 31
"
-
FTA33
"
-
FrR27 Mod i l i ed
-
FTR29
"
Joint
Standard T rod
* *•
n.
Pl a t es
-
-- - - -
--
J
1224
22.02
Oa r AucmbllG$
132 2 Of 1320
!
1332
Bo l tll with Nut s und Woshers
Cu t Spikes are fur nl:thed by th e hHl t oUer.
Weld Kite (14) to be furnished by the Instollel,
Notes '.
t .Tur no u l& &u p pl hHI s h o ll be tll the r 11 5 or l 32 LB
I,
"
"
"
"
.
2
FT R 3r
"
"
"
"
"
"
R.H.,LH
01
RE.
U$
.pedfied
i he ord.ar.
2. Tu rn out • • ho l! be r esi l ie ntly fQ!/lened ftHOU2hout , eltcepl Frog
Tie PictH, Gua rd RI.l II . and locatloti$ whate Spring Clip.
cannot be ph)"SiC<lly in l lolled !lueh (Il on turnout plOh1& neor 1'I4,e!.
3. Fabricafor .I;ol! .IIP p l,. all materia l required f Of th o camplele
lne.lo Ho lion of Ihe ItHfiO\d ell.ctl pI awHch limber un l cu otherwlS9
,oet , fifld in the. ord8 r ,
4.For SwItch Timbe. r Schedul fl, se. 1"101'1 2082.
®
T
.
"
Hook Tw i n Til) P l olu.
These Items Shall be .u pplieo 'or
Stofldtnd
"
.
"
Clip. - TnHl
"E"
a
"
Pia Ie'
Tl Eo P h1fes
"
Spriftf,l
Modified
Pol,s Of Modif ied Jo int Bor Auemb lios {Hco:Id 8 Toe of GIlOE Siot. Ba rs
r,fy}
Removed f o Allow Switch Movemell t o j J oint ne'l! Hul Of Swllch- Nc.20ohl
"
Hook Tw i n Tie
.
.
Spri ng Cli p.-Typ" ":;: "
13.
FT27
"
FQ$ t e" ~ r
2 10G
14
.
~1,! I! U R f
12 I
I
6" AREA Sp i knll:*
2326
"
"
!r.
--
-
2004
Fro'l, Comple t e
TI · Plo l6S
"
-
Rai l
12 16
Fast~nlt
2.352
i 34~
Ph.!9 Roll
Treated
Spike a
RelH iant
Z. ~40
,Z I
Fu ll y Heel
I.
56
Assembly
J" i nl
10'1,1 loled Joinj
210 6
2107
Rail BfCic e
MOI'IIJo nilSe StE'lI l
Roi lh Otin d
FiZO Hook r", i n
F T2'3
I - LH
Itlsllla led
I
.2:~
One Piect Guard Rol!1
Slut
LenOlp. or Funy' Heat Tr&ail,d Rail Gi followll~
~":9~ __ .2S.':':'0' 24 '-5 '5/& "I 2.l ' ~5 1/4"] 21 '-3",20'-0"1 19'- 6", 19'-S"_
&nl ,a 61,de Plaies;
foO.
2.326
Plale.!
Twll1 Tit!
VaflO~s
7 " Loek
2
No.
Po l y Type
920
Slide Plot u
4
I
9,, " ~d ,
21 0 6
Plah~ ..
'3 'Hlo-,Ider Slide Plclu
Switch
-
I
Broct!
S h o ul d: ~ r
10' -0" MonQ1Hieu
2.106
Brace S l ide
A dj,,~tGbl ~
tio. S H Hee l
2
Plate
Adiu~IQble
2
Z
fo<.Q.
Sioek
Reference
Plan No.
Description
Quantity
H"I Blac k A.. tlmblin, complete.
2
*"
OF MATERIAL FOR
~~uil(lt.,al
Tur nout
O~
...
-. ~.-
BAY
TRANSPORTATI ON
AUTHORITY
RAILROAD
OPERATIONS
ow!>
NO
2080
~1 9') 2._
l~::UL
1)t.T(;
®
lS~IJ(.
11\1
NO. 8 T U RNOUT
BILL OF MATERIA L
req uired
--
MASSACHUSETTS
- _._._------",
W~J± b~"c~{f
-:
/
tA../d
/'~~~
}:'f'
C~IEF
ENGI'>EfkIN:; O~;lCER
"Jr---- - 68' 0"
0-'
T ---
SldinQ
t
!
t 1'---
~I'II.~
K
1[
I
-
~
u
o
~
,
•
I
-Main TfOCk.
62'-7f
Pom'
0' Fco
,O'T
V
,f
G
..-10-:-10'-<E
.
1 10'.....'
I 'Of
10'..L.-
'"
V:~
J
3' - 4~
'" '"
,;;:;
ii
I!
--;._
I6 S
'- "
_
FROG
4
272
..,e;
LENGTH
i
. ---r
!\
t 1:·1,0*J.-~
,,,J
~ 6.L·~el
17 4
DIMENSIONS
RAIL-T - FROG-SECTION
'TYPE
III
i
Angle 7°.09'. 10"
FROG - No.8
I
---+- X--'-f ~
.
8-::"
TURNOUT DATA
--1
,~
I i ! S~:::~~' ~
I; I I
I !
J.a
I
I
____..H
-l1 2'-7~1-IO'*lo--l-ro' I .~
.!
I
u
.L
,
Li
i•
~
I
"'
L.od - - -- --
Spread
.,
~,!321
PoBM
TOE
7'-0"
"5,132
S.G
2'-1J"
I
HEEL
TOTA. L
! "- 0"
18'-0"
is-a II
e' ~ I'"
SW ITCH RAILS
Length Typ e -
-
~ -
-
--- -
-
-
-
-
-
-
- - - 16'- 6"
- - - - - - Straight
Switch Ang le For Samson Switcl1 Polntc- - - - - - 1°-48'- 32"
Heel Block Ang le- - - - - - - - - - Some As Swlren Angl e
PointofSwitchtoP.C.- - - - - - - - - - - - - 1 9'~4~ ~
LEAD
---Poi nl of Swi tch
tof
Point of Frog - - - - - - - - 68'-0"
<l Rodius-- - - - - - - - - - - - - ----446. 162'
Oeg~ee of Curve-~ - - - - _ ..... - - - - - - -- -
CLOSURE RAIL
OFFSETS BEHIND THE HEELOF FROG
TRACK
CENTERS
I
X
li-211
27'-10 1 "
' 2~4 "
29'-2-t"
4
I
E
3'-Sf'
I
F
j
G
4'-af
5'- 7..l."
4'- IOj."
5 '_a ll"
4
-.
H
I
6'-<-i"r
I
J
I
K
u
6'- 1I ~~
•
7'- 3i
3 1'- 10+"
4'-O t "
5'-21-"
G'- I%-"
S'- lOt "
7' -
12'- 10 "
33'- 21-"
4 '-2t"
5'-4t"
6'-- 3~ "
7'-Ot"
7 ' - 7!."
7' -- tit
13:'0"
34'- 6-i"
4'-· 4~ "
5 ' -Si"
G'-'5~ "
7'- 24~"
7'~9i-"
S'-If"
8'- 3t"
13'-2 11
:i-"
4 ' _ S 1.,"
5'- 8%"
6' - 7~"
7'-4!- "
1 '- IJ
t"
8'-3 %-"
e'- st,·
t"
6'- 9~"
7'-st-"
a'-
If-"
a '-5~" 1
S'-7r"
1~e~-"
B'-3t"
8'-7';' ''J
9'-9+"
3r.'- IO
13'-4 "
37'-
1 3'- 6"
38'-
zt"
st"
2
4~
at"
,
4'-10':""
s'-ot"
5'-lI t"
6'-a1-"1 r'- 3t"
5 '- S
5'-tO~"
6' - If":'"
•
Va lues for tra ck centers not shown may be
defermined oy inlerpolatron.
57"
.
7 ' ~S t"
7' -ri"
7'-72..." t
1'-Sf'
7'- 9}"
7'- lIt"
al - I~"
•
"
LENGTH OF CLOSURE RAILS
CURVED
tIS, ! 32
Ra M
44'-8& ,.
S_G.
48 '-9~ ..
I
132
STRAIGHT
44:'" 6"
-"- -------40 '-7 ..
7'-5t ~
30'-gt"
7'-1i""
6'-s..i.."
_ 4_ 1
, - ._
fROG
TY PE
L
121-8 "
12 '-6
3'-
RAIL
SECTION
!l5
sF-"
3'- IO i-"
11
12°- 52'- 08'1
DIMENSIONS
T ~~:NSPOR!ATlON
(i)
MASSACHUSETTS
AUTHORIT'I'
I
RAILROAD
OPERATIONS
(iWG
2081
(4~~-I7:-i-9tl6 __
NO_
ISSUE 0I>'!'t
0 liD_
\::>';U(
OFFSETS FOR NO.8 TURNOUT
115 OR 132 R. E. RAIL-UNDERCUT
~& .,
~i;;-G-OI"FI;:£k
_tJ.a~
CHlEF Et' (;IN F.£Rit¥; OFfICER
ST'-sf'
L&cd 68'- 0"
j "';-PI. of Frog
I
.1.
Kond
j!5 ot 20"c-c (25'· O"}
r:23'.5~
i-
I
I
80119f'C-C(13'-O")~~.~!_-L.-IO 0119f'{16'- ~")I Tin 19~'" - - - ; 7 " ,
ICC'
'"
--'}.-4o'GlfOnrl
RaH -l~4"
I (~9'-0"Roil
,~
I
T
1 \1
"'P
~~~J'-
- - --
...-
"
rZ5'-0~RQII
-~'Endaf j Qtlj}I~b.mi
.
! ...
,
Roil
T !! T TTTTTTITTTTLT
I
16CO"T"f~~~ I
HIlmi Thrown
SwitchLock
wltll
Elect.
;
"
24 ,- 5
56
14
--.J
I II
+ iI
39'- 0"8""".:. ••." ,J.1 J./l 1 1
Slod!: ROH~
9 T'1M, 10'~O " ea.
I1
I
",u-u I't.:lll--=-
~( 7 T i .1
2;5'-O"~Qil ! 1l ~O "eo.
Q
CIO&\JfeRoif
TUrnoul p!ate.! No.ZI/lru No.1!, OlWay3 pioci
p lot s d6.tgnottoo on Ih & fi eld side.
ror H eodbloch,
e.
U-
0
*'
Pl.cf SWi tch
12 , 13
_I
--,..., •
I
..
sec Nol n
"I
12Tun,9-Q 'to· ',
>
<
..
.
.
.~, r~;,'
!
:
~
H .l
Guord
4 ;11
17 10.
Roil
~,o.
M'H. "1-S
Ct' .... -t.l . .
Joinla at hMI or .w ltc.,~· no! to b. w.~d.
In cencr.'. t io territory
pr9v l~, on. gddfllonol
11. 0
Min." 2~-8::
I------l tnd icol es roi ls fu mi!.hed by th e In ult llar,
~
~
14'-0"00 ,
Insulated Jein t SIQQ Qer
Indica tes roils tuml she<l by 1M manufac turer .
--@- Indical"
Lo'
~'
~
LEGEND
n3!.o';' :;
"
•.'
.
-t l-- _~ . __ ~
~
)1<
fl~
8 - 1;'2. RBM FI"OQ Pion 2084
, '
"i..J~:",\G!:
j'; '. 1.:'
-{9- Ind icotlls insuJo lod joints with ~ Op6fliflll. ( Bo tted, Po ly T ypo ) su t40te 16 •
....-
indicate • .)elM; to b. flitd welded.
NOTES
234 56 -
Switch points per A.R.E.A . datol! 5 10 0 4f t hown on "hln
39 ' ,lock ra llt fo b& tJr.defcul 0' per Pion 2104
F"or switch detaj Is see Pion 2 104
GOl)eplOle No.I -Gos por Plon 210S
Switc h plotu
0, I, ! -A ond 1- P as per P i on 2 106
2. 104 .
QUANTIfY
No:.
7- Turnout 010111:' NO~!l2 ftln!! 1 ,000per Pic!"! 2340
5- VErt ica l In , ulO IlUl lwi lch rOOs und odju'iGbl. rockercllps,lletlo!ro llY
0$ per Plon 2107
9 -
i0 -
Hilal b!o.ck 01
~r
Pion 2350 .
All mil t ,in cludir19 'iii itch roil~ . 10 M drl lied O~ shown on Ih I$
plon,<;\lcept, tM! firs ! hoh' h not 10 be dr illed by Ihe manufaCfurer,
forces. dhlgnQied by the Aulhoril"
I! - AI! !he lie plote s 10
12 -
bf;
ON!
OfF SETS
LONG TIMBERS
bloch roo t Ihcw!>:
REQU IRED ,H.od
n to bit;, se. nct. s
I - Siock rull$ ond swi1ch points olld 011 roil! fu m i$hed with the lurnout
ore to be fully heal " eollle!.
to dflH the flrsl hole whennoceuQry.
•
7
! I -0
G
12 -0
13-0
6
14 - 0
•
•
.mt ric lo~ k
sw ITCH
.~-i(
-
iss wifh
.I.!'
-2 POiNT OF FROG
10'-0"
10'-0 "
'lOQe 'ioe l
'''-;
2 - 102:
,
I-
P.C,
A
-
TURNOUT
11'-6"
10'- 0"
STRAIGHT SHm::H
I
Hi-O,
1
10'-0"
J
1-".. l
J
~,
1
!
-.....: '--
0" In cOrlGr&le tie lerrl !OfY
o
7
Tlllv g " X 10 " X 13' Heodblocks needed illiflswdcn&land 3' hiqh or letA, is ' IIH1'J ,.Un I l lmd s O~( 3'
14 - T .... o 9" l 10" J( 12' lieodb lockl n. oc1lld for pow>I! operattd 1't:I'de ll.
15- See P hH! 2080 f or Bill of MO'e/ioL
Ig - US~ bOUlld, poly type Insu l a t ed joinls .'Cllp l
when r.venIU p(lu.n~ar
"'\lice bpttfotiU.OYfH joinh.
III I nc! cau , U\. !9'-6" bond.d i!lsulor.d
Joint
pll.ll1 r oll A, Ollo:! modlf), rtd ! l . n91hs ccco r dingly_
-nllh
16'- a "
I!S' - 0 "
5
.;.",.
resi liently !OSI(jll,d ell.cepl frog: h e p«lte' ond Quord roil".
13.- Three 9" X 10"X IS' Heodblocks n&eded fer Mnd Ihrown swHch with elGClric lOck.
I 1t"i2
9-0
10· 0
13 •
R.H .
66'- 0 "
POINT Cf: SWlltli
I' 2,13 6. 14
LEt~GTH
NO. 8
FOR
e l uct ric I O ~ k
r;;;;;;r-~;~;;';N;O;';';'O;;~
J,.-,-o~"
l>gE! F
"'1"'-5c.
j
-4--4-
i
!l)
::
.- "
ll-;~
N
"
*'
Ni::l
~
~
6"
.
6"
9"2"-+- S'
RAIL END
+
c:o
T
'fs"dlo, I"132 Ib, . 1151',
for bollnd turnoul
for ... 1400 turnout
DRILLIN G
MASSACHUSETTS
BAY
TflA NSPCFtTATIQN
AUTHORITY
RAILROAD
OPERATIONS
cr,lfG.
NO,
2082
Oct. 28 , 1992
~
(£)
15M!! 1'0
NO.8 WELDED TU RNOUT
TIE AND RAIL LAYOUT
,,,it.;O,~~,,~
CH iE!'" ENGINeERING Ol'"I'"iCER
,
~IOOI
r-
I
,
I
TT
I .
?'T '
!i!'~
'
22f'L
T '
~-
!
t---1=
+-ttH-t
I
'0
'0'
-
4"1·!
I
K
,I
,;,
I
'
L~;.~t r-, II .I
I.
I
16' -:f'1~ 4<112:::rC-C~IO(;t !SfN: {16'~:;" t~
19f,-( \
~l!10(H l IL
r1
I
i
I
I
I
I
T T T vr/l
I"t-r fl J{jl
,
"I
.
/1
II
'
I:::
i
l
2.7
1 ~
1
H
.:3"
~
HT'
1I II II
I 1M
i
I"
I
_
19fc:- c.
(21'-1~
-
--
I
12' T i H ,
.1
22J.,,1l- ;..V
'~""
I
:.,
.:,
I
1
I, til
1
1
-f--
.
~"
.
1
'ciM o~
-
I
II'I
I'
L
11-
I~~
....L Polnf~
•
I
tit i4J 1-1-"
--:- j --
I
I
k1""
r+
_
-,22~Tln
31-'
13'-6" TRACK CENTERS_
II
fOt
frt)l)
T
fur nruls see Ploo No.
T
"fl'D"
I'
I
'.1 "
L
1
-1-"
~..!..POlnf
2
L
I,. "F22t"
~IU'
I
~" -,
I I I fT
;A,.2' T
i"
I,
,
1111 ' T -
iii
1'4'if..-
l
T'd' L!?'
I. I
.
1 1! 1. 1.L '-
1
1~
Z5-z l'T .es- - - I - ,"
eo .
23!..1 - - --i
I"
4
,.......---7 '1--
"
.
!
I
J1 J
1
"'-"2
-l ..:L 22;f"
'"'1
PO int
12'- 6' TRACK CENTERS
SWITCH TIMBER FOR A CROSSOVER
Z082.
TRACK
T!MBER
CENTERS
9-0
1'!'- 6 "
26·
13'- 0"
j---
L ,,', G"
,.
'6
26
it
'2
12
!4
l{l
1_
_
I!'....O
21'- 0'
,2
,.
-- - - - -
L E NGTHS
'2~ O
11 -0
10-0
~,e
----
22'-0 '
25
27
_
i ~ ! 30
-'-.----1___ -'--__
-'-._ _
FOR HEI\D8l0CKS. ADD THE. FOLLOW I NG 9"x 10 " TIMBERS:
f"tOQ A~Qf.e
,.1·-09'-10"
Handlhf\lwn
Sw itch--<1- i3' - O'· ... ilhs.".Bc hstond 16515 loon 3' hlqh.4 -16·-0" .... /3·+
SwItch -WIth Electrtc Lock it.g: ~ 6 · 16' ~ O" ond de le I!! 2 - 13"0" frqm Tobie.
Pc ..... llr Opero ted Sw!lch ~ 4~j2' · O"
* Hand I hto'lln
I
1-
I!
.
pOints wIH cho"'Ji! 8 " (oPP(O~. )
L
I 1-05 ~';~:""2-,.
T
J.
"
for ever y I "ChanQe In tr ack cMlerS . IM I'!OrlzonlOi
f-f- H-
!
I I
,
"
~ II ~ci
i ' ~4
1
30
I
U
r--
.
i
i/ ·
; 1
U!
I ' f-
Ls::~'!-W
t T."
ttl
1
I
1<'1,
'
1!l~u!,Oled
Jou'IIS
!IT , II I
T
IJ
T
',0
~
TTT
I
2
121.' +2 I .
I
III ~&fi
'd.'
r'~.j.
I
!... j'> (lIllt~
" '''II
I
0119~ e-c
J1
I
"
_ ill _
"
T T'
::
V
II
k.
di l iance bellll1tenf
' i 2 01---- n
I
I
1
I
i II
1
I
i i ,
-t ,--==-:-a'''6''Ti'1l''> ~I1-+4-1
1:1 I
-L '
2' Point
;-t , ,"
01
.iI
"r+~
~ ~ ~mmm"
m~i 8'-6"~
I
i
rD',t"W I
I'
I<::!~
"!,o"
"<I"
ot
T T
I!
,1:,
I2 'TI':V-r
3"r--j2"~}-- '0 ,sf'"",:""
i)
'M"'"''
T T
I
' !i i
'0"
13' - 0" TRACK CENTERS
13
I
~l\
12'Tla~
'"
ZPolflt -""". /
T T r
,"
".
::1
( ,6',
I
:~
I 111
1"1 I"i"
>1
,
ilu
~t 10" "f'"
I
1
rl.l >ii
r l'
r --
I....
1- ' T T
I
'
]""""t
I ~;'l.. ,0'1 I
,.
22",,"' 1 '
W ;;:~"-Zy
T"f!
iL. '
. 21-Z2
I
'I'
(
r I T THT
I2Ml;d
1
3"-1
,"
T
,,).
1/
'
"""..,
'.JQinU
:
I
I
NOTE: T:mber loyoul shown is rtlt txoci
1 tock center ~ 'l'I<1i ca18d. Of h er t roC k elln Ie"
requlfl cdj;)$tirl1.l the timber scheo\l!1! and
timb e r ')pocing c, rC!j u irtH1. AI! Pmber
musl e xl ella Q m ini mlom af 18" ffom
l ie!'.!
-;ide
la ie
(f)
T !~~~6~?:VTATION
MASSACHUSETTS
SAV
RA!LROAD
OPERATIONS,
r;:~G.
2083
__ _
._~~~,__ ,~sWNC-
of roil.
NO_ 8 CROSSOVER
T IE AND RAIL LAYOUT
~'b,~
£N~~~ERlrlG
OF FICER
/ // ~/l/
~~
;;
C~IE~
fliG'III£ERING OI'"FI £R
~- 10"-
1-- - -- - -- - - -
d1
-IO~-~
" 0
.. n
AN GL E I IN
---.A
r;;~
__ _
k---~~-:-~~ifr
5.90~
18'- 0"
'9f cen;c~~I~o~C~'~"~e~'~~~~~~~~~~~?~§~~~~~~~~f~~i~==========~==:
-t>11'- 0 "
j
N
A
'
p:~r-;-'----~
..
_s'_a·t '- 2" -~
1....- - - -- -- 4 '- 4"
-----+-- 16·~
20"
20"
---+---- I 2 0" --j
I' '1 r - - 2;£,
):e >~. ,," ---.,
. r-,fL ~~ 20{,;:'-1 _
r-IOM+- IO- -{
l"i.::
7'- s0" on
"rl
J.'
THEa
J
/ -_
"
•
L : : ': :,,:.__ ~-_ ~--=
I- ldl-----~'-,
u'
\~.: ~=-=--.:-W --- -'
-l:-~r-:...-.:.
I
FT-27
A
F'T-3l
MOO.
--)--:_-- - =-'-
--U-0
PLAN
FT-33
Frog Angle " 7"- 09'- 10"
~
'~I:!:
Sf'H(AOS SHOW N ARE
r
()(MN OM FfAlL
TOE
ACTUAL .1 " POINT S
::::l
z"r
:!!I'~<
Il~AOJ
FIL LER BLOCK
r- I~-r-::'" ',
S" RAll.,
~_l.
~~ .J,\..- '.f, ~-----: "
I
I
!
SLOP[ r INt
'"
4:/
~
..
I'lOUHU £OG £S roi"AAD
~ '
I
.
I
nqc- ·~~~::-l l
u
1>..~.,'{~
.
}f+-+--4 )
~
-{1~ ~ r -_ ,_
- I-- L
BEVELED ENO WING RAIL.
3t"
Uf I"UINI
~T9'-----1 "'T ~U:L
t.L.t.VAII UN
FTR- 33MQO.
MOO.
t--j«lr'llr<)
""'R" rOA FWORklH G f'OlNT
SE CTION AT POINT
FTR-31
'"'"
::-:..---::r!
.,
I IN 8 .6 ..
Pion 232G
i r::----'
2' r- ~ '. !
:.,--'
-.:;::-
..l.-- 6 ·~
I
g.!." _ _
2
Sea Note No.5
·Orilr.d by
mOllufoth.rU)
RAIL END DRILLING
FROG TIE PLATES REQ.
14 - FT 27
2
- rr 27 MOd .
2 - F T :5 3
2 -f"l 3 3 Mod.
.!:!.2.!!!..:
F('(
~ ee
SECTlq~_ ; ::J~_
NOTES
2-FTR2 9
bol l len9,h$ and Quunlil ;es ,
drowinq No . 2502 .
2 - FTR 3 IMOd.
2 - FT R 33 11.100.
SECTION F-F
ll"ll~ p luI"I'~ l or use .. , i h A.R.E A .ecommendt' d ~ l on d'Hd~ for I I f-, or 132 R. (
®
T ."
Rail
Z - Wor _ mOl"l $ h. p olld mo l " " ol1>,;n,lud.n9 beyet .n ~ an d I"\o rden,nq ro ll elld~ , sllo" b epe ,
cVH en t MIIR. ( A Spe e, f . to l iu ns" fo r h aOYf woll ~t io n fra ys
:>,- (, r oo~e lot bond . "e~ sholt e "!!n" I'om erld 0 1 f . l l er bl oc ~ u 'I"05. ' 0 fhe cente, hne
o f s e cond \.totl h o le
4 - All bolh YH,d ,n e on~ ' ru,li o n 0 1 I r o ~, H IO tt be (J ' Pfleo Immed lo te t, b'llote oo p ly,"'l
1$0 'ho' otl th 'e o ds o.e Il"\oro "Q hl y coo ... d l In IJHHne .
5 - When fr og I~ 10 IH! u~ed i ll oolterl I ,oe ~, t" s ' b,11 1 ho t@ 10 be d.-tl, e d In II"II! 1. <,,10 by
1"!lIO ll o.
O ~ ~ hown on Ih l30 plan .
e. ' ;O S " " ~ 10 /)c e 1 p l o~,{ln l"\o'dl'n.HI . ... ,I;-, loe {In d h~l." t o "n ~ to be fu lly h eo f t, eoted r ail .
MASSACHUSETTS
TRAN SPORTATION
AUTHORITY
RAILHOAD
°N~O ~089. ___
OPERATION S ~~~?3..~
Issu e
.?"'lE
_
CD
,~~"(
NO
No_ 8 RAILBOUND MANGANESE
STEEL FROG
FOR 115 LB OR 132 LB . R E. RAIL
SECTION J-J
_ ..
'tfJ.+
--.- .-~
£N G!
. RIN G OfF ICER
--
0"Lf;/
,{./ a j:.,<J. . k;,.,
,~
ofr~H~
nil( f" r N'(:lN(f l'!!Nl;
Bill
Quanti ty
.
I
Pair of IS w6
2
",
2
39' - 0"
I
*
.
(~linf {! fCitHJ
Swi!cn PalMi, cornpl*te witl'l
ben, cllpz ~od "tope uit{!cheo
Block Aenl'nb!ku,
Undsn;u j
I
Irl!lwloh d G<:Q*
FOR
Reference
Plan No.
A
NO.
iO
TURNOUT
Quantity
2104
2
-
FTR;i.3 MtH1!fi.d Ht!(lit
2350
2
RoUt:
2104
2
Solted, Pot I' Typ e
:1':1 06
-
19'- S " BO!il1ed
2
Sloe!:
!
Pla1H iNo's
-0
I
Btace Slid. f> lo iu
2106
2
NnJA Adjllli t "hh;
G, ..u;. Sl ide Plut. ,
2106
4
N!LI AdJuUGbit
Braca Sl!dtl Plaln
2: 106
I IHl..
I
1065
Reference
Plan No.
Description
cljmp !~ t$
No_O Adnuttth!iI
2
I
MATERIAL
Description
,
* ,
OF
13'- 3 _"
Twi n TIe
MU0'JGnelllll
I t1l>t.dat~d
In lu '<lad
I 39'- 0" l..$hOthil of
FuUy
Va r lol.i§ L&l\a! fa 01
Ftilll
1'3 '- 31/8"26' -0
7" Lo ei!.
i
P!<:ltt!$
2326
Sln[ Ons PiU4 GI.1(trd ftqils
Jalftf
Joi/ll
M.",i
~iU Q
-
~Q!i
"t"F"'tl'&d
1340
H4Gf Tu.a t iid " h f; I ~* '$11. __ '-;:'''-''1 &-6,
5 '.-, 43/8' 23'-0'-21'-4 3'3'- 0" ; 3 '-11' - -<;;l
**
No. 2; Adlut.t(!ble grace Slide Piale&
20106
100
tio.I - ? Sho!! ! def S lid.
Piatu
2106
4 50
Ruili~r.t
f44 h nar $prf R)l Clipt - Ty~. 'Of"
2
No. '3 Shou lder
Pln ia &
2106
16
'ha iil* nt
FQ't4 IH~t
2
No. SH
2!06
'75
$itHI($(Hd
Ruillani Ftlttcl'ler Tift
2
SwHch
2350
-
4
A4Jul ttlbin
2
!flfoulo~ ed ver ti Cil! SwHeh Rods
22
Turn 0 u!
t2
R9silio!lflt!y F{i$l&nM Ad ju$to ble Rail Braes
P\c1tHf, j - RH
RuB
ood
I-LH _
$to p ~
ROCl\.tH Clip$ for Vto. rt!cc!
Switch
(No. !
a
Rod&-
2)
Pltllu for IIlIA QehiiHt h<'le! of '6W l1ch (No. 10-2
,
No. to
4
FT20 Hon It Twin
G
F12:3
Malli{jtlfUI$#
RoB bound
"
StM!
to 10 · tl l':Z)
Frog, Complete
'* '*
Spiku are tUfn iehtd "y tM Install&f.
23~2
210~
FT2:7
"
"
"
"
FT29
"
"
"
"
"
-
FT23 Mod ltied Hook Twill 1i* PI1l1U
2
FT27
2
FT2.9
-
FT~3
"
"
"
"
.
"
"
..
"
-
FTf(;51
-
FTR33
.
.
..
.
"
"
"
"
"
"
"
.
.
-
FTR27 MO<l! fi&cl
-
riRlS
2
FTR31
ih ou lt~m4 aholl
.
.
Hook Twin Tie Pltnu
.
..
.
"
b~ '!J9PiilJ;d for
.
.
2202
1322 Of 13 20
80lh witI'! Nutii Gnd WQ!!f\~r!!I
1332
.
"
"
by tlul
l!l$tail !§r
Notes:
I.TutllGllh &uppli.d a l'iGl! b1i 'oiilh4H 115 or 13.2 LB. P.:E «s lipulfisd
th t order.
"
2'..iurn(luh iIIh<::llt b. r,niH .,,!! ), fa.tetH!d Hl.fOUOhoul. uupi Frog
Til} ?lab1l , Gl,wrd Aq ll. and loea tit!!... WhliH* Sp rinq Clip,"
cannol b. ~h)"eiC(ily i!u?cl!eti touch !U 0 1'1 tuno!,!t plct..- MIH 1'1&$ L
3, Fabricator thaI! eupply oll rtlato r ial (oqoir.d f or t ho compl.ta
imi!l!!atiQn of In$ fur!'!ou~ tJ:lC ft p t s1'!I itch ti@lHH un !$U t1tiHH'o1!U
llacified In lhe tlrdar .
4. For S'$Heh Timbe ( Schedu! II, •• & Plan 2. t 02
®
T
..
"
R H • L.H. 01 E'luHnt.nll Turnou t a\1 r6q uind ,
AU.mb!! . .
Klh (IS) to be furn! thad
.
.
..
.
Cut
.. W,;!d
"
.
.
FTR27 Hook T>J:Iifi Ti Ii! P fa!u
a.,
Truck
>
FTR29
12:24
(Hidda Teo of G£1I,j.S;d~BQ rt
tliIvi
Ramollllld 1£1 Ailow S1fl1ch MOO/am.of at Joinll'l$Qr Kut Oof Switch - /'.10.20001 •
Stondllrd
10
2
P!a t u
Pail $ of Modlfi~d Jtlint aor Asumbliu
5.
2.3 26
-
-
" f"
2:340
"
"
MQdifl$d
Standord Joll'Il
?!atu
"
Ci!5Hl~Tyj)-t
'6
"
"
Sprin<J
12 I 0
Zl07
"
"
.
.
..
x iiI' AREA Spi l<u
2101
TI.
"
-
! Z 1\;,
Spiku
Z
H""
,
Rtll!
&
Slide
2302
AUSfflbiy
"ASSACHUSEns
e"
TRA NSPORTATION
AurHo~rTY
RAILROAD
OPERATIONS
I
J
OWG
2100
NO
Oci. 28,1992
I$SOJ E
D~n:
I
® l
lSStW HQ
'1
NO. 10 TU RNOUT
____
~
BILL
""'?t:,~;. ~
OF MATERIAL
~
I
~j l
~.- ;;;~
--- I,I
CH:EF tNGlNE£R lNG 01'1'"1£:£11
r----
,.
,.
,
77 - 4 4'l..eOd
TURNOUT DATA
- ------- - - --!
FROG- No. 10 Angle 5°-43'-29"
,[ Pmot of Frog
~
T--Siding
·
"·•
- , -----
a.
i
---
I
u
I-IO'..J.... 10'....:....10· ..!... 10·....!.-
II
.
,!:
Mail">
.J
,
I
j---
r : 16'-6"-+o
I
~!
$ffOlqtlt
'" !
I
RAIL
SECTION
!
115, !32
RBM
9'-6"
115,1 32
s."-
3~9 "
1',,,.5
SOItiich
; l~i3" ·
0
FRO G
TYPE
Length -- -~ Isf J 10~---'
TOE
EN~rH
TOTAL
HHL
13~6"
23'-0"
?'-7.j-"
JI'-4-'k"
r
7~"
s.
- - -
-
- -
-
-
- - --16'- 6"
Type - - - - - - - - - - - Straight
1
SWitch Angle For Samson Switch Points- - - _ -- - 1°_ 48 _32
Heel Spread
~
Heel Bl ock Anglo -- - -
::;~I
(J)'
L
I. .
SWITCH RA IL.S
"-8" J ",J23f
"
•
ro'
x ----l
,
Track
?/:t
1
'
~1
'6o
J
~
i
FROG 0 1MENSIONS
11
Point of Switch fOPC- -
!{
-
-
-
-
~
-
-
-
-
-
Some As Switch Angif>
-
-
-
19'- 7
H
LEAD
,,~
Point of Switch to ~"poin t of Frog - - - - - - 77'- 4{
Oeqree of Curve - - - - - - - ~ - - 8 0 - 06'-40"
j/o
<l
Rodius - - -
-- -
-
-
-
-
-
-
-
-
706.965'
CLO SURE RAI L DIMENSIONS
OFFSETS BEHIND THE HEEL OF FROG
TRACK
CENTERS!
I
I
12'- 2 n
12'- 4"
l2'·6"
12 '- 8"
12'-10"
13'-0"
13'-2"
13'-4"
13'-6"
X
33' · 3f ~
3'- 4 ~~
f-"
3'- st"
3S - 7-}"
3'-8%-"
38'- 3~"
:r-,of"
39'- 11+"
4 '-
41' ~ 7§: "
4'-<!~~ 1
34' - II
•
J
H
G
6
K
5 ' -10"
G'- 4i ~
G'-IOr
6'-0 "
6'-6~'
7'- 0
4'-;--f'1
5'- 5t"
6'- 2"
5'-af"
7'-
4'-9,L"1
5'-7%"1
6'- 4"
5'- 9~...!'
S '- s"
at" 4'-1I~:
B
5 '.
!.1"
a I
I
~" i
a"
*-
4'- 4f-"
44'-tl~'
4'-S}"
5'- 5%,01
a' - 3-t"
1'- 0"
46'- 1 {-"
4'- aj-"I
5'-7-f "
6'- S!""
7'- 2"
43'-
8
5 -
t
IS
6' -
G'-I°ir"
1'-ot"l
I 7'- 2e7" Ii
I
7'-2-k"
t-"
1'-4ir"
zt"
7 '-
7'-e~'
7 '- 6~'
1'-10
e.I:
4
I'-IO!.!'!
6'- t ;"
6' -10"
7~- 4f'''!
7'-sr"l .'-o.i:'i
•
I
4
7'-
efj
by tnte rpol ation
I
r 'l
7'-s-
7'-9T'
1'-IO~"
7' - lii"
a'-It"
6' - ZJ.."j
a
.'- 5+"1I
.'-41."1
8
TYPE
11 5 ,1 32
R8M
tl5, 13 2-
S.G,
FROG
I
1
1
L ENGlH Of CLOSURE RAILS
CUfiVEO
STRAIGHT
5I '-S-\i"
5 1'-4·f
57'-3*
57'- I ··f
7'-4f 1 7'- 5~]
7'- sf." : 7' - 7-i"
t " 9'-0+"
' S,::-r! 8-2
, Z,"
8-0
u
8'~7r;'61..
s
Values for traCK centers nc: shown may be
determined
s..J:."
6 ,
7'-4-{- "
7'-
p
0
N
4'-5-k1, 5'-.If
4'-5-;-"\ S'-3t"
•
5 '- 3i-"
s
M
L
RAIL
SECTION
8'-4.L."
2. !
e' - 3 1."
2
.'_s1."i1 B' -7t"j
T
(T)
T
OWG
MASSACHusms,
SA'f
TRANSPORTATION
A.utHORITY
RAILROAD
''" . 2101
'
OPERATIONS Nov. 17, l'Ja s
1I
~om-
8
tSS\l~
~Q
2
·8'-
a.1-."1
•
8' -9+"
OFFSETS FO R NO. 10 TU RNOUT
11 5 OR
132 R.E. RA IL-UNDERCUT
~_~:- wa~
EN(;IN££R H>jG OF F!C E:H
CHIU f.NCF NEf.RI W, ()F ~ R:m
.
-.--.s--
~
6,_,"_j-J ~I'''''·~21·12'f2cr.
(",-,~)
c.'~·ld
. _.c,."~.'" . .I .I ~l')'T~T'f1"T'f
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,
~ro~
61 r r,
~'11 . , I ~' , I U '"
0.. .u
, ~,d,-.!s~,,,~ ~1I ,~m~"~ ;-~ H;'J.,I,s,I'1
'I I
: 1111 1.1 '1
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•
Ti"".!.'·'
,
Hood
---------------====::-::-:;:;~{---===::::
.
P,.fS.",.
i/."
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Th,.wn -I:1"i2
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, ."
"-
19' Und"""
I
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IS'~O" . - - 7 ~;~
tl~tklc
Tie f¢rhofld
thrown swiW'. with
lock
--
••
I
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. -,
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(Su Notli! 12,136.14)
.
.•
'
61 . . "
,.
1
..
• .'.
. , . . ...
~I
FROG
TIE~
PLATES
4-Ft20
f---
-
~-----f
r- PIel'! 2:326
061
2 - F T 29 Modlfled
.IT\. . ---
2 -rTR29
',dk"" ,. -" u'"~
IlIdlcol... joint" 01 htl9"1
IndlcotM (n!yioted
,."........ 'nOk...,
2 -F"tR3 1 Modified·
2 -F TR33MOdififdi
NOTES
1 - Sftlck roll,. Ofl(i $w,'1ch DOinls 000 oJ! rail, flJfniBhlld 10 ". lully Mol t real,., ,
2- $'Wllitcl\ polrots p.r A ,R,E , A. dalail 5160 os lIhO'A'n on pion 2104.
'S - 39' 3tO(1I rolls , 'o ~ UMt'rcul OS p~r P itH'! 2: 10 4
4 - For tll/Heh detan. He Plot! 2104
5 - Goq. pia I~ No, I ~G os Cler Pion 2 106.
6- Switch ploln No.O.I.IAG"'dIPo3~r ?1111'l ll06,
7 - TUflWu! pkltu ,No.2 t!lrl,! NO.12. 01 per Pion 2340.
10 -
All rolls, illdud!tlq switCh f'OU~, ~.b~ drill!!d i.l$ ihOwn on Ihis pIon,
Ihol first hole IS !lOt 10 b~ d,j!t~d by 1M monufoClur~r. FOrces
dUiQllol.d b!f Ihe Authority 10 fIeld dfill fiaf h(ll~ when l'Iece5$ory.
tJ.c~pt
fl." pIQt,~'
Two 9 J. 10 J.
11- All
[2 -
pn Pion 2350.
~J.C.PI
o~
11
- 0
- --
6
13'- 0"
14'-0"
!~; 0"
7
4_~~
1
16'- 0"
17' 0
01
l4-Two 9 II 10 112 Headbloeila nfl§d,ed for
!5-Se~ Pion 2100 for Blil of Materlot.
pol~
ond modify ruil
iolnh
b. c!.1!
~nd
Type) See
{i
~401e
t-----.J'-,b
48' 32"
'no""'- -
\
It)
~.
~
rpe
"';11"1
'...ill< _)...
Icnglh'1o
~CSi.l,
111101'i 13
*"
=I~_
0
...
C)perot.d twitCh.
~
......!
:sf 1----6"
~HIP for temporaril y boU l nu of lite field
gop fo r Iflsuloted jelnts, Whu t all. are welded In thjt
10 provide ~OP' ffeOrn!il1ttidaod by Ihe If'!ld kit mcnufo(:luru.
".!Ihd
field, !hay Inu;'
,
.00.
I
"';E~.fi~
• Ti"
In
concrete
.
ter'OI"l'
,,,,Id. ,odd"""
.. I.
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r.;:,.Vf'41
0,
0'1
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0
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2
1
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9'-C
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pl~t.,..Ofondl.u.l~
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fo67w.e[~c;nc Ioc~ cLJ_',.,js::::":'>--j't~~
!==j======t=======~:~
tOnq wllh lionas OVlH 3
';'
N
N
~
"
H."6-0 ".
H TURNOUT
0 FFSETS FOR NO. 10 R".
i
I.,
,
I
T
(j)
MASSACHUSETtS
BAY
TRANSPORTATION
AUTHORITY
RAILROAD
OPERATIONS
6~-~
r e\j~llue poueRgf:f BHvlct
us e bonded Insuloled Joint Plu9 roils
oCCMdlngly
'Fs" eOfl'lPut~d 10
(lft
~ow.,
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1_
..
.. .. '41 "/
"C. . . ." . . . . ' "
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tle~ In
1'
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11 ~
0
1
r-~<""rS:':'~""::.;;"~N~.::::IO=-
'
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l
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. "
R"''' FOQ Ploll 2105.
Ho.lO- i32
~
Swit,b
!;
,'"I
.
Iype InSulated join l s elcep! ",hen
operotu. over joints, In Ih of
11- Rail!jjllllths
Pol~
6-- . ,
I-t'",
, r
' j .. "'"
' 6 ...
' ;;;1''i'
flo)
j •
.
..•••"
.".
to ,be ,.,lllsnHy iO$tM6d.
fr"q tie
13 Hendi:lloel!;s n.ed.d Wltn sWltchslond '3 Mt.
13-Thr",~".I~,"J. I,S'H.liHld~IOCk$ nndel! lOt hondthrownt..lfch wilh OI.c
. ,ri C1oc k.
16 -Use Dolled,
, (•.•
,..
,
-~!
'II
'I
I-P;
~
w"d,d
field .aldad
6
6
"3'- 6"
.
,,~~~~~~~:""'2' 13 a 14.
r
~.. - ... '
'
. .i'"""I~"'''k
5" 17'·0
9'-0
. cone-ret,
10**
'trrltQ'Y
1- - ' ; - - 1 -
, .. '.. ' , '.1
-
OI'W\3~
,,,
TJ r • 1
-fal
1-"
I !
I
b
i
mo~fQ"'''''
. , h -no"o b.
.'
End of
Lonl,l
Tun'",
I
' . l .f. .TJl-1i
.L.
I!
.j u
Moll,- 4 · · 8 . r r .
'::::::':~:=::::;;-;:;;::;::;-::"H.'
dbl k~ nol 'hOwn
!Vl
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REQu,nE
Dn-""
0'
no'"
In
I, 'ob", ...
De' Pion 2107.
0&
.
. •
0
"
(S-II,d
)0
16
' 1nft. ... Utl-openn."
I
Jol" ~ I. , •
L
.j,
•
b,
try- th.
th. In. t o ll et.
,
_',oj-- ••• , ' . '
"
9'-6"
_ . ' _ 8"
'...
G T' UBE"'S
B - V~t!leol InsulQt~d swllCh 'od~ end Odlol$~ roclu!rdlps,~oIl.,.
9- Hut block
"n, fu,",,"'"
f
' fled
I '06 ' 00""
"
"
LEGEND
6 - FT23
IO-FTZ7
2: - FT27Mtldified
2: -F"T29
..•
•
£
l-N'
."
'
, , ,
19'-0" R.B-:
I
, l'r 33'-0" ••Tff
1 1\
'..
, ~ ~"'-'
'
"-
'3'-,,"Roi!
.',
Ili~ ~l a £1 ~ it W~l
1~!~l~lZ
21 6 121; ,L+'R:"lJ
IT
. , ~H
.-~
~'"'',............
"~,
"
Pt. of Swit ch
0$
•
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i
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"'I'
B ., 2'
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'n",'oI,fO-'.
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114 , -II T3"
RAIL ENDORILLlNG
ow, 21 0 2
NQ
Oot ' . , '992
IS'iut o.-n
'S~"C
NO, 10 WELDED TURNOUT
TIE AND RAIL LAYOUT
\,...L 'b.~
-G. . =~,-.- ~--
..
ENGINE'ER1NG Ofl'lC(R
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,/'/1
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CH IEF ENGIIlif::ERING
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12'-6" TRACK CENTERS
I
Poitll
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for ever y I "ChanQ& in tro(:k c etilefs , ltle Nirlzonlol
distance between
22 "I" ,-
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n?
15
of 1 97(-~
I" e .
f
frog pc-Int$ 10110 cMn~e lO"(opprod
~ L 2 Q!
{2 2 '-9"J
I
SWITCH TIMBER FOR A CROSSOVER
f2"1
1
~~~tttttitr99~~~tf++~jjjjl:UTl111
; _I
1=J
-+ W
~ ~d LJ,1 ti' ~'II 'I
ot--'J I'
I n,94=lL
d::-L
i~4
1
[1'
r--I"
1
[ 11
1111
/r---
2' Polnt --------
13'- 6" TRACK CE NTERS
"' ,
Ii
I
\.1"
"'2 Polnl
I
lRACK
10'-0"
11'- 0"
12'-0"
24
2.
'S
'2
-
13'-0 ..
2'
14
IS
'2
-
! 3'-1;; "
24
24
I Z'·
s"
S '-O"
I
FOR HEA06L(lCk$, ADO
'e
THE
I
LE rcGT HS
TIMB~R
CENTERS
f roQ Anilla::: 5<:> - 43'- 29"
i
t3'-0"
-
'2
FOLLOWING
I
2 1'-0"
I
I
I
32
- i
- I
22~O"
I
05
I
38
1
I
9":( 10" TIMS fCiS .
HandihrQ\ItI/'I Switcl'! - 4 - 13 ' -O".llh 5wilchsloll1 Ie" lhan='lItgli, IS'-O"",I 3''!-5!il nd.
*"Hafld1!H".,..1l Switch ... Ith Eiactrle loel';;fl~ -6- tS'-O"ond de!ate 2~9 '-O" ftorn Tobte
Pr,Wti! Optlfoled SwJtCh-4~ I Z' · O ·'
1
NOTE; Tlrllber loyOut ~htl"'!"1 it. tor etcc !
frack ceflfer'f ;ndiCfJ~l.'td, Other tr4ck cefiiefl
r&quire oojutJrirl(,l toe
tir<lbe r spoein,}
O'J
11m b~,
fe.~uired.
Icl!.odtile {lnci
(j)
T
!':o' 2103 .
TAA~SPORTATiON IOPERATloNs j OG.:...~~9~_ CD~o
MASSACHusms
BAY
i RAI!- ROAD
AUTHORIT V
I
..
1%U"f (If,l£
ISSilE
NO, 10 CROSS OVER
T IE AND RAIL L AYOU T
~-.~~,~:-~4-----
/J
... /.>/
/
0
L / ..;:C '"L(~&:.'~~4-,(}F nCE~
'7
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\SWITCH POINT DETAIL
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4
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01
TURN()UT _IN FORMATION
...............
.
' _. '1',-
~e of Stodt Ra;;::T+-J~ il~
,.
0' I " 80ltS ,(.c.eep! As Showr.
6~4
.,"
No.lOT.O.-
ELEVATION OF SWITCH RAIL
I-
t---potn! of Sw il ch
1-"4'-6",
~ 1!i'~ G"S""'tl'\
6"JOH;;!d~"Ion'''9
4(
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6
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RE!N FORCING
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BAR""""'='"
~e
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~
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Remo~
/co<~,
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~mtT~
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--
Cf . !\fd
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I L H As Shown}
PooIIOfl O!n;.:nf()l"ClI1qDOtIOM C.. loIt,IOPrOlOl3c.l.}-omlt unless
dt"()(Ol>C e ....,!hs.. rtctlMotl!(~I~~
&1>ecif icnlly
Roil
'3!"
L'A"
STRAIGHT STOCK RAIL
~ 7'-9"-- - · -
At:/jl!sIOblt
f" oc., ~ ,R!i "!i lien t
2 · S.. I!Cft S ! o~, Sg~
P i en
Type· PIon 2::":5 2
2350.
NOTES
1- T""~ 010" " for ... n ",it> It R [ A _.~eo""I'NO<Xd tlOf'do'dl for \1 5 a 13 Z HE Rill! .
2.- Sloe,," (0;1$ (lttd h . ,h;: h pOtnt~ and un rail ,uppl "" '1, l" D8 fu ll )"
h~Gt 1Teflled
3- All boih- ,t,,,11 ~. dI ll"'" j",,,,~dKllllty t.:!10l'! 0"oI1\n<)(lO '1>01011 !h'O!:Q(hc o.~ I""f~~
BE NT STOCK RAI L
1---
PhI> 2!OS
Z - No SH Hee! PIO lts,l- R.K a I-L.H
I
.
Se~
PlaIt
4~Sjde Jer .. ell", lor'/&rHc<l1 s ..lItnrQd$.$u,"lon 2107
...." "~_
' .0-_!&'_4' _ _ _~~-
_.~:4t
Shee
Z - NO 3
2102
_..• _--_._._-"_."-
No. I-A
6 - NG I P S flo",ldu
12 -
f;o-6 " 2"- : - + - ,6'·6"
G09.ll~.
I - 39'· O~ Slrol91'1! S I()Ck Rail, L.ti. lin~llrC\lI
1-3""-O~E1enl SIO(I< Roll, R.H. UlldllU:ul
Z-IIHtl\:ol S... !jch Rt:><:lt,t .n!h bQ-illel.Su PIal! 2. 107
2 -tieei Siock 'Wse"'W~ .e1)m¢ele.5OJt Plnn 2350
I - tl o I->t; !llS1Jloled Gage Ptalo ~-
" - No. 1
Z -No Z
Point of Swi ich
r--<---·-~---,-j""-O"SI"dl
R{a; - ]
PiOri
w"I> rli!llfO,e,tli hOf'il .II611 low
2 - tlll 0 Adjusloole Brate $jjdll Plole
RAIL /1"9 TI E I AYOll.L
No 8T.O- Plan lOeZ
Rivel$
I ~Pol, 16'~ 6" Slm~; S .. U,h Poll'll" t~pltte
clips olld roll ~loP5 Qll(1ched.
.2 -
OF'FSETSNo 6 T.O.-~@ 20tH
No. lOT.o.~f';on 210\
~
'-I"
BIL L OF MATERIAL
1cf.1O
20"c 10e (13', e") --~+ 20"'2 -,-21" -----+--20"-+-20"-1
Heel Spn,Q6" 6t~
Switch Anqte'" 1°- 4S'- 32'
RIGHT HAND SWITCH LAYOUT
----;ot-
• ' .JI
'--"I
1_
I
W
!J
~1d4
<1"11)"'" 00 iOQe
11('·,1
1f·~1L--llk~~..lLJ;'1L-J!!:?'
I I,P'i
! 'i'
No .8 Tur nou1 Requif*s 10 p air~ of
Turnout P l o/I)s b",hirlt! Hils He~!
0 ... 4 No 10 TllfnQuf, II pair •.
SUI PI4n 2."340
af Swilch-1
~~--~-
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'
':
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~.
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,
~
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l- / /
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- . __ .=1=:::-.
!-,r..
;::- rS" _.- .-
'*
COQ!td) In orota.c,
4- Wl<~n o.o.: ' i"'O 0 lell Hend S ..!ltl'\ - I""le ""'",f $~OU be oi">!)I>lile 1'101><.1.
5·The firit end hale Is not 10 be drHI&d ~ the t'flO!"lUltlC!Ufer,
! nllla! l f}r 10 field dri ll f I rst nole II'hNI nt<ces.ary.
T
(i)
MASSACHUSETTS
a.y
TRANSPORTAtiON
AUTHORITY
-
6
RAIL END DRILLING
RAILROAD
OPERATIONS
ow.
' 0
2.104
OCl. 28, 1992
I~~\I~ l)4T~
-'-~0"
,~~,;o.
16'-6" STRAI GH T SPLIT SWITCH
115 OR 132 R E. RA.lL - IN SULATED B UNDERCUT
\~D.
)
I:;>~ // /
~
-i.L ___ _
,ItL~.c!;;'/
£WGI NEEIHN G OFF!CER
CIl IFF
ENGINEER ING OFf ldp(
~'
-- - - . - - - .--...
~==7''-=';6'=~~~;= -I-i'·t
-;--'·-' ~~'·o'
-
,... "-1
f, ': ::::!--ro'~- 21 •
21
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~
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II
-
'
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B
",.
' I'"'
--;
.•
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. ,:;( ,
-
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!
Ties Ploced
13'-.'
6: 91"
"
-6
~
~ ,,".', i" f ;1~
S'S.
I
To CentH
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i. .
. ,.:. .{
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10.
' -:
20
,
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I
i
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..'
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-~-
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SECTION AT POINT
OH IIAIt. JoC.C/
,"
~
,_1"_'
L llu.-_- i- '- '-
~"-i
.oJ
EI.EVATIQN
-
Of PO!rfT
BEVELED tNO
WI NG RAIL
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oo
SECTION
..-?1r-':-::
- ~'i"::m
,/ '"
~
'f' I'
,
Note No.5-../"
­
-• -•
~ ----
lPIIU,OS ~()MI .lItfoc:;.- ;-.~ :;,;-1
SECTION 0-0
SECTION B-B
r-:--:- s" ~ It No,:o.
SECTION A-A
·lJ' ll','
T~ "~IHtT '
-
=
~
~"
",,,,
Frog Angle .!)O-43'-29"
HEEL FILLER BLOCK
NOTES
3 - Gr oove l Or oon6 IIWlres shoU uTend from End of Hllitt bloc!!. at leasl
f-H~,
7.
N
cdAold
PLANING AT END
OF WING RAIL
.-
'- ,:> ee ~~~ ! ~ 1
2 - WorillllCMhip alld rnottriob loclt/dll'lQ be ve linq . ha'i be per
currenl A. R, E . A, .. SpeeifieatlOnn ",
)
~
·-f,
••
,-
I .• Thi$ pIon I ~ 101" use wit h A.R.E A. rccommenOOd dord:rd, tor 115
<1M 132 Ib RE Rod, Heo~J 'tI'l iJ Section ,
+ (\.
'!.::£
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.N
"." q;>I.""1
. ",.
, ,.1>. ~ !
• IIQ~ f.:DQ.Uo
. ·1
~~
U
fll R!Il.OC!(
,ItO""
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EC~ ~:-=--=-;::-==j
tI'''l.~'
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f
.'..rd' _ J
. ..!----~ .
- ~
-
_
.
_______1.
'1-1--=-!-"--f ~
~
of
RAIL
END
-~
- -1--
-" I
6
-j
DRILLING
.,
F-F
._
'., .
" .
.L
:
_
SECTION
C-C
to II'Ie ceolt,r th e of $econj bolt hoUl
.. - AI! bolt!. wwd In conslr..cfion of IrOQ , sf'lQl l
/
G-G
ZO- P 27 SAS(Sell AliQllinqShouldetl
4 - f'3! 5AS
Plu n 232 e
<1 - PAZ7 SAS
4 - PR3ISAS
drill ed In 1M field b)'
SECTION H-H
4- FT 20
6 - F T 23
10- F T 21
2. - F T 27 ModtfH!d
2. - FT 29
2. Un l0 6S olhe fw i s!I spec Ifi ed, furnish
SAS Plate:; r a t her than F T P lo 11J8 .
j~otety
the
i ns lalla r .
6 - COSII1'l9 to be e 1plosion hor;3tl1ed . wllh l o e C1nd ht'.t ormt
t o b e f u ll y heal treated Hill !!.
'
SECTION
dI pped
'5 - Whe n frO\} IS to Oft usC!d ,,, bottltd trock ,t l"oe 'irs' botl hrJ lo 10 be
,
"
~
bernre a'fJiyinq (so 11'101 ali Hlfeods ore tn(If'ouQhty coo"'d )ln Qr e03'l,
FT29Modlf~
Z -FTR ?9
2. - FTR 31 Modlflflj
2. - FTR 33Mod1fttd
FROG TIE PLATES REQUIRED
SECTION
J-J
7. - Bo lt, F T P l ot IlS Q ftd S AS P lo t e ~ ( if, po r o nl hu ls ) s hOllWn .
Furnish S AS PIQ lO s unlass al he r win s pec if ied
T
(f)
1
f' i:Jn 2 326
MASSACHUSeTIS
RAILROAD
TRAN SPORTATION
AUTH ORlTV
OPERATIONS
BAY
OWG.
fl O.
2105
Or;t. 28 I 19<)2
I ssur DATE
®
'SW(
NO
---- - .
No.IO RAILBOUND MANGANESE
STEEL FROG
FOR 11 5 LB . OR 132 LB. RE , RAIL
-a!: b. ~__.. JIV4;_2Ui!1
EN GI NEr:RING OfFICER
IE:F tNGI NfE Fl IN{> o rF ic"E-fi
Mar~ Plot~,S .. it':h
,
1--- '
OM flD';
1_
IllL'
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"
I'
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1-- - - -- ",
I ."'0~f
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or.
p""",;,"
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Stop_
KS.
\
\
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,
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I
;
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Note. 6)
IT
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I
f~J;",~
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e
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j
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j
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.
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NOTES
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L
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.
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r
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"
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r
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l
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'-
,
j
J
2 B·
"ote IS on ly If' PIol.
T
I
32
rrfoSted
Sttle.1 Sh l 't!. J
:I i" Fj!;"'i"
Mar~
Roll
'~ -EH'--"
n IS"
Plalol ,5 ... 11<: 1'1 end
(!e,j<l rocH\)n~
h6 r e
I Slit N01~ No.4j
'.5.
5
_,
1-~
'I
'-1'"
I
Presu.d Staal
Shcvlder
,(
f -" r~
-- -
- -t:.l<n 16
rtl
III
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, I!
,,
I
'--oj:
,
,
~
" '2
010
Roun d - O
j:
:
NO.C, NO.1, NO. I- A a NO_2
ADJUSTABLE BRACE SLIDE PLATES
:: 1'T'
6
I" 4" G"
I~
121.. .,
-.t· FGI'PI01112-~t.NOIe.;;'
' •• ':r'
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+ f?'P""' O, • • '"
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, ,
L
.,. to
1-'---- [[ ~ --- ~--- 12" -
!
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<-,-1,;
\U'weldl (Ty p.)
SOl'> Note 5
I
I-P , 24 HP
•....1..
ii ;
I
'~
-0
I
,,,-" •-,
$;Ie No •• Nit 2
'-;.".
-L
1
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...,
Sleel S hou lder -r
.
10 1> 9.
S I. e I A"qte ......
1$ TtI,d
NO.I - G INSULA:rED GAGE PLATE
P"m' 5." I
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32
4-Z
I
,
Prused
Noll No.)
"-
M"t"".,S"'''~d )r--.'' -t-.~; --I "
RcllcM:'~hQ!IOt!,.r"ue.
.... (See t40k No.4)
,1
0;,
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- - i- Su
fIber £rld P"1116 T,,"lt:k
.
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'1'l)I~n "'I/lIIO~~. Fi bu A,nqJa ~Ol' ii Tn'~
$pr!n,. RI!:9\1I~r"
wQ.n,_ ~~,.
d a"u .! din
•.
L
Ilj~2?
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[__, _
Pr essed
+-,!-tt__ Sloel Shoulder,
:r
~
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II
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I
0" ,--.........,
---
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D. 24' Loro'i.
TI" I 0 13'·0
RtQ'n.}
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I \
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liiJ -:l:""
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28~
0
t
N
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"
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NO_3 SHOULDER SLIDE PLATE
fl
Il,'l
,--
22
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I"
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,
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(S!~
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.;
.... 101)
~ ~
'=fi-~1\
7
~'
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(See NOI e. 5 )
J'"
~(R
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"r: _ ·-----'1
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R~.
S,... "",.
_,
0"'---
q"
,,,"
","""lion D,c'" We,d.
on Presseri Steel ShoulClers
E..... ""
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"
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~sq.
16
~
"
I
....-m,tr'... '
TYPICAL ALL WELDS
Z'-2~
I
i
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.If"1-/"""",""0,,
". , "
"~- •••
a i-A
1
T
NO, 1- p. 6r HP SHOUL DER SLIDE PLATE
l - S "" (~ P1oc t!' $ ~ I'l O!; (of' lo' ''' ton.-,,~t\I A.R,I;';.A, Sp~ellicoll&<l' 100' I.cw- Co'!)nn Slee! Tl. prol n ,wilt. eOt;p'T,
2 - Alf q0 4JlI piolO! bol t ~ $l'laU "OVI: A 5A Rt(j\ll!lt 10"0'11 "1100::1$ Ilno:;l 4S,/l. Heov'i tl.lisO" l'Iult . Ali tc lfll fIIoH be eOftlQ-rl·Sllidll
.. it" ,," cd,u m - e CH bOl> 5te t l "~IS 0 ... <1 t(l,.,form 10 ellr' .. "1 A.I'I.£.A ·Spe(Ifleallan, It" HeQI-TfolQ!a(t CCfbcn-Sl eltl Trae~ Ao h~ orn:l
Co. bon $ te<!1 N.. I$ .~
l -AU hil t' pori' 111011 eO f'I orrl' 10 Cuffe"! A A R,; Sionel 5.ctlo:o MI)'tluo l ,Pc.1 ::sa, Sp.e"'collol'o Ho. 13 10' -Hord 1'"10,,'-0" <:'
A" R SIqnol S"Clic" Manuol. PO t ! No. lta C(htllf'Q Raq .. islifis l or F"ob~'c.a'''!1 Fib,,. POt" l\:If T/OCk 111,.. 10110":
4 - Eocr. plate ,1'0011 ~e .... o r ~ed by"uply e\i l ctol3roc u~r~ ... ol It II Ihon or.. holl inch IIIQh, In f~e p" ..!hcn o. indicoted Cli \IIi?,
plan , .ltto Ih. pl ait .$wtltl">o" d t ol l de:;\qrlol\oll'
(',amp!.
I ~ P.16 ·6 ,1 3Z
:;
Weld" " Iall ! be mQ(je 110 i h e y ojo not In terle ft' with t hlt il'l lda llot(o tl 01 fb~!htr" fO!tJ enllf1l , roll b'<Jces
iJI\d foi I,
E; -
Mo'lIf\, contour of IHUlofHI !'Illtl Ihou lo t:t or, (I.e "hlrnl
prenurfl from the re.lliel'l 1 haleners,
Of!
plates 2 O/HI '3
ttl
tf\olnlo ill tlnlform lo¢
c±J
T
MASSACHUSETTS 'I
~:rNSPOR'fArION
AUTHORITY
RAILROAD ':' 210 6
OPERATIONS Oct~992
l
SWITCH PLATES and
ISSV( Mlr
GAGE
=---0-'!$[,Ul.. 1<(1'"
PLATES
FO R I S'- 6" SWITCH, 132 LB RAIL
~lJ-e~
EI<G~EP.iNG OffICER
1
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ELEv''ATION - SWITCH RODS
1_
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ASSEMBLED ROCKER CLIP
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2- All f iber ODf'~ ~lIa!r conform 10 CU,,!!f\! A.A.A. Siono!
Sfte tion MO[luo!, Pori 58, S~6c,llc::o lioIl S 13 -HQlil flblt'.
3- Eocn .IOd tcl\j ,.'od sllqli be morkeo with deeply ell t
cnQfocle r ,., flol les:; t hon 2" "'9" .... (Ih (cd. 5wilc" and rOil di!slQl\Q'lono;
*4-No. 3
Ratt ill R11t rl'o(lu ired t OI' lurflout!: with
$ulld h.:el bl<)d.s
.
AU, HORIT Y .
.-.
but i-; required with flooling
blocks,
-1M ..., I...
_1'"12.(
l..2.!..." +-2 l "-l!'l
2
lIl~~:"IN1--
NOTES
I
liE 9- ~ 0-1' ~~~ (j)
T ~~~NSPORTAT!ON.
(\'0
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CHANNEL- STEEL
iI
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INSULATION PL ATE
FOR SPLICE PLATE
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INSULATED SWITCH RODS-NOS,283 " ~::::,:~::~'" ' ,,'
f-
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END VIEW
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.r i ':'; - .. - ---.;.:..,
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INSULATED
1
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7
-16 II T&t·
RAILROAD
OPERAT!ONS
' W""
,,"0
21 07
.~!..-~~;:~!...,~ CD
,
ISS,)! r,1H!:
leSlJ t
NCr
VERTICA L SWITCH RODS
AND ADJUSTABLE ROCKER CL IPS
e
Foe IS'-S"SWITCH-IISLB.ORI32 L~,
R~ AIJ- ; ' /
f)
~
ENGiNEER1/>1G OfFICER
;;://z
2~L::-",,/ _
CHIEf (NGIf>lEffWm OFTfCE~
NO. 10 TURNOUT WI TH FLOATING HEEL BLOCKS BilL OF MATERIAL
!QUANT I TY
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I
,
,
PAIR 27 ' -0'" $WnCK f'OIN1$ cOIAr-LEn: WiTH REINfOACIN<; BARS.
CL ;;"5 A".D STeps ATTAcrlrO.
rLOATlNG HtEl SLOCKS
60'-O~
,
I AD ....US'fI<SU: BRACE
NO.
IA ADJUSTABL£ BRACE SLID! PlAfES
, '06----1
NO.
1~
2:06
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HP H(EL f'l.A TtS
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SHOUlO[R SL fO£:S PLATES
SWiTCH RAiL StOPS
23'50
AD.)~STA!!U:: ~Cc/(ER
2iO!
CLIPS fOR VER;!I;:A.L SWITCH ROOS
INSULATED VrRT!CAl. SWlTCH RCOS IND.
TURNOUT PLAns FOR uSE
rNO. !0 - 2 R/l to
10 RAILBOut-lO
NC.
H(El Of SW !1 CH
10-5 AIL & NO. 10-6 TO I O~I.?)"'Z
2342
W.~lCANESt
2 lOS
SH:rt fROG. COMfliTE
NC. P?1 sn.F AUGNtNC SHOULDER
lit F'lAl[
NO. PJl S£Lf Al!GtHNG SHCUlOfR TIt PlAit
2328
NO. PRU SELf AUGN I NG $HOIJLDER Tn: p',-An:
2328
NO. f>R 3 1 sru- I<LtG."'liNG StlOtlLn(.R " IE PLATE
2326
I~'-~ ~
._-
!J.ANGANtSE Sl[El ONt PIECE GUARD RAilS
19'-6" eONDED INSULATEO JOIN" PLUG RAIL
.-
-
-,g'-O' ltN(;,HS or fULLY H( .. T fIl:O.T£i) lo'! .. rL
-
1 ( .. ,
VARIQVS LENGTHS or rULL'!' 1'1("T TR(J.H:D HAIL AS fOllOWSl
40'-I(}l~, 2 4 · '6'", 24'-6·, 21'-6t'"
-
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SC~E.W
~
15~
1218
SP t!(CS,
TRACK DR r \IE SCRewS
i
RESILIENT FASTENER
-------
srRI~l(;
CLIf'S -
TYPE
RESILIENT rAS1[NfR SPRIN;; CLIPS - TYPE: MOOlfl[O
".
R[Slll(NT
"
STAl'oDAflO JOlMT BAA A.SSEMBlIES
..
-
·E~
a
FASn::r.:(~
~E..
liE PLATES fOR SCREW S;>IKE5
STAI-oC ..RO TRACK BOLTS WITH
.
III r
;---
!
1340
r8'-0' U: NCTHS Of fULLY HEAT TFIEATEO RAIL
58"~
I
Z:302
-
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i
2352
,
,
-1
2107
1,2: E. 3)
SEHI~IO
R£Sll.i( NTl 'l"- FAS1EN£D AO.JiJsrA8lf, RAi l 8RACE
-
i
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2100
2328
r ',
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SlID~
2106
20
f---~;--
I
2106
--
NO.
I!
i
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NO. 0 40JUSlAlkt 6P.ACE SL loe PLATES
B
i
2.35()
l36C
UNDtRCiH srOCK RAIl.S
INSULAT(O GAGE PLA1[S INO.
'" I I ..
6
i
!
-- --
,
f--'
I!
REFERENCE!
PLAN NO .
DESCR IPTI ON
~,JTS
i; \,;A5H(RS
":5
I
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1332
"TH(SE nEYS SH,ALL SE SuPPli[D FOR R.H" l.H . CR EQUILATERAL n.mNIJUf, ,o\S REO!.lI!l,(
~ "AS....C""S"'"
T ."
TRANSPORTATION
AlITHOR! 1'1'
iNS';ALLER
DWG.
NO.
2f 10
GCT. 2B, 1992
iSS!lt DU(
0
,~"'
NO. 10 FLOAT ING HEEL BLOCK TU RNOUT
BILL OF MATERIAL
<-FOR EOU!lAT£A"l TURNOUlS, CLOSuRE RA ILS H,.t,\i( St.IGH r LY DifFERENT L!:NGms
.... SI;PPU[O 8'1' 11£
RA I LROAD
OPERATIONS
Jd;L<DOFr~
~~q.,~,~Z
,---'- --.- . .- - - - - - - - --'.
, • <:'
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r---.------ -------.----.-------- -----.-------------.----.---'-,~-=-,"-'--.---.----------- --17'-,j.;L"
Ips
r- ~., [r'~l~~l "~~.:=;.:~t=,.
, r ill~
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--- - . ---------.--1.
1 ;~I
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I
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!
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I
19'-6" 8o.-.ded
,Joint
t
Plug Rat l s
'
j
to' - O" eo.
FROG TIE PL ATES
In Concrete TIEl'
TerrItory Provide
I Additional 17 ' - 0" T i e
9 rle 9
I I '-0" eo .
LEGEND
f---
! nd i cotes ro I I S turn I shed b lJ the manufacturer.
4 - P31 SAS
4 - PR27 Sfl..S
~--- ---- 1
Indicates ral Is f".J('nlshed by the
$AS
•
----0-
_~~-
NOTES
(- ::Jtock !"'o !l s ond sw i t ch polnt.s and olt rOl!s furnished to be tul l y
4-For
swi~ch
detail s see Pton 21 14.
5-Goge ptot.e No,
I -
G 06 p er P lon 21 06.
6-Sw l tcn plates Nos_ 0, I. IA ,IP end HP as per Plan 2106,
T-Turnout plotes, No, 2 t.hru NO. 12. os per Plen 2.3 <12 .
a-Vercicol
insuloted s .... itch rod s and adjustable rocker clips,
as per PIon 21 07 .
9-F1oat l ng Heel black os per Pion 2350 .
.c
u
Ton 3 ' - 1"'
"
Inst.ollar'.
nfloCltl~g~
Indicotes
Insu!oted J o i nts- with .}/;6'" opening·
I!"ldicotes Joints 1;.0 be f i e l d .... elded.
LONG TIMBERS REOU I RED
Quan t I t.y
12'
12
9
6
6
6
6
IO-AII rai Is, Incl u dIng switch rolls. t.o be dr. l i ed as shown on
thl~ pion. ewcept. Chat fIrst hole Is nOt 1:.0 be dr I lled by 'the
T
mClf1urOCt.urer, I"steller' to fi e ld dri ll first ha t e when nec e ss )ry.
I I -All tie plates to be resl ilen~ l y fastened excepc guo~d rolls.
L....-..?~ _
!2"- T.... o g"xIO"x!3' Heodblocks neede d w H:.h swi t.ch s tond 3 ' high or
467 w.
less, 16 ' iO(\9 wi th stands o ... e r 3' ,
13-Th('ee 9"xI0· x I5 ' HeOdb t ocks needed for hand thrown SWIt..ch "..1t..h
el ec tri C lock .
14-Two g"xIO"x.12' Heodblocks needed for p o wer operated switch ,
IS-See Pto~ 2110 for 81 I! of Mater lol .
lo-RolI l engt h s are computed t o Ol i o ... 0 t" gop for t€mporor'lly
bolt.lng tr,e rleld JOints and -4" gop for InsulO ted JOints,
Wr-. €'n roi Is ore welded in t.he field, t.hey must be cut t o provIde
gaps recommended by the "Held kit manufocturer.
, ••
Lengt.h
g' 0 "
10' 0" ~
! I' 0" )
12 ' -0"
.;-'I
~1
I
1· - 48'-32
Ang l e
H
,
M'ru
.IM
sho.n iii tobie, see nOljes 12,
e l ect.ric lock
-0 .... "tI e s In
ete t..le t..errl~ory
13" 0"
'
t
J..
I '-1
--~~---AL----~1=l~,~~=p=c~====;::::::.==:::r==-:--L.--r---i:--
$wl ':,ch
ks no t
•,
o
!Ii
heel blocks .
I ndicotes
I ndicat.es Bonded Insulated JOint. Plug ROI J
heat treated .
2-Sw;tCh PO in ts p~r A.R. E ,A. Oet oll 5 100 as shown on Pi on 2 10<1 ,
3-60 sLock rolls~ t.o be undercu t as per Pion 2360.
- - - - - --,, ----
:
20 .. P27 SAS (Self-AI 19,, )ng $houlder l
PR3l
H-I /
II
-~ r.n9ulot.ed
I
I
4 -
LQ
~
I
I
40' - IO-i-" RAil
...J
t,.
I1°
10"
_0
I
Stock Ra I t
ff
,t
- --
.
.l..L
- _
Bo '- o - Under eu,
12 Ties,
1
140t.i9 2
ttfT IT
"ill'Lw
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l
---""
nti'l8
': !L-'0f-H-++4-4~lL
_+ -k- ' -- -IH-+++--Hf
1?"11ltfIS"-°tJo±+yt±+H-±fi~trltf]mm
l,
1
'~_.L"_
1
rOi He(]db locka
See Notes 12, 13 & 14 - - '
of Frog
130t20"
I- S~O:k RQ\";'er':~~.- ~-.l. " R I I t:-=
I L
11
lock ____--.-1
II
----'-~~ .-.--t-"- ~- "Pt,
------------r
Tr-l==i=r.Ct.I=I=lrl=
T
- IT
:~.-~'. s.; tc~ I I i- -j I
tI! 1/
15'-0 " ri B for" HQr·d
Thr"cwn S ... ,tch Wlt.h,
Electr i c:
II
, "
--1rl~Z
MI_
I
--."-.~-
..- .-- ------ ------------------.--.- ------.--.
13 & 14.
~
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N
'D
Gage Ll na
OFFSETS FOR NO. 10 R.H.
fA ' -0 "
15' - 0'"
t6 ' -0'"
17' -0 "
_ _!g~ot
elect r i c
\
-.{~- \f--~ e :
Lwi ,- I .' j
\
D'A_
I
T.
(X)
MASSACHUS£.TTS
BAY
TR'ANsPOfHATION
AUTHORITY
RAILROAD
OPERATION
OWG.
NO.
2112
OCT . 28, L99Z
I~
I ';'
L..L
RA IL END DRILLING
NO. 10 TURNOUT WIT H FLOAT ING HEEL
BLOCKS ~ TIE & RAIL LAYOUT
~ ~-~
t~!\£tjft~
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P"1M
00,
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I 1/)1
-,
I
I
I
t
i
1
1
j
I
I
":
~
a'
..
I'
lt
b
!
'I
1
'I
tc!~
I
Ro 1
i
t:t:J
I:Z:
UII
IIHee!
j
,I
_
'I
I\
I
I
(Floet i ng!
l..{Plon23.50
>
Po(nt- of'
=m=
Switch Rod
20 '"
W ~'(iffj3
1\ ,B 8 S
I
.enlne
j ;-. j
9 B B
NO.! . Sto
8 8 B.
8 aBe
B S
It"'~1\/~"5~~~lld' i-5J5"~ K,rt5);:/ ,o7!;~~ 15~ .!~,,!
"S "';:· !n diG . H.T. Mochlne bolts ;o;!th square nuts,
opened For C. S.S. De-pt .
rocker clips.
RR~ ~
diO, rivets.
I-t\:" Dl0.
A.
S.,..ltch
,
L
I
i
........J
I
3.
I
Ir
Goge
4.
I
5.
6.
7.
8.
9.
~
,
""
:)
I,)"
13"
4-
1
U
~
~
•
:!l
SWITCH OfFSETS
60-~ Gage
j
3
;J;
litl
•
lO'T,,,s
see Plan 2 Ii c..
!ndlcates JOints
t.o be wtJlded
8!
~2 ' -3t,.
Vert . Bendl
I
incl ina
.
___
LEVEL
.,.
r~
:J~q~9q_
, , - dlo
See Note NO.IO·
-~:
l lJ2Lh.J
i'"
Screw Logs to be
uS$d on o!i plotes
within turnQut-
l
QJ(}}W
j'"
for No.8 fwrnovt
p[a~e8
10-2 thru 10-12
se;a. Plcn 2342.
- Gage Plote !-(; as shown on Pion 2106.
Swlt.ch Plotes Ncs. O,,!,lo;!p~HP shown on Pion 2 106
fur-nQwt. Pioces No . 2 t-hru No . 12 as shown on Pion 2342,
Stock Rolls Lo be u n dercut 0$ per Pion 2:560.
~
Switch Rods to be undercut. per A.R.LI<.. DeSIgn 5100 ,
All re:ls to be fully Heat Treated.
-
VertiCC!
\nsul':Jted switch r ods and adjustable rocker cl ips os per Plo" 2107.
inciudlng switch ralls; to be drl I led per Plen 2112 For 132 R.E. rol I,
instoller to F Ie ld dr-I! I
the first )-,ole nat to be dr-I: !ed by manufact.urer.
f,rst hole when necessary.
i 1.
D'
!
WOr'kmonsh I P dnd
wl~h
12.
11
ELEVATION OF SWITCHRAIL
O. - Aii ra,Js,
,
,
0
11
RodluS "' 704.6!·
j
b
3:
Ilk
i
11011
This pion for use wIth A.R.E.A. recommended stondo~d$ tOr 132 R.t ••
mQt~r I 0 I,; she;! be os per current- A.R.E.A. Speclf'i c atIOr1s,
2.
51
16' 6'" Switch AllnemerH.--1
:5"0-
EV
r' ~ o"
lid"
F 1 I
IU
I 'U
. -lJi
11~l
~!"--~" .r~:~
f<,
¢.
t
1;:'
)
1
'!I'
Vert. Bend
I-,
ilHII :rg~ il;::il-i~I'
~.--------
"
NOTES
I
27'G"'Sw\tCMRol1
10'·0'
~
4V
!
for placing Ot special
machine bolts for stops with square huts,
sprir>g wosher's ond +.. cotcar plns.
~ t~
Point of
Ak
... !
--4
R
[5"
1
4.~"
-~
I
v""'Leove theSe hotes
spr ing washers and cott.er pins. Hex nuts at
~S ~
p
-1 f- it=~
I!
j
10' 8i" U:VE:L
Locotions------~·~C!.._~'7;-;.:o~-;;"i'1 p ' !
~. 'CE
I
I '-9"Slot
~:
!
7'-\O-}"
Side P!annlng
27' - 0" SwitC h POint Roll
SWIt:.Ch-------tf:===========~16~~-~6:::::~S;.~I;t:sc;h~A.i:,I1:;:,9g;n;m;B~n~t=::::::::=::::=:::,___ -...l
. 17'"
J
r'------------------'T~I~e',~O~"O~w~t~f~o=r~N='o~."'~OTT~ur~n~.e~
ut
I
L.
"
iiI
'I
---- __
I!
<'"4 I
Block
see pion 2112
..
I.
Il-
L.I L~~. . I I
£
RIGHT HAND SWITCH LAYOUT
,
l1::rrr-q
iI/'AL11'1
~~f¥- ~--.
1 U:B1i~ 'Iiriil\ llBil liBJl '
.
-
i
I
!
z
" , _'0
f,es
l ,prpod o ;;'T_ 48'_32
l4'~7t "Angje='1
Polnt-
I
'''
,':VI
I~:::M
',-U--,,"
fiMI , IUI_ 1rH'1_ILRd
--:!
u
o
Stock Ro . ,
i
r--
I
!
,I
~,. TGn .
I
1
I
I '1'
i i
I
I
j
,1:1
1
o
~
Sw :::.ch Rc , I
27' R.H . $;11
j-J",
..
~
11'1'1~ITWII
,~
I L....27'L . h .
II
£!'1
I
1['"11
I
I.
S.ltch Ang l l'-48"32"
~
J1;~:::::=::n_~ II ::tk::'l'li
II
I
I
!
",
,j I 18,
I~! l I!!L£JI
:
I
'
I
I
l1iiliJ', ~ 1"1
I,
I,
;;:!
~II,,~~ In:[~:~I:n:~lm~l·
I I
I I I
I1~~mnmn~lnl=,i.
I
I·'
'I~,'
_____ ~I ! ,th,1 _lrBil~ irFfJl~!!BJ:= liRl ~ ~I'" _~ :. !!:YJI'" IBJI'" ilRi..-." ~H!'" 1m" 3
•
--=W
e
at. 2 1 "'c.-c:. (29'-9 ..,''-_ __
W.S5ACM1JSETTS
BAY
rRAN$PORT,q ION
AUTHORITY
AI \ boits shell be dipped In 0 non oxidizing grease ImmedioLely befor-B appli"iing
that 01 I threads ore thorough I 'd coated.
NO.
OPERAT lord
2114
OCT. 28,
,
1992
16' , 6" STRAIGHT SPLIT SWITCH
WITH FLOATING HEEL BLOCKS
/ //l'lff::1'
4../a AL..L//
- See PIon 2il0 for S!l! of Materlol.
BO
!)WG.
; RAI LROAD
EimlN££R!NG OF>"CER
CHIEF ENC!NEER1N(;
F1 ER
BI LL OF MATERIAL FOR A
I
,
*
Pair of '26-0
I
*
i
II
Swi tch Points, COmplete whh
>
Hee! Block Assemblies, eompillie
2
3'3 ' -0"
Stock
UfI(lerCul
Roils
a
No I Adjua!obl e. eraGe Slid. Plo1u
No.3 Adjusfable
i
2
No.2 ShouidfH Slide Plotes
2
NO' , .; Sho<ll dtlt S l lda
~
---i Pla le 6,
RO d
PIOhli
i -R H and
IhHI
S wi ttll
--.
Stops
I -LH
6
1 M. i
2157
7" Lock
760
Rnilianl Faatenfor
,._'~~";."' F",.,,,
i St and ar d
Stondord
Tur no ul P l;l tu for use bflhind hu l 01 6w itch
2340
88
Stond lu d
Resiliently
FQ sl. n~ d
1
FTZO H eok Twi n
S
..
---
IS
I
Ra il bOllmi
8r O~1l
Adiu Bt cb! e Roil
Ste e l
MOll QcrHtS6
*"
i
P la te '
232.6
FT 23
"
"
"
"
"
FT27
"
"
"
.
..
"
-,
"
"
"
"
..
"
"
FT 29
..
FT33
2
FT 23 Mod i l i ed Hc.ol: T .... in Ti e Plain
"
F" T Z1
.
.
"
.
..
-
F T 29
.
.
"
"
"
-
FT3 3
2
rTR27 Hook Twill Tie Plll t a s
2
F"rR29
2
FTP. 31
.
2
F TR 33
.
4
FTR 2 7 Modified
Thll"~
2 156
Till
-
-
2 352
FrOIJ, Complele
FT R21}
t FTR31
.
..
..
.
"
..
.
.
-.
"
..
.
..
..
.
.
.
"
.
..
"
.
.
.
.
..
.
.
,
Hook Twin Tie Plate!!
.
.
..
..
item, "!ha li be supp lIe d for
.
.
.
.
R. H. , L.ti. Of Equihltero i Tu rnoul as
f eq"i'~d
!340
Plllg Roil
Tre ated
Ra il
l-_ ____-l
RUille n!
* ~.
12 ! Q
S~rJnQ Clip. - TYP6
"e:"
S,d". CII •• -T,..
M,d;" " "E"
T is
ra&tef'i6r
--- ----
-
Pla tes
C~I
e We ld
Join' Bar Assemblles
Tro ck
a oUa
~-
!2.2:4
Pain Of Madif led Joi nt Bor Anl:mblles (He(ld& Toe of Ga1Je Si de Bon
Romi)ved t o Al 10'11 Switch Movem ent at Joint I1J;Qr Heel of Sl'Iltc h - No.20onI
22
I'll). !S
Heal
_ _______
121 S
2:57
215 6
I
Full ),
6" AREA S pik es
in$ulnted Verlical Swllch Rod l {No .I ,2,384 }
(l5-2 'c I5-14 x2)
JO_;Il_'_A
_"_'_m
___b_'~,
Sp iku
f"
4
-
<!302
Va ri O<J& l&nl,i! h .. ?f Fun~ Heal Trs.ot!!d Roi I 01. fotiows ~ 38"2 9/ 16r.
:)B'-a" 35' - 0," 26 - 13/4', 21 ' ~~': 26':8 1 /2' ·.....?..!'~£.J2'c'-~9!!..Ci/~4~"_ __ __
120
2 158
Vertico i Swifc h Rod,
2 32 6
j:>la tu
In,u!ohd Join!
Lenuth& of
2 157
3 10.
T i*
OiHI Plec," Guard Rol f ,
Typ~ In!>ulo l ed
le4Q
2350
T ~io
Steel
21 57
2 1'51
---
I 39' · 0"
Ao j us\obia Rocku Clips f or
IS
*
S lide Plafu
Shi)u Ider
aoHed , Poly
B
2.
I
N O' S f.!
-
i
t3'-}" Ma ng: on& !le
1 19' - 6" B.O~.~.4
2157
Brac e Slid. Pl aTes
I
NO.I -P
2
2155
I-G, 2-G)
-_._---
2
i
Reference
Pla n No.
Descrip t ion
FTfB3 Modified Hook
21 5 5
------
e -G,
in .. ulilte (! G008 Plale; (N",'$
i2
---
23 50
TURNOUT
Quantity
2. ! 5 5
bcrs, clip. (I!'ld .. !o pa. oBoe hed
fe ! nf(!rc i n~
,
Referencel
Plan No. I
Description
Quan t i ty
NO. 15
''': ;"0 - ' - ,,
-
132:2 or 1320
w>lth Nuh and WaS htHS
1332.
S pi~ l!t)
to be furni s hed by t he in$tal1Gf.
Kit s (2 2) 10 be fu rrd s h od by the IMla ner.
For EQu!lot&rt! 1 T urn out, ciosure roil s hove s li ghll,.
differo nt l'3nqll ts, Se~ Equ il(lteral Drowing (2153).
Notes:
.Turnouts s uppli ed sl'l olt be ei lh e~ 115 or 13 2 L B , RE a5 ,pecified
In tho! o rdM .
2. T!.!rno uh sh all ba resil'eldly tcalGlled IhrouQhtn,il, eXCt'lpt Frail
Tie P!olu, GY!1rd Ro ll. 4 nd IOCaf ion s <;ther e 5 p nng Clips
cann ot be phY II C<l!Y inillatlerl such a l 011 I Urnoul plates nee r h ael.
~.
Fabric ato r t ha ll !HIP!>I,! all mG'&r io l requir ed for ita e complet e:
lhl'.l t ur neu! 6lI:Ci!I pI . wUch lim ber un le 'l'> of her wise
Insia\! afion of
,
Ip ecif,e d in Ihe o r der.
~, FOf Switc h Timb~ ( Seh>:\dute,
T
~
MASSACHUSETTS
BAY
TR A.NSPORTATION
AUTHORITY
,.e Pion
2.152..
RAILROAD
OPERA nONS
21 ~O____ _
1":0'
0"-28. '992
IS-SU E
~A T [
CD
,S-S\i!. 1<0
NO. 15 TURNOUT
Bill OF MATERIAL
ttfuf~£ER!NG
to f2ag
Of'FICEM
/./aCH 'U
t-
2ad/
f NGmEomfG Of'nCER
I
~
r
I
H
~
c
tJ
_ _ __
'<t'
of FrOQ: - - - 1
"_'I
4
20 '
I
f e'a.
20'
I ++~: I
T
20"
I' <
u
Tc~n'ed !~
.
$w;toh
Main Trock
! 36 '-3r
ipi
.
,!
X
Numbe r - - Angle - - - Toe Length - Heel Length - Toto I Leng1h- -
Q.
I
/
TURNOUT DATA FOR BOLTED TRACK
FROG -R.B.M.
26'- 0 "--....1'::
!
F
J ,.'-,rb20'± ZO'
1.~~~N__r
fPon"lt
-__
G
I
~
. IO'~4
I It ' - 2
I:~
•
1
•
Siding
-PT
p.e
I
-!~
4· _023~-.I
:rt!.~.
,.,
I
32
L3'-J.J.L
J
f=L!4.L'
~ L
~
24'32
' I•
L 3'- U"'2
13
16
Spr~Qd
SWITCH RAILS
Length ~- - - - - - - - - - -- - 26 " 0"
Type - - - - - - - - - - - - - Curved
Switch Angle For Undercut Points - - - - OO~4 4'_47"
1
Heel Block AngJe-- - - - - - - - - l o -32'- 57
Point ot Curve (PC') -
61.'1'
~/r:
i
L6{Heel
- - - - - - - - -15
- - - - - - - 3"-49'- 06"
- .. - - - - .- - - - - 10'-4 "
--- - - ~ - - - - 16':"4 II
- - -- - - ~ - -- -26' .. a'\
-
-
-
~ -
LEAD
Q
- - - - - - - - - - - 1853.415'
Degree of Curve- - - - - - - - - - 3°- 05'-30"
OFFSETS BEHIND THE HEEL OF FROG
12'- 2"
12'-4"
X
I
F
I
G
7'-4t- i
,.
6'-oL"
6'-s-l.~
7'_f~
,'- ," I
4'-
3~"
5'_4~'
6 '-'> L "
- IS
6'-1O~"
7'- 32."
3"
7 - S';r
7'-7J.."
3'- 3"
,
13"
4 - 516
5'- 6'?'"
S ' -4 J.."
16
7'- 0...3.
1'- sJi"
7'- e{-"
7'-94-"
3'-5 "
13
4 ' - 7 is
,
5"
5 -6re
7 '- 2 .3.:"
16
,
5"
7-7
8
1' - lo
t"
7 '- fj..!."
,.
7 '-4fuH
7'-
sf'
, -f'
a-o
8 -
7~6fs"
7 ' - II.§.'..'
!'- z.d."
•
I"
8 - 3'2
7"
- oiS
7-8j5
8' - I~'
S'-.o!.1.."
8 ' - 51.:'
, i"
if
!l"
8 - 3"8
8'_6~'
e'- 7f'
8'-5 -f
a' - a~
45'- S-t"
r"
I
3 ' -9"
i
3'-11 "
4'-
5 -lOiS
4'-II~'
IS
,
13"
5-1
G'-Oi
6 '- 10.1."
.
1"
4'-3"
4- 916
fi
6'- sri
•
3 '-7"
5 - 3
I
IS
I.
11
13"
16
~"
16
5' - 5@..
15
,
5"
U
6 ,- 2 Ji"
16
5"
6'- 6
7
,
6 - 4j6
7 - .
6'- 6.2
7'- 4.1.
I.
IS
'
16
,S
,
3"
7'- IO
8'-02-
TRACK CENTERS NOT SHOWN MAY BE DETERMINED 8 ,
IS
a
e
•
a
a
•
INTERPOLATION.
,"
- 1°4
1
Switch - 2 t 55 6f 2165
5'-2~"
I
- -74
1- Tile lines of the diagram Indicate gage lines.
2- For detailS see the following pions;-
H
r~~
I.
2' -
NOTE ~ VALUES FOR
E
D
- - 75'-0"
-
NOTES
4'-
43'- 0*,"
,.
C
B
A
12'-6" 4a'~ot"
12'- 8" 50 ' -sf"
12'-10" 53 '-o-i!"
13'-0" ,s'-s.!."
13'-2,,1 sa-o"!"""
,
13'-4" 60-6~"
•
13'- 6" 63'-0.1»
•
"
4.. Rodius-
Length of Curved Closure Roil- - -
CENTERS
At Switch POint
- --11 1 '-2~
Point of Switch tot"Point of Froq- -
Lenqth of Stro!ght Crosure-Rail- -
TRACK
-
Q
I
7'- 5.1'2
•
,
4
••
,
point of switch and the toe of frog.
2
lit
I-Z
2
4
Frog-RSM- 2156
3- For weldad turnouts see Pion 2152: Of 21£Zfor offsets befween th e
8'-9t-
®
T
MASSACHUSETTS
BAV
I RAILROAD
T~ANsPOfnAnm: IOPERATIONS
AUTHORITY
i
0,';,'
2.151
OCI. 2B, 1992:
11110£ MTt
____
._ 1
';:;-"__ 1
CD
.
,ssvt I<'/,
OFFSETS FOR NO, 15 TURNOUT
115 OR 132 R.E. RAIL-UNDERCUT
\'Y'A
b. ~
EN-G~i-OFf-;ru---
~/a_2-affL
UlG!NE:E~lllG Of7kf.RCil l !;;P