mprr specs/const. of industrial trackageSPr' =ICATICNS
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!"SSaJRI RkCi ZC RULRDAD CWPAYY
nMSTRIrL DEV-PIORENT
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I. TRACK DE.SIO
a. Curvatr=e
b. Turnouts
II. ROADMD
a. Width
b. Slopes
C. Subballast
d. ,Side Ditches
III. TRACK MATEMATTS
a. Rail
b. Fastenings
c. Ties
d. Ballast
N. CL: -RAN r RF ZJIR �' S
a. Horizontal
b. vex -tical — -� —
V. TRACK CCNSTZ}CTIO4 _R IILZ " QTS
a. Track laying & R rfacing
VI. R=MaP.D CCNITRACIORS
VII. =- JTBITS
a. Typical Roadbed Section
b. Clearance Diagram
c. Ta rout Standards
d. Pipeline Soeci`ications
e. industrial Track Ac=-e�--.e-*:t (Sa=le Copy)
I. TRACK DESIGN
a. Curvature
Horizontal - Curvature not in excess of 100401. In instances
where curvature in excess of 10040' is necessary, each situation
is checked carefully to explore the possibility of reducing
the curvature to the minimum possible. A tangent distance of
at least a car length (50' min.) between reverse curves is required.
Vertical - The maximum reasonable length of vertical curve is
recommended. Each extreme condition is carefuly checked to
insure development of the best possible situation.
b. Turnouts
No. 10 turnout required out of main track.
No. 8-1/2 turnout recommended for inside or industry track
other than out of main track.
No. 7 turnout considered where site conditions warrant. In
instances where this smaller turnout is unavoidable, each
situation is carefully investigated and industry advised
that the track cannot be used for delivery of large or jumbo
type cars.
II. ROADBED
a. Width
22 ft, average
24 ft. for unit train operation
b. Slopes
Fills - 2:1 unless conditions warrant flatter slopes.
Cuts - Not less than'l-1/2:1 in common with 2:1 slopes
recommended; 1/4:1 in sound rock.
c. Subballast
Cap entire width of roadbed with a minimum of 9" compacted
depth of crushed limestone screenings or equivalent sub -base
material. (3/4" minus limestone Keith no more than 7% passing
through 200 sieve.) In locations of highly plastic soil,
normally the top 6" underlying the sub -ballast is lime
stabilized on the basis of field tests by qualified soil
laboratory.
d. Side Ditches
Flow line at least 2 ft. belO'v: fi iis.`led subVrade. Flora
line width at least two feet, or more, as conditions
warrant.
III. TR%Cx M 7-UUA
a. Rail
Under light to average traffic conditions, Good 90:.E
relay rail recmrr--nded. in3er hewn traffic conditio,^.s,
good 112", Class "C", ccntrol cooled relay rail, c
heavier.
b. Fastenings
Angle,Bars, secondhand, to ratwh rail.
Tie Plates, secondhand, to be largest size available
Z
or the rail weight with provi=_ion -for double shouldered
plates in all curves above six degrees. Track to be
fully plated.
Track Softs, new, to appropriate size for the bolt
holes in the rail section with length s;fficient for a
full nut and heavv duty nutlock (nevi).
Track Spikes, new 5/8" x 6" installed pe-- FRA standards.
Rail Anchors, new to be installed at an ez.:ivale.r rate
Of 24 per 39 --foot rail panel.
c. Ties
New, creosoted hardvriod No. 2s or 3s, 6" x 8" x 8'6" or
7" x 8" x 8'6", recammnded for all tra-ffic conditions
spaced 19-1/2" center to mater of tie. Lareer ties
reocman5ed for heavy traffic.
New creosoted s:'ltch ties tO acC u. to NO. t -- –boat Used.
�4
d. Ballast
Under light tra-ffic, crushed rock scree_nincs or equivalent
m3terlal. Under heaVJ traffic, crushed rock ballast, n in
line cualit;!, : �Ez class 5 gradation %-*techallcr4a:n e w�ea-
based on the los knaeles Ahr-asion Test, li:Lted to 30%.
de=^ h 12" betweertco C -f F:}b-- —ea7d too Cf tie.
Tie full ballast section e>:t ads 9" beycnd ends 0-f tie
and thence to suix ade On not less th n 3:1 slope.
IV. CLEARANCE REQUIREMENTS
a. Horizontal
Various Structures - 8.5 ft. minimum centerline track to
nearest obstruction on tangent track.
On curved track add 1 inch per degree
of curvature.
Freight Platform - 51911, 610" or 810" (Kansas -6'2" or 81011)
Max. 4' above T/R from centerline of track to edge of
(one side of track platform on tangent track. 8'6" minimum
only) clearance must be provided on opposite
side of track. On curved track, add 1
inch per degree of curvature.
b. Vertical
All Structures - 23 ft. minimum above top of rail.
Overhead Wires - 27 ft. minimum above top of rail.
Note: Power lines must comply with
NESC Code Requirements.
Underground Pipelines - 5'6" minimum below base of rail of
main track to top of pipelines and/or
casing.
06" minimum below base of rail of
industry track to top of pipelines
and or casing.
V. TRACK CONSTRUCTION SPECIFICATIONS
a. Track Laying and Surfacing
1. Track laying and surfacing shall be performed by foreman
and laborers experienced in railroad track construction.
2. No track shall be laid and no track materials shall be
placed on the roadbed until the finished subgrade has
been inspected by Missouri Pacific's Engineer.
3. For all traffic conditions, 24 cross ties shall be
installed in each 39 -ft, panel of track and shall be
uniformly spaced 19-1/2" center to center of tie. They
shall be laid at right angles to the rail. Only New
Ties Recommended.
4. Ties will be pre -bored. Pre -bored holes must be used
for spikes.
5. When handling or spacing ties, care shall be taken not
to damage them with picks or hammers. Pulling ties into
position with picks or shovels will not be permitted.
Tie tongs shall be used for this purpose.
e
6. The pulling of spikes, once drive:, shall be avoided
insofar as possible. bnen spies are a lied, the
holes shall b= plugged with crecsoted
tie plugs of the proper size to co.:�1epeI_v, ana tight11-
fill the hole.
7. Tne bottcr. of the rel, t'7e tie plate and the wepring
surface of the tie shall be cleaned before the rail
is laid.
8. Tie plates shall be applied in a war vranlike manner at
the tine t -p_ rail is laid to avoid u _necessa-*v soikinc.
They n st be so placed that the sh7alde-r is aaaLl^st tee
outside base of the rail for the e Lire length- of the
shoulder.
9. Rails shall be. unloaded, stored or distributed along t�_
roadbed in such rre-nner a_nd by use of such e supra: t as
will prevent in jury to then. The method and ecaint
used by the Cont- actor will be subject to the a`proval
Of Missouri Pacific's '—Engineer.
10. Rails shall be so laid that the joints on one side w-:1'_
not van, mre than 18 inches in either direction from
the center of the opoos to rail.
11. Rails of rrisceilaneel_S lenctin=, less than 39 feet shal_I
be used at suitable intervals for the prOx`
stagger of joints on caves. ?iscellaneous short lencths
it excess of the narbar re aired for the sore na*red
gsrposes shall be laid togethe-r in `�ancent sack using
due care to maintain proa=r staggered joints.
12. Rails less than 18 ft. lona shall not be used except.
for te:raorary closures.
13. Rails shall be laid one at a time, and to insane cos
adjustm-nt, the rail ends *crust be broucap sc, zrely
together against expansion shims of the thic',rnessrhere.
inafter spec_ -_.e^ and -:hall be belted befcre spiking.
14. tension sri7s of soft w or f -,.,--e = all h,:- _; rn,
by the Contractor of T i6messes as prescribe for varioas
terroeratures in the t_abalaticn below:
Thickness of s_ :Lm rec. =ed
Range of Te-_ratures30'-=4' rails 35'-39' rails
6 -
25 Decrees _
3/16 inch
1/4 inch
26 -
45
1/8 11
3/16
46 -
65 111/8
"
1/8
66 -
85
1/16
,./i6
over
85
N=e
None
15. Rails shall be cut s:uzm--re and clea-+ by Mal- or rail
sans. Holes for cmnlete bolting of cat rails s: all
be drilled by an approved type of rail drill. Under
no circtr;rstanca shall new ;tiles be dri lied between.
two holes Al eadv drilled. CUttinc rails or drilling
holes in cut rails by r-c-,ans of acetylene or electric
toren will not be pe-^ztted.
16. A total of 12 rail anchors shall be applied in an approved
canner to each 39 -Foot rail and proportionate nsnbe--- to
the shorter rails.
17. The a=mp--iate number of bolts shall be applied acoording
to the rail joint used. 7'ne nuts of all bolts sj-all
alternate miformIly inside and outside of each joint.
All tack bolt=_ shall be installed women the rail is
laid and nuts turned up snug, after crilch all bolts
shall be tightened three tiros; first after track has
been brought to aboroairrately true alignnent; second,
after it has leen given the first raise of rock ball -last;
and finally, Lmm--iately before the co:=leticn and
acceptance of the work. Each bolt shall be ecui-pen
with a spring, Dasher of size required to fit ire dia�te_r
of the bolts used. For the final tightening a w—iencn
not under 36 inches and not over 42 inches in, length
shall be used by men of average strength Or bO1t
tighteners adjusted to bolts tightened by hand, as
described above.
18. Lhe right hand rail going in the direction cf the track
stationing or the outside rail on carves small first be
spiked in position in its proaer relation to the lined
errd of ties. i e ooaosite rail shall then be spiked
to true gage -by using -a tested and arc^roved tack cage
and caging track at every third tie, according to the
folla„-inc.
Degree of Carve Gage
61 any under
4
8°-01' to 100 e' - 8-3/4"
100-01' to 120 4' - 8-7/8"
120-01' to 140 c' - 9"
19. 7A- spikes, one on the cage side, and one on the field
s_de of the base cf rail, shall be used to fasten each
rail to the tie on tangents and OUIVe-- except vdt.in the
lin"its Of Curves Of 6° Cr 'STcre vme_re ti+D sp i':es vill 5e
used on the gace side and one sO_ .iKe will b` Used on the
field side.
20. Spikes shall be stagg`-ed so that the outside spi::es
shall be on the saw side of the tie and the amside
spikes on the opppsite side, except where e>tra s? "es
are used in curves of 60 or core. C�tside spike=_ szor;ic
be placed o n side of tie to•.,a-d 0100 ~cinee ng C.airace
Station. y
21. Rail shall not be struck with raul or hea-,,c• tool unen
spiking, gaging cr lining.
22. Spikes shall be s`,.axted vertically and square. They
shall be driver, straight with full bearir against the
base of the rail. Straightening with maul of spikes
started crooked will not be p=-mtted. Spikes started
crooked shall be pulled, the holes plugged, and spikes
redriven. Spikes shall be driven so as to `law 1/8" to
3/16" space betwee^.'the v_nderside of the head of the
spikes and the top of the base of the rail. Imzediately
after c=pletion cf track s rfaci.;g, spikes shall 1p "
settled in place with the underside of the head of the
spike contacting the top of base with a rinirum of D-ess�re.
23. Crushed rock ballast or crushed rock screenings or
approved equivalent raterials shall be used to surface
track.
24. In raising the track, not less than: G jaC S s'l be
used s1'iLl.ltaneo`—,sly; per _r-fO'Jt rail o_` 8 jacks Der
39 -foot panel with Jacks space.- .i t2-jr
the panel. No jackshall be placed nea er tha^. 12
inches from the end of any joint bar. .11 jacks shall
be set plumb and both rails shall be raised at the sane:
tiTTe and as nearly uni`o_rnly as posy;^le. The use of
powered ;sack Jacks for making sack raises will be
acceptable to the Carrier.1Jot Jess than 3 lifts will
be made to raise track to grade.
25. Ties shall be tamped from 15 inches= inside either rail
to the ends of the ties by use of apprmved mechanical
taming equigrent.
26. Wbm the track has bean raised to with r. 2 inches of
final grade and prepe_-1v cYz:r.,acter, the final iift sha11
be made by jacking the track up to the exact elevation
provided for by the grade of stake-. 'ane ballast shall
then be applied under the ties for their ent_e lenh:
The space extended from 15 inches in=_ice either rail to
the ends of the ties s':all be thora,2c_.l: taxa. L" -less
otherwise authorize -d, tris ficial 1-_t S:,all
Y:it', tp-7=1i 1c ra S, ta=I ,inn pic.vs Or by approved .,?'*,.:`., )g_
rachines. Care shall b_ exercised tO =i'_I the space
Linder the center c= each tie with Willa= -t. :n mscinc
the finishing lift, the spot board a^- level baa,. -},all
be used with care and the track breu_�.t to a t. -Lie
s,Irfaoe and reo ired elevation.
27. After track has bee*,rout tc t-ue su=ace, elevation
aad trade, it spallgiveL a aminal li. a and 'acea
Ln true aligmnt coa or nine to the established t~acr..
28. T Tnollts 5. >l i Je COnst_,Icte d accord_ng to the Dlcls.
I
CON'?'RACTlORS `J? "��'� USTR.T_A:. 'T•��{S
�1 Com— 11 Cc= tructim Caro—a
1812 r e:�e J
Texas 77547
(713) 0674-8477
George -adce Contractors
P. O. Box 3098
Pasade_-a, Texas 77501
(713) 946-0183
A. -. Gaebler -nginee-ring & Const_ruc`don Co
C.,i--.-: Sta*tion Railding
501 Cra ecru S . eet
ric_stc-, Texas 77002
(713) 227-9829
^�. G. C. Wilhr'..s, Jr., Presiaent
aint-- ance & Construction, Inc.
Box L33
Tr."in,, Texas 75060
(214) 254-41/7
Mr. De'-xrt Mack
Fez--" -,a„• Serrices, In--.
910 Collier S=eet - Suite 205
Fc- ` i -rth, Texas 76102
(817) 332-6106
E. S. Size -pre & Son
P. O. 5= 48856
Teas 78408
(512) 241-4244
4;.-;. A. Sri Cc.srrac`ion Co.
6060
Soal=_co:-:, Tl-xas 77020
(713) 672-0568
Trac -won, „ nn-.
P. O. Box 54043
Souston, Texas 77018
(713) 681-0586
Paul T.. ?r0assa_•'d end rssoci-= —
Saite 401 - Z._cr. S`„tion S.:_ildi_jc
501 C_aw ord Street r
ha�lszozn, Texas 77002
(713) 227-9735
nL . D.=-1
Railco
5210 No ,h ?ain
avt7.+_., 77521
(713) 428-1531
Mr. C. C. ratc*irson
Neosho Construction Co., ?nc.
Box 156
Council Grov?:a_n
e, sa=- 66846
(316) 767-5184
Vessels, inc.
Ala:-, W. `owl2-.a_-ie_v
?. 0. B --x 15921
Tulsa, 0.• i rTc 7:112
(915) 663-2699
J
S-sth-Miller Co- -s act; -1 on Caraany
Atten'rionn t. Dick C:--t'o.rter
P. 0. Box 448
Pleasant-^., K ^.sas 66075
(913) 352-6138
Iongwili-Scott, Inc.
Box 115
Mitchell, Illinois 62040
(618) 797-6953
GrOSshars - Petersen, Inc.
R. F. 53, Box 350
N.=~ysville, K� isas 66508
Aatl as lack Constric-;.ion Came,
9825 Ciavois -Ttad
P. 0. Box 4396
St. Louis, N sscrL=i 63123
(314) 636-0960
Herzog, Contracting Ca7=y
tiandV Pocganille-r, v.P. & G.M.
1900 Ga --field Avenue
St. Joseph,__Nisscr=- ,i__ 64503
(816) 233-9001
Neosho Const -ruction Co., Inc.
P. 0. Box 8
Council Grove, zrsas 66846
(316)' 767-5184
Kelly R--iLroad Ccntrac-�ors, L -1c.
6420 Prescott Avenue
St. lcuis, ":isscr=i 63147
(314) 261-6716
:'' . Dar? P--ca-n
R=ico I`'l L Cons=Licticn, Ln--.
5210 Nbrth mai^,
Ea%ta�m,sxas 77521
(71.33) 428-1531
TRA=lt M=I n P TTS CaSi--, J.`TIOJ SfiPT i CY7 Z`7
TO �aSSO'JRI PAC=IC'S CCTRR�II'
SMM _RDS MID P_�^? =S FOP =JS'_�:P_T, S JR
7W—KS AND SUR=E;.'^ TO i?_ R7T_vL By n::SSg�md
PACIFIC'S Gum` E2\,-- •= OR T ETUR ATUMO —1, =E
FEPR.S'EYT_ATIVE.
vil. DZEMITS
11� oI tY
.1
r�
TY P'aal Rsa[6.f Sa cT:an
a Whan va..�wAf. 1.,. .1a►:1iaaT:.w
2L1� G: RTiIIa
IAT NO INSTAL S✓M.L AITY OBSTM=ION
OF ANY KIM BE CO'STR1XMD =iM
THIS 17' x 23' AREA, EXCEPT AS N=
BEI. 1.
II I
81-61
i
I
J
MINMEN. CSSARA-M DIAGRAM FOR TANGENT TRACK
(Curved Track - Increase Horiz. Distance 1" Per Degree
Each Side of Centerline)
Note: F -eight Platforms with maximrn height of 4 ft. above top of rail
ray be constructed 519", 610" or 810" from centerline of tangent
track to edge of platform. (Nothing in between.) On curved
track increase'horizontal distance 1" per degree. Platform can
be constructed on one side of track only.
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SA I i. COPY �A T T3bD2 2/b!
INDUSTRIAL TRACK AGREEMENT
THIS AGR£EMEl:T, executed in duplicate 19 copartner,
The undersigned Shipper ( ) to be addressed at
(indhidcal, eoDanerr or corp. & zcau a�bere incoryosated)
shall be served by
certain ick, feet long, more or less,
and appurtenances, herein called Switch. Switch is located at or near
(Place)
(county or v. -sib)
approximately where shown by line, on the undersigned Carrier's
(araye)
attached print, map number dated at
(Place) ' (MU) ' (month) ' (pax) '
19 "Switch" also means, except as respects cost; ownership and maintenance, any addition to or extension of
Switch. "Connection" means
2. Carrier may use Switch when not unnecessa•-i;y detrimental to Shipper. Carrier shall maintain Connection at
Ca, -tier's cost. Remainder of Switch on right of way shall be maintained by Carrier at Shipper's cos.. Shipper, at
Shipper's cost; shall maintain that section of Switch off right of way. Shipper. at Shipper's cost; shat provide anything
requited by law for protection or benefit of owners of land adjacent to Switch. Shipper, at Shipper's cost, shall adjust
Switch to any additional tracks'installed by or for Shipper or by reason of changes desired by Shipper for the benefit or
convenience of Shipper. If any adjustment of Switch is made necessary by public improvement work required by
governmental authority Shipper shall bear the cost of adjusting that section of Switch the maintenance of which is
assed by Shipper. Carrier on Shipper's written request may, as agent of Shipper. furnish or do am-thirg recut
umed of
Shipper :hereunder; and Shipper on request shall deposit with Carrier in advance estimated cost thereof. If any deposit
under this agreement be less than Carrier's cost, Shipper shall pay difference; if more. Carrier shall repay difference.
Shipper shall pay Carrier's cus`wman, charges for labor. materials; equipment and supplies, and for handling, accounting
and supervision.
3. Shipper shall not erect or maintain, or allow to be erected or maintained, any building, structure or fixture, or
place or store, or allow to be placed or stored, material, equipment or obstruction of any kind, over or adjacent to
Switch at distances less than those prescribed by competent public authority; and in no event shall any such building,
structure, _`ietu e, material, equipment or obstruction be erected, maintained, placed or stored at a height less than
twenty-three feet above nearer rail, or at a distance less than eight and
one -hof feet from the center line, of Switch: provided: (i) the overhead minimum clearance of wires shall be in
accordance with specifications of the current National Electrical Safety Code, and in no. event less than twenty -sever.
`feet atove nearer :ail of Switch, (ii) the horizontal rninimum clearance with respect to curved tracks shall be in:reased
one inch for each degree of curvature, and (iii) loading platform of car floor height may be constructed with a horizontal
mearanCe -which is not prohibited under clearance Iegulanons established by competent pllbilC authority and w rich Shall
.ave the approval of Carrier's Chief Engineer. Shipper a_ssurnes full responsibility for, and s^all defend, indemnify and
.eve :.2.. le5c the Carrier from and against, any and all hability. sults. claims. damages, Costs (l.^,cl•1d'nc attorneys' fees).
tosses. GSL:ayF and expenses In any manner caused by, ansSng olli of or ConnecteC P,athe ° i',:re o. Tef :: Sa'. of Shipper
cc=.—!%- v,a.':, obsen'e oI perform any of the prorisions of this Paragraph S.anY Possiblenegligence
vrhether Foie. concurrent or othen'ir, sel on the paof Carrier, its agents or employes, `
Farr 1
FORV, ;3002 216E
A. ;:aL c:iGe: S:.00d that movement of railroad locomotives involves some nsk of fire and. uInless solely caused by
ine' nEZI"Ance cf Carrier, which Shipper shathave the burden den of p oviag,Shipper assumes all responsibility for and
agrees to 'S.dE.^__-�°Z' Carle: 2.gnlrlst IOSs 07 darnage t0 pro pe. Of Shipper or to property Upon SP.ippe:'S premises arising
f;o^ L -e caused by locomotives operated by Ca. -Tier on Switch, or in its vicinity, for purpose Of se %-Lng Shipper or
Shipper's L-nan;, i zr}', except to s ,
p premises o. Cattier and to rolling stock belonging to Carrier or to others and to
shii.me.^.:s in course Of transportation. Shipper also agrees to Lndernriify and hold harmless Carrier for loss. damage or
inju_: frc= a.^.y act or Omission of Shipper, Shipper's employes or agents, to the person or property of the pa.-:ies hereto
and :he employes and to the person or property of any other person or corporation. x•hile on or about Snitch; and.
except as otherwise provided in his agreement, if any claim or liability shall arise from join,-, or concur_ ng negligence of
both pales hereto, it shad be borne by them equally.
5. Term hereof shall be concluded (a) by either party sewing on the other part), 30 days' written notice of such
being ; e intention, (b) by Siupper failing for 20 days to cure any default after written noticethereof. or (c) at Carriers
election without notice by Shipper's non -user of Snitch for six consecutive months. Any notice of Carrier shall be
deemed sen -ed when deposited, postage prepaid, in U. S. mail addressed to Shipper 2< aforesaid. Any of Switch on
Carrier's premises Shall
belong tO Carrier, who may remove same upon conclusion of this agreement. "Carrier's premises" includes any public
highway within Car lens right of nay produced. Covenants herein shall inure to or bind each penis's heirs, legal
representatives, s.:ccessors and assigns; provided: no right of Shipper shall be transferred or Pssigned, either voluntarily
or iryol �_ntarily, except by agreement acceptable to Carrier. Carrier or Shipper may waive any default of the other
without affect rg, or impairing any right arising from, any subsequent default. Knowledge of or notice to Carrier of any
default by Shipper hereunder and Carriers continued operation over Switch thereafter shall not be a waiver by Carrier
Of any such defaul: or of any covenant.
WITNESSES
........................................................................
........................................................................
.`,...
ATTEST:
.......................................................................
(Affix sus. secretary
Page
By..................................................................
As Curie:, fist Parr Lexis
As SLippet. seeont Darty herein.