|
PHEASANT RUN FLAT CAR
<br />PORTABLE BRIDGE SPECIFICATIONS;
<br />LOCATION ; HAUL ROAD ON SITE OVER THE ROCKY FORD HIGH LINE CANAL
<br />STRUCTURE TYPE ; RAILROAD FLAT CAR
<br />SPAN LENGTH : MAXIMUM SPAN 40 FEET PLUS OR MINUS
<br />~T SKEW: HAUL ROAD AND BRIDGE ARE PERPENDICULAR TO THE ABUTMENTS STRUCTURE WIDTH; 14 FT, OUT TO OUT OF TIMBER DECK, FLATCAR IS APPROXIMATELY B FT, WIDE
<br />BEAM TYPES ; TYPICAL FLAT CAR CONSISTS OF LARGE MAIN GIRDERS ALONG THE C€NTERUNE OF of
<br />THE CAR WITH LIGHTER WEIGHT EXTERIOR BEAMS ALONG THE EDGES, THE SIZES AND AND
<br />RELATIVE STIFFNESS RATIOS BETWEEN THE INTFRIIOR AND EXTERIOR BEAMS VARY tY
<br />PER EACH FLAT CAR LENGTH, THE DECK WILL BE DESIGNED FOR THE SUPERIMPOSED LOADS THAT ARE REQUIRED FOR THE MINING OPERATION APPROXIMATELY 21 TONS POSED INS
<br />f t + PER LOADED TRUCK, A SAFETY FACTOR OF 2.5 WILL BE USE FOR DESIGN LOADS,
<br />DECK: 11MBER DECK CONSISIfiING OF 4" X 12" PLANKS AT 15" ON CENTER. LONGITUDINAL RUNNERS JAL RUNNERS
<br />UNDER EACH WHEEL. LINE (TRACK) CONSISTING OF (3) 4' X 12' PLANKS. A STEEL PIPE RAILING biL rat ~~e.?xr i.. ~ 1 Y.~r"1 ? v , o PIPE RAILING
<br />SHALL BE INSTALLED, EXAMPLE OF RAIL ROAD FLAT CAR (RRFC) BRIDGE ABUTMENTS ; CONSISTING OF CONCRETE BLOCKS APPROXIMATELY 24" X 24" X 72" STACKED AND ANd
<br />SST INTO PLACE BY TAMPING AND COMPACTING ROAD BASE GRAVEL, IN AND AROUND THEM DUND THEM
<br />TO FORM A STEADY BEARING FOR THE ENDS OF THE RAIL ROAD FLAT CAR, THE ABUTMENTS SHAL ABUTMENTS SHALL
<br />BE SET BACK FROM THE CANAL BANK APPROXIMATELY 5 FEET OR MORE TO MAKE SURE THAT THE EARTH BELOW WILL NOT SHEAR OFF INTO THE CANAL, (F SURF THAT
<br />CENTER LINE I
<br />75 OF DITCH 751
<br />NO MINING BUFFER ZONE NO MINING BUFFER ZONE
<br />I ' RAIL ROAD FIAT BED CAR
<br />- 77--,,, COMPACTED ROAD BASE----.,,, STEEL PIPE RAILING
<br />BOTH ENDS 1 I WITH WHEELS REMOVED EXCAVATE. & BACKSLOPF 70 TON CAPACITY (140 000 LBS)
<br />3H:1 V , 40 FT. MAX SPAN ! STACKED CONCRI TE BLOCKS
<br />HAUL ROAD 1[ 111- T]l TO FORM THE ABUTMENTS
<br />14' N -'rrr"rr9"Aw- - NAuiRio TYPICAL BOTH ENDS z
<br />4i. liar
<br />\.tt 3'x'.1. riT' t 71 4 ; ~{s{~ r Sri ~l ~1ki'rj1 t
<br />tr Ntl~,/fl~r y ~f' Is E EXCAVATE & BACKSL z_~ }y ~ S:zY .{a S~ r CS,•,lr''ti fl\i, l A. trG t`i. ~tl +7't-Y ri:~fs j'" i li, ~1'7~' r, tti j,r tr, it T€ & BACKSLQPE
<br />1t -fit .t.fttir :G ' rtV' ~•(rtkkh,7 jr !i`t) .tYt!),~1, 1 7'h.; tit' f';(,;Gii {'fir 711, uhr ~7 i Lrryr rht.. !1•I;r ry~P,l .+'1 3H:1V 1 C` S > S , 1 1 Tax _ ~f,•~tr 3M:1 V
<br />-i't'T~', 1? 7 ??~3 ,~~1)~St c~'~,~rr{:~~~3 jjC~~~ t.,~jt.t- t`1J ~ ~h4,' J~ ,,;t~~t~1".~''t"~1~ ty~.'•i~ : ~~~r ~.•t r(1~,~ ,tia,{ •z,~,.~} 'k1 r < -1 k ,r It rf r r 1-. ~ ~
<br />ti'. d~C''L~SI r>~? ~4''tl• ti~~:~It"~;+~''i~tl~~ t' i~f •~rt ~ '7+~',t~'k' 1 ~i~tk?~ ,r>~ t"r~ y,~ ~ 4!' ~ ~'r ~ ~,r`i1 - , ' ` ' i'~ ~ ~ ~ 11 tr 4t ~S( ; rya ~ 11~S ~ ° -r n. . ~i,y '_'~r y~ ! . 1?~ ' ,fs ` 1~y ~r . • .1; s_`r t.C c ih, {},~.,s 5t r+ it.( L d '
<br />ttifc ?.h N,['- A 5al., rt-.x.A,`'',Ify c ~~.°-'~1"35',l~r T]Sl, p, 1'Y!f/G ,~t`~L, ~t,,t', r.•5,k .y~)' It ' ` 1`17 r IT.! C i ~ f f;t•J.. I J1r >;''l~ i tyl f''tir• -1.
<br />UNDISTRUBED DURING MINING 1t { ) . ~l/ 4.,'-+)C ]Y(: \ ?Fl J ~y ~61 11 1A1 "L 1 111.: `ly 11Y 1y~Y i 17i.P~1f ~a„+fr,, trfti `4y"y7j .1 .tj'1!'•tiJ! fil.a~ Ar t r l,t
<br />I"ti~7 r+t+GSti• t~i~~(i.~C`r ~:Gst.~Y`,~C.t1S1 Vy_+[~ltr. .,r i.{'79i t,~lffyY!\+L~''1~,h.4tILZ'~1~f7'tr~.~.`~1{ ~s/ ~11jy, - I.• v S. f r' -)i C ~ :kt . .?!4- ! 5'L k..tt" , ~ ` r(i•`~~3~,~ 7 - S.' 'fS l'~tr[ lX' a,1 , ~ 'V'9r1; k- . i;-~ t:~~'`~' +(T~', - .rt: Tt.. "'1A , lr,~..t?Y~,._ ..l '•3{z,w 1,,,,n:, 7,,{~ il, .l,: r1;7 1 • - V"' h{ >r+;,~.', t ,iS,t , Jr. ys'i~ •.,1,,:'`(. ,.t;)rC, y.LJ. r moo,[:' )SXY . 7r: y;i -~.:.,t
<br />I', tt ta,1t' 'z~r ail.. _ ~C. ..s Jc: t.!.^1. ~=!N 7v8./i.' ~rS(,k~ a_SLr NI1,,.7.v, .r 1C, .A,~•..•a:J ..~~'k'•,4.1.; tC-.5 t1;~... .c!-~.,•7?r. t:Sr {Y- ..L- r,=' (•Jtg.,'rll'~'.r.~_' r'il'' 1.: .r ,-fj7~,...i7.ii _ ~C•, ?.:,t-r. )i A. 9 y' )s..' ,''rY .,1, . r?_' + ><)r 1, l.l~t' sr tI li } 1.1vf?1I.4 " ~1`LJ +(il tjil { I?LiS ,Y' L, f ft!., •[F1+ tz~~ C af`l!.' tC~S \l, j, I Ll 1! C t!4h! 1' ~.ti 1e ''rr~+.l t{~1~ i `^ft; ' ,Y~X (r .Lht r .f~ l~' (51 41 S +•.t,1•',i `..!la, x.'\>f"'r..~?f!ci: .t,rt .1."K.~~;kl~+,!J("-C1!.,•-..r[`~.r`, v~f 1`{./(.ct', t.)~o., ;r,aj. J': ;SA71,." .,.U.tn:x"l,,ly i.°!,Cj 'li i~', JV!(4!'4~' ~:d4i,•,i~;,~v(ktvri,~ 4S~•,~j~}.1X~1,•:)x..:
<br />Fe( '1T1. 11. '~!1~'t~ .J.l .liw•,i.'. ,..1. ~ ?"r".'>?ln. iXrF.' rJ.: { .,1.L rJ,.t~,. .1~,.tJ1^l ~~rll'r~.. 1h,..-,.;,F- +«>,-•,lrY~ 1',y~. i1.~, ,7?r1 Yi1,-'V':" 'Y•:', FTC -.i/ ?'f fit''., r• , rt, I 3 c,. n ~.•t 't r > z~,~~i a t ,n.t"k. ,a, t. ,E. & c. a, ar a a r- ~ a: .a a z ~ - ',.'n 1 t.~. S. Cif t r_f_ ,t _ • rLl..,'.il - tl r_} . ).r 1, t i•l t,~,i <1.: ,.~.1 1 . i.Cf ',1 1, "./o-r S el- l ii 1 .1~<, 1 t A . H4 s..
<br />7\'I''i! -5.S r / ~t r'1' 7 f' { Y.,. ~.Y a` 4• '1! 7 rt a r- I r tt' (f1r+.33 S 7.' ,>'-;S . v (1 '13 wti' G1 ' ( t •j7 ti t/{~J11 L\I h) , Li °S 57 4 K'1 f1. i? 46g J N 4, Pl. ifJ17 ry),,7`tt 4 ,.ih r R, ``4 !~3 .1 4.1 1,[_., C,5 f . tr { ) (r' ~-1(b ) 9 } j•. k. .t,C j 7.C,1.;; 1. .•V .i? '%f r [ ~1 tt,S'i L\ 11 ty F~ Irl Y.\\ 1'~ k 1''st ~ ~l.s` L. Y l't x. ? {YT ~,1~- A~. r.- t~
<br />.11`.', r-hA "'1'S.t rt\ ,_,i,' >il.. i . r,i; )f.' .l i. YA'.C;' 'ti.~,~?A' .'4: /,,r y7': ~y1 ~,~11~~. ZS' yi J i~-•<' 4h{ ;rl~{. flit _..Yy+.C t ~...C ~'r}r tit}_J •y 1~'t1. t~ t.l- :r Th{?, ,,4 y Stl yY~ Y '~t~,C~Y r }..y~•. f.,. 1.1Ir ! li.t~ ,11x571. { _ i.!'S _ lu:..l }•,Irj; ,`..:i,I'• tl i',-j)'~~Z;-~ r'-,i' li':•'}~Y li-i °r,-.Jr71; r; r.~ `Cf:7 .t r °,-7,; °x.15 t I 5r1. , i•\IL. V'+,J1... tfy +'r~.i tp''I -t!•A f 't7`1 r I' 1 ! t/~l' r { t t r~' + rt. , 1.1. iAl N. ''J y,! a t ~1rL T7 " 1Y~.,, . I L }1l 7~ pJt tF'. )r flr~t t 4r hltiul' r.+,Y, ?}t y;h!1;~'1fLrp~t' ' tSr .rr; t,5 yrnt - 1 'xt f,r ;~,~ah'~,
<br />` 7C+: I-~,if`4~.w k='tr!fi ~.[..X .r ..tiY't'lk'!?~ •.tNkii ,x St"Y >f`!,,'Yb'','1~'.>,i.x: -i,.l)::'~`~")C~. J.c r~, i('.- ,'`7Y,7 '.,1 { ,a ' in r,4-.\ ` 7{tz,,. y7-.? trr,t ,..:~•~;_.r J, tc • .,ri. r ..'r n T,'zw4.' ~~'.1,. yh'r. a C .y,~' y ?l { ?-.i.h ..'M ' 7T A ~.t.. IiFT 5 S, ! , , 37.. ' 't ti i,-., . t d ...'~y l4 , a•:t , ti l 3.x..1 ~'J.It Y •1. {•.•rr . -r1.1;:'lf•41i . xk. a 1'-~'A tl`, S ~ ' y~ ..1 CF•`' t Il . ~ •~r. Il~'.A'iTr' _)S; •~tl,`x , ~--~y ..fl,,.!.v`..- 1~ `".''.1' t"rt:l ..-y.., l:,i.} ° Isr~i Irl;",1:: a 5,31.l~S'J„! ~iF`x. r.t "Jl1/,.',,t>?.',fj p !"',.r'',1~-t-,}!t•1'.7/~.(1-"~'(';.1~•_ ..lN_t,i!'7.r :f.7`< r,~',Yi
<br />a~`~1 it ?.>l'iY li ~lN.f Yti1' v1 Cla C,7 7 - 'tt t1r -f>, rr{'` t .T5 4't: ~.1ti1 tl 's!~iM. !-S -51 gJ s t' z,l ti o~ Nti 1 wSi t Y" ?r4' ~''•rh `fit ,~`i , ? Y' t . b~ .,}J~ ' tf} L tr j ,y,,t; 'c'! ~h..,~'>z~ . - t - i-r; ~t { ' .'x911 l7YV.r_ >j. 1lit 5~ :~rl`I,,~17~? l1A ~ it)7. i_ ~ ~~;..>7 ~>I )tt.`f7 \xT -~-u 1.;. .Jt.. ti k~!, zr s G:~1 L'YI -:l ~,•i y tiµ r~lr`'TI.A l 1.V.r,' a-•C~~rt.
<br />-h.•-____ I rx tr ' 'C'~1'),q..t~1e'1• Z
<br />1 ) A { 'C u~, '?.•li l -,.z-T??II.(~ 77i 11 t t;•. t, ----ter _ t •.y ~ i i .t. , l3 rr-. 1 tli }.A tY .~.T,I. :r I~!Y.:1? ,J 1.. - r t - 1 • 7 t pia r~~
<br />TYPICAL CROSS SECTION PHEASANT RUN GRAVEL PIT
<br />PHEASANT RUN GRAVEL PIT VEL PIT
<br />AND PORTABLE BRIDGE SPECIFICATIONS CLIENT: CENTENNIAL STATE PAVING, INC. CONSULTANT; L J OEVELOPM€NT, INC. PREPARED BY; J.P. I REPAIRED BY; J.P. CAGLIANO
<br />=EXHIBIT "C" MINING PLAN MAP DATE: NOV€MOER ; )ATE, NOVEMBER 27, 2007
<br />
|