n ILLINOIS UNIVERSITY OF ILLINOIS AT URBANA-CHAMPAIGN PRODUCTION NOTE University of Illinois at Urbana-Champaign Library Brittle Books Project, 2018.COPYRIGHT NOTIFICATION In Public Domain. Published prior to 1923. This digital copy was made from the printed version held by the University of Illinois at Urbana-Champaign. It was made in compliance with copyright law. Prepared for the Brittle Books Project, Main Library, University of Illinois at Urbana-Champaign by Northern Micrographics Brookhaven Bindery La Crosse, Wisconsin 2018' rOiiii'ij ' ■ /n\ IPSIP THE UNIVERSITY 'Jjj , OF ILLINOIS LIBRARY :£\M raeloiH^iHK BISSRBI 4? r1 h, rWi". W^MiiCW IS sour /PjM ;/3pl ||W;.| \VS\ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE. r u->5 JfcJI r DKTAIIvKD DRAWINGS. CANAL AROUND LOWER RAPIDS, ROCK RIVER CONSTRUCTED 1892-94 L. L. WHEELER Resident Engineer. J. W. WOERMANN , A. 0. ROWSE Assistants. INDEX TO DRAWINGS. Photographic Views 1 Map 15 2 Lock 37 Timber in Foundation 16 3 V )) Plat for laying out the Masonry 17 4 JJ j) Masonry 18 6 JJ jj Filling Valves - 6 JJ jj „ „ Maneuvering Gear for 19 7 jj jj Hollow Quoin Casings 20 8 JJ jj Upper Gates 21 9 JJ jj Lower „ 22 10 JJ jj „ „ Wrought Iron Details 23 11 JJ jj jj » Cast „ j, 24 12 JJ jj Upper „ C. and Wr. „ „ 25 13 JJ jj Pile Revetments - 14 JJ jj Maneuvering Gear for Lower Gates Photographic Views Upper (see sheet 32) 41 42 43 Upper (see sheet 32) 41 42 43 Lock 36 Timber in Foundation Plat for laying out the Masonry Masonry Details of upper Portion of Lock Filling Valves, (see sheet 5) „ j, Maneuvering Gear for Hollow Quoin Casings Upper and Lower Gates Wrought Iron Details Cast » » » Pile Revetments » Ponton Bridge Maneuvering Gear for Gates, (see sheet 32) Centre Piers and Abutments for Bridges near Milan 111. Pivot Bridge for the Rock Island and Peoria R. R. at Milan 111 » „ „ ,, „ „ Milan H. W. „ „ , 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Guard Lock Sluice-Ways and Culvert Miter Sills and Hollow Quoins Hollow Quoin Casings Upper and Lower Gates „ „ ,, „ Wrought Iron Details jj » v »• Cast ,, Maneuvering Gear for Gates Taintor Gates at Details • » )? Dams at Sluice -Ways near Mill Creek „ . „ „ „ Taintor Gate )! „ „ » „ » j> Details , Hoisting Carriage for Taintor Gates Concrete Mixing Plant, Forms for Lock Walls etc. Location of Base Plates and Grooves for Straps, (see sheet 14.) >7 7) JJ n jj jj JJ >7 V Drawn ~by A. T. Grohmann.f3SQ 1 U-vlZJ£L ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE. GUARD LOCK and TAIMOR sluices INDEX MAP SHOWING LOCATION OF CANAL AROUND LOWER RAPIDS, ROCK RIVER. SCALE: 1 = 900' v* / it.®/ V SEAR'S TOWN * PEORIA 4 jy T) / \ £ PROFILE. Horizontal Scale: 1"~15Q0 Vertical 1"~45' % fir. 138.0 Rock River Or. 131.0 er- "«■' Bottom of Ctuud Gr. 124.0 Gr. 121.0 QjWl jr, iis.h / ,e> ^ ' t? Mitlitsippi gietrCr. 113.0 Gr. 106.0 Drawn bikA. T. Grohj/lann from survey^kadtbuL. L. Wheeler 5112.12 320953 iILLINOIS AND MISSISSIPPI CANAL OAPT. W. I- MARSHALL. CORPS OF ENGINEERS. U. S. A, IN CHARGE. LOCK WITH 12 FEET LIFT. FOUNDATION. LOCATION OF PILES AND TIMBERS 10 'fi ■ "T Scale: 1 In.=15 Ft. 10 20 30 40 60 Ft I „ io"x io|"r~' ? >11-r ~-jfr 10" * 10' 10"x 10' Plan of LONGITUDINAL TIMBERS. 30C rrvTTT-TTrff D8'-0 ^ttr-CT:—n ^ - x . 4- tt ir-orr i 4'-0" 4'-0" i % r T ^ ! Sat crm^X38-o'' | j,3/=^31-0^4VO"j ipZJS'-O' E---—i I c: ^ 5'-0"* 5'—0"J ! ?l y" 1 t »oi r^4M h4'_-Q'^L^ | k4:-o;4:-P:^ i it: .jjfr'-ori —^tei -si- --*• ir*g: prh—ntttp T-—rr-tr^ 136-0" ________________________________ ______________*L-----------------------------SfttiL 238.-J) I0"x io'CJp_C Plan of CROS8 TIMBERS. 242'-0" •g------o" ^ 1-i ___X. 2 . 60 'r0"_ "4'T" 60'-0" cz lTU L____ia'zQ'1 P"- LfJ..U-U-LL-U-U-LfJ-U__LL.U-_ L|J j,______lO-.- ___L i,------------------------- ■ {■■ ■h IWI. ----4,---- 16'-0" T LL.J I ___JltP'l___i. .JL.li.lL.lL.JjL l6'-0" I 16-0" 16'-0" -T i -X_____i6i-r. 238'-0"______ b>r ~ r H [ . „16'-0C____X__________x U m_._L _______L ■ji n ;r 'i i "(ft r -I zq —i 16'-0" QJ .+--------Ml-*."----------+ _. T -A 1 i "1 * ~'f _I i P Z3 lO'-O" o i to J i "»>l oO T5t (£» Y 15-8" _........_j.________10V0" . V :s H ! ! -H —D 1 5 l 1 1 z - —! i -J H zi = ! i ?! ! oo! z z z J zj : - - zj ; i — —L —i . ...4 E Grorfp 105t0^~ Section A-B. ■ ri n n n n []■ ■ n ■ ■ |i m ■ r; mi—mi r'7" " ,1* 11 11 /' *" r, ' 11 ^ "-j.'-"1-.,'11 ^ ""m " " M ^ l'| " ^ |'| " ^|' " l'| " l'1 1"fh V V ... Grade 105,0 i____________________ BotUm of Concrete 4"* 12" O.AK. Sheet Piles, 3 - 1 Oak Planks. 2. Drawn by Chr. Holth, Mech. Eng. July, 1892* 5211,13ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE. LOCK 37. PLAT FOR LAYING OUT THE MASONRY AND MITRE SILLS. Cbmtbk Like of Location. 19-0 r oi .'i 170-0" 3 _ J.W-VL ----------Ju H- I t*——1 f * * i \ r "r «T T ^ 1 '■ i V /a- > • e i J \------ W~ _r4_- Vt- m it .'-/J!" /•/ u ■\-*r Vv !' IT b! I ' "I" si- i ' i WW. r6#?!.' 44tW- ym i i i 18^0" _____________________________4,_ ^1 *e a!* 238'-0" 21>21 Scale, 1 In. = 15 Ft. t 1 1 i 1 ■ n ■ e- ,____*=«r_ # t=: i- I- I- 14" AycHOB Bolts. _______a\-jii______J __________j 10 i_ 20 JL £ — i d t—i - •S & 40 fiOFi. \ 18>?t jy-r/ *A /W --------------------1-, V 18" |,k- 1 J" j lychob Bolts. 3-3" ic-r. 43- 1___i l"i 1*" Drift Bolts. lr z 5" Lao Scbkwb Drawn by Chr. Holth, Mech. Eng. Dec. 189$* 3. 5211,9ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL. CORPS OF ENGINEERS U. S. A. IN CHARGE. LOCK 37. MASONRY. Scale, lln. 15 Ft. 10 0 I I U-.ti M ' i ,1 10 30 30 -L. 40 50 FT. -J Plan. Grade IS 1,0 Grade 101 _____EasM Xarlh PjrtJym Sarthj^ _ ;IioN Plate €AST IfiON P^AXE T 170'-0" «/e._ *1*124'; j&V.QLK 19'-7f:_____JL8^'_ ^___ 12-0 19t7iTTX..j _ ai-D _ " _b„ _ - - i*-*" _ „ ■- 10 Drain Pipe 10" Drain Pipe. 8" Drain Pipe 14-6 126'-6 m'-v'. Section A-B. Grade 129,0 ±_Grade 117,0 Grade 106 2" Pla rade 105.0 Grade 181,0. I-ir Grade lOfijLL___i_ £'_-CL"____________ _Grade 129.0 C>| nt~ Elevation. ________J2_61-6"_ . ________ u„u._ll.ll.u..u..Li..li._L3.u__;or/nr7aru--Li..u.-.u.jj..u„u..u_.ll„ll,ij. iT".![.li i;E^ii;"Torir'.irnr^::ixTr:Tr;3]rTj7T!7nj~u^.u_ij.TL!7ir7urnriT:m...u-.u-.u..u. u__lj_.u.-lt;:u._u._u-~iiTU~r.r..."ixTri;rror:u__ll.u..ll._ll.i_l_iJ.nrynrzmi v V V "3R----' ^nrjnynrrr Tr.TJTrrtrrr^u: ir.-LJ._4 „?r_^ Section O-D Grade 105,0 Grade 131,0 35'-0" Grade 117.0 62'-6" Section E-F. Section G-H. End Yiew. Grgife 12D,0 _____35-i> Grade 106 JQ The backs of walls ?nay be built in offsets provided they be of equal stability to those shown hereon. Drawn by Chr. lloltii, Mech. Eni£. Sep, 189S. 4 5211,16ILLINOIS AND MISSISSIPPI CANAL. OAPT. W. L. MARSHALL, CORPS OP ENGINEERS U. S. A. IN CHARGE. LOCKS 36 AND 37. FILLING VALVES 13" in" w f b — i- - Ml niiL T§r 4" VALVE FRAME ELEVATION l«l_" 16" ! ; ! ! --1 H"i 17" - >K- I 18" -H+- i *L ijjjj ^ lilLl1! -4 - + at" u------JC_-----j S'—4" i i ! i A** .1. * .1 4'—0" BOTTOM VIEW Holes Bobed IIead of Bolt COUATER-SUKK h,-----------------------------v-.r-------------------------- SECTION THROUGH VALVE AMD FRAME. M" -*Jf-------------------- - *'-.w---------------------J - v. jj:. * I rfTh 3 — 4 4'—0" Drawn by Chr Holth, Meek. Eng'r Dec. 1893 12 6 0 liiiliiiiiiiluiliiiiitJIiJiliiiiiJiltnlniliiiL, fri ! I 1 j I 1 £ ! f"Sj"" ! ! i ; 1 i i ! fe! i>- ! t" ■J" **1 » i ! I I 1 s { $*! * din.' ?¥** ■ PI I 1 ' i i 8" J iiUJ- *___*. Scale 1 In.=lFt. 2 FRAME SIDE 4-at SECTION F $ 17" ~K. f— H:: x- - * fj * £ i 2 ! w ' s ! % i w & CUft-H—LfL s£r - Hf L-----j ---J i Sir 9" liC- I J— 5 Ft. Boeed I*) AO t-0--------■-£* __ . ,_j r!*. 4" FRAME SIDE 4-C.I *-hi •f-r4 4--S. Head op BoltI'J | COUNTEB-SUJrKU - *r._________iilS-A-.j ft;::;;; r i4" r 16" ISJI ~£T*~ -J=H- ELEVATION 2- Right $-Left 1 1 1 k5A"_«A*j WASHER 4—Steel BOTTOM VIEW «B-------i 4 - -r ■H i. —* —i b-' —£ I - *• _=!t SECTION ! LH"J Gap Screw Z,0OS£ TAIL 4- W. I. i?':______.........«r_________^____________ -A*!':......l„.r—.r.......T—.4-------AT.......------- " : jir «r iih ! ??r 161" 1" 4:' i ! i! ,J k i flOLESlCOEED POB 4 BOLTS. J i g i | &*' str!! 4p ! F- J! ■ 1! i — L ! J ^ l ^ 1 1 1 1 , j—r-l ■ »- 1.1. ' 1 1 v =4 1 ©1 i _LU—J ijT . . ■ ri T ij'- 161" 1" 4:' rIM U.| »»1 4'—0" FRAME END 4~ C. I—Right 4-a I-Left —*1 I" Bolts, Holes Bobed — _6_'_. _ iw. ! ; i I li rTi HfS it H t ' ----h J iroyi- Valve Frame Steel Washer Wrought Iron Tail MLJM Frame // ft Cap Valve Tail LIST OF MATERIALS 4 & s-sf'x 3'-$" 4 — 6-4" X 4-0" 4 — S^'—Dia.x^" thick 4 - sf x % 40 — %*Dia. x J^ long Hex. Nut arid Head 8 3$ 36 - SB ~ £' • x 4" , x 7" r . xl* Head countersunk Sg. Head Cap Screw 5213.3ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. T, MARSH ATT,, CORPS OF ENGINEERS U. S. A. IN CHARGE. LOCK 37 MANEUVERING GEAR FOR FILLING VALVE CAST AlfD WROUGHT IRON DETAILS Scale 2 In.*lFt. '' Xz " -1 2'—3.089* *4.3* Jfc® GEARING Full Size Fitch 1 Holes foba*'Bolts %•/ &> * I , f" \ Holm Oo^bd ,.4- s ! ( /"k \ \ for 1" bouts r;J «; -{+) J t&^'r i bobbd ^"1 u *:-aw TOP BEARING 2-C.I. SEGMENT Number of Teeth-=.$7 Face-------------=2y* Fitch Radius____—24 -C. 1. Top of Lock Wall © © PILLOW BLOCK 4-C.I. h-------•.-----------„ k!J" ...jq : ,jto . 2v"diam^ j| 'bolts l*i ! [ I il l_p^-=h* 5% „ . Square Head * H /r 4 ft ft tf It 4li Square r * m- 5*!^! Ft? L l4-_ PIN FOR RATCHET 2- W. I. f' Boltb 1 - Righ t. 1 - Left 26' -«*" Drawn by Chr. Holth, Mech. Eng. Jan. 1894- 6. 5213.7ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE. ' Holbs Bobbd. ■3 i- © Coeed for 14-" Bolts. -Holes © . x . Jl b fc| M j © "T "*1 LOCK 37. DETAILS OF HOLLOW QUOINS. Scales 12" 9" 6" 3" 0 6" 0 ANCHOR BOLTS, 56- W. I. < & U---3---J .lr. pixs. so- w.i. r iAL 2-0" • -0-H" i ' Holes. - ^ - PLATES below Heel Posts for Lower Gates Lochs 86 and 37, 4- w.i. V! ., t 2-0" rh-1 «H!Hilllll%4- screws. "! 16-w.i. L_______r—-J LIST OF MATERIALS. Cast Iron. Hollow Quoins.....4 — 4>'-6" long. „ ......6-6>-7" „ >, it ......4—6'-3%»„ Wrought Iron. Plates............ . 4 r—fg!— %4" sq. Pins .............20—1" D. 6%" long. Anchor Bolts......56—l%"» 16" » Lag Screws........16 — 1" " 6" » 1 Ft. 3 Ft. 5 Ft. 4^ HC Tift LLOV Quq. Upper Gate; in Drawn by Chrt Holth, Meek. Eng. October 189S fFffr HO LLOTip QUCL Lower^ Gatei iti rJV ¥ -4- - 4 .i. a 7 5213,2ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL CORPS OF ENGINEERS US. A. IN CHARGE. LOCK 37 UPPER GATES. SCALE^-l' 12 6 0 1 iiiiiiMiMililililiiil^ | ........w||ai January 1894 6 7 Feet J___1 CROSS SECTION SCALE 9&l'. 20'—U 2"* 2'—3" r*i3r!;3~ 6 18—104 PLAN rr*isr rW*i" 19'—OV" Lock wall ^ feA-:-* mm HEEL POST Front view ELEVATION Hp Stream SECTION A--B K R*'! -14"- - -12"- ■, 2 & -■* j '1 9* ti 4 c* h -i a -■} b tH -j o v* TOE POST Front view ELEVATION ELEVATION Down Stream Drawn by Allan Strale, Mech. Eng. Jan. 1894. 8.1 5211^0ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL CORPS OP ENGINEER U. S. A. IN CHARGE LOCK — 37 LOWER GATES. SCALE: KM'. January 2894. 12 6 0 1 t 3 4 5 Fir LLlLbliuluJ 11111 12- «k6V +14T_^_^--------4-3" TO'1 ELEVATION Up Stream -3'—8"-----~ 6'V --------3'—8"---------~ 3'—8"--------49f* 4'—2" 4—2" ^4r i— PLAN 19— Of' 12"x14" I # 12 x 12" I "■ r ■ ri! 1 1 11 11 -1 i ; 5f - h _ l. U 1 .. 1 _ —1if r- -2tV-*i ----4" u---4|"----)j >> jj » 4'-8' G VIDE PLATE FOR MANEUVERING BAR 8 - W.I. rs S *-i" /2 - Bent and Riveted Right 4-W.I.I %_ r - ( t * r- -2tV-*i .1____t Levt # IX x f Hole I ------5"----4*1" J D o V S m co ■ih te, w vi 0 0 1 \gir -i os (*» j L-4'^J D o V CONNECTING ROD 8 - W.I. -i—j w4r" i"rH -»> l -3\ *£V-^ 1 / H*X- »r-->' BEARING PIN FOR VALVE GEAR U---4" —-*! GUIDE FOR MANEUVERING BAR 32 - W.I. STIRRUP FOR TIE RODS 2 - W.I. rtirJri U—3"— j Washer 8-C.I. BEARING PIN FOR ROLLER 8 - W.I. „ 15"----- PLATE FOR VALVE GEAR 8-W.I. SHAFT FOR VALVE 8 - W.I. ____i Drawn by Allan Sir ale, Mech, Eng. Jan. 1894. s! ; «k» -r}< i_ *~~r M _ 2'-l"----------, w2' V- 6" . ^ ! Hole fob Bolt -O 0- STRAP FOR TOE POST B - W.I. 2'. 8' h 3" *r* — Hole fob Bolt STIRRUP FOR TIE RODS 2 - W.I. --•j® "f ""t Hole for ft" Bolt L 3" -1 _ . 6" _i___ L 3" -i - . 6" _i----10" - _ JT- ~ -8" - 23rV" -- ^ sir, ._±. f "d." H= _I7ZIl -2'.3"----- - -............^ 3" — - 6" - — >1 Hole for -}" Bolt | -$• -4- ! i "d." STRAP FOR TOE POST 0 - W.I. Countersunk x.-p.— — STRAP FOR TOE POST U - W.I. _________2'-3"____ Hole for 1" Bolt u 3M 6" ■ Bolt List Cont.— Guide plates for Bars ..,32 -¥x 5" Long Wood screw Guides for Bars------128-^x5" „ Lag screws Bars to Racks-------16 -Fx 22" tf Fin ished Collars on Bars_____£-f'xif „ Set screw Straps___________82-\"x 15i" » Heel Post „ ------------8 ~l"x 15{" tt Toe » „ -----------t4-r*m" „ „ „ tf -____________4~^ x 16 tt „ tf Stirrup_________4~i"x 15%' >> Rods ■ Wrought Iron Steel — Tie Rods............... 4 1x26—21 Long Pins for Tie Rods------2-2\?xl9\* „ Steel *> tt >! tt ........2—2\x$0 Jt tJ Anchor Rods............4~^x I'xlO'—S" *> Pins for Anchor Rods 4-^'x^" " Steel Straps..................16-% *8x2-3" Heel Post „ ..............-..2-\x8*x2-8" Toe M „ ................-It-\x8x2-8" „ „ ................2-\xSx2'-l" m _____________-____2 — % x 3 x 2 — 8 }l tr Stirrup..............., 2- f x 3^ 2'- 3" Tie Rods Stirrup----------------S~k\Sx4'~4" Valve Tails...........£'-&■"*-#"x S'—O" Maneuvr. Bars.......8-I f Sq 16—4*" Guides for „.........32-l"x4" with 32-C.I. Seperators Guide Plates ..........8-fx 4"x 2'—2" Con, Rods............ 8-lfSq 2'-If Lever for Gearings. -|"x 2fx 4-~8'' Bent as per draw. Bear. Pin for Pinion 8-l\"x 2'—Of Plates for » 8 - fx 4'x Bear. Pin for Roller 8-1'x 23" Shafts for Valves......8-2 fx S'—7f Cap Plates___________2 - fx 7" Dia. - Bolt List —- Pillow Blocks________4 ~lh"x 18'' Long Split for Masonry Bevel Washers........8-l"xl8" n » » » Caps................ 4-1"xm" „ ...................4-1" x 15" 1 - C.L Washer ff ................. 8-1 "xH" Capsc?*ews Shoes...................3-fxl5f „ ...____________2-fxl6f ______________2-fxl7f Valve Tails________40 -l"x i" Cap screws „ Frame, Cap—32 -fx 7f „ ____________64 ~i" * 18'' 1" C.I. Washer „ -...........12-fx8f „ _____________8 -fx 8f 1-C.L Washer Rods -------------10-l"x 6 —4} 2-CJ. Washer Valve to Con. Rod_____8-l"x 4f Finished Con. Rod to Bar_____8 -l"x 4" „ Fender__________156-fx8" Lag Screws tt -----------68-%"x6Ar » » 10. 5$ 13,5ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL CORPS OF ENGINEERS XL S. A, IN CHARGE PILLOW BLOCK $ - C.I. .71130 3J-" Bobko 14" Cored LOCK 37 i I*. 3" ** 3" _ j j----8|"-----.....- - J.----8|"-----j i<—--------------2'—3"---~ ------— .—------■>' CAST IRON DETAILS FOR LOWER GATES SCALE 2 "& 1-i. 18 31 10 9 8 7 6 5 4 3-2 10 12 6 0 1 2 3 FEET r-r- Httis! iiitiiii . j CAP FOR HEEL POST 1 - Right . 1 - Left I CI W---— If Cored BEARING PLATE FOR GEARING 8 - ai. Cap Plate 2-W. i. •? -4V If' Cored 1' CD *1 3|"_ . %. yh& j ^ f i jj ROLLER Lr-J 8 - C.I. 1---»»" RACK 8 - C.I. $$ Teeth, Hole Rivets 4fi" & PINION 8 - C.L $3 Teeth / /' ! /! U! 8"E--------- 1 > S.3"* ' 1.6"1 Full Size Pitch 1 ' If CORED,.^ '■V- ---7"---J.---- T—».-----11"------* ----2-1" --- 1" ir —4" - If CORSD PINTLE t -CI. )GL SHOE FOR SEEL POST I - Right\ I - Left i" J._I_k. ,----9" -#irci»lnij -- - -&w- ~T' -4> ---r—.--------- ■ \ 13" ~3'%j 3-0" 4" Cast Iron — PiXloiv Blocks_______%—J$% Bored Bevel Washers_____6'x 14' Caps ______________2~14"x %'~6" Shoes________________%-lJfx £'—l" Pintles.............M-W Dia. 4Vhigh Valves ................8-3' -0"x &-7V Valve Frames______8-8' ~8"x Si Seperators ........3$-*4V* W Racks............— 8-TP22 T2F Pinion Segments. ^8-8" PR VP£3 T2F Bearing Plates.....8-i"x 4"x 16" Washers as per Bolt List Roller____________8 ~4"D 2 F H Bored Washers......... 8—1" Bolt » ..........8*- If' Bolt Drawn by Allan Strait, Mech. Eng. Jan. 1894- 11.ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL CORPS OF ENGINEER U. S. A. IN CHARGE PILLOW BLOCK 2-C.L STRAP FOR HEEL POST 8-W.L "71a—30^ ■ %\\ Boiled m i I LOOK 37 CAST AND WROUGHT IRON DETAILS FOR UPPER GATES. scale: m: i kr * .*•••< 12 January 1894• 0 l ^----------------a'~ 3''----- ^3 6' holf fob Bolt 2 Ft 7XE ROD 4-WJ. CAP FOR HEEL POST 2—C.L J1-R1GHT 11-LEFT U-, Hole for 2" Pin O -----3'—0"--------------- X __Hole for 2 ' Pix _ 19'-5f__________ 22'-8|"-------------- >le i tai J ->i j Cap Plate 2- W.I. £-4i"7 6*:- - «"-» 1j ' cobed "< = • i # SHOE FOR HEEL POST i 2-C.L 14" Coked u"cobid . ^ -u'i -A - f \I im~ u__-ji> -------14"---------j PINTLE 2-C.L «-■cokbd ^ j( • ! "t«k —— ! | ! Cored --$• ihisyy 1-4" - j BEVEL WASHER -si---! jf * for Anchor Rod in Lock Wall. ^'d--------10".----la'vj i.____________14"_________J 4-C.I. Drawn by Allan Stralet Mech. Eng, Jan. 1894* ANCHOR ROD 4-W.I. Hole fok 2± Pin 3—1"~ STIRRUP FOR TIE RODS 2-WJ. rf-;-----1--------- —, r.:~. i "i. :t" i L_______________________________________4'—10"_ PIN for ANCHOR RODS in PILLOW BLOCK 4-W.I. r-& ^^iole fok %" PlN PIN for TIE RODS in CAP 2-W.L ____________1»-------------„ ,-------------15|'i-------^ i ^3'-'^------9'L L--------12"----- PIN for TIE RODS in STRAP 2—W.I. 19 i'l. -16"- - \7?'„ Finished all over i Finished all oyer gss STRAP FOR TOE POST 2—W.I. ---------23a»------ a- =4^ t 3"-*- - _ 2'—3"------ Hole for Bolt $- J 11___♦ r-...... STRAP FOR TOE POST 8—WJ ---------231" -------------- T Countersunk » ti k £ fH -- - 2—3" f-3"-*p- 6" 1 Hole for -J" Bolt STIRRUP FOR TIE RODS 2-WJ. 2" r 6" —*-* 2'-3" - ■■ -1 t.:i Hole vor -j" Bolt f" Hole .for 2" Ptn 4> o n ;» j — 3"->U 6" - >l-----10" Cast Iron — Bolt List —-- Pillow Blocks 4-1 i" x 18" Long Split for Masonry. " Caps_____________4~i" * *' >t __________ 4~I" *15" » 1-C.LW! Shoes________ -4~ V'xl6\" » tt___________4—3" *17" » 1 —C.I. PP. Bevel Washers 8—1" *18" Split for Masonry Straps_________16—2" x ISi" Long Heel Post. >>__________4-r*m" » Toe „__________70-rx2ji" „___________„ Tie Rods. Caps----------$-lxl\ „ Cap Screw. Pillow Blocks.. ......... £ ~4i Bore. Caps_______________________2'~6 " Shoes---------------------2-14" x 24" Pintles----------------- .. 2-4" Dia.4\" high. Bevel Washers________4~4"x 6" x 14" Washers as per Bolt List - Wrought Iron - Tie, Rods----------------i"x22~8f Long. Pins for Tie Rods._____2-2"xl9" „ » rt y> ff________ 2~2"x 1Q\ ' tt Anchor Rods, _________l"x4'—10" „ Pins for Anchor Rods 4 ~2i"x Si" » Straps-.--------------£-f'x3"x 2'—S" Heel Post. „ ______________________2~i"x 3*% 2'—8" Toe » „ ___________________8-$"*3"x2'-3" " " tt ----- -------2 —i" x 3" x 2'~-8" Tie Rods. » ___________________2-i'U3"*12" » Cap Plate_______________2-t" -7" Dia. 12 5SIS 6 >ILLINOIS AND MISSISSIPPI CANAL CAPT. W.L. MARSHALL CORPS OF ENGINEERS U.S. A.IN CHARGE i .-6-0"-: ' I 30'-0" 17 M Gr. 129.0 JJ_____Li____LJ_______L. J______\ L -11___L I I 1 jULJfctol±-^.l L_______Li__________1_L LI I II II II UAlJtexL-r^.__LJ__ J J__________LI____ ii ii —rr L- I I _____LJ_____LI iJL_____-LJ__L TT U-\ „L ii i i i i y i ! i 1 ' I I ! all ii i i il < ' 1 I ; I | I ' ,t ■ M II \'l\ K.-U jHr-H W'V\ rt'-a-l I I „ i! I l 1 I 1 Gr. 121.0 V V y ii t j y y y y ^ ^ • i 11 II M M I |l y ^ ^ 'i y ■■ 11 !' v y V Drawn by Mian StraZe, Meoh. Eng. Aug. 1894• LOCK 37 PILE REVETMENTS Scale: 1 in. - 15 Ft. J» » 20 10 40 ft 20 fi Neessary revetments above Lock 37 may be built . as shown in plan for south revetment above Lock 36, top of revetment 3 ft. above constant water level. Gr. 12i.fr1 Gr. 129.0 Gr. 113.0 l"x 2'- 9" If x 2V-3" F* 22 Gr. 106.01 -d if x n'-z" - 20MT £ 1 & ! B i SECTION: A—B v.. 13. SglSyiILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OP ENGINEERS U. S. A. IN CHARGE. LOCK 37 LOWER GATES MANEUVRING GEAR FOR GATES & DETAILS sgaleXz&^I : IS 12 0 X I G 3 4 5 6 7 8 9 10 U 12 I 1 i II i i 8 FBBT & Note: For all other details see Man* Gear fbr Gates for Guard Lock Sheet Ao 6221.9 Brackets for Roller not to be used Chain to be 30- Olong ioi" !<*- • oo; S$iS =!" IT wmmmm. SECTION A—B showing location of Additional Concrete for Anchor Mods for Lower Gate GUARD LOCK LOCK GATES ARRANGEMENT OF BASE PLATES BELOW HEEL POSTS. SCALK'aAz' I'. it < J 1 1 1 4 Fkkt Note: Foundation below Base Plates must be constructed very carefuUy and according to dimensions given on other drawings of this Lock. Base Hates to be set in cement on top of smooth finished concrete. Plates must be horizontal and at grade. sp__il fs"^ -£4==S t Top 09 Mitre Sill & 4 5 I s of Babe Plate GaADgl33j88| CoXCftSXI GUARD LOCK AND LOCK 36. LOCK WALLS ARRANGEMENT OF GROOVES FOR STRAPS. SCALE: 1^1. u lilililiLiiilililililiiililililililililililili % Fkkt i t*4 Ckrtre of Hollow Quojir Parallbl Lock Wall_____t 3-10 MhWF 4-0' rn 1 : SECTION C—D Top_op Lock Wall___ Top of Holi ,ow Quoin Drawn by Allan Strale, Mech. Eng. April 1894. Drawn by Chr. Holth, Mech. Eng. July IS93. 14. 5211.28 5291.4CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE. LOCK 36. FOUNDATION. LOCATION OF PILES AND TIMBERS Plan of Piling and LONGITUDINAL TIMBERS. 10'x lot 10"x 10'tzDCE 10' x 10'CZf WT1 iTt "rtto i v:"18-0^ L4 "xioT "jp'-rs *T rar-ofl [<______-H'-Ol' 10"Xl0tZIJ 5'-4l" 0 4-0' Lil-QliL-O^ 10"x 10'I 10"x 101 i". iVi^'-IV rr vi4'-k____________________________________________________________lSO-Q'I___________________________________________________________________„l_____________________________Jfc'-p* k-------------------------------------------------------------------------------------------------------- 238'-0' io"x 10't s X Plan of CROSS TIMBERS. h a bd © tH X RFfft O X 14-0' ->L- -----WVL .sa'-O'L_____ Ui-ILU-U-U-ILU-Inin ------ --------------------X.. ip TH rA T -j ©o:'. 238'-0" Jt-r__ _ J,----j*r _ - _ X------»'-r------>L-----lei-r----------ic-r-----4,-----^jr*. ... H -----------------------------------------------------------------------------------------------------------------------------------------J B Grade 1J7,\ Section A-B. 11 i m - . J?rq4$ 117,0 Drawn, by Chr. HoltfuMech. En6. Au$. 1892 10 5 I I I II I I I 10 20 30 Scale 1 In. 15 Ft. i° i° 60 70 80 J. 90 1,00 15 J 5211.11ILLINOIS ANI) MISSISSIPPI CANAL. OAPT. W. L. MARSHALL, CORPS OP ENGINEERS U. S. A. IN CHARGE LOCK 36 PLAT FOR LAYING OUT THE MASONRY AND MITRE SILLS Scale 1 In.-15 Ft. 10 0 1 m 1 i 1 i i i 1 I 10 20 30 40 60 Fr. p---i.--------}----- / " 5l . . j\l\ * ; v>-w:_ ; ----- —-\\v , i8'-0"_________T*r\0A:Vi 5-q ir-8" _ ..ia-jq, . lO'-X^L jpL-stm i \*» , i ui-r___ oci-e:' Zi?te of all Joints in Mitre SiU Wall must be in Direction of Radius through Point 0. -----------------, ---------£ .jML-r. . Jtfo'-o"_________________________________________________________________ _iao'_-r. 238'-0" ir-io ____2IL-21:__________JL»-- jfirifl:' ji-W 13'-4W'' \ ■ V * \ \ ® \ \ lj" Anchor Bolts. .j-h -J> mi ft Bolts. J \ k-WL-J 1>:5 ' Lao Screws Drawn by Chr. Holth, Meek. Eng. June 1893 16. 5211.10ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE, LOCK 36. MASONRY Scale; 1 In.«15 Ft. Plan 1__ A oT 13>Q 52-0; Grade 134,0 ^•v,7'y^r:irrdmr: Section A - B. Grab JU.0- Gtai. 12>,SJ3 • Grade 118,0 ^ WA A v/S, 6 •rade 139,0 tn to Elevation. J&Sl-Q'l 130-6 Packed Earth, Loose Stone U.. U_.U_ir7.LL-U'.U.iJ-11 _1L-IT, LL. JJ Packed Earth. CT/Ll-LiV JJ .Il. .Ll.lJ. U U II IITLTT] trtrtnrtr Drawn by Chr. Ifolih. Mech Eng. Nov.2893 Section C-D. at-V: Section E-F. Grade 134/ Grade U7,Qjt- 35-0 ----- GtotkJlL&U v ^ y V v JSO'dttl'____ Section G - H. End View. '3-^-0^,-^ V W V W Grade J33,0 The backs of walls may be built in, offsets provided they be of equal stability to those shown hereon. 17. 5211.17ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE, Plan. sr-o" — 2VD _ai-r_. Xxr JJ -JC_ 4K X^rv —B ---------Centre Like of Lock. LOCK 36. DETAILS OF UPPER PORTION OF LOCK. Scale; \ In. = 1 Ft. 15 Fx. Section A - B. Gr&dc I 12"ie Grqk 124,0 Grade 123,833 ...u......u......u......u V. AJ KvyV,J Grade134,0 Grade 123,83; Grade 717,0 & Section C - D. Drawn by^hr* Holth^ Mech^tnj. JVoa? 1S9S. W mm mm rittte Grade 1S3M2J Top of Plat 1" Via. 2" Planks. :|"x 18" Drift Bolts.;! WWMWM 22" Drtht Bo],tp. 5211.18ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L.MAKSTTAT.T,, CORPS OF ENGINEERS U. S. A. IN CHARGE. LOCK 36. MANEUVERING GEAR FOR FILLING VALVES. CAST AND WROUGHT IRON DETAILS. Scale; Z In. 1 Ft. GEARING Full Size. Pitch ml" 24.lto 23.8?5_1 SEGMENT Number of Teeth 87 Face...............St" Pitch Radius %z » 1 » 10 Ft. )) %> )) 1 J) I.LJ.M.LU.Lli.I I I PINION Number of Teeth Pitch Radius.. 2.089 HAND WHEEL Standard - a I. KEY 2- W.I. Top of Lock Wall Grade 134.0 WfM V/////A mm '_____L.jJTJ____ ______J?W- I 1 i ■ *-ff - to uffli "3^—- L—3——» iv' J \ Bolts oles Cored for 1" Bolts t "3h ■ '/fry///, f Holes Bored ipl - -- s:'_ X ir it l______________________________________________________.*:-!«&: TOP BEARING 2-C.L J Holes © inu: H m -(*!----- -- . _y ________^_______Lin.—K— ______6"-----4c------_6'1-----^ JCj u___________________---------------i 3"JLIA ______BJ1_______X—»*--J BEARING FOR PINION 1 - C. I with Spring Right. 1 — * * * . £. Top Bearing......................-.2 # and 1$"Bore2*2,089" Ctrs. Bearing for Pinion..............£ — if ft Segment-........................P* Rad. 1"Pitch, 87 Teeth. ........................— -2 - 4-178"P. Dia.l" » 13 * Hand Wheel________________________2 — 24 » Bore Wrought Iran. Shaft_________________________________2 - 3" Via. 7(-0"long « for Pinion________________2 — if" 10% " Pin for Ratchet ...................2 — %" " " Ratchet..............................2 — Bore Key_________________________________2 - l$"Dia. &'-&%" » Bolt List. Top Bearing____________ ___________4 Anchor Rods lt( Dia. 20" long Split for Masonry, Bex. Nut. Square, Head. „ tk" " io'- eV " ccoupled t0S6ther Cap_________ 4 Bolts r. 5k" r - 7k" Valve Frame_________________ 82 v - 7%" Blocks ... ................ 24 Anchor Rods 7A 20" Bearing for Pinion ........ 6 Bolts r, sk" Spring. ^ Cap Screws t" Split for Masonry, Square. Head. Hex. t, Square ,, Split for Masonry, Square. Head. Hex. t, ■13 // f i 55"! \ ® ' i **olbs Ooked i \ ■ J A fob J" Bolts. 1. . 1 SHAFT FOR PINION 2- W.I. —a,—^ -fe EEE3- lu'i------a"------ -2| - -»; i*____________A«r„____________J RATCHET 2 - W.I. •sT^"' * 3 4" 4" r—t--*i I *M»2 i m--r li.a.'Si .ii'-'J ■ kr? i _L i © F Dia. PIN FOR RATCHET 2 - IK X ~rr U—ai'_ J S" _ 5-5^' ^ I "St *' _- -t ■ SHAFT t- W.I. ■I ni ^".X--i_____________________________________________^----------------------------------------------------- / \ Bolts. i -Right, 1 ~ -4«—, 7-0"__________________________________________________^______________________________________________lqi-efi. _______________________________________________ Drawn by Chr. Holtk, Meoh. Eng. Feb. 1894 19. 5213.10ILLINOIS AND MISSISSIPPI CANAL CAPT. W.L. VAttSHAT.L, CORPS OF ENGINEERS IT. S. A. IN CHARGE •+» I. T_?: -T 1" Hols Bo&id W- 2f- CO] .BD foe 1J" Bolt © - 2'-0" _ 18"_____i HOLLOW QUOIN 2 -C. I. 18" -A __I Drawn by Allan Strale, Mech. 1893. LOCK 36 DETAILS OF HOLLOW QUOINS BCALEX&Z'-l'. _J_I_L_ 13 1" HOLX Bobbd k__ • — v 2 -0' - - r - 'a- - r - t i 11 i i I l l I L © -------------18" - Co; lbd FOit 1{" Bolt HOLLO If orozv STC.Z 18" I I I ! I f-f- i ! I i I f + ~ "2 ! I I t _ i - tl —t 18" HOLLOW QUOIN Upper Gate 4 n at I -J 1 FT i L.t L^J 4y & L^J 18"- t •X - i i I 1 &♦> . J HOLLOW QUOIN Lower Gate ANCHOR BOLT 40—w. i. ,JY t.... PINS 12—W. I. y _ Ustof_MateHqls Wrought Iron Hollow Quoin Pins .. 12—l"*6± long „ Anch. Bolts 40—l£*16" long Cast Iron Hollow Quoins 2—5—7 » „ 4—5—6' 2-5'-1" >, „ 2—4—6' 20. 5213.1ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS C. & A. IN CHARGE. LOCK 36. UPPER AND LOWER GATES. Itl. =1 Ft. Lu1u1L.LiiI.1_ 12 6 0 J_L Scales. 4 10 Ft. 1 » 4 Fx. it- of^Lcek_Wall_Gr. 133,0 _______ CHL.V^ 19'-9i" *H"*wr (V i ____ ' —t—-TT- 13 xl4' mz- < '111; f^l3j'V j+ -fpjj 4--3"xW 12"*18" 4411" 13"* 12' BJ3 7 L_____L_____ , ; : + +41"* W r i I LL* _ r' 14 xl4 w,i^m ®uH12 [ ifl-jjj- 1-----L....J_ 14"xl4' f'xl51 ____i. _ Joj7 o/ Concrete *f-+- jxtn_ Drawn by Chr. Holth, Mech. Eng. Jan. 1894* 21. 5211.19ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OP ENGINEERS U. S. A. IN CHARGE. t % * * % % * ^ oi oi *5 <3^ m 4 ^ % *5 fc * ^ °®V ^ ^ ^V*r \ ^"V vs. «^v *cv _v__\to _ PQLT WT Lock Wall...... ............ . , $2 #= Lower Gate_____________ 8 — Cap--------- Heel Post. — 8 — » and Shoe - „ # 16 Shoe-------- „ _ „ ... 8 Valve Frame........... - ,, -----------24 8 8 Straps______________44 4 4 Stop Collar___________6 Guides______________86 Valve Frame Cap Guide Plates_________^ Valve Tail _ _,__________S4 Bar and Rack_________1$ « Connecting Rod T alve >/ _ — //__ff ^ Valve Frame_____________ 48 Cap on Heelpost________1$ — 52^3 LOCK 36. WROUGHT IRON DETAILS FOE UPPER AND LOWER GATES V Dia. x r ~ x 5 18 long Ends split for Masonry I I q* 0) *0 Rod 1 - C.I. Washer C. I. Washer _ 1 « „ e 1 1 .! *«*! s .5 -s tor. * £ j? 'L____ GUIDE PLATE FOR GEARING 6—W. I. 2'—3" Hole! Bored Pur SHAFT FOR VALVE 8—W. I Cold Rolled BUSHING FOR STRAP 4 Steel F. all ovbb. h- -8- ~-i| j&.r-j&j MANEUVERING BAR FOR VALVE Collar. 6—W. j. " , " "1 1" Holes Bored S--0 A Hole Bored CONNECTING ROD *- 6-W. I. 4'—8" -E:2! Scale lIn.-lFt. 1 2 Drawn by Chr. Holth, Mech. Eng. Jan. 1894 5213.8ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A, IN CHARGE. 00 Cored 11 "Bolts, Holes Bored 4-W.I 11 Holes Co U___________2'-9" n, 1J" Cored PINTLE Upper Gate 2-C.I. LOCK 36 CAST IRON DETAILS FOR UPPER AND LOWER GATES SCALE 1 "1. JtarJ 11" Holes corbp 2 Feet iTTTTTIE 14" -4XA Ui~^ 55J BEVEL WASHER for Strap in Lock Wall 8-C.L PINTLE Lower Gate 2-C.I. CAP FOR HEEL POST 2-C.I. RIGHT 2-C.I. LEFT SHOE FOR HEEL POST 4 ~C. I. r-'V- ____Mir r~ ____«i'i_ ___it. T- |±t] IE cv i VAL YE AND FRAME A'-3" ! U 6-C.L lf'BORED r-*! 1 "Bored ' IJJ'Bored Jlg-J'BOBED W1Z2K -*•17" n PINION 6-C.L 23 Teeth RACK 6-C.L 22 Teeth I: GEARING Fall Size Pitch^l" Face-2" o.n'V "f v o.ii" Line_of Timber BEARING PLATE FOR GEARING 6-C.I. VALVE 6-C.I. 6-W.I 4'— 8" FRAME 6- C.L r~ L»V____ , T ! f i i i ____^_______171"___________ _ _______rj i i /fa) ^ Holes Cored for f Bolts "~v$pr" 'isT" *L~0- ------ ----------------------"i— F V « F 4'— 8" } "Holes Bored 'i/1 T- Tt- Y i"Houss Bored Drawn by Chr. Holth, Mech. Eng. Jcin. 1894. 23. 5218.9ILLINOIS AND MISSISSIPPI CANAL. 6'-0"- 4 -0" - -| *p- -6 -0" - 18'-0" 20-0 __6'-0 6 —0 Gr. 134.0 Gr.J31.0 Gr. 128.5 H"x 16-0 Gr. 124.0 SECTION: A-B Drawn, by Allan St rale, Mech. Snt. Auj. 1894. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. B. A. IN CHARGE. LOCK 36 PILE REVETMENTS 8QALE:'/,& 1'. 72 -72 20 ft. Revetment below the Lock may be made on same general plan as the South Revetment at head of Lock, exept that top of Revetment will extend only 8 ft. above water level. \ Gr. 134.0 Gr. 131.0 I rx 2-7" Qr. 124.0 U'" U"''' \sf l> SECTION: C-D 24. 5219$ILLINOIS AND MISSISSIPPI CANAL y"\ PONTON BRIDGE AT LOCK 36 SCALES 4"c6 4 - 1' FT. List of Materials Meatus............................1 10x10x57—0 „ ............................1 - 10\ 10x57-0' ............................1 - 10\ 10\ 55 -0' tt „ ............................1 - 10"xl0\55'-0'' 8"x 10x56'-0'' ............................t- 8\10"x56'-0" Ends ............................4- 10\10\l$-0" ............................2 - 8x 10"x 12-0' 8\8"xl2'-0" Blocks............................4-8 x8xl2'-0" ............................4 - 6x8"x 12-0'' 6 "x 6"x 12 -0 " Cross Braces................IS— 4'x O x l#-Of 6- 4"x 6x 16-0" Long't .........................20 - 2 x8"x 18- 0" Planking, Side.............1 - 4* 10 x 57—0" „ ff .............1 —4"xl0*x55'—0" ..2 ~ 4"x8"X57'-0" 4'x 8 x 55'— 0 " Top............. 85- 2"x8"xl2'~0" „.............ISO- J x 6 x 12'~0" tf Bottom......85 - 3"x8"x 12 — 0" End..............12 - S x 8 xl$'-0" Bailing, Uprights 7~ 4*4'x 16'—O" Hand Rail... 2 - 2*4* 16'-0" » -7-2x4xM'-0n „ Side.................2- l\4xl6,-0" ..................7 — l"x|x 12-0" Oregon Pine White Oa Oregon Pin 1#-%" - 25-6" tU_______________- - 20-3" w (4 o o PLAN -X 2-6" J 25-6" GB. iaio 6-3 ^ GB. 133.167 GB. 133.167 GB. 138.75 GU. 12**0 ELEVATION + -3'-S-- -15-6" _ lS'-O" 4*-a' 10'xlO Side, bracing removed SECTION: !A—B END YIEW SECTION: E-F 5—6 -----—v ■ 8 xlO 10"xl0" 8"x8 6 X10 10"xl0" SCALES. 8 x 10 SECTION: C—D STAPEL 1-Wll. 40-0 25-6" LOCK 36 Drawn ty Allan St rah t Mech. Eng. May 189 A Wrought Iron Eye ...... l-3"Dia,V*3" Stapel >>1—2" Dia, l"x8\" GB. 134.0 Bolt List Eye....................2-VDia,*15±" 1 W.I. Washer „ ....................3—$ Dia,*12t, 1 f* tf f, .................... J- i"DiatxlQ," Lagserew Stapel ................4-1" Dia, x 12," Split for masonry Railing...............48-4"Dia, * 15," Carriage Bolts 2 W. I. Washer Side Planking 20-\ " Dia,\13," „ „ 2 „ „ „ £0-%"Dia,xll? „ tt 2 „ „ „ Bottom Courses 37-1"Dia,x 19, „ „ 2 „ „ ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE 35'-6 - Sump for 9-0" - * Cent Pump Sip Rap & ^4'-6", PLAN is Rip Bap 30*^0" ■ Top of Embankment Gr. uoo 3'-0" J 2025J.5 GUARD LOCK, SLUICE WAYS AND CULVERT AT HEAD OF LOWER RAPIDS ROCK RIVER. SCALE: I'-IS'. Concrete Walt \ Or,13Uj- Gr mo - 13'-3" - r~ ,5-9''-, Gr 127. 5'-0" - - Crib Avrori ~ liprnfrnv^ 50 FEET mmm, SECTION I—J END ELEVATION - - 174-6 Top of Embankment Gr. iw.O - 21'-0" 7-6" _ 8'-e Gr. 1400 ^-o';3'-°: , - -1 i =1 -lis"! *4'-0V'-O'-O1; : :S? ^, 20-3 18 -0"- - ------- ->k- 149"—9"----- Front of proposed Crib 1 ...... r-n st- Top of Embankment Gr. 137.0 1—I ____130'-0"_ Gr. 1390 Top of Concrete Wall 56-6" — 50'-0" i Qr-139,0 40'-6"- 6 -0" -U8 35 -0' - - .139 0 15'f^T! Gr. 131.0 16 Ft. Road 35'-0" ; > >n^T Gr. 1300 ! ~ 12 ! Paved SECTION E—F Gr. m o SECTION C—D SECTION O—P -10-4:' Gr, 1400 Gr. 1390 Gr. ma Gr. 124 0 Jf ,7 t. '• . *" | mm**® SPliP^ wn! W>M i1?1^ ■.''■ 1 'fj..m wmm wpw,™™ SECTION A—B Drawn by Allan Strale,Mech. Eng. Jan. 1893, 5221$ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE. Fig. S : Dul. 16 — W. Iron PLAN :35'-0" Fig. $ $ 1" Hoi b8 bored IHoles cobkdfob Bolts GUARD LOCK, AT HEAD OF lower rapids, rock river. DETAILS OF Mitre Sill and Hollow Quoins. SCALE, Z""l'. 1 - » j. ±. „ w-r. Forwarded to Asst. Engineer L, L. Wheeler. March 1 st. 1893 AU former plans of this Loch inconsistent with this drawing are cancelled* ELEVATION. 1%r t \ ^r §3 a !r ss f f T$jT 4 r Captain Corps of Engineer U. S. A. s»g5^ ' X/K ; rf List 01 Materials SCALES 1 Foot 3 Fikt Lumber. Mitre Sill 4~ 10 *^4" x0' White Oak. Fig. 1 Cast Iron. Hollow Quoin 4~&-7" long 6-5 -6'' long } Fig. $ $—4-6" long Wrought Iron. Hollow Quoin Pins 16—Tx6V long Fig. £ „ „ Anch. Bolts 48-It"*16 'long Fig. 4 Mitre Sill, Bolts 14~W* 2'-10" long. See Sketch. -*■ Drawn by Allan Strale. Mech. Eng. May 189S. 27.ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OP ENGINEERS. U. S. A. . 1" Holx Bobsd COKBD -m <— — — - 18" fob lj" Bolt 4- EOLLOyr QTJOItf C.I. 18" 12 lilk SCALE: ! Drawn by JilXcun St rale, Afech. Eng. Jl£ay 1893* 1" Hols Bored Cobbd fob li" Bolt HOLLOW QUOIN 8-ai. i _ i rfrfi i _i„L 18"- - -i HOLLOW QUOIN Upper Gate. i» 6 o GUARD LOCK AT HEAD OF lower rapids rock river, DETAILS OF Hollow Quoins SCALE:2"& 1'. f"~ r" 4- y —r ir e- a »p -i 00 I - J SCALE: % HOLLOW QUOIN Lower Gate. 5 Fr. n ANCHOR BOLTS 48- WI 11". "T PINS 16-W.I. List of Materials Cast Iron Hollow Quoin_______long » ______6—5—6" * » ^2-4-6" * Wrought Iron Hollow Quoin Pins 16-~lZ*6%'long * Anch Bolts 48—l%x16 long 28. 52283ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE. GUARD LOCK AT HEAD OF LOWER RAPIDS ROCK RIVER. UPPER AND LOWER GATES Septbr.im, 1S9S. Bevel Mortise and Tenons fob Heel and Toe Posts. uikjj Scale / ""I ' 14" U--W. 3- m ITS : 2"i r ■ r 14" ~*T ..JJ SECTION A B 19'r5|4" 1_9'_-9j" Top of Lock Wall, Grade 140j0_ v in EES 4' # 8" X. ,-U-.....I SCALE %,=1 4 6 10 Ei MITRE m) SILL. GATE. ^18U-UU!lH WMirrMT 20' - 4J-" | Top of look Wall, Grade 13&,0_. I 1 ol | o h"x 4'-10 1 i #- #■ 4 14" 3- UPPER GATE LOWER GATE 29. 5221.6ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OP ENGINEERS U. S. A. IN CHARGE, LEVER FOR VALVE GEAR M 3 Jg x -i z „ « * « I I n N" £ I Go c 1" w £ 2 « « J § u - £ 4 fc * ^4 M I f tm o» £ I c / Sri i - f ■ ■ \ *\/ *! T i i-r: C k- GUARD LOCK AT HEAD OF LOWER RAPIDS, ROCK RIVER. WROUGHT IRON DETAILS FOR UPPER AND LOWER GATES. BOLT LIST SCALE: 1 =l\ itiiiiilii 111 iili 11 li Ii !i i. L li Ji ii lil ? 1 1 sPr. & TIE MOD f---------u- Right Hand _3-r 8 - W. 1. 5'- i_o; % STRAP IN LOCK WALL 4-w.L 1- < Q fa §' -■$ ! / i j i ^■Cii _. ----------. ~U*[, Wj_ __ to r >rs i - —■ — —t" o 1 t ■■Wf . Y_ i- ■ i*" i Bfv""*! i | itsr r i i Bfv""*! i | 31 4'- 0" TT r J vBUSHING 4 - Steel. v-1" ............. . -V>! GUIDE PLATE FOR MANE UVERING BAR 10 - JT. I. $ - n » &$"long H' a M ! V'x 5" Wood Screws. I £ : Lest Hand L-- • |*- 7" _____19'- 0"___for Upper Gats. 4_ — W. I. _________3^" 1S'~6" for Lower Gate. 4- ~~ W.I. ( B =N= Whxbe uskd h o tf w m a i t3 M B » w a ft ! 3 2» i ^ w m S Bbmabks. Rack and, Bab.____ _______ Levee and Segmekt. 36 r h" F Hev. Head and Kut. r H" Rivets. Glides fob Bar. n r 6" Lag Sobews. va lyes. 96 r 10" ------- 1 C. I. Washes. 16 16 . u ^»j «n| 10" Rod. 10" 1 C. 1. Washer. ; ! 06 1" 2i" 3" _ _F Cap fob Hbbl Post. h~ i" 15|" j •" ~~] 8 r 15" 1 C. I. Washer. Shoe fob Heel Post. r 15|" I 8 r 17" 1 C. I. Washeb. Connecting Rod. 24 40 i" 4" F Stbap fob Heel Post. r 15f 3'' Toe j 32 151" 8 i" 16" Cap fob Heel Post. j 12 H" 3" F Sq.Head ahdHex.Nut. Stibrup and Tie Bod. ] 4 3" 18V H" Stbap i* Lock Wall. j 32 1" 18" 3" Anohob Rod, End split fob Ma son by. i (iridb Plate fob j _ . | j Connecting Rod. 1 48 i" 5" | Wood Screw, Cap and Tie Rod j 4 2" _ 1" _A7i.'.L _4':10" Jil. 1 1c 2 - C. I. Washers. j n_ __ 1 --------- L J I t J ------------ 1----------------------------------( L - I i____1 STRAP FOR HEEL POST 16 - W. I STRAP FOR TOE POST 16 -W.I. l^jholes, bo^bp. 2- 3" . *w________ =T :b±JEr23t 3" BEARING FOR VALVE GEAR 1" IHolbs, bobed *T.r_______________________& STIRRUP FOR TIE RODS r-----1; - ■ -H i i 4 - W. L 13" .14"., I V Ty I I i I t- 4 ~ W.I. 18°-30' ! I-------®--..... STRAP FOR TOE POST 4 -W.I. FSSl 12 -C.I. f"x 8" Lag Screws. GUIDE FOR MANEUVERING BAR v---------mi-----------i —rr— —sfef - _i_ IB - W. T. 1 ! ii|" j t__------ u_________iWL itf _...j i — J |,T Hole" borei>. L-WhI I" HOX"e, bored. nns^Tf -j1&l&, -bored,- MANEUVERING BAR FOR VALVES — -m- ■ . _ tt" F L fc'.j zr-4 Z'Jy'z1, —£ -------it-----EI COJYJVECTING ROD It - W. I. b"~ _?'r5"______________________________ ,A-w.l 8'- 6" 6 ~ W.I. }" Holes, bored. —t '.....r • --------------------- _______________J Drawn 7>i/ Chr. Holth Mech. Eng. Sep. 189$ 30. 5223.2ILLINOIS AND MISSISSIPPI CANAL OAPT. W. L. MARSHALL. COEPS OF ENGINEERS U. S. A. IN CHARGE CAP FOR HEEL POST, 4-C.I. SHOE FOR HEEL POST. 4-C.l I % (-- -t- \ 'I1 ! t •: I "V...... t h i- -©-i -.2', « ©- •: I f - * - -i K _ . i. ------f - * - -i K _ . i.___ Fin. ft - Steel. 1£" Bolt. Holes, bored. 4-W.I L ^ ] ; I Holes, coR»i>. -jLtd* 24" $ Kf>i- i &?<: 1" Holes, cored. 17£" VALVE AND FRAME 17i" _ 17|" I -(-§r i$) & m 4' - 0" ! 4- -4>- 4' - 8" I! : i If HOLjtsj CORES. PINTLE, 4-O.I, BEVEL WASHER for Strap in Loch Wall. 8 - a I. -+-J) 1" Bolt, 16" long. \ f" Bolt, 2\" long /i j ' Rod, 10" lots Rod, ,10 long Bolt, %%" long. F ^ ;\VyfjFft BOLT, 16" LONG. mv F Holes fob f " Bivets HOLLER n ai. PINlOJv 12LCX RACK 1$ C.I Holes, bobed. y GEARING PULL SIZE Pitch 1" Face 2" m (TINIOHA Teeth i i .->/ v Rack s 1; H w 11 2" 171" VAL VE AND FRAME 17*" 17*" 4- d-~ - fr: % ■-XiltrL- - ^__crtr- - IE 4' - 0" 4' - 8" & "IT' %-U" i«V-' - f> .i '" -' GUARD LOCK AT HEAD OF LOWER RAPIDS, ROCK RIYER. CAST IRON DETAILS FOR UPPER Am) LOWER GATES. SCALE: 1 =i.' 13 f ,9 i Aug, 189S ?Fi. ! CC 5 fe r-lLKE. IB -C.I. Drawn by Chr. Holth Mech> Eng. OApSefcsws.i FRAME. It-CI. f : Holeb, bored. 4' - 8" FRAME 12 CI Holes, bobed. FT" il X 4'_ * 0"_ 4' - 8" L--*"-.*______________________,--------------4---Q-- 4' - 2" 3" 17f 17f . 2" ----------- i dsx "V$7 f" Holes, cored. _*- - ^ F >H- F Holeb, bored. 4' - 8" r 4f • "X' I i \ \ •i., feW-rl 4" -----1 4" : UL * s t ■ ■ill ____________T -------------------------F.---------- 'x 1 ! 5" Holes, cored. 4> •,2) ! 2": ______«i" . m" 11\" l' - 8" 4' - 2" is'i'v11"'*] b (hf -<®- ^ L H" i ii. : rji hj! 1 1 ' f Holes, bored. 4" )*1r *- FRAME. C.LR1GHT, 1@- C.I.LEFT Holes, cobed v- 4 <■ ' /, « p %/ ■'^'4f bronze.^ r""- ^ !v F +■ '"i "p i\ i; i H" | er "H" t; ■ i ■ ■+ . _ y ... j*.---k- - i,.— 31. 5223.1ILLINOIS AND MISSISSIPPI CANAL OAPT. W. L. MAPftTTAT.T, CORPS OF ENGINEERS U. S. A. IN CHARGE GUARD LOCK AT HEAD OF LOWER RAPIDS ROCK RIVER MANEUVERING GEAR FOR GATES & DETAILS 2**1 4 „ . r f i . ; H0™ ' J_ i ■& zk'-\ + r-ay 1 1 j" Holes List of Materials Cast Iron Stand_______S"8,4~Right 4~I,e'ft- Pinion_______8-n"E,5.S7"P.D.J4 T. U%liBore Gear________4~1 i'» 11-14 » £8 „ HF Ik Sore 4-tf „ 16.7*',, 4* >. ** 1" Holes Cosed _in>— SOLID BOX 16 - a I SCALES: Z, 1, FT. NOTE: Man. Gear for Gates for Upper and Lower Gates, Loeh 36 and Upper Gates, Loeh 37 to be made in accor- dance with this drawing Brackets for Roller not to be used for Loek 36 and 87' Chain Sheave-4~1*Chain 28 Pockets U Bore Guide_______8-8Diam l\"Bore Solid Box_____I6~n*7k\ 1 "Bore B$lpr________8~8*Dl'Bore Br&ce________4-1**14**17" Wrought Iron MnforSpur—--------4-QD Bearing f°r Sp&r--------4~i\D. 1*8 Braefaettfor'M&ffler-------1 ~3 x8*t' l~8t"*3fa' "— *7 - -*i - , "hlr- BRACKETFO& ROLLER 1- W.I, - - 4'L.O" Shaft for Crank _-----4 long \* Sq „ ,, Sheave------ „ Gear_________4-lb"D*18l" „ M „ Pinion_______4 -lk*D*18h" BRACKET FOR ROLLER 1 - W' I. SEPARATOR 4- W.I, Crank_________________4~^8q. 15 Ctr Separator._____________4~ f^aGh &&& !_^ Hook Plate. _ - 8- \\ \*hook / ! II Boll--- 4 (& 71, (hook Pin__________8-fDxm" >j-JSoiler______4 -2\\8'-0*Gas Pipe GUIDE SHEAVE 8 -CI. ^ , SHAFT FOR CRANK 4-W I. _____ V Chain______4~lZx$8-OJong ->M--3' - 13*"-____ SHAFT FOR SHEAVE 4 Wt Bolt List Stand________16-^12 i6-i*m Solid Box-----16- l"*8 „ „ „ ,______*-*'** Bracket------12-i x10 2~\\$ Pin for Spar. .8- 4 \\10 8 l'x/0 a „ „ — ,8-v*$n Hook Plate_____8 -1."* 7f long Split for Masonry Split for Masonry 1 W. I Washer Split for Masonry a SHAFT FOR GEAR 4- W.I. 1 C. I. Washer Lag screiv 1 W. I. Washer 2 ^ _ i3f----------------- SHAFT FOR PINION 4-W> I. A" ^ . 9*1 ■ T>—— 1 W. I Washer CHAIN SHEAVE ■ 12" ______S^ihdaed L_________________________________________ _____~28'-0" ----- JJpL TV Chain $8 Pockets 4. a i. CHAIN 4-WI. CRANK 4-W.I. 2y' Gas Pipe 2J-" Gas Pipe HOOK PLATE 8-W.I. ROLLER 4-W.I ROLLER 4- W.I. STIRRUP 12- W. I. 9----f— PLATE 12— W. I. * Thick Hole *----- «d. rltl EYE for CHAIN $- W.I. SHOE -CI. BEVEL COLLAR 2-C.I. TRUSSED BEAM 1 — Oak. Bolt List Sill.......................5 % C.IBevel Washer 6—|x&4' 6-i"x#'-Ji" Wooden Plate 72—\ '*9k" Braces..............60—I "x/f Iron Plate 144—%'*6 Planking - ----.....-^0—f'*6i Ribs..............-..........6"—— Eye for Chain 8—\"*5 Braces $4~l 6 Lagscrews 2 W.I. Washer 2 ROD BRACKET 4—C.I. ROD BRACKET -C.Ii 2-WJ. Washer 'ast Iron --------2 for 16"*16' Timber Rod Bracket 2 „ 11*Rod ti'Rod Bevel Collar 2 „ 2" Rod Wachers as per Bolt List Wrought Iron Truss Rod 1—11*2 4'—4' Long „ » .........2—lt"*24'—2" „ Ancher Rod 2—2'*1«?'—0" „ Stirrup............ 12—|"x£'—4$" Cap.............-.......6—$'x4" Eye for Chain 2~^"*2" Plates......... $6-\"*8"xl8" Anchor Pin — 2~4"x7'—l" See Sketch Key.....-----..... Wachers as per Bolt List tyxf'—lO" Long. 1—C.ISfl— WI. Washer See Sketch Drawn by Allan Strale Mech. Eng. March 1893 34. 5252,1ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. 8. A. IN CHARGE. __________2 SHEET Pili«;O DOUBLE 6"x 8" 4x8 ^ i'' *4^*^ rx8' 6 x 6' 6"x8 fx 8" DAMS AT GUARD LOCK AT HEAD OF LOWER RAPIDS, ROCK RIVER. SCALE ^=l'. 13 0 10 ailiife Mill 1. 15 __L 20 FEET PLAN 8 * 10" x 16-0 Ixirs.^Lj^sa^sLm M IV] 5l* iM SMS? ELEVATION North Dam Gh. 130.0 ^JJXQ14~ 1*- - 4-9"- jl3^! \H__J7 -6-0'' --•**----- - at-o" Centre Like of Trussed Beam ^_I71 l I ■U----6-0" -«*U- ----102-0" - - PLAN ---- il'-0'---- A IX \]_17 - — >!<—----6-0"- - ->u - ■4- ----6-0" * - - 4-0" 21-0'' 30-0" - - Gb. 135,0 r Gb. 132.5 ----- 13-0 msnmm I-----6-0"-----^-----6'-9"----V SECTION SLUICE WAYS FOR FOUR TAINTER GATES NEAR MOUTH OF MILL CREEK. SCALE: %~5 0 1 2 3 4 5 y; i 111 10 15 20 25 Fjekt I Drawn, by Allan Strale, Meoh. En.g. May J893. 36. 5251.3ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS TJ. S. A. IN CHARGE. r TAINTER GATE NEAR MOUTH OF MILL CREEK. SCALE1/**!. 12* 0 1 » 3 4 5 6 7 8 9 10 11 13 FT. I f3xl3 Gr. 135 j0 Gr. 132.5 Gr. 131,0 Ordinary wateb level 11-0 - 3x12 10 c 15* Lbs. 4^10 h*2-0 Drawn, by Allan Strale Mech. Eng. Maroh 1S9S 5251)4-ILLINOIS AND MISSISSIPPI CANAL n apt W T, MARSH ATX. CORPS OF ENGINEERS IT. S. A. IN CHARGE 3'—6" EM33E TRUSS ROD 1~WJ. 1—20 x18 xz$'-0 White Oak J-10"xl0"x22-0 l-~26'xl6"x$4-0 1-~9"X14"X16'-0' I~8'x8'x4'~6" 1-6"X6"X6'-0 l~l$'xirx20'-0 18-4'X8''X14'-0 6—l"x8"xl6'-0" 12-l"x8"xl0'~0" 6-4"X18"*10-0° 9-%'xl2'xW-0'' 18—8x8'x%2'-0' Jt'xB'xlO -0'' Pine 4~2"*4"*ir-o TAINT ER GATE Trussed Beam Bearing Block Truss Support » u Axles irms Braces, DETAILS NEAR MOUTH OF MILL CREEK SXfcXDAltD TRUSS ROD 2-W.L 7—2" SCALE 1-r, t-i: Ribs Plates Planking 12 6 o lililiitLiJ.liiil.l.lil 13'—11" ANCHOR ROD 2-W.L ------ THIC£ 4f HolII I PLATE 1B-W.L a 3i" e' 2 "T T-------~ 12-W.I. i Thick Holb -^--4 PLATE -W.I. ^ CAP -|h -6-WJ. EYE FOR CHAIN %—W.I. Shoe___________2 for 16x16 Timber Rod Bracket $ .. l\"Rod 4 t, l\"Rod Bevel Collar $ .. 2"Rod Washers as per Bolt List Wrought Iron *'-4^ Truss Rod_______i—1\"%24 4" Long l-l\"x$4'-$ „_______i-iv*B#-r Anchor Rod.^2~2"xl3*-H" Stirrup_________12-i"x$'~4\ Cap______________6—f x8" Eye for Chain £—i"x£ Plates 36-\"*8"xl8" Anchor Pin..., It—^'x-T-l" See Sketch Key______________£-fx0f Washers as per Bolt List ^ ttI ^ .. XUf IjONG f j:6" Lc irt ^ ijfi THIMBLE 6 — *7 Steel 1L . SHOE 2—C.I. BEVEL COLLAR 2-C.L TRUSSED BEAM l~Oak Bolt List — Sill______________5-WXV—O* Long. 1-C.L$1-WJ. Washer,See Sketch Axle_____________6-1" X $4" .-0-fx $'-3 Wooden Plate 108—fx 9b Braces_________4$—fx 71 Iron Plate______144"f"x 0" Planking_________$6—fx 6±" Eye for Chain 8-\"x SH Braces......... $4—6 Lagscrews %—CJ. Bevel Washer $ * t* tf 2— W.I. Washer 14" .....J < $ 30 ROD BRACKET 4-ci. ROD BRACKET 2-CA %—WI. Washer 1 LINING —fiOiteEL F> Lon< ir—r Drawn by Allan StraleMech Eng. Sept. 1893 5252,3ILLINOIS AND MISSISSIPPI CANAL OAPT. W. L. MARSTTATX. CORPS OF ENGINEERS,U. S. A. IN CHARGE TAINTER GATE HOISTING CARRIAGE. AND DETAILS SCALE 2-1: 1=1', ' y*-i: IS D 0 lilili[ilililiSilihlih 11111 h Ll 1111111111111L L 6 0 4—r Steel ^ Carriage Frame 2—3'x3'x%"xi3'—0l A.I. Bent as per drawing 2-~3'x3"xi"xif—0" A.I. „ „ „ 6—3"x219"xi"x&—6t" T.I 4—3"x$Y'H"*T—lli" T.I. 4—2 h"-x|" —10¥ BJ. 4—B\"x\"xf—4» B.L 4-2l"x$'x4'—8k" BJ. 2—2l"xfx4'—l" BJ. $~-\"x23},x$'—0" plates 4~%' plates -- 18 - - -2-0* SPUR WHEEL. 2-C.I. - 29.365 __-------- ___I><---— ____53J8JD. pinion 1-C.L 4.94 V ,-------^ 1 ■* ir ~ ® ~ '------J CENTRE for HAND WHEEL. 1-C.I. Wrought Iron 2—Spur Wheel Shaft 3V'D 2'—4" Long 1—.Pinion Shaft....... 2" ,,%—lT „ 2—jDrum Shaft........ „ 2—1" „ 3—Carriage Axles.... 1\" ,,2'—5±" „ 4—J" Gas Pipe........... 18" Long 4~-T Bolts,...................191" „ 16—$" „ 5" Long Sq. head 8—I" a 4i" *> 32-1" „ 2t" „ » M" „ head Cast Iron 2-Spur Wheel It" P. 52,52 P.D. 110 Teeth 1—Pinion..........IV >t 6,21 „ 13 ,, 4—Drums.......f" Chain 1-Centre for Hand Wheel 8—Bearings ......3\" Bore 2 „ 2" » 6—Solid Boxes 1\" « 6—Car Wh eels 6' Diam. if Bore -b.s. \brum -L. H. ) 4-C. I. —H0- 4— BEARING, 8-C. I. est01* -------1JIJ lr-j- —-----------3r-f3if-------------^n J.---------------29.36®-'------*---------29.365 ------ ■i— 3 * f A. ^ * ? 2—10 - 5-8| u. t ^1 SOLID BOX. 6-C.I. f+L_______ -3*'- ~4r H- 2- ^ tr -5 ■- -1 DRUM SHAFT 2-W.I. HAND WHEEL 1 - WOOD. - - 3" 4.- -3|— \"Plate BEARING. 2-C.I, -------------12—64 ------------------------- HOISTING CARRIAGE FRAME. 1 -STEEL. ^ "! - s^rr. SPUR WHEEL SHAFT. 2--W.1. BEARJKO. SPUR WHtEL wMmm1- te=n • • -—^------ t>T- CARRIAGE AXLE. 3-W.I __ ------------- * -----%1-fyL.l. ----------------- WHEEL. 6 ~ C.I. ''/jX.'s-S/.'/A (BEARlNa.PINJOHi. »*W »HE£ -e- ~^r ------------ * %1-fyL.l. . „ 3_3 o L11" - -ft - >■ . „ 3_3------- -------o L11" - -ft -------->■ Drawn by Allan Strale Mech. Eng. March 1893. 39. 5252#ILLINOIS AND MISSISSIPPI CANAL CAPT. W. L. MARSHALL, CORPS OF ENGINEERS U. S. A. IN CHARGE. 1 = a.*.!* HOUGH 6 17 ~C © 14'xr : 18 ^:;^1T3TT3^T1 r2x 12 Tiai feJTE 15"' 18" l"x 22 BOLT. GUARD LOCK FORM FOR ABUTMENT Section C~D~E~F 6 LAfi SCREW GR. 133.0 CRUSHING PLANT AND BINS dfflSl WTfiM a PLANK 7ZEF5. 1 ROD GUARD LOCK FORM FOR CULVERT Plan SURFACE OF GWOO MD Section R~S S3 Hfffl I._J -! ; ,:-4 .I- ^WE£X5E. J X 6"jt1 Section P—Q 8 N ie wailroad a - 0 quaqe 14 BOLT TfofNQLE GUARD LOCK FORM FOR LOCK WALL 3 PLANKS 3 V," PLANK 2'* 12" PLANK !i KW*" a * iArx ie □ □ □ ! □ Plan i Mil ! CENTRE LINE OP LOCK FORM FOR 4X6 PLANKS r^TT^o'Tu •T- RAIL aOAO tl MITRE AND BREAST WALLS LOCK 37 Section N—O CENTRE LtNE OF LOCK 8*Ji 10 a * to CONCRETE MIXING PLANT |"X25* BOLT |X3 - 6* BOLT Back Wiew Front Wiew Side Wieu 16 H.P. ENGINE 4'x «'x16 OAS"AL AT LOWER BAPIDS OP BOOK RIVER STONE CRUSHING AND CONCRETE MIXING PLANT FORMING AND MISCELLANEOUS DETAILS. DESIGNED BY L. L. Wheeler Ass't Engineer. Scale: 1 • 5 10 20 11 I i 1 i i I _1 30 FT. J 1893 40. 5219,2ILLINOIS AND MISSISSIPPI CANAL. □ □ CENTRE PIER AND ABUTMENT FOR RAILROAD BRIDGE PLAN Cap Stow far Bed Plate* 2'- 6"sq x w'tUek Centre Line of Railway 77-9" „ ----77-9"-'7* 77L 6 ") Of \r. I 4 ,3-3:- < 8-C * — 9 »j [::: + - -£T-0 ~ - -12" t S'-O"-* -12" Of \r. I i t i l i i i f* 00 t" f-l : i t i l i i i i i i ! i 1 f* 00 i i ' ! j' ? i ,?3_ _ -j pr - - 8'-0"---1 4'—9"^ f*—8-0"-~-», ELEVATION -----20 -0" - Base of Rail Gr. 1412 73-0 $-0 i 30' tjf |_L;J T°P °j<-------------- -6-0--»j W-IZ" r-----------25-0"- -----27' -Q----------j* t ^ % f—1 — - — -flp- ------1 3-0- U0i30'i T--y--T J .... 39-0"- - ----ii I & 9» ° J ^ CENTRE PIERS AND ABUTMENTS FOR BRIDGES at the Intersections of Canal with Rock Island & Peoria Railway and Rock Island & Milan Highway at MILAN, ILL. Scale. 1iN.-l.5Fr, 30 40 FT i_L J_LL J Drawn fry Chr. Holth, Mech. Eng. July, 1894■ 41ILLINOIS AND MISSISSIPPI CANAL. CAPT. W. L. MARSHALL, CORPS OF ENGINEERS, U. S. A. IN CHARGE. BOTT9M CHOSp, LATCH ROD *"DtA. STRINQER A^. .. 3f-3_ TOP CHORD _______^01. —3f--- Note. Operated from the Centre of the Bridge is a mechanical interlocking and signalling Apparatus (not shown on drawing) which blocks the Track in both Directions t when the Bridge is open, PIVOT BRIDGE FOR THE ROCK ISLAND AND PEORIA RAILWAY AT MILAN, ILL. 1894 Scale?feln.«l Ft. 0 6 12 IS 24 Fl. iul"i"l"! I i ■' ■ i 1 .....1------1— ' 1 ' 1 1 1 1 ' ' 1 1 1 1 , ! I - I 1 I ' LXX i 5-0" -----...........j a -S" CHAN'S IBIlBS. --- —-----—^jvr^'Tt Gr«dgJ4L? RtVETED JOINT. CHAH'8 fl L inrf^^ iTTsn m Z-TOP L'S B«3*V& 2-BOT, L'S S WEB 30 _ Grade 136,45 FLOOR BEAM 2 * B" CHAN'S IS* LBS. a - 8" CHAN'S 16j LBS. 4&1PI*. g-BAftS 4"xlj"* LATTICE BA*B 2V ft" WEB »"xf* 2 -TOP L'S a*"- h" 2-BQT.L'S ATA v LATTICE BARS INTERMEDIATE STRUT 2 - L'S 3**2"x-|'' 1 * PL- 7*|" WEB* SO'xf" 2-TOP L'S 5 < Si'x g-BOT L'S 6'Ui'^ i" t J TCP L'S r-sr-t i a -!bot. L-S 5"- 9t'*t I FLOOR BEAMS 2 - top L'S a'- si** i* 2 - BOT. L'S «* 3i"*f* WEB 42"* J* 17'-2"_. RADIAL STRUT f 4 - L'S I LATTICE BARS 2xfc* WEB 40"xi »-TOP L'S 2-BOT L'S |l Grade 185,31L.._i____ : 2V--9 \ 1 \ 1 1 \ 1 >"Di4»'\ ,^1 1 i.',8". __\ |j * ■1 V i : 2V--9 att^L^LATOH ROD.fi Hi ml ( 4 - FLANQE L'S 4** 4\%" WEB 40'WV w so"*f" A-TOP L'S &"* 3J"-if*, ;';;2- BOT. L'S 6« _ y^Btet CtfJfyU, Grade 141,2 ^ PORTAL STRUT 4 - L'S 3*m3M LATTICE BARS 2**1 iGrsde Mt45.J=i 3 QAS PIPE r 15'-6" .sWattALeiel Grade 131,0 H >;.*$.■ .* v '*iV r, *>•*/;.- -Vf.v"s;c- ;•: v'f;•v - ■ *:■ > *■■VYWAVrri- r-o" fiottom of Canal Grade 124,0 Lime Stone.Grade 122,2 Imjl: i,___________»i