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M227 - M233
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M227 - M233
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Last modified
3/8/2016 3:11:19 PM
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1/22/2016 4:17:55 PM
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T= <br /> liwi ON <br /> - - 'A iv.. <br /> G Q • , s " 2-3 "" _ H WATJ49'WS *00 <br /> 11 IF — 1/+► Ilii 'Chamfer 1`tro t-6" .....�. l"- amfsr•Y • !r .. zCha rIo[x FYEAR a [t iiiNo 0n <br /> fast Steel 1 ��, I _ � a - - 271 29 T-U 1960 7 8 <br /> B runt I B. {�] 1e /���` D �,Y '; 1 " ( r " P block... <br /> Wh --�— 1 <br /> pipe <br /> C C e l - ..- D men Stand tetion_.T <br /> • in b k <br /> h"!bars. ...... .� �_..:1 yan :. `4 ,'•P v' ' a <br /> l 2'U I 4 w <br /> ,» Q� sECT10N C-C SECTION= - � •D-D FRO ELEV. UBLE EADW L FR ELEV ,►INGLE ADW S ION, NGLE D — <br /> E i ----- r wire <br /> I 'I-+ ' _ ont71Y let <br /> 1 <br /> COVER DETAILS �� H - i 6� 1 <br /> �- <br /> -{— :.:. is Va 'able-- p. <br /> - I 1/2 <br /> Sid! OpaMlld .:.• •E 1 , —+- End. w v N 1 N x "I •...r. <br /> _ O0 12 4- 67-0 �y-0 I7 �/� /Q�44 5 1 <br /> �— "'I'rbars <r::. ' `� ov _ L I f-1 __. `� I5" O" 7'- L-6" 30 O. 0.78 -�_� ; '" o{ " 1 V <br /> -"" <)°�. . N e 1 " V-6" 0" 2 -9 2 34 0.93 1 1 " <br /> barsT 1 I, ( _ 2 ;; •Eey,^, I 7L1 I I 4N 71 �N �1 6N .31 - -_ -J Zf i--- - 6 i <br /> .............. I 1 y 3. t� - — <br /> .,. � , '�•+F� � ( t 29 4 0.98 1.0 <br /> 1 <br /> •', I ; 'Ft bars . o '•'�� � <br /> fi=r �1 — r os_s I h t>an' Kr 9- 12-9" '-6" 35 �I 1.27 . 3 ------ - 1 S <br /> X Pipe 1 C'b�rs. b' »w� N N 1 1 <br /> — �- 36 -6 IS- 5-3" 59 i. 2.17 ----- �----- <br /> o:' — f'_t' _ f <br /> 7i Bar or Rivet •: 12'-0" -3' 6'- 46 67 .96 267 <br /> �t-- .. 4"long Castor ' • :e r o:' , <br /> -_-- �-- 1 tO� "�" Welded into frame A_ a .. . .. ..t•:.. 14 - CUL RT RKcE <br /> 20 d 52 2.43 3 <br /> •.A r,f L_I .-_ ' ' is"% " " • 54" 1 ' " 22 rJ S6 2. .84 .1 <br /> 7~ ide Pos ame d' ons as rt sluker <br /> 7 2'-0" 7 T 0" Where D 4"use S lord win all design it <br /> top and Kion an Post Letter one fat ly <br /> FRAME SECTION R as to be Inch i <br /> I " N 1 • » D ETA I L " "L" w illtttie n vartab <br /> —•16 �•— 2 - 0 6 � --� 6 D+ I2 2.8ftmin. 6 �•- FR TELE . L HE ALL S ION EADW L <br /> Q titles * ased on uss of C P. MON ENT <br /> 2HxSECTION B-B ELEVATION &SECTION A-A PIP CUL RT ADW LS sx254SSOI. uc. Dougt Fir <br /> 0'- <br /> r Deripen>k Struc.Re ood • I' <br /> •10C orDens I. atru ortOrfor rAlaska ar ......g" NxS'-4"s <br /> t %` se St .Redwood <br /> 12dnail ii�� <br /> Su i u Pbrl 0 x dfor A1* Cada 6r1 <br /> DRQ INLET WITH CAST STEEL COVER Earth ackf1il or arfFou aticn6c <br /> Wo o U Bolt Handle to drop <br /> 's/4 Galy. •N In recess in cover. e N •'3/4"x carriage Ms 199 W" rria bol N tern Red r <br /> q a e. r�9 12 :24 I M.P. > :: : <br /> Pipe Sleeve p : e s Butk ' Filter M erial •• 1 w cut was with t wash rs ` <br /> —j L----- -----y Plait S" <br /> l J 1 11 L _.� N <br /> ►-- J�_i��v ft�_ I_ <br /> c6 - 8,o I_ � I—� vr' with t"6" �r 4'd' �• p FROM LEVA --L <br /> C. - I I .- Pipe c ��-1-� --1- -t-.t - 'e wire - £ 8, b C CT IO Ufa"c asher 'h"wt w hers.. ::: EEL ION <br /> t �-� ; 5' T4i--4 I 1/E"abarslef 2' Mp 'yv nt Joint S 0 <br /> L L_.� ck b°"' .�: DER R AIN ~ <br /> ' -' Outlet 2'Mng- Skp JoMlt .S <br /> C Z7% <br /> •-------------� Cover to bs madelntwosectkns � 0o when 5 ' Joint is ed••• �,0` rsink f depth.. 12a Its int--` <br /> E x, PL <br /> W ¢ COVER PLAN over►a ••.. ...... <br /> 6" 2'-0" 6" L of ma 3�• LA (NAT GU D R L <br /> nstall rmit l2" ovemen <br /> J <br /> ON KIN%8" r- not r ugated • ' <br /> • •• -- —� — � n- � 14Y�� C.M.P.• , , �eQQ D' : 'to 15 Fill 5to30'Fi 3p'b40' 40'to50' 11 SOlfo 111 60'to F{II 70' Fill �0'Fill <br /> \� r Std! : ':` 1 I End and Cou r.", <br /> e Size Size ${za in Siz Si ze i izt <br /> I Opening M -I Openillll a O' RRU6A D ME L PIP <br /> _ Pipe nchorto aced 48" 14" 6'-0" 'x1 5- 4*4" 4'- 4"x4, • 4'x6" -01' 4"x6" 4'-6" 4x 3'-6" <br /> " s fled or red by t ngr.` ; <br /> -•B"biers 1.. ` 6' 409 6' 4k4 4" -0" 4"x 4" '-6N 4x 1 Y _ <br /> L ::: Wlv. Stell Ladder Rungs � '� S4" 4'k4" - d 0" 4'k - 6 <br /> bars Pie I -4:. :r- in o be installed in BOxeS with /, 4x4" -0 4�4" - 4"x 4'-6" <br /> •. ,; Ip� 2" p O �; � ` - depth of 3-6"or greater. r " 4 6�0 5'-6" <br /> I barnsy '�4 ®® � Collar of Pies • ; 72 x4` 6'-0" OVKV 5= <br /> 100 <br /> U rsills 7 4%47 1 N 400(47 ON or <br /> i -L�--- Ih• 3 " Weld .. pressio { I inuous <br /> I -- --- T- ...3" ,4 nd iron•• "cap 124. 4N :Ox <br /> .__ x <br /> :..; .i'a' :: rr ,• . •Ip a Omit D.I.Is " <br /> r ....;....o . a . . y used as Si or if cone <br /> —= soft, a 90. • 6.0• Of <br /> ***bars 6" D+12" S-0'Ft"min 6"�+ verti 1pe) IhR grain wood t..gtr intable <br /> 96" 4x4" 5- <br /> ELD EMB PLA CULV TS <br /> YF U Bolt Handle to berecessed 2' 0 .I� -V <br /> ° - _ Lo silk, 0" 4x 6'-0" 4" 6'-0" 4'- ' x6" 3= x6" <br /> 7 � /SCION B-B in Lonc.Covtr ELEVATION & SECTION A-A 13k» (co nuou#.; 75" 4" 6'-0"1 4fx6" 5'- ` 4Tx6" 3- 64x6" 4W 6x8" -(r 6x8" -6" 606194'-0" <br /> : �• •'• ,•• _ Y 1 " " 1 N Y N 1 N , » » 1 11 Y 1 N <br /> DROP INLET WITH CONCRETE COVER ala"Holsa ward 9 4.4" 5 4.6 6'x6 -0 6x6" 4-0 6x 4-6 6 4-0 8 4-6 <br /> 04050 4x6N -ON 6% =/.N GmK x Y x N 1 M x N <br /> NV 4-_6 4-6` 8 4-0 8 4- <br /> I_ 6,3)'t""aib"Angle Iron 3" O`'x � ./e Z/nk 'ii � 121 6" 6-0" " " 4'- " $" 4'-0" x8" 3'- 8x8" 4' <br /> V, • Y 1 N ` N " » 1 N N <br /> ' '4x4 Anchor bars welded beer ends of Angle.Iron Q.d` 1 � x >< x tl <br /> DropInlet quantities, ni not deducted " 13 6 6- 5 6 3_ 6 8 1 8W" <br /> -6 <br /> q � ngs � �. "h PI " � e: Comp ioncsps ndsills I 6X6" " 6x8" 8x8" '-0" 8x 4'-0" 104 <br /> Based on minimum dimensions 17 ° f,5" 6:6" 4'-6" e'w 6'�" " 41.6" <br /> sam dimension mbar as to <br /> T1 to oe glas Fir 18 4'-0`' xli' 4-e 'x8" 3 <br /> � SEC. C-C , ; ., _ L : <br /> "A"bars "B'bars "C'bars Steel Conc. Ce ant Grout <br /> D No. No. h I No. ILPO lbs. Q.Y. Std.7" nd Coup ETAIL F PIPE NCHO - <br /> I 18" 10 T-5" 16 T-9" 12 Y-9" 86 6.91 fyo ........I6 it C.M. C ORR ATE MET PIP AND ELO SEM ED P E C ERT <br /> i Z4" 4'-5" 20 2'-9" 15 S-9" 108 1.10 <br /> 30" 10 4'-fl" 22 2=9" 16 4'- 124 1130 ;.- 3"x3" ings $T TDA <br /> 36" 11 1 5-11" 26 2'-9" 18 4'-9" 1541;65 or pouri grout <br /> Note:"D"- nominal diameter of pipe PI L AY SE LY DO N D N <br /> Steel in cont.cover and Angle Iron not included in table. STANDARD STRUCTURES <br /> Angle Iron over end opening, when required, to be paid <br /> for as reinforcing steel. ill space below invert of pipe . _- - wNr - _ - - <br /> with concrete when directed by the Englncer. FIE J01 FOR HO <br /> r <br /> Revised = 5 ' <br /> f <br /> i <br /> j . <br /> i <br /> - j <br /> M -aa-7 A j <br />
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