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tJPAN Qi `7 F� ` SITE <br /> - <br /> � , ,) <br /> dr' _________._ -- . -----_. . ! ---.-_ ._i r , _ _ i _.- _.__ ____ WEST LANE STRUCTURES <br /> 'x .. I /7 — GJ�I T 2 4 j !J � 1 ! t �. ; T �. f r ,,nsr /.... f �` ) � RNAD FIL SHEET TOTAL <br /> T--, _ -...._ __ '.. ..... .. _ ,. __ _ _ __._ -_- J--•_._ �, i I �J 7 �'J Q INDEX YEAR �. SHEETS <br /> _ <br /> STRENGTH CLASS/FICAT/ON j A B C A B C D A f3 C" J A B C q t3 ! 4 B C r A i3 C C A ? 3 ' Lr C` l A B [; D t Al f.� s ` -- - --- -- J 125 17-U 1963 9 18 <br /> C d A. _ C / A 8 e.. . 0- <br /> MAX. FILL OVER TOP ! ! 2/ 32 t! ` 23 34 46 I/ 23 34 46 6 =°4 36 6 74 36 v"' 23 :34 46 6 2.3 34 ' 46 20 34 ! ? : C� 3 / r ty F 3 g ,7 i �° 5 <br /> _.-- __T-�_-- _-....—.�4_ /_._......-.4' 461- _. ._--_--_-. ._._ x .._.- _ _ - . __ ._._.._ � 3 _ }^•_ 4 3 . 7„ 3 i r_ - 3 I � 5 3 14 '125 3 14 c5 371 3 14 25 37 <br /> rTop S/ob T,+ 6!, 6%ZI 7!/ 6%p', 6 7t.�; 8,�I 6 � 6i' 7t/ 8lx> 6 d4 '% , 9%+6 %, T 9 ' 6'3r 7:` .9 '10!� 63i 9 !iCl� TI , :n' >f t , , t i ! n/i: / t t ^ I t T T t <br /> 2. 2 ( 4. `/ 4 �4, 4 4 4; 4, 4 4 4. l4 8.�rr 1 , /4 Bre r , ✓r £l/ . 1 , c Ti4 8. /0:;n .2 8/'a ;a.,{ B.2 12 8 9/ 12 '1 8/ 9/ 12/414/ 8/ 9/ 12/414/ <br /> C - 7/ / ! I t / r : /,:., �',.. ,.�,; .. t _i, ', 3 I - , - r ,` . ; , t f`' ', 2' 2 2. 41 �'. 2 4 <br /> r Bottom Slob Tz 6 / 8/2 6 7/2 8/ 9/2 6 T/p 8 , 9. , 6 ; B Itc: 1 6 /� r ' lU,� 6>>, 8'/ IC? '1./i� j6 ��1 $ 80t 111% 1 7% 9/ t tf 91 , , 'n: , ;i,' `, �' tr : �I' . , J I I r , I, <br /> j z zl 4: c. <., 4 4: q. q /2 / ; T,4 7 z , , , {2 . 71 9 r :,a 12 4 �!c{ o ✓t a ,tet rO'�12 q T 0 12$4' T /2JC !3 (5 r •,2/J i3 '15 r4 <br /> ISidewol/s T3 6 6 6 6 6 6 6 6 6 6 6 6 ! 6 6 1 6 6 6 6 6 6 6 6 6 6 6 i 6 6 6 1 rl 6 6' 6 t; 6 15 6 f -1 6` 6' b 6 :, 6 6 ! 6 fi 1 7 7 ; 7 7 T / <br /> o Size. Bo/' S 4 4 5 4 4 4 5 4 4 4 5 4 4 5 4 4 5 4 4 4 ,5 4 $ 4 c f 4 F 4 :r <J 5 4 4 6 4 4 6 4 4 6 4 4 4 i E .,. 4 4 ¢ <br /> Spacing f // 9 I // '/0r 8 / ! 7i ' I ! /O% i 7r l 7 ' /�, , _/ t. 1 1 1 i i ' ! < -t i , <br /> y / i 8 . !C t1 ,C 10 Bi /0 !0 8/ . IO 9 It? 8 /O 9 9/ I $r'� -rf ! F. =' 9, " - 811�/t� . 9t/ .. it B i%'hl Ic 9�a'101i :` , /-, , O .', !2 "�91 /0 '!111 9>1 /0 " 8t it/ ),,� 9t/ lO 8l' <br /> i �—.� I . Q g ' : . : �. �G. 'G: c^ ry � �. i ��i :. ' , i �t . _ r ,_ 1 �1 y,. 'G .., `?' ,.. �� `-� . ..., . ....:- 2, ... , . ... .. '�'. I �'. 2 �, 2. c' <br /> Len th i/03102102,I0-31U2/02 /U211031021Q2/Q2lt. 31c' 2t22Ir. 3 /22'/2a' f?_ 3'✓2-c12-21 � ,r 3. - ? , t < , j , n" ,_, <br /> ---- - __.. �--'-- --..- I _..__ _ __. ._ . -_ _..6 g- - ` _12 212 2 /2�'i/4 ,314 2 ^F 3 5 r_ ,r ., ,4 ,. 75 ,- i./ , 1 3 4 2 r4 2,4 8 r8 4th r_ /n' . ate i,<. ,- /8 < 18.4'-'8-2 .r6'-2i18-T /8-5 /b , ,18 8118 7,B 5 /t! 8/$KJ <br /> b Size: Bor 5 5 55 5 5 5 ! 5 5 5 5 5 5 6 5 5 6 5 5 6 F' S 5 �6 h r.- , f• - T <br /> ¢ _ 6 6 n 6 6 7 c,. 6 a 6 - 7 6 '', � � 6' . 6_ 6 6 a <br /> m -� - :S acin II J / 9 / l 1Oh Bf 7r . I/ /O/ 8 7 b1 PO : 8/ !G' / B1/ JO iC' 8:� ' r' i'7 1 f f t ; �,' s; ct,. Note <br /> or P 9 2- �? 2 ., 2 O 2: 2, 0 8 ¢JO/� 9 9f 8/ /. / g ; Fsr„r, , 1, Bf� I ri .1:.. ., wec /0 /2 9% /o it !/ 9% /O B{/ /!!s gt /L B _ --Length b .9 4 9 4 9-619-4 9 49 6 .. 9.4 .9 4 9 ,,, 9 , 11-5 / r-6 /-5l -6'} 71; - ; i.< _ _71/1-6, _ _ _ "s _ -> -, o , <br /> b, g• 1r t / !/ 111-611-71/ £x ! . 1f611 . /361.36.t38.1.36t . r_> 17 8f36 ,. ,, , , 7r.: ? .,361,36/3 Y, l4 II ! fii, " 9ir fT rJ7 ? ' '8'%T9171U /7-(Ol6 7;851;11017-10,18-316-6 For boxes of !'re?nh; ,cSS J! Vit; ft7,' <br /> t u f 7r `. . y - .. ; ; _f _ -ri.. r_. ' _ - I . , �fIr: y <br /> Length b/ <br /> 9-49-59-69 49 59 69 . -? 4 59 b g , , , 41! bf! / I; l! 6/! 71/ 41/ 6t, 8:, 4, I 6Ji-71! 8f13 5 3 T ,3- ,' t.x' �. 'ctz. r3 :- F' - ..: . . - r. > . �_ r_ z �_ �_ e r <br /> -------,-•-_� - 13 B13 w c, .,. 6 ._ , 3„3 ,1 , S G /.3 8 , f < flf;'- ? , flr; 51T 5 8 , , 9r I(r8-O!8 !, 7/118 0I8 , s,hown ir7 to , F r. c7:"r',.7Pr'r <br /> a - -- 5{te Bar " 4 5 4 5 5 5 4 5 <br /> ” 5 6 4 5 6 4 5 C 6 4 5 6 6 f 4 6 6 1 4 6' 4 F .^ to f �. <br /> '. � .,i + f J I' + / / - I< ,' � !l{ � r � ,: - - ! , y � ; � 4 � . .. 7 - - 4 S �. - i' . , _4 � _.7 <br /> ..J o4,n : ! Q �� Tr;.. , l,.. . :/ 7L,, :`.,x F'./, n t/ f,,;1 !/.. ,,r, f ,� t+, . r C , /; ' t t f. r. 't; ' <br /> p g / 8 < b / _ /., .0 •-9/ 1C. , _ 8, ,.. _a 8i 1044 � : 9: 8/ 9v ! ! �', .r i ' , �," <br /> - > L� 41f <br /> /2. G . G . l 2 c . 2 �' 1C' (2 9r /o r 2 ? 'C P / 1!' : 9ri /0 .9t2 <br /> ,'Tttl 1 - -" 4-64-64..64-64-6 -J-64 .. .. F- e,_ 5 -65-6 : 5-6. -5-65-6 - '- ' s• 6 a ,..�- F_ - •IF,. t -.d: '. . F, .> r - <br /> o Len 4 b 64 6 4 6 1 6 , . E „5 6 5 6 .5 /. r _, t. 6 5 6 .. 66 i, 6-6 �; , - . h.<: .; ;_ n <br /> �' 6 ,. v 6 6 6 ,� . 0 C h ,., _ .. F, - -Ya H_ ; f7. r't+.' ct . <br /> + _ _ w - r_. _:_..__ _ _ . _ __ _ _. �____: n '_' /7 fl 6 � r.1 ��, ° a B B-T ,.. , B B .. � �.:e ,. tlr I , , <br /> •;�'+ c. ' d D.'st 'Top .:,JoG Tot Nv I !0 6 6 h'? 6 6 r� 10 6 F, 6 !' 6 6 /2 6' 6 i !2 6 6 £ � 6 : ra r� t, .- , +., ,,. 6 _ ±• , : i; - _ ._ _ ' <br /> t f :..� �' - =;.r ! , _ � _ _ _ ,. _ -. 5 !6 8 L '�, 8 8 . 5 - �, "ur77Jie, <br /> __B0rs Bn, -m 51do " ., . No . 6 6 6 h 6 6 6 6 6 6 G 6 6 6 6 6 6 b r' 6 6 6 6 6 _°, 6 �� - r. 6 t, 6 6 6 o Ci :r _ <br /> U {{ �'} Q q y� p p (y .. <br /> ' _ </ B ,J l L> Cr (J u:J p (: <br /> r. <br /> e S/rte Por 4 4 4 4 4 4 4 4 4 5 �' 4 4 4 4 4 4 n 4' 4 4 5 n s; _ 4 __ s F z <br /> •€ t�vrs Svacr- 1B /B /8 18 !8 /6 1" !,R to :� I / t '- ' n , .r :c c i ,, „� , . , <br /> t- 5 , <br /> IU B 8 , 8 !8 /8 > c ? k, �.i, v� 9 t r' ?i 7 <br /> _ _ --- _ ✓ 8 4 9%. is <br /> �T t4 +3 : h a <br /> h <br /> SNucnr , Number 23 26 9 3 26 32 30 3? -_ <br /> i% <br /> ^ �� 3T. <br /> __ _ _ <br /> 16 <br /> � , <br /> a-. CO:c,/ L tP, C P' B, lin f t 6,. 4, 1 ” , > 1 - <br /> .,. o P .t)4To.5/0.57rtIO5305T!?63DG91C1,,9f16it?F_ai, , 5�'..*BC?6.3G$,JIi7 3LJr_, CJB<, cr6,ya?8t., , :_'9l'..,tJ:., : ,, 08 :4?97t' c -. , C lJi', ? ) lt' v •.�7.. 3 r, ,,r ; , . c , , r . ,, , r..r , , ,, � , ,. :;< i. - - <br /> - I 1 r <br /> 6 ✓ i ,. CB , �� . _ _ -. 1 . � " ,.. �).J._ , .., � � , . . c ^, , . ., :r ; l�j - kti : �i, 13< t,561632 ,4 , 39 .'�r' ' 99 <'z'7 <br /> 6' Re^nf Lbs e !In tl. B/ 74 B4 ' 84 79 9/ /Ol ' Pr' !?5 ' 9.y^ !!, ) i , G91 ,U.3r ,. 4 06 . G� ✓ : . 3 . ,7./, !/6 :26 45 ,c . 19 ,4, I ,GS ,� xr , 7 o ?3 7A ^'�_ o , <br /> _.._._..__ -_--_ _ .._._.-_-- ---_.----.-._____.__-+-------_---- -- -----.:.._ ---_-._._ _ _._.�_...__. _ !, r . 5 <. /B I. -/8.. 199 2482 9 4 :.9 1 264 ..3/4 <br /> Area A 6 4 3L < i 30 40 150 <br /> 1 _ _ _ _ - <br /> ' r � ' 4f .96 <br /> H%clrau{r„ Rodes R 0.67 086 00171 094 /tri 125 /OU � :.=!% 3.3 5G 33 r54 /71 8T 200 <br /> ` Neurrar S,vpe ', / 064 070 a %' 059 O6.? 067 073 U56 05 4 0 C'S6 ?t: v 5= 056 ,C,59 06t' <br /> Head f01-tor 0. 75 0.55 (245 ,"( v 0.49 039 0,34 1 r245C i358 ("I 30� 0 27/ C',3:'4 0.269 0229 0.206 0. 189 <br /> o j!Fntrance Copocity O/o f TC 128 '98 56 160 246 344 192 25'6' 414 544 3,94 5t2 724 9/4 11!6 <br /> 3 (Design Discharge O/oo� !/6 214 3- 142 264 _ `r <br /> 406 568 318 488 h'8� 896 1 9/0 1194 1506 1842 <br /> For culverts at grade, extend <br /> SPA N _ _ /G ' r _----- • ------- - _____- --_. /2 f „bars fU/1 ren Ih rap slab <br /> � '. 6 7 6 /O 6 7 1 8 9 /Q /2 only, provide addif/onol SpOCers <br /> HEIGHT 5 ' <br /> ST ENGrH MAX. FILL OVER /TOP/0N 2 B 301 2 B 30 2 3O ! 2 B C D I A B C D A B C A 8 1 C + A B A B D A 8 C D ,4 B C D ni$¢ and adjust quantifies C "bars -- <br /> ---r- '— <br /> Tv Slob Ti $ 1P6 + - 7- --- 11 29 361 2 /6 X29 36 2 /4 26 2 !4 i 26 2 14 6 2 14 4`6 36 2 /4 4-6 ' 36 ; 2 14 2_6 36 <br /> - - 7 - . r--T -_t­___..ti i 7 r <br /> p 4, $ ;12-6; 16 8 /2 y !683 Ic Y4 16 l7,tg18.14124 /6 /T/p !O 14 � /O gll7/ZjIO 1,0/i/4 I7d�420 J (p,14, 17 r2 Y10/4,/4/2B fi 21/ <br /> o <br /> Bottom Slob TY B%413 i/6 1B� J3 /G IB ✓3 y1644"l$-3lq i3t/x ,76 1818-Y4131/'16"�2;181 9%4✓14 'q' /B 9%, 15 I18�4 94� 15 /8%t! 10 'I51/ 18.4 2`t✓4 ,'0%15!//$ '21%1,101 '/5%41 1 22 �T3, S �T3� S T3 PlOvide paving notch for <br /> Sidewolls T 6 6 6 6 6 6 6 61/ 7 7 7 7� 6//p1 8 8 9 I /O� 6 6 �6 Y 7 z 17 8 ' 8 B1 '9 9 9 " I � ' {> ! 21 4; 4 x - -r Culverts of grade whe,-e <br /> 3 2 _t-._ _. ._-- s ?_— �! ! /2 4 Spacers b boys PCC approach paving is used <br /> a-�Size." Bar x 6 4. 4 6 4i6 4 4 6 4 4 4 1 6 4 : 4 4 6 4 4 6 4 4 1 6 4 4 6 4 4 4 6 4 4 6 4 4 4 �/e + <br /> ri <br /> Spacing // f0 /O / / 9%z /O ! / 9: 10 1 / 1 /O io 9 1 ! / l0 /O 9 f 9 ./1%2 9 9 1/%2 9 9 / / 8%s 9 11 t?`� 9 9 / 8%2r 9 9 / / 8� ' 9Length 2.4 22'222 cn4222222 '24224c�2_5�?272 ,522 '21tr„„}}22r.a�'. 8';22-JJ 232 6262264f�°67cS51 $5f26' 8'26J027IZ6rJ16ttt`7r .'i' ? e6/f 273' 75(21127-2272T h' � ' �$ �= j �- = ms =s- b�•C ' <br /> o f b—Size: <br /> Bar " 6 1 7 8 a 6 7 8 6 7 8 6 7 8 8 6 7 8 8 6 8 8 6 8 8 *91 6 8 8 9 : f; 8 9 A 6 9 B 9 a bars -----� ; 4 } e <br /> c; o �Spac/ng I / /0 /O /! . 9 • /o I/ 9%2 /D !. ! / /Q 10 9 / / /U f0 9 9 // '� 9 9 i l r� 9 9 J I E j 9 1 / 8th 9 9 I I 81/2 9 9 ! / $!/ 9 3 " x 1r rf 4 SPOCerS e'I <br /> min, fillet � .25S 4 d 25S + <br /> b/ Length „b„ 21-72N0'22021-721-10220) /-721-/1',223;21-1021-122422-9122-1,22-422:923-1i_5Y4,25 /0263j251126 1'26 22642'6426526-8261J27Y" 6 526 827 227 626 5'26 J127;5Z.1t y I /® * <br /> -LT <br /> Length nb n /-52h/O' 2021 5 / O uv I '4 SPOC6175 @1 +� j x - T <br /> /-9220224229k2P22322823-' ` 5625-10263925.9'262 _ -1265269' 411268ZCii27-4',�6-426-82/-22, -7'2641611.2;'.- :`1r! 0 4@18 �I x <br /> g — / �2 ,2 �22�_5?!-, !22.3 ,�6 <br /> a Size: Bar '" 6 r7 $ 6 7 8 6 7 8 ; 6 7 8 8 1 6 7 8 8 5 8 3 + 5 8 8 , 5 ' $ 8 5 B B 9 5 9 8 3 5 8 _�___� Z /I it ✓ I � 4( `e <br /> Spacing / / _/O 1 /O // 9%2 /O / 1 9//2 /0 : lJ IQ /Q 9 I J1 /0 O 9 + 9 // 9 9 ! f;/� 9 ' 9 1 / ! $ 9 J ! $ 9 9 / ! $%2', 9 3 // 9 2 9 u p x // u 3 <br /> 4 I /evert EYev 7 .255 4 d 25S r Optional cons, <br /> c Length 6i/O6/06106/06'106,106/D7IO ;",107JUT !r 8109,1L78108 ,'«-91010 "P6,/26`/2-T!I2712TJ271/28 /28!/292 :7:,f29I29 /Z .Oi.' 9f29",l2tTli2'JJ '/291 . 130 ate, I `T' ' i <br /> r joint <br /> .� 6� 2!O J� I. <br /> Top !8 /O !O /8 /0 /0 : I8 /0 10 /0 18 10 IG' /0 ; 24 10 !O ' 24 10 � f0 12�Q 124 ;'O !n I ?4 !I% /O !O %4 10 iQ rG � 5/opB ,q. /2 t <br /> BarstBottom Slab-rc No to /0 /0 /0 /0 /0 1 /0 /0 /0 /0 /0 ' /0 /0 /O 1"O !0 !0 ! /0 10 /0 !Q IQ /0 ' /0 ,'U /0 1 /0 !O i0 /O /0 " iG' /0 /0 /O /O /0 t }- - -- - <br /> e iS/ze: Bar " 4 4 5 4 4 5 4 4 6 4 5 6 . .7 4 6 6 - 7 F 4 4 5 _ ._ �.�. + <br /> 5 4 4 4 4 8 8 6 7 8 9 <br /> Bars Spoc/n_g- - /8 !O ' /O 18 6�6I 1 4 6 8 ! / i 8% 6 6 ' Tt T 5/ 18 8 8 /5 e3 611 /2 5111 6 9 7� 8i: 8 ' 8 � 8t 9 j - --_-._ � . - r <br /> '� -- -- -+ -/1 - -- 8 T o burs <br /> - <br /> -- - -- _ .v_ . ? - - .- -- y-- --- - -- -- ca <br /> X: )S acers Number --- 48 48- y 5! 54 64 68 52 F 5 -zi-- 6B - 6 a 7 76 ! !r <br /> ++e-' , ___ ___ ___._-_._. ..'... _ ,,._ _ C. bars ._'_-- (� "b"" <br /> r bars -_-.. IE{t%f'?rCPe7lBG�i .'F /r 1 <br /> d Conerete: C. ) per lrn ft 40205246 / 452072.48 , c r8�.6r /. 68 27 T4304i:%92 5f.30'341,1842593I6i1.97,2T7,32812.lq'e 3 59cr.3613/6",`694 r'51-483.233 86 4 49267J5..374.304,92 ,'?ter;n,- wa//s under P <br /> Rsiof. L bs er /in ft 36254 3f0238274 324'2432$01339'252278 155430 2793?_ 7 4(-)64;-61304317'401';,316 ,330,415 t336;363',460I34✓374 485 57U? 351 394 5/9 582'371 42.7,567 673 <br /> A 6,Q----p A -}� too I��Q _ --140 iso -----�. _. 200 144 — 68 � I9— 2 _ zip: w _w 240 � - 288- - T Y'PJ(;A L S 2 G' TION J <br /> v Nydiou/ic Radius R 1 /67 188 206 222 1..50 2.00 2.21 2.40 257 213 3.00 -- --- —~------ <br /> 0.52 0-54 Q.58 1 0.4u (I.48 f 049 05/ <br /> o LNeutro/ Slope 049 051 , } ,752 0.56 (Show;irg reinfor ,t�ment fat' inter/or wa11s' B and ever) <br /> Heod Factor k 0238 0205 0/83 0.16.5 0143 0189 0167 0/5/ 0138 0/28 Ol. 4 <br /> Enbonce Copocity Oro ( 690 906 4G f396 1952 /G$6 1372 1676 } 200C 2340 308Q <br /> ^esi n Orschar a 0/00 I 1136 14,94 1882 2300 .32:''0 179? 2260 2160 3300 3860 5080 <br /> Y <br /> STRUCTURE SITE "B° <br /> b <br /> 6 <br /> F <br /> „ v n <br /> STANDARD DOUBLE BOX CULVERTS <br /> Q1 <br /> F.�-a-M� - �� �. , . ma .. .sem .. , - sx Bio.. x . .. .a-,.•as,. . ,war.. aF.e� .m.�e, .x_.�,a .. �m <br /> W 232 <br /> - <br />