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<br /> T3 9 =24 "__ Ta
<br /> 6
<br /> r3 s T3 �`---�-
<br /> q Bgrs �
<br /> :04
<br /> �" pv.v _Y PY ,�:i r.•r v_ ,�•, .Y„ Q Con /� 1�.� Q.': :7.� '-� .� . "� ✓: /. _ v', ')Y _ i form to Edye ofPovement �� „ �. ;r. .► : ;„ "', , ,,p:: ,-�'_. -'.. _ ..=;: - ...�. • ,;` . - . :-
<br /> D
<br /> 4;;" ';i 4 d Bars -
<br /> ,� r046p
<br /> os
<br /> OF It 11
<br /> 5 e Bars1 Pp; ”. #4 S goer ,Bors � cer Bars @ /8 max o
<br /> P @ /8,1nox
<br /> Invert Flev,
<br /> . 2S 4 'd "Bors
<br /> a . 2S
<br /> .2S 4 d
<br /> �Pj ,Pc 6' -,''.. !_ .-D � 'e , �4'•.' � ,,Q',s%:�6:-" . .f . :o r ,o • ;r,;, . ,� , . ' �
<br /> Conform/o &IS1in41n
<br /> /,�'M117.
<br /> "O Bars o Bars
<br /> Type A -0./2',4e.. over 0.33:4,8 (Class 2)
<br /> Type 8 = Shaped ¢`eal wpoc%d Nofire Aa/enbf
<br /> TYP/CA.L jORMeWAY De7A/,G by
<br /> r �
<br /> No Seale C H
<br /> t7 G_ � TYP/C,4L SECTION TYP/CAL SECT/ON
<br /> Sfa. /5� 06 sla. 13-11419
<br /> S'fa. /6 /4 Sta 44*Z2
<br /> Sfa. 3558
<br /> H
<br /> 1
<br /> k,
<br /> SPAN 2 3 4
<br /> HEIGHT f'6"Z' Z' 3' 2' 34'
<br /> STRENGTH C[A SS/F/CAT/C ill A A A A B A A B_ A _B C
<br /> k Caoform Culvert E:xFens�on MAX FILL OVER TOP 66 38 38 66 26 26 37 28 37150 i
<br /> R \ \ Vxistin Culvert
<br /> 0
<br /> \ \ \ 9s 6 RoM� Slab -r2 C 6 6 4 6% 8 T 1 T 8 7 8 9
<br /> 158.55 �' Sidewalls 7 6 6 6 6 6 6 6 6 6 6 6
<br /> E \ \ /58.85 o Exisfiny 36"�?ioes NZ��OQ ,04 x 36 dowels u it Size: Bar 's 4 4 4 4 5 .5 S 5 5 5 6
<br /> " @, o►
<br /> ._ fo.Yeinoin i�P/ace " �+ Q
<br /> S ac in 3% 331Z 3�i 4 5 5 q � 5 4)ff 5
<br /> o d Good rvifh morto.
<br /> n R ' /_ength 3-2 3 2 ¢-2 4 Z 4-3 5-3 5-3 5-3 5-315-35-2
<br /> \ \�� el t0 irffo existio9 deck, See box cu/veel fable i n
<br /> h d .Dist, Tap S/ab-No.eF 2 Z 3 3 2 5 5 3 5 3 3
<br /> Jr ttio//s 'ono boNain' ood fyPico/secfion for i 8at-s 9ottom S/ob-Ma of 2 2 2 2 2 3 3 3 3
<br /> CO slob. reii°forcemeitf defmis. c°
<br /> ce"bars' Spacing /8 /8 /8 /8 /2� /8 /81 /8 /7 /3 9%
<br /> \\o N r ; ace► Number /2 /2 /2 /2 /2 /2 14
<br /> \ R- foo N. \ /1/11I�1j L..�U U . :."D :.. .. ,.. 4. Concrete. C.Y, per lin. Ft. ./7 .18 .23 .27 . 3/ .29F45WI
<br /> 6 .361.401.43
<br /> Leoend \` ' ReinFlin
<br /> , lbs, per . Ft 27 29 34 36 46 447 4(91521 64
<br /> i \ \ � Exisfir�y Arch Cu/verf { fleodwo//s
<br /> fa fi'einaih in P/a6e
<br /> E/ev. = Fi°ished Grade e�E,� \ I-YPI CA,C (_101N7_ DET%/L, BOX CUL f/EI97 TA,BL
<br /> F /58.38
<br /> F \ Conform �,�o
<br /> /58.40 For bores of fieighf less thou thof shoar�r� //,7fob/e, �/se �exf grevfer
<br /> �_ fob/e hPi9hf s/obs, oval/ o'1;We17s1o1,,5 and reir�forcii�q s/e% orad
<br /> rnoke 1,7eeessary changes iii bar /er�gfhs, lqam6er of soaeers
<br /> s /58.60 and 7410171114S .
<br /> .
<br /> ' Refer lo S.P. 083-4 fbr General e Desi n otes.
<br /> e Con1rocfor shall Pxcovofe 9 n
<br /> fn fu// sfracflrof secfion
<br /> of f risfiog roodwv l.
<br /> (0.25'AC, over 0.5,5-A.B. over 100 AS,B,)
<br /> �S')VAELTON RD. (P !� AyERI.e RD.
<br /> S//l/G,CE BOX ` ,4�4CN CU,L �/ERT aZ77A ,LS'
<br /> sea/e : 30 ,
<br /> No ,Sco%
<br /> l � Confoim
<br /> w.
<br /> d��� SHELTON RD.
<br /> /e9 .. a. :;w�44 �'� .� �,. ;" y ;' CONSTRUCTION DETAILS
<br /> �1-7� ���� 117/ Sy _
<br /> c/ 8 9
<br />
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