|
v,
<br /> ZL/ -7
<br /> S f A N ` ' ' Live Oak Rood
<br /> _-.____.�.-.__._.. .._. ..._._. .__._._..._...__ ___. ._. i:__. _.. ... _. ...._...._. _.. - .,.._....-.mow_.... -. .7_ ._..,..._...___.__.�._�....__.__..... -._.-._...__.__.-...._._.__.._ .._.._...._... .-._� _......_. _.. ....._ _ -_.__. __ ._._ _ _. _... .- _. _« _. .... ..... . ... _......-._ y,....__. .-.. _......._......_. ......-._.._.
<br /> a _
<br /> ROAD FILE SHEET ' TOT AL
<br /> HE/GH T 2 3 4 2 4 .3 4 i �5 � 6 4 5 6 7 8 E TS
<br /> TREN(,TH CLASS/F/CATJO A B C A B (" D a 8 C L� A 8 c� 4 A B C D �A E� C D A B C A B G A B C D A �B C D �7 f3 A t J A F* G A B t, !� I A B C D
<br /> N0. !NDE% N0. YEAR N0. SHE
<br /> '" �" RI6 196 4 4
<br /> MAX. F/L L OVER TOP I / 2/ 32i t J F73 34 46 1 ;` `3 34 46 ' ?4# ' 6 4 ' ,36 6 t 23 34 6 i 6 2,3 ' 4 t 4 4 {2 34 4 ! 4 4 t9 ' 33 : 43 4 ! 19 33 ` 43 ' 3 14 2 5 /4 {''S .� 14 2.5 3 !4 ' i �r' 3 14 { 25 37
<br /> _ . r _ _.. _ _. � _ . __._ �__ w _., _�,_t Y_ _.�_ O _17
<br /> Top Slab Tt_ 6��61! 71 6'i' ! 6/.,..."ll 7/yp 8''a! fid 6 '9 8.j 6 _rr 6-/ 91 6�Y P 9 /01 ' 6" i 9% JOS 7%, 8r ICJ! 7%i B! 'lOr T%: " I /O% ' /2 7% 8% 'IOJ /2 8 9% ? T,,'- J,
<br /> /2 ," 9 2 JZ 8`!2 9 �2 /�"lgJ4� 8 21 9/2J2*144
<br /> Bottom o > I f i r, r✓ ! / 1 / / t ! r / r r I r / / f / 1 / J / / >'. ' ' J t r J ' / 3' T'., '' :•3 /5 T/ lO�' /3 15 J/
<br /> o Slob T� 6 7 .kt 8/2! 6 T., 8 , .9.� 6 ,� 8r 5 . t Jq./J 'a 4lO,f 6 /� 8 /C� ///4, 6r�+ B '�/O. CJI/4 7/} 9.� IIX2 7/q, 9.2f1/ZiT/ ` 9 1I�z✓2 Tr4f9/,� r!/�I2 .7,,�JO¢ f� T Jc? 1� d 0412 r+ alOq 2 41 4
<br /> v Sidewolls T _ 6 6 6 6 6 t 6 6 6 6 6 E' 6 6 6 6 + 6 6 6 6 ! 6 6 6 6 6 6 6 7:l 6 6 6 6 6 t> 6 6 ! 6 7 7 7 8 i 7 7 8 B 1,
<br /> 6 6 6 6 6S 6 6 d e• 6 6 _._ _.__ _. _.. _.._ . _ _.
<br /> o Size Bar '" 5 4 4 5 y 4 4 4 5 4 4 µ4 - t .5 4 4 4 4 5 4 4 4 ,5 �a 4 4 5 4 4 1 5 4 4 r5 4 4 4 5 4 4 4 f 4 4 6 4 8 4 4 4 4 4 6 4 4 4
<br /> e / / ! j ,: ; . f _ t I i _ ... r, ' r { _ y -0 ,
<br /> I / r t / i . 1 J
<br /> c __3 Spocrng J1 / / 9 / :/01 8 T/z; l /t1 8 ! �+ , 8;f /9 O % J9 ! /O 8 4 /0 9 /O 8%2'!O 9 9% , / / 8% + 9%' / ! 8% 9% J/ 8f /Or 9 f/ B/ f0 f2 '�> !O /,{ 2 / I(J ; l2 9 r0 /1 9 / i0 d �n1, i� 9 /2 1G E /
<br /> F , . � ' ? r^ _ i I .. . , -� t �' . - - ^ t- .: -A5 ,18-818-10
<br /> ,Length 10 3 10-2 ,'0 2110-310 2 JO-2 ;0 2 IG .3 IG -tic-2./O-c' /c.'-,�,/2 c'r2 /c"-3 -P 12 2 I`-,3 !22!14-212-2'I2-3/2-2/2-212-2 /4 3 /4-2}/4 c`'�J4-3/42/4-214-3 /4 214214 2 /4-314-214-2 r4-8 JH-4 /d � Jit c /d 41�M 218-2 /tl-wt ./8 e l� c? '8 7 ;t9 S . J .. 18 8 !t/-718-5
<br /> �b S/ze: Bar s 5 5 5 S 5 5 5 5 5 5 5 6 5 6 5 5 6 � 5 6 6 5 6 6 5 6 6 5 6 6 T 5 6 6 T t� e 7 6 6 ' 6 6 7 6 6 7 7 6 6 7 7
<br /> r J. 1 / r I . / ,_. _ 1 / / . r / / J �, , / ; . r ► , 7 ' J / J J / . / J . Note
<br /> :' I or Spocm9 I1 1 / 9 ! / /0 8. f r¢ // A) 8r 7�, 0 8 } :O /0 /2 :0 /0 8 lG 9 10 8I ,/O 9 9/ l/ 8/ 9/ // 8/p 9Cz r/ 8 !O 9 /Z I / 8 ,O /� 9�. ,=O - ,2 . O 12 9 %p ,C. i/J 9r r0 8/SIJ 9.¢ . 0 8,2
<br /> „ ,. _ 9.4 -� , -T, < _ i , - 5 / - - - - - - - � � _ "- �_ _ � .,5 7.1017 J - 18-b" For bcaxes Of height ss
<br /> b/ Length b 9-4 ' 9-4 9-6 .;/ 4 .. 9 !I-8d I-5I/-6 f/-Tt//-8 /3 6U3 6,/3 B/3 613-6 J.3 8�;�/3 6 /3-f�/3 8/3-9;r3 6,/3 6!3-8.!4 rK /. -7 , , F;Ta91r' T 81 9,/ l 7 8,, 91r7/G /TJO,t3 � 8 . ,/ ( /O B 3
<br /> „ � . 9 -. 9 -d .� 6 9 7 . 1 ,� 1 / 6 ! / �-5' /-6.Jr-7;11.5'! !-6'Jr-7 } . , � , ,iter
<br /> �r
<br /> length L� - - - _ '• -r _ _ :"� .. S, _ / _ _ _ _ - - - - - - - 1 _ ' _ r _ _ '. iJ r_ s 1 _ 7- / - J �'- ''8 /✓I/ l8-O 18-i Shown rn tGb1l use ;7&Xt qre
<br /> __ JJ1 7// 4. J 6 /I 7,1/ 8,// 41/ 6// T// B 3513T,/38 /35J3-1/3-8 /35 /36 /38 /39,!35!36 /3-8 /4-x. /, /7 t7 ! 9:175 ' 781 9 . 7E'/, 9; Pr7 / AO 51
<br /> 949 4 � 4 7
<br /> 59 6'. 9 ,� 9 69 9 9 5.9` .5 / J- r -4
<br /> �-- f- . --i- ....# fi + .— {..._ .. .__._..,....,.._.—.._ ._..._-+—.._�- _...__.,.�„_.*— .. -+.—_--..-,.__..-1..._. .._.._.—_—«.._.._..._.}.......R.ti..__...., ._._.-,..�.._:._._ ._.�'--___ __._. _,t-.. .__ #--,__....... — -..-_P .r. _..__. _ __.- __ ,,�;_._ .__... 6- ;ht
<br /> j; l7 t("JUttri (�C`,}1' 'rit JrlaLd.�1t.a�tt C//t (�/.r'2s1�%nJ
<br /> Size, Bar 4 5 5 4 5 5 5 4 5 5 5 / 6 4 S 6 4 5 F, 6 4 'i 6 6 4 ! 6 A 6 4 6 6 4 6---6— 7 k 4 6 6 e 4 6 7 4 6 r,. 7 4 6 7 t ,
<br /> 4 4 6
<br /> c S orcin 1/ !/ } J 0/ '% ! I / '` 1 I /�,' / / / ' ! ! ' ! / ! / I /� l / ! / ' 9 1' 10 /? 9/,�, /0 lfr // .0 Bf, ; r' % 9 JO r1/ and rein/fr rc;n steel, nd make
<br /> p 9 I / e z / . T ro ,� Je o r . la t 1 a B r ,0 9 Ja e�ii�oi 9 s /,�i 1 / 8 9 ! ! 8 . ; 9 1 1 /2 is 9 r J 8 r� J� 9 bra s 12 2 , 2 2, y
<br /> I - } -_ > -7
<br /> I a Len th 4 6 4 6 4-6, 4 6 4-6 4 6 4-6j4 -6 6 4-6 4-6;5-6 5-6 5 6 5-6 5-6 5-6 5- 6 5-6'; 5-6 5..6'5-6 5-6 6-6; 6-6!6-6 6-6 6-6 6-6 6-6 6-6 6-_6 6 6 6 6 6-6 6-6 6 .8 6'-t� 8-6 8-6; 8-6 9-6 8 6 i3-t' E?-f c� 6 8 7 8-7 8 ' 8-8 d 8- 78-88-.9 recti ;.s<�ry Char?q?�s l;"r b 7/ lengths,
<br /> d Dist Top S/ob Tot. Nn, l0 8 6 '0 6 6 6 ! f0 6 6 6 `2 6 6 12 6 6 f2 ' 6 6 6 /2 ti 6 ! 6 /2 6 16 !2 �6 6 J2 6 6 � 6 �/2 6 6 6 /6 , _g _.R !6 a t� M" � J6 9 8 /f 1? 8 8 J6 +�4 H 8 number of SpcCll and quantities,
<br /> ° 8ors 'Bottom Slob- ?ot. No 6 6 6 6 6 6 6 6 _ . - _ __.
<br /> �.__.. _ 6 6 6 6 6 eA 6 6 6 ! 6 6 6 6 6 tP 6 6 6 6 1 6 _ , 6 6 6 6 6 6 6 6 6 6 6 f . 8 8 6` 8 ^ 8 8 H 8 . 8 C B 8 8 8 8 8 8
<br /> Size Bar '� 4 4 4 4 4 4 4 4 �l ./ 5 4 .: 4 �4 4 4 4 } 4 4 4 5 4 4;/ 5 6 4 4 ! 4 j 4 4 4 4 4 5 5 4 5 6 6 4 4 H 4 4 S 4 '� 5 `' � � ' 4 5 7 .'
<br /> j � t /8 ` '//� 0 ! w C''rh 8//� ! /' B
<br /> Bars Spaein�_ ' _f 8 `'8 /8 f8 /8 fey J2 /8 �' 9 IG' 8 f8 Jr`J J8 J8 /2 J0 /O% J8 B r 9 9 /B /8 /6 + /8 I4 8//�' /8 JO 7 /8 I r 9 6 l6 /N tt /� g _._ _ .. ` _ _ ...-.
<br /> S acers Number ± 23 26 29 23 - 29 3P 30 __. _
<br /> -- . _ _ _ __ _ _ --
<br /> _ ...-__, .._.__.-._ _._•_ _._. - T 33 36 36 4r 4 wd4 4. .56 _
<br /> I C n rc t in 4 T ----�— __._ .
<br /> o C e C Y per / ft 70510,5 53,0,5 6,3 .6 !J6 B ? T ,J 1 J 1 47 i.0 H '
<br /> . o p t'� 0 91059063 9a 5 .5806'90 .63 CJ69�08C CJ890.9E0 40.�36i0.9T/.04 .TTCJ9•--OT/O—B�128210.96 J l.3 088. 0 / 9 /3U�93 07I ?5 , -, fit' ', 5. J1�1 /.�,' :, f, ; ;' i 3 ' . 42'.? 66 1,.3-' JSC� '.8. '.? ,'4 i.3�� t'� 2 , 99 ”?,'
<br /> Relnf _•Lbs r 1rn. 11. 8< T4 B4 : 84 79 91 / I r !J 9 a0 J0 O t !/9 / 9 / / / T 5 I ' , /T ' 129 T :' ?.()r 1h 9 J 'S t'C%CJ 's ' >; i ,'r X i68 2:?9 /85 '.9 .? 8 "� ;` / 207 `84 3/4
<br /> _..___. 0 8 8,. .. 9 h 9 6 09 33 /O . . , 6 126 /48 2! 191 /4 , /25 124 / 6 d8 /3 6 5 3-_ l �' _ _ _ _ _�____..._ _
<br /> -� Area A /6 L'4 _ y 3G' 20 3a 40 50 36 T 48 60 T.� 64 Viz; )6 J/2 J2B
<br /> Hydroulic Rodius R 067 c� 86 i G'.! 0,71 094 1.// 1.25 /.00 ' 1.20 1.33 ' Z50 / 3J 154 'I / 87 �? 00
<br /> p -
<br /> Neutra/ Slope / od4 0 . 0 C% 7 " C�53 0.62 067073 0.56 0.59 0.62 086 cJ52 x.54 0 <?" 9 G'.62
<br /> F F
<br /> Head Factor k 075 � 0,55 � 445 � 069 0.49 039 0..34 0450 � 0358 t 0305 O.?. 7J � ,;:7314 0 .262 C;�'�'9 C?2G'6 � 0189
<br /> ']Entrance Capacity Q,o 7C 128 198 86 160 246 � 344 /92 � 296 t 414 j 544 � 394 � 552 724 914 1116
<br /> Des/ n Discharge 0/00 %`J6 214 3L'6 142 264 406 568 3/8 498 682 896 9/0 11.94 1506 t84?_
<br /> A
<br /> I
<br /> /
<br /> c bars —_
<br /> t'v
<br /> T S T 5 T3
<br /> =.tom �, $posers b//bars -
<br /> a } ,.
<br /> '�4;a d+c� r�n1� lryr myon?irk rs S ; X70 l8 t
<br /> - 40/8 ,- both faces ,Radius of rounding = /2 but not t T r
<br /> 'j refleCT�+` 5rclkt iGt Post_ q u // rte '
<br /> 9 —�
<br /> r ..� both wo•,ys. ; less than 4 or more than the -
<br /> ` ; I ckn of ox wall. o born '"4 spacers
<br /> a�.•
<br /> "� csk __ 4 " f // t ' ( ¢ </d ,/ 2S Spas s i
<br /> I,,hx �( � � h/
<br /> o l; ' mr e
<br /> � �[.P�1 e ,� - t I _ __. _.-_ - _ __ _T__...- __.--I____ ___._ _... . . __ _ _._- /I. S .may OG
<br /> _
<br /> F7i°8 '� !
<br /> - - _ —` —
<br /> I 0 8 �r -- - ,-1-- I - - - - 4 posers 8 t- i *.¢�/
<br /> I
<br /> Zr- V n n I. ��arlC3
<br /> s.
<br /> e
<br /> J 1 I - t_tl_ t t - } - f ------ bars �r u „
<br /> ound I C'
<br /> y y 255 4 d 255 O iona/ const.
<br /> /evert Elev 4 .� > pt
<br /> joint
<br /> h ,
<br /> �I - - -- - - - -- - S/o e
<br /> . , DETAIL A ,I, II ' ' A 4 •/2�
<br /> I
<br /> Y i
<br /> ...._.,. � ,} I At / " r, // a 601`S C'-'--
<br /> Z '� �• ��
<br /> 2�0�� 2- 4 `c bars b1 bars ., Reirrforcerrzent for
<br /> interior wails Under 8",
<br /> + i 10 Ery !t I ; ® lir FRONT ¢E:AR
<br /> , SEC TION B -B ELEVATION
<br /> MET sir T YP/CA L SECT/ON
<br /> I--t____.w. _a__,. Extend all /ongitudino/
<br /> .�/�, bars in box wo//s 2`-O// 1 '� (Showing reinforcement for interior walls 8"and over.)
<br /> CULVERT MARKER 1. 5H
<br /> Into heodwo//s. -
<br /> e To be ref le'Ctoriz a +q*.'�� .$'!}pec *d os -,s v7�'
<br /> SECTION A-A on Culvert list.
<br /> METAL MARKER a
<br /> ,
<br /> ' I It
<br /> .. Station Location Quantity Rounding exherior & inferior ` 011S �j I
<br /> IOI+oS Lt. 0 Rt. z SEC T/ON C - C
<br /> 105+48 Lt. I
<br /> ' r 109+45 Lt. Rt. 2 T YPE rrD
<br /> I k
<br /> 112+43 Lt. 1 8 / 60F;�,
<br /> - 115+56 Lt. 1 r.
<br /> STRA /GH ; HEADWALL AND ENDWALLS
<br /> ,
<br /> 118*a 1 Lt. > I I. I
<br /> / 127+25 Lt. f L JL �) '< '
<br /> '
<br /> TOTAL 9
<br /> 1a r
<br /> 1
<br /> 1 .
<br /> 4.
<br /> �- /77
<br />
|