|
CHRISMAN
<br />ROAD
<br />BRIDGE
<br />ROAD INDEX
<br />NO.
<br />FILE I
<br />NO.
<br />YEAR I SHEET TOTAL
<br />NO. SHEETS
<br />/969 2 8
<br />6ENE,�AI NOTCY:
<br />- - %lrr1','s �ohrrl�r�s d�recfeo�' fy fhe Eny► - _- -
<br />-4l, 516N:
<br />�h
<br />-: _ - -eQs eXcoyvfed .beyond ��e /ii�if ash©�r� Ors AAS/�© doled /9 65 lyr r�evis�ons on
<br />s -
<br />3 ' PA' ', /�1' `/ 'T 1� 1D T �(� I��RL A Y ,� F - -- - the oall �s-hall ,be 6oc,�r.�`iIlea iv11h Class � '" CCor7c -&1e, as sc�,vo�'e/�er��`ed by 8r'�d9e P�Qr�rl�r�y
<br />- and Design /�/lonUo/
<br />I 9
<br />2. Any o'orr�u es done �o /he efrisfin concrete diQr�/�e/
<br />' /i' ire r srr/l o/ fie eO' W/rac�ors o era /ivr�s shall 6e CONS TRUCT/O/1 / '
<br />q S�`�ndard Specicaior�s D�yrs�on of
<br />i,2' - 12 —.- 3 -.- -. _ - re c�ii^ed of the Confroc yr s �,rd /use vad /v Me req�/rre/�er/�s 9
<br />+ Fofherr - 9 ,ry l96' or�d
<br />As _: o` G'arcr re
<br />o,{ �l�e Bc/%au v� fret%� /dam Hightyoys 4 ed anus
<br />,�Q.' • � � � - �� .. _
<br />27. , f � �r�9 roe �v �` �vr o1,� sfir shall be A 6�/�,' Gnat% 44
<br />f re%iryorce/,Veri r�.�ts L /11Z L ©AD//VG
<br />:
<br />r iPli/l
<br />„--
<br />iA�
<br />Y
<br />i
<br />i c
<br />_ See sheef Y,7
<br />car/si ed
<br />�__..___ 1N�ien cor,✓cre%� ne1 �ira9 ,�'s siioWr� %� shA/ be der os
<br />--choo lr flS
<br />- - ,o UNIT sTRESS£s
<br />i _ ,- -
<br />- {" = - - _ -- - - - - - - - - Reinforced Cawcrele ; Fs = 2&IM9,os/; N - ID
<br />cor/cide s10 e pro�ec�o/� �n /he ,� ec✓�co /ores
<br />A�xess Aa '0 x al _AoQo's sho%/ fe , royrdea` a all ir�es - - - - _
<br />--6. - Me �am.s for /crc'ir� cor.�cre�e ,fd� o�'�' r'ers .s�io�'/ 6e ev/�sfrvc�eo,
<br />i r p 9 P14 E L aADIN6
<br />e sirr>/Qr�eove/ : -
<br />57017
<br />7.
<br />rrlType 9
<br />De'srr_ o/'`' fha erisi�9ridy�e i,F �"Q.sed ors '_/.S-4 _
<br />P/ 9• Sfee/ /es /4 8 ¢2 '
<br />rr-
<br />a. Elastic filler material shall conform to Me Specr`ekations
<br />Of AA
<br />Pref©rmed joint fillet- A.ST/Desi9rrtln D- yp e V
<br />Al,
<br />9 Elcrsl-I 1i'ller /noteriol shall be recut-ed in place with copper
<br />r
<br />1 Qails on /2 `' centers and in oddj'tion a// sueraces Ao be in contact
<br />✓i ih cOnCrete shall with a eoIi�gCO poUd
<br />7-7
<br />- --_ . _ 3.,.P
<br />IQ Progress Schedules will be eeg aired fog- this peo/ec t Qtya' shell
<br />'_ _... _. I r - - I,2 -- 4 . _ — % eor�,`e�-Im #0 Me pro vis /;0/1l of
<br />Sec l �r�rr 8 - J. 04 0,� the
<br />A. Dime Standvrd :,S,�ec�'��c�tior/s . d k
<br />c .r
<br />s
<br />ypr.1/�r ll. The com6ir�ed a9gj-egate gtodin� uses/ in Coact -eta shall he ei titer the
<br />-- l5 - _, or he I a 4dr q a he phion t' th C�ia�racfot-
<br />----- t t
<br />1 me r• gmeAng t "try x gt n o o e
<br />{
<br />57 1 . . . . . . . . .
<br />4. nr.4
<br />- -
<br />r f -- - C'©r�forrn
<br />°-
<br />,
<br />J q m
<br />. Ao
<br />�.risfir/q• le Are fo � _
<br />a
<br />If
<br />r"elvo/n rig ,mace'
<br />\A�\ A
<br />o�-
<br />r
<br />r
<br />-
<br />06V
<br />93t ti
<br />polo
<br />N71
<br />SM.
<br />_ , 871�0 { — — — —
<br />ti. _
<br />;
<br />3
<br />ell
<br />,. , \
<br />//��''AA //J� �//�fj/��///�j
<br />/y/y��
<br />' - o _ /� _
<br />-.,7
<br />l
<br />r.
<br />a
<br />r-r-
<br />a L .
<br />r
<br />94,
<br />v
<br />EX/.SI.` /�G�/�Cf�'__ -
<br />N VA
<br />`
<br />• Q4 ,00'or�a D� Type
<br />,.
<br />Q
<br />V� e
<br />:4all
<br />-
<br />..°
<br />AZ
<br />'�� - hDEP
<br />}�� _aye l' ,t12 A P N
<br />f - E N r.
<br />- - -
<br />17 �. over ' , 3 , B _0 ,_
<br />_
<br />�TN, A
<br />- fir � - a Gl`/1C
<br />N .
<br />,� /ram >'� ,�' l�Sc J`.�1 t�
<br />kr E rj00ATS-
<br />ire -__%er 1�OAB -- -- -- -- I� .,
<br />uu.
<br />. F ��** {p��p y.g, ply p�{�� //�� q. ¢j ry/gFy s(s
<br />-.... r_ a EE*!. ip`� i-#' LI4 Cf i1i _ -_ 4
<br />�•i1e,± �ATlE C€ , .
<br />
|