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G
<br />,... • -_ 4 �t/�'�« A
<br />i1r� A
<br />1 y 1 w'If r,•N
<br />i
<br />t
<br />lrYY
<br />`
<br />0
<br />p = 0.03 6 = �
<br />a Q a Iq a zlrkwd foo ¢'do7fo n dear L ONG'/iU0/N.4L CONSrRM7-/ON J'0/Nr Sk
<br />L �,thod B bars 24 beyond
<br />co�Jf oiaf�ir�o be A001 d O Conf ToJ.' A
<br />s A EF - EC T/ON-D'l,�E T4' DEAD G 4ADS � . � � . " � /
<br />TOTA�C. L B D 1 /o c�crr �irr�ber a�ec,��.
<br />;. ._. _ _ a
<br />The fof l deAlech' ' wX ,be reo hid a/bou 44 ears - r =i. ehf 6' -�- 6 --�-�- 6 d
<br />.',' r` ' a, offer fa seurork rem©vq/ For values �V r`i of fa/sewath IL T - - - - - -
<br />s ide lho. or, y howi% -A by- 4 , . E•-
<br />,K�fi.
<br />Ze deferinined "
<br />7'h e 4/rlvocrn1 af' camber for conJ/`ruc�o krr
<br />o a� `a �,•. 8 ' 114di;l slab reir��rcir�q I .;
<br />�t
<br />ao L Q by the 4i ineer: L 9 Trams verse s/ad ,
<br />PART,, PL AIV _ BENT l I _
<br />C,4 MBER DIA GRA M f/ook o�/ rro�svese
<br />tearsAll
<br />*Gf/here dis�aAce be/green s uvoori Cer/�ers exceeds
<br />- 20 =0' �in>/orcrr/enl sho//,6As shor�r L22 J � �
<br />L 20 /
<br />= L Zo I _
<br />E S an E an _.
<br />r
<br />cant. --, c
<br />1
<br />Edge of slob l0 cont, 6 `,.
<br />X
<br />. i
<br />1
<br />0
<br />T_ Abulmenl
<br />c
<br />I
<br />0
<br />o-
<br />j
<br />Spon
<br />Coo-
<br />firr up S,Oacirlg G� /S rylcyx
<br />_ �---�- bars d0" 6eyaoid consoihf `
<br />measured o%.�9 fj e� / (may behmk. /o clear 11rn6Pr fi
<br />PART ELEVATION-8,a_N
<br />► �'s U � l� ToT. 4 I
<br />XC ��- Spon each side ojcons1 Jo/n
<br />t Xb f Bent
<br />REINFORCEMENT -TOP OF SLAB Abutment
<br />/`nn/STo///'T/nn/ T11/A/T
<br />Q) cont. l0 cont. 1 �" Edge of slab--,,,/.' oe
<br />DE TAIL k
<br />t , LON61 TUDINAL DECK JOINT .�
<br />SECT"/ON I _ IF
<br />BENT CAP"
<br />NOTE
<br />' Xe Xe Ben f
<br />L a/o sv/ices will roof be
<br />,..
<br />wed //7 lnaii rwnforcemehf
<br />X f Xfob 6 1'3" /_ J u
<br />1E Bent I Maw Slab reir7%' ^'
<br />REINFORCEMENT�BOT TOM OF SLAB AB , t ' _1 SECTION B-e
<br />h
<br />L = L_ ength of Span
<br />20'
<br />22' `
<br />�b Size
<br />09
<br />o`9
<br />a Length
<br />42-'0"
<br />46=0'
<br />Size
<br />A'8
<br />#9
<br />Length
<br />/2-0'
<br />15-'0"
<br />�
<br />o
<br />® Xb
<br />d -0"
<br />7-6"
<br />zz
<br />o
<br />` ,Size
<br />17
<br />17
<br />L ength
<br />5�0"
<br />5'0,
<br />V
<br />O Xc
<br />2-6,/
<br />size
<br />19
<br />Q
<br />o
<br />Length
<br />42-0"
<br />lt
<br />6
<br />Size
<br />?
<br />o
<br />q° Length
<br />Q Xe
<br />4=6N
<br />d. Dr.
<br />O
<br />Size
<br />a
<br />�° Length
<br />/0= 0"
<br />/2= 0"
<br />Gxf
<br />T= rhiekness of 5/0
<br />•
<br />r
<br />PROJECT ENGINEER
<br />FILE
<br />--- - --- - - F3RIDGE:
<br />DATE
<br />-y e
<br />DRAWER
<br />J
<br />I� . •, � '• + _ Co/urn ,hors fof..�
<br />ti
<br />Ile
<br />Caro
<br />NOTES ki 45, L1 , place
<br />mant D6toilS '�0�
<br />For slob details not, shown refer to SlobRe/nforCe' �oodwoy Y,
<br />ytC
<br />� Lao- so/ices ire Co/u�nrz bars ' ; .
<br />Will nol be a//oweal :
<br />FQvf wq shall ,be cast' /v
<br />• rle�r� excdva/ior� - /ir�es yvi�h out Q' '• • `.' .
<br />forms. 40 `.S to/ 6
<br />�9crc M111 over- Ia* allrlq sho// be ®rH :' �' '� /6" r
<br />' FED /9 /•f
<br />�Are49sB'obri�airvx� lyasowl,4 Srbfe of Ca1Ar 0
<br />Peasured 4/0y $er} Fa47AeI00,'r
<br />!0 Dexl9w 146wv%
<br />�PE'ifON
<br />XAY /9/i ► '
<br />rs,416r-II'-d�
<br />' ENT COLUMN-5 ABUTMENT BENT '
<br />S
<br />UL
<br />L 0A p/N � j t�$ — 20 - !44 -
<br />? Y% ti { r• ) )yt .#..1r 1 y-'DETAILS
<br />Ay
<br />W
<br />SLAB �
<br />Y
<br />- --- -- ---- -- ------ r -- :-__.--,. � � •' .. HEY TOTAL W
<br />CNECKEO BY DATE SUBMITTED B DATE APPROVAL RECOMMENDED BY DATE �'
<br />p DJ EC
<br />D
<br />t
<br />� , J�A C� ��N R No sHEcrs �
<br />COUNTY OF SA N JOAOU I N
<br />,- � . �% ". ,� • s,�� C'. ��'� . f-� t. �' -� .1 =� -;_00 ,,•, e �'/d /, DRAWING N O . DR / D GE I68Z s 7co
<br />$H.E-E T M n
<br />STATE NO. 29C-280 '
<br />J�.8
<br />r•
<br />
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