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,ofl
<br />.,� Sidewalk At " >.
<br />6// 2" 7"
<br />s• o
<br />3/4• chamfer - -
<br />+�4 c nt t •
<br />cont- tot 7
<br />-#5 n @ 30 max
<br />See , c,4 (� (d /8
<br />Note C ,..� - 3'- 0 rain.
<br />N
<br />i-R
<br />*4 x A2 "&30 max-
<br />� /O"min /O #
<br />C Const. jt optional
<br />Gutter Grade � 3" T IAA k\"
<br />�C •
<br />�ifli. Cann it �'('" I `ram 2 / 1..lJ / a' / / � / /. / L /_ / / / - / / /'a,l i
<br />t o f
<br />- 5�,, c� /5 max X' -- e of C f r o8{� Ca n t tot 2 /
<br />5 /-6
<br />lo
<br />s i di of d of connection
<br />*5 cant _ (to be in p/ace c rat to structure ---'' min.
<br />5. X 2 2 C�.�O before deck cone. j 6
<br />TYPE 27
<br />3-
<br />TYPF 278 = 4
<br />Concrete 2.03 cu. ft per linear foot
<br />Rinf i :10.0 E T -• � e orc ng !bs per /inea! foot Concrete 3.91 cu. ft, per MW/ foot 4
<br />C n r e 3 C. Reinforcing: 7.17 lbs. per lineal foot
<br />�- R iri or i g: / .7 s p
<br />i >
<br />3'6 7'r¢nsllion = X .
<br />p Pay /unit Concrete Sorrier Type 27 or 27A Pay limit Concrete Sorrier Type 278 ode
<br />PZ AN OF EAID vzrA/L
<br />Place two additional stirrups mr,nw,n,
<br />1
<br />,r-- M O,can'oin f/a"'rr�iniinvrn and dowels each side of j. ,�
<br />`� oo match `acfuo""/.�onl'widfh oints9" 4 ,a tot . v r i
<br />#v/
<br />. (1 � "Nl7ype /s "1,� rype �7B ,. /"Expanded polystyrene
<br />t• ,1 .. _.. ���t�tit'.. .... ti , ., � ,. .,, i../ � �' , [ < < ,,�
<br />R s '' --.036"gory. sheet meta/ over _ ,-
<br />t I .� %4" neoprene strip. Coot top
<br />N of strip with grease.
<br />Type 27A `6-v 9 "4°/5
<br />or Type 27 �'5 l5 max8r Co f lot. 2
<br />end Ol" r�'OnC! ' o f �M Wall reinf. / Expanded polystyrene •
<br />8arri er END DE TA / L DECK OR WALL JO/N T A T CONNEC T/oN TO STRUCTURE irru 8
<br />See Note 8 / eoc sid e
<br />EL EVAT/OlV 5scale 0
<br />- of
<br />-<
<br />c.7'ee' ,E/ova ionr above'al7d 7^ heel
<br />peivils:this s
<br />� � sN SEP ryP�� l a' •
<br />-. •
<br />9 ` for ��r�
<br />4•
<br />y
<br />Ai
<br />-
<br />Ir
<br />< ,� 6 Ti-onsif��,rz
<br />IA;O TE : ,Felt S ,? A 79 8 for Typ�ca / -
<br />End of Winywall s a PLAN'
<br />3A'N ,. Porobotic Layout
<br />le /g 0 Standard Plan sheet No.
<br />Detail No.
<br />- -CONCRETE BA RRI E R F _
<br />STANDARD DRAWING - REVISION = End det6i1 revised and Para olic Flare OFFICE O F STRUCTURES
<br />State o� DESIGN GROUP
<br />P
<br />FILE No. XS-9-113 DESIGN erR.w. �,�%7� Checked + v,J R�mtl><oaea BY added. R. IVlullins 3-25'76. ""` °4 `QU
<br />� CALIF -OR NIA
<br />DRAWING I2 / 74 DETAILS By R. W t� l Z17y Chrcked � - — R = a � .
<br />// 1"2'v
<br />. //L
<br />we/3�, ea(
<br />'C710AV APIA
<br />N
<br />/ =2" -
<br />013f. I COON I E
<br />E/�ro
<br />/ E VA SON
<br />'L CTL�
<br />LES—JiOTAL
<br />KL /2 tof
<br />o si of, // t
<br />E A/
<br />CIVIL [NMAtN NYN•
<br />0
<br />0
<br />NO TES:
<br />A. Clecronce /o reinforcing steel in roiling to be / ". Longitudinal
<br />reinforcement to stop at expansion joints, and be continuous
<br />of construction joints. Hoirpin stirrups to be rototed /o meet clearance.
<br />B . Roil joints sho// be located at deck and principal wry// joints,
<br />0. Dimension will vary with cross s/dpe .
<br />D. When glare screen is required, see "Concrete Barrier Type 50
<br />E. For Metal Beam Guard R i/ details not�sho n see Std Plans A 77- C,
<br />A77�-0, A79-At A79-8, 779-C and A 9-.
<br />POST MILE
<br />NG,E� CONCRETE BARRIER TYPE 27
<br />DATE DESIGN tWtt1111D11 �� . EDEPARI`MENT OF TRANSPORTATION ENGINEER
<br />I , a SUBMITTED BY
<br />N[altr[N[° CIVIL tNalNttR Murat■ f
<br />• .
<br />PROJECT ENGINEER DATE CHECKED BY DATE,, SUBMITTED BY -DATE.- APPRO1% R COMMEN�JEO�BY PROJECT
<br />s�T.
<br />.Y, GO .N.''f OF AN JOAQU I N CONCRETE BARRIER MACKVILLE ROAD
<br />76 �.w .-Z6 - w,� rn:.,/ TYPE 2 7
<br />' DRAWING NO. BRIDGE No. 1680
<br />r
<br />V�iE,. NAME I Di A�WE1f _-T sNLEr NO. � � � �� �� � � � �TAT� NCB. 29�-OC 1
<br />4
<br />INLrT
<br />TOTAL
<br />NO.
<br />SHEETS
<br />12•-I4
<br />l
<br />
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