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<br /> k ',1K0- .0^�Icr0e footlri 'ocrr : r panyp,`�7r�s�+dr doted—
<br /> ',110
<br /> - _._
<br /> Steel or Mood Line Posts
<br /> Neutral axis s a(1
<br /> =aveVTE P .,M►aes To,
<br /> f24Dia concrete Typical Post Spacing
<br /> - -
<br /> - ► ---,- _ i footing Lire - _. .
<br /> -i Pbst r _ L- - -- 2 Min,
<br /> V max.
<br /> `i !-6li ® a
<br /> •. --- -- __ . - I _ _ CHIEF-OFIFICt OF T AFFIL
<br /> i Bock of Rail for Straight Section REGIStEREO CML ENsINEER M0. 1!210
<br /> .- I Ae►•RovaEo
<br /> September 16,1977
<br /> -21
<br /> ci! 0. 111Nom. 2 Toper or Flare according to Pians
<br /> „ „ '= Traffic
<br /> lr 50' Minimum i 12'- 6” added for 1
<br /> ( AN breakaway COk TerminalHex nut for
<br /> -11100 is as 5/e"# bolt,
<br /> 6"x 8 D.FPost 6 x8 D.F Posts
<br /> _ ` " --- – - -- Either fulletc ation
<br /> \ weld or bend b fit
<br /> '" o •Machine bout w/pet
<br /> - --- 1 - t weld washer on frau foeis at
<br /> 26i i _ _ _ _� x ��►, -.— _ __ -- moi - _ -�— _ _ neutral axis of rail.
<br /> tat 3" �$ 74 If% u . ,'� L a L . L _j U J L`j' L 4 `,�,`^„` „ _ d + as
<br /> TER AL CONNECTOR
<br /> _ Neutral axis
<br /> - - -. _ _ _ _ _ .► _ /.t Plate
<br /> _..«.._._.•_r1A
<br /> 1 9
<br /> TYPE 6 �� I I `
<br /> _ TYPEA I I L ,r,� ,23 ;
<br /> _ Site Note 2 ELEVATION � !a
<br /> 14 Plate I�i2 I
<br /> x'9/32 x I I/; Slots for as tloa Weld 2 3/0
<br /> I Splice BoNs 6 - 6
<br /> Tai minal Co mwilMMrFor 5 • Bolt
<br /> I p40
<br /> !'iostud 116. 5 Ott on neuter axis Metol Boom
<br /> !a !a a
<br /> Thread enti s 3/e 3/4" e 10o be Guardrail
<br /> bF Port I
<br /> length
<br /> a ( I - g swigs COt'x�CMd — S&CT, IQN A A
<br /> or
<br /> i as ti " a! ar7l
<br /> —, €-
<br /> I 4% 44� I ¢ SPL 3 x 2 ,� x %Return Sectio /4 weld all oround%. -12 lic is2SWAGED FITTING ANDSTL O Hex nit for I"stud
<br /> 1'" I 1�1A I)E I aZM H �1N11 w a l eG x8xS -40.FPpst d x 5 -4 D. F. P111tt . 6i 0
<br /> "V,%VCorriq�e Doll Terminal Section
<br /> P
<br /> ..,, ,....._._.. _e..
<br /> rj,
<br /> 14
<br /> I /"Cable p/tto nut tend Type C d it/ "Dio. hWe in"Die � 4 cut wol�tltelt► Stt ord swoged wriectIon-
<br /> Ploto fott3/ " ceable
<br /> !
<br /> 40
<br /> ANCfiQR PLATE -DETA10,
<br /> -- -_-___ ConcWe Anspor Concrele A 10r
<br /> tfJ Nom. 324 3* NOTES
<br /> att/6 o!s
<br /> JILI A L ECT - '00VAT M . 18° ? 1 . Used with Steel or WDod Post Guardrail .
<br /> a g/ e e w/ . dor Trailing and of +Q� or- rail 0djocent to one-war roadway
<br /> !
<br /> 4"
<br /> ° !! 4„ " wafters 0% fronttce `3 omit Terminal Se,�tion, Next to list posh to be a Line Post.
<br /> 3, For details mot showy see Stonrarc# Pttelts.
<br /> t' 4. Posts to be centered in concrete oo*g.
<br /> iI End Post AS BUILT
<br /> I - 1 * _.. .»..__ 1 6 x 6 x -4 CORRECTIONS BY
<br /> I I d. '
<br /> 0.17pl ost Mchor Pl,te `` Coble --- NO CHANGES men L.,�a„
<br /> �;
<br /> N " is
<br /> ' `- -
<br /> as �. d xQ x 0./i Gut NOTE ' SATE o-
<br /> This s e -
<br /> ",IiC_ _ _._ • C�Io. hole
<br /> gd. pipe _�. a P �et� s n .
<br /> d �"�'1 Washer
<br /> r T Is 1a11 h . �� slap r�
<br /> Two
<br /> _ jg _ cge 31 of the Stand. rd Pions dated Mar0h , 1977
<br /> aal4� y,aa 2l4 MQ Ground Lim (2_375*0.0)
<br /> r
<br /> Wq
<br /> i
<br /> !i ir► ( � I ' I �� x IS' 6 / +LL-
<br /> 6 1
<br /> 1 r.!:t. ., r .. �, .�� Weld wile fab#* --•I'.)' ,T,1- _ "� i - I S F t. 1 A L DETAILS
<br /> _ .f
<br /> i I r 1 i 1 I 24"Q�ia Concrete AnchgMe ' ! 1 I is "
<br /> TERMINAL W""'TION TYPE (; ��'�s "� �+s J��,r,,,.___ _ r ��.1 Fort1M soCkit in concrete Mb receive 6 x 8 Po or fOGae CABLE ANCHOR �..Y
<br /> __......._ �_. .,a ,._ ------- (Two Posts OMly ) t
<br /> I
<br /> 411
<br /> ,
<br /> co;ncr �r G t wit of
<br /> 9
<br /> _
<br /> a.
<br /> `R
<br /> fig
<br /> PROJECT ENGINEER DATE CHECKED
<br /> BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE PROJECT LIBERTY ROAD SHEET TOTAL
<br /> p COUNTY OF SAN JOAQU I N CABLE ANCHOR ASSEMBLY (Breakaway) No. SHEETS
<br /> /79 — DRAWING N0. /O /8
<br /> l�
<br />
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