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<br />PRINTED ON DIEPO NO, 1000H-10 CLCARPRINT FADEOUT
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<br />PRINTED ON DIEPO NO, 1000H-10 CLCARPRINT FADEOUT
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<br />PRINTED ON DIEPO NO, 1000H-10 CLCARPRINT FADEOUT
<br />A 6
<br />�
<br />. . ..... .... .. ty/Nf, . ... ...
<br />Nom.
<br />Its KI—i! �_!AW?9
<br />Tolerances
<br />1.
<br />0,oq, ... . ... . .... .
<br />Noma.
<br />0 to
<br />LOP Nom.2 ° I d'," I ���^^^---^-� _.-. ' ,°.a,,,qa Docemher 10,1 7
<br />-114
<br />151� R NOTES:
<br />A us
<br />I, All holastst
<br />'11r, R
<br />OF
<br />f, "ie, A 2, Roil motirils to block with boll on approaching traffic old* of
<br />_4
<br />block and post web.
<br />ro, obo,' 3. Block mounts to post with 2 bolls staggered. Lower boll on
<br />approaching flat tic side of block and post web.
<br />...... - -eo
<br />- - - -
<br />------ el, For EndAnchorogo Sam Standard Plans A?7-D5,A79-C,A79-D.
<br />5. Terminal sections will not he installed on the Foiling end of
<br />9 Vold it placed adjacent to one-way rood..yo.
<br />0,108, -Na- 7 -0.108, 6 C orilroclor MY u4nnit ofte,natIrt POST details for Entilnow's
<br />Q RN _51C T1 Q _4 A I"10 21j* s- oil No..
<br />W.—, OKI-4IJ
<br />ILR HRU
<br />MlqAL SECTION SECTION L_
<br />TYPE 'A* TLR_M_1NAL._KU!QU RAID ELEMENT
<br />TYPE 'S'
<br />14 11
<br />Ili ya ase
<br />Is 2r
<br />Ile ly or 0
<br />OFF
<br />r Plot®
<br />% J_
<br />IF
<br />0 1�11T
<br />jy F__ FRONT I I SIDE FRONT SECTION 8-8
<br />0
<br />aAc L-1:nO 187�5"hi- - -----
<br />54"A BUTTON HEAD BOLT FLAT PLATE WASHER
<br />W6X& STEEL 131_0.CK
<br />Aj
<br />tz SIDE FRONT
<br />e' 6" Rail S lite got k -up Plain Dole Wen
<br />B.Ck-p plot.
<br />.If Filorwort no work -2, $testat D' k
<br />0-11)1-
<br />N - (Each black 10 be .1 to h.d
<br />#
<br />1-4 1.c
<br />Ilcm 0. to Post ./1. 0 s /;dio be.
<br />4 _�4 oil 4loni-i I..P in 14.1lioni of traffic bolls, 540 Not. 31
<br />G_d Lime of
<br />PrIl I., hould. S.I
<br />In 'cu Traffic 8011 ./h.s
<br />r
<br />- D` . .4 11.1 Plot$ ..she, I.Fle, Falling
<br />I PLAN IKIW- (So. Note 2)
<br />pftsl a oil $1.
<br />IV" deep .... -------
<br />sle to
<br />zsDi•yksv. BACK-UP
<br />_ O Pj=AIL
<br />(For c5a between guard rat and
<br />5'. i,'y a".,- Ieoa -1 t.". -h steel block at posts bstivoonPost spacing 6'-3" C to C
<br />ELEVATION
<br />....... ria 4 toil splices
<br />METAL BEAM GUARD RAIL WITH W6 x 8.5 STEEL POSTS AND BLOCKS
<br />I op.n 4-c hon DO 1, of III
<br />fRAl_ SPLICESTATE OF CALIFORNIA
<br />BUSINESS AND TRANSPORTATION AGENCY
<br />DEPARTMENT OF TRANSPORTATION
<br />'/a"o RECESS NUT STEEL POST
<br />METAL BEAM GUARD RAILING A77—C,8S
<br />fj
<br />N/
<br />AIA a
<br />'x,
<br />/A
<br />O
<br />i -A
<br />�A,
<br />lj,_
<br />.. . .....
<br />Z p A
<br />x
<br />�v
<br />SUBMITTED BY. DATE W10*
<br />Z6 _7 1
<br />RONALD P. WELDUM R.C.E 16835
<br />Uso reinforcement for H°
<br />6 8 /0,
<br />0 or S/,Ps Tap Of War/
<br />tD
<br />Trip of rooting
<br />Option'/ rnlf"q I l",
<br />1 4Loyouf or, -
<br />L.
<br />'_OUr �EXARPLE
<br />`191101
<br />11111af.,
<br />top of to
<br />and of Ii
<br />H116'
<br />9CF0 CONCRETE IIIIINGI, - I . A L .
<br />4 -IS 4_lq: 5
<br />-70
<br />4,
<br />Cavort Votes,
<br />"n" 5"Ost's A, -/OOOP $I, n,10
<br />ma,in, roe Pressure ./4 ro"/$q rt.
<br />C/.
<br />N 'al6"orio'"ed '" and floraof floof _rwings may
<br />O�y11#h1 suit
<br />Corl"if'on, soca.......
<br />in the hold Wo//s rtes,orld for 'I'livelld sutchorve,
<br />Iff /;A)P"o $11rho,ge not 10 0,clod 5'In
<br />plus
<br />Olmen$Wls E1#v Van.
<br />(as OWr)` we shown on The plans.
<br />WON Avant may 60 O'Colo'ed by 6"holtre 90"Or lo,#,, it"alf,
<br />odl-c-It C110-0 it 11r1d1,d,h,,
<br />9r7(7.7171a 1 -7-1111-7717711
<br />'4 All, q top
<br />at .0/t
<br />'4 A (0,
<br />nKW
<br />of Frat
<br />Vbws
<br />Fr// NOTE 0"'d r
<br />4 14
<br />S -d,
<br />ryiM
<br />AC �gFylTr
<br />.°anorcm. AUGUST 10 197
<br />Out;,, Iro, � I
<br />tv Angle of flo,,'
<br />--' I r'aa,jr
<br />-'4036
<br />1
<br />'Shot Y80's
<br />--------------
<br />w amok
<br />10 sla,0410 Ron —
<br />oll""v
<br />9 R
<br />rot 7 . 4, ral- 7f
<br />Short 071h^ L
<br />rYPI T( r YP/
<br />CAI SECTICiN
<br />TN ?U le
<br />_&_IX �THR
<br />U 16'
<br />3'4
<br />J
<br />7A
<br />4jFrIQ 12
<br />'4
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<br />.7
<br />"'0C I - -1, A
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<br />0
<br />NO REVISIONS DATE BY
<br />r r*w,,,,
<br />- A,&
<br />roe of slope✓
<br />CIO` ^a t",
<br />Bora in
<br />A0 IF wings, pxcapP
<br />"c"O.
<br />I_Trr_0"o,/ x
<br />_j.
<br />_PL A
<br />Where (f,,v,`H"_ds 9'a, I-orlt of
<br />/
<br />H:Pllce !yrp
<br />.10,nr rwor wli.lion De
<br />Zor'y Do r,o"ect OZ rp'tz"*r to
<br />it co,f,ons a this (told.
<br />_LND EL EVATlOL
<br />TYPE 'A-"
<br />$TATIE OF CALIFORNIA
<br />BUSINESS
<br />AND TRANSPORTArION AGENCY
<br />DEPAPTMENT OF TRANSPORTATION
<br />BOX CULVERT WINGWALLS
<br />TYPES IFNI, "B" 8,"C"
<br />N
<br />..... .....
<br />'TQ rt
<br />I 'N
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<br />A
<br />A 6
<br />�
<br />. . ..... .... .. ty/Nf, . ... ...
<br />Nom.
<br />Its KI—i! �_!AW?9
<br />Tolerances
<br />1.
<br />0,oq, ... . ... . .... .
<br />Noma.
<br />0 to
<br />LOP Nom.2 ° I d'," I ���^^^---^-� _.-. ' ,°.a,,,qa Docemher 10,1 7
<br />-114
<br />151� R NOTES:
<br />A us
<br />I, All holastst
<br />'11r, R
<br />OF
<br />f, "ie, A 2, Roil motirils to block with boll on approaching traffic old* of
<br />_4
<br />block and post web.
<br />ro, obo,' 3. Block mounts to post with 2 bolls staggered. Lower boll on
<br />approaching flat tic side of block and post web.
<br />...... - -eo
<br />- - - -
<br />------ el, For EndAnchorogo Sam Standard Plans A?7-D5,A79-C,A79-D.
<br />5. Terminal sections will not he installed on the Foiling end of
<br />9 Vold it placed adjacent to one-way rood..yo.
<br />0,108, -Na- 7 -0.108, 6 C orilroclor MY u4nnit ofte,natIrt POST details for Entilnow's
<br />Q RN _51C T1 Q _4 A I"10 21j* s- oil No..
<br />W.—, OKI-4IJ
<br />ILR HRU
<br />MlqAL SECTION SECTION L_
<br />TYPE 'A* TLR_M_1NAL._KU!QU RAID ELEMENT
<br />TYPE 'S'
<br />14 11
<br />Ili ya ase
<br />Is 2r
<br />Ile ly or 0
<br />OFF
<br />r Plot®
<br />% J_
<br />IF
<br />0 1�11T
<br />jy F__ FRONT I I SIDE FRONT SECTION 8-8
<br />0
<br />aAc L-1:nO 187�5"hi- - -----
<br />54"A BUTTON HEAD BOLT FLAT PLATE WASHER
<br />W6X& STEEL 131_0.CK
<br />Aj
<br />tz SIDE FRONT
<br />e' 6" Rail S lite got k -up Plain Dole Wen
<br />B.Ck-p plot.
<br />.If Filorwort no work -2, $testat D' k
<br />0-11)1-
<br />N - (Each black 10 be .1 to h.d
<br />#
<br />1-4 1.c
<br />Ilcm 0. to Post ./1. 0 s /;dio be.
<br />4 _�4 oil 4loni-i I..P in 14.1lioni of traffic bolls, 540 Not. 31
<br />G_d Lime of
<br />PrIl I., hould. S.I
<br />In 'cu Traffic 8011 ./h.s
<br />r
<br />- D` . .4 11.1 Plot$ ..she, I.Fle, Falling
<br />I PLAN IKIW- (So. Note 2)
<br />pftsl a oil $1.
<br />IV" deep .... -------
<br />sle to
<br />zsDi•yksv. BACK-UP
<br />_ O Pj=AIL
<br />(For c5a between guard rat and
<br />5'. i,'y a".,- Ieoa -1 t.". -h steel block at posts bstivoonPost spacing 6'-3" C to C
<br />ELEVATION
<br />....... ria 4 toil splices
<br />METAL BEAM GUARD RAIL WITH W6 x 8.5 STEEL POSTS AND BLOCKS
<br />I op.n 4-c hon DO 1, of III
<br />fRAl_ SPLICESTATE OF CALIFORNIA
<br />BUSINESS AND TRANSPORTATION AGENCY
<br />DEPARTMENT OF TRANSPORTATION
<br />'/a"o RECESS NUT STEEL POST
<br />METAL BEAM GUARD RAILING A77—C,8S
<br />fj
<br />N/
<br />AIA a
<br />'x,
<br />/A
<br />O
<br />i -A
<br />�A,
<br />lj,_
<br />.. . .....
<br />Z p A
<br />x
<br />�v
<br />SUBMITTED BY. DATE W10*
<br />Z6 _7 1
<br />RONALD P. WELDUM R.C.E 16835
<br />Uso reinforcement for H°
<br />6 8 /0,
<br />0 or S/,Ps Tap Of War/
<br />tD
<br />Trip of rooting
<br />Option'/ rnlf"q I l",
<br />1 4Loyouf or, -
<br />L.
<br />'_OUr �EXARPLE
<br />`191101
<br />11111af.,
<br />top of to
<br />and of Ii
<br />H116'
<br />9CF0 CONCRETE IIIIINGI, - I . A L .
<br />4 -IS 4_lq: 5
<br />-70
<br />4,
<br />Cavort Votes,
<br />"n" 5"Ost's A, -/OOOP $I, n,10
<br />ma,in, roe Pressure ./4 ro"/$q rt.
<br />C/.
<br />N 'al6"orio'"ed '" and floraof floof _rwings may
<br />O�y11#h1 suit
<br />Corl"if'on, soca.......
<br />in the hold Wo//s rtes,orld for 'I'livelld sutchorve,
<br />Iff /;A)P"o $11rho,ge not 10 0,clod 5'In
<br />plus
<br />Olmen$Wls E1#v Van.
<br />(as OWr)` we shown on The plans.
<br />WON Avant may 60 O'Colo'ed by 6"holtre 90"Or lo,#,, it"alf,
<br />odl-c-It C110-0 it 11r1d1,d,h,,
<br />9r7(7.7171a 1 -7-1111-7717711
<br />'4 All, q top
<br />at .0/t
<br />'4 A (0,
<br />nKW
<br />of Frat
<br />Vbws
<br />Fr// NOTE 0"'d r
<br />4 14
<br />S -d,
<br />ryiM
<br />AC �gFylTr
<br />.°anorcm. AUGUST 10 197
<br />Out;,, Iro, � I
<br />tv Angle of flo,,'
<br />--' I r'aa,jr
<br />-'4036
<br />1
<br />'Shot Y80's
<br />--------------
<br />w amok
<br />10 sla,0410 Ron —
<br />oll""v
<br />9 R
<br />rot 7 . 4, ral- 7f
<br />Short 071h^ L
<br />rYPI T( r YP/
<br />CAI SECTICiN
<br />TN ?U le
<br />_&_IX �THR
<br />U 16'
<br />3'4
<br />J
<br />7A
<br />4jFrIQ 12
<br />'4
<br />L1EVAr10,V -4 tj 0
<br />ocrAlt r
<br />L" I H 6
<br />. ........... �.J_ '7"Y1
<br />W
<br />DIA
<br />.7
<br />"'0C I - -1, A
<br />k 2
<br />0
<br />NO REVISIONS DATE BY
<br />r r*w,,,,
<br />- A,&
<br />roe of slope✓
<br />CIO` ^a t",
<br />Bora in
<br />A0 IF wings, pxcapP
<br />"c"O.
<br />I_Trr_0"o,/ x
<br />_j.
<br />_PL A
<br />Where (f,,v,`H"_ds 9'a, I-orlt of
<br />/
<br />H:Pllce !yrp
<br />.10,nr rwor wli.lion De
<br />Zor'y Do r,o"ect OZ rp'tz"*r to
<br />it co,f,ons a this (told.
<br />_LND EL EVATlOL
<br />TYPE 'A-"
<br />$TATIE OF CALIFORNIA
<br />BUSINESS
<br />AND TRANSPORTArION AGENCY
<br />DEPAPTMENT OF TRANSPORTATION
<br />BOX CULVERT WINGWALLS
<br />TYPES IFNI, "B" 8,"C"
<br />R. P. WELDUM U ATE S I INJC.
<br />CONSULTING CIVIL ENGINEERING
<br />R.C.E. 16835
<br />243 E, CHANNEL STREET
<br />STOC KTON, CALIFORNIA 95202
<br />(209) 462-3870
<br />DEPARTMENT OF PUBLIC WORKS
<br />SCALE APPROVED BY: DATE SHEET NO.
<br />DESIGNED BY
<br />DRAWN BY
<br />zp OF SHEETS
<br />TRACED BY
<br />- --- ------------ JOB NO.
<br />CHECKED BY j
<br />)A
<br />ki
<br />N
<br />..... .....
<br />. ....... . 41
<br />�8
<br />T
<br />x IY')
<br />A
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<br />... ... .. ..... ------- --- ..... .....
<br />. . ........... . ........ ..... .
<br />'A r '4 4
<br />'4 1-4",
<br />X C,
<br />d f �ij
<br />'p
<br />r
<br />R. P. WELDUM U ATE S I INJC.
<br />CONSULTING CIVIL ENGINEERING
<br />R.C.E. 16835
<br />243 E, CHANNEL STREET
<br />STOC KTON, CALIFORNIA 95202
<br />(209) 462-3870
<br />DEPARTMENT OF PUBLIC WORKS
<br />SCALE APPROVED BY: DATE SHEET NO.
<br />DESIGNED BY
<br />DRAWN BY
<br />zp OF SHEETS
<br />TRACED BY
<br />- --- ------------ JOB NO.
<br />CHECKED BY j
<br />)A
<br />ki
<br />
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