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X-SJ- FAS 540
<br /> THORNTON ROAD
<br /> DI9ZT TOTAL
<br /> V.No. STATE FEDERAL PROJECT NO. PYaa ALS NOOaMims
<br /> s- 4Q 7 CALIF S-540 (2) 1948 5 7
<br /> Q - Is/4 II/a23II%4 1ts %4 3x —� 10 01
<br /> ,t.
<br /> + 1/4 I"Chamfer.....
<br /> ...., 'h"obam l-6"lon .• -.... ................... ..I"Chamfer.. :... n
<br /> " �— �— + -- --- — �p :s .;;• :•I/2 Chamfer; o1ar. couNTr Roun sac. eXiR TOTAL
<br /> -1 Mo aNesn
<br /> is Cast Steel o� �;F, I ,;' . — �.�,, I� t ' S 540 5
<br /> B Frame /' B a o ° ` D I 'r�oh`.I D '' —t I I Paint Black...
<br /> " �� i l I Y I yn
<br /> i Ih"0 + g 7�! Paint wllltE•., —�—In
<br /> APPROVAL RECOMMENDED__._..._...
<br /> t� i �� ,� �� ,� r5.+�' 1 dnsf�iie?tori-Yn9irie�r'-- - --"""
<br /> �. bs 7 c
<br /> ;Joints: Pipe -�', iv _ _ _ 1-6"lon W 1- 1-
<br /> C CrC D L g r ," A APPROVED A4glhL .:J.S} L9Q9- .........
<br /> Frame to be I12 min. I —— — ——— _ I : 'U$
<br /> Cast In iwa In black Station...
<br /> SEC110n5 " •".
<br /> Ih 0 bars Ih�b"ra F
<br /> s ......al . :.•e;
<br /> 1 0
<br /> O ... ...........................� OD ..o.'" >.;..; �' Y OC
<br /> To accompany plans dated....A41,00/--,(
<br /> ---I .....Lc�49........... R'
<br /> AL LL
<br /> \ I" I" Q� SECT SECTION"D-D
<br /> FRONT ELEV. DOUBLE HEADWALL FRONT ELEV. SINGLE HEADWALL SECTION, SINGLE AND ; w 3 18• _.
<br /> I° 4-il" COVER DETAILS DOUBLE HEADWALLS 1 v o
<br /> ______
<br /> a ,5 Variable 1 , ' „ ` � , ...•Screws.e ...""•.�
<br /> » —+� i l steel cont. �y1 I � „ , "" Retainer Plate + �J
<br /> m — '?' ' + �r6 I � 10� t/2 — I 1 lbs. C.Y. ; OA
<br /> �- c 1 r Single Double "L" S 1. Dbl. S91. Dbl. 1 '^ ' "
<br /> Side Opanills .. End =1 _IY •';. ; „ „ i 1 "ID ` M 1WReflectors ••
<br /> N opening -{- _ — —.- "ems 12 4-0 6-0 2-0 17 26 Q44 0.65 I 1
<br /> } A
<br /> Ec
<br /> h bars•<::::: :;: 1 - — � � 15" 5' 0" 7'-0" 2'-6" 2 -----� 1 "" vi_
<br /> �- 4.
<br /> L --_ " '-►c+ r I I <lr'. _ '"err, II'1 18" 5'-6" 8'-0" 2'-9" 22 34 0.666.93 i i i g
<br /> H
<br /> :•; .bra ,•__----- 1 I 1 rs
<br /> — o� I I 1 tlo tv I ( ( 24" 7'6" 10'-6" 3=9" 29 43 0.98 1.33 t-----' `---- 1
<br /> + rT I h ban ' rr M t,... 1 3 9 0 12-9 4-6 35 51 1.27 1.73 1 1 1
<br /> 1 1 / /z bars' 1- » » , u
<br /> s sl'–
<br /> Pipe ' �.bars ''bQ O s : Kobars:�—.. x 1 » , » , 1 1 I
<br /> . . I 1----------------' '----_
<br /> I I —�-`- 1 " ,D __ =,n �-' �_— ,. : 36 10-6 IS-0 5-3" 40 59 1.60 2.17 FRONT BACK
<br /> l 1 d /z Bar or Riwt I - - !pF:• •,..: 42" 12'-O" 17'-3" 6'-0" 46 67 1.96 2.67
<br /> ' .•2• s. , ;a: 3„ "4"long Castor e; :;;�..; ; : :;;:. „ REFLECTOR INSTALLATION ON GUIDE POSTS
<br /> Welded intoframe 48" 14-0 20 0 7-0 52 77 2.43 3.27 CULVERT MARKER "
<br /> • •." 1 __ 618"% " I �- " " " " » Note: Reflectors to be I%8 Clear
<br /> _ 7h g g 54 15 6 22-3 7 57 85 2.85 3.84 Guide Post same dimensions as Culvert Marker
<br /> " - �' :° ":` 2'-0"--'i L —2'-0" Omit black to and station on Guide Post Stimsonite or U01 Installed
<br /> I.9: :II:::.::•. :.. . . .:. .:.: FRAME SECTION Note: Where'D>54 use standard wingwall design P
<br /> �I 6"h'- 2�- 0" 6»�- 6"!•- D+ 12" 21-Wmin. 6. DETAIL FRONT ELEV."L" HEADWALL SECTION "L" HEADWALL "L" wall quantities are variable in a metal retainer plate.
<br /> Quantities are based on the use of C.M.P.
<br /> 3-2"x6"x20'-0" S4S Sel.Struc. Douglas Fir
<br /> PIPE CULVERT HEADWALLS or D.S.A.H. Struc. Redwood
<br /> SECTION B-B ELEVATION &SECTION A-A :I"Chamfer or Dense Sel. Struc.Port Orford or Alaska Cedar g"k8"'x5"-4"S4S
<br /> d BI d.Struc. Redwood
<br /> kh
<br /> Surface--,, :12 nails:••.•......., or Dense Select Heart Irrig.Gr.
<br /> DROP INLET WITH CAST STEEL COVERk Port Orford or Alaska Cedar
<br /> Earth Backfill ••••••• .:• •:••:: •-• -. "cp ®...., ==: or All-Heart Foundation Gr.
<br /> ' Western Red Cedar
<br /> 3/4 x 14 carriage bolts '/2% W!carriage bolts....,,, :..• N
<br /> ¢ 12"dig:24"lo-11A C.M.P. with cut washers with cut washers
<br /> Ends Bulk hea ed ' . Filter Material ••. v
<br /> -i �3:0"� x I' - -
<br /> A
<br /> 1 1
<br /> > +
<br /> C i ►--- s L J " L l 1
<br /> B .E g g :° 'h"obar,ends a 1 YM� �4"o^� �n 6!-8 6 - 8 1 1
<br /> �6? -1 -N
<br /> j
<br /> L _ ' � n wrappe1214 d with 3 to6 �0j'8 �• D+I'�� FRONT ELEVATION
<br /> + ;: -t—' , pipe g° 14wtre —� /0" SECTION I ....Wcutwasher ''Ncutwashers-- '
<br /> SIDE ELEVATION
<br /> "
<br /> + ; o �.��� Wobarsime Approx.2'—moi 8C4f o
<br /> C'�/, .,.Joint :Joint
<br /> ckboth ways '0 `, �6 UNDER DRAIN
<br /> -' Outlet pipe 2'long- No Slip Joint.` S/,p
<br /> dy L-------------+ Cover may be made In two sections
<br /> If there is no end opening Outlet pipe 6 Ion$ when Slip Joint is used... 4?"04 ✓°i�i� Countersink full depth••• 12d nails,.*. '' Joint--` COUNTY OF SAN JOAQUIN
<br /> ¢ COVER PLANoverlap - ? �6" PLAN "
<br /> •..,.
<br /> 6" 2'-0" 6" " Co"tyj
<br /> 3'-0
<br /> rTw
<br /> Length of cover+l/z Var Install to permit i2"movement••........... LAMINATED GUARD RAIL Civil Engineer License No.104
<br /> gcl'-6"bar 3"min.-1
<br /> 10"to8"taper- not corrugated•••••••••••••"' . :
<br /> T _ D . Oto l5 Fill 15to30Fill 30'to40F111 40to50Fill 50to60Ftll 60to70Fill 70to80F111 80to100F111
<br /> Side - + I End '' ^e Pi Size Spacing Size m Size cin Size i Size in Size Spat' Size Spaci Size i
<br /> �. E Band Coupler.-`**' i, p
<br /> Opening 7 �° Opening 4 CORRUGATED METAL PIPE
<br /> Pipe Anchorto be placed when ,4
<br /> _ 48" 4x4" 61-0"14!'415-6- 44" 4'-6" 4Y 4„ 4,-Oa 4Yx6„ 5'-0" 4X6" 4'-6" 4" 6" 31-6"
<br /> �B" bars —
<br /> � " specified or ordered by the Engr. x
<br /> �%' " 54" 4"k4" 6'-0"
<br /> I i 8 C.M.P. Down Drain=' 0" " 4" G-0" 4X4» 6'-0" 4!x4" 4-6m
<br /> i� % -
<br /> :. A bars•• I I -�•
<br /> _1100 60"':< " `, 6 4
<br /> 2" I Pipe p �; I 'hobs+ + i' 66" 4X4„ 6t0. 4„x4 6„
<br /> i• • f,... 1 '
<br /> "bar ' •'• Collar of 2"pipe...
<br /> a Y ' r r ” 5{ a.
<br /> _ P Pt •. 72 4%4" 6-0 4%4 5-6
<br /> C:• e • T- ' ' � „� " ,� '• `••Upper sills a 04!s 1 r Y% " { »
<br /> 3 weld...... -�- P (continuous) 78 6-0 4 4 5-0
<br /> /4 Round Iron... Com rw scion'' Cf)ntlnUOus " " " „
<br /> • tD _ „ cap 12 longs $4 4x4 6-0
<br /> �;• " :
<br /> 3 tIfD.Ik soft even- 90" 4'x4" 6=0"
<br /> �— used as Siphon) Ih R:•: $rained wood ..gtrut spaced as 96" 4x4" 5=6"
<br /> � � 6" Df 12" 3,-0?."min 6"I • A-� shown in table
<br /> I �2, 0„� � FIELD ASSEMBLED PLATE CULVERTS
<br /> C
<br /> Lower sill.. 60Y 4x 4 6`-0”" 4 6n 6I-0n 46" 5-014rx , 4'-01 Gx6a 5-61
<br /> -6 6x6x 414'
<br /> 1 616" 41-0" 60x8" -0
<br /> a
<br /> SECTION B-B ELEVATION &SECTION A-A Go (Contihueus), 75" 447 6'-0" 4`R 6' 51-0r 4"x6" N-Ou 6x6n 5-0n 64W5-6» 6x8" 51-0» 6xx8x 41-0» 8"x8" 4-6u
<br /> 1 1 » , » ;r, 90 4x " 5-0" 4x6" 4'-O" 6x6" 5'-6" 6x6" 4'-0" 6X8" 4'-6" 6X8 4'-0"8'x8" 4"-6"' 8x8" T-6"
<br /> DROP INLET WITH CONCRETE COVER ' ' r+/w Holes Weld,. 10h „ „ : „ „ " „ " „ „ " „ „ „ „ „
<br /> x� ''. I ; 1 ` I d 105 4x6 5 0 6x6" 6-0 6x6" 4-6 6x8 5-0 6x8 4-0 8x8 4-6 8x8 4-0 8x8 3-0
<br /> 11 �• ! ' Y w r n r » 1 tl N n 11 n n 1 a M 11 / » " " 41-Y
<br /> Y x 1 11
<br /> 120` 6x6 6 0 6x6 5-0 6x8 5LO 6x8 4-O 8x8 4-6 8x8 4-0 8x8 3-6
<br /> 3 Q`Qo 1 - ''IL 135 6"x6 6-O 6=6 4-O 6x8 4-0 8kT 5-0 8'x8 4-0 8x8 3-6
<br /> L111111V.1
<br /> » a { r aL rn / » , N a I a n1x
<br /> Plae • , xY 1xYa1 " Y11a
<br /> Drop Inlet quantitles,inletopenings not deducted » d Note: Compression caps and sills to be 150" 6X$ 6-O 6x8' 4-6 8x8 5-0 8x8' 4-0Based On minimum dimensions t` 3" �- I7 samedlmensiontlmberas struts 165" 6F6" 4'-6" 818" 6=0" 8x8" 4-6"
<br /> 'A"bars "B'bars "C'barsSteel Cont. Cement Grout Timber to be Douglas Fir common 18 6"x8" 4'-6" 8x8" 5'-A" 8X8" 4'-O"
<br /> D No. I U0 I No. L&*hl No. ILength lbs. C.Y. Std.7"Band Coupler` DETAILS OF PIPE ANCHOR -
<br /> IB" 10 1 T-S" 16 2=9" 13 1 3'-9" 86 0.93 p� .......16GuageC.M.P. C: CORRUGATED METAL PIPE AND FIELD ASSEMBLED PLATE CULVERTS
<br /> 24" l0 4'-5" 2 2'-9" 16 3-9" 108 1.12 STRUT DATA
<br /> 30" 11 4'-II" 22 2=9" 17 4'- 124 1.33 C). ,.Cutfor pours openings A-90C9 STATE OF CALIFORNIA
<br /> 36" 11 5-II" 26 2-9" 19 4'-9" 154 168 for pouring grout DEPARTMENT OF PUBLIC WORKS
<br /> Note:"D"• nominal diameter of pipe SPILLWAY ASSEMBLY AND DOWN DRAINDIVISION of HIGHWAYS
<br /> Steel to cont.cover not included in table STANDARD STRUCTURES
<br /> + FIELD JOINT FOR SIPHONS PIPE HEADWALLS- ETC
<br />
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