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<br /> DSV "O STATE iCDEN AI PROJ Err N. yEwR I f.0. SNFE.S
<br /> CALIF 1 3 643 (2) a 64112 I Ig 1 $O
<br /> - -,2'-3„
<br /> C Q 134 IU4 11%g I�t 3 I " r 10
<br /> } D I" 1�4 I `0 « : `: Standard Bronze Cap Marker
<br /> •
<br /> Chamfer" ,A_ Chamfe •«<•T
<br /> • h bard 6"Ion oo •'I r•-�•• °
<br /> ,:..•� I -- long... t -- co , `..o :�a...:, to be furnished by the5tate: DA.. cou"n RU«,. •«.�oN ,,,, �,,.,.,
<br /> Cast Steel �� •.F — lt- , X S.J. 19 20
<br /> B Frame I B-
<br /> �'_• _ ]Pi�e.
<br /> � r${ ! 7�2 9 lD D-
<br /> z� �. Approval Recommend ,i _Joints ' �, o -- I b:i
<br /> C f IL-610ng A 'St nt State Highway Engineer
<br /> Frame to be l• -- D�2=1 'min : t-- — -- -- ', A;pr..ed 1949
<br /> cast in two �- October 28, _
<br /> sections - i .,e 1/" hers•.....
<br /> ' /2 bars........ ........ � z
<br /> o I' :. 1"Ch amfer
<br /> �� � I � " I IS � - State Highway Engineer Civil En se Ho.?Gbit
<br /> T �E -1 l -J 2 0 Ground Line..:
<br /> • ' To acco."p•nY puns dares
<br /> Q FRONT ELEV. DOUBLE HEADWALL FRONT ELEV. SINGLE HEADWALL SECTION, SINGLE AND
<br /> I I'
<br /> SECTION"C-C" SECTION D-D Top6'to'be
<br /> COVER DETAILS DOUBLE HEADWALLS poured with_
<br /> II side forms
<br /> —
<br /> LIE i6 Imo —Variable Dia1----- _ ip 1 /2 lbs. C.Y._ - 10" /2- - 10 pp CO S N A UIN
<br /> " peBI Oce-- - v+ li � Single Double "L" Sgt. Dbl. $ I. 0b1. N UNTY OF A JO QSide O nin End o n = 1:, ning �'a T -w Chamfer. ; ' 12"' '-0" 6'-0" 2'-0" Il 26 0.44 0.65CL.y/2 bars . 5P5. 0�-I i' \f G� County I T 0" 2-6" 20 30 0.58 0.78B bars T— o o d _N I ��' `a�� I-� Civil En sneer Licence No.104
<br /> I•• .. �a�' f I 18' S'' 6" 8'-0" 2'-9" 22 34 0.66 0.93— ii D �F�o?` ` sx 24` T 6" 10=6" 3' 9" 29 43 0.98 1.33
<br /> Abers i yzbars: b' ot ' 4 `i . - aN <; l I30' 9' O" 12=9" 4' 6" 3551 1.27 1.73
<br /> i C bars v ° — ;... ./2 ba °. :. «„ � :e.<�. < 36" 10-6 15-0" 5'-3" 40 59 1.60 217 CENTER LINE MONUMENT
<br /> � ° ^ 3 0 -- `�zBaror Rivet P 42" 12'-0" 17- 3" 6'-0" 46 67 1.96II ': ? ' 4 Ion .Cast or ( I _ I ^: ' °Io I < r. 48" 14' 0" 20=0" T 0" 52 77 2.43+4_ 11 I v _ ; WeldeCintoframe / —1— ° ° ' 54` 15'-6" 22=3" 7-9" 57 85 2.85 e . an 18"°/c 7'z 9"0" 7/z 7;z 9" T/Z
<br /> -------
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<br /> ' " • " ' ` � '° C : < °"' =^` FRAME SECTION 2'- 2`0" Note: Where D> 54"use standard wingwalldesign
<br /> 6" able
<br /> 2'- 0" 6"�- -I 6" D+12" 2' 6rrlin 5' ••– DETAIL FRONT ELEV." HEADWALL SECTION "L HEADWALL L"Quantiall ties
<br /> edontare heu
<br /> Quantities are based on the use of C.M.P.
<br /> SECTION B-B ELEVATION &SECTION A-A PIPE CULVERT HEADWALLS 3/,6 Copper wire 6"long
<br /> DROP INLET WITH CAST STEEL COVER
<br /> Q Surface.... ,::,,.:._,:,:..
<br /> C M1C I
<br /> 2'Il" Earth Backfill •. io
<br /> -
<br /> Filter Material' " _ e�, I '
<br /> c „ HandleQ�Q I I r
<br /> B oo , 6 I I B c '0 1 �t- 1I� %z ebar,ends
<br /> a s L j I I I I lapped 12'.. .:..c::b... M 6”
<br /> �E =m -Pipe-- d ^� *14 wire D Cement Grout 6" 6
<br /> C N 1 C I c e (r-�� 14 wire 12'dia.-24" C.M.P.
<br /> -- '� ��� •3 "4 EndsBulkheaded ''•., n _'o Std. 7" Band Coupler
<br /> i i I - I .\ ' .. .... tSg SECTION I6 Gauge C.M.P.
<br /> r> o I I /c both ways
<br /> � I `--!••---�--•��J 16/2x60 mn •., /
<br /> T ,J-1-----------u Cover to be made in two sections 'if 84 Cut 3"x3"openings
<br /> Wer e \ e� O-E......... Letter in one face only
<br /> r d/ C for pouring rout
<br /> >m° COVER PLAN 2y+��. UNDER DRAIN P g g Recess to be /ginch
<br /> �K ••o Q�
<br /> 30 to 60 I o�8 R/W MONUMENT & FREEWAY
<br /> a e 6' 2'-0" 6° Var. Length of cover4 /x' r.
<br /> -on $ ' I 9 / ACCESS MARKER
<br /> �n 3' o"— 3"min a �Approx.2'� 81�Mp �Mp FIELD JOINT FOR SIPHONS
<br /> :.•� V I c E -aH- , _ Outlet pipe 2'long- No SlipJoint,Side \ �` /p
<br /> Open ngk. E > i — Ope"ng 8 ii Outlet pipe 6'long when Slip Joint is used...... 04 �O%nf oif. 0'to 15'Fill 15'to30'Fill 30'to4UFill 40'to50'Fill 504 60'Fill 60'to70'Fill 70'to80'Fill wto100'Fill
<br /> �: .
<br /> ` .... ' ------ -C c- �6" Pipe Size Spacin Size Spacing Size Spacing Size ing Size Spacing 5ize ISpxing Size *ir>g Size ing
<br /> 2�- " Overlap•.•• ' ' ., Note' Compression ca and sills to be
<br /> Burs _ �/ CORRUGATED METAL PIPE
<br /> same dimension timber as struts
<br /> ^ ii bars_•• ; i I o ° Install to permit 12"movement 48" 4"x4 " 4'x4' S'-6" 47x4'14'-6" 4x4" 4' 0" 4'x6" 5' 0" 4z6" 4'-6" 4x6" 3' 6'
<br /> }" Timber to on
<br /> e 3t P y be Douglas Fir comm
<br /> Pipe o �� 1I/i4bars 'o ° L h 54" 4'x4' 6' 0" 4"x4" 6' 0" 4z4' 5'-0" 4'x4" 4' 0" 4z4" 3'-6" 4"x6" 4' 0` 4'x6" 3' 6"
<br /> AT
<br /> �— i i I"C"bars• 10'to8"toper- not corrugated ' "" 4z4" 6' 0" 4z4"
<br /> -I--
<br /> ° « \\ r QG� 66" 4'x4" 6' 0" 4"x 4" 5'-6"
<br /> ih J i
<br /> c •N "?',n. M _<.�: ; d s Band Coupler••'' .,J �r `. eo. 4" 0' 4x4" 5'-6`
<br /> -- -- ---- v it Upper sills 78„ 4 x « 6 " "
<br /> (continuous)) 4x4 6' 0 4x4" 5 0
<br /> Pipe Anchor to be placed when Compress on ' continuous
<br /> specified or ordered by the Engr. ' " •,.a; cap 12"long; 84" 4114" 6'-0"
<br /> 'fz°bars -f " „ soft, even- 90" 4"x4" 6'-0"
<br /> 6 D+ 12, 5-Oh min 6' / J 8 C.M.P. DownDrain.- �\ grained wood
<br /> SECTION B-B ELEVATION & SECTION A�1 -•-Strutspaced as 96" 4x4' S' 6`
<br /> "e " ° = shown ile
<br /> 7/2 ►{ � "4 • 3/4 Round Iron.... Weld....... � FIELD ASSEMBLED PLATE CULVERTS
<br /> `- �2 Galvanized U Bolt Handle "¢ "...'Collarof 2"pipe \t Lowersill 60" 4z4" 6'-0" 4x6" 6-0' 4"x6" 4'-6" 4z6 3'- 6" 6x6" 4'-6" 6"x 6" 4'-0" 6x6" 3''6" 6"x8" 4'-O"
<br /> to be recessed in N '../p Galy U Bolt Handle "
<br /> concrete cover e: : ,., ' to drop in recess in cover. %2R , (continuous)';
<br /> 75" 4ic4" 6' 0" 4x6' S' Or 4'x6" 3'-6" 6°x6" 4' 6" 6"x8" 5' 0" 6`x8` 4' 6" 6ic8 4'-0"
<br /> �i .;;:•K '. :;: -.;i: . . ° Collar of 2"pipe.... 90" 4'k 4' 5'•0" 4"x6" 4' 0" 6x6" 5-0' 6x6' 4'-0" 6'x6" 4'-6" 6"x8" 4'-0' 8x8" 41-0
<br /> �' �" 3 � `'/ 4Iron Hinged Screw Clamp':` " 4z6" 5'-0" 6x6" S 6 6"x6 4 6" 6x8" 4' 6" 6"x8" 4=0" 8'x8" 4' 6"
<br /> 6 x3 x Galvanized Angle Iron i 8 105
<br /> "4x4' Anchor bars welded to f`5" 4x2x8 Plate -2 Clamp Bar Weld Weld 120" 6'x6" 6'-O" 6'z6" 4'-0" Cx8" 4'-0" 6z 8" 3'-6' 8"x8" 4 0'
<br /> Galy. Pipe Sleeve o e
<br /> ends of Angle Iron 13/8 � I �" Cable... 135' 6k6" 6-(7 6x6" 3'6" 6"x8" 3'-6" 8x8" 4- 6"
<br /> SECTION C C HANDLE DETAILS 1 BJIs"Holes Weld •... 101/2" �I Zy�•I.p.s.. Neta �`0�0�4 d o STRUT DETAILS 150" 6'z6" 6'-0" 6'x6" 4'•0" Sic B" 5'-0" 8"x8" 4'-00
<br /> DROP INLET WITH CONCRETE COVER —16 _ 1; Inking. p\avi`�La 165" 6z6" 4;s" 6';<6• s oY 6"x6" 4.6•
<br /> 8 0 3-'QCableClamps c�� • c
<br /> 180 6"x8" 4 0" 8"x8"14'-6 8'x8" 3 6
<br /> Drop Inlet quantities,inlet openings not deducted ��✓8 I/2'Plate d 01 When ordered m
<br /> " 17" Y N 0 CORRUGATED METAL PIPE AND FIELD ASSEMBLED PLATE CULVERTS
<br /> Based on minimum dimensions 3 " " t by the Engr. �Nla
<br /> "A bars "B"bars "C"bars ' �4 ALTERNATE TYPEA r'/BChainLink Zy2'ID.s/e"OlronRing STRUT DATA
<br /> D Steel Conc. a ``' ALTERNATE TYPE B
<br /> No. Length Na Length No. Length lbs. C.Y. :,
<br /> a, 10 3'- 5 16 2'-9" 12 3'-9" 86 0.91 i5, j' P c STATE OF CALIFORNIA
<br /> 24" 10 4'- 5-120 2'-9" 15 3' 9" 108 1.10 9" ;,: 1 ' DEPARTMENT OF PUBLIC WORKS
<br /> 30" 10 4'- II" 22 2'-9" 16 4`3' 124 1.30 ° '`' CLAMP BAR
<br /> DIVISION OF HIGHWAYS
<br /> 36" II 5-II" 26 2'-9" 18 4'-9" 154 1.65 15
<br /> DETAILS OF PIPE ANCHORS STANDARD STRUCTURES
<br /> Note: 'D= nominal diameter of pipe mss'
<br /> Steel in cone. cover and angle iron not included in table. I 3 ..4 PIPE HEADWALLS -ETC.
<br /> Anglelron overend opening,when required, to be paid(oras ' : /g Galv.Steel Ladder Rungs SPILLWAY ASSEMBLY AND DOWN DRAIN
<br /> reinforcing steel. Fill space below invert of pipe with to be installed in boxes with
<br /> concrete when directed by the Engineer. depth of 5-6'or greater
<br /> A-50
<br /> �- los
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