|
FRA STATE FEDERAL PROJECT NO. PIeCAL [N[R TOTAL
<br /> DIV.NO. TdR NO, *N[R[
<br /> CALIF I 2 2 s l-d
<br /> Ia/4 r--.2'3" X11 , " •}3 �10 ►I
<br /> -E 11/4 Ilio I/4 �_JI 1 " — —T 6•e���,1
<br /> I I/4 ..I"Chamfer...., ebars 1-6"bn .. ..... Xchamfer.. :. • t k fii` _
<br /> , Go/ /�/. 10t //�� .N 0. TOTAL
<br /> =0 - -- -- + �— --- :;..°..; ;l/2 Chamfer. DIST. COVNTV ROUTE SEC. I I I
<br /> -, NO. eM[lTe
<br /> Cast Steel o� — \\\,�� �,:r' - I"-� _ 90/ Z 11
<br /> B Frame I B, o O ' e 2 ,Sjo�h` D I ���,e s/o�:r\ I D I ,� —f I I ; Paint Black... n .y�y�/
<br /> _ , •< �«7 " 91 r 7�L-I Pain+White... �— APPROVAL RECDMMENDED _ � / ( C `
<br /> • �; T-a , \ ,� , 112 "bars..,**• I t W ona>•rutifon ngineer
<br /> on
<br /> _1 _ r4 I1-6long i
<br /> Joints Pipe �, C o � C I D -- += -�-- r v o APPROVED August I 1945
<br /> Frame to be /c 1 min• ___ L_ — --- —� ;�1� �,: Stencil Station.... + cif
<br /> cast in two i"E-- • .'.r.e ':;o ::: .:, in black
<br /> ••1 .... /2 bars•-.... ::e. .,. . ..• - -
<br /> sections h°bars......... _ e. ?'.. . .; cr, Y
<br /> '••^••••••••••"" � :s,�;: yr ►' -�,';;p. � $ -.� State !gnway inter _.v, n�meer License 2064
<br /> O 6 E _ .
<br /> I 1 1 2LOa--�I2� „ To accompany plans dated..
<br /> 11 11 I Q� � FRONT ELEV. DOUBLE HEADWALL FRONT ELEV. SINGLE HEADWALL SECTION, SINGLE AND 3/16 Copper wire 6"long
<br /> r I x) ►� ' SECTION "C-C" SECTION D-t -
<br /> I ►*+� 2- I/4-�i,1IT1�r" I COVtR DETAILS DOUBLE HEADWALLS ; W o o c____
<br /> jil ill 1" ;
<br /> (16 Variable Di Steel Conc. t ; I o
<br /> 00= ��6+1 1" 10"'� 1�2 --'1 l t� lbs. C.Y. \1 I a i° � i �_
<br /> — LL
<br /> — �' Sin le Double "L" SAL Dbl. Sgt. Dbl. 1 M 1
<br /> Side Openiq E 1 1 End, IN = 1� 00 I"Ch M1 ,: • a x e „ 1 x 1 1 aD — A w
<br /> opening — _ — -- �� 12 4'-0 6'-0_ 2-0 17 26 0.44 0.65 1 = v E
<br /> a -Tr-`T _ -�— F 1_ :0" 2' 6" 2 0 78 "% _---_� 2 1 -
<br /> �— h bars•!,::... o = I ,� =m 6 _ I
<br /> 0 0.58
<br /> -- --- w - , 11
<br /> ,� _ 18" 5 6" 8 0" 2 9x 2 1 x
<br /> I' — r— " -_: + N I �I I (,�, °0 �I� . .I - - 6 0.93 °N 1
<br /> bars 1 2 ; 1^ i b Q� I �\ _ ___ 0 0 , 6
<br /> +- L T} - 2 3�4 0.6
<br /> I e l G I � N " x -
<br /> ,,, ..- 1 — ,. tl I x �rD 24 7-6 10-6 3-9 29 43 0.98 1,33 I ---
<br /> 1 Fi ban .. n. --
<br /> ; �1 I 1 ° V i/z °bars`' I I 0" T-O" 2'-9" 4'-6" 3
<br /> o Pipe i Cbars. ' d' �" -- bars
<br /> airs. 36x x 1 1 11 5 51 1.27 1.73 I ;
<br /> „ —�- I I 3�p -- n f- ^I 10-6 15-0 5-3 40 59 1.602.17 ----------------' '-----
<br /> �� • 3x 1/ Bar or Rivet -- - P ; °tF 42" 12'-0" 17'-3" 6'-0" 46167 1.96 2.67 --
<br /> e 911 I ( :; 4 long Castor ( ao ° 14'-0" 20=0" 7-0' 52 77 2.43 3.27 CULVERT MARKER
<br /> Welded intoframe
<br /> •IJ7 �' 1 . ° Q 18"r-/c • 1 7'!t .J 54' 151-611 I'�..�-3n Y-91
<br /> P a: . Q r7h 9 7h 9 r-� 57 85 2.B5 3.B4 Guide Post same dimensions as Culvert Marker
<br /> ;:� ': > �I f�2-0'� 2-0 " Omit black top and station on Guide Post Letter in one face onl
<br /> 9. :IFRAME SECTION Note: Where D>54 use standard wingwall design y
<br /> -�I6��I�- 21- 0 � 611 --j 611 D+ 12 2�8 „min. -{ 611 - DETAIL FRONT ELEV."L" HEADWALL SECTION "L" HEADWALL "L" waliquantitiesarevariable
<br /> I' Recess to be '/o inch
<br /> Quantities are based on the use of C.M.P. MONUMENT
<br /> 3- Z%ll 20'-0" 545 Sei.Strut. Douglas Fir
<br /> PIPE CULVERT HEADWALLS Dense Struc. Redwood
<br /> SECTION B-B ELEVATION &SECTION A-A „ or Dense Sei: Struc.Port Orford or Alaska Cedar
<br /> :•I Chamfer -"' 8"-8"x5'-4"545
<br /> DROP INLET WITH CAST STEEL COVER surface'.. 12dnalJs,.......... Dense eselect Redwood .G
<br /> — / Port Orford or Alaska Cedar r
<br /> Earth Backfill - {';;.;;;• =rp �... ® or All Heart Foundation Gr.
<br /> Q 12"dia.-24"lo C.M.P.
<br /> -3/4%14"carriage bolts 'I2 x 14'carriage bolts N Western Red Cedar
<br /> ►1$
<br /> Ends Bulkheaded 'e Filter Material' '••. m with cut washers with cur washers
<br /> Dike
<br /> 1 Imo--3-0 , I�•I 'Oy , , --
<br /> �----- -----� I &I)t6"opening.,. I /A�((�{ �'Qof > `1v rrNAVV, L0
<br /> ICt a4P /"'�dtf� 1
<br /> tit—
<br /> ' 1
<br /> B B iD I I �� 1/z°bar,ends v., . o /P
<br /> 0 I N +-1--}- t --r lapped I2F 311to6" �, /O'g '�P� ��rh°� �. D+I' •� FRONT ELEVATION —L-
<br /> L 1 � A wrapppedwlth 4/s f/ C
<br /> ? � ._} 'r l4 wire " t 8a /0C /e�dr/hd'zba MAsh° SECTION I ' 34'cutwasher /:cut washers•'
<br /> o+ o �� L ff� �/e bars(m6 Approx,2 ---•-I CMp 4!.9 � %Sago'/P w�° : !Dint Joint SIDE ELEVATION
<br /> r-__ i'7� I I I /c both ways ,,' °•. S. cf a ?
<br /> `LL�- �� 6,, Sao fh A/d� UNDER DRAIN
<br /> Outlet pipe 2 Ion$- No Slip Joint` S/ LP of s ` I
<br /> --------------� Cover may be made in two sections `•, 2,�., O✓p; ^/dp C41 No Countersink full depth •• 12°nails, Joint- '
<br /> I if there is no end opening Outlet pipe 6'Ion$ when Slip Joint is used ' q/ w S -
<br /> S' hP�
<br /> 5/ 04, /o✓o;
<br /> Q COVER PLAN Overlap•., ,0 � PLAN
<br /> 6" 3,-0' 6" Wr. Length of cover+iia' 1hr Install to permit l2"movement•• ...,•••.,,. ' f/So'leOS LAMINATED GUARD RAIL
<br /> 1 1 I I/Zxl'6"bar...,
<br /> � 10"to B°taper- not corrugated•' • •'• •
<br /> �s 0 5 iii 15'to30 Fili 30'to40'Fill 40'to50'Fill 50'to60'Fil! 60'to70'Fill 70'to80'Fill 80'to100'Fiil
<br /> Side - t ' c '' End %
<br /> _� E Band Coupler '' � �; i�Pa \ Pi Size Spacing Size Spacing Size ' pacing Size Spavin Size Spavin Size Spacing Size Spavin$ Size Spavin
<br /> 1
<br /> Opening : ' Opening P k CORRUGATED METAL PIPE
<br /> c _____ Pi a Anchorto be placed when ? \ — - -- —
<br /> TT- - 2.. specified or ordered bythe Engr, 48" 4X4" 6' 0" 4"x 4" 5'-6" 4'x4'' 4'-6" 4''x4" 4' 4"x 6" 5'-0" 4" 6" 4'-6" 40x6" 3'-6"
<br /> e
<br /> :.'.' .... '••B bars 1 I - I 1 1 I " 1 1 " I n 11 1 , I 1
<br /> / 54' 4'x4' 6-0 40x4' 6-0 4'<4" 5'-0 40x4 4-0" 4x4 3'-6" 4"x 6" 4-0 4" 6" 3' 6'
<br /> .. .. , I; • : ,��' 8 C.M.P. Down Drain _ _ — _ _ -- -- —
<br /> . -bars--* ; Pipe dl I h° 661 4„x 611 011 4"X411 6-0" 40x4” 4'-6" - - -----
<br /> bars- -- - -
<br /> �— _ ° 4,1
<br /> �'b rs�•� 4,1X4 _ „ 4•.X4 - 11
<br /> 2"pipe...
<br /> ;.. Collar of 2 pipe. 4X4 „ 4.X4 --- - - —
<br /> a °. 6 6 0 5; 6
<br /> , - 1 72 6 0 5 6-
<br /> '.-Upper Esifls �78" 40X4„ 61_0" 4X4" 5_011 — -- -__ - ---- -- - -
<br /> ' �-; . ..'• ,,o '�",'�.,"� A „ �'b 3/4'Rou nd Iron ., weid• ••.. Compression'` (ctinuous) "
<br /> I ca 2 long 4X4" _
<br /> ' - "3 weeho P c $4 6 0
<br /> •< ...• . li^. 'LD '•n.': °.: :!'.>l (Omit soft, even- 90" 4!,4716-' On _.
<br /> used as Siphon) I/2 R .. grained wood
<br /> lii°bars " 111 "Strut spaced as gb" 4'x4" 1'4;
<br /> 6 D+ 12 3'-0/2 min 6' • ,/ shown in table - -
<br /> �2=0"-•� �--rr,' FIELD ASSEMBLED _PLATE CULVERTS
<br /> 0 Lower sill 60" 4z4" 6'-0" 4'X6" 6'-0" 4X6" 5'-0" 4'x6" 4'-0" 6'x6" 5' 6" 6'x6" 4' 6" 6'>6" 4'-0" 6*8"
<br /> SECTION B-B ELEVATION & SECTION A-A coo (continuous)` -
<br /> 3 r~ 0 0. 75 4X4" 6'-01, 4X6" 5-0 4•X61, 41.01 6,x6,1 5'-0" 6'x8" 5-6' 611X8., 5,-0" 6„x8" 4-0 8"x8„ 4,_6,
<br /> DROP INLET WITH CONCRETE COVER Wib"Holes weid•. . —1011-A N 'o 90" 4X4" 5'-0" 4'x6" 4'-0" 6X6" 5'-6" 6"x60 4' 0" 6X8" 4'-6" 6"x 8" 4'-0" 8'x8" 4'-6" 8X8" 3' 6"
<br /> x� 1 1 Ow '+.
<br /> 105" 4X611 5'-0,1 6,X611 61.0" 6%6„ 41.611 6,X8,1 5' 011 ,1x811 41-0" 8"X811 4,_611 81X8" 41_�II 8X8,1 31011
<br /> 3 ` o` 1 ( _c j t 120" 6X 11 .-0„ 6'X6 5-01 6,x 5-0,1 6X8" 4-0' 8x8 4-6 8'X8' 4'-0" -
<br /> ' o, 6 6 8' 6 8'X 8" 3 6"
<br /> yN 4 11 " 1 M
<br /> � " g� 135" 6x6" 6-0" 6'x6 4'-0' 6'x8" 4-0" 8x8" 5'-0' 8x8 4-U' 8x8' 3'-6
<br /> Drop inlet quantities,inletopeningsnotdeducted Va IA Plate �. 17„__ Note: Compression caps and sills to be 150” 6'X6" 6'-0" 6x8" 4'-6" 8'X8" 5'-0' 8X8"
<br /> Based On minimum dimensions 3 same dimension timber as struts
<br /> .. i � � 1651 6x6„ 41_6•, 8x8" 6'-O"18"-8"14'-G"
<br /> "A" bars "B'bars C"bars •''-Cement Grout Timber to be Douglas Fir common 180" 60x8" 4'-6" 8x8" 5-0" 8"x 8" 4'-0"
<br /> D Steel Conc. m
<br /> No. No. Length No. Length Ibs. C.Y. Std.7"Band Coupler' DETAILS OF PIPE ANCHOR
<br /> 18" 10 T-5" 16 2-9" 13 T-91" 86 0.93 p� ..16GaugeC.M.R C CORRUGATED METAL PIPE AND FIELD ASSEMBLED PLATE CULVERTS
<br /> 24" 10 4-5' 20 2-9 16 3-9 108 1.12 STRUT DATA
<br /> 30" 10 4'-11" 22 2'-9" 17 4'-3" 124 1.33 �...,_•__... ...•Cut 3"x3"openings e SPATE OF CALIFORNIA
<br /> 361 II 5-110 26 2'-9" 19 4'-9" 154 1.68 for pouring grout
<br /> DEPARTMENT OF PUBLIC WORKS
<br /> Note:"D"- nominal diameter of pipe SPILLWAY ASSEMBLY AND DOWN DRAIN DIVISION OF HIGHWAYS
<br /> Steel in cont cover not included in table STANDARD STRUCTURES
<br /> FIELD JOINT FOR SIPHONS PIPE HEADWALLS- ETC
<br /> Q- 110
<br />
|