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" ^ STATE IW[RAL P,OJtCT No. F•'CAL sMf[T TOTAL <br /> O <br /> JP -/-) <br /> n oiv No Y[A 11 M° - f3R[Q1 <br /> �l / CALIF S-/293 2 31 <br /> ~ To accompany okras doled <br /> 14ga smooth gale bulkhead with reinforcing beads meq" X264 o0(28 ti 4" <br /> 6' min 2'+ DISTRICT COUNTY ROUTE SECTION <br /> t 14ga. smooth gory. taper with reinforcing beads t <br /> 3 � - X 5•✓ 129.3 Y31 37 <br /> N S/Opp APPROVAL RECOMMENDED <br /> _g o S-r <br /> rugated Metal Outlet Pipe o ` ( -5 / <br /> N ape oval inlet - Collar of 2" Weld ` Downdrain flume 16 gage <br /> „ , „ pipe i 4k, O� corrugated metal 10' sections , <br /> 2-0 -~ 6-0 - END VIEW __ I Clip bracket Fj°J E neer of Design <br /> Taper joints may be PLAN Drill & top for "x Ig" r �e� Civil Engineer <br /> welded or riveted bolt l t : • S/Ope Approved November 191959 _ss3o <br /> La , , <br /> ENTRANCE TAPER � �# 32 x 2 x; Omit Anchors 2 f <br /> ~ J.W. Vickre <br /> 4 �alv.angle min. j where fill height< 5' ;< -- Y ne - <br /> 1 State HighwoyEngineer <br /> t —,!2Slotted holes for � Civil Engineer License No.3094 <br /> u 1. <br /> Shoulder ' 18 4"r,15!4'66 �- "' ►� } 6'x ; gory bolt. <br /> i <br /> Valley fine BY: <br /> " Deputy State Highway Engineer <br /> 2 Dia hole %/ Civil Engineer License No.5945 <br /> + Entrance Taper Slotted hole for <br /> / {� SECTION A-A <br /> «««««tom 8"or12" Outlet Pipe Iz pipe 6' long s" �` <br /> y <br /> min { � r� �� 10'or 15"CMP 1, ' <br /> each side of flume s x;galy bolt, <br /> 5" <br /> Bulkhead <br /> ��� Flatten or Point r 48 �I 1211 12 gage r �� <br /> �� 18 J 11 alv. taper 8 <br /> S�,p I Flange 10 - 20 9 P t . <br /> a Flume stub <br /> �6" ANCHOR DETAIL Weld _� / 24 6 a alv. <br /> Overlap _ _ <br /> 9 •9 <br /> '� �� ni � i <br /> 2 �` <br /> CD Install to permit T t <br /> o eY' I <br /> 12 movement " € } = e, ~ 1 j � SIDE VIEW <br /> o I 4 <br /> 04 <br /> 11 2 Go. Galt' <br /> _ Anchors- <br /> " s N - �i Bulkhead <br /> o I 10 to 8 or 15 to 12 taper- �P �' - - <br /> �, o = not corrugated 1T o c a,cy, ��p '- _ 48" <br /> o, I� 0 8"or 12" Downdrain rr T r o w a 0 1811 <br /> � ow Band Coupler < < r _ r - o SECTION B- B <br /> v - v' 8 or l2 Downdrain T r ; Paved Gutter <br /> Q- ( w Pipe Anchor - Flare 3 ` oWeld <br /> SECTION A -A o - <br /> A A A - Anchor A <br /> I Slope cn <br /> Note Cable slip �omt or �12.� 'f 10 Flume Section j- Il <br /> 1 18 anchor assembly to be <br /> + r10 <br /> 1 placed when specified �v' IISlop m� ,Use 10 length of gutter flare on7 `R <br /> both sides in sag location I� Flange Z4 <br /> _ 1— <br /> PLAN � <br /> ENTRANCE TAPER AND PIPEDOWNDRAIN TAPERED INLET AND FLUME DOWNDRAIN Weld F` 1122 <br /> Use 10' length of gutter flare on <br /> both sides in sag location TAPERED INLET <br /> Collorof 2" pipe____ t <br /> U Bolt %"or 3/4" Round Iron <br /> %z'or 3V Round Iron, Weld <br /> I "R <br /> I Collor of 2" <br /> 6 6' <br /> `Weld Rpipe Shoulder <br /> 6o - <br /> „ C, _o <br /> z =a I a, 101/Zor14fz' 6'min <br /> �je holes " a <br /> 101 orl4%" 00 <br /> v Weld <br /> �-. o, n <br /> =� <br /> Weld� „ 7WITHCA <br /> o n <br /> i- 1 min. 1 in n 2u 7>> »��� > --- 8" - - -- <br /> /z plate <br /> ae - 3° <br /> 14 "or 18 _ SECTION A-A <br /> „ , _ 2 Dio <br /> 2 DIQ' � � � � Y5 " 2-3'" a/8 common cable or a cable clamps 1 o owire rope,galvan¢ed. two on each side co 0One on each side. �' U- <br /> WITH CABLE a � Note< Cross-section of slope ditch <br /> UL v3 may be semicircular vee or <br /> ` O �, • d trapezoidal Min top width =25 <br /> Cob les and Coble Clamps to be used s -0M in. depth= 8'.' <br /> when specified.ANCHOR ASSEMBLY o � w <br /> .1 [ ALTERNATIVE A Paved Gutter 0 R=3' �- 9„ <br /> 2 % --j-- 2%z Flare m7 ,r- t t .! nr»� <br /> w �' <br /> 11 <br /> A _ = - q <br /> Band Coupler - <br /> +" Weld 12 - -_ SECTION B-B <br /> Collor of 2" � -- o - <br /> • See Plate pipe T Top of Dike <br /> Detail PP ` 2 <br /> cD d PLAN <br /> o <br /> - 5/8 Cable <br /> —� Clamp a U <br /> ASPHALT CONCRETE SPILLWAY <br /> Cables and Cable Clamps to beused •c - o to be used on fell slopes flatter than 2:1 Use <br /> R 1 11 when specified. - a IO' length of utter on both sides in a so location STATE OF CALIFORNIA <br /> 7" Band Coupler'- -I- --'�' 17/a IT/8� Is LL <br /> m n I For payment purposes, g g g DEPARTMENT OF PUBLIC WORKS <br /> 12 Band Coupler` — 4 4 —� Holes to be / x3/4 . P Y P P DIVISION OF HIGHWAYS <br /> an Anchor Assembly shall <br /> 24"Band Coupler 4f 5" 5 " Material to be %4 plate ANCHOR ASSEMBLY 2 - Ail Pipe two Pipe <br /> es o d Hardware to be <br /> OVERSIDE DRAINS A70 <br /> Length band coupler measured l2 <br /> Galvanized after fabrication. ALTERNATIVE B galvanized after fabrication.� <br /> parallel to the center line of the pipe. PLATE DETAIL <br /> Rev Golv Notes <br /> c/- B2—D <br />