Laserfiche WebLink
„ ✓ 6 ^ — I P.R. FISCAL tNo. TOTAL <br /> S 1!/ /1 DIV No STATE FEDERAL PROJECT NO. YEAR NO. t TOTAL <br /> CALIF. <br /> II ------- - `� ' To accompany olons doled fwri/ ZS /9Go ' <br /> 14ga. smooth gale bulkhead with reinforcing beads 4” 24or26 /4" <br /> — __ - - <br /> 14go. smooth goly. taper with reinforcing beads � 16"or 18" � � 6"min. / DISTRICT COUNTY ROUTE SECTION <br /> °�_#� f =- 3 , o\ X SJ 1 .5-Ingo 2.1 2S <br /> N — 2 ./ apP. —�/ 5 APPROVAL RECOMMENDED <br /> g-o Corrugated Metal Outlet Pipe _a ;„ g S/ / �, <br /> v io -c00J - - . <br /> x 1 -t_- Tapered oval inlet L �- t glaly. plor ipe % Weld / \�2.j \- corrugated atedr metaain l) 0' secume 16 tions <br /> 1 -2-0 - -r 6-0 END VIEW _L Clip bracket Or F \ g <br /> Taper joints may be pj_gN Drill & top for "x I g°T !�� ler <br /> Civil nEngineer Lieer of cense No.5630 <br /> welded or riveted bolt. -- - + --�-�, <br /> ,II II , II a�e \ ' � Approved November 19, 1959 <br /> ENTRANCE TAPER 32 x 2 x4 --omit Anchors / <br /> 3�� <br /> �alvangle min. where fill height< 5' J.W. Vickrey <br /> 1� I State Highway Engineer <br /> 1 2 Slotted holes for <br /> Civil Engineer License No.3094 <br /> Shoulder 36' M- Is"x 4' gals. bolt. <br /> Valley line 118 6 6 BY. Deputy State Highway Engineer <br /> 2 Dia. hole <br /> Civil Engineer License No.5945 <br /> Entrance Taper E g <br /> SECTION A-A - Slotted hole for <br /> 6"mina 811or12" Outlet Pipe � IZ" galy. pipe, 6' long <br /> SII 311 <br /> 16 x a gale bolt. <br /> 10 or 15 C.M.P � each side of flume. 511 <br /> Bulkhead ---Flatten or Point " — _ _- - <br /> 3 � - 48 I 12" 12 gage <br /> II <br /> \6' 2` 6S;;p✓ 'i' Flange I18 -- "1 201' galy. taper811 <br /> , <br /> 0" o4,7l f 10" <br /> Overlap �6 ;�-, ANCHOR DETAIL _ Weld T 24"—� 6 ga galy b <br /> a) I Install to permit -_ <br /> �- CO o <br /> `o- s 1- <br /> 2 movement-- ; ^ r - �' II " 12 Ga. Galt' N SIDE VIEW <br /> x I II II II II rys � .. O Anchors <br /> 0 10 to 8 or 15 to 12 taper- - re94 0 _E; Bulkhead <br /> ' c Q. _ not corrugated Oreo' <br /> 1.2 ILL <br /> c �, <br /> I 0 8"or 12D Downdrain\ \ o w _o' 48 <br /> w 18" --'1 <br /> Ew Band Coupler ' - SECTION B- B <br /> w0 " 8'orl2° Downdrain- Paved Gutter r _ <br /> Pipe Anchor— Flare 3 12 go. <br /> A LL_ - <br /> y SECTION A -A � <br /> - Anchor A galy. <br /> A A ` 1:1 Sloe <br /> _ Note: Cable, slip joint or r 2,; ------__ � °D' _ -__ Bulkhead <br /> 10 Flume Section <br /> 18°' -- - - -_-- - - - � anchorassemblyto be �-10„ <br /> - - - - laced when specified. GI Slope m <br /> - J I Use 10 length of gutter flare on Weld „ <br /> both sides in sag location. I F Flange 11 7+ <br /> PLAN _ <br /> 1— <br /> ENTRANCE TAPER AND PIPE DOWNDRAIN TAPERED INLET AND FLUME DOWNDRAIN Weld I-. IIZ <br /> Use 10' length of gutter flare on <br /> both sides in sag location. <br /> _ <br /> TAPERED INLET <br /> x <br /> Collar of 2" Gaiv. pipe A_ <br /> 1 _ <br /> V2' U Bolt j2'or 3/4" Round Iron %2'or 3/a' Round Iron Weld - <br /> %2'R I Weld <br /> �Col lar of 2" - 6' <br /> } %2'R� galy. pipe oulder __ 3 I <br /> rn $at\2 a o 0 d�2 6"� J 6" <br /> C7' 5% <br /> T > o - - - i <br /> - - - <br /> ---113 " � v W N _ 6"min. - <br /> " 101 'orl4%D o c�i <br /> I �e holes /Z 2 83 Weld f 10%tor 144 s ,; 12' <br /> Weld 5" cn n 811 <br /> .- <br /> %z plate a min. Q 0 2 <br /> a . . ...... .. <br /> SECTION A-A <br /> v 311_ <br /> II II 2"Dia.' � 17°or 21"JE <br /> > � <br /> 2�' Dia 14%2 or 18%2 ---� <br /> 5/e common cable or 2-�'ellcable clamps o WITHOUT CAB <br /> wire rope,galvanized. two on each side v a = <br /> One on each side. = `c_ Note Cross-section of slope ditch <br /> WITH CABLE v 0 0 <br /> 3 may be semicircular, vee or <br /> ,0 o, trapezoidal Min. top width=25" <br /> Cables and Cable Clamps tobeused o w Min. depth= 8° <br /> x when specified. <br /> ANCHOR ASSEMBLY - <br /> „ ALTERNATIVE A �Fiare utter c R=3' 9" <br /> 2/2 --� 2/2 m - <br /> �31i—� q w - A co <br /> Band Coupler _ <br /> See Plate ' _ Weld �Collorof2" 2 Top of Dike SECTION B-B <br /> „o Detail. gale pipe. =2' m <br /> �y q Z,'J- c° I PLAN <br /> ,V -w o 0 <br /> - - �- <br /> 5/,,"Cable <br /> I=L N <br /> --� ClampASPHALT CONCRETE SPILLWAY <br /> { o <br /> Cables and Cable Clamps to be used STATE OF CALIFORNIA <br /> _ o ,; to be used on fill slopes flatter than 2:1 Use <br /> 1 I when specified. `v CL n 10' length th of g utter on both sides in a sag location. <br /> 7" Band Coupler"`- -I—I 17/al 17/e� - �° a DEPARTMENT OF PUBLIC WORKS <br /> x 12" Band Coupler*- — - +f• 4 41,-� Holes to be 19/32x /34. For payment purposes; DIVISION OF HIGHWAYS <br /> an Anchor Assembly shall <br /> II 11 I Material to be lYplate ANCHOR ASSEMBLY include two Pipe Stokes. <br /> 24II Band Coupler- 5 5 --� a All Pipe Stakes to be <br /> Galvanized after fabrication. ALTERNATIVE B galvanized after fabrication. <br /> � Length of band coupler measured 12 OVERSIDE DRAINS A70- <br /> parallel to the center line of the pipe. PLATE DETAIL <br /> 2 � m <br /> ��59-c -�0 -./0 `. -� ` ' <br />