J111 - J136A - Laserfiche WebLink

Home Browse Search

■ P R FISCAL S"[[T TOTAL S/ STATE II Moxcr No./ ,•••� Olv No T[AR Mo. — fM[[TS CALIF. 5-1Z t Spot welded and made watertight with asphaltic plastic cement B--- To accompany p/ons daled��vs-s% 23 /9G2 P - _ Spot welded and made watertight with asphaltic = 14 o. smooth olv. bulkhead with reinforcing beads - --� / g g g 9 P g - P --r 14 a. smooth alv. toper with reinforcing beads - a ' 611min�` ,yFF, o,. 7-- IaStIC Cement. � — w �N �Y � A � � 2 rt DISTRICT COUNTY ROUTE SECTION „ M a Corrugated Metol Outlet Pipe o U m Q Corrugated Metal Outlet Pipe U p 2 �S/ocle til 5° APPROVAL RECOMMENDED K Tapered oval inlet �l - - Collar of 2" Weld �+ D A � 2�2 � � Downdrain flume 16 gage Y2 g END VIEW __� Clip bracket o� F� 9 , 2% �- - 1'J G - - - F- w pipe 1 1+ _/ corrugated metal 10' sections G F welded ortsriveted a PLAN Drill & to for } % I °JrerF�� Engineer of Design END VIEW Ta p � 1 / y S Civil Engineer License No.7603 PLAN x I t � �o. bolt � � , p� ENTRANCE TAPER ds Assembly 1 , II � � f APPr32X21x -Omit Anchor o e ' �alv.angle min. where fill height< 5 note Highway En4ineer ALTERNATIVE B 1= — Taper joints may be welded or riveted . z Slotted holes for Civil Engineer License No.5945 Shoulder n 611x 4" galy bolt. Bulkhead and taper to be galvanized corrugated metal - / of the same gage as the outlet pipe. Valley line , M - °, 2'� Dia hole Dimensions to be as tabulated below for Alternatives A and B ___ �' Entrance Taper {// SECTION A-A Slotted hole for «� N Outlet Pie ' I " Dia. A B C D E F G 6"mi p C.M.P Dimensions as tabulated below : E 12 pipe stake 6 long / 51' 311 P 10" 15' 18 21 ° 27" each side of flume. %% 16 x-i' gale bold 8° 16" 25%2 15° 43/4 5 " 6' 2' Bulkhead 11 Flatten or Point r5 Q 8 12 15 18 24 �- 48 12�' 18" 25%p 19 3�a 5 " 6' 2' Dia. 6 �3 6Si; Sli oint to be same gage 1=" Flange �` 18° - 1, 12� l2gage 15 21 30 23 41 6 6 2 Q �1 o� . Pj 9 9 z 9 - 20 gals. taper O" as downdrain pipe. f 10 18 24 34 27 5 7 6 2 �6 � ANCHOR DETAIL ++ Flume stub Q " _� 24 ---� 16 a. alv. 24° 34" 4611 35,1 61, 911 4, 41 Overlap, �-�_ �2,, �' � , ,�_ Weld 1•>hT =� 9 9 o, Install to permit �/� - r` m p X L II — N g 0 12 movement „ �- o Pipe 11 12 Ga. Galt' SIDE VIEW ENTRANCE TAPER U) o Taper not corrugated Ln _�„1 Stakes` — — Bulkhead t_ o i % 94/reo o - ALTERNATIVE A - Downdrain D w o LZ o ILL) o, ANCHOR ASSEMBLY 48 18u o, o, Band Coupler SECTION B- B �� Dia. L M N w Pipe Stake Downdrain Paved Gutter Flare " SECTION A -A Q o 12 go. 8 10 18 8 I A �. - ,, ',_ A gait'. 12° 15 ' 20" 12" A - A } IlSlope m� d Drill 3 „ I I 18 _ Note Cable slip joint or 2 '• �- 1 Bulkhead R , II>� - I M I anchor assembly to be f 10 Flume Section 4 la. X 211 3/a 1 30' 30" 16" �-10' R _ - - - _ - placed when specified. 1Y l CI Slope mom- Weld X= Diameter of riser �/8 24° 40' 36" 18' - ;� Use 10' length of gutter flare on R less I" rn 1 both sides in sag location. 12" Flange 7 4 CAST STEEL COVER I PLAN TAPERED INLET AND FLUME DOWNDRAIN Weld ENTRANCE TAPER AND PIPE DOWNDRAIN I-- IIZ" C%mth Cover alvanized Boltand NutTAPERED INLET xt and Lockwashers %2 Round iron for 8"pipe 4d Cou lers 3/4 Round iron over 8"pipeP /z U Bolt Collar of 2"pipe .fBand 1�1 = WeldCouplers T , 11 a Col lar of 2_ 11/ R Weld „ 6z � l/2 RPIPe Shoulder NO 0 N 1 -.1 � 02 - i 6 Tee I a`0 �_ $ S% - �� Permeable Material 500 Max. - _ --+13/e -I i , `� N N � �— „ Structure Backfill TERMINAL RISER VERTICAL RISER /6 holes N 9 -� o Weld I �4 12, —�_ Grading Plane Ground Surface -� Weld{ S1 .n T underdroin shown. Use type of pipe specified. �� 3 " Plate e min. o 2 � � co Corrugated . pipe risers an perforated metal pipe 11 a. (n - --------- 1 2° Dia 3%41 IIIPF 2 Dl°. _\N L � SECTION A A Cover - o_ x/ 450 5/8 common cable or 2-Y'e"cable clamps o WITHOUT CABLE �� Permeable o 0 wire rope two two on each side 0 of Material o 45°Wye One on each side. ' ° o Q_ = D p c c o 1 WITH CABLE o =