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FRA gTATH IHOFgAL FROIFCT NO. FISCAL SMSST TOTAL <br />DIV. NO. YEAR NO. S�HHy..TS <br />CALIF. I J 911 3 <br />3� <br />To Accompany Flans Dated c /l/%P 4 19 S9 <br />a smooth gale bulkhead with reinforcing beads <br />149a. smooth gale taper with reinforcing bead! <br />N <br />ECorrugated Metal Outlet Pipe g <br />m <br />Tapered oval inlet _T <br />6' 011 <br />naybe <br />feed PLAN <br />ENTRANCE TAPER <br />END VIEW <br />Collar of 2" <br />Black pipe-' <br />Drill atop for g'x 1, <br />bolt. <br />Collarof 2"black pipe J_ <br />I <br />U Bolt je"or 3/4' Round Iron - �'or 5/4' Round Iron Weld <br />Collar of 2" <br />2 Rt Weld �VR) black pipe <br />M 0 0.1 as o d\ <br />to <br />x �s holes B 10'al4%2' '0d Weld �- IOYZor14S" d <br />2 Y <br />Weld — ° a <br />s" in n <br />%i'plate a min. o 0 <br />311 I N I <br />a m <br />14k "or 18�., - I N or 21q , o N <br />2 Dia , <br />ro <br />50ia.Closs"Xgalv19xI / 2—Ve"cable clamps r $ <br />cable one on each side/ two on each side ° <br />.o ALTERNATIVE TYPE I <br />E <br />ALTERNATIVE TYPE WITH 15 CABLE I+- a a <br />Shoulder 36 Is" 6"��6" ANCHOR ASSEMBLY <br />Valley line <br />Entrance Taper <br />8n uor12 Outlet Pipe <br />6"min. 10"or 15"CM.P <br />Bulkhead <br />6 <br />,. 10" 'a <br />Overlap �6�2 <br />T I Install to permit <br />a 12"movement <br />N o 10"to 8"or15"to12"toper - 4S re4o <br />6 o I _ not corrugated ;; red <br />q ~ w 8"or 12 Downdrain <br />v Ew ° Band Coupler <br />d v " 8'orl2" Downdrain <br />a Ito Pipe Anchor /i' <br />SECTION A -A <br />Note: Cable, slip joint or <br />18 ___ anchor assembly to be <br />-- _— placed when specified. <br />PLAN <br />X ENTRANCE TAPER AND PIPE DOWNDRAIN <br />Use 10' length of gutter flare on <br />both sides in sag location. <br />x <br />J <br />E <br />u_ <br />Slope <br />wela <br />i <br />bracket <br />II -� % II,x 2 Nxl4x <br />32 <br />1 1 1 angle min. <br />2" Dia hole <br />�I2" Black pipe, 6' long <br />each side of flume. <br />-Flatten or Point <br />ANCHOR DETAIL <br />_o <br />a <br />E <br />0 <br />Paved Gutter <br />Flare <br />A <br />_. <br />c c <br />E <br />Paved Gutter I <br />Flare s <br />° <br />A li <br />Downdrain flume 16 gage <br />corrugated metal 10' sections <br />-Omit Anchors "pe <br />where fill hgeight<5' <br />Slotted holes for <br />161x 4" galy. bolt. <br />SECTION A -A <br />48" <br />'0"T <br />r °D o <br />N <br />IZ" 12Ga. Galy. <br />„ Bulkhead <br />SECTION B—B <br />0 <br />___ __ ___ __.= J <br />Slap_ m <br />Use 10' length of gutter flare on <br />both sides in sag location. <br />TAPERED INLET AND FLUME DOWNDRAIN <br />Note: Cross-section of slope ditch <br />may be semicircular, vee or <br />trapezoidal Min. top width=25" <br />Min. depth=8" <br />I� <br />00 <br />i'- <br />2 <br />SECTION B-B <br />Top of Dike <br />=2 m <br />PLAN <br />PLANT —MIXED SURFACING SPILLWAY <br />to be used on fill slopes flatter than 211 Use <br />10' length of gutter on both sides in a sag location. <br />NO <br />Slotted hole for <br />r X galy. bolt <br />12 gage <br />galy. taper <br />`Flume stub <br />SECTION 16ga. gale <br />TAPERED INLET <br />?6-Y <br />auT. <br />Co.— <br />Roen <br />eernex <br />I" ST <br />ex6m <br />/ <br />2 <br />Approval Recommended <br />.rnro <br />gineer of Design <br />A r ed <br />sta ay Engineer <br />Civil En License No. 2084 <br />STATE OF CALIFORNIA <br />DEPARTMENT OF PUBLIC WORKS <br />DIVISION OF HIGHWAYS <br />OVERSIDE DRAINS <br />Revised Jan. 27, 1958 /� _70 <br />"Paved Gutter Flare'Added A <br />I2; 1 <br />