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r� <br />mill 6' _ <br />BA51N 8 48" O DRAIN PIPE <br />SLOPE TMP <br />--�- T• -----MIN 10 <br />CONTINUOUS AROUND <br />CORNER 0 BACKWALL <br />4 HIN604ALL (TYP) <br />HIN6HALL (TYP) <br />OPTIONAL EXP <br />JT (TYP) <br />BACKWALL <br />NOTE: <br />ORATE NOT 5HOHN <br />FOR CLARITY. <br />SECTION <br />SCALE: N" <br />CONTINUOUS AROUND <br />CORNER 0 BACKWALL <br />4 WIN6WALL (TYP) <br />6U <br />BA51 N TYP <br />SLOPE <br />I I. <br />HIN6WALL (TYP) <br />OPTIONAL EXP <br />JT (TYP) <br />BACKWALL <br />NOTE: <br />ORATE NOT 5HOHN <br />FOR CLARITY. <br />SECTION <br />50ALE: NTS <br />I1-611 <br />( <br />TYP) <br />#4 0 12" OC <br />EACH WAY (TYP) <br />24"(P DRAIN PIPE <br />(TYP) <br />HIN - <br />( � <br />TYP <br />#4 0 12" OC <br />EACH WAY (TYP) <br />I <br />GRATE <br />SCALE: NTS <br />4" LONG x 1/2"0 U -BOLT <br />W/NUTS 4 3/16" THICK <br />3" 50 PLATE <br />HEAVY DUTY HINGE HASP <br />3/16"x2" BANDING BAR (TYP) <br />x 2" x 1/4" <br />H <br />HELPS (TYP) <br />vin <br />BOTTOM SLAB <br />-I/4"x2" FLAT BAR <br />0 3" OC <br />2" HEAVY DUTY STEEL HINGE <br />L2 1/2x2 1/2x3/8" (TYP) <br />1/2"00" ANCHOR <br />BOLT 0 12" OC MAX <br />_ �I <br />5'-0" 4" LONG Sr if�l" m U -BOLT <br />H/NUTS d 3/16" THICK <br />3" 50 PLATE <br />HEAVY DUTY 3/16"x2" BANDING BAR (TYP) <br />21-1011± HINGE HASP <br />4'x3'-3" <br />GRATE BA51N SLOPE <br />#4 0 12" OC <br />EACH WAY — <br />(TYP) <br />24" RCP <br />BA51N BOTTOM INV= -0.50 <br />0 5=0.0027± <br />17 -1I' <br />INV= -0.50 n #4 HOOP AROUND EXP JT <br />I I da m <br />9 <br />L2 1/2x2 1/20/8" <br />1/2" mx3" ANCHOR <br />BOLT 0 12" OC MAX <br />SECTION 5 <br />SCALE: NTS <br />I I <br />pwm <br />5/800 BAR <br />0 4" OC (TYP) <br />1 /4"X2" <br />r FLAT BAR 0 <br />3" OC B31 <br />HIN6WALL (TYP) <br />BASIN OUTLET 5TRUCTURE <br />SCALE: NTS <br />3' FLAP GATE <br />TIDEFLEX SERIES TF -2 <br />OR APPROVED EQUAL <br />3/16"x2" BANDIN6 <br />BAR (TYP) <br />(TYP) <br />5 <br />DB -Q <br />I 24 " RCP <br />NOTE. <br />REINF NOT SHORN <br />FOR CLARITY. <br />A -I <br />DOUBLE 3110 STEEL <br />mmoIA' D15CHAROE PIPE lw <br />ROCK SLOPE PROTECTION (BACKING No 2) <br />TO FAR BANK 51DE HINSE POINT ON BOTH <br />BANKS, KEY UP5TREAM AND DOWNSTREAM <br />EDGES, EXTEND 6' UPSTREAM AND 6' <br />DOWNSTREAM OF DISCHARGE PIPE <br />NATE: CONTRACTOR 15 RESPONSIBLE <br />FOR DIVERTIN6 CHANNEL WATER, IF <br />NECE55ARY, TO CONSTRUCT THE IN -CHANNEL <br />IMPROVEMENTS <br />TYPICAL DISCHAR6E PIPE SECTION <br />SCALE: <br />TOP OF BANK <br />HIGHLAND CANAL <br />2' <br />TO PUMP <br />STATION <br />"DA -M, Doe. WW MIN <br />DRAWING No. <br />015-9 <br />to <br />J <br />--%Qv- <br />�iU <br />f <br />� <br />O <br />u- <br />a <br />UA <br />Q <br />_t <br />W <br />D <br />U <br />� <br />o <br />� <br />o <br />f <br />� <br />LL <br />� <br />� <br />R <br />"DA -M, Doe. WW MIN <br />DRAWING No. <br />015-9 <br />to <br />J <br />--%Qv- <br />�iU <br />p <br />O <br />u- <br />-A <br />UA <br />Q <br />_t <br />W <br />U <br />"DA -M, Doe. WW MIN <br />DRAWING No. <br />015-9 <br />