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SCALE: 1 40 <br />CONCRETE "V" DITCH <br />AS PER THE PROFILE <br />ON SHEET 21 <br />w <br />20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 <br />4 <br />2 <br />0 <br />I <br />I <br />I <br />I <br />r <br />I <br />CATCH BASIN DATA <br />12" INV. AT G.B.-52 = 9.50 <br />16 L. F. 12" R. G. P. AT 5=. 005 <br />12" INV. AT 5. D. M. H. -24 = 9. 41 <br />12" INV. AT G. B. -53 = 7.64 <br />30 L. F. - 12" R. G. P. AT S=. 005 <br />1 b 12" INV. AT S. D. M. H. •x•24 = 7. 4q <br />21 APLICELLA COURT <br />,, If / / If 76 <br />C&-51 21 " R. G. P. <br />7D=15.50 / l <br />IE=14.50 ,!� 1 q �• �• <br />/ �• / 77 <br />135 L. F. <br />12" R.G.P. <br />AT 5= . 006 <br />16 L.F. <br />12" R. G. P. / / 1 q7 L.F. / <br />AT 5=. 005 / / 21 " R. G. P. / <br />1-7 / i?, / AT S=. 022 / <br />30 L. F. L� <br />12" R. G. P. <br />6" P.V.C. / / AT S=. 005 / <br />I NSTALL 67 L. F. - 6" P. V. G. <br />/ SLEEVE FOR FUTURE LANDSCAPE <br />IRRI6ATION LINES. <br />12" P. V. G. <br />16" R. G. P. <br />S TORM ZRA I N OU TPS <br />SCALE: 1"=40' <br />/ <br />/ <br />l PLACE RIPRAP SLOPE <br />l EROSION PROTECTION <br />l AS PER THE LAKE INLET <br />/ DETAIL ON SHEET 3 <br />/ <br />SEE FLARED END SECTION <br />DETAIL, SHEET 3 <br />"A 11 <br />1. <br />2. <br />m <br />3. <br />4. <br />ZC <br />C <br />C <br />rnW <br />,o <br />in v <br />c <br />Ln <br />w M 6 <br />Lu <br />Za <br />o <br />D N <br />�.." <br />.o <br />>'Ln' <br />0 0 <br />V <br />8 <br />Ir <br />•J <br />=g - <br />O <br />W <br />g <br />1riJ <br />m <br />r� <br />r <br />koO 7 <br />r 1 <br />n <br />m <br />N 0 , <br />��o <br />v1 <br />Qz� <br />W <br />L <br />_ <br />EX. 6ROUND <br />G.B. 51 <br />I . E. =14.50 J.+� <br />0.54 135 L.F. 12" <br />RGP <br />AT 5= , Gni <br />.��0�\ <br />9 A. <br />10 <br />V <br />5. D. M. H. * 24 <br />RIM=14.0 <br />—12" P.V.G. <br />WATER <br />197 <br />i R• 'G• p <br />A T - <br />0!2 <br />� A <br />\ 9 <br />r <br />r <br />r r <br />r , <br />--1'2" P.V.G. <br />T EX. b' P. v.C. — <br />SWIT)w 5w <br />III, <br />P. <br />5 SWITAW 5 <br />APL I CELLA COURT <br />17 <br />S TORM 17RA I N OU TSA <br />SCALE: <br />1. 2. <br />8� <br />g <br />N t'P <br />20 20 <br />PROP. FINISHED GRADE <br />18 18 <br />G.B. * 56 EX. 6ROUND <br />1. E. =13.66 <br />16 ib _ <br />14 14 S.D. M. H. 2q <br />101 RIM=15.6 <br />=a w, <br />12 12 hw10) <br />12" P. V. C. 9.71 106 L.F. <br />1 D 1 D WATER /2" R• G. P. <br />4q L. F. — 12" R. G. P. AT 5=. 005 <br />8 8 AT :5=. 005 <br />�0 r ti <br />4 4 <br />2 2 <br />O O <br />ui � r <br />+ +z +_ <br />SCALE # — n i <br />HORIZONTAL i"=40' c; ca <br />VERT I GAL I"=4' N N N ui <br />160 L. F. - <br />12" R. G. P. <br />AT 5=. 055 <br />SEE FLARED END SECTION <br />DETAIL, SHEET 3 <br />IN <br />Er. <br />�PLACE RIPRAP SLOPE EROSION <br />PROTECTION AS PER THE LAKE <br />INLET DETAIL ON SHEET 3 <br />m <br />z <br />0 <br />d <br />ce <br />uj <br />w <br />O <br />H <br />O <br />z <br />0 <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J• S. H. <br />DATE: AU6. 14, 2" <br />SCALE: 1 "-40' <br />DWG: 2866-5DOF <br />CHECKED: KW <br />joB # 2g66-04 <br />SHEET 1 q <br />OF <br />m <br />Ln <br />rl <br />0D <br />ZC <br />C <br />C <br />rnW <br />,o <br />in v <br />c <br />Ln <br />w M 6 <br />Lu <br />Za <br />o <br />D N <br />�.." <br />.o <br />>'Ln' <br />0 0 <br />V <br />LL <br />o't!; <br />WD171 <br />=g - <br />O <br />W <br />M <br />w M <br />Z <br />koO 7 <br />r 1 <br />V <br />N 0 , <br />��o <br />v1 <br />Qz� <br />W <br />L <br />_ <br />a <br />RYAN CARREL, R.C.E. 61619 I <br />DAVE SKIDMORE, L.S. 7126 <br />No.61619 <br />Exp. 6-30-07 <br />DRAWN BY: J• S. H. <br />DATE: AU6. 14, 2" <br />SCALE: 1 "-40' <br />DWG: 2866-5DOF <br />CHECKED: KW <br />joB # 2g66-04 <br />SHEET 1 q <br />OF <br />