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L 6-H HAMMER LANE RNAOD INDEX 't'4'0! YEASOMSHEET[ TOTAL 01- 257 19/2 8-U f2 199 PRIVATE DRIVEWAYS ROAD CONNECTIONS 0.33' U.B. with Penetration Treatment 0.21 PM. S. over 0.5' U.B. over 0.5 I.S.M. Sic. Location Tons U.B. Sic. Tons P.M.S. Tons U.B. Tons I.S.M. 54+80 Lt. 12 81*37 31 70 59 FINISHING ROADWAY 25' 25' 66+49 Lt. 12 180*28 35 79 67 66+50 Rt. 12 187+00 23 53 44 Sta. 52*66 to Sta. 187*00 78+42 Lt. 12 3 79+77 Rt. 12 Z' 80*88 Lt. 12 J; 81 +72 Lt. 12 NEW PROPERTY FENCE 107+50 Lt.0 Rt. 24 K R/W CONFORM R1W 108+10 Lt. 12 Sto. to 8to. Location L. F. is a 109+68 Rt. 12 81+62 07 +87 Rt. 625 6-00 Lt. 1437 REMOVE P. C.C. STRUCTURE y o 116+45 Lt. 12 c'v R a c'a 4 124*43 L1 Rt. 24 110+78 124+85 Rt. t407 Stc. Object Approx C.Y. NN N 133+28 Lt. 12 116+67 124+85 Lt. 818 81+98 Box Culvert 5 . 2 Nri 2 89 N = 134 +75 Lt. 12 125+82 134+17 Lt. 835 11633 Headwall (Rt.l 0. 3 0-Q 0 o0-Q a� 139+58 Rt. 12 125482 166*77 At. 4095 180126 2 H¢adwallS (U) 0. 4 �s19154*33 Rt. 12 R/W 155*60 Lt. 12 155*08 Rt. 12 •PRIW'"'':'•a•::e>,:,.•:.':a. Ll 159*60 Lt. Iz PLACE P. M. S. DIKES 12 159+85 Lt. 160+43 Lt. 12 Sta. to Std. Location L. F. TYPICAL DRIVEWAY 165+56 Rt. 12 121*00 12500 Lt. it Rt. 800 \ 0+12 Rt. 12 125+50 129+00 Lt.41Rt. 700 CONSTRUCT IRRIGATION DITCH 17 I �� 170+40 Lt. 12 3 Sta to Sta. Location Approx.CY. 17T+19 Rt. 12 N 115+65 124*57 50 Rt. 284 177+74 Lt. 12 177*90 Rt. 12 CLEARING 8t GRUBBING STA. 81 + 37 183*28 Lt. 12 Sta. 52*66 to Sta. 18700 EXISTING PROPOSED C. M. P C'MP.A' C. P. REMOVAL FLOW �� STATION STRUCTURE STRUCTURE 149o. 12 ga. 12 go. OF P'TUC.RE C. LINE c� REMARKS 124, 24" x 22, 18N STRUCo 81+60 18"• 20' C.M.P. 39 Rt S. Dr O.K. in place 25 25" 160' 81*72 12 x 20' C.M.P 12"%20' C.M.P 20" 19.7 30" Lt. S. Dr. 3 122 1 I 24' I 40' 81 *98 Box Culvert R4'D Existing PC.C. Box Culvert X- Dr. m co \ I I I 82+50 22'%l3"x56'CM.PA. 56' 19.8 X Dr. U Z a I I 107*50 12'�x43' C. P 12"x20' C.M.P. 40' 22.3 30 Rt S. Dr. P: o I. 4I I I I 107+74 36x87' R.C.PP X Dr. 0. K. in lace W (� /] I 108*10 12"�x 20' GM.P. 12x20 C.M.P. 20' 22.4 30 Lt. S. Dr. 01 /I/W RIWI 'Y Q 109*68 8 Y49' C.P. 12M K24' C.M.P. 24' 22.5 30 Rt. S. Dr. 100 J 100 i h� p I I South � I I 116+33 Irrigation Structure 113'x 6' .C.P. 6' Remove PCC. Hdwll 40' Rt Placa 6'extension 40 Rt. vN N "•N 116*45 12'x21' C.P. 12"x20' C.M.P 20' 23.2 30' Lt S. Dr. N I79 ISO 181 N N 18 187 � I 124+57 Irrigation Structure 0. K. in place D POUR 1°x4 XL CLASS B P.C.0 SEAL PLUG 125+90 221,16""*44 C.P. Arch 24"x15 C.M. P. I5' 14 Rt X DrCONNE9146 IsnNG -DR To C.M.P. NSION 12� Irri ation Line _ l _ ❑_ _-- - 133+28 18''X20" C.M.P 12%20' C.M.P. 20 24.9 30' Lt S. Dr. I Rlw Rlw C.B.c.6.I 134*75 12`x 20" C.M.P. 20 25.0 30 Lt. S. Dr 139+58 12'x20' C.M.P 20' 25.5 30'Rt. S. Dr. STA. 180 + 26 o I 154+33 12'X20 CM.P. 20' 27.0 30 Rt. S. Dr. N 155*08 15"x20 C. P. 120x20' C.M.P. 20' 27. 1 30 Rt. S. Dr. 3 i I I I 155+60 15"x20 C.P. 12")IZO' C.M.P. 20' 27.1 36 Lt. S Dr. LEGEND 'i I I I I 159*60 15'1,21' C.P. 12"x20 C.M.P. 20' 27.5 30' Lt. $ Dr. I 15985 I5'"X30' C.P 12"X30 C.M.P 30' 27.5 30 Lt. S Dr. 160*43 18"x23' C-MP 12"1,24 C.MP. 24' 27.6 30 Lt. S Dr. ® 0.21' PM.S. over 0.5' U.B over 0.5' I.S.M. STA' 187+00 165*56 19'x20' C.M.P. 12% 20' C.M.P. 20' 28.1 30' Rt S Dr. 180+28 12"%56' C.P. 21 Lt. R OD. Existing 5-Dr. w' 2 PC-C. headwalls 0.21' P.M.S. over 0.33' U.B. over Existing Roadbed 182*00 12'156' C-M.P 56' 29.7 X Dr. Var. P.M.S. over 0.51 U.B. over 0.5' I.S.M. TOTALS 7394' ta' ss' s' ® Penetration Treatment over 0.33' U.B. CONSTRUCTIONDETAILS SCALE I° = 50 ,