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8ZZ -W <br /> MATHEWS ROAD <br /> ROAD INDEX FILE YEAR SHEET TOTAL <br /> N0. NO. No. ENEETE <br /> 271 1 29 T—U I 119WI6 1 9 <br /> PRIVATE DRIVEWAYS <br /> so' so' CLEARING GRUBBING <br /> 0.08'A.0 over 0.33'A.B. <br /> STA. -0}62 to STA. 75+13.38 <br /> la, STATION LOCATION SIZE <br /> al� 3+42 Rt. 15' <br /> R/W3+52 Lt. 25' <br /> 4+40 Rt 18' <br /> (j W x x x x x x x W x p r -r4•Shld�� i i i i . i i i i i i i i i i i i �� c0+1 5+21 Rt. 12 <br /> F <br /> I 4 Shid. Shldt. <br /> 4� . dp' ConsN 33+70 Lt. 20' <br /> N M - 4 Shld. m 6+69 Rt. 15; <br /> 13+ 77 Rt. 15 PUBLIC ROAD CONNECTIONS <br /> CONFORM 4 shed. <br /> "' R/wIX - 23+47 Rt 18' (0.17 A. C. over 0.50 A.B) <br /> R/W ° 23+89 Ped. Wall< Rt 2' STATION ROAD Tons A.B. Tons A.C. <br /> 30+08 Lt. 2o' 0+00 WOLFE 115 41 <br /> J 25 25' 30+70 Lt. 20' 11+67 LOGKHART 182 65 <br /> 3 I 31:+70 Rt. 15' 20+70 ENDOW 182 65 <br /> 1 34+47 Lt. 15' 29+70 BRIGHT 182 65 <br /> 34+80 Rt. 12' 75+13 State Route 5 75 27 <br /> 8 35+17 Rt. 15' <br /> 40+10 Lt. 20' Total 736 263 <br /> a 40+50 Rt 15' <br /> sol 30 42+22 Rt 10' <br /> 42+68 Rt 16' <br /> DROP INLET <br /> STA. 11 +67 STA. 20 +70 STA. 29+70 47+34 Rt 15' with CAST STEEL COVER <br /> STA. 0+00 LOCKHART RD. ENDOW RD. BRIGHT RD. 49+41 Rt. 12' STATION LOCATION GRATE ELEV. DUAN. <br /> WOLFE ROAD 52+49 Rt. 12' 74+86 34; Lt. 15.59; 1 <br /> 56+26 Rt. 24' 74+90 20 Rt. 15.54 1 <br /> LEGEND 59+72 Rt. 10, Total 2 <br /> 62+86 Rt 10 <br /> 72+41 Lt. 10' <br /> 0.17' A.C. over 0.50'A.B. 72+95 Rt. 110' C. M. P A. <br /> 72+93 Lt. 8' 14 GA. 13" x 2211 <br /> Var. A.C. over 0.50'A.B. 73+16 Lt 10' <br /> 74+ 1s Lt aSTATION LOCATION FLOW ELEV. L.F. <br /> . ' <br /> ® Penetration Treatment over 0.33'A.B. 74+55 Rt. 50' 65+95 X-Dy. 24b.& 24'Rt 12.34' Lt 48' <br /> 74+53 S-Dr. 23'Rt 13.13'Out Flow 72' <br /> d A s 74+86 35= Lt to 40 Lt 13.80' In Flow 14' <br /> I 0.08 A.C. over 0.33 A.B. <br /> 74+90 X-Dr.331t. r; l9'Rt. 13.60'Lt 813.05'Rt. 52' <br /> P y isl 74+90 20=Rt. to 28= Rt 14.45'In flow 8' <br /> Total 32 74+94 S-Dr.- 34'Lt. Conform to In Flow 14' <br /> O- y <br /> F. <br /> ! � � FIELD ENTRANCES Total 208 L. <br /> In. F.L.E`•13.80 h 1 <br /> 1 I 0.33 A.B. with PENETRATION TREATMENT <br /> ILIris of a 1\�I 1 FIELD ENTRANCE STATION LOCATION SIZE METAL <br /> 1 <br /> CZ <br /> a�W M MICONSORM <br /> 4+90 Rt. lo' CULVERT MARKER <br /> 6=k EIAS S s=� \kA D.t. ;\ 14*65 L t. 15' <br /> F.i.EL-1360 cr, = i � ___ C45- <br /> - 16+13 Rt. g' STATION LOCATION QUAN. <br /> ------------ ------� - ---- (� 165+95 23'Lt. E 23'Rt. 2 <br /> `t re - in <br /> _ 4'shid 0 WSW. 0 35+18 Lt 20 <br /> — <br /> 4 s. 1 — ans B r?''r'� �• N .f Const _ 66+70 2 5' <br /> p 4 hid. a < 1 a _ — Rt. <br /> a:� � �' f.� 1=�.... �, 73+93 Lt. 10' <br /> rn 4 hld. M 4SII 3 60 to 5 10 Rt. <br /> EL.EI.13W In FLET.-K45 I' irk' 1 1 I '► W/4V + + y� Total 2 <br /> (0.50'A.B. onl 150' <br /> CDVOP hls+ 1 1 t , , 30+90 to 33+40 Lt. 250' <br /> �w 6rols EI.-1114• I 1 1 <br /> FL.E1.03.05' <br /> CONFORM <br /> (: d <br /> I <br /> PRIVATE DRIVEWAY <br /> o � 1 <br /> o• I1 y � 1 <br /> a <br /> gI iA 11 <br /> STA. 75+ 13 <br /> STATE ROUTE 5 ' TYPICAL ENTRANCE <br /> SCALE : 1% 50' <br /> INTERSECTION DETAILS CONSTRUCTION NOTES <br /> �t-ash <br />