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i <br />I <br />P.1_. I "F"+00.00 <br />2"X 2" STAKE <br />�l'F=+0 p. I <br />00 a 2' x 2" STAKE <br />-TAS IN FAV'T. <br />14"H. EISNER <br />I <br />r <br />�I <br />J GRONENTHAL <br />890 <br />880 <br />P.I. =158+62.86 <br />1 =183* -33-30" <br />A - 30-33'-30" <br />D = 1"-00' <br />T =177.98' <br />L = 355.83' <br />E = 2.76' <br />R = 5729.65' <br />SE= 0.030 FT./FT. <br />3 "F'+00 <br />ST0. 1 4+83.06 <br />=3`114 5-F-+00.00 <br />STA. 174 + 28 <br />REMOVE 4'X 4'X 39" CONC. BOX <br />i ,, •� 1.,.,1..,1.1 -1 = <br />3/4PIPE UNDER ROAD59' <br />1 - t <br />N 4 O' MA& - I - - -- 170 - - <br />l x a LTJ '_'j <br />O <br />1 QD p <br />a + <br />e_ STA. 159 +30 - <br />REMOVE 8'X VX 26' MASONRY ARCH <br />EXTENDED WITH 2-24"C.P'S. <br />i <br />O <br />PL 15Sf_62,06 <br />2 X 2 STAKE <br />d 1 of 1 55 <br />WELL +1 <br />LR 1 <br />I <br />MARKER POST <br />.. <br />, TTQB IN PAVEMENT <br />I <br />H. EISNER _� _ _ Si�CSii <br />TAB �Pl+ 96.54_ <br />a 2 X 2 STAKE <br />ES I¢Qt�71 � <br />2 X 2 STAKE <br />STA. 121 + 05 TO STA. 205 +00 <br />UNCL. = 31,270 C.Y. <br />FILL = 38,468 CL Y. <br />BORROW = 16,837 C.Y. <br />SIDE ROAD LT. <br />STA. 158+83.06 - STA.5"F"+00.00 <br />PROFILE bRIGINAL GROUND "1=" LINE <br />--STA. 3"F"+50 BEGIN CONSTRUCTION <br />—PROFILE FINISHED GRADE"F" LINE <br />900 m F_ <br />O"F" IMF" 2"F" 3"F" 4"F" 5RF" <br />�- PROFILE FINISHED GRADE C/L <br />arN <br />N! <br />njl <br />n <br />Into <br />1_ k3 w <br />a0 <br />H. EISNER <br />OBLITERATE _OLD- RD.___-_ _- - <br />STA. 73+72 TO STA. 202+22 a fI <br />118' ♦,- <br />8.M 16 <br />— . 1 <br />180 <br />i <br />--��7 ^�i� PZ 2 X42* 3 26 <br />N' <br />—_ 2X2 STAKE -$4 �C <br />MARKER POST A <br />0 <br />BENCH MARKSe.�.R. <br />PROJECT <br />MEET <br />Tore <br />T... <br />- --- -----r- <br />CIMBION <br />NUMBER <br />/N[[T/ <br />NO <br />STA.- _ _DESCRIPTION_ ECFV <br />4 D6 0255(1) <br />9 <br />//,Z <br />15t--159+75 <br />_53' LT. R.R. SPIKE IN POLE 87911 _j <br />SE = 0.056 FT./FT. <br />m; <br />161 <br />175+40'115' LT. R.R. SPIKE IN TREE 915.84_l <br />S0z66'3 <br />STA. 173 + 82 <br />17 _185;12 <br />71' LT R.R. SPIKE IN POLE .!�QQf..4$J <br />STA. 183 + 09 <br />REMOVE 4'X W X 33' GONG BOX <br />STA. 174 + 28 <br />REMOVE 4'X 4'X 39" CONC. BOX <br />i ,, •� 1.,.,1..,1.1 -1 = <br />3/4PIPE UNDER ROAD59' <br />1 - t <br />N 4 O' MA& - I - - -- 170 - - <br />l x a LTJ '_'j <br />O <br />1 QD p <br />a + <br />e_ STA. 159 +30 - <br />REMOVE 8'X VX 26' MASONRY ARCH <br />EXTENDED WITH 2-24"C.P'S. <br />i <br />O <br />PL 15Sf_62,06 <br />2 X 2 STAKE <br />d 1 of 1 55 <br />WELL +1 <br />LR 1 <br />I <br />MARKER POST <br />.. <br />, TTQB IN PAVEMENT <br />I <br />H. EISNER _� _ _ Si�CSii <br />TAB �Pl+ 96.54_ <br />a 2 X 2 STAKE <br />ES I¢Qt�71 � <br />2 X 2 STAKE <br />STA. 121 + 05 TO STA. 205 +00 <br />UNCL. = 31,270 C.Y. <br />FILL = 38,468 CL Y. <br />BORROW = 16,837 C.Y. <br />SIDE ROAD LT. <br />STA. 158+83.06 - STA.5"F"+00.00 <br />PROFILE bRIGINAL GROUND "1=" LINE <br />--STA. 3"F"+50 BEGIN CONSTRUCTION <br />—PROFILE FINISHED GRADE"F" LINE <br />900 m F_ <br />O"F" IMF" 2"F" 3"F" 4"F" 5RF" <br />�- PROFILE FINISHED GRADE C/L <br />arN <br />N! <br />njl <br />n <br />Into <br />1_ k3 w <br />a0 <br />H. EISNER <br />OBLITERATE _OLD- RD.___-_ _- - <br />STA. 73+72 TO STA. 202+22 a fI <br />118' ♦,- <br />8.M 16 <br />— . 1 <br />180 <br />i <br />--��7 ^�i� PZ 2 X42* 3 26 <br />N' <br />—_ 2X2 STAKE -$4 �C <br />MARKER POST A <br />0 <br />PI. = 172+50.03 <br />p <br />g+ <br />I = 173°-52'-00" <br />-__ <br />A = 6°-08'-00" <br />et <br />D = 2°-00' <br />\ P 1. 172 <br />T = 153.49' <br />2 X 2 STAKE <br />L = 306.67' <br />3 <br />E = 4.11' <br />R = 2864.93' <br />SE = 0.056 FT./FT. <br />VG -640' <br />cli <br />am ` -PROFILE ORIGINAL GROUND C/L <br />890: <br />0 <br />Si <br />p <br />g+ <br />0 <br />rn <br />O <br />$ <br />►- <br />8i <br />et <br />9 180 <br />I <br />2 <br />3 <br />4 <br />185 <br />.6 _.-_. <br />m; <br />STA. 173 + 82 <br />+, <br />1-72"X 70' PIPE CATTLE PASS REQ'D. <br />CDO <br />INLET 01.0 DISCH. 96.0 <br />cS <br />DITCH FOR INLET <br />BB.Q <br />V.C_s <br />1275' <br />1.870 <br />- <br />e <br />-2T <br />., +32- <br />4 X 52' C. P. REQ'0. <br />INLET 73.2 DISCH. <br />72.9Al <br />. <br />r <br />a�ao <br />t <br />j <br />t <br />«i <br />O <br />Igo <br />p <br />p <br />0 <br />�K03 <br />n 0061 <br />cR <br />ap <br />C <br />i0 �QD ti v <br />O <br />-- <br />1 <br />1 <br />AD <br />---m <br />r <br />m <br />m <br />{�_ <br />m <br />-- <br />m <br />.- <br />$ <br />$ <br />- .4 <br />..__ <br />_ <br />6 <br />?---_._-_e_..._ <br />9k0 <br />1 2 <br />3 <br />4 <br />165 <br />6 7 <br />8 <br />9 <br />170 <br />1 <br />2 <br />3 4 175 <br />6 <br />7 <br />8 <br />^p T. NONN <br />N <br />a> wp0. <br />2 RY <br />_ Ilk- <br />B.M. 17 <br />'IV <br />l B.M.17 <br />nIV <br />T. NONN <br />Q' <br />910 <br />V,C. = 760' <br />400 <br />890 <br />STA. 182 + 50 <br />1-72" 1 X 44' X 581 C. M.P.A REQ'D. <br />INLET 98.8 DISCH. 95.0 880 <br />0 <br />8i Oi <br />0 <br />Si <br />p <br />g+ <br />0 <br />rn <br />O <br />$ <br />►- <br />8i <br />et <br />9 180 <br />I <br />2 <br />3 <br />4 <br />185 <br />.6 _.-_. <br />