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P.I. I "F"+00.00 <br />- xE <br />_p I <br />BENCH MARKS <br />NO <br />STA._ <br />-DESCRIPTION <br />153' LT. R.R. SPIKE IN POLE <br />879-11 <br />15 <br />159+75 <br />16 <br />175+40 <br />115' LT. R.R. SPIKE IN TREE <br />915.84 <br />17 <br />165-4-12 <br />711 Lr. R.R. SPIKE IN POLE <br />906.03 <br />B.P.R. <br />PROJECT <br />SHEET <br />TOTAL <br />DIVISION <br />NUMBER <br />SHEETS <br />4 <br />DS 02550 <br />.9 <br />//,Z <br />x.40.00 1/ * / 1 #11 <br />2" X 2 STAKE STA. 183 + 09 <br />TAB IN PAV'T REMOVE 4X 4X 33' CONG BOX <br />T. NONN <br />0 x <br />4p/ 1 1 . i N <br />001, *5 H. EISNER H. EISNER %NPLL <br />STA. 174 + 28 0 JE �'y'v"R <br />0 <br />REMOVE 4'X4'X39'CONC. BOX <br />OBLITERATE OLD RD. 113' OD <br />P. TO STA. 202 + 2 0 , , <br />P 156+84.88 - 2 <br />YX-2" STAKE K)l t STA. 873 + 72 q <br />0 <br />3 F"+OO CID <br />331 <br />0 <br />"t � + <br />+ i M. <br />0 01 <br />STA. 158 83.06 0 <br />0 4r <br />+ m 115' <br />A, <br />CID 0 0 0 __v - <br />+ <br />0 <br />go, <br />O <br />HYDi. RANT 180 <br />D59 <br />68' PIPE UNDER ROA --�/_ ,.---''� 33 <br />66 <br />tj <br />AMAG -) <br />----------- <br />GO <br />160- N 410-00'!E l(MAGY, 170 <br />55' <br />7TW7, 77, <br />,7. at <br />0 <br />0 <br />-:3 T. NONN <br />t "op P -T. 174+03.21 <br />401- <br />0 + <br />OD + <br />2'X 21"STAKIE <br />+ i 40 55 <br />H! <br />01 wi <br />ILO (D WELL-' + 2X2 STAKE <br />x 0 CID, x <br />0 <br />ol + <br />co O <br />o.a: OD <br />+ (10/, -MARKER POST <br />i 1 00 <br />0 (.01 <br />(D STA. 159 +30 <br />P I. = 158+62.86 REMOVE 8'X3'X26' MASONRY ARCH Pl. = 172 +50.03 <br />EXTENDED WITH 2-24"C.Ps. MARKER POST '17' 1 = 17,30-52'-00" <br />J. GRONENTHAL I = 1830-33-30" 7.6.1-1— -0 1-0011 <br />A = 60 8 <br />A = 30-33-30" <br />Tj�B IN PAVEMENT -00' <br />- <br />D= 10-00'a s p= 20 <br />T =177.98' H. EISNER to T = 153.49' <br />L= 355.83' 2 X 2 STAKE L 306.67' <br />E = 2.76' E 4.11' <br />0,0 — TAB P.C. 170+ 96.54 R 2864.93 <br />R = 5729.65' 0 t <br />S.E. = 0.030 FT/F*r 2 X 2 STAKE S.E. = 0.056 FT/FT <br />P_ 1, t.58,E r <br />2 X 2 STAKE P. T_160 + 40.71 <br />2 X'2 STAKE <br />no <br />It <br />z <br />MM =-MMAM <br />E ". <br />N <br />• <br />0 <br />am <br />I me ro ml i <br />I mc ffj�?Mas 3��-- <br />s• � i �• �j�• �s is i• i• �s i� ice• �• �s +• �• i•' i• �•� �• •! � •) � • (• • • • • •! • • •2' •Z • • �l' •1' •� • •� • • •� •s <br />agw7mmumflo M I I've 77 -t --A <br />m <br />_s �k LAI <br />