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8Z1 - 9 ' o <br /> i] Q BAKER ROAD <br /> N (� N•,R 8 Ee �NQ INDEX iILE '',. YEAR �NO,T I TMA <br /> 9alki9 <br /> OI-2Q PI/9-J- 19 9-149. 1969 1 8 1 13 <br /> I c� <br /> Sec. 8 arm Sec. 9 <br /> , k <br /> g <br /> O <br /> e y <br /> O W <br /> i t <br /> I <br /> Construction 8 Pi?' ' N, 68°46'E" 2652.67' € Construction 8 r'i':'c`--' N. 88°44'30'E 5284.85' <br /> pd.irdn Pipe 2011 ry <br /> a A /W MVoL4,p9.8 '91W <br /> _ 210 1 2 34 6 T 5 6 7 <br /> 210 t 4 7 8 240 9 <br /> R/W R/W <br /> IOR <br /> g ` <br /> .r <br /> t <br /> I � <br /> h <br /> t% r <br /> N —1 <br /> N �Y <br /> OI <br /> CV u <br /> 3 <br /> Sec. 17 a Sec. 16 u <br /> 1 <br /> I' <br /> I <br /> �I <br /> Scale I"=100' <br /> BM -45 BM.-45 BM.-47 _ . . ,.. <br /> BM-46 BM.-49 B.M-50 i <br /> Sat Ship Spike in �(P. Rt. _ . S¢t Ship SPA <br /> in D. Rf. Sat Ship Spikt in J.P. Rt. Set Slap Spilee in i.lP. Rt. Set Ship SpiKe in P.P. Rt. Set Ship Sp Ke in P.P. RI. <br /> i • <br /> Sto.2/2*84 E/ev 78.40 S1o.2/T�II Elev. 78.98 Sto 220#01 <br /> Elan 79.82 Sto.225R49 E/ev B0.67 Sta.231 69 E/ev. 60.20 SYo 23 55 E/av 79.89 <br /> _,. . . _ L....._ <br /> 85 <br /> I I <br /> r <br /> 84 ; E { <br /> �` ; � 84 ..I <br /> - <br /> 83 <br /> 41 '_ I _. 82 <br /> E81 81 <br /> - + - <br /> , 1• I 655 _ <br /> 80 1 l _ <br /> � i _. : _. ._ a <br /> _ 80 <br /> 79 h I <br /> 79 <br /> I <br /> 78 ! 7B i <br /> _ _..-.., -1 - <br /> 77 f 7 .. <br /> l 1 <br /> 1 7 <br /> r I I 1 ! <br /> L <br /> 76 <br /> 76 <br /> - e <br /> @75 ?5 <br /> 74I 74..- <br /> i 73 <br /> 1 I i <br /> I- <br /> 73 — — <br /> _ I` <br /> 72 <br /> q <br /> S <br /> HEET <br /> Paad.App ach Yorddya Inouds ' m Quantlf> a slow <br /> TOTALS <br /> EXCAVATION 59 63 58 51 55 53 53 57 60 65 63 56 45 45 55 60 66 81 115 105 70 64 70 70 59 53 40 26 23 30 1770 <br /> EMBANKMENT 1 24 21 20 24 1 24 24 1 22 1 23 23 22 1 24 1 20 24 1 30 25 25 18 I1 23 34 32 1 32 28 30 1 34 1 31 32 40 1 40 1 39 799 <br /> 210 1 2 3 4 5 6 7 8 9 220 1 2 3 4 5 6 7 8 9 230 1 2 3 4 5 6 7 8 9 240 <br /> w :; <br />