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291 -m <br /> ........... ......... ------- ...... <br /> .................... ...... ........ <br /> F 80A0 I WASHINGTON STREET <br /> INDEX IFyoE YEAR <br /> 11"I 0;TLAL <br /> T <br /> 12;T 27-LI 2' 1 W 417 1 1055 1 2 1 <br /> _j <br /> > W z <br /> > <br /> It I I <br /> > <br /> z z <br /> W <br /> UA <br /> 7— _j <br /> ti <br /> a: cc <br /> 7 LLJ z <br /> < <br /> IF lb <br /> N. 710 2 9'E. 5,671.0' <br /> Ie <br /> 48 <br /> m <br /> 5 6 7 a 9 <br /> 30+00 1 3 4 40+00 3 4 5 6 7 a 9 50+00 1 2 3 4 5 6 7 8 9 60+00 <br /> IF <br /> Il <br /> SCALE : I 10 0, <br /> 7-­ ........... . ...... <br /> BM- 21 BM-22 BM-30 B M BM-33 13m- 90 BM-34 BM- 35 BM- 91 <br /> J.P.-&E.cor. -S.E. c or. <br /> R.R. Spike R.R.Spike-J.P. fl. R. Spike-J.P-S.E.cor. S.w.cor,. .. ....... R.R. 8pike-JR-S.F.cor. R. F" 5 Pike- L).P R+. R. R. Spike-F.P-S.W.car, Chiseled Von doorstalsof R. R. Spike Rt <br /> �ommunlfy Market, S.E.m. <br /> Sta.31+96-Elov. 114.84 StcL37#4E-Elev.115.49 <br /> Sta.42+86-Elev. 116.53 Sta.46#23- Efev. 116.13 Sta.49+55-Elev. 115.65 Sta. 53*15-Elov. 110.00 to 57 116.86 Sta.59+97- E lev. I <br /> Sta.34+38-E I ev. 114.9.5 1108 <br /> ........... ...... ....... . ........ <br /> L <br /> ........... -------­-- <br /> ......... .. ........ .......... ....... <br /> 117 <br /> j 17 <br /> ................... <br /> ................... <br /> . . .......... <br /> ........... ...... ......... ........ ------- <br /> 6 ry <br /> .... ....... <br /> f F <br /> 114 1 f; i II ed I P-rc <br /> ............ 14 <br /> ....... ............ ....... ------ -- ---- <br /> 4 <br /> 4z: <br /> — -------------- <br /> + <br /> ........... <br /> A A 2....... <br /> ..................... -------- ...... ........... . .................. 112 <br /> t ...... <br /> .. , _. . ' _ . � - E <br /> r <br /> G"I ......fi,t 110 <br /> -D f <br /> L <br /> 4 <br /> ........... <br /> .......... J­ <br /> r <br /> r <br /> I c <br /> a_._.--—-—---- <br /> .... ....... <br /> SHEET <br /> ........... <br /> + <br /> 71 10t8 <br /> ' TOTAL <br /> Excavation 144 171 213 ITI 125 167 157 148 185 198 232 213 134 as 83 134 120 56 1 51 1 56 1 56 56 56 56 5.6 56 65 65 42 1 42 3397 Cu. Yards <br /> Embankment 1 28 23 5 0 14 32 32 1 23 14 1 14 1 19 1 19 1 19 37 56 1 28 60 134 1 148 1 130 1 134 1 157 144 1 120 1 139 1 157 1 93 1 79 1 232 1 236 12326 Cu. Yards <br /> 30+00 1 2 3 4 5 6 7 8 9 40+00 1 2 3 4 5 6 7 8 9 50+00 1 2 3 4 5 6 7 8 9 60+00 <br />