0° 42' 10° 48' RECAPITULATION. 10 3040 50 6o Distance. Total 10 | 110 20 210 30 Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Straight Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Line. 8185.5 7162.5 57.30 3820 2865 2292 1910 1637 1432.5 1146 955 1.079 1.117 7.06410.26511 6.81810.4450 5.24610.3551| 4.432) 1.136) 3.163] 0.7765 0.7433 0.1610 9.7007 0.5397 Miles. 23.959 4.438 54.014 Westfield to N. Y. Line. Total Con. River to N. Y. Line. 1.079 1.117 17.8405 0.2651 7.56130.4450 5.407 0.3550¦5.13271 6757 3.163| 28.397 Synopsis of estimated cost of Grading and Bridging North Route from Tekoa mountain to the State line. Amount. REMARKS. Dolls. Cts. 18425.94 39.20 From 872 189.5 192.039 14.85 23780.26) common 814.5 802.10 77.20 36845.62 25488.22 1374.5 1400.00 71.56 144463.04 106204.49 5849.15 349854.30*300 5063.20 186.00 6730 67.20 2700 152772 211 19731.05 30 66.00 56.40 20.50 20.50|1371.5 1367.50 22.09, 20837.40, 1.50 22.00 1370.01370.00 .79 56227.85 10.00 32.00 1360.01371.90 12.57 15789.72 135.00 167.00 1225.01225.30 71.28153292.0 285.00452.00 940.0 922.25 81.78 17530.23 803.19 19477.00 15488.30 11552.51167823.08 14678 42 Washington summit is 1418.776 feet above 7567 45 Con. River Bench, or 1621781 1438.776 feet above 387014 ordinary low water. $3828,74 included 43316 60 for piling, &c. thro' 39282|96|insdale meadows. 1062.50 1062. 12.57 1065.00 1067.85 2.27 90 00 552 00 975. 972.50 41 68 110.00 662.00 $65. 14.32 676.32 850.68 848.95 55.81 850.68 13 76 65464 55 41665.48 12979.41 80526.96 72| 38.00 113169.90 1001 761.60 12578 25 31.20 12236 79 402.10 26064/89 76.80 2950 30285/31 670.00 3034 12600 2.386 40.946 107.50 1334.00 3108 4200 0.795 42.348 10.00 1344.00 3166 5800 1.099 43.447 1052.50 level. 10276.99 31003.80 111552.24 120] 4424.00| 2290.50 6512.16 +26 288.00 17920.16 9926.02 9338 09 1493422.7835073.71167005.02881127.85 4122 47154.40|18172.50|43830 97684111 Extract from Synopsis "A" of Garden Brook Route, from east bank of Con. River to Sta. 865 1-2 at Tekoa Mountain. 148.617] Riv. to 865 or 872 above. 14.308 Total cost of which is $1,144,637.16, keeping open the Pontoosuc Turnpike, averaging per mile, Second Line from Sta. 1030, east side of Westfield River, to Chester Village. 42. 12235775 1.093 2.722 30.50 72.50 312.50 306.07 33.09 61644.24 2.722 114495.51 4253.331 47810.97 300 1772.80 205.06 3703561 Second line from Sta. 2908 "A" line, through "D" line, to 3166 of Main line. REMARKS. * North Street bridge in Pittsfield, 40 ft. wide. Common road bridge. $92,225.42.-$16,831.49 more than "D" line. Stockbridge R. R. For other particulars concerning this line, which is by the north side of Westfield River, see Synopsis "A" accompanying Report of Jan. 15, 1837. ter vil. is 375 feet longer than that on west side. Common road bridge. This line is 950 feet longer than main line between same points. Line east of River to Ches 174453.23 415.40 3600 75333 83 Level of Hudson and Table of Curves in the approximate location from Tekoa Mountain, via Pittsfield, to the western line of the State. Rad Rad. Rad. Rad. Rad. Rad Rad. Rad. Rad. Rad. Rad. Rad. Rad. | Rad. Rad. | Rad. 10 110 120 130 20 210 30 310 310 33040 410 410 50 50 530 57304594, 3820 3274.281 2865. 2292 | 1910 1763 1637.1| 1528 |1432.5 1348.23 1273.3 1146 |1041.8 996.52 STATIONS. Rad. Rad. Rad. Rad.] Rad. 60 60 70 720 45' 955 882 820 | 764 8595 REMARKS. 15 TABLE OF CURVES-(Continued.) Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Rad. Rad Rad. Rad. Rad. Rad. Straight Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad Rad. 1763 1637.1 1528 1432.5 1348.28 1273-3 1146 1041.8 996.52 955. 882 820 764 8595 Lines. 5730 4584 1910 3920 3274.29 2865 2292 3.627 2.647 1.347 0.374 1.687 0.460 1.837 0.596 0.198 0.546 0.265 0.511 0.359 0.307 0.427 0.066 0.724 21.433 6.255 0.943 3.543 0.455 |