Synopsis of estimated cost of Grading and Bridging North Route from Tekoa mountain to the State line. 36832.67 240 55295.81 250 22989.23 295 17015.01 130 23.00 900 1174.80 600 895.40 2387.20 2130 1809.60 704.00 3480 1340.00 2516.50 5600 1903.50 4040 873.20 146.20 8057.64 53766.19 200 1737.60 204.00 344.60 500 39.20 52195.64 380 5754.30 18425.94 153123.99 290 8368.00 5425.00 2600 1144.5 1143.48 82.18 113115.19 62553.63 44322.78 156136.66 900 16958.30 484.80 4170 1149.5 1146.99 22.00 5129.11 50 204.00 1374.5 1400.00 71.56 144463.04 106204.49 5849.15 349854.30 *300 5063.20 186.00 6730 1392.0 1418.77 17.76 44949.60 24502.73 25 127.60 67.20 2700 17864.02 72 238.80 19731.05 30 66.00 56.40 74.80 477.60 2130 Length. 0° 42′ 10° 48′ 10 10 20 RECAPITULATION. 1.079 Total Miles. 54.014 Westfield to N. Y. Line. 8.424 Con. River to Westfield. 62.438 Total Con. River to N. Y. Line. Ascent Excavation, Cubic yards. Masonry. Perches Feet. Piers. Sta- Total length. Grade. Ascent. Grade. scent. Feet. Miles. Miles. Feet. Feet. Feet. Elev. of Elev. of Grade Earth. Rock. L. Rock Feet. From 872 180.5 197.426 to 904 3200 0.606 9.00 9.00 189.5 192.039 14.85 23780.26 179.445 level. 20284.69 2928.68 2938.58 9027.01 908.11 41766.64 10877.19 26436.00 370 1192.58 8120.70 955 5100 0.965 1.571 2372 10000 1.894 28.407 2414 4200 0.795 29.202 2514 10000 1.894 31.096 2698 18400 3.485 34.581 202.08 2309.48 42238.10 150.00 814.5 802.10 77.20 36845.62 25488.22 4658.50 20.50 20.50 1371.5 1367.50 22.00 20837.40 9144.72 809.19 19477.00 15488.80 11552.51 167823-081 Dolls. Cts. REMARKS. Sta. 972 is the same 9974 09 as 865 of Synopsis A 1192868 21451 49 2971635 16343 98 common 82000 87*90 feet of this same 16444091 length of 2433 82 mit. road bridge at sum is 1418.776 feet above 152772 21 Highest point at 13750 39282/96 Hinsdale meadows. Total. 148.617 Second Line from Sta. 1030, east side of Westfield River, to Chester Village. 208.00 273.50 25.78 52851.27 2600.00 312.50 306.07 33.09 From 110, east side Ct.. Riv. to 865 or 872 above. 14.308 From Ct. R. to S. Line. 62.925 do.substituting "D" line. 163.104 1493422.7835073.71 167005.02 881127.85/4122 47154.40 18172.50 43830 976341 11 Extract from Synopsis "A" of Garden Brook Route, from east bank of Con. River to Sta. 865 1-2 at Tekoa Mountain. Total cost of which is $1,144,637.16, keeping open the Pontoosue Turnpike, averaging per mile, to 3028 112000 2.273 2.273 99.00 "3129 9200 1.742 4.015 24.00 122.00 13392.561 205.06 616+4.24 114495.01 1683.3 4253.33 34418.41 300 1772.80 1347784 23557 77 47810.97 300 1772.80 205.06 3703561 line, through "D" line, to 3166 of Main line. 75990.05 69103.59 16799.43 127766.80 120 3032.00 23020.67 10354.62 100 73.00 253.40 | 210041369/72 130.80 1500 21975 42 "31751 5550 1.051 5.066 2.00 2.00 1065 1067.85 2.30 29359.64 9919.95 11175.65 31.20 11988 69 REMARKS.-* North Street bridge in Pittsfield, 40 ft. wide Stockbridge R. R. 49776.05 149297.07 220 3105.00 † Common road bridge. || $92,225.42.-$16,891.49 more than "D" line. Common road bridge. For other particulars concerning this line, which is by the north side of Westfield River, see Synopsis "A" accompanying Report of Jan. 15, 1837. Line east of River to Ches 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. 174953.25 415.40 3600 7533383 Level of Hudson and Table of Curves in the approximate location from Tekoa Mountain, { Eastern, -215.990 Western, +437.264 232.916) 437.264 Total cost by substituting "D" line as above, Total cost by substituting 2d line as above, } 976.841 11 $20,092.00 per mile. via Pittsfield, to the western line of the State. 50 50 50이 60 60 70 Rad Rad. Rad. Rad. Rad. Rad Rad. Rad. Rad. | Rad. Rad. Rad. | Rad. Rad. Rad. Rad. | Rad. Rad. Rad. Rad. Rad.! 10 10 10 10 20 20 30 33 34 40 41 40 57304584, 3820 3274.28 2865. 2292 | 1910 1763 1637.1 1528 1432.5 1348.23 1273.3 1146 1041.8/996.52 955 882 820 70 45 7648595 REMARKS. 1400 1900 1625 825 350 350 Stations. 1102.85 TABLE OF CURVES—(Continued.) Rad. Rad. Rad. Rad. Rad. Rad. | Rad. Rad. Rad. Rad Rad. Rad. | Rad. Rad. Rad. | Rad. Rad. Rad. Rad. Rad. Rad, Rad. Rad. 10 10 10 10 20 20 30 30 31 34 40 41 41 50 50 50 60 60 70 70 45 ? 5730 4584 3820 3274.28 2865 2292 1910 1763 1637.1 1528 1432.5 1348.23 1273.3 1146 1041.8996.52 955 882 820 764 8595 110001 2425 1625 1260.10 " 1284.10 2400 REMARKS. TABLE OF CURVES—(Continued.) Stations. From 2156.25 to 2160.50( 2180 to 2233.50 | Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad- Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. 10 10 10 10 20 20 30 30 30 30 4° 4° 4° 50 50 50 60 60 70 70 45 5730 4584 3820 3274.28 3274.28 2292 1910 1763 1637.1 1528 1432.5 1348.23 1273.3 1146 1041.8 996.52 955 882 425 3550 764 " 25 2198 2309.50 to 2322.50 1300 2344.50 to 2361 2402.25 to 2430 1650 2775 66 2455.50 2550 Potter's A, B, and Main Line. 419.75 to 432.75 497.75 to 546.16 4831 2625 1200 RECAPITULATION. 577.75 to 590.25 1250 33025 4975 187062400 19200 13975 7110 1975 8905 2425 9700 3150 1050 2885 1400/2700 1900 1625 2250 3350 3825 Dist. Dist. Dist. Dist. | Dist. | Dist. | Dist. | Dist. Dist. | Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. | Dist. | Dist. | Dist. Dist. Dist. on Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad Rad. Rad. Rad. Rad. Straight 1763 1637.1 1528 1432.5 1348.28 1273-3 1146 1041.8 996.52 955. 820 764 8595 Lines. 4584 3920 3274.29 2865 2292 1910 6.255 0.943 3.543 0.455 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 5730 Total Distance.. Miles. 48.617 REMARKS. |