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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.
20 30 3° 4° 50 60 Distance.
Dist. Dist. Dist. Dist.
Dist. Dist. Dist. Dist. Dist. Dist. Straight
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 7.064 0.2651 6.818 0.4450 5.246 0.3551 4.432 1.136 3.163
23.959
0.7765
0.7433
0.1610
0.7007 0.5397
4.438
1.117 7.8405 0.2651 7.5613 0.4450 5.407 0.35505.132716757 3.163 28.397

1.079

Total
Distance.

Miles.

54.014 Westfield to N. Y. Line. 8.424 Con. River to Westfield.

62.438 Total Con. River to N. Y. Line.

Ascent
De- Total
of Total scent of De-

Excavation, Cubic yards.

Masonry. Perches
Grub- Amount.
Embank. Bridg-
ment, es. Abut- Culverts bing.
Cub. yds. length ments & & side-
walls. Feet.

Feet. Piers.

Sta-
tion.

Total

length. Grade. Ascent. Grade.

scent.

Feet. Miles.

Miles. Feet. Feet. Feet.

Elev. of Elev. of Grade
G. ab. ground per
Con. above mile.
River Ct. R.
Feet. Bench. Bench.

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
229.5 222.692 27.78 39064.18
239.5 243.013 10.77 29643.10
312.00 306.073 27.34 108321.55
432.00 433.760 33.09 71402.43
478.50 471.50 31.27 8683.87
554.56 560.25 41.36 19789.98 2115.54
676.30 655.50 71.57 1900.89
704.50 672.33 54.7 11952.20
737.00 726.25 81.71

2928.68 2938.58
7321.65

9027.01

908.11 41766.64

10877.19

26436.00 370

1192.58

8120.70

955 5100 0.965 1.571
1031 7600 1.439 3.011 40.00 49.00
1080 4900 0.928 3.939 10.00 59.00
1220 14000 2.651 6.590 72,50 131.50
1411.5 19150 3.626 10.217 120.00 251.50
1490 7850 1.486 11.704 46.50 298.00
1587 9700 1.837 13.541 76.00 374.00,
1677 9000 1.705 15.246 122.00 496.00
1704 2700 0.511 15.757 28.00 524.00
1724.9 2090 0.396 16.153 32.50 556.50
1778 5310 1.005 17.158 77.50 634.00
1990 21200/4,016 21.174 330.00 964.00
2009 1200 0.227 21.301 5.00 969.00
2168 16600 3,144 24.545 225.00 1194.00
2220 5200 0.934 25.529 17.50 1211.50
2272 5200 0.984 26.513

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
2421.27

20.50 20.50 1371.5 1367.50 22.00 20837.40
1.50 22.00 1370.0 1370.00 .79 56227.85
10.00 32.00 1360.0 1371.90 12.57 15789.72
135.00 167.00 1225.0 1225.30 71.28 153292.05
285.00 452.00 940.01 922.25 81.78 17530.29

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
of G. Brook Route,
17323 25 from Stony hill to Te-
33317 22 koa mountain.
1716307 This distance for
4292673 Bridgingurature, and
22240 97 $5891.12 more than
12463 54 by east side of river.

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
14678 42 Washington summit
7567 45 Con. River Bench, or
16217811438.776 feet above
3870 14 ordinary low water.
$3828,74 included
43316 60 for piling, &c. thro

13750 39282/96 Hinsdale meadows.

[blocks in formation]

Total.

148.617

Second Line from Sta. 1030, east side of Westfield River, to Chester Village.

[blocks in formation]

208.00 273.50 25.78 52851.27 2600.00 312.50 306.07 33.09

[blocks in formation]

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,

[blocks in formation]

to 3028 112000 2.273 2.273 99.00 "3129 9200 1.742 4.015 24.00 122.00

[blocks in formation]

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

[blocks in formation]

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.

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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.

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1400

[blocks in formation]
[blocks in formation]

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

[blocks in formation]

1625

1260.10

"

1284.10

2400

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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

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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.

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