210

40

Sta.
tion.

RECAPITULATION. 00 42' 100 48' 19 11020

30 3.10 50 60

Total
Distance.

Distance.
Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist.

Dist.
Dist. Dist.

Straight
Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad.

Rad. Line.

Miles.
8185.5 7162.5 57.301 3820 2863 2292 1910 1637 1432.5 1146 955 |
1.079 1.117 7.06410.26511 6.81810.44501 5.246/0.3551 4.4321 1.136 3.1631 23.959 07.014, Westfield to N. Y. Line.
0.7765 0.7433

0.1610
0.7007 0.5397

4.438 8.424 Con. River to Westfield.
1.079 1.117 17.8405 0.265117.5613)0.44501 5.40710.3550/5.13271 1 6757 3.163) 28.3971 62,438

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

Synopsis of estimated cost of Grading and Bridging North Route from Tekoa mountain to the State line.
I Ascent
De- Total Elev. of Elev. of Grade

Masonry. Perchesi
Length. Total of Total scent of! De. G. ab.ground per Excavation, Cubic yards. Emlank. Bridg.

Grub: Amount.
length. Grade.
Ascent. Grade. scent. Con. above mile,

ment,
es. Abut. Culverts bing.

REMARKS.
Feet. Miles.

River Ct. R.
Earth. Rock. L. Rock Cub. yds. length ments & & side.

Dolls. Cts.
Miles. Feet.

Feet.
Feet. Feet.
Bench. Bench.

walls. Feet.
Feet.

Feet. Piers. from 872 180.5|197.426

Sta. 972 is the same 10 904 3200 0.606 9.00 9.00 189.5 192.039 14.851 23780.26 2928.68 2938.58 9027.01

997409 as 8653 of Synopsis A

23.00 900
955 5100/0.9651 1.571

of G. Brook Route,
179.445 level. 20284.69 7321.65 908.11 41766.64

1174.80 600 17323 25 from Siony hill to Te-
1031 7600 1.439 3.011| 40.00 49.00

229.5 222.692 27.78\ 39064.18) 10877.19

26436.001 370 895.402387.2012130 33317|22koa mountain. 1080 4900 0.928, 3.939 10.00 59.00

239.5 243.0 13 10.77 29643.10 1192.58

36832.67; 240 1809.60 704.00 3180 17163,07| This distance for
1220 14000/2.651 6.590 72,50| 131.50
312.00 306.07327.34109321.55 8120.70)

55295.81 250 1340.00 2516.50 56001 4292673 grade, curvature, and

bridging is best, but
1411.5 19150 3.626 10.217120.00 251.50
432.00 433.760 33.09) 71402.43 202.08 2309.481 42238.10

1903.50 4010 22240 97! $5891.12 more than
1490 7850 1.486 11.7041 46.50) 298.00
478.50471.50 31.27 8683.87

22939.23 295 873.201 146.20 12463|54|by east side of rivor. 1587| 970011.837113,541 76.00! 374.00! 554.56560.25 41.36! 19789.381 2115.54!

17015.01 130 204.00! 341.60 500! 11928168 1677 9000 1.705 15.246 122.00| 496.00

676.301655.50 171.57 1900.89 8057.64] 53766.19 200 1737.60

21451 49 1704 270010.511 15.7571 23.00 524.00) 701.50 672.33 154.7 11952.20 150.00

52195.641 380 5754.30

29716 35 1724.9 2090 0.396 16,153 32.50 556.50 737.00!7:26.25 181.71

18425.94

39.20 16343198
1778 53101.005 17.1581 77.50 634.00

814.5 802.10 77.20 36845.62 25488.22 (153123.99 2901 8368.00 5425.00/2600 82000187 * 90 feet of this same
19902120014.01621.1741330.00 96 1.001

11144.51143.48 82.181113115.19 62553.63144322.78|156136.66 900 16958.301 434.801417011644409, length of common
20091 120010.227 21.301 5.00 969.00
1149.5.1146.99 22.00

road bridge at sum5129.11 50 204.00

2433 82

mit. 2168 16600 3.144 24.545 225.00 1194.00

1374.5 1400.00171.56 144463.04|106204.49 5849.15 349854.30 *300 5063.20 186.00 67301527721211 Highest point at 2220 52000.984 25.529 17.501211.50 1392.0 1418.77 17.76 44949.60 4658.50

24502.73 25 127.60 67.2027001 14678 121 Washington summit

is 1418.776 feet above
2272 5200/0.984|26.513
20.50 20.5011371.5 1367.50 22.00 20837.40 2421.27

17864.02
238.80

7567 45 Con. River Bench, or
2372110000 1.894 28.407
1.50 22.00 1370.0 1370.00 .79 56227.85

19731.05 30 66.00 56.40 16217181|1438.776 feet above
24141 42000.795 29.202
10.00 32.00 1360.0 1371.90 12.57 15789.72)

9144.721

74.80

3870|14 jordinary low water.

$3828,74 included 251410000 1.89431.096

135.00 167.00 1225.0 1225.3071.28:53292.0:-) €03.19|19477.00 15488.30 269818400 3.485 34.5811 285.00/452.001 940,01 922.25181.781 17530.231

477.60 213043316 60 for piling, &c. thro' 111552.511167823.081

137501 39282/96. Ainsiale meadowa.

721

es.

SYNOPSIS OF ROUTES- Continued.)
Ascent !

Bridg. Masonry. Perches.
Length. Total of
Totai of Total G. ab. ground Per
Excavation. Cubic yards. Embank-

Grub. Amount.
length. Grade.

ment.

Abut. Culverts bing.
Stations.

length ments &

and side Feet. Miles. Miles.

Cubic yrs. Feet.1 Piers.

Cte.
walls. Feet.

Dolls.
2710j 1200111.228|31.809

16547.53 100 1120.00

7549/51 2831 12100 2.292 37.101| 15.00 1226.50 950. 964.03 6.54 97852.51

79808.6% *28 560.00 263.101 21786 15 2908) 7700 1.459|38.561 5.00 462.00 945. 939.80 3.42 79930.22

10276.99 79739.98 144 1322.80 324.30

28164/28 3034 12600 2.386 40.946 107.50 1334.00

31003.80 111552.241 120 4424.00 253.40 11001 54391 18 1306632000.607 41.553

2290.50 6512.16 726 288.00 65.40

3895 95 3108] 4200 0.795 42.318 10.00 1344,00

17920.16 9926.02

65.40 45001 21701 40 31661 5800 1.099 13.447 2.50/1346.50

10158.32 12979.41

31.20

1223679 3280/114002.159 45.606 90 00552 001 975. 972.50 41 68 124408 74

80526.96 172 38.00 402.10

26064 89 33841040091.969.47 5751 110.001662.00 565. 848.95 55.81 65464 55

113169.901 1001 761.60 76.801 2950! 30285/31 3439 5500 1.042 18.017 14,32 676.32 850.68 850.68 13 76 41665.48

12578 25

670.00

9338|09 Total. 118.617

1493422.783.073.71|167005.02 881127.85/4122 47154.40 18172.50 4383097634111
From 110, east side Ct.

Extract m Synopsis “A” of Garden Brook Route, from east bank of Con. River to Sta. 865 1-2 at Tekoa Mountain.
Riv. to 865 or 972 above. 14.3031

169965/54
From Ct. R. to S. Line. 162.925

Total cost,

1146806 65 do.substituting "D" line.163.104

| Average cost per mile, 18224.97 Total cost of which is $1,144,637.16, keeping open the Poninosuc Turnpike, averaging per noile,

18138190 Second Line from Sta. 1030, east side of Westfield River, to Chester Village. From 1099

13392.561

205.06

13177,84
8 i 12235775 1.093 2.722 30.50 72.50
312.50 306.07 33.09 616, H.21 1683.31

31418.41 300 1772.30

2355777 2.722

4253.331 47810.97 3001 1772.80 205.06

3703561 Second line from Sta. 2903 "A" line, through "D" line, to 3166 of Main line. to 3028 112000 2.2731 2.2731 99.00 98.00

16795.43 127766.301 120 3032.00 253.40 2100 41369172 9200 1.742 4.015: 24.00 122.00

230 20.67 10351,621 100 73.00 130.80 1500 2197542 “ 3175}! 555011.051 5.006

2.00 2.00 1063 1067.85 2.30 29357.94 99 19.95 11175.65

31.20

1198869
171 153.23

49770,113 119297.07 220 3105.00 415.40 3600 7533383
REMARKS.-* North Street bridge in Pittsfield, 40 ft. wide. t Common road bridge. Il $12,225.4).-$15,831.49 more than “D”: line. | Common road bridge. Level of Hudson and
Stockbridge R. R. For other particulars concerning this line, which is by the north side of Westfield River, see Synopsis “A” accompanying Repori of Jan. 15, 1837. Line east of River to Ches.
ter vil. in 375 feet longer than that on west side. ÝCommon road bridge. This line is 950 feet longer than main line between same points,

2.500

O to

1.57214

24.481

15

8595

RECAPITULATION.

GRADES.
Elev. of Termini Elev. of Grade

Total Elev. of Ter. Elev. of

Costograding)
ROUTES. above Connecti- at do. above

Length. mini ab. & be. Gr. atdo.

and bridging

REMARKS. cut River Con. River

10 20 30 40 50 60 70

1 1

low Worcester ab. & be. 1

90

1 Bench.

Level. 10 ft. Bench. 20 30 40

1

50 60 70 80 82 Miles R. R. Depot. low do. Dolls. Cts. North Route from

1

Eastern,
Tekoa mountain,
180.5

-215.990
Eastern, 197.426|
via the Pontoos uc

232.916
1.57216.744 5.15115.52915.113/6.3821 17.7487.897|48.617

850.680 Western, 850.680 and Pittsfield, to

Western,

976.84111 $20,092.00 per mile. 437.264

+437.264
the State Line.

1
Total cost by substituting “D” line as above, 959,949 62 19,740.00

Total cost by substituting 2d line as above, 954.058 50 19.623.00
Table of Curues 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. I Rad. Rad. Rad. Rad. Rad. Rad. Rad. , Rad. Rad. Rad. Rad. Rad.

LO

LO STATIONS. 10 110 120 130 20 220 30 370370 1340| 40 440 440 50 540 540 160 1640 70 710| 454

REMARKS. 5730 I 4584 3820 3274.281 2865.1 2292 | 1910 1763|1637.1 1528 1432.5 1348.23 1273.3 1146 11041.8|996.52 955 882

820

764
From 872 to 883

11001
892

9001
894 899

5001

550
9041
911
6501

This curve may be changed te
9263

1550

5 1.2 degrees, on radius of 936)

1000

1041.8, by building into the

river, at an additional cost on
943)

700

the whole of 2d grade of
9473

400

$6670.21.
953

550
963;

10501
966)

300
970
974.351

435
988.35

1400
993.35 1002.35)

900
1019.35 1012.85

250
1017.85

500
1023.35 1027.35

400
1033,60 1037.10

350
1056.10

1900 1072.35)

16251 1080.601

825 0089.35 1092.851

350

350

1469.50 to 1502.50 3300 1511.50 to 1525.50 1536. to 1578.50

1400
4250

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. Stations.

20 219 3? 310
20 330 4° 410 41° 50 520 530 60 6.40/70 710 | 45'

REMARKS.
5730 4584 3820 3274.2813274.281 2292 1910 | 1763 (1637.1l 1528 (1432.5 1348.23 1273.3 1146 11041.8996.52 955 882 820 764 8595
From 2156.25 to 2160.50/

425
2180
2198 to 2233,50

3550
2309.50 to 2322.50 13001
2344.50 to 2361

1650
2402.25 to 2430

2775
2455.50) 2550
2480.50 to 2487.50 7501
2502.50 to 2520

17501
2537,75 to 2541.75

400
2566.75 to 2621.75

2500
2638.75 to 2667

28251
2758

1000)
2785.75 to 2799.75 1400

2831.50 to 2852.50 2100
From 25 to 35.50

1050)
681 to 98.50

3000
114 to 128.00 1400
153 to 168

1500
183 2675 1500)
288.50 to 315.25
332.

1400
352.50 to 364.

1150
16
390.25

2625
432.75

1200
497.75 to 546.16!

4831
577.75 to 590.25

1250
33025 4975 18706) 2400 192001139757110119751 8905/2425.9700 | 3150|1050 12885 140012700 1900162522503350 3825

RECAPITULATION.
Dist. Dist. Dist. Dist.

Dist. Dist.
Dist. Dist. Dist. | Dist. Dist.
Dist. Dist. Dist. Dist. Dist. Dist. | Dist. Dist. Dist. Dist. on

Total
Rad. Rad. Rad. Rad. Rad. Rad Rad. Rad. Rad. Rad. Rad. Rad. | Rad. Rad. Rad. Rad. Rad Rad. Rad. Rad. Rad. Straight Distance.
5730 45843920 3274.29 2865 2292 1910 1763 1637.1 1528 1432.5 1348.28|1273.3). 1146 (1041.8 996.52| 955. 882 820 764 8595 | Lines.

Miles. 6.255.0.943.3.543 0.455 3.627 2.647) 1.347 0.3741.6870.460/1.837 0.596 0.198 0.5460.2650.511 0.3590.307\0.4270.066 0.724 21,433 48.617