the 'trigonometrical Operation. 
points whofe fituations have been determined by the great in- 
ftrument Ihould be chofen preferably to the others ; and next 
to thefe, the obje&s that have been fixed by one angle, taken 
with the Argyll-Street inftrument, as more to be relied upon, 
than thofe obferved with the agronomical quadrant or 
fextant. 1 hus an excellent foundation is laid for the improve- 
ment of the plan of London and its environs, which may by 
thefe triangles be rendered rhore accurate than would have been 
poffible by any other mode. 
Table (hewing the bearings and diftances of objedtsl 
fituated in and near London, from the center of the 
Dome of St. Paul’s. 
_ — - — - r 
_ 
Obje&s. 
Bearings from 
the north me* 
rid. eaftward. 
Diftances 
in 
fee t. 
t 
Eaftward 
of the 
meridian { 
of 
St. Paul’s. 
1 
' Newington Church . 7 . 
St. Luke’s Church, Old Street 
St. Leonard’s Church, Shoreditch . 
The weft pediment of Wanftead Houfe 
St. Matthew’s Church, Bethnal Green 
Chrift’s Church, Spitalfields 
Bow Church, Cheaplide . 
Limehoufe Church 
St. George’s Church, Ratcliff Highway 
The Monument 
Severndroog Caftle, Shooter’s Hill 
Tranfit-room of Greenwich Royal Obferv. 
Eltham Church 
Loampit Hill 
Station at Norwood 
South Meridian of St. Paul’s 
o / // 
9 59 39-3 
12 57 53-7 
44 57 39-8 
55 53 4&-4 
59 3 1 37-3 
7° 3 8 37-3 
87 48 4.1 
92 51 6 
98 56 56.3 
ns i 5 45.7 
1 15 28 50.4 
120 43 46 
123 46 4.2 
134 40 48.7 
175 47 18.4 
180 0 0 
17641 
4262.7 
6746.4 
36308.4 
8165.8 
5878.4 s 
1078.1 
15462 
8846.4 
3 XI 4-2 
39963 
25655-5 
41091 
2345°- 1 
37841 
L 1 2 
Weft- 
