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CAMPUS MONUMENT SURVEY

Thesis for thc Degree of B, S.
J. 5. Aldrich w. L. 'Als'ton

L... J. Samppala
1935

 

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Campus Monument Survey

A Ehesia Submitted to

The ,,F§°Elty of
IIICHIGAII STA'E‘E COLLEGE
of
AGRICULTURE ARI:- APPLIED SCIENCE

By

 

:‘r. d. marten . w. L. Alston L. J. Supp-tn

Candidates {or the Degree 01’

Bachelor of Science

June 1935

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TABLE OF CONTENTS

  
  
  
  
  
  
  
  

Mir-management ‘
Inmuon
Pureoap ¢ S¢9po
Fieidwork
Computations a: Results
Observed Angles
but. Reduced to Sea Level
Inverse No. 3.
Traverse Ho. 2
~ Traverse 160.. 3
Btu-means Paints
Coordinates of Points
Tabuietod Coordinates
“ rant Sketches

Conclusion

fl?¢49

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PAGE

1

2

5

6

10

12

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“I ~51.

AOKNOW GEMEET

 

In presenting this thesis it is only fair to aohnovledgea
tlst‘witheut the splendid help and cooperation given us the
lllt'weuld have been impossible. We dish to convey our
thinks to-the Civil Engineering Department of Michigan State
0011830,as a whole, for their willing advice and the loan of
ehiiptment;

U-‘BlpeOielly do we wish to express our appreciation to ur.
Sniih‘gor“his patient supervision, and to Professor Cede for
information and equiptment obtained from him both as an indi-
vidual and as the United states Coast & Geodetic Survey repre-
sehtetive. We, et-all times, found any request for help
rtemptly and cheerfully supplied, and were never lacking in

etvioe‘nor guidance

J. S. A.
W. L. A.

-1- L. J. S.

 

 

 

 

 

 

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INTRODUSEION

For many years it has been the custom for elementary
surveying classes at Michigan State College, to practice sur-
veying on the lawns of the campus. In the course of their
Iverh many stakes had been driven and most of them, having
surved their purpose, were left in the ground. This was a
very bad condition in euveral respects. First, the stakes
driven in at trareree points were located more or less at the
student's own discretion, resulting in some surveys being com-
pleted with amazing accuracy while others showed horrible re-
sults. In either case there was no way for an instructor to
chech.up on the location of errors or to discover which part
of the data had been "dogged". A second, and perhaps a more

or less minor difficulty, was the multitude of stakes which

severed the campus. A party might start out with one set of

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stakes and finish up on an entirely different group. This

of course, led to much confusion and error.

the main reason for finding a new method to supplant
‘the old system came as an outgrowth of the many complaints
from the Buildings and Grounds Department. Power mowers
are used by this department in the upkeep of the lawns of
the campus. many blades were broken off as these machines
ran across stakes left projecting above the ground. It
was a common event to hear the peacefull purr of a lawn
mower stopped with a slang and have the balmy spring air
rent with the profanity of an outraged mechanic. It was
decided that a remedy must be found to alter these conditions.
The remedy chosen was that of concrete monuments whose tops
would set flush with the surface of the ground. These
originally consistefi of fifteen (15) groups, A, to P, with
I, omitted. Each group consists of four (4) monuments num-
bered , one to four (1 to 4).

The area covered was to be from farm Lane Road on the

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salt to the Hospital on the west; and from the R.E.01ds Hall
of Engineering on the south to Grand River Avenue on the north.

It is planned that at later dates othe groups will be

added to the present system.

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PURPOSE AND SCOPE

Ike purpose or this thesis was to accurately determine
tie coordinates of groups A, to P, inclusive, of the campus
monuments.

to do this it was necessary to determine the distances
between the points with an accuracy of at least one in ten
thousand'(l in 10,000). Angles were to be measured by
thlnty tour (24} repetitions. When these preliminary inves—
tigations were completed the data was to be adjusted by the
principles of Least Squares. The coordinates of all points
were to be computed. The computations were to be based on
the united Stases Coast & Geodetic triangulation station,
”£33$@§.msving the x and Y coordinates of 5,000~-5,000
respectively.

The following-pages relate in detail how this work was

done showing results by means of tabulated data,and maps.

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FIELD WORK

iThe iield work done by our party can be divided into
three tarts chaining, turning angles, and sketch mapping.

The chaining was done with as great an accuracy as was
sensible with three men. A transit was used for lining in
iron-'point‘ to point. I n addition to the transit the other
tools used.in chaining were an invar steel tape, thermometer,
string scales, two chaining bucks or stools, a level rod,

a hand level, two marking pins, and two range poles.

Ithe positions of work were as follows: number one man
acted as head ohainman and rod-man for levels. Humber two
man was rear chainman, rear marker, and note keeper.
dumber three man was transit man, front marker, and hand
level man.

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States Coast& Geodetic Survey. It had been standardized
at hhown tension and temperature. This tension was care-
fully held at each reading and the temperature of the tape
recorded."

The chaining done was between the number one point of
each station or group of monuments. The system was tied in
to the triangulation station "State", and the east and west 5
stimuth points to "State".“ Each line was measured at
least two times, the measuring the second time beeing done
in the opposite direction from the first and on different
days. If the error was found to be greater than one in
ten thousand(l in 10,000), the line was measured the third
time. The greatest error on any one line was one in
twelve thousand (1 in 12,000) and the least error was one in
two hundred aim fifty thousandfl in 250,000). The diet-
ances were corrected for temperature, inclination and tape
correction.

-7-

 

 

 

   

 

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v Ilrning angles was done with an ordinary 50" engineers
transit. Accuracy was obtained by measuring 6 direct then
'i reversed with the telescope inverted, and then measuring
the Implement of the angle in the same manner. Thus every
angle was actually measured twenty four (24) times.

Signals used were the flat United States Coast s Gecdetic's
reds.tripcds to hold them in place. The rods were leveled
'up by means of a flat bubble or spirit level.

The accuracy obtained by this method was very satis-
factory. Only one angle had to be re-measured, this being
due to the faulty placing of a signal.

The before mentioned facts took care of the main trave-
rse.' In addition the transit was set up over each number
one point and angles were turned to the subsiderary points,
two, three, and tour. These angles were not measured by
repetition but were taken with great care.

Distances were also taken from number one (1) to the
other monuments of each group, in the ordinary manner.

-8-

 

 

 

 

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l0 corrections were applied to thesendistanoes.

The sketch maping consisted of tying each group of men-
uments into existing structures.

The tools used for sketch mapping were a plane table,
an alidade, a compass, a metalic tape, and a set of pins.
The sketches were with reasonable accuracy and all tying in
distances were measured to tenths of a foot. These sketches
were subsequently traced and blueprints made which are con-
tained in the following pages.

The traverse itself was plotted up on a map of the cam-
pus which was allready in existence.fifiie map is contained in
a pocket in the back of this book.

It is important to note that the traverse itself is
accurate but the map is not. When trying to locate any of
the points , always refer to the point sketches and not to

this map.

-9-

 

 

 

 

 

 

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oomrumaexons AND. RESULTS

The following pages show examples of our computations
ti detail.

Ilt was originally planned to compute the system of points
as outlined by the United States Coast & Geodetic survey
methods. The first thing that had to be done was to figure
the x and y coordinates of the point,?est Azimuth. This was
done but due to the fact that this method involved reducing
angles and distances to grid angles and distances thus length-
ening the computations far beyond the time available this
method was discarded along with the computations for the West
Azimuth. It was decided to use the plain rectangular coor-
dinate system using the government triangulation station
"State", located in front of the power house, as the refer-
ence, or datum point. "State" was given the coordinate

-10-

 

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fhfiype-ef rzsgooo and 3:5,000 . . This brings the origin or
10:. point, of the system about thirteen hundred (1300) feet

”at and six thousand (60000 feet south of the intersection

-ef Harrison Road and Michigan Avenue. By placing the coor-

dinate axis in this position it is believed that all future
additions to the present system will fall in the first quad-
rent of the axis.

Lhiis worked out , this system is composed of three inter—
connected traverses and three auxiliary points. The diet-
ances and angle measurements given for these auxiliary
points are uncorrected values as taken in the field. There-
fore, when using them in the future this fact should be kept
in-mind and corrections made. They do however contain the

field note corrections.

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LIST OF OBSERVED ANGLES OF THE SYSTEM

 

Station

State

v. Azimuth
State
state

I. Azimuth
A-l

A-l

Ail

8-1

8-1

0—1

H-l
J-l
K-l

From

We Azmth

State
B-1

3. Azimuth

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To

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A-l
W.Azimuth
C-1

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B-l

M. B. M.
State

C-l

D-l

E. AZ.
E-l

C-l

172°

20

00°
90

108
23'
03'
51'

. 08'

48:
27'
53'
44!
09'
57'
45'
46'
39'
44'
41'
36'

30.20“
55.00"
40.00"
43.75"
55.70n
06.50"
50.00“
53.80"
07.50"
23.10“
48.80"
28.70”
10.30"
51.25"
11.90"
50.60"
31.25"

52'41.90"

14'
55'
08’
36'

30/00"
52.50"
18.80"
57.50"

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Station Fran To

LJi‘v- ~ K—d h-i 43° 44"5?.50“
”.1 z-' 3-1 3-1 I 121° 54' 15.00"
N31 A91 0-1 .- 179“ 56' 04.40"
ski M-l A—l 260° 27' 45.00"
c-i State D-l 163° 57' 14.38"

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state 1084.954 2 1034-190

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Mean latitude : 42° 43' 50.501"

Elevation factor : s1"
Ra + Avee Ele'Ve

tog Ra ='5.8504093 - % log A - % log a
= 5.8304095 - t r 8.5090488-10 )- e ( 8.5106427-l0 )
= 5.8504095~( 9.2545344~10 >-o 9.25552135-19 )
- 7.3205655

Ra = 20920087.661

 

EldVation factor = 20920088

'89920958 = 0.9999595?

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oonPUIATION OF AZIMUTHS OF TRAVERSE

Line

w. Az. to State
(state. to A-1
'e AZ. to .A'l
A'l to We A.Ze
L's. A2. to 3-1

A-l to 8-1

3-1 to A-1
LA-l to State
B-l to State

State to 3-1
LB-l to a.
State to W.

AZ e
AZ 0
State to V.Az(F)

Discrepancy

Azimuth

15'
2° 25'

59'

~ 59'
-' 42'

27'

95° 27'
182° 44'
272° 12'

12'
03'
15'

15’

56.30"
55.05"

51.30"

05.50"
40.00"
45.50"

56.30"

-11.00"

Corr.

2.8

N2 I

Corrected Azimuth

280°
100° 54.10"
9.20"

5.50”
I?
3.50

10.30"

m5.60"

15' 56.30"

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CGMPUTATIONS or LATITUDE AND DEPARTURE
TRAVERSE N2 ;

 

[pat Azimugl tg A-;

Let. 71.7938
Log Lat. 1.8560875
Log Cos 79° 20' 05.90" 9.2673285-10
Log 387.935 2.58875897-28
Lag Sin 79° 20' 05.90" 9.99243242—10
Log Dep. 2.58119139
Dep. 381 .234

A-l to B-l
Lat. 31.3491
Log Lat. 1.49622518
Log Cos 84° 31' 56.70" 8.97901344-10
Log 329.012 2.51721174
Log Sin 84° 31' 56.70" 9.99801957-10
Log Dep 2.51523131
Dep. 327.515

3-1 to State

Lat 26.4884

Log Lat 1.42305446
Log Cos 81° 47' 46.40" 9.15440630-10
Log 185.630 2.26864816
Log Sin 81° 47' 46.40" 9.99553289-10
Log Dep 2.26418105
Dos 183.7304

 

   

 

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State to west Azimuth

Let
Log Lat
Log Cos
Log
Log Sin
Log Dep
Dep

CORRECTIONS

TREVERSE N3 I

Corr. =

81° 44' 05.70"

901.842

81° 44' 05.70"

Total error

129.651

2.11277680

9.15764655-10

2.95515045

9.99546504-10

2.95069549

892.474

FOR LATITUDE AED DEPARTURE

Latitude (Departure)

 

Constants;

Lat.

Dep.

Line

West Azimuth to A-1
A-l to 3-1
8-1 to State

Sum of all the Latitudes (Deparaturss)

with out regard to sign

0.257

 

156.76

.005

 

892.479

71.7958
51.5490
26.4884

-19-

 

= 0.0001519?

= 0.0000058
Corr. Dep
.0109 381.234
.0048 327.515
.9040 183.730
.0197

Corr.

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.0000

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COMPUTATION OF COORDINATE POINTS OF TRAVERSE N°I

 

 

 

 

 

 

 

 

 

 

 

 

 

Point x Y

State 5,000.000 5.000.000
-592.474 66 129.651

West Azimuth ' 4,107.526J. 5.129.651
+551.252 - 71.5047

4-1 4,455 .755 5,057.5465
+527 .51§_ - 51.5539

5-1 4,516.271 5,026.4924
+ 153.729 - 26.4924

State 5.000.000 5,000.0000

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TABULATED RESUDTS 0F

 

 

Pt¢ 'Line Azimuth I Bearing Distance Latitude

 

 

 

 

 

 

5 s

W.Az
1.15-1 250 59 54.10 579 20 05.905 557.955 71.7955
1 A-B 275 25 05.50 564 51 55.701 529.012 51.5491
5 5-31. 275 12 15.60 881 47 46.402 155.650 26.4554
St st-54z 95 15 56.50 151 44 05.705 901.542 129.651

129.651 129.5515

129.5515

 

Diff .0197

 

 

 

 

 

 

-2l-‘

 

 

 

TRAVERSE 19 I

 

 

 

 

 

Departure Sorrections Balanced '
LaEIffiHe Deparfure
B I'.‘ H S E ‘5."
381.254 .011 .002 - 71.805 581.232
387.515 .005 .002 - 51.5539 527.515
183.750 .004 .001 - 26.492 185.729
892.474 129.651 892.474
‘395717§ 592.474
892.474
.005 Diff

 

 

 

 

 

 

 

 

 

 

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00M?UTATIONS 0F AZIMUTHS OF TRAVERSE 73 II

Line Azimuth Corr. Corroctbd kzimuths
E. AZ to State 90° 26' 26.50" 90° 26' 26.50"
[LState to D-l 2° 00' 55.70" +.29 55.99"
E..AZ. to D-l 92° 55' 22.20" 92° 26' 26.50"

D-l to E. AZ 272° 55' 22.20" 272° 55' 22.49"
[LE.Az to c-1 171° 59' 51.25" +.50 51.55"
D-l to 0-1 54” 15' 15.45" 54° 15' 14.04"
c-1 to D-l 264° 15' 15.45" 264° 15' 14.04"
[Ln-1 to State 196° 02' 45.62" +.24 45.91"
0-1 to 5.416 100° 17' 59.07" 100° 17' 59.95"
State to C-1 280° 17' 59.07" 280° 17' 59.95"
A c-1 to 2.42. 550° 05' 16.25" +.5o 15.53"
State to E. AZ.270° 26' 25.52" 270° 26' 26.50"
State To E. AZ 270° 26' 26.50"
(Fixed)
Discrepancy - 1.18

 

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COMPUTATIONS 0F LATITUDE A39 DEPARTURE

East Azimuth to D-l

Lat.
Log Lat
Log Cos
Log
Log Sin
Log Dep
Dep

E5} to C-1

LOg Gin
Log Dep
Dep

2:1 to State

Lat

Log Lat
Log Cos
Log
LOgSin
Log Dep
Dep

TRAVERSE N2

57° 24' 57.41"
61.455
57° 24' 57 .41"

840 15' 14.04"
642.488
84° 15' 14.04"

79° 42' 0.05"
590.465

79“ 42' 0.05"

2.7775
0.44565757
8.65495893-10
1. 78869854
9.99955627-10
1.78825481
61.412

64.5257
1.80858461
9.00052250-10
2.80786251
9.99781252-10
2.80507455

659.256

69.650
1384295219
9.25157251-10
2.59157988
9.99294437-10
2.59452425-10

584.171

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CORRECTIONS FOR LATITUDES AND DEPARTURES

 

Corr =

TRAVERSE N: II

Total error . Latitude (Deparature)

Sum of all the Latitudes (Deparature)
without regard to 81

Constants;

Line
E. AZ.

Lat.

Dep. =

to D-l

D-l to C-1

0-1 to

State

0.237
136.76

0.063
1084.859

Lat Corr
2.778 .005
64.326 .111
69.656 .121

.237

_2 6‘—

: 0.0017329

=0.00005807

Dep
61.412
639.256
384.171

Corr
.0036
.0371
.0223

 

.0630

1"
I

 

(

 

   

 

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COMPUTATION

Point

State

East Azimuth

OF OOORDINATES

X.

5.000.000
+ 1.064.902
6.084.902
- 61.416
6.023.466
- 639.293
5.384.193
- 364.193
5.000.000

1% 7-

OF TRAVERSE N° II

Y'

5.000.000
-—8.345
4.991.655
...iuaimaa.
4.994.458
- 64.215
4.930.223
+69.777
5.000.000

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TABULATED

RESULTS

OF

 

Pt.

Line) Azimuth

Bearing

Distance

Latitude

 

 

 

812i

Sto‘E. I
270 26 26.50

EoAZo‘D

E.Az. 92 55 22.49

D

D-G 84 15 14.04

G-St. 100 17 69.95

 

 

 

S89 55 55.50E

N87 24 57.51W

384 15 14.04W

N79 42 00.05W

 

1084.954

61.485

642.488

590.465

N

 

 

2.778

69.656
72.454

 

 

8.545

64.526

 

72.671
72.454

Diff. .257

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TRAVERSE N9 II
_D_ena_r1uge Coryectiqns Balanced
ng1tude Dep§rature *fiifl Dep.
E w N s E w
1064.902 . - 6.345 1064.902
61.412 .006 .004 2.763 -61.416
639.256 .111 .037 -64.213 -639.293
364.171 .121 .022 69.777 -584.195
1064.902 1064.636
1064.639
.063 Diff.

 

 

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309.5601 546 .6. — _ . 609.6601;

616.16- fi87.3' £00. ' .‘ 600. 814.16

 

593.986- dIS.£é- 730. . III. $013.95G

 

 

W
958.6801 SOB.§80£
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damn—3:2

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mwmw><mlr

 

 

1EEQEPUTATIONS<_Q§- AZIMUTHS 0F TRAVERSE NBIII

‘Linl ’ Az imam Corr . Corrected A2 1muth
0.1 to 0—1 84° 15' 14.04" 64° 15' 14.04“
1.0-1 to E-l 124° 46' 10.30" -.10 10.20”
061 to 3-1 209° 01' 24.64" 209° 01' 24.24"
8—1 to D-l 29° 01' 24.34" 29° 01' 24.24"
A D-l to F-l 77° 41' 50.60" -.10 50,50"
3-1 to F—l 106° 43' 14.64" 106° 43' 14.74”
F-l to E-l 266° 43' 14.94" 286° 45' 14.74”

‘A E-l to 6-1 159° 36' 51.26" -.09 31.16"
3-1 to 6-1 66° 19' 46.19” 66° 19' 45.90"
6.1 to F-l 246° 19' 46.19“ 245° 19' 45.90"
A 9-1 to H-l 194° 52' 41.90" -.10 41.80"
6.1 to H-l 61° 12' 26.09" 81° 12' 27.70"
6-1 to 6-1 261° 12' 28.06" 261° 12' 27.70"
1.6-1 to J—l 210° 55' 52.50" -.10 52.40"
3.1 to 1—1 112° 06! 20.59" 112° 08' 20.10"

'81-

 

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Llno Aiimimh Corr. Corrected Azimuth

I

J-1 to 2-1 292° 08' 20.59" 292° 08' 20.10"

 

A 3-1 to K-l 164° 08' 18.80" -.10 18.70"
J~1 to K-l 96° 16' 59.59" 96° 16' 56.80"
K-l to J-l 276° 16' 59.57" 276° 16' 59.80"
A.J-1 t>L-1 178° 58' 57.50" 309 57.41"
541 to L-1 94° 55' 56.87" 94° 55' 56.21"
L-l to 2-1 274° 55' 56.87" 274° 55' 56.21"
1.5-1 to M-l 45° 44' 57.50" -.10 57.40"
L~1 to M-l 518' 58' 14.57° 518° 58' 15.61"
u-l to L-l 158° 58' 14.57" 158° 58' 15.61"
[.Lalto N-l 121° 64' 16.00" -.10 14.90"
Mal to N-1 260° 52' 29.57" 260° 52' 28.51"
N-l to M-l 80° 52' 29.57" 80° 52' 28.51”
1.2-1 to A-1 260° 27' 45.00" -.10 44.90"
N—l to A-1 541° 00' 14.57" 541° 00' 15.41"
441 to N-l 161° 00' 14.57" 161° 00' 56.46”
LN-1 to B-l 114° 27' 80.00" -.09 . 49.90"
A41 to B-l 275° 28' 04.5?” 275° 28' 05.80"

Ari-to B-l 275° 28' 05.50"
(Fixed)
Discrepancy + 1.07”
.32.

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D-l to 53;."

12-1

Lats
Loz‘Lat
Log Gas
Log
Log Sin
Log Dop

,Dop

to F-l

Lat
Log Lat
Log Cos
Log
Log Sin
Log Dep
Dep

F-l go Q:1

Lat
Lag Lat
Log 603
Log
L05“81n
Log Dep
Dep

TRAVERSE N3 III

29°.01' 24.24"
770.680
29° 01' 24.24"

73° 16' 45.36"
589.077
75° 16' 45.36"

66° 19' 45.90"
420.590
66° 19' 45.90“

cowamnoyg OF mnmugg AND DEPARTURES

675.899
8.82859498
9.94172089‘10
2.88687409
9.68589106-10
2.57276515

573.908

169.485
2.22912266
9.45895059-10
2.7701720?
9.98123785-10
2.75140992

564.170

168.777
2.22751371
9.60566133-10
2.62565238
9.96183329-10
2.58548567

385.022

 

 

 

 

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Lnt.‘ 55.815

Log Lat 1.73089%L1
Log Cos 81° 12' 27.70" 9.18427451-10
Log 552.0665 2:64662 70
Log sin 81° 12' 27.70" 9.99486186-1o
Log Dep 2.54149 05
Dep 647.950 /

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H-l to 3-1 .
Lat 226.5229

 

Log Lat 2.55473618
Log Cos 67° 51' 39.90” 9.57617255-10
Log 600.570 2.77886563
Log Sin 67° 51' 39.90" 9.96873895-10
Log Dep 2.74830258
Dep 556.29%

7.1 to 3-1 ‘
Lat 68.5&2
Log Lat 1.8fi608039
Log Cos 83° 43' 21.20" 9.0i879105-1o
Log 627.0315 2.78728936
Log ggfi 83° 43' 21.20" 9.9473881?
L08 Dep 2.78467753

Dep 623.272

 

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Log Lat

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Log
Log Sin
Log Dep
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85? 06' 25.79”
655.325
85° 06' 25.79"

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786.795
41° 21' 45-63"

80° 32' 29337"

548.861
80° 32' 29.37"

54.194
1.75395583
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2.71594679

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90.196

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Log Lat
Log Cos
Log
Log Sin
Log Dep
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Constants:

F-l
G-l
H-l
J-l
K-l
L-l
M-l
3-1
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18° 59' 46.50"
429.407
18° 59' 46.50"

 

406.022
2.60854897
9.97567985—10
2.65286912
9.51255936-10
2614542848

139.775

CORRBCTIONS FQR LQTETUDE AND DEPARATURE
TRAVERSE N3 III

Lat‘ ‘ —é%%§:7§2 = 0.00004477
n.9, g .048
4684.71 4 0.000010246

Lat. COrr. Dep. Corr.
673.899 .030 373.908 .004
169.483 .008 564.170 .006
168.777 .007 385.022 .004
53.815 ..002 387.930 .004
226.322 .010 556.292 .006
68. 562 .003 623.272 .006
54.194 .002 633.008 .007
590.522 .026 519.932 .005
90.196 .004 541.399 .005
460.022 _LEEE. 139.775 _;23£
I112 .048

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COMPUTATION OFF COORDINATES 0F TRAVERSE N2 III

 

 

Point X Y
D-1 6.025.486 4.994.438
+375.904 +675.869
E-l 6.597.390 5.668.507
- 564.176 + 169.475
F—l 5.855.214 5.837.782
- 385.026 - 168.784
G-l 5.448.188 5.668.998
.' 347.954 - 55.817
H-l 5.100.254 5.615.181
- 556.298 +226.312
J-l 4.545.956 5.841.495
- 623.278 + 68.559
K-l 5.920.678 5.910.052
-655.01§ + 54.192
L-l 5.287.663 5.964.244
+ 519.927 - 590.548
M-l 3.807.590 5.573.696
+ 541.394 + 90.192
N-l 4.348.984 5.465.888
+ 139.774 - 400.042
A-l 4.488.758 5.057.846

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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TABU'LATED RESUIIl‘S 0F

 

 

 

 

P1: Lino Azimuth Bearing 13151:qu Latitude-

]: 13-3 209 01 24.24 329 01 24.242 870.680 [673.890

5 E-F 106 45 14.74 H75 16 45.5671 589.077 159.485

1- 3-0 66 19 45.90 s 66 19 45.9091 420.590 168.777
8 91-3 81 12 27.70 381 12 27.707 552.067 55.815
H 3-: 112 08 20.10 567 51 59.9017 600.570 226.522

17 J-K 96 16 58.80 385 45 21.207 627.052 68.562

x K-1. 94 55 56.21 H85 06 25.7977 655.525 54.194

I. 11-): 518 58 14.57 841 21 45.655 786.795 590.522
u M-N 260 52 29.57 H80 52 24.572 548.861 90.196

N 11-4 541 40 15.41 818 59 46.522 429.407 406.022
A 4-5 275 28 05.50 884 51 56.70581 529.012 51.554
5 3%

State 261¢92
3t: Statqo- 19.25. (Shane Computations 8.345
E.A5. J From Traverse #2)

EAL-«D 8.783
D 13-]! (Above)

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----Ba1 ed --------
Do use corrections Latitudes e s
575.908 .0150 S .00541 675.869 575.904 2
64.170 .008 _ .006 169.476 560.176 3
86.022 ..007 my .004 168.784 /585.026 11'
7.950 .002 /¢¢¢/.004 55.817 547.954 G
66.292 .010 .006 226.512 566.298 3
625.272 .005 .006 68.559 625.278 J
655.008 .002 .007 54.192 655.016 K
519.952 .026 .005 590.648 619.927 I.
641.599 .004 .006 90.192 551.5594 M
159.775 .020 .001 406.042 159.774 N
527.515 A
185.729 gt.
1084.902 #55
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Line

 

API to 3-1
/ 3-1 to M.B.M.
A‘l to MOB 0M I

G-l to F-l
/ F-l to P-l
a-1 to P-l

N-l to A-1
/ A-l to 0-1
N-l to 0-1

COMPUTATION OF AZIMUTH OF EXTRANEOUS POINTS

 

Computation Azimuth

275°
407
316°

246°
297°

185'J

341V

28'

03-30"

55' 33.80"

21'
19'
14'

34'

00’

37.10" 516° 21' 37.10"

45.90"
30.00"
15.90" 185° 54' 15.90"

13.41"
04.40"
17.81" 151° 56' 17.81"

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Ooorcnnatea of IJ.B.M.

Azimuth of A-1 t}; 1341 275 28 05.3
Anglo 3-1,A-1,M.-’B.M. 4o 55 55.8
azimuth of A-l fie M.B.M. 316 21 3711
Bearing of A-1fto 11.13.15. 3 45 88 22.9
Distance 154.795 1t.

Lat. 97.650
Log Lat. ’ 1.98922870
Leg 008. 9.85955492
103 Line 2.12967578
1.03 an. 9.83892430
Log Dep. W

Dep. 93.024

Y-Lat. X-Dep.

Goordinates of A-l 5057.846 4488.758

" m3... -1. 97.550 95.024
Coordinates of I-I.B.M. 4960.296 4581.782

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COORDINATES 0? 0-1

Azimuth of H-l,A-l 341 00 15.41

 

 

Angle é,n,o 170 56 04.40
511 56 17.81
560
Aunt]: of 11-1 “W
Bearing of N-l to 0~1 N 28 05 42.19 W
Distance 226.505 ft.
Lat. 199.877
Les Lat. 2.30076286
Log Ooe. 9.9456860?
Log Line 2.55507679
Log Sin. 9.67848725
1.03 Dep. W04
Dep. 106.553
Coordinates or H-1 5465:333. 4518.382.
0-1 199.877 106.555

Coordinates of 0-1 5535.755 1155.537

342-

 

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Coordinates 0f

f-l

 

Azimuth G-1,F;1=
G-l, r-1

Length
Angle

Azimuth G-l, P-1
Bearing

Lat.
Log. Lat.
Log. Cos.
Line

Sin.

Log.
Log.
L080 Dep.

Dep o

Coordinates of G-l
P-l
Coordinates of P-l

246 19 45.9
222.622 ft.
297 14 30.0
246
545
560

185

19 45.9
54 15.9

54 16.9
N. 5 54 15.9
222.194

2.54672597
"Tfififififififlfifif“"
2.54757008

8.79439951

“““131219595§""'"

15.8665
Y—Lat.
5668.988
222.194
"'1flfifi:1}fif""

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X-Dep.
5448.188
15.866

‘5552.054¢u¥

 

 

 

 

 

 

 

 

 

 

 

 

 

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VCoordinates of A-1, A-2, & A-5

 

 

Azimuth of A,B 2750 28' 05.3"
A-2 l 09 50.0
276 37 33.5
A—S l 48 50.0
‘ 277 16 05.5
A-4 l 58 30.3
277 56 55.5
Bearings_ Distances
A71, A-2 S- 85V 22' 26.7" E. 9.965
A-l; A-3 S. 82 45 26.7 E. 19.960
A71, A-4 S. 82 25 26.7 E. 29.851
Latitude 1.150 2.528 3.955
Log. Lat. 90008065217 0.40276775 0.59696275
Log. Cos. 9.06215487 9.10259719 9.12200587
Lpg. Line 0.99847730 1.50016054 1.47495888
Log. Sin. 9.99708948 9.99648880 9.99615874
Leg. Dep. 0.99556678 1.29664954 1.47111762
Departfir‘e 90898 190799 29 0588
CoOrdinates of A—l X=4488.758, Y=5057.846

4488.758 5057.846
9.898 1.150

4488.758 5057.846 4488.758 5057.846
~19.799 2.528 29.588 3.953

4498.656 5056.696 6508.557 5055.318 4518.346 5053.893

X Y
A-2 4498.656 5056.696
A-3 4508.557 5055.318
A-4 4518.346 5053.893

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020241213200 2:! 8-2, 13-3. 13-4.

ninth 02 3-41-«14 , ‘ 93 20 03.3

L 3-2 232 22 00.00
Al4flnih .2 r 327 30 03.3

JL_ 4 33 ' 232 ‘33 00.0
121-223 320 01 03.3

3-4 232 19 00.0

121-323 327 47 03.3
Dining-x Distance-
3~1,30 3-2 s 32‘ 09 33.7 3 9.003 :0.
n.1," 3.3 s 31 52 33.7 2 10.000 a
3-1 f! 3-4 s 32 12 33.7 2 30.029 .
2.31222. 0.303 10.730 23.400

no; Lat. ‘ 0.92330037 1.22427341 1.40494303
w 00.. 9092703339 - 9093397793 9 092739898
I00 31.. 9 072021586 9 . 73590367 9 0 72681591
I. D”. 0078198064 1.03549895 1. 20435578
DOM“. 5.278 10.877 15.010

Coordinates or 14. Y-5026.492 x- 4816.271
5026.492 4815.271 5026.492 4816.271 5026.492 4812.493

30101§33 20231213 5009333: 0023:213 .ofifzégfi 4232.231
1 I

3.2 4021.343 3013.109

2.3 4027.140 3000.732

3-4 4232.231 3001.030

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~GQQRDIHA2ES OF 0-1, 3&2, & 0-3

 

.‘_‘J .- ..‘I' ‘1,

ninth of Oil. '11-].

0-2

0-3

0-0
Bearing
0-1. 092 8. 04° 12'
C-l..Cr3 . s. 04. 02

0-1,.0-4 3

Lat.
1.08 0
L05 0
L080
L089
L080
DOD.

Lat.
0030
Line
Bino
'DBPO

Coordinates of C-1

. 05 41

9.950
0.9988249?
9.99888500
0.9989999?
8.66606453
9.86505460
0.73892

264°. 15' 14.04"
91 52 00.00
355 47 14.04
91 42 00.00
555 67 14.04
92 03 00.00
556 10 14.04

Distance
65.96 E 9.97?
45.96 E 19.900
45.96 E 30.035
19.9302 29.969
1.29951169 l.476?2336
9.99391621 9.99909572
1.30059549 1.47762764
9.94955415 8.80952113
0.14914963 0.2869é877
1.40977 1.93619
x=5594.195 Y=4930.225

4930.223 5384.;fi8 4950.225 5384.193 4950.223 5384.195

9.950 0

0-2
0.3
0.4

.753 19.930 1.409 39.969 1.936

X
6384.926

5385.605
5386.129

~46-

Y
4920.273

4910.293
49003254

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COORDINATES 05‘ D-2, 0-5, 9 0-4

 

  

‘\

‘ 209“’01'

».5"%W l' -X '. .
Azimuth or‘D-I. 341 3’ “24.24"
13-2 \ 131 05 OO . 00
\ 540 06 24.24
045 _ \ 151 14 50.00
\ 540 15 54.24
D64 \150 54 00.00

‘59 55 ‘24.24

‘\
\

Bearing ‘ Distance
0-1, 0-2 s. 19° 55' 55.760 E. 9.991
0.1, 0-55 6. 19 44 05.76‘ E. 19.990
0-1, 0-4 s. 20 04 55.76 \9. 29.965
Lat. - 9,5949 19.7155 X 28.163
Log. Lat. 0.97288820 1.27212804 1.44967791
Log. Cos. 9.97527924 9.97571160 9.97277596
, Log, Line 0.99960996 1.29841638. 1.47690405
“gLog. Sin 9.55192594 9.52849287: 9.55564499
Log. Dep. 0.55145260 0.92690926 \ 1.01254904
Dep. 303996’ 60129 K 1002932
Coordinates of 0-1 x =6025.406 Y = 4994.459
D-Zx D-2y D-5x D-zy D-4x D-4y
5025.496 4994.459 6025.466 4994.456 6025.496 4994.459
‘ 5.400 9.595 6.129 19.715 10.295 29.165
x Y
0-2 6026.996 4995.045
0-5 6029.515 4975.725
044 6055.779 4966.275
-41-

   

ff goqnnxflAIEBV 0? 201525 .Erz. Eds. E-4

'i“5421mhth of 5-1 509-1 106° 45' 14.74"

9—2 509° 25' 00.00"
50° 06' 14.94"
E-5 5099 59‘.00.oo"
565.22' 14.70"
9-4 509° 16‘ 00.00"

56° 59' 14.74"

L150 Bearing * Distanc e
'261 to 5-2 9 56° 06' 14.74" w . 9.962
-nel~5o 5.5 3 56° 2' 14.74" 0 19.976
5-1 to 5-4 s 56° 59' 14.74" 0 50.051
Lat =5.6012 11.0002 ‘ 16.5724
Log Lat 0.74046577 1.04169409 1.21411556
Log Cos 9.74659677 9.74556509 9.75625465
Lag Line 0.99596500 1.29952999\ 1.47795995
Log Sin 9.91910574 9.92045697= 9.92552996
Log Dep 0.90407074 1.21979596 . 1.40156979
nap 9.2044 16.9495 1 25.257
Coordinates of 9—1 x = 6597.590 Y a 5666.507
542x 9-2:; E—5x 9-5;; 9-4:: 9-437

6597.590 5668.507 6597.590 5668.507 6597.590 5668.507
- 8.204 ‘ 5.501 -16.950 -ll.OOO ~25.257 -16 .572

X Y
E-2 6589.186 5662.806
E-3 6580.440 5657.507
E-4 6572.155 5651.955

.43..

 

Coordinates of F-l

E- ~3y

+6.062 . 83868 14. 676 - 16.710
6-2 5855.256
F-B 5847.829
F-4 5655.661
469:

X 3 5855.214

~3.600301x1166‘ or 201613 6-1, 2-2; 2-6. & F-1

Anluyth or 2-1 to 2-1 286°‘45' 14.74n
. 7-2 570‘26',45.00'
' 624g 09' 59.74"
7-6 26° 20’ 00.00"
6 16° 05' 14.74"
654 26°16' 00.00"
5120 56' 14.74"
Line Bearing Distance
7-1 to 3-2 6 65° 50' 00.26" E 10.622
ix; t0 3-6 s 466 56' 45.26" E 20.066
261 to 7-4 3 47° 06- 45.26” E 60.279
F-Z F-3 2-4
166 5.6666 16.7107 20.626
165 Lat ‘ 0.92256654 1.16705954 1.61441402
has 066 9.90887269 9.85422095 9.66627249
Log nine 1.01676665 1.60266659 1.46114156
6.; 216 9.76747455 9.86674620 1 9.86457071
hog Dep 0.76126840 1.16658479 1.64571224
D'fi 6.0426 14.6756 22.167

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5857.788

F- 2y F- 5: F- 42 F- -4y
5858.214 5857.788 5853.214 585?. 788 5835. 214 8857. 788

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5829.414
5824.072
5817.156

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coonfiiriéhs~lor~ 151353 5—2. 5-5, 5-4.

1115555 01 4-1 to 5-1 2450 19' 45.90"
5-2 550 21' 00.00"
5-5 5290 40' 45.90"
5-5 550 59' 50.00"
5150 19' 25.90"
6-4 850 59' 50.00"
525 55' 25.90"
Line Bearing Distance
0-1 to sea 3 50’ 19' 14.1ov E 9.975
0—1 to 5-5 5 45° 40' 54.10" E 21.059
6‘1 130 3‘4 8 50° 01' 54010" E 290689
4 5-2 5-5 54
Let 8. 5114 14.4559 25.710
553 Lat 0. 95507515 1.15004509 1.41001187
153 Gas 9. 95511872 9.85540117 9.95741550
hog Line 0.99895644 1.52554595 1.47259557
tag Sin 3.70515147 9.86182509 9.59951255
193 Dep 9.70210791 1.18545901 1.17190820
nip 5.0555 15.5274 14.8552
Coordinates of G-l X 5448.188 Y 5668.988

G~2x

9-2

G-')

G-47

M5 G-4x
5448.188 5668. 988 5448.188 5668. 988 5449.188 5668. 988

5.063

8. 611 15.5;7 -14.g56

14. 856 - 25. 710

5455. 251 5550. 577 545I. 55: 5554. 552 5455.044 5545.275

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5455.251
5465.515
5465

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5660.577
5654.552
5645.278

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OF POINTS

H-2. H-5. H-4.

Azimuth of 0-1 to H-l 251° 12' 27.70"
- 1° 51' 50.00"
252' 45' 57.70"
5-5 1° 14' 50.00”
7* . 252: 25' 57.70"
H~4 1o'-oo.oo"
262' 22' 27.70"
Line Bearing Distance
3-1 to H-a N 82‘945' 57.70" E 9.755
H~1 to 3-5 N 82° 25' 57.70" 5 19.790
5-1 to 3-4 N 82° 25' 27.20" E 29.770
5.2 5-5 5-4
5.: . 1.25429 2.5515 5.9595
553 Lat 0.09141668 0.42017227 0.59757055
Log Cos 9.10308072 9.11959852 9.12388170
izg Line 0.98855595 1.50057575 1.47575885
. 5 Sin 9.99549721 9.99521794 9.99514195
Log Dep 0.99455517 1.29579159 1.45995075
Dep 9.8817 19.8057 29.507
1 5100.254 Y

‘OOORDIHATES'O? H~1

H-2x

H-zy

H-fix

H-fiy

H-éx

. H—éy
5100.254 5615.181 5100.254 5615.181 5100.254 5515.181

9.882 ‘1
5110.136 6615.947

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19.806 ;_ 2.651
5220.060 5612.550

290507
5129.761 5611.221

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5615.181

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5.2 5110.155
H-z 5120/050
5-4 5129.751

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5612.550
5611.221

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GOORDINATES 0F POINTS J-Zl J-5L J-4.

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Azimuth or J-l to 1-1 - 96? 16V 58.80"
3-2 187° 52' 50.00"

283' 49' 8.80"

J-5 187° 24' 50.00"

285‘ 40' 8.80"

J-4 185° 55' 00.00"

285‘ 11' 58.80n

Ltne Bearing Distance
5-1 to 3-2 7-5 75: 10' 51.20" 5 9.990
3-1 to J-5 s 75 19' 51.20" E '2o.075
J-l to J-4 , s 75’ 19' 21.20" E 50.025

9-2 9-5 A J-4
Laf‘ 2.5852 4.7440 7.0995
Log Lat 0.57770584 0.57814755 0.85125445
503 Goa 9.57894055 9.57549180 9.57575144
103 Line 0.99955549 1.50255555 1.47748502
Log sin 9.98724557 9.98752167 9.98750550
L g‘Dep 0.98680906 1.29017722 1.46498982
bop 9.7008 19.5054 29.174
Coordinates of J-1 1 4545.955 Y 5841.495

 

.J-Zx J-2y J*fix J-Ey J—4x J-4y
4545.956 5841.495 4543.956 5841.495 4543.956 5841.495
9.791 - 2.586 19.506 - 4.744 29.174 - 7.100

4555.657 5859.107 4565.462 5856.749 4575.150 5854.595

1 Y
9-2 4555.557 5859.107
9-5 4555.452 5855.749
J-4 4575.150 5854.595

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09055151755 0F POINTS 5-2, 5-3, 5 K-4

 

Azimuth of K-l, L—l 943 55’ 55.21"
K~2 159“ 24' 30000"
254° 18' 06.21"
K-3 159° 41' 00.00”
254° 54' 36.21"
K-4 159° 50' 00.00"
254° 45’ 36.21"
Line Bearing Distance
K-l, K-Z N. 74° 18' 0602" E0 99965
K‘l, K‘s No 74“ 54’ 3502" E. 200115
K‘l. K-é No 74$ 45. 3602" E. 290931
K—2 K-S K—4
Lat. 2.6963 5.6319 7.8845
Log Lat. 0.43076066 0.72931794 0.89677673
Log Cos 9.45228556 9.42579790 9.42065550
Log Line 0.99847730 1.30352004 3.42012123
Log Sin 9.98549080 9.98407136 5.98438533
Log Dep 0.98196810 1.28759130 1.46050456
Dep 9.5933 19.3906 28.874
Coordinates of 3-1 X=5930.271 Y=5912.748
K-Zx K-Zy H-Sx X-ay K-4x K—4y

3950.271 5912.748 5950.371 5913.748 5950.271 5912.748
+9.593 +9.895 +19.592 +5.562 +38o874 +7.885

59567971'59197748 59407569'59157414 59497599'59177957'

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K—Z 5930.271 5912.748
K-5 5940.069 5915.414
K-4 5949.592 5917.957

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Azimuth or L~i,.K-1" 274° 55' 56.8”
L~fl 24° 40" 00.00"
290° 42" 36.2"

L-;. 25° 12' 30.00"
298° 05‘ 06.30'
L-4 23° 03' -30.00'

297° 56' 06.20"

 

1.111. Bearing D1 stance
1, L-2 s. 60” 17' 25.8" E. 9.954
LM1;:L-2 s. 61° 54' 55.8" E. 19.953
th, L-4 5. 62° 05' 55.8" E. 50.043
L-a L-s L-4
Lat 4.923 9.415 14.074
Log Lat. 0.69226445 0.97582706 1 1.14842470
Lag Cos. 9.59514029 9.67381866 9.67068140
Lag Line 0.99712416 1.30000820 1.47774530
Lug S1n 9.93079834 0.94559174 0.94619654
Los‘Dop 0.05791650 1.24599945 n.03593984
Dup 8.668 17.604 26.542

Coordinates of L-l X83287.663 Y35964.244

anx L-ay‘. L-Sx L-3g Lntx L-4y‘
3337.663 5964.240‘3287.665 5964. 44 5287.665 5964.244
03.668 -4.923 +17.6o4 -9.415 +26.542 -14.074

3555.55i 5959.5§1 3505.267'5951.829 5314.500 5950.150

X Y
*. L-Z 3296.331 ,5’590321
v L-3 3305.267 5954.829
L.‘ 3314.205 5950.170

 

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.nhainxnazss OP POINTS EPB. ggg. & lri

All-nths of n.1, N-l 260° 32' 29.37“
11-2 24° 95' 00.06"
284° 57' 29.57”

was 24°, 17' 30.00"
284v 49' 59.37“
u—4 -24° 11' 30.00”

234° 43' 59.37"

Lino Bearing Distance
[-1, use 3. 79° 22' 30.6“ E. 9.770
I91. Has 3. 75° 10' 0.6" E. 19.674
"‘1' “4 S. 75° 16' 006" E. 290784
MR2 M-3 M—4
Lat 2.467 5.057 7.574
Log Lat. 0.59213539 0.70214653 0.87956462
Log Cos 9.40225885 9.40825386 9.40538160
Log Line 0.98989456 1.39589267 1.47598302
L95 Sin 9.98569600 9.98528031 9.98548055
108 Dep 0.97659056 1.27917298 1.45946357
pqp 9.655 19.018 28.805
‘ Coordinutoa of M—l x=5807.590 2%5578.696

M-2x Huey Mqu. m-sy M-4x M-éy
3807.590 5375.696 5807.590 5375.696 3807.590 557l0696

‘9.455 -2.467 +19.018 -5.057 8.805 -7.574
35177643 E§7IT§2§'3§§6756§ ESE§T”3§ 6. 3336715?“

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I-2 5817.043 5371.229
N‘s 5826.608 6368.669
n—e $856,695 5566.122
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,_§ggggg§5g§§;or POINTS N—z. n.5, & N-4

 

Aztnuth of N—l, A~1 341° 00.00'
~;.p ;. 992 ~ 356° 08'
316“ 08'
N-s 535° 36'
316° 56'
N—4 355‘ 55'
316“ 53'
1.130 Bearing
391,2393 s. 45° 51' 16.6" E.
161. Has 8. 45° 25' 46.6" E
”I, Nn-B 50,450 06' 1606" E0
Coordinates of N-l X=4548.9
- 3‘2 N—5
Lat 7.297 14.540
Log Lat 0.86517531 1.16255325
Lag 095 9.85799486 9.86130614
Log Line 1.00518051 1.30124709
Log szn 9.84962806 9.85698511
Lag Dep 0.64560857 1.15823020
7.011 15.748

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9-2
9-5

N-4

 

 

X
4555.995

4362.732

4369.555

3364

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Distance

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30.075

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1.54159155
9.86558589
1.47820564
9.85465500
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5441.930

L 1548.984 5465.988 4348.384 5462.988 4548.984 5463.988
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Azimuth of O~1, 3-1
9:2

551° 56' 17.8“
‘339° 53' 100.0"

501° 49' 17-8"

0-5 330° 15' 00.0“
502° 11' 17.8"
Ou‘ 530° 55' 00.0”

502° 51' 17.8"

Lino Bearing
0*1.°0-2 s. 58° 10'
Owl. 0—5 S. 57? .48'
:¢.1, 0-4 s. 57“ 08'
O~B
Lat 5.251
Log Lat 0.71859572
Log Cos 9.7220588?
Log Line 0.99655545
593 Sin 9.92926249
Log Dep 0.92581794
Dep 8.430

Coordinates of 0— 1

42.2‘ E.
42.2 ." E.
42.2" E.

o-s

10.552
1.02534781
9.72648526
1.29686255
9.92762546
1.22438801

116.764

X=4455. 537

Distance

9.921
19.809
29.849

0-4

16.194
1.20934107
9.75441228
1.47492979
9.92430545
1.39925524

25.074

Y=5663.765

4455.533 5663. 765 4455. 557 5663-765 4455. 537 5665.765

‘10 5” w1£§0:%11 552$. :31

1:55.957 56 ”58.5 I 1172.301 5653.215

$0450 “5.231 +150764

X
0A2 4465.973
9&3 4472.301
0‘4 4480.611

Y
5658.584

5658.213
5547.571

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WW m. 29... . M
giifiiih‘.r“941,‘0.1 V '3°" 54' 15.9"
566%? 9.2 188°- 55' 00.0"
5 192° 09' 15.9”
79* P—s - 187° 56' 00.0“
. 191° 05' 15.9"
29: P—4 167° 58' 00.0"
, * 191° 52' 15.9"
the Bearing Distance
mar, 2-2 N. 12° 09' 5.9" E. 9.985
r~1, 2.5 N. 11? 05' 15.9" E. 19.876
3.1, P-4 N. :2“ 52' 15.9" E. 50.051
9-2 p—s 9—4
Lat 9.7612 19.150 29.465
Log Lat 0.98950198 1.29014571 1.46699528
Leg 009 9.99015591 9.99181672 9.99115455
Log nan. 0.99954807 1.29832899 1.47765895
Log Sin 9.52555028 9.28400782 9.50106040
Log Dop 0.52269855 0.58255681 0.77891935
ngp 2.1025 5.8224 6.0106
Coordinates of P-l x=5462.054 Y=5891.182

5062.054 5891.182 5462.054 5891.182 5462.054 5891.182

+2.102

+ .761 + .822
. 56 5900.94 526%7573‘5910.512

22!

X
5464.156
5465.876
5468.065

+19.150

Y

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6 . 65 5§20.6§3

5900.943
5910.312
5920.625

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TABULATED COORDINATES
$332108 __ X-Coordinate ‘Y-Coordinate
State 5000.000 5000.000
lbst Azimuth 4107.526 5129.651
East Azimuth 6084.902 4991.655
Master B. M. 4581.782 4960.296
Apl 4488.708 5057.843
192 4498.658 5056.896
1-3 4508.557 5055.318
A-4 4518.346 5053.893
B-l 4816.271 5026.492
3-2 4821.543 5018.109
3-3 4827.148 5009.732
8-4 4832.231 0001.086
C-l 5384.195 4930.220
0-2 5384.926 4920.273
0-3 5385.603 4910.295
C~4 5586.120 4900.254
D-l 6023.483 4994.438
D—2 8026.886 4985.043
D-3 0029.615 4975.725
D-4 6033.979 4966.275
F-l 5833.214 5857.788
F-2 5839.256 5829.414
F-3 5847.899 5824.072
F-4 5817.156

5855.381

-59-;

 

 

 

   

 

 

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STAIION
E-l
3-2
3-3
E-4
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Il—B
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TABULATED CGORDIH TEE

choordinate

6397.590
6589.186
6380.440
6372.135
5448.188
5453.251
5408.515
5463.044
5100.254
5110.135

an ’ _,. .
BLFJC o UUU

4553.657
4503.452
4573.150
3930.878
3950.271

"Pr-fl "‘-9
”dint-n '. 'u'U

160$

Y-Coordinate

5608.307
5062.806
5657.507
5651.955
5568.988
5660.577
5654.552
5643.278
5615.181
5615.047

P n —- .
061.5 0 511'0

5841.495
5859.107
5336.749
5834.393
5912.748
5912.748
5915.414

5917.857

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TABULATER COORDINATES

Station

 

cont

X-COOl‘d 11181.6

3807.590
3817.043
3826.608
3836.695
4348.984

4362.732
4369.535
4455.537
4463.973
4472.301
4480.611
5462.054
5464.156
5465.876
5468.065

 

Y-Goordinate

5373.696
5371.229
6368.659
5366.122
5463.988
5456.591
5449.348
5441.930
5663.765
5658.534
5653.213
5647.571
5891.582
5900.943
5910.312
5920.625

 

 

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CONCLUSION

The contents of this book indicate how well we

   
 
 
 
 
 
 
 
 
 
 
 
 
   
  

accomplished what we set out to do. The coordinates

of all points from A—l toPP-4 were determined to three
decimal places. Our results are contained in tabular
form here in and are also tabulated on the large map
which is contained in the back pocket. Computations are
shown in very elaborate form so that any subsequently
diocovereo error may be readily Located. Sketch maps

of each point are bound in the volume. Criginal field
notes are on file in Prof. Allens office.

So having accomplished our purpose we bring this

volume to a close.

FINIS
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