ST9301-ES 991204Cop~right (1998) GEOPAK Corporation
All rights reserved
Pro~eet: sandy lake
Sub, eot:
Job No. 043
Da~: Satu~ DecOr 4, 1999 1:24
SYS~ FIX 4 ~EC 0
GEOPAK
* i DESCRIBE pARCEL 8
Paroel 8 : 8073 CUR C44 8077 8078 8352 8080 8081 8082 8345 8346 8347 8348 8349
8350 8073
Feature: 8003
Taken #1 : 8073 8072 8353 CUR C45 8361 8355 8078 8077 CUR C47 8073
Feature: 8003 0.4407 a
= 19,195.8389 ft
Taken area
Taken #2 : 8081 8082 8306 8358 8081
Feature: 8003 0.0887 a
= 3,866.9012 ft:
Taken area
Easement #1 : 8353 CUR C45 8361 8355 8357 8362 CUR C46 8354 8353
Feature: 8003 1.8972 a
Easement area = 82,643.6661 ft
Eas~nt ~2 : 8359 8358 8306 8363 8359
Feature: 8003 7,506.3760 ftz = 0.1723 a
Easement area
Total parent traot area
Total taken area [1
Total ~aken area J2
Total easement area ~1
Total easement area ~2
p~_~aining area
Description of parcel: ~
.2.,-096-r6~0 ftz = ~ a
19,197 ftt = 0.4407 a
3,865 ft: = 0.0887 a
82,644 ftt = 1.8974 a
7,506 ftz = 0.1723 a
~68 ft: ~
Beginning taken desoription
Point 8073 N
Course from 8073 to 8072
Point 8072 N '
Course from 8072 to 8353
Point 8353 N
49,503.0120 E 11,126.8520 Sta
S 0^ 07~ 27" W Dist 23.4301
49,479.5820 E 11,126.8012
S 0^ 07~ 27" W Dist 11.8142
49,467.7678 E 11,126.7756 Sta
Curve Data
0+00.000
0+23.430
0+35.244
Curve C45
Feature: 8003
P. I. Station
Delta
Degree
Tangent =
Length
Radius =
External
Long Chord
Mid. Ord.
P. C. Station
P. T. Station
C.C.
Back = S
Ahead = S
Chord Bear = S
Point 8361 N
75^ 33'
53^ 29'
64^ 31'
Course from 8361 to 8355
1+90.293 N
22^ 04' 18"
7^ 12~ 25"
155.0485
306.2527
796.0000
14.9784
304.3626
14.7014
0+35.244 N
3+41.497 N
N
25" E
07" E
16" B
49,336.8378' E
S 53^ 29' 06" E
Point 8355 N
Course from 8355 to 8078
Point 8078 N
Course from 8078 to 8077
Point 8077 N
48,892.1752 E
N 29^ 10' 59" E
48,905.4480 E
N 53^ 31' 20" W
49,409.8370 E
CurVe Data
49,429.0961 E
49,467.7678 E
49,336.8378 E
48,697.8928 E
11,276.9240
11,126.7756
11,401.5372
10,928.4893
11,401.5372 Sta 3+41.497
Dist 747.2904
12,002.1352 Sta 10+88.787
Dist 15.2025
12,009.5480 Sta 11+03.990
Dist 848.4085
11,327.3540 Sta 19+52.398
Curve C47
Feature: 8003
P. I. Station 20+65. 227 N
Delta = 23* 05~ 07" (LT}
D~gree = 10A 22' 15"
Ta~lgent = 112. 8289
Length = 222. 5968
p~dius = 552. 4700
Extereal = 11. 4036
Long Chord = 221.0942
Mid. Ord. = 11. 1730
P.C. Station 19+52. 398 N
P.T. Station 21+74. 995 N
N
C.C.
Back = N 53^ 31' 58" W
Ahead = N 7'6^ 37' 04# W
Chord B~ar = N 65A 04s 31# W
Point 8073 N 49,503.0120
49,476.8984 E
11,236.6174
'49,409.8370 E 11,327.3540
49,503.0120 E 11,126.8520
48,965.5426 E 10,998.9860
11,126.8520 Sta
21+74.995
Ending taken description
point 8081 N
Course from 8081 to 8082
Point 8082 N
Course from 8082 to 8306
Point 8306 N
Course from 8306 to 8358
Point 8358 N
Course from 8358 to 8081
Point 8081 N
48,727.1650 E 12,250.7920 sta 0+00.000
S 53~ 32~ 06" E Dist 250.2082
48,578.4585 E 12,452.0145 Sta 2+50.208
S 29^ 13~ 36" W Dist 15.6854
48,564.7700 E 12,444.3559 Sta 2+65.894
N 53^ 29~ 06" W Dist 250.2241
48,713.6616 E 12,243.2505 Sta 5+16.118
N 29^ 10~ 59" E Dist 15.4666
48,727.1650 E 12,250.7920 Sta 5+31.584
Ending taken description
Beginning easement description
Point 8353 N 49,467.7678 E 11,126.7756 Sta 0+00. 000
Curve Data
Curve C45
~eature~ 8003
P.I. Station 1+55.048 N
Delta = 22^ 04~ 18" (RT)
Degree = 7A 12' 25"
Tangent ~ 155.0485
Length = 306.2527
RadiUS = 795,0000
External = 14.9784
Long Chord = 304.3626
Mid. Or~. ~ 14.7014
P.C. Station 0+00.000 N
P.T. Station 3+06.253 N
N
Back = S 75^ 33~ 25" E
Ahead = S 53^ 29' 07*' E
Chord Bear = S 646 31~ 16" E
Point 8361 N . 49,336.8378 E
Course from 8361 to 8355 S 53^ 29* 06" E
Point 8355 N
Course from 8355 to 8357
48,892.1752 E
S 29A 10' 69" W
49,429.0961
E 11,276.9240
49,467.7678 E 11,126.7756
49,336.8378 E 1~,401.5372
48,697.8928 E 10~928.4893
11,401.5372 Sta
Dist 747.2904
12,002.1352 St&
Dist 80.6595
3+06.253
10+53.543
Point 8357 N
Course from 8357 to 8362
Point 8362 N .
Curve C46
Feature: 8003
P. I. Station
Del ta
Degree
Tangent =
Length
Radius
External
Long Chord
Mid. Ord.
P.C. Station
P.T. Station
C.C.
Back
A~ead
C"nor~ Bear
N
N
N
48,821.7541 E
N 53^ 29~ 06" W
49,272.5414 E
Curve Data
11,962.8055 Sta
Dist 757.6835
11,353.9349 Sta
11+34.203
18+91.786
Point 8354 N
Course from 8354 to 8353
Point 8353 N
20+20.622 N
20 ^ 257 45" (LT)
8 ^ 00' 48"
128.8365
254.9372
715.0000
11.5149
259.6889
11.3323
18+91.786 N
21+46.723 N
N
53^ 29~ 07" W
73^ 547 52" W
63^ 42~ 00" W
49,384.8999 E
N 0^ 077 27" E
49,467.7678 E
49,349.2028
49,272.5414 E
49,384.8999 E
48,697.8928 E
11,126.5960 Sta
Dist 82.8681
11,126.7756 Sta
E 11,250.3884
11,353.9349
11,126.5960
10,928.4893
21+46.723
22+29.591
Encting easement ~escription
Beginning eaaement C~soription
Point 8359 N
Course from 8359 to 8358
Point 8358 N
Course from 8358 to 8306
Point 8306 N
Course from 8306 to 8363
Point 8363 N
Course from 8363 to 8359
Point 8359 N
48,687.2537 E 12,228.5018 Sta 0+00.000
N 29^ 10~ 59" E Dist 30.2473
48,713.6616 E 12,243.2505 Sta 0+30.247
S 53A 29' 06" E Dist 250.2241
48,564.7700 E 12,444.3559 Sta 2+80.471
S 29^ 13~ 36" W Dist 30.2444
48,538.3759 E 12,429.5886 Sta 3+10.716
N 53^ 297 06" W Dist 250.2009
48,687.2537 E 12,228.5018 Sta 5+60.917
Ending easement description
Closure Report - Take 1
Parcel 8: 8073 8072 8353 CUR C45 8361 8355 8078 8077 CUR C47 8073
Back Tangency Error: Curve C45:75 degrees 40 minutes 52 seconds
Forward Tangency Error= curve C45: 0 degrees 00 minutes 01 seconds
Back T&ngen~ Error: Curve C47: 0 degrees 00 minutes 38 seconds
Perim~ter: 2174.99
Error North: 0.00
Error East: -0.00
Total Dist. Error: 0.00
Error bearing: South 51 degrees 23 minutes 55 seconds East
Error of Closure: 1:866161
Closure Report - Take 2
parcel 8: 8081 8082 8306 8358 8081
Perimeter: 531.59
Error North: -0.00
Error East: 0.00
Total Dist. Error: 0.01
Error bearing: North 40 degrees 53 minutes 07 seconds West
Error of Closure: 1:84560
Closure Report - ESM'T 1
Parcel 8: 8353 CUR C45 8361 8355 8357 8362 CUR C46 8354 8353
Back Tangency Error: Curve C45:-104 degrees 26 minutes 35 seconds
Forward Tangency Error: Curve C45:0 degrees 00 minutes 01 seconds
Back Tangenc~ Error: Curve C46:0 degrees 00 minutes 01 seconds
Forwar~ T~ngen~ Error: Curve C46:285 degrees 57 minutes 41 seconds
Perime~er= 2229.59
Error North: 0.00
Error East: -0.00
Tot&l Dist. Error: 0.00
Error bearing: South 70 degrees 31 minutes 25 seconds East
Error of Closure: 1:1607875
Re crt ESM'T 2
Parcel 8: 8359 8358 8306 8363 8359
Perimeter: 560.91
Error North: 0.01
Error East: 0.00
Total Dist. Error: 0.01
Error bearing: So~th 6 degrees 04 minutes 47 seconds West
Error of Closure: 1:69192
Ending easement description
Closure ~port - Take 1
Parcel 8: 8073 8072 8353 CUR C45 8361 8355 8078 8077 CUR C47 8073
Back Tangeno~ Error: Curv~ C45:75 degrees 40 minutes 52 seconds
Forwar~ Tangency Error: Curve C45= 0 degrees 00 minutes 01 seconds
Back T&ngen~ Error: Curve C47:0 degrees 00 minutes 38 seconds
Perimeter: 2174.99
Error North: 0.00
Error East: -0.00
Total Dist. Error: 0.00
Error bearing: South 51 degrees 23 minutes 55 seconds East
Error of Closure: 1:866161
Closure Report - Take 2
Parcel 8: 8081 8082 8306 8358 8081
Perimeter: 531.59
Error North: -0.00
Error East: 0.00
Total Dist. Error: 0.01
Error bearing: North 40 degrees 53minutes 07 seconds West
Error of Closure: 1:84560
Closure Report - ESM'T 1
Par~el 8: 8353 CUR c45 8361 8355 8357 8362 CUR C46 8354 8353
Back Tangency Error: Curve C45:-104 degrees 26 minutes 35 seconde
Forwar~ Tangency Error: Curve C45:0 degrees 00 minutes 01 seconds
Ba~k Tangen~Error: Curve C46:0 degrees 00 minutes 01 seconds
Forward Tangenc~ Error: Curve C46:285 degrees 57 minutes 41 seconds
Perimeter= 2229.59
Error North: 0.00
Error East: -0.00
To~l Dist. Error= 0.00
Error bearing: South 70 degrees 31 minutes 25 seconds East
Error of Closure: 1:1607875
Closure Report ESM'T 2
Parcel 8: 8359 8358 8306 8363 8359
per~mter: 560.91
Error North= 0.01
Error East: 0.00
Total Dist. Error: 0.01
Error bearing: S~uth 6 degrees 04 minutes 47 seconds West
Error of Closure: 1=69192