HomeMy WebLinkAboutAutoCAD File V1B O
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S S
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S D
P S
G
M ETER
G
M ETER
G
M ETER
M B X
M B X
M B X
M B X
M B X
M B X
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
WM
TR
P P
TR
S
TR
S
G
M ETER
P P
G
M ETER
P P
P P
P P
P P
P P
G
M ETER
IV
G
M ETER
TR
P P
IV
IV
IV
IV
IV
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IV
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G
M ETER
P
P
P
P
P
W
P P
E
E
T
I
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
P P
25.00'
25.00'
1
1
2
3
4
1
15
14
1
1
1
7
8 1
11
T
Tire S tockpile Lim its:
A pprox. + 1,000
stacked and piled
B uilding G rain S tockpile
C ow
C hute
W ooden
B ridge
W ooden
B ridge
C oncrete B ridge
C oncrete B ridge
H igh W ater M ark
El= 2711.44'
B ldg.
C orral
C orral
C orral
B ldg
D airy W aste
P onds
Em pty D airy
W aste P ond
Inv 6" C P P
El= 2703.57'
Inv 6" C P P
El= 2703.05'
Inv 10" M P
El= 2700.28'
Other end buried
Inv 42"x27" C M P
El= 2700.25'
Inv 12" C M P
El= 2692.93'
Inv 12" C M P
El= 2693.01'
Inv 15" RC P
El= 2698.20'
Inv 15" RC P
El= 2698.25'
Vertical 8" P VC
S ewer S tub
Irrigation P um p for
A djacent P roperty
Inv 36" RC P
El= 2705.12'
H igh W ater M ark
El= 2709.08'
Inv 2" M P
El= 2711.24'
Inv 2" M P
El= 2711.51'
Inv 12" RC P
El= 2710.15'
Inv 12" RC P
El= 2710.12'
Inv 12" RC P
El= 2704.68'
Inv 12" P VC
El= 2704.50'
Inv 18" C M P
El= 2702.83'
Inv 18" C M P
El= 2702.83'
Inv 15" C M P
El= 2675.97'
Inv 15" C M P
El= 2675.83'
Inv 10" C M P B uried
El= 2675.93'
Inv 10" C M P B uried
El= 2676.04'
U G
C om m unication
U G G as
U G P ower
U G Telephone
N o P assing
H ill B locks View 35 M P H
U G G as
U G G as
U G G as
U G G as
U G G as
U G C om m unications
B uried C able
Idaho C ode 6- 3004
W arning
Em ployee
P arking
B uried C able
B ldg.
B ldg.
H ouse
H ouse
B ldg.
S ilos
S hed
S hed
S hed
B ldg.
B ldg.
H ouse
N . 1/4 C orner
S ection 26
C P & F Inst. N o.
2016- 082931
23
26
"N o
C ap"
23 24
26 25
"P LS 17665"
C P & F Inst. N o.
2019- _ _ _ _ _ _ _
26 25
"P LS
11118"
S 00°37'16" W 345.02'
Lot 2 B lock 1
B asslin Ridge Estates
B k 64 P g 6469
174.56'
"I llegible"
N E 1/16th
C orner
C P & F Inst.
N o. 9393424
N 00°38'20" E 1326.72'
E 1/16th
C orner
25'
25'
W .VIC TORY ROA D
S .LIN D ER ROA D
40.00'
22 23
27 28
S .TEN M ILE ROA D
S 89°07'51" E 2655.34'
C /L C A LKIN S
LA TERA L
B ent
"P LS 3242"
P ressure Irrigation Tank
w/ P um p
N o C ap
TB M #2:
S et C hisled B ox in S outheast
corner of Irrigation S tructure at
W estside of P roperty.
El= 2712.54'
TB M #1:
S et C hisled B ox in S outheast corner of
Irrigation B ox N orth of M ajor C anal in the
m iddle of P roperty along C anal.
El= 2713.50'
TB M #3:
S et 1/2" Iron pin with C LS
C ontrol C ap
El= 2697.94'
S S M H
Rim = 2701.69'
10" P VC - N ,S ,E & W
Inv= 2683.87'
S S M H
Rim = 2701.29'
10" P VC N & S
Inv= 2682.78'
Irrigation M H
Rim = 2679.03'
8" C M P N Inv= 2672.83'
10" C M P S W Inv= 2676.90'
H as a S ewer M H Lip
C om post P iles
In process of rem oval
Irrigation B ox
Top of B ox = 2713.50'
W eer Inv = 2710.15'
12" P VC S To H eadgate
Inv = 2707.82'
3 - 12" P VC M ovable
P ipes w/ H eadgates
N Inv = 2708.31'
E Inv = 2708.37'
W Inv = 2708.47'
H eadgate 12" P VC
Inv = 2707.80'
24" RC P
Inv = 2707.92'
8" Iron P ipe
Inv = 2709.51'
8" Iron P ipe
Inv = 2709.63'
8" P VC Inv = 2708.96'
A ttaches to M ovable P ipes
6" M ovable P VC
P ipe
8" M ovable P VC
P ipe
Irrigation B ox
Top of B ox = 2704.99'
24" P VC
N Inv = 2700.44'
S Inv = 2698.75'
C /L C A LKIN S
LA TERA L
Larry & M arianne Fam ily Foundation
4185 S . Linder Rd.
S 1226417250
M ichael Kruse
0 S . Linder Rd.
S 1226417350 M ichael Kruse
4035 S . Linder Rd.
S 1226417300
C B rent Jackson
3605 S . Linder Rd.
S 1226110575
C harles S . W ood
3525 S . Linder Rd.
S 1226110550
C harles S . W ood
3505 S . Linder Rd.
S 1226110500
S teven K. S m ith
3445 S . Linder Rd.
S 1226110452
M artha I. G ibbsons
3335 S . Linder Rd.
S 1226110040
A aron K. H untsinger
3235 S . Linder Rd.
S 1226110050
Jerem y M . A ulbach
1855 W . Victory Rd.
S 1226110063
Kieffer Fam ily Revocable Living Trust
1825 W . Victory Rd.
S 1226110150
G ary Leroy S andquist
1885 W . Victory Rd.
S 1226110193
Kenneth D . C olem an
1995 W . Victory Rd.
S 1226110255
M ichael F. H arvey
3801 S . Linder Rd.
R0831430020
C orey B arton
1393 W . Victory Rd.
S 1225223206
Edgehill S ubdivision N o. 2
( In P rocess of D evelopm ent)
A llen Lee C enters
3770 S . Linder Rd.
S 1225233910
B rundage Estates
( In P rocess of D evelopm ent)
S teven S . M ortensen
3145 S . Linder Rd.
S 1223449000
Johnie W . P ackard
1920 W . Victory Rd.
R5443271100
S cott L. M cFarland
2150 W . Victory Rd.
S 1223439932
M ichael A llen M cC lure
3280 S . Francine Ln.
R5443270800
S . Francine Ln.
( P ublic)
Kim bra L. C ardwell
3279 S . Francine Ln.
R5443270700
D avid M . D ean
3262 S . Rustler P l.
R8131770100
Eric J. S tave
3360 S . Rustler P l.
R8131770200
Tildon C . Robinson IV
3458 S . Rustler P l.
R8131770300
Langlois Fam ily Trust
3556 S . Rustler P l.
R8131770400
Vonnie M . A llen
3654 S . Rustler Ln.
R8131780900
B rian E. & P aula J. C onnelly Fam ily Trust
3878 S . Rustler Ln.
R8131780800
Therrin D . Robertson
4084 S . Rustler Ln.
R7125500020
P ointing D og S ubdivision
B k. 115 P g. 17285- 17287
S tetson Estates S ubdivision N o. 2
B k. 80 P g. 8563- 8566
S tetson Estates S ubdivision
B k. 77 P g. 8160- 8162
M ajestic View S ubdivision
B k. 61 P g. 6110- 6111
W hite M ountain Ranch S ubdivision
B k. 58 P g. 5615- 5616
C /L G ivens Lateral
W ater
Trough
W ater
Trough
W ater
Trough
Vert 36" C M P
Top El= 2709.45'
B ottom El= 2703.89'
H eadgate "G ivens"
24" Inv = 2706.03'
H eadgate "1293"
12" Inv = 2705.92'
36" RC P
Inv = ± 2708.10'
W eer Inv = 2707.75'
Top of B ox = 2712.45'
36" RC P
Inv = ± 2703.07'
24" P VC
Inv= ± 2702.55'
W eer Inv= 2707.19'
12" P VC
Inv = ± 2703.82'
W eer Inv = 2707.25'
D etail "A "
N .T.S .
Top of B ox = 2708.30'
Inv 36" RC P = ± 2701.25'
S ee D etail "A "
113.94'
N 77°50'01" W 387.06'
N 47°25'47" W 294.03'
194.93'
14.16'
S 80°49'13" E 209.09'
C 2
C 1
C 3
CURVE TABLE
CURVE LENGTH RADIUS CENTRAL ANGLE CHORD BEARING CHORD
C1 218.67 360.00 34°48'07" N 60°25'58" W 215.32
C2 159.19 300.00 30°24'14" S 62°37'54" E 157.33
C3 145.69 250.00 33°23'26" N 64°07'30" W 143.64
Total P arcel A rea
109.31 A c.
4,671,751 S q. Ft.
Total P arcel A rea
109.31 A c.
4,671,751 S q. Ft.
Total P arcel A rea
109.31 A c.
4,671,751 S q. Ft.
2692.2
6421
U G G A S S IN G
2692.2
6422
U G G A S S IN G
2693.0
6423
U G G A S S IN G
2694.1
6424
U G G A S S IN G
2694.7
6425
U G G A S S IN G
2693.1
6426
U G G A S S IN G
2691.8
6427
U G G A S S IN G
2692.4
6428
U G VEN T
2692.4
6429
U G VEN T
2693.5
6430
U G G A S S S IN G
2710.6
6431
S S M H
6432
2710.5
C RN
6433
2709.8
C RN
6434
2709.1
C RN
6435
2707.6
C RN
6436
2705.9
C RN
6437
2704.6
C RN
6438
2703.1
C RN
6439
2700.3
C RN
6440
2696.9
C RN
6441
2695.5
C RN
6442
2695.7
C RN
6443
2696.4
C RN
TestH ole:
El= 2699.80'
S
S S M H
Rim = 2710.60'
10" P VC N , E & S
Inv= 2679.85'
C EN TERLIN E
EL= 2705.90'
C EN TERLIN E
EL= 2709.80'
C EN TERLIN E
EL= 2696.40' C EN TERLIN E
EL= 2700.30'
34.57'
34.5'
34.7'
35' Givins Lateral Easement
Idaho P ower
Easem ent Inst.
N o. 7501614
50' Calkins Lateral Right of Way Easement
25'
25'
25'
25'
9.8'
10.2'
6.0'
0.077°'
0.077°'
N 00°33'35" E 2655.21'
S 89°06'38" E 1328.23'
S 89°06'38" E 2655.71'
S 00°37'17" W 2651.62'
"N o C ap" H eld Fd pin for north- south line and held
25.00 feet south of section line
for true corner.
Intersection U nder C onstruction at tim e of
survey, C am e back after construction and
located new position of M onum ent , held
position.
B A S IS OF B EA RIN G :
1327.48'
C 1/4 C orner
S ection 26
"P LS 6901"
C P & F Inst.
N o. 100034036
C alc P osition
C E 1/16th
C orner,
0.52' from pin
E 1/4 C orner
S ection 26
"P LS 13934"
C P & F Inst. N o.
2017- 084155
H eld pin
"P LS 3242" for
C E 1/16 C orner
C P & F Inst.
N o. 9317521
1285.93' 40.00'
"P LS 11118"
D id not hold pin
S 00°37'17" W 641.44'
S 00°37'17" W 338.70'
S 89°08'36" E 1286.07'
S 00°33'37" W 1301.54'
B ent,"P LS 3242"
H eld pin for corner
"N OT A P A RT"
Lot 3 B lock 1
B asslin Ridge Estates
B k 64 P g 6469
"N o C ap"
H eld original pin
on 1/16 line
"I llegible"
36.33' W .C .
H eld original pin
on 1/16 line
40.00'
Fd. "I llegible" pin, 0.63 east of
1/16 line, held pin
for corner location.
N 00°41'42" E 338.94'
40.00'
S 89°07'51" E 2655.34'
N00°37'17"E
2651.62'
S 00°33'37" W 1326.54'
N 00°33'35" E 2630.21'
239580 5.50 A S c. q.ft.
N 43°02'13"W 683.08'
S 89°09'16"E 757.63
S 43°02'13"E
186.77'
N 00°35'17"E
210.66'
N 00°37'17"E
345.53'
H eld Fd pin for east- west line and held 40.00 feet west
of section line
for true corner.
N 89°11'36" W 1325.93'
N 89°10'56" W 1326.91'
H eld Fd pin for east- west line and held 40.00 feet west
of section line
for true corner.
S 89°09'16" E 528.87'
S 89°07'53" E 528.87'
S 89°07'53"E 628.57'
"P LS 3242"
H eld pin for W .C .
S 89°17'45"E 685.86'
H eld Fd pin for east- west line and held 40.00 feet west
of section line
for true corner.
N 00°35'17"E 777.41
G
M ETER
T
T
T
T
T
T
E
E
E
E
E