HomeMy WebLinkAbout2865_2 CERTIFICATE OF SURVEY NO. 2865
LOCATED WITHIN SECTIONS 31 & 32, TOWNSHIP 1 SOUTH, RANGE 6 EAST, AND SECTIONS 5 &6 TOWNSHIP
2 SOUTH, RANGE 6 EAST, P.M.M.
CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA
VICINITY MAP
SURVEY NOTES: - mcaHATTAf--- - ,
1. Date of Survey: July-September 2014 -�-
2. Purpose of Survey. __ --.- _-
2.1. Existing Parcel Retracement (see Property Description for a list of ---- _ a r/NNACLEsTAR
existing parcels retraced).
2.2. Parcel re-naming. i .= eoyLAN _
3. Owners of Record: Trust for Public Lands A NEB
4. Survey Commissioned by Trust for Public Lands w o - g
a1 >
5. A complete title search of easements or other encumbrances was not Q __ o _ eRIDOER_ HEADLANDS _I
within the scope of this survey.
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2 A m r HIL'ILSIDE
GRIFFIN. - "
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Tract 1
COSNo. 1895 -._..._.._. ....-._...._-__..
I _ _y
BRYANTlk
FND RB -
BENT SHOT o
PIVOT '�.''BOND
90'EASEMENT PER
BIG G T RS I1CCH _I
o I DOC#2281033 p Tg7F9p OAK -
0
N N aq�
w> Tract C2-A
cos No. 1877B
qT ,,
Ln
<o I J NIPER
0 2 I N00°21'39"E 115.13'
O II (Re=N00°51'25"W 114.70') TAMARACK vT -
Z C FO
R=1000.06'
I-- A=007°09'35" (NOT TO SCALE)
L=124.97'
FND( RB m I CHO BRNG=S12'02'43"E
Tract 22 Northeast BENT SHOT �n CHD LGTH=124.89'
Annexation (PIVOT Bk 175, P9 2596D ^ (R,-ARC LCTH 124.73)
I a
R=1386.24'
A=000.24'22"
Tract 2 COS I I L=9.82'
No. 1147A I CHD BRNG=S19'45'49"E
I CHD LGTH=9.82'
I I (R,=CHD BRNC S20-13'f0"E)
FND 2"AC ALPINE I FND 1.5" (R,=CHD LCTH 9.85')
AC"9518"
(TYP-OF _S3 �USED AS
RM __ Township 1 South
S002'9"W 2795" 6 5 S74-07'47"W 30.00' Township 2 South
(FROM AC o SECT 5 FND 3' N15'52'13"W 148.53'
-_- AC \(Rs=N16°51'25"W 148.77')
------- (MDOT) -
Tract 3 COS \I 74'22'22"W 30.00'
DESCRIPTION OF 9 PARCELS RETRACED/RENAMED THIS SURVEY: p �\SFND R=550.00'
No. 1147A \ 1.5"AC"9518",USED
TractsoflandLocated within Sections 31 & 32, Township 1 South, Range jAS RM A=020°06'31"
6 East, and Sections 5 & 6 Township 2 South, Range 6 East, P.M.M., I\ \ L=193.03'
City of Bozeman, Gallatin County, Montana, being more particularly \ \ CHD BRNG=S25°43'05"E
described as follows: I CHD LGTH=192.04'
\ \\ (Rs=ARC LCTH 192.78')
FND 1.5"AC R=100.09'
1. Tract ed of Certificate s Survey No. 18776, Document #2436276 A=018'51'14" Tract 1877
Renamed to "Parcel 1" this survey)- I \ \ 951HOT PI TT COS No. 1877E
( Y)- 90'EASEMENT PER \ \ S.SHOT PIVOT L=32.91'
DOC#2281033 \ \ CHD BRNG=N31'O8'37"E
2. Tract A of Certificate of Survey No. 2505, Document(Renamed
& \ S CHD LGTH=32.76'
Certificate of Survey No. 2547, Document #2220003 (Renamed to I lr FND 1.5"AC R=563.33'
"Parcel 2" this survey). I \ 0- \"9518 (Rs=ARC LCTH 32.90') A--007'40'27"
\USED AS RM
3. Tract 1 of Certificate of Survey No. 2503, Document #2186359 & - \\ �%i FND 1.5"AC"9518",USED AS RM CHID BRNG=N39'48'56"W
Certificate of Survey No. 2547, Document #2220003 (Renamed to I \ 'p \S46'20'50"W 30.00'
"Parcel 3" this survey). N19°18'47"W 614.63' \ �O \ N43°39'10"W 148.15' CHD LGTH=75.40'
Y) - (Rs=N20°25'20"W f14.64'J d (Rs-ARC LCTH 75.59')
\(Rs=N44°48'51"W 148.10'J
4. Bridger View Mobile Home Court #2 FiIm15, Page 681 & Certificate of R=483.40' \ \
SurveyNo. 2547, Document 2220003 Renamed to "Parcel 4" this \Parcel1 N46'17'33"E 30.00'
# ( 4=009'47'06" FND 1.5"AC"9518 R=199.87'
1 11 Acres ,j\
survey). L=82.56' \ USED AS RM A=035.48'07"
CHD BRNG=N18'04'25"E ( rly \ L=124.89'
5. Tract 2B of Certificate of Survey No. 2207B, Document #2209049 & CHD LGTH=82.46' Tract�1-A \ CHD BRNG=N25'51'55"W
Certificate of Survey No. 2547, Document #2220003 (Renamed to R,=CHD BRNG N17°00'16"E of C.O.S.-,N..
"Parcel 5" this survey). ( (R,=CHD LCTH 82.39') 1877B)\ CHD LGTH=122.87'
R=483.55' \ \ (Rs=ARC LCTH 124.83')
2476991 and depicted on A=0100012
# P
6. The tract described on Deed Document . - " FND 2"AC"ALPNE", /�N82'02'08"E 3D.00'
USED AS WC _
Certificate of Survey No. 1471, Document #196775 & Certificate of L=84.42' N19'20'23 FND 1.5"AC"9518",USED AS RMW
Survey No. 2547, Document #2220003 (Renamed to "Parcel 6" this CHD BRNG=N28'00'22"E 96.04' N07'58'12"W 84.72' "
survey). CHD LGTH=84.32' (Rs=N20°25'20"W I (Rs=NO9°03'1fW 85.99')
=CHD BRAG N26°53'46"E) 97'9/) I FND 1.5"AC
7. Tract SA of Certificate of Survey No. 1147B, Document #2485537 (R, (R,=CHD LCTH 84.31') '�4.90' "9518"1.15'
(Renamed to "Parcel 7" this survey). Rs=7 OS') SOUTH OF LINE 346.79'
FND 1.5"AC NF/NS FND YPC
"5653ES" 5606S,USED AS WC FND
8. Tract 17 Northeast Annexation of Certificate of Survey No. 2479A, FALLS BUSTED
Document #2249887 & Certificate of Survey No. 2547, Document I ON N88'S1'37" '
#2220003 (Renamed to "Parcel 8" this survey). I BRIDGE 421.69 YPe ON
GE (Be=889°48'S1"W 41.69 IRS9. Tract A of Industrial Properties Subdivision Plat J-42 & Certificate of FND AC 5653ES DECK 53.35'
Survey No. J-42-B, Document #2236629 (Renamed to "Parcel 9'• S50'l1'a7"E 0.94' - NF/NS
FROM CALCULATED FALLS ON
this survey). POSITION,USED AS RM BOULDER
TO SE CDR TR 5A R=1662.14'
All on record at the Gallatin County Clerk and Recorder's office. I A=OD6'S9'S7" LEGEND
FND 1.5"AC L=203.05' Frx
OUND Section corner or One 0uartsr corner as describedILLEG.DN 1.4' / CHD BRNG=N36'24'O5"E
S BENT,SHOT CHD LGTH=2D2.92' ET%%18"Rebar with 2"Aluminum Cap stamped 16192 LSRPIVOT (R,=CND BRNG N35-17'31"E)
(R,=CHD LCTH 2O2.92') OUND YPC-9518 marked C&H unless otherwise noted-.g � F c� y alculated point
�i O R=5755.00' .o
0 cn o FND Found
- _ FND 2"AC 16192 roco
()�O�'ph I A=DO1'00'02" AZ > -
35.03'W.C. „yhegl 1Z L=100.50' N 6,. WC witness corner-as described
E ' CHD BRNG=N40*26'40"E n-
CHD LGTH=1D0.50'
QJ�Fd• I RM Reference Monument
qN�- i"j N
`7 ryp� �VOQ'y43 oA (R,=CHD BRNG N39°19'07"E) 'N. o @,p AC Aluminum Cap
(R,=CHD LCTH 100.38') w
P.O.B. Point of Beginning
ah^ 93 .F,9� I NNm N o Re Rebar(diameter note)
A c^
LQ bA m
Parcel ON Down(depth of found monument)
k�o ��oyayn I 5.68Acres IP Iran Pipe
�. (Fornwrly Tract 1 of
N50'21'39"W 10A117' C.O.S. Nos. 2505 & 2547) NF/NS Nothing Found,Nothing Set
(R,=N51°31'04"W 11.17') Measured bearing and distance this survey
FND AXLE
Record measurement from:
FND 2"AC LEAKING, (R-)
"951B" SHOT BAS NOO'45'S9"E 85.4T (R1 = COS 2547 Feb., 2006)
2.0 "I.C. (R,=S00°04'34"E 8�.25')
N]AC 147/16 S6; FND 2"IP w/ (R2 = COS 2207B Nov., 2005)
FLARED END ON 0.4' FND 2"AC (R3 = PLAT J-42-B July, 2006)
11 N85'17'06"W 194 09' AT BASE OF TREE N88'11'28"W 459.58' FND RB "ALPINE'
(R,_ (R4 = COS 1147E June, 2014)
U
-S86°26'34"E/93.79') (R1=S89°77'38"E 459.62') (R5 = COS 18778 Dec., 2012)
ONTgN
S01°51'2137 13.00' (R6 = COS 1471 Apr., 1989)
N 895640"W 34.58' S86'10'47"E 107.28'
(R,=N00°2837E/4.00')
• DA • (R,=N89°13'59"E 34.95') (R,=N89°14'48"E 107.32') (Rry = COS 2479A Dec., 2006)
S[All
wn�11
CERTIFICATE OF SURVEYOR CERTIFICATE OF CLERK AND RECORDER
I, the undersigned, Dan Stahly, Licensed Professional Land Surveyor, do hereby certify that I had direct I, Clerk and Recorder of Gallatin County, Montana, do hereby certify that the
osupervision of the surveying and drafting of this land survey as shown on the accompanying Certificate of foregsing instrument was tfiled in my office at 4Q_ o'clock, .m., this
'Survey is in accordance with applicable State and Local statutes and regulations. - day of -, A.D., 2014, and recorded as COS_QfW,
�•t4 Document No. q �------ Records of the Clerk and Recorder, Gallatin
DATED this ___day of LBNlE6, 2014. County, Montana.
a ,J--
w Dan Stahly, PLS #16192LS Clerk'and Recorder, Gollatin'Fou+
Stahly Engineering & Assoc.
u BASIS OF BEARING: 2496371
Paso:1 of 2 1105-14 10:49:43 14 Fee:S22.50
STATE PLANE NGROUND PROJ COTIION AT NORTHEAST CORNER OF fi
II SECTION 6, TOWNSHIP 2 SOUTH, RANGE 6 EAST: - ---_---
m i NORTH LATITUDE: 45°-42'-00.548848" 1/4 Sec. T R
WEST LONGITUDE: 111-OV-15.920582" S AHLY ENGINEERING &ASSOCIATES 6\HEfQj
ao i\' ELLIPSOID HT: 4698.373 sft. XX 31 ,S 6E Professional Engineers & Surveyors
MERIDIAN CONVERGENCE ANGLE=-01'-06'-46" CERTIFICATE OF _ wwwseaeng.com
_ - 32 15 6E SURVEY 404 w'e.°°°"'°Y as ermger°""e,St,. 35,3 Centennial Ddve STAHLY
` Lewistown,Mi 5945/ S°zemon,.41T 59718 Helena, 40)442 u
C' Ph,n,-(406)535-8594 Phone:(406)522-9526 Phane:(406)442-8594
X Fax:(406)522-9528 Fax:(406)442-8557
o so 100 zoo 5 25 6E COUNTY: GALLATIN CADD: BCK SHEET NO.
IN FEET XX 6 2S 6E PRINCIPAL MERIDIAN, MONTANA CHECKED:DRS 1 OF 2
DATE: 10/2 14-