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HomeMy WebLinkAboutCOS 2865r u ;n u '" 0 > 0 z -. >' c ' _, ·.i.: 0 c, I -. 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 R~1076 oo· 1'>~031'34' 45" L~593.05' FNO i" RB DN 0.5' SHOT PIVOT FND ~" IP BENT SHOT PIVOT R=1 076.00' 1'>=007"25'30" L~13944' CHD BRNG~S88'17'30"W CHD LGTH = 139. 34' (R,~CHD BRNG N87"06'38"E) ( R,~CHD LGTH 140.78 ') CHD BRNG~S68'21'13"W CHD LGTH=585.57' (R,~CHD BRNG N67"17'1T'E) (R,~CHD LGTH 585 51') Bridger View Mobile Home Court COS No. 2547 N52'35' 40"E 125. 22' (R, ~ N51"29'01"E 125.25') N52"39'50"E 63. 02' (R1 ~ N51"33'13"E 63.01'} FND MAG NAIL IN CONC PAD R= 131.00' 1'>=014'18'08" L=32. 70' FND YPC "56 53" CHD BRNG=S30'17' 46"E CHD LGTH~32.62' ~ S'cr_c, ( R,~CHD BRNG S31"26 '46" E) \\ ;, (R,~CHD LGTH 32.58') "' v-. S37"32'59"E 63 07' (R, ~ S38"37'24"E 63.06'} FND YPC "56 53" S23"12'25"E 56.17'---\ (R, ~ S24"21'56"E 56.22') N52'34'47"E (R, ~ S51"26'25"E 39.15') S3T19'54"E 9849' (R1 ~ S38"28'46"E 88.40') ~o OU'~~ ~-<(' U' ~--J....), "' .9 <..P__::t ·~ "' o . . "" FND ~" R8 SHOT PIVOT "'· FNO 1 r' IP ON 1.0' UNDER POST S64'33'30"E 63.54' (R1 ~ S65"37'42"E 6362') Parcel4 9.92 Acres (Formerly Bridger Mobile Home Court No. 2 of Fm 15, Pg 681 & C.O.S No. 2547) N82'00 0 ·as" E 837 Z4') (R, ~ NB0'53 Parcel5 10.30 Acres (Formerly Tract 2B of CO.S. Nos. 2207B & 2547) FNO 2" AC 4955S FNO !" RB S81'29'37"W 9.14' (R, ~ N80"05'24"E 9.13'} Tract 23A COS No 2547 Tract IE CDS No 2207B S71"37'54"W 39.43' S77"45'01"E 153.84' Township 1 South ( R7 ~ S78"53 '58" E 153.76 ') S71'48'08"W 216.97' (R,~N71"46'59"E 217.06') FNO i" FND AC 4955S@•>---__j Township 2 South -sTf40'45"E. 200.21'- (R, ~ S78'49'33"E 200.20') N81'24'07"E 45.35' ( Rz ~ N81"35 'IS" E 45 30 ') ------------ FNO *" IP ON 0.5' IN RO (USED AS RM, TRUE CORNER BEARS S07'46'13"E 8.63') --'r-, ------------------ S02'25' 4 7"E 31. 01' (R7 ~ N03"53'13"E 30.93'} S89'11 '03"E 89.35' (R7 ~ S89"43'10"W 89.15') N77'40'1 o"w 30.51' (R1 ~ N78"55'02"W 3044') Tract 16 COS No. 2547 (Not a subject tract, but retraced to define Parcel 6) / FND BUSTED YPC ON i' RB ~------------~N~8~9~'~02~'~2~3N"W~~4~8~0~.478~'--------------~FNO YPC -(R,~ N89"51'11"E 480.44') 0 ILLEG UP 0.3' FNO j" RB UP 0.5' IN FENCE LINE, A YPC "MMI" BEARS S21'45'29"E 1.57' N Oil z ~ (DISTANCE FROM TRUE CORNER FND 1.5" AC C&H 1.73' WEST OF LINE '-t---NOTE' THIS AREA IS PART OF TRACT 17 0 ~ lD I;; "" "> Ol "' Ol '" "' ~ ~ FND 1.5" AC "9518" 4.0' W.C. TO CALCULATED CORNER) FNO 1.5" FND 1.5" FND 2" AC S02'14'35"W 140.89' (R,~ NOI"It'26"E 140.63') N89'15'34"W 247.74' AC "9518" ~~~~~~~~-4 (R7~ N89"32'23"E 247.84'} AC 37~4 NS9'12'21"W 186 15' "ALPINE" N89'13'28"W 62462' ON 0.5 @ - -~~-;';'f-j~-----------;-;:;-".:-"-;;;;;;;;~s:-;;~~-~~------------4 (R3 ~ N89"38'17"E l.' (R3 ~ N89'38'17"E 624.47') S29'02'09"W 81.92'--~7 S22'28'14"E 55.63' (R3 ~ NZ7"53'11"E 82.15') (R3 ~ N23"35'51"W 55.63') FNO FND 1.5" AC "9518" UP 1.0' ,_s" en a AC m G S89'14'02"E 263.68' "9518" ai"' ~-~~~~~~~~~~~~~~~~ ~ S59'41'04"E 33.84' (R3 ~ S89"36'42"W 263.72' _ (R3 ~ N60'52'33"W 33.87') w "' ., N89'14'25"W 311.33'-~ ' 0, FNO 1 IP W/YPC -BR = N89.39'05"E 311.10'} _:; >:: 3111 ES IN @------3 ----.:;::---:-::-::--::-:-;---~f} ~ . / . "'.~"' CENTER DN 1.0 _/' 150.70 160.63' ' ~ N89'17'18"W 125.07' FND ILLEG YPC ON FND 1.5" AC §5 11 (R3 ~ N89"33'31"E 125.02') 1.0', USED AS WC TO 9518", USED AS Z @_ MISSING COR, WHICH M TO EASTERLY LANDS IN CREEK COR TR-A N60'53'00"W 33 58' (R3 ~ N60"53'00"W 32.78') N61'53'27"E 29.18' N16'47'20"E 122.19' (R3 ~ N15"39'43"W 122.19') N1 0"08'27"W 87.61' (R3 ~ N11"16'04"W 87.61') Parcel9 5.17 Acres (Formerly Tract A of Plat No. 1-42-Bj (R3 ~ N60'45'50"E 29.18') N89'15'03"W 480.44' FND 1.5" AC "9518" UP 0.5' N89'16'34"W 395.53' 29.54' (R4 ~ S77"33'30"E 29.50'} RB IN AS2bL---- FND ~, IP ---;-- FND AC -.-----::=::::---- ~4955S \/l'>le FND AC ~ ·~\\1'1 5653 IN ~ ~ \. (?,fl l h ASPH t,.oS as'''~------ w 0 0 ·a r:t<, c - /'" ?" ~ ~ •\'. ~ (\0 ~ ~ ~ 571'48' 42"W 126. 78' (R6 ~ S70"40'22"W 126.73') FND 1" BC "16192" IN ASPH p FND 2" AC "16192" 0 0 141.98' W.C. Vl ~ co tn c:P. (J) ._..") ~ ~ <.9~ ~ .._j--;1_0-~ ~-~ "' 6' ~ceo '-? '61 ~-6'>~ Parcel 8 NS4'09'52"E 116.63' ( R4&M) Parcel? 3.98 Acres (Formerly Tract 5-A of CD.S. No. 1147B) Water Pipeline and Access Easement and Agreement, Doc. #335262 16.58 Acres (Formerly Tract 17 of CO.S. Nos. 2479A & 2547) USED AS WC TO SE FNO AC COR TR SA------•-# { FND 1.5" AC "9518", USED AS 29.96' W.C. (R3 ~ N89"37'20"E 480.44') FND 1 S' AC "9518" 4.0' w.c. (R7 ~ S89'33'28"W 396.11') FNO ~" RB UP 0.5' N89'15'03"W 29. 98' (R3 ~ N89"37'20"E 29.98') BASIS OF BEARING: 1/4 Sec. T R Tract 4 COS No. 1147B STATE PLANE NORTH FROM C.O.R.S. "MTSU" GROUND PROJECTION AT NORTHEAST CORNER OF SECTION 6, TOWNSHIP 2 SOUTH, RANGE 6 EAST: NORTH LATITUDE' 45'-42'-00 548848" WEST LONGITUDE: 111'-01'-15.920582" ELLIPSOID HT: 4698.373 sft. tiiZJ 31 1 S 6E ....=x=x=-t---+--t--IC E RTI Fl CA TE OF STAHLY ENGINEERING & ASSOCIATES Professional Engineers & Surveyors MERIDIAN CONVERGENCE ANGLE~-01"-06' -46" 0 50 100 200 rN FEET f-=@j=x~_32~_1 s~_6 E~SURVEY~~~~ lfJ ....=:::lXLJ=--+--t--t---1 COUNTY: 5 2S 6E GALLATIN 404 W Broodwoy Lewistown, MT 59457 Phon.,(406)535-8594 til 6 2S 6E PRINCIPAL MERIDIAN, MONTANA www.seaeng.com 851 Bridger Drive, Ste.l 3530 Centennial Drive Bozeman, MT 59718 Helena, MT 59601 Phone: ( 406)522-9526 Phone: ( 406)442-8594 Fo" (406)522-9528 Fox' (406)442-8557 CADD: BCK CHECKED: DS DATE 10/2/14 SHEET NO. 2 OF 2 -.;j ~ 0 " i") 0 D '" -0 Cc c-w u I " 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: L Date of Survey: July-September 2014 2. Purpose of Survey: 2. L Existing Parcel Retrocement existing parcels retraced). 2.2. Parcel re-naming_ (see Property Description for a list of 3. 4. 5. Owners of Record: Trust for Public Lands Survey Commissioned by: Trust for Public Lands A complete title search of easements or other encumbrances was not within the scope of this survey. Tract 22 Northeast Annexation FND ~" RB BENT SHOT r-- 1 I I I I I I I I I I I I I I I I I I I Tract I COS No. 1895 PIVOT ,-~--t------------___:1____, ,- 1 FND 1r RB BENT] SHOT PIVOT I ] 90' EASEMENT PER y DOC#2281033 I Tract C2-A I COS No. 1877 B I I I I I I ---.I "' "' I N00"21' 39"E 115.13' (R5 ~ N00'51'25"W 114.70') R=1 000.06" t-=007"09'35" L=124. 97' ~t.:: I N I~ I ""' ------------y------------------+--~ ~ I Bk 175, Pg 2596D CHD BRNG=S12"02' 43"E CHD LGTH=124.89' (R5~ARC LGTH 124.73} R=1386.24' 1'.=000"24'22" DESCRIPTION OF 9 PARCELS RETRACED/RENAMED THIS SURVEY: Tracts of land 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, being more particularly described as follows: L 2_ 3, 4. 5_ 6. 7. 8. Tract C1-A of Certificate of Survey No. 18778, Document #2436276 (Renamed to "Parcel 1" this survey). Tract A of Certificate of Survey No. 2505, Document #2186655 & Certificate of Survey No. 2547, Document #2220003 (Renamed to "Parcel 2" this survey). Tract 1 of Certificate of Certificate of Survey No. "Parcel 3" this survey). Survey No_ 2503, Document #2186359 & 2547, Document #2220003 (Renamed to Bridger View Mobile Home Court #2 Film15, Page 681 & Certificate of Survey No. 2547, Document #2220003 (Renamed to "Parcel 4" this survey), Tract 2B of Certificate of Survey No_ 22078, Document #2209049 & Certificate of Survey No. 2547, Document #2220003 (Renamed to "Parcel 5" this survey). The tract described on Deed Document #2476991 and depicted on Certificate of Survey No. 1471, Document #196775 & Certificate of Survey No. 2547, Document #2220003 (Renamed to "Parcel 6" this survey)_ Tract SA of Certificate of Survey No, 11478, Document #2485537 (Renamed to "Parcel 7" this survey). Tract 17 Northeast Annexation of Certificate of Survey No 2479A, Document #2249887 & Certificate of Survey No. 2547, Document #2220003 (Renamed to "Parcel 8" this survey). 9. Tract A of Industrial Properties Subdivision Plat J-42 & Certificate of Survey No_ J-42-B, Document #2236629 (Renamed to "Parcel 9" this survey). All on record at the Gallatin County Clerk and Recorder's office. Tract 2 COS No. 1147 A I \ I I _i) \ 90' EASEMENT PER . \ DOC#2281 033 I \ . \ N19'18'47"W (R5~N20"25"ZO"W f!/4.64') ' \ R=483.40' 1'.=009'47'06" L=82.56' CHD BRNG=N18'04'25"E CHD LGTH=82.46' (R,~CHD BEING N17'00'!6"E) ( R,~CHD LGTH 82.39 ') R=483.55' 1'.=01 0'00'12" L=84.42' CHD BRNG=N28'00'22"E CHD LGTH=84.32' (R1~CHD BRilG NZ6'53'46"E} (R,~CHD LGTH 84 31') I FNO AC 5653ES S50'11'47''E 0.94' FROM CALCULA TEO POSITION. USED AS RM TO SE COR TR 5A I FNO 1.5" AC "5653ES'" L=9.82' CHD BRNG=S19'45' 49"E CHD LGTH=9.82' (R,~CHD BRNC S20'13'10"E) (R,~CHD LCTH 9.85'} FND 1.5"' AC "9518"BENT TO S. SHOT PIVOT Townshj:_ 1 South Township 2 South R=550 00' 1'.=020'06'31" L=193.03' CHD BRNG=S25'43'05"E CHD LGTH=192.04' (R5~ARC LCTH 192.78'} R=100.00' 1'.=018'51'14" L=32.91' CHD BRNG=N31'08'37"E Tract IT-t COS No 18778 CHD LGTH=32. 76' FND 1.5" AC R=563.33' ,9518, (R5~ARC LGTH 32.90'} I'.=007"40,27, \\,USED, AS RM ~~=-;:;-;;:--;-;:c::-:-;::-;;;=::-:-=:-:-::-::::~--L = 7 5. 45' FND 1 5" AC "9518", USED AS RM CHD BRNG=N39'48'56"W ,"'-<'-,,-S46'20'50"W 30.00' ' CHD LGTH=75.40' ". N43'39'1 O"W 148.15' (R5~ARC LCTH 75 59') (R5~N44"48'51"W 148.10') ' ', Parcel1 ' N46'17'33"E 30.00' ~NO L5" AC "9518", /.®, '-USED AS RM R=199.87' t-=035'48'07" L= 124.89' 1 '1--1 Acres ( F'bz.merl y Tract '(;I-A of C.O.S.'-No. 1877B) "'- \, FND 2" AC" ALP\iNE", USED AS WC N19'20'23'1w 96.04' I ( R5~N20"2S'i20"W 97.9t'J 1 7(4 90' (R5~7 \, \ CHD BRNG=N25'51'55"W CHD LGTH=122.87' \ (R5 ~ARC LGTH 124.83') };-N82'02'08"E 30.00' ~ \ FNO 1 5" AC "9518", USED AS RM "® N07"58'12"W 84. 72' 1 (R5~N09'03'11"W 85.99'} IFND 1.5" AC 1 "951s·· 1.15· 05 ') SOUTH OF LINE 346. 79' N88'51'37"W 421.69' ----~ (R5 ~ S89'48'51"W 421.70 ') i: ---1 -- FNO BUSTED YPC ON j'" RB ' --'---~ MCILHATTAN ------: L_ '"T; (NOT TO SCALE) LEGEND ,--r-·. ' · _c _. -' 1 :_,_-r-.-J~_C?YL~!": '--------~--. I i 1 ~ :_i H1L~L$1DE I ~--- I - \ \ ' c ' ' /--------\.-----j~_R=1662.14' t-=006'59'57" L=203.05' ~I FOUND Section corner or One Quarter corner as described CHD BRNG=N36"24'05"E CHD LGTH=202.92' (R,~CHD BRNG N35"17'31"E} (R,~CHD LGTH 202.92'} 0 SET %"x18" Rebar with 2" Aluminum Cap stomped 16192 LS FND FNO AXLE LEANING, SHOT BASE N00'45'59"E 85.47' R=5755.00' 1'.=001'00'02" L=100.50' CHD BRNG=N40'26'40"E CHD LGTH=1 00 50' (R,~CHD BRNC N39'19'07"E) (R,~CHD LCTH 100.38'} Parcel 3 5.68 Acres (Formerly Tract 1 of C. O.S. Nos. 2505 & 2547) (R, ~ S00'04'34"'E 8S.25'} ' N1/16 S5: FNO 2" IP W/ @ FOUND YPC-9518 marked C&H unless otherwise noted X Calculated point FNO Found WC Witness corner-as described RM Reference Monument AC Aluminum Cap P.O.B. Point of Beginning RB Rebar (diameter note) ON Oowf1 (depth of found monument) IP Iron Pipe NF /NS Nothing Found, Nothing Set (M=-) Measured bearing and distance this survey ( R=) Record measurement from: (R, = COS 2547 Feb_, 2006) FLARED END ON 0.4' FND 2" AC 8-r~N~8~5;,'1~7~'0;;6~"~W~~1~9~4~0~9~·J' ~A~T~BA"'S2!E,_,:;:OF;;,__:T;:,RE:;E~~N~8~8~·;11;'~28;s" W~-;4:5~9~-~5~8~' ------~~~~~-~"ALPINE" -COS 2207B Nov, 2005) PLAT J-42-B July, 2006) (Rz (R3 (R, - (Rs - (Rs = (R7 - (R, ~ S86'26'34"E 193_79 ,) (R, ~ S89"17'38"E 459.62') CERTIFICATE OF SURVEYOR N89"56' 40"W 34.58' (R, ~ N89'13'59"E 34.95') I, the undersigned, Dan Stahly, Licensed Professional Land Surveyor, do hereby certify that I had direct supervision of the surveying and drafting of this land survey as shown on the accompanying Certificate of Survey is in accordance with applicable State and Local statutes and regulations. -~ +'-DATED this""!__-:-__ day of f'loY£_"".115f.. 2014. Don Stahly. PLS #16192LS Stahly Engineering & Assoc. BASIS OF BEARING: STATE PLANE NORTH FROM C.O.R.S. "MTSU" GROUND PROJECTION AT NORTHEAST CORNER OF SECTION 6, TOWNSHIP 2 SOUTH, RANGE 6 EAST: NORTH LATITUDE: 45'-42'-00.548848" WEST LONGITUDE: 111'-01 '-15.920582" ELLIPSOID HT: 4698.373 sit. MERIDIAN CONVERGENCE ANGLE=-01"-06' -46" 0 ~----~50~~~10~0~~----~200 IN FEET S01'51'21"W 13.95' (R1 ~ N00'28'37"E 14.00') 1/4 Sec. T S88'10'47"E 107.28' (R, ~ N89'14'48"E 107 32') COS 1147B June, 2014) COS 1877B Dec., 2012) COS 1471 Apr., 1989) COS 2479A Dec., 2006) R CERTIFICATE OF CLERK AND RECORDER I, Clerk and Recorder of Gallatin County, Montana, do hereby certify that the fo~<;J_oing instrument was filed in my office at -!~~'clock, A_.m., this ~~ day of _}JI)~f.C__, A.D., 2014, and recorded as COS~['-5::"_, Document No.~liU:::Z-1-----• Records of the Clerk ond Recorder, Gallatin County, Montana. Cle~~ ;;;~lf;,ti'ift-'dt----------------- 2496371 Pase: 1 of 2 11105(2014 10:49:43 Ar'l Fee: $26.50 Charlotte Mills-Gallatin County, MT COS lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll STAHLY ENGINEERING & ASSOCIATES Professional Engineers & Surveyors lilil 31 1 S 6E ~-=x x=-+--+----1-----1 CERTIFICATE OF www.seaeng.com In 404 w. Broadway 851 Bridger Drive, Ste.l 3530 Centennial Drive [Z[J 32 1 S 6E SURVEY ____________ I Lewistown, MT 59457 Bozeman, MT 59718 Helena, MT 59601 1--"==--!-----+----+-----j Phone:{406)535-8594 Phone: (406)522-9526 Phone: (406)442-8594 CZIJX 5 25 6E Fo>o (406)522-9528 Foxc (406)442-8557 f-=l&J=-t--t--t-----1COUNTY: GALLATIN CADD: BCK rxiXl CHECKED: DRS SHEET NQ_ 1 OF 2 [ITZ] 6 2S 6E PRINCIPAL MERIDIAN, MONTANA DATE: 10;2;14 L~------------------------------------------------------------------------~==~~--~~--------------------------~--~~~~--~------~