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HomeMy WebLinkAbout1.02 Survey Plat ScanIMPROVEMENT SURVEY PLAT A PARCEL OF LAND TOWNSHIP COUNTY i''' 1`:) SITUATED IN THE SE I 6 SOUTH, RANGE 88 WEST OF GARFIELD, STATE : '; I4NE 1 OF OF COLORADO I4 OF SECTION 36, THE 6TH P.M. PROPERTY DESCRIPTION x REBAR & CAP ILLEGIBLE (END) BEARS: N45'22'56"£ 1.11' 589'51'51"E 1111.17' i k 3\ A PARCEL OF LAND SITUATED IN THE SE1/4NE1/4 OF SECTION 36, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE El/4 CORNER OF SECTION 36, A STONE IN PLACE; THENCE N89'401 2i" W ALONG THE SOUTH LINE OF SAID SE1/4NE1/4 A DISTANCE OF 509.21 FEET TO A POINT ON THE CENTERLINE OF A 60.00 OE . I a REBAR & CAP FOOT ACCESS EASEMENT; THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTH LINE OF \ \� \ I \\\ I \\ \ \\\ I \{:`= I \\\ \ \ I \ \ 10.0' WIDE HOLY CROSS UNDERGROUND ELECTRIC -,- --24 UTILITY EASEMENT }- F-.� l•:.: (. , •. {.; ( { 1 { LS#19598 (FND) / MESA CREEK �- SE1/4NE1/4 ALSO BEING THE SOUTHERN BOUNDARY OF PARCEL 1 OF HOMESTEAD ESTATES.N89-40'21"W A DISTANCE OF 859.55 FEET TO THE CENTER EAST 1/16 CORNER OF SECTION 36; THENCE ALONG THE WEST LINE OF SAID SE1/4NE1%4 ALSO BEING THE WESTERN BOUNDARY OF SAID PARCEL 1, NO2'S5'16"E A DISTANCE OF 1330.65 FEET TO THE NE1/16 SECTION 36 ALSO BEING THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE ALONG THE NORTH LINE OF SAID SE1/4NE1/4 ALSO BEING THE NORTHERN BOUNDARY OF SAID PARCEL 1, S89'51'51"E A DISTANCE OF 1111.17 FEET; THENCE LEAVING SAID NORTH LINE OF SE1/4NE1/4 S00'01'27"W A DISTANCE OF 416.14 FEET TO A POINT ON THE NORTH LINE OF SAID 60.00 FOOT WIDE ACCESS EASEMENT; THENCE N89'57'59"E A DISTANCE OF 173,63 FEET; THENCE S38'31'57"E A DISTANCE OF 31.94 FEET TO A POINT ON THE EAST LINE OF SECTION 36; THENCE ALONG SAID EAST LINE S0013'49"W A DISTANCE OF 66.99 FEET; THENCE LEAVING SAID EAST UNE N89'46'20"W A DISTANCE OF 187.59 FEET TO A POINT ON THE EASTERLY LINE OF SAID 60.00 FOOT WIDE ACCESS EASEMENT; THENCE N81'32'28"W A DISTANCE OF 30.00 FEET \\ X \ I `` X EASEMENT BK. 515, PG. 269 \ 05 GRAVEL ROADWAY PARCEL l 50'ACCESS {:'.,4 �.° 1-:‘:::{ t TO A POINT ON THE CENTERLINE OF SAID 60.00 FOOT WIDE ACCESS EASEMENT; THENCE ALONG THE k CENTERLINE OF SAID ACCESS EASEMENT THE FOLLOWING EIGHT (8) COURSES; 1. ALONG THE ARC OF A CURVE TO NE RIGHT HAVING A RADIUS OF 186.19 FEET AND A CENTRAL ANGLE OF DITCH EASEMENT-N \� \\ \::.{ HOMESTEAD ESTATES EASEMENT (NI , „ GRAPHIC SCALE 27'44'55", A DISTANCE OF 90.17 FEET (CHORD BEARS S22'20 00 W A DISTANCE OF 89.29 FEET) PER PLAT , \ \ \ \ 31.342*, ACRES REC. NO. 270401 { •. o i , / o / 100 0 60 too 200 400 2. S3612'27"W A DISTANCE OF 47.89 FEET "• t/) , ami •\X �':;> 3. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 846.25 FEET AND A CENTRAL ANGLE i * OLE \\\ X \ \\\ \\x REBAR & CAP LS#19598 (END) ,� X (.-.' {_::- �.••:„ {.:,1 , / N89'57 59 E 173.63 (>N FEET ) 18'33'58", A DISTANCE OF 274,22 FEET (CHORD BEARS S26'55'29"W A DISTANCE OF 273.02 FEET) 1 inch = 100 ft. 4. Si 7'38'30"W A DISTANCE OF 99.83 FEET 538'31'57"E 31.94' 5. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 887.36 FEET AND A CENTRAL ANGLE OF 07'03'38", A DISTANCE OF 109.35 FEET (CHORD BEARS S21'i0'19"W A DISTANCE OF 109.28 FEET) $ \;\ k �I { �` °� 6. 524'42'08"W A DISTANCE OF 64.00 FEET W PAGE SPRACHER c -°1 -JA, CARBON ALE, COLORADO •e' � HIGH COUNTRY ENGINEERING, INC. 1517 BLAKE AVENUE, STE 101, IMPROVEMENT SURVEY PLAT —I"' H'E GLENWOOD SPRINGS, CO 81601 PARCEL I HOMESTEAD ESTATES �2 r PHONE (970) 94548676 M FAX (970) 9454555 c, � __ ?' l�, CARBONDALE, COLORADO n� � � � WY W.HCENG.COM 228..' i ....- --- -- ...- _ -- ...-- -- o 518.8' TIE ---... �t� .; ,��i OVERHANG \,„---OVERHANG .„7... ':.. d=27'44'55" R=186.19' L=90.17' � _ � REBAR & CA .:1 LS#19598 D) i` ;1 / �. -.---SO0'13'49"W 66,99' 7. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 235,70 FEET AND A CENTRAL ANGLE OF 29'38'55", A DISTANCE OF 121.97 FEET (CHORD BEARS S09.52'41"W A DISTANCE OF 120.61 FEET) Ni • "� " • ` T=45.99' ` fir► . N89'4 '20"W 187.59' 8. SO4'56'47"E A DISTANCE OF 90,01 FEET TO THE POINT OF BEGINNING, COUNTY OF GARFIELD, STATE OF r .� I � OVERHANG---'1/2\ .� ..-.: �.,:.:...� '`. -•`":;:..:..:. ' ,'`, �. ` f �:�-^ ,y . �' CB=S22'20'00"W SEE HOUSE C=89.29 �� :� / /../ / „ , COLORADO ..,.►,..'"->' ...:::: ,:.:!:- . '--- e . /-•. ' -.,;' l -' GRAVEL : -�\ \ DRIVEWAY :. .,,...:'• :r•� , . \ 10 ROAD j `.;' `\ UTILITY `:'';:" ':.� \ EASEMENT DETAIL �� , / . � N81'32 28"W 30.00 0 53612 27 W 47.89 ` •nF / ::/ 1 , l.% / REBAR & CAP f :.j LS#19598 (FND) /:�% I x x ,-- --� �' f co `\Y;::.�,, t�18'33'58" / .. --' x NOTES M , w Ira 1 0 Z: •- .: \ \.• ''•;. \•'.\ j STOVER ; . 1 VALLEY ;::� ROAD ' (PLATTED AS HOMESTEAD ROAD) I { . : 1 �::: \\ \ 60 ROAD EASEMENT PER PLAT & 1 BK. 503 PG. 47 i I w i o c R=846.25' L=274.22' , T=138.32 CB=S26'S5'29"W C=273.02 ' 150' EASEMENT BK. 346 PG. 135 BK, 346 PG. 532 .- -- REC. NO. 218297 -- ' --' Si 7.38'30"W . / •/ 60' ACCESS ..•• --� .y / EASEMENT .- -•- / BK.1182 PG.953 ,-- / :l _ , r ,� ,. .�- -.- �" °� -'' 1 •1 , / E:`r _ -- of°f ..: i ______________-- '' of of ' / - j I -''' of f �� ' / of _,,. ---o -- "- °f 1. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF TRUE NORTH DETERMINED BY GPS OBSERVATIONS of YIELDING A BEARING OF NO0'13'49"E BETWEEN THE EAST QUARTER CORNER OF SECTION 36, A STONE IN PLACE AND THE NORTHEAST CORNER OF SECTION 36, A 1924 GLO BRASS CAP IN PLACE. °f of , ..- - 2, DATE OF SURVEY: DECEMBER 9, 2009. ,. -- '�r�.3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. .--.---- .-� -- '' 4. THIS SURVEY IS BASED ON THE PLAT OF HOMESTEAD ESTATES RECORDED AS RECEPTION NO. 270400, A -- BOUNDARY LINE ADJUSTMENT PLAT RECORDED AS RECEPTION NO. 270401 AND CORNERS FOUND IN PLACE --- '' AS SHOWN HEREON. ' { 10' U1TU1Y ' �' EASEMENT-��� j 2 WIDE WELL j EASEMENT j RECNO270401-- - �- -10' UTILITY j `•j --- j----oE• EASEMENT f i .r-��' -- -' /:: - --- -- 99.83' of ` ..- -- ..- ` .-- �--�./ /-. --- ' .-- of °f / ,• -' ` �' ,� / tea. -'' / V �- '" of -'0) �'..1 '' 5. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD c� OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY LAND TITLE (Ni 0p GUARANTEE COMPANY, DATED DECEMBER 06, 2009 (ORDER NUMBER GTF63004613-8). t 6. THIS PROPERTY IS SUBJECT TO A PUBLIC SERVICE COMPANY OF COLORADO GAS PIPELINE EASEMENT R BEING 25.00 FEET ON EACH SIDE OF THE CENTERLINE OF THE PIPELINE AS INSTALLED ACROSS THE -j_ ..- 1._i PROPERTY RECORDED IN BOOK 886 AT PAGE 451, BOOK 973 AT PAGE 925 AND BOOK 1389 AT PAGE j -- �" { -.-.-- . ..- -`-�---_ • ' i �f".- ''1 of -.I-- 6 REBAR &CAP -Of-,LS#19598 (END) ---' ---- -- -' ` / ' "" / r) O Z AINT RETAINING' TWALL 0� „ 'fir x SY 753. 7. THIS PROPERTY IS SUBJECT TO A MAP AND DITCH STATEMENT FOR THE STRANG DITCHES 1 AND 2 RECORDED JULY 18, 1888 AS DOCUMENT NO, 7292 IN SO FAR AS THEY EFFECT THE PROPERTY. i -" - �.. --- 524'42'08"W 64.00' _/ ', EBAR & CAP R-=887.36' '` ` .. Iof \ - -- ` / ILLEGIBLE (END) L=109.35 ' CONCRETE . ��6 �Q .------"------- f '`' ,. \ % / 0 ' " :: , a DECK= , GRA+tE ofo I / p4 \ .r -' of/"� of \\\' \),,.--'" of ,--� \ �-��\ N GRAVEL Of. \ .' ... \ ROADWAY -- '\� ,• �, -. �' °fj --• .'' •-' \.� ." DG4 `...'' ,. ` Lb=29'38'55" R=235.70' L=121.97' T=62.38 ' C6=509'52'41 "W Gm / / : 1 is ..- /../� : / ,� ESA CREEK / T=54.74' CB=S21'10'19"W C=109.28' r: ry DRIVE «`. �^ �.o' , ' ': � : - - . -Si' FRAME HOUSE "` £jy 4o 341 HOMESTEAD ROAD aoo X777 2.6. �=t�. `\ Q\` .,, -- \` ;:-:.'` �. C=120.61 _ 1- 1 , " _ , ?3.7 = 3. `�, C \ »> -' �. • :.: ` , - -,;,.........- ., SO4'S6 47 E = Dr;cK - - ., j ,- `."�,,,;•�.: . _ _ _...-- . --L".."- � '` --- ---'"'..90.01' j HOT. -20' UTILITY .•:: '`''-:- i TUB IMPROVEMENT SURVEY STATEMENT 1 EASEMENT ; ;._ �•.,�.. • .; --- t - - --- --' -- \ / ' EBAR & CAP / C ~~ ::::74y; , :. .•=t•'"•-: `� LS#19598 (END) HOUSE DETAIL i HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC., L -...- •��. •;1 :: .." N89'40'21" W 509.21' FOR W. PAGE SPRACHER, SCALE: f" = 30 I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, DECEMBER 9, "W +� --G-s------E 1/4 CORNER N89'40'21 859.55' POINT OF :' .l { X X 2009, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SECTION 36 SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ,\ (FOUND STONE) ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY -C-E 1 /16 CORNER BEGINNING SECTION 36 3-1/4" ALUM. CAP LS#9018 (FND) BEARS: S05I1'20"E 8.95' .1 . ,, ::;1 : I ,..: 1 ;:. j 1 \ \ , EASEMENTS CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED, ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE AND BELIEF. LEGEND I I{ `'. i o TELEPHONE PEDESTAL �,,,'••'•,,,,, , \\ POWER POLE tt'ty �0PP 0 R 0/Sr-- I 6 WELL FRANK W. H ' R • . N, L.S. ,'• : I P GAS LINE MARKER 13? a 19598 ,•�-4\%r kgag ..• Jw ` I © GAS RISER �4',$>;;::-..... • , •v .4/.. A 0 J¢+' ' POWER OE OVERHEAD LINE,.,,,.«,f'`' x FENCE NOTICE:. ACCORDRIG TO COLORADO. LAW YOU . MUST: COMMENCE: ANY_ LEGAL ACTION . BASED UPON ANY DEFECT IN ,THIS SURVEY .NITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH:--DEFECT IN NO. EVENT MAY. ANY ACTION BASED UPON' ANY DEFECT IN THIS. SURVEY I# COMMENCED MORE THAN TEN YEARS FROM THE DATE OP CERTIFICATON: SHOWN-HEREON.