HomeMy WebLinkAboutPlans--AMENDED PLAT --
SECOND AMENDED FINAL PLAT OF LOT 62
ANTLERS ORCHARD DEVELOPMENT
SITUATED IN THE SE 1/4 OF SECT I ON 1, T.6 S., R.93 W. OF THE 6TH P.M.
Notes
1) BASIS OF BII:A RINGS : BEARINGS SHOWN HEREON ARE RELATIVE TO A BEARING OF N.26,0'4-1·E. BETWEEN A REBAR AND CAP. PIS # 14111 NEAR THE
SOUTHWEST COONER OF THE E1/2NWI/4SE1/4SE1/4 Of SECllON 1, AND A SANDSTCtlE MONUMENT FOUND AT THE EAST QUARTER WRNER Of SECTION
1, AS DEPICl£0 HEREON.
2) THIS ~AP WAS PREPARED \VITHOUT BENEFIT OF A CURRENT Tlill COf.4~1TlJENT AND DOES NOT REPRESEN T A llllE SEARCH BY THIS SURVEYOR OR
RIVER CITY SURVEYS, LLC. OF THE PROPERlY SHOWN TO DETER~INE O~ERSHIP. COMPATlEIIUTY WITH ADJOINING PARCELS. 00 EA~t.1ENTS OR
ENCUMBRANCES Of RECORD AFfECTING THIIS PARCU. ALL tNFORMATlON SHO\'tl HEREON REGARDING OWNERSHIP. EASEMENTS !ojND O'HER ENCUMBRANCES
OF RECORD WJ.S OBTAINED FROM, AND SUBJECT TO A TITLE C~MI TMENT PROVIDED BY COMMONi'1£ALTH TITLE COMPANY, FILE NO. r710028, DATED
OCTOBER 1. 1997.
J) n11S SURVEY DOES NOT REPRESENT ANY OTHER rn'E OF SURVEY. SUCH AS A COMPL.£1£ IMPROVEMENT SURVEY. IMPROVB.IENT \.DCA TlON
CERTIFlCA T£, ETC.
4) NOTICE ACCORDING TO COLORADO LAW, YOU MUST CUMMENCE AN)' LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURV'EY ¥!THIN THREE (3)
¥E ARS AFTER YOU DISCOVER SU(}l DEfECl. IN NO EVENT f.IAY ANY ACTION BASED UPON AN Y DEFECT IN Tl·HS CERTIFICATE BE CO I MENCED ~ORE THAN
TEN (10) YEARS FRt>.< THE DATE ~ CER]FICA]CN SHO'-N HEREON.
5) n11S AMENDED SUBDIVISION PLAT IS BASED UPON DEEDS RECORDED AT BOOK 530 AT PAGE 776, BOOK 705 AT PAGE 687, BmK 75 4 AT PAGE 590 ,
BOOK 754 AT PAGE 591, AND THE RECORDED PLAT Of ANTLERS ORCHARD DEVELOPMENT COMPANYS PlAT NO. 1, AND • THE AMEN!Efi) FlNAl PLAT OF
LOT 62. ANTlERS ORCHARD DE'wHOPMENT COMPAN'r"S PLAT NO ~ 1. RECEPTION NO. 517552. ALL OF THE GARFII£LD COUNTY RECO~S.
6) DATE or SUR'.£Yo JANUARY, 2005 .
7) 0'-NERS o
DOUGLAS l.lti.£S STEWART AND KIMBERLY JUNE STEWART
2896 COUNTY ROAD NO. 210
RIFLE, CQORADO 81652
8) LAND USE SU M~ARYo NUMBER OF LOTS o 2
LW I liSE ACREAGE
62-A SINGLE FAM ILY-ACRICULTURAL/RESDEN]AL 16.82 Ac .. ±
62-B SINGLE FAMilY-AGRICUlTURAL/RESIDENTIAL 9.41 Ae. ±
TOTAL ACREAGE: 26.23 Ac.±
9) ACCESS TO n1E PUBUC HIGHWAYS IS PROVIDED VIA A PRIVATE ACCESS EASEMENIT NOTED HEREON WHICH WAS CREATED BY AN1 SUBJECT TO THE
PROVISIONS OF A PRIVATE ACCESS EASEMENT AGREEMEI'lT RECORDED AS RECEPTlON NO . 516453 OF THE GARFIELD COUNTY R~CORIS.
10) THE PURPOSE OF THIS PlAT IS TO COMBINE THAT PARCEL OF LAND DESCRIBED IN BOOK 1044 AT PAGE 32+ WITH A PORTION I')F LOT 62 OF THE
AMENDED FlNAL PLAT OF LOT 62. ANTLERS OfiCHARD DEVELOPMENT. RESULTING IN lJHE LOTS SHOWN HER EON .
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(Bo ck 754, Page 59 0)
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Vj _j__ SEClJION 1
SEC110N12
GARFIELD COUNTY, COLORADO
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Lot 62 ~A
732,610 ~q.ft.
116.82 Af.+
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0 -----1--&:;AJ.£ : I ft.CI./' • w FEET
---x-x ---x--
EXISllNG FENCEUNE
e~+-+-+~
EXISTING OVERHEAD UllUTY UNE
0 Set #5 Reber & Plaotic Cop, PLS #
29030, except whtre noted otherwise .
..,<v«-
c¢1.:'
"<;/:-""'&-~'V I 15: <fr"' ~
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62)
( 1/4S~l/4)
Page 591)
SEC110N1
SECllON 12
NEl/{-SEl/4 Sec. 1
Exist ing Fenceline & Apparent
Southerly R-0-W, County Road # 210
s~~"5745'W .5.5o.OO'
~ = 56'50'29~
R = 22.31'
T = 12.07'
l"" 22.13'
N32'47'os·E
21 .23'
I
PRIVATE ACCES
01\NERS OF lHJs EASEMENT FOR USE BY
IN BOot<: s3o PAG~ ~~~Pr:llES DESCRIBED
687, BOOK 754 PAGE SS OOK 705 PAGE
754 PAGE 590 OF !HE 1 AND IN BOOK
RECORDS GARFIELD CCIJNrt
~ = 56'50'29*
~-'-R•4B.31' T-=26.14' L=47.92'
S32'47'05*W 45 .98'
CERTIFICHIJj Ql DI!DIC!TION AND OQERHiflP
KNOW ALL MEN BY n1ESE PRESENTS THAT THE UNDERSIGNED BEING SOLE
01\NER(S), ~ORTCACEES, OR LIEN HOLDERS OF All THAT REAL PROPERTY
SITUATED IN THE COUN TY OF GARRELD, STATE OF COLORADO, SAID REA~
PROPERTY BEING LOT 62 AS SHOYIN ON THE AMENDED FINAl PLAT OF LOT 62,
ANTI..ERS ORCHARD OEVELIP~ENT Cm.IPANY'S PLAT NO. T, RECORDED AS
RECEPTia-1 NO. 517552 OF THE GARFIELD COONTY RECORDS, AND ALSO THAT
PARCEL OF lAND DESCRIBED IN THAT PARCEL OF lAND DESCRIBED IN BOOK 10.W
AT PAGE 324 OF THE GARFIELD COUNTY RECORDS DESCRIBED AS FOlLOWS .
A f.\RCEL OF LAND SITUATED IN THE N1/2S£1/4SEI/4 OF SEC]ON 1, TO'-NSHIP 6
50011-1, RANGE 9.3 WEST Of n1E SIXTlH PRINCIPAL UERIDIAN, COUNTY OF GARFIELD,
STATE OF CCtORADO, SAID PARGa BEING MORE P~TICULARlY DESCRIB[Q AS
FOU.OWS:
BEGINNING AT A POINT FROI.i WHICH THE EAST QUARTER (X)RNER OF SAID SECllON
1, AN EXISTING SANDST~E Mct!UMENT. BEAHS N.22"0B'22*E. 1427.48 FEET· niEN
S.0415'25 •~W. A CISTANCE OF 20.84 FEET TO THE SOUTHERLY RIGHT-OF-vfAY OF
COUNTY ROAD NO. 210; n1EN S.04"15.'25"W. A DISTANCE Cf' +17.62 FEET: n1EN
S.04'21'51"W. A DISTANCE OF 147.12 FEET: THENCE 35.03 FEET ALONG l!HE ARC
OF A CUR'v£ TO THE RIGHT, HAVING A RADIUS OF 35.31 FEET. A CENlRAL ANGLE
OF 56"50'29•, THE CHORD Of 'M-IlCH BEARS S.32"47'05"W. A DISTANCE OF 33.61
FEET; THEN S.61"12'20~W. A DISTANCE OF 100.55 FEET TO THE SOUTHERLY UNE OF
THE N1/ZSE1/4SE1/4 OF SEC]ON I ; THEN S.89.44'38"W. ALONG SAID SOUTHERlY
UNE OF THE N1/2SE1/4SE1/4, A DISTANCE OF 288.19 FEET. ~ORE OR lESS TO
TI-lE SOUruEAST CORNER OF A PARCEL CONVEYED BY DEED REC~DED IN BOOK
46 1 AT PAGE 378, S-'JD POINT ALSO BEI NG THE SOUTHWEST CORNER OF THE
E1/2NWI/4SEI/4SE1 /4 OF SECTION 1, (FROM WHICH A REBAR AND CAP, PlS #
141111 BEARS N.62'59'E, 1.2 FEIET): THEN N.00'23'0.3oMW. ALOOG THE EASTERLY UNE
OF THE WI/2NW1/4SEI/4SE1/4 or SEC]ON 1, A DISTANCE or 637.28 FEET, ~ORE
OR lESS, TO AN EXISTING FENI!:EUNE ALONG THE SOUTHERlY RIGHT-Of-WAY OF
GARFIELD COUNTY ROAD NO. 210 (FRaA 'M-ilCH A REBAR AND PLASTIC CAP BEARS
S.21 '54'E. 1.9 FEET); 1I£N N.00'23'03"W. 22. . .70 FEET MORE OR lESS TO THE
NORTHEAST CORNER OF THE W1/2NW1/4SE1/4SE1/4 ~ SECTION I; THEN
N.89'44'49"E. ALONG THE NORTHERLY UNE OF THE N1/2SE1/4SEI/4 OF SEC]ON 1
A DISTANC E OF -4-42.67 FEET TO THE POINT OF BEGINNING, SAID WARCEJ..., '
CONTAINING 6.23 ACRES MORE OR LESS. THE IDTAL ACREAGE (f" THE TWO
PARC£LS DESCRIBED ABOVE BEING 26 .23 AC~ES, "-!ORE OR LESS: n1AT SAID
O'NNERS HAVE CAUSED SAID RIEAL PROPERTY TO BE LAID OUT AND SUR't.£YED AS
THE SECOND AMENDED nNAl PLAT CF LOT 62, ANTLERS ORCHARD DEVELOPMENT
COUPANYS PLAT NO. 1,. A SUBDIVISJON OF J1.. PART OF GARFlELD COONTY
COLORADO. EXECUTED THIS ___ DAY OF '
A.C. 2005.
01'11/ERS
DOUGLAS MILES STEWAR1 KI~BERLY JUNE STEWART
STATE OF COLORADO )
COUNTY ~ GARRELD )SS.
THE FOREGOING DEDICATlON WAS ACKNOWlEDGED BEFORE ME THIS DAY or A.D. 2005,
BY
MY COMMIS~ON £XPIRES __________ .c._ __ _
WITNESS f.IY HAND 1\ND SEAL
NOTARY PUBUC
BOABJ) OF C011N'JY CQllVI3310NJmS CliRTil!CAn:
THIS A~ENDED PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF
GARfiELD COUNTY, COLORADO THIS DAY Cf'
===""""==~ A.D. 2005, FOR FlUNG Vi!TH THE CLERK AND RECORDER
OF CARRELD COUNTY, SUB.ECT TO THE PRO\<t~DN THAT APPROVAL IN NO WAY
OBUGA TES GARFIEJ...D CllJNTY FOR THE FlNANCING OR CONSTRUCTING Of
IMPRO\IEMENTS "" LANDS, PUBUC HIGHWAYS, OR EASEt.lE~ DEDICATED TO THE
PUBUC EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY
COI.iMISSJONERS AND FURTI1ER THAT SAID APPROVAL SHALL IN NO WAY OBUGATE
GARFIELD CWNTY FOR THE CONSTRUCTlON, REPAIR OR MAINTENANCE OF PUBUC
HIGHWAYS.
BOARD OF COUNTY COMMISSIONERS OF GARtiELD COUNTY. COLORADO
BY'-;;==c--------CHAIRMAN
VttTNESS MY HAND AND SEAL OF THE COONTY OF GARFIELD
ATTEST----------
CQtJN1"( SIIRVJYOR'S CER'Ilf1CATI
l APPROVED FOR CONTENT AND F~~ ONlY A~D NOT THE ACWRACY OF
SURVEYS, CALCUlATIONS OR DRAFllNG. PUASUANT TO C.R.S., 38-51-101, et. seq.
BY:-;;;:;m=N;=o;;-;==;c" GARFELD COUNTY SURYEYOR DATE
CIJRK .&tiD RECORDER 'S CERTirJCATil
THIS PLAT WAS FlLED FOR RECORD IN n1E OFFICE OF THE Ct.ERK AND RECORDER
OF GARFIELD COUNTY AT O'CLOCK _M., ON THE
o;;;;;;o;;;;;:-"" DAY OF A.D . 2005, AND IS DULY RECORDED IN BOOK PACE . RECEP]ON NO. _____ _
ClERK AND RECORDER
A TTESTo -;;=;;;---------DEPUTY
ATfORNEY'S CERliFJC ATE
I, BARBARA BUR'I/rELL, AN ATTORNEY UCENSto TO PRACTICE LAW IN THE STATE
OF COlORADO, DO HEREBY CERTIFY THAT n11S SECOND AMENDED FlNAL PLAT IS IN
SUBSTANTIAL COMPUANCI: WITH THE GARFlE'LD DEPUTY COUNTY SUBDI\ASION
REGULATIONS OF 1984, AS AMENDED , AND Tl1AT lHERE ARE NO DEDICAl!IONS TO
THE PUSUC , AFFECTED BY THIS At.! ENDED PL.A T.
BARBARA BURWELl
BY'--oc===,-.,=.,.,-..,-.,--Barbora Burwel l, Attorney for Owners
120 W. Third, Rifle, CO 81650
Phone ; 970-625-1887
'
Surveyor's Certificate
I, DAVID It COOPER, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND
SURVEYOR UCENSED UNDER THE LAWS OF TliE STAlE OF COLORADO, THAT TH IS
PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE SECC't-10 AMENDED FINAl
PLAT OF LOT S2 , ANTLERS ORCHARD DEVELOPMENT COM'PANYS PLAT NO . 1, J.5
lAID OU T, PLAffiD, DEDICATED AND SHO\\tll HEREON, THAT SUCH PLAT WAS MADE
FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY
SUPER~SIDN AND CORRECTLY SHOWS THE LDCA]ON AND DIMENSIONS OF THE
LOTS, EASEMENTS, AND STREETS OF SAID SUBDJVlSIC't-1 EXEMPTlOOI AS THE SAME
ARE STAKED UPON THE GROUND IN COMPUA~CE 'MTH APPUCABL.E REGULATlONS
GOVERNING THE SUBDI\ASION OF LAND .
IN 'MTNESS 'WHEREOF I HAVE SH MY HAND 1\ND SEAl THIS 6th DAY OF JULY AD 2DOS. . .
David A. Cooper
Colo. Reg. P.L.S. II 29030
For, and on Behalf of
River City Surveys, Ll.C .
r
BLOCK BETWEEN
ROOF FRAMING 4' O.C.
2x8
RIM JOIST
16" X 5" X re" OSB
GUSSET W/(5) 8d
NAILS PER TRUSS
MEMBER ·
-~-
3 t X 8" X ?iJ" OSB
GUSSET W/(5) 8d
NAILS PER TRUSS\
MEMBER
--' i --
-?'\---I I ---~-~
\ --1
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/
/
STORAGE LOFT
MATERIAL: 2X4 HEM FIR NO. 2
SPACING: 24" O.C .
ALLOWABLE LOADING
LL = 70 PSF
DL = 10 PSF
WL = 80 MPH
--------------------------------------
(2)2x4
TOP PL
7 '-6" WALL
: 2X4 STUD ® 16" O.C. ~I
~~
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I
2x8
@ 24" o.c.
12'
TYPICAL ROC)F
i"=1'-o"
h J14-I ;u 5f7evh t7PI
~eyut ;e,d cv41!11 5ef rAf
/5 CL>»f/ I <bl-ed
FRAMING
4 '
APPROVED
SUBJECT TO NOTED
:EXCE PTIONS & INSPECriONS
GARFIELD COUNTY I ~~;~~-! 1ln ~ LOCO~ ~~~~·!!i ~ NO INSPECfiON WITBOtrr 7 e ~.. E ~~' 'I'Bin PLANS ON SITE :z: ~ -
_ of u=~i~ ~
~~~ (J
0o1re
7/8/03
lbll: J/4" •1'-G"
Pto)oot""
0!177-00203
HFIIHl
1 OF 1
.BLOCK C:V"ERY OTHER
BAY Of'' TRUSSES.
NAIL BLOCIC!NG TO
TOP PL W"ITH (5)
1en NAILS. ATTACH
TRUSSES TO BLOCHING
WTTH (3) 16D NAILS.
2x8
RIM JOIST
3 J;•• X a·· X rt,•• OSB
GUSSET W"/(S) 8d
NAILS PER TRUSS
MEMBER-TYPICAL
EACH :Sl:DE
(2)2x:4
TOP PL
7 "~6"" WALL
2X4 STUD @ 16"" o.c.
--
STORAGE LOFT
MATERTAL: 2X4 HEM
SPACING: 24 " O.C.-
AI.L OW AHI E LOADING
LL = 70 PSF
DL = 10 PSF
WL = 80 MPH
2:x:8
® 24 .. o.c.
·----------------
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