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Home My WebLink About4.0 Sketch PlanS 0' KETCH PLA\ 100' 200° FOUND REBAR & CAP NW CORNER OF THE SWI/4 NE1/4 OF SECTION 9 300' F0� RLACK 3IAVO\D VI\E A\CH SUKIVISIO\ EXE BEING THE W1/2 SW1/4 NE1/4 OF SECTION 9, TOWNSHIP 7 SOUTH RANGE 89 WEST OF THE 6TH P.N., GARFIELD COUNTY, COLORADO \ \ S 89°45 05` E 210 POINT OF BEGINNING LOT 2 FOUND REBAR &ALUMINUM CAP CENTER 1/4 CORNER OF SEC. 9 ry L=127.96 R=101.60' \ ai=721)9138" \ C LEN=119.67' BRG=N14'00107"W 1 IC/ ^7 / 49)4. lzi / /// / 5,66 ACRES j/L1 R=818.06' 1C�LEN1309.92' \ \BR S 89°46'05' E 1 LOT 1 L=124.41 12=989.34' a=0712118" C LEN=124.33' BRG=N38'04'27"1 445.47' c �N11.58159"W POS- ////<v �o / FRAMED DUCOUTA � BUILDINGSTORAGE n i' \ CE: '_RUNE 70' UTILITY EASEMENTWATER ecu 483 ai ppcE azl STORAGE SHED N9 7 WATER LINE (TYP) LOT 2 1`.06 ACRES +/-/ SPRING a / h / / T7 / T 0_ tt' .►. 7aTfE• / a T STUDS 0ETCE SHED 24 O ROAD EASEMT BOOK 483 AT PACEEN421 AAIN NOOSE L=107.93' R=122.27' \A=50'34'39" OVERHEAD POWER LINES (TYP) PROPOSED 20' WATER \ MAINTEINANCE EASEMENT PRING BOX N 89°39106' W 652,97' 4 POINT OF BEGINNING LOT 1 FOUND REBAR & CAP L.S. #12083 9-�Iv L=59.55' 1 R=109.69 I-- 0=41'33111" C LEN= 77.82 BRG=N83'57'141'W 24' ROAD EASEMENT BOOK 535 AT PACE 602 S'T29 3 ,62,ESe00 S W w v 24' ROAD EASEMENT `- BOOK 483 AT PAGE 421 NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTICBASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE (3) YEARS AFTER YOU DISCOVER SUCH DCCT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MC THAN TEN (10) YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. FOUND REBAR & ALUM. CAP L. S. #16842 BOUNDARY DESCRIPTION W1/2 SW1/4 NE1/4 OF SECTION 9, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO. PROPERTY DESCRIPTION LOT #1 A PARCEL OF LAND SITUATED IN THE W1/2 SW1/4 NE1/4 OF SECTION 9, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLORADO; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY LINE OF THE SW1/4 NE1/4 OF SAID SECTION 9; WHENCE THE CENTER 1/4 CORNER OF SAID SECTION 9, BEING A REBAR AND ALUMINUM CAP PROPERLY MARKED, BEARS S.24'39'511'W. 1513.29 FEET; THENCE S.00'531291. 757.86 FEET, TO A POINT ON THE CENTERLINE OF AN EXISTINs ROAD EASEMENT AS RECORDED IN BOOK 477 AT PAGE 372 OF THE GARFIELD COUNTY CLERK AND RECORDERS OFFICE; THENCE ALONG SAID CENTER_INE THE FOLLOWING NINE (9) COURSES; 1) 79.55 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 109.69 FEET, A CENTRAL ANGLE OF 07'12'18" (CHORD BEARS N.83'57'34"W. 77.82 FEET); 2) N.64'32'22"W. 113.78 FEET; 3) 10793 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 122.27 FEET, A CENTRAL ANGLE OF 50'34139° (CHORD BEARS N.44'09129"W. 104.46 FEET); 4) N.2.'20'24"W. 101.86 FEET; 5) 124.41 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 989.34 FEET, A CENTRAL ANGLE OF 07'12'18" (CHORD BEARS N.38'04127"W. 124.33 FEET); 6) 118.70 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 88.06 FEET, A CENTRAL ANGLE OF 77'13'45" (CHORD BEARS NJ1'58'59"W. 109.92 FEET); 7) N.1E'41121"E. 154.37 FEET; 8) 12736 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 101.60 FEET, A CENTRAL ANGLE OF 72'09'38" (CHORD BEARS N.14'001071'W. 119.67 FEET); 9) N.4E'45108"W. 103.62 FEET, TO A POINT ON THE NORTHERLY LINE OF SAID SW1/4 NE1/4; THENCE LEAVING SAID CENTERLINE AND ALONG SAID NORTHERLY LINE S39'461051. 445.47 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTANING 5.66 ACRES, MORE OR LESS. PROPERTY DESCRIPTION LOT #2 A PARCEL OF LAND SITUATED IN THE W1/2 SW1/4 NE1/4 OF SECTION 9, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, GARFIELD COUNTY, COLOR?D0; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNVG AT THE CENTER 1/4 CORNER OF SAID SECTION 9, BEING A REBAR AND ALUMINJM CAP PROPERLY MARKED; THENCE N.01'02'01"W. ALONG THE NORTH SOUTH CENTERLINE OF SAID SECTION 9, 1378.11 FEET TO THE NORTHWEST CORNEF OF THE SW1 /4 NE1 /4 OF SAID SECTION 9; THENCE S.89'46'051E. ALONG THE NORTHERLY LINE OF SAID SW1/4 NE1/4, TO A POINT ON THE CENTERLINE OF AN EXSTING ROAD EASEMENT AS RECORDED IN BOOK 477 AT PAGE 372 OF THE GARFIED COUNTY CLERK AND RECORDERS OFFICE; THENCE ALONG SAID CENTEPLINE THE FOLLOWING NINE (9) COURSES; 1) S.4C45'08" E. 103.62 FEET; 2) 12796 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 101.60 FEET, A CENTRO_ ANGLE OF 72'09138" (CHORD BEARS S.14'00'07"E. 119.67 FEET); 3) S.1!'41'211'W. 154.37 FEET; 4) 11870 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 88.06 FEET, A CENTRL ANGLE OF 7713145" (CHORD BEARS S.11°581591. 109,92 FEET); 5) 12431 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 989.34 FEET, A CENTRAL ANGLE OF 07'12118" (CHORD BEARS S.38'04'271. 124.33 FEET); 6) S.21'201241, 101.86 FEET; 7) 10793 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 122.27 FEET, A CENTRIL ANGLE OF 50'34139" (CHORD BEARS S.44'09'291. 104.46 FEET); 8) S.6'32'221. 113.78 FEET; 9) 79.15 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 109.69 FEET, A CENTRA_ ANGLE OF 07'12'18" (CHORD BEARS S.83'57.341. 77.83 FEET, TO A POINT IN THE EAST LINE OF SAID W1/2 SW1/4 NE1/4 OF SECTION 9; THENCE LEAVINT SAID CENTERLINE AND ALONG SAID EAST LINE S.00'53'291. 621.51 FEET T_ THE SOUTHWEST CORNER OF SAID W1/2 SW1/4 NE1/4 OF SECTION 9; THEN° N.89'39'06"W. ALONG THE EAST WEST CENTERLINE OF SAID SECTION 9 652.97FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 15.06 ACRES, MORE -12 LESS. NOTES 1) BAS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N.01'02'01"W. BETWEEN THE CDITER 1/4 CORNER OF SECTION 9, AND THE NORTHWEST CORNER OF THE SW1/41E1/4 OF SECTION 9 AS SHOWN HEREON. 2) DAT OF SURVEY: JANUARY, 2004. 3) THR MAP WAS PRPARED WITHOUT BENEFIT OF A CURRENT TITLE COMMITMENT AND DIS NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR SCARROW & WALKER INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH AI -JOINING PARCELS, OR EASEMENTS OR ENCUMBERANCES OF RECORD AFFECTING THIS PARCEL. ALL SUCH INFORMATION SHOWN HEREON ARE ACCORDING TO (SCHEDULE B-SECION 2 -EXCEPTIONS) OF A TITLE COMMITMENT ISSUED BY STEWART TITLE OF GLENW)OD SPRINGS ORDER NO. 13613-G, SAID COMMITMENT WAS FURNISHED BY THE CLIENT 4) EASWIENT AND RIGHT OF WAY FOR POWERLINE EASEMENT AS SAME CROSSESS THE NORTKASTERLY PORTION OF SUBJECT, ACCORDING TO ABOVE TITLE COMMITMENT. V PTIO\ PLAT VACINITY MAP SCALE - 1 INCH = 2000 FEET SURVEYOR'S CERTIFICATE I, DON A. BAGENT, DO HEREBY CERTIFY THAT I AM A REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF THE BLACK DIAMOND RANCH, SUBDIVISION EXEMPTION PLAT AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY DIRECT SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND. IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS DAY OF , A.D., 2004. DONBAGENT REGISTERED LAND SKETCH PLA N SURVEYOR P.L.S. #26950, FOR AND ON BEHALF OF SCARROW & WALKER, INC. EXEMPTION CERTIFICATE THIS PLAT APPROVED BY RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS AT GARFIELD COUNTY, COLORADO THIS DAY OF , A.D. 2004. IN FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY, SUCH APPROVAL IN NO WAY IMPLIES THAT THE INFORMATION SHOWN HEREIN IS TRUE AND ACCURATE BUT DOES INDICATE THAT THIS PLAT IS EXEMPT FROM AND NOT SUBJECT TO REGULATION UNDER GARFIELD COUNTY SUBDIVISION REGULATIONS AT THE TIME OF ITS FILING. CHAIRMAN WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD. ATTEST: COUNTY CLERK COUNTY SURVEYOR'S CERTIFICATE APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TO C.R.S. 1973, 38-51-101 AND 102 (REVISED). BY: GARFIELD COUNTY SURVEYOR DATE: CLERK AND RECORDER'S THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF GARFIELD COUNTY AT O'CLOCK , A.D. 2004, AND IS RECEPTION N0. CERTIFICATE OF THE CLERK AND RECORDER M., ON THE DAY OF DULY RECORDED IN BOOK PAGE CLERK AND RECORDER BY: DEPUTY N C v a V- 0 0 C O E 5 0 z\ N ti C 3 0 a O d d