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HomeMy WebLinkAbout07. Improvement and Topographic SurveyNW1/NEI/4 SECTION 9 OWNER JOHN, ROY, MARSHALL & DANIEL SAVAGE PARCEL NO, 2407-043-00-064 NORTH-EAST 1 16 CORNER SECTION 9 FOUND 3-1/4" ALUMINUM CAP LS NO. 36572 SW1/NE1/4 SECTION 9 OE OE -POWER POLE (TYPICAL) NE1/NE1/4 SECTION 9 OWNER BATTLEMENT MESA LAND INVESTMENTS PARCEL NO, 2407-081-00-152 OVERHEAD POWER LINE (TYPICAL) COUNTY ROAD NO. 301 N0034'21 "W 30.00' OWNER BATTLEMENT MESA LAND INVESTMENTS PARCEL NO. 2407-081-00-152 DIRT DRIVE OE OE OE OE OE IMPROVEMENT & TOPOGRAPHIC SURVEY A PARCEL OF ND SITUATED IN THE E 1 I2NE 1 I4 OF SECTION 9 TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE 6TH P.M. COUN OF GARFIELD, STATE OF COLORADO ©=14'5621" R=290.00' L=75.61' T=38.02' CB=N83°44'32"E C=75.40' ///,/ / , ,/,/,/// VACATION PER / RESOLUTION NO. 08-37 RECEPTION NO. 744456 N88'47'17"W 100.38' XI TIN 24ASPHALT ROAD I0 EXCEPTION BOOK 86 AT PAGE 343 RECEPTION N0;` 51362 N89°48'2&"E 643;87' OLD WIRE FENCE,/ - (TYPICAL) 42"..CMP— OPEN AREA EDGE OF- VEGATATION OE 24" OAP LARGE. BOULDERSI N76"16'2 74:36' h 36" CMP OLD CONCRETE FOUNDATION BOULDER PILE 5980...... ,. . SE1/NE1/4 SECTION 9 BOULDER: RETAINING 1= 34"35'00" R=360.00' L=217.29' T=112.07' CB=S86°26'07"E` C=214.01' DRAINAGE DITCH (TYPICAL) 5 WOODED AREA DRAINAGE DITCH (TYPICAL) GRAVEL ROAD TOTAL AREA 37.733+ ACRES. OWNER NATHAN & BECKY SCHAEFFER PARCEL NO. 2407-091-00-086 5970 BOULDER RETAINING WELL. - GRAVEL AREA OLD WIRE FENCE (TYPICAL) II ._59g° II CUT PATH- THROUGH WOODED AREA 600 II 11 o, N z =r w 0N - U0 0 0 0 (1) WOODED AREA 6010 CENTER -EAST 1/16 CORNER SECTION 9 FOUND 3-1/4" BLM ALUMINUM CAP NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. o (YIELDING BEARING) N89"40'10XW 1.275.p9' x SE1/4 SECTION 9 OWNER BATTLEMENT MESA LAND INVESTMENTS PARCEL NO. 2407-081-00-152 -DRAINAGE=-.., DITCH (TYPICAL) 6000. 30 FOOT WIDE HOLY CROSS ENERGY RIGHT-OF-WAY EASEMENT RECEPTION NO. 746593 NORTH 1/16 CORNER SECTION 9 & 10 FOUND 2-1/2" BRASS CAP LS NO. 5933 SECTION 10 S00°35'07"E 86,54' 100 0 GRAPHIC SCALE 50 100 200 400 POINT OF BEGINNING EAST 1/4 CORNER SECTION 9 FOUND 3-1/4" BLM ALUMINUM CAP SITE BENCHMARK ELEVATION: 6033.05 ( IN FEET ) 1 inch = 100 ft. -a- OE x LEGEND POWER POLE GUY ANCHOR TELEPHONE PEDESTAL WELL TRAFFIC SIGN DITCH OR SWALE OVERHEAD ELECTRIC LINE FENCE LINE PROPERTY DESCRIPTION (PER STEWART TITLE GUARANTY COMPANY ORDER NUMBER 920906 DATED: OCTOBER 30, 2009 ALL THAT PORTION OF THE E1/2 OF THE NE1/4 OF SECTION 9, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE 6TH P.M., LYING SOUTH OF THE CENTERLINE OF THE PRESENTLY EXISTING PAVED COUNTY ROAD WHICH BISECTS THE E1/2 OF THE NE1/4 OF SAID SECTION 9 IN AN EAST -WEST DIRECTION NEAR THE BOUNDARY LINE BETWEEN THE NE1/4 OF THE NE1/4 AND THE SE1/4 OF THE NE1/4 OF SAID SECTION 9. EXCEPTING THEREFROM ANY PORTION CONVEYED TO THE BOARD OF COUNTY COMMISSIONERS VIA QUIT CLAIM DEED RECORDED IN BOOK 86 AT PAGE 343 AS RECEPTION NO. 51362. EXCEPTING THEREFROM ANY PORTION CONVEYED IT THE BOARD OF COUNTY COMMISSIONERS VIA SPECIAL WARRANTY DEED RECORDED MARCH 12, 2008 AS RECEPTION NO. 744457. COUNTY OF GARFIELD, STATE OF COLORADO. PROPERTY DESCRIPTION (AS SURVEYED) A PARCEL OF LAND SITUATED IN THE E1/2NE1/4 OF SECTION 9, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE 6TH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF COUNTY ROAD 301, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 9, A 3-1/4" BLM ALUMINUM CAP IN PLACE; THENCE N89'40'10"W ALONG THE SOUTHERLY BOUNDARY OF THE SE1/4NE1/4 A DISTANCE OF 1,275.09 FEET TO THE CENTER -EAST 1/16 CORNER OF SAID SECTION 9, A 3-1/4" BLM ALUMINUM CAP IN PLACE; THENCE N00'34'21"W ALONG THE WESTERLY BOUNDARY OF THE SE1/4NE1/4 A DISTANCE OF 1,281.50 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF A PARCEL OF LAND AS DESCRIBED IN BOOK 86 AT PAGE 343 AS RECEPTION NO. 51362 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID WESTERLY BOUNDARY ALONG THE SOUTHERLY OF SAID PARCEL OF LAND N89'48'28"E A DISTANCE OF 643,87 FEET TO A POINT OF INTERSECTION WITH THE SOUTHERLY BOUNDARY OF A PARCEL OF LAND AS DESCRIBED IN RECEPTION NO, 744457 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE S88'47'17"E ALONG SAID SOUTHERLY BOUNDARY OF RECEPTION NO, 744457 A DISTANCE OF 100.38 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 290.00 FEET AND A CENTRAL ANGLE OF 14'56'21" AND A DISTANCE OF 75,61 FEET (CHORD BEARS N83'44'32"E A DISTANCE OF 75,40 FEET); THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY N76'16'22"E A DISTANCE OF 74.36 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 360.00 FEET AND A CENTRAL ANGLE OF 34'35'00" AND A DISTANCE OF 217,29 FEET (CHORD BEARS 586'26'07"E A DISTANCE OF 214.01 FEET); THENCE CONTINUING ALONG SAID SOUTHERLY BOUNDARY S69'08'36"E A DISTANCE OF 182.18 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID SECTION 9; THENCE LEAVING SAID SOUTHERLY BOUNDARY OF RECEPTION NO. 744457 ALONG THE EASTERLY BOUNDARY OF SAID SECTION 9 S00'35'07"E A DISTANCE OF 1,236.60 FEET TO THE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING 37.733 ACRES, MORE OR LESS. NOTES: 1, BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF TRUE NORTH DETERMINED BY GPS OBSERVATIONS YIELDING A BEARING OF N89'40'10"W BETWEEN THE EAST QUARTER CORNER AND THE CENTER -EAST 1/16 CORNER OF SECTION 9, BOTH 3-1/4" BLM ALUMINUM CAPS IN PLACE AS SHOWN HEREON. 2. DATE OF SURVEY; SEPTEMBER 20, 2011. 3. LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET. 4. THIS SURVEY IS BASED ON RECEPTION NO, 778938, RECEPTION NO, 728129, RECEPTION NO. 744456, RECEPTION NO. 744457, RECEPTION NO, 762704, RECEPTION NO, 51362, A LAND SURVEY PLAT PREPARED BY BOOKCLIFF SURVEYING SERVICES DATED JUNE 2, 2004 AND CORNERS FOUND IN PLACE AS SHOWN. THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY STEWART TITLE GUARANTY COMPANY, DATED OCTOBER 30, 2009 (ORDER NUMBER 920906). ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION 5024, 7. CONTOUR INTERVAL EQUALS 2 FOOT. 8. THIS PROPERTY IS SUBJECT TO AN OIL AND GAS LEASE TO BARRETT RESOURCES CORPORATION RECORDED JUNE 30, 1997 IN BOOK 1023 AT PAGE 933 AS RECEPTION NO. 510214, 9. THIS PROPERTY IS SUBJECT TO RESOLUTION NO, 08-37 RECORDED MARCH 12, 2008 AS RECEPTION NO. 744456. 10. THIS PROPERTY IS SUBJECT TO A RIGHT-OF-WAY FOR THE EXISTING PAVED COUNTY ROAD AS SHOWN HEREON, 11. THIS PROPERTY IS SUBJECT TO RIGHT-OF-WAY FOR ALL DITCHES AND CREEKS CROSSING SAID PROPERTY AS SHOWN HEREON. IMPROVEMENT SURVEY STATEMENT I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC. FOR BNS SERVICES, LLC. 1 FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, SEPTEMBER 20, 2011. EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT BY; FRANK W. HARRIN COUNTY SURVEYOR'S CERTIFICATE DEPOSITED THIS DAY OF , 2011, AT M., IN THE GARFIELD COUNTY INDEX FOR INFORMATIONAL LAND SURVEY PLATS UNDER RECEPTION NUMBER BY: GARFIELD COUNTY SURVEYOR DATE: FILING INFORMATION; SECTION 9, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE 6TH P.M. w z go w Ho 0 co 0) Lio 00 N 2 zu z O (3.) o :a0O pw0� �z O 9 U k U IY 0 U1ih CO z 0 U) x U 0 0 • U z � 1�w v z 0 U T 0 2 0 U 0 z w U PROJECT NO. 2111017 0950 'I OF I