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Home My WebLink About1.05 Site Plan (ALTA Survey)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 THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k S u r v ey i ng, Inc. Es t . 2 0 0 7 21054 1 OF 7 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST GARFIELD COUNTY, COLORADO JG JRN 09/23/2022 154 SURVEYOR'S CERTIFICATION: TO: STORIED DEVELOPMENT, LLC., A DELAWARE LIMITED LIABILITY COMPANY, SPRING VALLEY HOLDINGS, LLC., A DELAWARE LIMITED LIABILITY COMPANY AND FIRST AMERICAN TITLE INSURANCE COMPANY. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(A), 6(B), 8, 9, 13, 14, 16, 17, 18 AND 19 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED MAY - SEPTEMBER 2022. DATE OF PLAT OR MAP: SEPTEMBER 23, 2022 BY:____________________________________________ JASON R. NEIL, P.L.S. NO. 37935 FOR AND ON BEHALF OF PEAK SURVEYING, INC. ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO PROPERTY DESCRIPTION THE LAND REFERRED TO HEREIN IS LOCATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO, AND DESCRIBED AS FOLLOWS: PARCEL 1: A PARCEL OF LAND LOCATED IN SECTION 14, 15, 16, 20, 21, 22, 27, 28, 29, 32, 33, AND 34, TOWNSHIP 6 SOUTH, RANGE 88 WEST, SIXTH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 20 BEING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 88°16'08" E 2627.19 FEET ALONG THE NORTH LINE OF SAID SECTION 20 TO THE NORTH QUARTER CORNER OF SAID SECTION 20 BEING A 1-1/2 INCH ALUMINUM CAP (L.S. 16835) FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP (P.E.L.S. 5933), THENCE S 68°15'46" E 2625.91 FEET ALONG THE NORTH LINE OF SAID SECTION 20 TO THE NORTHEAST CORNER OP SAID SECTION 20 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE SAID CORNER ALSO BEING ON THE WEST LINE OF SAID SECTION 16; THENCE N 00°00'14" W 2631.77 FEET ALONG THE WEST LINE OF SAID SECTION 16 TO THE EAST QUARTER CORNER OF SECTION 17, T. 6 S., R. 66 W., 6TH P.M. BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 00°08'04" W 340.70 FEET CONTINUING ALONG THE WEST LINE OP SAID SECTION 16 TO THE WEST QUARTER CORNER OF SAID SECTION 16 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 00°01'47" E. 1047.99 FEET CONTINUING ALONG TEE WEST LINE OF SAID SECTION 16 TO THE SOUTHWEST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 448 AT PAGE 284 IN TEE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE THE FOLLOWING THREE COURSES ALONG DESCRIBED PARCEL DESCRIBED IN BOOK 448 AT PAGE 284: 1. THENCE N 89°16'47" E 334.10 FEET; 2. THENCE N 03°35'47" E 252.06 FEET; 3. THENCE N 00°27'52" W 349.87 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 16; THENCE N 00°01'47" E 977.15 FEET ALONG THE WEST LINE OF SAID SECTION 16 TO THE NORTHEAST CORNER OF SAID SECTION 17 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 00°01'20" W 344.80 FEET CONTINUING ALONG THE WEST LINE OF SAID SECTION 16 TO TEE NORTHWEST CORNER OF SAID SECTION 16 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE, THENCE N 89°57'15" E 2703.26 FEET ALONG THE NORTH LINE OF SAID SECTION 16 TO THE NORTH QUARTER CORNER OF SAID SECTION 16 BEING A 2-1/2 INCH GLO BRASS CAP POUND IN PLACE, THENCE N 89°57'09" E 2637.87 FEET CONTINUING ALONG THE NORTH LINE OF SAID SECTION 16 TO THE NORTHEAST CORNER OF SAID SECTION 16 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 89°58'17" E 2638.56 FEET ALONG TEE NORTH LINE OF SAID SECTION 15 TO THE NORTH QUARTER CORNER OF SAID SECTION 15 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 89°59'36" E 1316.31 FEET CONTINUING ALONG THE NORTH LINE OF SAID SECTION 15 TO THE WEST LINE OF THE NE1/4NE1/4 OF SAID SECTION 15 BEING A 3-INCH ALUMINUM CAP (L.S. 15710) FOUND IN PLACE WHENCE THE NORTHEAST CORNER OF SAID SECTION 15 BEING A 2-1/2 INCH GLO BRAGS CAP FOUND IN PLACE BEARS S 89°59'36" E 1318.31 FEET; THENCE S 00°00'09" E 1312.36 FEET ALONG THE WEST LINE OF THE NE1/4NE1/4 OF SAID SECTION 15, TO THE SOUTHWEST CORNER OF THE NE1/4NE1/4 OF SAID SECTION 15 BEING A 3-INCH ALUMINUM CAP (L.S. 15720) POUND IN PLACE; THENCE N 89°55'46" EAST 1317.67 FEET ALONG THE SOUTH LINE OF THE NE1/4NE1/4 OF SAID SECTION 15 TO THE SOUTHEAST CORNER OF THE NE1/4NE1/4 OF SAID SECTION 15 BEING A 3-INCH ALUMINUM CAP (L.S. 15710) FOUND IN PLACE; THENCE S. 89°58'46" EAST 1320.64 FEET ALONG THE NORTH LINE OF THE SW1/4NW1/4 OF SAID SECTION 14 TO THE NORTHEAST CORNER OF THE SW1/4NW1/4 OF SAID SECTION 14 BEING A 3-INCH ALUMINUM CAP (L.S. 15710) FOUND IN PLACE; THENCE S 00°01'34' W 1312.94 FEET ALONG THE EAST LINE OF THE SW1/4NW1/4 OF SAID SECTION 14 TO THE SOUTHEAST CORNER OF THE SW1/4NW1/4 OF SAID SECTION 14; THENCE S 00°01'19" EAST 1667.58 FEET ALONG THE EAST LINE OF THE W1/2SW1/4 OF SAID SECTION 14; THENCE S 89°58'41" W A DISTANCE OF 1319.21 FEET TO A POINT ON THE EAST LINE OF SECTION 15; THENCE N 00°04'13" W A DISTANCE OF 370.03 FEET ALONG THE EAST LING OF SECTION 15; THENCE N 90°00'00" W A DISTANCE OF 1360.33 FEET; THENCE N 00°00'00" W A DISTANCE OF 940.00 FEET; THENCE N 90°00'00" W A DISTANCE OF 1440.00 FEET; THENCE S 00°00'00" W A DISTANCE OF 150.00 FEET; THENCE S 89°58'11" W A DISTANCE OF 1158.63 FEET TO A POINT ON THE EAST LINE OF THE NW1/4SW1/4 OF SAID SECTION 15; THENCE N 00°01'49" W A DISTANCE OF 501.28 FEET ALONG SAID EAST LINE OF THE NW1/4SW1/4 OF SAID SECTION 15 TO THE NORTHEAST CORNER OF SAID NW1/4SW1/4 OF SECTION 15 BEING A 2 INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 89°51'07" W A DISTANCE OF 1323.59 FEET ALONG THE NORTH LINE OF SAID NW1/4SW1/4 OF SECTION 15 TO THE W1/4 CORNER OF SAID SECTION 15 BEING A 2-1/2 INCH GLO BRASS CAP; THENCE S 00°05'16" W A DISTANCE OF 1535.19 FEET ALONG THE WEST LING OF SAID SECTION 15 TO THE SOUTHWEST CORNER OF SAID NW1/4SW1/4 OF SECTION 15 BEING A 2 INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 89°51'32" E 856.76 FEET ALONG THE SOUTH LINE SAID NW1/4SW1/4 OF SECTION 15; THENCE S 00°00'00" W A DISTANCE OF 700.00 FEET; THENCE N 60°11'19" E A DISTANCE OF 1740.00 FEET; THENCE S 44°04'32" E A DISTANCE OF 720.00 FEET; THENCE S 59°25'06" E A DISTANCE OF 380.00 FEET; THENCE S 04'18'14" W A DISTANCE OF 1705.77 FEET; THENCE S 52°00'40" W A DISTANCE OF 570.00 FEET; THENCE S 32°36'07" E A DISTANCE OF 720.00 FEET; THENCE N 55°19'58" E A DISTANCE OF 662.28 FEET; THENCE S 34°57'59" E A DISTANCE OF 1160.00 FEET; THENCE S 61°02'11" W A DISTANCE OF 1510.00 FEET; THENCE S 49°17'33" W A DISTANCE OF 440.21 FEET; THENCE S 67°46'01" W A DISTANCE OF 2056.57 FEET; THENCE S 33°43'34" E A DISTANCE OF 2585.68 FEET; THENCE S 57°12'11" E A DISTANCE OF 1507.60 FEET; THENCE S 25°57'07" E A DISTANCE OF 1863.71 FEET; THENCE S 08°45'36" E A DISTANCE OF 1546.11 FEET; THENCE S 00°45'01" W A DISTANCE OF 425.99 FEET; THENCE N 89°14'59" W A DISTANCE OF 2048.85 FEET ALONG THE SOUTH LINE OF SAID SECTION 27 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 89°17'11" W 1319.72 FEET ALONG THE NORTH LINE OF SAID SECTION 34 TO THE NE CORNER W1/2NW1 4 OF SAID SECTION 34 WHENCE THE NORTHWEST CORNER OF SAID SECTION 34 BEARS N 89°17'11" W 1319.72 FEET; THENCE S 00°05'58" E 2466.04 FEET ALONG THE EAST LINE OF THE W1/2NW1/4 OF SAID SECTION 34 TO THE SOUTHEAST CORNER OF THE W1/2NW1/4 OF SAID SECTION 34; THENCE S 89°51'39" W 1389.27 FEET ALONG THE SOUTH LINE OF THE W1/2NW1/4 OF SAID SECTION 34 TO THE WEST QUARTER CORNER OF SAID SECTION 34 BEING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE N 88°27'45" W 2511.99 FEET ALONG THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 33 TO THE CENTER QUARTER OF SAID SECTION 33 BEING A 3 INCH ALUMINUM CAP (COUNTY SURVEYOR) FOUND IN PLACE; THENCE N 88°27'28" W 1092.52 FEET ALONG THE SOUTH LINE OF LOT 6 OF SAID SECTION 33 TO THE SOUTHWEST CORNER OF SAID LOT 6; THENCE N 00°19'52" E 821.58 FEET ALONG THE WEST LINE OF SAID LOT 6 TO THE SOUTHEAST CORNER OF LOT 5 OF SAID SECTION 33; THENCE N 88°29'25" W 1065.30 FEET ALONG THE SOUTH LINE OF SAID LOT 5 TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 119; THENCE THE FOLLOWING SEVENTEEN (17) COURSES ALONG THE NORTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 119: 1. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET, AND A CENTRAL ANGLE OF 40°11'43" FOR A DISTANCE ALONG THE CURVE OF 133.29 FEET; THE CHORD OF SAID CURVE BEARS N 69°42'36" W A DISTANCE OF 130.58 FEET; 2. THENCE N 89°48'27" W 335.07 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 33 WHENCE THE NORTHWEST CORNER OF SAID SECTION 33 BEING A 3-INCH COUNTY SURVEYOR'S ALUMINUM CAP FOUND IN PLACE BEARS N 01°14'21" E 1729.72 FEET; 3. THENCE N 89°48'27" W 746.63 FEET 4. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 9975.00 FEET, AND A CENTRAL ANGLE OF 01'23'23" FOR A DISTANCE ALONG THE CURVE OF 241.95 FEET; THE CHORD OF SAID CURVE BEARS N 89°06'46" W A DISTANCE OF 241.94 FEET; 5. THENCE N 88°25'04" W 886.82 FEET; 6. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 30.00 FEET, AND A CENTRAL ANGLE OF 101°43'17" FOR A DISTANCE ALONG THE CURVE OF 53.26 FEET; THE CHORD OF SAID CURVE BEARS N 37°33'26" W A DISTANCE OF 46.54 FEET; 7. THENCE N 13°18'13" E 1531.48 FEET; 8. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 715.00 FEET, AND A CENTRAL ANGLE OF 15°55'12" FOR A DISTANCE ALONG THE CURVE OF 198.67 FEET; THE CHORD OF SAID CURVE BEARS N 05°20'37" E A DISTANCE OF 198.03 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 29 WHENCE THE SOUTHEAST CORNER OF SAID SECTION 29 BEARS S 89°03'23" E 1570.16 FEET; 9. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 715.00 FEET, AND A CENTRAL ANGLE OF 29°05'27" FOR A DISTANCE ALONG THE CURVE OF 363.03 FEET; THE CHORD OF SAID CURVE BEARS N 17°09'43" W A DISTANCE OF 359.14 FEET; 10. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1853.11 FEET, AND A CENTRAL ANGLE OF 14°56'46" FOR A DISTANCE ALONG THE CURVE OF 483.40 FEET; THE CHORD OF SAID CURVE BEARS N 39°10'49" W A DISTANCE OF 482.03 FEET; 11. THENCE N 46°39'12" W 512.11 FEET; 12. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 544.29 FEET, AND A CENTRAL ANGLE OF 29°19'12" FOR A DISTANCE ALONG THE CURVE OF 278.53 FEET; THE CHORD OF SAID CURVE BEARS N 61°18'49" W A DISTANCE OF 275.50 FEET; 13. THENCE N 75°55'25" W 274.72 FEET; 14. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 777.56 FEET, AND A CENTRAL ANGLE OF 10°01'45" FOR A DISTANCE ALONG THE CURVE OF 136.11 FEET; THE CHORD OF SAID CURVE BEARS N 70°57'32" W A DISTANCE OF 135.93 FEET; 15. THENCE N 65°56'40" W 288.79 FEET; 16. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 934.49 FEET, AND A CENTRAL ANGLE OF 12°43'09" FOR A DISTANCE ALONG THE CURVE OF 207.45 FEET; THE CHORD OF SAID CURVE BEARS N 59°35'05" W A DISTANCE OF 207.03 FEET; 17. THENCE N 53°13'30" W 363.38 FEET TO A POINT ON THE WEST LINE OF LOT 26 OF SAID SECTION 29; THENCE N 00°30'27" E 619.90 FEET ALONG THE WEST LING OF SAID LOT 26 TO THE NORTHWEST CORNER OF SAID LOT 26, THENCE N 90°00'00" W 65.41 FEET TO A FENCE POST WITH A PK-NAIL IN THE TOP AND ACCEPTED AS THE SOUTHWEST CORNER OF LOT 20 OF SAID SECTION 29; THENCE N 00'34'26" E 2165.03 FEET ALONG THE ACCEPTED WEST LINE OF LOTS 20, 16, AND 8 OF SAID SECTION 29 TO A RED PLASTIC CAP (P.L.S. 27929); THENCE N 00°33'35" E 431.30 FEET TO THE SOUTHWEST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 527 AT PAGE 951 IN THE OFFICE OF TEE GARFIELD COUNTY CLERK AND RECORDER; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 527 AT PAGE 951 S 89°32'20" E 431.36 FEET; THENCE THE FOLLOWING TWO COURSES ALONG THE SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 872 AT PAGE 768 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER: 1. THENCE S 50°51'48" E 497.50 FEET; 2. THENCE S 57°58'21" E 57.39 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 915 AT PAGE 112 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE S 57°58'21" E 305.00 FEET ALONG THE SOUTHERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 915 AT PACE 112; THENCE S 33°33'03" E 149.53 FEET ALONG THE SOUTHWESTERLY BOUNDARY OP A PARCEL OF LAND DESCRIBED IN BOOK 621 AT PAGE 219 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE S 81°36'23" E 133.95 FEET ALONG THE SOUTHERLY BOUNDARIES OF PARCELS OF LAND DESCRIBED IN BOOK 621 AT PAGE 219 AND BOOK 965 AT PAGE 509 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER TO A POINT ON THE BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 965 AT PAGE 509; THENCE THE FOLLOWING THREE COURSES ALONG THE SOUTHEASTERLY BOUNDARY OF SAID PARCEL DESCRIBED IN BOOK 965 AT PAGE 509: 1. THENCE S 81°42'23" E 302.25 FEET; 2. THENCE N 05°12'20" E 149.94 FEET; 3. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 55.23 FEET, AND A CENTRAL ANGLE OF 40°33'24" FOR A DISTANCE ALONG THE CURVE OF 39.09 FEET; THE CHORD OF SAID CURVE BEARS N 25°28'41" E A DISTANCE OF 38.28 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 808 AT PAGE 803 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE THE FOLLOWING THREE COURSES ALONG THE EASTERLY BOUNDARY OF SAID PARCEL DESCRIBED IN BOOK 808 AT PAGE 803: 1. THENCE S 81°42'37" E 123.19 FEET; 2. THENCE N 21°00'23" W 820.84 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 20 WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 20 BEING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP (P.E.L.S. 5933) BEARS N 88°32'13" W 248.98 FEET; 3. THENCE N 21°00'23" W 137.24 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 115; THENCE THE FOLLOWING TWO COURSES ALONG THE NORTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 115: 1. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 5288.82 FEET, AND A CENTRAL ANGLE OF 02°43'04" FOR A DISTANCE ALONG THE CURVE OF 250.07 FEET; THE CHORD OF SAID CURVE BEARS N 73°59'48" W A DISTANCE OF 250.84 FEET; 2. THENCE N 72°38'16" W 1244.87 FEET TO A POINT ON THE ACCEPTED EAST LINE OF LOT 4 OF SAID SECTION 20 WHENCE THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED UNDER RECEPTION NUMBER 467225 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER BEING A RED PLASTIC CAP (P.L.S. 27613) FOUND IN PLACE AND ACCEPTED AS A POINT ON THE EAST LINE OF SAID LOT 4 BEARS S 01°51'02" W 9.41 FEET; THENCE N 01°51'02" E 490.79 FEET ALONG THE ACCEPTED EAST LINE OF SAID LOT 4 TO THE NORTHEAST CORNER OF SAID LOT 4 BEING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE N 88°18'52" W 1429.59 FEET ALONG THE NORTH LINE OF SAID LOT 4 AND LOT 3 OF SAID SECTION 20 TO THE NORTHWEST CORNER OF SAID LOT 3 WHENCE THE SOUTHWEST CORNER OF SAID LOT 20 BEING A 2-1/2 INCH ALUMINUM CAP (P.L.S. 27929) FOUND IN PLACE BEARS S 00°06'31" E 1008.11 FEET; THENCE N 00°06'31" W 1630.93 FEET ALONG THE WEST LINE OF SAID SECTION 20 TO THE WEST QUARTER CORNER OF SAID SECTION 20 BEING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE N 00°04'12" E 2632.88 FEET ALONG THE WEST LINE OF SAID SECTION 20 TO THE NORTHWEST CORNER OF SAID SECTION 20 BEING THE POINT OF BEGINNING. EXCEPTING THEREFROM 1 THE FOLLOWING FOUR PARCELS: 1)MIDDLE EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE WEST HALF OF SECTION 29 AND NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 6 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, SAID PARCEL BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF SAID SECTION 29 WHENCE THE NORTHEAST CORNER OF SECTION 29 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS N 01°09'28" E 1250.72 FEET; THENCE S 01°09'28" W 346.32 FEET ALONG THE EAST LINE OF SAID SECTION 29 TO A POINT ON THE NORTHERLY LINE OF A PARCEL OF LAND DESCRIBED IN BOOK 495 AT PAGE 596 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER, WHENCE THE WEST QUARTER CORNER OF SAID SECTION 28 BEING A 3 INCH ALUMINUM CAP (COUNTY SURVEYOR) BEARS S 01°09'28" E 987.24 FEET; THENCE S 68°09'03" E 557.11 FEET ALONG THE NORTHERLY LINE OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495 AT PAGE 596 TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD 115; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 826.12 FEET, AND A CENTRAL ANGLE OF 17°50'11" FOR A DISTANCE ALONG THE CURVE OF 257.17 FEET; THE CHORD OF SAID CURVE BEARS S 64°07'06" E A DISTANCE OF 256.14 FEET ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 115; THENCE S 73°02'14" E 43.18 FEET CONTINUING ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD 115 TO A POINT IN THE EASTERLY LINE OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495 AT PAGE 596; THENCE S 00°01'52" W 114.31 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495 AT PAGE 596 TO THE SOUTHEAST CORNER OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495 AT PAGE 596; THENCE THE FOLLOWING FOUR COURSES ALONG THE SOUTHERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495 AT PAGE 596; 1. THENCE N 89°56'06" W 327.05 FEET; 2. THENCE S 54°10'41" W 185.54 FEET; 3. THENCE N 42°16'19" W 154.20 FEET; 4. THENCE S 59°30'35" W 216.33 FEET TO A POINT ON THE BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 988 AT PAGE 802 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE THE FOLLOWING SIX COURSES AROUND THE EASTERLY, NORTHERLY, AND SOUTHERLY BOUNDARIES OF SAID PARCEL OF LAND DESCRIBED IN BOOK 988 AT PAGE 802: 1. THENCE S 13°45'40" E 111.74 FEET; 2. THENCE S 89°58'06" E 101.60 FEET; 3. THENCE S 00°01'52" W 69.06 FEET; 4. THENCE S 88°48'28" E 25.57 FEET; 5. THENCE S 00°37'24" E 148.37 FEET; 6. THENCE S 14°45'31" E 57.78 FEET; THENCE S 58°03'40" W 625.36 FEET ALONG THE SOUTHERLY BOUNDARIES OF PARCELS OF LAND DESCRIBED IN BOOK 988 AT PAGE 802 AND BOOK 736 AT PAGE 345 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 736 AT PAGE 345; THENCE ALONG THE SOUTHERLY AND WESTERLY BOUNDARIES OF SAID PARCEL OF LAND DESCRIBED IN BOOK 736 AT PAGE 345 THE FIVE (5) COURSES: 1. THENCE N 75°53'28" W 35.87 FEET; 2. THENCE N 66°59'35" W 380.19 FEET; 3. THENCE N 50°53'55" W 27.02 FEET; 4. THENCE N 25°54'08" W 19.09 FEET; 5. THENCE N 05°06'09" W 580.16 FEET; TO A POINT ON THE WESTERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 886 AT PAGE 329 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE ALONG THE WESTERLY AND NORTHERLY BOUNDARIES OF SAID PARCEL OF AND DESCRIBED IN BOOK 886 AT PAGE 329 THE FOLLOWING (3) COURSES: 1. THENCE N 05°36'42" W 538.91 FEET; 2. THENCE N 04°18'35" W 374.95 FEET; 3. THENCE N 82°52'22" E 323.76 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID GARFIELD COUNTY ROAD 115; THENCE ALONG THE SAID RIGHT-OF-WAY LINE THE FOLLOWING THREE (3) COURSES: 1. THENCE ALONG THE ARC OF A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 993.47 FEET, AND A CENTRAL ANGLE OF 03°01'08" FOR A DISTANCE ALONG THE CURVE OF 52.35 FEET; THE CHORD OF WHICH BEARS S 34°41'10" E A DISTANCE OF 52.34 FEET; 2. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 480.00 FEET, AND A CENTRAL ANGLE OF 36°06'40" FOR A DISTANCE ALONG THE CURVE OF 302.52 FEET) THE CHORD OF SAID CURVE BEARS S 54°15'04 E A DISTANCE OF 297.54 FEET; 3. THENCE S 72°18'24" E 273.90 FEET TO THE POINT OF BEGINNING. PROPERTY DESCRIPTION CONTINUED 2) EAST EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 28, TOWNSHIP 6 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SECTION 28 BEING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE N 88°33'15" W 1084.24 FEET ALONG THE SOUTH LINE OF SECTION 28 TO A POINT ON THE WESTERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 938, PAGE 691 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; WHENCE THE SOUTHWEST CORNER OF SECTION 28 BEING A 3-INCH COUNTY SURVEYOR ALUMINUM CAP FOUND IN PLACE BEARS S 88°33'15" E 1495.74 FEET; THENCE N 01°00'28" E 2568.63 FEET ALONG THE WESTERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 938 AT PAGE 691 TO A POINT ON THE WESTERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 638 AT PAGE 941 IN TEE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE N 01°01'12" E 691.65 FEET ALONG THE WESTERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 638 AT 941 TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID GARFIELD COUNTY ROAD 115; THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD 115 THE FOLLOWING SEVEN (7) COURSES: 1. ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 594.56 FEET, AND A CENTRAL ANGLE OF 41°58'28" FOR A DISTANCE ALONG THE CURVE OF 435.57 FEET; THE CHORD OF SAID CURVE BEARS S 43°10'12" E A DISTANCE OF 425.90 FEET; 2. THENCE S 22°10'58" E 307.62 FEET; 3. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1421.75 FEET, AND A CENTRAL ANGLE OF 15°49'57" FOR A DISTANCE ALONG THE CURVE OF 392.87 FEET; THE CHORD OF SAID CURVE BEARS S 30°05'57" E A DISTANCE OF 391.63 FEET; 4. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 370.00 FEET, AND A CENTRAL ANGLE OF 32°43'14" FOR A DISTANCE ALONG THE CURVE OF 211.30 FEET; THE CHORD OF SAID CURVE BEARS S 21°39'19" E A DISTANCE OF 208.44 FEET; 5. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2437.42 FEET, AND A CENTRAL ANGLE OF 28°42'24" FOR A DISTANCE ALONG THE CURVE OF 1221.22 FEET; THE CHORD OF SAID CURVE BEARS S 19°38'54" E A DISTANCE OF 1208.48. FEET; 6. THENCE S 34°00'06" E 1152.91 FEET; 7. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 430.00 FEET, AND A CENTRAL ANGLE OF 23°03'17" FOR A DISTANCE ALONG THE CURVE OF 173.02 FEET; THE CHORD OF SAID CURVE BEARS S 45°31'45" E A DISTANCE OF 171.86 FEET TO A POINT ON THE SOUTH LINE OF SECTION 28; WHENCE THE SOUTHEAST CORNER OF SECTION 28 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS S 86°11'17" E 1745.44 FEET; THENCE N 86°11'17" W 829.99 FEET ALONG THE SOUTH LINE OF SECTION 28 TO THE POINT OF BEGINNING. 3) GARFIELD COUNTY ROAD 115 EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTIONS 20, 29, 28, 33, AND 34, TOWNSHIP 6 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, SAID PARCEL BEING A 60 FOOT WIDE RIGHT-OF-WAY EXTENDING THIRTY FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE FOR GARFIELD COUNTY ROAD 115, SAID CENTERLINE BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT A POINT FROM WHENCE THE SOUTHWEST CORNER OF SAID SECTION 20 BEARS S 89°59'26" W A DISTANCE OF 2853.70 FEET, SAID SECTION CORNER BEING A 2-1/2 INCH ALUMINUM CAP FOUND IN PLACE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 5318.82 FEET, AND A CENTRAL ANGLE OF 04°16'52" FOR A DISTANCE ALONG THE CURVE OF 397.42 FEET; THE CHORD OF SAID CURVE BEARS S 77°43'40" E A DISTANCE OF 397.32 FEET, THENCE S 79°52'05" E 121.04 FEET TO A POINT ALONG THE SECTION LINE COMMON TO SAID SECTIONS 20 AND 29 FROM WHENCE THE QUARTER CORNER COMMON TO SAID SECTIONS 20 AND 29 BEING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP BEARS N 88°32'13" W 720.55 FEET; THENCE S 79°52'05" E 331.86 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 900.00 FEET, AND A CENTRAL ANGLE OF 20°29'08" FOR A DISTANCE ALONG THE CURVE OF 321.79 FEET THE CHORD OF SAID CURVE BEARS S 69°37'31" E A DISTANCE OF 320.08 FEET; THENCE S 59°22'57" E 217.30 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1081.34 FEET, AND A CENTRAL ANGLE OF 35°38'00" FOR A DISTANCE ALONG THE CURVE OF 672.50 FEET, THE CHORD OF SAID CURVE BEARS S 41°33'57" E A DISTANCE OF 661.72 FEET; THENCE S 23°44'57" E 73.66 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 963.47 FEET, AND A CENTRAL ANGLE OF 12°26'47" FOR A DISTANCE ALONG THE CURVE OF 209.29 FEET; THE CHORD OF SAID CURVE BEARS S 29°56'21" E A DISTANCE OF 208.88 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING RADIUS OF 450.00 FEET, AND A CENTRAL ANGLE OF 36°04'40" FOR A DISTANCE ALONG THE CURVE OF 283.62 FEET; THE CHORD OF SAID CURVE BEARS S 54°15'04" E A DISTANCE OF 278.95 FEET; THENCE S 72°18'24" E 264.99 FEET TO A POINT ALONG THE SECTION LINE COMMON TO SAID SECTIONS 28 AND 29 FROM WHENCE THE NORTHEAST CORNER OF SAID SECTION 29 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS N 01°09'28" E 1219.42 FEET; THENCE S 72°18'24" E 167.61 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 377.41 FEET, AND A CENTRAL ANGLE OF 25°33'14" FOR A DISTANCE ALONG THE CURVE OF 168.32 FEET; THE CHORD OF SAID CURVE BEARS S 59°31'47" E A DISTANCE OF 166.93 FEET, THENCE S 46°45'10" E 235.64 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 796.12 FEET, AND A CENTRAL ANGLE OF 26°17'03" FOR A DISTANCE ALONG THE CURVE OF 365.22 FEET, THE CHORD OF SAID CURVE BEARS S 59°53'42" E A DISTANCE OF 362.02 FEET, THENCE S 73°02'14" E 636.67 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 624.56 FEET, AND A CENTRAL ANGLE 50°51'15" FOR A DISTANCE ALONG THE CURVE OF 554.35 FEET, THE CHORD OF SAID CURVE BEARS S 47°36'36" E A DISTANCE OF 536.33 FEET, THENCE S 22°10'58" E 307.62 FEET, THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1391.75 FEET, AND A CENTRAL ANGLE OF 15°49'57" FOR A DISTANCE ALONG THE CURVE OF 384.58 FEET, THE CHORD OF SAID CURVE BEARS S 30°05'57" E A DISTANCE OF 383.36 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 400.00 FEET, AND A CENTRAL ANGLE OF 32°43'14" FOR A DISTANCE ALONG THE CURVE OF 225.34 FEET, THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2407.42 FEET, AND A CENTRAL ANGLE OF 28°42'24" FOR A DISTANCE ALONG THE CURVE OF 1206.18 FEET; THE CHORD OF SAID CURVE BEARS S 19°38'54" E A DISTANCE OF 1193.61 FEET; THENCE S 34°00'06" E 1152.91 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 400.00 FEET, AND A CENTRAL ANGLE OF 25°53'11" FOR A DISTANCE ALONG THE CURVE OF 180.72 FEET; THE CHORD OF SAID CURVE BEARS S 46°56'42" E A DISTANCE OF 179.19 FEET; THENCE S 5953'17" E 38.40 FEET TO A POINT ALONG THE SECTION LINE COMMON TO SAID SECTIONS 28 AND 33 FROM WHENCE THE QUARTER CORNER COMMON TO SAID SECTIONS 28 AND 33 BEING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP BEARS N 86°11'17" W 896.52 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 779.79 FEET, AND A CENTRAL ANGLE OF 35°42'49" FOR A DISTANCE ALONG THE CURVE OF 486.06 FEET; THE CHORD OF SAID CURVE BEARS S 42°01'52" E A DISTANCE OF 478.23 FEET; THENCE S 24°10'27" E 644.62 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 882.82 FEET, AND A CENTRAL ANGLE OF 26°58'38" FOR A DISTANCE ALONG THE CURVE OF 415.67 FEET, THE CHORD OF SAID CURVE BEARS S 10°42'09" E A DISTANCE OF 411.84 FEET; THENCE S 02°48'10" W 238.01 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 729.53 FEET, AND A CENTRAL ANGLE OF 37°41'54" FOR A DISTANCE ALONG THE CURVE OF 480.00 FEET, THE CHORD OF SAID CURVE BEARS S 16°02'47" E A DISTANCE OF 471.39 FEET, THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET, AND A CENTRAL ANGLE OF 53°37'43" FOR A DISTANCE ALONG THE CURVE OF 187.20 FEET, THE CHORD OF SAID CURVE BEARS S 61°42'35" E A DISTANCE OF 180.44 FEET, THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2171.07 FEET, AND A CENTRAL ANGLE OF 08°19'31" FOR A DISTANCE ALONG THE CURVE OF 315.47 FEET, THE CHORD OF SAID CURVE BEARS N 87°18'48" E A DISTANCE OF 315.19 FEET TO A POINT ALONG THE SECTION LINE COMMON TO SAID SECTIONS 33 AND 34 FROM WHENCE THE NORTHEAST CORNER OF SAID SECTION 33 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS N 01°30'32" E 2209.86 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2171.07 FEET, AND A CENTRAL ANGLE OF 15°20'11" FOR A DISTANCE ALONG THE CURVE OF 581.13 FEET; THE CHORD OP SAID CURVE BEARS N 75°28'57" E A DISTANCE OF 579.40 FEET, THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 280.00 FEET, AND A CENTRAL ANGLE OF 55°26'50" FOR A DISTANCE ALONG THE CURVE OF 270.97 FEET; THE CHORD OF SAID CURVE BEARS S 84°27'44" E A DISTANCE OF 260.52 FEET; THENCE S 56°44'19" E 393.81 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 669.07 FEET, AND A CENTRAL ANGLE OF 21°39'21" FOR A DISTANCE ALONG THE CURVE OF 252.89 FEET, THE CHORD OF SAID CURVE BEARS S 67°34'00" E A DISTANCE OF 251.38 FEET FROM WHENCE THE SAID NORTHEAST CORNER OF SECTION 33 BEARS N 28°52'13" W 2741.66 FEET; SUCH PARCEL BEING A 60 FOOT RIGHT-OF-WAY (30 FEET ON EACH SIDE OF THE ABOVE DESCRIBED CENTERLINE). THE RIGHT-OF-WAY LINES OF SAID RIGHT-OF-WAY SHALL BE PROLONGED OR SHORTENED TO BEGIN AND END ON AND CONFORM TO THE PROPERTY BOUNDARY LINES. 4) GARFIELD COUNTY ROAD 114 EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 5 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, SAID PARCEL BEING THE RIGHT-OF-WAY FOR GARFIELD COUNTY ROAD 114 AND THE INTERSECTION OF GARFIELD COUNTY ROAD 114 WITH GARFIELD COUNTY ROAD 115, SAID PARCEL BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERN LINE OF THE NORTHEAST QUARTER OF SAID SECTION 33 WHENCE THE EAST QUARTER CORNER OF SAID SECTION 33 BRING A STONE MONUMENT FOUND IN PLACE AND RE-MONUMENTED WITH A 2-INCH ALUMINUM CAP BEARS S 88°27'45" E 551.40 FEET SAID POINT ALSO BEING A POINT ON THE EASTERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 114; THENCE N 88°27'45" W 77.11 FEET ALONG SAID SOUTHERN LINE OF TEE NORTHEAST QUARTER TO A POINT ON THE WESTERLY BOUNDARY OF SAID COUNTY ROAD 114, WHENCE THE CENTER QUARTER FOR SAID SECTION 33 BEING A 2-1/2 INCH ALUMINUM CAP FOUND IN PLACE BEARS N 88°27'45" W 1883.48; THENCE THE FOLLOWING TWO COURSES ALONG THE WESTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 114: 1. N 40°27'03" E 99.05 FEET; 2. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 270.00 FEET, AND A CENTRAL ANGLE OF 69°20'35" FOR A DISTANCE ALONG THE CURVE OF 326.77 FEET; THE CHORD OF SAID CURVE BEARS N 05°46'46" E A DISTANCE OF 307.19 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 115; THENCE THE FOLLOWING THREE COURSES ALONG THE SOUTHERN RIGHT-OF-WAY OF COUNTY ROAD 115: 1. ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 759.53 FEET, AND A CENTRAL ANGLE OF 06°00'12" FOR A DISTANCE ALONG THE CURVE OF 79.58 FEET, THE CHORD OF SAID CURVE BEARS S 31°53'38" E A DISTANCE OF 79.55 FEET; 2. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 230.00 FEET, AND A CENTRAL ANGLE OF 53°37'43" FOR A DISTANCE ALONG THE CURVE OF 215.28 FEET; THE CHORD OF SAID CURVE BEARS S 61°42'35" E A DISTANCE OF 207.51 FEET; 3. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2201.07 FEET, AND A CENTRAL ANGLE OF 03°41'58" FOR A DISTANCE ALONG THE CURVE OF 142.12 FEET, THE CHORD OF SAID CURVE BEARS N 89°37'34" E A DISTANCE OF 142.09 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 114; THENCE THE FOLLOWING TWO COURSES ALONG THE EASTERLY RIGHT-OF-WAY OF COUNTY ROAD 114: 1. ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 470.00 FEET, AND A CENTRAL ANGLE OF 47°19'32" FOR A DISTANCE ALONG THE CURVE OF 388.21 FEET, THE CHORD OF SAID CURVE BEARS S 64°06'49" W A DISTANCE OF 377.27 FEET; 2. THENCE S 40°27'03" N 70.18 FEET TO THE POINT OP BEGINNING. THE RIGHT-OF-WAY LINES OF SAID RIGHT-OF-WAY SHALL BE PROLONGED OR SHORTENED TO BEGIN AND END ON AND CONFORM TO THE PROPERTY BOUNDARY LINES. PROPERTY DESCRIPTION CONTINUED PARCEL 2: A PARCEL OF LAND LOCATED IN SECTIONS 14, 15, 22, 23, 26 AND 27, TOWNSHIP 6 SOUTH, RANGE 88 WEST, SIXTH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 26 BEING A 2-1/2 INCH UNITED STATES GENERAL LAND OFFICE (GLO) BRASS CAP FOUND IN PLACE WHENCE THE NORTHWEST CORNER OF SECTION 20, TOWNSHIP 6 SOUTH, RANGE 88 WEST, SIXTH PRINCIPAL MERIDIAN BEARS N 55°02'21" W A DISTANCE OF 19,017.18 FEET; THENCE N 89°14'59" W 598.59 FEET ALONG THE SOUTH LINE OF SAID SECTION 27; THENCE N 00°48'01" E A DISTANCE OF 425.99 FEET; THENCE N 08°45'36" W A DISTANCE OF 1546.11 FEET; THENCE N 25°57'07" W A DISTANCE OF 1863.71 FEET; THENCE N 57°12'11" W A DISTANCE OF 1507.60 FEET; THENCE N 33°43'34" W A DISTANCE OF 2585.68 FEET; THENCE N 67°46'01" E A DISTANCE OR 2056.57 FEET; THENCE N 49°17'33" E A DISTANCE OF 440.21 FEET; THENCE N 61°02'11" E A DISTANCE OF 1510.00 FEET; THENCE N 34°57'59" W A DISTANCE OF 1160.00 FEET; THENCE S 55°19'58" W A DISTANCE OF 662.28 FEET; THENCE N 32°36'07" W A DISTANCE OF 720.00 FEET; THENCE N 52°00'40" E A DISTANCE OF 570.00 FEET; THENCE N 04°18'14" E A DISTANCE OF 1705.77 FEET; THENCE N 55°25'06" N A DISTANCE OF 380.00 FEET; THENCE N 44°04'32" W A DISTANCE OF 720.00 FEET; THENCE S 60°11'19" W A DISTANCE OF 1740.00 FEET; THENCE N 00°00'00" E A DISTANCE OF 700.00 FEET TO A POINT ON THE SOUTH LINE OF THE NW1/4SW1/4 OF SAID SECTION 15; THENCE N 89°58'25" E A DISTANCE OF 470.00 FEET; ALONG THE SOUTH LINE OF THE NW1/4SW1/4 OF SAID SECTION 15 TO THE SOUTHEAST CORNER OF THE NW1/4SW1/4; THENCE N 00°01'49" W A DISTANCE OF 1039.21 FEET; ALONG THE EAST LINE OF THE NW1/4SW1/4 OF SAID SECTION 15; THENCE N 89°58'11" E A DISTANCE OF 1158.63 FEET; THENCE N 00°00'00" E A DISTANCE OF 150.00 FEET; THENCE S 90°00'00" E A DISTANCE OF 1440.00 FEET; THENCE S 00°00'00" W A DISTANCE OF 940.00 FEET; THENCE S 90°00'00" E A DISTANCE OF 1360.33 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 15; THENCE S 00°04'13" E A DISTANCE OF 370.03 FEET ALONG THE EAST LINE OF SAID SECTION 15; THENCE N 89°58'41" E A DISTANCE OF 1319.22 FEET TO A POINT ON THE EAST LINE OF THE W1/2SW1/4 OF SAID SECTION 14; THENCE S 00°01'19" E 980.00 FEET ALONG THE EAST LINE OF THE W1/2SW1/4 OF SAID SECTION 14 TO THE SOUTHEAST CORNER OF THE W1/2SW1/4 OF SAID SECTION 14; THENCE S 89°59'40" E 1318.39 FEET ALONG THE NORTH LINE OF SAID SECTION 23 TO THE NORTH QUARTER CORNER OF SAID SECTION 23 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 00°05'23" E 5277.46 FEET ALONG THE EAST LINE OF W1/2 OF SAID SECTION 23 TO THE SOUTH QUARTER CORNER OF SAID SECTION 23 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 00°00'49" W 5529.94 FEET ALONG THE EAST LINE OF THE W1/2 OF SAID SECTION 26 TO THE SOUTH QUARTER CORNER OF SAID SECTION 26 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 84°59'30" W 31.37 FEET ALONG THE SOUTH LINE OF SAID SECTION 26 TO THE NORTH QUARTER CORNER OF SECTION 35, T. 6 S., R. 86 W., 6TH P.M., BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 84°41'15" W 1292.34 FEET ALONG THE SOUTH LINE OF SAID SECTION 26 TO THE SOUTHEAST CORNER OF GLO LOT 14 OF SAID SECTION 26; THENCE N 00°21'37" E 372.49 FEET ALONG THE EAST LINE OF SAID LOT 14, TO THE NORTHEAST CORNER OF SAID LOT 14; THENCE N 89°53'31" W 1611.72 FEET ALONG THE NORTH LINE OF SAID LOT 14 TO THE NORTHWEST CORNER OF SAID LOT 14; THENCE S 00°00'14" W 525.17 FEET ALONG THE WEST LINE OF SAID LOT 14 TO THE SOUTHWEST CORNER OF SAID SECTION 16, BEING THE POINT OF BEGINNING. PARCEL 3: A PARCEL OF LAND WITHIN SECTION 33, TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN AND BEING FURTHER DESCRIBED AS: COMMENCING AT THE TRUE POINT OF BEGINNING, WHENCE THE CENTER OF SECTION 33, BEING A 2-1/2-INCH ALUMINUM CAP, BEARS N 88°27'45" W A DISTANCE OF 123.09 FEET; THENCE N 00°00'00" E A DISTANCE OF 1398.31 FEET; THENCE S 90°00'00" E A DISTANCE OF 942.50 FEET; THENCE S 00°04'09" E A DISTANCE OF 680.56 FEET; THENCE S 34°36'11" E A DISTANCE OF 919.80 FEET TO A POINT ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 33; THENCE N 88°27'45" W A DISTANCE OF 333.30 FEET ALONG THE SAID SOUTH LINE TO THE CENTER EAST SIXTEENTH CORNER OF SAID SECTION 33 BEING A 2-1/2-INCH ALUMINUM CAP; THENCE N 88°27'45" W A DISTANCE OF 1132.90 FEET ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST OF SAID SECTION 33 TO THE POINT OF BEGINNING. SAID PARCELS 1, 2 AND 3 BEING ALSO DESCRIBED AS: A PARCEL OF LAND LOCATED IN SECTIONS 14, 15, 16, 20, 21, 22, 23, 26, 27, 28, 29, 32, 33, AND 34, TOWNSHIP 6 SOUTH, RANGE 88 WEST, SIXTH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 20 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 88°16'08" E 2627.19 FEET ALONG THE NORTH LINE OF SAID SECTION 20 TO THE NORTH QUARTER CORNER OF SAID SECTION 20 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 88°15'48" E 2625.91 FEET ALONG THE NORTH LINE OF SAID SECTION 20 TO THE NORTHEAST CORNER OF SAID SECTION 20 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE SAID CORNER ALSO BEING ON THE WEST LINE OF SAID SECTION 16; THENCE N 00°00'14" W 2631.77 FEET ALONG THE WEST LINE OF SAID SECTION 16 TO THE EAST QUARTER CORNER OF SECTION 17, T. 6 S., R. 88 W., 6TH P.M. BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 00°08'04" W 340.70 FEET CONTINUING ALONG THE WEST LINE OF SAID SECTION 16 TO THE WEST QUARTER CORNER OF SAID SECTION 16 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 00°01'47" E 1047.99 FEET CONTINUING ALONG THE WEST LINE OF SAID SECTION 16 TO THE SOUTHWEST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 795, PAGE 980 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE THE FOLLOWING THREE COURSES ALONG THE BOUNDARY OF SAID PARCEL DESCRIBED IN BOOK 795, PAGE 980: THENCE N 89°16'47" E 334.10 FEET; 2. THENCE N 03°35'47" E 252.06 FEET; 3. THENCE N 86°27'52" W 349.87 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 16; THENCE N 00°01'47" E 977.15 FEET ALONG THE WEST LINE OF SAID SECTION 16 TO THE NORTHEAST CORNER OF SAID SECTION 17 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 00°01'20" W 344.80 FEET CONTINUING ALONG THE WEST LINE OF SAID SECTION 16 TO THE NORTHWEST CORNER OF SAID SECTION 16 BEING A 2-1/2 INCH GLO BRASS FOUND IN PLACE; THENCE N 89°57'15" E 2703.26 FEET ALONG THE NORTH LINE OF SAID SECTION 16 TO THE NORTH QUARTER OF SAID SECTION 16 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 89°57'09" E 2637.87 FEET CONTINUING ALONG THE NORTH LINE OF SAID SECTION 16, TO THE NORTHEAST CORNER OF SAID SECTION 16 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 89°58'17" E 2638.56 FEET ALONG THE NORTH LINE OF SAID SECTION 15 TO THE NORTH QUARTER CORNER OF SAID SECTION 15 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 89°59'36" E 1318.31 FEET CONTINUING ALONG THE NORTH LINE OF SAID SECTION 15 TO THE WEST LINE OF THE NE1/4NE1/4 OF SAID SECTION 15 BEING A 3-INCH ALUMINUM CAP (L.S. 15710) FOUND IN PLACE WHENCE THE NORTHEAST CORNER OF SAID SECTION 15 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS S 89°59'36" E 1318.31 FEET; THENCE S 00°00'09" E 1312.36 FEET ALONG THE WEST LINE OF THE NE1/4NE1/4 OF SAID SECTION 15 TO THE SOUTHWEST CORNER OF THE NE1/4NE1/4 OF SAID SECTION 15 BEING A 3-INCH ALUMINUM CAP (L.S. 15710) FOUND IN PLACE; THENCE N 89°55'46" E 1317.67 FEET ALONG THE SOUTH LINE OF THE NE1/4NE1/4 OF SAID SECTION 15 TO THE SOUTHEAST CORNER OF THE NE1/4NE1/4 OF SAID SECTION 15 BEING A 3-INCH ALUMINUM CAP (L.S. 15710) FOUND IN PLACE; THENCE S 89°58'46" E 1320.64 FEET ALONG THE NORTH LINE OF THE SW1/4NW1/4 OF SAID SECTION 14 TO THE NORTHEAST CORNER OF THE SW1/4NW1/4 OF SAID SECTION 14 BEING A 3-INCH ALUMINUM CAP (L.S. 15710) FOUND IN PLACE; THENCE S 00°01'34" W 1312.94 FEET ALONG THE EAST LINE OF THE SW1/4NW1/4 OF SAID SECTION 14 TO THE SOUTHEAST CORNER OF THE SW1/4NW1/4 OF SAID SECTION 14 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 00°01'19" E 2647.58 FEET ALONG THE EAST LINE OF THE W1/2SW1/4 OF SAID SECTION 14 TO THE SOUTHEAST CORNER OF THE W1/2SW1/4 OF SAID SECTION 14 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 89°59'40" E 1318.39 FEET ALONG THE NORTH LINE OF SAID SECTION 23 TO THE NORTH QUARTER CORNER OF SAID SECTION 23 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 00°05'23" E 5377.46 FEET ALONG THE EAST LINE OF THE W1/2 OF SAID SECTION 23 TO THE SOUTH QUARTER CORNER OF SAID SECTION 23 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 00°00'49" W 5529.94 FEET ALONG THE EAST LINE OF THE W1/2 OF SAID SECTION 26 TO THE SOUTH QUARTER CORNER OF SAID SECTION 26 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 84°59'30" W 31.37 FEET ALONG THE SOUTH LINE OF SAID SECTION 26 TO THE NORTH QUARTER CORNER OF SECTION 35, T. 6 S., R. 88 W., 6TH P.M., BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE S 84°41'15" W 1292.34 FEET ALONG THE SOUTH LINE OF SAID SECTION 26 TO THE SOUTHEAST CORNER OF LOT 14 OF SAID SECTION 26 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE N 00°21'37" E 372.49 FEET ALONG THE EAST LINE OF SAID LOT 14, SECTION 26 TO THE NORTHEAST CORNER OF SAID LOT 14 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE N 89°53'31" W 1611.72 FEET ALONG THE NORTH LINE OF SAID LOT 14 TO THE NORTHWEST CORNER OF SAID LOT 14 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 00°00'14" W 525.17 FEET ALONG THE WEST LINE OF SAID LOT 14 TO THE SOUTHWEST CORNER OF SAID SECTION 26 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE; THENCE N 89°14'59" W 2647.44 FEET ALONG THE SOUTH LINE OF SAID SECTION 27 TO THE SOUTH QUARTER CORNER OF SAID SECTION 27 BEING A 2-1/2 GLO BRASS CAP FOUND IN PLACE; THENCE N 89°17'11" W 1319.72 FEET ALONG THE NORTH LINE OF SAID SECTION 34 TO THE NORTHEAST CORNER OF THE W1/2NW1/4 OF SAID SECTION 34 BEING A 2-INCH ALUMINUM CAP (P.E.L.S 5933) WHENCE THE NORTHWEST CORNER OF SAID SECTION 34 BEING A 2-1/2-INCH GLO BRASS CAP FOUND IN PLACE BEARS N 89°17'11" W 1319.72 FEET, THENCE S 00°05'58" E 2466.04 FEET ALONG THE EAST LINE OF THE W1/2NW1 4 OF SAID SECTION 34 TO THE SOUTHEAST CORNER OF THE W1/2NW1/4 OF SAID SECTION 34 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE S 89°51'39" W 1389.27 FEET ALONG THE SOUTH LINE OF THE W1/2NW1/4 OF SAID SECTION 34 TO THE WEST QUARTER CORNER OF SAID SECTION 34 BEING A 2-INCH ALUMINUM CAP (P.E.L.S 5933); THENCE N 88°27'45" W 2511.99 FEET ALONG THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 33 TO THE CENTER QUARTER CORNER OF SAID SECTION 33 BEING A 3 INCH ALUMINUM CAP (COUNTY SURVEYOR) FOUND IN PLACE; THENCE N 88°27'28" W 1112.41 FEET ALONG THE SOUTH LINE OF LOT 6, OF SAID SECTION 33 TO THE SOUTHWEST CORNER OF SAID LOT 6 BEING A 3 INCH ALUMINUM CAP (COUNTY SURVEYOR) FOUND IN PLACE; THENCE N 01°26'25" E 838.15 FEET ALONG THE WEST LINE OF SAID LOT 6 TO THE SOUTHEAST CORNER OF LOT 5 OF SAID SECTION 33 BEING A 3 INCH ALUMINUM CAP (COUNTY SURVEYOR) FOUND IN PLACE; THENCE N 89°14'27" W 1072.10 FEET ALONG THE SOUTH LINE OF SAID LOT 5 TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 119; THENCE THE FOLLOWING SEVENTEEN COURSES ALONG THE NORTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 119: 1. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 190.00 FEET, AND A CENTRAL ANGLE OF 38°53'15" FOR A DISTANCE ALONG THE CURVE OF 128.96 FEET; THE CHORD OF SAID CURVE BEARS N 70°21'49" W A DISTANCE OF 126.50 FEET; 2. THENCE N 89°48'27" W 335.07 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 33 WHENCE THE NORTHWEST CORNER OF SAID SECTION 33 BEING A 3-INCH COUNTY SURVEYOR'S ALUMINUM CAP FOUND IN PLACE BEARS N 01°14'21" E 1729.72 FEET; 3. THENCE N 89°48'27" W 746.63 FEET; 4. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 9975.00 FEET, AND A CENTRAL ANGLE OF 01°23'23" FOR A DISTANCE OF ALONG THE CURVE OF 241.95 FEET; THE CHORD OF SAID CURVE BEARS N 89°06'46" W A DISTANCE OF 241.94 FEET; 5. THENCE N 88°25'04" W 886.82 FEET; 6. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 30.00 FEET, AND A CENTRAL ANGLE OF 101°43'17" FOR A DISTANCE ALONG THE CURVE OF 53.26 FEET, THE CHORD OF SAID CURVE BEARS N 37°33'26" W A DISTANCE OF 46.54 FEET; 7. THENCE N 13°18'13" E 1531.48 FEET; 8. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 715.00 FEET, AND A CENTRAL ANGLE OF 15°55'12" FOR A DISTANCE ALONG THE CURVE OF 198.67 FEET; THE CHORD OF SAID CURVE BEARS N 05°20'37" E A DISTANCE OF 198.03 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 29 WHENCE THE SOUTHEAST CORNER OF SAID SECTION 29 BEARS S 89°03'23" E 1570.16 FEET; 9. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 715.00 FEET, AND A CENTRAL ANGLE OF 29°05'27" FOR A DISTANCE ALONG THE CURVE OF 363.03 FEET; THE CHORD OF SAID CURVE BEARS N 17°09'43" W A DISTANCE OF 359.14 FEET; 10. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1853.11 FEET, AND A CENTRAL ANGLE OF 14°56'46" FOR A DISTANCE ALONG THE CURVE OF 483.40 FEET; THE CHORD OF SAID CURVE BEARS N 39°10'49" W A DISTANCE OF 482.03 FEET; 11. THENCE N 46°39'12" W 512.11 FEET; 12. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 544.29 FEET, AND A CENTRAL ANGLE OF 29°19'12" FOR A DISTANCE ALONG THE CURVE OF 278.53 FEET; THE CHORD OF SAID CURVE BEARS N 61°18'49" W A DISTANCE OF 275.50 FEET; 13. THENCE N 75°58'25" W 274.72 FEET; 14. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 777.56 FEET, AND A CENTRAL ANGLE OF 10°01'45" FOR A DISTANCE ALONG THE CURVE OF 136.11 FEET; THE CHORD OF SAID SAID CURVE BEARS N 70°57'32" W A DISTANCE OF 135.93 FEET; 15. THENCE N 65°56'40" W 288.79 FEET; 16. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 934.49 FEET, AND A CENTRAL ANGLE OF 12°43'09" FOR A DISTANCE ALONG THE CURVE OF 207.45 FEET; THE CHORD OF SAID CURVE BEARS N 59°35'05" W A DISTANCE OF 207.03 FEET; 17. THENCE N 53°13'30" W 363.38 FEET TO A POINT ON THE WEST LINE OF LOT 26 OF SAID SECTION 29; THENCE N 00°30'27" E 619.90 FEET ALONG THE WEST LINE OF SAID LOT 26 TO THE NORTHWEST CORNER OF SAID LOT 26; THENCE N 90°00'00" W 65.41 FEET TO A FENCE POST WITH A PK-NAIL IN THE TOP AND ACCEPTED AS THE SOUTHWEST CORNER OF LOT 20 OF SAID SECTION 29; THENCE N 00°34'26" E 2165.03 FEET ALONG THE ACCEPTED WEST LINE OF LOTS 20, 16, AND 8 OF SAID SECTION 29 TO A RED PLASTIC CAP (P.L.S. 27929); THENCE N 00°32'35" E 431.30 FEET TO THE SOUTHWEST CORNER OF A PARCEL OF LAND DESCRIBED IN BOOK 527, PAGE 951 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 527, PAGE 951 S 89°32'20" E 431.36 FEET; THENCE THE FOLLOWING TWO COURSES ALONG THE SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 872, PAGE 768 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER: LEGAL DESCRIPTION CONTINUED ON PAGE 2 COL O R A D O L I CE N S E D P R O F E S SIONAL L A N D S U RVEYO R JAS O N R . NE I L 37935 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 THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k Su r v ey i ng, Inc. Es t . 2 0 0 7 21054 2 OF 7 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST GARFIELD COUNTY, COLORADO JG JRN 09/23/2022 154 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO PROPERTY DESCRIPTION - CONTINUED FROM PAGE 1 1. THENCE S 50°51'48" E 497.50 FEET; 2. THENCE S 57°58'21" E 57.39 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 915, PAGE 112 IN THE OFFICE OF THE GARFIELD COUNTY AND RECORDER; THENCE S 57°58'21" E 305.00 FEET ALONG THE SOUTHERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 915, PAGE 112; THENCE S 33°33'03" E 149.53 FEET ALONG THE SOUTHWESTERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 621, PAGE 219 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE S 81°36'23" E 135.95 FEET ALONG THE SOUTHERLY BOUNDARIES OF PARCELS OF LAND DESCRIBED IN BOOK 621, PAGE 219 AND BOOK 965, PAGE 509 IN THE OFFICE THE GARFIELD COUNTY CLERK AND RECORDER TO A POINT ON THE BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 965, PAGE 509; THENCE THE FOLLOWING THREE COURSES ALONG THE SOUTHEASTERLY BOUNDARY OF SAID PARCEL DESCRIBED IN BOOK 965, PAGE 509: 1. THENCE S 81°42'23" E 302.25 FEET; 2. THENCE N 05°12'20" E 149.94 FEET; 3. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 55.23 FEET, AND A CENTRAL ANGLE OF 40°33'24" FOR A DISTANCE ALONG THE CURVE OF 39.09 FEET; THE CHORD OF SAID CURVE BEARS N 25°28'41" E A DISTANCE OF 38.28 FEET TO A POINT ON THE SOUTHERLY OF A PARCEL OF LAND DESCRIBED IN BOOK 808, PAGE 803 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE THE FOLLOWING THREE COURSES ALONG THE EASTERLY BOUNDARY OF SAID PARCEL DESCRIBED IN BOOK 808, PAGE 803: 1. THENCE S 81°42'37" E 123.19 FEET; 2. THENCE N 21°00'23" W 820.84 FEET TO A POINT ON THE SOUTH LINE OF SAID SECTION 20 WHENCE THE SOUTH QUARTER CORNER OF SAID SECTION 20 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933) BEARS N 88°32'13" W 248.98 FEET; 3. THENCE N 21°00'23" W 137.24 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 115; THENCE THE FOLLOWING TWO COURSES ALONG THE NORTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 115: 1. THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 5288.82 FEET, AND A CENTRAL ANGLE OF 02°43'04" FOR A DISTANCE ALONG THE CURVE OF 250.87 FEET; THE CHORD OF SAID CURVE BEARS N 73°59'48" W A DISTANCE OF 250.84 FEET; 2. THENCE N 72°38'16" W 1244.87 FEET TO A POINT ON THE ACCEPTED EAST LINE OF LOT 4 OF SAID SECTION 20 WHENCE THE SOUTHEAST CORNER OF A PARCEL OF LAND RECORDED UNDER RECEPTION NUMBER 467225 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER AND BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933) AND ACCEPTED AS A POINT ON THE EAST LINE OF SAID LOT 4 BEARS S 01°51'02" W 9.41 FEET; THENCE N 01°51'02" E 490.79 FEET ALONG THE ACCEPTED EAST LINE OF SAID LOT 4 TO THE NORTHEAST CORNER OF SAID LOT 4 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE N 88°18'52" W 1429.59 FEET ALONG THE NORTH LINE OF SAID LOT 4 AND LOT 3 OF SAID SECTION 20 TO THE NORTHWEST CORNER OF SAID LOT 3 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933) WHENCE THE SOUTHWEST CORNER OF SAID LOT 20 BEING A 2-1/2 INCH ALUMINUM CAP (P.L.S. 27929) FOUND IN THE PLACE BEARS S 00°06'31" E 1008.11 FEET; THENCE N 00°06'31" W 1630.93 FEET ALONG THE WEST LINE OF SAID SECTION 20 TO THE WEST CORNER OF SAID SECTION 20 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933; THENCE N 00°04'12" E 2632.88 FEET ALONG THE WEST LINE OF SAID SECTION 20 TO THE NORTHWEST CORNER OF SAID SECTION 20 TO THE NORTHWEST CORNER OF SAID SECTION 20 BEING THE POINT OF BEGINNING. EXCEPTING THEREFROM THE FOLLOWING FIVE PARCELS: 1) MIDDLE EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE EAST HALF OF SECTION 29 AND THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 6 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, SAID PARCEL BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF SAID SECTION 29 WHENCE THE NORTHEAST CORNER OF SECTION 29 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS N 01°09'28" E 1250.72 FEET THENCE S 01°09'28" W 346.34 FEET ALONG THE EAST LINE OF SAID SECTION 29 TO A POINT ON THE NORTHERLY LINE OF A PARCEL OF LAND DESCRIBED IN BOOK 495, PAGE 596 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER, WHENCE THE WEST QUARTER CORNER OF SAID SECTION 28 BEING A 3 INCH ALUMINUM CAP (COUNTY SURVEYOR) BEARS S 01°09'28" E 987.24 FEET; THENCE S 88°09'03" E 557.11 FEET ALONG THE NORTHERLY LINE OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495, PAGE 596 TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD 115; THENCE ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 826.12 FEET, AND A CENTRAL ANGLE OF 17°50'11" FOR A DISTANCE ALONG THE CURVE OF 257.17 FEET; THE CHORD OF SAID CURVE BEARS S 64°07'08" E A DISTANCE OF 256.14 FEET ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 115; THENCE S 73°02'14" E 43.18 FEET CONTINUING ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD 115 TO A POINT IN THE EASTERLY LINE OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495, PAGE 596; THENCE S 00°01'52" W 114.31 FEET ALONG THE EASTERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495, PAGE 596 TO THE SOUTHEAST CORNER OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495, PAGE 596; THENCE THE FOLLOWING FOUR COURSES ALONG THE SOUTHERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 495, PAGE 596: 1. THENCE N 89°58'08" W 327.05 FEET; 2. THENCE S 54°10'41" W 185.54 FEET; 3. THENCE N 42°16'19" W 154.20 FEET; 4. THENCE S 59°30'35" W 216.33 FEET TO A POINT ON THE BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 988, PAGE 802 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE THE FOLLOWING SIX COURSES AROUND THE EASTERLY, NORTHERLY, AND SOUTHERLY BOUNDARIES OF SAID PARCEL OF LAND DESCRIBED IN BOOK 988, PAGE 802: 1. THENCE S 13°45'40" E 111.74 FEET; 2. THENCE S 89°58'08" E 101.60 FEET; 3. THENCE S 00°01'52" W 69.06 FEET; 4. THENCE S 88°48'28" E 25.57 FEET; 5. THENCE S 00°37'24" E 148.37 FEET; 6. THENCE S 14°45'31" E 57.78 FEET; THENCE S 58°03'40" W 625.36 FEET ALONG THE SOUTHERLY BOUNDARIES OF PARCELS OF LAND DESCRIBED IN BOOK 988 AT PAGE 802 AND BOOK 736 AT PAGE 345 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER TO A POINT ON THE SOUTHERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 736 AT PAGE 345; THENCE ALONG THE SOUTHERLY AND WESTERLY BOUNDARIES OF SAID PARCEL OF LAND DESCRIBED IN BOOK 736 AT PAGE 345 THE FIVE (5) COURSES: 1. THENCE N 75°53'28" W 35.87 FEET; 2. THENCE N 66°59'35" W 380.19 FEET; 3. THENCE N 50°53'55" W 27.02 FEET; 4. THENCE N 25°54'08" W 19.09 FEET; 5. THENCE N 05°06'09" W 580.16 FEET; TO A POINT ON THE WESTERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 886 AT PAGE 329 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE ALONG THE WESTERLY AND NORTHERLY BOUNDARIES OF SAID PARCEL OF AND DESCRIBED IN BOOK 886 AT PAGE 329 THE FOLLOWING (3) COURSES: 1. THENCE N 05°36'42" W 538.91 FEET; 2. THENCE N 04°18'35" W 374.95 FEET; 3. THENCE N 82°52'22" E 323.76 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID GARFIELD COUNTY ROAD 115; THENCE ALONG THE SAID RIGHT-OF-WAY LINE THE FOLLOWING THREE (3) COURSES: 1. THENCE ALONG THE ARC OF A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 993.47 FEET, AND A CENTRAL ANGLE OF 03°01'08" FOR A DISTANCE ALONG THE CURVE OF 52.35 FEET; THE CHORD OF WHICH BEARS S 34°41'10" E A DISTANCE OF 52.34 FEET; 2. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 480.00 FEET, AND A CENTRAL ANGLE OF 36°06'40" FOR A DISTANCE ALONG THE CURVE OF 302.52 FEET) THE CHORD OF SAID CURVE BEARS S 54°15'04 E A DISTANCE OF 297.54 FEET; 3. THENCE S 72°18'24" E 273.90 FEET TO THE POINT OF BEGINNING. 2) EAST EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTION 28, TOWNSHIP 6 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SECTION 28 BEING A 2-INCH ALUMINUM CAP (P.E.L.S. 5933); THENCE N 88°33'15" W 1084.24 FEET ALONG THE SOUTH LINE OF SECTION 28 TO A POINT ON THE WESTERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 938, PAGE 691 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; WHENCE THE SOUTHWEST CORNER OF SECTION 28 BEING A 3 INCH COUNTY SURVEYOR ALUMINUM CAP FOUND IN PLACE BEARS S 88°33'15" E 1495.74 FEET; THENCE N 01°00'28" E 2568.63 FEET ALONG THE WESTERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 938, PAGE 691 TO A POINT ON THE WESTERLY BOUNDARY OF A PARCEL OF LAND DESCRIBED IN BOOK 638, PAGE 941 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THENCE N 01°01'12" E 691.65 FEET ALONG THE WESTERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED IN BOOK 638, PAGE 941 TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD 115; THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COUNTY ROAD 115 THE FOLLOWING SEVEN COURSES: 1. ALONG THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 594.56 FEET, AND A CENTRAL ANGLE OF 41°58'28" FOR A DISTANCE ALONG THE CURVE OF 435.57 FEET; THE CHORD OF SAID CURVE BEARS S 43°10'12" E A DISTANCE OF 425.90 FEET; 2. THENCE S 22°10'58" E 307.62 FEET; 3. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1421.75 FEET, AND A CENTRAL ANGLE OF 15°49'57" FOR A DISTANCE ALONG THE CURVE OF 392.87 FEET; THE CHORD OF SAID CURVE BEARS S 30°05'57" E A DISTANCE OF 391.63 FEET; 4. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 370.00 FEET, AND A CENTRAL ANGLE OF 32°43'14" FOR A DISTANCE ALONG THE CURVE OF 211.30 FEET; THE CHORD OF SAID CURVE BEARS S 21°39'19" E A DISTANCE OF 208.44 FEET; 5. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2437.42 FEET, AND A CENTRAL ANGLE OF 28°42'24" FOR A DISTANCE ALONG THE CURVE OF 1221.22 FEET; THE CHORD OF SAID CURVE BEARS S 19°38'54" E A DISTANCE OF 1208.48 FEET; 6. THENCE S 34°00'16" E 1152.91 FEET; 7. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 430.00 FEET, AND A CENTRAL ANGLE OF 23°03'17" FOR A DISTANCE ALONG THE CURVE OF 173.02 FEET; THE CHORD OF SAID CURVE BEARS S 45°31'45" E A DISTANCE OF 171.86 FEET TO A POINT ON THE SOUTH LINE OF SECTION 28; WHENCE THE SOUTHEAST CORNER OF SECTION 28 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS S 86°11'17" E 1745.44 FEET; THENCE N 86°11'17" W 829.99 FEET ALONG THE SOUTH LINE OF SECTION 28 TO THE POINT OF BEGINNING. 3) SECTION 15 EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND BEING THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 6 SOUTH RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, SAID PARCEL BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 15 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE, THENCE N 89°51'07" E 1323.59 FEET ALONG THE NORTH LINE OF THE NW1/4SW1/4 OF SAID SECTION 15 TO THE NORTHEAST CORNER OF THE NW1/4SW1/4 OF SAID SECTION 15; THENCE S 00°01'49" E 1540.50 FEET ALONG THE EAST LINE OF THE NW1/4SW1/4 OF SAID SECTION 15 TO THE SOUTHEAST CORNER OF THE NW1/4SW1/4; THENCE S 89°58'25" W 1323.59 FEET ALONG THE SOUTH LINE OF THE NW1/4SW1/4 OF SAID SECTION 15 TO THE SOUTHWEST CORNER OF THE NW1/4SW1/4 OF SAID SECTION 15; WHENCE THE SOUTHWEST CORNER OF SAID SECTION 15 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS S 00°01'49" E 1537.70 FEET; THENCE N 00°01'49" W 1537.70 FEET ALONG THE WEST LINE OF THE NW1/4SW1/4 OF SAID SECTION 15 TO THE NORTHWEST CORNER OF THE NW1/4SW1/4 OF SAID SECTION 15 BEING THE POINT OF BEGINNING. 4) GARFIELD COUNTY ROAD 115 EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN SECTIONS 20, 29, 28, 33, AND 34, TOWNSHIP 6 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, SAID PARCEL BEING A 60 FOOT WIDE RIGHT-OF-WAY EXTENDING THIRTY FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE FOR GARFIELD COUNTY ROAD 115, SAID CENTERLINE BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT A POINT FROM WHENCE THE SOUTHWEST CORNER OF SAID SECTION 20 BEARS S 89°59'26" W A DISTANCE OF 2853.70 FEET, SAID SECTION CORNER BEING A 2-1/2 INCH ALUMINUM CAP FOUND IN PLACE; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 5318.82 FEET, AND A CENTRAL ANGLE OF 04°16'52" FOR A DISTANCE ALONG THE CURVE OF 397.42 FEET; THE CHORD OF SAID CURVE BEARS S 77°43'40" E A DISTANCE OF 397.32 FEET; THENCE S 73°52'05" E 121.04 FEET TO A POINT ALONG THE SECTION LINE COMMON TO SAID SECTIONS 20 AND 29 FROM WHENCE THE QUARTER CORNER COMMON TO SAID SECTIONS 20 AND 29 BEING A 2-INCH ALUMINUM CAP BEARS N 88°32'13" W 720.55 FEET; THENCE S 79°52'05" E 331.86 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 900.00 FEET, AND A CENTRAL ANGLE OF 20°29'08" FOR A DISTANCE ALONG THE CURVE OF 321.79 FEET; THE CHORD OF SAID CURVE BEARS S 69°37'31" E A DISTANCE OF 320.08 FEET; THENCE S 59°22'57" E 217.30 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1081.34 FEET, AND A CENTRAL ANGLE OF 35°38'00" FOR A DISTANCE ALONG THE CURVE OF 672.50 FEET; THE CHORD OF SAID CURVE BEARS S 41°33'57" E A DISTANCE OF 661.72 FEET; THENCE S 23°44'57" E 73.66 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 963.47 FEET, AND A CENTRAL ANGLE OF 12°26'47" FOR A DISTANCE ALONG THE CURVE OF 209.29 FEET; THE CHORD OF SAID CURVE BEARS S 29°58'21" E FOR A DISTANCE OF 208.88 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 450.00 FEET, AND A CENTRAL ANGLE OF 36°06'40" FOR A DISTANCE ALONG THE CURVE OF 283.62 FEET; THE CHORD OF SAID CURVE BEARS S 54°15'04" E A DISTANCE OF 278.95 FEET; THENCE S 72°18'24" E 264.99 FEET TO A POINT ALONG THE SECTION LINE COMMON TO SAID SECTIONS 28 AND 29 FROM WHENCE THE NORTHEAST CORNER OF SAID SECTION 29 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS N 01°09'28" E 1219.42 FEET; THENCE S 72°18'24" E 167.61 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 377.41 FEET, AND A CENTRAL ANGLE OF 25°33'14" FOR A DISTANCE ALONG THE CURVE OF 168.32 FEET; THE CHORD OF SAID SAID CURVE BEARS S 59°31'47" E A DISTANCE OF 166.93 FEET; THENCE S 46°45'10" E 235.64 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 796.12 FEET, AND A CENTRAL ANGLE OF 26°17'03" FOR A DISTANCE ALONG THE CURVE OF 365.22 FEET; THE CHORD OF SAID CURVE BEARS S 59°53'42" E A DISTANCE OF 362.02 FEET; THENCE S 73°02'14" E 636.67 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 624.56 FEET, AND A CENTRAL ANGLE OF 50°51'15" FOR A DISTANCE ALONG THE CURVE OF 554.35 FEET; THE CHORD OF SAID CURVE BEARS S 47°36'36" E A DISTANCE OF 536.33 FEET; THENCE S 22°10'58" E 307.62 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1391.75 FEET, AND A CENTRAL ANGLE OF 15°49'57" FOR A DISTANCE ALONG THE CURVE OF 384.58 FEET; THE CHORD OF SAID CURVE BEARS S 30°05'57" E A DISTANCE OF 383.36 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 400.00 FEET, AND A CENTRAL ANGLE OF 32°43'14" FOR A DISTANCE ALONG THE CURVE OF 228.43 FEET; THE CHORD OF SAID CURVE BEARS S 21°39'19" E A DISTANCE OF 225.34 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2407.42 FEET, AND A CENTRAL ANGLE OF 28°42'24" FOR A DISTANCE ALONG THE CURVE OF 1206.18 FEET; THE CHORD OF SAID CURVE BEARS S 19°38'54" E A DISTANCE OF 1193.61 FEET; THENCE S 34°00'06" E 1152.91 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 400.00 FEET, AND A CENTRAL ANGLE OF 25°53'11" FOR A DISTANCE ALONG THE CURVE OF 180.72 FEET; THE CHORD OF SAID CURVE BEARS S 46°56'42" E A DISTANCE OF 179.19 FEET; THENCE S 59°53'17" E 38.40 FEET TO A POINT ALONG THE SECTION LINE COMMON TO SAID SECTIONS 28 AND 33 FROM WHENCE THE QUARTER CORNER COMMON TO SAID SECTIONS 28 AND 33 BEING A 2-INCH ALUMINUM CAP BEARS N 86°11'17" W 896.52 FEET; THENCE S 59°53'17" E 421.00 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 779.79 FEET, AND A CENTRAL ANGLE OF 35°42'49" FOR A DISTANCE ALONG THE CURVE OF 486.06 FEET; THE CHORD OF SAID CURVE BEARS S 42°01'52" E A DISTANCE OF 478.23 FEET; THENCE S 24°10'27" E 644.62 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 882.82 FEET, AND A CENTRAL ANGLE OF 26°58'38" FOR A DISTANCE ALONG THE CURVE OF 415.67 FEET; THE CHORD OF SAID CURVE BEARS S 10°41'09" E A DISTANCE OF 411.84 FEET; THENCE S 02°48'10" W 238.01 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 729.53 FEET, AND A CENTRAL ANGLE OF 37°41'54" FOR A DISTANCE ALONG THE CURVE OF 480.00 FEET; THE CHORD OF SAID CURVE BEARS S 16°02'47" E A DISTANCE OF 471.39 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET, AND A CENTRAL ANGLE OF 53°37'43" FOR A DISTANCE ALONG THE CURVE OF 187.20 FEET; THE CHORD OF SAID CURVE BEARS S 61°42'35" E A DISTANCE OF 180.44 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2171.07 FEET, AND A CENTRAL ANGLE OF 08°19'31" FOR A DISTANCE ALONG THE CURVE OF 315.47 FEET; THE CHORD OF SAID CURVE BEARS N 87°18'48" E A DISTANCE OF 315.19 FEET TO A POINT ALONG THE SECTION LINE COMMON TO SAID SECTIONS 33 AND 34 FROM WHENCE THE NORTHEAST CORNER OF SAID SECTION 33 BEING A 2-1/2 INCH GLO BRASS CAP FOUND IN PLACE BEARS N 01°30'32" E 2209.86 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2171.07 FEET, AND A CENTRAL ANGLE OF 15°20'11" FOR A DISTANCE ALONG THE CURVE OF 581.13 FEET; THE CHORD OF SAID CURVE BEARS N 75°28'57" E A DISTANCE OF 579.40 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 280.00 FEET, AND A CENTRAL ANGLE OF 55°26'50" FOR A DISTANCE ALONG THE CURVE OF 270.97 FEET; THE CHORD OF SAID CURVE BEARS S 84°27'44" E A DISTANCE OF 260.52 FEET; THENCE S 56°44'19" E 393.81 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 659.07 FEET, AND A CENTRAL ANGLE OF 21°39'21" FOR A DISTANCE ALONG THE CURVE OF 252.89 FEET; THE CHORD OF SAID CURVE BEARS S 67°34'00" E A DISTANCE OF 251.38 FEET FROM WHENCE THE SAID NORTHEAST CORNER OF SECTION 33 BEARS N 28°52'13" W 2741.66 FEET; SUCH PARCEL BEING A 60 FOOT RIGHT-OF-WAY (30 FEET ON EACH SIDE OF THE ABOVE DESCRIBED CENTERLINE) THE RIGHT-OF-WAY LINES OF SAID RIGHT-OF-WAY SHALL BE PROLONGED OR SHORTENED TO BEGIN AND END ON AND CONFORM TO THE PROPERTY BOUNDARY LINES. PROPERTY DESCRIPTION CONTINUED 5) GARFIELD COUNTY ROAD 114 EXCEPTION PARCEL LEGAL DESCRIPTION A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 33, TOWNSHIP 6 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, SAID PARCEL BEING THE RIGHT-OF-WAY FOR GARFIELD COUNTY ROAD 114 AND THE INTERSECTION OF GARFIELD COUNTY ROAD 114 WITH GARFIELD COUNTY ROAD 115, SAID PARCEL BEING FURTHER DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERN LINE OF THE NORTHEAST QUARTER OF SAID SECTION 33 WHENCE THE EAST QUARTER CORNER FOR SAID SECTION 33 BEING A 2-INCH ALUMINUM CAP BEARS S 88°27'45" E 551.40 FEET SAID POINT ALSO BEING A POINT ON THE EASTERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 114; THENCE N 88°27'45" W 77.11 FEET ALONG SAID SOUTHERN LINE OF THE NORTHEAST QUARTER TO A POINT ON THE WESTERLY BOUNDARY OF SAID COUNTY ROAD 114, WHENCE THE CENTER QUARTER FOR SAID SECTION 33 BEING A 2-1/2-INCH ALUMINUM CAP FOUND IN PLACE BEARS N 88°27'45" N 1883.48; THENCE THE FOLLOWING TWO COURSES ALONG THE WESTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 114; 1. N 40°27'03" E 99.05 FEET; 2. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 270.00 FEET, AND A CENTRAL ANGLE OF 69°20'35" FOR A DISTANCE ALONG THE CURVE OF 326.77 FEET; THE CHORD OF SAID CURVE BEARS N 05°46'46" E A DISTANCE OF 307.19 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 115; THENCE THE FOLLOWING THREE COURSES ALONG THE SOUTHERN RIGHT-OF-WAY OF COUNTY ROAD 115: 1. ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 759.53 FEET, AND A CENTRAL ANGLE OF 06°00'12" FOR A DISTANCE ALONG THE CURVE OF 79.58 FEET; THE CHORD OF SAID CURVE BEARS S 31°53'38" E A DISTANCE OF 79.55 FEET; 2. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 230.00 FEET, AND A CENTRAL ANGLE OF 53°37'43" FOR A DISTANCE ALONG THE CURVE OF 215.28 FEET; THE CHORD OF SAID CURVE BEARS S 61°42'35" E A DISTANCE OF 207.51 FEET; 3. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2201.07 FEET, AND A CENTRAL ANGLE OF 03°41'58" FOR A DISTANCE ALONG THE CURVE OF 142.12 FEET; THE CHORD OF SAID CURVE BEARS N 89°37'34" E A DISTANCE OF 142.09 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 114; THENCE THE FOLLOWING TWO COURSES ALONG THE EASTERLY RIGHT-OF-WAY OF COUNTY ROAD 114; 1. ALONG THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 470.00 FEET, AND A CENTRAL ANGLE OF 47°19'32" FOR A DISTANCE ALONG THE CURVE OF 388.21 FEET; THE CHORD OF SAID CURVE BEARS S 64°06'49" W A DISTANCE OF 377.27 FEET; 2. THENCE S 40°27'03" W 70.18 FEET TO THE POINT OF BEGINNING. THE RIGHT-OF-WAY LINES OF SAID RIGHT-OF-WAY SHALL BE PROLONGED OR SHORTENED TO BEGIN AND END ON AND CONFORM TO THE PROPERTY BOUNDARY LINES. EXCEPTING FROM SAID PARCELS 1, 2 AND 3 THOSE PORTIONS CONVEYED BY QUIT CLAIM DEED RECORDED OCTOBER 21, 2010 AT RECEPTION NO. 793247. PARCEL 4: THIRTY FOOT ROADWAY EASEMENT FROM HOPKINS RANCH LTD. TO SPRING VALLEY HOLDING USA RECORDED SEPTEMBER 10, 1993 IN BOOK 875 AT PAGE 126 AS RECEPTION NO. 452323 AND RE-RECORDED JANUARY 13, 1994 IN BOOK 889 AT PAGE 681 AS RECEPTION NO. 457969, COUNTY OF GARFIELD, STATE OF COLORADO. SURVEYOR'S NOTES: 1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY IN FILE NO. NCS-1133415-SLC1, DATED JUNE 17, 2022. 2) THE DATE OF THIS SURVEY WAS SEPTEMBER, 2022. 3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 42°27'24"W BETWEEN THE 5 8" REBAR WITH 1.5" ALUMINUM CAP MARKED PLS 5933 1964 1 4 SECT 33 & 34 FOUND IN PLACE ALONG THE SOUTHERN BOUNDARY AND THE 5 8" REBAR WITH A 1.5" ALUMINUM CAP MARKED PLS 5933 FOUND IN PLACE ALONG THE WESTERN BOUNDARY AS SHOWN HEREON. 4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 5) THIS SURVEY IS BASED ON THE SPRING VALLEY RANCH P.U.D. PHASE 1, FINAL PLAT RECORDED OCTOBER 21, 2010 AS RECEPTION NO. 793243 IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE. 6) ELEVATIONS ARE BASED ON ___________________________ (19__ DATUM) YIELDING AN ON-SITE ELEVATION OF ___________' ON A TBM AS SHOWN. CONTOUR INTERVAL EQUALS__ FOOT. 7) ACCORDING TO FEMA, THE SUBJECT PROPERTY DOES NOT EXIST WITHIN ANY FLOODPLAIN OR FLOODWAY. THIS IMPROVEMENT SURVEY PLAT WAS PREPARED AFTER REVIEWING THE FOLLOWING EXCEPTIONS TO TITLE AS NOTED IN SAID TITLE FILE NO. NCS-1133415-SLC1 FROM SURVEYOR'S NOTES #1: 9. THE RIGHT OF A PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES, AS RESERVED IN UNITED STATES PATENT RECORDED AUGUST 8, 1896 AT RECEPTION NO. 19517, AND RECORDED APRIL 11, 1923 AT RECEPTION NO. 82446, AND RECORDED MARCH 26, 1965 AT RECEPTION NO. 229186, AND RECORDED SEPTEMBER 8, 1896 AT RECEPTION NO. 19569, AND RECORDED JUNE 2, 1916 AT RECEPTION NO. 54279. 10. RIGHT OF WAY FOR DITCHES AND CANALS AS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES, AS RESERVED IN UNITED STATES PATENT RECORDED AUGUST 8, 1896 AT RECEPTION NO. 19517, AND RECORDED SEPTEMBER 8, 1896 AT RECEPTION NO. 19569, AND RECORDED SEPTEMBER 1, 1906 AT RECEPTION NO. 32339, AND RECORDED DECEMBER 7, 1912 AT RECEPTION NO. 45724, AND RECORDED JUNE 2, 1916 AT RECEPTION NO. 54279, AND RECORDED APRIL 7, 1923 AT RECEPTION NO. 82381, AND RECORDED APRIL 11, 1923 AT RECEPTION NO. 82446, AND RECORDED FEBRUARY 28, 1926 AT RECEPTION NO. 94056, AND RECORDED OCTOBER 31, 1939 AT RECEPTION NO. 137373, AND RECORDED MAY 20, 1940 AT RECEPTION NO. 139733, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178627, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178628, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178629, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178630, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178631, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178632, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178633, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178634, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178635, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178636, AND RECORDED FEBRUARY 26, 1952 AT RECEPTION NO. 178637, AND RECORDED MARCH 3, 1952 AT RECEPTION NO. 178688, AND RECORDED MARCH 3, 1952 AT RECEPTION NO. 178689, AND RECORDED MARCH 3, 1952 AT RECEPTION NO. 178690, AND RECORDED MARCH 26, 1965 AT RECEPTION NO. 229186. 11. ALL RIGHTS UNDER AN APPLICATION BY THE GLENWOOD HIGH LINE RAILWAY COMPANY, AS RESERVED IN UNITED STATES PATENT RECORDED DECEMBER 7, 1912 IN BOOK 71 AT PAGE 582, AT RECEPTION NO. 45724. 12. CONVEYANCE FROM THE U.S. TO SCOTT C. HOPKINS, EXCEPTING AND EXCLUDING THAT TRACT OF LAND DESCRIBED AND INCLUDED IN POWER SITE RESERVE. NO. 542 CREATED BY EXECUTIVE ORDER OF AUGUST 25, 1916, UNDER THE ACT OF CONGRESS APPROVED JUNE 25, 1910 (36 STAT. 847D), AS RESERVED IN UNITED STATES PATENT RECORDED APRIL 11, 1923 IN BOOK 112 AT PAGE 388, AT RECEPTION NO. 82446. 13. ALL THE COAL AND OTHER MINERALS IN THE LANDS SO ENTERED AND PATENTED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, NINE AND REMOVE THE SAME PURSUANT TO THE ACT OF DECEMBER 29, 1916 (39 STAT. 862), AS RESERVED IN UNITED STATES PATENT RECORDED OCTOBER 31, 1939 IN BOOK 194 AT PAGE 590, AT RECEPTION NO. 137373. 14. ALL THE COAL AND OTHER MINERALS IN THE LANDS SO ENTERED AND PATENTED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE, AND REMOVE THE SAME PURSUANT TO THE ACT OF DECEMBER 29, 1016 (39 STAT. 862), AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 26, 1962 IN BOOK 263 AT PAGE 232, AT RECEPTION NO. 178628. 15. RESERVATION UNTO THE U.S., ITS PERMITEE OR LICENSEE, THE RIGHT TO ENTER UPON, OCCUPY AND USE, ANY PART OR ALL OF THAT PORTION OF THE NE1/4NE1/4 OF SECTION 28, LYING WITH AN 50 FT. OF THE CENTERLINE OF THE TRANSMISSION LINE RIGHT OF WAY OF THE CENTRAL COLORADO POWER COMPANY FOR THE PURPOSES PROVIDED IN THE ACT OF JUNE 10, 1920 (41 STAT. 1063), AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 26, 1952 IN BOOK 263 AT PAGE 235, AT RECEPTION NO. 178631. 16. ALL THE COAL AND OTHER MINERALS IN THE LANDS SO ENTERED AND PATENTED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE THE SAME PURSUANT TO THE ACT OF DECEMBER 29, 1916 (39 STAT. 862), AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 26, 1952 IN BOOK 263 AT PAGE 236, AT RECEPTION NO. 178632. 17. RESERVATION UNTO THE U.S., ITS PERMITEE OR LICENSEE, THE RIGHT TO ENTER UPON, OCCUPY AND USE, ANY PART OR ALL OF THAT PORTION OF THE E1/2NW1/4 AND THE NE1/4SW1/4 OF SECTION 21 FOR THE PURPOSES PROVIDED IN THE ACT OF JUNE 10, 1920 (41 STAT. 1063), AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 26, 1952 IN BOOK 263 AT PAGE 237, AT RECEPTION NO. 178633. 18. ALL THE COAL AND OTHER MINERALS IN THE LANDS SO ENTERED AND PATENTED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE THE SAME PURSUANT TO THE ACT OF DECEMBER 29, 1916 (39 STAT. 862), AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 26, 1952 IN BOOK 263 AT PAGE 238, AT RECEPTION NO. 178634. 19. THE RIGHT TO ENTER UPON, OCCUPY AND USE, ANY PART OR ALL OF THAT PORTION OF THE SE1/4NE1/4 OF SEC. 28 LYING WITHIN 50 FT. OF THE CENTERLINE OF THE TRANSMISSION LINE RIGHT OF WAY OF THE CENTRAL COLORADO POWER CO. FOR THE PURPOSES PROVIDED IN THE ACT OF JUNE 10, 1920 (41 STAT 1063), AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 26, 1952 IN BOOK 263 AT PAGE 240, AT RECEPTION NO. 178636. 20. THE RIGHT TO ENTER UPON OCCUPY AND USE, ANY PART OR ALL OF THAT PORTION OF THE LOTS 3 AND 4 OF SEC. 16, LYING WITHIN 50 FT. OF THE CENTERLINE OF THE TRANSMISSION LINE RIGHT OF WAY OF THE CENTRAL COLORADO POWER COMPANY FOR THE PURPOSES PROVIDED IN THE ACT OF JUNE 10, 1920 (41 STAT. 1063), AS RESERVED IN UNITED STATES PATENT RECORDED MARCH 3, 1952 IN BOOK 263 AT PAGE 276, AT RECEPTION NO. 178689. 21. ALL THE COAL AND OTHER MINERALS IN THE LANDS SO ENTERED AND PATENTED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE AND REMOVE THE SAME PURSUANT TO THE ACT OF DECEMBER 29, 1916 (39 STAT. 862), AS RESERVED IN UNITED STATES PATENT RECORDED MARCH 3, 1952 IN BOOK 263 AT PAGE 272, AT RECEPTION NO. 178690. SURVEYOR'S NOTES CONTINUED: 22. AN EASEMENT FOR THIRTY FOOT RIGHT OF WAY FOR PRIVATE USE AND INCIDENTAL PURPOSES AS RESERVED IN QUIT CLAIM DEED RECORDED JULY 5, 1951, IN BOOK 259 AT PAGE 190, AT RECEPTION NO. 176573. 23. AN EASEMENT FOR ELECTRIC TRANSMISSION LINES AND TELEPHONE AND TELEGRAPH LINES AND INCIDENTAL PURPOSES AS RESERVED IN AFFIDAVIT RECORDED MARCH 9, 1959 IN BOOK 315 AT PAGE 525, AT RECEPTION NO. 204592. 24 AN EASEMENT FOR INGRESS AND EGRESS, TOGETHER WITH ANY AND ALL GRAZING RIGHTS AND PRIVILEGES AND INCIDENTAL PURPOSES AS RESERVED IN DEED RECORDED JUNE 24, 1965 IN BOOK 367 AT PAGE 185, AT RECEPTION NO. 230466, AND IN DEED RECORDED JUNE 24, 1965 IN BOOK 367 AT PAGE 188, AT RECEPTION NO. 230467. 25 ALL THE COAL AND OTHER MINERALS IN THE LANDS SO ENTERED AND PATENTED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE, AND REMOVE THE SAME PURSUANT TO THE ACT OF DECEMBER 29, 1916 (39 STAT. 862), AS RESERVED IN UNITED STATES PATENT RECORDED MAY 20, 1940 IN BOOK 194 AT PAGE 617, AT RECEPTION NO. 139733. 26. ALL THE COAL AND OTHER MINERALS IN THE LANDS SO ENTERED AND PATENTED, TOGETHER WITH THE RIGHT TO PROSPECT FOR, MINE, AND REMOVE THE SAME PURSUANT TO THE ACT OF DECEMBER 29, 1916 (39 STAT. 862), AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 26, 1952 IN BOOK 263 AT PAGE 231, AT RECEPTION NO. 178627. 27. ALL THE COAL AND OTHER MINERALS IN THE LANDS SO ENTERED AND PATENTED, TOGETHER WITH THE RIGHTS TO PROSPECT FOR, MINE, AND REMOVE THE SAME PURSUANT TO THE ACT OF DECEMBER 29, 1916 (39 STAT. 862), AS RESERVED IN UNITED STATES PATENT RECORDED FEBRUARY 26, 1952 IN BOOK 263 AT PAGE 239 AS RECEPTION NO. 178635. 28. AN EASEMENT FOR NON-EXCLUSIVE EASEMENT AND RIGHT-OF-WAY FOR ROADWAY ACCESS AND INCIDENTAL PURPOSES AS RESERVED IN WARRANTY DEED RECORDED APRIL 19, 1977 IN BOOK 495 AT PAGE 593, AT RECEPTION NO. 277986. 29. AN EASEMENT FOR ROADWAY ACCESS PURPOSES AND INCIDENTAL PURPOSES AS RESERVED IN SPECIAL WARRANTY DEED RECORDED APRIL 19, 1977 IN BOOK 495 AT PAGE 596, AT RECEPTION NO. 277987. 30. AN EASEMENT FOR ROADWAY ACCESS, PIPELINES, AND UTILITIES AND INCIDENTAL PURPOSES AS RESERVED IN DEED RECORDED OCTOBER 4, 1977 AT RECEPTION NO. 281051, AND RECORDED OCTOBER 4, 1977 AT RECEPTION NO. 281052, AND RECORDED NOVEMBER 2, 1977 AT RECEPTION NO. 281588, AND RECORDED NOVEMBER 3, 1977 AT RECEPTION NO. 281622, AND RECORDED JANUARY 6, 1978 AT RECEPTION NO. 282773. 31. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE RESOLUTIONS BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY RECORDED OCTOBER 24, 1980 AT RECEPTION NO. 308660, AND RECORDED JULY 12, 1984 AT RECEPTION NO. 353974, AND RECORDED JULY 12, 1984 AT RECEPTION NO. 353975, AND RECORDED OCTOBER 13, 1987 AT RECEPTION NO. 386620, AND RECORDED DECEMBER 6, 1994 AT RECEPTION NO. 471850, AND RECORDED DECEMBER 13, 1994 AT RECEPTION NO. 472056, AND RECORDED DECEMBER 1, 2000 AT RECEPTION NO. 572999, AND RECORDED JANUARY 15, 2002 AT RECEPTION NO. 595731, AND RECORDED DECEMBER 2, 2003 AT RECEPTION NO. 642016, AND RECORDED DECEMBER 2, 2003 AT RECEPTION NO. 642017, AND RECORDED NOVEMBER 8, 2005 AT RECEPTION NO. 686066, AND RECORDED NOVEMBER 8, 2005 AT RECEPTION NO. 686067, AND RECORDED APRIL 22, 2008 AT RECEPTION NO. 747015, AND RECORDED APRIL 22, 2008 AT RECEPTION NO. RECEPTION NO. 747016. 32. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE RIGHT OF WAY EASEMENT RECORDED NOVEMBER 19, 1984 IN BOOK 660 AT PAGE 166, AT RECEPTION NO. 357370. 33. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE EASEMENT AGREEMENT RECORDED SEPTEMBER 10, 1993 IN BOOK 875 AT PAGE 129, AT RECEPTION NO. 452324, AND RERECORDED FEBRUARY 2, 1994 IN BOOK 891 AT PAGE 668, AT RECEPTION NO. 458816. 34. AN EASEMENT FOR UTILITY LINES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO, AS SET FORTH IN AN INSTRUMENT RECORDED JULY 15, 1994 IN BOOK 908 AT PAGE 836, AT RECEPTION NO. 465897. 35. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE MEMORANDUM OF AGREEMENT ON BOUNDARY LINE RECORDED APRIL 26, 1995 IN BOOK 938 AT PAGE 691, AT RECEPTION NO. 477245. 36. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE TWENTY FOOT EASEMENT FOR ROAD AND UTILITY PURPOSES RECORDED OCTOBER 9, 1967 IN BOOK 388 AT PAGE 331, AT RECEPTION NO. 239151. 37. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE UTILITY RELOCATION AGREEMENT RECORDED SEPTEMBER 08, 1998 IN BOOK 1087 AT PAGE 614, AT RECEPTION NO. 531850. 38. AN EASEMENT FOR UTILITY LINES AND INCIDENTAL PURPOSES GRANTED TO PUBLIC SERVICE COMPANY OF COLORADO, AS SET FORTH IN AN INSTRUMENT RECORDED SEPTEMBER 29, 1998 IN BOOK 1090 AT PAGE 657, AT RECEPTION NO. 532924. 39. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE DIRECTOR'S PARCEL AGREEMENT RECORDED JUNE 4, 2002 IN BOOK 1360 AT PAGE 460, AT RECEPTION NO. 604722, AND CORRECTED DIRECTOR'S PARCEL AGREEMENT RECORDED JUNE 6, 2002 IN BOOK 1361 AT PAGE 102, AT RECEPTION NO. 604872. 40. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE PRE-INCLUSION AND WASTEWATER TREATMENT PLANT DEVELOPMENT AGREEMENT RECORDED AUGUST 30, 2001 IN BOOK 1282 AT PAGE 8, AT RECEPTION NO. 587475. 41. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE EASEMENT AGREEMENT RECORDED JANUARY 18, 2002 IN BOOK 1322 AT PAGE 335, AT RECEPTION NO. 596026. 42. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE MEMORANDUM OF WATER ALLOTMENT CONTRACT RECORDED FEBRUARY 16, 2006 AT RECEPTION NO. 692412. 43. ANY TAX, LIEN, FEE OR ASSESSMENT FOR 2015 AND SUBSEQUENT YEARS, NOT YET DUE AND PAYABLE, BY REASON OF INCLUSION OF SUBJECT PROPERTY IN THE LANDIS CREEK METROPOLITAN DISTRICT NO. 1, AS EVIDENCED BY INSTRUMENT RECORDED APRIL 25, 2008 AT RECEPTION NO. 747386, AND RECORDED APRIL 25, 2008 AT RECEPTION NO. 747387, AND RECORDED APRIL 25, 2008 AT RECEPTION NO. 747388. 44. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE EASEMENT GRANT RECORDED JULY 22, 2010 AT RECEPTION NO. 788884. 45. AN EASEMENT FOR TO ALLOW ACCESS TO THE SPRING AND INCIDENTAL PURPOSES GRANTED TO LOUIS LAGIGLIA, AS SET FORTH IN AN INSTRUMENT RECORDED OCTOBER 21, 2010 AT RECEPTION NO. 793242. 46. EASEMENTS, NOTES, COVENANTS, RESTRICTIONS AND RIGHTS-OF-WAY AS SHOWN ON THE SPRING VALLEY RANCH PHASE 1, FINAL PLAT, RECORDED OCTOBER 21, 2010 AT RECEPTION NO. 793243, AND FIRST AMENDED PLAT THEREOF RECORDED DECEMBER 5, 2012 AT RECEPTION NO. 828064. RESOLUTION NO. 2017-31 IN CONNECTION THEREWITH RECORDED JULY 19, 2017 AT RECEPTION NO. 894968. 47. COVENANTS, CONDITIONS, RESTRICTIONS AND PROVISIONS AS SET FORTH IN MASTER DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR SPRING VALLEY RANCH P.U.D. RECORDED OCTOBER 21, 2010 AT RECEPTION NO. 793245, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN, AND ANY AND ALL AMENDMENTS, ASSIGNMENTS, OR ANNEXATIONS THERETO. 48. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS AND AGREEMENTS AS SET FORTH IN THE EASEMENT GRANT RECORDED OCTOBER 21, 2010 AT RECEPTION NO. 793246. 49. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE DEVELOPMENT AGREEMENT RECORDED OCTOBER 21, 2010 AT RECEPTION NO. 793248, AND FIRST AMENDMENT THERETO RECORDED DECEMBER 5, 2012 AT RECEPTION NO. 828067. 50. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE WELLS SHARING AGREEMENT RECORDED DECEMBER 5, 2011 AT RECEPTION NO. 811551. 51. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE QUIT CLAIM DEED RECORDED DECEMBER 5, 2012 AT RECEPTION NO. 828063. 52. EASEMENTS, NOTES, COVENANTS, RESTRICTIONS AND RIGHTS-OF-WAY AS SHOWN ON THE SPRING VALLEY RANCH PHASING MAP, RECORDED DECEMBER 5, 2012 AT RECEPTION NO. 828065. 53. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE RESOLUTION NO. 2012-95 RECORDED DECEMBER 5, 2012 AT RECEPTION NO. 828066. 54. ANY TAX, LIEN, FEE OR ASSESSMENT FOR 2015 AND SUBSEQUENT YEARS, NOT YET DUE AND PAYABLE, BY REASON OF INCLUSION OF SUBJECT PROPERTY IN THE BASALT WATER CONSERVANCY DISTRICT, AS EVIDENCED BY INSTRUMENT RECORDED FEBRUARY 19, 2013 AT RECEPTION NO. 831499. 55. AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES AND INCIDENTAL PURPOSES AS RESERVED IN QUIT CLAIM DEED RECORDED JULY 19, 2017 AT RECEPTION NO. 894962. 56. TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS AND AGREEMENTS AS SET FORTH IN THE AMENDED AND RESTATED DEVELOPMENT AGREEMENT RECORDED JULY 19, 2017 AT RECEPTION NO. 894969. 57. RIGHTS OF KISS CAPITAL GROUP LLC, AS TENANT ONLY, UNDER THAT CERTAIN LEASE DATED JUNE 30, 2015, BETWEEN SPRING VALLEY HOLDINGS, LLC, AS LANDLORD, AND KISS CAPITAL GROUP LLC, AS TENANT. 09/23/22 COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYO R JAS O N R . N E I L 37935 S S S S S O E O E O E O E O E O E OE OE OE O E O E O E O E O E O E O E O E O E SECT. 20 SECT. 21 SECT. 29 SECT. 28 SECT. 22 SECT. 23 SECT. 26 SECT. 32 SECT. 33 SECT. 34 35 OE O E O E O E N 89°57'15" E 2703.26'N 89°57'09" E 2637.87'N 89°58'17" E 2638.56' S 0 0 ° 0 1 ' 1 9 " E 2 6 4 7 . 5 8 ' S 0 0 ° 0 5 ' 2 3 " E 5 2 7 7 . 4 6 ' S 0 0 ° 0 0 ' 4 9 " W 5 5 2 9 . 9 4 ' S 0 0 ° 0 0 ' 0 9 " E 13 1 2 . 3 6 ' N 89°55'46" E 1317.67' S 89°58'46" E 1320.64' S 89°59'40" E 1318.39' S 84°41'15" W 1292.34'L1 N 89°53'31" W 1611.72' L2 N 89°14'59" W 2647.44'N 89°17'11" W 1319.72' S 0 0 ° 0 5 ' 5 8 " E 2 4 6 6 . 0 4 ' S 89°51'39" W 1389.27' N 88°27'45" W 2511.99'N 88°27'28" W 1112.41'N 0 1 ° 5 6 ' 2 5 " E 83 8 . 1 5 ' N 89°14'27" W 1072.10'C1N 89°48'27" W 1081.70' C2 N 88°25'04" W 886.82' C 3 C 4 C 5 C6 C7 C8 N 0 0 ° 3 4 ' 2 6 " E 2 1 6 5 . 0 3 ' N 0 0 ° 0 4 ' 1 2 " E 2 6 3 2 . 8 8 ' N 0 0 ° 0 6 ' 3 1 " W 16 3 0 . 9 3 ' S 88°16'08" E 2627.19' S 88°15'48" E 2625.91' N 0 0 ° 0 0 ' 1 4 " W 2 6 3 1 . 7 7 ' N 0 0 ° 0 1 ' 4 7 " E 10 4 7 . 9 9 ' N 0 0 ° 0 1 ' 4 7 " E 97 7 . 1 5 ' N 89°51'07" E 1323.59' S 0 0 ° 0 1 ' 4 9 " E 15 4 0 . 5 0 ' S 89°58'25" W 1323.59' N 0 0 ° 0 1 ' 4 9 " W 15 3 7 . 7 0 ' L 3 L4 L5 L 6 L7 L8 L9 L10 L21 L2 2 L2 3 L24 L2 5 L26 L2 7 S 0 0 ° 0 9 ' 2 5 " W 26 3 3 . 7 9 ' SECT. 16 SECT. 15 UTILITY EASEMENT PER BK 908 PG 836 REC. NO. 465897 75' UTILITY EASEMENT PER BK 1090 PG 657 REC. NO. 532924 GOV'T LOT 14 60' TEMPORARY EMERGENCY ACCESS AND UTILITY EASEMENT (IN PLAT PROCESS) TEMPORARY WELL & WATER EASEMENT (IN PLAT PROCESS) PHASE 2 BOUNDARY (IN PLAT PROCESS) 30' TEMPORARY SEWER EASEMENT (IN PLAT PROCESS) 30' WATER EASEMENT (IN PLAT PROCESS) GOV'T LOT 4 SECT. 14 MIDDLE EXCEPTION PARCEL FND 1.75" ALUMINUM CAP, PLS 5933 1996; T6SR88W SEC 17, 12, 19, 20; 0.5' ABOVE GROUND (POINT OF BEGINNING FOR PARCEL 1) SECT. 27 EAST EXCEPTION PARCEL 67.91 ACRES± X XX X OE X FND 5 8" REBAR WITH 3.25" ALUMINUM CAP, PLS 15710; 1 16 SEC. 10 & 15 FND US GLO BRASS CAP; 1 4 SEC. 10 & 15 FND 5 8" REBAR WITH 3.25" ALUMINUM CAP, PLS 15710; N 1 16 SEC. 14 & 15 FND 5 8" REBAR WITH 3.25" ALUMINUM CAP, PLS 15710; NW 1 16 SEC. 14 (0.20' ABOVE GROUND) FND 5 8" REBAR WITH 2.5" ALUMINUM CAP, PLS 5933; 1 16 SEC. 14 BEARS S62°46'08"W 4.04' FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; W 1 16 SEC. 14 & 23 (0.15' ABOVE GROUND) FND USGLO 1 4 SEC. 14 & 23 FND 1" IRON POST WITH 2" BRASS CAP, USGLO 1924, 1 4 SEC. 26 & 28 (0.70' ABOVE GROUND) FND USGLO BRASS CAP, 1 4 SEC. 26 FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, LOT 13 & 14 FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933 FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933, LOT 7 & 14 FND 2" PIPE WITH 2.5" BRASS CAP, 1914; CORNER SEC 27, 26, 34 & 33, 2' ABOVE GROUND FND 1" PIPE WITH 2" BRASS CAP, GLO; 1/4 SEC 27 & 34, 1' ABOVE GROUND FND 5/8" REBAR 1.5" ALUMINUM CAP, PLS 5933; W 1 16 SEC 34 O E X X FND IRON PIPE WITH 2.5" BRASS CAP, USGLO ; 1 4 SEC. 15&16 1924 (0.6' ABOVE GROUND) FND 5/8" REBAR 1.5" ALUMINUM CAP, PLS 5933 1997; CW 1 16 SEC 34 FND 5/8" REBAR 1.5" ALUMINUM CAP, PLS 5933 1996; 1 4 SEC 33 & 34 FND 2.5" ALUMINUM CAP, T6SR88W CEN SEC 33 1 4 GARFIELD 1977 ;(1.6' ABOVE GROUND) FND 5/8" REBAR 2.5" ALUMINUM CAP, 6SR88W CEN SEC 33 1 4 GARFIELD 1977; (1.6' ABOVE GROUND) FND 2" IRON PIPE WITH 2.5" BRASS CAP; T6SR88W SEC. 20-16 & 15; USGLO 1924; 0.80' ABOVE GROUND FND 5/8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; 1 4 SEC 17 & 20; 0.80' ABOVE GROUND FND 1.75" ALUMINUM CAP, PLS 5933 1997; T6SR88W SEC 19, 20; 0.2' ABOVE GROUND FND ALUMINUM CAP, PLS 5933; SEC 19, 20 L2-3; 0.36' ABOVE GROUND FND ALUMINUM CAP, PLS 5933; L1-14; 0.4' ABOVE GROUND FND ALUMINUM CAP, PLS 28036 FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 27929; 0.15' ABOVE GROUND FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 27929; 0.2' ABOVE GROUND FND 5 8" REBAR BENT FND 5 8" REBAR WITH 1.5" ALUMINUM CAP ILLEGIBLE BENT; 0.3' ABOVE GROUND FND 5 8" REBAR; 0.06' ABOVE GROUND FND 5 8" REBAR BENT FND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933 FND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; BENT FND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; 0.08' BELOW GROUND FND 5 8" REBAR; 0.05' BELOW GROUND FND 5 8" REBAR; 0.05' BELOW GROUND FND 5 8" REBAR PLS 5933 BENT; 0.05' BELOW GROUND FND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; FLUSH FND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; 0.08' ABOVE GROUND FND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; 0.12' ABOVE GROUND FND 5 8" REBAR WITH 2.5" ALUMINUM CAP T6SR88W L3-44-5 SEC 32 GARFIELD COUNTY 1977 W.C.; 0.55' ABOVE GROUND FND 1" REBAR WITH 1.75" ALUMINUM CAP, PLS 5933; C 1 16 SEC. 15 1977 (2' ABOVE GROUND) FND 1.75" ALUMINUM CAP, PLS 5933 1997; SW 1 16 SEC. 15 FND 5/8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; (0.15' ABOVE GROUND) FND 1.75" ALUMINUM CAP, PLS 5933 1997; S 1 16 SEC. 15 & 16; 0.5' ABOVE GROUND FND 5/8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; (0.10' ABOVE GROUND) FND 5/8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; (0.5' ABOVE GROUND) W W W W WELL 03-2A SEE BOUNDARY DETAIL #2 (SHEET 3) FND 3.5" ALUMINUM CAP, PLS 15710 1994; NE 1 16 SEC. 15 & 16; 0.1' ABOVE GROUND N 1 3 ° 1 8 ' 1 3 " E 15 3 1 . 4 8 ' 30' SEWER EASEMENTS PER REC. NO. 794921 FND 2" PIPE WITH 2.5" BRASS CAP 1924 US GLO; S 9, 10, 15 & 16 T6SR88W; 1' ABOVE GROUND S 89°59'36" E 1318.31' FND 1" PIPE WITH 2.5" BRASS CAP 1924 US GLO; 1 4 S 9 & 16 T6SR88W; 1' ABOVE GROUND N 88°18'52" W 1429.59' FND 5 8" REBAR WITH 2" ALUMINUM CAP, PLS 5933; S 1 16 S 1, 16 & 17; 1.2' ABOVE GROUND FND IRON PIPE WITH 2.5" BRASS CAP USGLO, 1 4 S 17; 1' ABOVE GROUND GOV'T LOT 6 GOV'T LOT 5 X X X S 0 0 ° 0 1 ' 3 4 " W 13 1 2 . 9 4 ' FND 2" BAR 2.5" ALUMINUM CAP, 1977 GARCO SUR L5, L6, L7 SEC 33 T6SR88W; (0.86' ABOVE GROUND) FND 5 8" REBAR WITH 1.5" ALUMINUM CAP ILLEGIBLE; 0.35' BELOW GROUND OSR PARCEL-B OE PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) 20' ELECTRIC EASEMENT PER REC. # 357370 N 4 2 ° 2 7 ' 2 4 " W 1 0 9 4 9 . 4 7 ' ( B A S I S O F B E A R I N G ) FENCE (TYPICAL) PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) SEE DETAILS ON PAGE 4 20' ELECTRIC EASEMENT PER PLAT REC. # 793243 20' ELECTRIC EASEMENT PER PLAT REC. # 793243 OUT PARCEL 33.49 ACRES± FND IRON PIPE WITH 2.5" BRASS CAP T6SR88W SEC 8, 9 & 16; 0.9' ABOVE GROUND FND IRON PIPE WITH 2.5" BRASS CAP T6SR88W SEC 16 & 17; 0.9' ABOVE GROUND SEE BOUNDARY DETAIL #1 (SHEET 3) OUT PARCEL 46.77 ACRES± 2.5" GLO BRASS CAPS (TYPICAL)SECTION LINES (TYPICAL) SEE SHEET 6 FOR DETAILS 30' LANDIS CREEK ROAD EASEMENT PER BK 259 PG 190 & BK 489 PG 531 SEE DETAILS ON PAGE 5 X X X XXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X XXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) 60' ACCESS EASEMENT FOR CR 115 PER PLAT REC. 793243 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX XXX SEE SHEET 5 FOR DETAILS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X POND HOPKINS RESERVOIR GAMBA 6 GAMBA 5 HOPKINS SPRING #2 HOPKINS SPRING #1 GAMBA 4 GAMBA 3 GAMBA 8-2002 POND GAMBA 2 GA03-3 SV-10 SV-9 SV-8 GAMBA 1 GAMBA 1A EXISTING ROADS, TRAILS & WATERWAYS PREPARED BY OTHERS FROM AERIAL MAPPING LANDIS CREEK CONSOLIDATED ALTERNATE POINT OF DIVERSION KENDALL AND STRICKLETT DITCH LANDIS DITCHES NO,'S1 ADN 2 O.K. DITCH FORKER AND GIBSON DITCH FRANK CHAPMAN DITCH(AS NOTED ON PREVIOUS SURVEY) BR HOPKINS SPRING FISH POND WELL 03-2 WELL 03-1 WELL (TYP.) SPRING VALLEY RANCH 5908.43 ACRES± X X X X X SHAKEY LAKE O E O E O E CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 ARC LENGTH 128.96 241.95 53.26 561.69 483.40 278.53 136.11 207.45 39.09 250.87 RADIUS 190.01 9975.00 30.00 715.00 1853.11 544.29 777.56 934.49 55.23 5288.82 DELTA ANGLE 38°53'09" 1°23'23" 101°43'17" 45°00'39" 14°56'46" 29°19'12" 10°01'45" 12°43'09" 40°33'24" 2°43'04" CHORD BEARING N70°21'51"W S89°06'46"E S37°33'26"E N09°12'07"W N39°10'49"W N61°18'49"W S70°57'32"E S59°35'05"E S25°28'41"W S73°59'48"E CHORD LENGTH 126.49 241.94 46.54 547.36 482.03 275.50 135.93 207.03 38.28 250.84 LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 BEARING N00°21'37"E S00°00'14"W N46°39'12"W N75°58'25"W N65°56'40"W N53°13'30"W N00°30'27"E N90°00'00"W N00°32'35"E S89°32'20"E S50°51'48"E S57°58'21"E S57°58'21"E S33°33'03"E S81°36'23"E S81°42'23"E N05°12'20"E S81°42'37"E N21°00'23"W N21°00'23"W N72°38'16"W N01°51'02"E N00°08'04"W N89°16'47"E N03°35'47"E N88°27'52"W N00°01'20"W DISTANCE 372.49 525.17 512.11 274.72 288.79 363.38 619.90 65.41 431.30 431.36 497.50 57.39 305.00 149.53 135.95 302.25 149.94 123.19 884.46 73.63 1244.87 490.79 340.70 334.10 252.06 349.87 344.80 C9 C10 L 1 1 L12 L1 3 L 1 4 L15 L16 L1 7 L18 L 1 9 L 2 0 FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; BENT FND 5 8" REBAR WITH 1.25" RED PLASTIC CAP, PLS 27929; FLUSH FND 5 8" REBAR; 0.15' ABOVE GROUND FND 5 8" REBAR; ILLEGIBLE FND 5 8" REBAR; 0.10' ABOVE GROUND FND 5 8" REBAR, ILLEGIBLE; 0.10' ABOVE GROUND FND 5 8" REBAR; ILLEGIBLE FND 5 8" REBAR FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 28036; 0.8' ABOVE GROUND 60' TEMPORARY EMERGENCY ACCESS AND UTILITY EASEMENT (IN PLAT PROCESS) CR 11 5 PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933 L24 L2 5 L26 OUTHOUSE FND IRON PIPE WITH 2.5" BRASS CAP T6SR88W SEC 16 & 17; 0.9' ABOVE GROUND FENCE TYP.) GATE TRAIL FND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; FLUSH FND 5 8" REBARFND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; FLUSH BOOK 795 PAGE 980 NOT A PART X 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 THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k S u r v ey i ng, Inc. Es t . 2 0 0 7 21054 3 OF 7 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST GARFIELD COUNTY, COLORADO JG JRN 09/23/2022 154 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e a k S u r v e y i n g , I n c . 01200 1200 2400 4800600 BOUNDARY DETAIL #2 SCALE: 1" = 200' BOUNDARY DETAIL #1 SCALE: 1" = 100' 09/23/22 COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYOR JAS O N R . N E I L 37935 SUBJECT PROPERTY VICINITY MAP SCALE: 1" = 10,000' N 0 0 ° 3 4 ' 2 6 " E 2 1 6 5 . 0 3 ' C9 C10 L8 L9 L10 L 1 1 L12 L1 3 L 1 4 L15 L16 L1 7 L18 L 1 9 L 2 0 L21 S 88°09'03" E 557.11' S 0 1 ° 0 9 ' 2 8 " W 34 6 . 3 2 ' FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; BENT FND 5 8" REBAR WITH 1.25" RED PLASTIC CAP, PLS 27929; FLUSH FND 5 8" REBAR; 0.15' ABOVE GROUND FND 5 8" REBAR; ILLEGIBLE FND 5 8" REBAR; 0.10' ABOVE GROUND FND 5 8" REBAR, ILLEGIBLE; 0.10' ABOVE GROUND FND 5 8" REBAR; ILLEGIBLE FND 5 8" REBAR FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 28036; 0.8' ABOVE GROUND 20' ELECTRIC EASEMENT PER PLAT REC. 793243 20' WATER EASEMENT PER REC. #788884, #793242 AND PLAT REC. # 793243 20' ROAD & UTILITY EASEMENT PER BK 388, PG 331 PLAT REC. # 793243 20' ELECTRIC EASEMENT PER PLAT REC. # 793243 OSR PARCEL-B 115,776.46 SQ. FT.± 2.65 ACRES± W W WELL SV#3 I IRRIGATION RISER (TYP.) FENCE (TYP.) 20' WATER EASEMENT PER REC. #788884 AND PLAT REC. # 793243 20' ELECTRIC EASEMENT PER REC. # 357370 S 72° 1 8 ' 2 4 " E 158.7 0 ' S 4 6 ° 4 5 ' 1 0 " E 2 3 5 . 6 4 ' FENCE (TYP.) CR 11 5 FND 5 8" REBAR; 0.3' ABOVE GROUND FND 5 8" REBAR; 0.25' ABOVE GROUND POWER POLE & GUY WIRE ANCHORS (TYP.) POWER POLE WITH SWITCH BOX FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; 0.15' ABOVE GROUND FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; FLUSH S 82°52'22" W 323.76' S 0 4 ° 1 8 ' 3 5 " E 37 4 . 9 5 ' S 0 5 ° 3 6 ' 4 2 " E 5 3 8 . 9 1 ' S 0 5 ° 0 8 ' 0 9 " E 5 8 0 . 1 6 ' N 58 ° 0 3 ' 4 0 " E 625. 3 6 ' N 74°53'28" W 35.87' S 6 6 ° 5 9 ' 3 5 " E 380 . 1 9 ' N 50°53'55" W 27.02' N 25°54'08" W 19.09' N 14°45'31" W 57.78' N 00°37'24" W 148.37' N 88°48'28" W 25.57' N 00°01'52" E 69.06' N 89°58'08" W 101.60' N 13°45'40" W 111.74' N 59° 3 0 ' 3 5 " E 216.3 3 ' S 4 2 ° 1 6 ' 1 9 " E 1 5 4 . 2 0 ' N 54 ° 1 0 ' 4 1 " E 185. 5 4 ' N 89°58'08" E 327.05' N 0 0 ° 0 1 ' 5 2 " E 11 4 . 3 1 ' S 72° 1 8 ' 2 4 " E 264.9 9 ' FND 5 8" REBARS; ALL 3 BENT FENCE (TYP.) AND GATE FND 5 8" REBAR; BOTH 0.10' BELOW GROUND FND 5 8" REBAR; 0.5' ABOVE GROUND OVERHEAD ELECTRIC (TYP.) FND 5 8" REBAR FND 5 8" REBAR WITH 1.25" PLASTIC CAP, ILLEGIBLE; 0.1' ABOVE GROUND FND 5 8" REBAR WITH 1.25" PLASTIC CAP, ILLEGIBLE; 0.25' ABOVE GROUND FND 5 8" REBAR WITH 1.25" PLASTIC CAP, ILLEGIBLE; 0.35' ABOVE GROUND FND 5 8" REBAR WITH 1.25" PLASTIC CAP, ILLEGIBLE; 0.2' ABOVE GROUND FND 5 8" REBAR WITH 1.2" ALUMINUM CAP, PLS 10732; 0.25' ABOVE GROUND FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, ILLEGIBLE; 0.2' BELOW GROUND FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 10732; 0.25' ABOVE GROUND DILAPIDATED LEAN TO CONCRETE DIVERSION BOX AND GATE VALVE GATES FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933; 0.1' ABOVE GROUND, 1' WITNESS CORNER FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 10732; 0.1' UNDER GROUND FND ALUMINUM CAP, PLS 28036 60' TEMPORARY EMERGENCY ACCESS AND UTILITY EASEMENT (IN PLAT PROCESS) CR 11 5 PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 5933 FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 27929; 0.15' ABOVE GROUND PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) FND 5 8" REBAR WITH 1.5" ALUMINUM CAP, PLS 27929; 0.2' ABOVE GROUND FND 5 8" REBAR BENT PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) C11 S 79°52'5 6 " E 121.04'S 79°52'0 5 " E 331.86' C12 S 5 9 ° 2 2 ' 5 7 " E 21 7 . 3 0 ' C 1 3 S 2 3 ° 4 4 ' 5 7 " E 7 3 . 6 6 ' C 1 4 C1 5 C 1 6 N 13°45'40" W 111.74' CLOTHES LINE X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE OE OE OE O E O E O E O E O E O E O E OE OE OE OE OE OE OE OE OE OE OE OE 60' ACCESS EASEMENT FOR CR 115 PER PLAT REC. 793243 C R 1 1 5 OUT PARCEL MIDDLE EXCEPTION 33.49 ACRES ± WELL SV #1 20' ELECTRIC EASEMENT PER PLAT REC. 793243 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE O E O E O E OE O E O E O E OE OE OE OE O E O E O E O E O E O E O E O E O E O E O E O E O E O E O E X X X X X SEE RANCH HOUSE AND BUILDING DETAILS ON SHEET 6 X X X X BR HOPKINS SPRING DITCH FLOW LINE (TYPICAL) CURVE TABLE CURVE # C11 C12 C13 C14 C15 C16 ARC LENGTH 378.35 311.06 653.84 163.87 154.94 121.81 RADIUS 5348.82 870.00 1051.34 993.47 347.41 826.12 DELTA ANGLE 4°03'10" 20°29'09" 35°37'59" 9°27'03" 25°33'11" 8°26'53" CHORD BEARING S77°50'31"E S69°37'31"E S41°33'58"E S28°28'28"E S59°31'48"E S50°58'37"E CHORD LENGTH 378.27 309.41 643.36 163.68 153.66 121.70 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 THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k S u r v ey i ng, Inc. Es t . 2 0 0 7 21054 4 OF 7 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST GARFIELD COUNTY, COLORADO JG JRN 09/23/2022 154 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e a k S u r v e y i n g , I n c . 0200 200 400 800100 09/23/22 COL O R A D O L I CE N S E D P R O F E S SIONAL L A N D S U RVEYOR JAS O N R . N E I L 37935 FND 5 8" REBAR WITH 1.25" PLASTIC CAP, ILLEGIBLE; 0.2' ABOVE GROUND GATES GATE E POWER POLE AND ELECTRIC METER TELECOM PEDESTAL (TYPICAL) X X X X X XX X X X XXXX X X X X X X X X X X X X X X X X X X X X X OE OE 60' ACCESS EASEMENT FOR CR 115 PER PLAT REC. 793243 C R 1 1 5 C R 1 1 5 C R 1 1 5 12" CMP MAIL BOX MB 12" CMP 18" CMP GATE - RED CANYON RANCH FENCE (TYPICAL) EAST EXCEPTION PARCEL 67.91 ACRES± SEE HOUSE DETAIL (SHEET 5) 20' ELECTRIC EASEMENT PER REC. # 357370 FENCE (TYP.) OVERHEAD ELECTRIC LINES (TYP.) MAIL BOX MB FND 5 8" REBAR WITH 1.5" ALUMINUM CAP PLS 5933; 0.25' ABOVE GROUND FND 5 8" REBAR WITH 1.25" RED PLASTIC CAP, PLS 5447; FLUSH FND 5 8" REBAR WITH 1.25" YELLOW PLASTIC CAP, PLS 15710; 0.3' ABOVE GROUND FND SPIKE FND 5 8" REBAR; 0.15' ABOVE GROUND GATE FND 5 8" REBAR WITH 1.25" RED PLASTIC CAP, ILLEGIBLE; FLUSH SECTION 28 FND 2" ALUMINUM CAP PLS 5933, T6SR88W SEC 28 & 33 1996; 0.5' ABOVE GROUND N 86°11'11" W 829.98'N 88°33'19" W 1084.25' N 0 1 ° 0 0 ' 2 8 " E 25 6 8 . 6 4 ' N 0 1 ° 0 1 ' 1 2 " E 69 1 . 6 5 ' C 1 7 S 2 2 ° 1 0 ' 5 8 " E 3 0 7 . 6 2 ' C 1 8 C 1 9 C 2 0 S 3 4 ° 0 0 ' 0 6 " E 1 1 5 2 . 9 1 ' C 2 1 26.4' 27.1' 22 . 2 ' GARAGE HOUSE DECK 29 . 5 ' BOUNDARY AS PER EXISTING PINS AND CAPS 34.5 24.8 BOUNDARY AS PER LEGAL DESCRIPTIONS X X X X X X X X X X X X X LOG HOUSE 26.2 ' FENCE N 2 2 ° 1 4 ' 3 8 " E 12 9 9 . 0 0 ' NORTH QUARTER CORNER OF SECTION 27 N 2 3 ° 2 5 ' 4 2 " E 12 6 5 . 7 7 ' N 1 9 ° 3 5 ' 5 9 " E 11 5 9 . 0 8 ' 9 . 0 ' HEN HOUSE 41.6' 2 0 . 8 ' 15.8' 1 7 . 6 ' LOG BUNK HOUSE HOPKINS HOMESTEAD AREA CURVE TABLE CURVE # C17 C18 C19 C20 C21 ARC LENGTH 435.58 392.87 211.30 1221.21 173.02 RADIUS 594.56 1421.75 370.00 2437.42 430.00 DELTA ANGLE 41°58'32" 15°49'57" 32°43'13" 28°42'24" 23°03'17" CHORD BEARING S43°10'13"E S30°05'56"E S21°39'18"E S19°38'54"E S45°31'45"E CHORD LENGTH 425.91 391.62 208.44 1208.48 171.86 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 THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k S u r v ey i ng, Inc. Es t . 2 0 0 7 21054 5 OF 7 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST GARFIELD COUNTY, COLORADO JG JRN 09/23/2022 154 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e ak S u r v e y i n g , I n c . 0200 200 400 800100 HOUSE DETAIL #2 SCALE: 1" = 20' HOPKINS HOMESTEAD DETAIL AREA SCALE: 1" = 20' 09/23/22 COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYO R JAS O N R . N E I L 37935 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OE O E O E O E OE OE O E O E OE OE OE OE O E O E O E O E O E X X X WV WATER STORAGE TANK YARD HYDRANT STABLE 86 . 3 ' 23.7 ' 15 6 . 4 ' STABLE STABLE 24.6 ' 52.7 ' 2 3 . 7 ' FENCE (TYP.)SILOS OLD COAL SHED 10'X10' 31.5' 26 . 4 ' CABIN WATER LINE (TYPICAL) 20' WATER EASEMENT PER REC. #788884, #793242 AND PLAT REC. # 793243 OVERHEAD ELECTRIC (TYP.) POWER POLE (TYP.) RAN C H A C C E S S R O A D RA N C H A C C E S S R O A D R A N C H A C C E S S R O A D GRAVEL PARKING SHEDS GARAGE 54.3' 1 3 . 2 ' 9 . 3 ' 18.3' 2 2 . 0 ' 15.3' FUEL TANK LP TANK 5 6 . 5 ' 27.2' POOL SCREEN PORCH 1 8 . 3 ' 12.1 ' SHED 11.4 ' 1 2 . 7 ' 4000 COUNTY ROAD 115 RANCH HOUSE POWER POLE & OVERHEAD ELECTRIC RA N C H A C C E S S R O A D DR I V E W A Y 20' ROAD & UTILITY EASEMENT PER BK 388, PG 331 PLAT REC. # 793243 PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) PHASE 1 BOUNDARY PER PLAT REC. 793243 (CROSS HATCHED) WISCONSIN CABIN 33.9' 2 0 . 4 ' OUTHOUSE 3.8' X 3.8' X X X X X X X X X X X X X X X ACCESS ROAD N 0 0 ° 0 5 ' 3 3 " W 95 . 8 9 ' N 0 0 ° 0 1 ' 4 3 " W 10 0 . 2 9 ' S 3 8 ° 5 8 ' 4 8 " E 3 0 . 6 7 ' FENCE N 84°14'21" E 960.12'TIE TO NORTH QUARTER CORNER OF SECTION 15 NORTH PROPERTY LINE 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 THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k S u r v ey i ng, Inc. Es t . 2 0 0 7 21054 6 OF 7 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST GARFIELD COUNTY, COLORADO JG JRN 09/23/2022 154 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e a k S u r v e y i n g , I n c . 060 60 120 48030 RANCH HOUSE AND BUILDING DETAIL AREA SCALE: 1" = 60' WISCONSIN CABIN DETAIL AREA SCALE: 1" = 20' 09/23/22 COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYOR JAS O N R . NE I L 37935 PARCEL 218710300956 U.S. FOREST SERVICE P.O. BOX 948 GLENWOOD SPRINGSPARCEL 218710300956 U.S. FOREST SERVICE P.O. BOX 948 GLENWOOD SPRINGS PARCEL 218716200061 KEVIN COMBS/ROBERT & JULIA SPAHR 907 TOPLER RIDGE COURT GRAND JUNCTION, CO 81505 PARCEL 218717400955 BUREAU OF LAND MANAGEMENT 2300 RIVER FRONTAGE RD. SILT, CO 81652 PARCEL 218717400955 BUREAU OF LAND MANAGEMENT 2300 RIVER FRONTAGE RD. SILT, CO 81652 PARCEL 218717400955 BUREAU OF LAND MANAGEMENT 2300 RIVER FRONTAGE RD. SILT, CO 81652 PARCEL 218715100120 ROBERT & TERESA PECKHAM 3001 SOPRIS AVENUE GLENWOOD SPRINGS, CO 81601 PARCEL 218715100119 ROBERT & RICHARD PECKHAM 6409 JORDAN DRIVE LOVELAND, CO 80537 PARCEL 218714200114 WAYNE RUDD 132 PARK AVENUE BASALT, CO 81621 PARCEL 218714100066 BWI FINANCIAL LLC 5401 E. INDEPENDENCE BLVD. CHARLOTTE, NC 28212 PARCEL 218724200103 BWI FINANCIAL LLC 5401 E. INDEPENDENCE BLVD. CHARLOTTE, NC 28212 PARCEL 218723100019 LAWRENCE & MIRIAM FENNELL 4652 OAK ALLEY KERRVILLE, TX 78028 PARCEL 218723400018 JOHN & ALLISON PATILLO PO BOX 903 BASALT, CO 81621 PARCEL 218723400017 SAMUEL & ERIN ROSSSABI 365 MULBERY CIRCLE BROOMFIELD, CO 80020 PARCEL 218723400017 SAMUEL & ERIN ROSSSABI 365 MULBERY CIRCLE BROOMFIELD, CO 80020 PARCEL 218726300953 BUREAU OF LAND MANAGEMENT 2300 RIVER FRONTAGE ROAD SILT, CO 81652 PARCEL 218735200050 J & S NIESLANIK LLLP 3118 GRAND AVENUE GLENWOOD SPRINGS, CO 81601 PARCEL 218735200050 J & S NIESLANIK LLLP 3118 GRAND AVENUE GLENWOOD SPRINGS, CO 81601 PARCEL 218735100012 ROSSI, PAULETTE IRREVOCABLE TRUST 17 REDSTONE DRIVE NEW CASTLE, CO 81647 PARCEL 218726400013 CARLOS CARDENAS 5910 W. WASHINGTON BLVD. MILWAUKEE, WI 56208 PARCEL 218726400029 KEVIN MILNER PO BOX 302 GLENWOOD SPRINGS, CO 81602 PARCEL 218726100030 OLIVIA MCGILL 25830 HUNTER LANE KATY, TX 77494 PARCEL 218715300063 FARNUM, GRANVILLE W REVOCABLE TRUST & FA PO BOX 954 GLENWOOD SPRINGS, CO 81602 PARCEL 218719100951 BUREAU OF LAND MANAGEMENT 2300 RIVER FRONTAGE RD. SILT, CO 81652 PARCEL 218720300118 JOY KOR TRUST & PAUL MEYERS TRUST 3537 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729200151 ELI BAR RANCH LLC 3154 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729200079 STEPHEN, SCOTT & LYDIA FREDERICK 3720 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729200078 SETH & HELEN ANDERSON 3722 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729200077 JULIE & BEN BIELENBERG 3724 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729100043 DONNALYNE LAGIGLIA 4002 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729200109 LINDA & DONALD HELMICH 4006 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729200110 JAMES AUSTIN 3726 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729200044 MICHAEL & CHRISTINE SULLIVAN 3780 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729200149 STEVE & HEATHER FINLEY 22875 SOMEDAY WAY BEND, OR 97701 PARCEL 218729300088 JOHN & SANDRA ANDERSON 1332 COUNTY ROAD 119 GLENWOOD SPRINGS, CO 81601 PARCEL 218729300133 SAMUEL & BEVERLY BRYAN PO BOX 327 GLENWOOD SPRINGS, CO 81602 PARCEL 218732200096 SAMUEL & BEVERLY BRYAN PO BOX 327 GLENWOOD SPRINGS, CO 81602 PARCEL 218732200094 SAGEBRUSH ENTERPRISES LLC 51400 COUNTY ROAD 119 BRISTOL, IN 46507 PARCEL 218732100099 ROBERT & MICHELET BACON 1890 SPRUCE CREEK CIRCLE N PORT ORANGE, FL 32128 PARCEL 218733300153 BERKELEY FAMILY LIMITED PARTNERSHIP 1302 WAUGH DRIVE #684 HOUSTON, TX 77019 PARCEL 218734200049 LOIS VELTUS 6651 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218734200095 RAUN & GAYLE SAMUELSON PO BOX 297 GLENWOOD SPRINGS, CO 81602 PARCEL 218734300083 COLORADO MOUNTAIN JUNIOR COLLEGE DISTRICT 802 GRAND AVENUE GLENWOOD SPRINGS, CO 81601PARCEL 218733400107 BERKELEY FAMILY, LLP 1302 WAUGH DRIVE #684 HOUSTON, TX 77019 PARCEL 218733300153 BERKELEY FAMILY LIMITED PARTNERSHIP 1302 WAUGH DRIVE #684 HOUSTON, TX 77019 PARCEL 218733100152 SPRING VALLEY HOLDINGS LLC 2600 S. OAKHURST COURT #14 GLENWOOD SPRINGS, CO 81601 PARCEL 218728300123 KRISTIN SHANNON 6000 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218728300124 DEBRA & JOHN KELLER 5000 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218728300126 LANDA BARRAGAN & JOSE MANUEL 5033 COUNTY ROAD 335 #124 NEW CASTLE, CO 81647 PARCEL 218728300125 GAMBOA CRUZ & FAVIOLA & ESTRAD DEL CARMEN 5050 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218728200121 RACHEL CORSON 4890 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218728200122 GREGORY WILL & SUMMER PINE 4744 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729100042 AMANDA & DASH WONG 4346 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729100040 STANISLAW WROBLEWSKI 4351 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218728200036 COOPER, PRISCILLA & COOPER PROHL 4350 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218729100041 MARVIN & ESTHER CLARIDGE 4354 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 PARCEL 218728200037 REBECCA & TROY LANGE 4348 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 MCVEY EXEMPTION LOT 2 PER REC. # 475590 PORTION OF PARCEL 218728200122 GREGORY WILL & SUMMER PINE 4744 COUNTY ROAD 115 GLENWOOD SPRINGS, CO 81601 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 THE CERTIFICATION SHOWN HEREON. ByNO.Date Project NO.RevisionDrawn By: Checked By: Date: Computer File: P.O. Box 1746 Rifle, CO 81650 Phone (970) 625-1954 Fax (970) 579-7150 www.peaksurveyinginc.com S NW E P e a k S u r v ey i ng, Inc. Es t . 2 0 0 7 21054 7 OF 7 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST GARFIELD COUNTY, COLORADO JG JRN 09/23/2022 154 ALTA/NSPS LAND TITLE SURVEY SPRING VALLEY RANCH P.U.D. A PARCEL OF LAND SITUATED IN SECTIONS 20, 21, 22, 27, 28, 33 AND 34 TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO N E S W 0 30 60 90 120 150 180 210 240 270 300 330 P e ak S u r v e y i n g , I n c . 01200 1200 2400 4800600 09/23/22 COL O R A D O L I CE N S E D P R O F E SSIONAL L A N D S U RVEYO R JAS O N R . NE I L 37935