HomeMy WebLinkAbout1.10 PUD Plan Map
P.O. Box 1746
Rifle, CO 81650
Phone (970) 625-1954
Fax (970) 579-7150
www.peaksurveyinginc.com
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P e a k S u r v ey ing, Inc.
Es t . 2 0 0 7
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.
PROPERTY DESCRIPTION:
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF GARFIELD, STATE OF COLORADO, AND IS DESCRIBED AS FOLLOWS:
PARCEL 1:
LOT P1, LOT OSP PARCEL-A, LOT OSP PARCEL-B, LOT OSR PARCEL-A, AND LOT OSR PARCEL-B, SPRING VALLEY RANCH P.U.D. PHASE 1, ACCORDING TO THE FINAL PLAT THEREOF RECORDED OCTOBER 21, 2010 AT
RECEPTION NO. 793243, AND FIRST AMENDED PLAT THEREOF RECORDED DECEMBER 5, 2012 AT RECEPTION NO. 828064
PARCEL 2 (AKA UNPLATTED PARCEL A ACCORDING TO THE FIRST AMENDED PLAT, SPRING VALLEY RANCH P.U.D., RECORDED DECEMBER 5, 2012 AT RECEPTION NO. 828064):
A PARCEL OF LAND LOCATED IN SECTIONS 14, 15, 16, 20, 21, 22, 23, 26, 27, 28, 29, 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:
1. THENCE N 89°16'47" E 334.10 FEET;
2. THENCE N 03°35'47" E 252.06 FEET;
3. THENCE N 88°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 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 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 5277.46 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 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 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 A DISTANCE OF 2353.81 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 115;
THENCE THE FOLLOWING THREE COURSES ALONG THE NORTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 115:
1. THENCE 235.33 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 639.07 FEET, A CENTRAL ANGLE OF 21°05'53", AND THE CHORD BEARS N 67°17'16" W A DISTANCE OF
234.00 FEET;
2. THENCE N 56°44'19" W A DISTANCE OF 393.81 FEET;
3. THENCE 166.52 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 310.00 FEET, A CENTRAL ANGLE OF 30°46'36", AND THE CHORD BEARS N 72°07'37" W A DISTANCE OF 164.52
FEET;
THENCE DEPARTING SAID GARFIELD COUNTY ROAD 115 THE FOLLOWING SEVEN COURSES ALONG THE BOUNDARY OF OSR PARCEL B AS PLATTED ON THE SPRING VALLEY RANCH PUD - PHASE 1, FINAL PLAT
RECORDED AS RECEPTION NO. 793243 IN THE RECORDS OF THE OFFICE OF THE GARFIELD COUNTY CLERK & RECORDER:
1. THENCE N 10°35'55" W A DISTANCE OF 486.06 FEET;
2. THENCE S 84°55'34" W A DISTANCE OF 105.09 FEET;
3. THENCE S 18°16'05" W A DISTANCE OF 277.25 FEET;
4. THENCE 128.21 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 239.00 FEET, A CENTRAL ANGLE OF 30°44'06", AND THE CHORD BEARS S 33°38'08" W A DISTANCE OF 126.67
FEET;
5. THENCE S 49°00'11" W A DISTANCE OF 87.00 FEET;
6. THENCE 161.49 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 179.00 FEET, A CENTRAL ANGLE OF 51°41'28", AND THE CHORD BEARS S 23°09'27" W A DISTANCE OF 156.07
FEET;
7. THENCE 43.89 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 100°35'00", AND THE CHORD BEARS S 52°58'47" E A DISTANCE OF 38.47 FEET
TO A POINT ON SAID NORTHERLY RIGHT-OF-WAY OF COUNTY ROAD 115;
THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY 112.13 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 2141.07 FEET, A CENTRAL ANGLE OF 03°00'02", AND THE CHORD
BEARS S 78°13'44" W A DISTANCE OF 112.12 FEET;
THENCE DEPARTING SAID NORTHERLY RIGHT-OF-WAY THE FOLLOWING SEVEN COURSES ALONG THE BOUNDARY OF OSR PARCEL A AS PLATTED ON SAID SPRING VALLEY RANCH PUD - PHASE 1, FINAL PLAT:
1. THENCE 37.62 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 86°13'00", AND THE CHORD BEARS N 36°37'15" E A DISTANCE OF 34.17
FEET;
2. THENCE 231.47 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 239.00 FEET, A CENTRAL ANGLE OF 55°29'26", AND THE CHORD BEARS N 21°15'28" E A DISTANCE OF 222.53
FEET;
3. THENCE N 49°00'11" E A DISTANCE OF 87.00 FEET;
4. THENCE 96.02 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 179.00 FEET, A CENTRAL ANGLE OF 30°44'06", AND THE CHORD BEARS N 33°38'08" E A DISTANCE OF 94.87 FEET;
5. THENCE N 18°16'05" E A DISTANCE OF 251.36 FEET;
6. THENCE S 84°55'34" W A DISTANCE OF 393.45 FEET;
7. THENCE S 16°02'33" W A DISTANCE OF 630.62 FEET TO A POINT ON SAID NORTHERLY RIGHT-OF-WAY OF COUNTY ROAD 115;
THENCE THE FOLLOWING THIRTY COURSES ALONG THE NORTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 115:
1. THENCE 168.86 FEET ALONG THE ARC OF A NON TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 2141.07 FEET, A CENTRAL ANGLE OF 04°31'07", AND THE CHORD BEARS S 89°13'00" W A DISTANCE OF
168.81 FEET;
2. THENCE 159.12 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 170.00 FEET, A CENTRAL ANGLE OF 53°37'43", AND THE CHORD BEARS N 61°42'35" W A DISTANCE OF 153.37
FEET;
3. THENCE 460.26 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 699.53 FEET, A CENTRAL ANGLE OF 37°41'54", AND THE CHORD BEARS N 16°02'47" W A DISTANCE OF 452.01
FEET;
4. THENCE N 02°48'10" E A DISTANCE OF 238.01 FEET;
5. THENCE 429.79 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 912.82 FEET, A CENTRAL ANGLE OF 26°58'38", AND THE CHORD BEARS N 10°41'09" W A DISTANCE OF 425.83
FEET;
6. THENCE N 24°10'27" W A DISTANCE OF 644.62 FEET;
7. THENCE 504.76 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 809.79 FEET, A CENTRAL ANGLE OF 35°42'49", AND THE CHORD BEARS N 42°01'52" W A DISTANCE OF 496.63
FEET;
8. THENCE N 59°53'17" W A DISTANCE OF 459.39 FEET;
9. THENCE 167.17 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 370.00 FEET, A CENTRAL ANGLE OF 25°53'11", AND THE CHORD BEARS N 46°56'42" W A DISTANCE OF 165.75
FEET;
10. THENCE N 34°00'06" W A DISTANCE OF 1152.91 FEET;
11. THENCE 1191.15 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 2377.42 FEET, A CENTRAL ANGLE OF 28°42'24", AND THE CHORD BEARS N 19°38'54" W A DISTANCE OF
1178.73 FEET;
12. THENCE 245.56 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 430.00 FEET, A CENTRAL ANGLE OF 32°43'14", AND THE CHORD BEARS N 21°39'19" W A DISTANCE OF 242.24
FEET;
13. THENCE 376.29 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1361.75 FEET, A CENTRAL ANGLE OF 15°49'57", AND THE CHORD BEARS N 30°05'57" W A DISTANCE OF 375.10
FEET;
14. THENCE N 22°10'58" W A DISTANCE OF 307.62 FEET;
15. THENCE 580.97 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 654.56 FEET, A CENTRAL ANGLE OF 50°51'15", AND THE CHORD BEARS N 47°36'36" W A DISTANCE OF 562.09
FEET;
16. THENCE N 73°02'14" W A DISTANCE OF 636.67 FEET;
17. THENCE 351.46 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 766.12 FEET, A CENTRAL ANGLE OF 26°17'03", AND THE CHORD BEARS N 59°53'42" W A DISTANCE OF 348.38
FEET;
18. THENCE N 46°45'10" W A DISTANCE OF 235.64 FEET;
19. THENCE 181.70 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 407.41 FEET, A CENTRAL ANGLE OF 25°33'14", AND THE CHORD BEARS N 59°31'47" W A DISTANCE OF 180.20
FEET;
20. THENCE N 72°18'24" W A DISTANCE OF 432.60 FEET;
21. THENCE 264.71 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 420.00 FEET, A CENTRAL ANGLE OF 36°06'40", AND THE CHORD BEARS N 54°15'04" W A DISTANCE OF 260.35
FEET;
22. THENCE 202.78 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 933.47 FEET, A CENTRAL ANGLE OF 12°26'47", AND THE CHORD BEARS N 29°58'21" W A DISTANCE OF 202.38
FEET;
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PROPERTY DESCRIPTION CONTINUED:
23. THENCE N 23°44'57" W A DISTANCE OF 73.66 FEET;
24. THENCE 691.16 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1111.34 FEET, A CENTRAL ANGLE OF 35°38'00", AND THE CHORD BEARS N
41°33'57" W A DISTANCE OF 680.07 FEET;
25. THENCE N 59°22'57" W A DISTANCE OF 217.30 FEET;
26. THENCE 332.51 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 930.00 FEET, A CENTRAL ANGLE OF 20°29'08", AND THE CHORD BEARS N
69°37'31" W A DISTANCE OF 330.75 FEET;
24. THENCE N 79°52'05" W A DISTANCE OF 452.89 FEET;
28. THENCE 416.54 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 5288.82 FEET, A CENTRAL ANGLE OF 04°30'45", AND THE CHORD BEARS N
77°36'43" W A DISTANCE OF 416.43 FEET;
29. THENCE 250.87 FEET ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 5288.82 FEET, AND A CENTRAL ANGLE OF 02°43'04", AND THE CHORD BEARS N
73°59'48" W A DISTANCE OF 250.84 FEET;
30. 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 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 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 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 CONTAINING
5199.81 ACRES MORE OR LESS, PRIOR TO THE FOLLOWING EXCEPTED PARCEL:
EXCEPTING THE FOLLOWING PARCEL:
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 CONTAINING 46.76 ACRES MORE OR LESS.
THE TOTAL AREA MINUS THE EXCEPTION IS 5,153.05 ACRES MORE OR LESS.
PARCEL 3 (AKA UNPLATTED PARCEL B ACCORDING TO THE FIRST AMENDED PLAT, SPRING VALLEY RANCH P.U.D., RECORDED DECEMBER 5, 2012 AT RECEPTION NO.
828064):
A PARCEL OF LAND LOCATED IN SECTION 33, TOWNSHIP 6 SOUTH, RANGE 88 WEST, SIXTH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE SOUTH LINE OF THE NE QUARTER OF SAID SECTION 33 WHENCE THE EAST QUARTER CORNER OF SAID SECTION 33 BEARS S 88°27'45" E A
DISTANCE OF 628.51 FEET;
THENCE N 88°27'45" W A DISTANCE OF 305.90 FEET;
THENCE N 26°06'27" W A DISTANCE OF 780.49 FEET;
THENCE N 19°01'26" W A DISTANCE OF 1341.54 FEET;
THENCE N 20°15'05" E A DISTANCE OF 552.69 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD 115;
THENCE THE FOLLOWING SIX COURSES ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 115:
1. THENCE S 59°53'17" E A DISTANCE OF 303.82 FEET;
2. THENCE 467.36 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 749.79 FEET, A CENTRAL ANGLE OF 35°42'49", AND THE CHORD BEARS S
42°01'52" E A DISTANCE OF 459.83 FEET;
3. THENCE S 24°10'27" E A DISTANCE OF 644.62 FEET;
4. THENCE 401.54 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 852.82 FEET, A CENTRAL ANGLE OF 26°58'38", AND THE CHORD BEARS S
10°41'09" E A DISTANCE OF 397.84 FEET;
5. THENCE S 02°48'10" W A DISTANCE OF 238.01 FEET;
6. THENCE 420.16 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 759.53 FEET, A CENTRAL ANGLE OF 31°41'42", AND THE CHORD BEARS S
13°02'41" E A DISTANCE OF 414.82 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF GARFIELD COUNTY ROAD 114;
THENCE THE FOLLOWING TWO COURSES ALONG THE NORTHERLY RIGHT-OF-WAY OF SAID GARFIELD COUNTY ROAD 114:
1. THENCE 326.77 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 270.00 FEET, A CENTRAL ANGLE OF 69°20'35", AND THE CHORD BEARS S
05°46'46" W A DISTANCE OF 307.19 FEET;
2. THENCE S 40°27'03" W A DISTANCE OF 99.05 FEET; TO THE POINT OF BEGINNING
CONTAINING 37.08 ACRES MORE OR LESS.
PARCEL 4 (AKA UNPLATTED PARCEL C ACCORDING TO THE FIRST AMENDED PLAT, SPRING VALLEY RANCH P.U.D., RECORDED DECEMBER 5, 2012 AT RECEPTION NO.
828064):
A PARCEL OF LAND LOCATED IN SECTIONS 33 AND 34, TOWNSHIP 6 SOUTH, RANGE 88 WEST, SIXTH PRINCIPAL MERIDIAN BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE QUARTER CORNER COMMON TO SAID SECTIONS 33 AND 34 BEING A 2-INCH ALUMINUM CAP (P.E.L.S 5933)
THENCE N 88°27'45" W A DISTANCE OF 551.40 FEET ALONG THE SOUTH LINE OF THE NE1/4 OF SAID SECTION 33 TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF GARFIELD
COUNTY ROAD 114;
THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAID GARFIELD COUNTY ROAD 114 THE FOLLOWING TWO COURSES:
1. THENCE N 40°27'03" E A DISTANCE OF 70.18 FEET;
2. THENCE 388.21 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 470.00 FEET, A CENTRAL ANGLE OF 47°19'32", AND THE CHORD BEARS N
64°06'49" E A DISTANCE OF 377.27 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF GARFIELD COUNTY ROAD 115;
THENCE THE FOLLOWING FOUR COURSES ALONG THE SOUTHERLY RIGHT-OF-WAY OF SAID GARFIELD COUNTY ROAD 115:
1. THENCE 766.87 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 2201.07 FEET, A CENTRAL ANGLE OF 19°57'44", AND THE CHORD BEARS N
77°47'43" E A DISTANCE OF 763.00 FEET;
2. THENCE 241.93 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 250.00 FEET, A CENTRAL ANGLE OF 55°26'50", AND THE CHORD BEARS S
84°27'44" E A DISTANCE OF 232.60 FEET;
3. THENCE S 56°44'19" E A DISTANCE OF 393.81 FEET;
4. THENCE 270.44 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 699.07 FEET, A CENTRAL ANGLE OF 22°09'54", AND THE CHORD BEARS S
67°49'16" E A DISTANCE OF 268.75 FEET TO A POINT ON THE EAST LINE OF THE W1/2NW1/4 OF SAID SECTION 34;
THENCE S 00°05'58" E A DISTANCE OF 50.95 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 A DISTANCE OF 1389.27 FEET ALONG THE SOUTH LINE OF THE W1/2NW1/4 OF SAID SECTION 34 TO THE
POINT OF BEGINNING
CONTAINING 10.95 ACRES MORE OR LESS.
PARCEL 5:
THIRTY FOOT ROADWAY EASEMENT FROM HOPKINS RANCH, LTD. TO SPRING VALLEY HOLDING USA LTD. 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.
CERTIFICATE OF OWNERSHIP:
THE UNDERSIGNED, SPRING VALLEY HOLDINGS, LLC, A DELAWARE LIMITED LIABILITY COMPANY, BEING SOLE OWNER IN FEE SIMPLE OF ALL THAT
REAL PROPERTY DESCRIBED HEREIN BELOW, HAS CAUSED SAID PROPERTY TO BE LAID OUT AND DIVIDED AS FOLLOWS:
SPRING VALLEY RANCH P.U.D. AS DESCRIBED IN THE LEGAL DESCRIPTION ON THIS P.U.D. PLAN MAP.
EXECUTED THIS ______ DAY OF _______________, A.D., 2023.
OWNER:
SPRING VALLEY HOLDINGS, LLC, A DELAWARE LIMITED LIABILITY COMPANY
BY: _______________________________________________________________
_______________________________, AS MANAGING MEMBER
STATE OF )
: SS
COUNTY OF )
THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ____ DAY OF _______________,
A.D., 20__, BY .
MY COMMISSION EXPIRES: .
WITNESS MY HAND AND OFFICIAL SEAL.
NOTARY PUBLIC
CLERK AND RECORDER'S CERTIFICATE:
THIS P.U.D. PLAN MAP WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT
O'CLOCK , ON THIS DAY OF A.D., 2023, AND IS DULY RECORDED AS RECEPTION NO. .
ATTEST:
CLERK AND RECORDER
BY:
DEPUTY
P.U.D. PLAN MAP
SPRING VALLEY RANCH P.U.D.
A PARCEL OF LAND SITUATED IN SECTIONS 14, 15,
16, 20, 21, 22, 23, 26, 27, 28, 29, 32, 33 AND 34
TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH
PRINCIPAL MERIDIAN
COUNTY OF GARFIELD, STATE OF COLORADO
P.U.D. PLAN MAP
SPRING VALLEY RANCH P.U.D.
A PARCEL OF LAND SITUATED IN SECTIONS 14, 15,
16, 20, 21, 22, 23, 26, 27, 28, 29, 32, 33 AND 34
TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH
PRINCIPAL MERIDIAN
COUNTY OF GARFIELD, STATE OF COLORADO
BOARD OF COUNTY COMMISSIONERS APPROVAL AND DEDICATION:
THIS PLAT HAS BEEN REVIEWED AND APPROVED BY THE PITKIN COUNTY BOARD OF COMMISSIONERS THIS ______DAY OF _____________, 2023. APPROVAL OF THIS PLAT IS
SUBJECT TO THE TERMS AND CONDITIONS OF RESOLUTION NUMBER _______-2023 RECORDED AT RECEPTION NO. 689902. THE DEDICATION OF ROADS IS ACCEPTED SUBJECT
TO THE CONDITIONS THAT PITKIN COUNTY SHALL UNDERTAKE MAINTENANCE OF SUCH ROADS ONLY AFTER CONSTRUCTION OF SUCH ROADS HAS BEEN COMPLETED IN
ACCORDANCE WITH PITKIN COUNTY SPECIFICATIONS AND THE BOARD OF COUNTY COMMISSIONERS DOES NOT EXTEND TO UTILITIES, WASTE DISPOSAL SYSTEMS, OR ANY
SERVICE FACILITIES.
BY:_______________________________________________
CHAIR, PITKIN COUNTY BOARD OF COMMISSIONERS
LIENHOLDER CONSENT AND SUBORDINATION:
THE UNDERSIGNED, BEING THE BENEFICIARY UNDER A DEED OF TRUST GRANTED BY THE OWNER(S) UPON THE REAL PROPERTY PLATTED AND DIVIDED
AS SHOWN UPON THE WITHIN P.U.D. PLAN MAP, CERTIFIES THAT THE UNDERSIGNED HAS REVIEWED THE P.U.D. PLAN MAP AND BY THIS CERTIFICATION
HEREBY CONSENTS TO SAID P.U.D. PLAN MAP AND TO THE RECORDING THEREOF. BENEFICIARY FURTHER CONSENTS TO SAID P.U.D. PLAN MAP AS
STATED IN THE CERTIFICATE OF DEDICATION AND OWNERSHIP EXECUTED BY THE OWNER(S) HEREON, AND HEREBY SUBORDINATES ANY INTEREST
THAT BENEFICIARY MAY HAVE IN AND TO THE PROPERTY SUBJECT TO SUCH DEDICATION, TO THE ENTITY(IES) OR THE GENERAL PUBLIC TO WHICH SUCH
DEDICATION IS MADE.
EXECUTED THIS ____ DAY OF _______________, A.D., 2023.
BY:
_____________________________, AS AN AUTHORIZED REPRESENTATIVE FOR
COMPASS BANK, AN ALABAMA BANKING CORPORATION
STATE OF )
: SS
COUNTY OF )
THE FOREGOING LIENHOLDER CONSENT AND SUBORDINATION WAS ACKNOWLEDGED BEFORE ME THIS ____ DAY OF _________________, A.D., 2023, BY
.
MY COMMISSION EXPIRES: .
WITNESS MY HAND AND OFFICIAL SEAL.
__________________________________________
NOTARY PUBLIC
SURVEYOR'S CERTIFICATE:
I, JASON R. NEIL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE,
CORRECT AND COMPLETE P.U.D. PLAN MAP, SPRING VALLEY RANCH P.U.D., AS LAID OUT, PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN
ACCURATE SURVEY OF SAID PROPERTY BY ME, OR UNDER MY SUPERVISION, AND CORRECTLY SHOWS THE LOCATION OF PLAN AREAS AS THE SAME ARE STAKED UPON THE
GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND.
IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS ____ DAY OF _____________________, A.D., 2023.
BY:____________________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.
PLANNING
AREA A
PLANNING
AREA B
PLANNING
AREA C
PLANNING
AREA B
PLANNING
AREA B
PLANNING
AREA B
PLANNING
AREA D
PLANNING
AREA E
PLANNING
AREA F
PLANNING
AREA G
PLANNING
AREA H
OUTPARCEL
OU
T
P
A
R
C
E
L
EXISTING HOPKINS
RESERVOIR (AS OF 2023)
HOPKINS RESERVOIR DAM
BREAK INUNDATION AREA
(NO HABITABLE BUILDINGS)
EXPANDED HOPKINS
RESERVOIR
LANDIS
CREEK
LANDIS CREEK
FND 1.75" ALUMINUM
CAP, PLS 5933 1996;
T6SR88W SEC 17, 12,
19, 20; 0.5' 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 58" REBAR WITH 1.5"
ALUMINUM CAP, PLS 27929;
0.15' ABOVE GROUND
FND 58" REBAR WITH 1.5"
ALUMINUM CAP, PLS 27929;
0.2' ABOVE GROUND
FND 58" REBAR
BENT
FND 58" REBAR WITH 1.5"
ALUMINUM CAP ILLEGIBLE
BENT; 0.3' ABOVE GROUND
FND 58" REBAR WITH 1.5" ALUMINUM
CAP PLS 5933; 0.08' BELOW GROUND
FND 58" REBAR;
0.05' BELOW
GROUND
FND 58" REBAR PLS 5933 BENT;
0.05' BELOW GROUND
FND 58" REBAR WITH
1.5" ALUMINUM CAP
PLS 5933; FLUSH
FND 58" REBAR WITH 1.5"
ALUMINUM CAP PLS 5933;
0.08' ABOVE GROUND
FND 58" REBAR WITH 1.5"
ALUMINUM CAP PLS 5933;
0.12' ABOVE GROUND
SECT. 20
SECT. 21
SECT. 29
SECT. 22 SECT. 23
SECT. 26
SECT. 33
SECT. 34
SECT. 16
SECT. 15
SECT. 14
SECT. 27
SECT. 35
PLANNING
AREA D
N1
4
°
2
3
'
2
0
"
E
15
3
1
.
4
8
'
N0
0
°
5
8
'
3
7
"
E
13
1
4
.
7
8
'
N87° 13' 45"W
1429.59'N02° 56' 09"E
490.79'
N71° 33' 09"W
1244.87'
N00° 58' 37"E
316.15'
N0
1
°
0
9
'
2
0
"
E
26
3
2
.
8
8
'
S87° 11' 00"E
2627.19'
S0
0
°
5
9
'
4
4
"
W
51
1
4
.
7
0
'
SECTION
LINES (TYP.)
SECT. 28
OU
T
P
A
R
C
E
L
FND 58" REBARS
FUTURE
ROADS (TYP.)
FUTURE
EMERGENCY
VEHICLE
ACCESS (TYP.)
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; 14 SEC 17 & 20;
0.80' ABOVE GROUND
FND 58" REBAR WITH 2"
ALUMINUM CAP, PLS 5933;
S 116 S 1, 16 & 17; 1.2' ABOVE
GROUND
FND IRON PIPE WITH 2.5"
BRASS CAP USGLO, 14 S
17; 1' ABOVE GROUND
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
FND IRON PIPE WITH 2.5"
BRASS CAP T6SR88W SEC 16
& 17; 0.9' ABOVE GROUND
FND 58" REBAR WITH
1.5" ALUMINUM CAP
PLS 5933; FLUSH
FND 58"
REBAR
FND 58" REBAR WITH
1.5" ALUMINUM CAP
PLS 5933; FLUSH
S87° 10' 41"E
2625.91'
N01° 04' 53"E
928.16'
N0
1
°
0
4
'
5
3
"
E
17
0
3
.
6
1
'
N00° 57' 03"E
340.70'
N01° 06' 54"E
1047.99'S89° 38' 06"E
334.10'
N04° 40' 54"E
252.06'
N87° 22' 45"W
349.87'N01° 06' 54"E
977.15'
N01° 03' 47"E
344.80'FND 58" REBAR WITH
3.25" ALUMINUM
CAP, PLS 15710; 116SEC. 10 & 15
FND US GLO BRASS
CAP; 14 SEC. 10 & 15
FND 58" REBAR WITH
3.25" ALUMINUM
CAP, PLS 15710; N 116SEC. 14 & 15
FND 58" REBAR WITH
3.25" ALUMINUM
CAP, PLS 15710; NW 116SEC. 14 (0.20' ABOVE
GROUND)
FND 3.5" ALUMINUM CAP, PLS
15710 1994; NE 116 SEC. 15 & 16;
0.1' ABOVE GROUND
FND 2" PIPE WITH 2.5" BRASS
CAP 1924 US GLO; S 9, 10, 15 & 16
T6SR88W; 1' ABOVE GROUND
FND 1" PIPE WITH 2.5" BRASS
CAP 1924 US GLO; 14 S 9 & 16
T6SR88W; 1' ABOVE GROUND
S88° 59' 07"E
1317.67'
S88° 53' 39"E
1320.64'
S88° 57' 38"E
2703.26'
S88° 57' 44"E
2637.87'
S88° 56' 36"E
2638.56'
S88° 54' 29"E
1318.31'
S0
1
°
0
4
'
5
8
"
W
13
1
2
.
3
6
'
FND 58" REBAR WITH 2.5"
ALUMINUM CAP, PLS
5933; 116 SEC. 14 BEARS
S62°46'08"W 4.04'
FND 58" REBAR WITH 1.5"
ALUMINUM CAP, PLS
5933; W 116 SEC. 14 & 23
(0.15' ABOVE GROUND)
FND USGLO 14SEC. 14 & 23
FND 1" IRON POST WITH
2" BRASS CAP, USGLO
1924, 14 SEC. 26 & 28 (0.70'
ABOVE GROUND)
FND USGLO BRASS
CAP, 14 SEC. 26
FND 58" REBAR WITH
1.5" ALUMINUM CAP,
LOT 13 & 14
FND 58" REBAR WITH
1.5" ALUMINUM CAP,
PLS 5933
S00° 59' 44"W
162.76'
S0
1
°
0
5
'
5
7
"
W
55
2
9
.
7
7
'
S85° 46' 23"W
1323.73'
N01° 26' 44"E
372.49'
S0
1
°
0
6
'
4
1
"
W
13
1
2
.
9
4
'
S0
1
°
0
3
'
4
9
"
W
26
4
7
.
5
8
'
S88° 54' 33"E
1318.39'
S0
0
°
5
9
'
4
4
"
W
51
1
4
.
7
0
'
FND 58" 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
116 SEC 34
FND 5/8" REBAR 1.5"
ALUMINUM CAP, PLS
5933 1997; CW 116 SEC 34
FND 5/8" REBAR 1.5"
ALUMINUM CAP, PLS
5933 1996; 14 SEC 33 & 34
FND 2.5" ALUMINUM CAP,
T6SR88W CEN SEC 33 14GARFIELD 1977 ;(1.6' ABOVE
GROUND)
FND 5/8" REBAR 2.5"
ALUMINUM CAP, 6SR88W
CEN SEC 33 14 GARFIELD
1977; (1.6' ABOVE GROUND)
N87° 22' 38"W
1883.48'
N87° 22' 21"W
1112.41'
N89° 03' 14"W
1389.27'
N87° 22' 38"W
551.38'
S0
0
°
5
9
'
0
9
"
W
23
5
3
.
7
9
'
N88° 48' 24"W
447.28'
S01° 05' 21"W
525.17'
N88° 09' 52"W
2647.44'
N88° 12' 04"W
1319.72'
N88° 48' 24"W
1164.44'
SECT. 32
FND 58" REBAR WITH 2.5"
ALUMINUM CAP T6SR88W
L3-44-5 SEC 32 GARFIELD
COUNTY 1977 W.C.; 0.55' ABOVE
GROUND
FND 58" REBAR WITH
1.5" ALUMINUM CAP
ILLEGIBLE; 0.35'
BELOW GROUND
N88° 09' 20"W
1072.10'
N88° 43' 20"W
1081.70'
N87° 19' 57"W
886.82'
FND 2" BAR 2.5" ALUMINUM
CAP, 1977 GARCO SUR L5, L6,
L7 SEC 33 T6SR88W; (0.86'
ABOVE GROUND)
N03° 01' 32"E
838.15'
SEE
DETAIL
WILDLIFE
HABITAT RESERVE
587 AC.±
(HATCHED AREA)
WILDLIFE
HABITAT RESERVE
513 AC.±
(HATCHED AREA)
PLANNING
AREA B
PUD SUMMARY TABLE
ITEM LIMITATION OR REQUIREMENT
TOTAL ACRES 5908.43 +/-
MINIMUM OPEN SPACE ACRES 3249 +/-
MINIMUM OPEN SPACE PERCENT 55%
MINIMUM ACRES OF PUBLIC ACCESS
TO OPEN SPACE 700 ACRES±
MAXIMUM NUMBER OF DWELLING
UNITS (INCLUDING COMMUNITY
HOUSING)
577
MINIMUM NUMBER OF COMMUNITY
HOUSING UNITS (AT FULL BUILD
OUT)
75
GROSS DENSITY 1 DU PER 10.2 ACRES
MINIMUM WILDLIFE HABITAT
RESERVES 1100 ACRES±
FND 58" REBAR;
0.15' ABOVE GROUND
FND 58" REBAR;
ILLEGIBLE
FND 58" REBAR;
0.10' ABOVE
GROUND
FND 58" REBAR,
ILLEGIBLE; 0.10'
ABOVE GROUND
FND 58" REBAR;
ILLEGIBLE
FND 58"
REBAR
FND 58" REBAR WITH
1.5" ALUMINUM
CAP, PLS 28036; 0.8'
ABOVE GROUND
FND 58" REBAR WITH
1.5" ALUMINUM CAP,
PLS 5933; BENT
FND 58" REBAR WITH
1.25" RED PLASTIC
CAP, PLS 27929; FLUSH
CR 115
58" REBAR WITH
1.5" ALUMINUM
CAP, PLS 5933
S4
9
°
4
6
'
4
0
"
E
49
7
.
5
0
'
S56° 53' 13"E
57.39'
S56
°
5
3
'
1
3
"
E
305
.
0
0
'
S32° 27' 55"E
149.53'
S80° 37' 15"E
302.25'
S80° 31' 15"E
135.95'
N0
6
°
1
7
'
2
8
"
E
14
9
.
9
5
'
S80° 37' 30"E
123.19'
N
1
9
°
5
5
'
1
5
"
W
8
8
4
.
4
6
'
PLANNING AREA A
THIS PLANNING AREA IS GENERALLY LOCATED IN WESTERN PORTIONS OF THE PUD AND IS INTENDED
TO CONTAIN AGRICULTURAL AND VERY LOW-DENSITY RESIDENTIAL USES. THIS AREA CONTAINS
APPROXIMATELY 200 ACRES TO THE WEST OF COUNTY ROAD 115 AND INCLUDES THE EXISTING RANCH
HOUSE (AS OF 2023) AND ASSOCIATED ACCESSORY STRUCTURES AND USES. PORTIONS OF PLANNING
AREA A WILL BE SUBJECT TO HABITAT IMPROVEMENTS AND SEASONAL CLOSURES FOR THE BENEFIT OF
WILDLIFE.
PLANNING AREA B
THIS PLANNING AREA IS GENERALLY LOCATED IN THE SOUTHWESTERN PORTION OF THE PUD, TO THE
EAST, WEST, AND SOUTH OF COUNTY ROAD 115. THIS AREA COMPRISES APPROXIMATELY 758 ACRES
AND IS INTENDED TO CONTAIN A SIGNIFICANT AMOUNT OF PUBLICLY ACCESSIBLE OPEN SPACE LANDS
AND RECREATIONAL AMENITIES, INCLUDING A PUBLIC TRAILHEAD AND OTHER PUBLIC AMENITIES.
PORTIONS OF PLANNING AREA B WILL BE SUBJECT TO HABITAT IMPROVEMENTS AND SEASONAL
CLOSURES FOR THE BENEFIT OF WILDLIFE.
PLANNING AREA C
THIS PLANNING AREA IS GENERALLY LOCATED IN THE SOUTHERN PORTION OF THE PUD, WEST OF
COUNTY ROADS 114 AND 115. THIS AREA IS INTENDED TO ACCOMMODATE THE COMMUNITY HOUSING
DISTRICT NEIGHBORHOOD AND ASSOCIATED AMENITIES AND TRAILS. PLANNING AREA C CONTAINS
APPROXIMATELY 166 ACRES.
PLANNING AREA D
THIS PLANNING AREA GENERALLY INCLUDES A LARGE CENTRAL MID-ELEVATION AREA OF THE PUD
AND IS COMPRISED OF APPROXIMATELY 1,382 ACRES. THIS AREA IS INTENDED TO CONTAIN A
SIGNIFICANT PORTION OF RESIDENTIAL LAND USES, GOLF COURSE OPEN SPACE AREAS, AND MIXED-USE
DISTRICT VILLAGE AREAS FOR THE CLUBHOUSE, RECREATIONAL AMENITIES, FIRE STATION, AND
MAINTENANCE/OPERATION USES. THIS AREA IS ALSO INTENDED TO INCLUDE OPEN SPACE, TRAILS, AND
WATER STORAGE RESERVOIRS.
PLANNING AREA E
THIS PLANNING AREA IS LOCATED IN THE WESTERN PORTION OF THE PUD AND IS COMPRISED OF
APPROXIMATELY 484 ACRES. THIS AREA IS INTENDED TO CONTAIN PRIMARILY RESIDENTIAL LAND USES
WITH A SMALLER SATELLITE MIXED USE DISTRICT AREA SUPPORTING COMMUNITY AMENITIES. THIS
AREA IS ALSO INTENDED TO INCLUDE A NETWORK OF OPEN SPACE AND TRAILS.
PLANNING AREA F
THIS PLANNING AREA IS LOCATED IN THE SOUTHEASTERN PORTION OF THE PUD AND IS COMPRISED OF
APPROXIMATELY 716 ACRES. THIS AREA IS INTENDED TO CONTAIN LARGER LOT RESIDENTIAL USES AND
SIGNIFICANT OPEN SPACE. THIS PLANNING AREA MAY ALSO CONTAIN SKI ACCESS FROM RESIDENTIAL
LOTS TO SKI FACILITIES LOCATED IN THE ADJACENT PLANNING AREA G.
PLANNING AREA G
THIS PLANNING AREA IS LOCATED IN THE NORTHEASTERN PORTION OF THE PUD AND IS COMPRISED OF
APPROXIMATELY 1,182 ACRES. THIS AREA IS INTENDED TO CONTAIN RESIDENTIAL USES, RECREATIONAL
OPEN SPACE USES, AND SMALLER SATELLITE MIXED-USE DISTRICT AREAS SUPPORTING COMMUNITY
AMENITIES AND OPERATIONS/MAINTENANCE FACILITIES. THIS PLANNING AREA IS PLANNED TO
CONTAIN SKIING AND SNOWMAKING FACILITIES, INCLUDING PASSENGER TRAMWAYS. THIS PLANNING
AREA MAY INCLUDE SKI ACCESS FROM RESIDENTIAL LOTS TO SKI FACILITIES.
PLANNING AREA H
THIS PLANNING AREA IS LOCATED IN THE NORTHWESTERN PORTION OF THE PUD AND IS COMPRISED OF
APPROXIMATELY 1,020 ACRES. THIS AREA IS INTENDED TO CONTAIN LARGER LOT RESIDENTIAL USES
AND SIGNIFICANT OPEN SPACE WITH A SMALLER SATELLITE MIXED USE AREA SUPPORTING
COMMUNITY AMENITIES. PORTIONS OF PLANNING AREA H WILL BE SUBJECT TO SEASONAL CLOSURES
FOR THE BENEFIT OF WILDLIFE.
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 ing,Inc.
Es t .2 0 0 7
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 ng
,
I
n
c
.
SUBJECT
PROPERTY
VICINITY MAP
SCALE: 1" = 10,000'
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.
P.U.D. PLAN MAP
SPRING VALLEY RANCH P.U.D.
A PARCEL OF LAND SITUATED IN SECTIONS 14, 15,
16, 20, 21, 22, 23, 26, 27, 28, 29, 32, 33 AND 34
TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH
PRINCIPAL MERIDIAN
COUNTY OF GARFIELD, STATE OF COLORADO
LEGEND:
PLANNING AREAS
APPROXIMATE FUTURE ROADWAYS
APPROXIMATE FUTURE EMERGENCY VEHICLE
ACCESSES
DAM BREAK AREA: HOPKINS RESER-
VOIR DAM BREAK INUNDATION
AREA. (NO HABITABLE BUILDINGS)
P.U.D. PLAN MAP
SPRING VALLEY RANCH P.U.D.
A PARCEL OF LAND SITUATED IN SECTIONS 14, 15, 16, 20, 21, 22, 23, 26, 27, 28, 29, 32, 33 AND 34
TOWNSHIP 6 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN
COUNTY OF GARFIELD, STATE OF COLORADO
BOUNDARY DETAIL #2
SCALE: 1" = 200'