HomeMy WebLinkAbout4.0 Amended and Restated Final PlatCERTIFICATION OF DEDICATION AND OWNERSHIP
KNOW ALL MEN BY THESE PRESENTS, THAT LB ROSE RANCH LLC, A DELAWARE LIMITED LIABILITY COMP,/ Y,
BEING THE SOLE OWNER IN FEE SIMPLE OF ALL OF THE REAL PROPERTY SITUATE IN GARFIELD COUNTY,
COLORADO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A PARCEL OF LAND SITUATED IN LOTS 4, 5, 10, 11, 12, 13, 15, 16, 17, 22, 23, 24, 28, 29, 30 AND 34 OF
SECTION 1 AND LOTS 2, 3, 4, 7, 8, 9, 12, 13, 15, 16 OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF
THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL OF LAND BEING
MORE PARTICULARLY AS DESCRIBED AS FOLLOWS:
COMMENCING AT TI -IE NORTHWEST CORNER OF SAID SECTION 1, A 1958 BLM BRASS CAP IN PLACE; THENCE
S56 22'41 "E 518.09 FEET TO A POINT ON THE SOUTHERLY LINE OF THAT PROPERTY DESCRIBED IN BOOK 590 A T
PAGE 955 OF THE GARFIELD COUNTY CLERK 4,*' RECORDER'S OFFICE, THE POINT OF BEGINNING; THENCE
S59'2023"E ALONG THE SOUTHERLYLI _ SAID BOOK 590 AT PAGE 955, A DISTANCE OF 208.21 FEET;
THENCE CONTINUING ALONG SAID SOURLY LINE S63'47'19"E 60.78 FEET TO A REBAR AND CAP L.S. #17488
IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINE 563'47'23"E 334.00 FEET TO A REBAR AND CAP
L.S. #17488 IN PLACE; THENCE CONTINUING ALONG SAID SOUTHERLY LINE S63'47'20"E 334.00 FEET TO THE
SOUTHEAST CORNER OF SAID BOOK 590 AT PAGE 955, A REBAR AND CAP L.S. #17488 IN PLACE; THENCE
N37'11'37"E ALONG THE EASTERLY LINE OF SAID BOOK 590 AT PAGE 955, 298.51 FEET TO A POINT ON THE
CENTERLINE OF THE ROARING FORK RIVER; THENCE THE FOLLOWING FIVE (5) COURSES ALONG THE CENTERLINE
OF SAID RIVER:
1 S64'20'33"E 539.13 FEET
2 S69 24'54 "E 523.30 FEET
3 561'41'54"E 147.51 FEET
4 534'19'54"E 646.80 FEET
5 529'54'54"E 576.97 FEET TO A POINT ON THE EASTERLY LINE OF LOT 17 OF SAID SECTION 1; THENCE
LEAVING SAID CENTERLINE S00'42'38"E ALONG THE EASTERLY LINE OF LOTS 17, 22 AND 29, A DISTANCE OF
2140.70 FEET; THENCE LEAVING SAID EASTERLY LINE N89'15'45"E 43.14 FEET TO THE NORTHWEST CORNER OF
THAT PROPER TY DESCRIBED IN BOOK 511 AT PAGE 103 OF THE GARFIELD COUNTY CLERK AND RECORDER'S
OFFICE; THENCE THE FOLLOWING SIX (6) COURSES ALONG THE WESTERLY LINE OF SAID PROPERTY:
1 S41'07'10"E 559.76 FEET
2 S4736'39"E 519.80 FEET
3 S47'16'43"E 466.70 FEET
4 S34'28'09"E 12372 FEET
5 SO4'45'38"E 390.41 FEET
6 S08'01'51"W 130.25 FEET TO THE SOUTHWEST CORNER OF SAID PROPERTY; THENCE N67'25'06"E ALONG THE
SOUTHERLY LINE OF SAID PROPERTY 211.00 FEET TO A POINT ON THE EASTERLY LINE OF LOT 9 OF SAID
SECTION 12; THENCE S0022'11"E ALONG SAID EASTERLY LINE 606.90 FEET TO THE SOUTHEAST CORNER OF SAID
LOT 9, A REBAR AND ALUMINUM CAP, L.S. #22580, IN PLACE; THENCE S03'11'58"W ALONG THE EASTERLY LINE
OF LOT 12 OF SAID SECTION 12 741,05 FEET TO THE SOUTHEAST CORNER OF SAID LOT 12, A REBAR AND
ALUMINUM CAP IN PLACE; THENCE 500'06'02"E ALONG THE EASTERLY LINE OF LOT 16 OF SAID SECTION 12
555.52 FEET TO THE SOUTHEAST CORNER OF SAID LOT 16, A REBAR AND ALUMINUM CAP IN PLACE, SAID POINT
ALSO BEING THE NORTHEAST CORNER OF TELLER SPRINGS SUBDIVISION; THENCE 589'59'08"W ALONG THE
NORTHERLY LINE OF SAID TELLER SPRINGS SUBDIVISION 220.61 FEET TO THE SOUTHEAST CORNER OF PARCEL C
OF RECEPTION NO. 444311 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE LEAVING SAID
NORTHERLY LINE N1237'48"W ALONG THE EASTERLY LINE OF SAID RECEPTION NO. 444311 169.14 FEET; THENCE
N87'58'25"W ALONG THE NORTHERLY LINE OF SAID PARCEL C 324.74 FEET; THENCE ALONG THE WESTERLY LINE
OF SAID PARCEL C ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 582.29 FEET AND A
CENTRAL ANGLE OF 17'52'51", A DISTANCE OF 181.72 FEET (CHORD BEARS 513'29'05"E 180.98 FEET) TO A
POINT ON THE NORTHERLY LINE OF SAID TELLER SPRINGS SUBDIVISION; THENCE 589'52'26"W ALONG SAID
NOR THERLY LINE 174.01 FEET TO THE NORTHWEST CORNER OF THE TELLER SPRINGS OPEN SPACE; THENCE
LEAVING SAID NORTHERLY LINE S2135'10"W ALONG THE WESTERLY LINE OF SAID OPEN SPACE 5397 FEET TO
THE NORTHEAST CORNER OF LOT 5 OF SAID TELLER SPRINGS SUBDIVISION AS SHOWN ON THE AMENDED PLAT
THEREOF; THENCE S8959'08"W ALONG THE NORTHERLY LINE OF SAID LOT 5 165.35 FEET; THENCE CONTINUING
ALONG SAID NORTHERLY LINE N45'01'42"W 28.27 FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE
N89'59'08"W 855.53 FEET TO THE NORTHWEST CORNER OF SAID LOT 5, SAID POINT ALSO BEING AN THE
EASTERLY RIGHT-OF-WAY OF COUNTY ROAD NO. 109; THENCE THE FOLLOWING TWENTY- THREE (23) COURSES
ALONG SAID EASTERLY RIGHT-OF-WAY:
1 N13'15'08"E 30.84 FEET
2 N13'4041 "E 86.97 FEET
3 N14'26'34"E 8.37 FEET
4 ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 26367 FEET AND A CENTRAL
ANGLE OF 22'42'13", A DISTANCE OF 104,48 FEET (CHORD BEARS NO3'0528"E 10380 FEET)
5 NO8'15'39"W 721.97 FEET
6 NO93730"W 215.26 FEET
7 NO9'32'11 "W 716.14 FEET
8 N0924'35"W 1739.93 FEET
9 ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 187,7.00 FEET AND A CENTRAL
ANGLE OF 05'38'571 A DISTANCE OF 184.38 FEET (CHORD BEARS N0635'06"W 184.30 FEET)
70 NO3'45'38"W 70.62 FEET
11 ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1155.00 FEET AND A CENTRAL
ANGLE OF 08'59'23", A ::':STANCE OF 181.22 FEET (CHORD BEARS NO815'19"W 181.03 FEET)
12 N12'45'01 "W 250.30 FEET
13 ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 518.09 FEET AND A CENTRAL
ANGLE OF 35'71'37", A DISTANCE OF 318.23 FEET (CHORD BEARS N3020'49"W 31326 FEET)
14 N47'56'38"W 239.80 FEET
15 ALONG THE ARC OF A CURVE THE RIGHT HAVING A RADIUS OF 1520.00 FEET AND A CENTRAL
ANGLE OF 14'05'17", A DISTANCE OF 373.74 FEET (CHORD BEARS N4053'59"W 372.80 FEET)
16 N33'51'20"W 5.85.97 FEET
17 ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 620.00 FEET AND A CENTRAL
ANGLE OF 1938'05", A DISTANCE OF 212.47 FEET (CHORD BEARS N43'40'23"W 211.43 FEET)
18 N53'29'25"'W 511.09 FEET
19 ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 470.00 FEET AND A CENTRAL
ANGLE OF 34'45'42", A DISTANCE OF 285.15 FEET (CHORD BEARS N36'0634"W 280.80 FEET)
20 N18'43'43"W 773.97 FEET
21 ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 620.00 FEET AND A CENTRAL
t..NGLE OF 30'05'19", A DISTANCE OF 325,59 FEET (CHORD BEARS NO3'41'04"W 321,86 FEET)
22 NI1'21'36"E 171.27 FEET
23 ALONG THE ARC OF A CURVE TO LEFT HAVING A RADIUS OF 380.00 FEET, A CENTRAL ANGLE OF 02'00'46"
AND A DISTANCE OF 1335 FEET (CHORD BEARS N10'21'13"E 1335 FEET) TO A POINT ON THE SOUTHERLY LINE
OF RIVER RIDGE P.U.D.; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY N79'24'30"E ALONG SAID SOUTHERLY
LINE 83.25 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE S6525'04"E 20.16 FEET TO THE POINT OF
BEGINNING;
SAID PARCEL CONTAINING 274.291 ACRES, MORE OR LESS.
TOGETHER WITH A PARCEL OF LAND SITUATED IN LOTS 23 AND 28 OF SECTION 1 AND L0T5 4, 5, 6, 7, 14, THE
NW1/4NW1/4 AND THE SWI/4NW1/4 OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH
PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID PARCEL OF LAND BEING MORE
PARTICULARLY AS DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 1, A BLM BRASS CAP IN PLACE, THE POINT OF:
BEGINNING; THENCE S88'08'24"E ALONG THE NORTHERLY LINE OF THE NW1/4NW1/4 AND LOT 5 OF SAID
SECTION 12 1925.15 FEET; THENCE LEAVING SAID NORTHERLY LINE S01'19'06"W 100.00 FEET; THENCE
S88'08'24"E 150.00 FEET; THENCE N00'03'38"E 200.10 FEET; THENCE N88'08'24"W 100.15 FEET TO A POINT ON
THE WESTERLY LINE OF LOT 28 OF SAID SECTION 1; THENCE N01'16'57"W ALONG THE WESTERLY LINE OF LOTS
28 AND 23 OF SAID SECTION 1 1061.60 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF COUNTY ROAD
109; THENCE LEAVING THE WESTERLY LINE OF SAID LOT 23 THE FOLLOWING SEVEN (7) COURSES ALONG THE
WESTERLY RIGHT-OF-WAY OF SAID COUNTY ROAD 109:
1 ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 458.09 FEET AND A CENTRAL
ANGLE OF 36'07'56", A DISTANCE OF 288.88 FEET (CHORD BEARS S30'48'59"E 284.12 FEET)
2 512'45'01"E 247.15 FEET
3 ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1095.00 FEET AND A CENTRAL
ANGLE OF 08'59'23", A DISTANCE OF 171.80 FEET (CHORD BEARS S08'15'19"E 171.63 FEET)
4 S03'45'38"E 70.62 FEET
5 ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1930.00 FEET AND A CENTRAL
ANGLE OF 0538'57", A DISTANCE OF 190.29 FEET (CHORD BEARS S06'35'06"E 190.21 FEET)
6 S09'24'35"E 1739.96 FEET
7 SO2'32'11"E 545.09 FEET (TO A POINT WHENCE AN ONE INCH IRON PIPE BEARS S80'39'46"W 15.01 FEET);
THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY 580'39'46"W ALONG THE NORTHERLY LINE EXTENDED AND THE
NORTHERLY LINE OF RECEPTION NO. 402764 156.56 FEET TO AN ONE INCH IRON PIPE IN PLACE; THENCE
CONTINUING ALONG SAID NORTHERLY LINE 546'49'46"W 319.59 FEET TO THE NORTHWEST CORNER OF SAID
RECEPTION NO. 402764, A REBAR AND CAP IN PLACE; THENCE 508'30'14"E ALONG THE WESTERLY LINE OF SAID
RECEPTION NO. 402764 AND RECEPTION NO, 418590, 302,72 FEET TO THE SOUTHWEST CORNER OF SAID
RECEPTION NO, 418590; THENCE 580'45'44"W ALONG THE NORTHERLY LINE OF RECEPTION N0. 397182, 177.17
FEET TO THE NORTHWEST CORNER OF SAID RECEPTION NO. 397182; THENCE S17'25'15"W ALONG THE WESTERLY
LINE OF RECEPTION NO. 397182 AND RECEPTION NO. 411767, 741.91 FEET TO THE NORTHWEST CORNER OF LOT
21 OF SAID SECTION 12, ALSO BEING THE NORTHWEST CORNER OF TELLER SPRINGS SUBDIVISION; THENCE
500'00'34"W ALONG THE WESTERLY LINE OF SAID TELLER SPRINGS SUBDIVISION AND THE EASTERLY LINE OF LOT
14 OF SAID SECTION 12 768,25 FEET TO THE SOUTHEAST CORNER OF SAID LOT 14; THENCE LEAVING THE
WESTERLY LINE OF TELLER SPRINGS SUBDIVISION S89'00'59"W ALONG THE SOUTHERLY LINE OF SAID LOT 14
468.99 FEET TO THE SOUTHWEST CORNER OF SAID LOT 14; THENCE N00'22'13"E ALONG THE WESTERLY LINE OF
SAID LOT 14 1378.08 FEET TO THE NORTHWEST CORNER OF SAID LOT 14; THENCE N89'07'53"W ALONG THE
SOUTHERLY LINE OF THE SW1/4NW1/4 OF SAID SECTION 12 1347.91 FEET TO THE WEST QUARTER CORNER OF
SAID SECTION 12, AN ALUMINUM CAP IN PLACE; THENCE N0033'14"W ALONG THE WESTERLY LINE OF SAID
SECTION 12 2728.80 FEET TO THE POINT OF BEGINNING,
SAID PARCEL OF LAND CONTAINING 166.038 ACRES, MORE OR LESS.
TOGETHER WITH A TRACT OF LAND SITUATED IN THE 51/2 OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 89 WEST
AND THE N1/2 OF SECTION 2, TOWNSHIP 7 SOUTH, RANGE 89 WEST, ALL IN THE SIXTH PRINCIPAL MERIDIAN,
COUNTY OF GARFIELD, STA TE OF COLORADO; SAID TRACT OF LAND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE COMMON CORNER TO SECTIONS 1 AND 2, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, SAID CORNER ALSO BEING COMMON TO SECTIONS 35 AND 36, TOWNSHIP 6 SOUTH,
RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN; THENCE N76'04'29"W 4185,64 FEET TO THE NORTHEAST
CORNER OF LOT 21, WESTBANK RANCH SUBDIVISION, FILING 1, THE POINT OF BEGINNING; THENCE THE FOLLOWING
TWENTY FIVE (25) COURSES ALONG THE NORTHERLY AND EASTERLY BOUNDARY OF SAID WESTBANK RANCH,
FILING 1:
AMH'ND KD AND 1-R f-1,'STA T»/ D FINAL PLAT
IRON l RIDGE PLANNED UNIT DLI VET, OPMENT
PHASK I
A PARCEL OF LAND SITUATED IN LOTS 28, 29 AND 30 OF SECTION 1, LOTS 2, 3, 4, 7, 8, 9, 12, 13, 15, 16 OF SECTION 12, AND THE
TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND S1/2 SECTION 35 TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL
COUNTY OF GARFIELD, STATE OF COLORADO
DEDICATION CONTINUED
1 SO9'00'22"W 226.00 FEET TO A REBAR AND CAP, L.S. NO. 19598
2 S69'53'22"W 82.00 FEET TO A REBAR AND CAP, L.S. NO. 19598
3 S0639'38"E 79.00 FEET TO A REBAR AND CAP, L.S. NO. 19598
4 S55'29'38"E 95.00 FEET TO A REBAR AND CAP (ILLEGIBLE)
5 575'13'38"E 215.00 FEET TO A NO. 5 REBAR
6 N88'58'22"E 451.00 FEET TO A REBAR AND CAP (ILLEGIBLE)
7 N8235'22"E 240.00 FEET TO A REBAR AND CAP (ILLEGIBLE)
8 520'35'18"E 185.00 FEET TO A REBAR AND CAP (ILLEGIBLE)
9 N6924'42"E 210.00 FEET TO A REBAR AND CAP, L.S. NO. 19598
10 N07'18'26"W 251.73 FEET TO A NO. 5 REBAR
11 N71'1522"E 272,00 FEET TO A REBAR AND CAP (ILLEGIBLE)
12 N41'0O'22"E 372.54 FEET TO A NO. 5 REBAR
13 S65'59'38"E 435.00 FEET TO A NO. 5 REBAR
14 S1939'38"E 210.00 FEET TO A NO. 5 REBAR
15 S60'00'22"W 398.80 FEET TO A NO. 5 REBAR
16 54826'51"W 235.20 FEET TO A N0. 5 REBAR
17 S50'30'22"W 210.22 FEET TO A NO. 5 REBAR
78 S69'24'42"W 180.00 FEET TO A NO. 5 REBAR
19 N2035'18"W 260.00 FEET TO A REBAR AND CAP, L.S. NO. 19598
20 S6924'42"W 230.27 FEET TO A N0. 5 REBAR
21 S2035'18"E 266.00 FEET TO A REBAR AND CAP (ILLEGIBLE)
22 S66'09'07"W 96.57 FEET TO A REBAR AND CAP, L.S. NO. 19598
23 S01'23'54"W 109.60 FEET TO A REBAR AND CAP, L.S. NO. 7168
24 S28'05'38"E 250.00 FEET TO A REBAR AND CAP (ILLEGIBLE)
2C S67'07'27"E 149.99 FEET TO A REBAR AND CAP (ILLEGIBLE), THE COMMON CORNER OF WESTBANK
RANCH SUBDIVISION FILING 1 AND WESTBANK RANCH SUBDIVISION FILING 2, SAO CORNER ALSO BEING THE
NORTHWEST CORNER OF LOT 23 OF SAID FILING 2; THENCE THE FOLLOWING SEVENTEEN (17) COURSES ALONG
THE NORTHERLY BOUNDARY OF SAID WESTBANK RANCH SUBDIVISION FILING 2:
1 S69'05' 38"E 633.53 FEET TO A NO. 5 REBAR
2 N78'31'22"E 318.16 FEET TO A N0. 5 REBAR
3 562'19'08"E 376.50 FEET TO A REBAR AND CAP (ILLEGIBLE)0
4 58438'08"E 192.70 FEET TO A REBAR AND CAP (ILLEGIBLE)
5 ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 585.00 FEET, A CENTRAL
ANGLE OF 03'55'13" AND A DISTANCE OF 40.03 FEET CHORD BEARS NO3'04'17"E 40.02 FEET) TO
A #5 REBAR A
F N84'58'08"W 18332 FEET TO A NO. 5 REBAR
7 N62'19'08"W 133.53 FEET TO A N0. 5 REBAR
8 N10'46'22"E 65.11 FEET TO A 1 INCH STEEL PIPE
9 N3036'38"W 476.00 FEET TO A REBAR AND CAP, L.S. NO. 9184
10 N39'08'22"E 306.48 FEET TO A NO. 5 REBAR
11 N77'24'22"E 264.88 FEET TO A REBAR AND CAP (ILLEGIBLE)
12 533'46'38"E 544.01 FEET
13 S182938"E 217.00 FEET
1-' SO6'49'38"E 218.79 FEET TO A REBAR AND CAP, L.S. NO. 19598
15 N84'58'08"W 259.29 FEET TO A NO. 5 REBAR
16 ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 645.00 FEET, A CENTRAL
ANGLE OF 0333'20" AND A DISTANCE OF 40.03 FEET CHORD BEARS 50375'14"W 40.02 FEET) TO
A REBAR AND CAP (ILLEGIBLE)
17 584'58'08"E 334.45 FEET TO A NO. 5 REBAR, THE COMMON CORNER OF WESTBANK RANCH SUBDIVISION
FILING 2 AND WESTBANK RANCH SUBDIVISION FILING 3, SAID CORNER ALSO BENG THE NORTHWEST CORNER
OF LOT 14 OF SAID FILING 3; THENCE THE FOLLOWING SIXTEEN (16) COURSES ALONG THE WESTERLY
BOUNDARY OF SAID WESTBANK RANCH SUBDIVISION FILING 3:
1 N81'07'37"E 357,91 FEET TO A REBAR AND CAP, L.S. NO. 9184
2 N89'54'22"E 200.00 FEET TO A REBAR AND CAP, L.S. NO. 19598,
3 578'32'08"E 216.49 FEET TO A NO. 5 REBAR
4 574'29'38"E 17339 FEET TO A REBAR AND CAP (ILLEGIBLE)0
5 ^LONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 300.00FEET, A CENTRAL
ANGLE OF 09'56'03" AND A DISTANCE OF 52.02 FEET (CHORD BEARS NEJ36'54"E 51.95 FEET) TO
A REBAR AND ALUMINUM CAP, L.S. NO. 11204
6 N7429'38"W 319.84 FEET TO A REBAR AND ALUMINUM CAP, L.S. NO. 11214
7 ":33'34'38"W 232.00 FEET TO A REBAR AND CAP (ILLEGIBLE)
8 ^'22'27'38"W 382.00 FEET TO A REBAR AND CAP, L.S. N0. 9184
9 N20'22'38"W 328.18 FEET TO A NO. 5 REBAR
1C "135'29'38"W 119.00 FEET TO A REBAR AND CAP, L.S. NO. 9184
11 N5229'38"W 175.00 FEET TO A REBAR AND CAP, L.S. NO. 9184
12 '152'29'38"W 215.00 FEET TO A REBAR AND CAP, L.S. NO. 9184
N16 '18'38"W 321.00 FEET TO A REBAR AND CAP (ILLEGIBLE)
'33'56'22"E 228.90 FEET TO A REBAR AND CAP, L.S. NO. 9184
15 '79'27'38"E 475,00 FEET TO A REBAR AND CAP, L.S. NO. 9184
16 S50'4538"E 395.00 FEET TO A REBAR AND CAP, L.S. NO. 9184, SAID PUNT ALSO BEING THE
NORTHEAST CORNER OF LOT 23 OF SAID WESTBANK RANCH SUBDIVISION FILING 3; THENCE LEAVING SAID
BOUNDARY N42'04'22"E 160.00 FEET TO A POINT IN THE CENTER OF THE ROA/ING FORK RIVER; THENCE THE
TWELVE (12) FOLLOWING COURSES ALONG SAID CENTERLINE:
1 N51'47'38"W 124.10 FEET
2 N45'56'38"W 239.80 FEET
3 N64 32'38"W 507.80 FEET
4 1A184'51'38"W 169.60 FEET
5 N79'36'38"W 20300 FEET
6 N72'34'38"W 879.00 FEET
7 S87'46'22"W 342.00 FEET
8 S8522'22"W 231.00 FEET
9 565'57'22"W 517.00 FEET
10 548'42'22"W 332.00 FEET
11 569'44'22"W 363.00 FEET
12 N80'0230"W 181.97 FEET TO THE POINT OF RFC,
SAID TRACT OF LAND CONTAINING 93.860 ACRES, MORE OR LESS.
TOGETHER WITH A 30.00' WIDE ACCESS AND UTILITY EASEMENT EXTENDING FROM MEADOW LANE TO COUNTY
ROAD NO. 109 AND BEING THE SOUTHERLY 30.00 FEET OF LOT 15, WESTBANK SUBDIVISION, FILING NO. 3, AS
SHOWN ON THE PLAT THEREOF RECORDED IN THE GARFIELD COUNTY CLERK AN) RECORDER'S OFFICE.
TOGETHER WITH A CART PATH CONSTRUCTION EASEMENT THROUGH WEST BANK OPEN SPACE BEING A 25.00
FOOT WIDE STRIP OF LAND SITUATED IN LOT 24, SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID SKIP OF LAND LYING 12.50
FEET TO EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 1, A BLM BRASS CA IN PLACE; THENCE
N61'13'24"E 222328 FEET TO A POINT ON THE EASTERLY LINE OF SAID LOT 24,i410 POINT ALSO BEING ON
SAID CENTERLINE, THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LIN N48'52'57"W ALONG SAID
CENTERLINE 236.91 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG TF. ARC OF A CURVE TO
THE RIGHT HAVING A RADIUS OF 1404.75 FEET AND A CENTRAL ANGLE OF 10'55'4", A DISTANCE OF 267.94
FEET (CHORD BEARS N43'25'05"W 267.53 FEET); THENCE CONTINUING ALONG SAIECENTERLINE N69'16'39"E
20.95 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF COUNTY ROD NO. 109; THENCE
LEAVING SAID RIGHT-OF-WAY AND CONTINUING ALONG SAID CENTERLINE S69'16'3fW 30.81 FEET; THENCE
CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RICH TIAVING A RADIUS OF
25.00 FEET AND A CENTRAL ANGLE OF 42'43'58", A DISTANCE OF 18.65 FEET(CHCD BEARS N8921'22"W
18.22 FEET); THENCE CONTINUING ALONG SAID CENTERLINE N6739'23"W 56.79 FEE THENCE CONTINUING
ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RA'US OF 25.00 FEET AND
A CENTRAL ANGLE OF 64'44'47", A DISTANCE OF 28.25 FEET (CHORD BEARS 579'7'13"W 26.77 FEET);
THENCE CONTINUING ALONG SAID CENTERLINE S47'15'50"W 58.23 FEET; THENCE CQINUING ALONG SAID
CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 125)0 FEET AND A CENTRAL
ANGLE OF 0578'45", A DISTANCE OF 119.54 FEET (CHORD BEARS S4431'27"W 1199 FEET); THENCE
CONTINUING ALONG SAID CENTERLINE 541'47'05"W 96.44 FEET; THENCE CONTINUINC@LONG SAID CENTERLINE
ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET AA A CENTRAL ANGLE OF
18'48'32", A DISTANCE OF 32.83 FEET(CHORD BEARS 551 '11'21"W 32.68 FEET); TRICE CONTINUING ALONG
SAID CENTERLINE 560'35'37"W 46.99 FEET; THENCE CONTINUING ALONG SAID CEN MINE ALONG THE ARC OF
A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLEF 16'49'45", A
DISTANCE OF 29.37 FEET(CHORD BEARS 569'00'29"W 29.27 FEET); THENCE CONTIN/G ALONG SAID
CENTERLINE 577'25'22"W 39.30 FEET; THENCE CONTINUING ALONG SAID CENTERLINEA.ONG THE ARC OF A
CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE 0E715'59", A DISTANCE OF
14.52 FEET (CHORD BEARS S60'47'22"W 14.31 FEET); THENCE CONTINUING ALONG AI CENTERLINE
544'09'23"W 33.76 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE AC OF A CURVE TO THE
LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 29'35'03", A DITNCE OF 25.82
FEET(CHORD BEARS 52921'52"W 25.53 FEET); THENCE CONTINUING ALONG SAID CEIRLINE S1434'20"W
21.94 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A C;L TO THE LEFT
HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 25'18'20", A DISTANC F 22.08 FEET (CHORD
BEARS 501'55'10"W 21,90 FEET); THENCE CONTINUING ALONG SAI0 CENTERLINE S1040"E 127,50 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE SHT HAVING A RADIUS
OF 25.00 FEET AND A CENTRAL ANGLE OF 71'09'00", A DISTANCE OF 31.05 FEET(CHD BEARS S24'50'30"W
29.09 FEET); THENCE CONTINUING ALONG SAID CENTERLINE S6025'O0"W 83.15 FEET;IENCE CONTINUING
ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RAD OF 25.00 FEET AND
A CENTRAL ANGLE OF 6829'58", A DISTANCE OF 29.89 FEET (CHORD BEARS S26'1CW 28.14 FEET);
THENCE CONTINUING ALONG SAID CENTERLINE 508'04'58"E 10.67 FEET TO A POINT CNE SOUTHERLY LINE
OF LOT 24 OF SAID SECTION 1, THE TERMINUS. WHENCE THE SOUTHWEST CORNER OMO SECTION 1 BEARS
550'30'32"W 1335.39 FEET.
TOGETHER WITH A CART PATH CONSTRUCTION EASEMENT THROUGH TROUT BEING A 4) FOOT WIDE STRIP
OF LAND SITUATED IN LOT 26 AND 27, SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 N OF THE SIXTH
PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO; SAID STRIP OF LAYING 20,00 FEET TO
EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE:
SHEET 1 OF 8
DEDICATION CONTINUFQ
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 1, A BLM BRASS CAP IN PLACE; THENCE
N50'30'32"E 1335.39 FEET TO A POINT ON THE NORTHERLY LINE OF SAID LOT 26, SAID POINT ALSO BEING ON
SAID CENTERLINE, THE POINT OF BEGINNING; THENCE LEAVING SAID NORTHERLY LINE S08'04'S8"W ALONG SAID
CENTERLINE 38.58 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 25.0G FEET AND A CENTRAL ANGLE OF 79'39'45", A DISTANCE OF 34.76
FEET(CHORD BEARS 531'44'55"W 32.03 FEET); THENCE CONTINUING ALONG SAID CENTERLINE 571'34'47"W 11.95
FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A
RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 21'47'02", A DISTANCE OF 19.01 FEET (CHORD BEARS
58228'18"W 18,90 FEET); THENCE CONTINUING ALONG SAID CENTERLINE N81'44'27"W 16.83 FEET; THENCE
CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 25.00
FEET AND A CENTRAL ANGLE OF 95'09'44", A DISTANCE OF 41.52 FEET (CHORD BEARS 550'40'40"W 36.91
FEET); THENCE CONTINUING ALONG SAID CENTERLINE SO1'01'23"W 29.68 FEET; THENCE CONTINUING ALONG SAID
CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL
ANGLE OF 31'40'51", A DISTANCE OF 27.65 FEET(CHORD BEARS S1651'49"W 27.30 FEET); THENCE CONTINUING
ALONG SAID CENTERLINE S32'42'74"W 88.36 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE
ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 26'01'54", A
DISTANCE OF 22.72 FEET (CHORD BEARS S19'41'77"W 22.52 FEET); THENCE CONTINUING ALONG SAID CENTERLINE
S06'40'20"W 19.05 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE
LEFT HAVING A RADIUS OF 25,00 FEET AND A CENTRAL ANGLE OF 60'30'09", A DISTANCE OF 26.40 FEET
(CHORD BEARS S23'34'44"E 25.19 FEET); THENCE CONTINUING ALONG SAID CENTERLINE S53'49'49"E 8.59 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF
25.00 FEET AND A CENTRAL ANGLE OF 2856'52", A DISTANCE OF 12.63 FEET(CHORD BEARS S39'21'22"E 12.50
FEET); THENCE CONTINUING ALONG SAID CENTERLINE 524'52'56"E 10.28 FEET; THENCE CONTINUING ALONG SAID
CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET AND A CENTRAL
ANGLE OF 42'02'11", A DISTANCE OF 18.34 FEET(CHORD BEARS 503'51'51"E 17.93 FEET); THENCE CONTINUING
ALONG SAID CENTERLINE SI7'09'15"W 46.43 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC
OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 1032'50", A
DISTANCE OF 18,41 FEET(CHORD BEARS S22'25'40"W 18.38 FEET); THENCE CONTINUING ALONG SAID CENTERLINE
S27'42'05"W 49.78 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE
LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 46'09'03", A DISTANCE OF 40.27 FEET
(CHORD BEARS SO4'37'33"W 39 '9 FEET); THENCE CONTINUING ALONG SAID CENTERLINE S7826'597 9.34 FEET;
THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF
50.00 FEET AND A CENTRAL ANGLE OF 41'51'43", A DISTANCE OF 36.53 FEET(CHORD BEARS S0228'53"W 35.72
FEET); THENCE CONTINUING ALONG SAID CENTERLINE 523'24'44"W 52.26 FEET; THENCE CONTINUING ALONG SAID
CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL
ANGLE OF 39'55'48", A DISTANCE OF 34,85 FEET (CHORD BEARS 50376'50"W 34,14 FEET); THENCE CONTINUING
ALONG SAID CENTERLINE 516'31'04"E 8.35 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC
OF A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 48'53'14", A DISTANCE
OF 42.66 FEET (CHORD BEARS 807'55'33"W 41.38 FEET); THENCE CONTINUING ALONG SAID CENTERLINE
S3222'11"W 27.64 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE
LEFT HAVING A RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 26'24'43", A DISTANCE OF 2305 FEET
(CHORD BEARS 519'09'49"W 22.85 FEET); THENCE CONTINUING ALONG SAID CENTERLINE S05'57'27"W 107.09
FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A
RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 0531'35", A DISTANCE OF 9.65 FEET (CHORD BEARS
S03'11'40"W 9.64 FEET); THENCE CONTINUING ALONG SAID CENTERLINE 500'25'52"W 48.93 FEET; THENCE
CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 100.00
FEET AND A CENTRAL ANGLE OF 09'55'00", A DISTANCE OF 17.31 FEET(CHORD BEARS 50523'22"W 17.29 FEET)
TO A POINT ON THE SOUTHERLY LINE OF LOT 26 OF SAID SECTION 1, THE TERMINUS; WHENCE THE SOUTHWEST
CORNER OF SAID SECTION 1 BEARS .N88'08'24"W 801.05 FEET.
SAID PARCEL CONTAINING 534.189 ACRES, MORE OR LESS.
EXCEPTING TRACTS 1, 2, 3, AND 4, PREVIOUSLY CONVEYED TO GARFIELD COUNTY BY THE FINAL PLAT OF ROSE
RANCH PLANNED UNIT DEVELOPMENT, PHASE I, RECORDED ON SEPTEMBER 11, 2000 AS RECEPTION NUMBER
569183.
THAT SAID OWNER HAS CAUSED SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS THE AMENDED
AND RESTATED FINAL PLAT, IRGJ2KIDGE PLANNED UNIT DEVELOPMENT, PHASE 1 (HEREINAFTER, "IRONBRIDGE
PUD"), A SUBDIVISION OF A PART OF GARFIELD COUNTY COLORADO AND DOES HEREBY MAKE THE FOLLOWING
DEDICATIONS OF PORTIONS THEREOF':
1, ALL STREETS, ROADS AND BIKE PATHS HEREIN LAID OUT, ARE HEREBY DEDICATED AND SET APART TO THE
PUBLIC FOREVER, SUBJECT 7' THE RIGHT OF APPROPRIATE PUBLIC UTILITY COMPANIES AND SPECIAL
DISTRICTS TO UTILIZE SAID t. TS AND ROADS AS UTILITY EASEMENTS AND SUBJECT TO THE OWNER,
ITS SUCCESSORS AND ASSIGNS, TO UTILIZE SAID STREETS AND ROADS FOR THE TRAVEL OF GOLF CARTS
AND GOLF COURSE MAINTENANCE VEHICLES.
2. ALL TRACTS AND PARCELS.%IDENTIFIED HEREIN AS COMMON AREA(S) ARE HEREBY DEDICATED AND SET
APART TO THE IRONBRIDGE PROPERTY OWNERS ASSOCIATION, INC., A COLORADO NON-PROFIT
CORPORATION (HEREINAFTER, "PROPERTY OWNERS ASSOCIA TION").
3. ALL TRACTS AND PARCELS IDENTIFIED HEREIN AS PUBLIC FISHING EASEMENT(S) ARE HEREBY DEDICATED AND
SET APART TO THE PROPERTY OWNERS ASSOCIATION, SUBJECT TO A PUBLIC CONSERVATION EASEMENT IN
GROSS PURSUANT TO WHICH ANY MEMBER OF THE PUBLIC SHALL HAVE THE RIGHT TO MAKE USE OF SAID
EASEMENTS AS PUBLIC FISHING AND RECREA TION AREAS, PROVIDED:
A. ACCESS TO THE SUBJECT PROPERTIES SHALL BE LIMITED TO BOAT ACCESS ONLY. NO ACCESS RIGHTS,
EXPRESS OR IMPLIED, FOR THIS PURPOSE HAVE BEEN ESTABLISHED UPON ANY OF THE PROPERTY
CONTAINED WITHIN THE IRONBRIDGE PUD;
B. NO TRASH, LITTER, ASHES, GARBAGE OR OTHER WASTE MATERIALS SHALL BE DUMPED, ABANDONED OR
OTHERWISE DEPOSITED ON THE SUBJECT PROPERTIES;
C. NO STRUCTURES OF ANY KIND, INCLUDING BUT NOT LIMITED TO, DEVICES FOR THE EMBARKATION OR
DISEMBARKATION OF BOATS, RAFTS OR OTHER FLOATATION DEVICES SHALL BE CONSTRUCTED OR LOCATED
UPON THE SUBJECT PROPERTY; AND
D. USE BY THE PUBLIC OF THE SUBJECT PROPERTIES SHALL BE LIMITED EXCLUSIVELY TO DAYLIGHT HOURS.
4. THOSE PORTIONS OF THE IRON'BR/DGE PUD IDENTIFIED HEREIN AS UTILITY EASEMENTS ARE HEREBY DEDICATED
AND SET APART TO ALL APPROPRIATE PUBLIC UTILITY COMPANIES AND SPECIAL DISTRICTS AS PERPETUAL
EASEMENTS FOR THE INSTALLA7/0N, MAINTENANCE, REPLACEMENT AND REPAIR OF UTILITIES, INCLUDING BUT
NOT LIMITED TO, WA TER AND SOWER LINES, GAS LINES, ELECTRICAL LINES AND TELEPHONE LINES TOGETHER
WITH A PERPETUAL RIGHT OF INGRESS AND EGRESS FOR SAID INSTALLATION, MAINTENANCE, REPAIR AND
REPLACEMENT.
IN WITNESS HEREOF, SAID OWNER HAS CAUSED ITS NAME TO BE HEREUNDER SUBSCRIBED THIS ___ DAY OF
A.D. 2004
OWNER: LB ROSE RANCH LLC, A PELAWARE LIMITED LIABILITY COMPANY
BY: PAM/ LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGING MEMBER
STATE OF NEW YORK
COUNTY OF NEW YORK
)SS
BY
MARGUERITE M. BROGAN
AUTHORIZED SIGNATORY
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___ DAY OF
BY
MARGUERITE M. BROGAN, AS AUTHORIZED SIGNATORY FOR PAMI, LLC, A DELAWARE LIMITED LIABILITYO4 COMPANY,
MANAGING MEMBER OF LB ROSE RANCH LLC, A DELAWARE LIMITED LIABILITY COMPANY
WITNESS MY HAND AND SEAL
MY COMMISSION EXPIRES: -
NOTARY PUBLIC
N1/2 OF SECTION 2
MERIDIAN,
SHEET INDEX
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
PLAT - SIGNATURES
PLAT - NOTES
PLAT - BOUNDARY
PLAT - BOUNDARY
PLAT - LOTS
PLAT - LOTS
PLAT - LOTS
PLAT - LOTS
HIGH COU\TRY
NGINEERI\G,
VICINITY MAP
SCALE: 1" = 2000'
SURVEYOR'S CERTIFICATE
1, FRANK W. HARR/NGTON, DO HEREBY STATE THAT 1 AM A REGISTERED LAND SURVEYOR
LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE,
CORRECT AND COMPLETE PLAT OF THE AMENDED AND RESTA TED FINAL PLAT, IRONBRIDGE
PLANNED UNIT DEVELOPMENT, PHASE 1, AS LAID OUT, PLATTED, DEDICATED AND SHOWN
HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME
AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE
LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS THE SAME ARE STAKED UPON THE
GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND.
IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS DAY OF
A.D. 200__.
FRANK W. HARRINGTON, L.S. #19598
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS,
CALCULATIONS OR DRAFTING. PURSUANT TO C.R.S. 1973, 38-51-101 AND 102 (REVISED).
GARFIELD COUNTY SURVEYOR
DATE
ATTORNEY CERTIFICATE
1, TIMOTHY A. THULSON, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF
COLORADO, DO HEREBY CERTIFY THAT THIS SUBDIVISION /S IN SUBSTANTIAL COMPLIANCE WITH
THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984, AS AMENDED, AND THAT ALL
DEDICATIONS TO THE PUBLIC ARE FREE AND CLEAR ANY LIENS, CLAIMS AND ENCUMBRANCES
OF RECORD, EXCEPT:
TIMOTHY A. THULSON
DATE
BOARD OF COUNTY COMMISSIONERS CERTIFICATE
THIS PLAT, APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY,
COLORADO THIS DAY OF , A.D. 200 FOR FILING
WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO THE
COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON; SUBJECT TO THE PROVISION THAT
APPROVAL IN NO WAY OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTING OF
IMPROVEMENTS ON LANDS, PUBLIC HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC
EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS AND
FURTHER THAT SAID APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE
CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC HIGHWAYS.
BY:
BOARD OF COUNTY COMMISSIONERS
OF GARFIELD COUNTY, COLORADO
CHAIRMAN
WITNESS MY HAND AND THE SEAL OF THE COUNTY OF GARFIELD,
ATTEST:
COUNTY CLERK
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK ANO RECORDER OF GARFIELD
COUNTY AT O'CLOCK .M., ON THE DAY OF
A.D. 200___, AND IS DULY RECORDED IN BOOK , PAGE , RECEPTION NO.
INC.
CONSULTING ENGINEERS AND SURVEYORS
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601 (970) 945-8676
ATTEST:
BY:
CLERK AND RECORDER
DEPUTY
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PLAT NOTES
1. THIS RESTATED PLAT SUPPLANTS AND REPLACES IN ITS ENTIRETY THE PLAT HERETOFORE RECORDED IN THE
RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO ENTITLED, FINAL PLAT OF ROSE
RANCH PLANNED UNIT DEVELOPMENT PHASE 1, HERETOFORE RECORDED IN THE RECORDS OF THE CLERK
AND RECORDER FOR GARFIELD COUNTY, COLORADO ON SEPTEMBER 11, 2000 AS RECEPTION NO, 569188.
2. THE IRONBRIDGE PUD IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS SET FORTH WITHIN THE
FOLLOWING IDENTIFIED RESOLUTIONS OF APPROVAL ISSUED BY THE BOARD OF COUNTY COMMISSIONERS FOR
GARFIELD COUNTY, COLORADO, TO WIT:
A. RESOLUTION N0. 98-80, APPROVING PLANNED UNIT DEVELOPMENT, AS AMENDED BY RESOLUTION NOS,
99-067 AND 2003-___, HERETOFORE RECORDED IN THE RECORDS OF THE CLERK AND RECORDER
FOR GARFIELD COUNTY, COLORADO AS RECEPTION NOS. 531935, 546856 AND
RESPECTIVEL Y
B. RESOLUTION 2003-___, APPROVING PRELIMINARY PLAN, HERETOFORE RECORDED IN THE RECORDS OF
THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO AS RECEPTION NO.
3, THE IRONBRIDGE PUD IS SUBJECT TO THE TERMS, CONDITIONS AND PROVISIONS SET FORTH WITHIN THE
FOLLOWING IDENTIFIED DOCUMENTS, TO WIT:
A. RESTATED DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS FOR IRONBRIDGE
RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO AS
RECEPTION NO. 623133;
B. EASEMENT AGREEMENT BY AND BETWEEN ROARING FORK INVESTMENTS, LLC, AND WESTBANK MESA
HOMEOWNERS ASSOCIA TION, INC. RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR
GARFIELD COUNTY, COLORADO AS RECEPTION NO. 522915;
C. CONSERVATION EASEMENT CONVEYED BY ROARING FORK INVESTMENTS, LLC TO THE ROARING .rOPK
CONSERVANCY, RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY,
COLORADO AS RECEPTION NO. 569196; AND
D. DECLARATION OF GOLF COURSE FACILITIES DEVELOPMENT, CONSTRUCTION AND OPERATIONAL EASEMENT,
RECORDED IN THE RECORDS OF THE CLERK AND RECORDER FOR GARFIELD COUNTY, COLORADO AS
RECEPTION NO. 569195;
4. AS A CONDITION PRECEDENT TO THE ISSUANCE OF A BUILDING PERMIT FOR ANY RESIDENTIAL HOUSING UNIT,
AN IMPACT FEE OF $750.00 SHALL BE PAID BY THE OWNER OF THE LOT THEREOF TO THE GARFIELD
COUNTY BUILDING AND PLANNING DEPARTMENT FOR PUBLIC TRANSIT FACILITIES AND SERVICES TO
BE PROVIDED BY THE ROARING FORK TRANSIT AUTHORITY.
5. ALL STRUCTURES LOCA TED WITHIN THE IRONBRIDGE PUD SHALL HAVE ENGINEERED FOUNDATIONS. BASEMENTS
SHALL BE ALLOWED ONLY WHERE SAFE, AS DETERMINED BY A QUALIFIED GEOTECHNICAL ENGINEER.
6. ON LOTS 94, 95, 96 AND 108-118, THE CONSTRUCTION OF HOMES SHALL NOT TAKE PLACE DURING THE
TIME PERIOD BETWEEN FEBRUARY 15 AND MAY 31,
7. XERISCAPE LANDSCAPING SHALL BE REQUIRED ON LOTS 119-155 AND LOTS 161-171, WHICH ARE LOCATED
ON HISTORICALLY NON -IRRIGATED AREAS CONTAINING COLLAPSIBLE SOILS.
8. GRADING ON SLOPES POSSESSING GRADES STEEPER THAN 30% SHALL NOT BE ALLOWED EXCEPT IN THE
FOLLOWING IDENTIFIED PARCELS OR AREAS DEPICTED HEREIN, FOLLOWING SITE SPECIFIC GEOTECHNICAL
REVIEW BY THE GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT OR ITS DESIGNATED
REPRESEN TA TI VES, TO WI T:
A. GOLF CART PATH BELOW COUNTY ROAD 109;
B. WATER TANK LOCATION;
C. WATER TANK ACCESS ROAD; AND
D. ALL GOLF COURSE PARCELS
9. PRIOR TO ANY EXCAVATIONS, ALL UTILITY COMPANIES SHALL BE NOTIFIED FOR A FIELD LOCATION OF THEIR
RESPECTIVE UTILITY LINES AND FACILITIES.
10. NO WOOD BURNING STOVES OR SOLID FUEL FIREPLACES OR STOVES SHALL BE ALLOWED WITHIN THE
IRONBRIDGE PUD EXCEPT FOR TWO OPEN HEARTH FIREPLACES IN THE GOLF COURSE CLUBHOUSE Fnt:ILITIES.
THERE SHALL BE NO RESTRICTION ON THE NUMBER OF NATURAL GAS BURNING FIREPLACES OR APPL"..VICES.
11. THERE SHALL BE A MINIMUM 20' SETBACK FROM SINKHOLES FOR ALL STRUCTURES UNLESS MITIGAT10"
MEASURES APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER ARE INSTITUTED.
12. A MAXIMUM OF ONE DOG SHALL BE ALLOWED FOR EACH RESIDENTIAL DWELLING
UNIT. THIS LIMITATION SHALL BE ENFORCED BY THE PROPERTY OWNERS ASSOCIATION.
13. AT OR PRIOR TO THE CLOSING OF EACH LOT WITHIN THE IRONBRIGE PUD, A WAIVER OF CLAIMS AGA;NST
GARFIELD COUNTY SHALL BE EXECUTED AND DELIVERED TO THE GARFIELD COUNTY BUILDING AND PLANNING
DEPARTMENT BY EACH PURCHASER/OWNER OF THE PROPERTY FOR ANY ALL CLAIMS PERTAINING TO THE
FOLLOWING:
A. FOUNDATION BREAKS RESULTING FROM COLLAPSIBLE UNDERLYING GEOLOGY AND HIGHLY PERMEABLE SOILS
AND THE EFFECTS OF IRRIGATING THE GOLF COURSE AND LAWNS;
B. BREAKAGE OF POND LINERS RESUL TING FROM UNDERLYING HYDROCOMPACTIVE SOILS;
C. POTENTIAL GROUND SUBSIDENCE IN THE MAJORITY OF THE ALLUVIAL FANS WHERE DEVELOPMENT IS
PROPOSED RESULTING FROM SINK HOLES, GROUND FISSURING AND PIPING SOIL DISSOLUTION; AND
D. GROUND SETTLEMENT AND SUBSIDENCE IN RESIDENTIAL AREAS SURROUNDING PONDS WITHIN THE ALLUVIAL
FAN AREAS DUE TO SEVERE WETTING OF HYDROCOMPACTIVE SOILS FROM POND LEAKAGE.
14. THE FOLLOWING RESTRICTIONS SHALL PERTAIN TO THE GOLF COURSE PARCELS HEREIN IDENTIFIED, TO WIT:
A. ALL AREAS DISTURBED DURING CONSTRUCTION OF GOLFING FACILITIES ON THE GOLF COURSE SHALL RE
RE -SEEDED AND MAINTAINED IN CONFORMANCE WITH THE HABITAT IMPROVEMENT MEASURES IDENTIFIED
WITHIN THE REPORT ENTITLED, "RECOMMENDATIONS FOR IMPROVING BIG GAME HABITAT ON THE ROSE
RANCH DEVELOPMENT WEST OF COUNTY ROAD 109", PREPARED BY BEATTIE NATURAL RESOURCES
CONSULTING, INC. ON OCTOBER 22, 1998, AS THE SAME MAY BE FURTHER AMENDED OR ALTERED BY
OWNER WITH THE APPROVAL OF THE COLORADO DIVISION OF WILDLIFE.
B. OWNER(S), AGENTS AND EMPLOYEES OF THE OWNER(S) OF THE GOLF COURSE PARCELS SHALL BE
PROHIBITED FROM CHASING, SCARING, DISTURBING, HAZING OR FROM USING ANY OTHER FORM OF
HARASSMENT TO COERCE BIG GAME (DEER/ELK) OFF THE GOLD COURSE PARCELS;
C. OWNER(S) SHALL WAIVE AND HOLD HARMLESS THE COLORADO DIVISION OF WILDLIFE FROM ANY AND ALL
CLAIMS FOR DAMAGES TO LANDSCAPING IMPROVEMENTS OR ORNAMENTAL PLANTS LOCA TED WITHIN THE
GOLF COURSE PARCELS AND RESULTING FROM THE ACTIVITIES OF BIG GAME (DEER/ELK);
D. OWNER(S) SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL ANIMAL CARCASSES
LOCATED UPON THE GOLF COURSE PARCELS;
E. ALL GOLFING FACILITIES SHALL BE INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE
RECOMMENDATIONS CONTAINED WITHIN THE REPORTS PREPARED BY ENVIRONMENTAL & TURF SERVICES,
INC. AND ENTITLED, "THE ROSE RANCH INTEGRATED GOLF COURSE MANAGEMENT PLAN" (AUGUST 31,
1998), COPIES OF WHICH SHALL A T ALL TIMES BE AVAILABLE FOR INSPECTION BY ALL GOLF
COURSE PERSONNEL;
F. ALL DRAINAGE STRUCTURES SHALL BE MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS
OF THE REPORT PREPARED BY HIGH COUNTRY ENGINEERING, INC ENTITLED, "MAINTENANCE PLAN FOR
ROSE RANCH'S BEST MANAGEMENT PRACTICES - WATER QUALITY AND DRAINAGE STRUCTURES"
(OCT 14, 1998) AS MODIFIED BY THE REPORT PREPARED BY HIGH COUNTRY ENGINEERING, INC.
EN TITLED, "DRAINAGE REPORT FOR ROSE RANCH P. U,D." (APRIL 3, 2003), COPIES OF WHICH SHALL A T
ALL TIMES BE AVAILABLE FOR INSPECTION BY ALL GOLF COURSE PERSONNEL; AND
G. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS FOR
MITIGATION OF SETTLEMENT AND DISTRESS TO BUILDINGS, ROADWAY AND UTILITIES CONTAINED WITHIN
THE REPORT PREPARED BY HEPWORTH-PAWLACK GEOTECHNICAL, INC. OF SEPTEMBER 10, 1998, A
COPY OF WHICH SHALL AT ALL TIMES BE AVAILABLE FOR INSPECTION BY ALL GOLF COURSE
PERSONNEL.
15. THE ROBERTSON DITCH HAS A 40' WIDE EASEMENT, BEING 20' ON EACH SIDE OF THE CENTERLINE OF
SAID DITCH AS IDENTIFIED HEREIN.
16. IRRIGATION SHALL NOT BE ALLOWED WITHIN 100' OF WELLS 3, 4 5 AND 7 AS IDENTIFIED ON SHEET 3
HEREIN. OR A
17. THE AREA TO THE SOUTH OF THE GOLDEN EAGLE PROTECTION ZONE AS IDENTIFIED HEREIN SHALL BE
CLOSED TO THE PUBLIC FROM MARCH 15 THROUGH JULY 1
18, GOLF COURSE PARCEL 1 SHALL BE CLOSED TO THE PUBLIC FROM DECEMBER 1 THROUGH MARCH 31.
19. ALL COSTS AND EXPENSES INCURRED DURING THE INSTALLATION, MAINTENANCE, REPAIR AND/OR
REPLACEMENT OF THE PUBLIC ROADS DEDICATED HEREIN SHALL BE BORNE BY THE PROPERTY
OWNERS ASSOCIATION AND NOT GARFIELD COUNTY.
I/;'ON
AMh;NDF,'D AND Rh'STATH'D FINAL PLAT
RIDGE J [,ANNED UNIT I)EVE[,0P
PHASK I
ENT
A PARCEL OF LAND SITUATED IN LOTS 28, 29 AND 30 OF SECTION 1, LOTS 2, 3, 4, 7, 8, 9, 12, 13, 15, 16 OF SECTION 12, AND THE N1/2 OF SECTION 2
TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND 51/2 SECTION 35 TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 2 OF 8
EASEMENTS
1. THERE SHALL BE A 10 FOOT EASEMENT FOR UTILITIES ALONG THE FRONT LOT LINES OF ALL LOTS ADJOINING
ROADS WHOSE RIGHT-OF-WAY IS 60 FEET WIDE.
2. THERE SHALL BE A 10 FOOT WIDE EASEMENT FOR UTILITIES ALONG THE SIDE LOT LINES FOR ALL LOTS. THE
EASEMENTS WILL BE 5 FEET ON EACH SIDE OF SAID SIDE LOT LINES.
3. THERE SHALL BE A 15 FOOT EASEMENT FOR UTILITIES ALONG THE REAR LOT LINES OF ALL LOTS.
4. EXISTING EASEMENTS ARE DEPICTED ON SHEETS 2-8 OF THE ACCOMPANYING PLAT.
5. EASEMENTS ACCROSS RUTURE DEVELOPMENT PARCELS SHALL BE DEDICATED UPON THE FINAL PLAT OF SUCH
FILINGS.
SURVEYOR'S NOTES
1. DATE OF THIS SURVEY WAS MARCH AND APRIL 1996.
2. BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 88'08'24 W, BETWEEN THE SOUTHWEST CORNER OF
SECTION 1, A BLM BRASS CAP AND THE NORTH QUARTER CORNER OF SECTION 12, A BLM BASS CAP. BOTH
FOUND IN PLACE.
3. THIS SURVEY IS BASED ON EXISTING SECTION CORNERS AND PROPERTY CORNERS FOUND IN PLACE AS SHOWN,
A PLAT OF J. V. ROSE PROPERTY (TAYLOR RANCH) AS PREPARED BY SCARROW AND WALKER, DATED JUNE 1967
AND DOCUMENTS OF RECORD.
4. OWNER/APPLICANT - LB ROSE RANCH, LLC, ROARING FORK INVESTMENTS, LLC, A COLOR WO LIMITED LIABILITY
COMPANY, 19563 EAST NAINSTREET, SUITE 200, PARKER, COLORADO 80138 (303)841-8072
MINERAL OWNERS
1. JAMES LAVERN ROSE
P.O. BOX 1240
RIFLE, COLORADO 81602
2. WESTBANK RANCH J#1 LTD.
235 OAK LANE
GLENWOOD SPRINGS, COLORADO 81601
3. UNITED STATES OF AMERICA
C/0 BUREAU OF LAND MANAGEMENT
P.O. BOX 1009
GLENWOOD SPRINGS, CO 81601
4. ESTA TE OF JOHN C. RIGNEY (DECEASED)
5. ESTATE OF PHIL T. RIGNEY (DECEASED)
6. WILLIAM WALTER GENTRY A.K.A. WILLIAM GENTRY
HIGH COUNTRY
HI1\\vvT'
GIN EERIN G,
INC.
CONSULTING ENGINEERS AND SURVEYORS
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601
(970) 945-8676
LOT AREA
CLUB HOUSE
90 33,605
91 27,951
92 26,796
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
22,662
28,424
38,198
42,360
15,683
16,608
16,237
16,972
20,483
23,737
19,412
19,448
16,586
18,570
18,823
17,036
16,636
16,502
16,597
10,065
10,598
20,100
20,020
20,011
20,126
20,662
24,605
22,346
22,404
29,050
23,749
17,443
17,339
15,765
15,259
15,106
15,069
15,069
15,080
15,107
19,201
15,404
17,292
15,357
15,127
15,573
15,341
21,958
13,687
15,313
15,708
15,278
17,772
18,841
17,835
18,377
15,687
15,131
15,957
15,469
15,203
15,193
15,937
16,318
15,010
15,542
15,231
15,035
15,159
18,299
15,540
15,311
18,610
15,724
15,208
15,496
15,593
15,369
171 17,359
LOT TOTAL
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4
RIGHT-OF-WAY
GOLF COARSE PARCEL 1
GOLF COARSE PARCEL 2
GOLF COARSE PARCEL 3
GOLF COARSE PARCEL 4
GOLF COARSE PARCEL 5
GOLF COARSE PARCEL 6
GOLF COARSE PARCEL 7
TOTAL GOLF COARSE
COMMUNITY COMMON AREA
TELLER SPRINGS BUFFER ZONE
BLUE HERON PROTECTION ZONE
BLUE HERON CONSERVATION EASEMENT
TOTAL COMMON AREA
TRACT 1 PREVIOUSLY CONVEYED
TRACT 2 PREVIOUSLY CONVEYED
TRACT 3 PREVIOUSLY CONVEYED
TRACT 4 PREVIOUSLY CONVEYED
TOTAL TRACTS CONVEYED TO GARCO,
LAND USE SUMMARY
(S.F.) ADDRESS
0430 IRONBRIDGE DRIVE
0406 RIVER BEND WAY
0382 RIVER BEND WAY
0368 RIVER BEND WAY
0342 RIVER BEND WAY
0322 RIVER BEND WAY
0304 RIVER BEND WAY
0284 RIVER BEND WAY
0403 RIVER BEND WAY
0379 RIVER BEND WAY
0365 RIVER BEND WAY
0325 RIVER BEND WAY
0059 WILD ROSE COURT
0045 WILD ROSE COURT
0029 WILD ROSE COURT
0015 WILD ROSE COURT
0195 RIVER BEND WAY
0234 WILD ROSE DRIVE
0214 WILD ROSE DRIVE
0192 WILD ROSE DRIVE
0172 WILD ROSE DRIVE
0158 WILD ROSE DRIVE
0144 WILD ROSE DRIVE
0126 WILD ROSE DRIVE
0106 WILD ROSE DRIVE
0295 SILVER MOUNTAIN DR
0281 SILVER MOUNTAIN DR
0263 SILVER MOUNTAIN DR
0241 SILVER MOUNTAIN DR
0227 SILVER MOUNTAIN DR
0203 SILVER MOUNTAIN DR
0191 SILVER MOUNTAIN DR
0177 SILVER MOUNTAIN DR
0167 SILVER MOUNTAIN DR
0157 SILVER MOUNTAIN DR
0133 SILVER MOUNTAIN DR
0136 SILVER MOUNTAIN DR
0196 SILVER MOUNTAIN DR
0252 SILVER MOUNTAIN DR
0290 SILVER MOUNTAIN DR
0070 WILD ROSE DRIVE
0054 WILD ROSE DRIVE
0028 WILD ROSE DRIVE
0010 WILD ROSE DRIVE
0091 SILVER MOUNTAIN DR
0057 SILVER MOUNTAIN DR
0064 WHITE PEAKS LANE
0084 WHITE PEAKS LANE
0092 WHITE PEAKS LANE
0116 WHITE PEAKS LANE
0126 WHITE PEAKS LANE
0129 WHITE PEAKS LANE
0119 WHITE PEAKS LANE
0099 WHITE PEAKS LANE
0081 WHITE PEAKS LANE
0061 WHITE PEAKS LANE
0047 WHITE PEAKS LANE
0031 WHITE PEAKS LANE
0026 RIVER BEND WAY
0054 RIVER BEND WAY
0015 WHITE PEAKS LANE
0048 SILVER MOUNTAIN DR
0066 SILVER MOUNTAIN DR
0043 WILD ROSE DRIVE
0065 WILD ROSE DRIVE
0073 WILD ROSE DRIVE
0117 WILD ROSE DRIVE
0149 WILD ROSE DRIVE
0179 WILD ROSE DRIVE
0211 WILD ROSE DRIVE
0235 WILD ROSE DRIVE
0170 RIVER BEND WAY
0150 RIVER BEND WAY
0124 RIVER BEND WAY
0108 RIVER BEND WAY
0100 RIVER BEND WAY
0080 RIVER BEND WAY
0067 RIVER BEND WAY
0091 RIVER BEND WAY
0103 RIVER BEND WAY
0129 RIVER BEND WAY
0153 RIVER BEND WAY
0171 RIVER BEND WAY
TOTAL PHASE I
FUTURE DEVELOPMENT
TOTAL ALL AREAS
LAND USE
GOLF COURSE
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
34.567 AC±
2.942 AC±
4.412 AC±
3.978 AC±
18.567 AC±
9.645 AC±
54.977 AC±
18.990 AC±
9.984 AC±
12.733 AC±
9.764 AC±
35.666 AC±
93.860 AC±
235,974 AC±
125.909 AC±
3.705 AC±
15,762 AC±
7.112 AC±
152,488 AC±
0.673 AC±
0.078 ACf
0.002 AC±
0.021 AC±
0,774 AC±
• 433.448 ACf
• 100.741 AC±
= 534.189 AC±
VICINITY MAP
SCALE: 1" = 2000'
SHEET LAYOUT
N.T.S.
SHEET INDEX
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
SHEET 7
SHEET 8
PLAT - SIGNATURES
PLAT - NOTES
PLAT - BOUNDARY
PLAT - BOUNDARY
PLAT - LOTS
PLAT - LOTS
PLAT - LOTS
PLAT - LOTS
IRONBRIDGE PU.D 97042.09 2/2/04 \C0V-PHS1 SHEET 2 OF 8
LINE TABLE
LINE
LENGTH
BEARING
L1
208.21
N59'20'23'W
L2
60.78
N63°47'19'W
L3
334.00
N63°47'23'W
L4
334.00
N63°47'20'W
L5
298.51
S37°11'37'W
L6
539.13
N64°20'33'W
L7
523.30
N69°24'54'W
L8
147.51
N61°41'54'W
L9
646.80
N34°19'54'W
L10
516.97
N29'54'54'W
L11
43.14
S89°15'45'W
L12
559.76
N41'07'10'W
L13
519.80
N47'56'39'W
L14
466.70
N47°16'43'W
L15
123.72
N34'28'09'W
L16
390.41
N04°45'38'W
L17
130.25
N08°01/51'E
L18
211.00
S67°25'06'W
L19
60690
N00°22'1I'W
L20
741.05
NO3'11'58'E
L21
555.52
N00°06102'W
L22
220.61
N89'59'08'E
L23
169.14
S12'57'48'E
L24
324.74
S87'58125'E
L25
174.01
N89°52'26'E
L26
53.97
S21°55'10'W
L27
165.35
S89'59'08'W
L28
28.27
N45'01'42'W
L29
855.53
N89'59'08'11
L30
30.84
N13°15'08'E
L31
86.97
N13'40'41'E
L32
8.37
N14°26'34'E
L33
721.97
S08°15139'E
L34
215.26
S09'37'30'E
L35
716.14
S09'32'11'E
L36
1739.93
S09°24'35'E
L37
70.62
S03'45'38'E
L38
230.57
S12'45101'E
L39
239.80
S47°56'38'E
L40
485.97
S33°51120'E
L41
511.09
S53°29'25'E
L42
773.97
S18°43143'E
L43
171.27
N11°21'36'E
L44
83.25
N19°24'30'E
L45
20.16
N65°25'04'W
L46
100.00
S01°19106'W
L47
150.00
S88°08'24'E
L48
200.10
N00'03'38'E
L49
100.15
S88°08'24'E
L50
245.56
S12'45'01'E
L51
70.62
S03'45'38'E
L52
545.09
S09'32'11'E
L53
156.56
S80'39'46'W
L54
319.59
S46'49146'W
L55
302.72
S08°30'14'E
L56
177.17
S80°45'44"W
L57
741.91
S17°25'15'W
L58
768.25
S00'00134'W
L59
468.99
S89'00'59'W
L60
1378.08
N00°22113'E
REBAR & ALUM CAP
LS 17488, FND
REBAR & ALUM CAP
LS 17488, FND
REBAR & ALUM CAP
LS 17488, FND
REBAR & ALUM CAP
LS 17488, FND
P.O.B.
L45
S 56'22'41" E
518.09'
4
�V
L44
60
NW COR SEC 1
BLM BRASS
CAP, ENO
um EN - EN N
L43
0
0
Ci
J
C9
I I
U7LPTYEALE16V7
AM»INDH,D AND RH;STATH,'D FINAL PLAT
11? ONHRI DGE PLANNED UNIT D EVE[I0PMEN'1'
PHASE I
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
DELTA
01
582.29'
181.72'
180.98'
N 13'29'05" W
17'52'51"
C2
263.67'
104.48'
103.80'
N 03'05'28" E
22'42'13"
C3
1870.00'
184.38'
184.30'
S 06'35'06" E
5'38'57"
C4
1155.00'
181.22'
181.03'
N 08'15'19" W
8'59'23"
C5
518.09'
318,23'
313.26'
N 30'20'49" W
3511'37"
C6
1520.00'
373.74'
372.80'
S 40'53'59" E
14'05'17"
C7
620,00'
212.47'
211.43'
N 43'40'23" W
19'38'05"
C8
466.19'
285.23'
280.80'
S 36'06'34" E
35'03'19"
C9
620.00'
325.59'
321.86'
S 03'41'04" E
30'05'19"
010
380.00'
13.35'
13.35'
N 10'21'13" E
2'00'46"
C11
458.09'
288.88'
284.12'
N 30'48'59" W
36'07'56"
C12
1095.00'
171.80'
171.63'
N 08'15119" W
8'59'23"
C13
1930.00'
190.29'
190.21'
S 06'35'06" E
5'38'57"
N 00'42'38" W
P.U.D. BOU\DARY, GOLF COURSE AND EASEMENTS
SHEET 3 OF 8
2140.70'
L11
0
ROESTEIONDITCH
BICE PA7HEA.IeT
MATCH LINE SEE SHEET 4
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
1�1
v
0
Ar
0
0
917.32'
ROCKY MOINTAIN NATURAL GAS
COMPANY 50.00' WIDE EASEMENT
REC. NO. 482124.
7
fKBEf77aOHA7CH
E .93EAr
WATER64913SV7
ACCESS E4$3413117
1223.38'
1/77_17YEA861617
/
C4 37 C3
G`?
L5
1
5
C13
PI LOSE1
2,90 ACRES t
0
U77J7YE4SE1617
PHASE
(C04111011 NEA
A71JZAQESt
r
r)
L16
7
7 /
_BRASS CAP
FND
0)0
C -
BK EPATH EA36lBV7
ROCKY MOINTAIN NATURAL GAS
-COMPANY 50.00' WIDE EASEMENT
REC. NO, 482124.
A
/.
N./
,,,
N 0116'57" W 819.12'
REBAR & CAP
LS 14111, FND
TIE FROM THE SW CORNER
SEC 1 BEARS N6113'24"E
2223.28 FEET.
100' WIDE EASEMENT
REC. NO. 207167.
CENTERLINE PUBLIC
SERVICE OF COLORADO
GRAPHIC SCALE
CARTPA7HEASSENT
WESTBANK FILING IV
( IN FEET )
1 inch = 300 ft.
L48
S 09'24' 35'
L35
v73
TROUT ACC . 64 PHASE
GOLF COME
AMOS.
MOO ACIEB t
52823'56"W
163.27'
0
r\
-.I -co
a
m
n
N
I �
c 46
0
0
m
co
M
REBAR & ALUM CAP P.O.B.
LS 5933, FND
N
0
v
N
HIGH COUNTRY
4'2j13
2,67
330 30
•�,2
2j2�• 263.98'
336 �2 Fr
�6
9,6
S 05'26'34" E
292.68'
PHASE /
(C01442VA1354)
73319ALYi`Et
S 03'00'51" W
PHACE1
CQINCWAPER
S67DACPESt
474.56'
11N
0,
SW COR SEC 1
BLM BRASS CAP
FND
754.59'
6
22 •
0
L19
co
L17
0
7
z7
7 7
7
n
BICE PATH EAS96V7
3'131
N 00'33'14'" W
S 18'36'30" E
185.90'
N 29'45'23" E
167.81'
H;NGI\EERI\G, INC.
CONSULTING ENGINEERS LND SURVEYORS
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601
(970) 945- 8576
10' UTILITY
EASEMENT
L20
REBAR & ALUM
CAP, FND\
\_REBAR & ALUM CAP
LS 22580, FND
ELLEFEiQV COVISS YA7KWE4BEIST
\ � (/ILIPYE4-9136V1
"731.4
.,0
L35
L52
1" IRON PIPE
FND
S 02'56'23" W
387,68
S 42'53'32" E
132.56' S 42'25'26" E
224.15'
SEE WATER TANK ACCESS AND
UTILITY ESM T. ENLARGEMENT
(THIS SHEET)
S
4,5"
S 6016'00," E
111.90'
N 80'32'31" E
168.87'
7.
J
•:
0
W
99.66'
rn
PHASE 1
GIOCPCOLINE
PA1K6 1
64077ACS3? t
S 07'00'17" E
L 4
28.98'
ROBERTSON D/TCH
9CEPAT HS4 e7
REBAR Sc CAP
FND
L55
1
S 48'18'15" E
167.47'
1400.00'
2728.80'
554.95'
PH46B1
SV VAN4
SSW ACES
1
7
529.0' RADIUS
S 35'06'12"
139,77'
4 3438,.
?66 99,
S 16'42'24" E
150.63'
W1/4 SEC 12
ALUM CAP, FND
WATER TANK CURVE TAR F
rn
C
e
L33
L21
REBAR & CAP
L.S. 13598 SET
1.57
L23
CI -
L32
2
L
N
J
J
N
N
J
C �.
0
N
Cid
GOLDENNC
'ZONE
N
N
N
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CH BRG
CHORD
C43
20°28'37'
10.00
3,57
589'05'56'E
3.55
C44
64°53'38'
10.00
11.33
S46°24'49'E
10.73
C45
131'08'36'
40.00
91.56
N79°32'18'W
72.84
C46
49°37'52'
10.00
8.66
N59'42'20'E
8.39
C47
49°37'52'
40.00
34.65
N59'42120'E
33.58
-J
a)
N
J
L30
L58
REBAR & CAP
L.S. 19598
SET
L60
N
J
C43
N78'S1'38"W
35.39'
C44
513'58'00"E
24.45'
C45
534'53'24"W
259.29'
NOTE:
EXTERIOR PROPERTY CORNERS NOT SHOWN AS FOUND
HAVE BEEN SET WITH REBAR AND CAP L.S. #19598.
C46
S84'31'16"W
128.01'
N90'00'00°1/
200.0
500'00'00"E
200.0'
580'39'46"W
158,76'
N46'49'46"E
10.78'
N 80'39'46"E
164,01'
N34'53'24"E
146.68'
30.14'
`17.55'
C47
REBAR & CAP
FND
N84'31'16"E
130.89'
N00'00'00"E
200 00'
152,31'
L
N90'00'00"E
REBAR & CAP
L.S. 19598 SET
GCE
EA
PROT
NZC
WATER TANK ACCESS AND
UTILITY EASEMENT ENLARGEMENT
SCALE: 1" = 200'
09 2/2/04 \FPLAT1-PHS1 SHEET 3 OF S
IRONBRIDGE P.U.D. 970
SCALE: 1"=100'
SCALE: 1"=100'
AMENDED AND RFSTATH,'D FINAL PLAT
IRON S RIDGE PLANNED UNIT 1) VETIOPMENT
PHASE I
GOLF COURSE
PUBLIC FISHING EASEMENT DETAILS
3OUNDAY AND CART PATH DESCRIPTION
SHEET 4 OF 8
SCALE: 1"=100'
ROARING FORK RIVER
L66
N
9, n.,.
WELL # 4
NW CORNER SEC. 1 BEARS
S 69'22'19" E, 3199.38'
®
®WELL # 5
NW CORNER SEC. 1 BEARS
S 63'48'00" E, 2999.67'
L67 L68
WELL # 3
NW CORNER SEC. 1 BEARS
S 50'11'31" E, 1689.58'®
L61
C'
®
WELL # 7
NW CORNER SEC. 1 BEARS
S 72'59'59" E. 3400.00'
L122
L121
WELL # 2
NW CORNER SEC. 1 BEARS
S 81'09'13" E, 3287.43'
PHASE 1
GOLF COURSE
PARCEL 7
93.860 ACRES ±
LINE TABLE
LINE
LENGTH
BEARING
L61
181.96
N80°02'25'W
L62
363.00
S69'44'22'W
L63
332.00
848°42'22"W
L64
517.00
565'57'22"W
L65
231.00
S85°12'22'W
L66
342.00
S87'46'22'W
L67
203.00
N79'36'38'W
L68
169.60
N84°51138'W
L69
507.80
N64'32'38'W
L70
239.80
N45'56138'W
L71
124.10
N51'47'38'W
L72
160.00
N42°04'22'E
L73
395.00
S50°45'38'E
L74
475.00
S69°27'38'E
L75
228.90
N33°56'22'E
L76
321.00
NI6°18'38'W
L77
215.00
N52'29'38'W
L78
175.00
N52'29'38'W
L79
119.00
N35°29'38'W
LBO
328.18
N20'22'38'W
L81
382.00
N22'27'38'W
L82
232.00
N33°34'38'W
L83
319.84
N74'29'38'W
L84
173.39
S74'29'38'E
L85
216.49
S78°32'08'E
L86
200.00
N89°54'22'E
L87
357.91
N81°07'37'E
L88
334.45
S84°58'08'E
L89
259.29
N84'58'08'W
L90
218.79
S06°49'381E
L91
217.00
S18°29'381E
L92
544.01
S33°46'38'E
L93
264.88
N77°24122'E
L94
306.48
N39°08'22'E
L95
476.00
N30°36'38'W
L96
65.11
N10°46'22'E
L97
133.53
N62°19'08'W
L98
183.32
N84°58'08'W
L99
192.70
S84°58'O8'E
L100
376.50
562°19'08'E
L101
318.16
N78°31'22'E
L102
633.53
S69'05'38'E
L103
149.99
N67°07'27'W
L104
250.00
N28°05'38'W
L105
109.60
N01°23'54'E
L106
96.57
N66°09'07'E
L107
266.00
N20°35'18'W
L108
230.27
N69°24'42'E
L109
260.00
520°35'18'E
L110
180.00
N69°24'42'E
L111
210.20
N50°30'22'E
L112
235.20
N48'16'51'E
L113
398.80
N60°00'22'E
L114
210.00
N19'59'38'W
L115
435.00
N65'59'38'W
L116
372.54
S41'00'22'W
L117
272.00
S71'15'22'W
L118
251.73
S07'18'26'E
L119
210.00
S69'24'42'W
L120
185.00
N20'35'18'W
L121
240.00
S82'55'22'W
L122
451.00
S88'58'22'W
L123
215.00
N75.13'38'W
L124
95.00
N55'29'38'W
L125
79.00
N06°59'38'W
L126
82.00
N69'53'22'E
L127
226.00
N09'00'22'E
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
PUBLIC FISHING
EASEMENT
SEE DETAILS ABOVE
WESTBANK RANCH 9 .D. FLAG #2
(REC. NO. 253366, APRIL 17, 1972)
CURVE TABLE:
CURVE
RADIUS
LENGTH
CHORD
C14
300.00'
52.02'
51.95'
BEARING
N 00'36'54" E
DELTA
9'56'03"
C15
645.00'
40.03'
40.02'
016
585.00'
40.03'
40.02'
N 03'15'14" E
3'33'20"
N 03'04'17" E
3'55'13"
MONUMENT DESCRIPTION TABI F
MONUMENT
1 DESCRIPTION
1
REBAR & CAP LS 19598, SET
2
REBAR & CAP LS 19598, SET
3
REBAR & CAP LS 19598, SET
4
REBAR & CAP LS 19598, SET
5
REBAR & GAP LS 19598. SET
6
REBAR & CAP LS 19598, SET
7
REBAR & CAP I S 19598. SET
8
REBAR & CAP LS 19598, SET
9
REBAR & CAP LS 19598. SET
10
REBAR & CAP LS 19598. SET
11
REBAR & CAP I5 19598. SET
12
REBAR & CAP LS 19598, SET
13
REBAR & CAP LS 19598. SET
14
REBAR & CAP I S 19598. SET
15
REBAR & CAP LS 9184, FND
16
REBAR & CAP LS 9184, FND
17
REBAR & CAP LS 9184, FND
18
REBAR & CAP ILLEGIBLE, FND
9
REBAR & CAP LS 9184, FND
20
REBAR & CAP LS 9184, FND
21
REBAR & CAP LS 9184, FNC
22
#5 REBAR, FND
23
REBAR & CAP LS 9184, FND
24
#5 REBAR, FND
25
REBAR & ALUM CAP LS 11204, END
26
REBAR & ALUM CAP LS 11204, FND
27
REBAR & CAP ILLEGIBLE, FND
28
#5 REBAR, FND
29
REBAR & CAP LS 19598, SET
30
REBAR & CAP LS 9184, FND
31
#5 REBAR, FND
32
REBAR & CAP ILLEGIBLE, FND
33
REBAR & CAP LS 19.598. SET
34
#5 REBAR, FND
35
REBAR & CAP LS 19598. SET
36
REBAR & CAP LS 19598. SET
37
REBAR & CAP II I F IBE. FND
38
#5 REBAR, FND
39
REBAR & CAP LS 9184, FND
40
1" STEEL PIPE, FND
GRAPHIC SCALE
30' ACCESS & UTILITY
.EASEMENT ACROSS THE
SOUTHERLY 30' OF LOT 15
WESTBANK FILING 3.
300 0 150 300 600 1200
MONUMENT
DESCRIPTION
41
#5 REBAR, FND
42
#5 REBAR, FND
43
#5 REBAR, FND
44
REBAR & CAP ILLEGIBLE, FND
45
REBAR & CAP ILLEGIBLE, FND
46
#5 REBAR, FND
47
#5 REBAR, FND
48
REBAR & CAP ILLEGIBLE, FND
49
REBAR & CAP ILLEGIBLE, FND
50
REBAR & CAP LS 7168, FND
51
REBAR & CAP LS 19598, SET
52
REBAR & CAP ILLEGIBLE, FND
53
#5 REBAR, FND
54
REBAR & CAP LS 19598, SET
55
#5 REBAR, FND
56
#5 REBAR, FND
57
#5 REBAR, FND
58
#5 REBAR, FND
59
#5 REBAR, FND
60
#5 REBAR, FND
61
45 REBAR, FND
62
REBAR & CAP ILLEGIBLE. FND
63
#5 REBAR, FND
64
REBAR & CAP LS 19598, SET
65
REBAR & CAP ILLEGIBLE, FND
66
REBAR & CAP ILLEGIBLE. FND
67
REBAR & CAP ILLEGIBLE, FND
68
#5 REBAR, FND
69
REBAR & CAP ILLEGIBLE, FND
70
REBAR & CAP LS 19598° SET
71
REBAR & CAP LS 19598, SET
( IN FEET )
1 inch = 300 ft.
HIGH COUNTRY
= 4'46'49"
R = 360.00'
L=30.03'
T = 15,03'
C8 = N04'55'57"E
C = 30.03'
361 67'
x1%40
'6.12
NZv18'23"W
33.86
NOTES:
25.0' GOLF CART PATH EASEMENT
AS DECRIBED IN CERTIFICATE OF
DEDICATION AND OWNERSHIP
TIE TO THE SW CORNER
SEC 1 BEARS S50.30'32"
1335.39 FEET.
TIE FROM THE SW CORNER
EC 1 BEARS S48'24'05"W
2152.91 FEET.
WESTBANK
FILING IV
TROUT PARCEL
40.0' (i(
GOLF CART PATH EASEMENT
AS DECRIBED IN CERTIFICATE OF
DEDICATION AND OWNERSHIP
754.05'
131.98'
CO
800.66'
TIE TO THE SW CORNER
SEC 1 BEARS N88'08'24"W
801.05 FEET.
CJ
238.46'
t ,GL
1.) NO IRRIGATION IS ALLOWED WITHIN 100 FT. OF THE WELLS
AS DEPICTED HEREON
▪ �N GIN E;RIx G,
I\
C.
CONSULTING ENGINEERS AND SIEYORS
1517 BLAKE AVENUE, SUITEII
GLENWOOD SPRINGS, COLORADOt601
(970) 945-'8676
0
U
GRAPHIC SCALE
n.
( IN FEET )
1 inch = 200 ft.
NOTE:
GOLF CART PATH EASEMENT CONSISTS OF A TEMPORARY 50.0 FOOT CONSTRUCTION
EASEMENT ON CENTERLINE AND A PERMANENT 25.0 FOOT EASEMENT ON CENTERLINE
FROM COUNTY ROAD #109 TO THE TROUT PROPERTY. THE GOLF CART PATH EASEMENT
ACROSS THE TROUT PARCEL SHALL CONSIST OF AN 80.0 FOOT CONSTRUCTION
EASEMENT ON CENTERLINE AND A PERMANENT 40.0 FOOT EASEMENT ON CENTERLINE.
CO
0
0
N
CN
0
0
N.
rn
a
0
0]
100
J
co
N
LU
M co
Pei&
0
0
0
0
FOUND REBAR AND
ALUMINIUM CAP
LS. #17488
O'
3
08
619
S
PHASE 1
COMMON AREA
9,583 SF±
0.220 AC*
N 60'00'00" E
121.04
50
AMii,'NDKD AND RTSTATFD FINAL PLAT
l ONHIbIDGE P[,ANNEUNIT DEVELOPMENT
CENTER LINE GOLF
CART PATH
\\\ PHASE I 190.06'
\\COMMON AREA
\56,642 SFt 6.62
300 ACt
C470
SW COR SEC 1
BLM BRASS CAP
5
g.o
20°
FOUND REBAR AND
ALUMINIUM CAP
LS. #17488
6 ?.
•2
L272
L271
GRAPHIC SCALE
100
200
C471
273
nA3
ry'
CENTER LINE 15' WIDE
BIKE PATH ® CENTER LINE
8' WIDE EXISTING BIKE PATH
NON-EXCLUSIVE UTILITY EASEMENT
APPROXIMATE LOCATION
L270
L143
C469
L269
C389
C399
C468
C398
L266•
400
( 114 FEET )
1 inch = 100 ft.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
10
C397 _ L 141
C467
254.92'
L267 , _ _
C466
L266
tib
L302
L301
6
PHASF,' I
SHEET 5 OF 8
FOUND REBAR AND
ALUMINIUM CAP
LS. #17488
FOUND REBAR AND
ALUMINIUM CAP
LS. #17488
0
N
WETLAND LINE
HIGH WATER LINE
N
PHASE 1
GOLF COURSE PARCEL 6
1,553,642 SF±
35.666 AC±
CENTER LINE 40' WIDE
ROBERTSON DITCH
IRRIGATION EASEMENT
C465 CENTER LINE 100' WIDE
PSCO ELECTRIC EASEMENT
RECEPTION # 207167
L265
L145
0'
71
PHASING LINE (TYP)
<9'
FUTURE DEVELO'EMENT
PHASE III
1,972,798 Sa
45.289 ACt
\N
'49.,
\ \-� qty '6s X24+
\\ /t1 '7y.\tt
\ FR \
\ S
\ FT \
\ A \
\04,0 \ \
\>S\OJ7A Fps€MFNT,________,--!-Thsk
•6y\ 4
N
\ \ti
\ \Sy.
\ •
\ N.
7)!,\00,
\ N
N. N L308 ,re, &309
Ica
\ \ ,o,
\ -Ji\
\,d i\
W
r of
------„,„„hp ,...'
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
C7
620.00'
212.47'
N 43'40'23" W
211.43'
19'38'05"
C9
620.00'
325.59'
S 03'41'04" E
321.86'
30'0519"
C10
380.00'
13.35
N 10'21'13" E
13.35'
2'00'46"
C16
1000.00'
365.34'
S 02'39'27" E
363.31'
20'55'56"
C57
232.00'
151.45'
N 52'34'13" E
148.77'
37'24'07"
060
295.00'
73.81'
S 41'02'14" W
73.62'
14'20'09"
0129
35.00'
31.15'
S 19'33'46" E
30.13'
50'59'25"
C130
80.00'
73.90'
N 18'35'46" W
71.30'
52'55'26"
C133
35.00'
33.95'
S 19'55'31" E
32.64'
55'34'57"
C134
35.00'
33.95'
N 75'30'29" W
32.64'
55'34'57"
C135
80.00'
48.19'
5 86'02'28" E
47.47'
34'30'59"
C136
35,00'
32.80'
S 84'22'22" W
31.61'
53'41'21"
C153
580.00'
546.95'
N 20'42'04" W
526.91'
54'01'52"
C156
580.00'
110.27'
N 21'33'22 W
110.10'
10'53'34"
0159
520.00'
490.37'
N 20'42'04" W
472.40
54'01'52"
C162
520,00'
224.67'
N 06'03'47" W
222.93
24'45'18"
0362
438.56'
115.68'
N 00'20'55" E
115.34'
15'06'46"
0378
242.90'
91.68'
5 46'25'41" E
91.13'
21'37'32"
0379
335.74'
93.14'
N 47'52'13" W
92.84'
15'53'42"
0388
669.35'
29.46'
5 22'02'45" E
29.46'
2'31'18"
C389
650.00'
94.13'
S 27'28'27" E
94.05'
817'51"
0390
650.00'
144.48'
E 37'59'27" E
144.18'
12'44'08"
C392
490.57'
94.62'
N 32'30'25" W
94.48'
11'03'05"
C396
C397
620.00'
470.00'
72.56'
22.23'
N 50'08'16" W
72.52'
6'42'19"
S 52'08'08" E
22.22'
2'42'35"
C398
470.00'
91.16'
S 45'13'27" E
91.02'
11'06'47"
C399
470.00'
84.92'
5 34'29'29" E
84.81'
10'21'09"
C459
99.02'
27.33'
N 38'03'23" W
27.24'
15'48'40"
C460
137.29'
29.94'
N 52'12'34" W
29.88'
12'2941"
0461
135.92'
19.58'
S 54'19'45" E
19.57'
8'15'19"
C462
82.99'
22.95'
N 58'07'27" W
22.88'
15'50'43"
C463
104,73'
36.42'
S 56'05'00" E
36.24'
19'55'37"
C464
360.69'
30.87'
N 48'34'17" W
30.86'
4'54'12"
C465
181.65'
55.68'
N 59'4814 W
55.46'
17'33'42"
C466
102.62'
63.23'
S 50'55'53" E
62.24'
35'18'24"
C467
181.12'
56.35'
N 42'11'25" W
56.12'
17'49'28"
C468
293.71'
140.37'
S 37'24'38" E
139.04'
27'23'02"
C469
118.19'
7.73'
N 25'35'29" W
7.72'
3'44'42"
C470
333.16'
66.10'
S 21'46'47" E
65.99
11'22'05"
C471
305.00'
150.80'
N 57'06'26" E
149.27'
28'19'42"
C481
580.00'
227.00'
N 04'53'52" W
225.55'
22'25'28"
C482
580.00'
209.69'
N 37'21'35" W
208.55'
20'42'50"
C483
520.00'
113.34'
N 24'41'04" W
113.11'
12'29'16"
C484
520.00'
152.37'
N 39'19'21" W
151.82'
16'47'18"
C485
35.00'
27.99'
S 8026'11" W
27.25'
45'49'00"
C486
35.00'
4.81'
N 72'43'08" W
4.81'
7'52'21"
PHASING LINE (TYP)
HIGH WATER LINE
3
NON-EXCLUSIVE UTILITY
EASEMENT TO BE VACATED
UPON FUTURE FILING OF
IRONBRIDGE P.U.D. AND
RE-CREATED AS PUBLIC
RIGHT OF WAY
>t�
LINE TABLE
LINE
LENGTH
BEARING
L1
60.78'
N 63°47'19' W
L12
31.12'
S 19°24'30' W
L13
20,16'
N 65°25'04' W
L52
82.19'
N 43'15'52' W
L54
79,57'
S 16'48'16' W
L55
48.87'
S 08°24'49' W
L56
52.57'
S 33°11'52' E
L57
61.99'
S 46°09'31' E
L58
50.54'
S 36°23'06' E
L59
55.02'
S 29°24'18' E
L60
66.22'
N 62'01'53' E
L61
34.61'
S 27'58'07' E
L62
101.06'
N 62°01'53' E
L63
57.28'
S 17'00'00' E
L68
79.98'
S 14'33'44' E
L126
153.10'
N 07'12'54' W
L136
359.10'
S 27'43'00' E
L137
212.40'
S 21'59'00' W
L138
1529.30'
N 87°47'00' W
L139
104.60'
S 41'46'00' W
L140
75.57'
N 87°06'00' W
L141
670,11'
N 76'57'23' W
L142
1822.00'
N 86'49'23' W
L143
6.86'
N 81'06'52' E
L144
373.43'
S 47'09'36' E
L145
702.62'
N 78'55'20' E
L146
566.01'
S 77'18'59' E
L147
135.77'
S 44'12'32' E
L148
86.35'
S 35'53'55' E
L149
19.53'
S 52°48'22' E
L150
82.23'
S 43°15'52' E
L192
158.12'
S 05'09'02' E
L194
761.51'
S 18'43'43' E
L196
64.61'
N 52°20'57' W
L260
59.51'
N 45°57'44' W
L261
23.12'
N 58'27'25' W
L262
17.28'
N 50°12'06' W
L263
24.98'
N 66'02'48' W
L264
38.46'
N 46°07'11' W
L265
68.53'
N 51°01'23' W
L266
18.10'
N 68°35'05' W
L267
8.99'
N 33°16'41' W
L268
124.84'
N 51'06'09' W
L269
22,47'
N 23°43'08' W
1270
20.65'
N 27°27'49' W
L271
198.01'
N 16°05'45' W
L272
26,76'
N 71°16'17' E
L273
48.25'
N 38°24'22' E
L301
0215'
N 52°20'57' W
L302
33.59'
N 56'16'57' W
L305
60.16'
S 34'41'25' E
L306
51.56'
S 11'00'00' E
L307
70.90'
S 16'32'56' W
L308
73.83'
S 77°00'00' W
1309
62.75'
N 69°30'57' W
100 YEAR FLOOD
LINE
C464 NON-EXCLUSIVE UTILITY EASEMENT
Ln
L264 APPROXIMATE LOCATION
C463
L263
C462
L262
0461
L261
C396
L196
C460
C392
O
-O
O
7i0/
0
0
CENTER LINE 50' VVIDE
ROCKY MOUNTAIN NATURAL
GAS EASEMENT
RECEPTION # 482124
HIGH COUNTRY E
L146
POINT OF BEGINNING
BLOCK 1, SW COR SEC 1
BEARS S 39'25'42" W,
A DISTANCE OF 2962.05'
CENTER LINE GOLF
CART PATH
_____/-
0
-1
to
CONSULTING ENGINEERS AND SURVEYORS
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601 (970) 945# 8676
S 86'49'2
PHASE 11
BLOCK 1
128,186 SF±
2.942 AC±
C48
CENTERLINE OF 20'
UTILITY EASEMENTS
FOR PIPELINES TO
AND FROM W.T.P.
POINT OF BEGINNING
BLOCK 2, SW COR SEC 1
BEARS S 4713'45" W,
A DISTANCE OF 3323.59'
L142_
0
rn
CENTER LINE 50' WIDE362.17'
ROCKY MOUNTAIN NATURAL
GAS EASEMENT
RECEPTION # 482124
1.126
20.0'
CENTER LINE 20' WDE
ACCESS EASEMENT
260.33
PHASE III
BLOCK 2
192,228 SF±
4.412 40±
1179 46
CENTER LINE 100' WIDE
RECEPTION # 207167
CENTER LINE 40' WIDE
ROBERTSON DITCH
IRRIGATION EASEMENT
IT.
S 86'49'23" E
225,61'
3 n 257.91
(s+
PSCO ELECTRIC EASEMENT
FUTURE DEVELOP EMEN T
PHASE 11
1,113,109 SF*
25.553 40±
IRONBRIDGE P.U.D. KEYMAP
HIGH WATER LINE
100 YEAR FLOOD
LINE
WETLAND LINE
MATCH LINE SEE SHEET 6
co
cn
0
0)
D.
LLI
cc
NOTICE: ACCORDNG TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT M THIS SURVEY WTHN THREE YEARS
AFTER YOU FIRST DMCOVER SUCH DEFECt IN NO EVENT MAY ANY ACGON
BASED UPON ANY DEFECT N THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHINN HEREON.
C392
L259
MATCH LINE SEE SHEET 5
I_
CENTER LINE 20' WIDE
ACCESS EASEMENT
C362
\NcN\
PHASE 1
GOLF COURSE PARCEL 6
1,553,642 SF±
35.666 AC1
VARIABLE WDTH
ACCESS EASEMENT
L127
z- L129
C377
C376
AM I-IINDED AND I? FISTATED FINAL PLAT
CENTER LINE 40' WDE
ROBERTSON DITCH
IRRIGATION EASEMENT
C365
LA C363
n -I CENTER LINE 10' WIDE
(..a WATER EASEMEN T
41 I
Le
40.0'
CENTER LINE 50' WIDE
ROCKY MONTAIN NATUARAL
GAS EASEMENT
RECEPTION # 482124
L131
PHASE 111
BLOCK 2
192,228 SF±
4.412 AC±
CENTER LINE 10' WtDE
SEWER EASEMENT
C374 L132
co C373
to C474
VARIABLE WIDTH
ACCESS EASEMENT
L255
CENTER LINE 15' WIDE
BIKE PATH CO CENTER LINE
8' WIDE EXISTING BIKE PATH
PHASE 1
IRONBRIDGE DRIVE
68,254 SF±
1.566 AC±
L133
C369
178.26'
C454
L254
185.67'
RONEVIDOE DARE .353.75'
C453
195.85'
L253
C452
L252
C451
L251
o.
CENTER LINE GOLF
CART PATH
GOLF CART PATH EASEMENT
SEE SHEET 4 OF 8
C450
L250
C449
WESTBANK PARCEL
TROUT PARCEL
100
Ncb
C2 1
PHASE
BLOCK 3
173,284 SFt
3.978 AC±
POINT OF BEGINNNG 0,‘)
BEARS 5 5410'29' W,
A DISTANCE OF 2520.28'
L248
C447
L247 PHASING LINE (TYP)
C446
L245
- C444
L244 PHASE 1
GOLF COURSE PARCEL 5
425,359 SF±
9.764 AC±
C443
NON-EXCLUSIVE UTILITY EASEMENT
APPROXIMATE LOCATION
82.55'
157.90'
FUTURE DEVELOPEMENT
PHASE 11
1,113,109 SF±
25.553 AC*
co
COAX
NON-EXCLUSIVE UTILITY
EASEMENT TO BE VACATED
UPON FUTURE FILING OF
IRONBRIDGE P.U.D. AND
RE-CREATED AS PUBLIC
RIGHT OF WAY
NJ 0
NJA
M„2,Zt.00N
WETLAND LINE
100 YEAR FLOOD
LINE
C441
L241
C440
C439
20.6
L239
PHASE 1
GOLF COURSE PARCEL 2
827,208 SF±
18.990 AC±
SEE SHEET 3 OF 8
GRAPHIC SCALE
so 100
200
C438
zoi
gi
14
in
co
0
po
226,92'
d
PHASING LINE (TYP)
oa
PHASE I
COMMON AREA
126,881 SF±
2.913 AC1
L238
0 0
co
C436
L236
C435
400
CENTER LINE 40' WIDE
ROBERTSON DITCH
IRRIGATION EASEMENT
C437
L237
oci *3
co co Id
CENTER LINE GOLF
CART PATH
NON-EXCLUSIVE UTILITY
EASEMENT TO BE VACATED
UPON FUTURE FILING OF
IRONBRIDGE P.U.D. AND
RE-CREATED AS PUBLIC
RIGHT OF WAY
BLOCK 4
▪ 808,817 SF:
▪ 18.567 ACi
PHASE 1
GOLF COURSE
N(0 554,678 SF±
co. ost
co
L4 6
o
•
0 Ca
PHASE 1
COMMON AREA
999.616 SFt
22.948 ACt
IM
HIGH WATER
LINE
100 YEAR FLOOD
LINE
HIGH WATER LINE
L2
MATCH LINE SEE SHEET 7
CONSULTING ENGINEERS AND SURVEYORS
1517 BLAKE AVENUE, SUITE 101
GLENWOOD SPRINGS, COLORADO 81601
SHEET 6 OF 8
LINE TABLE
LINE
LENGTH
BEARING
CHORD BEARING
CHORD
DELTA
L47
13034'
S 36'34'10' E
L53
133.57'
N 06'26'04' W
L60
66.22'
N 62'01'53' E
C11
458.09'
288.88'
N 30'48'59" W
284.12'
36'07'56"
L152
133.07
S 11°33 26' E
L156
239,54
S 47°37'40'
L157
31122'
S 24'31'56' E
L237
18.48'
N 06'15'27' E
L238
31.26
N 04'47'54' W
L242
16.19'
N 30'00'45' W
L243
31 67
N 10°56'01' W
L245
203
N 55°07'08' W
HL247 36 94'
N 35'22'35 W
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
C11
458.09'
288.88'
N 30'48'59" W
284.12'
36'07'56"
170.00'
422.42'
48'55'47"
38.13'
230.00'
35.00'
1.85'
44.32'
38.05'
1.85'
0'27'39"
35.00'
56.03'
50.23'
72'32'49"
131.91'
N 46'26'22" E
130.11'
170,00'
28.01'
27.97'
105.00'
N 40'24'20" W
64.43'
145.00'
N 44'39'19" W
109.18'
230.00'
230.00'
274.53'
258.52'
151.69'
84.95'
148.96'
84.47'
510.00'
84.88'
510.00'
350.66'
84.78'
275.00'
173.97'
N 07'03'02" E
171.09'
9'32'08"
39'23'39"
342.00'
60.04'
59.96'
10'03'31"
438.56'
115.68'
224.73'
42'28'52"
232.63'
253.19'
48.27'
242.43'
N 79'36'42" E
48 18'
11'53'18"
233.28'
19.60'
25.07'
23.39'
189.88'
53.25'
170.31'
53.08'
220.60'
64.16'
N 07'31'10" E
33.29'
21.91'
205.88'
78.66'
N 17'53'42" W
21.52'
78.18'
37'42'49"
149.67'
86.64'
85.44'
257.08'
33.29'
18.39'
242.08'
68'23'34"
33.29'
149.67'
3.52'
69.46'
18.16'
3.52'
6'03'41"
7.92'
149.67'
7.91'
26'35'21"
9.27'
330.16'
N 18'33'23" W
9.27'
238.29'
293.44'
2233.26'
177.76'
22.22'
N 07'43'21" E
175.05'
34'42'29"
490.57'
94.62'
N 32'30'25" W
22.22'
94.48'
1520.00'
339.28'
1520.00'
34.46'
44.52'
0436
371.05'
198.62'
38.33'
N 00'43'46" E
73.63'
38.27'
5'02'23"
61.83'
C439
156.07'
69.16'
61.82'
68.59'
246.73'
59.82'
C441
37.68'
186.44'
68.06'
19.43'
67.28'
N 19'06'46" W
61.80'
19.37'
16'21'30"
N 41'12'19" W
66.62'
134.68'
22.15'
198,39'
22.13'
35.68'
9'25'29"
140.14'
28.07'
N 41'06'53" W
110.22'
5.28'
5.28'
11'28'37"
110.97'
0450
62.85'
21.01'
N 54'32'13" W
19.11'
20.91'
9'52'49"
3.16'
71.60'
3.16'
39.45'
3'09'14"
47.66'
23.65'
222.21'
76.59'
45.10'
N 33'40'44" W
55.63'
28'26'05"
117.78'
30'44'08"
39.63'
N 63'52'12" W
39.19'
31.83'
31.17'
324.71'
45.93'
590.00'
424.08'
45.89'
58.98'
590.00'
20.79'
58.95'
5'43'38"
2020.17'
193.63'
C478
1045.00'
163.96'
416.64'
170.00'
N 27'27'31" W
193.56'
163.79'
5'29'31"
206.47'
55.11'
IRONBRIDGE P.U.D. 97042.09 2/2/04 \FPLAT-PHS1 SHEET 6 OF 8
PHASE I
COMMON AREA
126,881 SF±
2.913 ACt
L19
0
0
N
w
S 88'08'24"
150.00'
PHASE I
COMMON AREA
3,193,758 SFt
73.319 ACt
SEE SHEET 3 OF 8
L235
<0
J
w
30.01'
S 88'08'24" E
153.13'
S 88'08'24" E
158.17'
30.59'
30' WIDE
TROUT ACCESS
EASEMENT
PHASE I
GOLF COURSE PARCEL 2
827,208 SFt
18990 AC±
SEE SHEET 3 OF 8
N
0
N
Cr1
C434
L234
AM H,ND I-I,'D AND R F7STA T F, D FINAL PLAT
11? O \NIS IDGE PLA.NNE ' UNIT ' DE ATL'T 10PMLN'1 '
PHASK I
MATCH LINE SEE SHEET 6
18.567 ACt
CENTER LINE GOLF
CART PATH
C433 Z
N 0
CO
t!I
0
J
L233
C432
5 80'35'25" W
123.90'
O
N
L231
C430
L230
11
Z
o
o.o
0
C429
N
0
0
J
m
\
1.
w
ti
COs
/- 100 YEAR FLOOD
LINE
CENTER LINE 40' WIDE
ROBERTSON DITCH
IRRIGATION EASEMENT
CENTER LINE 15' WIDE
BIKE PATH ® CENTER LINE
8' WIDE EXISTINBIKE PATH
L229
C428
4.
N
O
h
C427
rye.
- L227
4'
162
C426
L226
PHASING LINE (TYP)
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
L225
C425
C424
L224
C423
k
N
N
A PHASE I
LA w
19
0
W
COMMON AREA
162,514 SF±
3.730 AC±
223 , NF?
ti
w
490
oP
'o
SHEET 7 OF 8
HIGH WATER LINE
IRONBRIDGE P.U.D. KEYMAP
FUTURE DEVELOPEMENT
PHASE 11
1,113,109 SFt
25.553 ACt
PHASE I
COMMON AREA
999,616 SF.
22.948 AC±
4
7
7
PHASE I
GOLF COURSE PARCEL 4
554,678 SF±
12.733 AC±
L
NON-EXCLUSIVE UTILITY '$ 0j
EASEMENT TO BE VACATED U'
UPON FUTURE FILING OF Us•
/ \ IRONBRIDGE P.U.D. AND
\ RE-CREATED AS PUBLIC
\ RIGHT OF WAY
\ \
CO
R'
PHASING LINE (TYP)
PHASE IV
BLOCK 4
808,817 SF±
18.567 ACt
NON-EXCLUSIVE UTILITY EASEMENT
APPROXIMATE LOCATION
In MN
N
Cjj 033
CENTER LINE GOLF
CART PATH
C33
N 84'33'48" E
162.26
PHASE I 0
GOLF COURSE PARCEL 3
434,913 SFt
9.984 ACt
CENTER LINE 40' WIDE
ROBERTSON DITCH
IRRIGATION EASEMENT
0
197
6
`fl
SJ
4
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
C39
250,00'
285.23'
N 50'05'00" W
270.01'
65'22'11"
C40
200,00'
136.03'
N 02'05'10" E
133.42'
38'58'09"
0191
105.00'
72.34'
S 4216'35" E
70.92'
39'28'24"
C192
105.00'
38.08'
5 32'55'44" E
37.87'
20'46'42"
C193
105.00'
34.26'
S 52'39'56" E
34.11'
18'41'42"
C194
145.00'
99.90'
S 42'16'35" E
97.93'
39'28'24"
0195
705.00'
109.41'
N 32'09'45" W
104.53'
59'42'05"
0196
45.00'
151.09'
N 32'09'45" W
144.35'
59'42'05"
C197
220.00'
132.23'
S 19'31'51" E
130.25'
34'26'18"
C198
260.00'
756.28'
S 19'31'51" E
153.93'
34'26'18"
C199
155.00'
118.98'
N 14'45'33" W
116.08'
43'58'55"
0200
195,00'
149.69'
N 14'45'33" W
146.04'
43'58'55"
C203
35,00'
54.98'
N 52'13'55" E
49.50'
90'00'00"
C205
35.00'
27.49'
S 15'16'05" E
26,79'
45'00'00"
C206
35.00'
27.49'
5_ 60'16'05" E
26,79'
45'00'00"
C207
280.00'
319.46'
N 50'05'00" W
302.41'
65'22'11"
C208
280.00'
84.16'
N 74'09'26" W
83.84'
17'13'18"
C209
280.00'
145.77'
N 50'37'58" W
144.12'
29'49'39"
C210
280.00'
89.53'
N 26'33'31" W
89.15'
18'19'14"
C211
220.00'
251.00'
N 50'05100" W
237.61'
65'22'11"
C212
220.00'
87.78'
N 71'20'17" W
87.20
22'5136"
C213
220.00'
96.19'
N 47'22'59" W
95.42'
25'03'00"
C214
220.00'
67.04'
N 26'07'41" W
66.78'
17'27'35"
C215
170.00'
115.62'
N 02'05'10" E
113.41'
38'58'09"
C216
230.00'
156.43'
N 02'0510" E
153.43'
38'58'09"
C217
230.00'
113.20'
N 03'17'55" W
112.06'
28'11'59"
C218
230:00'
43.23'
N 16'11'09" E
43.17'
10'46'10"
C332
205.00'
45.33'
N 89'06'08" W
45.23'
12'40'07"
C333
145.00'
32.06'
N 89'06'08" W
32.00'
12'40'07"
C334
145.00'
20.21'
S 80'34'14" W
20.19'
7'59'08"
C335
205.00'
28.57'
S 80'34'14" W
28.55'
7'59'08"
C336
35.00'
33.95'
S 75'37'51" E
32.64'
55'34'57"
C337
80.00'
8.84'
N 51'00'24" W
8.84'
6'20'04"
C338
35.00'
33.95'
S 48'47'11" W
32.64'
55'34'57"
0339
80.00'
83.08'
N 50'44'48 E
79.40'
59'30'10"
0341
230.00'
102,80'
S 20'27'54" E
101.95'
25'36'32"
C342
230.00'
83.29'
S 02'42'48" W
82.83'
20'44'51"
C343
505.00'
172.70'
S 15'18'57" E
171.86
19'35'38"
C345
230.00'
151.69'
S 1322'30" W
148.96'
37'47'16"
C423
540.13'
182.27'
S 16'01'43" E
181.40'
19'20'04"
C424
144.86
53.42'
S 04'12'10 W
53,12'
21'07'43"
C425
197.26'
45.57'
N 08'14'09" E
45.47'
13'14'12"
C426
58.39
39.58
N 16'38'28" W
38.82'
38'50'07"
C427
135.31'
142.68'
S 05'51'05" E
136.16'
60'24'52"
C428
113.69'
111,97'
N 05'12'57" W
107.50'
56'25'45"
0429
137.02'
58.68'
S 21'09'44" E
58.23'
24'32'11"
C430
155.07'
17.74'
N 12'10'15" W
17.73'
6'33'12"
C431
143.37'
67.73'
S 01'54'50" E
67.10'
27'04'00"
C432
412.77'
164,64'
N 0011'34" E
163.55'
22'51'12"
C433
181.08'
97.46'
N 26'39'13" W
96.29'
30'50'22"
C434
104.51'
58.19'
S 26'07'19" E
57.44'
31'54'09"
A6.
S y9 4e
� /
c205 SLOT 90
33.605. SFt > `N
0.771 ACt / ti5 0382
C 206 g0 d �ti �\
C
)
66.40'
i LOT 91
0208
102.04' O
\ �
027
2_7
_ "L_______.0,
2
15,683. SFt F
0s\LT 97 Ct O
�O
V� 6
\
Ui19
/ LOT 98 2�
\ 16,608. SFt 0
\ 0.381 ACt 6O
\ o
',s. \/�N7. 365
/ LOT 99 �)
\ 16,237. SFt
0.372 AC3 OO /� d
9s\ 00
60 h.
27,951. SF±
0,641 ACt
MEAN HIGH
WATER LINE
PHASE I
COMMON AREA
999,616 SF±
22.948 ACt
o>
10' WIDE UTILITY
(` EASEMENT
8 9g,
2
1 1 85'5, \\ J
N 39'28'07" E
PHASE I
COMMON AREA
30,188 SFt
0.693 AC± 0
N 12'35'10" E
10.00'
S 77'24'50" E
0'
\ / %12
O \� 5 �j'O
2\9'
LOT 93
22,562. SFt
0.520 AC±
Z
1.19'
MATCH LINE SEE SHEET 8
HIGH COUNTRY ENGIN
\\
LOT 102 \\
n3A467 AC+t \
W
0
O
5 85'21'13" W
210.50'(032P
266.10
LOT 94
28,424. SFt \ 03 J.
0.652 AC± ‘O 5'
HI
H:RING,
INC.
CONSULTING ENGINEERS WD SURVEYORS
1517 BLAKE AVENUE SUITE 101
GLENW00D SPRINGS, C0\)RADO 81601
(970) 945- 856
N 86'33'53" W
243.51'
m
34.86' J
30' WIDE UTILITY
EASEMENT
x•743
-J
n V,
1
16
100
0
50
LINE TABLE
LINE
LENGTH
BEARING
L2
43.14'
S 89°15'45' W
L3
123.72'
N 34°28'09' W
L4
130.25'
N 08°Ol'5l' E
L18
100.00'
S 01°19'06' W
L19
100.15'
S 88'08'24' E
L28
83.70'
S 17°23'54' E
L38
14.61'
S 82°46'05' E
L39
60.00'
S 07°13'55' W
L40
14.61'
N 82°46'05' W
L41
45.82'
S 76°34'40' W
L45
45.24'
N 04.00'00' W
L46
81.61'
N 56'50'00' E
L48
41.59'
S 25°52'15' E
L49
40.59'
S 50'47'54' E
L50
94.71'
S 41°00'00' W
L51
45.82'
N 76'34'40' E
L69
77.75'
S 69°34'20' W
L70
43.11'
S 54°11'49' E
L71
49.09'
S 06'00'00' E
L111
48.02'
N 63°08'25' E
L112
106.57'
S 89'00'00' W
L113
251.56'
S 37°00'00' E
L114
66.06'
N 00°00'00' E
L161
74.79'
S 36°59'13' E
L162
83.63'
S 33°42'44' E
L163
86.10'
S 37°36'27' E
L164
133.55'
S 27°32'33' E
L165
54.19'
S 02°22'45' W
L166
38.52'
S 25°41'55' E
L167
37.77'
S 07'39'08' E
L168
43.47'
S 34°13'33' E
L169
73.55'
S 05'04'23' E
L170
42.52'
S 46°31'25' E
L171
76.54'
S 27'20'00' E
L172
88.36'
S 30'10'23' E
L173
48.13'
S 23'06'33' E
L174
73.42'
S 13'49'28' E
L175
65.29'
S 23°16'15' E
L176
76.51'
S 32'34'47' E
L177
47.28'
S 54'11'34' E
L178
60.31'
S 58'10'40' E
L179
47.56'
S 49°24'36' E
L180
71.59'
S 39'31'51' E
L181
374.14'
S 28.56'53' E
L182
396.56'
S 32'51'55' E
L223
59.90'
N 25°41'45' W
L224
80.47'
N 06°21'41' W
L225
34.52'
N 14'51'15' E
L226
36.37'
N 02°46'52' E
L227
72.46'
N 36°03'31' W
L228
15.88'
N 22°59'55' E
L229
50.19'
N 33'25'50' W
L230
101.14'
N 08°53'39' W
L231
32.10'
N 15°26'50' W
L232
104.45'
N 11'37'10' E
L233
37.17'
N 11°14'02' W
L234
59.79'
N 42'04'23' W
L235
95.41'
N 10°10'14' W
L275
186.80'
S 45'04'37' E
L276
125.77'
S 37'27'37' E
L277
223.69'
S 23.00'18' E
L278
104.21'
S 01°15'48' E
L279
137.96'
S 01°20'00' W
L298
134.13'
S 24°48'40' W
L299
119.73'
N 44°29'39' W
L300
77.79'
N 00°22'38' W
L303
71.09'
S 16°02'33' W
GRAPHIC SCALE
100
200
400
( IN FEET )
1 inch = 100 Pt.
T
LINE TABLE
LINE
LENGTH
BEARING
L4
130.25'
N 08°01'51' E
L5
53.97'
S 21°55'10' W
L6
28.27'
N 45°01'42' W
L7
30.84'
N 13'15'08' E
L8
86.97'
N 13°40'41' E
L9
8.37'
N 14°26'34' E
L16
156.56'
S 80°39'46' W
L 29
42.65'
S 21'34'15' W
L30
20.40'
S 80°22'30' W
L31
119.77'
S 33'16'14' E
L 32
112.45'
S 31°58'14' E
L 33
80.42'
S 01°43'10' E
L34
119.69'
S 51°46'42' W
L 35
57.79'
N 00°00'00' E
L36
48.97'
S 06°06'54' E
L 37
94.35'
N 51°46'42' E
L42
80.55'
S 31°18'55' W
L43
52.99'
N 84°00'00' E
L44
20.04'
N 29°00'00' E
L45
45.24'
N 04'00'00' W
L 72
41.12'
N 31°00'00' E
L73
40.78'
S 13°27'42' E
L 74
53.88'
S 02°59'10' W
L75
103.61'
S 55°00'00' W
L 76
122.74'
S 55'00'00' W
L77
26.07'
N 83°00'00' E
L 78
60.43'
S 55°00'00' W
L79
78.28'
N 00°45'31' W
L80
100.72'
N 16'44'09' W
L81
58.41'
N 14°18'11' E
L82
136.97'
S 70°16'13' E
L83
111.03'
N 39°41'37' E
L84
85.53'
N 55°57'41' E
L85
159.34'
S 04°52'55' E
L86
156.77'
S 04°56'30' W
L87
33.96'
S 34°00'00' E
L88
140.18'
N 02°00'00' E
L 89
88.09'
S 27°00'00' W
L90
33.36'
N 08'15'39' W
L91
88.61'
S 49°00'00' E
L92
78.71'
S 66°00'00' E
L93
48.22'
S 38°57'05' W
L94
168.25'
S 25°00'00' E
L95
210.14'
S 25°00'00' E
L96
141.07'
S 63°00'00' W
L97
140.90'
S 63°00'00' W
L98
57.23'
N 15°48'30' E
L99
138.06'
S 32°00'00' W
L100
151.14'
N 37°00'00' W
L101
193.54'
S 37°00'00' E
L102
163.70'
S 55°00'00' W
L103
203.73'
N 52°00'00' E
L104
141.33'
N 36°00'00' W
L105
154.46'
N 36°00'00' W
L106
204.62'
N 52°00'00' E
L107
192.60'
N 52°00'00' E
L108
168.74'
N 52°00'00' E
L109
98.55'
S 24°20'57' E
L110
88.90'
N 43°25'41' E
L113
251.56'
S 37°00'00' E
L118
158.76'
N 80°39'46' E
L119
114.21'
N 39°32'23' E
L120
203.38'
N 19'43'12' E
L121
119.01'
S 74°34'34' E
L122
155.10'
S 74°34'34' E
L123
225.97'
N 19°43'12' E
L124
102.46'
N 39°32'23' E
L183
413.27'
S 32°07'08' E
L184
170.52'
S 11°40'32' E
L185
179.86'
S 05°08'00' W
L186
19.33'
S 15'01'21' W
L187
34.81'
S 03°19'24' E
L188
43.88'
S 12'38'42' W
L189
100.36'
S 20°05'36' E
L190
87.74'
S 06°19'34' E
L191
7211'
S 17°06'58' E
L197
425.65'
S 09°32'11' E
L198
65.24'
S 56°43'56' E
L199
95.98'
S 09°38'54' E
L200
51.86'
S 27°35'23' W
L201
87.36'
S 09°22'05' E
L202
38.67'
S 15°40'59' W
L203
44.91'
N 02°00'00' E
L204
27.25'
N 47°15'32' E
L205
30.60'
N 06°10'00' W
L206
46.30'
N 00°38'48' W
L207
20.83'
N 13'02'29' W
L208
14.30'
N 00°17'38' W
L209
93.68'
N 04°24'00' W
L210
69.55'
N 08°03'12' W
L211
142.66'
N 02°13'15' E
Allf,NDF,'D AND RI-1;STATF,D FINAL PLAT
IRON13l IDGE PLANNED UNIT IEVET,O1'MENT
PHASH; I
L212
67.82'
N 08°29'50' E
L213
18.46'
N 36°58'28' W
L214
16.95'
N 03°09'22' E
L215
26.11'
L216
5.48'
L217
40.65'
L218
55.51'
L 219
41.82'
L 220
21.05'
L221
104.42'
L222
54,03'
L279
137.96'
L280
110.00'
L281
218.71'
L282
363.54'
L283
100.72'
L284
46.98'
L285
148.52'
L286
144.49'
L287
121.86'
L288
48,94'
L289
62.24'
L 290
39,49'
L291
131.19'
L292
168.24'
L293
70.71'
0)
SHEET 8 OF 8
/71" N 39'28'07" E S 77'24'50" E
e.
1.19'
v
ti
4
z \
. LOT 102
U! 23,737 SFt
L4 0.544 AC±
4•,
PHASE IV
BLOCK 4
808,817 SF±
18.567 ACt
/
\c•
MATCH LINE SEE SHEET 7
LOT 1001
16,972. SF±
0.389 ACt U
M
28,424. SF*
0.652 AC±
N 86'33'53"
243.51
34.86'
30' WIDE UTILITY
EASEMENT
cis E
N%2,206"/
N
61'2%
ciii5T3)
23.
0
O
25.0'
018
z
0
PHASE 1
COMMON AREA
162,514 SF±
3.730 ACt
PHASING LNE (TYP)
S 80'27'49" W
61,66'
C420 ),
4.87
L220
C418
10' WDE UTILITY
EASEMENT
CENTER LINE GOLF
CART PATH
/
/
/
NON-EXCLUSIVE UTILITY EASEMENT
APPROXIMATE LOCATION
CENTER LINE 15' WIDE
BIKE PATH 0 CENTER LINE
8' WIDE EX'STING BIKE PATH
21.94'
20.40'
8-39' C26
4
30.00
L217 C47 /set
C2
PHASE I
GOLF COURSE PARCEL 3
434,913 SFt
9.984 ACt
PHASE I
COMMON AREA
26,807 SF±
0.815 AC±
C414
L214
0
LOT 171
17,359 SFt
Op,
�$0
• 0.398 AC± [p
R9
00+ ,\per ,NS
.\\°1/4.00.035T6
4' 15,540
16
4, C254
LOT 164 >
ifr
iJ • 20,483. SF±
to 0.470 AC j
v7
11� 5
•
6
s0
1, N�1
/123.29
/ (234)
\ LOT 106
y, a4 At. o
6
(30) \
37 02\W
LOT 96 \ op•
42_360 SFt
A8 18, 2760. SF±
O • 60 \ JO6 2�
d �S 13- \ "i.
s
amass C267 L023.1SF± , �\
CP 0.432 ACt `i♦
CP
q \ c0214•Op oo
o+. \....,..5 65°
98 \ -:'\• 0\ r 5�005�
01
r•
LOT 158\ v.•\ t l SLOT 108
15,542. SF±
0.356 AC±
WETLAND LINE
30' WIDE UTILITY
EASEMENT
MEAN HIGH
WATER LINE
100 YEAR FLOOD
LINE
COMMON AREA
15,047 SFt
0345 AC±
PHASE I
COMMON AREA
6,793 SF±
0.156 ACt
(LOT15,010. Sit
1F7
60179°53" Ath
0.374 AC±
238.40
CENTER LINE 40' VVIDE
ROBERTSON DITCH
IRRIGATION EASEMENT
L213
LOT 113
C412
C LOT 115 I
LOT 145
17,772. SFt
0.408 AC±
IRONBRIDGE P.U.D. KEYMAP
L294
36.60'
L295
122.07'
L296
58.88'
L297
36.68'
100
SW COR SEC 1
BLM BRASS CAP
GRAPHIC SCALE
50 100 200
0
b 04
L209
It C408
LOT 135
o.0 17,292. SFt
03 (606f)
P.
1 LOT 136
o
LN 811 8'59"
19,201. SF±
0.440 AC±
o
153.68' 30.0
iLOT 142
o
LA J
tj to 0_090C321 j
Co
LO
0
-J
0.462 ACt
1\p, L0240087
400
C403
0330 OD
LOT 138 bi
0.357 AC±
1.127
1.82
1.206
L205
NC
LOT 140Th
40.15'
137 77'
L204
Ey
1 inch = 100 ft..
20.0'
30' UTILITY
EASEMENT
PHASE I
COMMON AREA
48,420 SFt
341 76'
44 14'
LOT 122
29,050, SF±
0.667 ACt
CENTER LINE 15' WIDE
BIKE PATH 0 CENTER LINE
8' WIDE EXISTING BIKE PATH
NON-EXCLUSIVE UTILITY EASEMENT
APPROXIMATE LOCATION
HIGH COUNTRY \GINEERING, INC.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
CONSULTING ENGINEERS AND SURYEYORS
1517 BLAKE AVENUE, SUITE 1)1
GLENWOOD SPRINGS, COLORADO 81601 (90) 945- 8676
PHASING LINE
PHASE I
COMMON AREA
4,800 SF±
0.110 AC±
(TYP) -\
563.32'
LOT 121 •
4si 22,404. SFt (it
04 0.514 AC±
PHASE I
COMMON AREA
12,546 SF±
0.288 ACt
PHASE 1
COMMON AREA
TELLER SPRINGS
BUFFER ZONE
161,394 SF±
3.705 AC±
9.
MEAN HIGH
WATER LINE
PHASE I
COMMON AREA
RIPARIAN AREA
BLUE HERON PROTECTION
686,607 SF±
15.762 ACt
CENTER LINE 40' WIDE
ROBERTSON DITCH
IRRIGATION EASEMENT
100 YEAR FLOOD LINE
WETLAND LINE
8758 25 E
324.74
P in
0 04
ZONE
cri
/
a7 nic)
FOUND REBAR AND
ALUMINIUM CAP
LS. #Th80
PHASING LINE MP)
PHASE
COMMON A9:71,
BLUE HEitiN
309,784 SEt
7.112 ACt
N 89'52'26" E
174.01'
87.17'
855.53
C413
82.38'
76.21'
58.61'
7,39'
223.49'
132.91'
112 98'
55.22'
128.95'
65.38'
53.38'
31.83'
52.11'
6.56'
59.61'
63.34'
140 92'
39.65'
47.31'
200.97'
1
1
Lai
0
10
0
crt
cri
crt
0
0
r FOUND REBAR AND
/ ALUMINIUM CAP
ILLEGIBLE
'54'33" E 52.30'
57130" W 50.41'
"53'19" W
6.34'
131 96'
40'07'50"
26'40'02"
50'56 21"
38.81'
47.05'
197.75'
CL
CURVE RADIUS LENGTH
CHORD
01
582,29' 181.72'
N 13'29'05" W
180.98'
263.67' 104.48'
103.80'
200.00' 136.03'
133.42'
200.00' 122.73'
200.00'
76.26'
75.80'
250.00'
83.05'
N 44'23'54" E
82.66'
250.00' 273.47'
260.03'
250.00' 130.77'
129.28'
250.00' 142.70'
140.77'
250.00'
158.01'
N 81'31'05" W
155.40'
27.56'
N 27'27'30" W
27.53'
64.83'
N 12'19'59" W
64.46'
250.00' 253.19'
175.00'
13.83'
175.00'
102.91'
N 16'50'45" W
101.43'
175.00' 168.27'
161.87'
100.00'
151.29'
137.27'
150.00'
84.06'
82.96'
175.00' 176.97'
S 22'48'27" W
169.53'
170.00'
115.62'
113.41'
230.00' 156.43'
153.43'
230.00' 113.20'
112.06'
230.00'
43.23'
43.17'
230.00'
141.14'
138.93'
230.00'
67.58'
67.33'
230.00'
60.63'
60.46'
230.00'
12.93'
12.93'
170.00'
104.32'
N 39'09'00" E
102,69'
170.00'
34.11'
34.05'
DELTA
38'58'09"
19'01'58"
9'01'27"
4'31'48"
55'05'38"
57'56'30"
38'58'09"
35'09'31"
35'09'31"
11'29'46"
170.00'
31.06'
31.02'
170.00'
39.15'
N 50'07'55" E
39.06'
35,00'
63.47'
50,00'
227.10'
50.00'
42.26'
N 17'21'49" W
41.01'
50.00'
42.26'
41.01'
50.00'
67.80'
62.72'
50.00'
68.01'
35.00'
79.49'
63.47'
35.00'
55.77'
N 77'37'14" W
50.06'
35.00'
54.18'
48.93'
230.00'
87.70'
87.17'
230.00'
75.05'
S 47'22'51" W
230.00'
12.65'
12.64'
170.00'
64.82'
64.43'
170.00'
15.57'
15.56'
170.00'
31.75'
31.70'
170.00'
17.50'
17.50'
280.00'
93.01'
92.58'
280.00'
16.53'
16.53'
280.00'
76.48'
220.00' 73.08'
72.75'
48'25'27"
48'25'27"
85'42'08"
9118'01"
18'41'49"
3'09'01"
51 4'50"
19'01'58"
15'39'01"
19'01'58"
9.11'
9.11'
220.00'
63.97'
63.74'
220.00'
240.65'
228.83'
220,00'
16.44'
220.00' 141,54'
139,11'
1 220.00'
82.67'
82 18'
280.00'
87.82'
87.46'
280.00'
8.32'
8.32'
280.00'
79.50'
79.23'
35.00'
51.42'
46.92'
35.00'
46.21'
N 46'25'03" W
42.93'
280.00'
280.00
280.00'
101.81'
48.07'
101 25'
48.01'
53.65'
75'39'09"
20'49'57"
220.00'
139.05'
N 81'31'05" W
136.75'
68.38'
N 7218'54" W
68.10'
220.00'
70.67'
70.37'
280.00'
176.97'
N 81'31'05" W
174.04'
205.00'
32.29'
N 27'27'30" W
32.25'
205.00'
20.67'
205.00
N 29'04'55" W
N 24'34'12" W
20.66'
11.62'
5'46'37"
22.84'
22 81'
145.00'
53.72'
N 12'19'59" W
53 41'
205.00'
75.95'
75.51'
42.74'
N 16'58'24" W
42.67'
205.00'
33.20'
N 06'21'35" W
33.17'
280.00' 277.00'
265.84'
280.00'
57.27'
57.17'
280.00'
73.30'
73.09'
280.00'
30.06'
30.04'
280.00' 63.08'
62.95'
280.00'
53.28'
53.20'
35.00'
54.16'
48.91'
35.00'
54.98'
N 78'41'31" W
49.50'
220,00'
222.81'
213.41'
220.00'
12.76'
N 00'03'29" W
12.76'
220.00' 112.54'
C284
220.00'
97.51'
111.32'
96.71'
205.00'
16.21'
16.20'
145.00'
11.46'
205.00'
120.55'
N 16'50'45" W
118.82'
205.00'
31.10'
N 29'20'45" W
31.07'
205.00'
89.45'
88.74'
145.00'
N 16'50'45" W
84.04'
145.00'
62.84'
N 21'16'35" W
62.35'
145.00'
22.42'
N 04'25'50" W
22.40'
145.00'
139.43'
134.12'
205.00'
197.12'
189.61'
205.00'
55.83'
55.65'
205.00'
94.63'
205.00'
46.66'
130.00'
196.68'
130.00'
42.17'
46.56'
178.45'
41.99'
130.00'
59.72'
59.19'
130.00'
130.00'
44.13'
43.92'
50.66'
50.34'
70,00'
105.91'
96.09'
35.00'
54.98'
49.50'
35.00'
54,98'
49.50'
35.00'
54.98'
49,50'
35.00'
54.98'
49.50'
180.00'
93.09'
180.00'
49,60'
180.00'
43.48'
120.00'
54.31'
145.00' 146.6S
80.42'
66.21'
205.00' 207.31'
205.00'
60.16'
205.00'
64.27'
205.00'
75.14'
205.00'
7.74'
35.00'
24.51'
35.00'
12.25'
35.00'
12.25'
50.00'
227.10'
50.00'
63.49'
50.00'
43,43'
50.00'
17,44'
34.29'
68.45'
N 07'03'43" W
35.00'
24.51'
35.00'
18.01'
35.00'
6.49'
275.67' 100.45'
92.05'
49.45'
43.38'
53.85'
140.47'
79.40'
65.64'
198.59'
59.94'
64.01'
74.72'
24.01'
12,19'
12.19'
76.47'
59.31'
42.07'
17.36'
33,62'
63.23'
24.01'
17.81'
6.49'
99.90'
21'13'37"
11'56'47"
6'09'02"
3'19'24"
25'23'39"
4'31'48"
33'41'31"
25'00'00"
24'49'51"
8'51'40"
55'05'38"
26'26'55"
90'00'00"
90'00'00"
90'00'00"
90'00'00"
29'37'50"
57'56'30"
17'57'51"
2'09'48"
20'03'34"
20'03'35"
78'26'27"
IRONBRIDGE P.U.D. 97042.09 2/2/04 \FPLAT-PHS7 SHEET 8 OF 8
II I