HomeMy WebLinkAbout1.0 PUD Preliminary PlanJ:AProjects \206V1064VDWG APrelim Plat AP1 ELT PLA
PLAT NOTES
1. 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.
IUONBRID G P- ANNED UNIT D-:VELOPM -,NT I'I IAS III
A RESUBDIVISION OF FUTURE DEVELOPMENT PHASE III, OF THE AMENDED AND RESTATED FINAL PLAT OF IRON BRIDGE PLANNED UNIT DEVELOPMENT,
PHASE 1 RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 654210., SITUATED IN GOVERNMENT LOTS 10, 11, 12, 15,
16, 17, 22, 23 AND 24 OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 1 OF 5 CERTIFICATION OF DEDICATION AND OWNERSHIP
2. ALL STRUCTURES LOCATED WITHIN THE IRONBRIDGE PUD SHALL HAVE ENGINEERED FOUNDATIONS. BASEMENTS SHALL BE ALLOWED ONLY WHERE SAFE,
AS DETERMINED BY A QUALIFIED GEOTECHNICAL ENGINEER.
3. PRIOR TO ANY EXCAVATIONS, ALL UTILITY COMPANIES SHALL BE NOTIFIED FOR A FIELD LOCATION OF THEIR RESPECTIVE UTILITY LINES AND FACILITIES.
4. THERE SHALL BE A MINIMUM 20' SETBACK FROM SINKHOLES FOR ALL STRUCTURES UNLESS MITIGATION MEASURES APPROVED BY A QUALIFIED
GEOTECHNICAL ENGINEER ARE INSTITUTED.
5. AT OR PRIOR TO THE CLOSING OF EACH LOT WITHIN THE IRONBRIDGE PUD, A WAIVER OF CLAIMS AGAINST 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 RESULTING 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;
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.
6. ALL COMMON AREAS ARE DESIGNATED AS ACCESS, DRAINAGE, AND UTILITY EASEMENTS.
7. 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.
8. OWNER(S) SHALL BE RESPONSIBLE FOR THE CLEANING AND MAINTENANCE OF YARD DRAINS LOCATED ON THEIR LOT.
9. ALL DRAINAGE STRUCTURES SHALL BE MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION IN ACCORDANCE WITH THE PROVISIONS OF THE
"REVISIONS OF FINAL DRAINAGE REPORT FOR IRONBRIDGE PUD PHASE 3" PREPARED BY HIGH COUNTRY ENGINEERING, INC. DATED
JANUARY 3, 2007, A COPY OF WHICH SHALL BE MADE AVAILABLE FOR INSPECTION AT ALL TIMES BY THE PROPERTY OWNERS ASSOCIATION.
10. HOLIDAY LIGHTING RESTRICTIONS.
11. PARKING RESTRICTIONS.
12. RIVER LOT BOUNDARY/PROPERTY LINE NOTICE.
13. COLORADO IS A "RIGHT TO FARM" STATE PURSUANT TO C.R.S. 35-3-101, ET SEQ. LAND OWNERS, RESIDENTS AND VISITORS TO ACCEPT THE
ASPECT T
ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTY'S AGRICULTURAL L OPERATIONS AS A NORMAL AND NECESSARY SPEC OF LIVING IN A
COUNTY WITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR . ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD,
DUST, SMOKE CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY
SPRAYING OR OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENTS, HERBICIDES, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY
OCCUR AS A PART OF A LEGAL AND NON NEGLIGENT AGRICULTURAL OPERATION.
THESUBDIVISION.N 1 NEW SOLID -FUEL BURNING STOVE AS
14, NO OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHINONE ( )
DEFINED BY C.R.S. 25-7-401, ET. SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING
UNITS WILL BE ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES AND APPLIANCES.
15. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAW AND COUNTY REGULATIONS WITH REGARD TO THE
MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN
ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS AND LAND OWNERS ARE ENCOURAGED TO LEARN
ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH
INFORMATION IS "A GUIDE TO RURAL LIVING AND SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN
GARFIELD COUNTY.
16. ALL EXTERIOR LIGHTING WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR LIGHTING WILL BE DIRECTED INWARD AND DOWNWARD TOWARDS
THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTY
BOUNDARIES.
17. ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT AND THE DOG SHALL BE REQUIRED TO BE CONFINED WITHIN THE OWNER'S PROPERTY
BOUNDARIES.
SURVEYOR'S NOTES
1. DATE OF THIS SURVEY WAS MARCH AND APRIL 1996 AND FEBRUARY 2006.
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 BRASS 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, THE AMENDED AND RESTATED FINAL PLAT OF IRONBRIDGE PLANNED UNIT
DEVELOPMENT PHASE 1 RECORDED JUNE 16, 2004 AS RECEPTION NO. 654210 AND OTHER DOCUMENTS OF RECORD.
4. OWNER/APPLICANT - LB ROSE RANCH, LLC, ROARING FORK INVESTMENTS, LLC, A COLORADO LIMITED LIABILITY COMPANY,
19563 EAST MAIN STREET, SUITE 200, PARKER, COLORADO 80138 (303)841-8072.
EASEMENTS
1. THERE SHALL BE A 30 FOOT EASEMENT FOR UTILITIES ALONG THE FRONT LOT LINES OF ALL LOTS ADJOINING ROADS WHOSE RIGHT-OF-WAY IS 60
FEET WIDE. EXCEPTING LOTS 16 THROUGH 42.
2. THERE SHALL BE A 25 FOOT EASEMENT FOR UTILITIES ALONG THE FRONT LOT LINES OF LOTS 29 THROUGH 42 ADJOINING ROADS WHOSE
RIGHT-OF-WAY IS 60 FEET WIDE.
VICINITY MAP
SCALE: 1" = 2000'
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VICINITY MAP
SCALE: 1" = 2000'
IRONBRIDGE P.U.D. KEYMAP
LOTS
SCALE: 1" = 500'
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET INDEX
PLAT - SIGNATURES
PLAT - PHASING
PLAT - LOTS
PLAT - LOTS
PLAT - LOTS
3. THERE SHALL BE A 10 FOOT WIDE EASEMENT FOR UTILITIES ALONG THE SIDE LOT LINES FOR ALL LOTS. EXCEPTING LOTS 16 THROUGH 28. CLERK AND RECORDER'S CERTIFICATE
4. THERE SHALL BE A 20 FOOT EASEMENT FOR UTILITIES ALONG THE REAR LOT LINES OF ALL LOTS. EXCEPTING LOTS 16 THROUGH 28,
MINERAL OWNERS
SURVEYOR'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER
OF GARFIELD COUNTY AT O'CLOCK____.M., ON THE DAY
OF , A.D. 20___, AND IS DULY RECORDED IN
BOOK PAGE , RECEPTION NO.
1. JAMES LAVERN ROSE I, JASON R. NEIL, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR LICENSED ATTEST:
P.O. BOX 1240 UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND CLERK AND RECORDER
RIFLE, COLORADO 81602 COMPLETE PLAT OF THE IRONBRIDGE PLANNED UNIT DEVELOPMENT, PHASE III AS LAID OUT,
PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE BY:
2. WESTBANK RANCH #1 LTD. SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE DEPUTY
235 OAK LANE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS
GLENWOOD SPRINGS, COLORADO 81601 THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS
GOVERNING THE SUBDIVISION OF LAND.
3. UNITED STATES OF AMERICA
C/0 BUREAU OF LAND MANAGEMENT
P.O. BOX 1009
GLENWOOD SPRINGS, CO 81601
IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS DAY OF
A.D. 20___.
4. ESTATE OF JOHN C. RIGNEY (DECEASED)
5. ESTATE OF PHIL T. RIGNEY (DECEASED)
6. WILLIAM WALTER GENTRY A.K.A. WILLIAM GENTRY
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.
JASON R. NEIL, L.S. #37935
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
KNOW ALL MEN BY THESE PRESENTS:
THAT THE UNDERSIGNED LB ROS RANCH LLC, A DELAWARE LIMITED LIABILITY COMPANY IS THE OWNER OF THAT REAL PROPERTY SITUATED IN THE
COUNTY OF GARFIELD, STATE OF COLORADO, AND BEING A PART OF THE PARCEL OF LAND SITUATED IN GOV'T LOTS 10, 11, 12, 15, 16, 17, 22, 23 AND 24
OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO AS SHOWN ON THE
ACCOMPANYING PLAT, SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A RESUBDIVISION OF FUTURE DEVELOPMENT PHASE III, OF THE AMENDED AND RESTATED FINAL PLAT OF IRON BRIDGE PLANNED UNIT DEVELOPMENT, PHASE 1
RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 654210., SAID PARCEL OF LAND BEING MORE PARTICULARLY AS
DESCRIBED AS FOLLOWS:
OFBLMBRASS CAP IN PLACE; THENCE S 47'02 01 E A DISTANCE OF 610.63FEET TO
COMMENCING AT THE NORTHWEST CORNER SAID SECTION 1, A 1958
THE POINT OF BEGINNING. THENCE N 60'00'00" E A DISTANCE OF 121.04 FEET TO A POINT ON THE NORTHERLY LINE OF SAID PHASE I, A SET REBAR AND
CAP L.S. #37935; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID NORTHERLY LINE:
1. S 59'20'23" E A DISTANCE OF 89.75 FEET;
2. S 63'47'19" E A DISTANCE OF 60.78 FEET;
3. S 63'47'23" E A DISTANCE OF 334.00 FEET;
4. S 63'47'20" E A DISTANCE OF 334.00 FEET;
5. N 37'11'37" E A DISTANCE OF 174.57 FEET;
THENCE S 72'00'00" E A DISTANCE OF 128.25 FEET; THENCE S 67'51'09" E A DISTANCE OF 379.36; THENCE S 65'00'00" E A DISTANCE OF 362.59;
THENCE S 69'00'00" E A DISTANCE OF 209.58 FEET; THENCE S 59'50'00" E A DISTANCE OF 206.64 FEET; THENCE S 49'00'00" E A DISTANCE OF 200.56
FEET; THENCE S 3419'54" E A DISTANCE OF 149.21 FEET; THENCE S 34'03'44" E A DISTANCE OF 197.29 FEET; THENCE S 30'42'43" E A DISTANCE OF
86.50 FEET; THENCE S 14'33'44" E A DISTANCE OF 79.98 FEET; THENCE S 25'43'53" E A DISTANCE OF 308.74 FEET; THENCE N 86'49'23" W A DISTANCE
OF 225.61 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 580.00 FEET AND A CENTRAL ANGLE OF 10'53'34", A
DISTANCE OF 110.27 FEET (CHORD BEARS S 21'33'22" E 110.10 FEET); THENCE N 86'49'23" W A DISTANCE OF 905.92 FEET; THENCE N 08'58'57" W A
DISTANCE OF 251.21 FEET; THENCE N 59'10'31" W A DISTANCE OF 230.72 FEET; THENCE N 41'00'00" W A DISTANCE OF 291.19 FEET; THENCE N60'27'28"W
A DISTANCE OF 705.20 FEET; THENCE N 17'00'00" W A DISTANCE OF 57.28 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS
OF 294.38 FEET AND A CENTRAL ANGLE OF 1422'19", A DISTANCE OF 73.84 FEET (CHORD BEARS S 41'03'01" W 73.65 FEET); THENCE S 33'52'10" W A
DISTANCE OF 272.73 FEET; THENCE S 38'24'22" W A DISTANCE OF 48.25 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF
305.00 FEET AND A CENTRAL ANGLE OF 28'19'42", A DISTANCE OF 150.80 FEET (CHORD BEARS S 57'06'26" W 149.27 FEET); THENCE S 71'16'17" W A
DISTANCE OF 26.72 FEET; THENCE N 18'43'43" W A DISTANCE OF 87.42 FEET; THENCE N 71'16'17" E A DISTANCE OF 67.02 FEET; THENCE ALONG THE ARC
OF A CURVE TO THE LEFT HAVING A RADIUS OF 232.00 FEET AND A CENTRAL ANGLE OF 37'24'07", A DISTANCE OF 151.45 FEET (CHORD BEARS N
52'34'13" E 148.77 FEET); THENCE N 33'52'10" E A DISTANCE OF 6.62 FEET; THENCE N 69'00'00" W A DISTANCE OF 190.08 FEET; THENCE N 18'43'43" W
A DISTANCE OF 156.81 FEEL THENCE N 14'00'00" W A DISTANCE OF 407.29 FEET; THENCE N 1121'36" E A DISTANCE OF 183.11 FEET TO THE POINT OF
BEGINNING.
SAID PARCEL OF LAND CONTAINING 45.289 AC., MORE OR LESS.
THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS IRONBRIDGE PLANNED UNIT DEVELOPMENT, PHASE III.
(HEREINAFTER, "IRONBRIDGE PUD"), A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO AND DOES HEREBY MAKE THE FOLLOWING DEDICATIONS OF
PORDONS THEREOF:
1. ALL STREETS, ROADS AND BIKE PATHS HEREIN LAID OUT, ARE HEREBY DEDICATED AND SET APART TO THE PUBLICFOREVER,SUBJECT TO THE RIGHT OF
APPROPRIATE PUBLIC UTILITY COMPANIES AND SPECIAL DISTRICTS TO UTILIZE SAID STREETS AND ROADS AS UTILITY EASEMENTS AND SUBJECT TO THE
FOR THETRAVEL OFGOLF CARTSANDGOLF COURSE
NS TO UTILIZE SAID STREETS AND ROADS 0 MAINTENANCE
OWNER, ITS SUCCESSORS AND ASSIGNS,
VEHICLES.
PUDIDENTIFIEDHEREIN ASUTILITY EASEMENTS ARE HEREBY DEDICATED AND SET APART TO ALL APPROPRIATE
OF THEIRONBRIDGE HE E U L A 0 E
2. THOSE PORTIONS
PUBLIC UTILITY COMPANIESAND SPECIAL DISTRICTS AS PERPETUAL EASEMENTSFOR THE INSTALLATION MAINTENANCE,REPLACEMENT AND REPAIR OF
UTILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND SEWER LINES, GAS LINES, ELECTRICAL LINES AND TELEPHONE LINES TOGETHER WITH A PERPETUAL
RIGHT OF INGRESS AND EGRESS FOR SAID INS TALLA TION, MAINTENANCE, REPAIR AND REPLACEMENT
IN WITNESS HEREOF, SAID OWNER HAS CAUSED ITS NAME TO BE HEREUNTO SUBSCRIBED THIS ___ DAY OF A.D. 20
OWNER: LB ROSE RANCH LLC, A DELAWARE LIMITED LIABILITY COMPANY
BY:
PAMI LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGING MEMBER
BY
AUTHORIZED SIGNA TORY
STATE OF )
)55
COUNTY OF )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___ DAY OF , 20BY AS AUTHORIZED
SIGNATORY FOR PAMI, LLC, A DELAWARE LIMITED LIABILITY COMPANY, MANAGING MEMBER OF LB ROSE RANCH LLC, A DELAWARE LIMITED LIABILITY COMPANY
WITNESS MY HAND AND SEAL
MY COMMISSION EXPIRES: -
NOTARY PUBLIC
ATTORNEY CERTIFICATE
I, TIMOTHY A. THULSON, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT ALL DEDICATIONS TO THE
PUBLIC; AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR ANY LIENS, CLAIMS AND ENCUMBRANCES OF RECORD AND FURTHER THAT THIS
SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984.
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. 20____,
FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND 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
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IRONBRIDGE P.U.D. KEYMAP
LOTS
SCALE: 1" = 500'
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET INDEX
PLAT - SIGNATURES
PLAT - PHASING
PLAT - LOTS
PLAT - LOTS
PLAT - LOTS
3. THERE SHALL BE A 10 FOOT WIDE EASEMENT FOR UTILITIES ALONG THE SIDE LOT LINES FOR ALL LOTS. EXCEPTING LOTS 16 THROUGH 28. CLERK AND RECORDER'S CERTIFICATE
4. THERE SHALL BE A 20 FOOT EASEMENT FOR UTILITIES ALONG THE REAR LOT LINES OF ALL LOTS. EXCEPTING LOTS 16 THROUGH 28,
MINERAL OWNERS
SURVEYOR'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER
OF GARFIELD COUNTY AT O'CLOCK____.M., ON THE DAY
OF , A.D. 20___, AND IS DULY RECORDED IN
BOOK PAGE , RECEPTION NO.
1. JAMES LAVERN ROSE I, JASON R. NEIL, DO HEREBY STATE THAT I AM A REGISTERED LAND SURVEYOR LICENSED ATTEST:
P.O. BOX 1240 UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND CLERK AND RECORDER
RIFLE, COLORADO 81602 COMPLETE PLAT OF THE IRONBRIDGE PLANNED UNIT DEVELOPMENT, PHASE III AS LAID OUT,
PLATTED, DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE BY:
2. WESTBANK RANCH #1 LTD. SURVEY OF SAID PROPERTY BY ME AND UNDER MY SUPERVISION AND CORRECTLY SHOWS THE DEPUTY
235 OAK LANE LOCATION AND DIMENSIONS OF THE LOTS, EASEMENTS AND STREETS OF SAID SUBDIVISION AS
GLENWOOD SPRINGS, COLORADO 81601 THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS
GOVERNING THE SUBDIVISION OF LAND.
3. UNITED STATES OF AMERICA
C/0 BUREAU OF LAND MANAGEMENT
P.O. BOX 1009
GLENWOOD SPRINGS, CO 81601
IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS DAY OF
A.D. 20___.
4. ESTATE OF JOHN C. RIGNEY (DECEASED)
5. ESTATE OF PHIL T. RIGNEY (DECEASED)
6. WILLIAM WALTER GENTRY A.K.A. WILLIAM GENTRY
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.
JASON R. NEIL, L.S. #37935
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
KNOW ALL MEN BY THESE PRESENTS:
THAT THE UNDERSIGNED LB ROS RANCH LLC, A DELAWARE LIMITED LIABILITY COMPANY IS THE OWNER OF THAT REAL PROPERTY SITUATED IN THE
COUNTY OF GARFIELD, STATE OF COLORADO, AND BEING A PART OF THE PARCEL OF LAND SITUATED IN GOV'T LOTS 10, 11, 12, 15, 16, 17, 22, 23 AND 24
OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO AS SHOWN ON THE
ACCOMPANYING PLAT, SAID REAL PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A RESUBDIVISION OF FUTURE DEVELOPMENT PHASE III, OF THE AMENDED AND RESTATED FINAL PLAT OF IRON BRIDGE PLANNED UNIT DEVELOPMENT, PHASE 1
RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 654210., SAID PARCEL OF LAND BEING MORE PARTICULARLY AS
DESCRIBED AS FOLLOWS:
OFBLMBRASS CAP IN PLACE; THENCE S 47'02 01 E A DISTANCE OF 610.63FEET TO
COMMENCING AT THE NORTHWEST CORNER SAID SECTION 1, A 1958
THE POINT OF BEGINNING. THENCE N 60'00'00" E A DISTANCE OF 121.04 FEET TO A POINT ON THE NORTHERLY LINE OF SAID PHASE I, A SET REBAR AND
CAP L.S. #37935; THENCE THE FOLLOWING FIVE (5) COURSES ALONG SAID NORTHERLY LINE:
1. S 59'20'23" E A DISTANCE OF 89.75 FEET;
2. S 63'47'19" E A DISTANCE OF 60.78 FEET;
3. S 63'47'23" E A DISTANCE OF 334.00 FEET;
4. S 63'47'20" E A DISTANCE OF 334.00 FEET;
5. N 37'11'37" E A DISTANCE OF 174.57 FEET;
THENCE S 72'00'00" E A DISTANCE OF 128.25 FEET; THENCE S 67'51'09" E A DISTANCE OF 379.36; THENCE S 65'00'00" E A DISTANCE OF 362.59;
THENCE S 69'00'00" E A DISTANCE OF 209.58 FEET; THENCE S 59'50'00" E A DISTANCE OF 206.64 FEET; THENCE S 49'00'00" E A DISTANCE OF 200.56
FEET; THENCE S 3419'54" E A DISTANCE OF 149.21 FEET; THENCE S 34'03'44" E A DISTANCE OF 197.29 FEET; THENCE S 30'42'43" E A DISTANCE OF
86.50 FEET; THENCE S 14'33'44" E A DISTANCE OF 79.98 FEET; THENCE S 25'43'53" E A DISTANCE OF 308.74 FEET; THENCE N 86'49'23" W A DISTANCE
OF 225.61 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 580.00 FEET AND A CENTRAL ANGLE OF 10'53'34", A
DISTANCE OF 110.27 FEET (CHORD BEARS S 21'33'22" E 110.10 FEET); THENCE N 86'49'23" W A DISTANCE OF 905.92 FEET; THENCE N 08'58'57" W A
DISTANCE OF 251.21 FEET; THENCE N 59'10'31" W A DISTANCE OF 230.72 FEET; THENCE N 41'00'00" W A DISTANCE OF 291.19 FEET; THENCE N60'27'28"W
A DISTANCE OF 705.20 FEET; THENCE N 17'00'00" W A DISTANCE OF 57.28 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS
OF 294.38 FEET AND A CENTRAL ANGLE OF 1422'19", A DISTANCE OF 73.84 FEET (CHORD BEARS S 41'03'01" W 73.65 FEET); THENCE S 33'52'10" W A
DISTANCE OF 272.73 FEET; THENCE S 38'24'22" W A DISTANCE OF 48.25 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF
305.00 FEET AND A CENTRAL ANGLE OF 28'19'42", A DISTANCE OF 150.80 FEET (CHORD BEARS S 57'06'26" W 149.27 FEET); THENCE S 71'16'17" W A
DISTANCE OF 26.72 FEET; THENCE N 18'43'43" W A DISTANCE OF 87.42 FEET; THENCE N 71'16'17" E A DISTANCE OF 67.02 FEET; THENCE ALONG THE ARC
OF A CURVE TO THE LEFT HAVING A RADIUS OF 232.00 FEET AND A CENTRAL ANGLE OF 37'24'07", A DISTANCE OF 151.45 FEET (CHORD BEARS N
52'34'13" E 148.77 FEET); THENCE N 33'52'10" E A DISTANCE OF 6.62 FEET; THENCE N 69'00'00" W A DISTANCE OF 190.08 FEET; THENCE N 18'43'43" W
A DISTANCE OF 156.81 FEEL THENCE N 14'00'00" W A DISTANCE OF 407.29 FEET; THENCE N 1121'36" E A DISTANCE OF 183.11 FEET TO THE POINT OF
BEGINNING.
SAID PARCEL OF LAND CONTAINING 45.289 AC., MORE OR LESS.
THAT SAID OWNER HAS CAUSED THE SAID REAL PROPERTY TO BE LAID OUT AND SURVEYED AS IRONBRIDGE PLANNED UNIT DEVELOPMENT, PHASE III.
(HEREINAFTER, "IRONBRIDGE PUD"), A SUBDIVISION OF A PART OF GARFIELD COUNTY, COLORADO AND DOES HEREBY MAKE THE FOLLOWING DEDICATIONS OF
PORDONS THEREOF:
1. ALL STREETS, ROADS AND BIKE PATHS HEREIN LAID OUT, ARE HEREBY DEDICATED AND SET APART TO THE PUBLICFOREVER,SUBJECT TO THE RIGHT OF
APPROPRIATE PUBLIC UTILITY COMPANIES AND SPECIAL DISTRICTS TO UTILIZE SAID STREETS AND ROADS AS UTILITY EASEMENTS AND SUBJECT TO THE
FOR THETRAVEL OFGOLF CARTSANDGOLF COURSE
NS TO UTILIZE SAID STREETS AND ROADS 0 MAINTENANCE
OWNER, ITS SUCCESSORS AND ASSIGNS,
VEHICLES.
PUDIDENTIFIEDHEREIN ASUTILITY EASEMENTS ARE HEREBY DEDICATED AND SET APART TO ALL APPROPRIATE
OF THEIRONBRIDGE HE E U L A 0 E
2. THOSE PORTIONS
PUBLIC UTILITY COMPANIESAND SPECIAL DISTRICTS AS PERPETUAL EASEMENTSFOR THE INSTALLATION MAINTENANCE,REPLACEMENT AND REPAIR OF
UTILITIES, INCLUDING BUT NOT LIMITED TO, WATER AND SEWER LINES, GAS LINES, ELECTRICAL LINES AND TELEPHONE LINES TOGETHER WITH A PERPETUAL
RIGHT OF INGRESS AND EGRESS FOR SAID INS TALLA TION, MAINTENANCE, REPAIR AND REPLACEMENT
IN WITNESS HEREOF, SAID OWNER HAS CAUSED ITS NAME TO BE HEREUNTO SUBSCRIBED THIS ___ DAY OF A.D. 20
OWNER: LB ROSE RANCH LLC, A DELAWARE LIMITED LIABILITY COMPANY
BY:
PAMI LLC, A DELAWARE LIMITED LIABILITY COMPANY, ITS MANAGING MEMBER
BY
AUTHORIZED SIGNA TORY
STATE OF )
)55
COUNTY OF )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ___ DAY OF , 20BY AS AUTHORIZED
SIGNATORY FOR PAMI, LLC, A DELAWARE LIMITED LIABILITY COMPANY, MANAGING MEMBER OF LB ROSE RANCH LLC, A DELAWARE LIMITED LIABILITY COMPANY
WITNESS MY HAND AND SEAL
MY COMMISSION EXPIRES: -
NOTARY PUBLIC
ATTORNEY CERTIFICATE
I, TIMOTHY A. THULSON, AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT ALL DEDICATIONS TO THE
PUBLIC; AS DESCRIBED ON THIS FINAL PLAT ARE FREE AND CLEAR ANY LIENS, CLAIMS AND ENCUMBRANCES OF RECORD AND FURTHER THAT THIS
SUBDIVISION IS IN SUBSTANTIAL COMPLIANCE WITH THE GARFIELD COUNTY SUBDIVISION REGULATIONS OF 1984.
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. 20____,
FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND 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
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PHASE III
PROJECT NO.
2061064.00
1
ehrn Plat\PRELIM RRT.Gwg, 4/4/2007 8:24:15
SET REBAR AND
ALUMINIUM CAP
LS. #37935
FOUND REBAR AND
ALUMINIUM CAP
LS. #17488
'ROMA SID GSE PLANNED UNIT D-,VELOPMENT PHAS III
A RESUBDIVISION OF FUTURE DEVELOPMENT PHASE III, OF THE AMENDED AND RESTATED FINAL PLAT OF IRON BRIDGE PLANNED UNIT DEVELOPMENT,
PHASE 1 RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 654210., SITUATED IN GOVERNMENT LOTS 10, 11, 12, 15,
16, 17, 22, 23 AND 24 OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 2 OF 5
N
/
7
/
/
LOT 12 /
/
4
i
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/
LOT 13
LOT 14
r �
LOT 15 %
100
GRAPHIC SCALE
0 50 100
/
/ LOT 17 )
200
( IN FEET )
1 inch = 100 ft.
400
S
N 3.3`52' 10"E-
6.62'
N71 '16'17"E
67.02'
--LOT
LOT 43 /
N1 TO0100'W
57.28'
/ %
// LOT 20 //
A=14'22'19"
R=294.38'
L=73.84
CB=S41'03'01 "W
C=73.65
538'24'22"W
48.25'
/ LOT 49 /
LOT AREA (S.F.) ADDRESS
1 19,828 0000 RED BLUFF CIRCLE
2 17,969 0000 RED BLUFF CIRCLE
3 19,457 0000 RED BLUFF CIRCLE
4 16,552 0000 RED BLUFF CIRCLE
5 18,401 0000 RED BLUFF CIRCLE
6 19,673 0000 RED BLUFF CIRCLE
7 22,208 0000 LONG SHADOW LANE
8 24,416 0000 LONG SHADOW LANE
9 35,972 0000 LONG SHADOW LANE
10 21,749 0000 LONG SHADOW LANE
11 22,343 0000 LONG SHADOW LANE
12 30,017 0000 LONG SHADOW LANE
13 36,796 0000 RIVER BEND WAY
14 24,099 0000 RIVER BEND WAY
15 21,268 0000 RIVER BEND WAY
16 46,527 0000 RIVER BEND WAY
17 45,876 0000 RIVER BEND WAY
18 46,682 0000 RIVER BEND WAY
19 43,815 0000 RIVER BEND WAY
20 46,948 0000 RIVER BEND WAY
21 44,518 0000 RIVER BEND WAY
22 46,415 0000 RIVER BEND WAY
23 44,160 0000 RIVER BEND WAY
24 43,861 0000 RIVER BEND WAY
25 43,614 0000 RIVER BEND WAY
26 45,150 0000 RIVER BEND WAY
27 46,936 0000 RIVER BEND WAY
28 46,702 0000 RIVER BEND WAY
29 11,658 0000 RIVER BEND WAY
30 11,551 0000 RIVER BEND WAY
31 10,781 0000 RIVER BEND WAY
32 10,781 0000 RIVER BEND WAY
33 10,781 0000 RIVER BEND WAY
34 10,625 0000 RIVER BEND WAY
35 11,092 0000 RIVER BEND WAY
43 21,945 0000 RIVER BEND WAY
44 22,797 0000 RIVER BEND WAY
45 23,988 0000 RIVER BEND WAY
46 24,001 0000 RIVER BEND WAY
47 24,001 0000 RIVER BEND WAY
48 21,121 0000 RIVER BEND WAY
49 25,201 0000 RIVER BEND WAY
50 23,474 0000 RIVER BEND WAY
61 27,122 0000 RIVER BEND WAY
36 9,916 0000 BLUE HERON DRIVE
37 11,736 0000 BLUE HERON DRIVE
38 11,761 0000 BLUE HERON DRIVE
39 11,761 0000 BLUE HERON DRIVE
40 11,761 0000 BLUE HERON DRIVE
41 12,431 0000 BLUE HERON DRIVE
42 13,061 0000 BLUE HERON DRIVE
51 20,405 0000 BLUE HERON DRIVE
52 15,164 0000 BLUE HERON DRIVE
53 16,895 0000 BLUE HERON DRIVE
54 15,048 0000 BLUE HERON DRIVE
55 15,048 0000 BLUE HERON DRIVE
56 15,048 0000 BLUE HERON DRIVE
57 15,200 0000 BLUE HERON DRIVE
58 13,460 0000 BLUE HERON DRIVE
59 12,775 0000 BLUE HERON DRIVE
60 14,306 0000 BLUE HERON DRIVE
LAND USE
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
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
RIVER LOT
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
TOTAL OF LOTS (PHASE III) = 33.716 AC±
(SINGLE FAMILY LOTS 1-15, 29-61 = 20.143 AC±)
(RIVER LOTS - 16-28 = 13.572 AC±)
TOTAL RIGHT-OF-WAY (PHASE III)
TOTAL COMMON AREA (PHASE III)
TOTAL
S71'16'17"W
26.72'
A=37'24'07"
R=232.00'
L=151.45
CB=N52'34'13"E
C=148.77
A=28'19'42"
R=305.00'
L=150.80
CB=557'06'26"W
C=149.27
15' BIKE PATH EASEMENT
RECEPTION NO. 654210
20' NON-EXCLUSIVE
UTILITY EASEMENT
RECEPTION NO. 654210
4, \
PHASE Ao
GOLF COURSE PARCEL 6 °
NOT PART OF THIS PLAT
/ LOT 54
CENTER LINE 40' WIDE
ROBERTSON DITCH
IRRIGATION EASEMENT
BOOK 7, PAGE 115
/ LOT 55 /
LOT 27 \
/ LOT 56 /
/ /
CENTER LINE 100' WIDE
7PSCO ELECTRIC EASEMENT
RECEPTION N0. 207167
/ LOT 57
r---1
/ LOT 59 I
/
LOT 61 \
03
•
LEGEND
N86'49'23"W
OO SET PROPERTY MONUMENT
PREVIOUSLY FINAL PLATTED
PHASE I - GOLF COURSE PARCEL 6
PHASE II - FILING 3
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,
PHASE I
GOLF COURSE PARCEL 6
NOT PART OF THIS PLAT
HA'E VFILI
0 PEAROF T
A=10'53'34'%
L=110.27
GAB=S21'33 22"E,
C=110.10
7.189 AC±
4.454 AC±
45.289 AC±
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CLIENT CHANGES
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PROJECT NO.
2061064.00
2
Nt\WE PI RAr.dw , 4/1200713:14:}
CALL UTILITY NOTIFICATION
CENTER OF COLORADO
1-800-922-1987
OR 534-06700 IN METRO DENVER
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR
EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES
IRON HRID GE PLANNED U\_ DEVELOPM
-:NT PHASE III
A RESUBDIVISION OF FUTURE DEVELOPMENT PHASE III, OF THE AMENDED AND RESTATED FINAL PLAT OF IRON BRIDGE PLANNED UNIT DEVELOPMENT,
PHASE 1 RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 654210., SITUATED IN GOVERNMENT LOTS 10, 11, 12, 15,
16, 17, 22, 23 AND 24 OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 3 OF 5
FOUND H.LHA.:RR ADD
FOA,ND i.18A.8 AND ALUMINIUM DAD
-ALUMINIUM CAF S. #17488
LS 817488
'Lo-
FL )U I.
SET REBAR AND �_LJM1 1UM '8r
F -ND 56,71100:1.6_-1:34.001\
�C' iC
_122.58'
ALUMINIUM CAP - 334.00 109.80 37.95'
I
563'47'23"E
LS. #37935 559'20'23"E-89.75
�. 105 563'47'19"E _ 116.85' :0 20' 4.00'
119.90' � - �
20.00'
I- - --
-�
"LII H P Ar 93.25'd
60.78' 10.00' to
PHASE o° \ 10.00 s
RECEPTION NO. 654210 1 \ 1 1
/ �� N \ 1 \ 1 \ 1 LOT 15 W
Ai / - N AW 1 1 A \ 21268 S.F.± `o
0 / N d 1 A w 0.488 AC.± p
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SETBACKS
REVISION
17 CLIENT CHANGES
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LOTS 16-28 (RIVER LOTS)
10.00'
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SETBACKS: ply r 1 V"O n\
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REAR -SEE SHEET 4 & 5 / .- \ \`p ^� o n
SIDE - SEE SHEET 4 & 5 \ N N , 1° M\ V� N1 ��
\ \ \O N\ V- V V A
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LOTS 1-15 AND 43-61 (SINGLE FAMILY) PONTT
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LOTS 29-42 (SINGLE FAMILY) V
\ \ \ \ /� � 30'
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SETBACKS: - - - -
41.90 '"'SOH/
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LOTS 29-42
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!WOOD, CO 80112
:5-0547
'RINGS, CO 81601
15-2555
1000' --•.--1
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TYPICAL LOT UTILITY EASEMENTS
\/^1
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L=73,84' 1
_
F, et n U
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LOTS 1-15 AND 43-61
SCALE = 1" = 50'
LOTS 16-28
V R.O.W.
\ N\ I CB=541'03'01"W
4QQO \
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Curve Table
Curve Table
6 - ' 52: W, -1
41
Ng 4', 1
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62 F
r�6 '
N ocoCtiT HIGH COUNTS
a 0 GARFIELD COUNTY, COLORADO � �c
14 INVERNESS DRIB
8 n IRONBRIDGE :\ HOE,— - PHONE (:
? Z PLANNED UNIT DEVELOPMENT vti\ d 1517 BLAKE AVENU
0 C(E
o0 PHASE III IMS` PHONE
Curve #
Length
Radius
Delta
Chord Bearing
Chord
Curve #
Length
Radius
Delta
Chord Bearing
Chord
1
\\ \ \\ O! // N I 1 ,>.
02
190.43
291.81
37'23'24"
N52'34'57"E
187.07
039
53.16
80.00
38'04'15"
S82'59'42"W
52.18
Nt
N \ r /
1
�.. >08
C3
49.12
35.00
80'24 21 "
53'21 29' E
45.18
C40
118.77
355.00
,�
19'10 07
573'46'15"W
118.21
/ w' N
\ 012 30.00' / I o (V
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C6
65.01
35.00
10625'43"
577'01'30"E
56.06
C43
20.22
80.00
14'28'45"
N70'43'47"W
20.16
N
3 3
1
C7
24.51
35.00
40'07'09"
N22'43'15"E
24.01
C44
33.95
35.00
55'34'57"
588'43'07"W
32.64
NI
`,\ \ �/ \ sem\ I z' 0 1
C8
62.50
50.00
71'36'52"
N38'28'06"E
58.51
C45
113.48
230.00
28'16'06"
575'03'41"W
112.33
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\. �.
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012
54.62
50.00
62'35'22"
574'25'47"E
51.94
C46
33.95
35.00
55'34'57"
N33'08'09"E
32.64
\\'o �--1 0l �6' F\\ "�� M
�`. BBQ oS moo' 'n
C14
76.53
50.00
87'41'49"
SO'42'49"W
69.28
C47
53.55
80.00
38'21'12"
N24'31'17"E
52.56
V I
tie/ `i8�,9�" N \/ / -co. N \ I
1
C16
33.46
50.00
38'20'15"
563'43'51"W
32.84
C48
126.71
230.00
31'33'52"
N75'01'20"W
125.11
Curve Table
/
6Sy2 �\ ��( \ I PHASE I
019
24.51
35.00
40'07'09"
S62'50'24"W
24.01
C49
124.14
230.00
30'55'33"
N43'46'38"W
122.64
Curve #
Length
Radius
Delta
Chord Bearing
Chord
'O !p ,)0 \ \ - GOLF COURSE PARCEL 6
68i %' NOT PART OF THIS PLAT
34.80'
C20
60.13
35.00
98'25'50"
510'17'00"W
53.00
C50
33.95
35.00
55'34'57"
N15'54'24"E
32.64
C76
36.15
35.00
59'10'54"
N29'43'25"E
34.57
�\ So�9\� 155.28
021
24.51
35.00
40'07'09"
566'41'08"E
24.01
C51
33.95
35.00
55'34'57"
539'40'34"E
32.64
C77
7.64
170.00
02'34'28"
N60'36'06"E
7.64
„ 190.08'
`� N69•00'00 W N
022
45.05
50.00
51'37'34"
560'55'55"E
43.54
C53
61.09
580.00
6'02'5'34' 4"7
N44'41'58"W19'55'
61.06
079
20.15
80.00.
14'26'05"
536'32'52"W
20.10
N33'52'10' E V
a3T240T 6.62' �/
023
53.24
50.00
61'00'40"
54'36'48"E
50.76
C54
87.40
80.00
62'35'32"
536'10'16"E
83.11
C80
91.49
80.00
65'31'22"
N32'53'39"E
86.58
0
R=232.00'
C25
47.40
50.00
54'18'43"
553'02'53"W
45.64
055
28,96
35.00
47'24'24"
528'34'42"E
28.14
C82
39.07
35.00
63'57'07"
N33'40'46"E
37.07
L=151.45'
\..\ CB=N52'34'13"E
C27
66.25
50.00
75'54'47"
N61'50'22"W
61.51
056
148.60
580.00
14'40'47"
N34'20'33"W
148.20
084
84.88
175.00
27'47'30"
N56'40'34"E
84.06
N,, C=148.77' / is
028
15.16
50.00
1722'34"
N15'11'41"W
15.11
059
4.99
35.00
8'10'34"
556'22'11"E
4.99
C93
124.26
355.00
20'03'19"
586'37'02"E
123.63
VV )
\ '
C29
24.51
35.00
40'07'09"
N26'33'59"W
24.01
060
73.71
175.00
24'07'59"
531'29'40"E
73.17
C99
13.46
170.00
04'32'14"
N00'33'54"W
13.46
=28'19'42"1Q,
030
19.14
205.00
520'59"
N43'57'04"W
19.13
C62
31.15
35.00
50'59'25"
N19'33'46"W
30.13
C100
245.87
200.00
70'26'14"
N24'01'17"W
230.68
R=305.00'
N N71'16'17"E L=150.80'
031
21.58
145.00
8'31'39"
N23'41'30"W
21.56
063
36.95
80.00
2627'43"
N31'49'37"W
36.62
0102
83.07
175.00
27'11'53"
N33'01'37"W
82.29
CB=S57'06'26"W
�\ 67.02 C=149 27
032
39.49
145.00
15'36'20"
N35'45'30W
39.37
C65
36.95
80.00
2627'43"
N5'21'54"W
36.62
C105
414.67
325.00
73'06'12"
582'59'26"W
387.11
\ Q
A.,/
�`,�
C33
49.12
35.00
80'24'21"
N83'45'50"W
45.18
C66
33.95
35.
35.00
55'34'57"
N19'55'31"W
32.64
C106
208.86
200.00
59'49'58"
N89'09'23"W
199.49
vA
\ �
034
171.03
262.00
37'24'07"
552'34'13"W
168.01
067
33.95
35.00
55'34'57"
575'30'29"E
32.64
0107
165.07
200.00
47'17'26"
535'31'48"E
160.43
a�
>\ �`� '1' 571'16'17"W
ti18¶
035
71.30
325.00
12'34'10"
S40'09'15"W
71.16
C68
48.19
80.00
34'30'59"
586'02'28"E
47.47
C108
227.89
200.00
65'17'12"
N88'10'53"E
215.76
. sa60 A. 26'72
3Q�, 00�. co
C37
50.52
355.00
8'09'13"
560'06'35"W
50.48
C74
4.81
35.00
7'52'20"
872'43'08"E
4.81
C110
292.87
550.00
30'30'34"
532'27'43"E
289.42
15' BIKE PATH EASEMENT
/y'\ c '.'>, q RECEPTION NO. 654210
038
33.95
35.00
55'34'57"
N88'14'57"W
32.64
C75
27.99
35.00
45'49'00"
N80426'11"E
27.25
0 20' NON-EXCLUSIVE GRAPHIC SCALE - '\ \ UTILITY EASEMENT
��\ N RECEPTION NO. 654210 50
\ v
0 25 50
100 200
NOTICE: ACCORDING TO COLORADO YOU \N.
LAW 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 \ ( FEET )
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN \\\\ 1 inchh = 50 ft.
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. \
3
Curve Table
Curve #
Length
Radius
Delta
Chord Bearing
Chord
C2
190.43
291.81
3723'24"
N52'34'57"E
187.07
C3
49.12
35.00
80'24'21"
5321129"E
45.18
C6
65.01
35.00
106'25'43"
S77'01'30"E
56.06
C7
24.51
35.00
40'07'09"
N22'43'15"E
24.01
C8
62.50
50.00
71'36'52"
N38'28'06"E
58.51
C12
54.62
50.00
62'35'22"
574'25'47"E
51.94
014
76.53
50.00
87'41'49"
50'42149"W
69.28
C16
33.46
50.00
3820'15"
563'43'51"W
32.84
C19
24.51
35.00
40'07'09"
562'50'24"W
24.01
C20
60.13
35.00
98'25'50"
510'17'00"W
53.00
C21
24.51
35.00
40'07'09"
566'41'08"E
24.01
C22
45.05
50.00
51'37'34"
560'55'55"E
43.54
C23
53.24
50.00
61'00'40"
S4'36'48"E
50.76
C25
47,40
50.00
54'18'43"
553'02'53"W
45.64
C27
66.25
50.00
75'54'47"
N61'50'22"W
61.51
C28
15.16
50.00
17'22'34"
N15'11'41"W
15.11
C29
24.51
35.00
40'07'09"
N26'33'59"W
24.01
C30
19.14
205.00
5'20'59"
N43'57'04"W
19.13
C31
21.58
145.00
8'31'39"
N23'41'30"W
21.56
C32
39.49
145.00
15'36'20"
N35'45'30"W
39.37
C33
49.12
35.00
80'24'21"
N83'45'50W
45.18
C34
171.03
262.00
37'24'07"
552'34'13"W
168.01
C35
71.30
325.00
12'34'10"
940'09'15"W
71.16
C37
50.52
355.00
8'09'13"
560'06'35"W
50.48
C38
33.95
35.00
55'34'57"
N8814'57"W
32.64
Curve Table
Curve #
Length
Radius
Delta
Chord Bearing
Chord
C39
53.16
80.00
38'04'15"
S82'59'42"W
52.18
C40
118.77
355.00
1910'07"
573'46'15"W
118.21
C43
20.22
80.00
14'28'45"
N70'43'47"W
20.16
C44
33.95
35.00
55'34'57"
588'43'07"W
32.64
C45
113.48
230.00
2816'06"
575'03'41"W
112.33
C46
33.95
35.00
55'34'57"
N33'08'09"E
32.64
C47
53.55
80.00
38'21'12"
N24'31'17"E
52.56
C48
126.71
230.00
31'33'52"
N75'01'20"W
125.11
C49
124.14
230.00
30'55'33"
N43'46'38"W
122.64
C50
33.95
35.00
55'34'57"
N15'54'24"E
32.64
C51
33.95
35,00
55'34'57"
539'40'34"E
32.64
C53
61,09
580.00
6'02'04"
N44'41'58"W
61.06
C54
87.40
80.00
62'35'32"
536'10'16"E
83.11
C55
28.96
35.00
47'24'24"
528'34'42"E
28.14
C56
148.60
580.00
14'40'47"
N34'20'33"W
148.20
C59
4.99
35.00
8'10'34"
556'22'11"E
4.99
C60
73.71
175.00
24'07'59"
531'29'40"E
73.17
C62
31.15
35.00
50'59'25"
N19'33'46"W
30.13
C63
36.95
80.00
2627'43"
N31'49'37"W
36.62
C65
36.95
80.00
2627'43"
N5'21'54"W
36.62
066
33.95
35.00
55'34'57"
N19'55'31"W
32.64
C67
33.95
35.00
55'34'57"
575'30'29"E
32.64
C68
48.19
80.00
34'30'59"
586'02'28"E
47.47
C74
4.81
35.00
7'52'20"
572'43'08"E
4.81
C75
27.99
35.00
45'49'00"
N80'26'11"E
27.25
50
II?ONWUDGE P-ANN]ED UNIT 0) -:V -:LOPM -:NT-PICAS III
A RESUBDIVISION OF FUTURE DEVELOPMENT PHASE III, OF THE AMENDED AND RESTATED FINAL PLAT OF IRON BRIDGE PLANNED UNIT DEVELOPMENT,
PHASE 1 RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 654210., SITUATED IN GOVERNMENT LOTS 10, 11, 12, 15,
16, 17, 22, 23 AND 24 OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 4 OF 5
POUND HEHAR AND
DD1 NIDi.1 CAP
DO. #17488
GRAPHIC SCALE
0 25 50
100
10.00'
,,72.00'00"E -
200
( IN FEET )
1 inch = 50 ft.
Curve Table
Curve #
Length
Radius
Delta
Chord Bearing
Chord
C76
36.15
35.00
59'10'54"
N29'43'25"E
34.57
C77
7.64
170.00
02'34'28"
N60'36'06"E
7.64
C79
20.15
80.00
14'26'05"
536'32'52"W
20.10
C80
91.49
80.00
65'31'22"
N32'53'39"E
86.58
C82
39.07
35.00
63'57'07"
N33'40'46"E
37.07
C84
84.88
175.00
27'47'30"
N56'40'34"E
84.06
C93
124.26
355.00
20'03'19"
586'37'02"E
123.63
C99
13.46
170.00
04'32'14"
N00'33'54"W
13.46
C100
245.87
200.00
70'26'14"
N24'01'17"W
230.68
C102
83.07
175.00
27'11'53"
N33'01'37"W
82.29
C105
414.67
325.00
73'06'12"
582'59'26"W
387.11
C106
208.86
200.00
59'49'58"
N89'09'23"W
199.49
C107
165.07
200.00
47'17'26"
535'31'48"E
160.43
C108
227.89
200.00
6517'12"
N88'10'53"E
215.76
C110
292.87
550.00
30'30'34"
532'27'43"E
289.42
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.
3.25'
176.33'
-SII
LOT 16
46527 S.F.±
1.068 AC.±
20.00'
J
? 40.00'
3-7 L-66.24,
13=
201
199.37'
W W
O M O
0
O O O M
ND 0 ,n
N
N 1-- M
Z N
z
27'
567'51'09„E - 379.36,
129.46'
11
I I I
I I I I
I I I I
I I I 20.00' 1
1 20.00' 1 1
1-7 20.00' 20.00'
I I I
1 I 1
I I 1 I
L _J H J
40.00'
33.13'
T
40.00'
129.13'
W
O
0
0
O
N
N
z
O
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M
P
ROARING FORK RIVER
PHASE I
RECEPTION NO. 654210
116.42
225.79'
1
I I
1
I I
I I
20.00
L30.001
I I
I I
I I
L1
40.00'
116.11'
w
0
0
0
0
N
z
230.78'
123.08'
1
20.00'
HIGH WATER LINE
WETLAND BOUNDARY
w
to
iD
M
tO
N
z
565'00'00"E - 362'59
147.13'
116.89'
w
0
O
O
1 O
(Ni
Z
30.00'
---120.00
z
/
/
/
L_
40.00'
52.93' C38
_ _ D
C105
L=28.03' 72.00'
RIVER BEND WAY
960'27'28"E
100.00'
554, 92
100.00'
88.00'
60.00'
R.O.W.
30.00'
I I I I I
I I I I I
I I I I I
I I I I
I I
1 1 1
0 13 I 4 1� I I I
co to ,_I to ;_I to rI I.
1N 1.-ci, 10001 1001
1P�1 IPI IP '4-1 1001
0 IN NI IN N IN NI Ia> Nl
b I`n I° I I"' I It 1
PI I 1
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10.00 moo'
I
100.03' 059
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100.00'
1
1
1
1
1
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0
0
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in
100.00' 100.00' 88.00' 20.00 105.02'
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C5
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/o.00'
C43 C44
5
0
Cb
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92.38'
85.92'
30.00'
to
6 I
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1 30.00' I
40.00'
r
1
1
569'0000 E - 209.58'
138.55'
C48
60.00'
R.O.W.
75.97'
RIVER BEND
ND WAY59°14'24"E
485.53
i LO=1927.89
25.00T 2' a�0
00 ' 11,658 S.F.±
0.27 AC.+
N
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9,953 S.F,±
0.23 AC.±
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00
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� 13,061 S.F.±
0.30 AC.±
97.41'
20.00'
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1
20.00'
051 R
5.25.00'\
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0
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7
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559°10'311i
-
464.65
/
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SET REBAR AND
ALUMINIUM CAP
LS. #37935
72.46'
131.72'
N5910'31"W - 230.72'
0
0
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1.0
530'50'00"W -
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NO. DATE REVISION BY
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PHASE 111
PROJECT NO.
2061064.00
4
m Plat PRELIM RAT..Ewa, 3/4!2007 9:31:
�,T
RECEPTIONII SE 654210 HIGH WATER LINE 11 ?,,ONH
H
I fl G
H � �,T �T � T �T
PLANNED
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T
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11 A S E I
®
V
I 1 IA 1 V 1 V 'l_J 1 V-
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_- WETLAND BOUNDARY A RESUBDIVISION OF FUTURE DEVELOPMENT PHASE III, OF THE AMENDED AND RESTATED FINAL PLAT OF IRON BRIDGE PLANNED UNIT DEVELOPMENT,
PHASE 1 RECORDED IN THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE AT RECEPTION NO. 654210., SITUATED IN GOVERNMENT LOTS 10, 11, 12, 15,
16, 17, 22, 23 AND 24 OF SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO
ipp pp' E SHEET 5 OF 5
II 569.0"°"
6209 58 S59'50'00"E - 206.64' /Qb.
71.03'
in1LEJ I
0
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in
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11088'
30.00'
I
0
z
30.00'
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90.98'
112
30.00'
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30.00~~'�
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85.23' 534 79 4 4
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534. 3
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73.68' S3
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GRAPHIC
0 25 50
SCALE
100 200
40.00'40.00'
40.0 � / / s0
\
J
185.14'
184.23'
40.19'
X0.00' N �'' S� ( IN FEET )
RIVER BEND WAY
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S59°14' 24E.
60.00'
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485.53
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105.01'
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LOT 30I=
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0.27 AC.± o
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98.01'
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of 10,781 S, F.± °t
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25.00'
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rn 0
.-
N �I
98.01'
------
10,781 S.F.± M
0.25 AC.± rn
no
N
10.00' L
78.32'
L= 29.67'
r
o1 10,6025 S F,±
0.24 AC.±
�I
7
a
n
rn
n
N
�� N / 43 CN
O <o
30.00' 2 / N ,5
/ / N %.
X07 sr3,
L-, S?6 N 40.00' / S3,
I-
4 \ »0.00' \ 100 YEAR FLOOD LINE
rn / / 3o.o0<y 5z�
LOT 35 // 3° HIGH WATER LINE
�I 11 092 S.F.± / t4, 9J
�1 0.25 AC.± N / / ._{.-4,N N
/ 66.75 \
w C62
MSS ocr°,me, HIGH COUNTRY ENGINEERING, INC.
GARFIELD COUNTY, COLORADO
14 INVERNESS DRIVE EAST, STE F-120, ENGLEWOOD, CO 80112
IRONBRIDGE H OE - PHONE (303) 9250544 FAX (303) 9250547
PLANNED UNIT DEVELOPMENT' 1517 BLAKE AVENUE, STE 101, GLENWOOD SPRINGS, CO81601
PHONE (970) 945-8676 FAX (970) 945-2555
PHASE III �' E -ft WWW.HCENG.COM
0 0
105.01'
98.01'
- -.
10.00'
98.01
-
20.00'
98.01'
_
0
L - o�
- - -/ .0 S� N
/ /
C ( o N / N
63 / h N
1
H1
N59'14'24"W 496.44'
COMMON 4
75,812 Sq Ft
1.74 Ac.
59'10'31" E 681.52'
93.51'
N54'00'00"W
74.09' c'� �\
167.60'
0
co
\
�y 06s / .00'N
- _
e / / �v �0F
C6 / \ N A -o
00 6 7 ao.00' / OZ 9
p Rao 4.27 ` �> 2c -
i
169.7 4 053 N -. / 7 � y1 �cS
^ N4/°430p"w ------ R o.W. p,,_ / N 23 3c'O
•7/7 �9
`�w fl a0.00' ,-
1 05.01
98.01
98.01'
98.01'
98.01
�a6�S
S/ .^CS6 30.00'
v20.00\
i a
-- 1
LOT 41 w
ml 12,431 S.F.± °�
0.29 AC,± m
d 1 1 �
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11 1z
r
LOT 40 w
11,761 S.F.± m
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01 c
NI
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w
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01
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rn•
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1 rn
0 11,736 S.F.± In
01 0.27 AC.± 1 �
NI
z
.
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9,916 S.F.+
- /
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�I - /
N I � /
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C6 7427'A?
Q G6� =10'53'34"
i� - - R=580.00'
5
c,, C74 -- L=110.27'
c•-• � � � , 4...,--7,52 CB=521'33'22"E
0 /v � • 37' C=110.10
-_-�
1z
I �z
10.00'���
10.00'
��
N / A \
Curve Table
/ ��
7
1 2.17'
98.01'
98.01'
f
25.00'
7
/ \ A j3 4
/ �� Oma\
Curve #
Length
Radius
Delta
Chord Bearing
Chord
98.01'
68.45' L 29.67'
'
/ \O. 'c0A i q o`?
C39
53.16
80.00
38'04'15"
582'59'42"W
52.18
` 8�. HERON DRIVE
359°10'31"E
so oa' I \� /
R.O.W. �6 7
C40
118.77
355.00
19'10'07"
573'46'15"W
118.21
S 464.65
o-- /,\0) l\ \\ \v/
C43
20.22
80.00
14'28'45"
N70'43'47"W
20.16
O, .I.
0\O cr- i >
C44
33.95
35.00
55'34'57"
588'43'07"W
32.64
99.00'
99.00'
}
99.00'
95.19'
L=86.02 0� \\ 1OF'.NR "
C '
C45
113.48
230.00
28'16'06"
575'03'41"W
112.33
30.00'
1
\ \ i 213 g0 tr
\ s\5 56 v�� 'r A,
- g6. 40 �k�
C46
33.95
35.00
55'34'57"
N33'08'09"E
32.64
I- 1
o>
1 1
I
\ \ -0 X0,1'
2� oro t 4,4 *
\o tw� >' �g ,
C47
53.55
80.00
38'21'12"
N24'31'17"E
52.56
11
1
cIP'5�.�\0
1 -0 N\ s � �8 9-C-
!\\
C48
126.71
230.00
31'33'52"
N75'01'20"W
125.11
la
of
i3
of o
81 0
01 ut / 1251
Curve Table
C49
124.14
230.00
30'55'33"
N43'46'38"W
122.64
I-
o Ir'
0I 1?)
�I 0
ro
,c1 0
=I o
001
` NI lb
1�
NI
�1
Curve #
Length
Radius
Delta
Chord Bearing
Chord
C50
33.95
35.00
55'34'57"
N15'54'24"E
32.64
b in
o IN
-1 I �
I
1 I
N
1 1
I Io
I
--- -- of
I
C76
36.15
35.00
59'10'54"
N29'43'25"E
34.57
C51
33.95
35.00
55'34'57"
539'40'34"E
32.64
1�
1
L
1 �---I
10.00'
10.00' 1
1 I
I ‘0-oo ot,"'
L ' 68 s fi PS \h
C77
7.64
170.00
02'34'28"
N60'36'06"E
7.64
C53
61.09
580.00
6'02'04"
N44'41'58"W
61.06
J
L
f� ---- J
L J
pt>
,2� N ��,�R�S N Eos
2312 �os$P�° PP O�
C79
20.15
80.00
1426'05"
536'32'52"W
20.10
054
87.40
80.00
62'35'32"
536'10'16"E
83.11
99.00'
99.00'
99.00' 2000'
100.00'
Na �R o�
080
91.49
80.00
86.58
055
28.96
35.00
47'24'24"
28.14
"W "W \
go1 a 2
65'31'22"
N32'53'39"E
528'34'42"E
N59'10'31 - 230.72' N59'1 O'31 - 298.00' g� . g05
C82
39.07
35.00
63'57'07"
N33'40'4 -fit
37.07
056
148.60
580.00
14'40'47"
N34'20'33"W
148.20
i ,,i----- 2.5
PHASE I 6A9
C84
84.88
175.00
27'4730"
N56'40'34"E
84.06
C59
4.99
35.00
8'10'34"
556'22'11"E
4.99
GOLF COURSE PARCEL 6 - N$
NOT PART OF THIS PLAT i
C93
124.26
355.00
20.03'19"
S86'37'02"E
123.63
C60
73.71
175.00
24'07'59"
531'29'40"E
73.17
/COMMON 2
101193 S.F.± "�
C99
13.46
170.00
04'32'14"
N00'33'54"W
13.46
062
31.15
35.00
50'59'25"
N19'33'46"W
30.13
i �o�"E�S 2.323 AC.± -•
/ s6'S
0100
245.87
200.00
70'26'14"
N24'01'17"W
230.68
063
36.95
80.00
26'27'43"
N31'49137"W
36.62
/ Evoo�PSI61
0102
83.07
175.00
27'11'53"
N33'01'37"W
82.29
C65
36.95
80.00
26'27'43"
N5'21'54"W
36.62
i �, O,So QSONN
0105
414.67
325.00
73'06'12"
582'59'26"W
387.11
066
33.95
35.00
55'34'57"
N19'55'31"W
32.64
c6 -
1v)/ (� PEZ PPF
O0,1` O
0106
208.86
200.00
59'49'58"
N89'09'23"W
199.49
067
33.95
35.00
55'34'57"
575'30'29"E
32.64
1. '-CE
c�F.NOg
3.
0107
165.07
200.00
47'17'26"
535'31'48"E
160.43
C68
48.19
80.00
34'30'59"
586'02'28"E
47.47
P�
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL '-
0108
227.89
200.00
65'17'12"
N88'1O'S3"E
215.76
074
4.81
35.00
7'52'20"
572'43'08"E
4.81
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
C110
292.87
550.00
30'30'34"
532'27'43"E
289.42
C75
27.99
35.00
45'49'00"
N80'26'11"E
27.25
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. ;;