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Lot 281
351 BLUE HERON VISTA
4,008 Sq.Ft.
0.09 Acre ±
Parcel No
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Lot
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COMMON AREA
Parcel No
239501429317
COMMON AREAParcel No
239
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ROBERTSON DITCH
IRRIGATION EASEMENT
BOOK 7, PAGE 115
10' PEDESTRIAN EASEMENT
RECEPTION NO. 702420
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COMMON AREA
Parcel No
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COMMON AREA
Parcel No
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GLENWOOD
SPRINGS
SITE
Curve Table
Curve #
C1
Radius
350.16'
Length
22.90'
Delta
003° 44' 48"
CHD BRG
N36° 39' 12"W
CHD LENGTH
22.90'
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1 OF 1
2211612
NOTES
1.DATE OF FIELD SURVEY: JUNE 16, 2023.
2.THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE BOUNDARY SHOWN AND DESCRIBED HEREON TO
DETERMINE:
A) OWNERSHIP OF THE TRACT OF LAND
B) COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS
C) RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL.
3.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE INSURANCE COMMITMENT. TITLE INFORMATION
REFERENCED HEREON IS THE RESULT OF RESEARCH BY THIS SURVEYOR AND IS NOT NECESSARILY COMPLETE OR CONCLUSIVE.
ALL REFERENCES TO EASEMENTS AND RIGHTS OF WAY ARE PER THE FINAL PLAT OF IRONBRIDGE PUD PHASE III, AS RECORDED IN
THE FILES OF THE GARFIELD COUNTY CLERK AND RECORDER, AT RECEPTION NO. 654210
4.BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER.
5.ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT OR LAND BOUNDARY
MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO SECTION 18-4-508 OF THE COLORADO
REVISED STATUTES.
6.NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY DEFECT IN THIS SURVEY
WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED ON ANY DEFECT IN THIS
SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
7.NOTICE: THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY ADDITIONAL OR EXTENDED PURPOSE
BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY PARTIES OTHER THAN THOSE TO WHICH IT IS
CERTIFIED. THIS DOCUMENT AND THE WORK IT REPRESENTS IS THE PROPERTY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF
THIS DOCUMENT MAY BE STORED, REPRODUCED, DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR
WRITTEN PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS
EXCLUSIVE TO HIGH COUNTRY ENGINEERING, INC. AND THE OWNER(S) OF RECORD AS OF THIS DATE, OF THE BOUNDARY
DELINEATED HEREON AND THE SUBJECT OF THE SURVEY. THIS PLAT IS RESTRICTED TO THE INTENT OF TITLE 38, ARTICLE 50, §101,
5 (a) AND (b) C.R.S.
IMPROVEMENT LOCATION CERTIFICATE
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR SCIB, LLC, THAT IT IS NOT A LAND SURVEY
PLAT OR AN IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR
OTHER FUTURE IMPROVEMENT LINES. THIS CERTIFICATE IS VALID ONLY FOR USE BY SCIB, LLC AND DESCRIBES THE PARCEL'S
APPEARANCE ON JUNE 27 2023.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE OF JUNE 27, 2023, EXCEPT UTILITY
CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS
UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO
APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
SAWYER CALLAHAN, COLORADO PLS #38785
VICINITY MAP
SCALE 1" = 1000'
1 inch = ft.
(IN U.S. SURVEY FEET)
GRAPHIC SCALE
0020 10 20
20
IMPROVEMENT LOCATION CERTIFICATE
LOT 279 , IRONBRIDGE P.U.D., OF THE AMENDED FINAL PLAT OF
BLOCK 3, PHASE II, FILINGS 1, 2 AND 3,
SECTION 1, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SANITARY CLEAN-OUTCO
WATER SHUTOFF
FOUND 5/8" REBAR WITH 1.25" YELLOW PLASTIC CAP MARKED PLS 23875
CATV PEDESTAL
LEGEND
TELEPHONE PEDESTAL
WSO
ELECTRIC PEDESTAL
G GAS METER
E ELECTRICAL METER
BUILDING HATCH
CONCRETE HATCH
ASPHALT HATCH
EASEMENT
ADJACENT LINE
BOUNDARY/ LOT LINE
LEGEND