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A TRACT OF LAND BEING LOT S14, ASPEN GLEN SUBDIVISION, FILING 8
SECTION 13, TOWNSHIP 7 SOUTH, RANGE 89 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
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TELEPHONE PEDESTAL LEGAL DESCRIPTION
IVO IRRIGATION VALVE BOX LOT S14 OF THE ASPEN GLEN SUBDIVIDION, FILING 8
RECEPTION #556668, GARFIELD COUNTY, COLORADO
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RM CONSTRUCTION cov��� HIGH COUNTRY ENGINEERING, INC.
coo GARFIELD COUNTY
z m 1 ' 1517 BLAKE AVENUE, STE 101,
° E z IMPROVEMENT LOCATION CERTIFICATE H CSE - GLENWOOD SPRINGS, CO 81601
m 0 0 602 SADDLEBACK ti\, it��j PHONE (970) 945-8676 - FAX (970) 945-2555
ROAD G/NEER‘� www.hceng.com
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1. DATE OF FIELD SURVEY: NOVEMBER 20, 2019.
2. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE BOUNDARY SHOWN AND
j DESCRIBED HEREON TO DETERMINE:
S A) OWNERSHIP OF THE TRACT OF LAND
LOTS 14 B) COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS
s PARCEL ID: C) RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL.
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2395-134-07-014
602 SADDLEBACK ROAD
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0 ° to 3. THE CLIENT DID NOT REQUEST ANY ADDITIONAL EASEMENTS, RIGHTS-OF-WAY AND/OR IMPROVEMENTS BE
RESEARCHED OR SHOWN ON THIS PLAT.
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NO, 4. BUILDING MEASUREMENTS ARE AT LOWEST PRACTICABLE POINT ON VENEER.
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.
23 0` /
a a ° 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
°° 4 Q ° ,a BOUNDARY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF THIS DOCUMENT MAY BE STORED,
REPRODUCED, DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS WITHOUT PRIOR WRITTEN
1 PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO VALIDATE THIS DOCUMENT AND IS
d 1 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.
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° FOR UTILITIES, DRAINAGE
4 ° ° ° ° d IRRIGATION, LANDSCAPE IMPROVEMENT LOCATION CERTIFICATE
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° AND PEDESTRIAN ACCESS
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=1° 0 6'23 "
R=4013.50'
DIST = 7 7.5 1'
_ — — — — • — — — C H B R G =N 8 7 °2 8 '0 8 " W
_ — — — _ _ CH DIST=77.51' 7 7.5 1'
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I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR RM CONSTRUCTION,
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 RM CONSTRUCTION AND DESCRIBES THE PARCEL'S APPEARANCE ON NOVEMBER 20, 2019.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE OF NOVEMBER,
2019, 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.
BILL W.A. BAKER, COLORADO PLS #23875
SAD D L BACK ROAD,0
RELIMINAR
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10
0 5 10
GRAPHIC SCALE
20 40
(IN U.S. SURVEY FEET)
1 inch = 10 ft.