HomeMy WebLinkAboutImprovement Location CertificateEagle Ridge RdCul-De-Sac
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156.24'S
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S 75°45'00" E
150.27'
15.0'
Property Line
Easement\
Setback line
15.0' wide
Drainage & Utility Easement
25.0'Setback line
10.0' WideUtilityEasement
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Lot 21
318
Lot 20
Lot 19
Lot 18
Site Benchmark from
Bookcliff Surveys
5323.50'
Roof Line past Setback =0.63'
Max Allowable=1.5'
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N 75°45'00" W 104.07
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A=35.97
R=49.32
ΔD41°47'17"
CB=N 78°33'09" W
CH=35.18
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A=29.18
R=75.00
ΔD22°17'41"
CB=N 80°14'22" W
CH=29.00
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Indicates Roof
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Indicates Foundation Wall
2-Car
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Concrete
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1 12-18-2025
BM1EaglePt-L20-318EagleRidge.dwg
SHEET OF
DRAWING NAME:DRAWN BY:
REW1
REW JOB NUMBER:DRAWN BY:
CHECKED BY:DATE:
318 Eagle Ridge Dr.,
Town of Parachute,
County of Garfield,
State of Colorado
W_MOUNTAIN SURVEYS LLC
Professional Land Surveying
bmwood4466@gmail.com
970-930-5700 Cell
Improvement Location Certificate
(Foundation)
AKA 318 Eagle Ridge Dr
Lot 20 First Eagles Point Final Plat
according to Reception No. 660991 filed with the County
of Garfield, State of Colorado
Graphic Scale: 1 Inch = 20.0 Feet
SURVEYOR'S CERTIFICATE:
C.R.S. 38-51-108 (EFFECTIVE JULY 1, 2013)
IMPROVEMENT LOCATION CERTIFICATE
I, ROBERT ELLSWORTH WOOD JR, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS
OF THE STATE OF COLORADO DO HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE
WAS PREPARED FOR, UNITY MOUNTAIN BUILDERS LLC, AND OR THEIR ASSIGNED CLIENTS UNDER MY
SUPERVISION AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE;
THIS CERTIFICATE IS VALID ONLY FOR USE BY UNITY MOUNTAIN BUILDERS , AND OR THEIR ASSIGNED
CLIENTS AND DESCRIBES THE PARCEL'S APPEARANCE ON DECEMBER 18TH, 2025.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIED PARCEL ON THIS DATE,
DECEMBER 18TH, 2025, EXCEPT FOR 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 THERE IS NO
APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID
PARCEL, EXCEPT AS SHOWN.
____________________________________
ROBERT ELLSWORTH WOOD JR
COLORADO P.L.S. No. 38312
FOR AND ON BEHALF OF
W MOUNTAIN SURVEYS LLC
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38312
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DRobert Ellsworth Wood Jr
12-18-2025
NOTES:
1) DATE OF SURVEY: 08/08/2025, ALL CONSTRUCTION STAKING WAS PERFORMED BY W MOUNTAINSURVEYS LLC UNDER DIRECT SUPERVISION FOR FOUNDATION PLACEMENT.
2) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PERRECEPTION NO. 660991 FIRST EAGLES POINT FINAL PLAT & SURVEYED LOT PERFORMED BY WMOUNTAIN SURVEYS.
3) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNINGAUTHORITY. FINISHED ROOF OVERHANGS SHOWN ARE 1.50' BEYOND THE FOUNDATION ARE SHOWNHEREON. MAX ALLOWABLE IS 1.5' BEYOND THE SETBACK.
4) THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR THE EXCLUSIVE USE OF UNITYMOUNTAIN BUILDERS LLC AND THEIR ASSIGNED CLIENTS FOR THE PURPOSE OF A FOUNDATIONIMPROVEMENT LOCATION CERTIFICATE AND IS VALID ONLY IF PRINT HAS ORIGINAL SEAL ANDSIGNATURE OF SURVEYOR.
5) THERE ARE NOT ANY ENCROACHMENTS HEREON
6) UNIT OF MEASURE ARE THE U.S. SURVEY FOOT.
7) AREA OF PARCEL = +/-0.243 ACRES.
-Indicates Found Survey Monument- 5/8" diameter Rebar w\
1.5" diameter Red Plastic Cap Stamped PLS 20133
-Indicates Found Survey Monument- 5/8" diameter Rebar