HomeMy WebLinkAbout2773-RD-ASBLT-20181025-SIGNED.pdf \
1
/
\
55.4 /
/ 9% \
/ 10.5' ).
7 /
/ 10% EXISTING EDGE OF ASPHALT
( 8.7' /
0' 10' 20' 30' / //3.5
10%
/ 9.8' /
/ 52.5 /
/ 10% 8.3'
PROPOSED EDGE OF DRIVE
/ /51.7 / NOTES:
/ / 1) DATE OF SURVEY: 10/25/18
/ 9% 9.5' 2) 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
/50.8 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
/ THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN
HEREON.
/ 9% 9.5'
/ 3) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
/ EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
/ ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
/
/49.9
4) THE SOLE PURPOSE OF THIS SURVEY IS TO SHOW THE GRADE AT CENTERLINE
/
/ 10% OF DRIVEWAY.
10.0'
/
/ 48.9 /
/ 9% 5.6' /
/48.4
/ /
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/
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/6.0% EXISTING ELEVATION AT ROAD BASE(TYP.) I 38233 CC
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EXISTING EDGE OF ASPHALT
DRIVEWAY GRADE EXHIBIT
LOT 6
_ _ _ VAIL VILLAGE, THIRTEENTH FILING
41199 HIGHWAY 6 & 24, EAGLE—VAIL TOWN OF VAIL
P.O. BOX 1230 2773ABD-20181025.dwg DATE: 10/25/18 EAGLE COUNTY, COLORADO
EDWARDS, CO. 81632
(970)949-1406 DRN. BY: MLT PAGE: 1 OF 1 JOB No. 2773