HomeMy WebLinkAbout1173Colorado Department
SET EASEMENT
MONUMENT
r
BLM MARKER
FEDERAL MONUMENT
LOCAL OR PLSS
MONUMENT
SECTION CORNER
of Transportation
Survey Unit. -
QUARTER, SIXTEENTH,
AND SECTION CORNERS
TEMPORARY
EASEMENT POINT
-.i -
'AA
PROPERTY PIN NOAA MARKER
•4•S
WITNESS CORNER
SECONDARY CONTROL
MONUMENT
UTILITIES -WESTERN UNION TEL. (EXISTING)
UTILTIES-PUBLIC SERVICE (EXISTING)
RIGHT OF WAY
MARKER
QUARTER, SIXTEENTH,
AND SECTION CORNERS
W_
BENCH MARK USGS MARKER
RIGHT OF WAY
MARKER
HIGH ACCURACY REFERENCE
NETWORK CONTROL MONUMENT
TTT i i -T 7
1IiLJL17-i4++ iTTl TTT (EfIT1CTTi�'T
RIALROAD (EXISTING)
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PERMANENT, PROPERTY, SLOPE, & UTILITY EASEMENT LINE
TEMPORARY EASEMENT LINE (EXISTING)
PROPERTY BOUNDARY LINE (EXISTING AND PROPOSED)
ACCESS CONTROL LINE
—tH I I IIF— I+I--
--I-1 1 I I l "' l_1______
BARRIER ACCESS CONTROL LINE
RIGHT OF WAY LINE
VIRGIN RIGHT OF WAY LINE (PROPOSED)
CITY LIMIT LINE (EXISTING)
. .�........... __ _ w� � ____ _ -------
COUNTY
_COUNTY LINE (EXISTING)
QUARTER SECTION LINE
SECTION LINE
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SIXTEENTH SECTION LINE
Sheet Revisions
Date Description
07/25/171 INITIAL SHEETS/CAD WORK
Sheet Revisions
Initials Date Description
BTK 12/10/18— BEGIN FINAL REVISIONS
Sheet Revisions
Initials Date Description
BTK mm /dd /vvl XXXXXXXX
DEPARTMENT OF TRANSPORTATION
9 Iva I 1X01KI
RIGHT OF WAY PLANS OF EXISTING
PROJECT NO. 0701-215
INTERSTATE 70
COUNTY OF EAGLE
LOCATED IN SECTIONS 31&32, T4S, R85W; SECTIONS
5&61 TSS, R85W; SECTION 36, T4S, R86W; SECTIONS
1-6,T5S,R86W; 6th P.M., EAGLE COUNTY, COLORADO
R.O.W.Length of Project — 6.8 `
Right of Way Plans
Initials Title Sheet
XXX
Project Number: SHE 0701-215
Project Location: EAGLE COUNTY
1-70
Project Code: Last Mod. Date _ Sheet No.
18841 01-11-19 1.01
SHEET NO. INDEX OF SHEETS
1.01 (1) Title Sheet
3.01-3.OX (X) Project Control Diagram
4.01-4.OX (X) Land Survey Control Diagram
5.0-1-5.0X (X) Monumentation Sheets
7.01-7.OX (X) Plan Sheets
(XX) Total Sheets
Scales of Original 11x17 Drawings
Plan Sheets 1 "=200'
Basis of Bearings: Bearings used in the calculations of
coordinates are based on a ggrid bearing of N85°5509"E
from CM—MP 133.0 to CM—MP 139.0. Both monuments
are CDOT Type II, marked appropriately for their
milepost location and control position. The survey
data was obtained from a Global PositioningSystem
GPS) survey based on the Colorado High Accuracy
eference Network (CHARM).
1. This Right—of—Way Plan is not a boundary survey of the
adjoining property and is prepared for the Colorado
Department of Transportation purposes only.
2. For title information, The Colorado Department of
Transportation relied on No Title or Easement was performed
by either CDOT, BTK Surveys, Inc. or Brian T. Kelly, PES.
3. This plan set is subject to change and may not be the
most current set. It Is the users responsiblllt to verify
with CDOT that this set is the most current. rhe information
contained -on the attached drawing is not valid unless this
copy bears an original signature of the Professional Land
Surveyor hereon named.
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 the certification shown hereon.
SUR VEYOR'S CER TIFICA TE
c-ILED AND INDEXED AS FILE NO. SP _________ON _______
2019 A T _ __M. IN THE LAND SURVEY PLA T
VD INDEX SYSTEM MAINTAINED IN THE OFFICE OF THE ROUTT
IND RECORDER PURSUANT TO C.R.S. SEC. 38-50-101.
•UR I/EYOR
SURVEYOR STATEMENT (ROW PLAN)
STATE LINE (EXISTING) 1, BRIAN T K11 Y , a professional land surveyor licensed in the
State of Colorado, do hereby s a e o e Colorado Department of Transportation that
TOWNSHIP LINE (EXISTING) based upon my knowledge information and belief, research, calculations and evaluation of
PROJECT LOCATI0N MAP the survey evidence were performed and this Right -of -Way Plan was prepared under my
Note: Fora complete listing of symbology used within this set of responsible charge in accordance with applicable standards- of practice defined by
SURVEY ROW plans, please refer to the M-100-1 Standard Symbols of the Colorado Department of Transportation publications. This statement is not a guaranty or
ColoradoDepartment of Transportation M&S Standards Publication warranty, either expressed orim lied.
dated July 2006. Existing features are shown as screened weight
(gray scale),except as noted with the word (existing). Proposed or Lineal Units = ALL
new featuresare shown as full weight without screening, except as MEASUREMENTS IN U.S. Survey FCS` N0,,.., ...,.
noted with the word (proposed). Feet.
It