HomeMy WebLinkAbout1074Colorado Deportment of Transportation
222 S. 6th Street - Room 317
Grand Junction, CO 81501
Ai-elvW1 Phone: 970-683-6233 FAX: 970-683-6249
Region 3 Right of Way LED
# 0
0 0
SECTION CORNER QUARTER AND SIXTEENTH
SECTION CORNERS
O 0
SET EASEMENT TEMPORARY RIGHT OF WAY
MONUMENT EASEMENT POINT MARKER
e0 p0p N0 O
QUARTER AND SIXTEENTH
BLU MARKER PROPERTY PIN NOAA MARKER
SECTION CORNERS
(TOPO POINT)
FED WOC WC BM USOGS
FEDERAL MONUMENT WITNESS CORNER BENCH MARK USGS MARKER TRIANGULATION
Q® (\ PQINT 9 ROW ()/�
LOCAL MONUMENT SECONDARY CONTROL RIGHT OF WAY PANEL POINT
MONUMENT MARKER
�N 9.88 ON 10.13 WN 10.38
E 3.81 E 3.81 E 3.81
EL 0.00 EL 0.00 EL 0.00
PROJECT CONTROL DENSIFICATION HIGH ACCURACY REFERENCE
MONUMENT CONTROL MONUMENT NETWORK CONTROL MONUMENT
PERMANENT, PROPERTY, SLOPE,& UTILITY EASEMENT LINE (PROPOSED AND EXISTING)
m
TEMPORARY EASEMENT LINE (PROPOSED AND EXISTING)
e e e e
PROPERTY BOUNDARY LINE (PROPOSED AND EXISTING)
-A--- A- -- A- -- A- -'
A- - A-- A-- A---
ACCESS CONTROL LINE (PROPOSED AND EXISTING)
nl u� lu m
II II II II
BARRIER ACCESS CONTROL LINE (PROPOSED AND EXISTING)
RIGHT OF WAY LINE (PROPOSED AND EXISTING)
r- -- v- -- v- -- _V_
VIRGINRIGHT OF WAY LINE (PROPOSED AND EXISTING)
CITY LIMIT LINE
COUNTY LINE
- - - - - - - - - - - -
QUARTER SECTION LINE
SECTION LINE
---------------------
SIXTEENTH SECTION LINE
STATE LINE
TOWNSHIP LINE
TOP OF CUT_.-,-.-..-.-.-_-.-.-.-<
TOIEOFF0.L-_._-_.._---
---__-----_-_._._._-_..
Sheet Revisions Sheet RevisionsSheet Revisions _ Right of Way Plans
Description Initials Date Description Initials Date Description InitialsLUND Title Sheet
Revised sheets 2,01 & 5.01 GFS
Project Number: C SW01-916
12265 W. Bayaud Avenue, Suite 130
Lakewood, Colorado 80228 Project Location: US 24 /BATTLE MOUNTAIN PASS -EAGLE COUNTY
P:303.989.1461 F: 303.989.4094
& .S9;RVEYltdf, Project Code: I Last Mod. Date I Subset I Sheet No.
DEPARTMENT OF TRANSPORTATION
Begin ROW Project
M.P. 148.5
End ROW Project
M.P. 149.0
STATE OF COLORADO
RIGHT OF WAY PLANS OF PROPOSED
PROJECT NO. C SWO1-916
U.S. HIGHWAY NO. 24
SECTION 1, T6S, R81W, 6TH P.M.
EAGLE COUNTY
RIGHT OF WAY
PROJECT LOCATION MAP N
Note: For a complete listing of symbology used within this set of INDEXING STATEMENT P
Deposited This .Z Day of I r_.,#- 20 20 , at4&M in
plans, please refer to the M-100-1 Standard Symbols of the i3
Colorado Department of Transportation M&S Standards Book _ of the County Surveyor's Land Survey/Right of Way
Publication. Existing topo features are shown as screened weight reds at Page(s) ftO1 u , Reception No.
0' 0.5 MILE 1 MILE 2 MILES
(gray scale). Proposed or new features are shown as full weight Q M v 1 INCH = 1 MILE
without screening, except as noted with the word (proposed). L& ` I' ► V�J�(�^u
Countv St�ftir / Denuty Cnunty Survavnr
SHEET NO
1.01
2.01
3.01-3.OX
4.01-4.07
5.01
6.01-6.OX
7.01
8.01
INDEX OF SHEETS
(1) Title Sheet
(1) Tabulation of Properties
(NA) Project Control Diagram
(7) Project Control/Land Survey Control Diagram
(1) Monumentation Sheet
(NA) Tabulation of Road Approach Sheets
(1) Plan Sheet
(1) Ownership Map
(12) Total Sheets
Scales of Original 11 "x17" Drawings
Plan Sheets 1"=300'
Ownership Map 1"=2000'
BASIS OF BEARINGS: All bearings are based on the line connecting CM -MP 148.4 to
CM -MP 148.7, being a GRID bearing of N. 32°35'09" E. as obtained from a global positioning
system (GPS) survey. Said grid bearing is NAD 83 (2011) Colorado State Plane - Central
Zone 502. Both monuments are CDOT Type II, marked appropriately for their milepost
location and control position.
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 research and title information The Colorado Department of Transportation, and The
Lund Partnership, Inc. relied solely on the title commitment prepared by H.G. Peck &
Associates, Inc. For detailed title commitment information see sheet 2.01 herein.
3. This plan set is subject to change and may not be the most current set. It is the user's
responsibility to verify with CDOT that this set is the most current. The 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.
COLORADO DEPARTMENT OF TRANSPORTATION
STATE HIGHWAY PROJECT
ROW PLANS AUTHORIZED:
DA TE
CHIEFENGINEER
145
SURVEYOR STATEMENT (ROW PLAN)
p)
RFc!l/!f�//s/
IS
30
` -"00
I, Geoffrey F. Stephenson, a professional land surveyor licensed in the State
TOWN OF
R.O.W. Length of Project = 0.5 Miles
' o°� j t9 �0 (y'`` �0 <�
that based upon my knowledge, information and belief, research, calculations
MINTURN
and evaluation of the survey evidence were performed and this Right -of -Way
ow 23 1 °' o°
Plan was prepared under my responsible charge in accordance with
28
applicable standards of practice defined by Colorado Department of
Transportation publications. This statement is not a or warranty,
146
guaranty
0 0
either expressed or implied.
,� 000000 \��
PLS No. 23521
��{ L L
147
I
31 32
33
H
Continuously Operating Reference Station (PID DL2035)
SE01*
Project Code: Last Mod. Date Subset Sheet No.
T5S.RWW
6166.91
-
21767 10-20-2017 1 2.01 of 2.01 1 2.01
1575264.70
2516219.90
H
148
GPS 004
39° 33' 18.65757"
3
2
TJT6S.R OW
-00° 34' 06.8"
6
5
H
148
H 47
39'30'09."'
3
2�
8758.76
. _.1
6
5
AREA
Found brass disk setflush in boulder (PID KLO177)
S280
39'34'51.17095"
PROJECT
7853.46
7894.20
-00° 34' 51.6"
1637780.69
149
AREA
Found brass cap setflush in boulder (PID KL0008)
T 280*
39'36'33.30981"
106° 26' 58.52274"
1 7690.20 1
7731.29 1
-00'35'56.0"
150
0
0Qo
Found 3 1/2" diameter brass disk setflush in abutment (PID KL0004)
2753046.74
2" d iameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
10
39°32'41.06656"
11
15012
-00°32'47.9"
12
P4
04 7
10
8
11
10474.57
-00'32'55.4"
1624345.74
aai
7
11
g
106°22' 04.62636"
10477.25
-00'32'50.7"
1623601.03
2755228.65
2" d iameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" set at center of Panel Point
C/�
r/1
106°22' 17.97739"10432.12
-00°32' 59.1"
1622354.58
2754170.75
2" diameterAluminum Ca on No.5 Rebarstam ed "L.P.I. SURVEY CONTROL POINT" set at f
p p a entero Panel Point
13
39'32'05.37459"
106'22'35.77111"
10408.21
-00'33' 10.3"
1620881.83
_
F-
F-+
39'31'53.35173"
106'22'46.49963"
151
[--+
F -t
2751910.22
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
GILMAN
39°31' 19.17212"
106°22' 43.84895"
10062.82
GILMAt��!
15
2752084.44
14
16
39° 31' 08.85847"
15
9077.39
14
17
2749829.84
13
I-
18
106'22'40.19229"
17
-00° 33' 13.1"
1613528.91 1
PROJECT
2" diamete rAlum inum Cap on No.5 Re barstamped "L.P.1. SURVEY CONTROL POINT" setatcenterof Panel Point
152
---
152
AREA
TOWN OF
TOWN OF
-
RED CLIFF
RED CLIFF
23
2
24
23
15319
20
24
15319.
20
PROJECT LOCATION MAP N
Note: For a complete listing of symbology used within this set of INDEXING STATEMENT P
Deposited This .Z Day of I r_.,#- 20 20 , at4&M in
plans, please refer to the M-100-1 Standard Symbols of the i3
Colorado Department of Transportation M&S Standards Book _ of the County Surveyor's Land Survey/Right of Way
Publication. Existing topo features are shown as screened weight reds at Page(s) ftO1 u , Reception No.
0' 0.5 MILE 1 MILE 2 MILES
(gray scale). Proposed or new features are shown as full weight Q M v 1 INCH = 1 MILE
without screening, except as noted with the word (proposed). L& ` I' ► V�J�(�^u
Countv St�ftir / Denuty Cnunty Survavnr
SHEET NO
1.01
2.01
3.01-3.OX
4.01-4.07
5.01
6.01-6.OX
7.01
8.01
INDEX OF SHEETS
(1) Title Sheet
(1) Tabulation of Properties
(NA) Project Control Diagram
(7) Project Control/Land Survey Control Diagram
(1) Monumentation Sheet
(NA) Tabulation of Road Approach Sheets
(1) Plan Sheet
(1) Ownership Map
(12) Total Sheets
Scales of Original 11 "x17" Drawings
Plan Sheets 1"=300'
Ownership Map 1"=2000'
BASIS OF BEARINGS: All bearings are based on the line connecting CM -MP 148.4 to
CM -MP 148.7, being a GRID bearing of N. 32°35'09" E. as obtained from a global positioning
system (GPS) survey. Said grid bearing is NAD 83 (2011) Colorado State Plane - Central
Zone 502. Both monuments are CDOT Type II, marked appropriately for their milepost
location and control position.
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 research and title information The Colorado Department of Transportation, and The
Lund Partnership, Inc. relied solely on the title commitment prepared by H.G. Peck &
Associates, Inc. For detailed title commitment information see sheet 2.01 herein.
3. This plan set is subject to change and may not be the most current set. It is the user's
responsibility to verify with CDOT that this set is the most current. The 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.
COLORADO DEPARTMENT OF TRANSPORTATION
STATE HIGHWAY PROJECT
ROW PLANS AUTHORIZED:
DA TE
CHIEFENGINEER
Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions Project and Land SurveyControl Diagram
Date Description Initials Date Description Initials Date Description InitialsLUND Title Sheet
6
• 222 S. 6th Street - Room 317 FIARTNER Project Number: C SW01-916
Grand Junction CO 81501 12266 W. Bayaud Avenue Suite 130
• r Lakewood Colorado 80228 Project Location: US 24 / BATTLE MOUNTAIN PASS - EAGLE COUNTY
Phone: 970-683-6233 FAX: 970-683-6249 P:303.999.1461 F: 303.989.4094
Region 3 Right of Way LED .SL; R.y,fv[; ed Code Last Mod. Date Subset Sheet No.
21767 Ot-O6-2017 4.01 to 4.07 4.01
Pro
0
0 0 DEPARTMENT OF TRANSPORTATION
SECTION CORNER QUARTER AND SIXTEENTH
SECTION CORNERS
O � O
SET EASEMENT TEMPORARY RIGHT OF WAY
MONUMENT EASEMENT POINT MARKER
B0 0 O
PP N0
QUARTER AND SIXTEENTH
BLM MARKER PROPERTY PIN NOAA MARKER
SECTION CORNERS
(TOPO POINT)
FED 0•
WC BM US0GS
FEDERAL MONUMENT WITNESS CORNER BENCH MARK USGS MARKER TRIANGULATION
06M(� POINT
0 ROW ()/`�-
LOCAL MONUMENT SECONDARY CONTROL RIGHT OF WAY AERIAL
MONUMENT MARKER PANEL POINT
Al. N9.88 ON 10.13 WN 10.38
E 3.81 E 3.81 E 3.81
EL 0.00 EL 0.00 EL 0.00
PROJECT CONTROL DENSIFICATION HIGH ACCURACY REFERENCE
MONUMENT CONTROL MONUMENT NETWORK CONTROL MONUMENT
QMCI)A
Typical Control Monument Cap
Not to Scale
CM -MP - Control Point Monuments set by CDOT. They are
CDOT type 2, 3Y," dia. aluminum security rod on a Tx 3/4" dia.
aluminum rod.
Note: For a complete listing of symbololgy used within this set of plans, please refer to the
M-100-1 Standard Symbols of the Colorado Department of Transportation M&S Standards
Publication. Existing features are shown as screened weight (gray scale). Proposed or new
features are shown as full weight without screening.
General Notes:
1. Date of Field Survey: 10/28/2015, 10i29/2015, & 11/03/2015
2. This Project & Land Survey Control Diagram is not a boundary survey of the adjoining
property, and is prepared for the Colorado Department of Transportation purposes only. No
determination has been made to determine if the found monuments as shown are in their proper
position, or if they are at the corners they are intended to monument.
3. Title policy, title commitment, and title research are not part of this survey, therefore
easements, rights, and restrictions of record were not researched and are not shown on this
diagram. The verification of the physical evidence with relation to easements, rights of ways,
property boundaries, and restrictions, as described in the instruments of record, were not included
in this control survey.
4. ThisIan set is subject to change and may p j g y not be the most current set. It is the user's
responsibility to verify with CDOT that this set is the most current. The information contained on the
attached drawing is not valid unless this copy bears an original signature of the Professional Land
Surveyor hereon named.
5. Refer to the M-629-1 Survey Monuments of the Standard Plans found in The Colorado
Department of Transportation, M & S Standards for typical survey monument descriptions.
STATE OF COLORADO
PROJECT & LAND SURVEY CONTROL DIAGRAM
U.S. Highway 24 MP 148.4 to 149.1 & MP 152.1 to 152.5
Sections 1, 13 & 24
Township 6 South, Range 81 West
of the 6th Principal Meridian
County of Eagle
I I
SURVEYOR STATEMENT (ROW PLAN)
p)
RFc!l/!f�//s/
IS
30
` -"00
I, Geoffrey F. Stephenson, a professional land surveyor licensed in the State
r 09 o o
of Colorado, do hereby state to the Colorado Department of Transportation
' o°� j t9 �0 (y'`` �0 <�
that based upon my knowledge, information and belief, research, calculations
o
and evaluation of the survey evidence were performed and this Right -of -Way
ow 23 1 °' o°
Plan was prepared under my responsible charge in accordance with
o v
applicable standards of practice defined by Colorado Department of
Transportation publications. This statement is not a or warranty,
o
r0
guaranty
0 0
either expressed or implied.
,� 000000 \��
PLS No. 23521
��{ L L
2746923.90
-01'09'09.4"
Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions Project and Land SurveyControl Diagram
Date Description Initials Date Description Initials Date Description InitialsLUND Title Sheet
6
• 222 S. 6th Street - Room 317 FIARTNER Project Number: C SW01-916
Grand Junction CO 81501 12266 W. Bayaud Avenue Suite 130
• r Lakewood Colorado 80228 Project Location: US 24 / BATTLE MOUNTAIN PASS - EAGLE COUNTY
Phone: 970-683-6233 FAX: 970-683-6249 P:303.999.1461 F: 303.989.4094
Region 3 Right of Way LED .SL; R.y,fv[; ed Code Last Mod. Date Subset Sheet No.
21767 Ot-O6-2017 4.01 to 4.07 4.01
Pro
0
0 0 DEPARTMENT OF TRANSPORTATION
SECTION CORNER QUARTER AND SIXTEENTH
SECTION CORNERS
O � O
SET EASEMENT TEMPORARY RIGHT OF WAY
MONUMENT EASEMENT POINT MARKER
B0 0 O
PP N0
QUARTER AND SIXTEENTH
BLM MARKER PROPERTY PIN NOAA MARKER
SECTION CORNERS
(TOPO POINT)
FED 0•
WC BM US0GS
FEDERAL MONUMENT WITNESS CORNER BENCH MARK USGS MARKER TRIANGULATION
06M(� POINT
0 ROW ()/`�-
LOCAL MONUMENT SECONDARY CONTROL RIGHT OF WAY AERIAL
MONUMENT MARKER PANEL POINT
Al. N9.88 ON 10.13 WN 10.38
E 3.81 E 3.81 E 3.81
EL 0.00 EL 0.00 EL 0.00
PROJECT CONTROL DENSIFICATION HIGH ACCURACY REFERENCE
MONUMENT CONTROL MONUMENT NETWORK CONTROL MONUMENT
QMCI)A
Typical Control Monument Cap
Not to Scale
CM -MP - Control Point Monuments set by CDOT. They are
CDOT type 2, 3Y," dia. aluminum security rod on a Tx 3/4" dia.
aluminum rod.
Note: For a complete listing of symbololgy used within this set of plans, please refer to the
M-100-1 Standard Symbols of the Colorado Department of Transportation M&S Standards
Publication. Existing features are shown as screened weight (gray scale). Proposed or new
features are shown as full weight without screening.
General Notes:
1. Date of Field Survey: 10/28/2015, 10i29/2015, & 11/03/2015
2. This Project & Land Survey Control Diagram is not a boundary survey of the adjoining
property, and is prepared for the Colorado Department of Transportation purposes only. No
determination has been made to determine if the found monuments as shown are in their proper
position, or if they are at the corners they are intended to monument.
3. Title policy, title commitment, and title research are not part of this survey, therefore
easements, rights, and restrictions of record were not researched and are not shown on this
diagram. The verification of the physical evidence with relation to easements, rights of ways,
property boundaries, and restrictions, as described in the instruments of record, were not included
in this control survey.
4. ThisIan set is subject to change and may p j g y not be the most current set. It is the user's
responsibility to verify with CDOT that this set is the most current. The information contained on the
attached drawing is not valid unless this copy bears an original signature of the Professional Land
Surveyor hereon named.
5. Refer to the M-629-1 Survey Monuments of the Standard Plans found in The Colorado
Department of Transportation, M & S Standards for typical survey monument descriptions.
STATE OF COLORADO
PROJECT & LAND SURVEY CONTROL DIAGRAM
U.S. Highway 24 MP 148.4 to 149.1 & MP 152.1 to 152.5
Sections 1, 13 & 24
Township 6 South, Range 81 West
of the 6th Principal Meridian
County of Eagle
N
PROJECT LOCATION MAP
0' 0.5 Mae 1 Mie 2 Miles
Scale: 1 Inch = 1 Mile
SHEET NO.
145
4.01
(1) Title Sheet
30
(3) Monument Coordinate Tables
4.05-4.07
TOWN OF MINTURN
and Land SurveyControl Diagram was prepared and the field survey It represents
9 P P Y P
o�
` j 19 '�f7117
2"o
29
28
information and belief is in accordance with applicable standards of practice defined
146
by Colorado Department of Transportation publications. This statement is not a
or warranty, either expressed or implied.
o
s y
guaranty
0 00
'i 000000
H
�r
Q
147
`// C
31 32
33
2746923.90
-01'09'09.4"
GcP
2484680.57
H
Continuously Operating Reference Station (PID DL2035)
SE01*
Project Code: Last Mod. Date Subset Sheet No.
T-
6166.91
-
21767 10-20-2017 1 2.01 of 2.01 1 2.01
1575264.70
2516219.90
H
148
GPS 004
39° 33' 18.65757"
3
2
8115.
-00° 34' 06.8"
6
5
H
Found Eagle County survey disk in retaining wall (PID AH7730)
H 47
39'30'09."'
PROJECT
8718.05
8758.76
1627801.79
2749362.98
149
AREA
Found brass disk setflush in boulder (PID KLO177)
S280
39'34'51.17095"
106'25' 16.38781"
7853.46
7894.20
-00° 34' 51.6"
1637780.69
2740349.58
H,V
Found brass cap setflush in boulder (PID KL0008)
T 280*
39'36'33.30981"
106° 26' 58.52274"
1 7690.20 1
7731.29 1
-00'35'56.0"
150
0
0Qo
Found 3 1/2" diameter brass disk setflush in abutment (PID KL0004)
2753046.74
2" d iameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
10
39°32'41.06656"
11
10529.04
-00°32'47.9"
12
P4
04 7
10
8
106°22' 12.13227"
10474.57
-00'32'55.4"
1624345.74
2754647.76
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
11
39°32' 32.48248"
106°22' 04.62636"
10477.25
-00'32'50.7"
1623601.03
2755228.65
2" d iameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" set at center of Panel Point
12
39°32' 20.06376"
106°22' 17.97739"10432.12
-00°32' 59.1"
1622354.58
2754170.75
2" diameterAluminum Ca on No.5 Rebarstam ed "L.P.I. SURVEY CONTROL POINT" set at f
p p a entero Panel Point
13
39'32'05.37459"
106'22'35.77111"
10408.21
-00'33' 10.3"
1620881.83
151
F-
F-+
39'31'53.35173"
106'22'46.49963"
10334.46
-00° 33' 17.1"
1619673.55
2751910.22
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
GILMAN
39°31' 19.17212"
106°22' 43.84895"
10062.82
-00°33' 15.4"
15
2752084.44
14
16
39° 31' 08.85847"
13
9077.39
18
17
2749829.84
2" dia meter Aluminum Cap on No.5 Rebar stamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
I-
39°30' 52.66537"
106'22'40.19229"
1 9693.07
-00° 33' 13.1"
1613528.91 1
PROJECT
2" diamete rAlum inum Cap on No.5 Re barstamped "L.P.1. SURVEY CONTROL POINT" setatcenterof Panel Point
152
AREA
TOWN OF
RED CLIFF
2
23
24
15319
20
N
PROJECT LOCATION MAP
0' 0.5 Mae 1 Mie 2 Miles
Scale: 1 Inch = 1 Mile
SHEET NO.
INDEX OF SHEETS
4.01
(1) Title Sheet
4.02-4.04
(3) Monument Coordinate Tables
4.05-4.07
(3) Plan Sheets
(7) Total Sheets
BASIS OF BEARINGS: All bearings are based on the line connecting CM -MP 148.4 to
CM -MP 148.7 being a GRID bearing of N. 32°35'09" E. as obtained from a global
positioning system (GPS) survey. Said grid bearing is NAD 83 (2011) Colorado State
Plane - Central Zone 502. Both monuments are CDOT Type Il, marked appropriately
for their milepost location and control position.
Basis of Elevations: Project elevations are based on Bench Mark S 280, PID: KL0008,
a standard bench mark disk set on top of a concrete monument, with a published
NAVD 88 elevation of 7894.20 feet. S 280 is a 2nd order, Class 0 benchmark.
Elevations shown herein were derived by GPS Fast Static Survey, using Geoid model
12B (CONUS).
COORDINATE DATUM: Project coordinates are modified Colorado State Plane
Central Zone NAD '83/(2011) coordinates. The combined elevation/scale factor used
to modify the coordinates from state plane to ground coordinates is 1.0004603028.
The resulting ground coordinates are truncated by 1,0000,000ft in the Northing and
2,000,000ft in the Easting after multiplying state plane coordinates by scale factor to
get project coordinates.
Project Coordinates Northing US Survey Feet =
State Plane Coordinate Northing * 1.0004603028 - 1,000,000.
Project Coordinates Easting US Survey Feet =
State Plane Coordinate Easting * 1.0004603028 - 2,000,000.
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.
Colorado Department of Transportation
P P
s
222 S. 6th Street -Room 317
Grand Junction, CO 81501
• Phone: 970-683-6233 FAX: 970-683-6249
Reion 3 R 1 ht o f W o LED
g g Y
\Q Jl I
SURVEYOR STATEMENT (PROJECT & LAND SURVEY CONTROL DIAGRAM)\��\\\`
REGIS
I, Geoffrey F. Stephenson, a professional land surveyor licensed in the State of
,
�� y4 o°pOO°°°o TF
` CS oo F . S !`E 0 r�
Colorado, do hereby state to the Colorado Department of Transportation this Project
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and Land SurveyControl Diagram was prepared and the field survey It represents
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was performed under my responsible charge and, based upon my knowledge,
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information and belief is in accordance with applicable standards of practice defined
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by Colorado Department of Transportation publications. This statement is not a
or warranty, either expressed or implied.
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guaranty
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PLS No. 23521
`// C
107'19'39.07940"
L!
Colorado Department of Transportation
P P
s
222 S. 6th Street -Room 317
Grand Junction, CO 81501
• Phone: 970-683-6233 FAX: 970-683-6249
Reion 3 R 1 ht o f W o LED
g g Y
Sheet Revisions
Sheet Revisions
Sheet Revisions
LUND
.......
" .TNt t IP
130
12265 -Lakewood, Coioradoaud Avenue. t 0228
P:303.989.1461 F: 303.989.4094
5fs Vr
Right of WayPlans
Date Descri non Initials
Date Description Initials
Date Description Initials
Tabulation of Properties
10-20-2017 Added Reception Numbers GFS
39'39'06.55179"
106'50'51.73275"
6521.25
-00°34'05.2"
-00,50, 59.9"
Project Number: C SWOT -916
2620533.34
H
Continuously Operating Reference Station (PID DN2107)
Project Location: US 24 / BATTLE MOUNTAIN PASS - EAGLE COUNTY
39'32'49.05082"
107'19'39.07940"
5765.23
2746923.90
-01'09'09.4"
1629291.53
2484680.57
H
Continuously Operating Reference Station (PID DL2035)
SE01*
Project Code: Last Mod. Date Subset Sheet No.
107'12'43.51794"
6166.91
-
21767 10-20-2017 1 2.01 of 2.01 1 2.01
R.O.W. TABULATION OF PROPERTIES IN EAGLE COUNTY - U.S. HIGHWAY NO. 24
GEODETIC COORDINATE SUMMARY TABLE OF FOUND NATIONAL GEODETIC SURVEY (NGS) CONTROL POINTS - (HELD FIXED U.S. FEET)
Point No.
Geodetic Coordinates NAD -83 (2011)
Latitude N Longitude(W)Elip
( )
Area In Square Feet (Acres)
a__. - r,___
Mapping
Angle
9
NAD 83(2011) Colorado Central Zone 502
SP Northing (ft) SP Easting(ft)
Sheet Revisions Sheet Revisions Sheet Revisions Project and Land SurveyControl Diagram
Date Description Initials Date Description Initials Date Description Initials
Colorado DeP ortment of Transportation "- LUND Project Control -Monument Coordinate Tables
P
222 S. 6th Street - Room 317 Project Number: C SWOT -916
12265 W Bayaud Avenue, Suite 130
Grand Junction, CO 81501 Lakewood, Colorado 80228 Project Location: US 24 / BATTLE MOUNTAIN PASS - EAGLE COUNTY
,&V Phone: 970-683-6233 FAX: 970-683-6249 P:303.989.1461 F: 303.989.4094
Region 3 Right of Way LED Pro21 lode Last
01062017e 40Subset
o4.07 Sn402 o.
I
A
* = Location not shown graphically on maps herein.
GEODETIC COORDINATE SUMMARY TABLE OF FOUND NATIONAL GEODETIC SURVEY (NGS) CONTROL POINTS - (HELD FIXED U.S. FEET)
Point No.
Geodetic Coordinates NAD -83 (2011)
Latitude N Longitude(W)Elip
( )
Height (ft)
Ortho Height
(NAVD88 ft
)()
Mapping
Angle
9
NAD 83(2011) Colorado Central Zone 502
SP Northing (ft) SP Easting(ft)
Constraint
(H=Horizontal, V=Vertical)
Description
EC01*
39'39'06.55179"
106'50'51.73275"
6521.25
-00°34'05.2"
-00,50, 59.9"
1665118.75
2620533.34
H
Continuously Operating Reference Station (PID DN2107)
GSC1*
39'32'49.05082"
107'19'39.07940"
5765.23
2746923.90
-01'09'09.4"
1629291.53
2484680.57
H
Continuously Operating Reference Station (PID DL2035)
SE01*
39'24'01.24152"
107'12'43.51794"
6166.91
-
-01'04'47.3"
1575264.70
2516219.90
H
Continuously Operating Reference Station (PID DL6159)
GPS 004
39° 33' 18.65757"
106'24'05.31080"
8074.42
8115.
-00° 34' 06.8"
1628364.83
2745821.35
H
Found Eagle County survey disk in retaining wall (PID AH7730)
H 47
39'30'09."'
106° 21' 50."
8718.05
8758.76
1627801.79
2749362.98
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.]. SURVEY CONTROL POINT" setatcenterof Panel Point
V
Found brass disk setflush in boulder (PID KLO177)
S280
39'34'51.17095"
106'25' 16.38781"
7853.46
7894.20
-00° 34' 51.6"
1637780.69
2740349.58
H,V
Found brass cap setflush in boulder (PID KL0008)
T 280*
39'36'33.30981"
106° 26' 58.52274"
1 7690.20 1
7731.29 1
-00'35'56.0"
1648196.95
2732461.42
H,V
Found 3 1/2" diameter brass disk setflush in abutment (PID KL0004)
* = Location not shown graphically on maps herein.
A
�G ##
CONTRO-
Typical L.P.I. Control Cap
2" Diameter Aluminum Cap on #5 rebar
Not to Scale
QS "F T R,4, A
ok' tc �r
0 0
U Q Z
it f �
cO,rROL T ma twoF,
Typical CDOT Type 2
3 1/4" Diameter Aluminum
Survey Control Monument Cap
Not to Scale
NOTE:
See sheet 4.03 herein for project
specific coordinate information.
GEODETIC COORDINATE SUMMARY TABLE OF SET PROJECT CONTROL POINTS - (U.S. FEET)
Paint No.
Geodetic Coordinates NAD -83 (2011)
Latitude(N) Longitude(W)
Elip Height
(NAVD88)(ft)
Mapping
Angle
NAD 83(2011) Colorado Central Zone 502
SP Northing(ft) SP Easting(ft)
Description
CMMP148.4
39°33'09.19683"
106°24'02.74130"
8140.47
-00°34'05.2"
1627405.65
2746013.10
CDOT Type 2 Monument set at center of Panel Point
CMMP 148.7
39°33' 23.36868"
106'23'51.29329"
8262,21
-00°33' 57.9"
1628830.60
2746923.90
CDOT Type 2 Monument set at center of Panel Point
CMMP 149.1
39'33'05.47967"
106'23'55.50757"
8381.38
-00°34' 00.6"
1627023.95
2746575.94
Set CDOT Type 2 Monument
1
39'33'38.84467"
106'24'06.16797"
8039.25
-00°34' 07.3"
1630407.92
2745774.49
2" dia meter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" set at center of Panel Point
2
39°33' 30.55387"
106'23'39,45703"
8984.23
-00°33' 50.5"
1629548.42
2747858.05
60D Spike setatcenterof Panel Point
4
39°33' 13.43797"
106'23'20.02446"
9701,24
-00'33'38.2"
1627801.79
2749362.98
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.]. SURVEY CONTROL POINT" setatcenterof Panel Point
6
39'33'07.82131 "
106'23'34.86300"
959$.23
-00'33'47.6"
1627244.92
2748195.22
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.]. SURVEY CONTROL POINT" setatcenterof Panel Point
7
39° 33'00.20191"
106'22'54.21882"
10302.66
-00'33'21.9"
1626442.94
2751371."10
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
8
39° 32' 53.74946"
106'22'32.74509"
10385.31
-00'33'08.4"
1625773.84
2753046.74
2" d iameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
9
39°32'41.06656"
106°22'00.16803"
10529.04
-00°32'47.9"
1624466.18
2755586.17
2" d iameter Aluminum Cap on No.5 Reba r sta mped "L.P.I. SURVEY CONTROL POINT" set at center of Panel Point
10
39°32' 39.78757"
106°22' 12.13227"
10474.57
-00'32'55.4"
1624345.74
2754647.76
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
11
39°32' 32.48248"
106°22' 04.62636"
10477.25
-00'32'50.7"
1623601.03
2755228.65
2" d iameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" set at center of Panel Point
12
39°32' 20.06376"
106°22' 17.97739"10432.12
-00°32' 59.1"
1622354.58
2754170.75
2" diameterAluminum Ca on No.5 Rebarstam ed "L.P.I. SURVEY CONTROL POINT" set at f
p p a entero Panel Point
13
39'32'05.37459"
106'22'35.77111"
10408.21
-00'33' 10.3"
1620881.83
2752762.49
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
14
39'31'53.35173"
106'22'46.49963"
10334.46
-00° 33' 17.1"
1619673.55
2751910.22
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
15
39°31' 19.17212"
106°22' 43.84895"
10062.82
-00°33' 15.4"
1616213.46
2752084.44
2" diameter Aluminum Cap on No.5 Rebarstamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
16
39° 31' 08.85847"
106°23' 12.49256"
9077.39
-00° 33' 33.5"
1615191.80
2749829.84
2" dia meter Aluminum Cap on No.5 Rebar stamped "L.P.I. SURVEY CONTROL POINT" setatcenterof Panel Point
17
39°30' 52.66537"
106'22'40.19229"
1 9693.07
-00° 33' 13.1"
1613528.91 1
2752345.05
2" diamete rAlum inum Cap on No.5 Re barstamped "L.P.1. SURVEY CONTROL POINT" setatcenterof Panel Point
A
�G ##
CONTRO-
Typical L.P.I. Control Cap
2" Diameter Aluminum Cap on #5 rebar
Not to Scale
QS "F T R,4, A
ok' tc �r
0 0
U Q Z
it f �
cO,rROL T ma twoF,
Typical CDOT Type 2
3 1/4" Diameter Aluminum
Survey Control Monument Cap
Not to Scale
NOTE:
See sheet 4.03 herein for project
specific coordinate information.