Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Tabulation of Properties
2.01
Subset
4/30/2019
$P
LO
T_IN
FO$
2.01 of 2.07
FSA 5501-021
US 550 SOUTH CONNECTION
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
4/24/19
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Tabulation of Properties
2.02
Subset
9/12/2019
$P
LO
T_IN
FO$
2.02 of 2.07
FSA 5501-021
US 550 SOUTH CONNECTION
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
9/11/19
9/11/19 Added AP-TE-5B JR
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Tabulation of Properties
2.03
Subset
4/30/2019
$P
LO
T_IN
FO$
2.03 of 2.07
FSA 5501-021
US 550 SOUTH CONNECTION
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
4/24/19
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Tabulation of Properties
2.04
Subset
4/30/2019
$P
LO
T_IN
FO$
2.04 of 2.07
FSA 5501-021
US 550 SOUTH CONNECTION
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
4/24/19
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Tabulation of Properties
2.05
Subset
9/17/2019
$P
LO
T_IN
FO$
2.05 of 2.07
FSA 5501-021
US 550 SOUTH CONNECTION
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
9/11/19
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Tabulation of Properties
2.06
Subset
4/30/2019
$P
LO
T_IN
FO$
2.06 of 2.07
FSA 5501-021
US 550 SOUTH CONNECTION
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
4/24/19
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Tabulation of Properties
2.07
Subset
9/17/2019
$P
LO
T_IN
FO$
2.07 of 2.07
FSA 5501-021
US 550 SOUTH CONNECTION
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
9/11/19
9/11/19 Added AP-TE-17A JR
Sheet RevisionsDate Description Initials
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Project Control Diagram
Title Sheet
Subset
3.01
NO
IT
AT
RO
PSNART FO TP
E
D
OL
OC
TN
EMUNOM LOTN
OC
YWH ET
AT
S
TSOP E
LI
M
PROJECT LOCATION MAP
WC
11
1
PROPERTY PIN BLM MARKER NOAA MARKER
USGS MARKER BENCH MARK
MONUMENT
SET EASEMENT
EASEMENT POINT
TEMPORARY
1 1
SECTION CORNER
MARKER
RIGHT OF WAY
WITNESS CORNER
MARKER
RIGHT OF WAY
FEDERAL MONUMENT
MONUMENT
LOCAL OR PLSS
MONUMENT
SECONDARY CONTROL
MONUMENT
PROJECT CONTROL
CONTROL MONUMENT
DENSIFICATION
NETWORK CONTROL MONUMENT
HIGH ACCURACY REFERENCE
AND SECTION CORNERS
QUARTER, SIXTEENTH,
AND SECTION CORNERS
QUARTER, SIXTEENTH,
SHEET NO.
(1)
(3) Total Sheets
INDEX OF SHEETS
(1)
(1)
Title Sheet
Coordinate Tables
Plan Sheet
DEPARTMENT OF TRANSPORTATION
STATE OF COLORADO
Sheet RevisionsDate Description Initials
4/30/2019
$P
LO
T_IN
FO$
3.01 of 3.03
3' xƒ" dia. aluminum security rod on a 3' xƒ" dia. smooth aluminum rod.
monuments, a 3‚" dia. aluminum control monument cap (as shown) on a
CM-MP - Control Point Monuments set by CDOT. They are CDOT Type 2
Not to Scale
Typical Control Monument Cap
PROJECT CONTROL DIAGRAM
Proposed or new features are shown as full weight without screening.
2006. Existing features are shown as screened weight (gray scale).
Department of Transportation M&S Standards Publication dated July
plans, please refer to the M-100-1 Standard Symbols of the Colorado
Note: For a complete listing of symbololgy used within this set of
Standards for typical survey monument descriptions.
July, 2011 found in The Colorado Department of Transportation, M & S
Refer to the M-629-1 Survey Monuments of the Standard Plans dated3.
Professional Land Surveyor hereon named.
is not valid unless this copy bears an original signature of the
current. The information contained on the attached drawingthe most
set. It is the user's responsibility to verify with CDOT that this set is
This plan set is subject to change and may not be the most current2.
purposes only.
property and is prepared for the Colorado Department of Transportation
This Project Control Diagram is not a boundary survey of the adjoining1.
General Notes:
commenced more than ten years from the date of the certification shown hereon.defect. In no event may any action based upon any defect in this survey beupon any defect in this survey within three years after you first discover suchNOTICE: According to Colorado law you must commence any legal action based
Lineal Units = U.S. Survey Feet
N 10.38
E 3.81
EL 0.00
N 10.13
E 3.81
EL 0.00
N 9.88
E 3.81
EL 0.00
FSA 5501-021
1 MILE0' • MILE 2 MILES
31 32 33 34 35
353331 32
6 5 4 3 2
7 8 9 1011
13 18 1716 15
550
9U8U7U12U10U
3U4U5U6U1U
T35N.R9W
550
160
34
3.01
DURANGO
N
D
27937
S
I
RFES
O
NDLONAL A
JP
E
ERJ.FF
OVE
R
SU
YR
TSDAROL
OC
IERO G
RE
ER
F ED
either expressed or implied.
Transportation publications. This statement is not a guaranty or warranty,
applicable standards of practice defined by Colorado Department of
based upon my knowledge, information and belief is in accordance with
survey it represents was performed under my responsible charge and,
Transportation this Project Control Diagram was prepared and the field
State of Colorado, do hereby state to the Colorado Department of
I, , a professional land surveyor licensed in the
SURVEYOR STATEMENT (PROJECT CONTROL DIAGRAM)
PLS No. 27937
Jeff J. Redfern
160
US 550 SOUTH CONNECTION
3.02
3.03
(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
County of La Plata
of the N.M.P.M.
Township 34 North (S.U.L.), Range 9 West
Sections 5U, 8U and 9U
Township 34 North (N.U.L.), Range 9 West
Section 10
US 160 MP 88.00 to US 160 MP 89.70
US 550 MP 14.90 to US 550 MP 16.40
T 34 N (S.U.L.) R 9 W
T 34 N (N.U.L.) R 9 W
T34 1/2N.R9W
Project Control Monuments were established in 2015.
550
NEW
NORTH BOUNDARY SOUTHERN UTE INDIAN RESERVATION
STATE LINETO NEW MEXICO
TO BAYFIELD
R9
W
R10
W
* 1.000333139) * (3937/1200).
Project Coordinates Easting US Survey Feet = (State Plane Coordinate Easting
* 1.000333139) * (3937/1200).
Project Coordinates Northing US Survey Feet = (State Plane Coordinate Northing
1.000333139. The CHARN is based on the NAD '83(92 HARN) datum.
used to modify the coordinates from state plane to project coordinates is
South Zone NAD '83/(92 HARN) coordinates. The combined elevation/scale factor
COORDINATE DATUM: Project coordinates are modified Colorado State Plane
(Reference P.C.D. Project Number: FC NH(CX)160-2(048) )
with a NAVD 88 elevation of 6729.59ft. Y 403 is a FIRST order benchmark.
PID: HL0352, a standard bench mark disk set on top of a concrete monument,
Basis of Elevations: Project elevations are based on Bench Mark Y 403,
Reference Network (CHARN).
Positioning System (GPS) survey base on the Colorado High Accuracy
location and control position. The survey data was obtained from a Global
Both monuments are CDOT Type II, marked appropriately for their milepost
on a grid bearing of N35°58'24"E from CM-MP 15.94 to CM-MP 16.08.
Basis of Bearings: Bearings used in the calculations of coordinates are based
4/24/19
Sheet RevisionsDate Description Initials
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Project Control Diagram
Subset
3.02
Sheet RevisionsDate Description Initials
4/30/2019
$P
LO
T_IN
FO$
3.02 of 3.03
FSA 5501-021
XX
(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
US 550 SOUTH CONNECTION
Coordinate Tables
4/24/19
XX
Sheet RevisionsDate Description Initials
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
Project Control Diagram
Subset
3.03
Plan Sheet4/30/2019
$P
LO
T_IN
FO$
3.03 of 3.03
(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
FSA 5501-021
19378
800'0' 400' 1600'
88701575
1640
1504
1590
1622
1637
1608
1632
1490
1594
1614
8887
1430
8932
8905
8800
1515
US
HW
Y 550
US HWY
550
US HWY
550
US
HW
Y 16
0
US HWY 160
TO
BA
YFIE
LD
TO
DUR
AN
GO
US 550 SOUTH CONNECTION
TO
NE
W
ME
XIC
O ST
ATE LIN
E
S 8U
NE 1/4 SE 1/4
S 9U
NW 1/4 SW 1/4
S 9U
SW 1/4 NW 1/4
S 9U
NW 1/4 NW 1/4
S 8U
SE 1/4 NE 1/4
SECTION 9U
SECTION 8U
SECTION 4U
SECTION 5U
S 5U
LOT 1
S 5U
LOT 2
S 5U
LOT 3
S 10
SE 1/4 SW 1/4
S 10
SW 1/4 SW 1/4
S 10
NE 1/4 SW 1/4
S 10
SE 1/4
S 10
SW 1/4 NE 1/4
S 10
SE 1/4 NW 1/4
S 10
NW 1/4 SW 1/4
SECTION 10
SECTION 9
CR 2
20
S 8U
NE 1/4 NE 1/4
SECTION 11
SECTION 10
T 34 N (N.U.L.) R 9 W, N.M.P.M.T 34 N (S.U.L.) R 9 W, N.M.P.M.
North B
oundary S
outh
ern Ute In
dia
n R
es.
4/24/19
Y403
NOAA
Z403
NOAA
(U.S. Survey feet)
Scale: 1"=800'
Sheet RevisionsDate Description Initials
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Title Sheet
Subset
1.01
PROJECT LOCATION MAP
WC
11
1
PROPERTY PIN BLM MARKER NOAA MARKER
USGS MARKER BENCH MARK
MONUMENT
SET EASEMENT
EASEMENT POINT
TEMPORARY
1 1
SECTION CORNER
MARKER
RIGHT OF WAY
WITNESS CORNER
MARKER
RIGHT OF WAY
FEDERAL MONUMENT
MONUMENT
LOCAL OR PLSS
MONUMENT
SECONDARY CONTROL
MONUMENT
PROJECT CONTROL
CONTROL MONUMENT
DENSIFICATION
NETWORK CONTROL MONUMENT
HIGH ACCURACY REFERENCE
AND SECTION CORNERS
QUARTER, SIXTEENTH,
AND SECTION CORNERS
QUARTER, SIXTEENTH,
DEPARTMENT OF TRANSPORTATION
STATE OF COLORADO
4/30/2019
$P
LO
T_IN
FO$
1.01 of 1.01
commenced more than ten years from the date of the certification shown hereon.defect. In no event may any action based upon any defect in this survey beupon any defect in this survey within three years after you first discover suchNOTICE: According to Colorado law you must commence any legal action based
Lineal Units = U.S. Survey Feet
N 10.38
E 3.81
EL 0.00
N 10.13
E 3.81
EL 0.00
N 9.88
E 3.81
EL 0.00
FSA 5501-021
1 MILE0' • MILE 2 MILES
31 32 33 34 35
353331 32
6 5 4 3 2
7 8 9 1011
13 18 1716 15
550
9U8U7U12U10U
3U4U5U6U1U
T35N.R9W
550
160
34DURANGO
N
D
27937
S
I
RFES
O
NDLONAL A
JP
E
ERJ.FF
OVE
R
SU
YR
TSDAROL
OC
IERO G
RE
ER
F ED
PLS No. 27937
Jeff J. Redfern
160
US 550 SOUTH CONNECTION
(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
NORTH BOUNDARY SOUTHERN UTE INDIAN RESERVATION
T 34 N (S.U.L.) R 9 W
T 34 N (N.U.L.) R 9 W
T34 1/2N.R9W
FILIN
G
CE
RTIFIC
ATIO
N:
.M.,
, A
T
, 20
D
AY
OF
DE
PO
SIT
ED
THIS
O
F
TH
E
CO
UN
TY
LA
ND
SU
RV
EY
S/
RIG
HT
OF
WA
Y
IN
BO
OK
.
DE
PT.
.
, R
EC
EP
TIO
N
NU
MB
ER
SU
RV
EY
S
AT
PA
GE
.
SIG
NE
D
SURVEY/ROW
2012.
Department of Transportation M&S Standards Publication dated July
plans, please refer to the M-100-1 Standard Symbols of the Colorado
Note: For a complete listing of symbology used within this set of
ACCESS CONTROL LINE
BARRIER ACCESS CONTROL LINE
RIGHT OF WAY LINE
QUARTER SECTION LINE
SECTION LINE
SIXTEENTH SECTION LINE
PERMANENT, PROPERTY, SLOPE, & UTILITY EASEMENT LINE
TEMPORARY EASEMENT LINE (EXISTING)
PROPERTY BOUNDARY LINE (EXISTING AND PROPOSED)
VIRGIN RIGHT OF WAY LINE (PROPOSED)
TOWNSHIP LINE (EXISTING)
LA PLATA COUNTY
R.O.W. Length of Project = 1.88 Miles
SHEET NO.
(1)
(1)
(2)
(4)
Title Sheet
Total Sheets
4.01
INDEX OF SHEETS
STATE PROJECT NO. NH 5501-021
U.S. HIGHWAY NO. 550/160 CONNECTION
of the N.M.P.M.
& Sections 5U, 8U, 9U, T 34 N (S.U.L.), R 9 W
Section 10, T 34 N (N.U.L.) R 9 W
Located in:
4.03-4.04
COUNTY
220LA PLATA
STATE LINETO NEW MEXICO
TO BAYFIELD
Approx. MP 14.81STA. 935+48.35FSA 5501-021
BEGIN R.O.W. PROJECT
Approx. MP 16.69STA. 1034+94.17
FSA 5501-021END R.O.W. PROJECT
TOP OF CUT
TOE OF FILL
TERRAIN
550
NEW
R9
W
R10
W
PRELIMINARY LAND SURVEY CONTROL DIAGRAM
either expressed or implied.
Transportation publications. This statement is not a guaranty or warranty,
with applicable standards of practice defined by Colorado Department of
charge and, based upon my knowledge, information and belief is in accordance
and the field survey it represents was performed under my responsible
Transportation this Preliminary Land Survey Control Diagram was prepared.
State of Colorado, do hereby state to the Colorado Department of
I, , a professional land surveyor licensed in the
(PRELIMINARY LAND SURVEY CONTROL DIAGRAM)
SURVEYOR STATEMENT
4.02 Monument Coordinate Tables
Plan Sheet
Preliminary Land Survey Control Diagram
7. Project Control Monuments were established in 2015. Survey commenced in 2016.
were not included in this preliminary land survey control diagram.
boundaries, and restrictions, as described in the instruments of record,
the physical evidence with relation to easements, rights of ways, property
not researched and are not shown on this diagram. The verification of
survey, therefore easements, rights, and restrictions of record were
6. Title policy, title commitment, and title research are not part of this
an original signature of the Professional Land Surveyor hereon named.
The information contained on the attached drawing is not valid unless thiscopy bears
It is the user's responsibility to verify with CDOT that this set is the most current.
5. This plan set is subject to change and may not be the most current set.
prepared for the Colorado Department of Transportation purposes only.
4. This Right-of-Way Plan is not a boundary survey of the adjoining property and is
3. The boundary survey monuments shown hereon are based on preliminary found evidence.
as a control corner until the FINAL deposited right of way plans.
2. All aliqout corners shown hereon have not been restored, rehabilitated or used
after acquisition of the proposed right of way and construction improvements.
Land Survey Control Diagram included with the FINAL deposited right of way plans
informational purposes only. This document will be superseded by the
1. This Preliminary Land Survey Control Diagram is an interim document for
GENERAL NOTES:
* 1.000333139) * (3937/1200).
Project Coordinates Easting US Survey Feet = (State Plane Coordinate Easting
* 1.000333139) * (3937/1200).
Project Coordinates Northing US Survey Feet = (State Plane Coordinate Northing
1.000333139. The CHARN is based on the NAD '83(92 HARN) datum.
used to modify the coordinates from state plane to project coordinates is
South Zone NAD '83/(92 HARN) coordinates. The combined elevation/scale factor
COORDINATE DATUM: Project coordinates are modified Colorado State Plane
(Reference P.C.D. Project Number: FC NH(CX)160-2(048) )
with a NAVD 88 elevation of 6729.59ft. Y 403 is a FIRST order benchmark.
PID: HL0352, a standard bench mark disk set on top of a concrete monument,
Basis of Elevations: Project elevations are based on Bench Mark Y 403,
Reference Network (CHARN).
Positioning System (GPS) survey base on the Colorado High Accuracy
location and control position. The survey data was obtained from a Global
Both monuments are CDOT Type II, marked appropriately for their milepost
on a grid bearing of N35°58'24"E from CM-MP 15.94 to CM-MP 16.08.
Basis of Bearings: Bearings used in the calculations of coordinates are based
4/24/19
PP
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Sheet RevisionsDate Description Initials
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.
19378 4.02
Subset
4.02 of 4.04
(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
4/30/2019
$P
LO
T_IN
FO$
Monument Coordinate Tables
ROW
Preliminary Land Survey Control Diagram
FSA 5501-021
US 550 SOUTH CONNECTION
(Not recovered under CDOT Project No. FSA 5501-021)
record information by LS 22574.
5501-011 and also the Ridgeway Subdivision Cat. 1 Project No. 88-107
prior survey by LS 27937 under CDOT Project FC-NH(CX) 160-2(048) &
Aliqout Corner position(s) for the Points listed are based on
4/24/19
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Sheet RevisionsDate Description Initials
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
Plan Sheet
4.03
4/30/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
4.03 of 4.04
4204
4207
PP
4100
PP4101
PP
4102
PP4103
PP4104
PP4105
PP
4106
PP
4107
PP4108
PP
4109 PP
4110
PP
4111
PP4112
PP4113
PP
4114
PP
4115
PP
4116
PP
4117
PP
4118
PP4119
PP
4120
PP4121
4206
4210
4213
42154216
4217
RM
4205
ROW
4300ROW4301
ROW4302 ROW
4303
ROW4304
ROW4305
ROW4306
ROW4307
ROW4308
ROW4309
ROW4310
ROW4311
ROW
4312
ROW4314
ROW4315
PP
2509
WC
5152
ROW1515
Category 1 - Project No. 88-107
Ridgeway Subdivision
Shumway Subdivision
No. 444
Hillmeyer and Vance Subdivision
Category 1 - Project No. 81-217
Helen Lousie Craig Subdivision
Category 1 - Project No. 84-121
Craig Cattle Company Subdivision
Lot 4 Lot 3 Lot 2 Lot 1
Tract A
Tract A
Tract C
Tract B
Tract A
Tract B
Tract C
Tract BTract A
Tract A
Tract B
SECTION 9U
SW 1/4 SW 1/4
SECTION 9U
NW 1/4 SW 1/4
SECTION 8U
SE 1/4 SE 1/4 SECTION 8U
NE 1/4 SE 1/4
SECTION 8U
SE 1/4 NE 1/4
SECTION 9U
SW 1/4 NW 1/4
SECTION 9U
NW 1/4 NW 1/4
SECTION 8U
NE 1/4 NE 1/4
SECTION 4U
LOT 4
SECTION 5U
LOT 1
SECTION 5U
LOT 2
9U 4U
8U 5U
N.M.P.M.
T 34 N R 9 W (S.U.L.)
SECTION 9U
SECTION 8U16 9U
17 8U
400'0' 200' 800'
US HWY 5
50
CR 2
20
ROW4305
Preliminary Land Survey Control Diagram
(U.S. Survey feet)
Scale: 1"=400'
Cat. 1 - Project No. 84-27
Sotebeer Subdivision
X1098
X1097
1/1
6 S
ectio
n Line S
ec. 8
U
S8U/S9U
S 1/16 COR
1/1
6 S
ectio
n Line S
ec. 9
U
S8U
S E 1/16 COR
S8U
S E 1/16 COR
(Not recovered under CDOT Project No. FSA 5501-021)
record information by LS 22574.
and the Ridgeway Subdivision Cat. 1 Project No. 88-107
based on prior survey by LS 27937
Corner position(s) for Point No. 1097 & 1098 are
S9U
S W 1/16 COR
S9U
C W 1/16 COR
Sec. 9
U
1/4 S
ectio
n Line
1/1
6 S
ectio
n Line S
ec. 9
U1/1
6 S
ectio
n Line S
ec. 8
U
Sec. 8
U
1/4 S
ectio
n Line
S9U
N W 1/16 COR
S5U
LOT 2
N E COR
S1/4 S10
S5U/S4U
LOT COR
North B
oundary S
outh
ern Ute In
dia
n R
es.
1995 Group No. 849Retraced by BLM under Dependent ResurveyNorth Boundary Southern Ute Indian Reservation
CR 220
approx. M.P. 14.81
of US 550 Ultimate Alignment
STA. 935+48.35, 135.00' Left
BEGIN R.O.W. PROJECT FSA 5501-021
Project FC-NH(CX)160-2(048)
and monumented under
Project FAP 266-E and retraced
Existing ROW established under
under Project No. 5501-021
US 550 Design Alignment
under Project No. 5501-021
Design Alignment
US 550 Frontage Road
STA. 940+23.38BEGIN TRANSITION ALIGNMENT
under Project No. 5501-021
CR 220 Design Alignment
4/24/19
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Sheet RevisionsDate Description Initials
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
Plan Sheet
4.04
4/30/2019
$P
LO
T_IN
FO$
mm/dd/yy XXXXXXXXXXX
US 550 SOUTH CONNECTION
19378
FSA 5501-021
4.04 of 4.04
4209
PP
4110
PP4111
PP
4113
PP
4116
4206
4214
4208
4213
ROW
4312
ROW
4313
ROW4314
ROW4315
ROW4316
ROW4317
ROW4318
ROW
4319
ROW4320
ROW
4321
ROW
4322
ROW
4323 ROW4324
ROW4325
ROW
4326
ROW
4327ROW
4328
ROW
4329
ROW
4330ROW
4331
ROW4332
ROW4333
ROW
4334
ROW4335
ROW
4336
ROW
4337
ROW
4338
ROW
4339
ROW
4340ROW
4341
ROW
4342ROW
4343
5100
Tract A
Tract B
SECTION 5U
LOT 1
SECTION 5U
LOT 2
CR 2
20
N.M.P.M.
T 34 N R 9 W (N.U.L.)
SECTION 10
NW 1/4
US H
WY 5
50
US H
WY 160
US H
WY 1
60
SECTION 5U
LOT 3
Project FC-NH(CX)160-2(048)
and monumented under
Project FAP 266-E and retraced
Existing ROW established under
1995 Group No. 849Retraced by BLM under Dependent ResurveyNorth Boundary Southern Ute Indian Reservation
1990 Group No. 887
Retraced by BLM under Dependent Resurvey
T 34 N (N.U.L.) R 9 W
SECTION 10
Project FC-NH(CX)160-2(048)
and monumented under
Project FAP 266-D and retraced
Existing ROW established under
S 10
NW 1/4 SW 1/4
S 10
SW 1/4 SW 1/4
S 10
SE 1/4 SW 1/4
S 10
NE 1/4 SW 1/4
S 10
SE 1/4 S 10
SW 1/4 NE 1/4
SECTION 10
SECTION 9
S10
N 1/4 COR
S8U
N 1/4 COR
SE
CTIO
N 8
U
SE
CTIO
N 5
U
S5
U
S9 S
10
S10
W 1/16 COR
S5U
NE COR LOT 2
S10
S 1/4 COR
South
ern Ute In
dia
n R
es.
North B
oundary
S10
SW 1/16 COR
Sec. 1
0
1/4 S
ectio
n Line
and Rule & Order Case No. 07CV266
Project NH 160A-003
established and monumented under former
Existing R.O.W. and Access Control line
monumented on Project FC-NH(CX)160-2(048)
Project F 022-2(5) and retraced and
Existing R.O.W. established on former
PT# 1000
S10
TO NE 1/16 COR
Sec. 10
1/4 Section Line
Sec. 1
0
1/1
6 S
ectio
n Line
Sec. 10
1/16 Section Line
400'0' 200' 800'
(U.S. Survey feet)
Scale: 1"=400'
Preliminary Land Survey Control Diagram
under Project No. 5501-021
US 550 Design Alignment
under Project No. 5501-021
Design Alignment
US 550 Frontage Road
under Project No. 5501-021
CR 220 Design Alignment
STA. 1040+87.34END US 550 ALIGNMENT
approx. M.P. 16.69
STA. 1034+94.17
END R.O.W. PROJECT FSA 5501-021
1070
4/24/19
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
Right of Way Plans
Project Number: FSA 5501-021
Project Location:
Project Code: Last Mod. Date Sheet No.
19378
Subset
5.01 of 5.01
(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
9/17/2019
jredfern 4:2
5:4
8
PM
P:\
AM
EC -
CD
OT
US 5
50
SEIS
Alternativ
e
Analysis\
1937
8\
RO
W_
Survey\
Dra
win
gs\
1937
8R
OW
_M
on01 sheet 5.0
1.d
gn
5.01
N
D
27937
S
I
RFES
O
NDLONAL A
JP
E
ERJ.FF
OVE
R
SU
YR
TSDAROL
OC
IERO G
RE
ER
F ED
QUANTITY OF MONUMENTS TO BE SET
REFERENCE
CONTROL
ALIQUOT CORNER
TYPE
CAP MONUMENT TYPE
1 1A 2A 3A
ROW
PERMANENT EASEMENT
PROJECT POINTS
5(S)2 3 4 5 6
Jeff J. Redfern
PLS No. 27937
(REQUIRED)
WITNESS POST
is not a guaranty or warranty,either expressed or implied.
Colorado Department of Transportation publications. This statement
accordance with applicable standards of practice defined by
on this Right-of-Way Plan were set under my responsible charge in
evidence were performed and the Right-of-Way monuments depicted
belief, adequate research, calculations and evaluation of survey
of Transportation that based upon my knowledge, information and
the State of Colorado, do hereby state to the Colorado Department
I, , a professional land surveyor licensed in
SURVEYOR STATEMENT (R.O.W. MONUMENTS)
from the date of the certification shown hereon.may any action based upon any defect in this survey be commenced more than ten years defect in this survey within three years after you first discover such defect. In no eventNOTICE: According to Colorado law you must commence any legal action based upon any
Type 6 monuments are 1•" aluminum caps set on a 5/8" X 18" rebar.
finned rod, per CDOT Standard Plan No. M-629-1 for Survey Monuments, issued July, 2012.Type I monuments are 3‚" aluminium caps with magnet set on a ƒ" X 36" aluminiumNote:
62
XXX
Monumentation Sheet
XXXX
Chapter 5 of the CDOT Survey Manual, dated Nov. 2011.
7. This right-of-way survey meets the minimun accuracy tolerances for CDOT Class B - Secondary as defined in
bears an original signature of the Professional Land Surveyor hereon named.
CDOT that this set is the most current. The information contained on the attached drawing is not valid unless this copy
6. This plan set is subject to change and may not be the most current set. It is the user's responsibility to verify with
of Transportation, M & S Standards for survey monument descriptions.
5. Refer to the M-629-1 Survey Monuments of the Standard Plans dated July, 2012 found in The Colorado Department
4. All centerline and offset stationing may not represent the centerline as constructed in the field.
3. Right-of-Way established using the Project Control Diagram as referenced, and the coordinates are specific to this project.
2. For title information, Farnsworth Group Inc. relied on HC Peck & Associates, Inc.
of Transportation purposes only.
1. This Right-of-Way Plan is not a boundary survey of the adjoining property and is prepared for the Colorado Department
General Notes:
US 550 SOUTH CONNECTION
XXX
32
9/11/19
9/11/19 Added and deleted PE and TE points JR
94
5+00
550
+00
STA. 940+23.38
BEGIN TRANSITION ALIGNMENT
Rc =2500.00'Lc =288.49'Tc =144.41'
Rc =2490.00'Lc =262.94'Tc =131.59'132.57' 369.60'
STA. 549+78.83
DESIGN ALIGNMENT
BEGIN FRONTAGE ROAD
950
+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
4/3
0/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
US HWY 550
100'0' 50' 200'
Durango, CO. 81303
15267 Highway 550 S
Assessor Parcel No. 5905-084-00-553
Title Commitment No. 06544B2016
WD Reception No. 1047224
Category 1 - Project No. 88-107 as Reception No. 572955
Tract C of Ridgeway Subdivision
Ann M. Grushkin (Undivided 50% interest)
Jonas Grushkin (Undivided 50% interest) &
Category 1 - Project No. 88-107
Ridgeway Subdivision
GARAGE
TRAILER
SINGLE WIDE
1/1
6 S
ectio
n Line S
ec. 8
U
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED SECTION 9U
SECTION 8U
Sheet RevisionsDate Description Initials
HOUSE
L1
L2C1
L3
L4
L5
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L6
SECTION 8U
NE 1/4 SE 1/4
N.M.P.M.
T 34 N (S.U.L.) R 9 W
SECTION 9U
NW 1/4 SW 1/4
N.M.P.M.
T 34 N (S.U.L.) R 9 W
PROPOSED ACCESS CONTROL LINE
EXISTING ROW &
AP-TE-1A
AP-RW-1
AP-TE-1
AP-SE-1
AP-AC-1
AP-RW-1A
PP
4100
PP
4101PP4102
PP 4103
PP4104
4210
ROW 4300
ROW
4301
ROW
4305
ROW
4306
1490
ROW MARKER
S8U/S9U
COR1/16S
S8U/S9U16
1TIE TO S
P.O.B. AP-RW-1
826.92'
END AP-AC-1500
501
502
503
504
505
400
401
600
601
604
606
X325
X
603
602
326
7.01
Right of Way Plans
Plan Sheet
(U.S. Survey feet)
Scale: 1"=100'S87°
46'4
7"E
89.5
6'
TIE
TO
RO
W:
BEGIN AP-AC-1
approx. M.P. 14.81
of US 550 Ultimate Alignment
STA. 935+48.35, 135.00' Left
BEGIN R.O.W. PROJECT FSA 5501-021
(Pt#502-4301)
C=288.82'
Lc=289.11'
Rc=1872.29'
N04°35'50"W
(Pt#4301-503)
(typical on both sides of US Hwy 550 R.O.W.)
monumented on Project NH 5501-011, 12979
Project FAP 266-E and retraced and
Existing R.O.W. established on former
605
AP-RW-1
AP-RW-1A
AP-AC-1
AP-SE-1
AP-TE-1
AP-TE-1A
TIE TO S1/16 S8U/S9U
AP-RW-1A, AP-SE-1
P.O.B.
ROAD
FRONTAGE
N04°30'44"W
220.37'
(Pt#504-505)
N04°30'44"W
141.16'
(Pt#400-401)
Sec. 8
U
1/4 S
ectio
n Line
1/4 S
ectio
n Line S
ec. 9
U
AP-TE-2
of the Helen Lousie
Craig Subdivision Rec
. No. 467405.
40' Wide Access Eas
ement across Lot 3
136.4
1'
Begin AP-AC-2
30.1
6'
558
694
AP-AC-2
AP-RW-2
AP-TE-2A
366.18'
693
690
166.18'
150.11'
38.7
0'691
692
RE-LOCATION
PROPOSED IRRIGATION
*The locations of the current ditches are unknown.
Rec. No. 303585 Book 431 Page 496
Lots 1 thru 4 conveyed to William and Helen Craig
which are a part of the irrigation system on
Ditch right of way and all water rights,
689
X324
170.59'
Begin AP-AC-4
End AP-AC-2
X331
688
91.4
3'
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
Helen Louise Craig Sub.
Lot 2 of
Craig Investments, LLLP
Tract B of Ridgeway Sub.
Adeline Strength Bryant
Durango, CO. 81303
15248 Highway 550 S
Assessor Parcel No. 5905-092-00-392
Title Commitment No. 06542B2016
QD Reception No. 923749
Category 1 - Project No. 81-217 as Reception No. 467405
Lot 3 of Helen Louise Craig Subdivision
Craig Investments, LLLP
AP-RW-2
AP-AC-2
AP-TE-2
AP-TE-2A
SEE NOTE 1
Rec. No. 964336
and agricultural usage.
one gravel pit and two single family residences
on the Helen Craig Gas Unit and
For a maximum of four natural gas wells pads
CDOT Access Permit No. 507157
NOTE 1:
in favor of Helen L Craig Rec. No. 672054.
of the Helen Lousie Craig Subdivision Rec. No. 467405
30' Wide non-exclusive Access Easement across Lot 3
NOTE 2:
SEE NOTE 2
51.32'
Rec. No. 980911.
distribution of electricity in favor of La Plata Electric Assoc.
three-phase distribution power line allowing for the
20' Wide perpetual Utility Easement for one (1) overhead
NOTE 3:
SEE NOTE 3
TIE TO CW 1/16 S9U
AP-RW-2, AP-RW-4
P.O.B.
851.51' (Pt#558-557) (58.33')
60' Wide - Sta. 949+06.35
Access Control Opening (AP-AC-2)
US 550 DESIGN ALIGNMENT
DESIGN ALIGNMENT
FRONTAGE ROAD
PROPOSED BARRIER LINE, typ.
C =1795.91'
Lc =1866.60'
Rc =1946.77'
35.10'
C =140.34'Lc =140.37'
Rc =2002.89'
236.15'
1538.90'
1264.38'
7.01 of 7.114/24/19
393.05'
550
+00
555
+00
560
+00
565
+00
Rc =2500.00'Lc =288.49'Tc =144.41'
452.55'
950
+00
955
+00
960
+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
9/12/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
SECTION 9U
SECTION 8U
1/4 S
ectio
n Line S
ec. 8
U
US HWY 550
FRONTAGE ROAD
204.47'
Sheet RevisionsDate Description Initials
223.66'
89.5
3'
40.80'
66.04'291.86'
83.95'
50.00'
AP-TE-3
AP-RW-3
AP-SE-3
PP
4100
PP4104
PP
4114
ROW 4307
ROW
4308
ROW 4309PP2509
ROW
1515
503
504
505
506
507 508
400401
403
404
405
606
608
X325
X326
X327
X328
402
607
698
WITHIN AP-TE-3
FENCE TO BE PROTECTED
NOTE:
100'0' 50' 200'
(U.S. Survey feet)
Scale: 1"=100'
7.02
Right of Way Plans
Plan Sheet
SECTION 8U
SE 1/4 NE 1/4
N.M.P.M.
T 34 N (S.U.L.) R 9 W
SECTION 9U
SW 1/4 NW 1/4
N.M.P.M.
T 34 N (S.U.L.) R 9 W
AP-RW-3
AP-SE-3
AP-TE-3
No. 5905-081-00-464
Assessor Parcel
TRACT C
N04°30'44"W
(Pt#400-401)
141.16'
(Pt#504-505)
N04°30'44"W220.37'
TIE TO S1/16 S8U/S9U
AP-RW-3, AP-SE-3
P.O.B.
95.3
1'
115.70'
SEE NOTE 1
Rec. No. 573282.
adjoining lot owners
the purpose of providing Access for the
10' Wide Easement across Tract B for
NOTE 1:
SEE NOTE 2
Rec. No. 586749.
La Plata Electric Assoc. and other public Utilities recorded under
Easement and Right of Way for Utility purposes granted to
ALSO
Rec. No. 572955.
ingress and egress under the Ridgeway Subdivision
their guests and invitees for the purpose of
for the use of the owners of Tracts A,B&C,
30' Wide Access Easement across Tracts A & B
NOTE 2:
406
211.32'91.69'
48.8
6'
57.66'
50.2
7'
198.64'
152.2
0'
50.7
9'
65.4
4'
157.8
4'
163.93'
609
509
612
611
613610
510
AP-SE-5AP-TE-5A
AP-RW-5
AP-TE-5
Durango, CO. 81303
15273 Highway 550 S
Assessor Parcel No. 5905-084-00-552
Title Commitment No. 06543B2016
WD Reception No. 1097291
Cat. 1 - Project No. 88-107 as Reception No. 572955
Tract B of Ridgeway Subdivision
Adeline Strength Bryant
Ridgeway Subdivision Category 1 - Project No. 88-107
TRACT A
116.6
1'
121.6
3'
54.50'
FRONTAGE ROAD
114.82'
511
45.00'
WC
5152
PP
4115
PPPP
41074106
AP-TE-7A
AP-RW-7
AP-TE-7
614
262.8
5'
AP-RW-5
AP-SE-5
AP-TE-5
AP-TE-5A
AP-RW-7
AP-TE-7A
AP-TE-7
TIE TO S1/16 S8U/S9U
AP-RW-5, AP-SE-5
P.O.B.
Durango, CO. 81303
15290 Highway 550 S
Assessor Parcel No. 5905-092-00-390
Title Commitment No. 06541B2016
WD Reception No. 1082738
Cat. 1 - Project No. 81-217 as Reception No. 467405
Lot 1 of Helen Lousie Craig Subdivision
The Helen Craig Trust Dated June 16, 2014
AP-TE-4
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
AP-RW-4
AP-AC-4
Rec. No. 980911.
distribution of electricity in favor of La Plata Electric Assoc.
three-phase distribution power line allowing for the
20' Wide perpetual Utility Easement for one (1) overhead
851.51' 455.03'
of the Helen Lousie C
raig Subdivision Rec. N
o. 467405.40' Wide A
ccess Easement across
Lot 2
556
X323
686
687
X324
331X
557
AP-AC-4
AP-RW-4
AP-TE-4
Durango, CO. 81303
15262 Highway 550 S
Assessor Parcel No. 5905-092-00-391
Title Commitment No. 06542B2016
QD Reception No. 923749
as Reception No. 467405
Cat. 1 - Project No. 81-217
Lot 2 of Helen Louise Craig Subdivision
Craig Investments, LLLP
684
235.03'
Lc =235.04
'Rc =3630
.00'
99.9
0'
103.9
4'
EXISTING LEACH FIELD AREA
683
699
Lc =85
.75'Rc =36
30.00'
61.4
4'
84.0
0'
44.2
0'
680
681
679
682
X322
AP-RW-6
AP-AC-6
AP-PE-6 DEL
AP-TE-6
AP-TE-6A
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
685
VENT PIPE(s)
AP-RW-6
AP-AC-6
AP-TE-6 REV
AP-TE-6A
(Pt#557-5
56)
Begin AP-AC-6
End AP-AC-4
Begin AP-AC-8
End AP-AC-6
(Pt#558-557)
(Pt#556-555)
C=1280.14'
Lc=1286.87'
Rc=3630.00'
1/1
6 S
ectio
n Line S
ec. 9
U
16' Wide - Sta. 960+11.13
Access Control Opening (AP-AC-6)
TIE TO CW 1/16 S9U
AP-RW-2, AP-RW-4
P.O.B.
PP
4105
S9U 1/16TIE TO CW
P.O.B. AP-RW-6
DESIGN ALIGNMENT
FRONTAGE ROAD
PROPOSED BARRIER LINE, typ.
Rc =3500.00'
Lc =2751.15'
Tc =1451.07'
US 550 DESIGN ALIGNMENTUNDERPASS
WILDLIFE
PROPOSED
of US Hwy 550 R.O.W.)
(typical on both sides
12979
monumented on Project NH 5501-011,
Project FAP 266-E and retraced and
Existing R.O.W. established on former
Sec. 8
U
1/1
6 S
ectio
n Line
Sec. 9
U
1/4 S
ectio
n Line
C =948.65'
Lc =953.17'
Rc =2824.79'
34.91'
C =975.52'
Lc =980.16'
Rc =2904.79'
1538.90'
1264.38'
274.53'
7.02 of 7.11
(Pt#507-508)
(Pt#405-406)
TIE TO S1/16 S8U/S9U
AP-RW-7
P.O.B. (Pt#509-510)
C=399.79'
Lc=400.11'
Rc=2883.00'
Dallas, TX. 75219
Craig Cattle Company Sub.
Tract A of
A. Winston Puig
90.8
9'
91.4
5'
68.53'
75.73'
WITHIN AP-TE-6
AND BE PROTECTED
TO REMAIN IN PLACE
LEACH FIELD TO BE
NOTE:
Sotebeer Subdivision Cat. 1 - Project No. 84-27
Durango, CO. 81301
26369 Hwy 160, Unit C
Assessor Parcel No. 5905-081-00-551
(Elwood Holdings, LLC)
Title Commitment No. 06540B2016
WD Reception No. 1149974
as Reception No. 572955
Cat. 1 - Project No. 88-107
Tract A of Ridgeway Subdivision
Richard Carlson
Durango, CO. 81301
26369 Hwy 160, Unit C
Title Commitment No. 06540B2016
WD Reception No. 1122151
as Reception No. 500210
Cat. 1 - Project No. 84-27
Tracts A,B and C of Michael A. and Elsje M. Sotebeer Subdivision
Richard A. Carlson
9/11/19
*The locations of the current ditches are unknown.
Rec. No. 303585 Book 431 Page 496
irrigation system on Lots 1 thru 4 conveyed to William and Helen Craig
Ditch right of way and all water rights, which are a part of the
AP-TE-5B
AP-TE-5B
AP-5-RM DEL
700
701702
703
106.44'
124.5
5'
136.6
4'
39.43'
35.9
8'
704
705
706
9/11/19 Added AP-TE-5B JR
565
+00
570+00
Rc =3500.00'
Lc =2751.15'
Tc =1451.07'
965
+00
970+00
975+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
4/30/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
US HW
Y 55
0
SECTION 9U
SECTION 8U and using existing irrigation structures Rec. No. 513991
Subject to easements for the purpose of cleaning, maintaining
conveyed to Tom Givaudon Rec. No. 513991
All rights respect to project water and Florida Farmers Ditch
in BOCC Resolution (Dry Hydrant Program) Rec. No. 684650.
Terms, agreements, provisions, conditions and obligations
Exceptions:
SECTION 4U
SECTION 5U
SE
CTIO
N 8
U
SE
CTIO
N 5
U
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
Sheet RevisionsDate Description Initials
65.00'
Lc =405.4
4'
Rc =3630.0
0'
155.3
8'
281.82'
126.6
3'
AP-RW-8
AP-PE-8
SECTION 9U
NW 1/4 NW 1/4
N.M.P.M.
T 34 N (S.U.L.) R 9 W
PP4105
RM4205
ROW4310
ROW
4311
SECTION 5U
LOT 1
N.M.P.M.
T 34 N (S.U.L.) R 9 W
S 9U S 4U
S 8U S 5U
AP-TE-8
AP-TE-8A
AP-AC-8
Dallas, TX. 75219
3424 Gillespie St., Apt.#8
Assessor Parcel No. 5905-092-00-465
Title Commitment No. 06539B2016
WD Reception No. 799468
Category 1 - Project No. 84-121 as Reception No. 501232
Tract A of Craig Cattle Company Subdivision
A. Winston Puig
555
670
671
672
673
X322
DEL
DEL
PONDEROSA TREE
36"
PONDEROSA TREE
36"
100'0' 50' 200'
(U.S. Survey feet)
Scale: 1"=100'
7.03
Begin AP-AC-8
End AP-AC-6
AP-RW-8
AP-AC-8
SECTION 8U
NE 1/4 NE 1/4
N.M.P.M.
T 34 N (S.U.L.) R 9 W
S9U 1/16TIE TO NW
AP-RW-8
P.O.B.
16' Wide - Sta. 975+18.17
(AP-AC-8)
Access Control Opening
C =948.65'
Lc =953.17'
Rc =2824.79'
C =975.52'
Lc =980.16'
Rc =2904.79'
1313.69'
1313.70'
US 550 DESIGN ALIGNMENT
PROPOSED BARRIER LINE, typ.
DESIGN ALIGNMENT
FRONTAGE ROAD
(Pt#556-555)
C=1280.14'
Lc=1286.87'
Rc=3630.00'
(Pt#555-554)
C=1101.12'
Lc=1105.39'
Rc=3630.00'
(typical on both sides of US Hwy 550 R.O.W.)
monumented on Project NH 5501-011, 12979
Project FAP 266-E and retraced and
Existing R.O.W. established on formerAP-TE-8A
510
511
615
614
616
619
4108PP
620
30.85'
262.8
5'
45.00'114.82'
PP4117
Rec. No. 500210.
as shown on the Sotebeer Subidivision
30' Wide Access and Utility Easement
AP-TE-7
Lc =50.20'
Rc =2911.00'
332
X
8.6
0'
(Pt#511-512)
C=1132.34'
Lc=1139.33'
Rc=2966.00'
AP-RW-7
(Pt#509-510)
C=399.79'
Lc=400.11'
Rc=2883.00'No. 5905-081-00-464
Assessor Parcel
TRACT C
Sec. 8
U
1/1
6 S
ectio
n Line
TRACT B
No. 5905-081-00-463
Assessor Parcel
AP-TE-9
PP
4109
Lc =38.79'
Rc =2911.00'
618
621
61777.42'
15.0
2'
Category 1 - Project No. 84-27
Sotebeer Subdivision
TRACT A
AP-RW-9
AP-RW-7
AP-TE-7
AP-RW-9
AP-TE-9
S8U/S9U 1/16TIE TO S
P.O.B. AP-RW-9
WATER LINE
EXISTING ACTIVE WATER WELL &
EXISTING LEACH FIELD AREA
TO BE DISTRUBED
IN PLACE AND NOT
LEACH FIELD TO REMAIN
NOTE:
622
623
321.45'
32.3
3'
370.2
2'
(NOT IN USE)
ABANDONED WATER WELL
FR
ONTAGE R
OAD
AP-RW-10
AP-TE-10
Shumway Subdivision
Title Commitment No. 06538B2016
Deed Reception No. 784705
as Reception No. 463253
Shumway Subdivision
Tracts A and B
Carol Cohen Revocable Trust (undivided 1/2 interest)
Richard F. Cohen Revocable Trust (undivided 1/2 interest) and
TRACT B
Durango, CO. 81303
15723 Highway 550 S
5905-081-00-806
Assessor Parcel No. 5905-081-00-805 &
AP-RW-10
AP-TE-10
7.03 of 7.11
Right of Way Plans
Plan Sheet
Durango, CO. 81301
26369 Hwy 160, Unit C
WD Reception No. 1149974
as Reception No. 500210
Cat. 1 - Project No. 84-27
Tracts A,B and C of Michael A. and Elsje M. Sotebeer Subdivision
Richard A. Carlson
4/24/19
105+0
0
110+00
970+00
975+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
9/17/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
US HW
Y 55
0
SECTION 9U
SECTION 8U
and using existing irrigation structures Rec. No. 513991
Subject to easements for the purpose of cleaning, maintaining
conveyed to Tom Givaudon Rec. No. 513991
All rights respect to project water and Florida Farmers Ditch
in BOCC Resolution (Dry Hydrant Program) Rec. No. 684650.
Terms, agreements, provisions, conditions and obligations
Exceptions:
CR 2
20
North B
oundary S
outh
ern Ute In
dia
n R
eserv
atio
n
SECTION 4U
SECTION 5U
SE
CTIO
N 8
U
SE
CTIO
N 5
U
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
NE
W C
R 2
20
Sheet RevisionsDate Description Initials
Lc =7.22'
Rc =756.20'
83.4
3'
65.00'
139.3
7'
126.6
3'
97.06'
155.3
8'
Lc =405.4
4'
Rc =3630.0
0'
281.82'
116.10'
Lc =628.0
5'
Rc =967.0
0'
110.0
5'
40.00'
17
6.7
6'
26.64'
AP-RW-8
AP-TE-8A
AP-RW-8A
AP-8-RM
4204
PP 4110
4206
RM4205
ROW4315
S 9U S 4U
S 8U S 5U
90.56'
AP-AC-8
End
AP-AC-8
547
548
549
550
552
553
554
555
665
666
667
668
669
670
672
X
317
X318
X319
X320
X321
671
PONDEROSA TREE
36"
PONDEROSA TREE
36"
Plan Sheet
Right of Way Plans
7.04
100'0' 50' 200'
(U.S. Survey feet)
Scale: 1"=100'
AP-PE-8
AP-TE-8
DEL
DEL
AP-RW-8
AP-AC-8
AP-TE-8A
Dallas, TX. 75219
3424 Gillespie St., Apt.#8
Assessor Parcel No. 5905-092-00-465
Title Commitment No. 06539B2016
WD Reception No. 799468
Category 1 - Project No. 84-121 as Reception No. 501232
Tract A of Craig Cattle Company Subdivision
A. Winston Puig
(Pt#555-554)
C=1101.12'
Lc=1105.39'
Rc=3630.00'
16' Wide - Sta. 975+18.17
(AP-AC-8)
Access Control Opening
DESIGN ALIGNMENT
FRONTAGE ROAD
FR
ONTAGE R
OAD
1313.69'
US 550 DESIGN ALIGNMENT
1313.70'
SECTION 8U
NE 1/4 NE 1/4
N.M.P.M.
T 34 N (S.U.L.) R 9 W
(typical on both sides of US Hwy 550 R.O.W.)
monumented on Project NH 5501-011, 12979
Project FAP 266-E and retraced and
Existing R.O.W. established on former
Carol Cohen Revocable Trust (undivided 1/2 interest)
Richard F. Cohen Revocable Trust (undivided 1/2 interest) and
SECTION 5U
LOT 1
N.M.P.M.
T 34 N (S.U.L.) R 9 W
AP-8-RM
BARRIER LINE, typ.
PROPOSED
139.3
7'
551
(Pt#551-552)
C=645.77'
Lc =657.38'
Rc =1007.00' (Pt#548-547)
C= 304.83'
Lc =305.74'
Rc =1145.10'
S101/4 S
T 3
4 N (N.U.L.) R
9 W
CR 220 DESIGN ALIGNMENT
S88°
31'4
7"E
536.4
9'
325.3
3'
(Pt#547-546)
413.09'
673
T 3
4 N (S.U.L.) R
9 W
TIE TO SE COR S5U
AP-RW-8A, AP-8-RM
P.O.B.
AP-RW-8A
S5U/S4U
LOT COR
7.04 of 7.11
Rc =3500.00'
Lc =2751.15'
Tc =1451.07'
RE-LOCATION
IRRIGATION DITCH
PROPOSED
STA. 113+00
END CR 220 ALIGNMENT
Rc =1067.00'
Lc =864.64'
Tc =457.64'
9/11/19
9/11/19 Added AP-TE-17A JR
725.6
3'
AP-TE-17A
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
QCD Reception No. 1156681
lying within CR 220
Tract or parcel of land
(Pt#318-548)
C= 199.55'
Lc =199.80'
Rc =1145.10'
617.17'
(Pt.#549-318)
105+0
0
575+00
580+00
585+00
975+00
980+00
985+00
100+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
9/17/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
US H
WY 550
Deed Rec. No. 460769
Rec. No. 463253 and
as shown on the Shumway Subidivision
30' Wide Access and Utility Easement
FR
ONTAGE R
OAD
Sheet RevisionsDate Description Initials
AP-TE-10
AP-RW-10
59.6
2'
72.9
2'
10.0
5'
211.5
1'
PP
4111PP4112
PP
4113ROW4314
ROW4315
512
513
514
624
625
626
627
628
629
630
X329
100'0' 50' 200'
(U.S. Survey feet)
Scale: 1"=100'
Right of Way Plans
Plan Sheet
7.05
370.2
2'
Shumway Subdivision
Title Commitment No. 06538B2016
Deed Reception No. 784705
as Reception No. 463253
Shumway Subdivision
Tracts A and B
Carol Cohen Revocable Trust (undivided 1/2 interest)
Richard F. Cohen Revocable Trust (undivided 1/2 interest) and
TRACT B
Durango, CO. 81303
15723 Highway 550 S
5905-081-00-806
Assessor Parcel No. 5905-081-00-805 &
AP-RW-10
AP-TE-10
DESIGN ALIGNMENT
FRONTAGE ROAD
Durango, CO. 81303
15757 Highway 550 S
Assessor Parcel No. 5905-081-00-385
TRACT A
96.3
7'
132.79'
191.59'
139.8
1'
(Pt#511-512)
C=1132.34'
Lc=1139.33'
Rc=2966.00'
SECTION 8U
NE 1/4 NE 1/4
N.M.P.M.
T 34 N (S.U.L.) R 9 W
T 3
4 N (N.U.L.) R
9 W
T 3
4 N (S.U.L.) R
9 W
(Pt#
512-5
13)
(Pt#513-514)
C = 88.20'
Lc =88.23'
Rc =934.00'
(Pt#
514-5
15)
214.3
2'
515
CR 220 101+29.11
US 550 980+00.00=
CR 220 99+34.33
579+96.16=
FRONTAGE ROAD
LINE, typ.
BARRIER
PROPOSED
1313.70'
C =732.61'
Lc =774.22'
Rc =676.20'
1313.69'
AP-TE-11 DEL
TRACT BTRACT A
AP-TE-11A
HOUSEHOUSE
SHED
AP-RW-11
AP-PE-11 REV
AP-PE-11A
AP-PE-11 REV
AP-RW-11
AP-PE-11A
AP-TE-11A
X
333
407
L2
L3
L1
TIE TO SE COR S5U
AP-PE-11 REV
P.O.B. AP-RW-10, AP-RW-11,
408
409
L4
631
WALL
RETAINING
PROPOSED
X334
L11
PP
4116 BARN
516
L27
L28
L29
L30
X330
X316
639
638
637
NOTE Sheet 7.05A
SEE LAGOON
(Sheet 7.05A)
SEE DETAILS
AP-TE-14
AP-PE-14
AP-RW-14
30' Wide Access Easement
X315
316
X
CR 220
DESIG
N
ALIG
NMENT
(Pt#515-516)
C = 107.49'
Lc =107.54'
Rc =1022.00'
517
Durango, CO. 81303
16073 Highway 550 S
Assessor Parcel No. 5905-054-00-351
Title Commitment No. 06535B2016
WD Reception No. 956552
as Reception No. 439597
Tract A of Hillmeyer and Vance Sub. No. 444
Eagle Block Company, a Colorado Corp.
A. Winston Puig
CR 2
20
321X
X320
553
317
X110.0
5'
325.3
3'
(Pt#547-546)
546
NE
W C
R 2
20
AP-AC-8
End 554
S8
U
S5
U
as tenants in common
Gina Lee Piccoli (undivided 7.15% interest)
Rita Louise Piccoli (undivided 7.15% interest)
Donald Alex Piccoli (undivided 7.14% interest)
Steven Leo Piccoli (undivided 7.14% interest)
James Franklin Piccoli (undivided 7.14% interest)
Janet Maria Piccoli (undivided 7.14% interest)
Jerry T. Piccoli (undivided 57.14% interest)
AP-15-RM
P.O.B. AP-15-RM
4213
End AP-AC-15
REVAP-PE-15
AP-TE-15
AP-RW-15
Durango, CO. 81303
15805 Highway 550 S
5905-054-00-819
Assessor Parcel No. 5905-054-00-818 &
Title Commitment No. 06537B2016
WD Reception No. 644235
as Reception No. 439597
Tract B of Hillmeyer and Vance Sub. No. 444
Roger A. Hillmeyer and J. Susan Hillmeyer
S5U
NE COR LOT 2
SE COR S5U
AP-PE-15 REV
P.O.B.
Hillmeyer (Parcel 11)
AP-AC-15
AP-AC-15
(Pt#516-517)
C=312.59'
Lc=314.00'
Rc=956.00'
AP-15-RM
(Parcel 14)
Eagle Block Company
REV
ROW4312
(typical on both sides of US Hwy 550 R.O.W.)
monumented on Project NH 5501-011, 12979
Project FAP 266-E and retraced and
Existing R.O.W. established on former
TIE TO W 1/16
AP-PE-15B
P.O.B.
US 550 DESIGN ALIGN.
TIE TO SE COR S5U
AP-PE-11A, AP-PE-14
P.O.B.
237.0
1'
153.86'
314X X
313
X
545
AP-PE-15B427426
429
428
Hillmeyer and Vance Sub. No. 444
AP-PE-15B
304
(Pt#561-4213)
(Pt#4
213-304)
295.6
0'
(Pt#
517-518)
7.05 of 7.11
for Line Table
See Sheet 7.05A
373.78'
N45°2'26"E
Rc =3500.00'
Lc =2751.15'
Tc =1451.07'
600.18'
LOT 1 S5U
LOT 2 S5U
12-EX
AC-12
Begin AC-12
End AC-12
ROW
PROPOSED
AP-AC-15
Begin
AC-12
421.0
7'
Rc =756.20'
Lc =297.04'
C =295.13'
138.2
5'
156.24'
561
560
(Pt#546-560)
Tract 5
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
Tract 1
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
ACCESS CONTROL LINE
PROPOSED
EXISTING ROW &
ROW
PROPOSED
X
339
X340
(Pt#
545-544)
400.9
4'
640
116.10'
Lc =7.22'
Rc =756.20'
C=819.28'
Lc=865.80'
Rc=756.20'
Sectio
n 1
0
Sectio
n 5
U
Lot 1
TIE TO SE COR S5U
AP-RW-14 & AP-RW-15
P.O.B.
reserved by CDOT
Access Line to be
CR 220
9/11/19
9/11/19
AP-TE-17A
AP-TE-17A17
4.47'
707
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
Ute In
dia
n R
es.
N. B
oundary S
outh
ern
Dept. of Highways
WEBB PROPERTY
DRIVEWAY TO
PROPOSEDQCD Rec. No. 1155998
(Parcel 12-EX)
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
QCD Reception No. 1156681
lying within CR 220
Tract or parcel of land
65.2
0'
JRAdded AP-TE-17A
69.38'
135.4
2'
51.53'
321.0
7'
725.6
3'
708
709
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
5/1/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
US H
WY 5
50
SE
CTIO
N 8
U
SE
CTIO
N 5
U
Sheet RevisionsDate Description Initials
PP
4111
PP
4112
X
329
100'0' 50' 200'
(U.S. Survey feet)
Scale: 1"=100'
Right of Way Plans
Plan Sheet
515
Durango, CO. 81303
15805 Highway 550 S
5905-054-00-819
Assessor Parcel No. 5905-054-00-818 &
Title Commitment No. 06537B2016
WD Reception No. 644235
as Reception No. 439597
Tract B of Hillmeyer and Vance Subdivision No. 444
Roger A. Hillmeyer and J. Susan Hillmeyer
No. 444
Hillmeyer and Vance Subdivision
AP-TE-11 DEL
TRACT BTRACT A
AP-TE-11A
HOUSEHOUSE
SHED
SHED
AP-PE-11 REV
AP-PE-11A
SHED
AP-PE-11 REV
AP-RW-11
AP-PE-11A
AP-TE-11A
X
333
407
L2
L3
L1
408
409
L4
X334
PP
4116 BARN
516
L27
L28
L29
L30
X330
X316
639
638
637
640
7.05A
Durango, CO. 81303
16073 Highway 550 S
Assessor Parcel No. 5905-054-00-351
Title Commitment No. 06535B2016
WD Reception No. 956552
as Reception No. 439597
Tract A of Hillmeyer and Vance Subdivision No. 444
Eagle Block Company, a Colorado Corp.
AP-TE-14
AP-PE-14
AP-RW-14
PARCELS 11 & 14 DETAILS
Rec. No. 574866
Septic System and Well for Tracts A & B
Maintenance Agreement for Driveway Easement,
Rec. No. 439597.
Hillmeyer and Vance Subdivision
as shown under the
30' Wide Access Easement
SEE NOTE 1:
NOTE 1:
SEE DETAIL "A"
(SEE NOTE 2)
LAGOON AREA
NOTE 2:
San Juan Basin Health Department Permit No. 1985-55
Tracts A & B, Hillmeyer and Vance Subdivision;
On-Site Wastewater Treatment Lagoon for
AP-TE-11A
L16
C2
C1
L12
L11
L14
L15
L13
412
413
695
696
697
411
L10 X
334
AP-PE-11A
415
416
417
4111PP
634
635
636
410
AP-PE-14AP-TE-14
Rec. No. 439597.
Hillmeyer and Vance Subdivision
as shown under the
30' Wide Access EasementAP-PE-11A, AP-PE-14
P.O.B.
PROPOSED R.O.W.
418
DETAIL "A"N.T.S.
516
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
315X
AP-TE-14AP-PE-14
7.05A of 7.11
LOT 1 S5U
LOT 2 S5U
TIE TO SE COR S5U
AP-PE-11A, AP-PE-14
P.O.B.
SHED
ROW
PROPOSED
AP-RW-11
AP-RW-14
L26
410
4/24/19
580+00
585+00
590+0
0
985+00
990+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
5/1/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
US H
WY 5
50
WALL
PROPOSED RETAINING
FRO
NTAG
E R
OAD
Durango, CO. 81303
16073 Highway 550 S
Assessor Parcel No. 5905-053-00-123
Title Commitment No. 06534A2016
Bargain & Sale Deed Reception No. 845359
Lots 2 & 3 Section 5U
as tenants in common
Gina Lee Piccoli (undivided 7.15% interest)
Rita Louise Piccoli (undivided 7.15% interest)
Donald Alex Piccoli (undivided 7.14% interest)
Steven Leo Piccoli (undivided 7.14% interest)
James Franklin Piccoli (undivided 7.14% interest)
Janet Maria Piccoli (undivided 7.14% interest)
Jerry T. Piccoli (undivided 57.14% interest)
SE
CTIO
N 8
U
SE
CTIO
N 5
U
Date Description Initials
Sheet Revisions
AP-TE-15
SECTION 5U
LOT 2
N.M.P.M.
T 34 N (S.U.L.) R 9 W
AP-RW-15
AP-15-RM
AP-PE-15B
AP-PE-15
AP-PE-15A
POND
BLDG
BUSINESS
237.0
1'
L1
L2
L3L5
L6
L7
L8
L13
L16
4111
4213
ROW
4312
ROW 4313
P.O.B. AP-15-RM
4208
AP-AC-15
AP-TE-15
517
518
519
520
521
545
423
424
425
426 427
429
641
645
646 647
648
649
650 651
652
653
656
X
X313
X315
X316
X330
X314
REV
295.6
0'
REV
REV
SIGN
AREA
BLOCK INVENTORY
AND BE PROTECTED
TO REMAIN IN PLACE
WATER WELL
NOTE:
WATER LINE
XISTINGE
AND BE PROTECTED
TO REMAIN IN PLACE
BLOCK INVENTORY
NOTE:
100'0' 50' 200'
(U.S. Survey feet)
Scale: 1"=100'
Right of Way Plans
Plan Sheet
7.06
SECTION 10
SE 1/4 SW 1/4
N.M.P.M.
T 34 N (N.U.L.) R 9 W
NE
W U
S H
WY 550
AP-TE-15
AP-PE-15B
AP-PE-15
AP-AC-15
AP-15-RM
AP-RW-15
REV
REV
AP-PE-15A
L31
L30
L32
L33
642
643
644
L34L35
L36
L37
L38
L39
L4
0
L41
L4
2
L43
L44
L10
L11
L9
L12
C=204.16'
Lc=205.03'
Rc=643.11'
125.60'
419
420
421
(L21)
(Pt#
517-518)
SE COR S5U
AP-PE-15 REV
P.O.B.
S5U
NE COR LOT 2
TIE TO W 1/16 S10
P.O.B. AP-PE-15A
SEE NOTE 1
SEE NOTE 2
Rec. No. 445571
in favor of Mountain States Telephone and Telegraph Co.
remove such communication and other facilities,
16' Wide Easement to construct, operate, maintain and
NOTE 2:
from Don Picolli.
existing overhead electric line and verbal statement
*The location of the Easement is based on the
Rec. No. 840804 and Amended Rec. No. 949321.
TV in favor of La Plata Electric Assoc.
reception of telecommunications signals and cable
of electricity and for the transmission and
10' Wide perpetual Easement for the distribution
NOTE 1:
S101/16 W
(Pt#518-519)
C=148.67'
Lc=148.82'
Rc=966.00'
(Pt#
519-520)
70.8
3'
Begin AP-AC-17
End AP-AC-15
304
C =732.61'
Lc =774.22'
Rc =676.20'
C=819.28'
Lc=865.80'
Rc=756.20'
400.9
4'
(Pt#
545-544)
428
BARRIER LINE, typ.
PROPOSED
(typical on both sides of US Hwy 550 R.O.W.)
monumented on Project NH 5501-011, 12979
Project FAP 266-E and retraced and
Existing R.O.W. established on former
US 550 DESIGN ALIGNMENT
591+19.53
DESIGN ALIGNMENT
END FRONTAGE ROAD
Durango, CO. 81301
89 CR 220
Assessor Parcel No. 5669-104-00-805
Title Commitment No. 06533B2016
QCD Reception No. 965355
LESS Deed conveyed to Highway Dept Bk 309 Pg 243
RESERVING undivided1/2 interest in any oil, gas and mineral
used in connection therewith
TOGETHER with any and all water and water rights
Section 10 T34N R9W (NUL)
W1/2 SE1/4, E1/2 SW1/4 and SW1/4 SW1/4
Tract 1
Marie J. Webb Ranch, LLC (undivided 50% interest)
The M J Mesa, LLC (undivided 50% interest) and
SECTION 10
SW 1/4 SW 1/4
N.M.P.M.
T 34 N (N.U.L.) R 9 W
522
524
544
543
542
(Pt#522-523)
C=180.55'
Lc=180.72'
Rc=1195.00'
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
62.4
0'
114.56'
Lc =402.28'
Rc =842.53'
PONDPOND
119.23'
LAGOON
SEWER
(Pt#542-541)
C=1058.17'
Lc=1129.71'
Rc=907.53'
Lc =538.31'
Rc =907.53'
661
660
662
663
664
TIE TO W 1/16
AP-PE-15B, AP-PE-17
P.O.B.
64.15'
207.88'
255.8
4'
241.05'
L3
L2
L1
L4
430
431
(Pt#544-543)
C =202.35'
Lc =202.73'
Rc =955.00'
Rec. No. 248490 Bk 344 Pg 195
to all from the Florida Ditch Company
and obligations for Water in lateral common
Terms, conditions, provisions, agreements
AP-TE-17
AP-PE-17
REV
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
AP-AC-17
AP-RW-17
AP-16-RM
AP-RW-16
DEL
DEL
AP-AC-17A
AP-AC-17A
AP-AC-17
AP-RW-17
AP-PE-17
AP-TE-17
Hillmeyer (Parcel 11)
TRACT B
(Parcel 14)
Eagle Block Company
TRACT A
332.7
0'
332.7
0'
7.06 of 7.11
LOT 1 S5U
LOT 2 S5U
TIE TO SE COR S5U
AP-RW-14 & AP-RW-15
P.O.B.
DESIGN ALIGNMENT
FRONTAGE ROAD
600.18'
AP-RW-15
AP-RW-14 &
P.O.B.
ROW
PROPOSED
AP-AC-17A REV
Begin
End Barrier Line
Rc =1060.00'
Lc =1737.87'
Tc =1135.45'
Sec. 10
1/16 Section Line
(Pt#520-521)
116.71'
Tract 5
Marie J. Webb Ranch, LLC
The M J Mesa, LLC and
REV
(Pt#304-4
213)
AP-AC-15
Begin
153.86'
561
560End AC-12
7.31'
TIE:
ROW
PROPOSED
CR 2
20
4/24/19
AP-17A-RM 523
AP-17A-RM
India
n R
es.
N. B
oundary S
outh
ern Ute
reserved by CDOT
Access Line to be
590+0
0
990+00
995
+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
5/1/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
Durango, CO. 81303
16073 Highway 550 S
Assessor Parcel No. 5905-053-00-123
Title Commitment No. 06534A2016
Bargain & Sale Deed Reception No. 845359
Lots 2 & 3 Section 5U
as tenants in common
Gina Lee Piccoli (undivided 7.15% interest)
Rita Louise Piccoli (undivided 7.15% interest)
Donald Alex Piccoli (undivided 7.14% interest)
Steven Leo Piccoli (undivided 7.14% interest)
James Franklin Piccoli (undivided 7.14% interest)
Janet Maria Piccoli (undivided 7.14% interest)
Jerry T. Piccoli (undivided 57.14% interest)
North B
oundary S
outh
ern Ute In
dia
n R
eserv
atio
n
SE
CTIO
N 8
U
SE
CTIO
N 5
U
Date Description Initials
Sheet Revisions
SECTION 5U
LOT 2
N.M.P.M.
T 34 N (S.U.L.) R 9 W
AP-PE-15A
L43
L44
L13
L16
L6
L7
L8
L5
L45
BLDG
BUSINESS
ROW
4313
ROW
4316
ROW4323
ROW
4324ROW
4325
FR
ON
TA
GE R
OA
D
519
520
521
423
424
425
652
653
654
655
656
657
AREA
BLOCK INVENTORY
SIGN
100'0' 50' 200'
(U.S. Survey feet)
Scale: 1"=100'
7.07
Right of Way Plans
Plan Sheet
US H
WY 550
SECTION 5U
LOT 3
N.M.P.M.
T 34 N (S.U.L.) R 9 W
NEW U
S HW
Y 55
0
AP-TE-15
AP-PE-15B
AP-PE-15
AP-AC-15
AP-15-RM
AP-RW-15
REV
REV
AP-PE-15A
AND BE PROTECTED
TO REMAIN IN PLACE
BLOCK INVENTORY
NOTE:
from Don Picolli.
existing overhead electric line and verbal statement
*The location of the Easement is based on the
Rec. No. 840804 and Amended Rec. No. 949321.
TV in favor of La Plata Electric Assoc.
reception of telecommunications signals and cable
of electricity and for the transmission and
10' Wide perpetual Easement for the distribution
NOTE 1:
Rec. No. 445571
in favor of Mountain States Telephone and Telegraph Co.
remove such communication and other facilities,
16' Wide Easement to construct, operate, maintain and
NOTE 2:
SEE NOTE 2
591+19.53
DESIGN ALIGNMENT
END FRONTAGE ROAD
114.56'
TIE TO W 1/16 S10
P.O.B. AP-PE-15A
(typical on both sides of US Hwy 550 R.O.W.)
monumented on Project NH 5501-011, 12979
Project FAP 266-E and retraced and
Existing R.O.W. established on former
REVAP-TE-15
T 3
4 N (N.U.L.) R
9 W
T 3
4 N (S.U.L.) R
9 W
SECTION 10
SW 1/4 SW 1/4
N.M.P.M.
T 34 N (N.U.L.) R 9 W
C =242.28'
Lc =243.73'
Rc =643.11'
C =284.08'
Lc =287.18'
Rc =563.11'
(Pt#655-657)
C=241.33'
Lc=242.77'
Rc=643.11'
40.0
0'
C =406.48'
Lc =415.86'
Rc =563.11'
(Pt#656-652)
C=204.16'
Lc=205.03'
Rc=643.11'
(Pt#
519-520)
70.8
3'
(Pt#521-335)
203.07''
Section 10 T34N R9W (NUL)
W1/2 SE1/4, E1/2 SW1/4 and SW1/4 SW1/4
Tract 1
Marie J. Webb Ranch, LLC (undivided 50% interest)
The M J Mesa, LLC (undivided 50% interest) and
RIGHT-OF-WAY
PROPOSED
195.80'
783.8
5'
4322
ROW
Rc =1065.92'
Lc =401.22'
Tc =203.01'
195.80'
7.07 of 7.11
AP-17A-RM
AP-17B-RM
TIE TO W 1/16 S10
P.O.B. AP-17B-RM
AP-AC-17A
AP-AC-17
AP-RW-17
REV
(Pt#522-523)
C=180.55'
Lc=180.72'
Rc=1195.00'
523
524
62.4
0'
AP-AC-17A REV
AP-AC-17
TIE TO W 1/16 S10
P.O.B. AP-17A-RM
522
(Pt#524-525)
C=388.69'
Lc=390.43'
Rc=1195.00'
AP-17B-RM
AP-17A-RM
Section 10 T34N R9W (NUL)
W1/2 SE1/4, E1/2 SW1/4 and SW1/4 SW1/4
Tract 1
Marie J. Webb Ranch, LLC (undivided 50% interest)
The M J Mesa, LLC (undivided 50% interest) and
Rc =1185.92'
Lc =446.39'
Tc =225.87'
AP-RW-17
X335
(Pt#520-521)
116.71'
AP-AC-17A REV
Begin
End Barrier Line
NOTE 1
SEE
Rc =1060.00'
Lc =1737.87'
Tc =1135.45'
US 550 DESIGN ALIGNMENT
reserved by CDOT
Access Line to be
4/24/19
112.15'
995
+00
1000
+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
5/1/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
200'0' 100' 400'
7.08 of 7.11
Rec. No. 248490 Bk 344 Pg 195
Florida Ditch Company
for Water in lateral common to all from the
Terms, conditions, provisions, agreements and obligations
Assessor Parcel No. 5669-103-00-012Title Commitment No. 06533B2016
QCD Reception No. 965355Section 10 T34N R9W (NUL)
lying in and easterly of US 550 (NW 1/4SW1/4)Tract 4
Marie J. Webb Ranch, LLC (undivided 50% interest)The M J Mesa, LLC (undivided 50% interest) and
US H
WY 160
Sheet RevisionsDate Description Initials
58.2
8'
104.52'
AP-AC-17A
Durango, CO. 8130189 CR 220
Assessor Parcel No. 5669-104-00-805Title Commitment No. 06533B2016
QCD Reception No. 965355LESS Deed conveyed to Highway Dept Bk 309 Pg 243
RESERVING undivided1/2 interest in any oil, gas and mineral used in connection therewith
TOGETHER with any and all water and water rightsSection 10 T34N R9W (NUL)
SE1/4, E1/2 SW1/4 and SW1/4 SW1/41/2WTract 1
Marie J. Webb Ranch, LLC (undivided 50% interest)The M J Mesa, LLC (undivided 50% interest) and
AP-18-RM1/1
6 S
ectio
n Line S
ec. 1
0
RO
W
4329
ROW4330
ROW
4331
ROW
4332
ROW
4333
525
526
527
528
X
X308
307
REV
Right of Way Plans
Plan Sheet
7.08
(U.S. Survey feet)Scale: 1"=200'
SECTION 10NW 1/4 SW 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
SECTION 10SW 1/4 SW 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
AP-RW-17
AP-18-RM
AP-AC-17AREV
PI 1000
+16.2
5
C=315.06'
Lc=315.95'
Rc=1212.00'
C=388.69'
Lc=390.43'
Rc=1195.00'
6.90'
Lc =99.87'
Rc =778.51'
20.00'
monumented on Project FC-NH(CX)160-2(048)
Project FAP 265 D and retraced and
Existing R.O.W. established on former
monumented on Project FC-NH(CX)160-2(048)
Project FAP 266 E and retraced and
Existing R.O.W. established on former
Sta. 70+75
Begin Project 266 E
End Project 265 D
Lc =378.98'
Rc =449.26'
(Lc=221.34')
US HW
Y 55
0
783.8
5'
1328.73'
488.0
0'
AP-17B-RM
AP-17B-RM
AP-17A-RM
203.07'
35.60'
35.60'
Rc =1185.92'Lc =446.39'Tc =225.87'
Rc =246.48'Lc =469.19'Tc =345.98'
Rc =366.48'Lc =676.92'Tc =484.85'
Rc =449.26'Lc =157.65'Tc =79.64'
51.2
0'
Rc =1065.92'Lc =401.22'Tc =203.01'
195.80'
195.80'
Rc =563.11'Lc =286.46'Tc =146.40'
40.0
0'Rc =643.11'
Lc =243.09'Tc =123.01'
ROW
4324
ROW4323
ROW
4325
ROW4316
4322
ROW
ROW 4321
ROW 4320
ROW
ROW
4317
4318
ROW
4319
4209
S5
U
S9 S
10 SECTION 10
SECTION 9
AP-17A-RM
298.4
4'
TIE TO W 1/16 S10
P.O.B. AP-17B-RM
657
X 337
X
336
335X
338X
AP-RW-17
Sectio
n 1
0T 3
4 N (N.U.L.) R
9 W
T 3
4 N (S.U.L.) R
9 W
Sectio
n 5
U
Lot 2
Sectio
n 5
U
Lot 3
North B
oundary S
outh
ern Ute In
dia
n R
es.
244.3
1'
TIE:
4/24/19
112.15'
1005+00
1010
+00
1025
+00
1020+00
1015
+00
995
+00
1000
+00
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
5/1/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
200'0' 100' 400'
7.09 of 7.11
and Surface Use Agreement Rec. No. 866521
(As-built Survey) Rec. No. 893700
Supplement to Surface Use Agreement
in favor of BP America Production Company
40' Wide Pipeline Easement and Right of Way
and Surface Use Agreement Rec. No. 866521
(As-built Survey) Rec. No. 893700
Supplement to Surface Use Agreement
in favor of BP America Production Company
20' Wide Easement for Ingress and Egress
Rec. No. 248490 Bk 344 Pg 195
Florida Ditch Company
for Water in lateral common to all from the
Terms, conditions, provisions, agreements and obligations
Assessor Parcel No. 5669-103-00-012Title Commitment No. 06533B2016
QCD Reception No. 965355Section 10 T34N R9W (NUL)
lying in and easterly of US 550 (NW 1/4SW1/4)Tract 4
Marie J. Webb Ranch, LLC (undivided 50% interest)The M J Mesa, LLC (undivided 50% interest) and
WELL PAD
US H
WY 160
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
Sheet RevisionsDate Description Initials
POND
58.2
8'
65.0
0'
435.8
7'
104.52'
246.11'
241.7
8'
1526.2
3'
228.13'
AP-AC-17
AP-16-RM
AP-RW-16
AP-RW-17
AP-AC-18
AP-AC-17A
AP-TE-17
Durango, CO. 8130189 CR 220
Assessor Parcel No. 5669-104-00-805Title Commitment No. 06533B2016
QCD Reception No. 965355LESS Deed conveyed to Highway Dept Bk 309 Pg 243
RESERVING undivided1/2 interest in any oil, gas and mineral used in connection therewith
TOGETHER with any and all water and water rightsSection 10 T34N R9W (NUL)
SE1/4, E1/2 SW1/4 and SW1/4 SW1/41/2WTract 1
Marie J. Webb Ranch, LLC (undivided 50% interest)The M J Mesa, LLC (undivided 50% interest) and
AP-RW-17, AP-RW-18
P.O.B.
AP-AC-17B
AP-18-RM
AP-RW-18
AP-17-RM
1/1
6 S
ectio
n Line S
ec. 1
0
1/16 Section Line Sec. 10
ROW
4326
ROW
4327
ROW
4328
ROW
4329
ROW4330
ROW
4331
ROW
4332
ROW
4333
ROW
4334
ROW
4335
4337
5100
1622
1608
1614
1/4 S
ectio
n Line S
ec. 1
0
S10
COR1/16SW
End AP-AC-18
Begin AP-AC-17B
524
525
526
527
528
530
531
536
537
538
539
540
541
542
559
658
659660
661
X
306
X
X308
X309
X311
X312
529
307
310
DEL
DEL
REV
End AP-AC-17A REV
Begin AP-AC-18
Right of Way Plans
Plan Sheet
7.09
(U.S. Survey feet)Scale: 1"=200'
241.05'
Lc =402.28'Rc =842.53'
Lc =538.31'Rc =907.53'
SECTION 10SE 1/4 SW 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
SECTION 10NE 1/4 SW 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
SECTION 10NW 1/4 SW 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
SECTION 10SW 1/4 SW 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
255.8
4'
US 550 DESIGN ALIGNMENT
Rc =1060.00'Lc =1737.87'Tc =1135.45'
NE
W U
S H
WY 550
398.95'
Rc =4000.00'Lc =1181.19'Tc =594.93'
340.24'
AP-RW-17
AP-17-RM
AP-18-RM
AP-RW-18
AP-AC-17
AP-AC-17AREV
AP-AC-17B
AP-TE-17
AP-AC-18
RETAINING WALL
PROPOSED
RETAINING WALL
PROPOSED
(Pt#542-541)
C=1058.17'
Lc=1129.71'
Rc=907.53'
1594
37.2
3'
763.11' (P
t#536-5
59)
SECTION 10SE 1/4 NW 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
monumented on Project FC-NH(CX)160-2(048)
Project F 022-2(5) and retraced and
Existing R.O.W. established on former
and Rule & Order Case No. 07CV266
Project NH 160A-003
established and monumented under former
Existing R.O.W. and Access Control line
302.44'
318.41'
533
532
ROW
4342
ROW
4343
XROW
4336ROW
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
(Pt#
529-530)
PI 1000
+16.2
5
PI
1016
+12.6
1
(Pt#533-534)
C=864.35'
Lc=865.91'
Rc=4160.00'
(Pt#530-531)
C=822.93'
Lc=824.49'
Rc=3870.00'
(371.2
8')
(64.5
9')
S10 1/16 TIE TO SW
AP-17-RM, AP-18-RM
P.O.B.
381.21'
TIE:
(Pt#528-529)
C=584.59'
Lc=590.63'
Rc=1190.00'
269.3
3'
TIE:
C=315.06'
Lc=315.95'
Rc=1212.00'
C=388.69'
Lc=390.43'
Rc=1195.00'
Sec. 10
1/16 Section Line
298.4
4'
141.64'
339.10'
495.91'
424.56'
Lc =90.17'
Rc =264.63'
Lc =238.07'
Rc =758.51'
Lc =591.49'
Rc =1295.90'
Lc =28.70'
Rc =
1677.90'
6.90'
Lc =99.87'
Rc =778.51'
20.0
0'
monumented on Project FC-NH(CX)160-2(048)
Project FAP 265 D and retraced and
Existing R.O.W. established on former
monumented on Project FC-NH(CX)160-2(048)
Project FAP 266 E and retraced and
Existing R.O.W. established on former
Sta. 70+75
Begin Project 266 E
End Project 265 D
317.21'
TIE:
X
N49°13'49"E
69.13'
(8.10')
Lc =378.98'
Rc =449.26'
(Lc=221.34')
US H
WY 550
AP-17A-RM
POL
AP-17A-RM
341
X
4/24/19
37.3
7'
104
0+00
1035+00
1030+00
1025
+00
1020+00
ST
ST
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
5/1/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
US H
WY 160
302.44'
Sheet RevisionsDate Description Initials
318.41'
302.44'
1292.6
0'
AP-AC-17
AP-RW-17
1/4 S
ectio
n Line S
ec. 1
0
AP-AC-17B
AP-17-RM
1/4 Section Line Sec. 10
1/4 S
ectio
n Line S
ec. 1
0
ROW
4338
ROW
4339
ROW
4340
ROW
4341
ROW
4342
ROW
4343
1622
1637
1632
End AP-AC-17B
531
532
533
534
535
559
200'0' 100' 400'
(U.S. Survey feet)Scale: 1"=200'
7.10 of 7.11 7.10
Plan Sheet
Right of Way Plans
AP-RW-17
AP-17-RM
AP-AC-17
AP-AC-17B
SECTION 10SE 1/4 NW 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
SECTION 10SW 1/4 NE 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
SECTION 10NW 1/4 NE 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
Rec. No. 248490 Bk 344 Pg 195
Florida Ditch Company
for Water in lateral common to all from the
Terms, conditions, provisions, agreements and obligations
Durango, CO. 8130189 CR 220
Assessor Parcel No. 5669-104-00-805Title Commitment No. 06533B2016
QCD Reception No. 965355LESS Deed conveyed to Highway Dept Bk 309 Pg 243
RESERVING undivided1/2 interest in any oil, gas and mineral used in connection therewith
TOGETHER with any and all water and water rightsSection 10 T34N R9W (NUL)
SE1/4, E1/2 SW1/4 and SW1/4 SW1/41/2WTract 1
Marie J. Webb Ranch, LLC (undivided 50% interest)The M J Mesa, LLC (undivided 50% interest) and
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
340.24'
NEW US HW
Y 550
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
RETAINING WALL
PROPOSED
763.11' (P
t#559-5
35)
1526.2
3'
(Pt#535-10
00)
1138.8
8'
(Pt#534-1000)
and Rule & Order Case No. 07CV266
Project NH 160A-003
established and monumented under former
Existing R.O.W. and Access Control line
Project NH 160A-003
established and monumented under former
Existing R.O.W.
monumented on Project FC-NH(CX)160-2(048)
Project F 022-2(5) and retraced and
Existing R.O.W. established on former
Lc =591.49'
Rc =1295.90'
69.13'
N49°13'49"E
495.91'
(Pt#530-531)
C=822.93'
Lc=824.49'
Rc=3870.00'
(Pt#533-534)
C=864.35'
Lc=865.91'
Rc=4160.00'
433.5
8'
190.76'
202.67'
RETAINING WALL
PROPOSED
39.84'
PI
1030+27.5
8
PI 10
39+11.0
1
US 550 DESIGN ALIGNMENT
Rc =4000.00'Lc =972.11'Tc =488.46'
399.7
8'
STA. 1040+87.34ALIGNMENT
END US 550
176.33'
US H
WY 1
60
POL
1070
COR S10 1/4N
4/24/19
104
0+00
1035+00
1030+00
ST
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subset(970) 403-5822 / (719) 590-9111 Fax
www.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
5/1/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
Durango, CO. 8130189 CR 220
Assessor Parcel No. 5669-104-00-805Title Commitment No. 06533B2016
QCD Reception No. 965355LESS Deed conveyed to Highway Dept Bk 309 Pg 243
RESERVING undivided1/2 interest in any oil, gas and mineral used in connection therewith
TOGETHER with any and all water and water rightsSection 10 T34N R9W (NUL)
W1/2SE1/4, E1/2SW1/4 and SW1/4SW1/4Tract 1
Marie J. Webb Ranch, LLC (undivided 50% interest)The M J Mesa, LLC (undivided 50% interest) and
US H
WY 1
60
Sheet RevisionsDate Description Initials
1138.8
8'
1292.6
0'
AP-AC-17
AP-RW-17
1526.2
3'
AP-17-RM1/4 Section Line Sec. 10
1/4 S
ectio
n Line S
ec. 1
0
1/1
6 S
ectio
n Line S
ec. 1
0
S10
NE 1/16 COR
1637
1632
8887
1070AP-AC-17B
End AP-AC-17
535
1000
and Wellpad. Located in the S1/2NE1/4, SE1/4 of Section 10, T34N, R9W
Rec. No. 867342 for the purpose of Access Road, Pipeline,
Webb property and 44 Canyon, LLC recorded under
as specified in the Surface Damages Agreement between the
Terms, conditions, provisions, agreements and obligations
200'0' 100' 400'
(U.S. Survey feet)Scale: 1"=200'
Right of Way Plans
Plan Sheet
7.11 of 7.11 7.11
AP-RW-17
AP-17-RM
AP-AC-17
AP-AC-17B
Rec. No. 248490 Bk 344 Pg 195
Florida Ditch Company
for Water in lateral common to all from the
Terms, conditions, provisions, agreements and obligations
SECTION 10SW 1/4 NE 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
SECTION 10NW 1/4 NE 1/4
N.M.P.M.T 34 N (N.U.L.) R 9 W
US 550 DESIGN ALIGNMENT
NEW U
S HW
Y 550
ACCESS CONTROL LINE
RIGHT-OF-WAY &
PROPOSED
RETAINING WALL
PROPOSED
BLM
PI 10
39+11.0
1
STA. 1040+87.34ALIGNMENT
END US 550
399.7
8'
176.33'
Rc =4000.00'Lc =972.11'Tc =488.46'
PI
1030+27.5
8
End AP-AC-17B
53439.84'
ROW
4338
ROW
4339
Project NH 160A-003
established and monumented under former
Existing R.O.W.
Project NH 160A-003
established and monumented under former
Existing R.O.W. and Access Control line
STATE OF COLORADO
N 1/4 COR S 10
approx. M.P. 16.69
STA. 1034+94.17
END R.O.W. PROJECT FSA 5501-021
Sectio
n 1
0
Sectio
n 3
4/24/19
Phone:970-385-1400 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number:
Project Location:
Project Code: Last Mod. Date Sheet No.Subsetwww.f-w.com
GROUP
1099 Main Ave, Suite 306
DURANGO, CO 81301
9/17/2019
$P
LO
T_IN
FO$
US 550 SOUTH CONNECTION
19378
FSA 5501-021
Sheet RevisionsDate Description Initials
1000'0' 500' 2000'
AP-RW-1
AP-SE-1
US HW
Y 55
0
US H
WY 160
US H
WY 550 (re-alignment)
US HW
Y 55
0
CR 2
20
SECTION 9U
SECTION 8U
S 8U
NE 1/4 SE 1/4
S 8U
SE 1/4 NE 1/4
S 8U
NE 1/4 NE 1/4
S 9U
NW 1/4 NW 1/4
S 9U
SW 1/4 NW 1/4
S 9U
NW 1/4 SW 1/4
S 5U
LOT 1
S 5U
LOT 2
SECTION 4U
SECTION 5U
S 10
SW 1/4 SW 1/4
S 10
NW 1/4 SW 1/4
S 10
NE 1/4 SW 1/4
S 10
SE 1/4 SW 1/4
S 10
SE 1/4 NW 1/4
S 10
SW 1/4 NE 1/4
Durango, CO. 81303
15273 Highway 550 S
Adeline Strength Bryant
AP-TE-3
AP-RW-3
AP-SE-3
AP-SE-5
AP-RW-5
AP-TE-5
AP-RW-11
AP-PE-11
AP-TE-11
AP-PE-11A AP-TE-11A
AP-RW-7
AP-TE-7
AP-TE-7A
AP-RW-9
AP-TE-9
Durango, CO. 81303
16073 Highway 550 S
Eagle Block Company, a Colorado Corp.
AP-RW-14
AP-TE-14
AP-PE-14
Durango, CO. 81303
16073 Highway 550 S
as tenants in common
Gina Lee Piccoli (undivided 7.15% interest)
Rita Louise Piccoli (undivided 7.15% interest)
Donald Alex Piccoli (undivided 7.14% interest)
Steven Leo Piccoli (undivided 7.14% interest)
James Franklin Piccoli (undivided 7.14% interest)
Janet Maria Piccoli (undivided 7.14% interest)
Jerry T. Piccoli (undivided 57.14% interest)AP-RW-15
AP-15-RM
AP-PE-15
AP-PE-15A
AP-PE-15B
AP-AC-15
AP-TE-15
AP-RW-10
AP-TE-10
Durango, CO. 81303
15723 Highway 550 S
(undivided 1/2 interest)
Carol Cohen Revocable Trust
and
(undivided 1/2 interest)
Richard F. Cohen Revocable Trust
Durango, CO. 81301
89 CR 220
Marie J. Webb Ranch, LLC (undivided 50% interest)
The M J Mesa, LLC (undivided 50% interest) and
AP-16-RMAP-RW-16
AP-AC-17
AP-PE-17
AP-TE-17
AP-RW-18
AP-AC-18
AP-AC-17B
AP-17-RM
AP-AC-17A
AP-RW-17
AP-18-RM
Durango, CO. 81303
15248 Highway 550 S
Craig Investments, LLLP
AP-RW-2
AP-TE-2A
AP-AC-2
AP-TE-2
AP-RW-4
AP-AC-4
AP-TE-4
AP-RW-6
AP-AC-6
AP-PE-6
AP-TE-6
AP-TE-6A
Dallas, TX. 75219
3424 Gillespie St.
A. Winston Puig
AP-PE-8
AP-TE-8
AP-RW-8
AP-AC-8
AP-TE-8A
AP-RW-8A
AP-8-RM
AP-RW-1A
XX Parcel Ownership number
3
5 7 9
10
11
14
15
4 6 82
17
18
1
1715
8
18
TO D
UR
AN
GO
TO B
AY
FIE
LD
STATE LINE
TO NEW MEXICO
Durango, CO. 81303
15290 Highway 550 S
Dated June 16, 2014
The Helen Craig Trust
T 34 N (S.U.L.) R 9 W, N.M.P.M. T 34 N (N.U.L.) R 9 W, N.M.P.M.
Durango, CO. 81303
15267 Highway 550 S
(Undivided 50% interest)
Ann M. Grushkin
(Undivided 50% interest) &
Jonas Grushkin
AP-AC-1
AP-TE-1
AP-TE-1A
S 10
SE 1/4
DEL DEL
REV
AP-TE-5A
DEL
REV
DEL
DEL
REV
REV
DEL
REV
AP-5-RM
(970) 403-5822
AP-17A-RM
AP-17B-RM
17
17
DEL
Department of Highways
AC-12
Ownership Sheet
Right of Way Plans
8.01 of 8.01 8.01
(U.S. Survey feet)
Scale: 1"=1000'
S 5U
LOT 3
US H
WY 1
60
North B
oundary S
outh
ern Ute In
dia
n R
eserv
atio
n
SECTION 10
SECTION 9
SECTION 11
SECTION 10
Durango, CO. 81303
15805 Highway 550 S
J. Susan Hillmeyer
Roger A. Hillmeyer and
9/11/19
WEBB RANCH PARCEL
(lying within CR 220)
17 (AP-TE-17A)
Durango, CO. 81301
26369 Hwy 160, Unit C
Richard Carlson
AP-TE-5B
WEBB RANCH PARCEL
9/11/19 JR
Added AP-TE-5B
AP-TE-17A
Added Parcel 12-EX, AP-TE-17A
12-EX