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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

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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



Right of Way Plans

Project Number:

Project Location:


19378


2.02

Subset

9/12/2019

$P

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2.02 of 2.07

FSA 5501-021


Phone:970-385-1400 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


DURANGO, CO 81301

9/11/19

9/11/19 Added AP-TE-5B JR



Right of Way Plans

Project Number:

Project Location:


19378


2.03

Subset

4/30/2019

$P

LO

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2.03 of 2.07

FSA 5501-021


Phone:970-385-1400 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


DURANGO, CO 81301

4/24/19



Right of Way Plans

Project Number:

Project Location:


19378


2.04

Subset

4/30/2019

$P

LO

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2.04 of 2.07

FSA 5501-021


Phone:970-385-1400 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


DURANGO, CO 81301

4/24/19



Right of Way Plans

Project Number:

Project Location:


19378


2.05

Subset

9/17/2019

$P

LO

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2.05 of 2.07

FSA 5501-021


Phone:970-385-1400 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


DURANGO, CO 81301

9/11/19



Right of Way Plans

Project Number:

Project Location:


19378


2.06

Subset

4/30/2019

$P

LO

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2.06 of 2.07

FSA 5501-021


Phone:970-385-1400 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


DURANGO, CO 81301

4/24/19



Right of Way Plans

Project Number:

Project Location:


19378


2.07

Subset

9/17/2019

$P

LO

T_IN

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2.07 of 2.07

FSA 5501-021


Phone:970-385-1400 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


DURANGO, CO 81301

9/11/19

9/11/19 Added AP-TE-17A JR


Project Number:

Project Location:


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


4/30/2019

$P

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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


3.02

3.03

(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


DURANGO, CO 81301Phone:970-385-1400 FAX:970-385-1410


Suite 300


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


Project Number:

Project Location:


19378


Subset

3.02


4/30/2019

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3.02 of 3.03

FSA 5501-021

XX

(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP




Suite 300


Durango, CO 81301

Region 5 TCJ


Coordinate Tables

4/24/19

XX


Project Number:

Project Location:



Subset

3.03

Plan Sheet4/30/2019

$P

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3.03 of 3.03

(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP




Suite 300


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


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'


Project Number:

Project Location:


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

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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


(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP




Suite 300


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


Suite 300


Durango, CO 81301

Region 5 TCJ


Project Number:

Project Location:


19378 4.02

Subset

4.02 of 4.04

(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


DURANGO, CO 81301

4/30/2019

$P

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Monument Coordinate Tables

ROW


FSA 5501-021


(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


Suite 300


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


DURANGO, CO 81301

Plan Sheet

4.03

4/30/2019

$P

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FO$


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


Helen Lousie Craig Subdivision


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


(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


Design Alignment

US 550 Frontage Road

STA. 940+23.38BEGIN TRANSITION ALIGNMENT


CR 220 Design Alignment

4/24/19

Phone:970-385-1400 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ


Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

Plan Sheet

4.04

4/30/2019

$P

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FO$

mm/dd/yy XXXXXXXXXXX


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 FAP 266-E and retraced


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 FAP 266-D and retraced


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'



US 550 Design Alignment


Design Alignment

US 550 Frontage Road


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


Suite 300


Durango, CO 81301

Region 5 TCJ



Right of Way Plans

Project Number: FSA 5501-021

Project Location:


19378

Subset

5.01 of 5.01

(970) 403-5822 / (719) 590-9111 Fax

www.f-w.com

GROUP


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:


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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

4/3

0/2019

$P

LO

T_IN

FO$


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) &


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


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


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



QD Reception No. 923749


Lot 3 of Helen Louise Craig Subdivision


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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

9/12/2019

$P

LO

T_IN

FO$


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'


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'


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




Cat. 1 - Project No. 88-107 as Reception No. 572955

Tract B of Ridgeway Subdivision


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


AP-RW-5, AP-SE-5

P.O.B.

Durango, CO. 81303

15290 Highway 550 S




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



QD Reception No. 923749

as Reception No. 467405


Lot 2 of Helen Louise Craig Subdivision


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


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,



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)


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


(Elwood Holdings, LLC)





Tract A of Ridgeway Subdivision

Richard Carlson

Durango, CO. 81301

26369 Hwy 160, Unit C





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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

4/30/2019

$P

LO

T_IN

FO$


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


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





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'



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'




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'


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


Deed Reception No. 784705


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




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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

9/17/2019

$P

LO

T_IN

FO$


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


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





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'


1313.70'

SECTION 8U

NE 1/4 NE 1/4

N.M.P.M.

T 34 N (S.U.L.) R 9 W







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



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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

9/17/2019

$P

LO

T_IN

FO$


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


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


Deed Reception No. 784705


Shumway Subdivision

Tracts A and B



TRACT B

Durango, CO. 81303

15723 Highway 550 S

5905-081-00-806


AP-RW-10

AP-TE-10

DESIGN ALIGNMENT

FRONTAGE ROAD

Durango, CO. 81303

15757 Highway 550 S


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





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





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





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



Tract 1



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





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)






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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

5/1/2019

$P

LO

T_IN

FO$


19378

FSA 5501-021

US H

WY 5

50

SE

CTIO

N 8

U

SE

CTIO

N 5

U


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





Tract B of Hillmeyer and Vance Subdivision No. 444

Roger A. Hillmeyer and J. Susan Hillmeyer

No. 444


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





Tract A of Hillmeyer and Vance Subdivision No. 444


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.


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.


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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

5/1/2019

$P

LO

T_IN

FO$


19378

FSA 5501-021

US H

WY 5

50

WALL

PROPOSED RETAINING

FRO

NTAG

E R

OAD

Durango, CO. 81303

16073 Highway 550 S


Title Commitment No. 06534A2016

Bargain & Sale Deed Reception No. 845359

Lots 2 & 3 Section 5U









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






591+19.53

DESIGN ALIGNMENT

END FRONTAGE ROAD

Durango, CO. 81301

89 CR 220




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



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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

5/1/2019

$P

LO

T_IN

FO$


19378

FSA 5501-021

Durango, CO. 81303

16073 Highway 550 S


Title Commitment No. 06534A2016

Bargain & Sale Deed Reception No. 845359

Lots 2 & 3 Section 5U









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





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''


W1/2 SE1/4, E1/2 SW1/4 and SW1/4 SW1/4

Tract 1



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


W1/2 SE1/4, E1/2 SW1/4 and SW1/4 SW1/4

Tract 1



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'


reserved by CDOT

Access Line to be

4/24/19

112.15'

995

+00

1000

+00

Phone:970-385-1400 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

5/1/2019

$P

LO

T_IN

FO$


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


58.2

8'

104.52'

AP-AC-17A

Durango, CO. 8130189 CR 220


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


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'


Project FAP 265 D and retraced and



Project FAP 266 E and retraced and


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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

5/1/2019

$P

LO

T_IN

FO$


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





QCD Reception No. 965355Section 10 T34N R9W (NUL)

lying in and easterly of US 550 (NW 1/4SW1/4)Tract 4


WELL PAD

US H

WY 160

ACCESS CONTROL LINE

RIGHT-OF-WAY &

PROPOSED


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








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


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'


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





Project NH 160A-003



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'


Project FAP 265 D and retraced and



Project FAP 266 E and retraced and


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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

5/1/2019

$P

LO

T_IN

FO$


19378

FSA 5501-021

US H

WY 160

302.44'


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'


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











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)


Project NH 160A-003



Project NH 160A-003


Existing R.O.W.




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


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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:


www.f-w.com

GROUP


DURANGO, CO 81301

5/1/2019

$P

LO

T_IN

FO$


19378

FSA 5501-021






W1/2SE1/4, E1/2SW1/4 and SW1/4SW1/4Tract 1


US H

WY 1

60


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


200'0' 100' 400'


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




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


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


Existing R.O.W.

Project NH 160A-003



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


Suite 300


Durango, CO 81301

Region 5 TCJ

Project Number:

Project Location:

Project Code: Last Mod. Date Sheet No.Subsetwww.f-w.com

GROUP


DURANGO, CO 81301

9/17/2019

$P

LO

T_IN

FO$


19378

FSA 5501-021


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


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


AP-RW-14

AP-TE-14

AP-PE-14

Durango, CO. 81303

16073 Highway 550 S








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



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


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

sheet revisions · sheet revisions date description initials sheet revisions date description...

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