Sheet Revisions Right of Way Plans Colorado Department of

Phone:970-385-1419 FAX:970-385-1410

Colorado Department of Transportation

Suite 300

3803 North Main Avenue

Durango, CO 81301

Region 5 TCJ2P17 of 20

12/03/10 Remove "in favor of..." from 4242-4245’s. SC

1-26-2018

1-26-18

PE-4243, 4244, AC-4244, TE-4244, PE-4244,

MJHRevised 4242, AC-4242, TE-4242, 4243,

AC-4243, TE4243 and deleted PE-4242,

PE-4244A, 4245

Right of Way Plans

Project Number:

Project Location:

Project Location:

Project Code: Last Mod. Date Subset Sheets Sheet No.

16791

Sheet RevisionsDate Description Initials


NH 5501-015

CR 214 North ROW Acquistion

Tabulation of Properties

ENGLEWOOD, COLO. 80112-5125

(303) 925-1400

116 INVERNESS DRIVE EAST #105

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Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ2Q18 of 20

09/08 CHANGED PE 4248 TO TE 4248 SLH

1-26-2018

12/03/10 Removed "in favor of" from 4245-4250’s. SC

Deleted AC-4245, PE-4245, TE-4245, 42461-26-18 MJH

AC-4246, TE-4246, 4248, AC-4248, TE-4248,

4249, AC-4249, AC-4250, TE-4250

Right of Way Plans

Project Number:

Project Location:

Project Location:


16791



NH 5501-015




(303) 925-1400


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Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ2R19 of 201-26-2018

10-12-10 SCCORRECTED REMAINER AREA.

12-03-10 SCRemoved "in favor of" 4256, 4266, 4271’s.

1-26-18 MJHRevised 4271, 4271A, AC-4271, TE-4271,

Added 4271R, AC-4271 R & deleted TE-4271A

Right of Way Plans

Project Number:

Project Location:

Project Location:


16791



NH 5501-015




(303) 925-1400


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Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ2S20 OF 20

09/08 SLH

SC

ADDED PARCEL 4277, AC-4277.

12/03/10 Removed "in favor of" 4275, 4277’s.

1/29/16 Added 4278 AEP

12-21-2018

1-26-18 MJH

PE-4275 to 4275, Revised 4277, AC-4277

and Added 4277R, TE-4277, 4272, AC-4272

2-21-18 MJH

Deleted PE-4272 and changed

Revised TE-4275

4-27-18 MJHAdded TE-4279

12-21-18 MJHADDED TE-4209B, TE-4209C, TE-42010C and

TE-4210D

Right of Way Plans

Project Number:

Project Location:

Project Location:


16791



NH 5501-015




(303) 925-1400


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Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ2T21 OF 21

MJH12-21-18ADDED TE-4210E, TE-4212A, TE-4280, TE-4281

2-22-19

2-22-19 MJHADDED AC-4282

Right of Way Plans

Project Number:

Project Location:

Project Location:


16791



NH 5501-015




(303) 925-1400


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Bottom terrain string in water @ base boulder #1Bottom terrain string for boulder #2

FLOOD PLAIN NO DEFINED TOP OF BANK

Top terrain string for boulder #1Terrain strings in this area @ boulders East of proposed bridge locationTop terrain string for boulder #2

EMERGENCY STOPPING ONLY

BONDAD HILL SALOON

EMERGENCY STOPPING ONLY

1X1-H-NO PRKNG-12/05-M 1X1-H-NO PRKNG-12/05-M

1X1-H-NO PRKNG-12/05-M 1X1-H-NO PRKNG-12/05-M

OIL WELL AREA NOT ACCESSIBLE

pt#8363 note: gas well head Colorado Oil and GasConservation Commission well name : Bryce 1-x

2X2-L-ADOPT A HIGHWAY-NA-M

1X1-H-NO PRKNG-12/05-M

2X2-H-LITTERING FINE-12/00-M

Williams Field Services

1X1-H-NO PRKNG-12/05-M

Williams Field Services (no locates to verify carsonite markers or actual gas line location)

2X2-H-LT LN STRAIGHT RT LN RT-9/01-M

Williams Field Services (no locates on gas line ito verify carsonite markers.)

3X2-H-NO STOPPING OR STANDING-3/06

ELECTRICALLY OPERATED

2X3-H-PASS LANE 1/2 MILE-8/03-M

3 1/2" SPRINKLER PIPE

3X2-H-IGNACIO ->-3/04-M

1.5X2-H-CR 318-NA-U POST


S. end gas locatesw/ no company designation

N. end gas locates without company identification

5X9-H-RT/LT ARROWS-4/01-M POSTS

Williams Field Services (no locates available to verify markers)

3X3-H-DEER CROSSING NEXT 5 MILES-1/03-M

3X4-THRU TRAFFIC KEEP LEFT-H-8/04 -M

4X6-L-NATURE CENTER-NA-W

Williams Field ServicesNO ROUND PEN IN FIELD



3X3-H-LT LN TURN LT RT LN STR-9/01-M

3X4-H-KEEP RT-4/03-M

Williams Field Services (no locates on gas line in field to verify markers!)

SPRINKLER PIVOT POINT

4X4-H-CURVE LT-12/02-M


1.5X2.0-H-CR 310-NA-M3.5X2.5-H-IGNACIO-3/04-M


W. end locates BP Amoco non-potable water

Williams field services


Pin flag locate marked Red Cedar. Williams field Services markers to the W.

E. end Red Cedar pin flag locates

E. end locates BP Amoco non-potable water

3.5X3.5-H-FALLING ROCK-1/03-M

Receiver firmware version=1.300Receiver firmware version=1.300

4X4-H-CURVE RT-1/03-M 4X4-H-S CURVE-1/03-M

1.5X2.0-H-LT ARROW-NA-M

2.0X3.0-H-LT ARROW-1/03-M

2.0X3.0-H-LT ARROW-1/03-M

2X2-H-CAMPING 1/2 MILE-6/03-M

4.5X4.5-H-LANE MERGES LT-1/03-M

N end above ground meter pipe. (no locates on pad)

W. end aerial pipe. No locates provided on pad.

S. end above ground meter run. No locates provided 7-10-07Gas processing equipment on concrete foundation partially exposed

8414-8417 Perimeter of metal skid mount for meter house

#8404 Well head BP America Production co. Brown, Roy gas unit /A/ PLA-6 no.2

Toe slope @ W. edge well padRadio steel structure on conc. pad

#8364 Top center 5’ diameter water tank for separated waste water surrounded by 10’ diam. vertical containment wall approx 2’ h

4.5X4.5-H-STEEP HILL-1/03-M

Top slope string on berm probably above old waste pit

FOLLOWS EOA STOPS AT ARROW SIGNS


Pt.#8571 Gas well head BP America Production CompanySouthern Ute 33-9; 30-1

Valve and riser assembly (above ground). See original mapping for unerground pipes from riser.

Steel bracket for multiple electic breaker boxes and electric meter (Top unit 7.6 above ground)

Pipe above ground to N.

2X3-H-CAMPING-6/03-M

#8489 Pipe below ground to N. and above ground to S.

Electric vault on pad w/ UGE

No lcates on pipeline to South. Above ground pipe to N. through "meter runs"Pipe continues S. No locates provided 7-10-07

Metal building meter house on skids

Emergency shutoff for well pad/ compressor site#8487 Metal bldg gas meter house

#8460 Well head Vastar Resources Inc. Southern Ute 30-2;

Pt.# 8480 gas line continues above ground to the S.

Conc pad w/ metal vault and radio antenna mounted on steelpost. No locates on UGE lines or other utilities#8458-8459 Metal stand 5.6’ tall w/ misc radio or electricEMERGENCY SHUT OFF

Metal bldg on skids for gas meters/ facilities

Conc. pad for radio antennas and breaker box

1.5" AC COLO LS 12027



2X2-L-ADOPT A HWY-NA-M

no visable sign of culvert

1.5" AC COLO LS 12027 --BENT OVER

2X2.5-H-CR 217-NA-U POST

3X3.5-H-60 MPH-1/03-M

8X4-L-COLLISION REPAIR-NA-M

1.5" AC COLO LS 12027

Irrigation center pivot

2.5X3.5-H-55 MPH-1/03-M2.5X3.5-H-60 MPH-1/03-M

1.5" AC COLO LS 12027

MAKES A 90 INTO GROUND

2X1.5-H-SH 550-12/02-M

Sprinkler head at end of irrigation arm

REFINE/BURN OFF BLDG

1.5X2.5-H-CR 215-4/00-U POST

2.5X2.5-H-STOP-1/03-M

4.5X6-L-LEDFORD HORSE CO-NA-W

2.5X3.5-H-RT LN RT LT LN THRU-1/03-M

BURIED IRRIGATION PIPE

3X1.5-H-SH 550-12/99-M

10" PVC GATED PIPE

1.5" AC COLO LS 12027

2X3-H-LT ARROW-1/03-M

3.5X3.5-H-FIRETRUCK-1/03-M



Plant overgrowth in parking area, not currently in use.

EOA continues E. Point inaccessible due to vehicleEOA continues NW appx. 1.5"+-. Point is not accessible due to vehicle.

2X2-H-SCHOOL AHEAD-6/05-M

2X2-H-FINES DBL IN SCH ZN-9/06-M

4X4-H-SCHOOL ZN AHEAD-1/06-M

3X4-H-THRU TRAFF KEEP LT-NA-W

2X3.5-H-40 MPH SCHOOL ZONE-9/06-M2.5X2.5-H-RT LN RT LT LN THRU-1/03-M

3X4-H-55 MPH-10/05-M2X2.5-H-END SCHOOL ZN-9/06-M

1.5X2.0-H-CR 218-4/00-M BURN OFF STRUCTURE

9’ chain link / barbed wire fence around gas well head BP America Short, Lyle, gas unit / A / no.1WELL POINT/ VALVE INSIDE3X3-H-FIRETRUCK-1/03-M SUBMERGED HOLDING TANK

EMERGENCY SHUT DOWN

REFINE UNIT APPROX 4X12gas well head Williams Production Co. bondad 33-9 # 6

BURN OFF UNIT WELL PIT

#1051 E. end gas valve / above ground riser assembly#1053 W. end above ground valve / riser assembly

No water in ditch. Possibly no longer in use.

No water in ditch. Possibly no longer in use.

Old irrigation pump house. Bldg. 4’ high.Headgate apparently not in use. Pipe not accessable, but appears to goto cistern to the southwest.6" diam. cistern head.New irrigation pump house.

2.5X2.5-H-STOP-3/02-M


#1026 Gas continues S. to school bldg

Telephone cabinet on concrete pad.


Williams Field services

2X3-H-END SCHOOL ZN-9/06-M2X4-H-40 MPH SCHOOL ZN-9/06-M

2X2-H-SCHOOL-12/05-M2X0.5-H-LT ARROW-3/06-M

Older gas line on original map in existing ROW

3.5X3.5-H-SCHOOL ZN AHEAD-9/06-M

2X2.5-H-FINES DBL SHOOL ZN-9/06-M

DROP INLET TO PIPE APPROX 6FT DOWN

2X2-L-ADPT A HWY-NA-M

Deleted 8:30:45 AM 6/29/2007

4X4-H-RT TO LT CURVE-12/02-M


Receiver firmware version=0.000Receiver firmware version=3.240

3" inside diameter pipe steel pipe fence around gas valve.Cathodic protection test station

WELL POINT FOR TRACTOR PIVOT

3.5X4-H-55 MPH-10/05-M

2X2.5-H-LT ARROW-1/03-M

#8281 Above ground irrigation pipe over irrigation ditch with air vent approx. 3’ W. No locates to E.Irrigation pipe enters culvert and passes under highway @ this location.W. end of above ground portion of irrigation pipe.

2X2.5-H-RT ARROW-1/03-M

D: 2x2.5-h-lt arrow-1/03-m

2X2.5-H-RT ARROW-1/03-M

#1279 Irrigation line valve (leaning). No locates for water line.#1280 Air vent on irrigation line

1.5X2-H-CURVE LT-1/03-M

1.5X2-H-CURVE RT-1/03-M

2X2-H-CRV. RT.-1/03-M

2X4-H-SPEED 55-1/03-M

HEADWALL DESTROYEDHEADWALL DESTROYEDD: irrig. ditch fades out from here

No Elec Line Running Out

2X4-H-SPEED 60-1/03-M

12 NEWSPAPER BOXESW. end locates @ phone ped


Sprinkler head at end of irrigation arm.

3x4-h-60mph-3/03-m

D: above ground irrig.


ABOVE GRND SPRINKLER



Approx buried water line as described by land owner Phil ????



Approx buried water line as described by land owner Phil ????


D: above ground irrig.D: above ground irrig.

Irrigation center pivot

4’ diameter vertical CSP around irrigation water meter

No locates. Irrigation water valve

2X2-L-CR 214-NA-U POST

2X1-H-LT & RT ARROWS-4/00-U POST1.5X2-H-CR 214-4/00-U POST

Irrigation center pivot on concrete pad

2.5X2.5-H-STOP-1/03-M

east side headwall covered w/asphalt

2X2.5-L-CR 214-NA-U POST3X3-H-NO OUTLET-NA-U POST

2.5X2.5-H-STOP-1/03-M


2X1.5-H-LT & RT ARROWS-4/00-U POST2X2.5-H-CR 214-4/00-U POST

end pivot w/ end cap sprayer

Angle point of pivot arm

Toe slope road platformApproximate CL 12’ gravel road

Fence at edge of existing ROW


Existing ROW fence - ditch topo limit

Irrigation ditch appears to have been abandoned.Randy Wilson claims that ditch was still in use.

Approx center line 15’ drive


Buried wl follows risers(spigot) per land owner

CSP to provide return water to ditch on W. side of road per Randy Wilson

Located as"V" type ditch to the N.

ditch dead ends for flooding field?ditch dead ends for flooding field?

Wooden board for irrigation dirvertion

FL vertical siphon pipe w/ conc. bottom Apparent flow from the northFL 8" PVC pipe = FL siphon

Aerial 8" steel pipe over "main" ditch crossingAerial 8" steel pipe over "main" ditch crossing14" steel pipe for culvert14" steel pipe for culvert

Invert 12" pipe unkown cond

Ditch in severe disrepair

POL FL 15" CSP located by way of hole in top of pipe (note: little to no ground cover to the N. and exposed to the S.

18" PVC under gravel drive

Invert 15" CSP/ screw type headgate FL at 15" Vertical pipeEnd of ditch w/ simple lift type headgate to W.(note: approximately 1’+ of silt built up in ditch at headgate)

Concrete diversion dam wall

Existing ROW fence - limit ditch topo

Concrete diversion dam wallConcrete diversion dam wall

Deformed CSP - Probably 36" elliptical CSP

Flow gauge inside perimeter at FL

Point on line exsting ROW fence. contenues N. inline approximately 17’+-

Large steel frame for chk dam. Wooden gate. Elev. not applicable. Horz location only

Appx Fl - headgate closed -silted shut. Ditch to S. has no flow until receives cross flow frow adjacent ditch to the W.This portion of ditch is not currently being used. Water is being obtained from the adjacent ditch to the W. and diverted by da

Existing ROW fence - limit ditch topo

Ditch is wider to the S. - located as flat bottom ditch

Probably 36" elliptical / deformed w/ top pipe above ground

Appx. 12" steel diversion boxDiversion box not currently in use. Ditch is closed off by plywood /earth dam

New electric meter - no locates

Not curently in use. Ditch also cont. to the S.

Wall continues undergroundWall W. continues undergroundHeadwall for flow gaugeHeadwall for flow gaugeHeadwall for flow gauge

FL Appx - not accessible

Head wall for flow gaugeNew electric meter - no locates

New well 1.25 above ground w/ open trench to W.

CL COUNTY ROAD 302Elev. at CL 15’ wide gravel drive

Landowner is intending to regrade this area some time after this survey

New electric meter - no locatesUnderground electric appears to go SW under ditchNew electric meter - no locates

FL invert appx. (Could not access invert due to water @ headgate)

Dirt and construction debris mound to N. is over "root cellar"Entrance to "root cellar" /wood, tin, conc

String along old foundation

Buried wl follows risers(spigot) per land owner

Existing ROW fence - edge ditch topoDitch topo to ROW fence only

Signs of old foundation apparent in this area

Ditch topo to ROW fence onlyDitch topo to ROW fence only

NW corner wall @ entrance to "root cellar" /wood, tin, conc. Root cellar underground Appx 7.5 E. then 14 N. then 18 W. Cellar n

flow dammed up due to willow overgrowth

Existing ROW fence - ditch topo limit

24" CSP culvert was under water when located.

Ditch topo to ROW fence only

Steel pipe ROW fence - ditch topo limitSteel pipe ROW fence - ditch topo limit

heavy brush for appx 20’ to S.

Ditch topo to ROW fence only

Flow dammed up due to willow overgrowth

Headwall for ditch culvert @S. side drive

CL driveway - did not topo

Water line cont. S. per land owner. Location of thew line is approximate. No locates are available on line

Approx buried water line tee per land owner

abandoned irrigation ditch

Location of irrigation line to S. is Approx. No locates available.

Irrigation pipe cont. on surface in abandoned ditch10" PVC irrigation pipe in 30" CSP for road crossing

Appx point on line of pipe. Acual location/ elevation is unknown. Pipe cont. E. for unknown distance.Buried water line runs south to cr302 about same dist. off row

Fence at edge exstng row

10" PVC irrigation pipe in 30" CSP for road crossing

Appx point on line of pipe (pipe continues for unknown distance and direction. No locates.) Messured point at surface level

Approx angle point of 10" PVC irrigation pipe (No locates - field location determined by excavation disturbance)

Existing ROW fence is ditch topo limit.

Conc. wall flush with surfaceWall is not uniform width.

Existing ROW fence used for limit of ditch topo

Unable to locate FL precisely due to head gate and water depth

Existing ROW fence used for limits ditch topo

Outside edge is appx (ground extends over wall)Inside wall not uniform widthInside wall not uniform widthConc.headwall approx due to being buried

Top irregular conc. headwall

FL 12" PVC surface pipe bridging ditch. (appears to be used to recycle water used on W. side ditch)Outside edge is appx (ground extends over wall)Outside edge is appx (ground extends over wall)

End buried irrigation line follows risers(spigot) per land owner

FL12" PVC surface pipe bridging ditch (appears to be used for recycle irrigation water from W. side ditch)

Appx CL drive - not located

Water line cont. under ground to W.

No locates available to the East. Approx location of line by gas line marker onlyCathodic protection test station.Air vent for pipe line sleave

No locates . Appx. location gas line (only marker located)

Angle point water line @ spigot

BP America. W. end locates field on gas line.BP America non-potable water (no locates to the W.)No locates to the W.

Appx water line location. Water line continues N’ly along house to spigot.

Domestic water well with water line running NW to historic house. Shot top well 1’ above ground.

BP none potable water

No locates. Line shot appx. location. Per landowner.No locates. Line shot appx. +-10-15’. Location. Per landowner. Need locates

No locates. Red Cedar

Ditch dead ends @ corral fenceDitch has not been used for some time but Doug Thurstonsays it has not ben abandoned

#14871 Steel mesh grate on wooden frame for filtering water before underground pipeNW end of 8" PVC. No locates available. Line shot @appx. location per landowner estimation in field.No locates. Line shot appx. locatio (+-10-15’) per landowner estimation. Need locates for better identification

Appx. end CSP damaged size 8-12"+- from ditch. Other end not found.

Pt.#8790 Center pivot

12" PVC w/ portions of top above ground12" PVC w/ portions of top above ground

18" CSV vert. pipe, Bottom of clean out.

Shot @ top pipe corrected to Fl @ ground entranceVert. AP / shot @ top pipe corrected to Fl Champhered headwall/ wingwall for irrigation pipe. Wall continues underground to SE.Top 18" pipe @ road slope

Pt.#8787 End irrigation arm w/ sprayer on end cap

Champhered headwall / wingwalls. Wall continues underground to SW

Spot elev @ Appx CL gravel drive

Appx line locattion, per Doug Thurston.

Line connects to cleanout pipe to westerly, per Doug Thurston.

Line connects to cleanout pipe to easterly, per Doug Thurston.

NAT GAS PUMP AREA

End radius of existing irrigation arm

Line connects to cleanout pipe to southeast, per Doug Thurston.

Pt.#8693 Gas well head: BP America Production CompanyHotter gas unit /A/ No.1

Pt.#8694 4’ Metal fence Pt.#8701 Above ground gas line to NW (no locates to SE)Pt.#8710 W. end above ground gas line (no locates for underground)Pt.#8702 Metal meter building on steel skidsPt.#8712 Metal building on metal skids and conc. pad forFences to cattleguard not located on this survey.Pt#8719 Radio control equipment and solar panel on pad

This gravel berm was built to raise irrigation pivot arm fro clearance over gas facilities. Entire pad is being watered from pi

Modified 9:13:04 AM 8/29/2007Old values 4211.1 4278

Pt.#8684 Gas well head: BP America Production CompanyHotter gas unit /A/ No.2Waste water tank inside fence area not shown on drawing - outside proposed ROW

#8604 Guy anchor for drilling rigs#8612 N. end above ground gas line. (no locates)Pt.#8685 Metal meter building on metal skids#8605 N. end of above ground gas line (no locates)

#8614 Metal bldg metal skids and conc. pad

#8595 Start @ 5’ metal barrier fence.Pt.#8689 Radio antenna structure and solar panels on pad.Land owner waters well pad along with ranch land to N., S. & W. with pivoting sprinkler arm

Berm @ S. end is for elevating irrigation pivot arm over well facilities

Possible gas lines in this area. No locates available but signs in fences ro N. of well pad @ access road

42" CSP Invert elev. approx. due to silting. No visible headwall

42" CSP Invert elev. approx. due to silting. No visible headwall

Underground phone markerUnderground phone marker

Modified 9:12:15 AM 8/29/2007

Appx. invert. Unable to identify pipe size

Existing ROW fence continues North

Unable to locate FL accurately. FL is under water and appears tosupply pond water to the pond 100’-150’ to N.

Small foot/ off highway vehicle bridge

Shot on top exposed CSP

Unable to locate back of headwall due to "slough off" from hwy

Existing ROW fence continues across ditch.

SUBMERGED HOLDING TANK APPROX 12.0 DIAMETER

NATURAL DRAINAGE. NO IRRIGATION

NATURAL DRAINAGE ENDS HERE

TO DURANGO

TO AZTEC, NM

TO BAYFIELD

SCALE 1"=20,000’

XXXX

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

LA PLATA COUNTY, COLORADO

.MR

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Prepared by Woolpert, Inc.

20000’0’ 10000’ 40000’

of the New Mexico Principal Meridian

= NOAA BENCHMARK= NOAA BENCHMARK

CR 214 North ROW Acquisition MP 2.75 TO MP 15.4

DEPARTMENT OF TRANSPORTATION - STATE OF COLORADO

PROJECT CONTROL DIAGRAM


(303) 925-1400


Project Number: NH 5501-015

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CR 214 North ROW AcquisitionProject Location:

Project Location:

Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets

16791 10-15-07 1 of 17 3

Sheet Revisions

mm/yy

Date Description Initials

XXXXXXXX XXX

Project Control Diagram

TITLE SHEET

hard copy.

submitted to the Project Engineer. A Microstation drawing on CD shall accompany the

Control Diagram, signed and sealed by the P.L.S. in responsible charge, shall be

Whenever the contract includes the setting of CDOT Type 2 monuments, a Project 9.

accordingly.

a Contract Modification Order must be negotiated and the cost of the item reduced

the CDOT Survey Manual. If the contractor wishes to reduce the minimum intervals,

The minimum staking intervals for each item are described on the plans or in8.

provisions, and CDOT Survey Manual are fulfilled under this contract.

requirements, as well as any contained in the CDOT specifications, project special

It is ultimately the prime Contractors responsibility to insure that these7.

for review on a monthly basis.

Legible copies of the field books shall be submitted to the Project Engineer6.

horizontal and vertical control shall be documented in the field book.

Control survey procedures, statistical analysis, and accuracy obtained for5.

a positive moisture barrier around the monument box.

caulking between the monument box and the edges of the roadway surface to provide

secured in the roadway surface. The monument box shall be caulked with asphalt

When installing Type 3-A monuments, the aluminum monument box shall be positively4.

roadway be left open overnight.

day that installation is commenced. Under no circumstances shall holes in the

Installation of Type 3 and Type 3-A monuments shall be completed in the same3.

or as directed by the Project Engineer.

posts shall be installed 1 foot from and facing all Type 1 and Type 2 monuments,

All Type 1 and Type 2 monuments shall be set flush with the ground. Witness2.

submitting a bid price.

responsibility to verify the existence and stability of the control monuments before

control monuments listed have been disturbed or obliterated. It is the Contractor’s

the project established by the Division. It is possible that some of the survey

This Project Control Diagram represents the horizontal and vertical control for1.

Construction Surveying and Monumentation Requirements

Project Code 91050. The fieldwork was performed from 8-27-99 to 10-21-99.

Survey Control Diagram created under CDOT Project Number FC-NH(CX) 160-2(48) and

NOTE: This Project Control Diagram is a recreation of the original. It is a copy of the

professional land surveyor hereon named.

drawing is either stated or implied unless this copy bears an original signature of the

NOTE: No guarantee as to the accuracy of the information contained on the attached

from the date of the statement shown.

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 event

NOTE: According to Colorado law you must commence any legal action based upon any

instruments of record, were not included in this control survey.

to easements, rights of way, property boundaries, and restriction, as described in the

and Title Research were not part of this control survey, therefore, easements, rights, and

personnel. The survey is not a complete Boundary Survey. Title Policy, Title Commitment,

NOTE: This control survey is for the use of the Colorado Department of Transportation

3’ X�" dia smooth aluminum rod.

Cap (as shown) on a 3’ X�" dia. finned aluminum security rod on a

CDOT type 2 monuments, a 3�" dia. aluminum control monument.

CM-MP - Control Monuments were set by CDOT Region 5. They were

coordinates was 0.999666972.

NAD ’83 coordinates. The combined elevation/scale factor used to modify the

COORDINATE DATUM: Project coordinates are modified colorado state plane central zone

first order second class benchmark.

standard NGS deep rod monument, with a NAVD 88 elevation of 6449.60ft. B 404 is a

BASIS OF ELEVATIONS: Project is based on a NOAA benchmark B 404 1984, a

Accuracy Reference Network (CHARN).

obtained from a Global Positioning System (GPS) survey based on the Colorado High

BASIS OF BEARING: Bearings used in the calculations of coordinates are based on a grid

SURVEYOR STATEMENT (PROJECT CONTROL DIAGRAM)

Michael J. Harding, PLS No. 38486 Date

not a guaranty or warranty, either expressed or implied.

of practice defined by Colorado Department of Transportation publications. This statement is

based upon my knowledge, information and belief is in accordance with applicable standards

prepared and the field survey it represents was performed under my responsible charge and,

hereby state to the Colorado Department of Transportation this Project Control Diagram was

I, Michael J. Harding , a professional land surveyor licensed in the State of Colorado, do

XXXX

= CDOT TYPE 2

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

LONGITUDE(W)

GEODETIC COORDINATES NAD-83(92) (CHARN)

LATITUDE(N) EASTING (ft)

SCALE

FACTOR

NAD 83/92 ZONE 0503

NORTHING (ft)ANGLE

MAPPING

(NAVD 88)ft

ELEV.

(ADJUSTED FIELD DATA)

GEODETIC COORDINATE SUMMARY TABLE

(ADJUSTED FIELD DATA)

PROJECT COORDINATES

EASTING (ft)

PROJECT COORDINATE SUMMARY TABLE

NORTHING (ft)

POINT NAMEDESCRIPTION DESCRIPTIONELEV.

(NAVD 88)ft

LA PLATA COUNTY, COLORADO

Prepared by Woolpert, Inc.



CR 214 North ROW Acquisition MP 2.75 TO MP 15.4

DEPARTMENT OF TRANSPORTATION - STATE OF COLORADO

PROJECT CONTROL DIAGRAM


(303) 925-1400


POINT NAME

US 550 CM-MP 8.74

US 550 CM-MP 8.48

US 550 CM-MP 8.31

US 550 CM-MP 8.93

US 550 CM-MP 9.75

US 550 CM-MP 9.35

US 550 CM-MP 9.11

US 550 CM-MP 7.28

US 550 CM-MP 7.09

US 550 CM-MP 6.89

US 550 CM-MP 7.40

US 550 CM-MP 8.10

US 550 CM-MP 7.95

US 550 CM-MP 7.58

US 550 CM-MP 12.01

US 550 CM-MP 11.76

US 550 CM-MP 11.57

US 550 CM-MP 12.15

US 550 CM-MP 12.76

US 550 CM-MP 12.55

US 550 CM-MP 12.38

US 550 CM-MP 10.43

US 550 CM-MP 10.11

US 550 CM-MP 9.97

US 550 CM-MP 10.69

US 550 CM-MP 11.35

US 550 CM-MP 11.19

US 550 CM-MP 11.01

US 550 CM-MP 6.71

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II US 550 CM-MP 4.00

US 550 CM-MP 3.75CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

US 550 CM-MP 5.82

US 550 CM-MP 5.65

US 550 CM-MP 5.45

US 550 CM-MP 5.99

US 550 CM-MP 6.58

US 550 CM-MP 6.39

US 550 CM-MP 6.11

US 550 CM-MP 4.53

US 550 CM-MP 4.30

US 550 CM-MP 4.15

US 550 CM-MP 4.80

US 550 CM-MP 5.24

US 550 CM-MP 5.15

US 550 CM-MP 5.01

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

6623.05

6630.24

2314230.12

6605.15

CDOT MON. TYPE II

6594.30

6601.39

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

2313884.71

6632.22

CDOT MON. TYPE II

CDOT MON. TYPE II

US 550 CM-MP 14.81

US 550 CM-MP 14.64

US 550 CM-MP 14.44

US 550 CM-MP 15.12

US 550 CM-MP 15.65

US 550 CM-MP 15.55

US 550 CM-MP 15.30

US 550 CM-MP 13.31

US 550 CM-MP 13.15

US 550 CM-MP 13.01

US 550 CM-MP 13.54

US 550 CM-MP 14.20

US 550 CM-MP 13.70

US 550 CM-MP 13.98

NGS DEEP ROD BM

BENCH MARK DISK

NGS DEEP ROD BM

NGS DEEP ROD BM

CDOT MON. TYPE II

CDOT MON. TYPE II

BENCH MARK DISK

NOAA HARN STA G404

NOAA HARN STA E404

US 550 CM-MP 64.90

NOAA HARN STA K404 RESET

NOAA HARN STA Z403

NOAA HARN STA Y403

2312861.78

2312878.19

2312845.44

2312883.96

2313017.99

2312940.00

2312952.42

2311921.09

2311523.59

2310969.33

2312732.05

2312772.90

2312736.57

2312753.68

2315503.62

2314849.63

2314412.95

2316419.34

2318636.17

2318341.15

2317434.50

2313053.88

2313072.29

2312998.17

2313087.32

2313841.01

2313459.42

2313114.13

2310553.83

2307937.28

2307840.49

2308141.62

2308303.39

2309448.89

2309225.48

2308876.52

2306849.561148554.37

1150113.46 2307293.64

2307932.72

2307609.91

2307472.12

2309759.12

2309723.66

2309701.19

2309780.98

2309964.36

2309826.80

2309843.10

2309652.58

2309505.88

2309474.80

2309662.58

2309726.02

2309647.66

2309603.36

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

2316891.43

2317373.79

2306539.22

NGS DEEP ROD BM

NGS DEEP ROD BM

BENCH MARK DISK

NGS DEEP ROD BM

2318100.01

2318567.13

2318735.95

2317855.40

2309660.23

2312521.44

2307949.57

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

BENCH MARK DISK

NGS DEEP ROD BM

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

1193261.33

1192095.79

1191153.61

2313543.38

2313502.51

2313524.15

2313507.03

1185883.24

1184484.15 2313615.94

1186841.76

1189953.70

1188981.86

1187856.35

2310470.64

2310493.12

2310528.59

2310495.48

2310432.02

2310372.78

2310417.09

2311323.57

2311739.20

2312293.64

2310733.90

2310550.46

2310612.60

2310596.29

2313648.70

1203015.33

1201582.32

1202311.44

1203889.96

1207452.79

1206269.38

1205139.12

1197409.73

1196450.84

1195350.17

1198200.04

1200822.51

1200023.86

1199152.48

2313788.55

2313768.72

2313842.87

2313710.53

2313654.47

2313632.29

2313722.96

1178557.58

1130430.24

1207999.74

1162735.07

1201851.09

1208529.66

1143819.44

1150496.60

1151549.66

1152213.36

1148937.00

2308240.83

2308062.28

2307618.06

1157379.51

1183074.32

1181503.08

1155925.90

1153407.90

1154800.20

1156727.21

1138833.78

6651.66

2312691.28

NOAA BENCHMARK L404

2308910.55

2308701.58

2308378.66

2308609.32

-1°27’24.98733

2309072.38

2308706.14

1180515.89

1160836.34

1159996.80

1159027.61

1161663.59

1164859.34

1164034.00

1162999.32

2310244.18

2310275.26

2310422.01

2310218.26

1157943.07 2309645.70

2309994.78

1174731.24

1173427.46

1172536.62

1175641.04

1179507.85

1177533.04

1176421.52

1167749.49

1166702.46

1165678.67

1168422.87

1171466.28

1170432.74

1169424.27

6065.80

6063.37

6058.59

6066.45

6260.80

6211.92

6135.79

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

6026.42 CDOT MON. TYPE II

CDOT MON. TYPE II

6390.94

6389.49

6387.69

6399.09

6432.17

6426.00

6415.54

6343.14

6324.99

6302.07

6366.26

6382.86

6375.99

6377.03

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

2307307.61

2318145.79

2317663.28

2310429.67

2318627.56

2308718.44

2313291.83 6502.76

5976.63

6728.97

6372.93

6675.77

6729.58

6011.36

2315183.98

2315620.79

2316275.00

2314611.84

1194244.28 2313824.45

2313857.90

2319408.60

2319339.53

2318872.26

2319508.41

2317191.03

2318206.53

2319113.48

6724.00

6519.42

6512.75

6495.86

6513.81

6549.23

6537.19

6533.66

6457.81

6455.41

6447.48

6454.87

6490.24

6483.73

6474.26

6678.21

6677.14

6688.00

6692.50

6710.57

6726.70

6696.45

6567.38

6559.01

6546.37

6577.43

6669.09

6646.57

6588.63

1151166.16

107°51’28.68863"W

107°51’28.64624"W

107°51’28.14494"W

107°51’28.19395"W

107°51’28.59963"W

107°51’28.06110"W

107°51’28.65024"W

107°51’27.96263"W

107°51’37.35806"W

107°51’41.91800"W

107°51’28.00970"W

107°51’28.11326"W

107°51’28.56956"W

107°51’28.52848"W

37°04’31.07832"N

37°04’41.88164"N

37°04’51.51368"N

37°04’25.36638"N

37°03’59.84088"N

37°04’10.88780"N

37°04’18.82944"N

37°05’39.59674"N

37°05’47.70330"N

37°05’57.83853"N

37°05’31.45679"N

37°04’59.81532"N

37°05’07.99671"N

37°05’21.23121"N

107°51’48.51583"W

37°07’45.39947"N

37°08’05.11420"N

37°08’15.07962"N

37°07’34.31779"N

37°07’04.34471"N

37°07’17.37436"N

37°07’26.46762"N

37°09’17.60971"N

37°09’27.64001"N

37°09’38.77781"N

37°09’08.14308"N

37°08’24.82936"N

37°08’40.36312"N

37°08’54.31111"N

107°52’01.55496"W

107°52’01.50944"W

107°52’01.63383"W

107°52’01.11155"W

107°51’53.36011"W

107°52’00.22816"W

107°52’01.64743"W

37°06’34.70940"N

37°06’44.93682"N

37°06’55.50832"N

37°06’24.73967"N

107°52’01.70065"W 37°06’08.17750"N

37°06’14.83643"N

US 550 CM-MP 6.58

US 550 CM-MP 6.39

US 550 CM-MP 6.11

US 550 CM-MP 6.71

US 550 CM-MP 7.28

US 550 CM-MP 7.09

US 550 CM-MP 6.89

US 550 CM-MP 5.01

US 550 CM-MP 5.15

US 550 CM-MP 4.80

US 550 CM-MP 5.24

US 550 CM-MP 5.99

US 550 CM-MP 5.65

US 550 CM-MP 5.45

US 550 CM-MP 9.35

US 550 CM-MP 9.11

US 550 CM-MP 8.93

US 550 CM-MP 9.75

US 550 CM-MP 10.43

US 550 CM-MP 10.11

US 550 CM-MP 9.97

US 550 CM-MP 7.95

US 550 CM-MP 7.58

US 550 CM-MP 7.40

US 550 CM-MP 8.10

US 550 CM-MP 8.74

US 550 CM-MP 8.48

US 550 CM-MP 8.31

US 550 CM-MP 4.53

107°52’16.88918"W

107°52’19.02968"W

107°52’22.63676"W

107°52’20.95579"W

107°52’08.80801"W

107°52’15.70130"W

107°52’20.01298"W

37°03’27.55587"N

37°03’34.14822"N

37°03’46.03192"N

37°03’17.10638"N

107°52’24.12810"W

107°52’25.99919"W

37°03’01.58512"NUS 550 CM-MP 3.75

107°52’01.06692"W

107°52’01.71368"W

US 550 CM-MP 4.00

US 550 CM-MP 5.82

US 550 CM-MP 4.30

US 550 CM-MP 4.15

107°52’02.33251"W

107°52’02.38966"W

107°52’04.84263"W

107°52’02.20773"W

107°52’02.00407"W

107°52’01.01538"W

107°52’00.81539"W

-1°26’46.47179

-1°26’46.77521

-1°26’46.74921

-1°26’46.75166

-1°26’46.38193

-1°26’46.72062

-1°26’46.39030

-1°26’46.35877

-1°26’46.32990

-1°26’52.09285

-1°26’46.67698

-1°26’46.44173

-1°26’46.42229

-1°26’46.70218

-1°26’15.05368

-1°26’22.60832

-1°26’29.40315

-1°26’08.31621

-1°26’07.22132

-1°26’06.48339

-1°26’05.49005

-1°26’46.67488

-1°26’46.66749

-1°26’46.70936

-1°26’44.24192

-1°26’34.20680

-1°26’37.34951

-1°26’41.50150

-1°26’54.88982

-1°27’11.38356

-1°27’15.61175

-1°27’18.25644

-1°27’07.44668

-1°27’07.33509

-1°27’07.41163

-1°27’08.95128

-1°27’20.78057

107°52’30.98645"W

-1°27’21.92825

-1°27’19.86581

-1°27’18.83474

-1°27’16.34037

-1°27’17.65331

-1°27’06.66272

-1°27’06.93470

-1°27’06.90678

-1°27’06.99142

-1°26’58.93678

-1°27’01.90816

-1°27’06.12087

-1°27’07.21017

-1°27’06.60373

-1°27’06.48106

-1°27’07.03205

-1°27’06.98307

-1°27’07.02406

-1°27’06.63534

37°11’02.17639"N

37°11’10.08033"N

37°11’19.63347"N

37°10’52.61587"N

37°10’21.09126"N

37°10’30.79884"N

37°10’41.73399"N

37°11’58.77664"N

37°12’07.51624"N

37°12’19.83405"N

37°11’51.59703"N

37°11’28.35199"N

37°11’36.40592"N

37°11’44.14088"N 107°50’49.28896"W

107°51’00.36668"W

107°51’08.19815"W

107°50’36.97250"W

37°09’48.37699"N

37°10’00.25227"N

37°10’09.55660"N

107°51’28.51301"W

107°51’28.58126"W

107°51’28.04746"W

107°51’28.52506"W

107°51’13.32175"W

107°51’20.09081"W

107°51’24.55856"W

37°12’30.98462"N

107°50’39.65064"W

107°50’43.53958"W -1°26’19.08177

107°52’33.20844"W

107°52’11.63291"W

107°51’30.26649"W

107°52’00.63837"W

-1°27’13.11629

-1°26’12.94489

-1°26’10.98675

-1°26’47.74303

-1°26’16.69638

-1°27’26.35025

-1°27’06.3724837°05’18.62211"N

37°02’10.94333"N

37°12’53.02177"N

37°07’55.67245"N

37°12’42.56173"N

37°12’47.90527"N

36°59’59.00611"N

107°50’24.20329"W

107°50’30.34213"W

107°50’33.53452"W

107°50’23.00023"W

107°50’25.98830"W

107°50’21.38077"W

US 550 CM-MP 10.69

1.000007064

1.000007479

1.000007913

1.000006666

1.000005167

1.000005818

1.000006283

1.000010453

1.000011056

1.000011594

1.000009856

1.000008384

1.000008903

1.000009333

1201450.841.000006916

1.000003429 1208127.18

1178165.09

1162347.84

1143438.52

1.000003695

1.000003974

1.000004580

1.000050607

1.000041583

1.000029442

1.000019910

1.000012235

1.000024753

1.000025360

1.000025965

1.000024133

1.000022182

1.000022962

1.000023494

1.000028642

1.000029279

1.000030108

1.000028136

1.000026373

1.000027008

1.000027634

1.000015164

1.000015704

1.000016498

1.000014594

1.000012755

1.000013422

1.000013963

1.000020516

1.000021173

1.000021639

1.000019355

1.000017302

1.000018203

1.000018772

1169034.82

1170042.96

1171076.15

1168033.75

1165290.47

1166313.92

1167360.60

1176029.74

1177140.88

1179115.04

1175249.52

1172146.14

1173036.68

1174340.02

1156341.99

1156994.07

1157557.44

1155540.95

1151829.64

1153023.79

1154415.62

1162612.01

1163646.34

1164471.41

1161276.72

1158641.62

1159610.49

1160449.75

1180122.75

1200422.61

1201182.16

1201911.04

1199624.22

1197010.96

1197801.01

1198753.13

1207050.68

1207597.44

1130053.77

1205867.66

1202614.70

1203489.03

1204737.78

1186446.51

1187460.76

1188585.90

1185488.30

1181109.61

1182680.32

1184089.68

1193846.57

1194952.09

1196052.38

1192863.94

1189557.41

1190756.93

1191698.79

6302.07

6260.80

6211.92

6324.99

6377.03

6366.26

6343.14

6058.59

6026.42

NOAA HARN STA Z403

6063.37

6135.79

6066.45

6065.80

6447.48

6432.17

6426.00

6455.41

6474.26

6454.87

6457.81

6387.69

6382.86

6375.99

6389.49

6415.54

6399.09

6390.94

NOAA HARN STA Y403

US 550 CM-MP 12.76

US 550 CM-MP 12.55

US 550 CM-MP 12.38

US 550 CM-MP 13.01

US 550 CM-MP 13.54

US 550 CM-MP 13.31

US 550 CM-MP 13.15

US 550 CM-MP 11.35

US 550 CM-MP 11.19

US 550 CM-MP 11.01

US 550 CM-MP 11.57

US 550 CM-MP 12.15

US 550 CM-MP 12.01

US 550 CM-MP 11.76

US 550 CM-MP 15.65

US 550 CM-MP 15.55

US 550 CM-MP 15.30

US 550 CM-MP 64.90

NOAA HARN STA K404 RESET

NOAA HARN STA G404

NOAA HARN STA E404

US 550 CM-MP 14.20

US 550 CM-MP 13.98

US 550 CM-MP 13.70

US 550 CM-MP 14.44

US 550 CM-MP 15.12

US 550 CM-MP 14.81

US 550 CM-MP 14.64

CDOT MON. TYPE II

6729.58

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

CDOT MON. TYPE II

6728.97

6724.00

6710.57

5976.63

6011.36

6372.93

6502.76

1.000032804

1.000033222

1.000033730

1.000032441

1.000030622

1.000031145

1.000031755

1.000037210

1.000038227

CDOT MON. TYPE II

1.000036529

1.000034439

1.000035330

1.000036100

6726.70

6546.37

6549.23

6537.19

6559.01

6588.63

6577.43

6567.38

6495.86

6490.24

6483.73

6512.75

6533.66

6513.81

6519.42

6688.00

6669.09

6651.66

6677.14

6696.45

6692.50

6678.21

6605.15

6601.39

6594.30

6623.05

6646.57

6632.22

6630.24

NOAA BENCHMARK C4041195541.73 NGS DEEP ROD BM2313842.94 NGS DEEP ROD BM



Project Location:


16791 2 of 17 3A


ADDED NOAA MONUMENT C 404 AC


Tabulation of Control Points

FROM FARNSWORTH

37°11’46.91371"N

37°10’43.62294"N 107°51’28.75752"W 6621.78 1.000007940*

* MONUMENT INFORMATION RECIEVED FROM CDOT, NOT FIELD VERRIFIED

NA 1195940.01 2314613.77 6621.78

6675.77

6043.63NOAA BENCHMARK L404

NOAA BENCHMARK C404

6043.63NA NA 6043.63NA NA NGS DEEP ROD BMNGS DEEP ROD BM2305563.73 2306331.801138454.52

6-3-19

#

#

GEODETIC COORDINATES NOT POPULATED

NGS DEEP ROD BM

4-19-19

ADDED MISSING INFO FOR L404

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

US HIG

HWAY 55

0



M.P. 2.75-15.4Project Location:


16791 10-15-07 3 of 17 3B

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


400’0’ 200’

SCALE 1"=400’

800’

6490

CDOT TYPE

2 MON

EL =

5976.6

3

E =

2308

718.

44

N =

11304

30.2

4FOUND:

US 55

0 CM-

MP 64.9

0

6490

EL =

5976.6

3

E =

2308

718.

44

N =

11304

30.2

4

6490

XXXX

= NOAA BENCHMARK= NOAA BENCHMARKXXXX

= CDOT TYPE 2

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

L404

DEEP ROD

MONUMENT

NOAA BENCHMARK

L404

EL =

6043.6

3

E =

2306

331.8

0

N =

11388

33.7

8FOUND:

L404

DEEP ROD

MONUMENT

NOAA BENCHMARK

L404

EL =

6043.6

3

E =

2306

331.8

0

N =

11388

33.7

8FOUND:

US HIG

HWAY 55

0


CR 214 North ROW AcqiositionProject Location:

Project Location:


16791 10-15-07 4 of 17 3C

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


400’0’ 200’

SCALE 1"=400’

800’

L404

XXXX

= NOAA BENCHMARK= NOAA BENCHMARK= NOAA BENCHMARKXXXX

= CDOT TYPE 2

XXXX

= NOAA BENCHMARK

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

DEEP ROD

MONUMENT

NOAA BENCHMARK

K404

EL =

6011.

36

E =

2307

307.

61

N =

11438

19.4

4FOUND:

DEEP ROD

MONUMENT

NOAA BENCHMARK

K404

EL =

6011.

36

E =

2307

307.

61

N =

11438

19.4

4FOUND:

DEEP ROD

MONUMENT

NOAA BENCHMARK

K404

EL =

6011.

36

E =

2307

307.

61

N =

11438

19.4

4FOUND:

K404 R

ESET

K404 R

ESET

K404 R

ESET

US HIGHWAY 550



Project Location:


16791 10-15-07 5 of 17 3D

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


XXXX400’0’ 200’

SCALE 1"=400’

800’

= CDOT TYPE 2

K404

= NOAA BENCHMARK

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

US HIGHWAY 550



Project Location:


16791 10-15-07 6 of 17 3E

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet

COUNTY ROAD

213

COUNTY ROAD

310/

318


(303) 925-1400


400’0’ 200’

SCALE 1"=400’

800’

375

XXXX

CDOT TYPE

2 MON

US 55

0 CM-

MP 3.

75

EL =

6026.4

2

E =

2307

618.

06

N =

11489

37.0

0

CDOT TYPE

2 MON

US 55

0 CM-

MP 4.

00

EL =

6058.5

9

E =

2308

062.

28

N =

11504

96.6

0

CDOT TYPE

2 MON

US 55

0 CM-

MP 4.

15

EL =

6063.3

7

E =

2308

240.

83

N =

11515

49.6

6

CDOT TYPE

2 MON

US 55

0 CM-

MP 4.

30

EL =

6065.8

0

E =

2308

378.

66

N =

11522

13.3

6


FOUND:

FOUND:

FOUND:

FOUND:

375

400

415

430

400

415

430

XXXX

= CDOT TYPE 2

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

US HIGHWAY 550



Project Location:


16791 10-15-07 7 of 17 3F

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


400’0’ 200’

SCALE 1"=400’

800’

XXXX

CDOT TYPE

2 MON

US 55

0 CM-

MP 4.

53

EL =

6066.4

5

E =

2308

701.5

8

N =

11534

07.9

0

CDOT TYPE

2 MON

US 55

0 CM-

MP 4.

80

EL =

6135.7

9

E =

2308

910.

55

N =

11548

00.2

0

CDOT TYPE

2 MON

US 55

0 CM-

MP 5.

01

EL =

6211.

92

E =

2308

609.

32

N =

11559

25.9

0

CDOT TYPE

2 MON

US 55

0 CM-

MP 5.

15

EL =

6260.8

0

E =

2308

706.

14

N =

11567

27.2

1

CDOT TYPE

2 MON

US 55

0 CM-

MP 5.

24

EL =

6302.0

7

E =

2309

072.

38

N =

11573

79.5

1

CDOT TYPE

2 MON

US 55

0 CM-

MP 5.

45

EL =

6324.9

9

E =

2309

645.

70

N =

11579

43.0

7


FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

453

480

501

515

524

545

COUNTY ROAD

310/

318

453

480

501

515

524

545

XXXX

= CDOT TYPE 2

US HIGHWAY 550



Project Location:


16791 10-15-07 8 of 17 3G

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


400’0’ 200’

SCALE 1"=400’

800’

XXXX

CDOT TYPE

2 MON

US 55

0 CM-

MP 5.

65

EL =

6343.14

E =

2309

994.

78

N =

11590

27.6

1

CDOT TYPE

2 MON

US 55

0 CM-

MP 5.

82

EL =

6366.2

6

E =

2310

218.

26

N =

11599

96.8

0

CDOT TYPE

2 MON

US 55

0 CM-

MP 5.

99

EL =

6377.0

3

E =

2310

244.

18

N =

11608

36.3

4

0611

CDOT TYPE

2 MON

US 55

0 CM-

MP 6.

11

EL =

6375.9

9

E =

2310

275.

26

N =

11616

63.5

9 G404

DEEP ROD

MONUMENT

NOAA BENCHMARK

G404

EL =

6372.9

3

E =

2310

429.

67

N =

11627

35.0

7 FOUND:

0639

CDOT TYPE

2 MON

US 55

0 CM-

MP 6.

39

EL =

6382.8

6

E =

2310

422.

01

N =

11629

99.3

2

CDOT TYPE

2 MON

US 55

0 CM-

MP 6.

58

EL =

6387.6

9

E =

2310

432.

02

N =

11640

34.0

0


FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

565

582

599

658

565

582

G404611599

639 658

XXXX

= CDOT TYPE 2

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

US HIGHWAY 550



Project Location:


16791 10-15-07 9 of 17 3H

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet

CO

UN

TY

RO

AD 217

KIR

BY

LA

NE


(303) 925-1400


400’0’ 200’

SCALE 1"=400’

800’

XXXX

CDOT TYPE

2 MON

US 55

0 CM-

MP 6.

58

EL =

6387.6

9

E =

2310

432.

02

N =

11640

34.0

0

CDOT TYPE

2 MON

US 55

0 CM-

MP 6.

71

EL =

6389.4

9

E =

2310

372.

78

N =

11648

59.3

4


FOUND: FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

FOUND:658 67

1 06

89

CDOT TYPE

2 MON

US 55

0 CM-

MP 6.

89

EL =

6390.9

4

E =

2310

417.

09

N =

11656

78.6

7

CDOT TYPE

2 MON

US 55

0 CM-

MP 7.

28

EL =

6415.5

4

E =

2310

470.

64

N =

11677

49.4

9

CDOT TYPE

2 MON

US 55

0 CM-

MP 7.

09

EL =

6399.0

9

E =

2310

495.

48

N =

11667

02.4

6

709

728

CDOT TYPE

2 MON

US 55

0 CM-

MP 7.

40

EL =

6426.0

0

E =

2310

493.

12

N =

11684

22.8

7

740

CDOT TYPE

2 MON

US 55

0 CM-

MP 7.

58

EL =

6432.17

E =

2310

528.

59

N =

11694

24.2

7

758

658

671

689

709728

740

758

XXXX

= CDOT TYPE 2

XXXX

= NOAA BENCHMARK

US HIGHWAY 550

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ



Project Location:


16791 10-15-07 10 of 17 3I

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


CO

UN

TR

YM

EN’S

WA

Y

CO

UNT

Y R

OAD 215

CO

UN

TY

RO

AD 218

XXXX400’0’ 200’

SCALE 1"=400’

800’

= CDOT TYPE 2

CDOT TYPE

2 MON

US 55

0 CM-

MP 8.

48

EL =

6454.8

7

E =

2310

733.

90

N =

11734

27.4

6

CDOT TYPE

2 MON

US 55

0 CM-

MP 8.

74

EL =

6474.2

6

E =

23113

23.5

7

N =

11747

31.2

4

CDOT TYPE

2 MON

US 55

0 CM-

MP 8.

93

EL =

6483.7

3

E =

23117

39.2

0

N =

11756

41.0

4

= NOAA BENCHMARK

FOUND:FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

848

874

893

CDOT TYPE

2 MON

US 55

0 CM-

MP 7.

95

EL =

6447.4

8

E =

2310

550.

46

N =

11704

32.7

4

795

CDOT TYPE

2 MON

US 55

0 CM-

MP 8.

10

EL =

6455.4

1

E =

2310

612.

60

N =

11714

66.2

8 81

0

CDOT TYPE

2 MON

US 55

0 CM-

MP 8.

31

EL =

6457.8

1

E =

2310

596.

29

N =

11725

36.6

2

831

795

848

810831

874

893

XXXX

= NOAA BENCHMARK

US HIGHWAY 550



Project Location:


16791 10-15-07 11 of 17 3J

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


XXXX400’0’ 200’

SCALE 1"=400’

800’

= CDOT TYPE 2

CDOT TYPE

2 MON

US 55

0 CM-

MP 8.

74

CDOT TYPE

2 MON

US 55

0 CM-

MP 8.

93

EL =

6483.7

3

E =

23117

39.2

0

N =

11756

41.0

4

CDOT TYPE

2 MON

US 55

0 CM-

MP 9.

11

EL =

6490.2

4

E =

2312

293.

64

N =

11764

21.5

2

CDOT TYPE

2 MON

US 55

0 CM-

MP 9.

35

EL =

6495.8

6

E =

2312

691.2

8

N =

11775

33.0

4

E404

DEEP ROD

MONUMENT

NOAA BENCHMARK

E404

EL =

6502.7

6

E =

2313

291.8

3

N =

11785

57.5

8 FOUND:

CDOT TYPE

2 MON

US 55

0 CM-

MP 9.

75

EL =

6512.7

5

E =

2313

502.

51

N =

11795

07.8

5

CDOT TYPE

2 MON

US 55

0 CM-

MP 9.

97

EL =

6519.4

2

E =

2313

524.

15

N =

11805

15.8

9

= NOAA BENCHMARK

FOUND:

FOUND:

FOUND:

FOUND:FOUND:

893

911

935

975 99

7

893

911

935

E404

975997

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

US HIGHWAY 550



Project Location:


16791 10-15-07 12 of 17 3K

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet

CO

UN

TY

RO

AD 214

BR

OK

EN

WH

EE

L

DRIV

E (P

RIV

ATE)


(303) 925-1400


400’0’ 200’

SCALE 1"=400’

800’

XXXX

1011

CDOT TYPE

2 MON

US 55

0 CM-

MP 10.11

EL =

6513.8

1

E =

2313

507.

03

N =

11815

03.0

8

1043

CDOT TYPE

2 MON

US 55

0 CM-

MP 10.4

3

EL =

6533.6

6

E =

2313

543.

38

N =

11830

74.3

2

1069

CDOT TYPE

2 MON

US 55

0 CM-

MP 10.6

9

EL =

6537.19

E =

2313

615.

94

N =

11844

84.15

1101

CDOT TYPE

2 MON

US 55

0 CM-

MP 11.

01

EL =

6549.2

3

E =

2313

648.

70

N =

11858

83.2

4 111

9

CDOT TYPE

2 MON

US 55

0 CM-

MP 11.

19

EL =

6546.3

7

E =

2313

632.

29

N =

11868

41.7

6


FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

1011

1043

10691119

1101

XXXX

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

= CDOT TYPE 2

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ



Project Location:


16791 10-15-07 13 of 17 3L

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


CO

UN

TY

RO

AD 302

US HIGHWAY 550

400’0’ 200’

SCALE 1"=400’

800’

XXXX

1119

CDOT TYPE

2 MON

US 55

0 CM-

MP 11.

19

EL =

6546.3

7

E =

2313

632.

29

N =

11868

41.7

6

1135

CDOT TYPE

2 MON

US 55

0 CM-

MP 11.

35

EL =

6559.0

1

E =

2313

654.

47

N =

11878

56.3

5

1157

CDOT TYPE

2 MON

US 55

0 CM-

MP 11.

57

EL =

6567.3

8

E =

2313

722.

96

N =

11889

81.8

6 1176

CDOT TYPE

2 MON

US 55

0 CM-

MP 11.

76

EL =

6577.4

3

E =

2313

710.

53

N =

11899

53.7

0

1201

CDOT TYPE

2 MON

US 55

0 CM-

MP 12.0

1

EL =

6588.6

3

E =

2313

788.

55

N =

119115

3.61

1215

CDOT TYPE

2 MON

US 55

0 CM-

MP 12.15

EL =

6594.3

0

E =

2313

768.

72

N =

11920

95.7

9


FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

FOUND:

11191135

1157 1176

12011215

XXXX

= CDOT TYPE 2

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

US HIGHWAY 550

COUNTY ROAD 219

US HIGHWAY 550


(303) 925-1400




Project Location:


16791 4-19-19 14 of 17 3M

Sheet Revisions

4-19-19


ADDED NOAA BM C 404 AC


Plan Sheet

FROM FARNSWORTH

400’0’ 200’

SCALE 1"=400’

800’

XXXX

1238

CDOT TYPE

2 MON

US 55

0 CM-

MP 12.3

8

EL =

6601.3

9

E =

2313

842.

87

N =

11932

61.3

3

1255

CDOT TYPE

2 MON

US 55

0 CM-

MP 12.5

5

EL =

6605.15

E =

2313

824.

45

N =

11942

44.2

8

1276

CDOT TYPE

2 MON

US 55

0 CM-

MP 12.7

6

EL =

6623.0

5

E =

2313

857.

90

N =

11953

50.17


FOUND:

FOUND:

FOUND:

C 40

4

DEEP ROD

MONUMENT

E =

2313

842.

94

N =

11955

41.7

3

EL =

6621.7

8

C404 PROVIDED

BY CDOT

NOAA BENCHMARK

C404

1301

CDOT TYPE

2 MON

US 55

0 CM-

MP 13.0

1

EL =

6630.2

4

E =

2313

884.

71

N =

11964

50.8

4 FOUND:

1315

CDOT TYPE

2 MON

US 55

0 CM-

MP 13.15

EL =

6632.2

2

E =

2314

230.

12

N =

11974

09.7

3 FOUND:

1331

CDOT TYPE

2 MON

US 55

0 CM-

MP 13.3

1

EL =

6646.5

7

E =

2314

611.8

4

N =

11982

00.0

4 FOUND:

12381255

12761301

1315

1331

1331

XXXX

= CDOT TYPE 2

XXXX

1444

CDOT TYPE

2 MON

US 55

0 CM-

MP 14.4

4

EL =

6678.2

1

E =

2318

206.

53

N =

1202

311.4

4 FOUND:

US HIGHWAY 550

COUNTY ROAD 219

400’0’ 200’

SCALE 1"=400’

800’



Project Location:


16791 10-15-07 15 of 17 3N

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


XXXX

= CDOT TYPE 2

= NOAA BENCHMARK

1331

CDOT TYPE

2 MON

US 55

0 CM-

MP 13.3

1

EL =

6646.5

7

E =

2314

611.8

4

N =

11982

00.0

4 FOUND:

1331

CDOT TYPE

2 MON

US 55

0 CM-

MP 13.3

1

EL =

6646.5

7

E =

2314

611.8

4

N =

11982

00.0

4 FOUND:

1354

CDOT TYPE

2 MON

US 55

0 CM-

MP 13.5

4

EL =

6651.6

6

E =

2315

183.

98

N =

11991

52.4

8 FOUND:

1370

CDOT TYPE

2 MON

US 55

0 CM-

MP 13.7

0

EL =

6669.0

9

E =

2315

620.

79

N =

1200

023.

86 FOUND:

Z403

DEEP ROD

MONUMENT

NOAA BENCHMARK

Z403

EL =

6675.7

7

E =

2317

663.

28

N =

1201

851.0

9 FOUND:

1420

CDOT TYPE

2 MON

US 55

0 CM-

MP 14.2

0

EL =

6677.14

E =

2317

191.0

3

N =

1201

582.

32 FOUND:13

98

CDOT TYPE

2 MON

US 55

0 CM-

MP 13.9

8

EL =

6688.0

0

E =

2316

275.

00

N =

1200

822.

51

FOUND:

1331

1354

1370 Z4031420

1444

1398

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

400’0’ 200’

SCALE 1"=400’

800’

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

1444

CDOT TYPE

2 MON

US 55

0 CM-

MP 14.4

4

EL =

6678.2

1

E =

2318

206.

53

N =

1202

311.4

4 FOUND:

US HIGHWAY 550



Project Location:


16791 10-15-07 16 of 17 3O

Sheet Revisions

mm/yy


XXXXXXXX XXX


Plan Sheet


(303) 925-1400


XXXX

= NOAA BENCHMARKXXXX

= CDOT TYPE 2

Z403

DEEP ROD

MONUMENT

NOAA BENCHMARK

Z403

EL =

6675.7

7

E =

2317

663.

28

N =

1201

851.0

9 FOUND:

1420

CDOT TYPE

2 MON

US 55

0 CM-

MP 14.2

0

EL =

6677.14

E =

2317

191.0

3

N =

1201

582.

32 FOUND:

1464

CDOT TYPE

2 MON

US 55

0 CM-

MP 14.6

4

EL =

6692.5

0

E =

2319

113.4

8

N =

1203

015.

33 FOUND:

1481

CDOT TYPE

2 MON

US 55

0 CM-

MP 14.8

1

EL =

6696.4

5

E =

2319

508.

41

N =

1203

889.

96

FOUND:

1530

CDOT TYPE

2 MON

US 55

0 CM-

MP 15.3

0

EL =

6710.5

7

E =

2319

339.

53

N =

1206

269.

38

NOT FOUND:

1512

CDOT TYPE

2 MON

US 55

0 CM-

MP 15.12

EL =

6726.7

0

E =

2319

408.

60

N =

1205

139.

12

FOUND BUT

DISTURBED:

Z403

1420

1444

1464

1481

1530

1512

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ


(303) 925-1400


US HIG

HWAY 55

0

CO

UN

TY

RO

AD 220

TO HIG

HWAY 16

0



M.P. 2.75-15.4Project Location:


16791 10-15-07 17 of 17 3P

Sheet Revisions

XXXX


XXXX XXX


Plan Sheet

400’0’ 200’

SCALE 1"=400’

800’

1555

CDOT TYPE

2 MON

US 55

0 CM-

MP 15.5

5

EL =

6724.0

0

E =

2318

872.

26

N =

1207

452.

79

FOUND:

1565

CDOT TYPE

2 MON

US 55

0 CM-

MP 15.6

5

EL =

6728.9

7

E =

2318

627.

56

N =

1207

999.

74 FOUND:

Y403

DEEP ROD

MONUMENT

NOAA BENCHMARK

Y403

EL =

6729.5

8

E =

2318

145.

79

N =

1208

529.

66

FOUND:

1555

1565

Y403

(1)

(8) Total Sheets

(5)

(2)

Title Sheet

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

3Q-3U

3Q-TITLE

3V-3W Monument Coordinate Tables

Plan Sheets


Project Number:

Project Location:

Project Code: Last Mod. Date Sheet No.

16791

Land Survey Control Diagram

Title Sheet

10-25-18

Subset

PROJECT LOCATION MAP

PLS No. 38486

WC

11

1

PROPERTY PIN BLM MARKER NOAA MARKER

USGS MARKER BENCH MARK

MONUMENT

SET EASEMENT

EASMENT 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. INDEX OF SHEETS

SURVEYOR STATEMENT (LAND SURVEY CONTROL DIAGRAM)

STATE OF COLORADO

DEPARTMENT OF TRANSPORTATION



features are shown as full weight without screening.

features are shown as screened weight (gray scale). Proposed or new

Department of Transportation M&S Standards Publication. Existing

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

typical survey monument descriptions.

in The Colorado Department of Transportation, M & S Standards for

Refer to the M-629-1 Survey Monuments of the Standard Plans found 4.

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 current3.

were not included in this control survey.

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

Title policy, title commitment, and title research are not part of this2.

or if they are at the corners they are intended to monument.

determine if the found monuments as shown are in their proper position

Transportation purposes only. No determination has been made to

adjoining property and is prepared for the Colorado Department of

This Land Survey Control Diagram is not a boundary survey of the1.

General Notes:

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

either expressed or implied.

Transportation publications. This statement is not a guaranty or warranty,

with applicable standards of practice defined by Colorado Department of

and, based upon my knowledge, information and belief is in accordance

field survey it represents was performed under my responsible charge

Transportation this Land Survey Control Diagram was prepared and the

State of Colorado, do hereby state to the Colorado Department of

I, Michael J. Harding, a professional land surveyor licensed in the

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

NH 5501-015

3Q-TITLE3Q-TITLE of 3W

DateMichael J. Harding

5,280’0’ 2,640’ 10,560’

1" = 5,280 U.S. Survey Feet

14

12

11

13

9U8U7U12U

US HIGHWAY 550

* 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(11) datum.

used to modify the coordinates from state plane to project coordinates is

South Zone NAD ’83/(11) coordinates. The combined elevation/scale factor

COORDINATE DATUM: Project coordinates are modified Colorado State Plane

B 404 is a first order second class benchmark.

standard NGS deep rod monument, with a NAVD 88 elevation of 6449.60ft.

Project is based on a NOAA benchmark B 404 1984, a

Basis of Elevations:

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 N15°53’53"W from CM-MP 0375 to CM-MP 0400.

Basis of Bearings: Bearings used in the calculations of coordinates are based

CR-214

CR-213

CR-2

19

CR-301

CR-302

(303) 925-1401 FAX(303) 925-1400 PHONE

ENGLEWOOD, COLORADO 80112116 INVERNESS DRIVE EAST #105

M.P.: 14.94

Station: 943+29.87

End ROW Project

M.P.: 10.84

Station: 743+88.87

Begin ROW Project

CR 214 North ROW Acquisition

La Plata County, Colorado


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

Sections 8U, 9U, 17-20, 29-32

US HIGHWAY 550 MP 10.84 to 14.94

PRELIMINARY LAND SURVEY CONTROL DIAGRAM

11U

4U5U6U1U2U

.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

.

, R

EC

EP

TIO

N

NU

MB

ER

SU

RV

EY

S

AT

PA

GE

.

SIG

NE

D

.

DE

PT.

T34

N.R

10

W

T34

N.R

9W

24

35

25

19

28

30 29

20

16

21

1718

26

13

23

14

3631 32 33

5087

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ3Q1 of 5

MP 10.84

STA. 743+88.87

NH 5501-015

BEGIN ROW PROJECT

02/17 CRCADDED FOUND MONUMENTS

400’0’ 200’

SCALE 1" = 400’

800’

Control Diagram

Land Survey

Right of Way Plans

Project Number:

Project Location:


16791



NH 5501-015



12-15-2017

(303) 925-1401 FAX(303) 925-1400 PHONE


S1°30’56"W 5310.26’

WC

Found Section Corner Monument

Found 1/4 Section Corner Monument


Found ROW Monument

Found Aliquot Witness Corner Monument

Found Property Corner

LEGEND

CDOT Type 2

US HIGHWAY 550

5510

5509

200050

20004

5

200046

20004

7

200048

20004

9

200052

200053

20004

4

200051

20004220004

3

534

9

5350

5344

5351

5095

534

0

5339

5338

5337

SE1/4 SE1/4 SECTION 30

T34N, R9W OF NMPM

EXISTING R.O.W LINE

T34N, R9W OF NMPM

SW1/4 SW1/4 SECTION 29

T34N, R9W OF NMPM

NW1/4 SW1/4 SECTION 29

NE1/4 SE1/4 SECTION 30

T34N, R9W OF NMPM

SE1/4 NE1/4 SECTION 30

T34N, R9W OF NMPM

T34N, R9W OF NMPM

SW1/4 NW1/4 SECTION 29

NE1/4 NE1/4 SECTION 30

T34N, R9W OF NMPM

NE1/4

SE1/4

SE

CTIO

N 30

NO

RT

H

LIN

E

OF

TH

E

SW/4

NW

1/4

SE

CTIO

N 29

SO

UT

H

LIN

E

OF

TH

E

EXISTING R.O.W LINE

534

3

1341.97’

N1°33’50"E

SE1/4

SE1/4

SE

CTIO

N 30

SO

UT

H

LIN

E

OF

TH

E

SE

CTIO

N

31

SE

CTIO

N

32

SECTION 30

SECTION 29

SW/4

SW

1/4

SE

CTIO

N 29

SO

UT

H

LIN

E

OF

TH

E

SECTION 30 SECTION 19

SE1/4

SE1/4

SE

CTIO

N 19

SO

UT

H

LIN

E

OF

TH

E

SECTION 20

SW

1/4

SW

1/4

SE

CTIO

N 20

SO

UT

H

LIN

E

OF

TH

E

SECTION 29

PP

20100

PP

20100

PP

20200

20500

20300

21300

PP

20800

PP21100

PP21400

1057

78

1057

77

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ3R2 of 5


400’0’ 200’

SCALE 1" = 400’

800’

Control Diagram

Land Survey

Right of Way Plans

Project Number:

Project Location:


16791



NH 5501-015



12-15-2017

(303) 925-1401 FAX(303) 925-1400 PHONE


WC




Found ROW Monument



LEGEND

CDOT Type 2

COUNTY ROAD 219

US HIGHWAY 550

WC5532

20003

2

20003

1

5510

200040

20004

1

200029

200030

200033

20003

4

20003

52

0003

6

200038

200039

200037

53

18

57

81

53

01

5294

53

05

53

07

EXISTING R.O.W LINE

SE1/4

NE1/4

SE

CTIO

N 19

SO

UT

H

LIN

E

OF

TH

E

SE1/4 SE1/4 SECTION 19

T34N, R9W OF NMPM

NE1/4 SE1/4 SECTION 19

T34N, R9W OF NMPM

T34N, R9W OF NMPM

NW1/4 SW1/4 SECTION 20T34N, R9W OF NMPM


SW/4

NW

1/4

SE

CTIO

N 20

SO

UT

H

LIN

E

OF

TH

E

T34N, R9W OF NMPM


T34N, R9W OF NMPM

NW1/4 NW1/4 SECTION 20

T34N, R9W OF NMPM


T34N, R9W OF NMPM

SE1/4 SW1/4 SECTION 17

EXISTING R.O.W LINE

EXIS

TIN

G R.O.W

LIN

E

SW1/4 S

W1/4 SECTIO

N 17

T34N,

R9

W

OF

NMP

M

SE1/4 NE1/4 SECTION 19

T34N, R9W OF NMPM NE1/4 NE1/4 SECTION 19

T34N, R9W OF NMPM

N1° 33’50"E 5355.46’

SW/4

SW

1/4

SE

CTIO

N 17

SO

UT

H

LIN

E

OF

TH

E

SE1/4

SE1/4

SE

CTIO

N 18

SO

UT

H

LIN

E

OF

TH

E

SECTION 19SECTION 18

SECTION 17

SECTION 20

PP

PP

PP

PP

PPPP

21500

21400

21600

21700

22000

2210022200

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ3S3 of 5


Control Diagram

Land Survey

COUNTY ROAD 219

400’0’ 200’

SCALE 1" = 400’

800’

Right of Way Plans

Project Number:

Project Location:


16791



NH 5501-015



12-15-2017

(303) 925-1401 FAX(303) 925-1400 PHONE


WC




Found ROW Monument



LEGEND

CDOT Type 2

US HIGHWAY 550

5540

5541

5550

5542

5544

7107200015

200016

200017

200019

200018

200021

200020

2000

28

200027

2000

29

2000

30

2000

2420

0023

5271

5273

5291

5241

5219

5217

5215

5214

5220

5212

5211

5240

5209

5207

5205

5202

5000

57761

7108

1116

T34N, R9W OF NMPM


T34N, R9W OF NMPM

SE1/4 SW1/4 SECTION 17

T34N, R9W OF NMPM

NE1/4 SW1/4 SECTION 17T34N, R9W OF NMPM

SW1/4 NE1/4 SECTION 17

T34N, R9W OF NMPM

SE1/4 NW1/4 SECTION 17


T34N, R9W OF NMPM

SW1/4 SECTION 17

T34N, R9W OF NMPM NW1/4

NE1/4 NW1/4 SECTION 17

T34N, R9W OF NMPM

NW1/4 NE1/4 SECTION 17

T34N, R9W OF NMPM

T34N, R9W OF NMPM


SW1/4 SE1/4 SECTION 8U

T34N, R9W OF NMPM

SW1/

4

NW1/

4 SECTIO

N 17

SO

UT

H LIN

E OF T

HE

EXISTING R.O.W LINE

EXISTING R.O.W LINE

SE/4

NW1/

4 SECTIO

N 17

SO

UT

H LIN

E OF T

HE

EXISTING R.O.W LINE

1298.5

7’

S1°41’58"W

1289.8

6’

S1°33’10"W

1321.3

2’

N88°4

9’3

5"

W

N88°2

6’5

5"

W 13

17.9

7’

SW/4 S

W1/

4 SECTIO

N 17

SO

UT

H LIN

E

OF T

HE

SE/4 SE1/4 SECTION 8U

SOUTH LINE OF THE

SW/4 SE1/

4 SECTIO

N 8

U

SO

UT

H LIN

E OF T

HE

PP

PP

PP

PP

PP

22000

22100

22200

22300

22400

22500 23000

22800

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ3T4 of 5


400’0’ 200’

SCALE 1" = 400’

800’Control Diagram

Land Survey

Right of Way Plans

Project Number:

Project Location:


16791



NH 5501-015



12-15-2017

(303) 925-1401 FAX(303) 925-1400 PHONE


WC




Found ROW Monument



CDOT Type 2

LEGEND

M.P.: 14.94

Station: 943+29.87

End ROW Project

US HIGHWAY 550

.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

.

, R

EC

EP

TIO

N

NU

MB

ER

SU

RV

EY

S

AT

PA

GE

.

SIG

NE

D

.

DE

PT.

5550

200014

200013

200012

200011

5543

200016

200015

200010200009

200007

200008

200006

200005

200004

200002

200003

200017

5202

5000

57761

1114

5807

14

90

57

75

1113

57

74

1515

57

73

1116

711

5

7107

710

8

710

4

7112

7109

7110

7090

7111

7091

7087

NW1/4 NE1/4 SECTION 17

T34N, R9W OF NMPM

T34N, R9W OF NMPM


SE1/4 SE1/4 SECTION 8U

T34N, R9W OF NMPM

NE1/4 SE1/4 SECTION 8U

T34N, R9W OF NMPM

SE1/4 NE1/4 SECTION 8U

T34N, R9W OF NMPM

SE/4

NE1/4

SE

CTIO

N 8

U

SO

UT

H

LIN

E

OF

TH

E

T34N, R9W OF NMPM

SW1/4 SW1/4 SECTION 9U

T34N, R9W OF NMPM

NW1/4 SW1/4 SECTION 9UT34N, R9W OF NMPM

SW1/4 NW1/4 SECTION 9UT34N, R9W OF NMPM

NW1/4 NW1/4 SECTION 9U

SW/4

SW

1/4

SE

CTIO

N 9

U

SO

UT

H

LIN

E

OF

TH

E

EXISTING R.O.W LINE

NE1/4 NE1/4 SECTION 8U

T34N, R9W OF NMPM

EXISTI

NG R.

O.W

LINE

NW1/4 NE1/4 SECTION 8U

T34N, R9W OF NMPM

SE/4

SE1/4

SE

CTIO

N 8

U

SO

UT

H

LIN

E

OF

TH

E

SECTION 17

SECTION 16

SECTION 8U

SECTION 9USECTION 8U

SECTION 9U

7087

57

72

7087

57

72

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ3U5 of 5

CRC03/17 ADDED FOUND MONUMENTS

400’0’ 200’

SCALE 1" = 400’

800’

Control Diagram

Land Survey

Right of Way Plans

Project Number:

Project Location:


16791



NH 5501-015



12-15-2017

(303) 925-1401 FAX(303) 925-1400 PHONE


3U5 of 5

CRC03/17 ADDED FOUND MONUMENTS

400’0’ 200’

SCALE 1" = 400’

800’

Control Diagram

Land Survey

WC




Found ROW Monument



CDOT Type 2

LEGEND

US HIG

HWAY 55

0

WC




Found ROW Monument



CDOT Type 2

LEGEND

US HIG

HWAY 55

0

WCW

C

6093

60886087

WCW

C

6093

60886087

200002

200003

200000

200001


T34N, R9W OF NMPM


T34N, R9W OF NMPM

EXISTI

NG R.

O.W

LINE

T34N, R9W OF NMPM


SE1/4 SECTION 5U

T34N, R9W OF NMPM

T34

N(S.U.L.)

T34

N(N.U.L.)

RE

SE

RV

ATIO

N

BO

UN

DA

RY

SO

UT

HE

RN

UT

E IN

DIA

N

T34N, R9W OF NMPM


910

5U

200002

200003

200000

200001


T34N, R9W OF NMPM


T34N, R9W OF NMPM

EXISTI

NG R.

O.W

LINE

T34N, R9W OF NMPM


SE1/4 SECTION 5U

T34N, R9W OF NMPM

T34

N(S.U.L.)

T34

N(N.U.L.)

RE

SE

RV

ATIO

N

BO

UN

DA

RY

SO

UT

HE

RN

UT

E IN

DIA

N

T34N, R9W OF NMPM


910

5U

SECTION 8U

SECTION 9U

SECTION 5U

SECTION 4U

SE/4

SE1/4

SE

CTIO

N 5

U

SO

UT

H

LIN

E

OF

TH

E

SE/4

NE1/4

SE

CTIO

N 8

U

NO

RT

H

LIN

E

OF

TH

E

SE

CTIO

N 10

SE

CTIO

N 5

U

SECTION 8U

SECTION 9U

SECTION 5U

SECTION 4U

SE/4

SE1/4

SE

CTIO

N 5

U

SO

UT

H

LIN

E

OF

TH

E

SE/4

NE1/4

SE

CTIO

N 8

U

NO

RT

H

LIN

E

OF

TH

E

SE

CTIO

N 10

SE

CTIO

N 5

U

3V1 of 2

TABULATION OF BOUNDARY EVIDENCE


ADDED FOUND MONUMENTS CRC12/17

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

Right of Way Plans

Project Number:

Project Location:


16791



NH 5501-015



12-15-2017

(303) 925-1401 FAX(303) 925-1400 PHONE


3W2 of 2

TABULATION OF BOUNDARY EVIDENCE


CRCADDED FOUND MONUMENTS12/17

Phone:970-385-1419 FAX:970-385-1410


Suite 300


Durango, CO 81301

Region 5 TCJ

Right of Way Plans

Project Number:

Project Location:


16791



NH 5501-015



12-15-2017

(303) 925-1401 FAX(303) 925-1400 PHONE


Documents

Sheet Revisions Right of Way Plans Colorado Department of