Sheet Revisions Right of Way Plans Colorado Department of ...
Transcript of 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
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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Sheet RevisionsDate Description Initials
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
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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Sheet RevisionsDate Description Initials
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
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
hardin
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3:1
7
PM
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Sheet RevisionsDate Description Initials
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
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
hardin
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3:2
9
PM
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CR 214
North
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Sheet RevisionsDate Description Initials
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
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
hardin
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3:4
3
PM
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Projects\
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CR 214
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Sheet RevisionsDate Description Initials
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
Williams Field Services
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
Williams Field Services
Williams Field Services
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
Williams Field Services
1.5X2.0-H-CR 310-NA-M3.5X2.5-H-IGNACIO-3/04-M
Williams Field Services
W. end locates BP Amoco non-potable water
Williams field services
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
4X4-H-CURVE LT-12/02-M
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
2X3-H-CAMPING-6/03-M
2X3-H-CAMPING-6/03-M
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
2X3-H-LT ARROW-1/03-M
2X3-H-LT ARROW-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
1.5X2-H-CR 218-NA-U POST
#1026 Gas continues S. to school bldg
Telephone cabinet on concrete pad.
1.5X2-H-CR 218-NA-U POST
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
2X2-H-CURVE LT-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
2X2-L-ADOPT A HWY-NA-M
Sprinkler head at end of irrigation arm.
3x4-h-60mph-3/03-m
D: above ground irrig.
D: above ground irrig.
ABOVE GRND SPRINKLER
D: above ground irrig.
D: above ground irrig.
Approx buried water line as described by land owner Phil ????
D: above ground irrig.
D: above ground irrig.
Approx buried water line as described by land owner Phil ????
D: above ground irrig.
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
2X2-L-ADOPT A HWY-NA-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
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
Fence at edge of existing ROW
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
LA PLATA COUNTY, COLORADO
.MR
IC
ONT
L
E
NP
OL MONUME
OST
TX
XX
FT
O
A
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ON
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TRANSPO
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XX
X
X
ATI
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
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
Project Number: NH 5501-015
hardin
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NH 5501-015-
CR 214
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Project Number: NH 5501-015
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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.
of the New Mexico Principal Meridian
Project Number: NH 5501-011
CR 214 North ROW Acquisition MP 2.75 TO MP 15.4
DEPARTMENT OF TRANSPORTATION - STATE OF COLORADO
PROJECT CONTROL DIAGRAM
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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 Number: NH 5501-015
CR 214 North ROW AcquisitionProject Location:
Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets
16791 2 of 17 3A
Sheet RevisionsDate Description Initials
ADDED NOAA MONUMENT C 404 AC
Project Control Diagram
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
US HIG
HWAY 55
0
Project Number: NH 5501-015
CR 214 North ROW AcquisitionProject Location:
M.P. 2.75-15.4Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets
16791 10-15-07 3 of 17 3B
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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
Project Number: NH 5501-015
CR 214 North ROW AcqiositionProject Location:
Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets
16791 10-15-07 4 of 17 3C
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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 Number: NH 5501-015
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 5 of 17 3D
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
XXXX400’0’ 200’
SCALE 1"=400’
800’
= CDOT TYPE 2
K404
= NOAA BENCHMARK
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
US HIGHWAY 550
Project Number: NH 5501-015
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 6 of 17 3E
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
COUNTY ROAD
213
COUNTY ROAD
310/
318
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
= NOAA BENCHMARK= NOAA BENCHMARK
FOUND:
FOUND:
FOUND:
FOUND:
375
400
415
430
400
415
430
XXXX
= CDOT TYPE 2
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
US HIGHWAY 550
Project Number: NH 5501-015
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 7 of 17 3F
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
= NOAA BENCHMARK= NOAA BENCHMARK
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 Number: NH 5501-015
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 8 of 17 3G
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
= NOAA BENCHMARK= NOAA BENCHMARK
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
US HIGHWAY 550
Project Number: NH 5501-015
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 9 of 17 3H
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
CO
UN
TY
RO
AD 217
KIR
BY
LA
NE
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
= NOAA BENCHMARK= NOAA BENCHMARK
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number: NH 5501-015
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 10 of 17 3I
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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 Number: NH 5501-015
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 11 of 17 3J
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
US HIGHWAY 550
Project Number: NH 5501-015
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 12 of 17 3K
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
CO
UN
TY
RO
AD 214
BR
OK
EN
WH
EE
L
DRIV
E (P
RIV
ATE)
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
= NOAA BENCHMARK= NOAA BENCHMARK
FOUND:
FOUND:
FOUND:
FOUND:
FOUND:
1011
1043
10691119
1101
XXXX
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
= CDOT TYPE 2
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Project Number: NH 5501-015
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 13 of 17 3L
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
= NOAA BENCHMARK= NOAA BENCHMARK
FOUND:
FOUND:
FOUND:
FOUND:
FOUND:
FOUND:
11191135
1157 1176
12011215
XXXX
= CDOT TYPE 2
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
US HIGHWAY 550
COUNTY ROAD 219
US HIGHWAY 550
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
Project Number: NH 5501-015
CR 214 North ROW AcquisitionProject Location:
Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets
16791 4-19-19 14 of 17 3M
Sheet Revisions
4-19-19
Date Description Initials
ADDED NOAA BM C 404 AC
Project Control Diagram
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
= NOAA BENCHMARK= NOAA BENCHMARK
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 Number: NH 5501-015
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 15 of 17 3N
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
400’0’ 200’
SCALE 1"=400’
800’
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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 Number: NH 5501-015
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 16 of 17 3O
Sheet Revisions
mm/yy
Date Description Initials
XXXXXXXX XXX
Project Control Diagram
Plan Sheet
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
ENGLEWOOD, COLO. 80112-5125
(303) 925-1400
116 INVERNESS DRIVE EAST #105
US HIG
HWAY 55
0
CO
UN
TY
RO
AD 220
TO HIG
HWAY 16
0
Project Number: NH 5501-015
CR 214 North ROW AcquisitionProject Location:
M.P. 2.75-15.4Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No. Total No. of Sheets
16791 10-15-07 17 of 17 3P
Sheet Revisions
XXXX
Date Description Initials
XXXX XXX
Project Control Diagram
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
Sheet RevisionsDate Description Initials
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
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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
of the New Mexico Principal Meridian
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
NH 5501-015
CR 214 North ROW Acquistion
Land Survey Control Diagram
12-15-2017
(303) 925-1401 FAX(303) 925-1400 PHONE
ENGLEWOOD, COLORADO 80112116 INVERNESS DRIVE EAST #105
S1°30’56"W 5310.26’
WC
Found Section Corner Monument
Found 1/4 Section Corner Monument
Found 1/16 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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ3R2 of 5
02/17 CRCADDED FOUND MONUMENTS
400’0’ 200’
SCALE 1" = 400’
800’
Control Diagram
Land Survey
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
NH 5501-015
CR 214 North ROW Acquistion
Land Survey Control Diagram
12-15-2017
(303) 925-1401 FAX(303) 925-1400 PHONE
ENGLEWOOD, COLORADO 80112116 INVERNESS DRIVE EAST #105
WC
Found Section Corner Monument
Found 1/4 Section Corner Monument
Found 1/16 Section Corner Monument
Found ROW Monument
Found Aliquot Witness Corner Monument
Found Property Corner
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
SW1/4 SW1/4 SECTION 20
SW/4
NW
1/4
SE
CTIO
N 20
SO
UT
H
LIN
E
OF
TH
E
T34N, R9W OF NMPM
SW1/4 NW1/4 SECTION 20
T34N, R9W OF NMPM
NW1/4 NW1/4 SECTION 20
T34N, R9W OF NMPM
SW1/4 SW1/4 SECTION 17
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ3S3 of 5
02/17 CRCADDED FOUND MONUMENTS
Control Diagram
Land Survey
COUNTY ROAD 219
400’0’ 200’
SCALE 1" = 400’
800’
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
NH 5501-015
CR 214 North ROW Acquistion
Land Survey Control Diagram
12-15-2017
(303) 925-1401 FAX(303) 925-1400 PHONE
ENGLEWOOD, COLORADO 80112116 INVERNESS DRIVE EAST #105
WC
Found Section Corner Monument
Found 1/4 Section Corner Monument
Found 1/16 Section Corner Monument
Found ROW Monument
Found Aliquot Witness Corner Monument
Found Property Corner
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
SW1/4 SW1/4 SECTION 17
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
SW1/4 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
NE1/4 NE1/4 SECTION 17
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ3T4 of 5
02/17 CRCADDED FOUND MONUMENTS
400’0’ 200’
SCALE 1" = 400’
800’Control Diagram
Land Survey
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
NH 5501-015
CR 214 North ROW Acquistion
Land Survey Control Diagram
12-15-2017
(303) 925-1401 FAX(303) 925-1400 PHONE
ENGLEWOOD, COLORADO 80112116 INVERNESS DRIVE EAST #105
WC
Found Section Corner Monument
Found 1/4 Section Corner Monument
Found 1/16 Section Corner Monument
Found ROW Monument
Found Aliquot Witness Corner Monument
Found Property Corner
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
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IN
BO
OK
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, R
EC
EP
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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
NE1/4 NE1/4 SECTION 17
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
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
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:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
NH 5501-015
CR 214 North ROW Acquistion
Land Survey Control Diagram
12-15-2017
(303) 925-1401 FAX(303) 925-1400 PHONE
ENGLEWOOD, COLORADO 80112116 INVERNESS DRIVE EAST #105
3U5 of 5
CRC03/17 ADDED FOUND MONUMENTS
400’0’ 200’
SCALE 1" = 400’
800’
Control Diagram
Land Survey
WC
Found Section Corner Monument
Found 1/4 Section Corner Monument
Found 1/16 Section Corner Monument
Found ROW Monument
Found Aliquot Witness Corner Monument
Found Property Corner
CDOT Type 2
LEGEND
US HIG
HWAY 55
0
WC
Found Section Corner Monument
Found 1/4 Section Corner Monument
Found 1/16 Section Corner Monument
Found ROW Monument
Found Aliquot Witness Corner Monument
Found Property Corner
CDOT Type 2
LEGEND
US HIG
HWAY 55
0
WCW
C
6093
60886087
WCW
C
6093
60886087
200002
200003
200000
200001
NW1/4 NE1/4 SECTION 8U
T34N, R9W OF NMPM
NE1/4 NE1/4 SECTION 8U
T34N, R9W OF NMPM
EXISTI
NG R.
O.W
LINE
T34N, R9W OF NMPM
SE1/4 SE1/4 SECTION 5U
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
NW1/4 NW1/4 SECTION 9U
910
5U
200002
200003
200000
200001
NW1/4 NE1/4 SECTION 8U
T34N, R9W OF NMPM
NE1/4 NE1/4 SECTION 8U
T34N, R9W OF NMPM
EXISTI
NG R.
O.W
LINE
T34N, R9W OF NMPM
SE1/4 SE1/4 SECTION 5U
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
NW1/4 NW1/4 SECTION 9U
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
03/17 CRCADDED FOUND MONUMENTS
ADDED FOUND MONUMENTS CRC12/17
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
NH 5501-015
CR 214 North ROW Acquistion
Land Survey Control Diagram
12-15-2017
(303) 925-1401 FAX(303) 925-1400 PHONE
ENGLEWOOD, COLORADO 80112116 INVERNESS DRIVE EAST #105
3W2 of 2
TABULATION OF BOUNDARY EVIDENCE
03/17 CRCADDED FOUND MONUMENTS
CRCADDED FOUND MONUMENTS12/17
Phone:970-385-1419 FAX:970-385-1410
Colorado Department of Transportation
Suite 300
3803 North Main Avenue
Durango, CO 81301
Region 5 TCJ
Right of Way Plans
Project Number:
Project Location:
Project Code: Last Mod. Date Subset Sheets Sheet No.
16791
Sheet RevisionsDate Description Initials
Sheet RevisionsDate Description Initials
NH 5501-015
CR 214 North ROW Acquistion
Land Survey Control Diagram
12-15-2017
(303) 925-1401 FAX(303) 925-1400 PHONE
ENGLEWOOD, COLORADO 80112116 INVERNESS DRIVE EAST #105