HomeMy WebLinkAbout1086Colorado Deportment of Transportation Sheet Revisions I Sheet Revisions I Sheet Revisions I —VAN Land Survey Control Diogrom
Date I Description Initials Date Description Initials Date Description Initials
Title Sheet
mm/dd/yy XXXXXXXX XXX mm/ yy xxxxxxxx xxx mm/ yy Xxxxxxxx xxx
222 South 6th Street, Room 100 WOO L P E R T -Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: 1-70 Eagle Interchange Upgrade
Phone: 970-683-6279 FAX: 970-248-7294 ENGLEWOOD COLORADO 80112
(303) 925.14100 PHONE Eagle County, Eagle, CO
Region 3 JEM (303) 925-1401 FAX IlPro iect Coded Lost Mod. Date! Subs2l.,,, Sheet Na.
3�01 F, ISIL
1 16594 1 05-21-2012 1 3
DEPARTMENT OF TRANSPORTATION SHEET NO. INDEX OF SHEETS
SECTION CORNER OUARTER, SIXTEENTH,
AND SECTION CORNERS
11D G Im
QL) I I I <1
SET EASMENT TEMPORARY RIGHT OF WAY
MONLIMIENT EASMENT POINT MARKER
0 0 0 0
BILM PIP NIDAA OUARTIER, SIXTEENTH,
OLM MARKER PROPERTY PIN NOAA MARKER AND SECTION CORNERS
0 0 0
FED wc WC RM Us0Gs
FEDERAL NOWNT WITNESS CORNER BENCH MARK USGS MARKER
0
ROW
LOCAL OR PLSS SECONDARY CONTROL RIGHT OF WAY
MONUMENT MONUMENT MARKER
N 9.88 ON 10.13 ON 10.38
E 3.81 E 3.81 E 3.81
EL 0.00 EL 0.00 EL 0.00
PROJECT CONTROL DENSIFICATION HIGH ACCURACY REFERENCE
MOINUMENIT CONTROL MONUMENT NETWORK CONTROL MOINUMIENT
Note: For a complete listing of symbolo1gy used within this set of
plans, please refer to the M-100-1 Standard Symbols of the Colorado
Deportment of Transportation M&S Standards Publication doted July
2006. Existing features ore shown as screened weight (groy scale).
Proposed or new features ore shown as full weight without screening.
b
General Notes:
1. This Land Survey Control Diagram is not a boundary survey of the
adjoining property and is prepared for the Colorado Deportment of
Transportation purposes only. No determination has been mode to
determine if the found monuments as shown ore in their proper position
15 1 or if they ore at the corners they are intended to monument.
2. Title policy, title commitment, and title research ore not port of this
survey, therefore easements, rights, and restrictions of record were
not researched and ore not shown on this diagram. The verification of
0 the physical evidence with relotion to easements, rights of ways, property
E boundaries, and restrictions, as described in the instruments of record,
were not included in this control survey.
3. This plan set is subject to change and may not be the most current
set. It is the user's responsibility to verify with COOT that this set is
the most current. The information contained on the attached drawing
is not valid unless this copy bears on original signature of the
Professional Land Surveyor hereon named.
a
c
4. Refer to the M-629-1 Survey Monuments of the Standard Plans doted
July, 2006 found in The Colorado Deportment of Transportation, M & S
Standards for typicol survey monument descriptions.
IR
0
STATE OF COLORADO
LAND SURVEY CONTROL DIAGRAM
PROJECT NO. C 702-278
STATE HIGHWAY NO. 1-70F (EBY CR. RD.)
EAGLE COUNTY
RIGHT OF WAY PROJECT CODE NO, 16594
Sections 32 and 33 and Tracts 45 and 68,
Township 4 South, Range 84 West
of the 6th Principle Meridian
. .. .......
3.01 (1) Title Sheet
3.02 (1) Control Coordinate Tables
3.03 (1) Monument Coordinate Tables
3.04 (1) Pion Sheet
(4) Toto[Sheets
BASIS OF BEARING:
Basis of Bearings: All bearings are based on line 1-2 of Tract 45 of Sections
32 & 33. Said line bears S. 89* 06'56" W. and is monumented at corner No.1
by a 2 1/2 inch standard GLO Bross Cap and stomped -T4S R84W, I-TR45,
TR71, 1918-. Said line is monumented at corner No. 2 by a Witness Corner
lying 46 feet west and online from corner No.2, said monument being a 2 1/2 inch
Aluminum Cop and stomped -MEYER LAND SYSTEMS, T4S R84W, S32 46WC,
5-TR68, I-TR67, 2-TR45, PLS 26967,1999-.
BASIS OF ELEVATION:
Differential levels were run between oll set control points shown
hereon holding Verticol NGS point F 480, o stonclard NGS Disk
set in the northwest end of the southwest abutment for the
U.S. Highway 24 Bridge over Hockett Gulch,
COORDINATE DATUM: See Project Control Diagram - Sheet 3.02
NOTICE: According to Colorado low you must commence any legal action based
upon any defect in this survey within three years after you first discover such
defect. in no event may any action based upon any defect in this survey be
commenced more than ten years from the dote of the certification shown hereon.
SURVEYOR STATEMENT (LAND SURVEY CONTROL DIAGRAM)
I, Brandon D. Lee, a professionolland surveyor licensed in the State of Colorado, do
hereby state to the Colorado Deportment of Transportation this Land Survey Co fo/Ologrorr
my
was prepared and the field survey it represents was performed under my sA Iible charge
based upon knowledge, information and belief is in accordance with opp, tondards a �P�k
practice defined by Colorado Deportment of Transportation publications. event is not
a guaranty or warranty, either expressed or implied. v/ k
N
PLS No. 37894 Date
Colorado Department of Transportation Sheet Revisions Sheet Revisions Sheet Revisions %A I Land Survey Control Diagrom
Date Description Initials Date Description Initiols Date Description Initials Title Sheet
222 South 6th Street, Room 100 Mrn/dd/yy xxxxxxxx XXX mm/ yy xxxxxxxx xxx mm/ yy xxxxxxxx xxx WOOLPEPTProject Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: 1-70 Eagle Interchange Upgrade
Phone: 970-683-6279 FAX: 970-248-7294 ENGLEWOOD COLORADO 80112
) 925-1400 PHONE e County, Eagle, Colorado
(303) 925-1401 FAX gL
Region 3 JEM Project Code: Lost Mod e I Subset 1 Sheet No. 1
!IF
F-1
ROW
0
PP
TABULATION OF BOUNDARY EVIDENCE
FOUND
ALIQUOT MONUMENT COORDINATE TABLE
Point No. Northiril
Easting(sft)
Description
11001
121494,15
CORNER NO. 1, TRACT 45,-2 1/2" STANDARD GLO BRASS CAP STAMPED
6523 121755.66
121177,71
74S R84W, I -TR45, TR7 1. 1918"
121642,16
120672,41
CORNER NO, 5, TRACT 63; 2 1/2' STANDARD GLO BRASS CAP STAMPED
9000 124383.66
121130.15
74S R84W, S33 5-TR63,2-TR68,1918"
1 112- ALUM CAP, RLS 14109
6019
CORNER NO. 2, TRACT 45-2 1/2" ALUM. CAP STAN"M "MEY ER LAND
9001 121714,94
11853933
SYSTEMS, T4S WW. $32 46WC5-TR68, 11-71W57, 2-TR45, PLS 26967,1999 -.'
121658,46
120290,04
CORNER NO, 6, TRACT 63; PER ARCHIBEOLE LANA CONSULTING, RECORDED
9002 119906.32
12438410
AS A 2 1/2' STANDARD GLO BRASS CAP STAMPED 74S R84W, S32 6-TR63,
1 1/2' A LUN4 CAP, PLS 24325
6024
1918"
FOUND R.O.W. MONUMENT COORDINATE TABLE
Point No.
Northirl
Easting(sft)
I Description
11001
121494,15
1 120298,58
13` BRASS CAPSTATE WvY DEPT RO,W. MARKER
0
PP
FOUND
BOUNDARY MONUMENT COORDINATE TABLE
Point No.
Northing(sft) Easting(sft)
Description
6003
121623.61
120999-88
1 112" ALUM CAP, ILLEGIBLE
6010
121642,16
120672,41
1 1112" ALUM CAP, ILLEGIBLE
6012
121874.81
120574,20
1 112- ALUM CAP, RLS 14109
6019
121675.51
120289,85
1 112" ALUM CAP, PLS 26967
6020
121658,46
120290,04
1 112' ALUM CAP, ILLEGIBLE
6023
122197,65
120601,19
1 1/2' A LUN4 CAP, PLS 24325
6024
122163.47
12045105
1 1/2' ALL" CAP, RLS 22599
6027
6028
12247123
122418,99
120044.93
120332.00
RAIL WITH FLAGGING
1 1/2' SLAW PED PLASTIC CAP
6030
122610,55
120652.85
1 1/2" ALUM CAP, ILLEGIBLE
6031
122579,23
120212-46
#5 REBAR, NO CAP
6035
122957,59
120465.41
11/2" ALUM CAP..ILLEGIBLE
6037
123034,57
119819,50
1 1/2'ALUM CAP, ILLEGIBLE
6038
123217,66
119481-34
2 112" ALUM CAP, LS 23506
6039
123356 =33
120387-13
2' ALUM CAP, LS 23506
0
PP
o
Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions ILAI Land Survey Control Dia qram
Date Description Initials Date Description Initials Date I Description Initials Title Sheet
222 South 6th Street, Room 100 mm/dd/y xxxxxxxx XXX mm/ yy xxxxxxxx xxx mm/ yy xxxxxxxx xxx W 0 0 L P E A T Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: 1-70 Eagle Interchange Upgrade
Phone: 970-683-6279 FAX: 970-248-7294 ENGLEWOOD COLORADO 80112
(303) 92b-1400 PHONE Ea le County, Eagle, Colorado
Region 3 JEM i (303) 925-1401 FAX
Pro iect Code:[ Lost Mod. Date I Subset 1 Sheet . I—, 1-1 1 � — -1 � — . Vo. 1
TRgNs
xQ<PSE HWY
CZ)
O Z�s CD
RSL MOND
Typical Control Monument
Not to Scale
A CM- All Control Monuments are CDOT Type 2 Control Monuments,
(As shown) on a Type 2 finned aluminum security rod.
COORDINATE SYSTEM:
A coordinate system for this project has been established by Archibeque Land Services,
and this system has been perpetuated in this surve measurements
coordinates
accuracy GNSS
were taken on many monuments with known coor a s within the Archibeque Land Service
system. These measurements were used to create the following procedure to convert from
the Colorado State Plane (Central Zone) coordinate system to the project coordinate
system established by Archibeque Land Services.
I) Subtract 1,545 139.76 (sft) from the State Plane northing and subtract 2,506,157.31 (Sft)
from the State Plane easting -
2) Rotate the drawing by 00 54'24" about the following � origin point: N: 121566.23 E: 120735.30
3 Scale the drawing by a scale factor of 1.0003, 1 656 from the origin point above
GEODETIC CONTROL COORDINATE SUMMARY TABLE (ADJUSTED FIELD DATA)
0 0
0 Z�
SECTION CORNER QUARTER,SIXTEENTH,
AND SECTION CORNERS
SET EASMENT TEMPORARY RIGHT OF WAY
MONUMENT EASMENT POINT MARKER
0 0 0 0
BO Pp NOAA QUARTER SIXTEENTH
BLIA MARKER PROPERTY PIN NOAA MARKER AND SEPIGN CORNERS
0 0•0 0
FED WC WC BM USGS
FEDERAL
MONUMENT WITNESS CORNER BENCH MARK USGS MARKER
El
Row
LOCAL OR PLSS SECONDARY CONTROL RIGHT OF WAY
MONUMENT MONUMENT MARKER
AN 9 88 ON 10.13 QD N 10.38
E 3�81E 3.81 E 3.81
EL 0.00 EL 0.00
EL 0.00
PROJECT CONTROL DENSIFICATION HIGH ACCURACY REFERENCE
MONUMENT CONTROL MONUMENT NETWORK CONTROL MONUMENT
Note: For a complete listing of symbololgy used within this set of
plans, please refer to the M-100-1 Standard Symbols of the Colorado
Department of Transportation M&S Standards Publication doted July
2006. Existing features are shown as screened weight (gray scale).
Proposed or new features are shown as full weight without screening,
NOTE: According to Colorado low you must commence
any legal action based upon oy defect in this survey
within three years after you first discover such defect,
In no event may any action based upon any defect in
this survey be commenced more than ten years from
the date of the statement shown.
CONSTRUCTION SURVEYING AND MONUMENTATION REQUIREMENTS
1) This Control Survey Diagram represents the horizontal and vertical control for the project
established by the Division. It is possible that some of the survey control monuments listed hove
been disturbed or obliterated. It is the Contractor's Responsibility to verify the existence and
stability of the control monuments before submitting a bid price.
2) All Type I and Type 2 monuments shall be set flush with the ground. Witness posts shall be
installed 1 foot from and facing all Type I and Type 2 monuments, or as directed by the Project
Engineer.
3) Installation of Type 3 and Type 3-A monuments shall be completed in the some day that
installation is commenced. Under no circumstances shall holes in the roadway be left open
overnight.
4) When installing Type 3-A monuments, the aluminum access cover shall be positively secured
to the PVC pipe with screws or glue. The access cover shall be colked with asphalt calking
between the cover and the edges of the roadway surface to proved a positive moisture barrier
around the access cover.
5) Control survey procedures, statistical analysis, and accuracy obtained for horizontal and
vertical control shall be documented in the field book,
6) Legible copies of the field books shall be submitted to the Project Engineer for review on a
monthly basis.
7) It is ultimately the price Contractor's responsibility to insure that these requirements, as
well as any contained in the CDOT specifications, project special provisions, and CDOT Survey
Manual are fulfilled under this contract.
8) The minimum staking intervals for each item are described on the plans or in the CDOT
Survey Manual. If the contractor wishes to reduce the minimum intervals, a Contract Modification
Order must be negotiated and the cost of the item reduced accordingly.
POINT NAME
FOUND
BOUNDARY MONUMENT COORDINATE TABLE
Point No.
Northirl Easting(sft)
Description
6040
123308.34
119585,41
2 1/2" ALUM CAP, LS 9337
6041
12320832
119867.81
2 1/2" ALUM CAP, ARCHIBEQUE LAND CONSULTING PLS 37902
6042
123356.68
119739,64
2 1/2" ALUM CAP. ARCHIBEQUE LAND CONSULTING PLS 37902
6043
123369-05
119754,07
2 112" ALUM CAP. ARCHIBEQUE LAND CONSULTING PLS 37902
6044
123381,70
119770.72
PK & SHINER. ARCHIBEQUE LAND CONSULTING PLS 37902
6045
12343317
11984839
PK & SHINER, ARCHISEQUE LAND CONSULTING PLS 37902
6046
123437,34
119845,60
PK & SHINER, ARCHIBEQUE LAND CONSULTING FLS 37902
6048
123472,22
119897.92
1 1/2" YELLOW PLASTIC CAP, LS 19598
6049
12331332
120013.14
#5 REBAR BROKEN CAP
6504
123533,72
119899,12
1 112' ALUM CAP, LS 19692
6505
6508
122786.28
122606,47
120300.32
120388-58
1 1/2" ALUM CAP, ILLEGIBLE
#5 REBAR NO CAP
6509
122312,00
120164,19
#5 RERAR NO CAP
6510
122259.60
120236.15
1 1/2" ALUM CAP, ILLEGIBLE
6511
122318.01
120387-13
1 114" YELLOW PLASTIC CAP, LS 19598
6512
122446,58
120585.24
1 112" ALUM CAP. PLS 24325
6513
122389,64
120519.09
1 1/2' ALUM CAP, PLS 24325
6514
6515
122339.61
122281 .35
120541.55
120403,40
1 1/2' ALUM CAP, PLS 24325
#5 REBAR NO CAP
6517
122102.45
120308-19
1 112" ALUIA CAP. RLS 22599
6518
121967,88
120535.41
1 112' ALUM CAP, PLS 26967
6519
12204311
120666,29
1 1/2" ALUM CAP, PLS 24326
6520
121949.91
120704.96
1 112" ALUM CAP, RLS 455?
6521
121870.97
120775.25
1 1/2' ALUM CAP, PLS 25630
6522
121792,19
120772,03
1 112' ALUM CAP, PLS 26967
6525
121413.31
120352.27
1 1/2' ALUM CAP. LS 20089
6526
121415,92
120618,38
1 1/2' ALUM CAP. RE & LS 23089
11000
122195,07
120918.63
1 1121' ALUM CAP, PLS 24325
o
Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions ILAI Land Survey Control Dia qram
Date Description Initials Date Description Initials Date I Description Initials Title Sheet
222 South 6th Street, Room 100 mm/dd/y xxxxxxxx XXX mm/ yy xxxxxxxx xxx mm/ yy xxxxxxxx xxx W 0 0 L P E A T Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: 1-70 Eagle Interchange Upgrade
Phone: 970-683-6279 FAX: 970-248-7294 ENGLEWOOD COLORADO 80112
(303) 92b-1400 PHONE Ea le County, Eagle, Colorado
Region 3 JEM i (303) 925-1401 FAX
Pro iect Code:[ Lost Mod. Date I Subset 1 Sheet . I—, 1-1 1 � — -1 � — . Vo. 1
TRgNs
xQ<PSE HWY
CZ)
O Z�s CD
RSL MOND
Typical Control Monument
Not to Scale
A CM- All Control Monuments are CDOT Type 2 Control Monuments,
(As shown) on a Type 2 finned aluminum security rod.
COORDINATE SYSTEM:
A coordinate system for this project has been established by Archibeque Land Services,
and this system has been perpetuated in this surve measurements
coordinates
accuracy GNSS
were taken on many monuments with known coor a s within the Archibeque Land Service
system. These measurements were used to create the following procedure to convert from
the Colorado State Plane (Central Zone) coordinate system to the project coordinate
system established by Archibeque Land Services.
I) Subtract 1,545 139.76 (sft) from the State Plane northing and subtract 2,506,157.31 (Sft)
from the State Plane easting -
2) Rotate the drawing by 00 54'24" about the following � origin point: N: 121566.23 E: 120735.30
3 Scale the drawing by a scale factor of 1.0003, 1 656 from the origin point above
GEODETIC CONTROL COORDINATE SUMMARY TABLE (ADJUSTED FIELD DATA)
0 0
0 Z�
SECTION CORNER QUARTER,SIXTEENTH,
AND SECTION CORNERS
SET EASMENT TEMPORARY RIGHT OF WAY
MONUMENT EASMENT POINT MARKER
0 0 0 0
BO Pp NOAA QUARTER SIXTEENTH
BLIA MARKER PROPERTY PIN NOAA MARKER AND SEPIGN CORNERS
0 0•0 0
FED WC WC BM USGS
FEDERAL
MONUMENT WITNESS CORNER BENCH MARK USGS MARKER
El
Row
LOCAL OR PLSS SECONDARY CONTROL RIGHT OF WAY
MONUMENT MONUMENT MARKER
AN 9 88 ON 10.13 QD N 10.38
E 3�81E 3.81 E 3.81
EL 0.00 EL 0.00
EL 0.00
PROJECT CONTROL DENSIFICATION HIGH ACCURACY REFERENCE
MONUMENT CONTROL MONUMENT NETWORK CONTROL MONUMENT
Note: For a complete listing of symbololgy used within this set of
plans, please refer to the M-100-1 Standard Symbols of the Colorado
Department of Transportation M&S Standards Publication doted July
2006. Existing features are shown as screened weight (gray scale).
Proposed or new features are shown as full weight without screening,
NOTE: According to Colorado low you must commence
any legal action based upon oy defect in this survey
within three years after you first discover such defect,
In no event may any action based upon any defect in
this survey be commenced more than ten years from
the date of the statement shown.
CONSTRUCTION SURVEYING AND MONUMENTATION REQUIREMENTS
1) This Control Survey Diagram represents the horizontal and vertical control for the project
established by the Division. It is possible that some of the survey control monuments listed hove
been disturbed or obliterated. It is the Contractor's Responsibility to verify the existence and
stability of the control monuments before submitting a bid price.
2) All Type I and Type 2 monuments shall be set flush with the ground. Witness posts shall be
installed 1 foot from and facing all Type I and Type 2 monuments, or as directed by the Project
Engineer.
3) Installation of Type 3 and Type 3-A monuments shall be completed in the some day that
installation is commenced. Under no circumstances shall holes in the roadway be left open
overnight.
4) When installing Type 3-A monuments, the aluminum access cover shall be positively secured
to the PVC pipe with screws or glue. The access cover shall be colked with asphalt calking
between the cover and the edges of the roadway surface to proved a positive moisture barrier
around the access cover.
5) Control survey procedures, statistical analysis, and accuracy obtained for horizontal and
vertical control shall be documented in the field book,
6) Legible copies of the field books shall be submitted to the Project Engineer for review on a
monthly basis.
7) It is ultimately the price Contractor's responsibility to insure that these requirements, as
well as any contained in the CDOT specifications, project special provisions, and CDOT Survey
Manual are fulfilled under this contract.
8) The minimum staking intervals for each item are described on the plans or in the CDOT
Survey Manual. If the contractor wishes to reduce the minimum intervals, a Contract Modification
Order must be negotiated and the cost of the item reduced accordingly.
POINT NAME
GEODETIC COORDINATES NAD -83(92) (HARN)
L LONGITUDE
LATITUDE
STATE PLANE COORDINATES
NORTHING (sft) EASTING (sft)
PROJECT COORDINATES
ORTHING (Sft) FASTING (Sft)
ELEV
(NAND 88)sft
CONVERGENCE
SCALEFACTOR
DESCRIPTION
4666
54668
39'3923,23061"N
106°49'30,48611"W
1666705,98
2626892,61
121566,23
120735.30
6591-98
-0'50'08,69576"
1-000000587
SET COOT TYPE 2 MONUMENT
4667
39�39'30,68293"N
106'49'33,20161
1667466,14
262670126
12232154
12053188
6600,92
-0'50'10- 40840"
1,000000510
SET COOT TYPE 2 MONUMENT
39'39'36.01514"N
106'49'35.80545"W
1668011.61
2626516.13
12286617
120338.07
6617,89
-0'5012.65062"
0-999999954
SET COOT TYPE 2 MONUMENT
4669
39'39'34,76515"N
106'49'38,95788"W
1667892.70
2626265,85
12274126
120089.63
6615,82
-0'50'14,03882"
0.999999993
SET CDOT TYPE 2 MONUMENT
4670
4671
39'39'38,88651"N
39'3941.67271"N
106"49'41,48531" 1/V
106'4947.642911"W
1668315,53
1668611,98
2626080,97
2625608,23
123163-26
123452.28
119898-02
119420.49
6629,24
6628,97
-0'50'15.63284"
-0'50'19,51637"
0,999999548
0.999999693
SET COOT TYPE 2 MONUMENT
SET CDOT TYPE 2 MONUMENT
F 280
GPS 006
N/A
39'394234916"N
NIA
106'48'52,338117"VV
N/A
1668549.02
N/A
209-933.39
N/A
123457.78
NIA
123747,53
6535,15
661516
N/A
7Y_49'44,63625"
N/A
1.000000381
STANDARD NGS DISK SET IN NW END OF SW BRIDGE ABUTMENT
EAGLE COUNTY SURVEY DISK IN MONUMENT BOX
COUNTY SURVEYOR'S CERTIFICATE
Deposited
ay of ft, -b , 20fl , at 0,t,0 A.m. in
Bo k County Surveyor's Land Survey Plats/Rights-
of-Way
eZ%p, This Land Survey Plat complies with
Section 38-51-102, of the Colorado Revised Statutes.
Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions IL A I Land Survey Control Diagrom
Date Description Initials Dote I Description Initials Dote I Description Initials Pion Sheet
222 South 6th Street, Room 100 mm/dd/yy XXXXXXXX xxx rnrn/vv xxxxxxxx xxx mm/ yy xxxxxxxx 'x' W 0 0 L P E P T Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: 1-70 Eagle Interchange Upgrade
Phone: 970-683-6279 FAX: 970-248-7294 ENGLEW000,COLORADO80112
(303)925- 1400 PHONE Eagle Count L Eagle, Colorado
Region 3 JEM (303)925-1401 FAX Pro iect Coded Last I S111
\�
g LANDSys
—,
T4S R84W
S3J,
46 WC
5
2
TR67 TR45
1999
\_
"'a 1
PL Sl
9001
PND D 0
j45 R84W
TR63 1 S"12
\_ P" '
4 D R
'4 W
T L
R63 S3 2
6
U-1
0
1918
TRACT 63 ZBooz
SECTION 32
N 11
E
EL
TRACT 68
SECTION 32
A
6042
4669
N 122743.26
E 120089.63
EL 6615.82
2592.30'
S890 06'56''W
(BASIS OF BEARINGS)
Tract 45
TRACT 45
SECTION 32
T. 4 S., R. 84 W., 6th P.M.
Z
CD
r
<L,
(-) Z
0-
_J _J
LLJ Z
�T
0
Of D 0
a- "�& 'C�e,\
R84W
L'i S33
52
F c_
1118'
TR63 T 68
LD
9000
651
ROW
TRACT 6
ECTION 13
TR T 45
ECfIJN 3
TRACT 68
SECTION 33
N D
OF
4S R84W 0
�,TT 11
Q�
Z C/)
W TR45 T 71
0 SURVEYOR STATEMENT (LAND SURVEY CONTROL DIAGRAM)
`I'0 1, Brandon D. Lee, a professionalland surveyor licensed in the State of Colorado, do
1918 hereby state to the Colorado Department of Transportation this Land Survey Control Diogrom
D was prepared and the field survey it represents was performed under my responsible charge and,
6523 based upon my knowledge, information and belief is in accordance with applicable standards of
practice defined by Colorado Deportment of Transportation publications. This statement is not
a guaranty or warranty, either expressed or implied.
TRACT 71
SECTION 33 PLS No. 37894 Date