HomeMy WebLinkAbout1087D
ui
c
a
i
Colorado Department of Transportation Sheet Revisions Sheet Revisions Sheet Revisions TAAI Right of Way Plans
Date I Description Initials Date I Description Initials Date Description Initials Monumentatlon Sheet
222 South 6th Street 06-28-12 REVISE ROW MONUMENTS 1035 & 1040 DA MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX
_-- T Room 317 01-25-13 UPDATED POINTS LIST BDL W O O L P E R T Project Number: C 702-278
an. Junction CD 81501 PTs 1008-1010 1068 1073 1081-1085) Pro act Location: I-70 Eagle Interchange Upgrade
116 INVERNESS DRIVE EAST #105 I 9 9 P9
�-�• Phone: 970-683-6233 FAX: 970-683-6249 01-27-I6 Added Witness Corners and Reference ENGLEWOOD COLORADO 80112
Monuments 1014RM1 1014RM2 1029POL Ea le County, Eagle, Colorado
1034POC 1039RM 1040RM 1042POL ((303) 25-1 0 PHONE
Region 3 JEM (303) 925-1401 FAX Pro'ect Code: Last Mod. Date Subset Sheet No.
1n7iPr11 end 9nriiPfll CKV ,-see n,_o-f_nmc a m s c no c n,
0
Set WC
Set RM
Set RM
Set WC
Set WC
QUANTITY OF MONUMENTS TO BE SET
0
O
Set RM
Set WC
Set WC
TABULATION
TABULATION OF R.O.W.
MONUMENTS TO BE SET
OF EAGLE
Northing(sft)
Point No,
Northing(sft)
Easting(sft)
Description
Station
Offset
1001
121E51.06
120833.97
COOTTYPE 1 MONUMENT
1+09,11
74-03
1002
121E23.96
120921,08
CDOTTYPE 1 MONUMENT
0+54,01
146,73
1103
121632.34
120969.77
COOT TYPE 1 MONUMENT
0+45.34
195.38
1004
121654.39
121030,45
CDOTTYPE 1 MONUMENT
0+45.45
259,94
IDD5
121638-13
121036.88
CDOTTYPE i MONUMENT
0+27.98
260,46
1009
121626,01
12064619
CDOTTYPE 1 MONUMENT
1+56.97
-108.13
1010
121641,75
120672:33
CDOTTYPE 1 MONUMENT
1+59:65
-79.26
1020
122287.08
120363,82
CDOTTYPE 1 MONUMENT
8+71,77
-86,38
1025
122225.16
120427.04
CDOT TYPE 1 MONUMENT
8+01.91
-53.44
1027
122280.35
120376.91
CDOTTYPE 1 MONUMENT
8+60,87
-76.22
1033
122400.65
120300.26
CDOT TYPE: 1 MONUMENT
10+08.80
-102.36
1034
122440,67
120320,00
CDOT TYPE 1 MONUMENT
10+36.82
-67;63
1035
122726.82
120310,78
CDOTTYPE 1 MONUMENT
13+00,55
109:82
1036
122680.69
120325.96
CDOTTYPE 1 MONUMENT
12+31.01
97.13
1035
1228.13..12
120326.53
CDOTTYPE 1 MONUMENT
13+45,87
168.10
1040
122776,95
120312.12
CDOTTYPE 1 MONUMENT
13+43:19
136.21
1036
1215137.83
120328,77
CDOT TYPE 1 MONUMENT
1+70,54
-447,84
1057
1215,07.57
120291.40
CDOT TYPE 1 MONUMENT
1+84,89
-482.34
1068
1073
121871,30
121536,44
120678.54
120639.65
CDOTTYPE 1 MONUMENT
CDOTTYPE 1 MONUMENT
0+86.92
0+67,36
-99,27
147,68
1060
123421,93
1197D8:09
CDOTTYPE 4 MONUMENT
21+93.35
90,55
_128 -1
121-64.49
120676.62
CDOT TYPE 1 MONUMENT
0+81.17
-103.39
1062
121553,14
120656,34
CDOT TYPE 1 MONUMENT
0+77.39
-12&:31
1083
121564,86
120649:78
CDOT TYPE 1 MONUMENT
0+90:64
-1.28,50
1084
2062
121557.13
121415.87
120635,96
11 120611.43
CDOT TYPE 1 MONUMENT
CDOT TYPE 1 MONUMENT
0+8&07
-.0+3645
-144,12
-215,21
2053
2054
121418,61
121502.18
120893.01
120960,12
CDOTTYPE 1 MONUMENT
CDOTTYPE 1 MONUMENT
-1+29,57
-0+73-79
50.54
142,36
2065
122285,86
TABULATION OF P.E.
MONUMENTS TO BE SET
8+87,34
-132,39
Point No,
Northing(sft)
Easting(sft)
Description
Station
Offset
1OD8
1065
121530.48
121599.26
120604.24
120593.35
CDOT TYPE 4 MONUMENT
CDOTTYPE 4 MONUMENT
0+73,79
1+51,38
-183.01
-168:56
QUANTITY OF MONUMENTS TO BE SET
0
O
Set RM
Set WC
Set WC
CAP
TABULATION
OF R.O.W. MONUMENTS
TO BE SET FOR THE TOWN
OF EAGLE
Northing(sft)
Point No.
Northing(sft)
Easting(sft)
Description
Station
Offset
1013
122466.15
120623,13
CDOT TYPE 4 MONUMENT
9*50.53
218.92
1014
122417.49
120565.85
COOT TYPE 4 MONUMENT
9+24.57
148.38
1015
122369.21
120528.71
CDOT TYPE 4 MONUMENT
8+92.03
96.89
1029
122496.29
120461,988
COOT TYPE 4 MONUMENT
10+27.63
84.57
1030
122502.41
120527:27
CDOT TYPE 4 MONUMENT
10+05.75
146.39
1041
123379.59
119767,54
COOT TYPE 4 MONUMENT
21+33.12
102.84
1042
123344,14
119750-21
CDOTTYPE 4 MONUMENT
21+18.50
66.19
1046
123419.31
119705-05
CDOT TYPE 4 MONUMENT
21+93.94
86,58
1047
123439.95
119731,78
CDOT TYPE 4 MONUMENT
21+87.12
119,66
1048
123474,46
119783,81
CDOT TYPE 4 MONUMENT
21+70.10
180.01
1049
123466,13
119789,34
CDOT TYPE 4MONUMENT
21+60,140
178.50
1055
123416.62
119687.18
CDOT TYPE 4 MONUMENT
22+05.74
72.89
1062
1222562 .19
1202x1134
CDOTTYPE 4 MONUMENT
8+98.18
-131.95
1064
122492.13
120266.59
CDOT TYPE 1 MONUMENT
11+38.78
-80.58
1065
1066
1067 1
122519.97
122529-25
122501.02
120245.36
120257.18
120278.67 1
CDOT TYPE 1 MONUMENT
COOT TYPE 1 MONUMENT
CDOTTYPE 1 MONUMENT
11+7331
11+71,12
11+36,09
-74,89
-60,05
-65,82
CAP
TABULATION OF
WITNESS
CORNERS AND REFERENCE MONUMENTS SET
Point No.
Northing(sft)
Easting(sft)
Description Station Offset
1014RM1
122436.50
120570.07
SET TYPE SS REFERENCE MONUMENT
1014RM2
122411.49
120545.88
SETTYPE 5S REFERENCE MONUMENT
1029POL
122496,76
120466.96
SET TYPE 4 WITNESS CORNER 5' POL 1029-1030
1034POC
122444.88
120317,31
SETTYPE 1 SNI R i_ - -
WITNESS CO NER 5 POC 1034 1067
1039RM
104ORM
122817.56
122778,80
120315,38
120307.48
SET TYPE SS REFERENCE MONUMENT
SET TYPE 55 REFERENCE MONUMENT
1042POL
123353:12
119754,60
SET TYPE 4 WITNESS CORNER 10' POL 1042-1041
1073POL
2063POL
121541.36
121418.46 1
120638.77
120878.01
SEi-TYPE 1 WITNESS CORNER 5` POL 1073-1084
ISET TYPE 1 WITNESS CORNER 15' POL 2063.2062
CAP
Line Table
OF TEMPORARY
Name
MONUMENT TYPE
Len th
L1
N 00 34'48" W
24.34'
L3
TYPE
37.37'
1
IA
2
2A 3 3A
4
5
5(S)
6
REFERENCE
L7
S 100 06'40" E
21.01'
L8
S 600 45'19" W
15.83'
L9
N 290 14'06" W
RDW
31
S 60045'54" W
23.24'
L11
14
7.07'
L12 I
S 61043-25" W
28,99'
SURVEYOR STATEMENT (ROW PLAN)
REGIS}
SURVEYOR STATEMENT (ROW MONUMENTS)
-84,74
2010
122277,44
120360.96
TE Marker
8+63.63
-92.19
2012
122264,91
CONTROL
TE Marker
8+83.43
-182,57
2013 1
122246-00
120262.24
TE Marker
8+68.10
-19571
�Pnp
e O c o e e. �.
I Brandon A Lee, o professionalland surveyor licensed in the �O °" DA �� e
.tate
1 Stan Vermilyea, o professionalland surveyor licensed in the
tate of Colorado, do hereby state to the Colorado Department of
120252.39
TE Marker
8+91.67
-197.55
2015
2016
2017
122517,10
122509,11
122562,79
120477,36
120491,60
120553.88
TE Marker
TE Marker
TE Marker
10+40.06
10+26.82
10+48.82
ALIQUOT CORNER
2018
122541,31
120572.40
TE Marker
10+22.09
203.69
2019
122608.83
12038519
of Colorado, do hereby state to the Colorado Department of O ; e
Transportation that based upon my knowledge, information and belie;
Transportation that based upon my knowledge, information and belief,
adequate research, calculations and evaluation of survey evidence were
85.75
2020
122627,88
120407.30
TE Marker
11+29,57
114.71
2021
122620.32
PERMANENT EASEMENT
TE Marker
11+21.37
113.74
2022
2
120394.71
TE Marker
11+22.87
88,54
research, calculations and evaluation of the survey evidence were °
performed and the Right -of --Way monuments depicted on this
120203.37
TE Marker
9+92,91
-216.50
2024
122350,88
120195.25
TE Marker
10+07.77
-218:57
performed and this Right -of -Way Plan was prepared under my ; 3 }o
responsible charge in accordance with applicable standards of -o �'�
Right -of -Way Plan were set under my responsible charge, including the
ROW Plan revisions completed in Januar 2016 in
120288.65
TE Marker
10+23.09
-108,54
2026
122439,71
120302.80
TE Market
10+43.18
PROJECT POINTS
2027
122647,91
120354.04
TE Marker
11+82.05
92,74
2029
122665.68
120374.57
a
p 9 Pp •
>
P y accordance
119,76
2030
2031
122658,12
122640,20
120381,12
120360.42
TE Marker
TE Marker
11+69.36
11+72.12
118.75
91.51
2058
123243.64
119638.81`
practice defined by Colorado Department of Transportation publication •
This statement is not a guaranty or warranty, either expressed or imp e: J�
ew` 5
with applicable standards of practice defined by Colorado Deportment of
Transportation publications. This statement is not a guaranty or warranty,
-83.84
2059
123215.86
119606.65
TE Marker
21+19.91
_12632
2060
2061
123312,29
123329,49
119546,89
119561.34
TE Marker
TE Marker
22+61,75
22+57.93
-95,86
-7172
2065
122285,86
120315,06
TE Marker
8+87,34
-132,39
664, e
JJ
PLS No. 37894 Date �• ��-1 NiL lP\`O
either expressed or implied.
PLS No. 25381 Date
WITNESS PASTd
TE Marker
9+34.75
176.03
2070
122505.71
120464,20
TE Marker
10+35,25
Colorado Department of Transportation Sheet Revisions Sheet Revisions Sheet Revisions ��,� Right of Way Plans
Dote I Description Initials Dote Description Initials Dale I Description Initials Plan Sheet
222 South 6th Street 06/13/12 CORRECT GATE LABEL LOCATION DA mm/dd/yy XXXXXXXX XXX mm/dd/yy XXXXXXXX XXX
Room 317 01/25/13 REVISED 102 DEL 102R ADD PE -102 BDL WOOLPEPT WOOLProject Number: C 702-278
Grand Junction, CO 81501 01/25/16 Added witness corners for point 1073 & 2063. SKV 116 INVERNESS DRIVE EAST#105 Project Location: I-70 Eagle Interchange Upgrade
Phone; 9/0-683-6233 FAX: 970-683-6249 ENGLENOOD COLORAD080112
(303) 925.1400 PHONE Eagle County, Eagle, CD
Region 3 JEM (303) 925-1401 FAX Pro Code: Last Mod. Date Subset Sheet No.
7FSQd n,_9,_9n1R 7 M ..( 7 na 7 M
POB IOOA
orner �jo. 1,
NrQ74° 21'46 ar
920.38 feet
3 \�
ROBERT J. NOCK &R"
102Rev WALTER J. NOCK Section 32, Tract 45 o
102R del P.O. BOX 130 p
PE -10 EAGLE, CO 81631 T. 4 S. R. 84 W. o
Sixth P.M.
C:110
Flood Plain I D
Boundary 102Rev .N•.
EAGLE RIVER POB 10 Rev, PFN l0 0 0
or WE
1073POL: Set a witness corner, bears N 76° 2
5.00' from
point 1073 on line 546 101
between points 1073 and 1084 ~"
L 4 _.. $92�05 1-0 660.6
051
009
®' 3 Rc -1845.00' �
Ac = 4"' LOT 2 io' Ac -1° 06'55"
c.2 4` NOCK SUBDIVISION v �
-• - REC. N0. 708452 '110
Lc - 35.$1
16'42"W C
° coo BS' 80° 26'47"
y-„ _ � Co
- rR
2 18 108
A No '084 �
100A L10
J
I--
10 h
At =o s: 1073PO
gRo
q 107
sect on sl
T s
i ctf 4s Tra t 68 R ----R
! I = 'Oct 6
t4 Section 33, Tract 68
O
}{QQ nl 1 ! ? O �t8 Flood
ou da Plain
i T. 4 S. R. 84 W.
I m! I z Sixth P.M.
z
f�li 1
z EAGLE RIVER
,t
• D t
101 MERVYN LAPIN, TRUSTEE OF THE
MERVYN LAPIN REVOCABLE TRUST
33.44 4 DATED JANUARY 12, 2008
311' 232 W. MEADOW DRIVE
), VAIL, CO 81657
L 76'
to 1+11.87 1 " 25'45"E 11001
UNPLATTED Section 33, Tract 45
1+90 N 0T. 4 S. R. 84 W.
.E o
q N Sixth P.M.
0
i i ♦ S210 33'21"E
002 17.49'
e
s 7
_ c
Ac �„
K_ i 003 „ O
34'.42„W ..,. - - Curb cut N o �1 ° 004
R RMANENT 1
- -
c 1 � 49 4 , .�70 Ol 52 E
_.) -TM
•,tgGLE Gote 64.56'
g C. N 7 669 & 78731
AC
"msµ , • c = 8� -: :...M�' <,� ;., w:,: � S68 26'39"W
RC
V
\ G/1� Re -1845.00' _t ,� PO 101 i... R A ENNppT A�jjEMENT Rc =1 6 .5 1005
qN0 AC -2°.14'58" C. H }3843 EAGLE = O
A
V r o. 1�
SOT
- ear ti.,. Ac - 43 31
1 us 6 C
? „7 b -
4 earg'55 E.�. �+ ��
� = 4 4
CB -S 78° 45'50" W xy 0 feet ` € g 38
w
G.. AND AVE. US -
..... . „ ""-.\ \ } 811, -. ........_ ..... _...............,... ,,.._, ,,.,
LOT \ \ oT
\ g
\ \ w \ \ \
S8 0
�6 -N760 05 48 E
LOT Ig \ \ ---f� \ �4T 2 / 6.641 . G W �" _ - _ _ '" ' � ROW per CDOT Project
\ \ \ \ \ / C "`: 7 r: _ d _FAP 240-I &NRH 240-E _
OT 11 N _ _ 0 TOWN OF EAGLE
Lor Ig '� \ \ LOT 3 Section 32 / \
L 06 10 P.O. BOX 609
\ \ -1+00 100A EAGLE, CO 81631
Tract 45 OT 12 \ \ \ $ ?BI S8 2063POL: Set o witness corner,
95, ,6 15.00' from point 2063, on line
100
.$s74 ol, a b betw_e.en points 206_3 _ a..
nd 20621
�
os s�
v v v v 13 l L to _
Begin RDW Protect / \ tO 2063P0 �, � UNPLAT-TED -
\�No. C 702-278--
14
02-278 14 Stption: -1+29.57 N \P 8110Corn0
M.P. -0.02 �' N 410°11r1�"
441.20 feet v __J
0 _. _251 s0' oo'
v v v v �v v lv r 5 v v v v L,a<,,, --�0SC o'
l 1 OT l
Ig \ \ \ L0T
-2+00 \ 3 \
N
0
Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions 4 Right of Wo Plans
P P Date Description Initials Date I Description Initials Date I Description Initials Monumentotion Sheet
6 222 South 6th Street MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX
OT Room 317 W O O L Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade
Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112
(303) SIB -1400 PHONEEa le Count Ea le CO
M (303) 925.1401 FAX Pro'ect Code: Last Mod. Date Subset Sheet No.
Region 3 JE
165Q4 s m of s m I s n7
Line Table
OF TEMPORARY
Name
Direction
Len th
L1
N 00 34'48" W
24.34'
L3
N 8903514411 E
37.37'
L4
S 8903610011 W
32.10'
L5
S 890 31'50" W
6.28'
L6
S 00 28'10" E
10.00'
L7
S 100 06'40" E
21.01'
L8
S 600 45'19" W
15.83'
L9
N 290 14'06" W
13.43'
L10
S 60045'54" W
23.24'
L11
N 150 45'54" E
7.07'
L12 I
S 61043-25" W
28,99'
ROBERT J. NOCK &R"
102Rev WALTER J. NOCK Section 32, Tract 45 o
102R del P.O. BOX 130 p
PE -10 EAGLE, CO 81631 T. 4 S. R. 84 W. o
Sixth P.M.
C:110
Flood Plain I D
Boundary 102Rev .N•.
EAGLE RIVER POB 10 Rev, PFN l0 0 0
or WE
1073POL: Set a witness corner, bears N 76° 2
5.00' from
point 1073 on line 546 101
between points 1073 and 1084 ~"
L 4 _.. $92�05 1-0 660.6
051
009
®' 3 Rc -1845.00' �
Ac = 4"' LOT 2 io' Ac -1° 06'55"
c.2 4` NOCK SUBDIVISION v �
-• - REC. N0. 708452 '110
Lc - 35.$1
16'42"W C
° coo BS' 80° 26'47"
y-„ _ � Co
- rR
2 18 108
A No '084 �
100A L10
J
I--
10 h
At =o s: 1073PO
gRo
q 107
sect on sl
T s
i ctf 4s Tra t 68 R ----R
! I = 'Oct 6
t4 Section 33, Tract 68
O
}{QQ nl 1 ! ? O �t8 Flood
ou da Plain
i T. 4 S. R. 84 W.
I m! I z Sixth P.M.
z
f�li 1
z EAGLE RIVER
,t
• D t
101 MERVYN LAPIN, TRUSTEE OF THE
MERVYN LAPIN REVOCABLE TRUST
33.44 4 DATED JANUARY 12, 2008
311' 232 W. MEADOW DRIVE
), VAIL, CO 81657
L 76'
to 1+11.87 1 " 25'45"E 11001
UNPLATTED Section 33, Tract 45
1+90 N 0T. 4 S. R. 84 W.
.E o
q N Sixth P.M.
0
i i ♦ S210 33'21"E
002 17.49'
e
s 7
_ c
Ac �„
K_ i 003 „ O
34'.42„W ..,. - - Curb cut N o �1 ° 004
R RMANENT 1
- -
c 1 � 49 4 , .�70 Ol 52 E
_.) -TM
•,tgGLE Gote 64.56'
g C. N 7 669 & 78731
AC
"msµ , • c = 8� -: :...M�' <,� ;., w:,: � S68 26'39"W
RC
V
\ G/1� Re -1845.00' _t ,� PO 101 i... R A ENNppT A�jjEMENT Rc =1 6 .5 1005
qN0 AC -2°.14'58" C. H }3843 EAGLE = O
A
V r o. 1�
SOT
- ear ti.,. Ac - 43 31
1 us 6 C
? „7 b -
4 earg'55 E.�. �+ ��
� = 4 4
CB -S 78° 45'50" W xy 0 feet ` € g 38
w
G.. AND AVE. US -
..... . „ ""-.\ \ } 811, -. ........_ ..... _...............,... ,,.._, ,,.,
LOT \ \ oT
\ g
\ \ w \ \ \
S8 0
�6 -N760 05 48 E
LOT Ig \ \ ---f� \ �4T 2 / 6.641 . G W �" _ - _ _ '" ' � ROW per CDOT Project
\ \ \ \ \ / C "`: 7 r: _ d _FAP 240-I &NRH 240-E _
OT 11 N _ _ 0 TOWN OF EAGLE
Lor Ig '� \ \ LOT 3 Section 32 / \
L 06 10 P.O. BOX 609
\ \ -1+00 100A EAGLE, CO 81631
Tract 45 OT 12 \ \ \ $ ?BI S8 2063POL: Set o witness corner,
95, ,6 15.00' from point 2063, on line
100
.$s74 ol, a b betw_e.en points 206_3 _ a..
nd 20621
�
os s�
v v v v 13 l L to _
Begin RDW Protect / \ tO 2063P0 �, � UNPLAT-TED -
\�No. C 702-278--
14
02-278 14 Stption: -1+29.57 N \P 8110Corn0
M.P. -0.02 �' N 410°11r1�"
441.20 feet v __J
0 _. _251 s0' oo'
v v v v �v v lv r 5 v v v v L,a<,,, --�0SC o'
l 1 OT l
Ig \ \ \ L0T
-2+00 \ 3 \
N
0
Colorado Deportment of Transportation Sheet Revisions Sheet Revisions Sheet Revisions 4 Right of Wo Plans
P P Date Description Initials Date I Description Initials Date I Description Initials Monumentotion Sheet
6 222 South 6th Street MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX MM -DD -YY XXXXXXXX XXX
OT Room 317 W O O L Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade
Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112
(303) SIB -1400 PHONEEa le Count Ea le CO
M (303) 925.1401 FAX Pro'ect Code: Last Mod. Date Subset Sheet No.
Region 3 JE
165Q4 s m of s m I s n7
COUNTY SURVEYOR'S CERTIFICATE
Deposited this J_ day of , 20 at &m. in
Booe%. of the Eagle County Surveyor's Land Survey Plats/Rights-
of-Way Surveys at Page=. This Land Survey Plat complies with
Section 38-51-102, of the Colorado Revised Statutes.
Sheet Revisions Sheet Revisions Sheet Revisions %A# Right of Wo Plans
Colorado Department of Transportation Pion Sheet
Date Description Initials Date Description Initials Date
Description Initials "
222 South 6th Street 01/29/13 Rev. storm sewer (No ROW change) BDL mm/dd/yyXXXXXXXX XXX mm/dd/yyXXXXXXXX XXX
OT Room 317 W O O L P E R T Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade
Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112 Eagle Count Ea le CO
(303) 925 -Il PHONE 9 Yr 9 r
Region 3 JEM (303) 925-1401 FAX 1Pro de: Lost Mod.Date Subset Sheet No.
16594 01-29-2013 7.02 of 7.06 7.0
C 6+20.68 I'":: LOT 7 BLOCK 1 W_
o I I Section 32, Tract 68 EBY' CREEK 2046
f SUBDIVISION ="o 1 _
! I5' UTILITY AND DRAINAGE .. I Z I t ii " S1 04 11 E
I EASEMENT BK. 244, PG. 762 - .0 h OfO0 s i :' 15' UTILITY EASEMENT T. 4 S. R. 84 W. REC. NO. 140925rim. 25.00'
ry REC No. 140925 �- lC/Y'�ASEME _
E 1 ._...., 110 C7 Sixth P.M. REC N0.140925 _ 'V
4 �f o o POB TE -105A 1
1 Parkin D ,
9 , # I I trainer No. 1 Tract 45 bears �- 46 34
O I S60° 39-05't 58.6 feet
, ..�� _ 2047
LOT 2 O o „E _
L`.._ EAGLE INTERCHANGE SOUTH
5g'A9
REC. N0. 700877 0,
y _ 3 Section 33, Tract 68
I I
2045 _ T. 4 S. R. 84 W.
585 9'4 ' E 105A Sixth P.M.
0 5.27' AD UNIDN PACIFIC RAILRDAD
-- - `� - 2048 PACIFIC RAILRO E -105A
25'HOLY CROSS RIGHT -439 st .„m _- -- - <
EASEMENT .gK 4p7, PG. a3y - =' _ 5+00 I OMAHA,
DOUGLAS STREET-
_ _ - UNION DMAHA, NE 68179
gK.24a,PG.762
_--- - �- ORp1N�E
,y UTIL
_ _ ITY Y
i ,'-, -WA t
T
't :
H
. --
,
:. 1G
,_t, �h.wT-; a a- f•�12.63, , fTl ;"i .•_ MANO ROAO R
EAS3EN T 69)
NOGAL RO
(PLA
N T
T
PACIFIC RAILROAD I � _ -_ _
NI I t, I ENS REG_N-9269 ,.
U
� ' t
_ L
11 �
.5
p
4:+00 D D ---
�; _
z
oba
Gate / �� Ci
ILJ
i
0o LOFTS ON ro
' • EAGLE RIVER
,..
N M NIUMS
-
LOT 1
o h 2
_ r
NOCK SUBDIVISION
I REC. NO. 708452 _._..........._
I q 1 I r�
Section 32, Tract 45
s
T. 4 S. R. 84 W. I 11 n I R _ _.__._ .__ ,._ °' x._._.__25 s�K�1"-50'1a°'
_ ( 76 76.._ E
Sixth P.M.
-� � ---- R
� +4 '9 P I I R
,. i yE I I '
CONDOMINIUMS
TRACT
--�_
LOFTS
EA
RIVER
Flood Plain - :i ' i 7=1-
Boundary �"�
I
EAGLE RIVER i 12+0 Flood Oda y
E EAGLE RIVER
TABULATION
OF TEMPORARY
EASEMENT POINTS TO
BE STAKED
Point No.
Northing(sft)
Easling(stt)
Description
Station
Offset
2004
122425.13
120598.01
TE Marker
9+20.67
181:21
2005
122407,08
120576,77
TE Marker
9+11.04
155.06
2006
2007
12235161
122191.35
120535,63
120441.27
TE Marker
TE Marker
8+75,00
7+66.46
98,02
59.00
2008
122234.09
120408.54
TE Marker
8+14.96
-64,74
2009
122272.50
120370,71-
TE Marker
8+55.64
-84,74
2010
122277,44
120360.96
TE Marker
8+63.63
-92.19
2012
122264,91
120269.30
TE Marker
8+83.43
-182,57
2013 1
122246-00
120262.24
TE Marker
8+68.10
-19571
2014
122267.49
120252.39
TE Marker
8+91.67
-197.55
2015
2016
2017
122517,10
122509,11
122562,79
120477,36
120491,60
120553.88
TE Marker
TE Marker
TE Marker
10+40.06
10+26.82
10+48.82
107.28
116,84
195,92
2018
122541,31
120572.40
TE Marker
10+22.09
203.69
2019
122608.83
12038519
TE Marker
11+32.50
85.75
2020
122627,88
120407.30
TE Marker
11+29,57
114.71
2021
122620.32
12041184
TE Marker
11+21.37
113.74
2022
122603,76
120394.71
TE Marker
11+22.87
88,54
2023
12233827
120203.37
TE Marker
9+92,91
-216.50
2024
122350,88
120195.25
TE Marker
10+07.77
-218:57
2025
122411,01
120288.65
TE Marker
10+23.09
-108,54
2026
122439,71
120302.80
TE Market
10+43.18
-83,65
2027
122647,91
120354.04
TE Marker
11+82.05
92,74
2029
122665.68
120374.57
TE Marker
11+79.31
119,76
2030
2031
122658,12
122640,20
120381,12
120360.42
TE Marker
TE Marker
11+69.36
11+72.12
118.75
91.51
COUNTY SURVEYOR'S CERTIFICATE
Deposited this J_ day of , 20 at &m. in
Booe%. of the Eagle County Surveyor's Land Survey Plats/Rights-
of-Way Surveys at Page=. This Land Survey Plat complies with
Section 38-51-102, of the Colorado Revised Statutes.
Sheet Revisions Sheet Revisions Sheet Revisions %A# Right of Wo Plans
Colorado Department of Transportation Pion Sheet
Date Description Initials Date Description Initials Date
Description Initials "
222 South 6th Street 01/29/13 Rev. storm sewer (No ROW change) BDL mm/dd/yyXXXXXXXX XXX mm/dd/yyXXXXXXXX XXX
OT Room 317 W O O L P E R T Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade
Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112 Eagle Count Ea le CO
(303) 925 -Il PHONE 9 Yr 9 r
Region 3 JEM (303) 925-1401 FAX 1Pro de: Lost Mod.Date Subset Sheet No.
16594 01-29-2013 7.02 of 7.06 7.0
C 6+20.68 I'":: LOT 7 BLOCK 1 W_
o I I Section 32, Tract 68 EBY' CREEK 2046
f SUBDIVISION ="o 1 _
! I5' UTILITY AND DRAINAGE .. I Z I t ii " S1 04 11 E
I EASEMENT BK. 244, PG. 762 - .0 h OfO0 s i :' 15' UTILITY EASEMENT T. 4 S. R. 84 W. REC. NO. 140925rim. 25.00'
ry REC No. 140925 �- lC/Y'�ASEME _
E 1 ._...., 110 C7 Sixth P.M. REC N0.140925 _ 'V
4 �f o o POB TE -105A 1
1 Parkin D ,
9 , # I I trainer No. 1 Tract 45 bears �- 46 34
O I S60° 39-05't 58.6 feet
, ..�� _ 2047
LOT 2 O o „E _
L`.._ EAGLE INTERCHANGE SOUTH
5g'A9
REC. N0. 700877 0,
y _ 3 Section 33, Tract 68
I I
2045 _ T. 4 S. R. 84 W.
585 9'4 ' E 105A Sixth P.M.
0 5.27' AD UNIDN PACIFIC RAILRDAD
-- - `� - 2048 PACIFIC RAILRO E -105A
25'HOLY CROSS RIGHT -439 st .„m _- -- - <
EASEMENT .gK 4p7, PG. a3y - =' _ 5+00 I OMAHA,
DOUGLAS STREET-
_ _ - UNION DMAHA, NE 68179
gK.24a,PG.762
_--- - �- ORp1N�E
,y UTIL
_ _ ITY Y
i ,'-, -WA t
T
't :
H
. --
,
:. 1G
,_t, �h.wT-; a a- f•�12.63, , fTl ;"i .•_ MANO ROAO R
EAS3EN T 69)
NOGAL RO
(PLA
N T
T
PACIFIC RAILROAD I � _ -_ _
NI I t, I ENS REG_N-9269 ,.
U
� ' t
_ L
11 �
.5
p
4:+00 D D ---
�; _
z
oba
Gate / �� Ci
ILJ
i
0o LOFTS ON ro
' • EAGLE RIVER
,..
N M NIUMS
-
LOT 1
o h 2
_ r
NOCK SUBDIVISION
I REC. NO. 708452 _._..........._
I q 1 I r�
Section 32, Tract 45
s
T. 4 S. R. 84 W. I 11 n I R _ _.__._ .__ ,._ °' x._._.__25 s�K�1"-50'1a°'
_ ( 76 76.._ E
Sixth P.M.
-� � ---- R
� +4 '9 P I I R
,. i yE I I '
CONDOMINIUMS
TRACT
--�_
LOFTS
EA
RIVER
Flood Plain - :i ' i 7=1-
Boundary �"�
I
EAGLE RIVER i 12+0 Flood Oda y
E EAGLE RIVER
TABULATION
OF TEMPORARY
EASEMENT POINTS TO
BE STAKED
Point No.
Northing(sft)
Easting(sft)
Description
Station
offset
2032
2033
123045,98
123034,55
119809.54
119819,41
TE Marker
TE Marker
18+39.82
18+15.75
-102.44
-99.88
2034
123026.08
119806.91
TE Marker
18+14.25
-114.91
2035
123381.59
119770,49
TE Marker
21+32.62
106,38
2036
123399.91
119798.11
TE Marker
21+27.64
139-14
2037
2038
123379.08
123360.76
119811,93
119784,31
TE Marker
TE Marker
21+02,92
21+07.90
135.38
10162
2039
123353.88
119774.83
TE Marker
21+09.18
90.98
2040
123322.78
119768.67
TE Marker
20+90.28
65,51
2041
123430.28
119694,87
TE Marker
22+08.82
88.27
2042
123433.63
119698.68
TE Marker
22+08.11
9129
2043
123478.71
119780.99
TE Marker
21+75.05
181,12
2044
1.23437,12
119718.31
TE Marker
21+95.50
108,73
2045
122043,19
120666.36
TE Marker
5+31,50
74,41
2046
1122221,92
120963,01
TE Marker
5+80,02
417.33
2047
2048
122200.51
122019,88
120975.91
120676,12
TE Marker
TE Marker
5+55-27
5+06.24
420.84
74.29
2049
122481.28
120249.74
TE Marker
11+43.60
-100.05
2050
122507,26
120233.00
TE Marker
11+73.60
-92.62
2051
12251&,82
120247.85
Tl Marker
11+69.36
-75,48
02
2 5
1 2254&.70
120223,58
TE Marker
+
12 07,51
_ 70.40
2053
2054
122509,82
122539.25
12016&,31
120147.36
TE Marker
TE Marker
12+21.72
12+42.39
-136.56
-130,46
2055
122581.69
120213.28
TE Marker
12+34.76
52.84
2056
122566.18
120226.68
TE Marker
12+18.61
-54.10
2057
123307.37
119583.76
TE Marker
22+12:98
-77.37
2058
123243.64
119638.81`
TE Marker
21+18.88
-83.84
2059
123215.86
119606.65
TE Marker
21+19.91
_12632
2060
2061
123312,29
123329,49
119546,89
119561.34
TE Marker
TE Marker
22+61,75
22+57.93
-95,86
-7172
2065
122285,86
120315,06
TE Marker
8+87,34
-132,39
2066
122436.56
120588,30
TE Marker
9+34.75
176.03
2070
122505.71
120464,20
TE Marker
10+35,25
90,55
2071
122522,32
120449:44
TE Marker
10+54,08
84,25
2072
2073
122530,36
122574,42
120458-50
120429,08
TE Marker
TE Marker
10+56.20
10+92.13
95,97
94,61
2074
122567,76
120420.84
TE Marker
10+91.92
84,02
3000
122887.62
120398,20
TE Marker
13+62,95
270.05
3001
122877.22
120409,01 1
TE Marker
13+48.13
272,38
3002
3003
122946.11
122957,51
120475,27
120465,43
TE Marker
TE Marker
13+62,99
13.78.02
366.80
365.84
COUNTY SURVEYOR'S CERTIFICATE
Deposited this J_ day of , 20 at &m. in
Booe%. of the Eagle County Surveyor's Land Survey Plats/Rights-
of-Way Surveys at Page=. This Land Survey Plat complies with
Section 38-51-102, of the Colorado Revised Statutes.
Sheet Revisions Sheet Revisions Sheet Revisions %A# Right of Wo Plans
Colorado Department of Transportation Pion Sheet
Date Description Initials Date Description Initials Date
Description Initials "
222 South 6th Street 01/29/13 Rev. storm sewer (No ROW change) BDL mm/dd/yyXXXXXXXX XXX mm/dd/yyXXXXXXXX XXX
OT Room 317 W O O L P E R T Project Number: C 702-278
Grand Junction, CO 81501 116 INVERNESS DRIVE EAST #105 Project Location: I-70 Eagle Interchange Upgrade
Phone: 970-683-6233 FAX: 970-683-6249 ENGLEWOOD COLORADO 80112 Eagle Count Ea le CO
(303) 925 -Il PHONE 9 Yr 9 r
Region 3 JEM (303) 925-1401 FAX 1Pro de: Lost Mod.Date Subset Sheet No.
16594 01-29-2013 7.02 of 7.06 7.0
C 6+20.68 I'":: LOT 7 BLOCK 1 W_
o I I Section 32, Tract 68 EBY' CREEK 2046
f SUBDIVISION ="o 1 _
! I5' UTILITY AND DRAINAGE .. I Z I t ii " S1 04 11 E
I EASEMENT BK. 244, PG. 762 - .0 h OfO0 s i :' 15' UTILITY EASEMENT T. 4 S. R. 84 W. REC. NO. 140925rim. 25.00'
ry REC No. 140925 �- lC/Y'�ASEME _
E 1 ._...., 110 C7 Sixth P.M. REC N0.140925 _ 'V
4 �f o o POB TE -105A 1
1 Parkin D ,
9 , # I I trainer No. 1 Tract 45 bears �- 46 34
O I S60° 39-05't 58.6 feet
, ..�� _ 2047
LOT 2 O o „E _
L`.._ EAGLE INTERCHANGE SOUTH
5g'A9
REC. N0. 700877 0,
y _ 3 Section 33, Tract 68
I I
2045 _ T. 4 S. R. 84 W.
585 9'4 ' E 105A Sixth P.M.
0 5.27' AD UNIDN PACIFIC RAILRDAD
-- - `� - 2048 PACIFIC RAILRO E -105A
25'HOLY CROSS RIGHT -439 st .„m _- -- - <
EASEMENT .gK 4p7, PG. a3y - =' _ 5+00 I OMAHA,
DOUGLAS STREET-
_ _ - UNION DMAHA, NE 68179
gK.24a,PG.762
_--- - �- ORp1N�E
,y UTIL
_ _ ITY Y
i ,'-, -WA t
T
't :
H
. --
,
:. 1G
,_t, �h.wT-; a a- f•�12.63, , fTl ;"i .•_ MANO ROAO R
EAS3EN T 69)
NOGAL RO
(PLA
N T
T
PACIFIC RAILROAD I � _ -_ _
NI I t, I ENS REG_N-9269 ,.
U
� ' t
_ L
11 �
.5
p
4:+00 D D ---
�; _
z
oba
Gate / �� Ci
ILJ
i
0o LOFTS ON ro
' • EAGLE RIVER
,..
N M NIUMS
-
LOT 1
o h 2
_ r
NOCK SUBDIVISION
I REC. NO. 708452 _._..........._
I q 1 I r�
Section 32, Tract 45
s
T. 4 S. R. 84 W. I 11 n I R _ _.__._ .__ ,._ °' x._._.__25 s�K�1"-50'1a°'
_ ( 76 76.._ E
Sixth P.M.
-� � ---- R
� +4 '9 P I I R
,. i yE I I '
CONDOMINIUMS
TRACT
--�_
LOFTS
EA
RIVER
Flood Plain - :i ' i 7=1-
Boundary �"�
I
EAGLE RIVER i 12+0 Flood Oda y
E EAGLE RIVER