HomeMy WebLinkAbout1078Colorado Department of Transportation
i 222 S. 6th Street - Room 317
Grand Junction, CO 81501
Phone: 970-683-6233 FAX: 970-683-6249
Region 3 Right of Way LED
4 0
A A
SECTION CORNER QUARTER AND SIXTEENTH,
• • SECTION CORNERS ■
O1I O
SET EASEMENT TEMPORARY RIGHT OF WAY
MONUMENT EASEMENT POINT MARKER
0 0 0
PP NOAA
BLM QUARTER, SIXTEENTH,
BLM MARKER PROPERTY PIN NOAA MARKER AND SECTION CORNERS
0 0 • 0 0
FED WC WC FIM USGS
FEDERAL MONUMENT WITNESS CORNER BENCH MARK USGS MARKER
® o El
ROW
LOCAL OR PLSS SECONDARY CONTROL RIGHT OF WAY
MONUMENT MONUMENT MARKER
N 9.88 CN 10.13 '&N 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
MONUMENT CONTROL MONUMENT NETWORK CONTROL MONUMENT
PERMANENT, PROPERTY, SLOPE, & UTILITY EASEMENT LINE
-------------------
TEMPORARY EASEMENT LINE (EXISTING)
R -t R
PROPERTY BOUNDARY LINE (EXISTING AND PROPOSED)
A- -- A--- -A-
-
A- - A- - -A-
ACCESS CONTROL LINE
111 111 111
II II II
BARRIER ACCESS CONTROL LINE
RIGHT OF WAY LINE
V__ - -V__e V____
VIRGIN RIGHT OF WAY LINE (PROPOSED)
CITY LIMIT LINE (EXISTING)
COUNTY LINE (EXISTING)
QUARTER SECTION LINE
SECTION LINE
-----------------
-----------------
SIXTEENTH
__-v_--__---__--SIXTEENTH SECTION LINE
STATE LINE (EXISTING)
TOWNSHIP LINE (EXISTING)
Sheet Revisions Sheet Revisions Right of Way Plans
Description Initials Date Description Initials
LUND Title Sheet
led Sheets 2.01, 5.01. 7.03,7.04 & 7.06 GFS
Project Number: STA 0702-327
p1'2265W Bayaud Avenue, Suite 130
Lakewood, Colorado 80228 Project Location: I-70 VAIL UNDERPASS
P 303 989.1461 F 303.989 4094
TOWN
TOWN OF VAIL, EAGLE COUNTY
OF IL,x �.� � t Pro ed Code: Last Mod. Date Subset Sheet N
19094 11-22-2017 i 1.01 to 1.01 1 1.01
DEPARTMENT OF TRANSPORTATION
SHEET NO.
INDEX OF SHEETS
`��\�4(.00 f Q/`�t��`''�
1'01
(1)
Title Sheet
STATE OF COLORADO
2.01
(1)
Tabulation of Properties
_
= 0c) i O
"rs ° 23.
3.OX
(N/A)
Project Control Diagram
RIGHT OF WAY PLANS OF PROPOSED
4.01-4.03
(3)
Land Survey Control Diagram
FEDERAL AID PROJECT NO. STA 0702-327
5.01
(1)
Monumentation Sheets
106° 22'25.48726" W
6.OX
(NA)
Tabulation of Road Approach Sheets
INTERSTATE 70 - VAIL UNDERPASS Scales of Original 11x17 Drawings
7.01-7.07
(7)
Plan Sheets
TOWN OF VAIL, EAGLE COUNTY Plan Sheets 1"=50'
8.01
(1)
Ownership Map
Section 12, Township 5 South, Range 81 West Ownership Map 1"=300' (14) Total Sheets
of the 6th Principal Meridian BASIS OF BEARINGS: All bearings are based on the line connecting
R.O.W. Length of Project = 0.41 Miles "WOODMAN" to "SPRADDLE" being a GRID bearing of N. 72°26'53" E. as
Const. Length of Project = 0.41 Miles obtained from a global positioning system (GPS) survey based on the Colorado
Mile Posts 174.55 to 174.96 Hi h Accurac Reference Network (CHARN) Said Grid bearin is NAD 83
STA. 113+29.55
12
175
cll
J» 13 rn cn
O
O>O
J72...
TOP OF CUT
FILING CERTIFICATION: A
DEPOSITED THIS 4 DAY OF .., 201J, AT.M.,
rOE OF FILL c
IN BOOK OF THE COUNTY LAND SURVEYS/RIGHT OF WAY
Note: For a complete listing of symbology used within this set of SURVEYS AT PAGE RECEPTION NUMBER
plans, please refer to the M-100-1 Standard Symbols of the Colorado o
Department of Transportation M&S Standards Publication dated July SIGNED LQ
2012. Existing features are shown as screened weight (gray scale),
except as noted with the word (existing). Proposed or new features DEPT.
are shown as full weight without screening, except as noted with the
word (proposed).
24
g Y g
(2011) Colorado State Plane - Central Zone 502. "WOODMAN" (PID AB2085) is
a National Geodetic Survey (NGS) first order horizontal mark monumented with a
3.5" diameter brass cap set flush in a boulder, cap stamped in part "WOODMAN
1994". "SPRADDLE" (PID AB2083) is a National Geodetic Survey (NGS) first
order horizontal mark monumented with a 3.5" diameter brass cap set flush in a
boulder, cap stamped in part "SPRADDLE 1994".
1. This Right -of -Way Pian is not a boundary survey of the adjoining property and is
prepared for the Town of Vail and Colorado Department of Transportation
purposes only.
2. For title information the Town of Vail, and the Colorado Department of
Transportation relied on Title Commitments prepared by Heritage Title Company.
See Sheet 2.01 for specific title information.
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 the Town of Vail and CDOT that this set is the
most current. The information contained on the attached drawing is not valid
unless this copy bears an original signature of the Professional Land Surveyor
hereon named.
NOTICE: According to Colorado law 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 date of the certification shown hereon.
17 16
COLORADO DEPARTMENT OF TRANSPORTATION
FEDERAL A/D H/GHWA YPROJECT
19 ROW PLANS AUTHORIZED.'
DATE
20 21
CDOT RIGHT OF WAY PROGRAM MANAGER
PROJECT LOCATION MAP
SCALE: 1" = 6,000'
0' 3000' 6000' 12000'
SURVEYOR STATEMENT
����t41t11iitrut/1>i
(ROW PLAN)
`��\�4(.00 f Q/`�t��`''�
/, Geoffrey F. Stephenson, a professional /and surveyor licensed in the
�� p� �°°y t - ,'� °O0
State of Colorado, do hereby state to the Town of Vail, and the Colorado
or �` a G7
Department of Transportation, that based upon my knowledge, information
o°O I t iv d I - • o
and belief, research, calculations and evaluation of the survey evidence were
_
= 0c) i O
"rs ° 23.
performed, and this Right -of -Way Plan was prepared under my responsible
0 a° cc
charge in accordance with applicable standards of practice defined by
0 0 ,
Colorado Department of Transportation pub/ications. This statement is not a
00°
°
guaranty or warranty, either expressed or implied.
U 0 o
��rr�7rf//1li
PLS No. 23521
\•
Ft i l l i�������
Colorado De artment of Trans ortation Sheet Revisions Sheet Revisions Pro'ect and Land Survey Control Diagram
P P
Date Description Initials Date Description Initials Title Sheet
LUND ect Number: STA 0702-327
222 S. 6th Street -Room 317 � 1 �>-�_�.t .,>�.rs- Pro 1
Grand Junction,CO 81501 12265wSayaudAvenue, Suite 130 Project Location: 1-70 VAIL UNDERPASS
nAv�-
Lakewood C01Mdo 80228
Phone: 970-683-6233 FAX: 970-683-6249 P303989148/ F 303989.4094
TOWN O F UA I L ux1^,°r; TOWN e VAIL, EAGLE COUNTY
Region 3 Right of Way LED i;r s t rr Pro'ect Code: Lasl9Q-9nite Subset Sheet No.
lonaa ns-9QI a m t� a na In n�
0 0
A A
SECTION CORNER QUARTER AND SIXTEENTH
SECTION CORNERS
O D o
SET EASEMENT TEMPORARY RIGHT OF WAY
MONUMENT EASEMENT POINT MARKER
0 0 0 0
BLM PP NOAA
QUARTER, SIXTEENTH,
BLM MARKER PROPERTY PIN NOAA MARKER AND SECTION CORNERS
0 0 • 0 0
FED WC WC BM USGS
FEDERAL MONUMENT WITNESS CORNER BENCH MARK USGS MARKER
® ROW❑
LOCAL OR PLSS SECONDARY CONTROL RIGHT OF WAY
MONUMENT MONUMENT MARKER
AN 9.88 ON 10.13 '*N 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
MONUMENT CONTROL MONUMENT NETWORK CONTROL MONUMENT
Note: For a complete listing of symbology 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 dated July
2012. Existing features are shown as screened weight (gray scale).
Proposed or new features are shown as full weight without screening.
General Notes:
I �" , • , , A , / , A
1. This Land Survey Control Diagram is not a boundary survey of the
adjoining property and is prepared for the Town of Vail and the Colorado
Department of Transportation purposes only. No determination has been
made to determine if the found monuments as shown are in their proper
position or if they are at the corners they are intended to monument.
2. This plan set is subject to change and may not be the most current
set- It is the user's responsibility to verify with the Town of Vail and CDOT
that this set is the most current. The information contained on the attached
drawing is not valid unless this copy bears an original signature of the
Professional Land Surveyor hereon named.
3. Refer to the M-629-1 Survey Monuments of the Standard Plans dated
July, 2012 found in The Colorado Department of Transportation, M & S
Standards for typical survey monument descriptions.
FILING CERTIFICATION:
DEPOSITED THIS'tDAY OF6-0A 20JYATA-•M•,
IN BOOK A-- OF THE COUNTY LAND SURVEYS/RIGHT OF WAY
SURVEYS T P GE 'R2EC PTION NUMBER
SIGNED
DEPT.
STATE OF COLORADO
LAND SURVEY CONTROL DIAGRAM
1-70 Vail Underpass
Sections 6 and 7
Township 5 South, Range 80 West
AND
Sections 1 and 12
Township 5 South, Range 81 West
of the 6th Principal Meridian
Eagle County, Colorado
PROJECT LOCATION MAP N
SCALE: 1" = 6,000'
0' 3000' 6000' 12000'
SHEET NO. INDEX OF SHEETS
4.01 (1)
Title Sheet
4.02 (1)
Monument Coordinate Tables
4.03 (1)
Plan Sheet
(3)
35
36
Parcel No.
Owner &Mailing Address
31
32
33
T4S.R81 W
Remarks
Area Of
Existing
754816.13
T4S.R80
Remainder
T5S.R81 W
39° 38'38.53811" N
106° 22'25.48726" W
Range 81 West 6th P.M.
Parcel
T5S.R80
Net Area
Left
Right
1
8287.
FOUND 3 1/2" NGS BRASS DISK IN BOULDER (PID AB2083)
6
5
106° 26'58.52274" W
4
PROJECT
LOCATION
1648196.95
2732461.42
-
TOWN
733566.32
7731.29
FOUND 3 1/2" NGS BRASS DISK IN CONCRETE ABUTMENT (PID KI -0004)
VAIL PASS *
Association, Inc.
1209 Interstate 70 Frontage Road
Savoy Villas Condominiums
O
1618330.13
6,755
PRISCO
618984.52
798735.61
454-H0419655-610-ETO
VAIL
1-70
1180 N. Frontage Rd.
Vail, CO
Vail, Colorado
12
1652149.01
(0.155)
7
652817.07
728168.05
Amendment No. 2
I
746219.65
Vail, CO 81657
362
8
9
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
l-
659131.02
tj,
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
2624
....._ .....
(-h
Malia Nobrega (970)476-4300
13
00
00
18
17
16
24
Simba Run Condominium Association,
19
Inc., a Colorado non-profitcorporation
1312 Interstate 70 Frontage Road
Simba Run Condominiums
4,450
20
21
PROJECT LOCATION MAP N
SCALE: 1" = 6,000'
0' 3000' 6000' 12000'
SHEET NO. INDEX OF SHEETS
4.01 (1)
Title Sheet
4.02 (1)
Monument Coordinate Tables
4.03 (1)
Plan Sheet
(3)
Total Sheets
BASIS OF BEARINGS: All bearings are based on the line connecting "WOODMAN"
to "SPRADDLE" being a GRID bearing of N. 72°26'53" E. as obtained from a global
positioning system (GPS) survey based on the Colorado High Accuracy Reference
Network (CHARN). Said Grid bearing is NAD 83 (2011) Colorado State Plane -
Central Zone 502. "WOODMAN" (PID AB2085) is a National Geodetic Survey (NGS)
first order horizontal mark monumented with a 3.5" diameter brass cap set flush in a
boulder, cap stamped in part"WOODMAN 1994". "SPRADDLE" (PID AB2083) is a
National Geodetic Survey (NGS) first order horizontal mark monumented with a 3.5"
diameter brass cap set flush in a boulder, cap stamped in part "SPRADDLE 1994".
BASIS OF ELEVATIONS: Project elevations are GPS derived heights based Geoid
12A as published by the NGS. The GPS network was constrained to NGS Second
Order bench mark'T 280" (PID KI -0004) with a published NAVD 88 elevation of
7731.29 feet. Differential digital levels were run between the listed set secondary
project control points as shown herein to establish precise vertical control within the
project limits. Datum is NAVD88.
COORDINATE DATUM: Project coordinates are modified Colorado State Plane
Central Zone NAD '83/(2011) coordinates. The combined elevation/scale factor
used to modify the coordinates from state plane to project coordinates is
1.000404360. The resulting project coordinates are truncated by 1,000,000ft in the
Northing and 2,000,000ft in the Easting after converting from state plane coordinates
to project coordinates.
Project Coordinates Northing US Survey Feet = (State Plane Coordinate Northing
* 1.0004043600 - 1,000,000)
Project Coordinates Easting US Survey Feet = (State Plane Coordinate Easting
* 1.0004043600 - 2,000,000).
The horizontal positional accuracy tolerance for this land survey control diagram
meets the CDOT Class "B" secondary tolerance as defined in the CDOT survey
manual chapter 5, paragraph 5.2.2 and 5.5,3.
The vertical accuracy tolerance for this land survey control diagram meets the
minimum vertical accuracy tolerance as defined in the CDOT survey manual chapter
5, paragraph 5.8.6.
The CDOT survey manual can be viewed at
HTTP://WWW.COLORADODOT.INFO/BUSINESS/MANUALS/SURVEY
NOTICE: According to Colorado law 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 date of the certification shown hereon.
SURVEYOR STATEMENT �\\���tlltliii+irrrrllf�7r�
(LAND SURVEY CONTROL DIAGRAM) ��` Ot P�O oEG/S�r��/f,
1, Geoffrey F. Stephenson, a professional land surveyorlicensed in �CJ` 00°,v° : r/110
the State of Colorado, do hereby state to the Town of Vail and the ° o
Colorado Department of Transportation this Land Survey Control
Diagram was prepared and the field survey it represents was
performed under my responsible charge and, based upon my w ° 23 0°
knowledge, information and belief is in accordance with applicable 0f ° a
standards of practice defined by the Colorado Department of
Transportation publications. This statement is not a guaranty or 00°®
PLS No. 2352texpressed orimplied. ",11,1141;L j1t171Is41�t1�t������
Sheet Revisions Sheet Revisions Ri to Wa Plans
Colorado Deportment of Transportation Date Description Inivais Date Description Initials �y LUND Tabulation of Properties
11/2212017 Added Reception Numbers to RW -2, PE -2 & PE -2A GFS q-`
222 S. 6th Street - Room 31712265 W. Baaud AvenueSuite 130 Project Number: STA 0702-327
,
• Grand Junction, CO 81501 Lakeywood Colorado 80228 Project Location: 1-70 VAIL UNDERPASS
Phone: 970-683-6233 FAX: 970-683-6249P'303.989.1461 F'303.989.4094 TOWN OF VAIL, EAGLE COUNTY
Region 3 Ri ht of Wa TOWN OF Mod.
g g Y LED L � Pro 19094 de: L 11-22 2_017fetos2.01 SheeOt No.
R.O.W. Tabulation of Properties in Eagle County - 1-70 Vail Underpass
GEODETIC COORDINATES - NAD 83 (2011)
LATITUDE LONGITUDE
ELLIPSOID
HEIGHT
MAPPINGANGLE
Location
Area In Square Feet (Acres)
Book and
NAVD 88
ELEVATION
DESCRIPTION
Parcel No.
Owner &Mailing Address
Parcel Address
Township 5 South
Page No.
AndlOr
Title Commitment
No.
Remarks
Area Of
Existing
754816.13
Remainder
Remainder
SPRADDLE
39° 38'38.53811" N
106° 22'25.48726" W
Range 81 West 6th P.M.
Parcel
ROW
Net Area
Left
Right
Reception No.
8287.
FOUND 3 1/2" NGS BRASS DISK IN BOULDER (PID AB2083)
T 280 *
Savoy Villas Condominium
106° 26'58.52274" W
7690.18
0°35'56"
1648196.95
2732461.42
T 280 *
648863.41
733566.32
7731.29
FOUND 3 1/2" NGS BRASS DISK IN CONCRETE ABUTMENT (PID KI -0004)
VAIL PASS *
Association, Inc.
1209 Interstate 70 Frontage Road
Savoy Villas Condominiums
6,755
1618330.13
6,755
VAIL PASS*
618984.52
798735.61
454-H0419655-610-ETO
For construction and grading, including reconstruction of
TE -1
1180 N. Frontage Rd.
Vail, CO
Vail, Colorado
(0.155)
1652149.01
(0.155)
1 WOODMANI
652817.07
728168.05
Amendment No. 2
condominium enVanceand installation oflandscaping
746219.65
Vail, CO 81657
362
NE 1/4 Section 12, T5S, R81W, 6th P.M.
746356.72
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
363
659131.02
746477.51
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
2624
660945.82
748452.58
Malia Nobrega (970)476-4300
Simba Run Condominium Association,
Inc., a Colorado non-profitcorporation
1312 Interstate 70 Frontage Road
Simba Run Condominiums
4,450
4,450
201,974
Rec.No.
454-H0419695-610-ETO,
RW -2
1100 N. Frontage Rd.
Vail, CO 81657
Vail, Colorado
(0.102)
(0.102)
(4.637)
201614679
Amendment No. 3
Vail, CO 81657
NE 1/4 Section 12, T5S, R81W, 6th P.M.
Anne Nelson (303) 690-6038
18,855
18,855
Rec.No.
Forconstruction, use and maintenance of roadway slopes,
PE -2
Same as Above
Same as Above
Same as Above
(0.433)
(0.433)
201614679
Same as Above
subsurface reinforcing elements for retaining walls, and
drainage facilities
2,270
2,270
Rec.No.
For construction, use and maintenance of roadway slopes,
PE -2A
Same as Above
Same as Above
Same as Above
(0.052)
(0.052)
201614679
Same as Above
subsurface reinforcing elements for retaining walls, utilities
and drainage facilities
For construction and grading, including installation of
TE 2
Same as Above
Same as Above
Same as Above
35,182
35,182
Same as Above
landscaping, reconstruction of roadway, lighting,and
(0.808)
(0.808)
associated appurtenances for condominium entrance and
removal of recreation path
SOHO Development LLC, a Colorado
TE -3
limited liability company
1031 South Frontage Road
Vail, Colorado
759
759
454-HO419930-610-ETO
Forconstruction and grading
390 Interlocken Crescent
Vail, CO 81657
NE 1/4 Section 12, T5S, R81W, 6th P.M.
(0.017)
(0.017)
Amendment No. 2
Broomfield, CO 80021
Vail Run Resort Community
Association, Inc., a Colorado non-profit
Vail Run Resort Community
corporation
1218 Interstate 70 Frontage Road
3,117
3,117
454-H041 97 1 7-6 1 0 ETO
Forconstruction and grading, including
TE 4
1000 Lions Ridge Loop
Vail, CO 81657
Vail, Colorado
(0.072)
(0.072)
Amendment No. 2
removal of recreation path
NE 1/4 Section 12, TSS, R81W, 6th P.M.
Vail, CO 81657
Alan McLean (970) 476-1500
Sheet Revisions Sheet Revisions
Colorado Department of Transportation Date Description Initials Date Description Initials
' 222 S. 6th Street - Room 317
Grand Junction, CO 81501
Phone:970-683-6233 FAX:970-683-6249 0"",
Region 3 Right of Way LED TOWN OF 1L.10
L
® GEODETIC COORDINATE SUMMARY TABLE OF FOUND NATIONAL GEODETIC SURVEY (NGS) CONTROL POINTS (HELD FIXED U.S. FEET)
LLUND
12265 Wwood. Bayaud Ave,nue
, Swte 130
LakeColorado 80228
P.303.989.1461 F' ----
an
4094
and an Survey Control Diagram
Monumentation Sheet
Project Number: STA 0702-327
Project Location: 1-70 VAIL UNDERPASS
TOWN OF VAIL, EAGLE COUNTY
POINT NO.
GEODETIC COORDINATES - NAD 83 (2011)
LATITUDE LONGITUDE
ELLIPSOID
HEIGHT
MAPPINGANGLE
NAD 83 (2011) ZONE 502
NORTHING EASTING
POINT NO.
PROJECT COORDINATES
NORTHING EASTING
NAVD 88
ELEVATION
DESCRIPTION
GPS 005 *
39° 38'35.22804" N
106° 22'28.61797" W
8165.73
0°33'06"
1660320.21
2753702.64
GPS 005 *
660991.57
754816.13
8207.
FOUND 3 1/4" ALUMINUM CAP IN BOULDER (PID AH7731)
SPRADDLE
39° 38'38.53811" N
106° 22'25.48726" W
8246.58
0°33'04"
1660652.75
2753950.75
SPRADDLE
661324.26
755064.34
8287.
FOUND 3 1/2" NGS BRASS DISK IN BOULDER (PID AB2083)
T 280 *
39'36'33.30981" N
106° 26'58.52274" W
7690.18
0°35'56"
1648196.95
2732461.42
T 280 *
648863.41
733566.32
7731.29
FOUND 3 1/2" NGS BRASS DISK IN CONCRETE ABUTMENT (PID KI -0004)
VAIL PASS *
39'31'44,04431" N
106° 13'03.17284" W
10570.03
0°27'09"
1618330.13
2797604.37
VAIL PASS*
618984.52
798735.61
10611.00
FOUND 3 1/2" NGS BRASS DISK IN BOULDER (PID AB2084)
WOODMAN
39° 37' 11.80369" N
106° 28' 08.00559" W
7607.01
0°3640"
1652149.01
2727065.33
1 WOODMANI
652817.07
728168.05
7648.7
FOUND 3 1/2" NGS BRASS DISK IN BOULDER (PID AB2085)
*Denotes Control Points Not Shown On Diagram
PROJECT COORDINATE SUMMARY TABLE OF SET SECONDARY SURVEY CONTROL POINTS (ADJUSTED FIELD DATA U.S. FEET):
POINT NO.
PROJECT COORDINATES
NORTHING EASTING
NAVD 88
ELEVATION
DESCRIPTION
1
661237.01
749022.54
8143.22
SET 2" ALUMINUM CAP ON #5 REBAR STAMPED "L.P.I. SURVEY CONTROL POINT 1"
2
660435.72
747718.64
8116.01
SET 2" ALUMINUM CAPON #5 REBAR STAMPED "L.P.1. SURVEY CONTROL POINT 2"
3
659537.17
746513.60
8086.47
SET 2" ALUMINUM CAPON #5 REBAR STAMPED "L.P.1. SURVEY CONTROL POINT 3"
4
660489.80
748805.60
8105.85
SET 2" ALUMINUM CAPON #5 REBAR STAMPED "L.P.1. SURVEY CONTROL POINT 4"
5
660207.80
747834.04
8102.00
SET 2" ALUMINUM CAPON #5 REBAR STAMPED "L.P.I. SURVEY CONTROL POINT 5"
6
659342.69
746615.91
8078.72
SET 2" ALUMINUM CAPON #5 REBAR STAMPED "L.P.I. SURVEY CONTROL POINT 6"
® ® ALIQUOT CORNERS TABULATION PROJECT SPECIFIC COORDINATES (U.S. FEET):
O
POINT NO.
PROJECT COORDINATES
NORTHING FASTING
LOCATION
DESCRIPTION
200
659681.53
747586.38
NORTHEAST 1/16TH CORNER SECTION 12, T5S, R81W, 6TH P.M.
FOUND 2 1/2" ALUMINUM CAP STAMPED "U.S. DEPT OF AGRICULTURE - FOREST SERVICE - LS 12457 - NE 1/16 - S12 - 2004"
201
658302.32
747565.56
CENTER EAST 1/16TH CORNER SECTION 12, T5S, R81W, 6TH P.M.
FOUND 2 1/2" ALUMINUM CAP STAMPED "U.S. DEPT OF AGRICULTURE - FOREST SERVICE - CADASTRAL SURVEY - CE 1/16- S12"
202
661035.67
746233.25
NORTH 1/4 CORNER SECTION 12, T5S, R81W, 6TH P.M.
FOUND 2 1/2" BRASS CAP STAMPED "U.S. GENERAL LAND OFFICE SURVEY - 1942 Sl -SIT -
220
658296.10
743379.58
WEST 1/4 CORNER SECTION 12, T5S, R81W, 6TH P.M.
FOUND 2 1/2" BRASS CAP STAMPED "U.S. GENERAL LAND OFFICE SURVEY- 19112 S111 S12"
221
661093.25
748985.48
NORTHEAST CORNER SECTION 12, T5S, R81W, 6TH P.M.
CALCULATAED LOCATION OF CORNER PER RECORDED DISTANCES FROM REFERENCE MONUMENTS
1209
661063.91
748968.49
33.9' R.M. TO NORTHEAST CORNER SECTION 12, TSS, R81W, 6TH P.M.
FOUND 3 1/2" ALUMINUM CAP ON PIPE STAMPED "U.S. DEPARTMENT OF INTERIOR BLM 1986 33.9' TO COR RM T5S R81W"
1211
661086.25
749006.54
22.2' R.M. TO NORTHWEST CORNER SECTION 7, T5S, R80W, 6TH P.M.
FOUND 3 1/2" ALUMINUM CAP ON PIPE STAMPED "U.S. DEPARTMENT OF INTERIOR BLM 1984 22.2' TO COR RM T5S R80W"
FOUND PROPERTY EVIDENCE TABULATION - PROJECT SPECIFIC COORDINATES (U.S. FEET)
POINT NO.
PROJECT COORDINATES
NORTHING (SFT) EASTING (SFT)
DESCRIPTION
320
660487.41
747733.43
FOUND 1 1/2" ALUMINUM CAP STAMPED "PLS 1684"
322
659493.56
746394.86
FOUND 1 1/2" ALUMINUM CAP STAMPED "PROP COR"
324
659691.06
747369.34
FOUND 11/2" YELLOW PLASTIC CAP STAMPED "HCE- PLS 19598- PROP COR"
327
660057.11
747888.08
FOUND 1 1/2" ALUMINUM CAP STAMPED "PLS 16306"
329
660189.21
748029.79
FOUND PK NAIL IN ASPHALT SIDEWALK
331
660290.37
748001.30
FOUND 1 1/2" ILLEGIBLE ALUMINUM CAP
335
660433.13
748201.85
FOUND 1 1/2" ALUMINUM CAP STAMPED "PLS 30091"
337
660558.05
748415.12
FOUND 1 1/2" ALUMINUM CAP STAMPED "PLS 30091"
339
660582.50
748457.79
FOUND 1 1/2" ILLEGIBLE ALUMINUM CAP
341
660631.09
749142.37
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 21598"
343
661605.81
749603.05
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
345
661631.64
749649.56
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
347
659224.40
745848.49
FOUND 11/2" ILLEGIBLE ALUMINUM CAP
349
659338.55
746001.73
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 20895"
351
659403.46
746089.15
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
353
661878.61
750203.65
FOUND 11/2" ILLEGIBLE ALUMINUM CAP
361
658890.92
746219.65
FOUND 11/2" ILLEGIBLE ALUMINUM CAP
362
659041.86
746356.72
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
363
659131.02
746477.51
FOUND 11/2" ALUMINUM CAP STAMPED "PLS 26598"
2624
660945.82
748452.58
I FOUND #5 REBAR NO CAP
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