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S 89015'47" E 393.75'
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RECOVERED 2.5" BRASS CAP
ON 1" DIAMETER IRON PIPE
0.9' ABOVE GROUND IN
MOUND OF STONES
MARKED AS SHOWN
BELOW:
G
T�T2S °
R83W
\S21
1916
m
IMPROVEMENT SURVEY PLAT
N 17.09'04" E 7.74' (A.M.)
N 16 °10' E 4 92' (REC.)
N 16.54'58" E 30.E
N 16 °10' E 30.76'
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LOTS 10 & 25
CONTAINING 26,601 3Q. FT.
OR 0.61 ACRES MORE OR LE33
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/ • . •• RIOIpTY l!E
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N ?'1.98'52 E 119.72' (REC') Q.
N 1 T ° 15' Q' ��
4p % �-
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DILAPITATED /
STONE
BUILDING I , Ate_ O
1E8 BOND ROAD pIV O
O
�\ S 19.08'51" E 30.23' (A.M.)
104 ` \ + , /� S 20 °09' E 29.96' (REC.)
ti lyq y
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TWO STORY
WOOD CAN
N 29.48'28" E 57.50' (A.M.)
N 29 '30'E 57.55' (REC.)
8
S 89016134" E 183.16' (A.M.)
A
S 89 057' E 182.62' (REC.)
A PARCEL OF LAND SITUATED IN A
PORTION OF THE SOUTHEAST ONE — QUARTER
OF SECTION 16, TOWNSHIP 2 SOUTH,
RANGE 83 WEST OF THE 6TH PRINCIPAL
MERIDIAN, COUNTY OF EAGLE,
STATE OF COLORADO
RECOVERED 3.25" BRASS CAP ON 2.5"
DIAMETER IRON PIPE 0.9' ABOVE GROUND
IN MOUND OF STONES
MARKED AS SHOWN
BELOW:
ID 1/256
S16 I S15
,,,19 95
LAi�
1. 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
PER STATE STATUTE 13- 80- 105(3)(a) C.R.S.
2. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY
PUBLIC LAND SURVEY MONUMENT OR ACCESSORY COMMITS A CLASS 2
MISDEMEANOR PURSUANT TO STATE STATUTE 18 -4 -508 C.R.S.
3. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF GADABRA, LLC,
A COLORADO LIMITED LIABILITY COMPANY. SURVEYORS CERTIFICATE DOES
NOT EXTEND TO ANY UNNAMED PERSON, PERSONS, OR ENTITY. ONLY
SIGNED AND SEALED PRINTS OF THIS SURVEY SHALL BE DESIGNATED
OFFICIAL COPIES.
4. THIS IMPROVEMENT SURVEY PLAT DOES NOT CONSTITUTE A TITLE SEARCH
BY LYON LAND SURVEYING & MAPPING, LTD. FOR ALL INFORMATION
REGARDING EASEMENTS, RIGHTS -OF -WAY OR TITLE OF RECORD, LYON
LAND SURVEYING & MAPPING, LTD. RELIED ON TITLE COMMITMENT
NUMBER 598- HO425572- 023 -DT3, EFFECTIVE DATE FEBRUARY 13, 2015 AT
7:00 A.M., PREPARED BY HERITAGE TITLE COMPANY.
5. DATE OF FINAL FIELD SURVEY: APRIL 25, 2015. LYON LAND SURVEYING &
MAPPING LTD. AND THE SURVEYOR OF RECORD ARE NOT RESPONSIBLE
FOR THE LOCATION OF ANY IMPROVEMENTS PLACED, OR SITE
MODIFICATIONS, AFTER THE DATE OF THE FIELD WORK.
6. VISIBLE AND APPARENT EVIDENCE OF RIGHTS OR CLAIMS OF PARTIES IN
POSSESSION, EASEMENTS OR CLAIMS OF EASEMENTS, AND APPARENT
DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGES IN AND
POSSIBLE AREAS OF CONCERN ARE SHOWN HEREON TO THE BEST OF OUR
KNOWLEDGE AND BELIEF.
7. ALL DISTANCES ARE GROUND AND MEASURED IN U.S. SURVEY FEET.
8. THE LOCATION AND ALIGNMENT OF BURIED UTILITIES SHOWN HEREON WAS
BASED ON VISIBLE SURFACE EVIDENCE. LYON LAND SURVEYING &
MAPPING, LTD. CAN MAKE NO WARRANTY, EXPRESSED OR IMPLIED, THAT
ALL BURIED UTILITIES ARE SHOWN.
9. LYON LAND SURVEYING & MAPPING, LTD. DID NOT EXAMINE OR ADDRESS
PATENTS, SURFACE OR SUB - SURFACE MINERAL OR WATER RIGHTS WHILE
PREPARING THIS SURVEY AND ASSUMES NO RESPONSIBILITY FOR THESE
MATTERS RELATED TO THE SUBJECT PROPERTY. SHOULD ANY OF THESE
ITEMS BECOME AN ISSUE WE SUGGEST THAT AN ATTORNEY OR PARTY
WHO SPECIALIZES IN THESE MATTERS BE CONTACTED.
10.U.S. PATENT NO. 1168753 AFFECTS THE SUBJECT PARCEL BUT IS
UNCHARTABLE DUE TO AMBIGUITY OR UNCLARITY.
20 10 0 20
SCALE: 1 " = 20'
r
SITE
BOND ROAD
I
D BOND
o
a
0
VICINITY MAP
N T. S.
BASIS OF BEARINGS - ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO
STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN
DATUM 1983. BEARINGS ARE BASED ON THE EAST LINE OF TRACT 51 AS SET
FORTH IN THE DEPENDENT RESURVEY AND SURVEY EXECUTED BY LYNN G.
EDMONDS, MAY 20 TO MAY 31, 1955, UNDER SPECIAL INSTRUCTIONS FOR
GROUP 411, COLORADO, DATED APRIL 13, 1955
MONUMENTED AS SHOWN HEREON.
SAID LINE BEARS N 00'42'44" E 2640.70'
A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST
ONE - QUARTER OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 83 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 10 AND 25, SECTION 16, TOWNSHIP 2 SOUTH, RANGE 83 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, SUBJECT TO EASEMENTS, RESTRICTIONS,
RESERVATIONS AS SET OUT IN PATENT NUMBER 1168753 OF THE UNITED
STATES OF AMERICA, DATED FEBRUARY 11, 1957.
ALSO KNOWN AND NUMBERED AS 168 BOND ROAD, BOND, COLORADO
PARCEL NO. 168 - 916 -401 -002 PER THE EAGLE COUNTY ASSESSOR
-�- UTILITY POWER POLE
WIRE FENCE
- IIE OVERHEAD ELECTRIC
RECOVERED MONUMENTS
RECOVERED 1' T IRON STAKE WITH CADMIUM CAP
AS DEPICTED IN ORIGINAL FIELD NOTES (1955)
t x) RECOVERED 1,25' IRON PIPE
SET MONUMENT
' 0 SET 5/8' REBAR WITH BLUE PLASTIC CAP PLS 38410
40 I, WILLIAM R. LYON, A LICENSED LAND SURVEYOR IN THE STATE OF
COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENTS SURVEY PLAT (REC.) RECORD DATA PER
42 AND THE ACTUAL SURVEY ON THE GROUND UPON WHICH IT IS BASED WAS DEPENEDENT RESURVEY AND
PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION; THAT THIS SURVEY SURVEY, APRIL 13, 1955
MEETS THE MINIMUM STANDARDS FOR SURVEYING IN THE STATE OF (A.M.) MEASURED DATA
COLORADO, AND IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
\ AND BELIEF.
EAGLE COUNTY CLERK AND RECORDER'S CERTIFICATE
THIS LAND SURVEY PLAT WAS FILED FOR RECORD IN THE OFFICE, ff TH
-RE6 RVA -OF EAGLE COUNTY T ON THE L7 DAY OF
20WAT RECERAOWIU, JQ►,-m1��T.1a 1,3
BY:
DEPUTY
WILLIAM R. LYON, PLS NO. 38410
FOR & ON BEHALF OF LYON LAND SURVEYING & MAPPING LTD.
6444 W. 69TH PLACE
ARVADA, CO 80003
(PROJ. NO.20150002)
SHEET 1 OF 1
mom LYON LAND SURVEYING & 6444 West 69th Place
MAPPING, LTD. Arvada, CO 80003
T2S��
TR50 SEC
INTEGRITY - EXPERIENCE - PASSION
oTR51 ` 116
MATERIAL THIS AND ANY ASSOCIATED AA WAS PREPARED
SURVEYING & MAPPING LTD. FOR THE PROJECT INDICATED. ANY REUSE OR MODIFICATION
WITHOUT THE WRITTEN CONSENT OF LYON LAND SURVEYING & MAPPING LTD. SHALL BE AT
PLS
cl� Uj
RECOVERED 2.5" ALUMINUM CAP ON 2.25"
a �
ALUMINUM FLANGED PIPE MARKED AS
�=
SHOWN BELOW:
20150002
Lf
v
LL
C
I,
Q
C)
cV
J
0
O
e--
I,-
U
LL
Z
J
0)
S 89015'47" E 393.75'
(TIE)
rC/)
'V
z
W
m
L
r0
RECOVERED 2.5" BRASS CAP
ON 1" DIAMETER IRON PIPE
0.9' ABOVE GROUND IN
MOUND OF STONES
MARKED AS SHOWN
BELOW:
G
T�T2S °
R83W
\S21
1916
m
IMPROVEMENT SURVEY PLAT
N 17.09'04" E 7.74' (A.M.)
N 16 °10' E 4 92' (REC.)
N 16.54'58" E 30.E
N 16 °10' E 30.76'
JJ/
am Cm
M.) O�
I
/24T
1�
W h
�o
0M
z z
m
LOTS 10 & 25
CONTAINING 26,601 3Q. FT.
OR 0.61 ACRES MORE OR LE33
. waE alcuo
• .. • • .�
Lr Mug IF
roae s® weoo
/ • . •• RIOIpTY l!E
=w CYf "= '
ON =RY W NJIMNI
ImIY Ui CA"
RIIII01
vow CUT NmK
Dim
Um LOB
r. Coo.:.. ti
y 0 0 .l
� • ' �auY nIE
. p,.M•1
i NOW
"
jig.
N ?'1.98'52 E 119.72' (REC') Q.
N 1 T ° 15' Q' ��
4p % �-
»o, j :�
DILAPITATED /
STONE
BUILDING I , Ate_ O
1E8 BOND ROAD pIV O
O
�\ S 19.08'51" E 30.23' (A.M.)
104 ` \ + , /� S 20 °09' E 29.96' (REC.)
ti lyq y
m mimp ff w
mww" um /
i
sloe
*
m
TWO STORY
WOOD CAN
N 29.48'28" E 57.50' (A.M.)
N 29 '30'E 57.55' (REC.)
8
S 89016134" E 183.16' (A.M.)
A
S 89 057' E 182.62' (REC.)
A PARCEL OF LAND SITUATED IN A
PORTION OF THE SOUTHEAST ONE — QUARTER
OF SECTION 16, TOWNSHIP 2 SOUTH,
RANGE 83 WEST OF THE 6TH PRINCIPAL
MERIDIAN, COUNTY OF EAGLE,
STATE OF COLORADO
RECOVERED 3.25" BRASS CAP ON 2.5"
DIAMETER IRON PIPE 0.9' ABOVE GROUND
IN MOUND OF STONES
MARKED AS SHOWN
BELOW:
ID 1/256
S16 I S15
,,,19 95
LAi�
1. 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
PER STATE STATUTE 13- 80- 105(3)(a) C.R.S.
2. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY
PUBLIC LAND SURVEY MONUMENT OR ACCESSORY COMMITS A CLASS 2
MISDEMEANOR PURSUANT TO STATE STATUTE 18 -4 -508 C.R.S.
3. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF GADABRA, LLC,
A COLORADO LIMITED LIABILITY COMPANY. SURVEYORS CERTIFICATE DOES
NOT EXTEND TO ANY UNNAMED PERSON, PERSONS, OR ENTITY. ONLY
SIGNED AND SEALED PRINTS OF THIS SURVEY SHALL BE DESIGNATED
OFFICIAL COPIES.
4. THIS IMPROVEMENT SURVEY PLAT DOES NOT CONSTITUTE A TITLE SEARCH
BY LYON LAND SURVEYING & MAPPING, LTD. FOR ALL INFORMATION
REGARDING EASEMENTS, RIGHTS -OF -WAY OR TITLE OF RECORD, LYON
LAND SURVEYING & MAPPING, LTD. RELIED ON TITLE COMMITMENT
NUMBER 598- HO425572- 023 -DT3, EFFECTIVE DATE FEBRUARY 13, 2015 AT
7:00 A.M., PREPARED BY HERITAGE TITLE COMPANY.
5. DATE OF FINAL FIELD SURVEY: APRIL 25, 2015. LYON LAND SURVEYING &
MAPPING LTD. AND THE SURVEYOR OF RECORD ARE NOT RESPONSIBLE
FOR THE LOCATION OF ANY IMPROVEMENTS PLACED, OR SITE
MODIFICATIONS, AFTER THE DATE OF THE FIELD WORK.
6. VISIBLE AND APPARENT EVIDENCE OF RIGHTS OR CLAIMS OF PARTIES IN
POSSESSION, EASEMENTS OR CLAIMS OF EASEMENTS, AND APPARENT
DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGES IN AND
POSSIBLE AREAS OF CONCERN ARE SHOWN HEREON TO THE BEST OF OUR
KNOWLEDGE AND BELIEF.
7. ALL DISTANCES ARE GROUND AND MEASURED IN U.S. SURVEY FEET.
8. THE LOCATION AND ALIGNMENT OF BURIED UTILITIES SHOWN HEREON WAS
BASED ON VISIBLE SURFACE EVIDENCE. LYON LAND SURVEYING &
MAPPING, LTD. CAN MAKE NO WARRANTY, EXPRESSED OR IMPLIED, THAT
ALL BURIED UTILITIES ARE SHOWN.
9. LYON LAND SURVEYING & MAPPING, LTD. DID NOT EXAMINE OR ADDRESS
PATENTS, SURFACE OR SUB - SURFACE MINERAL OR WATER RIGHTS WHILE
PREPARING THIS SURVEY AND ASSUMES NO RESPONSIBILITY FOR THESE
MATTERS RELATED TO THE SUBJECT PROPERTY. SHOULD ANY OF THESE
ITEMS BECOME AN ISSUE WE SUGGEST THAT AN ATTORNEY OR PARTY
WHO SPECIALIZES IN THESE MATTERS BE CONTACTED.
10.U.S. PATENT NO. 1168753 AFFECTS THE SUBJECT PARCEL BUT IS
UNCHARTABLE DUE TO AMBIGUITY OR UNCLARITY.
20 10 0 20
SCALE: 1 " = 20'
r
SITE
BOND ROAD
I
D BOND
o
a
0
VICINITY MAP
N T. S.
BASIS OF BEARINGS - ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO
STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN
DATUM 1983. BEARINGS ARE BASED ON THE EAST LINE OF TRACT 51 AS SET
FORTH IN THE DEPENDENT RESURVEY AND SURVEY EXECUTED BY LYNN G.
EDMONDS, MAY 20 TO MAY 31, 1955, UNDER SPECIAL INSTRUCTIONS FOR
GROUP 411, COLORADO, DATED APRIL 13, 1955
MONUMENTED AS SHOWN HEREON.
SAID LINE BEARS N 00'42'44" E 2640.70'
A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTHEAST
ONE - QUARTER OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 83 WEST OF THE
6TH PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 10 AND 25, SECTION 16, TOWNSHIP 2 SOUTH, RANGE 83 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, SUBJECT TO EASEMENTS, RESTRICTIONS,
RESERVATIONS AS SET OUT IN PATENT NUMBER 1168753 OF THE UNITED
STATES OF AMERICA, DATED FEBRUARY 11, 1957.
ALSO KNOWN AND NUMBERED AS 168 BOND ROAD, BOND, COLORADO
PARCEL NO. 168 - 916 -401 -002 PER THE EAGLE COUNTY ASSESSOR
-�- UTILITY POWER POLE
WIRE FENCE
- IIE OVERHEAD ELECTRIC
RECOVERED MONUMENTS
RECOVERED 1' T IRON STAKE WITH CADMIUM CAP
AS DEPICTED IN ORIGINAL FIELD NOTES (1955)
t x) RECOVERED 1,25' IRON PIPE
SET MONUMENT
' 0 SET 5/8' REBAR WITH BLUE PLASTIC CAP PLS 38410
40 I, WILLIAM R. LYON, A LICENSED LAND SURVEYOR IN THE STATE OF
COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENTS SURVEY PLAT (REC.) RECORD DATA PER
42 AND THE ACTUAL SURVEY ON THE GROUND UPON WHICH IT IS BASED WAS DEPENEDENT RESURVEY AND
PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION; THAT THIS SURVEY SURVEY, APRIL 13, 1955
MEETS THE MINIMUM STANDARDS FOR SURVEYING IN THE STATE OF (A.M.) MEASURED DATA
COLORADO, AND IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
\ AND BELIEF.
EAGLE COUNTY CLERK AND RECORDER'S CERTIFICATE
THIS LAND SURVEY PLAT WAS FILED FOR RECORD IN THE OFFICE, ff TH
-RE6 RVA -OF EAGLE COUNTY T ON THE L7 DAY OF
20WAT RECERAOWIU, JQ►,-m1��T.1a 1,3
BY:
DEPUTY
WILLIAM R. LYON, PLS NO. 38410
FOR & ON BEHALF OF LYON LAND SURVEYING & MAPPING LTD.
6444 W. 69TH PLACE
ARVADA, CO 80003
(PROJ. NO.20150002)
SHEET 1 OF 1
mom LYON LAND SURVEYING & 6444 West 69th Place
MAPPING, LTD. Arvada, CO 80003
(970) 509 -0947
INTEGRITY - EXPERIENCE - PASSION
MATERIAL THIS AND ANY ASSOCIATED AA WAS PREPARED
SURVEYING & MAPPING LTD. FOR THE PROJECT INDICATED. ANY REUSE OR MODIFICATION
WITHOUT THE WRITTEN CONSENT OF LYON LAND SURVEYING & MAPPING LTD. SHALL BE AT
THE SO.E RISK THE
DRAWN BY.
CHECKED BY:
PROJ. NO.:
DATE:
WRL
WRL
20150002
310512015