HomeMy WebLinkAbout950232I LYNG99J99SUBDVSON NORTH SURVEYOR'S CERTIFICATE
oo
All 1h,
Ulu 1, JOHN D. KRIESCHEL, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR AND THAT I HOLD CERTIFICATE NO. 2924 AS
TOWNSHIP 24 NORTH RANGE 119 W 61H PR MER PRESCRIBED BY THE LAWS OF THE STATE OF WYOMINC. I FURTHER CERTIFY THAT BY THE AUTHORITY OF THE OWNERS, AND FOR AND
L i rmi i rri ITV r'fi/fli 1 L E BEHALF OF THE MCNEIL GROUP 1 HAVE MADE A SURVEY OF THE TRACTS OF LAND SHOWN ON THIS PLAT AND DESCRIBED BELOW, AND
1 N LJ LI N j U U 1 N 1 1 U U r\ L V LL WYOM THAT I HAVE COMBINED SAID TRACTS OF LAND INTO 3 LOTS, HEREAFTER TO BE KNOWN AS:
SCALE: 1 100
FOUND REBAR
AND ALUMINUM
CAP LS# 164
FOUND REBAR
AND
CAP LS# 164
OO'
nrArN 4&
FQUND REBAR
AND ALUMINUM
CAP LS3 164
.7
MONUMENT
6 to
J�% n
c,\
r)
(p
LCD
CeI
c2\
10' WATERLINE EASE
ENTRY NO846625
\FOUNDFENCE
\V\
LC)
CeD
0
PAGE 859
CB
VrI40461 2, E
273.03'
1 r
o
1
50.00'
N 78°4241
E 50.00'
228
1-
iV)
C7
FOUND WY DOT
RIGHT OF WAY
C IIIIII
MONUMENT
6 to
J�% n
Lr
10' WATERLINE EASE
ENTRY NO846625
\FOUNDFENCE
1
CN
BOOK 403
7 1
PAGE 859
CB
VrI40461 2, E
273.03'
124.53'
HI:
8., 0 2 /1
'9 8 z
C245.30'
50.00'
w
W 3 9 7
228
1-
iV)
3033' 42" 03'34'00 (RECORD)
CIIII
R
5780.11'
CeD
11
35y. 30' 359.81 (RECORD)
GB
S3 °18'27 "E
c
359.24'
11 50.00'
NOTE:
d'\\\ SECTION 5, TOWNSHIP 24 NORTH, RANGE
I'll
1
THE FOUND RIGHT OF WAY MONUMENTS
____7 119 WEST, 6TH PRINCIPLE MERDIAN.
RESULT IN NON-TANGENT CURVE DATA
FOUND WY DOT
RIGHT OF WAY
MONUMENT
50.00'
LOT 3
-C-1-
Ul) 2.882 Acres
1
6 to
J�% n
10' WATERLINE EASE
ENTRY NO846625
\FOUNDFENCE
1
250.33'
BOOK 403
7 1
PAGE 859
CB
VrI40461 2, E
273.03'
124.53'
Al
8., 0 2 /1
'9 8 z
C245.30'
FOUND FENCE N 89008 2 POST CORNER 1(1
W 3 9 7
228
CIIII
POI.NT F O
CeD
BEGINNING
0
DEPARTMENT OF TRANSPORTATION
SOUTHEAST CORNER OF THE NORTHEAST
QUARTER OF THE SOUTHEAST QUARTER OF
FOUND REBAR
d'\\\ SECTION 5, TOWNSHIP 24 NORTH, RANGE
AND ALUMINUM
____7 119 WEST, 6TH PRINCIPLE MERDIAN.
CAP LS# 164
28
(FOUND BRASS CAP MONUMENT IN
06_ lir A M A 1
CONCRETE)
0 50 100 150 200 300
400 500
SET REBAR CAP OR NAIL
WASHER STAMPED "MCNEIL GROUP"
BOUNDARY LINE OF OVERALL SUBDIVISION
MONUMENT LINE
LOT LINE
EASEMENT LINE
CENTERLINE OF ROAD
c EXISTING FIRE HYDRANT
L AND U SE T ABLE
-TOTAL NUMBER OF LOTS: 3 3
-AVERAGE LOT SIZE 10.514 ACRES
-TOTAL AREA OF SUBDIVISION 31 .544 ACRES
-NO RECREATIONAL, OPEN OR DEDICATED SPACE
0 1 1 AA1 11
1 1 A 1 1 1 1
A ri 1 1 1 1 11
A A 11 1 1 1
I11I
STATE S.S.
County
The foregoing instrument was acknowledged before me by this ___..day
af A.D., 20 Witness my hand and official seal.
Know all by these presents that we the undersigned owners hereby certifies that the foregoing "Hying "J" is a subdivision part of
Section 5 and Section 4, Township 24 North, Range 119 West, 6th Principle Meridian, Lincoln County, Wyoming and being more
particularity described as follows:
THAT PART OF TRACT NO. 89 (SOUTHEAST 1/4 OF SECTION 5 ORIGINAL SURVEY) OF TOWNSHIP 24 NORTH, RANGE 1 19 WEST, LtNCOLN COUNTY, WYOMINC, IT BEING
THE INTENT TO MORE CORRECTLY DESCRIBE THAT TRACT OF LAND OF RECORD IN THE OFFICE OF THE CLERK OF LINCOLN COUNTY IN BOOK 384 OF PHOTOSTATIC
RECORDS ON PAGE 300 DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST POST OF THAT TRACT OF LAND OF RECORD IN THE OFFICE OF THE CLERK OF LINCOLN COUNTY IN BOOK 26 OF DEEDS ON PAGE 505,
SOUTH 03 WEST, 1149.12 FEET FROM THE EAST ONE-QUARTER CORNER OF SECTION 5 T0WNSHP 24 NORTH, RANGE 119 WEST RESURVEY FOUND AS
DESCRIBED IN THE CORNER RECORD FILED IN SAID OFFICE; THENCE NORTH 8908'22" WEST, 397.56 FEET ALONG THE NORTH LINE OF SAID TRACT ALONG A CHAINLINK
FENCE TO A POST FOR THE NORTHWEST CORNER; THENCE SOUTH 11 EAST, 1 81 .06 FEET ALONG THE WEST LINE OF SAID TRACT ALONG A CHAINLINK FENCE TO
A POINT ON THE NORTH RIGHT OF WAY LINE OF STATE HIGHWAY 232; THENCE NORTH 89°06'28' WEST, 59.87 FEET ALONG SAID RIGHT OF WAY LINE TO A PO FOR
THE SOUTHEAST CORNER OF THAT TRACT OF LAND OF RECORD IN SAID OFFICE IN BOOK 273 OF PHOTOSTATIC RECORDS ON PAGE 278; THENCE NORTH 04°18'43"
WEST, 92.29 FEET ALONG THE EAST LINE OF SAID TRACT ALONG A POLE FENCE TO A FENCE POST FOR ITS NORTHEAST CORNER; THENCE SOUTH 89 WEST
209.22 FEET ALONG THE NORTH LINE OF SAID TRACT ALONG A POLE FENCE TO THE NORTHWEST CORNER OF SAID TRACT; THENCE SOUTH 081846" EAST 89.46
FEET TO THE NORTHERLY RIGHT-OF--WAY LINE FOR STATE HIGHWAY 232; THENCE NORTH 89'06'28" WEST 95.29 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE
HIGHWAY 30; THENCE NORTH 1 V31 '58" WEST 411.8 FEET; THENCE NORTH 78 [AST, 50.00 FEET ALONG A RIGHT OF WAY LINE TO A POINT; THENCE NORTH
11'31'58" WEST 676.35 FEET ALONG SAID EAST LINE TO A POINT; THENCE NORTH 59°1 1 '31 EAST, 229.92 FEET ALONG A FENCE AND THE SOUTH LINE OF THAT
TRACT OF RECORD IN BOOK 393 OF PHOTOSTATIC RECORDS ON PAGE 812 TO A POINT; THENCE CONTINUING ALONG SAID FENCE AND SOUTH LINE, NORTH 60'10'43"
EAST, 133.76 FEET TO A POINT; THENCE CONTINUING ALONG SAID FENCE AND THE NORTH 61°43'22" EAST, 251.14 FEET TO A POINT; THENCE CONTINUING ALONG SAID
FENCE AND THE SOUTH LINE OF LANDS OF RECORD IN BOOK 127 OF PHOTOSTATIC RECORDS ON PACE 209, NORTH 614254 EAST 476.52 FEET TO A PO
THENCE SOUTH 64 EAST, 269.89 FEET ALONG SAID FENCE AND SOUTH LINE TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 232;
THEN SOUTHWESTERLY, 310.61 FEET ALONG SAID RIGHT OF WAY LINE BE!NG THE ARC OF A CIRCULAR CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF
2555'06" WITH A RADIUS OF 686.65 FEET RECORD WITH A MEA CHORD OF SOUTH 11'31'05" WEST, 308.48 FEE T TO A MARKER FOR STATION P.C. 21+47.1;
THENCE SOUTH 012746" [AST, 253.46 FEET ALONG SAID LINE TO STATION P.T. 18+93.6; THENCE SOUTHERLY 359.81 FEET ALONG SAID LINE BEING THE ARC OF A
CIRCULAR CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 03°34'00" WITH A RADIUS OF 5780.11 FEET WITH A MEASURED CHORD OF SOUTH 03°18'27" EAST,
359.24 FEET TO A MARKER FOR STATION P.C. 15+36.9; THENCE SOUTH 050544" EAST 175.35 FEET ALONG SAID LINE TO A MARKER FOR STATION P.T. 13+61.7;
THENCE SOUTHWESTERLY, 250.33 FEET ALONG SAID LINE BEING THE ARC OF A CIRCULAR CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 39°54'26" WITH
RADIUS OF 359.41 FEET WITH A MEASURED CHORD OF SOUTH 1446'29" WEST, 245.30 FEET THENCE NORTH 89 WEST 228.38 FEET TO THE POST OF
BEGINNING.
CONTAINS: 31.544 ACRES
and that the survey and staking thereof into lots, is within the consent and according to the desires of the undersigned owner: that
the foregoing is a correct plot of said Flying "J" Subdivision as surveyed and staked into lots and that the dimensions are correctly
shown on this plat by figures representing feet and hundreths of a foot, and that the undersigned owner hereby dedicates to the lot
owners the private access and utility easements, inc those portions of the access and utility easements lying outside of the
boundaries of said subdivision and grants to duly franchised utility companies the public utility easements shown hereon; and there ac
no adjacent surface water rights attached; the dedication is made subject to any existing easements and rights of way or mineral or
mining reservations of record. In witness whereof, we have hereunto set our hands this L2 day of OC 10-6EZ_A A.D
2 Authorized Agent �L�I J, INIC 4A A CFJ fka OE
CORPORATE ACKNOWLEDGMENT STATE UTA9 S
County UTAH
-tit NOTARY PUBLIC
On the of OCTOMIL D., 20 personaily appeared before me,RIN0119101111 _91-2A1, 01,who
being by me duly sworn did say that he is the executive committee member of LLLEJL±_CfJ_, by
authority of its members or its articles of organization, and he acknowledged to me that said limited
liab company executed the same.
MY COMMISSION EXPIRES: 2 L
Z O"i%
RESIDING IN I
FLYING "i" SUBDIVISION
11
18' TAT AIt hI(.hWAT LL TV
5 9, 8
92029 PR0PUN'EEXT0N „''I CT1N E IL GRO tJP 3.3' SOUTH ON
Designingfor the Sin Fu ture ce 1983
6895 SOUTH 900 EAST MIDVALE, UTAH 84047
TEL. (801) 255-7700 FAX (801) 255-8071
E-MAIL infomcnei1eng.com WEB SITE AT www.mcneil-group.com
[III
FEE LINCOLN COUNTY RECORDER
I