timberline
PLAT OF SURVEY of
******** NOTE ******** THIS SURVEY MEETS THE OKLAHOMA MINIMUM STANDARDS FOR THE PRACTICE OF LAND SURVEYORS AS ADOPTED BY THE OKLAHOMA STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS; AND THAT SAID PLAT OF SURVEY COMPLIES WITH THE REQUIREMENTS OF TITLE 11 SECTION 41-108 OF THE OKLAHOMA STATE STATUTES.
Curve Table
TIMBERLINE BEING A PART OF THE SE/4, SEC. 34, T10N, R2W, I.M.
CERT-NT REV 12-2007
AN ADDITION TO THE CITY OF OKLAHOMA CITY, CLEVELAND COUNTY, OKLAHOMA MATCH LINE SEE SHT. PS2
N89°24'05"E 929.92'
935.96'
' 1. 54
'
(TOTAL LENGTH)
384 .28 '
S00°08'14"E 1705.67'
3"E
22
N2
51
586.21'
4°3
~1
7'5
TRACT
N4
2°
'
5.08 AC
76
01
~
739.55'
4
W 8" 7'3 ' 0 4 6° S5 44.3 7
18.26'
S20°49'05"W
042°50'00"
C4
151.67'
200.00'
79.69'
148.07'
S21°07'38"W
043°27'06"
C5
151.67'
200.00'
79.69'
148.07'
N21°07'38"E
043°27'06"
C6
8.38'
70.00'
4.19'
8.37'
N03°33'54"W
006°51'19"
C7
15.55'
130.00'
7.79'
15.54'
S03°33'54"E
006°51'19"
C8
30.77'
25.00'
17.68'
28.87'
N35°24'06"W
070°31'44"
C9
140.09'
50.00'
291.42'
98.56'
S09°35'54"W
160°31'44"
C10
95.27'
300.00'
48.04'
94.87'
S09°41'46"E
018°11'42"
C11
95.27'
300.00'
48.04'
94.87'
N09°41'46"W
018°11'42"
C12
95.27'
300.00'
48.04'
94.87'
N08°29'56"E
018°11'42"
C13
95.27'
300.00'
48.04'
94.87'
S08°29'56"W
018°11'42"
C14
7.22'
300.00'
3.61'
7.22'
S18°06'13"E
001°22'47"
C15
88.04'
300.00'
44.34'
87.73'
S09°00'22"E
016°48'54"
DENOTES FND. #3 BAR w/CAP STAMPED "J&A 1484" UNLESS OTHERWISE NOTED DENOTES SET #3 BAR w/CAP STAMPED "J&A 1484" UNLESS OTHERWISE NOTED DENOTES SET CST NAIL IN "1484 J&A SHINER" UNLESS OTHERWISE NOTED
A tract of land being a part of the Southeast Quarter (SE/4) of Section Thirty-four (34), Township Ten (10) North, Range Two (2) West of the Indian Meridian, Cleveland County, Oklahoma, being more particularly described as follows:
200'
THENCE South 89°24'05" West, along and with the South line of said Southeast Quarter (SE/4), a distance of 727.08 feet to the POINT OF BEGINNING; THENCE continuing South 89°24'05" West, a distance of 1,907.45 feet to the Southwest (SW) Corner of said Southeast Quarter (SE/4);
19
N00°08'14"W 537.60'
TRACT
~17901~
348.00'
~17900~
50' B/L
FND #5 BAR
FND MAG NAIL
34
PROJECT LOCATION
FND MAG NAIL
N45°35'55"W 35.36'
LOCATION MAP SCALE: 1"=2000'
N44°37'55"W 35.50'
648.00'
617.45'
THENCE South 00°08'14" East, a distance of 602.90 feet to the POINT OF BEGINNING. Containing 4,949,702 square feet or 113.6295 acres, more or less.
T 10 N
This property description was prepared on the Licensed Professional Surveyor, No. 1807.
11
day of
April, 2016, by Matthew Johnson,
REGISTERED PROFESSIONAL LAND SURVEYOR'S CERTIFICATE I, Matthew Johnson, a Professional Land Surveyor in the State of Oklahoma, do hereby certify that the Plat of Survey of TIMBERLINE, an addition to the City of Oklahoma City, Cleveland County, Oklahoma, consisting of 2 sheets, represents a careful survey made under my October supervision on the 11 day of , 2016, and that the plat of survey is an accurate representation of said survey and that all monuments shown hereon actually exist. I further certify that this plat of survey meets the Oklahoma Minimum Standards for the Practice of Land Surveying as adopted by the Oklahoma State Board of Registration for Professional Engineers and Land Surveyors. Witness my hand and seal this 2017.
24 day of
May
,
ALL LOTS SHALL HAVE A 25 FT. SIDE AND REAR LOT LINE BUILDING LIMIT SET BACK.
FND 60 D NAIL FND #4 BAR w/ PLS 1505 CAP 1' EAST
FND #3 BAR w/ BUSTED CAP
25' B/L
MIDWEST BOULEVARD
THENCE South 06°59'33" East, a distance of 327.34 feet;
5.65 AC
194.50'
N00°35'55"W 331.79'
18
THENCE North 89°31'57" East, along and with the North line of said Southeast Quarter (SE/4), a distance of 1,864.45 feet;
FND CST NAIL w/ LS1335 SHINER
60'
N89°24'05"E
5.18 AC
2 W S.E. 164TH STREET
NOTE:
R/W
TRACT
R
FND 60 D NAIL PLS 1505 CAP 1' EAST
S00°08'14"E 602.90'
L=85.74'
41.79'
348.00'
S00°35'55"E
S00°35'55"E 331.79'
50' B/L
9.81'
S.E. 179TH STREET / INDIAN HILLS
CREEK SIDE CT.
~178
C13 L=95.27' R=300.00 '
00~
5.03 AC
50' B/L
347.00'
17
5.33 AC
S00°35'55"E 546.52'
C12 L=95.27 ' R=300.0 0'
01~ ~178
181.57'
20 TRACT
N
AIR DEPOT BOULEVARD
290.98'
337.00'
~17700~
50' B/L
250.21'
S00°35'55"E
TIMBERLINE CT.
50' B/L
~17701~ ~17901~ STAT. R/W
33'
25.00'
THENCE South 00°08'14" East, departing said North line, a distance of 1,705.67 feet;
206.59'
340.13'
18.69'
100'
FND 60 D NAIL
C6
AD HE NT ER ME OV SE T. IS EA 62 EX ER . 4 2 BK . 60 PG
S44°24'05"W 35.36'
C3
Basis of Bearing: The South line of the SE/4 of Section 34, T10N, R2W having a bearing of S89°24'05"W
' "E 327.34
TRACT
S00°35'55"E 17.30'
L=104.79'
'
C14 L=7.22' R=300.00'
"E 315.36
635.17'
S89°24'05"W 1907.45' ACAD FILE: H:\3369\3369-FPLT.dwg, 5/24/2017 11:44 AM, Chris Gettings XREFS LOADED: 3369001-bdy.dwg 3369-LOC.dwg Matt Seal.dwg
S06°59'33
"E N83°00'27 603.05'
W
348.02'
5.00 AC
PO
642.00'
FND 60 D NAIL FND #4 BAR w/ PLS 1505 CAP 1' EAST
50'
5.10 AC
25' B/L
16
648.00'
1
265°40'01"
THENCE North 00°03'09" West, along and with the West line of said Southeast Quarter (SE/4), a distance of 2,638.19 feet to the Northwest (NW) Corner of said Southeast Quarter (SE/4);
~17801~
C11 7' L=95.2 ' .00 R=300
FND MAG NAIL SW COR, SE/4 SEC. 34, T10N, R2W, I.M.
TRACT
L=85.74'
638.68'
FND #3 BAR w/ LS1298 CAP 0.6' WEST
S89°24'05"W
C7
L=104.79
TRACT
73.33'
50'
L=104.79'
N89°24'05"E
53.93'
Commencing at the Southeast (SE) Corner of said Southeast Quarter (SE/4);
S06°59'33
343.91'
5.07 AC
L=85.74
5.10 AC
50.00'
P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING NR = NOT RADIAL B/L = BUILDING LIMIT LINE D & U/E = DRAINAGE & UTILITY EASEMENT U/E = UTILITY EASEMENT D/E = DRAINAGE EASEMENT L.N.A.= LIMITS OF NO ACCESS P.S.P.U.E. = PRIVATE STREET & PUBLIC UTILITY EASEMENT
0
S00°08'14"E 242.87'
~17701~
21
L=85.74
2
231.84'
' 648.00'
650.44'
TRACT
C2
.41 173 N89°24'05"E
C15 L=88.04' ' R=300.00 C10 7' L=95.2 ' .00 R=300
L=104.79
042°50'00"
PROPERTY DESCRIPTION
120.75'
5.01 AC
C9
8"E 519.46'
R/W
3
N22°00'55"W
FND 60 D NAIL PLS 1505 CAP 1' EAST
C8
60'
TRACT
18.26'
'
S81°50'1
TRACT
50'
9.81'
LEGEND:
.68 349
~17600~ N00°35'55"W 426.15'
175.93'
S00°35'55"E
S00°35'55"E 426.15'
~17601~ 632.16'
15 5.19 AC
Delta
25.00'
R50
50'
Chord Direction
18.69'
'
TRACT
5.73 AC
N89°24'05"E
N89°51'46"E 60.00'
Chord Length
C1
~1
3.92'
50' B/L
529.35'
L=1 74. 43'
L=80.7 5' L L=1 51. C4 =70 67' .92 ' L=1 R=200 .00 28. ' 92'
N89°24'05"E
TRACT
FND #4 BAR w/ PLS 1505 CAP 1' EAST
' .55 560
~ 00
/L
75
50 'B
' 1. 54
0"
E
29
'
7. 62
28 '1
E
54 29
"E 10 1'
°5 N4 2
'48"
5.33 AC
1.
"W '1 0 51 2° S4
699
14
29
5.60 AC
°27
L=1 74. 43'
TRACT
~1
(TOTAL LENGTH)
5
.45
N00°03'09"W 2638.19'
50 75 ' B 01 /L ~
L=1
134.62'
28.9 2' C5 L=1 R=2 51.67' 00. 00'
S00°35'55"E 1.28'
TRACT
S67
279.18'
650.74'
Tangent
P.O.B.
FND CST NAIL w/ LS1335 SHINER P.O.C. SE COR, SE/4 SEC. 34, T10N, R2W, I.M.
INDIAN HILLS RD.
Matthew Johnson, P.L.S. No. 1807
MIDWEST BLVD.
N89°24'05"E
Length Radius
Curve #
PLAT OF SURVEY of
TIMBERLINE J a
s
s
O H N o
c
i
S
O
N
&
a
t
e s
Johnson & Associates, Inc. 1 E. Sheridan Ave., Suite 200 Oklahoma City, OK 73104 (405) 235-8075
FAX (405) 235-8078
Certificate of Authorization #1484
S89°24'05"W 727.08'
ENGINEERS
Copyright © 2017 Johnson & Associates, Inc.
SURVEYORS
Exp. Date: 06-30-2017 PLANNERS
SHEET 1 OF 2
PS1
MIDWEST BLVD.
PLAT OF SURVEY of
TIMBERLINE BEING A PART OF THE SE/4, SEC. 34, T10N, R2W, I.M. FND #5 BAR NW COR, SE/4 SEC. 34, T10N, R2W, I.M.
AN ADDITION TO THE CITY OF OKLAHOMA CITY, CLEVELAND COUNTY, OKLAHOMA 766.14'
N89°31'57"E 1864.45' 937.47'
S00°08'14"E 2632.13
TRACT
232.86'
235.00'
~ 01 73
C2
~1
9
FND MAG NAIL NE COR. SE/4 SEC. 34, T10N R2W, I.M.
FND #4 BAR w/ PLS 1505 CAP 1' EAST
~ 00 73 ~1
TRACT 237.13'
S00°35'55"E
926.98'
10 5.03 AC
5.01 AC
R5
C1
C3
0'
N89°24'05"E
N89°24'05"E 935.59'
200'
Basis of Bearing: The South line of the SE/4 of Section 34, T10N, R2W having a bearing of S89°24'05"W
235.01'
~17336~
235.01'
5.04 AC
933.70'
933.72'
235.01'
~17400~
50' B/L
TRACT 12 5.03 AC
50'
931.81'
T
5.04 AC
235.01'
6
TRACT
~17436~
FND CST NAIL w/ LS1335 SHINER
235.00'
10 N
TRACT
13 5.03 AC
S.E. 179TH STREET / INDIAN HILLS 935.96'
MATCH LINE SEE SHT. PS1
279.18'
650.74'
S00°35'55"E 1.28'
134.62'
C L=1 5 R=2 51.67' 00. 00'
SCALE: 1"=2000'
FND #4 BAR w/ PLS 1505 CAP 1' EAST
N89°24'05"E 929.92'
N89°24'05"E
LOCATION MAP
FND #4 BAR w/ PLS 1505 CAP 1' EAST
S00°08'14"E 1705.67' (TOTAL LENGTH)
50'
S00°35'55"E 715.29'
5.03 AC
CT. TIMBERLINE 235.00'
7
S00°35'55"E 715.29'
TRACT
50' B/L
~17401~
N00°03'09"W 2638.19'
R/W
S00°35'55"E
PROJECT LOCATION
FND MAG NAIL
11
931.48'
~17437~
34
MIDWEST BOULEVARD
N
AIR DEPOT BOULEVARD
2 W S.E. 164TH STREET
FND MAG NAIL
TRACT
FND CST NAIL w/ LS 1335 SHINER SE COR. SE/4 SEC. 34, T10N R2W, I.M.
60'
R
FND #5 BAR
5.02 AC
235.01'
100'
8
235.01'
0
(TOTAL LENGTH)
TRACT
235.00'
~17337~
929.24'
Curve Table Curve #
Length Radius
Tangent
Chord Length
Chord Direction
Delta
LEGEND: P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING NR = NOT RADIAL B/L = BUILDING LIMIT LINE D & U/E = DRAINAGE & UTILITY EASEMENT U/E = UTILITY EASEMENT D/E = DRAINAGE EASEMENT L.N.A.= LIMITS OF NO ACCESS P.S.P.U.E. = PRIVATE STREET & PUBLIC UTILITY EASEMENT
******** NOTE ******** THIS SURVEY MEETS THE OKLAHOMA MINIMUM STANDARDS FOR THE PRACTICE OF LAND SURVEYORS AS ADOPTED BY THE OKLAHOMA STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS; AND THAT SAID PLAT OF SURVEY COMPLIES WITH THE REQUIREMENTS OF TITLE 11 SECTION 41-108 OF THE OKLAHOMA STATE STATUTES. CERT-NT REV 12-2007
DENOTES FND. #3 BAR w/CAP STAMPED "J&A 1484" UNLESS OTHERWISE NOTED DENOTES SET #3 BAR w/CAP STAMPED "J&A 1484" UNLESS OTHERWISE NOTED DENOTES SET CST NAIL IN "1484 J&A SHINER" UNLESS OTHERWISE NOTED
C1
18.69'
25.00'
9.81'
18.26'
N22°00'55"W
042°50'00"
C2
231.84'
50.00'
53.93'
73.33'
S89°24'05"W
265°40'01"
C3
18.69'
25.00'
9.81'
18.26'
S20°49'05"W
042°50'00"
C4
151.67'
200.00'
79.69'
148.07'
S21°07'38"W
043°27'06"
C5
151.67'
200.00'
79.69'
148.07'
N21°07'38"E
043°27'06"
C6
8.38'
70.00'
4.19'
8.37'
N03°33'54"W
006°51'19"
C7
15.55'
130.00'
7.79'
15.54'
S03°33'54"E
006°51'19"
C8
30.77'
25.00'
17.68'
28.87'
N35°24'06"W
070°31'44"
C9
140.09'
50.00'
291.42'
98.56'
S09°35'54"W
160°31'44"
C10
95.27'
300.00'
48.04'
94.87'
S09°41'46"E
018°11'42"
C11
95.27'
300.00'
48.04'
94.87'
N09°41'46"W
018°11'42"
C12
95.27'
300.00'
48.04'
94.87'
N08°29'56"E
018°11'42"
C13
95.27'
300.00'
48.04'
94.87'
S08°29'56"W
018°11'42"
C14
7.22'
300.00'
3.61'
7.22'
S18°06'13"E
001°22'47"
C15
88.04'
300.00'
44.34'
87.73'
S09°00'22"E
016°48'54"
NOTE: ALL LOTS SHALL HAVE A 25 FT. SIDE AND REAR LOT LINE BUILDING LIMIT SET BACK.
PLAT OF SURVEY of
TIMBERLINE J a
s
s
O H N o
c
i
S
O
N
&
a
t
e s
Johnson & Associates, Inc. 1 E. Sheridan Ave., Suite 200 Oklahoma City, OK 73104 (405) 235-8075
Certificate of Authorization #1484 ENGINEERS
ACAD FILE: H:\3369\3369-FPLT.dwg, 5/24/2017 11:44 AM, Chris Gettings XREFS LOADED: 3369001-bdy.dwg 3369-LOC.dwg Matt Seal.dwg
Copyright © 2017 Johnson & Associates, Inc.
FAX (405) 235-8078
SURVEYORS
Exp. Date: 06-30-2017 PLANNERS
SHEET 2 OF 2
PS2
******** NOTE ******** THIS SURVEY MEETS THE OKLAHOMA MINIMUM STANDARDS FOR THE PRACTICE OF LAND SURVEYORS AS ADOPTED BY THE OKLAHOMA STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS; AND THAT SAID PLAT OF SURVEY COMPLIES WITH THE REQUIREMENTS OF TITLE 11 SECTION 41-108 OF THE OKLAHOMA STATE STATUTES.
Curve Table
TIMBERLINE BEING A PART OF THE SE/4, SEC. 34, T10N, R2W, I.M.
CERT-NT REV 12-2007
AN ADDITION TO THE CITY OF OKLAHOMA CITY, CLEVELAND COUNTY, OKLAHOMA MATCH LINE SEE SHT. PS2
N89°24'05"E 929.92'
935.96'
' 1. 54
'
(TOTAL LENGTH)
384 .28 '
S00°08'14"E 1705.67'
3"E
22
N2
51
586.21'
4°3
~1
7'5
TRACT
N4
2°
'
5.08 AC
76
01
~
739.55'
4
W 8" 7'3 ' 0 4 6° S5 44.3 7
18.26'
S20°49'05"W
042°50'00"
C4
151.67'
200.00'
79.69'
148.07'
S21°07'38"W
043°27'06"
C5
151.67'
200.00'
79.69'
148.07'
N21°07'38"E
043°27'06"
C6
8.38'
70.00'
4.19'
8.37'
N03°33'54"W
006°51'19"
C7
15.55'
130.00'
7.79'
15.54'
S03°33'54"E
006°51'19"
C8
30.77'
25.00'
17.68'
28.87'
N35°24'06"W
070°31'44"
C9
140.09'
50.00'
291.42'
98.56'
S09°35'54"W
160°31'44"
C10
95.27'
300.00'
48.04'
94.87'
S09°41'46"E
018°11'42"
C11
95.27'
300.00'
48.04'
94.87'
N09°41'46"W
018°11'42"
C12
95.27'
300.00'
48.04'
94.87'
N08°29'56"E
018°11'42"
C13
95.27'
300.00'
48.04'
94.87'
S08°29'56"W
018°11'42"
C14
7.22'
300.00'
3.61'
7.22'
S18°06'13"E
001°22'47"
C15
88.04'
300.00'
44.34'
87.73'
S09°00'22"E
016°48'54"
DENOTES FND. #3 BAR w/CAP STAMPED "J&A 1484" UNLESS OTHERWISE NOTED DENOTES SET #3 BAR w/CAP STAMPED "J&A 1484" UNLESS OTHERWISE NOTED DENOTES SET CST NAIL IN "1484 J&A SHINER" UNLESS OTHERWISE NOTED
A tract of land being a part of the Southeast Quarter (SE/4) of Section Thirty-four (34), Township Ten (10) North, Range Two (2) West of the Indian Meridian, Cleveland County, Oklahoma, being more particularly described as follows:
200'
THENCE South 89°24'05" West, along and with the South line of said Southeast Quarter (SE/4), a distance of 727.08 feet to the POINT OF BEGINNING; THENCE continuing South 89°24'05" West, a distance of 1,907.45 feet to the Southwest (SW) Corner of said Southeast Quarter (SE/4);
19
N00°08'14"W 537.60'
TRACT
~17901~
348.00'
~17900~
50' B/L
FND #5 BAR
FND MAG NAIL
34
PROJECT LOCATION
FND MAG NAIL
N45°35'55"W 35.36'
LOCATION MAP SCALE: 1"=2000'
N44°37'55"W 35.50'
648.00'
617.45'
THENCE South 00°08'14" East, a distance of 602.90 feet to the POINT OF BEGINNING. Containing 4,949,702 square feet or 113.6295 acres, more or less.
T 10 N
This property description was prepared on the Licensed Professional Surveyor, No. 1807.
11
day of
April, 2016, by Matthew Johnson,
REGISTERED PROFESSIONAL LAND SURVEYOR'S CERTIFICATE I, Matthew Johnson, a Professional Land Surveyor in the State of Oklahoma, do hereby certify that the Plat of Survey of TIMBERLINE, an addition to the City of Oklahoma City, Cleveland County, Oklahoma, consisting of 2 sheets, represents a careful survey made under my October supervision on the 11 day of , 2016, and that the plat of survey is an accurate representation of said survey and that all monuments shown hereon actually exist. I further certify that this plat of survey meets the Oklahoma Minimum Standards for the Practice of Land Surveying as adopted by the Oklahoma State Board of Registration for Professional Engineers and Land Surveyors. Witness my hand and seal this 2017.
24 day of
May
,
ALL LOTS SHALL HAVE A 25 FT. SIDE AND REAR LOT LINE BUILDING LIMIT SET BACK.
FND 60 D NAIL FND #4 BAR w/ PLS 1505 CAP 1' EAST
FND #3 BAR w/ BUSTED CAP
25' B/L
MIDWEST BOULEVARD
THENCE South 06°59'33" East, a distance of 327.34 feet;
5.65 AC
194.50'
N00°35'55"W 331.79'
18
THENCE North 89°31'57" East, along and with the North line of said Southeast Quarter (SE/4), a distance of 1,864.45 feet;
FND CST NAIL w/ LS1335 SHINER
60'
N89°24'05"E
5.18 AC
2 W S.E. 164TH STREET
NOTE:
R/W
TRACT
R
FND 60 D NAIL PLS 1505 CAP 1' EAST
S00°08'14"E 602.90'
L=85.74'
41.79'
348.00'
S00°35'55"E
S00°35'55"E 331.79'
50' B/L
9.81'
S.E. 179TH STREET / INDIAN HILLS
CREEK SIDE CT.
~178
C13 L=95.27' R=300.00 '
00~
5.03 AC
50' B/L
347.00'
17
5.33 AC
S00°35'55"E 546.52'
C12 L=95.27 ' R=300.0 0'
01~ ~178
181.57'
20 TRACT
N
AIR DEPOT BOULEVARD
290.98'
337.00'
~17700~
50' B/L
250.21'
S00°35'55"E
TIMBERLINE CT.
50' B/L
~17701~ ~17901~ STAT. R/W
33'
25.00'
THENCE South 00°08'14" East, departing said North line, a distance of 1,705.67 feet;
206.59'
340.13'
18.69'
100'
FND 60 D NAIL
C6
AD HE NT ER ME OV SE T. IS EA 62 EX ER . 4 2 BK . 60 PG
S44°24'05"W 35.36'
C3
Basis of Bearing: The South line of the SE/4 of Section 34, T10N, R2W having a bearing of S89°24'05"W
' "E 327.34
TRACT
S00°35'55"E 17.30'
L=104.79'
'
C14 L=7.22' R=300.00'
"E 315.36
635.17'
S89°24'05"W 1907.45' ACAD FILE: H:\3369\3369-FPLT.dwg, 5/24/2017 11:44 AM, Chris Gettings XREFS LOADED: 3369001-bdy.dwg 3369-LOC.dwg Matt Seal.dwg
S06°59'33
"E N83°00'27 603.05'
W
348.02'
5.00 AC
PO
642.00'
FND 60 D NAIL FND #4 BAR w/ PLS 1505 CAP 1' EAST
50'
5.10 AC
25' B/L
16
648.00'
1
265°40'01"
THENCE North 00°03'09" West, along and with the West line of said Southeast Quarter (SE/4), a distance of 2,638.19 feet to the Northwest (NW) Corner of said Southeast Quarter (SE/4);
~17801~
C11 7' L=95.2 ' .00 R=300
FND MAG NAIL SW COR, SE/4 SEC. 34, T10N, R2W, I.M.
TRACT
L=85.74'
638.68'
FND #3 BAR w/ LS1298 CAP 0.6' WEST
S89°24'05"W
C7
L=104.79
TRACT
73.33'
50'
L=104.79'
N89°24'05"E
53.93'
Commencing at the Southeast (SE) Corner of said Southeast Quarter (SE/4);
S06°59'33
343.91'
5.07 AC
L=85.74
5.10 AC
50.00'
P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING NR = NOT RADIAL B/L = BUILDING LIMIT LINE D & U/E = DRAINAGE & UTILITY EASEMENT U/E = UTILITY EASEMENT D/E = DRAINAGE EASEMENT L.N.A.= LIMITS OF NO ACCESS P.S.P.U.E. = PRIVATE STREET & PUBLIC UTILITY EASEMENT
0
S00°08'14"E 242.87'
~17701~
21
L=85.74
2
231.84'
' 648.00'
650.44'
TRACT
C2
.41 173 N89°24'05"E
C15 L=88.04' ' R=300.00 C10 7' L=95.2 ' .00 R=300
L=104.79
042°50'00"
PROPERTY DESCRIPTION
120.75'
5.01 AC
C9
8"E 519.46'
R/W
3
N22°00'55"W
FND 60 D NAIL PLS 1505 CAP 1' EAST
C8
60'
TRACT
18.26'
'
S81°50'1
TRACT
50'
9.81'
LEGEND:
.68 349
~17600~ N00°35'55"W 426.15'
175.93'
S00°35'55"E
S00°35'55"E 426.15'
~17601~ 632.16'
15 5.19 AC
Delta
25.00'
R50
50'
Chord Direction
18.69'
'
TRACT
5.73 AC
N89°24'05"E
N89°51'46"E 60.00'
Chord Length
C1
~1
3.92'
50' B/L
529.35'
L=1 74. 43'
L=80.7 5' L L=1 51. C4 =70 67' .92 ' L=1 R=200 .00 28. ' 92'
N89°24'05"E
TRACT
FND #4 BAR w/ PLS 1505 CAP 1' EAST
' .55 560
~ 00
/L
75
50 'B
' 1. 54
0"
E
29
'
7. 62
28 '1
E
54 29
"E 10 1'
°5 N4 2
'48"
5.33 AC
1.
"W '1 0 51 2° S4
699
14
29
5.60 AC
°27
L=1 74. 43'
TRACT
~1
(TOTAL LENGTH)
5
.45
N00°03'09"W 2638.19'
50 75 ' B 01 /L ~
L=1
134.62'
28.9 2' C5 L=1 R=2 51.67' 00. 00'
S00°35'55"E 1.28'
TRACT
S67
279.18'
650.74'
Tangent
P.O.B.
FND CST NAIL w/ LS1335 SHINER P.O.C. SE COR, SE/4 SEC. 34, T10N, R2W, I.M.
INDIAN HILLS RD.
Matthew Johnson, P.L.S. No. 1807
MIDWEST BLVD.
N89°24'05"E
Length Radius
Curve #
PLAT OF SURVEY of
TIMBERLINE J a
s
s
O H N o
c
i
S
O
N
&
a
t
e s
Johnson & Associates, Inc. 1 E. Sheridan Ave., Suite 200 Oklahoma City, OK 73104 (405) 235-8075
FAX (405) 235-8078
Certificate of Authorization #1484
S89°24'05"W 727.08'
ENGINEERS
Copyright © 2017 Johnson & Associates, Inc.
SURVEYORS
Exp. Date: 06-30-2017 PLANNERS
SHEET 1 OF 2
PS1
MIDWEST BLVD.
PLAT OF SURVEY of
TIMBERLINE BEING A PART OF THE SE/4, SEC. 34, T10N, R2W, I.M. FND #5 BAR NW COR, SE/4 SEC. 34, T10N, R2W, I.M.
AN ADDITION TO THE CITY OF OKLAHOMA CITY, CLEVELAND COUNTY, OKLAHOMA 766.14'
N89°31'57"E 1864.45' 937.47'
S00°08'14"E 2632.13
TRACT
232.86'
235.00'
~ 01 73
C2
~1
9
FND MAG NAIL NE COR. SE/4 SEC. 34, T10N R2W, I.M.
FND #4 BAR w/ PLS 1505 CAP 1' EAST
~ 00 73 ~1
TRACT 237.13'
S00°35'55"E
926.98'
10 5.03 AC
5.01 AC
R5
C1
C3
0'
N89°24'05"E
N89°24'05"E 935.59'
200'
Basis of Bearing: The South line of the SE/4 of Section 34, T10N, R2W having a bearing of S89°24'05"W
235.01'
~17336~
235.01'
5.04 AC
933.70'
933.72'
235.01'
~17400~
50' B/L
TRACT 12 5.03 AC
50'
931.81'
T
5.04 AC
235.01'
6
TRACT
~17436~
FND CST NAIL w/ LS1335 SHINER
235.00'
10 N
TRACT
13 5.03 AC
S.E. 179TH STREET / INDIAN HILLS 935.96'
MATCH LINE SEE SHT. PS1
279.18'
650.74'
S00°35'55"E 1.28'
134.62'
C L=1 5 R=2 51.67' 00. 00'
SCALE: 1"=2000'
FND #4 BAR w/ PLS 1505 CAP 1' EAST
N89°24'05"E 929.92'
N89°24'05"E
LOCATION MAP
FND #4 BAR w/ PLS 1505 CAP 1' EAST
S00°08'14"E 1705.67' (TOTAL LENGTH)
50'
S00°35'55"E 715.29'
5.03 AC
CT. TIMBERLINE 235.00'
7
S00°35'55"E 715.29'
TRACT
50' B/L
~17401~
N00°03'09"W 2638.19'
R/W
S00°35'55"E
PROJECT LOCATION
FND MAG NAIL
11
931.48'
~17437~
34
MIDWEST BOULEVARD
N
AIR DEPOT BOULEVARD
2 W S.E. 164TH STREET
FND MAG NAIL
TRACT
FND CST NAIL w/ LS 1335 SHINER SE COR. SE/4 SEC. 34, T10N R2W, I.M.
60'
R
FND #5 BAR
5.02 AC
235.01'
100'
8
235.01'
0
(TOTAL LENGTH)
TRACT
235.00'
~17337~
929.24'
Curve Table Curve #
Length Radius
Tangent
Chord Length
Chord Direction
Delta
LEGEND: P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING NR = NOT RADIAL B/L = BUILDING LIMIT LINE D & U/E = DRAINAGE & UTILITY EASEMENT U/E = UTILITY EASEMENT D/E = DRAINAGE EASEMENT L.N.A.= LIMITS OF NO ACCESS P.S.P.U.E. = PRIVATE STREET & PUBLIC UTILITY EASEMENT
******** NOTE ******** THIS SURVEY MEETS THE OKLAHOMA MINIMUM STANDARDS FOR THE PRACTICE OF LAND SURVEYORS AS ADOPTED BY THE OKLAHOMA STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS; AND THAT SAID PLAT OF SURVEY COMPLIES WITH THE REQUIREMENTS OF TITLE 11 SECTION 41-108 OF THE OKLAHOMA STATE STATUTES. CERT-NT REV 12-2007
DENOTES FND. #3 BAR w/CAP STAMPED "J&A 1484" UNLESS OTHERWISE NOTED DENOTES SET #3 BAR w/CAP STAMPED "J&A 1484" UNLESS OTHERWISE NOTED DENOTES SET CST NAIL IN "1484 J&A SHINER" UNLESS OTHERWISE NOTED
C1
18.69'
25.00'
9.81'
18.26'
N22°00'55"W
042°50'00"
C2
231.84'
50.00'
53.93'
73.33'
S89°24'05"W
265°40'01"
C3
18.69'
25.00'
9.81'
18.26'
S20°49'05"W
042°50'00"
C4
151.67'
200.00'
79.69'
148.07'
S21°07'38"W
043°27'06"
C5
151.67'
200.00'
79.69'
148.07'
N21°07'38"E
043°27'06"
C6
8.38'
70.00'
4.19'
8.37'
N03°33'54"W
006°51'19"
C7
15.55'
130.00'
7.79'
15.54'
S03°33'54"E
006°51'19"
C8
30.77'
25.00'
17.68'
28.87'
N35°24'06"W
070°31'44"
C9
140.09'
50.00'
291.42'
98.56'
S09°35'54"W
160°31'44"
C10
95.27'
300.00'
48.04'
94.87'
S09°41'46"E
018°11'42"
C11
95.27'
300.00'
48.04'
94.87'
N09°41'46"W
018°11'42"
C12
95.27'
300.00'
48.04'
94.87'
N08°29'56"E
018°11'42"
C13
95.27'
300.00'
48.04'
94.87'
S08°29'56"W
018°11'42"
C14
7.22'
300.00'
3.61'
7.22'
S18°06'13"E
001°22'47"
C15
88.04'
300.00'
44.34'
87.73'
S09°00'22"E
016°48'54"
NOTE: ALL LOTS SHALL HAVE A 25 FT. SIDE AND REAR LOT LINE BUILDING LIMIT SET BACK.
PLAT OF SURVEY of
TIMBERLINE J a
s
s
O H N o
c
i
S
O
N
&
a
t
e s
Johnson & Associates, Inc. 1 E. Sheridan Ave., Suite 200 Oklahoma City, OK 73104 (405) 235-8075
Certificate of Authorization #1484 ENGINEERS
ACAD FILE: H:\3369\3369-FPLT.dwg, 5/24/2017 11:44 AM, Chris Gettings XREFS LOADED: 3369001-bdy.dwg 3369-LOC.dwg Matt Seal.dwg
Copyright © 2017 Johnson & Associates, Inc.
FAX (405) 235-8078
SURVEYORS
Exp. Date: 06-30-2017 PLANNERS
SHEET 2 OF 2
PS2
