survey plat
1
DATED. AND
Median Centerline Station 391+35.00, said monument being on the new Easterly Boundary line of Key Largo Road, also being the new Westerly Boundary line of
min. 06 sec. W a distance of 682.98 feet to a monument 104.00 feet right of Route 54 Median Centerline Station 382+90.00; thence N 16 deg. 07 min. 47 sec. W a distance of 221.98 feet to a monument 97.00 feet right of Route 54 Median Centerline Station 380+60.00; thence N 22 deg. 34 min. 52 sec. W a distance of 306.34 feet to a monument 100.00 feet right of Route 54 Median Centerline
min. 08 sec. W a distance of 95.86 feet to the point of beginning, containing 4.02 acres., subject to all rights-of-way, easements, restrictions,
58.63’
reservations, government regulations or conditions, and utilities, whether of
SURVEY NOTES:
QUARTER CORNER OF SECTION 21, 164
LEGEND
- LAND CORNER
record or not.
1. BASIS OF BEARINGS - GRID NORTH, 1927 MISSOURI STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE. DERIVED BY REAL-TIME KINEMATIC (RTK) GPS OBSERVATIONS USING MODOT PROJECT CONTROL GRID TO GROUND SCALE PROJECTION MULTIPLIER = 1.0001041, PER MODOT PROJECT #J5P0347A. 2. DISTANCES REPORTED ON THIS PLAT, UNLESS OTHERWISE NOTED, ARE GROUND DISTANCES.
SURVEYOR’S CERTIFICATE
SCALE
0
100
200
300
400
3. BEARING AND DISTANCES SHOWN IN PARENTHESES ARE RECORD CALLS. - FND. SMOOTH BAR OR AS NOTED
- SET " REBAR WITH ALUM. CAP
- CALCULATED POINT
4. THE LOCATION OF ALL PROPERTY LINES SHOWN SHALL BE CONSIDERED APPROXIMATE UNLESS OTHERWISE INDICATED.
SUBSCRIBED AND SWORN BEFORE ME THIS
6. SUBJECT TO ALL EASEMENTS OF RECORD.
A NOTARY PUBLIC, IN AND FOR COLE
- ¸ OF ROADWAY - PARCEL BOUNDARY
NOTARY
5. APPARENT OWNERSHIP AS SHOWN IS BASED ON INFORMATION PROVIDED BY OTHERS AND DOES NOT REPRESENT AN OPINION AS TO TITLE.
500
THIS IS TO CERTIFY THAT THE SURVEY WAS COMPLETED IN OCTOBER, 2012. SAID SURVEY WAS MADE ON THE HERIN DESCRIBED PROPERTY, AND SAID SURVEY WAS EXCUTED IN ACCORDANCE WITH THE REQUIREMENTS FOR AN URBAN CLASS SURVEY AS SET FORTH IN THE CURRENT MISSOURI MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS.
27THDAY OF NOVEMBER, 2012, ____
COUNTY, STATE OF MISSOURI.
7. CONVENANTS, LIMITS OF ACCESS, AND RIGHTS RETAINED BY GRANTOR OF THE HEREIN SHOWN PROPERTY ARE NOT SHOWN, BUT MAY BE DISCLOSED BY A FULL TITLE SEARCH.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY SEAL AND SIGNATURE THIS 27TH DAY OF NOVEMBER, 2012
- PUBLIC LAND LINE
8. ALL IMPROVEMENTS AND UTILITIES ABOVE AND BELOW GROUND LEVEL NOT SHOWN. - EXISTING MHTC R/W LINE - PERMANENT EASEMENT - MHTC = MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION
CURT KOLB, NOTARY PUBLIC
9. PROPERTY WAS SURVEYED BY THE MISSOURI DEPARTMENT OF TRANSPORTATION.
______________________________________ 10. RELATIVE POSITIONAL ACCURACY OF THE COORDINATES OF THIS SURVEY ARE WITHIN THE SPECIFICATIONS FOR AN URBAN SURVEY WHICH IS MAXIMUM OF 0.030 METERS.
FREDRICK J. WILDE, MISSOURI REGISTRATION NO. P.L.S. 2006016643
BEEN HAS SHEET IT ON
THIS
65102
(1-888-275-6636) 1-888-ASK-MODOT
MO
CAPITOL WEST
CITY,
105
IF
A
SEAL
IS
PRESENT
1 OF 1 39N
CAMDEN
REV.
right of Route 54 Median Centerline Station 390+00.00; thence N 08 deg. 52
SURVEY FO R:M ISSO URIH IG H W AYS AND TRANSPO RTATIO N CO M M ISSIO N
0 8 ’ 4 9 2 " . E 4 6 3 5 ’ . 0 ’ )
2
02 deg. 16 min. 51 sec. W a distance of 130.49 feet to a monument 100.00 feet
7
1
3
Route 54; thence along and with said Boundary lines the following courses: N
Station 377+50.00; thence departing the aforesaid Boundary lines S 87 deg. 45
FLINTSTONE AT THE SOUTH
ELECTRONICALLY
SEALED
23 sec. E a distance of 58.63 feet to a monument 95.00 feet right of Route 54
TOWNSHIP:
0 ’ E
)
Station 391+56.22; thence, departing the Right of Way line, N 71 deg. 12 min.
54
110.53 feet to a monument 150.00 feet right of Route 54 Median Centerline
ROUTE:
9
Centerline Station 390+51.22; thence S 26 deg. 15 min. 05 sec. E a distance of
COUNTY:
0 ’ 5 .
0
E a distance of 208.08 feet to a monument 200.00 feet right of Route 54 Median
J5P0347
right of Route 54 Median Centerline Station 387+01.22; thence S 05 deg. 54
N7112’23"E
T39N R16W
RANGE:
deg. 06 min. 29 sec. W a distance of 43.20 feet to a monument 300.00 feet
5
95’
3 6 2 ’ 6 4 5 6 . " 2 W 7 ’ ( N 5 9 ( 5 2 3 6 ’ 6 W . ) 5 ’ )
4/30/2013
continuing along and with the Right of Way line the following courses: S 25
PROJECT:
7 N1
16W
line and the Right of Way line, thence departing said Easterly line and
N
+35
390
100’
station 386+60.90, said monument being at the intersection of said Easterly
J. WILDE P.L.S. 2006016643
9" E
point not set due to utilities 276.52 feet right of Route 54 Median centerline
SURVEYOR: FREDRICK
Key Largo Plat 1, S 02 deg. 07 min. 52 sec. E a distance of 248.75 feet to a
PROJECT
thence departing said Northerly Lot line, along and with the Easterly Line of
SHEET:
85 .0 4’ (8 5. 0’ ) -1 10 30 ’E .0 -1 6’ 30 .0 ’)
being 238.47 feet right of Route 54 Median centerline station 383+90.69;
DISTRICT:
1.56 feet to a monument at the Northeast corner of said Lot 37,said monument
1"=
and with said Northerly Lot line, N 87 deg. 48 min. 00 sec. E a distance of
148.08’
SCALE:
County Plat Book 12, Page 42; thence departing the Right of Way line, along
40
CD
Northerly line of Lot 37 of Key Largo Plat 1, a subdivision recorded in Camden
PREPARED:
of Way line as described in Camden County Deed Book 597, Page 793 and the
DATE
station 383+90.36, said monument being at the intersection of aforesaid Right
(
150’
JEFFERSON
TRANSPORTATION AND
310.54 feet to a monument 240.00 feet right of Route 54 Median centerline
( 1
E 5" ’0 ’ 15 53 0.
11
6
130.49’
N02 16’51"W
100’
N 5 9
N
+00
S2
) ’E 23 ) 3’ 2.
3 (2
22
.22 +51 ’ 200
COMMISSION
being 310.73 feet, the chord being S 17 deg. 01 min. 11 sec. E a distance of
3
E " 5 5 ’ 6 ’ 8 0 . 8
0
0
FND AXLE
4
NWˆ NEˆ 28
3SMOOTH
HIGHWAYS
2624.79 feet, the central angle being 06 deg. 46 min. 58 sec., the arc length
+56.22
I.P.
MISSOURI
380+51.22; thence on a non-tangential curve to the right, the radius being
09 ’2
6 "W 52’0 N08 98’ 682.
feet to a monument 240.00 feet right of Route 54 Median Centerline Station
18
248.75’
S02 07’52"E
’40"E S05 54 ’ 134.28
Station 379+52.57; thence S 07 deg. 19 min. 17 sec. W a distance of 104.04
(N
W 04’
S7 19 ’17"
104.
TRACT
AXLE
MLS DOC# 600-47186
235.57 feet to a monument 190.00 feet right of Route 54 Median Centerline P.C.
Route 54 Median Centerline Station 388+51.22; thence S 31 deg. 06 min. 55 sec.
DESCRIBED
APPROX SEC LINE
T39N, R16W AS SHOWN ON
" "
Way line the following courses: S 22 deg. 23 min. 02 sec. E a distance of
min. 40 sec. E a distance of 134.28 feet to a monument 300.00 feet right of
2
(S
P L
(245.3’)
161
39
41 (S 6 S6 9 3 9 3 45 ’E) ’0 12 6" 9. E (1 76 28 ’ .0 ’)
FND. PIN POSSIBLY ON LINE BETWEEN COMMERCIAL LOTS 4 AND 5 HELD FOR LINE ONLY THESE LOTS ARE NOT DIMENSIONED AND SHOWN AS NOT BEING IN SUBDIVISION
1
’
245.40’
(EAST) I.P.
5
44
E 1"
56
’5 26
2. 23
FND AXLE
38
(147.7’)
4.02 ACRES
3
2
SEC LINE
CALCULATED AT RECORD ANGLE FROM NW CORNER LOT 44, INTERSECTING EAST LINE OF SUBDIVISION
S8938’03"E
300’
69 90. 1.56’ + ’ .47 238
3 S
S2
APPROX
T39N R16W
+51.22
POINT POINT OFOF BEGINNING BEGINNING of this description; thence, along and with the Right of
2
PL 49 ’4 6" 37 E .4 8’
3
14
41
43.20’
aluminum Cap, hereinafter referred to as a monument, 190.00 feet right of
14.14’
P L
S2506’29"W
deg. 49 min. 46 sec. E a distance of 1437.48 feet to a inch rebar with
(14.2’)
22 +01. 300’
) E E ’ 42 " 6 9 1 0 ’ 8 2 4 ’ 1 N 8 ) ( 1 8 . 8’ 4 4 N 8 5. 1 43 * 18 (
SWˆ SEˆ 21
90 +60. 52’ 276.
40
FND. 20D NAIL
CALCULATED AT RECORD ANGLE FROM SW CORNER LOT 41
240’
" "
74.71’
39
.36 +90 ’ 240
22 +01.
44.83’
1
NE CORNER LOT 37
(45.0’)
P L
POINT NOT SET DUE TO UTILITIES INTERSECTION OF RW LINE PER BOOK 597 PAGE 793 AND THE EAST LINE OF SUBDIVISION, LAND EAST OF THIS LINE AND WEST OF RW LINE ACQUIRED BY BOOK 558 PAGE 897
J5P0347A RW LINE
37
" "
(75.0’)
38
the Missouri Department of Natural Resources’ Land Survey Program; thence N 23
4’) (N02 06’W - 664.
385
148.08’ (147.7’)
" "
2
*661.79’
NEW BOUNDARY LINE OF ROUTE 54
N8748’00"E 1.56’
N02 07’52"W
N2
) ’W 36 ) 0’ .0
NOTE: THERE WAS NO TAKING IN LOTS 37 AND 38 MAKING IT NECESSARY TO INTERSECT DEED BOOK 597 PAGE 793 AND THE NORTH LINE OF LOT 37
.69 +90 ’ .47 238
37
0
P L
85 (2
S1701’11"E - 310.54’
39 North,Range 16 West as shown on Document Number 600-47186 as recorded at
(hereinafter referred to as Right of Way line)said monument also being the
74.71’
CHORD
.36 +90 ’ 240
Commencing at a Flintstone at the South Quarter Corner of Section 21, Township
N87 48’00"E
" "
2,624.79’
Camden, State of Missouri, more particularly described as follows:
existing Westerly Right of Way line of Route 54,(MoDOT project#J5P0347A),
(75.0’)
R
Section 21, Township 39 North, Range 16 West, 5th P.M., in the County of
Route 54 Median Centerline Station 377+17.00, said monument being on the
*363.57’ N02 07’52"W 0’) (N02 06’W - 365.
310.73’
’ HELD RECORD DISTANCE OF 557.9 PER LS 1223 FIELD NOTES IN PROPORTIONING THIS DISTANCE
A tract of land situated in the Southwest quarter of the Southeast quarter of
(N87 54’E)
54
L
104’
) 6’W 3 0 ) (N1 LA T ’ P 6 .8
BK 558 PG 897
+90
(55
EXISTING ROUTE 54 RW LINE MODOT PROJECT# J5P0347A
MHTC
W
5
22"
BK 504 PG 585
1’ 5.7
BEHNEN INC
08’
4
EASTERLY BOUNDARY LINE OF KEY LARGO PLAT 1
* = PROPORTIONATE DISTANCE DEVELOPED BY DISTANCE FROM INTERSECTION OF KEY LARGO ROAD AND FND 20D NAIL AT THE SW CORNER OF LOT 41
TE ROU IAN MED
LOTS 41 THRU 44
1,188.67’ 2,864.80’
¸
KENNETH HAVVE
2,253.48’
T R
"W 47
3
402+06.05
L
’ 07
LOTS 37, 38
22 1. +5 0’ 24
¸
MORIE FOX
391+41.24 379+52.57
PC PT
’ 6 98 N1 ROAD 1. GO 22 LAR EY W K NE
LOTS 29 THRU 36,39,40
2
OAD D R AME UNN
TIMBERLAKE DEV CORP
*55
¸
1
1
PI
0 +6 ’ 97
CALCULATED AT RECORD DISTANCE FROM PINS AT 20’ OFFSET
0 38
NORTH, RANGE 16 WEST
N 13
W 2" ’5 34 ’ 34 6.
30
E
57 2. +5 0’ 19
2
2" ’0 7’
Y E K ¸
PC
’
N2
23
5 5. 23
O G R A L
182
7 .5 52 + 9 37
SECTION 21,TOWNSHIP 39 2 (N
4RB
2
183
’ 0 . 0 8 W " 0 ’ 4 0 ’ . 9 0 1 8 4 5 S
0 . 0
S2
P L
184
0 +5 0’ 10
160
IN THE SW OF THE SE OF
W 0"
I.P.
182 2
P L
’ 0 . 0 4 8 5 S (
8’
183
S87 45’08"W 95.86’
Recorded at Book 128 Page 36A-B
A TRACT OF LAND LOCATED
81.20’(81.2)
;2 42
POB
SURVEY PLAT S8919’40"W
0
7 +1 0’ 19
APPROX SEC LINE
.8 83
184
T39N R16W
*2
SEC LINE
NWˆ SEˆ 21
’ 0 . 0 0 1 ) W ’ 6 2
) ’ 1 . ’ 9 0 9 1 ( . 9 9
N2
APPROX
ALL LOT NUMBERS AND RECORD INFORMATION ARE FROM KEY LARGO PLAT 1, A SUBDIVISION RECORDED AT PLAT BOOK 12, PAGE 42
11. ALL STATIONS AND OFFSETS LOCATED FROM THE MEDIAN CENTERLINE OF ROUTE 54
Location_Survey_Keylargo_Rte54.dgn
7:43:33 AM
4/30/2013
DATED. AND
Median Centerline Station 391+35.00, said monument being on the new Easterly Boundary line of Key Largo Road, also being the new Westerly Boundary line of
min. 06 sec. W a distance of 682.98 feet to a monument 104.00 feet right of Route 54 Median Centerline Station 382+90.00; thence N 16 deg. 07 min. 47 sec. W a distance of 221.98 feet to a monument 97.00 feet right of Route 54 Median Centerline Station 380+60.00; thence N 22 deg. 34 min. 52 sec. W a distance of 306.34 feet to a monument 100.00 feet right of Route 54 Median Centerline
min. 08 sec. W a distance of 95.86 feet to the point of beginning, containing 4.02 acres., subject to all rights-of-way, easements, restrictions,
58.63’
reservations, government regulations or conditions, and utilities, whether of
SURVEY NOTES:
QUARTER CORNER OF SECTION 21, 164
LEGEND
- LAND CORNER
record or not.
1. BASIS OF BEARINGS - GRID NORTH, 1927 MISSOURI STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE. DERIVED BY REAL-TIME KINEMATIC (RTK) GPS OBSERVATIONS USING MODOT PROJECT CONTROL GRID TO GROUND SCALE PROJECTION MULTIPLIER = 1.0001041, PER MODOT PROJECT #J5P0347A. 2. DISTANCES REPORTED ON THIS PLAT, UNLESS OTHERWISE NOTED, ARE GROUND DISTANCES.
SURVEYOR’S CERTIFICATE
SCALE
0
100
200
300
400
3. BEARING AND DISTANCES SHOWN IN PARENTHESES ARE RECORD CALLS. - FND. SMOOTH BAR OR AS NOTED
- SET " REBAR WITH ALUM. CAP
- CALCULATED POINT
4. THE LOCATION OF ALL PROPERTY LINES SHOWN SHALL BE CONSIDERED APPROXIMATE UNLESS OTHERWISE INDICATED.
SUBSCRIBED AND SWORN BEFORE ME THIS
6. SUBJECT TO ALL EASEMENTS OF RECORD.
A NOTARY PUBLIC, IN AND FOR COLE
- ¸ OF ROADWAY - PARCEL BOUNDARY
NOTARY
5. APPARENT OWNERSHIP AS SHOWN IS BASED ON INFORMATION PROVIDED BY OTHERS AND DOES NOT REPRESENT AN OPINION AS TO TITLE.
500
THIS IS TO CERTIFY THAT THE SURVEY WAS COMPLETED IN OCTOBER, 2012. SAID SURVEY WAS MADE ON THE HERIN DESCRIBED PROPERTY, AND SAID SURVEY WAS EXCUTED IN ACCORDANCE WITH THE REQUIREMENTS FOR AN URBAN CLASS SURVEY AS SET FORTH IN THE CURRENT MISSOURI MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS.
27THDAY OF NOVEMBER, 2012, ____
COUNTY, STATE OF MISSOURI.
7. CONVENANTS, LIMITS OF ACCESS, AND RIGHTS RETAINED BY GRANTOR OF THE HEREIN SHOWN PROPERTY ARE NOT SHOWN, BUT MAY BE DISCLOSED BY A FULL TITLE SEARCH.
IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY SEAL AND SIGNATURE THIS 27TH DAY OF NOVEMBER, 2012
- PUBLIC LAND LINE
8. ALL IMPROVEMENTS AND UTILITIES ABOVE AND BELOW GROUND LEVEL NOT SHOWN. - EXISTING MHTC R/W LINE - PERMANENT EASEMENT - MHTC = MISSOURI HIGHWAYS AND TRANSPORTATION COMMISSION
CURT KOLB, NOTARY PUBLIC
9. PROPERTY WAS SURVEYED BY THE MISSOURI DEPARTMENT OF TRANSPORTATION.
______________________________________ 10. RELATIVE POSITIONAL ACCURACY OF THE COORDINATES OF THIS SURVEY ARE WITHIN THE SPECIFICATIONS FOR AN URBAN SURVEY WHICH IS MAXIMUM OF 0.030 METERS.
FREDRICK J. WILDE, MISSOURI REGISTRATION NO. P.L.S. 2006016643
BEEN HAS SHEET IT ON
THIS
65102
(1-888-275-6636) 1-888-ASK-MODOT
MO
CAPITOL WEST
CITY,
105
IF
A
SEAL
IS
PRESENT
1 OF 1 39N
CAMDEN
REV.
right of Route 54 Median Centerline Station 390+00.00; thence N 08 deg. 52
SURVEY FO R:M ISSO URIH IG H W AYS AND TRANSPO RTATIO N CO M M ISSIO N
0 8 ’ 4 9 2 " . E 4 6 3 5 ’ . 0 ’ )
2
02 deg. 16 min. 51 sec. W a distance of 130.49 feet to a monument 100.00 feet
7
1
3
Route 54; thence along and with said Boundary lines the following courses: N
Station 377+50.00; thence departing the aforesaid Boundary lines S 87 deg. 45
FLINTSTONE AT THE SOUTH
ELECTRONICALLY
SEALED
23 sec. E a distance of 58.63 feet to a monument 95.00 feet right of Route 54
TOWNSHIP:
0 ’ E
)
Station 391+56.22; thence, departing the Right of Way line, N 71 deg. 12 min.
54
110.53 feet to a monument 150.00 feet right of Route 54 Median Centerline
ROUTE:
9
Centerline Station 390+51.22; thence S 26 deg. 15 min. 05 sec. E a distance of
COUNTY:
0 ’ 5 .
0
E a distance of 208.08 feet to a monument 200.00 feet right of Route 54 Median
J5P0347
right of Route 54 Median Centerline Station 387+01.22; thence S 05 deg. 54
N7112’23"E
T39N R16W
RANGE:
deg. 06 min. 29 sec. W a distance of 43.20 feet to a monument 300.00 feet
5
95’
3 6 2 ’ 6 4 5 6 . " 2 W 7 ’ ( N 5 9 ( 5 2 3 6 ’ 6 W . ) 5 ’ )
4/30/2013
continuing along and with the Right of Way line the following courses: S 25
PROJECT:
7 N1
16W
line and the Right of Way line, thence departing said Easterly line and
N
+35
390
100’
station 386+60.90, said monument being at the intersection of said Easterly
J. WILDE P.L.S. 2006016643
9" E
point not set due to utilities 276.52 feet right of Route 54 Median centerline
SURVEYOR: FREDRICK
Key Largo Plat 1, S 02 deg. 07 min. 52 sec. E a distance of 248.75 feet to a
PROJECT
thence departing said Northerly Lot line, along and with the Easterly Line of
SHEET:
85 .0 4’ (8 5. 0’ ) -1 10 30 ’E .0 -1 6’ 30 .0 ’)
being 238.47 feet right of Route 54 Median centerline station 383+90.69;
DISTRICT:
1.56 feet to a monument at the Northeast corner of said Lot 37,said monument
1"=
and with said Northerly Lot line, N 87 deg. 48 min. 00 sec. E a distance of
148.08’
SCALE:
County Plat Book 12, Page 42; thence departing the Right of Way line, along
40
CD
Northerly line of Lot 37 of Key Largo Plat 1, a subdivision recorded in Camden
PREPARED:
of Way line as described in Camden County Deed Book 597, Page 793 and the
DATE
station 383+90.36, said monument being at the intersection of aforesaid Right
(
150’
JEFFERSON
TRANSPORTATION AND
310.54 feet to a monument 240.00 feet right of Route 54 Median centerline
( 1
E 5" ’0 ’ 15 53 0.
11
6
130.49’
N02 16’51"W
100’
N 5 9
N
+00
S2
) ’E 23 ) 3’ 2.
3 (2
22
.22 +51 ’ 200
COMMISSION
being 310.73 feet, the chord being S 17 deg. 01 min. 11 sec. E a distance of
3
E " 5 5 ’ 6 ’ 8 0 . 8
0
0
FND AXLE
4
NWˆ NEˆ 28
3SMOOTH
HIGHWAYS
2624.79 feet, the central angle being 06 deg. 46 min. 58 sec., the arc length
+56.22
I.P.
MISSOURI
380+51.22; thence on a non-tangential curve to the right, the radius being
09 ’2
6 "W 52’0 N08 98’ 682.
feet to a monument 240.00 feet right of Route 54 Median Centerline Station
18
248.75’
S02 07’52"E
’40"E S05 54 ’ 134.28
Station 379+52.57; thence S 07 deg. 19 min. 17 sec. W a distance of 104.04
(N
W 04’
S7 19 ’17"
104.
TRACT
AXLE
MLS DOC# 600-47186
235.57 feet to a monument 190.00 feet right of Route 54 Median Centerline P.C.
Route 54 Median Centerline Station 388+51.22; thence S 31 deg. 06 min. 55 sec.
DESCRIBED
APPROX SEC LINE
T39N, R16W AS SHOWN ON
" "
Way line the following courses: S 22 deg. 23 min. 02 sec. E a distance of
min. 40 sec. E a distance of 134.28 feet to a monument 300.00 feet right of
2
(S
P L
(245.3’)
161
39
41 (S 6 S6 9 3 9 3 45 ’E) ’0 12 6" 9. E (1 76 28 ’ .0 ’)
FND. PIN POSSIBLY ON LINE BETWEEN COMMERCIAL LOTS 4 AND 5 HELD FOR LINE ONLY THESE LOTS ARE NOT DIMENSIONED AND SHOWN AS NOT BEING IN SUBDIVISION
1
’
245.40’
(EAST) I.P.
5
44
E 1"
56
’5 26
2. 23
FND AXLE
38
(147.7’)
4.02 ACRES
3
2
SEC LINE
CALCULATED AT RECORD ANGLE FROM NW CORNER LOT 44, INTERSECTING EAST LINE OF SUBDIVISION
S8938’03"E
300’
69 90. 1.56’ + ’ .47 238
3 S
S2
APPROX
T39N R16W
+51.22
POINT POINT OFOF BEGINNING BEGINNING of this description; thence, along and with the Right of
2
PL 49 ’4 6" 37 E .4 8’
3
14
41
43.20’
aluminum Cap, hereinafter referred to as a monument, 190.00 feet right of
14.14’
P L
S2506’29"W
deg. 49 min. 46 sec. E a distance of 1437.48 feet to a inch rebar with
(14.2’)
22 +01. 300’
) E E ’ 42 " 6 9 1 0 ’ 8 2 4 ’ 1 N 8 ) ( 1 8 . 8’ 4 4 N 8 5. 1 43 * 18 (
SWˆ SEˆ 21
90 +60. 52’ 276.
40
FND. 20D NAIL
CALCULATED AT RECORD ANGLE FROM SW CORNER LOT 41
240’
" "
74.71’
39
.36 +90 ’ 240
22 +01.
44.83’
1
NE CORNER LOT 37
(45.0’)
P L
POINT NOT SET DUE TO UTILITIES INTERSECTION OF RW LINE PER BOOK 597 PAGE 793 AND THE EAST LINE OF SUBDIVISION, LAND EAST OF THIS LINE AND WEST OF RW LINE ACQUIRED BY BOOK 558 PAGE 897
J5P0347A RW LINE
37
" "
(75.0’)
38
the Missouri Department of Natural Resources’ Land Survey Program; thence N 23
4’) (N02 06’W - 664.
385
148.08’ (147.7’)
" "
2
*661.79’
NEW BOUNDARY LINE OF ROUTE 54
N8748’00"E 1.56’
N02 07’52"W
N2
) ’W 36 ) 0’ .0
NOTE: THERE WAS NO TAKING IN LOTS 37 AND 38 MAKING IT NECESSARY TO INTERSECT DEED BOOK 597 PAGE 793 AND THE NORTH LINE OF LOT 37
.69 +90 ’ .47 238
37
0
P L
85 (2
S1701’11"E - 310.54’
39 North,Range 16 West as shown on Document Number 600-47186 as recorded at
(hereinafter referred to as Right of Way line)said monument also being the
74.71’
CHORD
.36 +90 ’ 240
Commencing at a Flintstone at the South Quarter Corner of Section 21, Township
N87 48’00"E
" "
2,624.79’
Camden, State of Missouri, more particularly described as follows:
existing Westerly Right of Way line of Route 54,(MoDOT project#J5P0347A),
(75.0’)
R
Section 21, Township 39 North, Range 16 West, 5th P.M., in the County of
Route 54 Median Centerline Station 377+17.00, said monument being on the
*363.57’ N02 07’52"W 0’) (N02 06’W - 365.
310.73’
’ HELD RECORD DISTANCE OF 557.9 PER LS 1223 FIELD NOTES IN PROPORTIONING THIS DISTANCE
A tract of land situated in the Southwest quarter of the Southeast quarter of
(N87 54’E)
54
L
104’
) 6’W 3 0 ) (N1 LA T ’ P 6 .8
BK 558 PG 897
+90
(55
EXISTING ROUTE 54 RW LINE MODOT PROJECT# J5P0347A
MHTC
W
5
22"
BK 504 PG 585
1’ 5.7
BEHNEN INC
08’
4
EASTERLY BOUNDARY LINE OF KEY LARGO PLAT 1
* = PROPORTIONATE DISTANCE DEVELOPED BY DISTANCE FROM INTERSECTION OF KEY LARGO ROAD AND FND 20D NAIL AT THE SW CORNER OF LOT 41
TE ROU IAN MED
LOTS 41 THRU 44
1,188.67’ 2,864.80’
¸
KENNETH HAVVE
2,253.48’
T R
"W 47
3
402+06.05
L
’ 07
LOTS 37, 38
22 1. +5 0’ 24
¸
MORIE FOX
391+41.24 379+52.57
PC PT
’ 6 98 N1 ROAD 1. GO 22 LAR EY W K NE
LOTS 29 THRU 36,39,40
2
OAD D R AME UNN
TIMBERLAKE DEV CORP
*55
¸
1
1
PI
0 +6 ’ 97
CALCULATED AT RECORD DISTANCE FROM PINS AT 20’ OFFSET
0 38
NORTH, RANGE 16 WEST
N 13
W 2" ’5 34 ’ 34 6.
30
E
57 2. +5 0’ 19
2
2" ’0 7’
Y E K ¸
PC
’
N2
23
5 5. 23
O G R A L
182
7 .5 52 + 9 37
SECTION 21,TOWNSHIP 39 2 (N
4RB
2
183
’ 0 . 0 8 W " 0 ’ 4 0 ’ . 9 0 1 8 4 5 S
0 . 0
S2
P L
184
0 +5 0’ 10
160
IN THE SW OF THE SE OF
W 0"
I.P.
182 2
P L
’ 0 . 0 4 8 5 S (
8’
183
S87 45’08"W 95.86’
Recorded at Book 128 Page 36A-B
A TRACT OF LAND LOCATED
81.20’(81.2)
;2 42
POB
SURVEY PLAT S8919’40"W
0
7 +1 0’ 19
APPROX SEC LINE
.8 83
184
T39N R16W
*2
SEC LINE
NWˆ SEˆ 21
’ 0 . 0 0 1 ) W ’ 6 2
) ’ 1 . ’ 9 0 9 1 ( . 9 9
N2
APPROX
ALL LOT NUMBERS AND RECORD INFORMATION ARE FROM KEY LARGO PLAT 1, A SUBDIVISION RECORDED AT PLAT BOOK 12, PAGE 42
11. ALL STATIONS AND OFFSETS LOCATED FROM THE MEDIAN CENTERLINE OF ROUTE 54
Location_Survey_Keylargo_Rte54.dgn
7:43:33 AM
4/30/2013
