Z-3821-A Map 1VICINITY MAP
NOT TO SCALE
LEGEND
m SANITARY SEWER MANHOLE
—OHE— OVERHEAD ELECTRIC
X FENCE LINE
— — — ADJACENT PARCEL LINES
STORM DRAIN
NOT TO SCALE
BOUNDARY LINE
4 COMPUTED POINT PER PLAT OF
MILFORD PLACE SUBDIVISION
NW CORNER
SW1/4 SWI/4
SECTION I
T -1-S, R -13-W
- COMPUTED POINT AT INTERSECTION OF LOT
LINES PER PLAT OF MILFORD PLACE SUED.
NW CORNER
41/2 SWI/4 SWI/4 SWI/4
SECTION 1
S. R -13-W
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C&JB TRUCKING, INC
PARCEL #451-001D004000
CASTELLANOS, JOEI- BONII. A
PARCH #45LC0100011_„-.
316.15' (M)
FCJNO 6"X6" CONCRETF MONUMENT
Record Description - Instrument #2012001749
The North Half of the Southwest Quarter of the Southwest Quarter of the Southwest
Quarter (N1/2 SW1/4 SW1/4 SW1/4), Section 1, Township 1 South, Range 13 West,
in Pulaski County, Arkansas.
I
LCT 36
MILFOPD PLACE
I
I
SETT 5/8" REBAR & 2' ALUM. CAI'
(S 00'14'47" E, 4.00' TO A 6"X6"
CONCRETE MONUMENT)
CHAIN LINK FENCE
CORNER ONLINE
TOTAL AREA
5.219 ACRESi
< _ -
ROBERT INT RE & STLE TRY RENFRO
u JOINT REVOCABLE TRUST
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LOT i PHASE 1 OF YMCA ADDITION
SW CORNER
N1/2 SW1/4 SWI/4 SWI/4
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T -1-S, R -13-W
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YMCA ADDITION
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COMPUTED POINT PER PLAT OF LOT 1,
BARRETT SUBDIVISION
2 1 SW CORNER
SECTION 1
11 1 T -1-S, R -13-W
CORNER REFERENCES -
1. N 70-22'56" W, 145.98' TO A 1/2"
REBAR WITH CAP STAMPED RDH 83
2. N 79'37'46" W, 271.70' TO A 1/2"
REBAR WITH CAP STAMPED RDH 83
Flood Information Source:
FOUNDR1/2" REBAR
LINE NW CORNER LOT 2R
YMCA ADDITION
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PARCEL #45LD010004200
N 88'14'09" W 679.65' (M)
193.02' (M)
OT 2R
REPLAY OF -CT 2 PHnSE [
YMCA ADDITION
Current Effective Flood Insurance Rate Map Panel Number 05119CO461G, revised July
6, 2015 and Panel Number 05119CO463G, revised July 6, 2015. Per review of these
panels, the property shown hereon is located in Zone X, which is an area
determined to be outside the 0.2% annual chance floodplain.
Basis of Bearing
Grid North, Arkansas State Plane Coordinate System, North Zone, NAD83. Distances
shown are ground. Ground Distances X 1.00005634 = Grid Distance; Convergence =
N 00'12'38" E; Latitude = 34'39'18.72232" Longitude = -92'21'42.83043".
CHAIN LINK FENCE
_iOLND 1/2" REBAR
1.1' NORTH OF LINE
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LOT 35
MILFORD PLACE I LOT 34
MILFORD PLACE
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FOUND 1/2" REBAR
02' NOR -H OF LINE L^'�§D 1 + ID -".PE
S 88'05'08" E 680.29' (M)
304.08' (M)
LOT 3
REPLAT OF LOT 2 PHASE
YMCA AO09"
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LOT .5
MILFORD PLACE
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—OHE— OVERHEAD ELECTRIC
X FENCE LINE
— — — ADJACENT PARCEL LINES
STORM DRAIN
NOT TO SCALE
BOUNDARY LINE
4 COMPUTED POINT PER PLAT OF
MILFORD PLACE SUBDIVISION
NW CORNER
SW1/4 SWI/4
SECTION I
T -1-S, R -13-W
- COMPUTED POINT AT INTERSECTION OF LOT
LINES PER PLAT OF MILFORD PLACE SUED.
NW CORNER
41/2 SWI/4 SWI/4 SWI/4
SECTION 1
S. R -13-W
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C&JB TRUCKING, INC
PARCEL #451-001D004000
CASTELLANOS, JOEI- BONII. A
PARCH #45LC0100011_„-.
316.15' (M)
FCJNO 6"X6" CONCRETF MONUMENT
Record Description - Instrument #2012001749
The North Half of the Southwest Quarter of the Southwest Quarter of the Southwest
Quarter (N1/2 SW1/4 SW1/4 SW1/4), Section 1, Township 1 South, Range 13 West,
in Pulaski County, Arkansas.
I
LCT 36
MILFOPD PLACE
I
I
SETT 5/8" REBAR & 2' ALUM. CAI'
(S 00'14'47" E, 4.00' TO A 6"X6"
CONCRETE MONUMENT)
CHAIN LINK FENCE
CORNER ONLINE
TOTAL AREA
5.219 ACRESi
< _ -
ROBERT INT RE & STLE TRY RENFRO
u JOINT REVOCABLE TRUST
i I I
I �- COMPUTED POINT PER PLAT OF
LOT i PHASE 1 OF YMCA ADDITION
SW CORNER
N1/2 SW1/4 SWI/4 SWI/4
�... SECTION 1
T -1-S, R -13-W
NIn
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I") PHASE 1
YMCA ADDITION
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COMPUTED POINT PER PLAT OF LOT 1,
BARRETT SUBDIVISION
2 1 SW CORNER
SECTION 1
11 1 T -1-S, R -13-W
CORNER REFERENCES -
1. N 70-22'56" W, 145.98' TO A 1/2"
REBAR WITH CAP STAMPED RDH 83
2. N 79'37'46" W, 271.70' TO A 1/2"
REBAR WITH CAP STAMPED RDH 83
Flood Information Source:
FOUNDR1/2" REBAR
LINE NW CORNER LOT 2R
YMCA ADDITION
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FOUND
5/8" REBAR
PARCEL #45LD010004200
N 88'14'09" W 679.65' (M)
193.02' (M)
OT 2R
REPLAY OF -CT 2 PHnSE [
YMCA ADDITION
Current Effective Flood Insurance Rate Map Panel Number 05119CO461G, revised July
6, 2015 and Panel Number 05119CO463G, revised July 6, 2015. Per review of these
panels, the property shown hereon is located in Zone X, which is an area
determined to be outside the 0.2% annual chance floodplain.
Basis of Bearing
Grid North, Arkansas State Plane Coordinate System, North Zone, NAD83. Distances
shown are ground. Ground Distances X 1.00005634 = Grid Distance; Convergence =
N 00'12'38" E; Latitude = 34'39'18.72232" Longitude = -92'21'42.83043".
CHAIN LINK FENCE
_iOLND 1/2" REBAR
1.1' NORTH OF LINE
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General Notes:
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6
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LOT 35
MILFORD PLACE I LOT 34
MILFORD PLACE
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FOUND 1/2" REBAR
02' NOR -H OF LINE L^'�§D 1 + ID -".PE
S 88'05'08" E 680.29' (M)
304.08' (M)
LOT 3
REPLAT OF LOT 2 PHASE
YMCA AO09"
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LOT .5
MILFORD PLACE
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NE
—
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FOUND 1/2" REBAR
ONLINE--
SET 5/8"
-- -- —
REBAR & 2" ALUM CAP S —
FOUND 6'X6' CONCRETE MONIT-1
T 88 05 08 E 683 63' M
Ail
FOUND 6"X6" CONCRETE MONUMENT
NE CORNER LOT 3 YMCA ADDITION
7-56' (M)
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A INTERSECTION OF CONCRETE ( )
MONUMENTS AND LOT LINES
(S 02'19'45" W. 2.76' TO A FOUND
6"X6" CONCRETE MONUMENT, ONLINE)
NE CORNER
N1/2 SWI/4 SWI/4 SWI/4
SECTION 1
-S, R -13-W
FOUND 6"X6" CONCRETE MONUMENT
SECORNER
N1/2 SWI/4 SW1/4 SWI/4
SECTION 1
T -i -S, R -13-W
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Surveyor has made no investigation or independent search for easements or rights
of way of record, encumbrances, restrictive covenants or any other facts which an
accurate and current title search may disclose.
The location of utilities as shown hereon are based on visible aboveground
structures and record documents provided to the surveyor. Locations of underground
utilities may vary from locations shown hereon. Additional buried utilities/structures
may be encountered. No excavations were made during the progress of the survey
to locate buried utilities/structures.
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PARCEL #45L0010004500
--VA—
FOUND
-/ - -_
V FOUND 3/4" REBAR
SE CORNER
N1/2 SWI/4 SWI/4
SECTION 1
T-1-5, R -13-W
CORNER REFERENCES
1. N 88'05'08" W, 102.90' TO A 4"X4'
CONCRETE MONUMENT (SWc LOT 1-,
2. N 85'39'51" W. 4.88' TO A 6"X6"
CONCRETE MONUMENT
Certification
I, Corey Finkbeiner certify that a Boundary Survey was performed on the property
shown hereon under my supervision and this drawing is an accurate representation
of the survey results. This survey meets the current minimum standards, as stated
in the Arkansas Standards of Practice for Property Boundary Surveys and Plats,
revised May 21, 2009.
Corey Finkbeiner Date
Professional Surveyor
Arkansas No. 1695
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PINNACLE LAND
SURVEYORS, PLLC
PO BOX 329
MAYFLOWER, ARKANSAS 72106
TEL: (5011 352-1207
FAX: (501) 859-6224
EMAIL: INF OHP L S-AR.COM
JOB NUMBER
19-116
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DATE:
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SURVEYORS, PLLC
PO BOX 329
MAYFLOWER, ARKANSAS 72106
TEL: (5011 352-1207
FAX: (501) 859-6224
EMAIL: INF OHP L S-AR.COM
JOB NUMBER
19-116
SCALE :
1"
= 50"
DRAWN BY :
JCF
APPROVED BY
:
JCF
DATE:
11/20/2019
PAGE:
1 of 1