HomeMy WebLinkAboutS-1365 Map 2SITE DATA
STATEMENT OF ENCROACHMENTS
E1 The gravel road encroaches along the West line of this drawing.
The block retaining wall encroaches near the Southeast corner of this
E2 property shown on this drawing.
E3 Part of the block building and the movable storage building encroach along
the East line of the property shown on this drawing.
E4 Baseball/Softball field fences encroach along the West line -
found nail in bottle cap
741.8' Deed found 1/2" pipe
741.8' (Don Brooks survey) T
S 88°24'45" E 756.41'to POB
Computed Comer v S 88°2445"E 739.71'
NW Comer NE114 NW114
Section 23, T-1-N, R-13-W,
Pulaski County, Arkansas
Line per Charlie Miller Survey
dated 11-9-94.
Note: No "solid" monumentation was
found to establish this line. This line
is as shown based on the monumentation
in this area at this time, deeds of record,
surveys fled at the state surveyors
office and Arkansas Highway &
Transportation Department surveys
conducted in this area for the proposed
Right-of-way of "Asher Avenue" (State
Highway #5).
SURVEYOR'S CERTIFICATION
ALTA/ACSM LAND TITLE SURVEY
This is to certify to Family Dollar Stores, Inc., and its affiliates, and the
Lawyers Title Insurance Company, as Agent, that (1) this map or
plat and the survey on which it is based were made in accordance with
the "Minimum Standards Detail Requirement for ALTA/ACSM Land Title
Surveys", jointly established and adopted by ALTA, ACSM and NSPS in
1999, and includes all items required by Family Dollar's Boundary, Physical
and Topographical Survey Requirements, and (11) pursuant to the Accuracy
Standards (as adopted by ALTA, NSPS, and ACSM and in effect on the date
of this certification) the Positional Uncertainties resulting from the survey
measurements made on the survey do not exceed the allowable Positional
Tolerance. Also, certify that the easements shown on the survey are based
upon Commitment No. 22-49739 prepared by Lenders Title Insurance
Company, and list the exceptions shown on the Commitment and
state whether they affect the property.
GENERAL NOTES
1. There are no buildings located on this property.
2. There are no parking lots/stripes located on this property.
3. This property has direct access to "Asher" Avenue
(area under construction at the time of survey)
4. This property has had earth moving work along the South
line (Asher Avenue).
5. There has been a proposed Right-of-way change along
Asher Avenue.
6. There is no observable evidence of this site being used as
a solid waste dump, sump, or sanitary landfill.
7. Sanitary Sewer line along Asher Avenue is as shown. Any questions
concerning this line contact: Little Rock Wastewater utility @
1-501-376-2903 (H. Booher).
8. Concerning storm water on site detention/retention design a licensed
Civil Engineer should be consulted. The engineering design formula
that the city of Little Rock uses for calculations for storm water run-
off is the "rational method of hydrology" (formula = O = Ku CiA)
9. No existing tanks/drainage fills or other applicable utilities
were noticed and no subsurface investigations were
conducted for this.
10. This property has frontage along Arkansas State Hwy #5:
to obtain a driveway permit contact "Rickey Prince"
phone:1-501-569-2171
fax:1501-569-2366
email: rickey. prince@ahtd.state.ar.us
department: "District Permit Officer for
Arkansas Highway & Transportation
Department."
address: PO Box190296
Little Rock, Arkansas 72219
11. Electrical lines are as shown. Due to the highway construction
at the time of this survey, primary and secondary voltage along
highway #5 (asher avenue) can be determined by contacting
Entergy @ 1-501-377-4000.
12. Retail sales of general merchandise in excess of 3,500 square
feet is permitted as long as the building setback lines are not encroached
upon.
13. The right of way shown on this drawing is the right of way
1. ZONING-C-3 "General Commercial" (front of property) 5. ZONING-R-2 (back of property)
SETBACKS- front-25' SETBACKS- front-25'
side-15' side-8' or 10% of lot width (whichever is greater)
rear-15' rear-25'
HEIGHT RESTRICTIONS -no building higher than 35'
PARKING RESTRICTIONS-1 parking space for every 300 square feet of floor space
2. VERTICAL DATUM-NAVD 29
3. BENCHMARK- "Pagis" (Pulaski Area Geographic Information System) Monument
described as an aluminum cap set in concrete with elevation of 293.23 NGVD 29
Station Name: PAGIS 2041
4. The back portion of this property is zoned "R-2"
North line NEt/4 NW114
Section 23, T-1-N, R-13-W,
S 8802445" E 16.70' Pulaski County, Arkansas
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x
Line per Don Brooks survey�'I
dated 11-16-71 (Factual Survey)
EIX�^O\WE
CELL TOWER
SITE
Gravel parking
area
W
chain link fence
x x_ r
L
chain link fence
x x_X_x 7
1
(perimeter & tract "B )
�1
E
Gravel drive
(width varies)
Note: No "solid" monumentation was
found to establish this line. This line
is as shown based on the monumentation
in this area at this time, deeds of record,
surveys filed at the state surveyor's
office and Arkansas Highway &
Transportation Department surveys
conducted in this area for the proposed
Right-of-way of "Asher Avenue" (State
Highway #5).
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oE1 s&BNeo - -- - -- --
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found 1/2" rebar online
15.17'
found 1/2" rebar
Vicinity Map
NOT TO SCALE
S 85"15'12"E 9.44'
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tpne per Arkansas Highway and
al
Iransportation Department Job #6965
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found V bar
Line per Arkansas Highway and
Transportation Department Job #6965
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UNIT DENSITY
UNITS OBSERVED MAXIMUM UNITS
ON SITE PERMITTED BY ZONING
0 see general notes #12
Reading in Road
NE Comer NE1/4 NW1/4
Section 23, T-1-N, R-13-W,
Pulaski County, Arkansas
as shown on survey by
Ben Kittler Jr. (rls #568)
dated 3-15-91.
LEGEND
(D
POWERPOLE
SS-
SAN.SEWER LINE
FOUND NO. 4 REBAR UNLESS
OTHERWISE LABELED ON DRAWING
(-
GUY WIRE
MH
SEWER MANHOLE
O SET NO.4 REBAR WITH
SURVEYOR'S ID CAP (RLS #1430)
LIGHT POLE
v®
CLEAN OUT
® P-K. NAIL FOUND
STREET LIGHT POLE
-SD-
STORM DRAIN LINE
® P.K. NAIL SET
®
ELEC. TRANSFORMER
®D
STORM DRAIN MANHOLE
X END X MARK
®
AIR CONDITIONER
®
CATCH BASIN
0 SET X MARK
BE -BURIED
ELECTRIC
®
CURB INLET
A R R- SPIKE FOUND
`A, OVERHEAD ELECTRIC
Mwo
MONITORING WELL
R.R. SPIKE SET
0
ELEC. MANHOLE
- T
TELEPHONE LINE
BENCHMARK
-Water-
WATERLINE
O/HT OVERHEAD TELEPHONE
eR/W MARKER
®
WATER MANHOLE
®
PAY PHONE
(R)RECORD DATA
®w®
WATER VALVE
II
TELEPHONE BOX
(M) MEASURED DATA
HYDRANT
IrT®I
TELEPHONE MANHOLE
(C) CALCULATED DATA
O WATER METER
yl
SIGN
RAN RIGHT OF WAY
WATER METER
sroe
STOP SIGN
RCP REINFORCED CONIC PIPE
CMP CORRUGATED METAL PIPE
-Gas
GAS LINE
TRAFFIC SIGNAL
MTL METAL
IH
GAS VALVEUNDERGROUND
CABLE
BSL BUILDING SETBACK LINE
GAS METER
US LANDSCAPING
c
®
GAS MANHOLE
HANDICAP PARKING
TREE
•
STEEL POLES
CONCRETE CURB
�^"�
t { TREE
.(�
rH0
TEST HOLE
cs CONCRETE SLAB
T
�
TELEPHONE SIGN
® STORM GRATE
DIRECTION OF TRAVEL
DI
DROP INLET
DESCRIPTION
Survevor's Boundary Description
Part of the NE1/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas,
being more particularly described as: Commencing at the NW Comer NE1/4 NW1/4
thence S 88°24'25"E 756.4l' to a set 1/2" rebar with surveyor's id cap (ris #1430),
said point being the Point of Beginning; thence S 1 °49'47" W 330' to a set 1/2" rebar
with surveyor's id cap (ris #1430); thence S 88°16'44" E 192.79' to a set 1/2" rebar
with surveyor's id cap (ris #1430); thence S 2*42'10" W 471.39' to a found 112" rebar;
thence S 88°00'07" W 50.20` thence S 2*42'10" W 182.04' to a set 1/2" rebar with
surveyor's id cap (Its #1430) set on the current North Right of Way line of Asher
Avenue (State Highway #5)'; thence along said Right-of-way line as follows:
S 89°08'01" W 28.29' to a set 1/2" rebar with surveyor's id cap (ris #1430);
S 87°57'44" W 138.32' to a set 1/2" rebar with surveyor's id cap (ris #1430); thence
leaving said Right-of-way line N 5°43'31" E 247.5l' to a found 1" pipe; thence
N 1 °49'47" E 750' to a set 1/2" rebar with surveyor's id cap (ris #1430), said point
being on the North line of the NE1/4 NW114 Section 23, T-1-N, R-13-W, Pulaski
County, Arkansas; thence S 88°24'45" E along said North line 16.7' to the Point
of Beginning. Containing 3.06 Acres, more or less. Subject to a Right-of-way
for Asher Avenue (State Highway #5) along the South line, an ingress/egress
easement for a cell tower along the West line and any easements that may be
of record or physically in place.
This legal description describes the same property as described in title commitment
number2249739
Boundary Description (TRACT A)
Part of the NE1/4 NW1/4 Section 23, T-1-N, R-13-W, Pulaski County, Arkansas,
being more particularly described as: Commencing at the NW Comer NE1/4 NW1/4
thence S 88°24'25"E 756.4l' to a set 1/2" rebar with surveyor's id cap (ris #1430);
thence S 1 °49'47" W 330' to a set 1/2" rebar with surveyor's id cap (ris #1430); thence
S 88°16'44" E 192.79' to a set 1/2" rebar with surveyor's id cap (ris #1430); thence
S 2'42'10" W 302-06' to a set 1/2" rebar with surveyor's id cap (ris #1430), said point
being the Point of Beginning; thence continuing S 2°42'10" W 169.33' to a found 1/2"
rebar; thence S 88°00'07" W 50.20'; thence S 2°42'10" W 182.04' to a set 112" rebar
with surveyor's id cap (ris #1430) set on the current North right of way line of Asher
avenue (State Highway #5); thence along said right of way line as follows; S 89°08'01" W
28.29' to a set 1/2" rebar with surveyor's id cap (ris #1430); S 87°57'44" W 138.32' to
a set 1/2" rebar with surveyor's id cap (ris #1430); thence leaving said right of way line
N 5°43'31" E 247.5l' to a found 1" pipe; thence N 1 °49'47" E 121.54' to a set 1/2" rebar
with surveyor's id cap (ris #1430); thence S 87°17'40" E 204.91' to the point of beginning.
Containing 1.51 acres, more or less. Subject to a right of way for Asher avenue (State
Highway #5) along the South line and any easements that may be of record of physically
in place.
that has been proposed by the Arkansas Highway & Transportation
c\c�
I y. Pp°
Boundary Description (TRACT B)
Department as shown on Job # 6965
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__ __ - - - - - - - - -
- - - - - -
---Part of the NWy Section ,Pulaski County, Arkansas,
14. The back portion of this property is zoned "R-2"
I
N 8701740" W 204.91
1
parts d as: Coo encing
I being more particularly described as: Commencing at the NW Comer NE1/4 NW1/4
15. A "re -plat" will be required for this property.
S 87617'40" E 204.91
thence S 88°24'25"E 756.4l' to a set 1/2" rebar with surveyor's id cap (ris #1430),
0�
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I lines shown on this
"
I said point being the Point of Beginning; thence S 1 °49'47" W 330' to a set 1/2" rebar
note: setback
with surveyor's id cap (Its #1430); thence S 88°16'44" E 192.79' to a set 1/2" rebar
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drawing are subject to change
tract divisions.
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with surveyor's id cap (ris #1430); thence S 2°42'10" W 302.06' to a set 1/2" rebar
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with the new
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I with surveyor's id cap (ris #1430); thence N 87°17'40" W 204.9l' to a set 1/2" rebar with
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I surveyor's id cap (Its #1430); thence N 1 °49'47" E 628.46' to a set 1/2" rebar with
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Address of property:
8510 Asher Avenue
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I surveyors id rap (ris #1430), said point being on the North line of the NE1/4 NW1/4
eOPOy�
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Little Rock, Arkansas 72204
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I Section 23, T-1-N, R-13-W, Pulaski County, Arkansas; thence S 88°24'45" E along
Tax parcel#: 4411480004800
said North line 16.7' to the Point of Beginning. Containing 1.55 acres, more or less.
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Subject to a right of way for an ingress/egress easement for a cell tower along
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the West line and any easements that may be of record or physically in place.
P=p
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note: setback lines shown on this
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fillS 87018'00" W a wth the new tract divisions.
�"*'�x-------1 _-- roxim�te z�nin�bounda�----
104.59' I7 C.3
found 1/2" pipe I - - 25' tut_ lolled "pcd")
_..----- (tom --------------I C•9
\� S 88°0007 W 50.20',� bat `cod j webbed wire fear edga --- found 1/2" rebar
0.2'±over fin r METAL
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AND Sy I 9.8'± PORCH N I I p rn
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reposed Right-of-way I ¢ I G c N o r� 130
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I (information obtained I \C I W v J rn m N 0
from the Arkansas Highway 25. lr� o " Y I N� I U iri t/)'L in (6 m W U'
S89 0801 W �5e, j �U)U) wwwi } >
& Transportation Department) \ 28 29 - 1 e I IX� Z Z 0[ Er Z W y (`
MAIL IN P.POLE \r 25' i x �No I ti P I I W O O O 0000
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TBM 323.3' I+
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proposed Right of way line ��a^3 S $]°5]'¢¢" W 138.32' """"` S � - J W Q ¢ a a ¢ � LL
N \rs--b5f3-01 "
---------_-_-
314This area under construe dw ----_1
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�%LIIRB INLET (nrM=318.6) UNDER - /6 �Ilne lK Ge asrJaneO) r'1
tv cable line also b xmrn coNsrnucno 15=RCP_ We hone ti - - - - _- - - // v, Z
o teleph ne line old dw _ rr�� o 0 0 0 0 0 0 a w� Z
N 87°5718 E-- o o o 0 0 0 0 o a tt7eFIR SE D CURB LINE�5" RCP B8 Q
-- 49.91' B9 B8 �15"RCP o sani�sSeewerrneo " o o , o o . o o�® f1s 6 • 0
Sanitary Sewer Manhole W �n o _2(kHr- F
rim elev = 322.7 �� SSMH THIS AREA IS UNDERCONSTRUCTIONwo«, •°rr � U 1 O
Sanitary Sewer Manhole Q
flowline elev = 31&72 - 3r - - rim elev = 317.8 Z 0
_ Arkansas State Hi�waY #5 -
_ ci flowline elev = 311.94 Z
6" water line (to be abandoned) - - (Asher Ave.) (R/W Varies) e tt�„3'"""",�,, 0 W
asphalt pavement �� S T
\ GI ER -,
Note: „ L�� •0
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this is a public highway J
Gas line was not located by above ground evidence.
Gas line does exist along Asher Avenue and it is approx location w"«< wm<, W
an intermediate line (psi varies from 20lbs to 60lbs) w°,<• wa<
We., 12- Ovate line (approx 85 Psi) approx location of new fire hydrant
per
per Robert Freeman (Central Arkansas
Water @ 501-992-2443)
wa
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40' 0' 40' 80'
STATE OF
ARKANSAS ".
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SCALE: 1" = 40'
Basis of Bearings: North line of the adjoining tract along the West line of this
drawing made S 87°18'00" W as shown on Arkansas Highway & Transportation
CeDartment Job #6965
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