HomeMy WebLinkAboutZ-9375 Map 2SUeSI (FACE IMMOV VfM DISoAlMEA:The 'lowtion of utilities and drainage improvements shown
on tins plat or daaM Is Ilmited to VISIBLE ABOVE GROUND UTILITIES AND DRAINAGE IMPROVINIFNIS
O1✓LP Theeyoq will when available, loose paint mark re x when, Arkansas One (till marks the lo,,.6w
of utilitiesand anti draiage.The surveyor is not resporsmk mane aoomry of arty bcation marking made
by Arkansas One Ug or others. When possible, the surveyor may ware record aria maps ar emrd
droving 'd readily avzVable from municipalities and/or utility companies. AM underground utilities and
drainage Improvements that are shown on this survey have been plotted and noted based on one or a
mmbfnation of the following: a.) visible evidence, b.) paim marks and c.) record maps and lowing.
When uWVM rewrd maps and dowings, the srecayorwMl gaphk:aOV dapper wdergrowd utilitiesant
damage by. masowble effortof soling ant further verfiotion. Excavations arc
not m the snipe of the svrveyols work, therefore np asme stions were made W lathe or confion arty
subsudece conditiom or improvements. The Surveyor makes no guarantee, either expressed or implied
that arty utde powd im nowmants, either in service or abandoned, whether private or pubkdy
owned, are fury shown, nor does he male arty guarantee as to Meir bat®n, acoocy, eAwk sties,
types, depths, condition or capacity.
CIMH
RIM=NO TOP
INV.=100% SILTED
WV�
NORTH 02"09'51" EAST —�
MABELVALE CIRCLE
/ WVH
SOUTH 87°59'03" EAST 144.73' WV
It $27"
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PROPOSED
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SECTION
35
T-1—N,
R-13—W,
PULASKI[
COUNTY, ARKANSAS
EDGE OF GRAVEL
(PHASE I IBM OF
GRAMM SORFACING)
5.469 ACRES±
GRAVEL
EDGE OF GRAVEL
6' CHMNUNK FENCE
w/coNcEHnINA wn3E
-BREEZEWAY CONC. I -
6" BOLLARD (TYP.) APRON
100, 1 I
ONE SMRY PETAL
EQUIPMENT SHOP
100'
DUMPSfER It
PAD R/ENCLOSI
GRAVEL
ONE STORY
[ETAL OFFICE
CONC.
APRON
BOLLARD IT".) I �.
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WV RIM=270.51'
r' INV.=265.32'
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�l RIM=269.80'
Cl H INV.=265.87'
RI 269.74'
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VICINITY MAP-/N.T.S.
Part of the SW1/4 NW1/4 and part of the NW1/4 SW1/4, all in Section 35, Township 1 North, Range 13 West,
Pulaski County, Arkansas, being more particularly describedas follows: Commencing at the Southwest Comer of
the said NW1/4SWI/4;thence .continue North 02024'42" East, along the West line of said Section 35, a.distance of
794.14 feet to the POINT OF BEGINNING, said point being the Northwest corner of what was formerly platted as
Lot 7, Mabelvale Industrial Park,an addition to the City of Little Rock, Pulaski County, Arkansas; thence continue
North 02"24'42" East along the West line of said Section 35, a distance of 510.80 feet to the Southwest corner of
the said SW 1/4 N W 1/4; thence North 02"09'51" East, along the West line of said Section 35, a distance of 4.81 feet
to the point on the Southerly right-of-way line of Mabelvale Circle, thence along said Southerly right-of-way line
following the arc of 316.14 foot radius curve to the left, having a chord bearing and distance of North 72e16'59"
East 105.29 feet; thence continue along said Southerly right-of-way following the arc of a 353.22 foot radius curve
to the right, having a chord bearing and distance of North 77e2337" East, 178.37 feet; thence continuing along
said Southerly right-of-way North 8759'03" East a distance of 144.73 feet to the Westerly right-of-way line of
Mabelvale Drive; thence South 02e34'36" West along said Westerly right-of-way line, a distance of 59551 feet to
the Northeast corner of the said formerly platted Lot 7, Mabelvale Industrial Park, thence North 88"04'53" West,
along the North line of the formerly platted Lot 7, a distance of 414.13 feet to the POINT OF BEGINNING,
containing 5.469 acres, more orless.
ZONING:
1-2 (per City of Little Rock GIS on 08-03,18)
BUILDING ELEVATIONS:
Proposed building finished floor elevations to be 1.0' or greater above published floodplain elevation.
PROPOSED PARKING TABLE:
$-1—
EQUIPMENT
ACCESS •:. "• .4T$
CATS •�__, �.+ .$ a -'"r
15' BUILDBQG SETBACE LINE
I FH
NORTH 88004'53" WEST 414.13' PROPOSED SANITARY SEIM
PUMP STATION
FOUND 1-1/2 INCH PIPE\
SANITARY SEVER POWE MAIN
TO ffiSTING PUBLIC MANHOLE
(FORM6I.Y PLATTED AS TAT 7 AT MABELVAIE PIKE.
MARELYAL2 INDUSTRIAL. PARE)
SMITH AND GOODSON
PLLC
CIVIL ENGINEERING AND LAND SURVEYING
7509 CANTRELL ROAD, SUITE 227
LITTLE ROCK, ARKANSAS 72207
501-414-8498
6'
EXISTING CURB
As GUTTER
FIRE
MRSTING 4'
SIDEWALK
PROPOSED SITE PLAN
OF A
�•`tiG4`S ���.1
Tv SMITH AND
I GOODSON, PLLC j
t' No.2082�
%� `•SAS st]� �,.�44
'0G` STEjy1'
J Ii
• STATE OF •-
4 ARKANSAS ,
SgLLEN
q� NANO
III1II11111011"
UTILITIES:
Water: Central Arkansas Water (8" existing along west side of Mabelvale Drive and 12"along south side of
Mabelvale Circle).
Sanitary Sewer. Little Rock Water Reclamation Authority
Electricity: Entergy
Natural Gas: Centerpoint Energy
Telephone: AT&T
CAN: Comcast
Note: SanitarySewerwill require a private pump station and force main, and connectto LRWRA manhole at
northwest comer of Mablevale Drive & Mabelvale Pike.
LITTLE n0tK BbA b OF ADJI)SfPIEW
APPROVED, SUBJECT TO 1 HIE CONDITION19
AS NOTED IN THE Lioiik6 Lii' ADJ S'r
MINUTE RECORD DATEU °
BY: ww
DATE: Y L/ 40 20 0
NICK RUFFIN EXCAVATING, INC.
PROPOSED NEW OFFICE AND SHOP
MABELVALE DRIVE
LITTLE ROCK, ARKANSAS
SCALE: 1"= 40'
40 80
2--- - `j 3 / S