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FLOODWAY AS SCALED FROM
(Floodwa Map Community Panel
#05017 0235 Dated August 5, 1991)
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\ \ i o;_ 100-YEAR FLOOD P1 AIN AS SCALED FROM
a' (Firm Community Panel #050179-023
Dated. July 16, 1996)
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Scale 1 " = 100 ft
-LAKE MAUMELE
ALOTION GIXF)
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PLEASANT GROVE
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VICINITY MAP
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LEGAL DESCRIPTION
A PART OF THE SW1/4 OF SECTION 6, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE SW1/4 OF SECTION 6, T-2-N, R-14-W,
A POINT WHICH LAYS N00'02'49"W, 20.00 FT. FROM A FOUND 1h" REBAR IN PLEASANT
GROVE ROAD; THENCE S89'58'51"__, 587.26 FT. TO THE POINT OF BEGINNING, A FOUND
'h" REBAR WHICH LAYS 0.16 FT. NORTH OF THE SOUTH LINE OF THE SW1/4: THENCE
N89'48'26"W, 551.86 FT. TO A SET 1/J" REBAR ON THE NORTH RIGHT-OF-WAY LINE OF
ARKANSAS HIGHWAY 10; THENCE ALONG SAID RIGHT-OF-WAY LINE N65'26'13"W, 123.03 FT.
TO A POINT WHICH IS THE SOUTHWEST CORNER OF THE RECORD TRACT 1; THENCE
CONTINUING N65'26'13"W, 277.00 FT. ALONG THE NORTH RIGHT-OF-WAY LINE TO A FOUND
1h" REBAR; THENCE LEAVING THE NORTH RIGHT-OF-WAY OF HIGHWAY 10 N14'29'33"E,
30E.90 FT. TO A FOUND 11h" REBAR; THENCE N82'44'40"W, 116.57 FT. TO A FOUND 3�"
REEAR; THENCE N17'41'13"E, 1273.20 FT. TO A POINT IN THE CENTERLINE OF NOWLIN
CREEK, PASSING AT 1247.69 FT. A SET %" REBAR ON THE SOUTH BANK OF NOWLIN
CREEK; THENCE ALONG THE CENTERLINE OF NOWLIN CREEK AS MAPPED IN JUNE, 1997
THE FOLLOWING COURSES AND DISTANCES: N88'54'44"E, 131.37 FT. TO A POINT; THENCE
N4627'041, 83.20 FT. TO A POINT; THENCE S88'26'04"E, 129.34 FT. TO A POINT; THENCE
S4718'21"E, 126.89 FT. TO A POINT AT THE INTERSECTION OF THE CENTERLINE SO TWO
BRANCHES OF NOWLIN CREEK, SAID POINT BEING AT THE NORTHWEST CORNER OF THE
RECORD TRACT 1; THENCE CONTINUING ALONG, THE CENTERLINE OF NOWLIN CREEK
S4E'51'51"E, 22.07 FT. TO A POINT; THENCE S19'22'27"E, 142.19 FE TO A POINT; THENCE
S35'00'31"E, 326.55 FT TO A POINT; THENCE S51'49'57"E, 180.46 FT. TO A POINT; THENCE
S45'25'42"E, 181.09 FT. TO A POINT; THENCE S53'59'36"E, 66.65 FT. TO A POINT ON THE
EAST LINE OF THE SW1/4 OF SECTION 6; THENCE LEAVING THE CENTERLINE OF NOWLIN
CREEK S00'02'52"E, 296.47 FT. ALONG THE EAST LINE OF THE SW1/4, PASSING AT 38.7
FT. A SET 11h" REBAR ON THE SOUTH BANK OF NOWLIN CREEK, TO A FOUND %" REBAR;
THENCE LEAVING THE EAST LINE OF THE SW1/4 N78'01'19"W, 540.54 FT. TO A FOUND"
REBAR; THENCE S05'00'00"W, 665.93 FT. TO THE POINT OF BEGINNING, ENCLOSING AN
AREA OF 37.562 ACRES, MORE OR LESS.
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
1, Paul M. White, hereby certify that
this plat correctly represents a bound-
ary survey made of verfied by me that all
.,,surveying requirments of the State of
,•••" A?ftpsos and City of Little Rock Sub-
d4�G1STEPE6'qiBp Rules and Regulations have been
o••"'' plied with and a co of said
STATE OL, copy
• ARKANSAsol7dary., has been duly filed for record
F NO.12S1'n 3Vices; of the State Surveryor and
the Vuftsj i County Circuit Clerk on
20 _0iri Plot Book _Page
SIGNAL
i�r9L LAB .• • ,af Execution Paul M. White, Registered Land
.,� Surveryor No. 1281, Arkansas
- � \ Snap �. General Notes:
O \ e,S FeUfF / / �4 CERTIFICATE OF PRELIMINARY
A eR y Lot 6 1. Owner & Subdivider: ,,.�-
�+ ENGINEERING ACCURACY
Sin ` ��" 9 LRG Investment, LLC 0 ATE os �
A=3.76 Ac r- �,
404 E. Kiehl Ave. AB ANS �; mdthy E. Daters, hereby certify
`
Sherwood, AR 72020 « • w that thi plat correctly represents a � RECI3TEI�C�®
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
All requirements of the Little Rock
Subdivision Rules and Regulations
relative to the preparation and
submittal of a preliminary plat having
been fulfilled, approval of this plat
is hereby granted, subject to further
provision of said Rules and Regulations
This certificate shall expire.
Date of Execution Planning Administrator
OWNER OR DEVELOPER
Date of Execution Name
2. Source of Title: 2004-004586 Address
e (p� - a r,{' ma y me, an a engineering
�a a ��N£ o � 1' R R F � 3 S 1 �yyr�m�nts of the Litae Rock
DEVELOPER SHALL DEDICATE \ \VP' ;.a �\ �— 45' BLDG LINE 3. Linear feet of Internal Streets: 915 Lf BN�i1Ne bdivision Rules and Regulations have Source of Tile D.R. Page
ROW PER MSP AND CONSTRUCT \ \ 10 L�fR , -- _'i 4. Applicable existing covenants: None * # * ve�egn compiled with. Instrumen INbE RnrK PLANNING ^co^n;mfSsrpN
\ 5. Firm Community Panel 050179-0235E APPROVED SUBJECT TO THE CONDITIONS
1 2 OF STREET IMPROVEMENT � �\" _ _ _ _ - _ Y # '�f No.5fl33 � r
/ - r 6. Number of Lots - 6 Lots Tiyy `sal AS N0 ED IN THE PLAN'
I!;;•,G 0 1
` ► \ \ ' — _ E e of Execution TimothyE. Daters MWUT 0^ 2/ 1
al is 4 ft. 'a'�"' - N 5es Arkansas
1LiL{
8. SourceSofCWaterr CAW ry Registred Professional BY.
—�� 9. Source of Sewer: Septic Tanks Engineer o. 3,
Ic UDA tD n
ASANT GROVE ROAD
\ \ DEVELOPER SHALL DEDICATE 10. Existing and Proposed Covenants & Restrictions: None
�Q ROW PER MSP AND CONSTRUCT 11. All Lot Dimensions are Chord Lengths.
1/2 OF STREET IMPROVEMENT_ 12. Variances: Width to Depth Ratio on a Platted Lot
\ Maximum Length of a Commercial Cul-de-Sac
\ \ Lila Somers Adkisson Trust Vorinace for Storm Water Detention
LOT 1 — PROPOSED C-2 ZONING W/ CONVENIENCE STOREo \\\
LOT 2 — PROPOSED C-2 ZONING
LOT 3 — PROPOSED 0-2 ZONING W/ 20% ACCESSORY USES
LOT 4 — PROPOSED 0-2 ZONING W/ 20% ACCESSORY USES
LOT 5 — PROPOSED C-2 ZONING
LOT 6 — PROPOSED C-2 ZONING W/ CONVENIENCE STORE �� \
DAT
PLANNED COMMERCIAL DEVELOPMENT
Revised 2-14-07
13 WHITE-DATERS & ASSOCIATES, INC. Date 1 —22-07
THE PINNACLES AT MAUMELLE
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Scale Hor. I Vert.
24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 1'=100
Sheet of
Survey By: Drawn By: Checked By: Approved By:
LITTLE ROCK, ARKANSAS Job No.