HomeMy WebLinkAboutZ-8170 Map 3I
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-� --- FLOODVPAY AS SCALED FROM �\
100 0 100 300
Scale 1 " _= 100 ft
-LAKE MAUMELLE
AL07ION GOLF
F�ts�µ'K Ro HOOD ROAD
PLEASANT GROVE
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VICINITY MAP
n. t.5.
(Floodwa Map Community Panel \ LEGAL DESCRIPTION
_ _ - - - 05017 0235 Dated August 5, 1991
POND _ _ � # g ) �w, � APART OF THE SW1/4 OF SECTION 6, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS,
MORE \ COMMENCING AT �ERLY DSOUTESCRIBED AO
HEASTCORONEROF THE SW1/4 OF SECTION 6, T-2-N, R-14-W,
AgB' A POINT WHICH LAYS N00'02'49"W, 20.00 FT. FROM A FOUND '/z" REBAR W PLEASANT
d GROVE ROAD; THENCE S89'58'51 "--, 587.26 FT. TO THE POINT OF BEGINNING, A FOUND
`" I( T n I \ \ �" REBAR WHICH LAYS 0.16 FT, NORTH OF THE SOUTH LINE OF THE SW1/4; THENCE
\ J A=11.49 Ac N89'48'26"W, 551.86 FT. TO A SET '�" REBAR ON THE NORTH RIGHT-OF-WAY LINE OF
Min F.F.-310.0 `�\ ��'0 \ 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
,A" REBAR; THENCE LEAVING THE NORTH RIGHT-OF-WAY OF HIGHWAY 10 N14'29'33"E,
POND / \ 308.90 FT. TO A FOUND 3�" REBAR; THENCE N82'44'40"W, 116.57 FT. TO A FOUND '/h"
REBAR; THENCE N17'41'13"E, 1273.20 FT. TO A POINT IN THE CENTERLINE OF NOWLIN
CREEK, PASSING AT 1247.69 FT. A SET ',h' REBAR ON THE SOUTH BANK OF NOWLIN
\— CREEK; THENCE ALONG THE CENTERLINE OF NOWLIN CREEK AS MAPPED IN JUNE, 1997
THE FOLLOWING � // 6 COURSES AND DISTANCES: N88'5444"E, 131.37 FT. TO A POINT; THENCE
—zr -- -- -- - - Lot T - \ �h 6' S4T18'04 E, 826.89 Fr. TOOAAPPOINT TATETHE NCE INTERSECTION 10F THE CEN29.34 Fr. TERLINE
SO TWO THENCE
�9• A=10.92 Ac BRANCHES
`• '� Min. F.F.-308.0 \ � � \ � -- - - --S OF NOWLIN CREEK, SAID POINT -BEING ATTHENORTHWEST CORNER OF THE
POND 1p RECORD TRACT 1; THENCE CONTINUING ALONG, THE CENTERLINE OF NOWLIN CREEK
\ i pP�/ `•, ,>, -...., - S46'51'51"E, 22.07 FT. TO A POINT; THENCE S19'22'27"E, 142.19 FT. TO A POINT; THENCE
S39'00'31 "E, 326.55 FT TO A POINT; THENCE S51'49'57"E, 180.46 FT, TO A POINT; THENCE
/ p S45'25'42"E, 181.09 FT. TO A POINT; THENCE S53'59'36"E, 66.65 FT. TO A POINT ON THE
i I Lot 2 �ti�O \ EAST LINE OF THE SW1/4 OF SECTION 6; THENCE LEAVING THE CENTERLINE OF NOWLIN
A=3.02 Ac h W CREEK SOO 02 52 E, 296.47 FT. ALONG THE EAST LINE OF THE SW1 /4, PASSING AT 38.7
POND Min. F.F.-310.0 FT. 4 SET �" REBAR ON THE SOUTH BANK OF NOWLIN CREEK, TO A FOUND T" REBAR;
THENCE LEAVING THE EAST LINE OF THE SW1/4 N78'01'19"W, 540.54 FT. TO A FOUND 16"
- REBAR; THENCE S05'00'00"W, 665.93 FT. TO THE POINT OF BEGINNING, ENCLOSING AN
a 411 �\ / - AREA OF 37.562 ACRES, MORE OR LESS.
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
Lot 5
A=4.01 Ac y> I, Paul M. White, hereby certify that CERTIFICATE OF PR NARY PLAT APPROVAL
i this plat correctly represents a bound-
/� �� Nancy D. Gunn i ar surveymade of verified b me that all
\ ,\ 0 Min. F.F.-308.0 Y All re I re Rut of e ti
o I POND \ -- Y gtla oRock
...,,.., Surveying requirments of the State of requirements _ "' Subdivision Rules n u n
ArRa sas and City of Little Rock Sub- tST$ n y relative to the pre on and
\� \ Lot �— I - ° Qp • t}'$i Rules and Regulations have been
/ _ 4 �{, submittal of a pre having
ICY z_A=3.01 Ac ` _/ ° 1TATE0?-" c'd with and a copy of said la t �tt t
Min F.F.-310.0 -- -- + or�dary; has been duly filed for record
L� been fulfilled, t ro f this plat
2� _� ARKANSAS ckficess of the State Survey or and is hereby granted, s at to further
- rovision of said Ru and Re
100-YEAR FL001? ?yAl# AS SCALED FROM ��-� F NO. Putslti County Circuit Clerk on P Regulations
---__ / This certificate shall ire.
a o --_ (Firm Community Panel 050179-023 C
Y # \— p e 20t� Plat Book _Page
6` 1
J; a % '-fisted-July 16, 1996�
Execution Paul M. White, Registered Land Date of Execution Planning Administrator
roo, y 1 I-F'•'' Surveryor No. 1281, Arkansas
General Notes: OWNER OR DEVELOPER
coo
_7 / / CERTIFICATE OF PRELIMINARY
-3. / - t s X T t
�SQ22 8�a Lot V V 0 LPG Investment, ��� �N `" ENGINEERING ACCURACY
\ f
R\` / A- 76 Ac / t �Afe Date of Execution Name
i 4, T' n y E. Caters, hereby certify
40A E. Kiehl Ave. s ma h
' 'Wo• % Sherwood, AR 72020 + ..that thi
rp e<c N r �EC�STEPcE®mcAeplby me, and }that engineering
--
2. Source of Title: 2004-004586
mints of the Lit.le Rack Address
" 4p 3. Linear feet of Internal Streets: 915 Lf �K�Ff3S1AgjArL
DEVELOPER SHALL DEDICATE ° J Sofia 45' BLDG LINE bdivision Rules and Regulations have
ROW PER MSP AND CONSTRUCT \ \ ✓� IOy. e�FeR �� 4. Applicable existing Covenants: None ENG NEE#ve begn compiled with9 Source of Tile D.R. Page
1/2 OF STREET IMPROVEMENT �1\":: \ 5. Firm Community Panel #050179-0235E'l� (.}p �j033 ��i� Instrument No.
6. Number of Lots - 6 Lots %)yi�i LITTLE ROCK PLANNING COMMF ^:n'l
-- _ G-- 7. P.A.G.LS. Contour Interval is 4 ft. '�sr„e of Execution Timothy E. Caters APPRf1V
e W Registered Professional AS N01�;,: UBJECT PLA0.of Ga ,ri G J
_ _ 8. Source of Water: CA _
0. Source of Sewer: Septic Tanks EL
Engineer No. 5033, Arkansas MINUTE CORDDATED�
ASANT GROVE ROAD — — — p d tool
10. Existing and Proposed Covenants & Restrictions: None
BY:
DEVELOPER SHALL DEDICATE -.-
'fl0 \ \� ROW PER MSP AND CONSTRUCT \ 11. All Lot Dimensions are Chord Lengths. DA
1/2 OF STREET IMPROVEMENT - �_- 2. Jariaoces: Width to Depth Ratio on a Platted Lot J '
\ Maximum Length of a Commercial Cul-de-Sac
\, \ Vannace for Storm water Detention
\ Lila Somers Adkisson Trust.
PLANNED COMMERCIAL DEVELOPMENT
�
Revised 2-14-07
Date 1-22-07
\ \ \ El WHITE-DATERS & ASSOCIATES, INC.
THE PINNACLES AT MAUMELLE
Hor.
Vert.
f# \ \ CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
' -
\ A
®24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223
Scale
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\
Sheet of
Survey By: Drawn By: Checked By: Approved By:
\� LISLE ROCK, ARKANSAS Soh No.