HomeMy WebLinkAboutS-0025-C Map 3A 31176E
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PRELIMINARY DRAINAGE ANALYSIS
Ru 2 (0.55) (T.2) =3.96 R d = (0.6)(8.5) = 5.1
Area = 9.8 ac. R = (5.1 - 3.96) = I. 14
Simplified Volumn Reqd 1.14 (9.8) (5.0) (60 )= 3350
Volumn Provided = 4050 ft.3
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SW CORNER, SW 1/4, SE 1/4
VVVVV SECTION 29, T 2 N, R 13 W
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659.78'
PLEASANT VALLEY ESTATES
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REA N0.1
1 AREA--
t660 FT. AVG DEPTH
VOLUMN = 2400 FT3
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2-4o"X30°C.IAPA.I-
\ GOLF COURSE
S89°57'16'IE 330.6'
46`X36" CMPA.
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VICINITY MAP
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GRAPHIC SCALE IN FEET
PLEASANT VALLEY ADDITION
71h INSTALLMENT
-DETENTION AREA NO.3
AREA = 1200 FT 2
AVG. DEPTH = L0 FT.
VOLUMN= 1200 FT.3
DETENTION AREA NO. 2
AREA = 900 FT 2
AVG. DEPTH = 0.5 FT
VOLUMN = 450 FT3
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N89059'48"W 1316.46'
A —
A DEVELOPMENT OF N.W. PROPERTIES INC.
CERTIFICATE OF OWNER'
We, the undersigned, owners of the real estate shown
and described herein do hereby certify that we have
laid off, platted and subdivided and do hereby lay
off, plat and subdivide said real estate in accordance
with the within plat.
Date of Execution
Source of Title: D.R. Page_
PRELIMINARY ENGINEERING CERTIFICATE
I, Edward G. Smith, hereby certify that this proposed
preliminary plat correctly represents a survey completed
by me, or under my supervision on
19 ; that the boundary lines shown hereon correspon
F-t wita description in the deeds cited in the above
Source of Title; and that all* monuments which were found
or placed on the property are correctly described and
located.
too xecution Edward G. Smith
Registered Professional
Engineer No. 485 , Arkansas
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 provisions of
said Rules and Regulations.
This Certificate shall expire
ate o xecution anning mimstrator
Little Rock Planning Commission
LECAL DESCRIPTION:
Part of the SEA:, Section 29, T-2-N, R-13-W, Little Rock, Pulaski County,
Arkansas more particularly described as follows: Commencing at the SE
corner of said SEz, run thence N. 89° 59' 48" W. along the South line
thereof,1316.46' to a point, said point also being in the centerline
of Hinson Road; thence N. 01" 10' 10" W. 40.0' to the point of beginning,
said point also being on the North right-of-way line of Hinson Road; thence
N. 89° 59' 48" W. along said North right-of-way line; 331.74'; thence
N. 01° 18' 33" W. 1293.35'; thence S. 89" 57' 16" E. 330.6'; thence S. 01'
29' 54" E. 768.48'; thence S. 01" 10, 10" E. 524.66' to the point of
beginning containing, 9.83 acres more or less.
SE CORNER, SEI/4 �j
SECTION 29, T-2 N,R13 W
y
EDWARD GERALD SMITH
REGISTERED
LAND SURVEYOR
STATE O%
A R K A N S A 3
(tON�TUR(
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PRELIMINARY PLAT
YINSON PLACE
PART OF THE SE I/4 , SECTION 29
EDWARD G. SMITH & ASSOCIATES T 2 N, R- 13'W, LITTLE ROCK,
CONSULTING ENGINEER PULASKI COUNTY, ARKANSAS
401 VICTORY LITTLE ROCK, A.RKANSAS 72201
Revised:
Date: 10 / I 1 / 85
Hor. Ver
Scale I"= 100
Sheet I of I