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CERTTFICATE OF PRELIMINARY SURVEYING ACCURACY
I, SAMUEL L. DAVIS, hereby certify that this plat correctly represents a boundary survey
made by me and all monuments shown hereon actually exist and their location, size, type
and material are correctly shown.
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20 87.�ill'iiK.�f
Date of Execution SAMUEL L. DAVIS
Registered Land Surveyor
No. 46, Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, SAMUEL L. DAVIS, hereby certify that this plat correctly represents a plat made by me,
and that engineering requirements of the Little Rock Subdivision Rules and Regulations have
been complied with.
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I -Z-0 s
Date of Execution SAMUFL I. DAVIS
Registered Engineer., No. 2040, Ark.
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
Date
Date of Execution 1- R. Planning Commission
GRAHAM BLUE PRINT
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-- NOO°25'//19V-- 750.�' -- -- - LlDC'25'//"� �84.2/'
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N 0 T E S
1. Lots are proposed for Commercial - Industrial Development.
2. Property is zoned "1-2".
3. Owners -Subdividers:
Noel & Dianne Gattis
Terry R. & Carolyn S. .Jones
10800 W. Baseline Road
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Little Rock, Ark.
LEGAL ti-SSRIPTION
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4. Source of Title: Instrument No. 86-38955
Part of the W V t, Section 8, T-1-S, R-13-W, Pulaski
County, Arkansas, described as:
is available from L. R. Municipal
5. Water Supply will be by private wells until water
Commencing at the S*W. Cbrner of said Section 8; thence
N 000 25' 11"W along the West line of
Water Works.
SecLion 8, 384.21' to the Point of Beginning;
6. Sanitary Sewage Disposal will be. by connection to L. R. Wastewater Utility line as
Thri'.je contira),eN W 25' I1"W along said West line of Section
8, 750.0' to the Southerly
shown hereon.
RA. `�i.ne of InteroUte Highway #30, thence along said Southerly R/W N'630 53' 12"E
389.03,;
then: continue alvg said Southerly R/W N 680 11' 40"E
310.22'; thence S 02' 53'
52"E
7. Contour Interval is two feet.
400.c!; thence S 3k 51' 31'W (described S 38' 50' 49"W)
144.91'; thence S 39' 1.8'W
(described
S 3V 50' 49"W) 316.28'; thence S 52' 3.3' 35'W 456.95'
to the Point of Beginning;
8. This property lies within the 100 year Flood Plain as determined by the U. S. Corps of
Engineers. Flood Elevations and minimum Floor Elevations are as shc*n on the plat.
Containing 9.33 acres, more car less.
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