HomeMy WebLinkAboutZ-6392 Map 1LUFKIN INDUSTRIES
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89'5 ' 4" � 5.8' 76.98
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161
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�J 7 `,� r-� l\f�f}� — - EAST 161.7' N83
i 4I, __EXISTING STRUCTURE \ / �..-/ \ o, �. — • 'pSF-� ��•y -
III,„ U TO BE REMOVED
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POWERLINE
62 4Y 50'
EXISTING STRUCTURE
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_ EXISTING TREE LINE 5 10 BE REMOVED , I' Z
" BUFFER TO REMAIN ' '�'� i 0
I N a J Y EXISTING TREE LINE _ SPOIL // ,
I z1 , / N �! BUFFER TO REMAIN , i
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�. 0 UiJ GRAVELED AREA /
I 310 EXISTING STRUCTURE TOP OF
I% 'ti 70 BE REMOVED _312— __ RETENTION AREA fLFO�G/ /
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CONIIle
EW C. PAD NEW 16 x 0' \ �I,o �pg/ �J. % / o
CONC. '
I , NEW 16'x20'NEW > "
o / CONC. PAD CONIC. P �� �5�0 /
CREATE RETENTION
N o EXI BLOCK — AREA ELEV. 307.0
�z LANT —312 I I
Lj ' RETENTION VOLUME 11 // i / ' /
0 i 3:.W a o 39,000 CU FT
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- _NEW 5'x5\ 00'
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CONC. PAD - v)EXISTNG 5T1UCTU p To BREu� o / / q5 76.98'
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J W PROPOSED POINT 'B40
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GRAVELED I
c� ___-- / / NEW ADDITION
aAREA I / / � / moo. 'so
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�-! DITCH / / '/ 104,-B.
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co Io r NEW 5'x5'lsoe
N CONC. PAD 308. '. c o ////
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PUMP�ss�\ / / / PG'
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Wv0 = PP
m N SQUARE FOOTAGE FOR:
PROPOSED NEW ADDITION & EXTERIOR CONC.
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�i t1 PROPOSED NEW ADDITION 18,980 SF
I W I/ / % / 0 / / / /// 001' y"S
STORAGE BINS 5715 SF
CONCRETE APRON 4589 SF
- // TOTAL 29,284 SF
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EAST 27.85'
5"E
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STRAW BALE BARRIER O POINT "A" & 'B"
FOR COMPUTATIONS & DETAILS SEE DRAINAGE STUDY
:D STRAW
2RIER
LEGAL DESCRIPTION
A PART OF THE NW 1/4 OF THE SW 1/4 SECTION 2, T -1-S, R -13-W
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BEGINNING AT THE NW COR. OF THE SAID NW 1/4 OF THE SW 1/4
SECTION 2; THENCE EAST ALONG THE NORTH LINE OF THE SAID
NW 1/4, SW 1/4 FOR 824.09'; THENCE SOUTH 41.14'; THENCE EAST
161.71'; THENCE N83'15'45'E FOR 258.16'; THENCE N56'08'33"E
FOR 76.98'; THENCE EAST 27.85' TO THE EAST LINE OF SAID
NW 1/4 SW 1/4; THENCE S00'17'45"E AND ALONG SAID EAST LINE
FOR 29.26' TO A POINT ON THE NORTHERLY RIGHT-OF-WAY
LINE; THENCE S56'08'33"W ALONG SAID NORTHERLY RIGHT-OF-WAY
LINE FOR 1635.93' TO THE WEST LINE OF THE NW 1/4 OF THE SW 1/4;
THENCE N01'31'37"E AND ALONG THE SAID WEST LINE FOR 909.26' TO
THE POINT OF BEGINNING CONTAINING 13.60 ACRES MORE OR LESS.
LESS AND EXCEPT A PART OF THE NW 1/4 OF THE SW 1/4 OF
SECTION 2, T -1-S, R -13-W, PULASKI COUNTY ARKANSAS MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
FROM THE NW COR. OF THE SAID NW 1/4 OF THE SW 1/4 OF
SECTION 2, RUNNING EAST AND ALONG THE NORTH LINE OF
THE SAID NW 1/4 SW 1/4 FOR 768.39' TO THE POINT OF
BEGINNING; THENCE CONTINUE EAST AND ALONG SAID NORTH
LINE OF THE NW 1/4 SW 1/4 FOR 55.7'; THENCE SOUTH
FOR 41.14'; THENCE WEST AND PARALLEL TO THE SAID NORTH
LINE OF THE NW 1/4 SW 1/4 FOR 55.7'; THENCE NORTH FOR
41.14' TO THE POINT OF BEGINNING, CONTAINING 0.05 ACRES
MORE OR LESS.
GENERAL LAYOUT SHEET
'i 11 = 60
EXISTING
RrV
6" THICK 3500 PSI CONCRETE
ENTRANCE REINFORCED W/
6x6x6x6 WIRE MATS
ENLARGED ENTRANCE PLAN
1 ' = 3C
6• CONC. 3
RUBBLE 1
A SLOPE O RETENTION AREA
F1
1 _ 6" CONC.
RUBBLE
B SLOPE O RETENTION AREA
6' CONC.
RUBBLE 2
—1
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2'-0• BOTTOM
OF DITCH
TYP. DITCH DETAIL
REVISIONS
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SEAL Of Ar'PROVAL
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29.3 �-
30
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CHECKED BY:
SCALE: 1" = 60'
UNLESS NOTED
STATUS:
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to
DATE: SHEET NO.
to 0' •o;' .� , . o / 6/6/01
/
'• ha /a. i • : DWG. FILE
VICINITY MAP MABELVALE, ARKANSAS USASITE
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CHECKED BY:
SCALE: 1" = 60'
UNLESS NOTED
STATUS:
•• ' •'. '
to
DATE: SHEET NO.
to 0' •o;' .� , . o / 6/6/01
/
'• ha /a. i • : DWG. FILE
VICINITY MAP MABELVALE, ARKANSAS USASITE