HomeMy WebLinkAboutS-1320 Map 3REVISIONS
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S89'5'24"E 825.8'
NNON I
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62
D&TVG STRUCTURES
EXISTING TREE LINE ro BE REMOVED-'^
BUFFER TO REMAIN W.
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SEE NOTE 2
LUFKIN INDUSTRIES
•'wallow
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I VEST 27B5'
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NEW 5'xs ME* 1 'x o' / ' — // moo
/ — —CONIC. PAD ZI CONIC �+ I (\gyp ' S��/i /d // EXISTING SIGN"4'x8'
I 21in �j1 11 NEW i8'x2O' 'jam/ S /
CONC. PAD N 5'x`j�' + / HEIGHT 11 -5
jlj�/ 313.5 3120 CVC. PAU 1%\\
f 41 \ I / I I CREATE RETENTION ,O
M N� EXIST. BLOCK 3,z AREA ELEv. 307.0/-
I n ' Z PLANT �/c ( I RETENTION VOLUME
z v a. 312.50 \ vl �' c0 1 I 39,000 CU FT t i �\yF G/
_ O /.
I If , / ' Y i ' CONC. PAD ,� ZS
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DwT BE RFAI ES ��/ y3 2
m : DW" \ ^ '
PROPOSED I
i ; G SEALED L�J / / NEW ADDITION ;
' a 312.3a
�^ JJ / I
/ DRESSEXISTEXIST.I (...-........ 104•-B" "
NES'x5'
2
POINT "B
DOST
PUMP EXIS
OAS
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mill
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��� '-���Li'�='_,_,C� �l/ ♦.���� ♦♦♦BOG♦ a
C�RePE
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76.98'
YP '
1,001
o �Ft
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SQUARE FOOTAGE FOR: /
PROPOSED NEW ADDITION & EXTERIOR CONC.
PROPOSED NEW ADDITION
18,980
SF
STORAGE BINS
5715
SF
CONCRETE APRONS
4589
SF
TOTAL
29,284
SF
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PP( 1 / EXISTING CONA PART OF THE NW 1/4 OF THE SW 1/4 SECTION 2, T-1-S, R-13-W
TOURS — _ _
PULASKI COUNTY, ARKANSAS. MORE PARTICULARLY DESCRIBED
FINISHED CONTOURS — — — 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
I / / FOR 76.98'; THENCE EAST 27.85' TO THE EAST LINE OF SAID
NW 1/4 SW 1/4; THENCE SOO17'45"E AND ALONG SAID EAST LINE
I yoi / FOR 29.26' TO A POINT ON THE NORTHERLY RIGHT-OF-WAY
SILT FENCE 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;
I / _ THENCE N01'31'37"E AND ALONG THE SAID WEST LINE FOR 909.26' TO
/�i 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
,'• r• ., ANCHORED STRAW SECTION 2, T-1-S, R-13-W, PULASKI COUNTY ARKANSAS MORE
/ BALE BARRIER PARTICULARLY DESCRIBED AS FOLLOWS:
T
/
DUMPSTER ENCLOSURE
/ CONCRETE WITH 8' HIGH CONCRETE
c PAD BLOCK WALLS THREE SIDES
DUMPSTER ENCLOSER DETAIL
N.T.S.
FROM THE NW COR. OF THE SAID NW 1/4 OF THE SW 1/4 OF
STRAW BALE BARRIER O POINT "A" & "B" SECTION 2, RUNNING EAST AND ALONG THE NORTH LINE OF
FOR COMPUTATIONS &DETAILS SEE DRAINAGE STUDY 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.
EXISTING
LITTLE ROCK PLANNING COMMISSION
APPROVED, SUBJECT TO THE CONDITIONS
AS NOTED IN THE PLANNING C MMIS ION
MINUTE R R D ED�.
BY: ♦ a, v—
DATE.
3 �c3
NOTES:
1. ALL CRAPE MYRTLE'S TO HAVE THREE
CANES OF ONE INCH CALIPER EACH.
2. 6' HIGH CHAIN LINK FENCE LOCATED WITHIN
PROPERTY LINE AT ALL THREE SIDES OF SITE
I
II
I RIGHT-OF-WAYS THIS DEDICATED
I TO CITY BY WARRANTY DEED
MINUIM OF 30. OFF CENTER LINE
OF EXISTING STREET
I
i
NF)Y'8' THICK 3500 PSI CONCRETE
ENTRANCE REINFORCED W/
1 6x6x6x6 WIRE MATS
1-d
ENLARGED ENTRANCE PLAN
1"=30'
6" CONC. 3 _
RUBBLE 1 =I
A SLOPE O RETENTION AREA
B SLOPE O RETENTION AREA
6" CONC.
RUBBLE �2
G M N E R L LAYOUT o t7 U E ET I I 2*-Om BOTTOM
MINIMUM O
1" = 60' F DITCH
1nL . DITCH DETAIL
AREA "A" = 19.28 ACRES AREA "C" = 8.95 ACRES
AREA "B" = 8.60 ACRES ( SEE DRAINAGE STUDY )
VICINITY DRAINAGE MAP MABELVALE, ARKANSAS
Q7/18/0,
A2 8/7/01
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NON
SEAL OF APPROVAL
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DRA:VN BY:
CHECKED
BY:
SCALE: 1" = 60'
UNLESS NOTED
STATUS:
OO.O.O.00N)
DATE:
6/6/01
SHEET NO.
DWG. FILE
USASTfE