HomeMy WebLinkAboutZ-5150-B Map 7Renfro, Robert/Stephanie
2275 Riverfront Lane
Humphrey, AR 70073
20120017A
o PROP COR 0.58' W FENCE COR Rip Rap EAST 497.39'
�'; 10' Easement — - — --- EAST 304:0=
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--� Found Monument
--0 Set No. 4 Rebar
-V, Overhead Power Line
---e Power Pole
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---Na Water Valve
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--- Water Meter
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--fl Gas Meter
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--a Water Meter
— Gas Meter
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10 Fire Hydrant
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Kellner Commercial Sub
APS Investments LLC
10423 Chicot Rd
Little Rock,m AR 72209
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25' Building Line
This area is in zone X and NOT in the 100 year flood zone per Community -Panel
No. 050181011 F map revised October 19, 2001.
BM Top of iron pin SE corner of property Elevation =294.5
SEC 31-283
BUFFER REQUIREMENTS:
SEC 36-522 b (3)
SIDE 6% AVG WIDTH = 0.06 X 304= 18.2' USE 18'
FRONT 6% AVG DEPTH =0.06 X 286.24= 1 T MAX REQUIRED 50'
SCREENING REQUIREMENTS:
SEC 36-523 a
As a component of all land use buffer requirements, opaque
screeening, whether a fence or other device, a minimum of
six (6) feet in height shall be requuired to be placed upon the
property line side of a buffer.
LANDSCAPE NOTES:
1. Street trees at 40' or less.
2. Shrubs at 3'. Two rows apart with 6' spacing may be used.
DRAINAGE NOTES:
1.'Riprap to be placed at all ditch intersections.
2. All disturbed areas to be seeded within 21 days
3. Check dams shall be install at the end of drainage swales. PW -68.
EROSION CONTROL
1. Silt Fence shall be placed around entire perimeter. Use silt fence PNd-E
2. Entrance drive for constuction shall be PW- 64.
3. All areas shall be seeded with 3 weeks of being Disturbed.
4. All seeded areas shall be covered with 2 tons per acre of straw much
FF of buildings to be 0.5' above asphalt
FGVARIES
FG 296.0 — FF ELEV 365
Ganc SIa6 Ionc Slab
� ASPn PaY;
SECTION SHOWING CONCRETE
SLAB AND PAVEMENT
There is 1 acres of clearing on this tract.
Mark Hicks
Mini -Storage Unit Facility
200 Units (20,200.00 Square Feet) i
1 Office (200 Square Feet)
SITE PLAN
PART OF LOT 2 PHASE 2
Y. M. C. A. ADDITION
NOW IN THE CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
5-20-14
Porch
1 15 1
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-yq 200 Units (20,200 square feet total)
— f Office (200 Square feet)
S
Weir
Swale
4'%4'C oo Mon '
_ - .._—_._ _ —.__ __ 4'E4'Conc Man
i0' E ernent-- �s�lf
17' Buffer P
G D°` Rip Rap
Asphalt
Weir
halt a 2908 S. University Ave
a
Little Rock, AR 72204
F = 6. ro \ F date Deed 2011035741
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MABELVALE CUTOFF
Chicot NWA Properties LLC
4801 N. Hills Rvd Ste 1500
North Little Rock, AR 72116
F,.*W Fka 36.5
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LL
IAsphalt
1
San Sewer 10"
FOOTINGS
LAHA ENGINEERS, INC.
6602 Baseline Road Suite E
P. O. Box 190251
Little Rock, Arkansas 72219
501-565-7384
Fax 501-562-5467
e-mail: lahaengrts@sbcglobal.net
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ov er Pole
Existing Fence
to be Removed
Sanitary Sewer Service
I
New Power line
Power Pole
��OpOSTAte_ GF�a
ARK N'SAs c
REGISTERED
PROFESSIONAL
ENGINEER
No.1735
VICINITY MAP
NO SCALE
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GAST"�.�iii
STATE OF O /
ARKANSAS
' NO. 284
�;. SIGNATURE
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Top of Levee Elev 294
-------------------- - - - - -- - -
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Elev 290
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8'
3:1 Slopes 30' 1
81
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--_ 3:1 Slopes
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Top _ ----of water Elev 292
L-- - - - - - - - - - - ----------- - - - - --
Top of Levee Elev 294
Top Levee
Natural Ground
D
i
Slope 1 Slope
Bottom
SECTION A - A
Natural Ground Flow
Bottom 29
Bottom 290. i2
SECTION B - B
1Tow
FLM9
POND
HICKS 2
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NOTES'.
I All expose] comers la have 214' °bemfe.
Elev 134
s. �.
6i 4' Roved post each
comes w N rebar G
II P
II � •II
R6B et0 aw Flow Line 290
SECTION
OUTLETSTRUCTURE
24" FES
B
Natural Ground
Natural Ground
AllmdrevcSI)ef�
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It�.cess
PRINTED 7-16-14
PRINTED 4-20-14
PRINTED 4-11-14
PRINTED 4-4-14
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SEP 0 3 2014
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ITEPLAN 3