HomeMy WebLinkAboutZ-5150-B Map 8'lull
Renfro, Robert/Stephanie
2275 Riverfront Lane
Humphrey, AR 70073
2012001749
PROP COR 0.58'W FENCE COR Rip Rap a EAST 497.39'
10' Easement - --- EAST 304.0-,
1 Un is
x22 1 FF 2 6.5 1
21 6 .5LF@ °(
Keltner Commercial Sub
APS Investments LLC
10423 Chicot Rd
Little Rock,m AR 72209
ii
�D
-- - ----
}CClIS15e
A
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 31-286
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=17' MAX REQUIRED 50'
SCREENING REQUIREMENTS:
SEC 36-523 a
As a component of all land use buffer requirements, opaque
screeening, whether a fence or ofher 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 3' apart with 6' spacing may be used.
DRAINAGE NOTES:
1.Riprap to be placed at all ditch intersections.
2. Ail 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. Sift Fence shall be placed around entire perimeter. Use silt fence PW -f
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
FG VARIES
FG 296.D A FFELEV286.5
Conc SMb 't /Conc Slab
Asph PAN
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)
1 Office (200 Square Feet)
SITE PLAN
PART OF LOT 2 PHASE 2
Y. III C. A. ADDITION
NOW IN THE CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
5-20-14
Porch
w 20 N
N '`C
W L1 co 1
29$2- -OQ'
0? 15 cG'
.gjWW= 11;
MUMMA
+i
` t/vCL y
V LL
SCA:E 1'=9a'
@0.
CP
-� Found Monument
--o Set No. 4 Rebar
�- Overhead Power Line
--0 Power Pole
I
-QMH Sanitary Sewer Manhold
--® Water Valve
d
- Water Meter
r'
00
--e Gas Meter
N
■ 4"X4" Cone Mon
W
-ten Water Valve
r
m
- Water Meter
- Gas Meter
BASE LINE
.0 Fire Hydrant
o
p
Keltner Commercial Sub
APS Investments LLC
10423 Chicot Rd
Little Rock,m AR 72209
ii
�D
-- - ----
}CClIS15e
A
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 31-286
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=17' MAX REQUIRED 50'
SCREENING REQUIREMENTS:
SEC 36-523 a
As a component of all land use buffer requirements, opaque
screeening, whether a fence or ofher 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 3' apart with 6' spacing may be used.
DRAINAGE NOTES:
1.Riprap to be placed at all ditch intersections.
2. Ail 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. Sift Fence shall be placed around entire perimeter. Use silt fence PW -f
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
FG VARIES
FG 296.D A FFELEV286.5
Conc SMb 't /Conc Slab
Asph PAN
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)
1 Office (200 Square Feet)
SITE PLAN
PART OF LOT 2 PHASE 2
Y. III C. A. ADDITION
NOW IN THE CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
5-20-14
Porch
w 20 N
N '`C
W L1 co 1
29$2- -OQ'
0? 15 cG'
.gjWW= 11;
MUMMA
+i
` t/vCL y
V LL
MABELVALE CUTOFF
Chicot NWA Properties LLC
4801 N. Hills Blvd Ste 1500
North Little Rock, AR 72116
Fini.Netl Fbor 296.5
col 5EC01 o
05 'j
`�S'-- -- 4.) - -- ---- 1
LAsphalt
HC
San Sewer 10" PVCT �
FOOTINGS
LAHA ENGINEERS, INC.
6602 Baseline Road Suite E
P. O. Box 190251
L'dtle Rock Arkansas 72219
501-565-7384
Fax 501-562-5467
e-mail: lahaengds@sbcglobal.net
1
Mer Pole
Existing Fence
to be Removed
Sanitary Sewer Service
W\
New Power line
Power Pole
§�p59
5
VICINITY MAP
NO SCALE
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(}0 $ d AAAA WUD grit C�//// .SAA .��OIT1lulu......
ARKANSAS %� STATE OF '11%�4wP, LAHA
E ;' ARKANSAS
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REGISTERED N0.284 _ ENGINEERS =_Z
PROFESSIONAL o SIGNATURE
ENGINEER oo = '_, 0727
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Top of Levee Elev 294
--------------------- ------------
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°y 200 Units (20,200 square feet total)
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Elev 290
I 1
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3:1 $lopes 30' 1
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Office (200 Square feet)
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2908 S. University Ave / SWNISN
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Little Rock AR 72204
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MABELVALE CUTOFF
Chicot NWA Properties LLC
4801 N. Hills Blvd Ste 1500
North Little Rock, AR 72116
Fini.Netl Fbor 296.5
col 5EC01 o
05 'j
`�S'-- -- 4.) - -- ---- 1
LAsphalt
HC
San Sewer 10" PVCT �
FOOTINGS
LAHA ENGINEERS, INC.
6602 Baseline Road Suite E
P. O. Box 190251
L'dtle Rock Arkansas 72219
501-565-7384
Fax 501-562-5467
e-mail: lahaengds@sbcglobal.net
1
Mer Pole
Existing Fence
to be Removed
Sanitary Sewer Service
W\
New Power line
Power Pole
§�p59
5
VICINITY MAP
NO SCALE
�p0000v000 \\\\1I l l l l f f 11 ll/
\\\� I$TE �w,// 1111 to OF AU
(}0 $ d AAAA WUD grit C�//// .SAA .��OIT1lulu......
ARKANSAS %� STATE OF '11%�4wP, LAHA
E ;' ARKANSAS
cl
REGISTERED N0.284 _ ENGINEERS =_Z
PROFESSIONAL o SIGNATURE
ENGINEER oo = '_, 0727
E E
t� \
% N0.1735 D.
aR4Y Doa ooPooa iiLiiLAtt1�vvvvv ///lluinlv�v v
0
000
�D
Top of Levee Elev 294
--------------------- ------------
@0.
CP
(D
I
>
Elev 290
I 1
8'
3:1 $lopes 30' 1
8'
I if1 I
I
I
3:1 Slopes
I
1
I I
Top _ - - - - - - - - - - - - - of water Elev 292 - - - - - - -
L-----------�
Top of Levee Elev 294
Top Levee
Natural Ground
�D
Slope j Slope
Bottom
SECTION A - A
Natural Grounder
Bottom 290
Bottom 290.12
SECTION B - B
1T
FL
POND
HICKS 2
1YPE11AANtKKERINGANDCOVER ��
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NOTES
1. All exposed COMM f) have 314' chamier.
3..r>NE,vmm,
IV 234
4" Round post each
EIV 292,67 comer x #6 mVar
r
II
to �xi01T E.W. I
u I
YSBarsa1ta aw Flow Line 290
SECTION
OUTLET STRUCTURE
NO SCALE
24" FES
�Q\J
i
Natural Ground
Natural Ground
d%VseCA L+
V V P ar�
kL cuS GG w (c,.
RECEIVED
SEP r0 3_2014
BY:-
PRINTED 7-16-14
PRINTED 4-20-14
PRINTED 4-11-14
PRINTED 4-4-14