HomeMy WebLinkAboutZ-8519-B Map 2SnE FLAN OF
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ORCHARDS AT MABELVALE
LITTLE 105MAS]a COUNTY, ARKANSAS - JULY A 2010
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U10ALDESCRUMON
PROPOSED B"SEWER MAIN EXTENSIC
Lands lying in the Southeast 1/4 of the Northeast Quarter of Section 3 and in the Northwest
Quarter of Section 2 all in Township 1 South, Range 13 West, Pulaski County, Arkansas more
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- - - - - - - - - - - - -
24 HSPE
described as follows:
particularly
Commencing at a found i pipe at the southeast corner of SW 1/4, NE 1/4 of said Section 3:
thence North 90 degrees 00 minutes 00 seconds East 324.31 feet: thence North 00 degrees 00
minutes 00 seconds East 351.72 feet to the point of beginning: thence North 00 degrees 14
S S
minutes 10 seconds East 444.69 feet: thence South 89 degrees 45 minutes 51 seconds East
274.32 feet; thence South 00 degrees 14 minutes 10 seconds West 444.69 feet: thence North 89
West 274.33 feet to the point of beginning containing 2.801
-
degrees 45 minutes 50 seconds
acres more or less.
-
less and except the following:
RICHSMM LANE RIOHT OF WAY DEDICATION.
Lands lying in the Southeast 1/4 of the Northeast Quarter of Section 3 and in the Northwest
Quarter of Section 2 all in Township 1 South, Range 13 West, Pulaski County, Arkansas more
particularly described as follows:
Commencing at a found 1 pipe at the southeast corner of SW 1/4. NE 1/4 of said Section 3:
thence North 90 degrees 00 minutes 00 seconds East 324.35 feet: thence North Oo degrees 00
minutes 00 seconds East 361.72 feet to the point of beginning; thence North 00 degrees 14
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minutes 10 seconds East 60.00 feet: thence South 89 degrees 45 minutes 50 seconds East 274.33
feet: thence South 00 degrees 14 minutes 10 seconds West 60.00 feet; thence North 89 degrees
45 minutes 50 seconds West 274.33 feet to the point of beginning containing 0.378 acres more
or less.
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20.0'
5'SIDE
fERT1FICAIB OF PRELDfLI•TARY )PL.AP APMOVAL
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation
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and submittal to a preliminary plat have been fulfilled, approval of this plat is hereby granted. subject
to further provisions of said rules and regulations. This certificate shall expire on
" 20'
'
Date of Execution Chairman, Little Rock
Planning Commission
CMTIFiCATE OF OWNMt
We, the undersigned, owners of the real estate shown and described herein,do hereby certify that we have laid off,
platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat.
in
Date of Execution Garth Development, LLC
N
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Robert Garth
9800 Maumelle Boulevard
9 A
Source of Title: North Little 2009045701 Rock, AR 72113
Instrument No.
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CEtTMCATE OF PRELD4VIARY SURVEYING ACCURACY
I, Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made under my supervision
and boundary markers shown represents a boundary survey made under my supervision and boundary markers shown
hereon actually exist and their locations, type and material are correctly shown. The plat has been surveyed and duly
ff f th tote s rveyor nd the county circuit clerk within the last (7) years.
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HOME DEPOT
RECORDED AS
BOOK'H'.PG.882
DATED 5/11/05
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filed for recur in the o ices 0 e s11 7 -
9-4 '50"E�65.00
CONCRETE
Date of Exec tion
ROBERT OLLOWAY
----,-
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PAVING
REGISTERED LAND SURVEYOR
NO. 83. ARKANSAS
SHARED AC
S
I
EASEME
CMtTngCATB OF PRK MQ1ARY ENaDGERWO ACCURACY
hereby certify that this plat correctly represents
a plan made by me and that the engineering
❑ 1
GATE
I. Robert D. Holloway
ions
have bewith.
'-
requirements of t e North Little Rock
Subdivision Rules nd Regula
en co plied
X
Date Execu ion
ROBERT D. HOLLOWAY
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REGISTERED PROFESSIONAL
,Np35. ARKANSAS
ENGINEER ?43
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...... STATE OF '•. G, • • of � �a0 ,�\KY
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a'99. No.18'14' J;?o1 Off, No.2335
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308
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THIS PIA1
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'SIDEWALK
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s ENCLUSURE
SEE ARCH DETA
1� SHEET A.503I r
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° 1. CONTRACTOR TO CONTACT ARKANSAS 'ONE -CALL' PRIOR TO ANY EXCAVATION WORK. -
4J 2. PARKING LOT LIGHTING TO BE MERCURY VAPOR 'SHOEBOX' TYPE W/20' HIGH POLES W/ a1 \ I ,{ 6'TALL DECORATIVE 0
u DOWNWARD LIGHTING ANGLE TO PEVENT LIGHT TRESPASS TO NEIGHBORING PROPERTY. IRON FENCE
0 3. WATER SERVICE TO BE CENTRAL ARKANSAS WATER.
L 4. SEWER SERVICE PROVIDED BY LITTLE ROCK WASTEWATER. -.X
m 5. BUILDING HEIGHT IS APPROXIMATELY 51'-0" -� W i W W W W
C 6. TOTAL OPEN SPACE PROVIDED IS 0.820 ACRES.
v 7. AN 80' DIAMETER GRAVEL TURN -AROUND SHALL BE PROVIDED AT THE END OF THE ROADWAY. 'S0"Wj274 33' - TEMPORARY \ I. SIP - IP
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N General Notes \a a / I _ __ GRAVEL
¢ 1. There will be approximately 650 feet of new road construction cil"-• ,. - ..- ° -- -. z . _ ' '-N T - ROUND ® _. URN A \
"' 2. Detention is provided in the ponds at the north side of the lot. w /
3. No Designated Wetlands lie on the Property. 2.5% _ o. (,, �' DEDICATED ROW U.378 AC. o
ro 0 4. All Lots will be tied to the Little Rock wastewater Sewer Systems and Central Arkansas Water. o RICH3MITH I,ArVr, _ _ _ _
5. All disturbed areas must be sodded. One 1-1/2' tree per every 2 units. S;x 1-gallon shrubs per unit. - - - - - _ FUTURE ACCESS 6
L 5. All landscaped areas to be irrigated. "0 589'45'50'E 274.33' ROADWAY EXTENSICN
7. All new streets shall have street ligghting and signage per Little Rock Standards.
8. All first floor finished elevations to be minimum 1'-0" above the 100 year flood elevation.; \ z
9. All driveways in the right of way shall be paved concrete, all drain pipe In the right of way to be RCP. m
w 10. All dumpsters are within a brick, gated enclosure. �� m� v - v
0 11. Open Space Tracts A shall be maintained by The Orchards of Mabelvale, L.L.C. \ s9r�-POBRI(iHTOFWAYDBflICATION
12. Occupancy of the proposed structure will be limited to persons 55 years of age or older. _ -
cc 13. The maximum constructed building height for the new construction is 51 feet. \�
r 14. The dumpster pickup and service hours shall be limited to daylight hours. SIP OPEN SPACE TRACT 'A' N89'45'50 W 274:33
"" N00.'14' WE 10.y00' . . . . 14' 10"W f0 00' SIP
15. All sidewalk areas to be maximum 2% cross -slope & 5% max. running slope. 314- ¢..063.ACRES, \ - -
..... ..... ..... ......
H SIP FOB LOT 4 % NW45'50"W 274.33' sIP
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m F.1'PIPE o
SOLID SE COR o m
m o 36'-0" BC TO BC SODDIP
(1) ¢ SOLID EDGE OF PAVEMENT
SODDING 2,-0, 32'-0" PAVEMENT
3" ASPHALT PROFILE GRADE
F 3. 1 M4X CLASS 3 OR 4 WEARING SURFACE 3'.1
o CURB 6 GUTTER 2% SLOPE pE
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u 9" CLASS 7 BASE COURSE AT 100% COMP
O ACTED SUBGRADE
MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY.
ru GENERAL NOTES OVER GEOTECH FABRIC
p I.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED
i TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT. (AASHTO T-180)
2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS,
o SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180).
Cu o a 3.CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
O cucu 4.CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
N cu iI 5.THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
ru on TYPICAL STREET DETAIL,
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SW 114, NE 1/4, SEC.3 g
T-1-S,R-13-W, N90'00'00'E
PUL.CO..AR
324.31'
18" CIA PRECAST SPHERE 12' OIA PRECAST SPHERE
PRECAST CONCRETE CAP
METAL FENCE PANELS
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TYPICAL FENCE DETAIL
FIRE FLOW/WATER PRESSURE
ACREAGE
PER 40
STATIC WATER PRESSURE: APPROX.73 PSI
SE 1/4,
NE 1/4,
SECTION 3
3,216 ACRES
RESIDUAL WATER PRESSURE: 66 PSI
1500 GPM AVAILABLE FIRE FLOW
SW 1/4.
NE 1/4.
SECTION 3
0.897 ACRES
MAX.FIRE FLOW: 7000 GPM WITH 20 P5I
TOTAL
4.115 ACRES
VICINITY MAP
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GRAPHIC SCALE 1"-30'
0 30 60
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
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TYPICAL PARENG V
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STANDARD VANACCBSSMS rn
HANDICAPDBTAIL HANDICAPDBTAIL
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QUANTITATIVE DATA: L
TOTAL
PARCEL SIZE
2.360 Ac
PROPOSED USAGE
ELDERLY HOUSING
RATIO
OF BUILDING COVERAGE
21.7%
FLOOR
AREA
22,314 SOFT.
TOTAL
PARKING SPACES
64 SPACES
ADA AC:CESIBLE PARKING
3 SPACES
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THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE r
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE l\//
RATE MAPN05018f092F, DATED 1/19/01.
SURVEY CODE: 500-01S-13W-003-120-60-0083
500-01S-13W-003-130-60-00B3 T��j y �yT T`
Yam. 8�., 9, 1" 1 \%
JUL 2 �O 2010
BY:
LEGEND
FOUND IRON PIN
O FIP
SET IRON PIN -
1/2"REBAR WITH CAP
• SIP
CONCRETE MONUMENT
()CM
CENTERLINE OF
ROAD -
RIGHT OF WAY
- -
-
LOT LINES
FENCE LINES
- X
X
EASEMENT LINE
- - - - - -
-
- --
ELECTRIC LINE
E
E
SEWER LINE
WATER LINE
W -
W