HomeMy WebLinkAboutZ-8519-B Map 1SITE PLAN OF
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LOT
4
ORCHARDS AT MABELVALE
LPITLE DOCK, M ASM COUNTY, ARK MSAS - XLY 22, 2010
306
ZONED PD-R
LBGALDESCREMOM
PROPOSED 8"SEWER MA N EXTEN5P
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
--- --
- - - - - -
24"HDPE
particularly described as follows:
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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 324.31 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
14 10 seconds West 444.59 feet: thence North 89
274.32 feet; thence South 00 degrees minutes
degrees 45 minutes 50 seconds West 274.33 feet to the point of beginning containing 2.801
acres more or less.
less and except the following:
`
RICHSMM LAMB RIGHT 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 00 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 50.00 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 B9 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)
CERTIFICATE OF PRELMMILY PLAT APPROVAL
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
4
20'
Date of Execution Chairman, Little Rock
Planning Commission
(ERTIFICATE OF OWNER
'
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.
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Date of Execution Garth Development, LLC
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Robert Garth
9
9000 Maumelle Boulevard
Source of Title: North Little Rock, AR 72113
Instrument No. 2009045701
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CERTIFICATE OF PREMBIARY SURVEYING ACCURACY
I. Robert D. Holloway, hereby certify that this plat correctly represents a boundary survey made under my supervision
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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
f th a rvevor and the county circuit clerk within the last (7) years.
to
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HOMB DEPOT
RECORDED AS-'--3pg--
BOOK'H'.PG.BB2
DATED 5/11/05
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filed for recor in the of ces o e - - -
9.4 'S0"E 65.00
Date of Exec tion ROBERT OLLOWAY CONCRETE
REGISTERED LAND SURVEYOR - ----�- RAVING
NO. 83, ARKANSAS' N PAVING
ACCESS -
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CERTIIFiCATEOFPRELDAVIARYWORMEItMACCURACY GATEs =} SATE
I. Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering A
requirements of t e North Little Rock Subdivision Rules Ind Regula ions have been complied with. X -/
II
Date Execution ROBERT D. HOLLOWAY
REGISTEREO PROFESSIONAL qq J r
ENGINEER,NO14u$435, ARKANSAS `Ay�?r_..
GISTEg�'• x ; ,..22'
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LQ . GIr. , • ...... •• O.p .,oSTATE OF '•. �,
to Io -::a: :THE HOLLOWAY = P FIR
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No.2335
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SEE ARCH DETA �\
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X. 25 UILDING LINE- O-
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1. CONTRACTOR TO CONTACT ARKANSAS 'ONE -CALL' PRIOR TO ANY EXCAVATION WORK. ��c li 1 £f I
+� 2. PARKING LOT LIGHTING TO BE MERCURY VAPOR 'SHOEBOX' TYPE W/20' HIGH POLES W/ '-TALL }
IRONFENCE
3. WATER SERVICE TO BE CENTRAL ARKANSAS WATER. _
4. SEWER SERVICE PROVIDED BY LITTLE ROCK WASTEWATER. X �A \_(1�-
rn 5. BUILDING HEIGHT IS APPROXIMATELY 51'-0" i '
C 6. TOTAL OPEN SPACE PROVIDED IS 0.820 ACRES. v SIP _ /__= 3 _ T W
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7. AN 80' DIAMETER GRAVEL TURN -AROUND SHALL BE PROVIDED AT THE END OF THE ROADWAY. -
N General Notes T AR01ND
� , - . � _ PH GRA L TEMPORARY
C 1. There will be approximately 650 feet of new road construction TURN
-AROUND
Detention is provided in the ponds at the north side of the lot. w , ; \
r 3. No Designated Wetlands lie on the Property. 2.5% o, RICIISHII�LH '- DEDICATED ROW U.378 AC. o `.,_
L.L 4. All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water. o N 1 it
0 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 &
Jr- 6. All landscaped areas to be irrigated. '" - S89'45'50"E 274.33' ROADWAY EXTENSION
7. All new streets shall have street ligghting and signage per Little Rock Standards. �°
4J B. All first floor finished elevations to be minimum 1'_O. above the 100 year flood elevation.
E 9. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP. J /
� A0. All dumpsters are within a brick, gated enclosure. w. - � _ � �@... ®.. .v. .� � m
L 11. Open Space Tracts A shall be maintained by The Orchards of Mabelvale, L.L.D. r.� \ POB RIGHT OF WAY D�ICATION..
12. Occupancy of the proposed structure will be ]1m)ted to persons 55 years of age or older. - - _
Cr 13. The maximum constructed building height for the new construction is 51 feet. ° \ /
14. The dumpster pickup and service hours shall be limited to daylight hours. '^ \ SIP OPEN SPACE TRACT 'A' NB9'45'50'W 27d.33' " SI /
15. All sidewalk areas to be maximum 2X cross -slope & 5% max. running slope. ��' �• \ NOO.'14'10"E.10.0O' .... S00 14'f0'W f0.00'
3!A-- .Q:,063 ,ACRES' ,'
..........................................
H SIP MRWACO Ink 274.33' SIP
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SOLID
fO 0 36'-0" BC TO BC SODDI�
m cc SOLID EDGE OF PAVEMENT
a SODDING 32'-0' PAVEMENT
(0 2•-0•
CLASS 3 OR 4 3" ASPHALT PROFILE GFADE
o CURB & GUTTER WEARING SURFACE
2% SLOPE y
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9" CLASS 7 BASE COURSE AT 100% COMPACTED SUBGRADE
O MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY,
ru GENERAL NOTES OVER GEOTECH FABRIC
to 1.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,
Q SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180).
N o a 3. CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
cu cu 4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETi TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
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NivI 5.THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUTAEO BY DEPARTMENT OF PUBLIC WORKS.
"' Ln TYPICAL STREET DETAIL
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POB LOT 4 /
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F.1"PIPESE COR.
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SW 114, NE 114, SEC.3 g m
T-1-S.R-O-W, N90'0O'OO"E
PUL.CO.,AR
324.31'
18" DIA PRECAST SPHERE 12' DIA PRECAST SPHERE
PRECAST CONCRETE CAP
_CL METAL FENCE PANELS
ml L� 1 BRICK L
4 TYPICAL FENCE DETAIL
FIRE FLOW/WATER PRESSURE ACREAGE PER 40
STATIC WATER PRESSURE: APPROX.73 PSI SE 1/4, NE 1/4, SEC"ION 3 3.218 ACRES
RESIDUAL WATER PRESSURE: 65 PSI SW 1/4, NE 1/4. SEC"ION 3 0.897 ACRES
1500 GPM AVAILABLE FIRE FLOW
MAX.FIRE FLOW: 7000 GPM WITH 20 PSI
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
TYPICAL FAMMG
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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 SO FT.
TOTAL PARKING SPACES
64 SPACES_--__
ADA ACCESIBLE PARKING
3 SPACES
LEGEND
FOUND IRON PIN
O FIP
SET IRON PIN -
1/2"REBAR WITH
CAP
• SIP
CONCRETE MONUMENT
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CENTERLINE OF
ROAD
-
RIGHT OF WAY
- -
-
LOT LINES
FENCE LINES
_X_X
EASEMENT LINE
- - - - -
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ELECTRIC LINE
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SEWER LINE
WATER LINE
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THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE
RATE MAP805018i092F, DATED 1/19/01.
SURVEY CODE: 500-01S-13W-003-120-60-0083
500-OAS-13W-003-130-60-0083
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