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RECORDED AS
LITTLE ROCK, PULASIU COUNTY, ARRAIVSAS - JANUARY 13. 2010 � BOOK' H' . PG . B82 � ao
ZONED PD-R % CURB DATED 5/11/05 C PROPOSED 8'SEWER M�A/N EXTENSION
LEGAL DESCRIPTION o ZONED C-3
F.BOL1� o F EXIST MH INLET -- - _
Lands lying in the Southwest 1/4 and the Southeast i/4 of the Northeast Quarter of _` :CAPPED -PI 0'09" ,11.42� RIM 306.33 IO�rcrar - - - - = - - - - - - - - - - - - - - - - - -
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Section 3, Township 1 South, Range 13 West, Pulaski County, Arkansas more S� 4� �� �w 24"HOPE
-__ INV.299.88 N¢
particularly described as follows: SY#OO'-
-JOE-WHITE-T.E 0 ..,.\ Sma _ S S `S _.. :.
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 .. _ -^
4 0 feet thence North 00 degrees 00 minutes 00 seconds East 421.72 feet to the point of beginning; thence North 89 PROPOS �( - "'
seconds Eaat 32 .6 4.01 feet; thence along a 21.2209 degree curve to the ri ht 71.58 feet to a point having a chord SEWER MH ?.: \ $ S S S
degrees 45 minutes 50 seconds West 20 gg _ -
bearin and distance of North 82 degrees 10 minutes 09 seconds West 71.37 feet: thence North 74 degrees 34 minutes 28 seconds " " "" " ' -
gg hence North 00 de rees 4B minutes 05 seconds East 353.40 feet; thence South 89 degrees 45 minutes 51 seconds ""
West 45.31 feet, t 9
East 315.00 feet; thence South 00 degrees 14 minutes ]0 seconds West 374.69 feet to the point of beginning containing 2.705 acres
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more or less. f , �P
RIGHT OF WAY DEDICATION: - `\ D15DE SETBACK &Lands lying in the Southwest 1/4 of the Northeast Quarter of Section 3. Township 1 South, Range ]3 West, Pulaski County. Arkansas ` OjJIZ,$T O ARY SEWER EASEMENT yq
more particularly described as follows: 306
DE'TEN'I'iON 307 308
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 M3 SF
seconds West 327.89 feet: thence North 00 degrees 00 minutes 00 seconds East 402.44 feet to the point of beginning; thence North 11 m ..,,. Si0
degrees 52 minutes 02 seconds East ]02.10 feet: thence along a 286.4825 degree curve to the left 35.47 feet to a point having a chord .. 311
bearin and distance of South 38 de rees 57 minutes O8 seconds East 31.00 feet; thence South 89 degrees 45 minutes 50 seconds """ '
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East 129.33 feet: thence along a 17.3825 degree curve to the right 87.49 feet to a point having a chord bearing and distance of South ..
82 de rees 10 minutes 08 seconds East 87.23 feet: thence South 74 degrees 34 minutes 28 seconds East 126.09 feet: thence along a V
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21.2209 degree curve to the left 71.58 feet to a point having a chord bearing and distance of South82 degrees 10 minutes 09 seconds / �9
East 71.37 feet; thence South 89 degrees 45 minutes 50 seconds East 204.01 feet; thence South 00 deggrees 14 minutes 10 seconds pp
West 60.00 feet: thence North 89 degrees 45 minutes 50 seconds West 204.01 feet; thence along a 17.3526 degree curve to the right "4
87.49 feet to a point having a chord bearing and distance of North 82 degrees 10 minutes 09 seconds West 7.23 feet; thence North C v15,
74 degrees 34 minutes 28 seconds West 126.09 feet; thence along a 21.2209 degree curve to the left 71.58 feet to a point having a ��, 15
chord bearing and distance of North 82 deggrees 10 minutes 09 seconds West 71.37 feet; thence North 89 degrees 45 minutes 50 '"� o �:
seconds West 149.91 feet: thence alonga 966.4825 degree curve to the left 27.35 feet to a point having a chord bearing and distance ,%.�"��������"���,, y SIDEWALK
of South 51 degrees 03 minutes O5 secnds West 25.27 feet to the point of beginning containing 0.898 acres more or less. `p` ry1S TERM
CERTIFICATE OF PRELUdI `iARY SURVEYING ACCURACY sure OF `.� m -
I. Robert D. Holloway, hereby certify that this plat correctly represents a toundary survey made under my supervision / \
and boundary markers shown represents a boundary survey made under my supervision and boundary markers shown `�� jIO • _SG,`�j4 / O
hereon actually exist and their locations, type and material are correctly shown. The plat has been surveyed and duly
filed for record the offices of the st a surveyo and th count circuit clerk within the last (7) years. +� ; S1GNA p Or ��•
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Date of Execution` ROGER C. HOLLDWAY ',�� fD.HO !fey.V.
REGISTERED LAND SURVEYOR ✓ W.....�
NO. 83, ARKANSAS - : ��,i,_A�L�LyA .•`�� 'i•" a • . m
CERTIFICATE OF PRBIJbMARY ENGINEERING ACCURACY o(/ S1 A7T E za f�
I. Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering ,%/ A g1 A�1 J A S / / m 7'SIDE ALK 9
requiremepts of the North Little Rock Subdivision Rul and Regulations have been complied with.
-�' BBCISTB EB o / �� P 9�1 Q 2.%LU AC. N SCONCRET�E PAVINGS
Date of Execution ROBERT D. HOLLOWAY / p 8 S I N - _ \ A P /
REGISTERED PROFESSIONAL ly � NAT
ENGINEER NO. 2335, ARKANSAS , 10 /
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25
No. 2 35 �Q m d FDC
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VICINITY MAP
GRAPHIC SCALE 1"-30'
0 30 60
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
C RTHWATE OF PRE MINARY FLAT APPROVAL y*+w..Hvr��.4 1 a 4.Q
All requirements of the Little Rock Subdivision Rules and Re ulations relative to the preparation and submittal to a preliminary plat have been a H
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fulfilled. approval of this plat is hereby granted, subject to further provisions of said rules and regulations. This certifica a shall expire on !`1-� o y 11 ru
En
974
0 �+MPoy\ i I 50"E 65.00'
Date of Execution Chairman, Little Rock ' r-I N ° '
Planning Commission ,,.j Co- �� -I-J� CONCRETES FUTURE
CERTIPiCATEOFOWNBIt m ' 1.0% PAVING ACCESS
rn RAMP � ��� N
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 o �-SHARED ACCESS
hereby lay off, plat and subdivide said real estate in accordance with this plat. cv Yo, g,9� EASEMENT
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s / 91 - ` � � r GATE GATE et
Date of Execution Garth Development, LLC c 0 7 .0' 71' 25' 6' 20''` 25.
Robert Garth Co
9800 Maumelle Boulevard M
��' X to 9' 20
Source of Title: North Little Rock, AR 72113 00 ° .' Ip M
2009045701 O o
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Instrument No. w
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REMAIN -- m z -, �.. 9 ...�C.`/ NTSICe• Q` ALCliINCi'OAK-T cow j g• 5 g g,.8' g.
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✓ / / i ;; , RAMP. ......., -1 rod.
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6 TAL LQRATIYE
A HALT PAVING vI 1 10 g„ N7q. a
00 �� SIOFYi,ILK B,"W �"'N f. _ __ IRON FEN / ..I. STANDARD VANACC,'BS'SrBrB
RICHSh. LANE\ N1 I F5. + J HAPIDrcAPDBTAIL rlANOrCAPDSIAIL
• �j� � .. NTS NT
j o 89'45' 0"E 150.04' J, 7 S _ b 3 c� ( D y I / S
... 8 N M N ::
Z b 2.5% _ 00 rn) 09"EW 79.30' c) - .9 Ex NSI I:.:: I)ROPOSEDPAGISMON.
.m 1,-.-�� - i O � R ....x _ ..... `'�'.. ... M .4i 0 .-�"- ... .. - 12053,4.0%
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QUANTITATIVE DATA:
m ¢ISOLID EDGE OF PAVEMENT
SODDING 2,-0- 32'-0" PAVEMENT
3" ASPHALT PROFILE GRADE
MAX CLASS 3 OR 4 WEARING SURFACE g•, 1 '
m CURB & GUTTER 2% SLOPE y
m X :• 4
'0 3 11AA r.,::.
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L. CLASS 7 BASE COURSE AT 100% COMPACTED SUBGRADE
MODIFIED PROCTOR DENSITY
p AT 95% MODIFY PROCTOR DENSITY.
GENERAL NOTES OVER GEOTECH FABRIC
1.IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED
1 - TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT, (AASHTO T-180)
0 2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS.
T-180
M ) .
o SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXI UM. AASHTO
cu o a 3.CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191)
o (cost 00
4•CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
N o 5.THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
Cu
m m TYPICAL STREET DETAIL
2. PARKING LOT LIGHTING TO BE MERCURY VAPOR 'SHOEBOX' TYPE. W/20' HIGH POLES W/
DOWNWARD LIGHTING ANGLE TO PEVENT LIGHT TRESPASS TO NEIGHBORING PROPERTY.
3. WATER SERVICE TO BE CENTRAL ARKANSAS WATER.
4, SEWER SERVICE PROVIDED BY LITTLE ROCK WASTEWATER.
5. BUILDING HEIGHT IS APPROXIMATELY 51'-0"
General Notes
1. There will be approximately 650 feet of new road construction
2. Detention is provided in the ponds at the north side of the 'lot.
3. No Designated Wetlands lie on the Property.
4. All Lots will be tied to the Little Rock Wastewater Sewer Systems and Central Arkansas Water.
5. All disturbed areas to be seeded, fertilized, watered and mulched.
6. All landscaped areas to be irrigated.
7. All new streets shall have street lighting and signage per Little Rock Standards.
B. All first floor finished elevations to be minimum 1'-0" above the 100 year flood elevation.
9. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP,
10. All dumpsters are within a brick, gated enclosure.
11. Open Space Tracts A shall be maintained by The Orchards of Mebelvale. L.L.C.
12. Occupancy of the proposed structure will be limited to persons 55 years of age or older.
13. The maximum constructed building height for the new construction is 51 feet.
14. The dump ster pickup and service hours shall be limited to daylight hours.
15, All sidewalk areas to be maximum 2% cross -slope & 5% max. running slope.
FIRE FLOW/WATER PRESSURE ACREAGE PER 40
STATIC WATER PRESSURE: APPROX.73 PSI SE 1/4, NE 1/4, SECTION 3
RESIDUAL WATER PRESSURE: 66 PSI SW 1/4, NE 1/4, SECTION 3
1500 GPM AVAILABLE FIRE FLOW
MAX.FIRE FLOW: 7000 GPM WITH 20 PSI
TOTAL
TOTAL PARCEL SIZE
2.705 Ac
PROPOSED USAGE
ELDERLY HOUSING
RATIO OF BUILDING COVERAGE
18.9%
FLOOR AREA
22.314 SO.FT,
TOTAL PARKING SPACES
58 SPACES
ADA ACCESIBLE PARKING
3 SPACES
CURVE DATA
TAG A R L I T D C
C1 101'36'36" 20.00 35.47 24.53 286.4825 31.00
C2 15'11'23" 330.00 87.49 44.00 17.3626 87.23
C3 15.11'23" 270.00 71.58 36.00 21.2209 71.37
C4 15'11'23" 330.00 87.49 44.00 17.3526 87.23
C5 15'11'23" 270.00 71.58 36.00 21.2209 71.37
C6 48'11'38" 20.00 27.35 15.30 286.4825 25.27
C7 i 15'11'23' 300,00 79.53 40.00 19.0988 79.30
CB 1 15*11'23"1300,OU 79.53 40.00 1 19.0983 79.30
LEGEND
FOUND IRON PIN
O FIP
SET IRON PIN - 1/2"REBAR WITH
CAP
• SIP
CONCRETE MONUMENT
O CM
CENTERLINE OF ROAD
-
RIGHT
-
LOT LINES
FENCE LINES _X
_X
-
EASEMENT LINE -
- - - -
- -
- --
ELECTRIC LINE
E
E
SEWER LINE
WATER LINE -W
-W
THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN
3.218 ACRES 100 YEAR FLOOOPLAIN AS SHOWN ON FEMA FLOOD IN
RATE MAPN050181092F, DATED 1/]9/01.
0.897 ACRES
4.115 ACRES SURVEY CODE: 500-01S-13W-003-120-60-0083
500-01S-13W-003-130-60-0083
LITTLE ROCK PLANN NG COMMISSION
P ROVED. SUBJECT TO THE CONDITIONS
A;; NOTED IN THE PLAN qIN 0 MISSION
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