HomeMy WebLinkAboutS-1649-A Map 2GRAPHIC SCALE 1"=100'
0 100 200
-N- BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
O SW 14,NE 1/4,SEC.3
T-1-S,R--13-W,
PUL.CO.,AR
NOT FOUND
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F.1.5"PIRE
ON LINE
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CERTIFICATE OF PRELDIMARY FLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and Re ulations
relative to the preparation 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
F.1.5"PIPE
ON LINE
Date of Execution Chairman, Little Rock I
Planning Commission
CERTIFICATE OF Olt
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.
Date of Execution Garth Devr:lopment, LLD
Robert Garth
9800 Maumelle Boulevard
Source of Title: 2009045701 North Little Rock, AR 72113
Instrument No.
I
N LITIL.E ROCK
® DEVELOPI T CO
VE
ZONED R-2 HOME DEPOT CONSERVATI
i LRECORDED AS �- ZONED C-3
BOOK'H'.PG.882
F.2"PIPE
DATED
ZONNED/C1305
SBB'18'41'E 26.44'
S88°18'41"E 252.29' F.IOLT SOO°49'09"W 11.42'
) S89°45'51"E 1625.85'
- 569'45'5!jv314j 'v v v v v' 5 9'45 !'E 274.33' 'v' V v Y v_v S89'45 51'E Z79.46' ✓ 'v 'v V v 9 9' Ste• 1'T79.46'
-/77- -
5'UTILITY &
DRAINAGE EASEMENT �1 F.CAPPED PIN
JOE WHITE 15'SETBACK &
' I EUTILITY ASEMENT
DRAINAGE
LOT 1
1.018 AC. F, �11
Q 10'UTILI,TY•& DRAINAGE EASEMENT ---I I
,. o . r I
NB9'13'59-W 284.92' c \LOT 3 L EASEMENT
6 DRAINAGE _ e
m 2.105 AC. I EASEMENT m LOT 5 m LOT 6
T
CD 2.404 AC. 2.404 AC.
~ S89'45'50"E 65.00'
2 F, LOT 4
WO m w a o 0
W _Z LOT 2 60
QJ N o SHARED ACCESS r 2.360 AC. s '^
u, 1.226 AC. z EASE ENT �_
o ru 25'SETBACK a o kT
b S82'i0'08"E 87.23' Q
S38'57'08"E 31.00' (L FJ MITIi _
e S89'4 '50'E 1--23 N
-N1 0 4• 10-UTILITY
r4 Pg• 74'34'28'E 45. l' °1 & DRAINAGE
i9 45'50'E�S60 04'.A S82 10�'09 E 80.7g. 34 =� --EASEMENT- - - - - -
189 45'50'X, 149 RS' C7 79,30t-"� ?�?4`q•2 ! 9'45 5f)'X�O��Y N89'45'50'X 274.33' N89'45'50'X 279.46" N59'45'50'W 279.46'
ff
� v C5 � , CB` ' S82 f0.
NB2'10'0rW 1.37' N74-3g08 '10' '9 E , 39 45 50'E 20401`; FUTURE ACCESS &
5!'03'O6'E 25.27' P 28 7g,30 ROADWAY EXTENSION
O.S.TRACf A 12s.09' , c4 sez 10' g E 87.z3'
„ � PROPOSED ROW DEDICATION 0.898 AC.
1-52.02"E 49.03' �2 9 45'50'N 20d.01' . , _ a m .v a_•
�""-N89'45' 66Ez^9' ..
-PUB-ROW DEDICATION#1 00.14'10'W 10.00' POB
,o UTIL TY G Ia'89°45'S0"'.V 1991 a2'
cow DEDI TION #2 DRAINAG Ec SEMENT
_ ---- - _ PROPOSED PA IS MON.
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101'35'36"
20.00
35.47
24.53
285.4825
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
17.3626
87.23
C5
15'11'23"
270.00
71.58
35.00
21.2209
71.37
C6
48'11.38"
20.00
27.35
16.30
2B6.4825
25.27
C7
15'11'23"
300.00
79.53
40.00
19.09813
1 79.90
CB
1 15'11.23'
300.00
79.53
40.00
1 19.0988
1 79.30
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LEGEND
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CENTERLINE OF
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RIGHT OF WAY
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WATER LINE
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' N90'00'00"E 324.31'
F.1"PIPE
SE COR•,SW 1/4,NE 1/4,SEC.3
T-1-S,R-13-W,
PULASKI CO.,AR
SOLID
SODDING
w L GEO C & FRANCES MARTIN
�I^ ZONED C-3
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EDGE OF PAVEMENT
3OR4
& GUTTER
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ILI
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3 2.039 AC.
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General Notes
1.
There will be approximately 650 feet of new road construction
2.
No Designated Wetlands lie on the Property.
3.
All Lots will be tied to the Little Rock Wastewater Sewer Systems
and Central Arkansas Water.
4.
All disturbed areas to be seeded, fertilized, watered and mulched.
5.
All disturbed areas must be sodded. One 1-1/2" tree per every 2 units. Six 1-gallon shrubs
per unit.
6.
All new streets shall have street lighting and signage per Little Rock
Standards.
7.
All first
floor finished elevations to be minimum 1'-0" above the 100
year flood
elevation.
S.
All driveways in the right of way shall be paved concrete, all drain pipe in
the right of way to be RCP.
9.
All dumpsters to be within a brick, gated enclosure.
10.
All future phases and street/infrastructure improvements to be completed
as each lot is final platted.
It.
An 80' diameter temporary gravel turn -around shall be provided at the end of each phases
of roadway construction.
SOLID
36'-O" BC TO BC i SODDING i
-0" PAVEMENT
Ct /PR01
ACE
GRADE
2% SLOPE
9" CLASS 7 BASE COURSE AT 100% ' COMPACTED SUDGRADE
MODIFIED PROCTOR DENSITY 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
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,
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180),
3. CRUSHED STONE hATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM (AASHTO T-191)
4.CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS SLOPE.
5.THICKNESS SHALL. BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS.
TYPICAL STREET DETAIL
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N89'28'ii'W 330.43'
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1111 �'�I��: �I��I��ITI(�)N
.� I I ,I�I 1�1
Legal Description
Lands lying in the Southwest 114 and the Southeast 114 of the Northeast Quarter of Section 3
and in the SW 1/4 of the NW 114, Section 2 all in Township i South. Range 13 West, Pulaski County,
Arkansas more particularly described as follows:
Commencing at a found i' pipe at the southeast corner, of SW 1/4, NE 114 of said Section 3;
thence Nortl 90 degrees 00 minutes 00 seconds East 324.31 feet; thence North 00 degrees 00
minutes 00 ,econds East 351.72 feet to the point of beginning; thence North 89 degrees 45
n W feet o Mabelvale Pike;
minutes 50 eco ds West 662.29 et t a point on the east right of way of abet ale >
thence continue along said right of way line North 11 degrees 52 minutes 02 seconds East
472.20 feet; thence leaving said right of way line South 88 degrees 18 minutes 41 seconds
East 252.29 feet; thence South 00 degrees 49 minutes 09 seconds West 11.42 feet; thence South
89 degrees .5 minutes 51 seconds East 1625.85 feet; thence South 01 degrees 20 minutes 35
seconds West 444.70 feet; thence North 89 degrees 45 minutes 50 seconds West 1302.26 feet to
the point or beginning containing 19.71E acres more or less.
Right of Way Dedication #1- Richsmith ]Lane
Lands lying in the Southwest 1/4 of the Northeast Quarter of Section 3, Township i South,
Range 13 We;"t, Pulaski County. Arkansas
r r (lar] described as follows:
more a cic
D Y
Commencing at a found 1' pipe at the southeast corner of SW 114, NE 114 of said Section 3;
thence Nortf 90 degrees 00 minutes 00 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 degrees 52
minutes 02 Seconds East 102.10 feet; thence along a 286.4825 degree curve to the left 35.47
feet to a point having a chord bearing and distance of South 38 degrees 57 minutes 08
seconds Easy 31.00 feet; thence South 89 degrees 45 minutes 50 seconds East 129.33 feet;
thence along a 17.3626 degree curve to the right 87.49 feet to a point having a chord bearing
and distance of South 82 degrees 10 minutes 08 seconds East 87.23 feet: thence South 74
degrees 34 ninutes 28 seconds East 126.09 feet; thence along a 21.2209 degree curve to the
left 71.58 feet to a point having a chord bearing and distance of South 82 degrees 10
minutes 09 Eeconds East 71.37 feet: thence South 89 degrees 45 minutes 50 seconds East 204.01
feet; thenct South 00 degrees 14 minutes 10 seconds West 60.00 feet; thence North 89 degrees
45 minutes E0 seconds West 204.01 feet; thence along a 17.3626 degree curve to the right
87.49 feet to a point having a chord bearing and distance of North 82 degrees 10 minutes 09
seconds West 87.23 feet; thence North 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 chord bearing
and distance of North 82 degrees 10 minutes 09 seconds West 71.37 feet; thence North 89
degrees 45 minutes 50 seconds West 149.91 feet: thence along a 286.4825 degree curve to the
left 27.35 feet to a point having a chord bearing and distance of South 51 degrees 03 minutes
06 seconds liest 25.27 feet to the point of beginning containing 0.698 acres more or less.
Right of flay Dedication #2 - Mabelvale Pike
Lands lying in the Southwest 114 of the Northeast Quarter of Section 3. 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 114, NE 114 of said Section 3:
thence Nortl 90 degrees 00 minutes 00 seconds West 364,55 feet: thence North 00 degrees 00
minutes 00 econds East 354.56 feet to the point of beginning: thence North 89 degrees 45
minutes 50 •econds West 26.57 felt to a point which is also on the east right of way of
Mabelvale Pike; thence continue along said right of way line North 11 degrees 52 minutes 02
seconds East 472.88 feet; thence leaving said right of way line South 68 degrees 18 minutes
41 seconds fast 26.44 feet: thence South it degrees 52 minutes 02 seconds West 472.20 feet to
the point of beginning containing 0.2B2 acres more or less.
CERTIFICATE OF PRELRANARY SURVEMO 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
filed for record in the offices of the Date sur yor an th my circuit clerk within the last (7) years.
Date of Execution ROBERT D. HOLLOWA xx``�,CyZSTERFv��/�� f//~S�A-T-E �0� .t
REGISTERED LAND SURVEYOR .`� �,••"""""•., 6 ''e A$il SAS
NO. 83, ARKANSAS STATE OF ' ,
AR
KAN s, g� IS?BRED
0 %P sIGNA
�dS� D. Ho11�3 r�.c� U �O No. D35
CERTIFICATE OF PRE RANARY ENGUMMUNG ACCURACY���
I. Robert D. Holloway hereby certify that this plat correctly '���'%NAL LA�,`•`���``=s���W/
represents a plan made by me and that the engineeraIrlig requirements of the
North L21:71
Rock Subdivision Rules and Regulation ave Zw�
omplied with.
�( ��`®
Date of Execution ROBERT D. HOLLOWAY
REGISTERED PROFESSIONAL
ACREAGE PER 40 ENGINEER NO. 2335. ARKANSAS
SE 1/4, NE 1/4, SECTION 3 13.206 ACRES
SW 114, NE 1/4, SECTION 3 3.420 ACRES
SW 1/4, NW 114, SECTION 2 3.374 ACRES
TOTAL 20.000 ACRES
OF ugp��s"
�'oz: THE HOLLOW
v FIRky
No.187799Y t�
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19A S - E N 6�a��¢�•
THERE ARE NO PORTIONS OF THIS LOT INCLUDED IN THE
100 YEAR FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE
RATE MAP#050181092F, DATED 1/19/01.
SURVEY CODE: 500-01S-13W-003-120-60-0083
500-01S-13W-003-130-60-0083
500-OAS-13W-002-430-60-0083
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