HomeMy WebLinkAboutZ-8194 Map 2SES/4,NW1/4 SECT. 19
NE1/4,SW1/4 SECT. 19
NW1/4,SE1/4 SECT. 19
CERTIFICATE OF PRBLDMARY FLAT APPROVAL
Ali requirements of the Little Rock Subdivision Rules and Regulations
relative to the preparation and submittal to a preliminary plat have been
fulfilled, approval of this plat Ss hereby granted, subject to further
provisions of said rules and regulations. This certificate shall expire on
Date
Date of Execution
Chairman, Little Rock
Planning Commission
CERTIF1 ATB OF PREU IINARY ENGINEERING ACCURACY
I, Robert D. Holloway hereby certify that this plat correctly
represents a plan made by me and that the engineering requirements of the
Little Rock Subdivision Rules and Regulations have been complied With.
Date of Execution ROBERT D. HOLLOWAY
REGISTERED PROFESSIONAL
ENGINEER NO. 2335. ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I. Robert D. Holloway, hereby certify that this plat correctly
represents a boundary survey made or verified by me, all monuments required actually
exist and are correctly shown hereon and that all surveyinrequirements
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of the Little Rock Subdivision Rules and Regulations have been complied with.
Date of Execution ROBERT 0. HOLLOWAY
REGISTERED LAND SURVEYOR
NO. 83. ARKANSAS
SINGLE FAMILY DETACH HOUSING SUBDIVISION
OWNER/DEVELOPER
Josh Malone
1100 Rock Street
Little Rock.AR 72202
Source of Title:
LEGEND
FOUND IRON PIN O FIP
SET IRON PIN - 1/2"REBAR WITH CAP • SIP
CONCRETE MONUMENT O CM
CENTERLINE OF ROAD
RIGHT OF WAY
LOT LINES
FENCE LINES
EASEMENT LINE
ELECTRIC LINE /
SEWER LINE
WATER LINE /
1.5078 ACRES
1.
9347 ACRES
T
I /
I '
I/
I I/
I/ I
I/ I
1 11 I
1 II 1 I
II
II
II
/
CURVE DATA
TAG
G
R
L
T
D
C
C1
53"26'33"
100.00
93.27
50.34
57.2965
B9.93
C2
94'02'19"
120.00 196.95
126.77
47.7471
175.58
C3
09'23'48"
500.00 82.00
21.62
1it4593
81.91
C4
44.14'50"
28.00 21.62
11.38
1 204.6304
21.09
QUANTITATIVE DATA:
TOTAL PARCEL SIZE
5,4899 Ac
PROPOSED USAGE
SINGLE FAMILY HOUSING
RATIO OF BUILDING COVERAGE
35.0%
COMMON USABLE OPEN SPACE
0.2836 Ac
General Notes:
/ III 1. The sourse of water is "Central Arkansas Water."
4 II 2. The sewer will be tied to the Little Rock Waste Water System.
X. / III m 3. All lot lines have a 5' Drainage and Utility Easement unless otherwise noted.
4. The total site is forested.
EXIiSM / 5. Trees and flowering shrubs will be planted in Common Open Space.
XES¢IT�IN / LOT 4
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ACCESS ROAD /
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HATCHED AREAS REPRESENT A
TYPICAL FLOOR PLAN
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Piet Book 0PW801
F.BRASS CAP IN CONC.
PAGIS MONUMENT
2090-0258
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LOT 16
LOT 15
LOT 14
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GRAPHIC SCALE 1"=50'
0 50 100
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
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1�Y11d711L�1�rH 05, 200i
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ZONED R-2
(PROPOSED PRO)
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LEGAL DESCRIPTION:
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Lands lying within Section 19, Township 2 North, Range 13 West, Little Rock, Pulaski
County, Arkansas more described as follows:
particularly
Beginning at the center of Section 19 which is also the Southwest Corner of the Secluded
Vr
Hills Addition to the City of Little Rock, Plat Book C. Page 179. records of Pulaski
County; thence North 87 degrees 10 minutes 43 seconds East for 267.40 feet to a point
w.
MJ
which is the Northwest Corner of Shaker Heights Addition to the City of Little Rock, Plat
Book C Pa a 993 records of Pulaski Count ' thence South 01 degrees 48 minutes 44
9 Y 9
h Southwest Corner of the said Shaker Hei hts seconds East for•331.52 feet to the South s Co a S a
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Addition; thence 87 degrees 21 10 West for 260.78 feet: thence
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South gg4 minutes seconds
North 03 degree West for 120.90 feet' thence South 87 degrees
degrees 51 t 0 We
p,
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o minutes sec nd
seconds g
02 minutes 02 seconds West for 420.12 feet; thence North 02 degrees 22 minutes 33
.V
seconds West for 133.54 feet to a point on the East Right -of -Way of Tayylor Loop Road;
thence continuing along said Right -of -Way North 40 degrees 27 minutes 55 seconds East
(�
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for 452.75 feet; thence along a 10.5131 degree curve to the left for 74.19 feet having a
distance North 56 74.13
2..
chord bearing and of 36 degrees 33 minutes seconds East and
feet: thence along a 39.3196 deggree curve to the right for 34.19 feet having a chord
Dearing and distance of North 39 degrees 27 minutes 37 seconds East and 34.11 feet;
0
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thence North 49 degrees 30 minutes 20 seconds East for 56.71 feet; thence leaving said
v
Right -of -Way South 02 degrees 04 minutes 17 seconds East for 369.47 feet to the point
[�f
of beginning containing 5.4899 acres more or less.
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A.lL..
ew
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45 00'
EDGE OF
PAVEMENT
20'-0" PAVEMENT 2'-0"
CL
CLAS3" ASPHALT PROFILE GRADE
C
CURBS&3GUTTER WEARING SURFACE 2% SLOPE 3:1 MAx ~
3: 1 M4
X N
C
0
9" CLASS 7 BASE COURSE 0
COMPACTED SUBGRADE
AT 100% MODIFIED PROCTOR r+
DENSITY OVER GEOTECH AT 95% MODIFIED PROCTOR DENSITY, a>i n
FABRIC L
GENERAL NOTES al x
.✓ a
I -IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, fu CD
OR CURB AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY o
NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE
CONTENT. (AASHTO T-180) r-
2.FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, _ _ 0 V
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM.(AASHTO T-180). o CD
0
m
3.CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED �, a) o
TO A DENSITY OF 100% MAXIMUM (AASHTO T-191). .0 a)
4-CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR U ~
SOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE. 3 al 4-+ ,a
.0 M U
THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. U '0 1 a
-� TYPICAL STREET DETAIL
i NTS
ril�, S�� ��` �/FLOOD EMT
THERE ARENOOF THIS PROPERTY
LA1!0 WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN
ON FEMA FLOOD MAP 6 0501610037F
DATED OCTOBER 19, 2001
SURVEY CODE: 500-02N-13W-0-19-240-60-0083
SURVEY CODE: 500-02N-13W-0-19-310-60-0083
SURVEY CODE: 500-02N-13W-0-19-420-60-0083