HomeMy WebLinkAboutZ-8194 Map 1CERTIFICATE OF PRELD41NARY PLAT 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 is 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
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, Robert D. Holloway hereby certify that this plat correctly
represents a plan made by me and that the engineering requirements .)f the
Little Rock Subdivision Rules and Regulations have been complied witn.
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 D. 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 0 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 51
WATER LINE ; Q
SEi/4, NW1/4 SECT. 19 1.5078 ACRES
"""111❖... )
NE!/4,SW1/4 SECT. 19 1.9347 ACRES
NW1/4,SE1/4 SECT. 19 2.0474 ACRES
/
R
I / I
I I
CURVE DATA
I II I I I
II I I I
I
TAG
n
I R
L
T
D
C
C1
53.26'33"
100.00
93.27
50.34
57.2965
89.93
C2
94*02'19"
120.00
196.95
128.77
47.7471
175.58
C3
09'23'48"
500.00
82.00
21.62
11.4593
81.91
C4
44'14'50"
28.00
21.62
11.38
204.6304
21.09
I I I ' I I I I 11II QUANTITATIVE DATA:
II I ' II II
II I (I 11
I I/ I II IIII
TOTAL PARCEL SIZE
5.4899 Ac
PROPOSED USAGE
SINGLE FAMILY HOUSING
RATIO OF BUILDING COVERAGE
35.0%
COMMON USABLE OPEN SPACE
0.2836 Ac
�ICI(,r II
Ilfh General Notes:
`I 1. The sourse of water is "Central Arkansas Water."
2. The sewer will be tied to the Little Rock Waste Water System.
I X. III m 3. All lot lines have a 5' Drainage and Utility Easement unless otherwise noted.
4. The total site is forested.
EX SM
/ 5. Trees and flowering shrubs will be planted in Common Open Space.
E JITT N / LOT 4
I / / q T A60N
(124 qP
N49°30'20"E
......... 1 56.71
r.... LqT 5
/ gym: I
ACCESS ROAD71,
C1
N36033' 6 / / :.f / �1 N
741i3
/
o JSIDPACE sr. '. I OT 6
32E .
/ S 14LLi
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LOT 7/
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TOTAL 5.4899 ACRES +/- / EMILLING AINi1 /. l ii t14 3u.. r mil= *Urtii;
NAIL
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LOT 10
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IIII III III I I III I I I / � 1 �Z �-
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F.BRASS CAP IN CONC.
PAGIS MONUMENT
2090-0258
SIP
LOT 16
i
LOT 15
I PHASE 3
930
R-
LOT 14
GRAPHIC SCALE 1"=50'
0 50 100
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
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VICINITY MAP
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MARCH 05, 2007 � s
ZONED R-2
(PROPOSED PRD) = 4
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LEGAL DESCRIPTION: E73 '� s
Lands lying within Section 19, Township 2 North. Range 13 West, Little Rock, Pulaski
County, Arkansas more particularly described as follows.
Beginning at the censer of Section 19 whict is also the Southwest Corner of the Secluded �) vr
Hills Addition to th City of Little Rock, Plat Book C. Page 179, records of Pulaski .�' `J
County; thence North 87 degrees 10 minutes 43 seconds East for 267.40 feet to a point `
which is the Northwest Corner of Shaker Heights Addition to the City of Little Rock, Plat
Book C. Page 993. records of Pulaski County ; thence South 01 degrees 48 minutes 44 CS seconds East for 331.52 feet to the Southwest Corner of the said Shaker Heights .I V,
Addition: thence South 87 deggrees 21 minutes 10 seconds West for 260.78 feet: thence w (�
North 03 degrees 51 ninutes 04 seconds West for 120.90 feet: thence South 87 degrees
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02 minutes 02 second. West for 420.12 feet: thence North 02 degrees 22 minutes 33
9
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 de rees 27 minutes 55 seconds East L
for 452.75 feet: thence along a 10.5131 degree curve o the left for 74.19 feet having a (�
chord bearing and distance of North 36 degrees 33 minutes 56 seconds East and 74.13
feet: thence along a 39.3196 degree 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: �� V
thence North 49 degrees 30 minutes 20 seconds East for 56.71 feet; thence leaving said
Right -of -Way South 02 deggrees 04 minutes 17 seconds East for 369.47 feet to the point �4 V
of beginning containing 5.4899 acres more or less. `d •� ppQ,�
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`�AwW_gq
EDGE OF
PAVEMENT
20'-0" PAVEMENT 2'-0'
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CLASS 3 3" ASPHALT PROFILE GRADE
c
CURB &GUTTER i WEARING SURFACE
•1 M A
3• 2% SLOPE
3: 1 M4X
N
H
.
9" CLASS 7 BASE COURSE
En
AT 100% MODIFIED PROCTOR COMPACTED SUBGRADE
~
DENSITY OVER GEOTECH AT 95% f10DIFIED PROCTOR
DENSITY.
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FABRIC
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GENERAL NOTES
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I -IN AREAS TO RECEIVE BITUINOUS PAVING, CONCRETE DRIVEWAYS.
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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).
'
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3.CRUSHED STONE- MATERIAL IN EACH COURSE SHALL BE COMPACTED
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m
TO A DENSITY OF 100% MAXIMUM (AASHTO T-191).
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4•CENTERLINE PROFILE WILL FEGUIRE HEIGHT GREATER THAN CURB FOR
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SOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE.
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THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT
OF PUBLIC WORKS.
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'-� TYPICAL STREET DETAIL
i NTS
fju ; ����� (� FLOOD STATEMENT
LAB THERE ARE NO PORTIONS OF THIS PROPERTY
WITHIN THE 100 YEAR FLOOD PLAIN AS SHOWN
ON FEMA FLODD MAP N 0501B10037F
DATED OCTOBER i9, 2001
CXA
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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