HomeMy WebLinkAboutS-1477-1 Map 1M
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9
A
100 0 100 200
scale feet
Curve Data
1 R = 75.00'
Delta = 31038109"
L = 41.4V
D = 79°23'40"
T = 21.25' I
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2 R = 75.00'
Delta = 29°59'58"
L = 39.27'
D = 76°23'40"
T = 20.10' I
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N88'48'30'W 2350.9'
- - -
Isbell Lane (Existing Private Drive)
Henson
Zoned R-2
End Ex.
Asphaslt Drive
Existing 50' Easement
Doc.# 200f0023385
Dated March 20, 2001
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, Jeffery J. West, hereby certify that this plat correctly represents a boundary survey made
or verified by me that all surveying requirements of the State of Arkansas and City of Little Rock
Subdivision Rules and Regulations have been complied with and filed for record as required.
Date of Execution
Jeffery J. West
Registered Professional
Land Surveyor No. 1498
Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, William L. Dean, hereby certify that this plat correctly represents a plot made by me,
and that the engineering requirements of the Little Rock Subdivision Rules and Regulations
have been complied with.
Date of Execution
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
William L. Dean
Registerd Professional Engineer No. 4418
Arkansas
All 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
Date
Date of Execution
Fw 1,
W
N Tract 1
^ 2.29 AC
Min Floor 264.0'
z N
z
Tract 2
Tract 3
1.36E
n Floor 2
Z_ Arkansas
River
_ - - _ -- ��o•we1Em«nera� _ l aana.�
- ioweTeMne-F.avanwr4 ��_ 3p �ae+e'uWro Ee..meM TK 1.52' \
250.76' 86.45 46 S2'
�o'no.",dunimeasx,reFw _ _ - - o N86.45 �q_ 46.µ, .
_ - - - - `n Tract 8 - Open Space For Use By Tract 5 0.4AC - -
289.10' I M 467.62' -
toned R-2 Existing SW Easement
Doe. # 200404762f
Dated April 30, 2004
To Be Transferred To County
CERTIFfCATE OF PRELIMINARY PLAT APPROVAL
Vicinity Map - Approx. 1" = 2000'
N82'40'41"E
ap
S8314'26"E N82'40' 41"E
12.15'
133.79' - j-7.g8
S149.24' "E
_-
49.2
S4011'56"E
62.83'
S53'g6'58"E
60.12' S71'56'50"E
N77'46'11'E
123.63' S793.64'7"E
3
W
67.24'
N
M Tract 4
1
11)
-���
-
o MinFloo264.0'
0
f
``9'24'37"E
315.6T
-
N
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Tract 5 (�7
S82.27'So"E
o'se..�Emn1.M
1.26 AC
r°"1B'�'
MIn FIxwr24.o'
C-4 _oi �
Future Dev lopment
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•--240.VV - - - -
,d 1lY% vw;rrR1-r enrol - - 375.='- - - -
- - - - FM1?PTpe -
- j-,w;id,.r mn," - - 148"8'30-W -692.-44f
-32.38' N88.4830 W
N88'48'30"W�-
1%fl//1' 1 z/Z - - - - - - - - - - - - -Beath
mr m
xy� 1 xy� Zoned R-2
v I s xtsting 50' Easement ortion Of Existing 50' Easement to Remain eW
1 Easement
Doc # 2004047621
i i z Two Rivers Park DatedApril
Transferred
ed B
}o Be Transferred Back to
Pulaski County
All requirements of the Pulaski County Subdivision Rules and Regulations relative to the
preparation and submittal to a preliminary plat have been fulfilled, approval of this plat
is hereby 7ranted, subject to further provisions of said rules and regulations. This
certificate' shall expire
Date I
Donna James Date of Execution
L.R. Planning Commission
Sherman Smith
Director Pulaski County
Planning Board
General Notes:
1. Boundary information taken from a boundary survey dated January 4, 2005, by Donald Brooks,
PLS #5.
2. Topographic information taken from a topographic survey dated August 19, 2004, by Donald
Brooks, PLS #5.
3. All front building setback lines are a minimum of 25 feet unless otherwise noted.
4. All easements shown to be used for utilities and/or drainage unless indicated otherwise.
5. Source of water supply: Central Arkansas Water (CAW).
6. Means of wastewater disposal: Individual Septic Systems for each lot. Septic field for Tract 5
located on Tract 8
7. Project is not inside the City of Little Rod,, city limits but does fall under the Little Rock
Extraterritorial Planning Jurisdiction.
8. As the subject property does lie in the floodway for the Arkansas River, a "No Adverse Impact"
statement and "No Rise" Certificates have been prepared by FTN Associates. This study for this
statement addresses all of the proposed improvements for this development, including structures
and roads.
9. Length of Internal Streets: 1800 LF
10. Average Lot Size: 1.56 AC
11. Basis of Bearing: Boundary Survey Dater! January 4, 2005, By Donald Brooks, PLS #5
12, Lots shall be developed with as little waste as possible
13. No existing restrictions or covenants exist.
14. Minimum finished floor elevations as sholvn
15. All residential construction must comply with FEMA regulations
16. No docks or landings on the river bank are planned
17. Error of Closure: Greater than 1:50,000
Variance/Waivers
1. Private Streets
N85'30'11"ES88.12'32"E S7.
67.27 69.60' 1 79,08 f
..----- 8p.9 S79.55'57"E
N01'11 0" _ __-100,51= S78.50'
41.13'
/ j,88 A83(LW 245.06'
Line Section 9 (\/
Tract 7 - To Be Conveyed to County
Elul Des crl Non
A part of SW a and part of the SE 4, all in Section 9, Township 2 North, Range 13 West, Pulaski County, Arkansas, lying South of
the right (south) bank of Arkansas River, more particularly described as follows:
Commence at the SW comer of said Section 9, thence S 88048'30" E, along the South line of Section 9, 2350.9 feet to the Point
of Beginning; thence N 01 °01'27" E, 379.78 feet tc the right (south) bank of Arkansas River; thence along the said right bank of
Arkansas River the following: S 75°1T12" E, 298 12 feet; S 83014'26" E, 636.22 feet; N 82°40'41" E, 120.13 feet; S 10°57'22"
E, 49.24 feet; S 40011'56" E, 62.83 feet; S 5302658" E, 66.12 feet; S 71056'50" E, 67.2 feet; N 7704611" E, 123.63 feet; S
79024'37" E, 389.30 feet; S 82`27'50" E, 168.24 feet; N 8503011" E. 67.27 feet; S 88012'32" E, 69.6 feet; S 71019'08" E, 80.97
feet; S 79"55'51" E, 100.51 feet; S 78050'24" E, 117.99 Feet to a point on the South line of Section 9; thence N 88°48'30" W,
along said South line of Section 9, 2341.6 feet to Ile Point of Beginning, containing 9.66 acres, more or less.
This property IS IN the 100 year FLOOD ZONE ADD FLOODWAY as per Panel 259 of 585 for Pulaski County, Arkansas
Community -Panel #050179 0259 E, dated Novemier 2, 1994 in Flood Zone Al2. The 100 year flood elevation is 263.
Boundary Coordinates
(D 175899.9709,1192013.4699
Q 175906.1171, 1191724.6073
Curve Data
R = 172.73'
Delta = 38°18'40"
L = 115.50'
D = 33'1016"
T = 60.00'
Owner of Record
Bottom Line, Inc.
24 Isbell Lane
Little Rock, Arkansas 72223
Developer
Bottom Line, Inc.
24 Isbell Lane
Little Rock, Arkansas 72223
Source of Title
Warranty Deed Doc # 2001023587
RECEIVED
MAY 2 5 2005
BY:
yr
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_DRAWING
rinson prelim plot
Sheet 1
Of 1
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