HomeMy WebLinkAboutS-1509-A Map 1OWNER/DEVELOPER: N AND G CONSTRUCTION. INC.
P.O. BOX 1178
CONWAY, AR 72033
SOURCE OF TITLE: INSTRUMENT # 2003047684
PULASKI, COUNTY
GENERAL NOTES:
1. Internal Streets: 3594.90 Linear Feet
2. Average Lot Size: 0.28 Acres
3. Minimum Lot Size: 0.19 Acres
4. Number of Lots: 80
5. Source of Water: Central Arkansas Water
6. Open Space: 1.14 Acres
7. Means of Wastewater Disposal: Little Rock
Wastewater Utility
8. This property is within the City Limits of
Little Rock, Arkansas. Zoning for the
property is R-2.
COMPUTFn
POINT
NW CO
N1/2,
SECTIC
T-1-S
(CENT]
BOUI
SUBI
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
LINE
I BEARING
1 DISTANCE
L1
I N 87'10'55- W
15.05'
L2
I N 88'07'55- W
14.26'
DATE OF SURVEY: 11-13-05
VALLEY SPRINGS
SUBDIVISION
A PART OF THE N1/2,
N1/2, SE1/4
SECTION 1, T-1—S,
R-13—W
PULASKI COUNTY, ARKANSAS
CERTIFICATE OF PRELIMINARY
SURVEYING ACCURACY
9. Monuments were accepted after being
checked with existing monuments in the area
and according to previously filed survey plats
I, Jeff West, RPLS, hereby certify that this plat correctly
of this area.
represents a boundary survey made or verified by
me that all
surveying requirements of the State of Arkansas and City of
10. A 1/2" iron pin and identification cap
Little Rock Subdivision Rules and Regulations have
been complied
#1498, will represent all lot corners and
with and filed for record as required.
q
points along any curves.
11. The bearing and distances shown on curves
Signed:
are the chord bearings and distances.
Date of
cution: April 18, 2008
Name Registered Professional
12. A portion of this property in the
Land Surveyor: Jeff West. RPLS
shown
year flood plain noted as Zone AE, as shown
No.—i$3 Arkansas
on Flood Insurance Rate Map, Panel Number
— --,
050181011 F, Map Revised October 19, 2001.
CERTIFICATE OF PRELIMINARY
ENGINEERING ACCURACY
I, Justin Magic. P.E. hereby certify that this plat correctly
represents a plat made by me, and that the engineering requirements
of the Little Rock Subdivision Rules and Regulations have been
complied h.
Signed:
concrete monument; thence S 88"07'55" E a distance of 975.51' (deeded 975.0') to a
concrete monument; thence S 87"10'55" E a distance of 192.20'; thence S 02"52'05" W
a distance of 188.00'; thence S 87"18'55" E a distance of 227.10'; thence S 89013'44" E
a distance of 262.20' to the right-of-way of Geyer Springs Road; thence along said
right-of-way S 02"43'56, W a distance of 62.40' to a point; thence with a curve
turning to the right with an are length of 38.49', with a radius of 25.00', with a
chord bearing of S 46047'26" W, with a chord length of 34.80' to a point, thence S
89009'04" E a distance of 10.00' to a point; thence with a curve turning to the left
with an arc length of 15.29', with a radius of 25.00', with a chord bearing of N
73"22'42" E, with a chord length of 15.05' to a point, thence S 02"43'56" W a
distance of 70.06' to a point; thence with a curve turning to the left with an are
length of 16.89', with a radius of 25.00', with a chord bearing of N 69044'29" W, with
a chord length of 16.57' to a point, thence N 89"09'04" W a distance of 10.00' to a
point; thence with a curve turning to the right with an arc length of 40.05', with a
radius of 25.00', with a chord bearing of S 43012'34" E, with a chord length of 35.90'
to a point, thence S 02043'56" W a distance of 182.30' to a point; thence leaving
said right -of way N 88"02'10" W a distance of 140.00' to a found 1/2" rebar; thence S
02'25'50" V a distance of 124.13' to a found 1/2" rebar (deeded 1250); thence N
87'53'59" T a distance of 1785.72' tot a found 1/2" rebar (deeded 1785.00'); thence
N 02009'01" E a distance of 451.00' to a found 1/2" rebar (deeded 450.00'; thence N
63017'23" N a distance of 419.00'; thence with a curve turning to the left with an
are length of 176.73', with a radius of 402.00', with a chord bearing of N 75030'48" W,
with a chord length of 175.31' to a found 1/2" rebar which is the point of beginning,
containing 28.00 acres
BASIS Of BEARING ARE FROM
G.P.S. OBSERVATIONS, ARKANSAS
STATE P'.ANE COORD. SYSTEM
(NAD83) NORTH ZONE.
0' 1C0' 200' 300'
CERTIFICATE OF OWNER
Date: I/ If,-0�
Signature: (V °IG
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
All requirements of the Little Rock Subdivision Rules and
Regulations relative to the preparation and submittal to a
preliminary plat having been fulfilled, approval of this plat
is hereby granted, subject to further provisions of said
rules and regulations. This certificate shall expire
Date
Signed,
Date of Execution:
LEGEND
O SET 1/2" REBAR & LD CAP
• FOUND MONUMENT (AS NOTED)
■ FOUND CONCRETE MONUMENT
COMPUTED POINT
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TRENTON LANE
LIBERTY COVE
VALE CUTOFF ROAD
VICINITY MAP
SCALE: NT3
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ON
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CULVERT
WEST LAND SURVEYING
420A HWY 287 VILONIA, AR 72173
501-849-2859 501-733-2144
LITTLE ROCK PLANNING COMMISSION
PR VE , SUBJECT TO THE CONDITIONS
AS NOTED IN THE PLANNING QUA SS ON
A91 RECORD DATED ( l(•
_ DATE)
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DRAWN BY:1 A
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REVIEWED BY:
JM
APPROVED BY:
JM
SCALE:
1 =100,
DATE:
APR 2008
PROJECT NO.
05-003
SHEET NO.
1 OF 1
C:\PROJECTS\Inactive Jobs\2005\05-003(VALLEY SPRINGS)\dwgs\Prelim\PLAT.dwg, 4/18/2008 12:29:12 PM