HomeMy WebLinkAboutS-1397-B Map 1E
Future Phase of Stonecreek Addition
O N r--Privacy Fence to be built at the edge
Ln +' / of the Pennanant Drainage Easement
O /✓ No Fence or Landscaping to be done
c0 Inside of the Permanent Drainage Easement
N01 "53'34"E 130.20' Rebar 2 ✓
Fnd 3/8"
Rebar 157.18NO2°03'10"1- 409.99'
20' Perm. Drainage Easement 78.72
117.15' 50
20' Per D
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C we Data
C1l Radius
238.47'
Delta
12'36'45"
Length
52A9'
Chord
52.39'
Degree
24'01'34"
Tangent
26.35'
�) Radius
165,06'
Delta
20020'12"
Length
58.59,
Chord
58.28'
Degree
34042'44"
Tangent
29.61'
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Future Phase of Stonecreek Addition
SW Corner
E 1 /2, SE 1 /4, NE 1 /4
Section 24
T-2-N, R-14-W
- - - - - - - - - --
-
-----/-- - - m. amage Easement
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20' Perm.'D`rainage Easement ( 64.87'
80.74'
ndscape Easement
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- - - - - .- - - 15'Perm. LandscapeEasement
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Landscape asement I-
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Lot 4R
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Setback Line
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Entergy Ease.21'Lot3R
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Entergy Ease. '�O'O��M\z'j, �_ - 15' Bldg Setback Line b / s - yty - - - _ 15'Bldg Setback Lin,
21.41' 92.79' 60s;sEntergy Ease.---S27"19'15"W S01'58'09"W 46.42' 66.61'79.00'
0' Rod. N01'5 '09"E 3 S01'58'04"W S01'58'04"W SOl'58'04"W
15.1921.41'�Ui1)Clancy ourt (45 R WN23'22'57"W Nn1 58'09)N04'22'49"�'08.6��' �� O N01'58'04"E N01"58'04"L 48 N01°58'OA"C
25' Perm�Drainage Easement
15' Perm. Landscape Easement -
Lot 11R
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-Privacy Fence to be built at the edge
of the Permanent Drainage Easement 40 0 40 40
No Fence or Landscaping to be done
Inside of the Pennanant Drainage Easement -
Scate 1 feet
„- I i
N)1'37'10"E 480.85'
80.00' 72.40' 149.54'
1/8j48'
25' Perm. Drainage Easement
- - - - - - - - - - - 15' Per;n. Landscape Easement / r
- - - - - - - - - -
Lot 13R w
Lot
Lot 12R f 0 I Min.Floo, 80.5
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/ 9 / Min. Floor = 281.5 / r
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Entergy Ease.
80.00' Ente gy Ease. - -25 �' O S2j S $
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80.00' 20.85' i
S01'58'04"W S01'S8'04"W SOt'S8'04'W N23'23'02'.W
21.41 /
Clancy ('mart (45 R�W)
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6g.91 , xla' D5 - 69.17' F N01'55'04"F NO1°58
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P) � N -T - - - - - 5' bl 11 En tern% i cse v� Sr tbuck I_iYia / / Co � ,'S' B1,1 �t, r. N - - - - - -� � '3b , 'I MIn. Floor = 281.70 Q N - Cl7 - - - - - - - - - •ee /9'� �% .� 16'Bld S tb k
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Sewer
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Heatherbrae Phase 2
Vicinity Map
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Legal Description Stonecreek Addition - Phase 1
Part of the E 1, NE a of Section 24, T-2-N, R-14-W, City of Little Rock,
Pulaski County, Arkansas, more particularly described as follows:
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Beginning at the SW corner, E 2, SE 1/4; thence North 01037'10" East, a
distance of 480.85 feet; thence South 76002'30" East, a distance of 261.47
feet; thence South 59e28'24" East, a distance of 50.09 feet; thence South
00'38'44" East, a distance of 396.35 feet; thence North 89°23'27" West, a
distance of 15.27 feet; thence South 11036'43" West, a distance of 203.92
feet; thence South 80e36'58" East, a distance of 0.18 feet to the beginning of
a curve tangent to said line; thence easterly and southeasterly a distance of
58.59 feet along the curve concave to the south, having a radius of 165.06 feet
and a central angle of 20e20'12" to a point of cusp (said curve having a chord bearing
and distance of S 70°26'52" E, 58.28'); thence South 22°42'02" West, a distance of
115.89 feet; thence South 41 e37'46" East, a distance of 76.33 feet; thence South
54°47'53" West, a distance of 114.70 feet; thence South 18019'49" West, a distance
of 81.61 feet; thence South 87e37'14" West, a distance of 219.34 feet; thence North
01053'34" East, a distance of 130.20 feet; thence North
02003'10" East, a distance of 409.99 feet to the Point of Beginning.
Containing 6.582 Acres, more or less.
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•` 1r ARKANSAS
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Lot 17R/�/ /
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Min. Floor = 282.0 /
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CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, William L. Dean, 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. ����vo�o x
/Of AAUP
Date of Execution Registered Professional Engineer RE615TL1{ED
No. 4418, Arkansas PROFESSIONAL
$;YGI:VEIR
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ZZ AM V. o 418
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 have been fulfilled,
approval of this plat is hereby granted, subject to further provisions of said
rules and regulations. This certificate shall expire
Date of Execution Little Rock Planning Commission
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, Jeffrey 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
compiled with and filed for record as required.
Date of Execution Registered Professional Surveyor
Land Surveyor No. 1498, Arkansas
I have consulted FEMA Flood Insurance Maps and find that the hereon
property described is in a 100-year flood zoneper FIRM Panel 37 of 150,
Community Panel 0501810037 F, Revised Oct. 19, 2001.
Jeffrey J. West
Registered Land Surveyor
No. 1498, Arkansas
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General Notes
LEGEND
O SET MI314.W 4/2' REM i 10 W 4149B)
• m D MO.WMEMT (AS WTED)
City of Little Rock
1. BUILDING LINES AREAS NOTED:
15' FRONT BUILDING SETBACK FOR LOTS 3R-17R
15' REAR BUILDING SETBACK FOR LOTS 15R & 16R
2. ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR
UTILITIES UNLESS OTHERWISE NOTED
3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF
INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE
4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES
5. ERROR OF CLOSURE: 1:264,571
6. MINIMUM FLOOR ELEVATIONS REQUIRED FOR LOTS 14R-17R AS
INDICATED HEREON. LOMR-F'S HAVE BEEN SUBMITTED FOR EACH
LOT BY THE DEVELOPER
7. PERMENANT DRAINAGE EASEMENT AND LANDSCAPE EASEMENT
ALONG EAST PROPERTY LINE PER 404 PERMIT REQUIREMENTS
8. ALL UTILITIES, DRAINAGE, AND STREETS ARE EXISTING AND
ACCEPTED BY THE RESPECTIVE AGENCIES
9. 925 LF INTERNAL STREETS (ALL EXISTING)
10. AVERAGE LOT SIZE = 80X132
MINIMUM LOT SIZE = 80X110
11. 23 LOTS IN DEVELOPMENT, 17 IN PROPOSED REPLAT
12. NO FENCE OR LANDSCAPING INSIDE OF PERMAMANT DRAINAGE
EASEMENT.
Owner of Record:
A.S. Rosen & Associates, Inc.
Bill Bosley, Agent
9107 Rodney Parham
Little Rock, Arkansas 72203
Title Source:
Document # 2005044603
Book H, Page 345
RECEIVED
AUG u 3 Z005
BY:_-
I3�
BUT
CIVIL
DESIGN, INC
No.102
- AS ENO�; •���'.
Replat of
Lots 3R-17R
Stonecreek
Phase 1
An Addition to the City of
Little Rock, Arkansas
Revised: Aug. 02, 2005
Drawn By: J. Dreher Checked By: W.L.Dean
Designed By: J. Dreher Approved By: W.L. Dean
CIVIL DESIGN, INC.
15104 CANTRELL ROAD, LIME ROCK, ARKANSAS 72212 (501) 868-7717