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1" - 2000,
GENERAL NOTES:
1. ALL EASEMENTS SHOWN ----ARE TO BE USED FOR DRAINAGE D/OR
UTILITIES EXCEPT AS NOTED.
2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT 0
INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE.
3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES.
4. ALL LOTS HAVE A 15' EASEMENT ACROSS THE FRONT ADJACENT TO THE
STREET RIGHT-OF-WAY.
5. ALL LOTS HAVE 25' FRONT BUILDING SETBACK, EXCEPT LOTS
27.28.29.30.31.32 WHICH HAVE A 15' FRONT BUILDING SETBACK
7. ALL LOTS HAVE 5' SIDE SETBACKS
6. LOTS # 28,29,30,31,13,14,46,47,42,43 HAVE REAR SETBACK OF IV AGAINST
GREENSPACE.
7. RADII AT INTERSECTION OF STREET RIGHT OF WAY ARE 25.0'
8. TRACTS 1 AND 2 WILL BE RESERVED FOR FUTURE DEVELOPMENT AND NOT
FINAL PLATTED WITH ADJACENT EASTERN LOTS. 17-
0
9. TRACTS 3, 4, 5, AND 6 ARE PROTECTED GREENBELT AREAS EXCEPT_.�P�
ACCESS/UTILITY EASEMENTS AS NOTED z t'
10. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLO:R
ELEVATION 1' ABOVE BASE FLOOD ELEVATION: D
SOURCE OF WATER: CENTRAL ARKANSAS WATER
SOURCE OF WASTEWATER: L.R. WASTEWATER UTILITY H T
FLOOD STATEMENT \
BY GRAPHIC PLOTTING ALONE, ACCORDING TO FEMA FIRM #0501810041F, TEE
OCTOBER 19, 20013, A PORTION OF THIS PROPERTY LIES IN ZONE "AE," WHIC
HAS BEEN DETERMINED TO BE WITHIN A SPECIAL FLOOD HAZARD AREA,
•
SET 1/2" REBAR W/ CAP
O
FOUND MONUMENT
COMPUTED CORNER (NOT SET)
--
RIGHT-OF-WAY
OVERHEAD UTILITIES
-*-"-
FENCE
---
ROADWAY CENTERLINE
Lm
POWER/LIGHT POLE
g
(M)
MEASURED
(P)
PER PLAT
§
(D)
PER DEED
- - -
BUILDING SETBACK LINE
a
- - -
- UTILITY EASEMENT
s
3
GREENSPACE
a APPROX FLOOD PLAIN
Y
FLOODWAY
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A
FULFILLED, PRELIMINARY PLAT HAVE BEEN FULF , APPROVAL OF THIS PLAT IS HEREBY
PROVISIONS OF SAID RULES AND
GRANTED SUBJECT TO FURTHER
REGULATIONS. THIS CERTIFICATE SHALL EXPIRE
SIGNED,
DATE OF EXECUTION NAME,
L.R. PLANNING
COMMISSION
CERTIFICATE OF PRELIMINARY SURVEY ACCURACY
I, RAYMOND HICKEY, 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 REGISTERED PROFESSIONAL LAND
SURVEYOR
NO. 1401 ARKANSAS
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY
I, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS
OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE
BEEN COMPLIED WITH.
SIGNED,
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER
LOT 42
LOT 43
LOT 44
F�LOT 13
12
LOT 11
_FND "X"
87040'51" W
P
S UTHEAS ORNERR
SE 1/4 1/4
sF . ON 18 2-N, R-1
10
454.6'
RERVFD FOR FUTU
TRACT 1-
20' BUFFER
�OT 2
LOWE ADO]
INST. NO-2W .
LEGAL DESCRIPTION
A PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER, SECTION 18, T-2-N, R-13-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A FOUND h" REBAR CAPPED W/D, BEING THE SOUTHEAST CORNER SE '/,, SW Y4 SECTION
18, T-2-N, R-13-W; THENCE N 87'40'51" W A DISTANCE OF 331.43' TO A FOUND CHISELED "X" IN CONCRETE
SAID POINT BEING THE POINT OF BEGINNING: THENCE N 87"57'00" W A DISTANCE OF 159.57' TO A
FOUND Y2" REBAR; THENCE N 88°38'31" W A DISTANCE OF 191.83' TO A FOUND %" REBAR; THENCE N
88°54'22" W A DISTANCE OF 310.74' TO A FOUND Y2" REBAR; THENCE S88°34'23" W A DISTANCE OF 19.28'
TO A POINT; THENCE N 01'43'30" E A DISTANCE OF 1320.31' TO A POINT; THENCE S 88°24'56" E A DISTANCE
OF 186.5510 A FOUND Y2" REBAR; THENCE S 87"49'59" E A DISTANCE OF 143.46' TO FOUND AXLE; THENCE
N 87°51'49" E A DISTANCE OF 353.74' TO A FOUND 5/8" REBAR; THENCE 5 01°47'05" W A DISTANCE OF
24.38' TO A POINT; THENCE S 51'40'33" E A DISTANCE OF 12.23' TO A POINT; THENCE S 38-19'27" W A
DISTANCE OF 9.21 FEET TO A POINT; THENCE S 01-46'47"W A DISTANCE OF 427.89' TO A POINT; THENCE S
01°47'48" W A DISTANCE OF 865.38' TO THE POINT OF BEGINNING; CONTAINING 20.70 ACRES
BASE FLOOD ELEV FROM LOMR
99-06-1693P EFFECTIVE SEPT 30,1999
EAST SIDE OF ALL 24' ROADWAY STREETS IS TO BE RESTRICTED NO PARJQNG
INTERSECTION OF PINNACLE VALLEY ROAD AND WATERSIDE
DRIVE TO COMPLY WITH SIGHT DISTANCE REQUIREMETS
RAYMOND HICKEY P.E. STUB -OUT FUTURE
ACCESS POINT
Curve Table: Alignments
Curve #
Radius
Cord Length
Chord Direction
Delta
Tangent
C1
75.00
48.65
N220 42' 34.85"W
37.853
25.72
C2
75.00
7.29
NO° 59' 44.28"W
5.575
3.65
C3
150.00
54.21
S120 12' 10.69"W
20.822
27.56
C4
150.00
61.51
S100 46' 59.19"W
23.662
31.42
CS
150.00
103.11
S19° 03' 17.53"W 1
40,206
54.90
i
LOT 47
0 25,
so,
100,
SCALE 1" = 50'
LOT 14 '
LOT 15 R LOT 16 LOT 17 o LOT 18 CS
_ o
�55.7 Iz/ __z
LOT 9
wJrFRSIE)P fiiVF � j / I - 25 P_$ TYP. -1 j _/ -
8 / 19 LOT 7 19 / LOT 6 / IF / LOB` 5 19 LOT 4
HOMER & JEAN HUGHES FAMILY
REVOCABLE TRUST ZONED R2
S01043'30"W- 1,320.31'(M)
ttt
60�
Narce1
I able
Parcel
I able
Parcel
I able
Parcel #
Area
Parcel #
Area
Parcel #
Area
LOT 1
10147.49
LOT 20
9406.18
LOT 39
7198.99
LOT 2
8747.23
LOT 21
8772.06
LOT 40
7157.31
LOT 3
7743.55
LOT 22
9689.30
LOT 41
7038.62
LOT 4
7743.24
LOT 23
7199.95
LOT 42
9815.56
LOT 5
7742.94
LOT 24
7194.47
LOT 43
8856,50
LOT 6
7742.63
LOT 25
7197.97
LOT 44
8810.19
LOT 7
7716.53
LOT 26
7676.88
LOT 45
9812.05
LOT 8
767-1,84
LOT 27
8707.30
LOT 46
1 7066.05
LOT 9
7844.80
LOT 28
7610.15
LOT 47
7159.31
LOT 10
10766.04
LOT 29
9011.09
LOT 48
7200.35
LOT 11
8810.19
LOT 30
8674.43
LOT 49
9549.99
LOT 12
8856.50
LOT 31
9722.72
LOT 50
103369.23
LOT 13
9815.56
LOT 32
7532.47
TRACT 1
33127,17
LOT 14
7038.62
LOT 33
7090.97
TRACT 2
22732.33
LOT 15
7157.28
LOT 34
7346.77
TRACT 3
36429.19
LOT 16
7198.89
LOT 35
7717.20
TRACT 4
10485.75
LOT 17
9533.14
LOT 36
7 006.61
TRACT 5
42453.65
LOT 18
10714.58
LOT 37
9541.95
TRACT 6
2993.44
LOT 19
8397.72
LOT 38
9603.79
LOT 34 / IV LOT
31
LOT 30
FF ELEV 280.5 \
b
to.
6.5 l)
60.0' 64,3� 58.0' 26.1 b.b 6. A LOT 29 -
C1 i L FF WV 280
• NO3° - �
PE
LOT 28
37.7' 0
60.0' - 60.0' 46.4 z FFELEV \
�\
LOT 27
FFELEV 281.0
281.0 w 6
N LOT 25�� LOT 26 w
LOT 23 0 LOT 24 _ -
�--moo o m og FF ELEV 281.0
rn
60.0'
`'60. ` �� 10.2
98\
70.0' 19.8 30.0 19
28,1
3 7_\
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FF N 1.6 Ln
28
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LOT 19 L
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PRO SED 36' I
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)ATE1 REVISIONS
1415113 125 ACCESS EASEMENT LOTS IN NPEL00A-DE SAC
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lCT 4 DRAWN BY CS
CHECKED BY RH
LITTLE r,K PLANNING %s MISSION
APPROV D, SUBJECTTO E CON TIONS / n DATE 2013-10-07
AS NO D IN THE PLA IN 41 qI
MINA E D DAT D/ o m SCALE 1"=50'
/ PROJECT No. 2012335
DATE: V / Z I \
SHEET --
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