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VICINITY MAP
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 T SIDE SETBACKS
6. LOTS # 28,29,30,31,13,14,46,47,42,43 HAVE REAR SETBACK OF IT AGAINST
GREENSPACE.
7. RADII AT INTERSECTION OF STREET RIGHT OF WAY ARE 25.0' ---�
8. TRACTS I AND 2 WILL BE RESERVED FOR FUTURE DEVELOPMENT AND NOT
FINAL PLATTED WITH ADJACENT EASTERN LOTS. r
9. TRACTS 3, 4, 5, AND 6 ARE PROTECTED GREENBELT AREAS EXCEPO
ACCESS/UTILITY EASEMENTS AS NOTED z I
10. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLO(j� z
ELEVATION V ABOVE BASE FLOOD ELEVATION:
SOURCE OF WATER: CENTRAL ARKANSAS WATER m
r
SOURCE OF WASTEWATER: L.R. WASTEWATER UTILI Y m „
n
0
FLOOD STATEMENT \
BY GRAPHIC PLOTTING ALONE, ACCORDING TO FEMA FIRM #05018100411',
OCTOBER 19, 20013, A PORTION OF THIS PROPERTY LIES IN ZONE "AE," WI
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
-=-x- FENCE
--- ROADWAY CENTERLINE
(Urn POWER/LIGHT POLE
(M) MEASURED
(P) PER PLAT
(D) PER DEED
- - - BUILDING SETBACK LINE
3
- - - - UTILITY EASEMENT
r
a GREENSPACE
Lxx///
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1 APPROX FLOOD PLAIN
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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
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
NO. 7730 ARKANSAS
454.6'
R WED FOR FUTU
LOT 42
LOT 43
LOT 44
F
_�'LOT 13
12
11
__FND "X"
87040'S1" W
-PQC-
S6UTHEAS ORNER
SE 1/4 1/4
SE ON 18 2-N, R-
10
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''/:" REBAR CAPPED W/D, BEING THE SOUTHEAST CORNER SE Y.., SW Y, SECTION
18, T-2-N, R-13-W; THENCE N 87'40'51" W A DISTANCE OF 331AT 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 B" 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''/:" 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 186.55' TO A FOUND M" 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 S 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 PARKING
INTERSECTION OF PINNACLE VALLEY ROAD AND WATERSIDE
TO COMPLY WITH SIGHT DISTANCE RE UIREMETS
0
RAYMOND HICKEY P.E. STUB -OUT FUTURE
ACCESS POINT
✓ELOPMEAIT
m
LOT 41
LOT 40 LOT
p ti 1.6
l69
041 60.
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ns
LOT 47-
LOT 46
Gil
LOT
M
Curve Table: Alignments
Curve #
Radius
Direction
Dena
Tangent
Cl
75.00°
42' 34.85"W
37.853
25.72
C2
75.00
tLengthDrd
59' 44.28"W
5.575
3.65
C3
150.0012'
10.69"W
20.822
27.56
C4
150.000
46'59.19"W
23.662
31.42
CS
150.00
03' 17.53'W
40.206
54.90
LOT 14
LOT 15 LOT 16 LOT 17 o LOT
+ o
55, 7
IUS P.
✓6 16 43.7 60.0' 8.0'
25' TYP.
•9 43.6' 60.0' 60.2' 60.2' 60.2' `
55 s
LOT 8 LOT 7 LOT 6 9 L 5 LOT 4
LOT 9
92.3'
OT 2
LOWE ADD
INST. 9050 5
Parcel d
I Area
Parcel #
Area
Parcet „
I 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
o is' so' 100,
HOMER & JEAN HUGHES FAMILY
REVOCABLE TRUST ZONED R2
S01°43'30"W- 1,320.31'(M)
LOT 8
7674.84
LOT 27 8707.30
LOT 28 7610.15
LOT 29 9011.09
LOT 30 8674.43
LOT 31 9722.72
LOT 32 7532.47
LOT 33 7090.97
LOT 34 7346,77
LOT 35 7717.20
LOT 36 7206.61
LOT 37 9541.95
LOT 38 9603.79
LOT 46
7066,05
LOT 9
7844.80
LOT 47
7159.31
LOT 10
10766.04
LOT 48
7200.35
LOT 11
8810.19
LOT 49
9549.99
LOT 12
8856.50
LOT 50
103369.23
LOT 13
9815.56
TRACT 1
33127.17
LOT 14
7038.62
TRACT 2
22732.33
LOT 15
7157.28
TRACT 3
36429.19
LOT 16
7198.89
TRACT 4
10485.75
LOT 17
9533.14
TRACT 5
42453.65
LOT 18
10714.58
TRACT 6
2993.44
LOT 19
8397.72
�317.5' 63.T 110.5'
RESERVETRACT D dot
2 /w LOT 31
LOT
10
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LOT
1
113'
LOT S0 \ s
FF ELEV 280.5 \
LOT
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LOT 28
otiti
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FFELEV
LOT 27
FFELEV 281.0
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LOT 26
/FF
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ELEV 281.0-
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FF ELEV 282.0
LEV280
L LOT 1
- TRACT 6
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68.0 47.8' 22.0' 2471,
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DATE REVISIONS
1415/13 25 ACCESS EASEMOIr LOTS MNPELOCK-DE-SAC
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