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g� CERTIFICATE OF OWNER Parcel Table
.1• WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY
ecm we Cr THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL Parcel # Area
ESTATE IN ACCORDANCE WITH THIS PLAT. �/ 7 LOT 1 10979.82
D Zs so' 100' � PROJECT' LOCATION ,CIGC.,I� Gf/
110"E ° DATE OF EXECUTION �SIGNE� LOT 2 7722.87
SCALE: 1" = 50' _.c_c a'va cr yt4 , .
• T�� ° NAM " LOT 3 7715.2E
GENERAL NOTES: ! • A K Z¢�
• • si�� ADDRESS
"Dw 4 �ts(��p�TEpF0,
i LOT 7715,22
1. ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR ��A1<RAIVJAS %� SOURCE OF TITLE: INSTRUMENT N0.2014062255 G h ��++� �/���� �, fi
UTILITIES EXCEPT AS NOTED. _$ .-____... ,� ',_J _ e: tOq( - "�"/ LOT 7715.18
2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF ®I'� REGI # * E CERTIFICATE OF ENGINEERING ACCURACY LOT 6 7715.14
INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. s r f"" >":a" aJ
3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. R � 'r A C'�`', 3 Z 1, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT
4, ALL LOTS HAVE A 15' EASEMENT ACROSS THE FRONT ADJACENT TO THE °E«cS n~ -$ - tl ogI'F ? ` -� ON� 7 S ENGINEERING REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN LOT 7 7746.69
STREETRIGHT-OF-WAY, all, vr_pCry " d ` � COMPLIED WITH.
°7Hw • s ° a �9� No.7730�` ( LOT 8 8026.0E
5. ALL LOTS HAVE T SIDE SETBACKS
6. LOTS # 12, 13 HAVE REAR SETBACK OF 15' AGAINST J- = ' *« % ,N D H� 4/ DATE OF EXECUTION % �/� SIGNED LOT 9 8312.22
GREENSPACE. `11111f1fifA b7j7 ' RAYMOND 4CKEY, PROFESSIONA ENGINEER
7. RADII AT INTERSECTION OF STREET RIGHT OF WAY ARE 25.0' `�� �GI S TE.. M/",/ No. 7730 ARKANSAS _ - LOT 10 8810.19
8. TRACTS 3A, 5A, AND 6 ARE PROTECTED GREENBELT AREAS EXCEPT FOR VICINITY MAP STATE OF CERTIFICATE CERTIFICATE OF SURVEYING ACCURACY
ACCESS/UTILITY EASEMENTS AS NOTED � ARICAVSAS = LOT 11 8856.50
9. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLOOR 1" - 2000' -�_ NO. 1 %S I, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY
ELEVATION 1' ABOVE BASE FLOOD ELEVATION = O- s1GN nmE �••= MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CO RRECTLY SHOWN LOT 12 9815.5E
��? �` HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND LOT 13 7038.62
SOURCE OF WATER: CENTRAL ARKANSAS WATER v' ;
SOURCE OF WASTEWATER: L.R. WASTEWATER UTILITYLEGEND %J/'',, OND �� REGULATIONS HAVE BEEN COMPLIED WITH.
SOURCE OF NATURAL GAS: CENTERPOINT ENERGY • SET 112" REBAR W/CAP �'''o�ILILIAj1,0``DATE of EXECUTION: NAME: LOT 14 7157.28
SOURCE OF POWER: ENTERGY, ARKANSAS O FOUND MONUMENT
RAYMO D CKEY,
Parcel Table
_..
Area
LOT 15
7198.89
LOT 16
9485.07
LOT 17
9479.68
LOT 18
1188.72
LOT 19
7610.42
LOT 20
8719.26
LOT 49
152936.00
ROW PHASE 1
70496.14
TRACT 3A
18069.93
TRACT 5A
25576.70
TRACT 6
37795.49
TRACT 7
3736.94
TRACT 8
8571.98
Point Table
Northing
EastinJSEr
171116.42
1180902171122.18
rpoInt
1180743171125.71
1180594
171599.20
1180609.
164
171832.25
1180616.33
SET CR4
165
172451.90
1180261.31
SET CR4
166
172446.74
11B0447.79
END R4
167
172441.31
1180591.14
FND AXLE
168
172453.37
1180914.38
SET CR4
169
172429.63
118094185
SET CR4
170
171841.42
1180925.45
FIND R4
171
171331.92
1180755.84
SET PK
172
172446.02
1180923.72
SEr PK
FLOOD STATEMENT 0 COMPUTED CORNER (NOT SET) PROFESSIONAL LAND SURVEYOR N�II�III�INIUII���IIIIHI 2017052597
RIGHT-OF-WAY uuu/„ No.1403ARKANSAS F a ",
BY GRAPHIC PLOTTING, ACCORDING TO FEMA FIRM #0511900316G, DATED JULY OVERHEAD UTILITIES o`O1lE REG/ '''., ,. �ZN- C/j�l,, PNeseNreo o�„-za,7 oz z+ PM Recoaoeo oa, -zon oz se sz PM
6, 2015, AND FEMA FIRM #05119C0312G, DATED JULY 6, 2015, A PORTION OF o STD CERTIFICATE OF FINAL APPROVAL p i 1 '_ In Official Records or La Y Crane CircuNCounty Clerk
THIS PROPERTY LIES IN ZONE "AE," WHICH HAS BEEN DETERMINED TO BE WITHIN -"- - FENCE i PURSUANT TO THE LITTLE ROCK SUBDIVISION - " O -
�- ";c G = PULASKI CO. AR FEP $15.00
_ CENTRAL -O = JBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF -`� .yP-��'••�-lP• A-
A SPECIAL FLOOD HAZARD AREA. _ _ = z c - b- -
ROADWAY CENTERUNE = ARKANSAS c APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY=-
.�
'. ENGINEERING i S EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
BASE FLOOD ELEV FROM FIs IULY 6 2015 STUDY 05119CV002A rn POWER/LIGHT POLE #269
(M) MEASURED
(P) PER PLAT g4AS ' ,l ,,,,, <"<
' g2//11111+11111p` SIGNED, L.R. PLANNING COMMISSION may.. ✓ 2 5-7
DATE OF EXECUTION (p
(D) PER DEED l 1 4 [) � J M 2-n/ �D 5
- - - BUILDING SETBACK LINE
- - - - - UTILITY EASEMENT 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:
GREENSPACE COMMENCING AT A FOUND A" REBAR CAPPED W/D, BEING THE SOUTHEAST CORNER SE X, SW Y" SECTION 18, T-2-N, R-13-W; THENCE N
EAST SIDE OF ALL 24' ROADWAY STREETS IS TO BE RESTRICTED NO PARKING 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 Y:" REBAR; THENCE N 88`38'31" W A DISTANCE OF 148.96' TO A SETCR4; THENCE N
INTERSECTION OF PINNACLE VALLEY ROAD AND WATERSIDE 01°46'46" E A DISTANCE OF 473.7110 A SET PK/SHINER1401; THENCE N01°46'46"E A DISTANCE OF 233.16' TO A SET CR4;THENCE N
APPROX FLOOD PLAIN DRIVE TO COMPLY WITH SIGHT DISTANCE REQUIREMENTS 01'46'42' W A DISTANCE OF 269.49' TO A POINT; THENCE N 42.58'32" W A DISTANCE OF 272.21' TO A POINT; THENCEN 86°22'25" W A
DISTANCE OF 40.00' TO A POINT; THENCE N 49"38'36" W A DISTANCE OF 53.3T TO A POINT; THENCE N 61^32'38" W ADISTANCE OF 53.66'
TO A POINT; THENCE N 32°45'08" W A DISTANCE OF 63.54' TO A POINT; THENCE N 01°43'30" E A DISTANCE OF 35.0570 A SET CR4;
THENCE S 88"24'56^ E A DISTANCE OF 186.55' TO A FND t" REBAR; THENCE S 87"49'5T E A DISTANCE OF 143.46' TO FOUND AXLE; THENCE
ISON CREEK DEVELOPMENT LLC N 87°51'49" E A DISTANCE OF 323.46' TO A SET CR4; THENCE S 51"08'37" E A DISTANCE OF 37.85' TO A SET CR4; THENCE S 01°47'32" W A
FLOODWAY ZONED R-2 DISTANCE OF 588.49' TO FOUND R4; THENCE S 01'47'32" W A DISTANCE OF 725.30' TO THE POINT OF BEGINNING CCNTAINING 11.08
ACRES MORE OR LESS.
60.0 80.0 NOl°46'42
' 4'j6j N01°4646"E - 473.71' I ti01'46'46-E - 233.16' &
1 m _
a OCX-A
Z 1nn,, N01047'02"E-113.83' N01°48'05-E - 80.00, N0104737"E - 59.81' N0104728"E - 68.40' N00°02'42''_9
5.02'
D 15' UTIITY EASEMENT TYP. I -
_ 10' UTIL. EASEMENT
'TJ ZI pZppp I 1 S g O N I g moo^
�° LOT 12 d w m 7i I I w I O N I w
z O
v i LOT 13 v N m m R
v
Z �- �, LOi 14 m LOT 15 LOT 16 o I LOT 20
MIN FINISH
m N �. y�j I LOT 17 LOT 18 g LOT 19 FLOOR /
O C �O O r -� Z O MIN. FINISH
07 m o �19e I I MI" FINISH MIN. FINISH 279.00
15'UTIITY EASEMENT TYP. FLG•,R ELEv FLOOR ELEV. FLOOR ELEV. '
=3300 282»
INN,
R=20.0' TYP. - I -
e" I SS.I 1 i 58.3
1
LOT 11 / - -25' BLDG SETBAC 2 I �L - - - R9-BLBG S� i 3693 18.35 47.1
/ r69 104T30"W - 43.65' 60-W ° ° S01 4T30"W - 80.05' S01 4/'30"W - 80.23' SO1°9T30"W - 58.82' 28.4
~ � ROW PHASE ICll
-
B TRACT 3A ;,; I WATERSIDE DRIVE 50' R.O.W. NOT° 47' 30"E N1 M ns ro. , ro Nil
No°4T38^E-115.00'_ _ _ _ _ _A _ _ _NOT 4T30"E C10 _�/5527'
a? 262.27' 50' R.O.W. 164.10' 0 29.4 4
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\, , a i 55.2T `- 69 I .j h L=74.735,R=114.333
11 \ 9 60.41' 60.00' 60,00' 60.00' N01°4T30°E - 39.3T 20 7 20.9 N23°OT00"E - 11.62' , \ CRD LENGTH = 73.41 I
LOT 10 �� tib 25' BLDG SETBACK �•�' -1 A E DRAINAG o- 1. \\ CRD BRIG = S23'20'28'W
� �O . - EASEMENT ITS. ^ 2 ` %D
a StiS� <!3 11> N01047'30"E - 32.97' - - - PI STA:2+6 .27 - - - - - - �'� • 47p� �o3f \=37.4520
OR : T71 m �z3 N3j° 1 - 25' BLDG SETBACK
FASTING 1 80,764.04 10' UTILITY EASEMENT ' I , �C 82.261 if27.631
�� 'S ^� -+ / ^• _ .' S I O F sol°48'02"W1f4.13` -
a O• 0 m a O I•-6RDtENGT1# = 8034 --
��e^;3 N r LOT 1� p CRD BRIG= N18°34'20"E 1zo.4I' f 68,9
/ LOT 8 LOT 7 ry LOT 6 LOT 5 LOT 4 LOT 3 e° 3 LOT 2 a � 6 s0 Cl ° N390 09' 28"E
MIN. FINISH '-�' MIN. FINISH , �• fg
�"+ w MIN. FINISH s MIN. FINISH FLOOR ELEV MIN. FINISH MIN. FINISH .^.: MiN. FINISH z FLOOR ELEV Uj , LCr ��
LOT 9 FLOOR ELEV - FLOOR ELEV / _ +WATERSIDE DRNE NO1106'783 W _ _ _ 6.59',
y� 286.50 286 30 286.30 FLOOR ELEV. ROOK HEY. •a� FLOOR ELEV \4
286-10 28650 z 286.00
TRACT 8
501047'32W 78.62' 9j h / ti 137.W 83 9
CD 25' BLDG SETB K i� // a SW 37•E-3735
�46.12'T�., .. � 120.11' S2.�' 67.09' 60.00' 60.00' 60.00' 60.00' �J- 60.00' 55.60' 99°0428'W 6.58'
LOT 1 #
l SOS°4T32"W-725.30' '�/''� � /// LOWEADDITI Sol°4T32"W-588.49' ROW DEDICATION PINNACLE VALLEYRD
s� �41 // INST. NO
F
� ~ . . . . . .'Lj� � � � 4,' / 48" RAW WATER LINE
POS FND "X„ LOT 2
LOWE ADDITION � /
/ 72" RAW WATER LINE
POC INST. NO 2009050255 /
SOUTHEAST CORNER 4 /
SE 1/4 SW 1/4 /
SECTION 18 T-2-N, R-13-W
5
55 l2
11.08 AC SE SW SEC 18, T-2-N, R-13-W /
LOTS 1-20 AND 49
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STATE CODE 500-02N-13W-0-18-320-60-1401 TRACTS 3A, 5A, 6, 7, 8, DEDICATED ROW �'
Curve Table: Alignments
Curve #
Radius
Cord Length
Chad Direction
Delta
Tangent
C8
75.00
50.26
SW 4T 08.04'E
39.153
26.67
C5
75.00
58.47
S490 15' O4.22•E
45.887
31.75
C10
150.00
35.54
N50 00' 42.22°W
L3.607
17.90
C11
150.00
90.04
N5° 3904.20"E
34.933
4720
C12
150.00
36,64
N300 Il' O8.M
14.029
18.46
C13
152.63
96.93
N18° 31' 21.97-E
37.027
51.11
C14
150.00
103.11
NI9° 03' 17.53"E
40.206
54.90
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DRAWN BY ZR
CHECKED BY RH
DESIGNED BY RH
DATE 2017-07-25
SCALE 1" = 50'
PROJECT NO. 2012335
SHEET FP 1.0
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