HomeMy WebLinkAboutS-1715-A Map 30 25' 50' 100,
SCALE: Y = 50'
GENERAL NOTES:
1. ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR
UTILITIES EXCEPT AS NOTED.
2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF
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.
S. ALL LOTS HAVE T SIDE SETBACKS
6. LOTS # 12, 13 HAVE REAR SETBACK OF 15' AGAINST
GREENSPACE.
7. RADII AT INTERSECTION OF STREET RIGHT OF WAY ARE 25.0'
8. TRACTS 3A, 5A, AND 6 ARE PROTECTED GREENBELT AREAS EXCEPT FOR
ACCESS/UTILITY EASEMENTS AS NOTED
9. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLOOR
ELEVATION P ABOVE BASE ROOD ELEVATION
SOURCE OF WATER: CENTRAL ARKANSAS WATER
SOURCE OF WASTEWATER: L.R. WASTEWATER UTILITY
SOURCE OF NATURAL GAS: CENTERPOINT ENERGY
SOURCE OF POWER: ENTERGY, ARKANSAS
FLOOD STATEMENT
BY GRAPHIC PLOTTING, ACCORDING TO FEMA FIRM #05119CO316G, DATED JULY
6, 2015, AND FEMA FIRM #0511900312G, DATED JULY 6, 2015, A PORTION OF
THIS PROPERTY LIES IN ZONE "AE," WHICH HAS BEEN DETERMINED TO BE WITHIN
A SPECIAL FLOOD HAZARD AREA.
BASE FLOOD ELEV FROM FIS JULY 6, 2015 STUDY 05119CV002A
GREENSPACE
APPROX FLOOD PLAIN
FLOODWAY
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VICINITY
VICINITY MAP
1" - 2000'
• SET 1/2" REBAR W/ CAP
O
FOUND MONUMENT
0
COMPUTED CORNER (NOT SET)
RIGHT-OF-WAY
OVERHEAD UTILITIES
-x- -
FENCE
ROADWAY CENTERLINE
- - -
US I
POWER/11GHT POLE
(M)
MEASURED
(P)
PER PLAT
(D)
PER DEED
- - -
BUILDING SETBACK LINE
- - - -
- UTILITY EASEMENT
`.11r1•."L 1 c WE vwmcn parcel Table Parcel Table
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HERESYCERTIFY
THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL PdfCOI #
PROJECT LOCATION ESTATE IN ACCORDANCE WITH THIS PLAT- LOT 1 10979.82 LOT 15 7198.89
DATE OF EXECUTION Of
A SIGN E� LOT 2 7722.87 LOT 16 9485.07
"7T" NAM "
�
�
Q Z� LOT 3 7715.26 LOT 17 9479.68
tl STATE pF �� ADDRESS /-V/•,4'X `�
�LOT 4 7715.22 LOT 18 7188.72
ARZARSAS SOURCE OF TITLE: INSTRUMENT Ne.2014062255 p /
* * t �/� • LOT 5 7715.18 LOT 19 7610.42
REGl ��.E`,�jl]'t,.j CERTIFICATE OF ENGINEERING ACCURACY LOT 6 7715.14 LOT 20 8719.26
F V I, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT
=� o r}�N�jSq ENGINEERING REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN LOT 7 7746.69 LOT 49 152936.00
yO N0.773011JJ �I COMPLIED WITH.
C _ ( LOT 8 8026.06 ROW PHASE 1 70496.14
14OnrD N� L 1, sit
DATE OF EXECUTION SIGNED
""'IfLfMA RAYMANDCKEY, PROFESSIONA ENGINEER LOT 8312.22 TRACT 3A 18069.93
°�tiG1,S TER No.
No. 7730 ARKANSAS
-- - - LOT 10 8810.19 TRACT 5A 25576.70
STATE OF'•,,, CERTIFICATE OF SURVEYING ACCURACY
ARKANSAS LOT 11 9856.50 TRACT 6 37795.49
b; NO 1 =GG'
Pant Table
Point #
Northing
Easting
Description
160
171116.42
11OM2.80
END "X"
161
171122.18
1180743,29
END R4
162
171125.71
1180594,38
SEE CR4
163
171599.20
1180609.09
SET PK
164
171832.25
1180616.33
SEE CR4
165
172451.90
1180261.31
SET CR4
166
172446.74
1180447.79
END R4
167
172441.31
1180591.14
END AXLE
168
172453.37
1180914.38
SET CR4
169
1724203
1180943.85
SET CR4
170
171841.42
1180925.45
FIND R4
171
171331.92
1180755.84
SET PK
172
172446.02
1180923.72
SET PK
- 1, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY
-� 71 slcx TURE -y 2 MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN LOT 12 9615.56 TRACT 7 3736.94
? = 1 7- 20W, Q HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND C REGULATIONS HAVE BEEN COMPLIED WITH. LOT 13 7038.62 TRACT 8 8571.98
ONDMMW:
,'9L I,p.O�0` DATE OF EXECUTION: NAME: LOT 14 715718
'"nnnunll���� � ,
RAYMO D CKEY, npwI1
PROFESSIONAL LAND SURVEYOR 1#1��I1N■L�{I� 2017052597
No. 1401 ARKANSAS �F C1RC2i�'' PRESENTED W172017021TVPM RECORDED 17-2017023857PM
�J� ��.••... �ST ''i, CERTIFICATE OF FINAL APPROVAL
In Official Records of Larry Crane Circuit/County Clerk
CENTRAL �0�= PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS Of __� ��+�'"•`•�-'rrN. _ PULASKI CO, AR FEE $15.00
ARICArisAs ' Z = APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY
ENGINEERING _ EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
EAST SIDE OF ALL 24' ROADWAY STREETS IS TO BE RESTRICTED NO PARKING
INTERSECTION OF PINNACLE VALLEY ROAD AND WATERSIDE
DRIVE TO COMPLY WITH SIGHT DISTANCE REQUIREMENTS
LOT 11 /
ti
I"E-115,00' I
w
LOT 10
j/ i
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Sf11°4TT7"W - 7R AT
ISOM CREEK DEVELOPMENT LLC
ZONED R-2
"zfr4lu11L�Tp` SIGNED, l I ^ L.R. PLANNING COMMISSION '
DATE OF EXECUTION 1
�/ �O ✓ Z SCE
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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 X" REBAR CAPPED W/D, BEING THE SOUTHEAST CORNER SE X, SW % SECTION 18, T-2-N, R-13-W; THENCE N
87°40'51" W A DISTANCE OF 331.43' TO A FOUND CHISELED '7 IN CONCRETE SAID POINT BEING THE POINT OF BEGINNING: THENCE N
87'57'00" W A DISTANCE OF 159.57' TO A FOUND X" REBAR; THENCE N 88°38'31" W A DISTANCE OF 148.96' TO A SET CR4; THENCE N
/
01°46'46" E A DISTANCE OF 473.71' TO A SET PK/SHINER1401; THENCE NO1°46'46"E A DISTANCE OF 233.16' TO A SET CR4;THENCE N
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; THENCE N 86.2Y25" 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" WA DISTANCE 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 35.05' TO A SET CR4;
THENCE S 88°24'56" E A DISTANCE OF 186.55' TO A FND }" REBAR; THENCE S 87°49'59" E A DISTANCE OF 143.46' TO FOUND AXLE; THENCE
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 5 01"47'32" W A
DISTANCE OF 588.49' TO FOUND R4; THENCE S 01°47'32" W A DISTANCE OF 725.30' TO THE POINT OF BEGINNING CONTAINING 11.08
/
ACRES MORE OR LESS.
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NOl°4646"E-233.16'
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N01°48'O5"E - 80 00,
NO1°4737"E - 59 81'
N0104T28'E - 68 40' N00°02'42°E - 95.02'
-
15' UTIITY EASEMENT TYP. I I o I 10' UTIL. EASEMENT 10' UTILITY EASEMENT
N84°5555°W - &1.22'
LOT 13
LOT 14 LOT 15 LOT 16 I o I LOT 17 LOT 20 / h TRACT 5A
iio I rn LOT 18 g LOT 19 MIN. FINISH y ,
FLOOR 00 ,
15' UTIITY EASEMENT TYP. I I MIN. FINISH FLOOR ELEV. FL�IOORN. IELEV. FNISH LOOR ELEV. IN. FINISH 279.00
R=20.0' P. 283 sD 282,75 282.00
55, 7 - (( I L � ' - .3 - / 524°02'20"W 19:14'
25'BLDG SETBACK 58.3 / N69°OB'12"1N-37.63' / /�
/69 1°4730"W-43.65 60.00' SO104730"W-80,05'
SD
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262.27' - -v -
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LOT 9
26.0
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60.41'
_ _ _
32.97
LOGO'
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60.00'
- - -
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PI STA:2+6
OR
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1,
60.00'
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FLOOR ELEV.
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MIN. FINISH
MIN. FINISH
•.
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z
MIN. FINISH
FLOOR ELEV.
2W50
286.30
286.30
FLOOR ELEV.
FLOOR ELFV.
285 50
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FLOOR ELEV.
283.00
286.70
z
285.00
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52.80'
fi0.00'
60.00'
60.00'
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/ 10' UTILITY EASEMENT
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- POB FND "X"
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POC INST. NO 2009050255 72" RAW WATER LINE
SOUTHEAST CORNER 4 '
SE 1/4 SW 1/4 /
SECTION 18 T-2-N, R-13-W 41
41
Sp.
SIX
11.OBFC SE SW SEC 18, T-2-N, R-13-W F
LOTS 1-20, AND 49
STATE [)ODE 500-02N-13W-0-18-320{0-1401 TRACTS 3A, 5A, 6, 7, 8, DEDICATED ROW
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L=74.735, R=114.333
CRD LENGTH = 73.41
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CRD BRG = S23°20-28"W
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N390 09'
WATERSIDEDRIVE NO' 02' S3"W
- �- 136.78'
�9
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ROW DEDICATION PINNACLE VALLEY RD
Curve Table: Alignments
Curve #
Radius
Cord Length
Chord Direction
Delta
Tangent
co
75.00
50.26
5560 43' 08.04"E
39.153
26.67
C9
75.00
58.47
S490 IS O4.22"E
45.887
31,75
CIO
150.00
35.54
NSA W 42.22 W
13.607
17.90
C11
ISOM
90.04
N5° 39' 04.20"E
34.933
47.20
C12
150.00
M.64
N30° 11' O8.OSE
14.029
18.46
CA
152.63
96.93
N18° 31' 21.97"E
37.027
51.11
C14
150.00
103.11
N19° OT 17.53"E
40.206
54.90
°
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DRAWN BY
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CHECKED BY
RH
>
DESIGNED BY
RH
DATE
2017-07-25
SCALE
1" = 50'
PROJECT NO.
2012335
SHEET
FP 1.0