HomeMy WebLinkAboutS-1715-B MapCERTIFICATE OF OWNER
"' °x WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY
eceu we cr �+`3' THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL
¢8 PROJECT LOCATION ESTATE IN ACCORDANCE WITH TH PLAT.
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0 25' 50' "°05EF `" �ggp '- DATE Of EXECUTION a SIGNE t9p.
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SCALE: V = 50' mnrnvuc cvve."ace° °" @ ,ADDRE
GENERAL NOTES: �� s ♦a leg .2
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Y ♦♦♦ ARxAI�iSA$ SOURCE OF TITLE: INSTRUMENT No.2014062255 & 2014062260"'�
1. ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR '°,
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UTILITIES IXCEPT AS NOTED.Ell
2. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF P ` � T e ; �GI CERTIFICATE OF ENGINEERING ACCURACY
INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. e !sa % s* °^ &= 6 8 1C�� I, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT
3. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES• x y �,• G.a `"I, _ _N'* 4; ENGINEERING REQUIREMENTS OF THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN
4, ALL LOTS HAVE A 1T EASEMENT ACROSS THE FRONT ADJACENT TO THE oa �� _.g 4t fia - 90 j1p.7730 1 7A �♦ COMPLIED W ITH.
aa, V"U.E" ET Ir-.
RIGHT-OF-WAY. r `s C ♦ %
R Ail IOT�HwFS'CTDFC ff '.6`'` -- 80. 0 ` ���n'D N�1F♦ DATE OF EXECUTION SIGNED
6. LOTS # 12, 13 HAVE REAR SETBACK OF 15' AGAINST om "ids °" `p17 RAYMOND HIC EY, PROFESSIONAL ENGINEER
GREENSPACE. ```�p4�01 S TE1l�N No. 7730 ARKANSAS
7. RADII AT INTERSECTION OF STREET RIGHT OF WAY ARE 25A' STATE OF `' CERTIFICATE OF SURVEYING ACCURACY
8. TRACTS 3A, 5A, AND 6 ARE PROTECTED GREENBELT AREAS EXCEPT FOR VICINITY MAP a ARKANSAS '
ACCESS/UTILITY EASEMENTS AS NOTED 1" - 2=' = -` N0. I '=_0� 1, RAYMOND HICKEY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY
9. ALL LOTS WITHIN FLOODPLAIN TO HAVE ESTABLISHED FINISH FLOOR =�5 stcx TURF = MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN
ELEVATION V ABOVE BASE FLOOD ELEVATION - Ct OVI HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
/,nF1�o,, OAjT lA�``� REGULATIONS HAVE BEEN OMP
SOURCE OF WATER: CENTRAL ARKANSAS WATER LED WITH.
RCE OF WASTEWATER L.R, WASTEWATER UTILITY W CAP '''�'��1L LA� ``�� 5 7 / 7 NAME:
Point Table
Point #
Northing
Easting
Description
160
171116A2
1180902.80
FND"X"
161
171122.18
1180743.29
FND R4
162
171125.71
1180594.38
SET CR4
163
171599.20
1180609.09
SET PK
164
171832.25
1180616.33
SET CR4
165
172451.90
1180261.31
SET CR4
166
172446.74
118007.79
SET CR4
167
172441.31
------1.14
FND AXLE
168
172453.37
1180914.38
SET CR4
169
172429.63
094
11B3.85
SET CR4
170
171841.42
1180925.45
FIND R4
171
171331.92
1180755.84
SET PK
172
172446.02
U80923.72
SET PK
SOU SET 112 REAR 1 r77/ xx DATE OF EXECUTION.
SOURCE OF NATURAL GAS: CENTERPOINT ENERGY unn nunlx ��
SOURCE OF POWER: EIMRGY, ARKANSAS KEY,
FLOOD STATEMENT COMPUTED CORNER (NOT SET) PROFESSIONAL LAND SURVEYOR
RIGHT-OF-WAY �pr1�11�1C�u77j No. 1401 ARKANSAS 2017050182
BY GRAPHIC PLOTTING, ACCORDING TO FEMA FIRM #05119CO316G, DATED JULY6, OVERHEAD UTILITIES o SE /Sr ' CERTIFICATE OF FINAL APPROVAL 1 REcoaoea oa oe-zon 10 se sanM
Q_/'/ PRESENTED. 0809-20171047081
2015, A PQRT[ON OF THIS PROPERTY LIES IN ZONE "AE," WHICH HAS BEEN -"-"- FENCE 9 CircuNCounty Clerk
CENTRAL ''..Oa PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF In Official Records of Larry Crane
DETERMINED TO BE WITHIN A SPECIAL FLOOD HAZARD AREA.
- - ROADWAY CENTERLINE ARKANSAS = APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY pULASKi CO, AR FEE $'I5.00
BASE FLOOD ELEV FROM FIS ]LILY 6 2015 PANEL 0511C0316G POWERiUCTiT POLE ENGINEERING = EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
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(M) MEASURED ' 99 .c °� C U/T ' ` �' U 1
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(p) PER PLAT 7q px` SIGNED, L.R. PLANNING COMMISSION �"� COG`7U �I
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(D) PER DEED zCJ I % r
DATE OF EXECUTION
- - BUILDING SETBACK LINE
UTILITY EASEMENT LEGAL DESCRIPTION y' ;•4G etiP e
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A PART OF THE SOUTH HALF OF THE SOUTHWEST QUARTER, SECTION 18, T-2-N, R-13-W, LITTLE ROCK, PUlASKI COUNTY, ARKANSAS, MORE a, R7 COU 11 {
PARTICULARLY DESCRIBED AS FOLLOWS:
GREENSPACE EAST SI E OF ALL 24' ROADWAY STREETSS TO BE RESTRICTED NO PARKING 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
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 159.5710 A FOUND X" REBAR; THENCE N 88"38'31" W A DISTANCE OF 148.96' TO A SET C114; THENCE N
INTERSECTION OF PINNACLE VALLEY ROAD AND WATERSIDE 01°46'46" E A DISTANCE OF 706.88' TO A SET CR4; THENCE N Or46'42" W A DISTANCE OF 269.49' TO A POINT; THENCE N 42°58'32" W A
FDRIVE TO COMPLY WITH SIGHT DISTANCE REQUIREMENTS DISTANCE OF 272.21' TO A POINT; THENCE N 86"22'25" W A DISTANCE OF 40.00' TO A POINT; THENCE N 49°38'36" W A DISTANCE OF
APPROX FLOOD PLAIN 53.3710 A POINT; THENCE N 61*32'38" W A DISTANCE OF 53.66' TO A POINT; THENCE N 32°45'08" W A DISTANCE OF 63.54' TO A POINT;
THENCE N Ol°43'30" E A DISTANCE OF 35.05' TO A SET CR4; THENCE S 88°24'56" E A DISTANCE OF 179.7' TO A FND }" REBAR; THENCE S
87°49'5T 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 /
ISON CREEK DEVELOPMENT LLC DISTANCE OF 37.85' TO A SET CR4; THENCE S 01"473Y W A DISTANCE OF 406.26' TO A SET CR4; THENCE S 01°43'39" W A DISTANCE OF
ZONED R_2 47.07 FEET TO A FND }" REBAR; THENCE S 01'048" W A DISTANCE OF 724.88' TO THE POINT OF BEGINNING CONTAINING 11.08 ACRES
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FLOOD WAY I ' I ;rn I l,°4642-W- 6945 /
/ gg 2 1 60 0 60.0 80 0 ♦`O� N01'46'46'E - 233.1°''�.
• ni NOl 4646E 473.71
r 16 N01°48'05"E - 80.00' NO1°479TE - 59.81' NO1°4T28'E - 68.40' N00°02'42"E - 95.02'
a
cf�& NOl°4T02"E-113.8360.1 I N I 10' UTIL. EASEMENT 10' UTILITY EASEMENT
Z 15' UTIITY EASEMENT TYP. S - I o 0 8 - N8//4°5555"W - 84.22'
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rn � I LOT 12 w _ I a. o r C'
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o n o 16 I I LOT 19 FLOOR ELEv.
LOT m LOT 17 LOT 18 g
LOT 14 a, LOT 15 'ao m I MIN. FINISH 279.00
MIN. FINISH
MIN. FINISH FLOOR ELEV. FLOOR ELEV, -
p 15' UTIITY EASEMENT TYP. FLOOR ELEV. 282.75 2�.�
O 283.00 N69°OB'12"W - 37,63'
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n .• I 37 / / , - 1 I s 58.3 971 ��J4°02'20"W-19.14' ,
m 55. -J-� 26.0 L y�BhB6 SE�B 3693' 1835 569�'12"1-30.66,
-25' BLDG SETBAC 1 -r- 569°OB'IYE - U.
LOT 11 f .9 1°47'30-W - 41AS' 60 W S0104730"W - 80.05' 501°4T30'W - 80.23' S01°4T30'W - 58.82' 28 4 nn''II ROW PHASE 1 11
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Nll° 19 S
C10 2
WATERSIDE DRIVE 50' R.O.W. NO1° 4T 30"E _ _A_ _ _ - NOT° 4T 30"E -P d3
TRACT 3A NO °4T30"E-115.00' - 262.27' 0 50' R.O.W. 164.10, O 2T 29.4 46.
4bO \ 60.00' 60.80' 60.00' N01°47'30'E - 393T 2007 20.9 UTLTII' & DRAINAGE .960.41' 258 DG SETBAGK - - - EASEMENT -U' `
o ( Jro - - - - - PI STA:2+6 .27 - - - '
N LOT �f3 31� NOl°4T30"E 32.97 C 1, / 1O' UTILITY EASEMENT
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CRD LENGTH = 73.41
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CRD BRG = S23°20'28°W
A=37.4520
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BLDG SETBACK
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m 8 o o r LOT 2 0 ,' _ a C13 WATERSIDE DRIVE NOT- 02 53
r F 5 LOT 8 LOT 7 m LOT 6 �� LOT 5 LOT 4 �T 3 `$ MIN.RNISH o 4 W - - 136.78'
c / m o MIN. FINISH YM. F9JfSt7 MIN. FINISH z FLOORELEV-
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M FLOOR Env-
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11.06 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 '
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Curve Table: Alignments
Curve #
Radius
Cord Length
Chard Direction
Delta
Tan9g#
C8
75.00
50.26
556° 43' 08.D4'E
39.153
26.67
C9
75.00
58.47
549° 15'04.22"E
45.897
31.75
CIO
1SOM
35.54
1`15° 00' 42.22'W
13.607
17.90
CII
150.00
90.04
N50 39' 04.2VE
34.933
47.20
C12
150.00
36.64
N3V 11' OB.O5'E
14.029
18.46
C13
152.63
%93
N18° 31' 21.97E
37.OZ7
51.11
C14
150.00
103.11
N19° OX 17.53-E
40.206
54.90
ROW DEDICATION PINNACLE VALLEY RD
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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
FINAL PLAT
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BY: �Z" "
DATE: C %