HomeMy WebLinkAboutS-0660-A Map• ••1//11111/NI//// T' - PpIS TEA I I $ I 1
g z, I POC, NE CORNER, SW 1/4 SE 1/4
CERTIFICATE OF FINAL SURVEYING ACCURACY
I, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary survey made or verified by m
all monuments required actually exist and are correctly shown hereon and that II surveying requirements of
the Little Rock Subdivision Rules and Regulations have een complied with.
Date of execution III an A. Tinnel
Registered Professional Land
Surveyor No. 1438
CERTIFICATE OF FINAL ENGINEERING ACCURACY
I, Dan Beranek, hereby certify that this plat correctly represents a plan made by me, and that the
engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with.
Date of ex cution Daniel -Beranek
Registered Engineer
No. 12713, Arkansas
CERTIFICATE OF FINAL APPROVAL
Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having
been completed, this document is hereby accepted. This certificate is hereby executed under the authority
of said rules and regulations.
CERTIFICATE OF RECORDING
This document, number
in plat book , page
Signed,
Signed,
Little Rock Planning
Commission
filed for record
20,
CERTIFICATE OF OWNER
We, the undersiggned, owners of the real estate shown and described herein, do hereby certify that we
have laid off,pl`atted and subdivided, and do hereby lay off, plat and subdivide said real estate in
accordance with this plat.
(Signed,)
a e at xecu Ion
Name
Address
U,
Q
RANGON 3,NTSWNSHIP 1 NORTH,
UT.
I I APPROX. LOCATION OF I I \
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sR I \ 50.25' '�.Nj2• '+F�--------- 4h, Nap'TI , \ \\ T\ I
- - - - - - - - - - - - - -
1 I - - - _ 5g• 74• • LW 5' N 88'47'00" W 236.43' 15' EASEMENT �e,H'��� 6 s W I \ \ �� \ \ \ ` `\
I _ _
_ --------- 81.00'
\ \ \ \ ,,
---------------------15'EASE- 365.25' 47.82'
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MI I I n
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' I CI 4�-I�1 Pas \ .
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1 I I I ro \ram /-RI MH84.960 j/ RIP RAP \~� I B
\r8" CLgY TO S.E. 361.54 `'"�\` I \,
I' I I (B12 I \L
/ .�
!-I MI C-2-R I I C-�-R k r\��qN 7N RIP RAP
�fv
N I � I \ � / `" "` "` \ SSMH 1161 � I'
I \ir k UPPER PARKING ` " �r RIM 364.95
DECK PIER y\ FL IN 8' CLAY FROM N.W. 380.21
\ \ \ J TAIR SUPPORT
COLUMN t FL OUT 8" CLAY TO S.E. 360,08 \ w
CONC. RETAIN WALL RIP RAP I 1
POOL AREA v 9�l `'•`` `' �i� I I
CURVE DATA / O \ 1
1 I S 00'22'28" W \ \ RADIUS = 191.24
I \ \ CHORD B. = S 59'37'32" E / y II
1 I 14.18 \ \ CHORD D. = 192.09 k 2 / �" SS1cfFt3HOP7
F. 1/2" REBAR
F. 1/2" REBAR - - 15' EASEMENT
S 89'37'32" E 100.00'
AS REO. - - - - - J-I-2" GAS - - �.B_11-��=fir >-sr-=--n-�� R�ePP
- - - iV" / ?("SSfadH 1298
J _------ 219.39' RIM 365.88 I 1
1 F, t j2" REBAR - - S 89'37'32" E �` - _8B•99' _ - _ '"I k FL IN 8" CLAY FROM S. 360.751
\Q4,ii� 308.38'- - - - F, 1/2" REBAR \ 8�C�.L._FENCE .r O IV
Q 2 i�i \ , �� - ,� I$ FL IN 8 CLAY FROM N.N. 358.871
A S P H A L T PIA V E M E N T
J31--
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I
SURVEYOR'S NOTES: - 4' G-M---
BOUNDARY CALCULATION WERE PERFORMED USING MAPPING AND LEGAL INFORMATION SUPPLIED TO MICE BY THE OWNER F. 1/2" REBAR
.1
FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN THE BOUNDARI S OF A
100 YEAR FLOOD ACC ORDIN TO A FEDERAL EMERGENCY MANAGEMENT AGENCY FEMA FLOOD
INSURANCE RATE MAP
FOR CITY OF LITTLE ROCK ARKANSAS, PULASKI C UNTY)
COMMUNITY PANEL NUM ER 501810101 F, DATED OCTO�ER 19. 2001.
F. 112" REBAR
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN, 1.50' EAST
OF ANY PROPERTY CORNER MONUMENT.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING.
THE PURPOSE OF THIS PLAT IS TO COMBINE LOTS C-4-R AND PART OF C-2-R, CREATING LOT C-4-R1
30' EASEMENT BETWEEN LOTS C-2-R AND C-4-R HAS BEEN RELOCATED TO THE NORTH PROPERTY
LINE OF LOT C-4-R1
I
I
Description
Part of the SW Y , SE %4 , Section 2, Township 1 North, Range 13 West, Pulaski County, Arkansas more
particularly described as follows; Commencing at the Northeast corner of the SW %4 SE %4 of said Section
2, thence
S 01015'19" W 330.00 feet to the point of beginning; thence
N 52045'25" W 325.00 feet; thence
S 01037'19"E 135.00 feet; thence
N 88047'00" W 47.82 feet; thence
N 67030'16"W 63.61 feet; thence
S 44028'55" W 31.70 feet; thence
N 88047'00" W 236.43 feet; thence o
N 72035'56" W 59.14 feet; thence
N 84016'24"W 50.25 feet; thence
N63025'08" W 44.72 feet; thence
N 47006'18"W 118.60 feet; thence
S 01011'14" W 342.31 feet; thence
S 89037'32" E 100.00 feet; thence
S 00022'28" W 14.18 feet; thence
S 89037'32" E 308.38 feet; thence along a horizontal curve having the radius of 191.24 feet, chord bearing
of S 59028'41" E and a chord distance of 192.09 feet; thence
S 29019'49" E 154.29 feet; thence along a horizontal curve having a radius of 25.00 feet, chord bearing S
64°35'41" E and a chord distance of 28.87 feet; thence along t horizontal curve having the raaius of 50.00
feet, chord bearing of S 52°56'51" E, chord distance of 73.03 feet; thence
N 81023'03" E 118.55 feet; thence
N 01 °15'19" E 436.95 feet to the point of beginning containing 6.62 acres more or less.
RK 5VA�E I GRAPHIC SCALE
40 D 20 ao so 160 I
( IN FEET )
1 inch = 40 ft. I
r
i� A S P H A L T P A V E M E N T
_-- 111, _____ __
_---------------------------- Ir CMP
r
ELEVATION BENCHMARK OR
LOCATION OF BUILDING FLOOR ELEVATION
O FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
❑ STORM DRAIN GRATE
® STORM WATER MANHOLE
O$ SANITARY SEWER MANHOLE
iYT LIGHT POLE
GROUND UGHT (SPOT UGHT)
POWER POLE
E- GUY LINE
W
GAS VALVE
GM GAS METER
A WATER VALVE
®WM WATER METER
10FH FIRE HYDRANT
SIGN
POST OR POLE
(TYPE AS NOTED)
RILEY
50' ACCESS EASMENT
DRIVE _ - -
------ -------------------------
----------------------
F, "X' IN CONC.
LEGEND
_____G___._______G_____
GAS LINE
_____W----------------- W----------
WATER LINE
.T--- ---T
BURIED TELEPHONE LINE
-*-X
FENCE
---==---------------=
STORM WATER UNE
__--- ____
SANITARY SEWER UNE
--
PROPERTY LINE
----------
RIGHT OF WAY LINE
-------------�--
BUILDING SETBACK UNE
- - - - - - - - - - - - - - - - - - - - -
EASEMENT UNE
y i F m
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CURVE DATA I I
\ \ RADIUS - 50.00'
\\ \ •\ CHORD B. - S St" E I '
CHORD D. - 73.03'
.03' I '
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643s,Ortl I 1
(/)f//1 () \\ R� \88j 0 N- I I
XA � \ � - �- - I 1
O' R \ti fI
\ \ OF' Yi2 \S.2ShOra \ J 2 R�ePR
\ ss���� FYI
CURVE DATA ,\ - 118.5= -
\ 1.23'03" E_�
RADIUS - 25.00'
,.� CHORD B. = S 64.35'41" E \ 1 I OCATOIOiJMH
CHORD D. = 28,87' \ \ 76 / i :z
00
/ QAnot
l / OA
CENTRAL ARKANSAS
I I
WATE
PLANS APPROVED
EASEMENT APPROVED
EASEMENT RE RED
DATE
n
BY
TO SERVR
McClelland
Consulting
Engineers
N %Mw I LEM Incorporated
Little Rock, AR
Fayetteville, AR
Woodlond
Heights
Lot
C-4-R
o Re -plot of
Lots C-4-R
and
p/o C-2-1
CITY OF LITTLE ROCK,
ARKANSAS
900 W. Markham
1810 N.College
1" = 40' ILR05-5836
X-XXXX-XXX.D'O