HomeMy WebLinkAboutS-1277-B Map 1SET 5/8"
REBAR
I
R/W DEDICATION
RECORDED AS
INST. NO. 20000846451
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SET 5/8"
REBAR
RAIL ROAD -"
SPIKE FOUND
2 I
S87°56'07"E . { 160,11'
5' UTILITY EASEMENT
LOT 5
0.723 ACRES +
31,691.0 S.F.
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S42037'58"E
35,10'-CH.
CURVE DATA f
d-. 7°36'18"
T_ 67.79'
R= 1019.93'
L= 135.38'
-- 25' BUILDING SETBACK
ET 5/8"
EBAR
15, UTILITY CASEMENTN83°25'17' W
13 5 28
CURVE DATA
7"36'18'
T_ 67.79'
R= 1019.93'
L= 135.38'
FLOOD PLAIN CERTIFICATION
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0005 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DA D NOOfVEMBER 3, 1993.
DATE: U U `.
GREG T. SULLIVAN
AR PLS NO. 1096
THE
MEHLBURGER
FIRM
Architects-FSrgiveers-uh,rveyon
o Little Rock. AR 72201 o 501
CHENA L PA ---_
R/W ���lRI WAY
SET 5/8"
REBAR
POINT OF
BEGINNING
SET 5/8"
REBAR
R/W DEDICATION
RECORDED AS
INST. NO. 2000084645
N76652'02"W
97.93'-CH,
PROPERTY DESCRIPTION
Part of the NE 1/4, NE 1/4, Section 1, T-1-N, R-14-W, Pulaski County, Arkansas, being more
particularly described as follows:
Commencing at the Northeast corner of said NE 1/4, NE 1/4; thence along the North line of said
NE 1/4, NE 1/4, North 87624'26" West 330.18 feet; thence South 02'08'02" West 492.83 feet to
a point on the proposed North right-of-way line of Chenal Parkway; thence along said proposed
right-of-way line North 74°06'56" West 724.64 feet; thence continuing along said proposed right-
of-way line on a curve to the left having a radius of 1019.93 feet, an arc distance of 97,97 feet and
a chord bearing and distance of North 76052'02" West 97.93 feet to the POINT OF
BEGINNING; thence continuing along said proposed right-of-way line on a curve to the left
having a radius of 1019.93 feet, an arc distance of 135.38 feet and a chord bearing and distance of
North 83"25'17" West 135,28 feet; thence continuing along said proposed right-of-way line on a
curve to the right having a radius of 25.00 feet, an arc distance of 38.91 feet and a chord bearing
and distance of North 42e37'58" West 35.10 feet to a point on the proposed East right-of-way line
of Kirk Road; thence along said proposed East right-of-way line North 01457'31" East 170.96
feet; thence South 87056'07" East 160.11 feet; thence South 02'08'02" West 206.56 feet to the
POINT OF BEGINNING, containing 31,691.0 square feet, or, 0.728 acres, more or less.
DSGN
DR
CHK ------ - - -
APVD NC DF fE REVISION
BY E
STATE PLANE COORDINATES
NORTHING
EASTING
1.
155 080.64
1177199.82
2.
155096.13
1177065.43
3.
155121.96
1177041.65
4.
155292.82 1
1177047.50
5.1
155287.05 1
1177207.51
11315M 9 OO IF F2 OO ChMGilRRV@ WERO Y 2CAL E
THE PLANS AND SPECIFICATIONS INCORPORATED BARONE INCH ON
HEREIN, AS A PRODUCT OF DESIGN SERVICES, ORIGINN AL DRAWING.
IS THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON
WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST
IL.r urui of iorro nou SCALES ACCORDINGLY.
4
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N74°06'56"W
724.64'
N87024'26"W 330.18'
i�
VNCRTHEAST CORNER
NE 1/4 NE 1/4
SECTION 1
T-:'-N, R-14-W
i ZIP CODE
A.
�.
v -CMITY MAP
CERTIFICATE OF SURVEYING ACCURACY
I, GREGORY T. SULLIVAN , hereby certify that
this plat correctly represents a boundary survey made
or verified by me, all monuments required actually exist
and are correctly shown hereon and that all surveying
requirements of the Little Rock Subdivision Rules and
Regulations have been comp4Gre,
/o C> 77--- R4,
Date of Execution Sullivan
RegistereProfessional
Land Survalyor
No. 1096 ;
Arkansas
CERTIFICATE OF OWNER
We, the undersigned, owners of the real estate shown
and described herein, do hereby certify that we have
laid off, platted and subdivided, and do hereby lay off,
plat and subdivide said real estate in accordance with
this plat.
Date of Execution Name RIVERSIDE PROPERTIES, LLC.
Address P.O. BOX 1280
LITTLE ROCK, ARKANSAS 72203
Source of Title: D.R. Page
Instrument No. 99070998
CERTIFICATE OF RECORDING,
T s .document, number =1.filed for. record
d 26LQ in Plat Book -, Page (JILLn-
(Signed) CAROLYN STALEY, Circuit County Clerk & Recordck
'h�town lEil(� 0' �_.14
Clerk
h
Ihilst? r',�
d ��P ARKANSAS +
GENERAL NOTES `' p 'o` �� REGI E
EER
1. BASIS OF BEARINGS - STATE 'FxL'ANE="` PREF I AL
I
COORDINATES. � A IVO LX3 2. 5/8" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERW
3. ERROR OF CLOSURE EXCEEDS - 1I50,000
BOUNDARY SURVEY OF PART OF
THE NE 1/4, NE 1/4, SECTION
T-1-N, R-14-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
►rat;
I�J
;���
CERTIFICATE OF ENGINEERING ACCURACY
I, WES LOWDER , hereby certify that this
plot 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 Execution Wes Lowder
Registered Professional
Engineer- No. 4943
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.
I/ ti.
Date of Execution L.R. fanning
Commission
FLOOD PLAIN CERTIFICATION
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED
BY THE FLOOD INSURANCE RATE MAP, PANEL NO.
050181 0005 E, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DAT D NOVEMBER 3, 1993.
DATE: / v oU �-9/A_
GREG6$Y T. SULLIVAN
AR PLS NO. 1096
``,111111 /11111,'
1STEp�
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SURVEY DIVISION SHEET
FINAL PLAT OF LOT 5, DWG
RIVERSIDE PROPERTIES SUBDIVISION, DATE 10-2-00
LITTLE ROCK, ARKANSAS P� J 200-237
PLAT
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BY: ^rate_ -- - - - - --- -
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