HomeMy WebLinkAboutS-1277-B Map 2R/W DEDICATION
RECORDED AS
INST. NO. ????
RAIL ROAD —
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SET 5/8"
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5' UTILITY EASEMENT
LOT 5
0.783 ACRES
34,107.5 S.F. ±
S42037'58"E I
3 = 7*36'CH.
CURVE DATA
= 3618"
T= 67.79'
R= 1019.93
L= 136.38'
25' BUILDING, SETBACK I
SET 5/8" �l --_
REBAR 15, UTIUTy I i
EA �
,.- N83 o25 17"�/�/ EASEMENT
-- -_
�.'`' '1 135.28'_CH.
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CHENAL
R/W VARIES
CURVE DATA
6= 7°36'18"
T= 67.79'
R= 1019.93'
L= 135.38'
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POINT OF
BEGINNING
SET 5/8"
REBAR
R/W DEDICATION
RECORDED AS
INST. NO. ????
3 1 4 1
PROPERTY DESCRIPTION
FLOOD PLAIN CERTIFICATION Part of the NE 114, NE 1/4, Section 1, T-1-N, R-14-W, Pulaski County, Arkansas, being more
.particularly described as follows:
NO PORTION OF THE PROPERTY SHOWN IS LOCATED
WITHIN THE 100—YEAR FLOOD PLAIN AS DESIGNATED Commencing at the Northeast corner of said NE 1/4, NE 1/4; thence along the North line of said
BY THE FLOOD INSURANCE RATE MAP, PANEL NO. NE 114, NE 1/4, North 67°24'M' West 330.18 feet; thence South 02°08'02" West 492.83 feet to
050181 0005 E, PUBLISHED BY THE FEDERAL a point on the proposed North right-of-way line of Chenal Parkway; thence along said proposed
EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. right-of-way line North 74006*66" 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 dislan'oe•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
DATE: — having a radius of 1019.93 feet, an arc distance of 135.38 feet and a chord bearing and distance of
GREGORY T. SULLIVAN North 83025'17" West 135.28 feet; thence continuing along said proposed right-of-way line on a
AR PLS NO. 1096 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 42°37'58" 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 01057'31" East 185.96
feet; thence South 87056'07" East 160.16 feet; thence South 02008'02" West 221.56 feet to the
POINT OF BEGINNING, containing 34,093.1 square feet, or, 0.783 acres, more or less.
N76°52'02"W
97.93'-CH.
STATE PLANE COORDINATES
NORTHING
EASTING
1.
155080.64
1177199.82
2.
155096.13
1177065.43
3.
155121.96
1177041.65
4.
155307.81
1177048.01
5.
155302.04
1177208.07
5
N87°24 26 W 330.18' 14ORIHEAST CORNER
NE 114 NE 1/4
SECTION 1
7-1-N, R-14-W
S02°08'02"W
492.83'
I I -j;;
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 complied with.
Date of Execution Gregory T. Sullivan
Registered Pro•essi,.v
Land Surveyor
T 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.
!
ZIP
Sue
VARRHINOTUMM
Date of Execution Name RIVERSIDE PROPER_fIES, LLC.
Address P.O. BOX 1280
LITTLE ROCK, ARKANSAS 72203
Source of Title: D.R. Page
Instrument No. 99070998
CERTIFICATE OF RECORDING
This document, number filed fol`—rucorr--
20 , in Plat Book , Page
(Signed)
Clerk
little Rock
4 Wastewater Utility
N74°06'56"W 221 EastCitpii0l 72202
724.64' Little ROCl Arkansas
50116 -
u3
3 NO SEWER SERVICE AVAILABLE
AT 7Ht5 -fit E
By. yoo� fr��`'T1A
GENERAL NOTES
1 �
E
CERTIFICATE OF ENGINEERING ACCURACY
I, WES LOWDER , 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 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.
Date of Execution L.R. Planning
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 DATED NOVEMBER 3, 1993.
DATE:
GREGORY T. SULLIVAN
AR PLS NO. 1096
C �-2F/Y
Date'. /0-T- ktf .ARI{ANSAS TATE OF'
1, BASIS OF BEARINGS - STATE PLANE
COORDINATES.
2. 5/8" IRON PINS SET AT ALL
CORNERS UNLESS NOTED OTHERWISE.
3. ERROR OF CLOSURE EXCEEDS - 1:60,000
�l
* * *
ARKANSAS '
NO. '
REGISTERED
1096
" 0..
0.
PROFESSIONAL
ENGINEER
91GNATUftB �Q =
No 4943
ti+`
';�s�o.�1 T. 5 of
e� LA�If�L••li�```t.` 20 10 0 20 40
1"=20'
®
THE
MEHLBURGER
FIRM
1e1s_5i,,,"y°„fmxwN
DSGN
G C�U�L OG� DD.000�M 17L�,G�4�
THE PLANS AND SPECIFICATIONS INCORPORATED
HEREIN, AS A PRODUCT OF DESIGN SERVICES,
IS THE PROPERTY OF THE MEHLBURGER FIRM
AND IS NOT TO BE USED IWANY OTHER DESIGN
WITHOUT EXPRESS WRITTEN PERMISSION.
THE MEHLBURGER FIRM
WIERDFU SCAdIE
BAR IS ONE INCH ON
ORIGINAL DRAWING.
0 1.,
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
BOUNDARY SURVEY OF PART OF
THE NE 1 /4, NE 1 /4, SECTION 1,
T-1—N, R-14—W, LITTLE ROCK,
PULASKI COUNTY ARKANSAS
SURVEY DIVISION
FINAL PLAT O F LOT 5J ,
f-t�IVERSIDE PROPERTIES SUBDIVISION
/ q �/q c
LITTLE ROCK, ARKANSAS
SHEET
DR
DWG
CHK
IJY
APVD
DATE
DATE 10-2-00
APVD
N0.
DALE
—
REVISION
201 South 1z.,d O Utfie Rack, AR 72201 v 501/375-5331
NROd 200-237
IN
113
C