HomeMy WebLinkAboutS-1027 Map 2REVISIONS DATE
50 0 50
Scale 1" = 50 ft
ISO
NOTE: PAGIS BEARINGS DIFFER
FROM LEGAL DESCRIPTION
BY 00022' 1 6"
SET 5/8" I.P.
FND. 3/4" I.P.
— �� WEST MARKHAM ST.
—-----------------------------------------
SET (60 E
PT. OF BEGIN
SW CORNER OF THE
E 1/2, NE 1/4, SEC. 5
T-1-N, R-13-W
FND. 1/2" I.P.
ROW FOR OLD MARKHAM
CLOSED BY ORD. NO. 15850,
APRIL 17, 1990 - PUBLIC
UTILITY & DRAINAGE EASEMENT
CERTIFICATE OF FINAL APPROVAL
PERSUANT 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 LITTLE ROCK PLANNING COMMISSION
Ssg" Z\
CPS S8T44'24" E 278.33 R—O—W) N16 54 3 �.1\ --- 00
iSET 5/8" I.P. CH ,_-'- A),\ A
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29.90 FT
S86'47'26" E
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//SET 5/8" I.P.
15' p3„ E
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--------- --------------------
20' 5ANITAR ` \� -- _-- ---- Y-
SET 5/8" I.P. `
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--I ----I __ ------------------------------------ _ lJv \
------ - - - - -- — ------ --
I I / 40' BLDG. SETBACK
40' BLDG. SETBACK
I �
20' UTILITY ESMT. `s.
-r 15' UTILITY ESMT.
` S
PAGIS MON
N8647 10' UTILITY ESMT. SET 5/8" I.P.
10' UTILITY ESMT.
----;------- '44 W
--------
---------, " -------- ------------ N86047'44"W
350.00 FT
PAGIS MON. 2054-0068
SET 5/8" I.P.
�S4612'16"W
10,61 FT
334.98 FT
SET 5/8" I.P.
N
SST �`06 �
boo.
CERTIFICATE OF ENGINEERING ACCURACY
I, MARK L. WRIGHT, HEREBY CERTIFY THAT THIS REPLAT CORRECTLY REPRESENTS
A PLAT MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER
NO. 6074, ARKANSAS
CERTIFICATE OF SURVEYING ACCURACY
I, BRUCE D. CHAVIS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS
A BOUNDARY SURVEY MADE BY ME, AND BOUNDARY MARKERS SHOWN HEREON
ACTUALLY EXIST AND THIER LOCATION, TYPE AND MATERIAL ARE CORRECTLY SHOWN.
/��
2054-0067 DATE OF EXECUTION BRUCE D. CHAVIS
REGISTERED LAND SURVEYOR
NO. 1253 ARKANSAS
CERTIFICATE OF OWNERS
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 (SIGNED) NAME
FND. 1/2" I.P. ADDRESS
CITY
-TIMBER RIDGE AD}JTION
CERTIFICATE OF RECORDING
I
LEGAL DESCRIPTION THIS DOCUMENT, NUMBER FILED FOR RECORD 19— ,
LOT 1, PHASE 1, CHENAL BUSINESS ADDITION W=I z2+e
r 1'�M1�rs77Jt!
A TRACT OF LAND BEING PART OF THE E 1/2 OF THE NE 1/4 OF SECTION 5, T-1-N, R-13-W, IN THE Eti'NDADDITIONALEASEMENTS REQUIRED ( SIGNED )
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; 111 ADDITIONAL-ASEMENTS ARE REQUIRED
COMMENCING AT THE SOUTHWEST CORNER OF THE ABOVE SAID EAST 1/2 OF THE NORTH EAST 1/4 OF SECTION 5; THENCE SOUTH er Asseow
86' 47' 26" EAST A DISTANCE OF 29.90 FEET TO A FOUND 1/2" I.P. ON THE EASTERLY RIGHT-OF-WAY LINE OF ATKINS ROAD; THENCE DATE: /� /q ( NAME) CLERK
NORTH ALONG THE SAID RIGHT-OF-WAY LINE OF ATKINS ROAD A DISTANCE OF 577.14 FEET TO A SET PAGIS MONUMENT NUMBER 2054-0068,
BEING THE POINT OF BEGINNING; THENCE NORTH ALONG SAID RIGHT-OF-WAY LINE OF ATKINS ROAD A DISTANCE OF 178.00 FEET TO A
SET CPS ON THE SOUTHERLY RIGHT-OF-WAY LINE OF WEST MARKHAM STREET; THENCE ALONG THE SAID RIGHT-OF-WAY LINE OF WEST
MARKHAM STREET THE FOLLOWING COURSES AND DISTANCES: SOUTH 87" 44' 24" EAST A DISTANCE OF 278.33 FEET TO A SET 5/8" I.P.;
THENCE ALONG A CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 30' 41' ST AN ARC DISTANCE OF 207.95 �� V/ �
FEET, A RADIUS OF 388.10 FEET AND A CHORD BEARING OF NORTH 76' 54' 38" EAST WITH A DISTANCE OF 205.47 FEET TO . Co
A SET 5/8" I.P.; THENCE NORTH 76' 15' 03" EAST A DISTANCE OF 91.27 FEET TO A SET 5/8" I.P. ON THE WESTERLY RIGHT-OF-WAY ��ciL - EasOmel'f Apprcve9 /v R
OF CHENAL PARKWAY; THENCE ALONG THE SAID RIGHT-OF-WAY LINE OF CHENAL PARKWAY THE FOLLOWING COURSES AND
DISTANCES: SOUTH 54' 22' 56" EAST A DISTANCE OF 97.86 FEET TO A SET 5/8" I.P.; THENCE AROUND A CURVE TO THE RIGHT ".-11 =� > =: �, Easement Required
THROUGH A CENTRAL ANGLE OF 08' 22' 39 AN ARC DISTANCE OF 202.13 FEET, A RADIUS OF 1382.39 FEET AND A CHORD 7,7
- ate
BEARING OF SOUTH 36' 24' 28" EAST WITH A DISTANCE OF 201.95 FEET TO A SET PAGIS MONUMENT NUMBER 2054-0067; THENCE 07 - �-
SOUTH 57 46' 51" WEST A DISTANCE OF 88.06 FEET TO A SET 5/8" I.P.; THENCE NORTH 86' 47' 44" WEST A DISTANCE OF 334.98 FEET S S_9 BY
TO A SET 5/8" I.P.; THENCE SOUTH 49 12' 16" WEST A DISTANCE OF 10.61 FEET TO A SET 5/8" I.P.; THENCE NORTH 86' 47' 44" WEST t
A DISTANCE OF 350.00 FEET TO THE POINT OF BEGINNING. CONTAINING 3.31 ACRES MORE OR LESS. LITTLE 6Rtf{rP@$
NRil-':F, L UVATER CORKS
This property is not located in the 100 Year Flood Plain as per Panel 5 of 22 for the PLC `'" `
City of Littl"ock, Ar. Comm. Panel #050181 0005, dated August 5, 1985 Zone C. /
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DRAWN BY
DH
DESIGNED
BC
CHECKED
RH
DATE
MAY 2, 1994
SCALE
1"=50'
PROJECT NO.
930551
SHEET NO.
1OF 1