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GRAPHIC SCALE
0 15 30 60
( IN FEET )
I inch = 30 ft.
120
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON
"PAGIS" MONUMENTATION.
CONTOUR INTERVAL = 1 FOOT.
THIS IS A TOPOGRAPHIC AND PROPERTY BOUNDRY SURVEY ONLY.
FIELD WORK FOR THIS SURVEY WAS COMPLETED NOV 14 TO NOV 22, 2002.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON
THE PLANS. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE COMPLETENESS
NOR ACCURACY OF THIS INFORMATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
INFORMATION AND SATISFYING HIMSELF AS TO THE LOCATION OF THE AFOREMENTIONED ITEMS,
SHOWN AND NOT SHOWN. ALL REPAIRS OR RELOCATIONS NECESSARY SHALL BE MADE AS REQUIRED
BY THE OWNER OF THE UTILITY OR STRUCTURE. ENCROACHMENTS ARE AS SHOWN.
THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-800-482-8998 48 HOURS
PRIOR TO DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.
MANHOLE AND DRAIN GRATE INFORMATION WERE GATHERED BY VISUAL INSPECTION AND ARE
CONNECTED AND DESCRIBED ONLY AS COULD BE DETERMINED THROUGH SAID VISUAL INSPECTION.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
SOURCE OF TITLE: DEEDS RELATING TO THIS PROPERTY, AS RECORDED WITH THE PULASKI COUNTY
CIRCUIT CLERK'S OFFICE:
TRACT ONE(1): BOOK 91-21762, PAGES 523 & 524.
TRACT TWO(2): INSTRUMENT NUMBER 100304.
TRACT THREE(3): BOOK 94-86790, PAGES 618 & 619
DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
THE PROPERTY.
THIS SURVEY IS FOR THE USE AND BENEFIT OF CLINTON & SHERMAN BUILDING I, LLC
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
DESCRIPTION
THE NORTH 2 1/2 FEET OF LOT 3 AND ALL OF LOTS 4,5,AND 6 AND THE EAST 10 FEET OF LOTS 7,8 AND
9 AND THE NORTH 2 1/2 FEET OF THE EAST 10 FEET OF LOT 10, AND THAT PORTION OF AN ALLEY
ABUTTING SAID LOTS LOCATED WITHIN BLOCK 7, RUNNING NORTH AND SOUTH, LYING BETWEEN EAST
MARKHAM STREET (NOW PRESIDENT CLINTON AVENUE) AND EAST 2ND STREET (SAID ALLEY CLOSED BY
ORDINANCE NO. 11,644, RECORDED IN BOOK 933, PAGE 551, RECORDS OF PULASKI COUNTY, ARKANSAS),
ALL IN POPE"S ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS.
&
PART OF BLOCK 7 POPE'S ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, BEING
MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID BLOCK 7, THENCE N 9'31'10" E, ALONG THE EAST LINE
OF SAID BLOCK 7, 116.50 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING N 9'31'10" E 31 FEET;
THENCE N 80'26'08" W 150 FEET; THENCE S 9'34'08" W 31 FEET; THENCE S 80'26'08" E 32.33 FEET;
THENCE N 9'34'08" E 22.5 FEET; THENCE S 80' 26'08" e 62.17 FEET; THENCE S 9'34'08" W 22.5 FEET;
THENCE S 80'26'08" E 55.5 FEET TO THE POINT OF BEGINNING CONTAINING 0.07 AC. MORE OR LESS.
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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 accordi nee with this plat.
Signed,
'OltT '^. Date of Execution
smff� SEWER
MEISY.. INN r444tt�� Name
SD.I IN N 282905STA PPEs MY9 Ali iV..•.a8 Ll
SB.I N FABT
11MY aR W T82M
________ _ --- - -- PLANS APPROVED-4 Address
W RCP
- EASEMENT APPROVED
EASEMENTREQUIW
Source of Title: Deeds relatin
g to this property as recorded in the Clerks office of Pulaski County
DATE CERTIFICATE OF SURVEYING ACCURACY
-rA , 1, Richard A. Watson, hereby certify that this plat correctly represents a boundary survey made by
BY me or verified by me, all monuments required actually exsits and are correctly shown hereon and
that all surveying requirements of the Little Rock subdivision rule and regulations have been
complied with.
Signed. -
S-ZZ-01
Date of Execubon Brian A. Ticuel
Registered Land Surveyor No. 1438, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, James E. McCleland, hereby certify that this plat correctly represents a plan made by me, and
that engineering requirements of the Little Rock Subdivision Rules and Regulations have been
PO J14!F-6 wmplied with.
zi - 03 F
I0drLW'ofExecution 7 es E. McClelland
gistered Engineer No. 3412, Arkansas
CERTIFICATE OF FATAL 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
1 - executed nailer the authority of said roles and regulations.
- Signed
Date of Execution Little Rock Planning Commision
CERTIFICATE OF RECORDING
�.Y This document number , filed for record in plat book , page
_ R �
Signed,
Date of EXOCUhOn (.'I[Cut C1CIk
A
McClelland CLi
BUIL
Consulting
'DFSiGNED PO SERV
R gym' Engineers
JIM Incorporated
Vicinity Map L ,tie Rock, AR Fayetteville, AR APPROVED
1 tt=2000' BAT
SCALE
900 N. Markham 1810 N.College 1"=30'
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y STATE OF
A O
p - NO 8// -
A�/ •, SIGNATURE
N • :"fit � ' '� �
lof
i Jl •.9Ar 1 S
S- ATE OF
ARKANSAS
r
REGISTERED
PROFESSIONAL
ENGINEER
�No.3412 Q�q^
�IcCLEjy
FINAL PLAT