HomeMy WebLinkAboutS-1627 Map 1P.O.C.--�
INTERSECTION EAST R/W
U.S. HWY. 67 & 70
AND N. LINE OF THE
S.E. 1/4, S.E. 1/4
SEC. 24. T 1 N, R 13 W
Y N. LINE OF THF. S.E.
1/4, S.E. 1/4
SEC. 24, T 1 N. R 13
LOT 1_DESCRI1PTION
PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 24, TOWNSHIP 1 NORTH, RANGE 13
WEST, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT A POINT ON THE NORTH LINE OF SAID SOUTHEAST 1/4, SOUTHEAST 1/4 THAT
INTERSECTS THE EASTERLY RIGHT OF WAY OF U.S. HIGHWAY NO. 67 AND 7D (UNIVERSITY AVENUE)
THENCE S 08'00'23" W ALONG SAID EAST RIGHT OF WAY 565.40' TO A FOUND 5/8' REBAR AND CAP,
THENCE N 82'03'41" W 25.00' TO A FOUND 5/8 REBAR AND CAP, THENCE S 08'00'16" W 141.67' TO A
FOUND 1/2' REBAR. THENCE S 08.45'33" W 202.25' TO A SET 1/2" REBAR FOR THE POINT OF
BEGINNING, THENCE LEAVING SAID EAST RIGHT OF WAY LINE N 88'26'33" E 94.17' TO A SET 1/2'
REBAR; THENCE S :211'10" W 46.23' TO A SET 1/2' REBAR; THENCE S 57'56'05' E 176.66' TO A SET
1/2" REBAR, SAID vOINT BEING ON THE WEST RIGHT OF WAY LINE OF MABLEVALE PIKE (60' RIVE);
THENCE ALONG SAID WEST RIGHT OF WAY LINE S 25-33'15" W 178.98; THENCE SOUTHWESTERLY ALONG
A NON TANGENT CURVE CONCAVE TO THE NORTWEST 48.22'. SAID CURVE HAVING A RADIUS OF 321.01
FEET AND A CHORE) THAT BEARS S 31'52'07" W 48.17; THENCE SOUTHWESTERLY ALONG A CURVE
CONCAVE TO THE NORTHWEST 7224', SAID CURVE HAVING A RADIUS OF 81.25, AND A CHORD THAT
BEARS S 58'33'45' W 69.88' TO A SET 1/2- REBAR; THENCE S 87'42'38' W 14.17' TO A SET 1/0
REBAR; THENCE N 6547'16" W 109.97' TO A SET 1/2" REBAR, SAID POINT BEING ON THE EAST RIGHT
OF WAY LINE OF U.S. HIGHWAY NO. 67 AND 70; THENCE ALONG SAID EAST RIGHT OF WAY LINE
N 08'45'33" E 332.11' TO THE POINT OF BEGINNING; CONTAINING 1.51 ACRES MORE OR LESS.
CERTIFICATE OF FINAL SURVEYING ACCURACY
I, David Hodlock, hereby certify that this plat correctly represents o boundary survey made or verified by me, peC°®Sop
all monuments required actually exist and are correctly shown hereon and that all surveying requirements of o� GY -•». 190
the Little Rock Subdivision Rules and Regulations ha Ben cam Ited with. o° .d
SPATE OF
���fI �QP% Zi'✓".� ARKANSAS
Date of execution David L. Hadldck
Registered Professional Land
Surveyor No. 1146, Arkansas
C
CERTIFICATE OF FTNAI. ENGINEERING ACCURACY o00 '•;a �.•y; yoo
1, Stacy Akin, hereby certify that this plat correctly represents a plan made by me, and that the 4"P;
engineering requirements of the Little Rock Subdivision Rules and Regulations have been compiled with.
� I - (,- 0 25 �- � . CSC--� f�,�.���a,��,•�-.�
Date of execution Stacy E kin
Registered' Engineer t`>Lh°�CEKA'c(VS�4S
No. 12362. Arkansas �1i
CERTIFICATE OF FINAi APPROVAL 4� C k:GTi c 3t
° d.4i`
Pursuant to the Little Rack Subdivision Rules and Regulations, and all of the conditions of approval having I",`- r 1Sii3 °i
been completed, this document is hereby accepted. This certificate is hereby executed under the authority
of said rules and rea,datlons.
YtP� ido -T2362 ° %
Sig y E . p'��; � W�
tl 2L �
Date of Execution
Ltttfe Rack Planning
Commission
CERTIFICATE OF RECORDING
This document, number
in plot book page
Signed,
I
Cir Clerk
CERTIFICATE OF OWNER
fled for record . 20�
2008078730 Received: 11120/2008 2:41:57 PP
Recorded: 1112W2008 02 ABA2 PM Filed 8
Recorded in Official Records of PAT O'BRIEt.
PULASKI COUNTY CIRCUITICOUNTY CLERK
Fees $15.00
Frir uft5 soJ a rzoop.�s?0 q
We, the undersigned, ,wners of the real estate shown and described herein, do hereby certify that we
have laid off, platted "od subdivided, and do hereby lay off, plat and subdivide said real estate in
accordance with this plat.
(Sign d,)
zz-6
Date of Execution nits Murrel
Vice Presid t
Metropolito National Bank
i
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES, AND BEARINGS FOR THIS PROJECT ARE BASED ON THE PAGIS MONUMENT
2035.
FIELD WORK FOR THIS ';URVEY WAS COMPLETED SEPTEMBER, 2008
NO STATEMENT 15 MADE. CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING (ENGINEERS MAKES NO
STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
1-800-4132-8998 AT [LAST 48 HOURS PRIOR TO ANY EXCAVATION;
FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD .AREA
AS SHCWN ON A FEDEZAL EMERC NCY MANAGc?4EN7 ACENCY (FEMA) FLOOD INSURANCE RATE MAP
(FIRM) FOR THE CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY.
COMMUNITY PANEL NUMBER 0501810103 F. DATED OCTOBER 19. 2001.
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 -
DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THE RECORD DESCRIPTIONS FOR THE
PROPERTY.
ERROR OF CLOSURE: IHIS 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.
PROPERTY OWNER OF RECORD:
THIS SURVEY IS FOR THF.' USE AND BENEFIT OF TRIAD TITLE COMPANY.
2 PROPOSED LOTS
SOURCE OF TITLE: DEED 130OK:1213 PAGE.605
i■ s
LEGEND
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RMWY CMTRC. YON AmT
(ME A5 NOTm)
CURB
TCSCO'wc a COW STEP CURB k CITTER
FMm SRVEY B0uWDkFY uVNER
(TIFF AS Halm)
PROMM LRE
C
NW NOT WT —
—... M(An OF wAY LM
0
sEr 1/Y x 24- FEW:
(UNLESS iniurfg Haim)
n—
SM
...(�
POST OR POLE
(TlPE As NCM)
CONTROL DATA
Node 10
INorthinq
Wastina
IEIevatan
10escription
10
11332022300
1208508.0009
272.77
WAGES 2035
11
132351.3300
1208400.56013
297.45
2035 AZIMUTH MARK
12
133079-5402
12087024983
270.91
CONTROL POINT
W. \2008\08-5925 Metro Bank Univers1ty\Survey\5925—S1.DWG