HomeMy WebLinkAboutS-1627 Map 2P.O.C.-1`
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
N. I INE OF THE S.E
1/4, S.E. 1/4
SEC. 24, T 1 N. R 13
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 Ui HIGHWAY NO. 67 AND 70 (UNIVERSITY AVENUE)
THENCE S DB'00'23' W ALONG SAID EAST RIGHT OF WAY 565.40' TO A FOUND 5/8" REBAR AND CAP,
THENCE N 82'03'40" W 25.06 TO A FOUND 5/8 REBAR AND CAP, THENCE S 08i O'16" W 141.67' TO A
FOUND 1/2" REBAR, THENCE S 08'4533' W 202.25' TO A SET 1/2' REBAR FOR THE POINT OF
BEGINNING, THENCE LEAVING SAID EAST RIGHT OF WAY LINE N 8826'33" E 94.17' TO A SET 1/2'
REBAR; (HENCE S 22'31'10" W 46.23' TO A SET 1/2" REBAR; THENCE S 57'56'05' E 176,66' TO A SET
1/2" REUAR, SAID POINT BEING ON THE WEST RIGHT OF WAY LINE OF MABLEVALE PIKE (60' R/W);
THENCE ALONG SAID WEST RIGHT OF WAY LINE S 2533'15" W 178.98'; THENCE SOUTHWESTERLY ALONG
A NON TANGENT CURVE CONCAVE TO THE NORTWEST 41 SAID CURVE HAVING A RADIUS OF 321.01
FEET AND A CHORD 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 51.25' 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 Ile
REBAR; THENCE N 65'47'16" 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
;, David Hadlock, 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 he een com fled
Dote of execution David L Hadlock
Registered Professional Land
Surveyor No- 1146, Arkansas
CERTIFICATE OF FINAL ENGINEERING ACCURACY
1, Stacy Akin, hereby certify that this plat correctly represents a plan made by me, and that the `aafBgfagpp0
engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with.
Date of axecutlon Stacy k 14
E kin ��l o tf?•�;.
Registered Engineer ARL- SAS
No. 1236Z Arkansas IL "
CERTIFICATE OF FINAL APPROVAL k0 jt 4're l yt t
Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval having �--' 3r,
been completed, this document is hereby accepted. This certificate is hereby executed under the authority •.
of said I ales and regulations.Z3fs2 , r
Sig 'o
Date of Execution
CERTIFICATE OF RECORDING
This document, number
in plat book page
Signed,
Circuf Clerk
CERTIFICAIE OF OWNER
Little Rock Planning
Commission
filed for record . 20_ .
2008078730 Received: 11/20/2008 2:41:57 P154
Recorded: 11;2012008 02:48:42 P"A Filed &
Recorded in Official Records of PAT O'BRIEA.
PULASKI COUNTY CIRCUIT.!COUNTY CLERK
Fees $15.00
FriY- l?)M5 58a, -t rzigo'?8?oq;I
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.
.7
Dat�7711 (Sign ,) LX---�
xe tion Ito Muriel
Vice Presid t
Metropolft National Bank
SURVEYOWS NOTES:
HORIZONTAL COORDINATES, AND BEARINGS FOR THIS PROJECT ARE BASED ON THE PAGIS MONUMENT
2035.
FIELD W()tK FOR THIS SURVEY WAS COMPLETED SEPTEMBER, 2008
NO STATEMENT IS 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 ND
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
1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
FLOOD INFORMATION: NO PART OF THIS SITE IS WlTriIN A. 100 YEAR SPECIAL FLOOD HAZARD AR -A
AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE ii',-
(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 OL CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR
ERROR 01 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: METROPOLITAN NATIONAL
THIS SURVEY IS FOR THE USE AND BENEFIT OF TRIAD TITLE COMPANY.
�f 1 •f :1 /
LEGEND
Sumer CONFIRM YONN¢Nr
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CUM ,NE
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FOUND aM WY DOUNOMRY UARM
(nae M: g0119)) — — — ��
— ._•..•� •• — Pi WINE
a
-,NT NOI SET —
-- — KOK OF WAY LINE
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SET 172 x 2e MOM --------------------
EASEMENT UK
(IRIIESS DIrEAW$E NOTED)
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S(T
POST OP POLE
CONTROL DATA
Node ID
Narthin Eastin
Elevation
Descri tion
013320223G0
11208508.0000
1272.77
IPAGIS 2035
11
1132351.3300 72084a 600
297.45
2035 AZIMUTH MARK
12
133079.5402 12087024983
270.91
CONTROL POINT
2 PROPOSED LOTS McClelland
SOURCE OF TITLE: DEED BOOK:1213 PAGIE:605 Consulting
Engineers
Incorporated
Little Rock AR Fayetteville, AR TOM
DATE: -I L%L�
METROPOLITAN
SUBDIVISION.
5601 S University Avenue,
LITTLE ROCK, ARKANSAS
11-6-08 I 1
500-01N-13W-0-24-220-60-1146 900 W. Markham 1810 N.College
TDS
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V. \2008\08-5925 Metro Bank University\Survey\5925—S1.DWG