HomeMy WebLinkAboutS-1627 Map 3INTERSECTION EAST R/W
U.S. HWY. 67 & 70
AND N. UNE OF THE
S.E. 1/4, S.E. 1/4
SEC. 24. T 1 N, R 13 W
N. LINE OF THE S.E.
1 /4, S.E. 1/4
SEC. 24. T 1 N. R 13
1 nT 1 nrCPnlnn�u
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:
COMMENDING 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 70 (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 82'03'40' W 25.00' TO A FOUND 5/6 REBAR AND CAP, THENCE S OW00'16' W 141.67' TO A
FOUND 1/2- REBAR, THENCE S 08'45'33" W 202-25' TO A SET i/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 i/2"
REBAR; THENCE '., 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- REBAR, 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 25'3315' W 17&98'; THENCE SOUTHWESTERLY ALONG
A NON TANGENT CURVE CONCAVE TO THE NORTWEST 48.226. 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 72.24', SAID CURVE HAVING A RADIUS OF 61.25' 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 1/20
REBAR; THENCE N 6547'16' W 109.97' TO A SET 1/2` REBAR, SAID POINT BEING ON THE EAST RIGHT
OF WAY UNE 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
�9J
I, David Hadlock, hereby certify that this plat correctly represents a boundary survey made or verified by me, 00' IgT(,�b ?o
all monuments required actually exist and are correctly shown hereon and that all surveying requirements of e0d�.� �m
the Little Rock Subdivision Rules and Regulations he een cam Iced with. oe F•'•'n•
� �'�/ PP o STATE OF'� o0
ARoK,4NSAS
Dote of execution David L Hadlock
Registered Professional Land
Surveyor No. 1146, Arkansas aL'A
o CERTIFICATE OF FINAL ENGINEERING ACCURACY j^�L (,_ y�c
I, Stacy Akin, hereby certify that this plat correctly represents a plan made by me, and that the °aaaD plopo0-
engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with.
0 2S _ CS l��AkE fa':>
Date of execution Stacy E.' kin 9, 5 ,LC
Registered'716Z Engineer 4r�b� ARKANSAS
No. 12362 Arkansas
r
CERTIFICATE OF FINAL APPROVAL
N6
® EG Z y
Pursuant to tho Little Rock Subdivision Rules and Regulations, and ail of the conditions of approval having , r 'ii€i dA, M
been completed, this document is hereby accepted. This certificate is hereby executed under the authority
of said rules and regulations. i n
Yt, , No.�2362
Sig �; 'y E. 0eo)E'lg'��
Date of Execution
CERTIFICATE OF RECORDING
This document, number
in plat bock page
Signed,
Circyf� �4G�
CERTIFICATE OF OWNER
Little Rock Planning
Commission
fled for record . 20�
2008078730 Received: 1f/2012008 2:41:57fh9
Recorded: 11 r2012008 02:48:42 PM Filed 8
Recorded in Official Records of PAT O'BRIEr.
PULASKI COUNTY CIRCUITICOUNTY CLERK
Fees $15.00
Fv Y- e) tt5 Sea 4' acx ovo� E 2 R q
We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we
have laid off, plotted and subdivided, and do hereby lay off, plat and subdivide said real estate in
accordance with this plat.
(Sign ,)
Date of Execution hnito Murrei
Vice Preside#t
Metropolitcn National Bank
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES, AND BEARINGS FOR THIS PROJECT ARE BASED ON THE PAGIS MONUMENT
2035.
FIELD WORK 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 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
1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION'.
FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA
AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (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 TFIE 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: 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 SURbEYOR PRESDIT
UPON IT.
PROPERTY OWNER OF RECORD: MERMO
THIS SURVEY IS FOR THE USE AND BENEFIT OF TRIAD TITLE COMPANY,
2 PROPOSED TOTS
SOURCE OF 11R.E: DEED BOOK:1213 PAGF-605 Fjk
LEGEND
sumsr aXriRot wmummT
am rxFE
(TYPE AS MOM1
7CSGc - Y OOK STEP cum do GUTTER
FOUND SAWY EA19MARY MARXCR
OWE AS NGTZ)
PROPERTY UNE
a
POINT NOT'SET --
— RMfT of WAY UNE
O
SET T/Y X 2e HUM---------'••----�-_
EASEMENT UNE(UNll55
OTlERM,F NOTED)
POST OR rat:
(TYPE AS NOTED)
CONTROL DATA
Node ID
Northin
Eastin
Qevation
Descri lion
10
133202230D
120850B.0000
272.77
PAGIS 2D35
E11
132351.3300
1208400.5600
297.45
2035 AZIMUTFI MARK
12
f3:f079.5402
12087024983
270.91
TRO
CONL POINT
W.-\2008\08-5925 Metro Bank University\Survey\5925—S1.DWG