HomeMy WebLinkAboutS-1073-H Map 1CERTIFICATE OF SURVEYING ACCURACY
I, PAUL M. WHITE, 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
HAVE BEEN COMPLIED WITH.
50 0 50 150
r DATE OF EXECUTION PAUL M. WHITE
S c Q l e 1" - 5 0 r 1 + REGISTERED LAND SURVEYOR
NO. 1281, ARKANSAS
ARKANSAS STATE PLANE COORDINATES
MONUMENT
1
N IS6268.28
E 1176321.18
found iron pin
2
N 156226.52
E 1176490.59
set
1/2"
iron pin
3
N 156071.90
E 1176456.02
set
1/2"
iron pin
4
N 156069.38
E 1176408.24
set
1/2"
iron pin
5
N 155914.48
E 1176404.85
set
1 /2"
iron pin
6
N 155931.73
E 1175994.96
set
1/2"
iron pin
1
7
N 155981.78
E 1176045.04
set
1/2"
iron pin
8
N 155984.39
E 1176059.92
set
1/2"
iron pin
1
9
N 156147.22
E 1176267.80
set
1/2"
iron pin
7.20'
LOT 6
Plat Book F, pg. 212
U. S. Post Office
LOT 8
Plat Book E, jUg. 910
Son, Sewer
Esmt. H 98-027835
L0T 7
C 51'55'42"E
/LC264.06'
R280.00'
O O
g8003' 45 E
15.11
CDN45'01 �" E
LC70.80'
R58.00'
N87°35'17'W
410,25'
LEGAL DESCRIPTION
PART OF THE W1/2 SE1/4, SECTION 36, T-2-N, R-14-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS:
BEGINNING AT THE SOUTHWEST CORNER OF LOT 8, ARKANSAS SYSTEMS
OFFICE PARK, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS;
THENCE 576'09'13"E ALONG THE SOUTH LINE OF SAID LOT 8, 174.78
FT.; THENCE S1236'08"W, 158.44 FT.; THENCE S8658'24"W,
47.85 FT.; THENCE S01'15'02"W, 154.93 FT.; THENCE
NBT35'17"W, 410.25 FT. TO THE POINT OF INTERSECTION OF THE
EAST RIGHT-OF-WAY LINE OF CHENAL PARKWAY AND THE SOUTH RIGHT-OF-
WAY LINE OF TECHNOLOGY DRIVE; THENCE NORTHEASTERLY ALONG SAID
SOUTH RIGHT-OF-WAY LINE, BEING THE ARC OF A 58.00 Fr. RADIUS
CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF
N4901'00"E, 70.80 FT.; THENCE N8VO3'43"E AND CONTINUING
ALONG SAID SOUTH RIGHT-OF-WAY LINE, 15.11 FT.; THENCE
NORTHEASTERLY AND CONTINUING ALONG SAID SOUTH RIGHT OF WAY LINE
BEING THE ARC OF A 280.00 FT. RADIUS CURVE TO THE LEFT, A CHORD
BEARING AND DISTANCE OF N51'55'42"E, 264.06 FT.; THENCE
N23'47'41"E AND CONTINUING ALONG SAID SOUTH RIGHT-OF-WAY LINE,
132.30 FT. TO THE POINT OF BEGINNING, CONTAINING 81,963 SQUARE
FEET OR 1.8816 ACRES MORE OR LESS.
3
J
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. DATERS, HEREBY_ CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS4A ?;t
PLAN MADE BY ME, AND THAT> THE w ,,
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS .
HAVE BEEN COMPLIED WITH.
F
T k if'
DATE OF EXECUTION TIMOTHY E. rDOER9h
REGISTERED PRgFESNAL
ENG{NEER NQ f03 �iRKAN
��YY z
�4h
1 ATE
i A,
w�1
CERTIFICATE 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 ACCORDANCE WITH THIS PLAT.
(
DATE OF EXECUTION
PAGE
ADDRESS
INSTRUMENT NO.
CERTIFICATE OF FINAL 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
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION LITTLE ROCK PLANNING
SAS COMMISSION
THIS DOCUMENT; NUMBER FILED FOR
RECORD , 19' IN PLAT BOOK
PAGE
GENERAL NOTES:
1. 1/2" IRON PINS WERE SET AT. ALL LOT CORNERS
//2. ALL EASEMENTS SHOWN ==== ARE TO BE USED
i FOR DRAINAGE AND/OR UTILITIES.
5�"1w/F/✓l ��� '/
S86°58'24'W 3. LOTS WITH ROUNDED CORNERS ARE
11-S-R� MEASURED TO A POINT OF INTERSECTION
47.85' C OF LOT' LINES AND NOT POINTS ON A
CURVE.
4. DISTANCES SHOWN ALONG CURVES ARE �,JTTI F PQCV
APPROVE VERIANCE DISAPPROVED()
❑ APPROVE ZONING DISAPPROVED❑
B`'_-�------ iF
cod
m
IZf NO ADDITIONAL EASEMENTS REQUIRED
C7 ADDITIONAL 'ASEMENTS ARE REQUIRED
AS SHOWN
BY 1 k 1{-
DATE: -' t;
SNAfST CO.
CHORD DISTANCES. {�"'
5. ERROR OF CLOSURE: EXCEEDS 10,000t $ �
t
f:P:-i:1„L:'v7 i:EULRcD
DAT"r'
PLA T OF Ely
LOT 7
BEING PART OF THE W 1 /2 SE 1 /4
SECTION 36, T-2-N, R-14-W
PULASKI COUNTY, ARKANSAS
® VV11I1J111 LC/�11U111111Ce1lUA% � d`110.Y6y®�L11L!]ll 1/d�y lliVli.io
CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING
401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201
Job No. 98_0502