HomeMy WebLinkAboutS-1268-A Map 5REGIONS
BANK
GENERAL NOTES
1.
NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT
THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON.
2.
COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM
PAGIS MONUMENT 2024.
3.
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD BOUNDARY MAP COMMUNITY NO. 0501790411 C
INDICATES THAT THIS PROPERTY IS NOT LOCATED IN A
100 YEAR FLOOD ZONE.
4.
UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE OR
DELINEATE: BUILDING SETBACK LINES, ZONING REGULATIONS, RESTRICTIONS,
%>
OR OTHER ITEMS WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY
EXIST. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR
THE EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY
AFFECT THE USE OR DEVELOPMENT OF THE TRACT.
5.
RATIO OF CLOSURE: 1 323,700
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BASELINE ROAD R/W VARIES
CHARLES S. BETTS REVOCABLE TRUST AND
MARY NASH ROSS BETTS REVOCABLE
TRUST BOTH DATED JANUARY 9, 1992
WEST 171.4(D)
Sp�
40.0•
- -- - FOUND 2" BRASS CAP
IT25' SETBACK / Jj
EXXON GAS
\ STATION
00
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Ott
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N 2
SET COTTON
/ PICKER SPINDLE
N 122244.19
E 1208526.14 'S9E S89*48'59'E 126.40'
S89'48
759" _ S87 32'12'E(P)
- 2Go OO'
FOUND 2' BRASS CAP
�I I POINT OF BEGINNING
25'
ACCESS
�� I (EASEMENT
WW
FOUND 1/2' REBAR I ,^g o
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=N LOT 1
3 0 .
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p 25'
N
o� I SETBACK
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7
I I
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THE BUFFALO
COMPANY, INC
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\--NE CORNER NE1/4 NE1/4
R-19-W
POINT OT CO CEIRNf
26.
h
m
I
SET X. CONCRETE
N 1222 .60
E 12087 .96
5. ' ADDITIONAL R/W
FOUND 2' BRASS CAP
7 7etl I 1 I
i \SEMEN'
- 5' UTILITY EASEMENT
L
N87'32'12_W(P_ _ +
SET COTTON N89'48'59'W tS
LANDSCAPE
VARIES FROM
4.2' TO 3.7'
WIDE
SET 3/8' REE
N 122060.78
E 1208717.84
\PICKER SPINDLE ^�
N 122069.38 cn z 200.00' w 25T COTTON
\ E 1208518.03 N U SETBACK ICKER SPINDLE
w N89'48'59"W
1 75.92 -� � Z N
i
\ / I F ND 1 /2' REBAR
LEGEND
SET 1/2" REBAR
•
FOUND MONUMENT
p
PROPERTY LINE
BUILDING SETBACK LINE
-
EASEMENT LINE -
- - - - -
LAND LINE
- - - -
MEASURED BEARING
(M)
& DISTANCE
PLATTED OR RECORD
(D)
BEARING & DISTANCE
PAGIS BEARING
(P)
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2871
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30
N89'48'59"W
5 �. 71'
5' ADDITIONAL R/W
RLB PROPERTIES, LLC
W. BASELINE ASSOCIATES, LLC
G ISTE
4 I?
sins or
ARKANSAS
NO. 1082
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No.4686
SCALE: 1" = 30'
30 20 10 0 30 60 90
DRNHAM DR. I
VICINITY MAP
80ELM ROAD
THIS PROJECT
l+IM
OWNER: BASELINE PARTNERS, LLC
PO BOX 5508 - 565 US HIGHWAY 5 SOUTH
PINEHURST, NORTH CAROLINA 28374
CERTIFICATE OF VV*R
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.
ROBERT M. FRIESEN, MANAGER DATE OF EXECUTION
BASELINE PARTNERS, LI_C
SOURCE OF TITLE: DOCUMENT 99098074 PULASKI COUNTY
CERTIFICATE OF ENGINEERING ACCURACY
I, WIH IAM E. RUCK, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
/-- !4- 200o /4111 1_e- zo(
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686
CERTIFICATE OF SURVEYING ACCURACY
I, JERRY L. EARNHART, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE UNDER MY SUPERVISION, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE
CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HABEN COMPLIED WITH.
DATE OF EXECUTION GISTERED LAND SURVEYOR N0. 1062
JERRY L. EARNHART
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 REGULA
TIONS.
DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION
CERTIFICATE OF RECORDING
THIS_DOCUMENT NUMBER W,2,"��-L' 927Y FILED FOR RECORD IN PLAT BOOK
PAGE L.a L FOR BILL OF ASSURANCE SEE DOCUMENT NO. � c:L`2'2c 7 k
CAROLYN STALEY, Circuit County Clark
CIRCUIT CLERK
LAND DESCRIPTION:
PART OF THE NE1/4 NE1/4 OF SECTION 1, T-1-S, R-13-W, PULASKI COUNTY,
ARKANSAS DESCRIBED AS FOLLOWS:
s
COMMENCING AT THE NE CORNER OF THE NE 1/4, NE 1/4 OF SAID SECTION 1; •••^yam r `v� '�
THENCE WEST 171.4 FEET; THENCE SOUTH 40.0 FEET TO A FOUND 2" BRASS ••'' "'',
CAP ON THE SOUTH RIGHT-OF-WAY LINE OF BASE LINE ROAD; THENCE
SO'02'59"W 145.0 FEET TO A FOUND 2" BRASS CAP BEING THE POINT OF
BEGINNING; THENCE S89'48'59"E ALONG THE SOUTH LINE OF THE EXXON
PROPERTY 126.4 FEET, THENCE S00'22'40"W 175.00 FEET; THENCE N89'48'59"W
200.00 FEET; THENCE N00'22'40"E 175.00 FEET; THENCE S89'48'59"E 73.60
FEET TO THE POINT OF BEGINNING CONTAINING 0.803 ACRES (35,000 SQ. FT.)
MORE OR LESS.
FINAL PLAT
LOT 1 OF THE
INTEGRA ADDITION
LITTLE ROCK, ARKANSAS
PREPARED BY
Garver Engineers
Little Rock, Arkansas
AND
EARNHART LAND SURVEYING, INC.
11 SHEILA DR. GREENBRIER ARKANSAS
JANUARY, 2000 0�