HomeMy WebLinkAboutS-1268-A Map 3NINKSON RD. I
REGIONS
BANK
E
BASELINE ROAD R/W VARIES
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CHARLES S. BETTS REVOCABLE TRUST AND
MARY NASH ROSS BETTS REVOCABLE
TRUST BOTH DATED JANUARY 9, 1992
THE BUFFALO
COMPANY, INC
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�� WFST 171.4' (D) \
ro `S�-��! NE CORNER NEI/4 NEl/4
40•0' 0 _ _- SECTION_1-T- -3, R-13-T
POINT OF CO CEMENT
- -- - FOUND 2" BRASS CAP
5' SUIRACK
283 EXXON GAS.,
I
I ISET 'X" N CONCRETE
N 12223 .60
E 12087 5.96
5. ADDITIONAL R/W
- FOUND--2-BRASS CAP
'I 200.00' �.�_...` �" 26.28 , 1 7.76'
FOUND 2" BRASS CAP ^
4' VI v
N / _ POINT OF BEGINNING roo
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A � {j
EA EMENT
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J -{ ww 33 \a
\ C F010 1 /2 L I N o N a 0 ;N
LOT 1 ' mo^
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ZZ Z
TOP YH 81.34 `S� a -,' '� 0
IPp-r
LANDSCAPE /
25' `1 /
_ VARIES FROM / ro
�, I t` ACCESS 4.2'TO 3.7' \ m
EASL MEN I I WIDE
WIDE / I
GENERAL NOTES �- '� - -I- IN 122060.78EB
E 1208717.84 I O
1. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT \ ` ( _ _
THE TIME OF THIS SURVEY, EXCEPT AS SHOWN HEREON. ii \ I SET COTTON - _ N8T32'12_W(P�} _
k- 11. el. zeoull 2e1.y2 PICKER �SP3I8NDLE N z T''
N8200. 00"W
COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE_ COTTON
E 1208518.03 N w „i 25'
COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM - \ N I(�ER SPINDLE
\V, �, o "1113 CK
PAGIS MONUMENT 2024. a s N89.48'59"W Z
3. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT i} \` 175.92' $ N
AGENCY FLOOD BOUNDARY MAP COMMUNITY NO. 0501790411 C
INDICATES THAT THIS PROPERTY IS NOT LOCATED IN A
100 YEAR FLOOD ZONE. ND-t/2" REBAR
I I j >
4. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE OR y W
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DELINEATE: BUILDING SETBACK LINES, ZONING REGULATIONS, RESTRICTIONS,
!
28.71'
OR OTHER ITEMS WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY IN
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EXIST. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR zl
THE EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY PGE �pSE1 i�
AFFECT THE USE OR DEVELOPMENT OF THE TRACT. so o
` L N89-4$'59"W
5' ADDITIONAL R/W- "
STATION
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- SET COTTON
PICKER SPINDLE �.
N 122244.19 \
-�a954'00'E 1331 (D) 1
E 1208526.14
S8973609'E
S89'4889� 1.4' (M)
--_... S8T32"12"E(P)
N1B
-
LEGEND
SET 1/2" REBAR
•
FOUND MONUMENT
O
PROPERTY LINE
- -
BUILDING SETBACK LINE -
EASEMENT LINE
LAND LINE
MEASURED BEARING
(M)
& DISTANCE
PLATTED OR RECORD
(D)
BEARING & DISTANCE
PAGIS BEARING
(P)
RLB PROPERTIES, LLC
W. BASELINE ASSOCIATES, LLC
¢�G
STATE OF
ARKANSAS
NO. 1062
o%
SS XTzO'
/ ARI(1NSAS
REGISTERED
PROFESSIONAL
ENGINEER
Ir. No.4686 .,I�
SCALE: 1" = 30'
30 20 10 0 30 60 90
1140 morrow uIS
® .ASEIERR AN WQM
M
`OAIL
RASKIM ROAD
BASELINE ROAD
r-- THIS PROJECT
FTKOUVuA
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VICINITY MAP
OWNER: BASELINE PARTNERS, LLC
PO BOX 5508 - 565 US HIGHWAY 5 SOUTH
PINEHURST, NORTH CAROLINA 28374
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.
ROBERT M. FRIESEN, MANAGER DATE OF EXECUTION
BASELINE PARTNERS, LLC
SOURCE OF TITLE: DOCUMENT 99098074 PULASKI COUNTY
CERTIFICATE OF ENGINEERING ACCURACY
I, WILLIAM 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.
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 HAVE BEEN COMPLIED WITH.
DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 1062
JERRY L. EARNHART
RATIO OF CLOSURE: 1 : 323,700
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 FILED FOR RECORD IN PLAT BOOK
PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO.
3lCi�litilR�(:I`
LAND DESCRIPTION:
PART OF THE NE1/4 NE1/4 OF SECTION 1, T-1-S, R-13-W, PULASKI COUNTY,
ARKANSAS DESCRIBED AS FOLLOWS:
COMM9NCING AT THE NE CORNER OF THE NE 1/4, NE 1/4 OF SAID SECTION 1;
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 BUNG 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 SO. FT.)
MORE OR LESS.
ARKLA
EASEMENT pFgo%IFD 0K Iyoo
EaCS: = P,=GU n� Zw
DATE/�CJ-GV
FINAL PLAT
LOT 1 OF THE
INTEGRA ADDITION
LITTLE ROCK, ARKANSAS
PREPARED BY
Garver Engineers
Little Rock, Arkonsas
AND
EARNHART LAND SURVEYING, INC.
11 SHEILA DR. GREENBRIER ARKANSAS
1JANUARY, 2000