HomeMy WebLinkAboutS-0641-L Map 10 = 10'48'16"
R = 468.00'
N 16'4 7' 4 4"E
(N18-25'06"E PAGIS)
88.85 (CHORD) .
p = 18'16'54"
R = 468.00'
T = 75.30'
N 13'03'25"E
(N14'4O'47"W PAGIS)
149.42' (CHORD)
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,L'� = 07'28'38 II,� _�J -��- •-L�_ 1-- I /f RAIN4
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R = 46&00' 0.12 ACRES
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T 16.03'
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LOT 2
0.67 ACRES
29016 S.F.
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.
LITTLE ROCK MUNICIPAL WATER WORKS DATE OF EXECUTION
221 EAST CAPITAL
P.O. BOX 1789 LITTLE ROCK, ARKANSAS 72203
SOURCE OF RECORD: DOCUMENT 86-74578
PLAT BOOK C-058
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.
DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 4686
WILLIAM E. RUCK
CERTIFICATE OF SURVEYING ACCURACY
1, WILLIAM E. RUCK, 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.
DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 908
WILLIAM E. RUCK
ERROR OF CLOSURE : RADIAL SURVEY
CERTIFICATE OF FINAL APPROVAL
PERSUANT 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
TI ONS.
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.
CIRCUIT CLERK
LAN -DESCRIPTION
A TRACT OF LAND BEING ALL OF TRACT "C" MARKHAM COMMERCIAL SUBDIVISION, AND A PART
OF THE SE 1/4 OF THE NW 1/4 SECTION 4, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI
COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF SAID TRACT "C" AT A CHISELED "X" ON THE NORTH
RIGHT-OF-WAY LINE OF WEST MARKHAM STREET; THENCE N89'56'13"W ALONG SAID RIGHT-OF-WAY
398.18 FEET TO THE EAST RIGHT-OF-WAY OF BOWMAN ROAD; THENCE ALONG A CURVE TO THE
RIGHT HAVING A CENTRAL ANGLE OF 93'48'30" WITH A RADIUS OF 15.00 FEET, AND A CHORD
BEARING AND DISTANCE OF N43'01'58"W 21.91 FEET; THENCE ALONG A CURVE TO THE RIGHT
HAVING A CENTRAL ANGLE OF 18'16'54", WITH A RADIUS OF 468.00 FEET, AND A CHORD BEARING
AND DISTANCE OF N13'03'25"E 149.42 FEET; THENCE S66'52'33"E 412.52 FEET TO THE POINT OF
BEGINNING; SAID TRACT OF LAND CONTAINING 0.79 ACRES (34199 S F) MORE OR LESS
-- I FOUND
1/2" REBAR
-- 13 W -- - -- 2
N89'56POINT OF BEGINNING
_ _ 342-13' -- --
- - - - - - - _ _ R/W FOUND
- - - - `/W
398.18' - �1 I CHISELED 'Y'
- -
--___ ----- -SOUTHEASTCORNER
- -- - -
- TRACT "C'
5' RIGHT-OF-WAY DEDICATION
2'x 2' ROCK ����A
COLUMN (TYP) �` ��" �J ,r\I�
Pl
THE FLOOD INSURANCE RATE MAP PREPARED BY THE F�E�DERAL
EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER
050181 0006 E AND DATED NOVEMBER 3, 1993, SHOWS ALL OF
THE PROPERTY BELOW THE 100-YEAR FLOOD, AND THAT THE SITE
HAS A ZONE AE (399.00) CLASSIFICATION " AREAS DETERMINED
TO BE INSIDE 100-YEAR FLOOD PLAIN".
,. EGISiERF'
T E
!• STATE OF**.
I/I/ ARK�NSAS L
ARKKANSAS
N0. 908'_
_\
REGISTERED
PROFESSIONAL
o • �:
ENGINEER
%��•'���AM E:�•'
CERTIFICATION OF
SURVEY
%rSf ••......• S�`.
�1L No.4686 n��1
I, William
E. Ruck, Arkansas
Registered Land Surveyor
No. 908,
hereby certify that
a survey crew of Garver+
Garver, P.A.,
under my direction
has performed a
survey of
the property described
hereon, and
that this
plat is an accuratA
portrayal Of the survey
results.
J
William E.
Date
Ruck
WEST MARKHAM ST. (80' R/W)
PAGIS
NO.
NORTHING
EASTING
BEARING
1
1189384. 1
154367.91
S65'15'12"E
2
1189212 2
154742.54
11
N88'18'51 "W
3
118922k.19
154400.55
N88'18'51"W
4
11892�3.84
154344.53
N41'24'36"W (CHORD)
5
11892
0.27
154330.04
N09't3'S8"E (CHORD)
6
11893
0.51
154339.83,r
S88'18'51 "E
7
11892 .66
154402.80
LEGEND
O ;GUND 1/2" REBAR
SET 1/2" REBAR
�AS>= �taEnl"fS l (�Q U 1(LF�T�
CJd � Al i EiZCz'{ .
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NOTES:
c✓1
1. BASIS OF BEARINGS IS THE NORTH LINE OF TRACT "C" TAKEN
FROM MEHLBURGER TANNER ROBINSON & ASSOCIATES FINAL
PLAT OF TRACTS "B" & "C", MARKHAM COMMERCIAL SUBDIVISION
DATED 10-30-86.
0SWBT
2. THE PROPERTY MAY BE SUBJECT TO EASEMENTS, COVENANTS, CO.. 'ARKLAeMftarrAPPROVED _.
RESTRICTIONS, AND OTHER ENCUMBRANCES THAT MAY BE REVEALED EaserINlt A ►vnz
E ..ASM F�uIR=rS'�
BY A THOROUGH TITLE RESEARCH. Ease iTirlt Re4u' eii l
3. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE Die
COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM gV
PAGIS MONUMENT 2054. -
4. THE 30' ACCESS EASEMENT IS AN AREA WHICH WILL BE KEPT FREE
AND CLEAR OF ALL OBSTACLES, WHICH COULD INTERFERE WITH
ACCESS BY A MOBILE CRANE. NO CURB OR OTHER IMPROVEMENTS
SHALL STAND HIGHER THAN 6" ABOVE THE SURROUNDING FINISHED TT
SURFACE IN THIS AREA
,.d-.`� ._..�.
-L
iTete�^sti-e •c8 :cC�}Rc�r
,
By
LITTLE ROCK
MUNICIPAL W,,,%Tx W'OPKS
PLANS APPROVED
EASEMENT APFROVE13 -
EAa EVENT REQUIRE
DATE
�Y
S-641-L