HomeMy WebLinkAboutS-0641-L Map 3• n = 10'53'38"
R = 468.00'
T = 44,63'
L = 88,98'
(N18'25'06"E PAGIS)
N16'47'44"E
88.85' (CHORD)
S;Le
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u
CERTIFICATE OF OWNER
WE. IHE UNDERSIUNEU, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED
HERFIN, DO
CERTIFY THAT WEI HAVE LAID OfF, PLATTED AND SUBDIVIDED, AND DO
HERE�F.
HEREBY
LAY P'i%kT A%D%V6B IVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS
PLATC!
l f //�1�/ Z
DATE OF EXE UTION
LITTLE ROCK MUNICIPAL WATER WORKS
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
1, 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.
/ Cf �ircl�
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 M014UMENTS REQUIRED ACTUALLY EAIST
AND ARE
CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF 111E LITILE
RUCK
SUBDIVISION RULES AND REGULATIONS HAVE B ENC/OMPL�,I D
/WITH.
l � - I - 9 / > LzT
V h\� 1 - \� I - \ •°•• ..�.��� 'I IL�N Ill �l\- DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 908
7 I I � r �1I �II�II WILLIAM E. RUCK
-ll. I •n � ERROR OF CLOSURE RADIAL SURVEY
LIB CERTIFICATE OF FINAL APPROVAL
rl7 4 JlJ
PEk SUANi i0 THE LITTLE ROCK SUBDIVISION RUI ES AND REGULATIONS, AND All OF THE
CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, 1HIS DOCUMENT IS HEREBYACCEPTED.
Ij / (� /'� � � '°••'•L' ®®® THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULA
III r / 20ESMT U.. f '
r
1) I
n = 17'02'45"
II
III
468.00'
I = 70.13'
II
L = 139.23'
�l
tJ13'43'11"E
I/
138.72' (CHORD)
ill
FOUND
r
1/2" REBAR
1.47' NORTH
1.
CONCRETE
CONCRETE I
'I
WALL
n = 06'09'07"
T = 25,15'
L = 50.2'
50.23' (CHORD)
lll,
rlI
'
I c�
FXISTING R-0=W
n = 07'31'38"
iR
R = 20,00'
\S�
T = 1.32'
2 6 3'
\
!,1)1'26'OO"E
'
' 63' (CHORD)
EXISTING
R-O-W
n
= 102'01'09"
R
= 20.00'
T
= 24.71'
L
= 35.61'
N38'55'38"W
31.09'
(CHORD)
,will 11
'*STATE OF
ARKANSAS
_ /J -
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' phAL L 0
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I25 FOOT / j — --1 I\ Rp VICINITY MAP DATE OF EXECUTION L1TTIf ROCK PLANNING COMMISSION
' 1 BUILDING / u Z \ \ . i Ck C CERTIFICATE OF RECORDING
RE T[II DUCUMENT NUMBER FILED FOR RECORD � JJI PLAT BOOK
�r SETBACK / z W i II \ �� Fk (700, . ' � PAGE FOR BILL OF ASSURANCE SEE DOCUMENT r;d.
D
SCALE 1 =2000
— - / — ma
� � ICq TEp aRculT CLERK
L) / II °4" RCP TO \ F
w z / I -'BE RELOCATED �00
w - - - _ I BY OWNER OF �Wq
a'w-� L ---�- (j Y II LOT 2 \��
a Q I I I ^, Q LAND DESCRIPTIOPJ_
C:) m inI I I ��\ Q) tim
w A TRACT OF LAND BEING ALL OF TRACT "C" MARKHAM COMMERCIAL SUBDIVISION, AND A PART
N89'_`,6'1'" n � 7 I I OF THE SE 1 4 OF THE NW 1/4 SECTION 4, TOWNSHIP 1 NORTH, RANGE 13 WEST, PULASKI
rQ -J '-J \ � \ � COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
tb� BUILDING
24' RCP SETBACK \ \ \ \ \ BEGINNING AT TH[ SOUTHEAST CORNER OF SAID TRACT "C" AT A CHISELED "X" ON THE NORTFI
1124' RCP FINISH FLOOR LOT 2 �� \
J RIGHT-OF-WAY LI14E OF WEST MARKHAM STREET; THENCE N89'56'13"W AL014G SAID
GI ELEIV. = 401.54 �� RIGHT-OF-WAY 3`J2.81 FEET TO THE EAST RIGHT-OF-WAY OF BOWMAN ROAD; THENCE AIONG A
0.67 ACRES \ CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 102'01'09" WITH A RADIUS OF 2000 IEET,
PIPE - in i 29016 S. F. AND A CHORD BEARING, AND DISTANCE OF N38'55 38"W 31.09 FEET; THENCE ALONG A CURVE TO
— EXISTING \
THE RIGHT HAVING A CENTRAL ANGLE OF 07'31'38", WITH A RADIUS OF 20.00 FEET, AND A
/ 1-STORY / I �� CHORD BEARING AND DISTANCE OF N01')6'00"E 2.63 FEET; THFNCE ALONG A CURVE TO THE
ROCK &FRAME / Lni �� RIGHT HAVING A CENTRAL ANGLE OF 17'02'45", WITH A RADIUS OF 468.00 FEET, AND A (.HI)RD
PUMP STA. #16 i Cjl � \
al BEARING AND DISTANCE OF N13'43'11"E 138.72 FEET; THENCE S66'52'33"E 412.52 FEET IO THE
a POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 0.78 ACRES 34,155 S.F., MORE OR
�O T ENTERGY GUY CABLE ( )
' 'ONCRET[ I -
S RAINETCLJi EASEMENT
0,12 ACRES —� — 4 LESS.
z_ /WI� w �L--------------------------------------------=----------�
L5183z _S. F. _ 5 - Z
_ASPHALT I �_ �_ _ �_ �- Y -
j
a PARKING_ WIN Cj p v \ `0 10' m w w T1 _
0 y n
i> N TCT r LT -- -- N FOUND m Ul
Ul
- =t 9 5 13' OI+ PA -in
0 ` „ -- 330.39' n -- -- 2 POINT OF BEGINNING
017 f W cam+ w h
Ali
50.25'' N89 56 13 W ` 1 /2 REBAR R /W FOUND BY:
- - - - - - - - - - - - - - - - - - CHISELED
3 S/y ------ -- 39281'
------ --_ I I SOUTHEAST CORNER
-r - - - - - - - - - - - - - — - - - - - IT- _ TRACT"C"
ATE O�_
CONCRETE
�� N L DEDICATION FOR RIGHT=OF-WAY -- -------_ ` 1 -
-------- — --
NEW R-O-W C.I. - ---
n = 95'08'01"
R = 20.00'
T = 21.88'
L = 33.21'
N42'22'12"W
29.52' (CHORD)
2'x2' ROCK
COLUMN (TYP)
THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL
EMERGENCY MANAGEMEI'LL AGENCY. COMMUNITY PANEL NUMBER
050181 0006 E AND DA7rD 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".
E
ARKANSAS
REGIS'I'ERED
PROFESSIONAL
ENGINEER
44 ►r.
CERTIFICATION OF SURVEY
1, 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 accurate portrayal of the survey
results.
-7
William E. Ruck Dote
WEST MARKHAM ST. (80' R/W)
PAGIS
NO.
NORTHING
EASTING
BEARING
1
1189384.81
154367.91
S65'15'12"E
2
1189217 47
154730,95
N88'18'51"W
3
1189227.19
154400.70
N88'18'S1 "W
4
11892218.67
154350.47
N40'44'50"W (CHOR))
5
1189251.03
154331.20
I109'53'43"E (CHORD)
6
1189300-51
154339.83
S88'18' 51 "E
7
1189298.66
154402.80
LEGEND:
0 FOUND 1/2" REBAR
SET 1/2" REBAR
SCALE: 1" = 20'
,1 0 20 40 60
NOTES:
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.
2. THE PROPERTY MAY BE SUBJECT TO EASEMENTS, COVENANTS,
RESTRICTIONS, AND OTHER ENCUMBRANCES THAT MAY BE REVEALED
BY A THOROUGH TITLE RESEARCH.
3. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, WAD 83, AS DETERMRJED FROM
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
SURFACE IN THIS AREA.
M01
REVISIONS
BY IAPPR.IDATE
LITTLE ROCK MUNICIPAL WATER WORKS
A REPLAT OF TRACT C AND ADJOINING PROPERTY
MARKHAM COMMERCIAL SUBDIVISION
LITTLE ROCK, ARKANSAS
DESIGNED BY: WER
DRAWN BY: LRB
CHECKED Y: WER
DATE: 12-01 —97
Garver+Garver
Engineers and Planners
Little Rock, Arkansas
SCALE.
1' =20'
JOB N0.
97-1332
SHEET NO
Sii(041-L