HomeMy WebLinkAboutS-0641-L Map 2"T r
A = 10'53'38"
R = 468.00'
T = 44.63'
L -_ 88.98'
(N18-25'O6"E PAGIS)
N16'47'44"E
88.85' (CHORD)
0 = 17'02'45"
R = 468.00'
T = 70.13'
L = 139.23'
N13'43'11"E
138.72' (CHORD) -
FOUND
1 /2" REBAR
1.47' NORTH
CONCRETE
CONCRETE
A = 06'09'07" WALL
R = 468.00'
T = 25.15'
L = 50.25'
1108'16'22"E
_`,0.23' (CHORD)
Site
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BUILDINOG // ___ jjj \ \ RO�� VICINITY MAP
SET CA K� z
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CR F r
/ / Q n I I (100, 0 SCALE 1'=2000'
ow
/Lq24" RCP TO
ll w l I f BE RELOCATED FCO
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�- Y ---� III BY OWNER OF ��\ \�\ 0D
c u LOT 2
Q I I I �� o �,�\ %
ff' w m m
¢ N89'56'13" N n 7
/! -- - ----I- I
J8� - - - __ - - - - -I- 15� BUILDING \ \ \ \ \
�. �- - - - 24" RCP SETBACK \
/•/ / 124" RCP \ \
I FINISH FLOOR
' GI ELEIV. = 401.54 LOT C 2 \ \ \ \ \ \ \
r='I-- I• -� 6- PIPE _ 1 0.67 ACRES
EXISTING
1 29016 S.F. \\
1-STORY r;
ROCK & FRAME/
RAME ' i 1
PUMP STA. #16 �I \
Ill.
,t I
T�I
EXISTING R-O-W
L = 07'31'38" R \
20.00'
1 = 1.32' /Y
L = 2.63'
1d01'26'00"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)
• STATE OF ••
ARKANSAS '
N0.98 =
rcTrvrTTle t3.-
;F ;AME..�
Nq( LAPIOluink0`,,
LO / C I _ ' ONCRETEQ-I ENTERGY GUY CABLE \
RAIN LJ EASEMENT
/ /
_51€33-S.F. S W W -�L------------------------------------------------------ 4�-
to
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ASPHALT5 z PARKtNG`W//V I o �� i -o- Yac� -ONA I zz N 10, m DO n a
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\ CONCRETE
NFW
R-O-W
0 =
95'08'01"
R =
20.00'
T =
21.88'
L =
33.21'
N42'22'12"W
29.52' (CHORD)
2'x2' ROCK
COLUMN (TYP)
w F
n (A FOUND N _ _ 330.39' n w
-- 1/2" REBAR
S/W
----------------- - - - - -- 392.81_--------- --
5 DEDICATION FOR RIGHT-OF-WAY
THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL
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
jp // A� " S
Oil!ARKANSAS 1
REGIS'I'ERED
PROFESSIONAL
ENGINEER
�
CERTIFICATION OF SURVEY
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 accurate portrayal of the survey
results.
/i✓C��Ia,• f 1 �C�� l� DPG /, /99 7
William E. Ruck Date
WEST MARKHAM ST. (80' R/W)
PAGIS
NO.
NORTHING
EASTING
BEARING
1
1189384.81
154367.91
S65'l5'12"E
2
1189217.47
154730,95
N88'18'51"W
3
1189227.19
154400.70
N88'18'51 "W
4
1189228.67
154350.47
N40-44'50"W (CHORD)
5
1189251.03
15433120
N09'53'43"E (CHORD)
6
1189300.51
154339.83
S8818'51 "E
7
1189298.66
154402.80
LEGEND:
O FOUND 1 /2" REBAR
• SET 1/2" REBAR
SCALE: 1" = 20'
200 10 0 20 40 60
CERTIFICATE OF OYMER
WE, 1HL UNDE.RSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN. DO
HEREB CERTIFY THAT/WEI HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY
LAY PL.,4T A D OB IVIDE SAID REAL ESTATE IN ACCO DANCE WITH THIS PLAT.
�,127
LITTLE ROCK MUNICIPAL WATER WORKS DATE OF E XE6 ITION
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, HLREBY CERTIFr 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 HAVEEN EN COMPt,I D 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 ACCEPIED.
THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULA
TIONS.
pecceubr
DATE OF EXECUTION LITT ROCK PLANNING COMMISSION
CERTIFICATE OF RECORDING 1 <. -
THI DOCUMENT NUMBER FILED FOR RECORD PLqJ BQ� i
PAGE FOR BILL OF ASSURANCE SEE DOCUMENT 7y I j
CIRCUIT CLERK
LAND 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 TILE NORTH
RIGHT-OF-WAY LINE OF WEST MARKHAM STREET; THENCE N89'56'13"W ALONG SAID
RIGHT-OF-WAY 392.81 FEET TO THE EAST RIGHT-OF-WAY OF BOWMAN ROAD; THENCE AI ONG A
CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 102'01'09" WITH A RADIUS OF 20.OU [LET,
AND A CHORD BEARING AND DISTANCE OF N38'5538"W 31.09 FEET; THENCE ALONG A CURVE TO
THE RIGHT HAVING A CENTRAL ANGLE OF 07'31'38", WITH A RADIUS OF 20.00 FEET, AND A
CHORD BEARING AND DISTANCE OF N01'26'00"E 2.63 FEET; THENCE At_ONG A CURVE TO THE
RIGHT HAVING A CENTRAL ANGLE OF 17'02'45", WITH A RADIUS OF 468.00 FEET, AND A CINIRD
BEARING AND DISTANCE OF N13'43'11"E 138.72 FEET; THENCE S66'52'33"E 412.52 FEET IO THE
POINT OF BEGINNING; SAID TRACT OF LAND CONTAINING 0.78 ACRES (34,155 S.F.). MORE OR
LESS.
POINT OF BEGINNING
FOUND
CHISELED "X"
SOUTHEAST CORNER
TRACT "C"
NOTES:
i. 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, NAD 83, AS DETERMINED 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.
�PU
`ds;�Ird
BY:
DATE:_
N0.
REVISIONS
BY
APPR.
DATE
LITTLE ROCK MUNICIPAL WATER WORKS
d
A REPLAT OF TRACT C AND ADJOINING PROPERTY
MARKHAM COMMERCIAL SUBDIVISION
LITTLE ROCK, ARKANSAS
DESIGNED BY: WER
Garver+Garver
Engineers and Planners
Little Rock, Arkansas
SGAt E.
1 20
DRAWN BY: LRB
JOB N0.
97-1332
CHECKED WER
DATE: 12-01-97
SHEET N0.
OF
S-FA
-L