HomeMy WebLinkAboutZ-6407-A Map 2L = 10'53'38"
R = 468.00' Q
T = 44.63' I-
L = 88.98' O
(N18'25'06"E PAGIS) 1
N16'47'44"E
88.85 (CHORD)
20' ESMT
25' FOOT
,nN = 17'02'45"
R = 468.00'
T = 70.13'
L = 139.23'
N 13'43' 11 "E
138.72' (CHORD) --
FOUND
1/2" REBAR
1.47' NORTH
CONCRETE
C--�'PICRETE-
WALL
L = 06'09'07"
R = 468.00'
T = 25.15'
L = 50.25'
N08'16'22"E
50.23' (CHORD)-_--''
C
O ' n Wrt+ •a z s
L'.os � 4 i � b Y. s, roYcc .c ^" � 7`•. 0
r •" o•n[ , is da
01 �`,' . � t •;:.Y." P
•
SI OC ION
G � 3
°s � w.•.000
i]ii r
a ti
6 7
BUILDING / CD z I VICINITY M A P
SETBA� a � � `�
lla I l ? wI SCALE 1"= 2000'
villi/
11 Ln l I 24" RCP TO
1/ w z I I "BE RELOCATED
li l I cUi� L ---L-- - --- I/ BY OWNER OF
EXISTING R -O -W
RC'p
� =
= 07'31'38"
R =
20.00'
�[
R = 20.00'
L =
33.21'
\S�
T = 1.32'
29.52'
(CHORD)
153442.60
L = 2.63'
N88 -18-51"W
4
153444.08
N01'26'00"E
N40'44'50"W (CHORD)
5
153466,44
2.63' (CHORD)
N09'53'43"E (CHORD)
6
153515.92
EXISTING R -O -w
588'18'51 "E
7
p
= 102'01'09"
R
= 20.00'
T
= 24.71'
L
= 35.61'
N38'55'38"W
31.09'
(CHORD)
�,�,�tnwNNir
�` ®POO®••„ee /�
e5TATE OF e'•
ARKAN� AS
00
" _
v'
�j J� ••s•e®• C0� ��
��+NII Inntt
q w t. y 1 I LOT 2E4)1
a¢ I I I � h P �\ CgTF
or,,l�, m 1-_ "Z
0
N89'56'13 r' n 7 I I C�lygY)
�- a 5U BUILDING
FRC24" RCP SETBACK
1124" P
FINISH FLOOR
{GI LOT C2
o ELEIV. = 401.54 0.67 ACRES
�6" PIDE
f \
Ex
ISTING - • I 29016 S.F.
1 -STORY I h \ \
ROCK &FRAME I\
NI
PUMP STA. #16/
aI
ONCRETEal ENTERGY GUY CABLE
LO �� x RAIN wf EASEMENT
0.4 2 ACR -ES--
S/WI w oL------------------------------------------------------ 4/�'• \\
583
F-. -
5 z
ASPHALT Mo Z
i
-PARKING WIyO o �c_ ° a
Nq QU z 4 N7 10 m m U
w w
w
T EA�44 n -- FOUND CC 330.39' w
4" X50.25' 3 N89'5613 W `` i/2" REBAR
--�- -- -n - R/W
S/W------- ---- --
-- __-- -- -- -- 392.81----------------------
NEW
R -O -W
� =
95'08'01"
R =
20.00'
T =
21.88'
L =
33.21'
N42'22'1
2_"W
29.52'
(CHORD)
gt AT E
CONCRETE
2'x2' ROCK
COLUMN (TYP)
REGISTERED
PROFESSIONAL
ENGINEER
lL No.4686 t%�
z rAAf FARZ V
5' DEDICATION FOR RIGHT-OF-WAY
THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER iO
050181 0006 E AND DATED NOVEMBER 3, 1993, SHOWS ALL OF
THE PROPERTY BELOW "HE 100 -YEAR FLOOD, AND THAT THE SITE
HAS A ZONE AE (399.0)) CLASSIFICATION " AREAS DETERMINED
TO BE INSIDE 100 -YEAR FLOOD PLAIN".
CERTIFICATION OF SURVEY
I, William E. Ruck, Arkansas Registered Land. Surveyor
No. 908, hereby certify. that a survey crew of Garver+
Garver, PA., under my direction has performed a
survey of the property described hereon, and
that this plot is on accurate portrayal of the survey
results.
William E. Ruck Date
WEST MARKHAM ST. (80' R/W)
PAGIS
NO.
NORTHING
EASTING
BEARING
1
153600.22
1190152.49
S65'15'12"E
2
153432.88
1190515.54
N88'18'51"W
3
153442.60
1190185.29
N88 -18-51"W
4
153444.08
1190135.06
N40'44'50"W (CHORD)
5
153466,44
1190115.79
N09'53'43"E (CHORD)
6
153515.92
1190124.42
588'18'51 "E
7
153514.07
1190187.39
LEGEND:
0 FOUND 1/2" REBAR
r SET 1/2" REBAR
SCALE. 1 „ = 20'
20 10 0 20 40 n0
e IQ J
NOTES:
97 08.4421 �
CERTIFICATE OF OWNER
WE, TH UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO
HERE CERTIFY THAT HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY
LAY F ,PAT ND DIVIDE SAID REAL ESTATE IN ACC RDANCE WITH THIS PLAT.
12117
LITTLE ROCK MUNICIPAL WATER. WORKS DATE d 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
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.
pec i� &Jr7
DATE 0- ION REGISTERED PROFESSIONAL ENGINEER N0, 4686
WILLIAM E. RUCK
CERTIFICATE OF SURVEYING ACCURACY
I. 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
TIONS. Q /1
sernhGY' i8,997 Qs
DATE OF EXECUTION,IjE ROCK PLANNING COMMISSION
CERTIFICATE OF RECORDINn.44 `i� j p �
THIS,pOCUMENT NUM ER FILED FOR RECORD.AR_9IN PLAT BOOK
� PAGE ' FOR BILL OF ASSURANCE SEE DOCUMENT NO.
CIRCUIT CLERK
AND _DESCRIPTIO
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 392.81 FEET TO THE EAST RIGHT-OF-WAY OF BOWMAN ROAD; THENCE ALONG A
CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 102'01'09" WITH A RADIUS OF 20.00 FEET,
AND A CHORD BEARING AND DISTANCE OF N38'55'38"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 ALONG A CURVE TO THE
RIGHT HAVING A CENTRAL ANGLE OF 17'02'45", WITH A RADIUS OF 468.00 FEET, AND A CHORD
BEARING AND DISTANCE OF N13'43'11"E 138.72 FEET; THENCE S66'52'33"E 412.52 FEET TO 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"
-
--- - - - - - - - - - - - - - - - -------------
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, 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.
O REVISED PAGIS COORDINATES FROM RECORDED PLAT
DATED 12-2-97, PLAT BOOK F, PAGE 59,
me]
REVISIONS
LITTLE ROCK MUNICIPAL WATER WORKS
AN AMENDED REPLAT OF TRACT C
.AND ADJOINING PROPERTY
MARKHAM COMMERCIAL SUBDIVISION
LITTLE ROCK, ARKANSAS
DESIGNED BY: WERSCALE:
DRAWN BY: LRB Garver+Garver 1`20'
t7ft�B No.
CK" ED BY: WER Engineers and Planners g7-1332
Little Rock, Arkon sas
DATE: SHEET NO.
12-01-97 1 __