HomeMy WebLinkAboutS-0057-K Map 24�.
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MONUMENT
L E G E N D
'I�'•.'._:' FUTURE TRACTS
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160.00'
N170°14' E
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CURVE DATA
A=90000'00"
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T=50.00'
L=78.54'
R=50.00'
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CURVE DATA
A = 90000'00"
T = 50,00'
L = 78.54
R = 50.00'
POINT OF
BEGINNING
ARKANSAS RIVER y �•
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R I V E R F R O N T [
RACT
LI
F.I. P
CURVE DATA
A = 05045'00"
T = 30.0�'
L = 60.01
R = 5 97.96'
PROPERTY MAP \/
Scale. I"=500
50' SANITARY SEWER AND
UTILITY EASEMENT
CURVE DATA C'JRVE DATA CURVE DATA
n,=11039'26" A=55001'21" A=230I8'47"
T=55.94' T=13.02' T=12.38'
L=111,49' L=24.01' L=24.411
R=547.96' R=25.00' R=60.00'
S 24034'20""E
24, 28'
Chord S 36048' 54" W
23 10'
S 75°59'W
iS73°0630 W 5701��� CChord S 70 0917"W 111.29'
59,98 RIVERBEND ChordS20°57'37"w
ROAD 24.25'
5
dN73�76> 0 �7QI , Chord N69°35'04 E, 127.72 _ -� N63
57.48 N75 59 E '-----
D OF DEDICATED R-O-W
N 37 °pb'30" N 76--z ` Chord N7001'°04'II"E, 123.22'
54.97'' 59 E --
Chord S 89018'30"E
22.34'
Chord S 72°16'E,19.7
S 24°34'20"E
24.87' \
CURVE DATA CURVE DATA
CURVE DATA
uJ
0= I I°49'39" 0=53004'19"
A=18059'21"
CURVE DATA
T = 61.94' T=12.48'
T=10.04'
Do
0 = 05045'00"
L = 123.44' L= 23.16'
L= 19.89'
0 6
T = 27.52'
R = 597.96' R= 25.00'
R= 60.00'
o N
L = 54.99'
LO
R=547.96'
LEGEND
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«� TRACT D-2AI
I
ACCESS AND UTILITY EASEMENT
TO BE
PLATTED ON EXISTING TRACT
D-2A
O SET IRON PIN
s
A 99NXIL
i e�Vis El�
0 No.36 34
-,IE0._0*
CONCRETE
MONUMENT
POINT OF
COMMENCEMEN
SE CORNER NW I/4,SW1/4
SEC.33, T2 N , R 12 W
N 01° 35' E
46 4.0'
NAME AND ADDRESS OF OWNERS
UNPLATTED PROPERTY
PLEASANT VALLEY, INC.
1720 TOWER BUILDING
LITTLE ROCK,ARK.
PLATTED TRACT D-2A
VIRGINIA M. BAILEY
210 GAINES PLACE
3rd 8 GAINES ST.
LITTLE ROCK, ARK.
72 201
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 SUB-
DIVIDED AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE
IN ACCORDANCE WITH THEE WITHIN PLAT.
PLEASANT VALLEY INC, VIRGINIA M. BAILEY
OWNER UNPLATTED kOPERTY OWNER TRACT D-2A
SOURCE. OF TITLE: DEED BOOK NO. 1053 PAGE NO 423(UNPLATTED)
DOCUMENT NO. 79-46743 (TRACT D-2A)
CERTIFICATE OF ENGINEERING ACCURACY
I, RONNIE D. HALL , HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS
A SURVEY AND A PLAN MADE BY ME OR UNDER MY .SUPERVISION. THAT ALL
MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE,TYPE
AND MATERIAL ARE CORRECTLY SHOWN, AND THAT ALL REQUIREMENTS OF
THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN FULLY
COMPLIED WITH.
r T/,9&Z �� o ,�j/ 3634
REGISTERED PROFESSIONAL ENGINEER NO.
DATE OF EXECUTION
CERTIFICATE OF SURVEY
I,HEREBY CERTIFY, THAT A SURVEY CREW OF GARVER AND GARVER,INC.
ENGINEERS, LITTLE ROCK, ARKANSAS, DID SURVEY THIS PIECE OF REAL ESTATE
UNDER MY DIRECTION AND THIS DRAWING IS AN ACCURATE PORTRAYAL OF
THE SURVEY RESULTS.
Atyx zo�j 198g__
REGISTERED LAND SURVEYOR NO. 865
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULIrS AND REGULATIONS AND
UNDER THE CONDITIONS OF ORDINANCE NO. 11,338 THIS DOCUMENT IS GIVEN
FINAL APPROVAL BY THE LITTLE ROCK PLANNING COMMISSION ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED AND THIS CERTIFICATE EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION
CERTIFICATE OF RECORDING
15' WATER LINE AND THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT
UTILITY EASEMENT BOOK PAGE FOR BILL OF ASSURANCE SEE DEED RECORD
BOOK -PAGE -- - - - -
-TRACT D-2A
ISEE PLAT BOOK A� CIRCUIT CLERKLE(GAL DESCRIPTION
PAGE 317
I A parcel of land Situated in the Northwest 1/4 of the Northwest 1/4 of -Section 33, and also in the Northeast 1/4 of the Northeast i/4 of
Section 32, Township 2 North, Range 12 West of the Fifth Principal Meridian, City of Little Rock, Pulaski County, Arkansas, being more
particularly described as follows:
Commencing at the Southeast Corner of the Northwes: 1/4 of the Southwest 1/4 of Section 33, Township 2 North, Range 12 West; thence
TRACT D-2A1 N 010 35' E, 464.00 feet to a point on :he So.:t,, line of the Riverdale Addition to the City of Little Rock- thence along said South line
LANDSCAPING N 880 43' W. 483.19 feet to a point on the centerline of Riverfront Drive;thence along said centerline N 19b 46' W, 2375.82 feet; thence
TRACT ONLY N 70 14' F, 60.00 feet to a point on the East right-of-way line of Riverfront Drive, said point being he Point of Beginning; thence along a
curve to the right, said curve having 3 radijs of 50.00 feet, and a chord bearing and distance of N 250 14' E, 70.71 feet; thence N 70° 14' E,
11.23 feet; thence along a curve to the right, said curve caving a radius of 547.96 fee'., and a chord `.earing and distance of N-73° 06' 30" E,
54.97 feet; thence N 75 59' E, 57.01 feet; thence along a c_:rve to the left, said c :rve having a radius of 597.96 feet, and a chord bearing and
distance of N 70° 04' 11 " E, 123.22 feet; thence .long a carve to the right, said curve having a radius of 25.00 feet, and a chord bearing and
distance of S 89° 18' 30"E, 22.34 feet; thence along a curve to the left, said curve having a radius of 60.00 feet, and a chord bearing and dis-
tance of S 72° 16' 00" E, 19.79- feet to a point on the Wes; line of a 50 foot Sanitary Sewer Easement; ;hence along said West line,
S 240 34' 20" E, 24.87 feet; thence N 65° 25' 40" E, 25.00 feet to the Centerline of said 50 foot Sanitary Sewer Easement; thence along said
Centerline, N 24° 34' 20" W, 1 .77 feet; thence along a rsrve to the left, said curve having a radius of 60.00 feet, and a chord bearing and
C3 distance of N 24° 34' 20" W, 119.05 feet to a point on the Centerline of said 50 foot Sanitary Sewer Easement; thence along said Centerline,
N 24° 34' 20" W, 15.18 feet; thence S 650 25' 40" W, 25.00 feet to a point on the West line of said 50 foot Sanitary Sewer Easement; thence
along said west line, S 24 34 20 E, 24.28 feet; thence along a curve to the left, said curve having a radius of 60.00 feel, and a c-Aord
bearing and distance of S 200 57' 37" W, 24.25 feet; thence along a curve to the right, said curve `.having a radius of 25.00 feet, and a chord
bearing and distance of S 36° 48' 54" W, 23.10 feet; thence along a curve to the right, said curve having a radius of 547.96 feet, and a chord
Abearing and distance of S 700 09' 17" W, 111.29 feet; thence S 750 59' 00" W, 57.01 feet; thence along a curve to the left, said curve having
SAS EN a radius of 597.96 feet, and a chord bearing and distance of S 730 06' 30" W, 59.98 feet; thence S 700 14' W, 11.23 feet ;thence along a curve
to the Tight, said carve having a radius of 50.00 feet, and a ci.ord bearing and distance of N 64° 46' 00" W, 70.71 feet to a point on the East
right-of-way line of Riverfront Drive; thence along said East right-of-way of Riverfront Drive, S 190 46' E, 150.00 feet, and containing 0.66
acres, more or less.
CURVE DATA
IA=194023'06"
T=475.45'
L=203.56' RIVERBEND ROAD AND TRACT D-2A I
I Re 60.00'
N� RIVERDALE ADDITION
MUit-
� �'�ql LITTLE ROCK, ARKANSAS
r5 J ✓
z EXISTING 50' SANITARY PREPARED BY
SEWER EASEMENT r
GARNER & GARNER INC.
WESTERN BOUNDARY OF D E N G I N E E R S
EXISTING TRACT D-2A D
I LITTLE ROCK ARKANSAS
I 40 20 0 40 80
SCALE - I"= 40'
I I I DATE - MAY 20, 1982
Job No.19581