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N: 158241.93 \ Tract K-1-R,
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\ '.. Riverdalh Addition
\ Total Area:
\ \ 3.387 Acres +/-
\��s 147,554 Square Feet +/-
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TRACT K-1-R" RIVERDALE
ADDITION DESCRIPTION: (as Surveyed)
A TRACT OF LAND BEING ALL OF TRACTS K-1 AND K-2,
RIVERDALE ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, RECORDED IN PLAT BOOK A. PAGE 301, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A FOUND 1/2 INCH REBAR W/CAP (979) BEING THE
SOUTHEAST CORNER OF SAID TRACT K-2 AND ON THE WESTERLY
RIGHT-OF-WAY (R/W) LINE OF RM_l2FRONT DRIVE; THENCE ALONG SAID
R/W NORTH 19 DEGREES 32 MINUTES 33 SECONDS WEST, 363.42 FEET
TO A FOUND 1/2 INCH REBAR, THENCE ALONG A CURVE TO THE LEFT
WITH A RADIUS OF 50 FEET AND ARC LENGTH OF 78.39 FEET, CHORD
BEARING NORTH 64 DEGREES 34 MINUTES 47 SECONDS WEST, 70.60 FEET
TO A FOUND 1/2 INCH REBAR IN THE SOUTH R/W LINE OF RIVERDALE
ROAD; THENCE ALONG SAID R/W SOUTH 70 DEGREES 29 MINUTES 25
SECONDS WEST, 23.13 FEET TO A FOUND 1/2 INCH REBAR; THENCE
ALONG A CURVE TO THE LEFT WITH A RADIUS OF 924.95 FEET AND ARC
LENGTH OF 134.58 FEET, CHORD BEARING SOUTH 66 DEGREES 21
MINUTES 45 SECONDS WEST, 134.46 FEET TO A FOUND 1/2 INCH REBAR;
THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 924.95 FEET
AND ARC LENGTH OF 62.16 FEET, CHORD BEARING SOUTH 60 DEGREES 17
MINUTES 36 SECONDS WEST, 62.15 FEET TO A FOUND CHISELED "X";
THENCE SOUTH 58 DEGREES 22 MINUTES 09 SECONDS WEST, 63.70 FEET
TO A SET CHISELED "X"; THENCE ALONG A CURVE TO THE LEFT WITH A
RADIUS OF 50 FEET AND ARC LENGTH OF 67.92 FEET, CHORD BEARING
SOUTH 19 DEGREES 22 MINUTES 49 SECONDS WEST, 62.82 FEET TO A
FOUND CHISELED "X" IN THE EAST R/W OF BROOKWOOD DRIVE; THENCE
ALONG SAID R/W SOUTH 19 DEGREES 33 MINUTES 43 SECONDS EAST,
330.36 FEET TO A FOUND 5/8 INCH REBAR W/CAP (1392); THENCE
LEAVING SAID R/W NORTH 70 DEGREES 29 MINUTES 34 SECONDS EAST,
203.77 FEET TO A FOUND 5/8 INCH REBAR W/CAP (1392); THENCE
NORTH 70 DEGREES 28 MINUTES 33 SECONDS EAST, 166.25 FEET BACK
TO THE POINT OF BEGINNING, SAID TRACT CONTAINING 147,554 SQUARE
FEET OR 3.387 ACRES MORE OR LESS
PA#2 Monument-�2
{2079-0042 `---�
Sorer
S �,l S TE
---4.` STATE OF �.
AIA . 1 2
N0. 1902
Riverdale School Properties. LLC 0 PRELIMINARY
Tract J-3, Riverdale Addition Q
Parcel / 33L0070001102
(Mailing Address) P.O. Box 3157 Little Rods. AR 72203
(Physical Addrsse) 1600 Riwfront Dr. f �h,BM, a,nAt4
Plot Book G, Poge 615 '% OVAL LA��
"nn,rrn,,,,,,neeaal.
CHORD BEARING DELTA ANGLE
S 19'2249" W 775000 NOT VASIGNATURE
6 IN NOT IN ORIGINAL
GINAL RED INK.
Curve Table
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
C7
50.00'
57.92'
62.82'
C2
924.95'
196.74
196.37
S SC2641" W
171114
C3
50.00'
78.39
70.60'
N 64'34 4 W
89'49 43"
1. Plat Book A Pg 301 states "10' SANITARY ESM7 5' EACH SIDE
EMSTING B" S.S. EASEMENT TO BE ABANDONED ON RELOCATION OF B"
S.S." 10' SEWER EASEMENT AND 8" SEWER LINE HAS BEEN RELOCATED
TO THE SOUTH PROPERTY LINE
FLOOD STATEMENT:
BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO.
0501810068F. DATED OCTOBER 19. 2001 INDICATES THAT ALL OF THE PROPERTY SHOWN
ON SURVEY LIES WITHIN:
ZONE X - SHADED (OTHER FLOOD AREAS) AREAS OF 500-YEAR FLOOD; AREAS OF
100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE
AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR
FLOOD.
* FLOOD STATEMENT MAY NOT GUARANTEE AGAINST LOCALIZED FLOODING.
R
OF A(/jyo-i
GLOBAL SURe ING'= -1
W CONSULTANTS, INC. c p c
NO. 1457 '
'A,F��SA
_
LEGEND
OR p SH0WN FOR DIRECTION ONLY
(UNE CONTINUES)
AD"TED POINTS
SET 1/2' REBAR a/CAP (UNLESS NOTED)
O FWD 1/2" RE! (UNLESS NOTED)
® WATER METER
WATER VALVE (UNLESS NOTED)
® SEWER MANHOLE (SS.M.H.)
ONE OVERHEAD ELECTRIC
® GAS METER
® DRAINAGE MANHOLE
MH. EUNHOLE
® ONE CALL MARKING
P PLAT
E GENERAL UTILITY s DRAINAGE EASEMENT TO
DEIDUOED BY THIS PLAT
UTILITY EASEMENT TO BE ABANDONED
BY THIS PLAT
Be BASE FLOOD ELEVATION
Systboa Mo, Not Appaor On Dreeing. Lim De ApplkaM
m I \
$$ Project
Loca tion
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VICINITY MAP - N. T. S.
PLAT CERTIFICATIONS:
CERTIFICATE OF RECORDING: THIS DOCUMENT, NUMBER _ _ FILED FOR
RECORD , 20-_, IN PLAT BOOK , PAGE
SIGNED
(NAME)CLERK
CERTIFICATE OF SURVEYING ACCURACY:
I, PAXTON R. SINGLETON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED
BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HERON AND THAT ALL SURVEYING
REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
April 30. 2014
DATE OF EXECUTION PAXTON R. SINGLETON REGISTERED PROFESSIONAL LAND SURVEYOR NO. AR1402
OWNER'S CERTIFICATION:
I (WE), THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT I (WE)
HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN
ACCORDANCE WITH THIS PLAT.
DATE OF EXECUTION (Signature) (Print) (Title)
Martial Arts Services Inc_
6210 Baseline Rd.
Little Rock, AR 72209
SOURCE OF TITLE: WARRANTY DEED INSTRUMENT NO, 2013086872,
CERTIFICATE OF FINAL APPROVAL:
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE,ACONQI1jpqIpF APPROVAL HAVING
BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF
SUCH RULES AND REGULATIONS.
DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION
FOR BILL OF ASSURANCE - DEED BOOK AT PAGE
IWNER/SUBDMDER: SURVEYOR:
MARTIAL ARTS SERVICES INC. GLOBAL SURVEYING CONSULTANTS, INC.
i210 BASELINE RD. 6511 HEILMAN COURT
.ITTLE ROCK, ARKANSAS 72209 NORTH LITTLE ROCK, ARKANSAS 72118
501-455-4984
Re -Pl a t:
Tract K-1-R, Riverdale Addition
being a Replat of Tracts K-1 & K-2, Riverdale Addition
to the City of Little Rock,
Pulaski County, Arkansas
SCALE: 1" = 40'
Survey For: Martial Arts Services Inc.
DRAWN BY: J.W./SDR
DATE: 20 15
PART OF SECTION 32, TONNSHIP 2 NORTH, RANGE 12 WEST
GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 14-1033.01
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