HomeMy WebLinkAboutS-0057-DDD Map 240'
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N: ssiai.93 \ `.. Tract K-1-R
E 1219837.62 .,6; : +
\ \\ Riverdale Addition
Total Area
3.387 Acres +/-
\ \�� 147,554 Square Feet
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Scale 1 " = 40'
N: 157930.64
E 1219948.Cl
120'
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Riverdale School Properties, LUC
Tract J-3, Riverdale Addition
Parcel # 33LOO70001102ss) (Mailing AddreP.O. Box 3157 Little Rock, AR 72203
(Physical Address) 16M Riverr ont Dr.
Plat Book G, Page 615
Curve Table
CURVE
Ct
I RADIUS ARC LENGTH
I 50.D0' 67.92
I CHINA LENGTH
52.82'
CHORD BEARING
S 19"2249 W
DELTA ANGLE
I 7T50'00•
C2
1 924.95 198.74
1 198.37
S 842641 W
I 12'1114
C3
1 Sol 1 78.39'
1 70.60•
N 843447 W
I eB49'43
GENERAL NOTES:
1. Pkrt Book A. P9 301 states •10' SANITARY ESM T 5' EACH SIDE
EXISTING 8' S.S. EASEMENT TO BE ABANDONED ON RELOCATION OF e"
S.S.' 10' SEWER EASEMENT AND 8' SEWER LINE HAS BEEN RELOCATED
TO THE SOUR? PROPERLY 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.
OF AUTho�/,.
9 GLOBAL SURVEYING = -j
W CONSULTANTS, INC. p
v ' NO. 1457 `
vpIF
gNsq S_
S\J\, �
Sewer
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 RNERFRONT 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
PAIS Monument
mme uent
#2
4 ` STATE r,OF
iww,bV,tr� nrLmlm v`,,0
NOT V;AUD IF SIGNATURE
IS NOT IN ORIGINAL RED INK.
LEGEND
} OR J SHOWN FOR DIRECTION ONLY
(UNE CONRNUES)
CALCULATED POINTS
SET 1/2' REBAR s/CAP (UNLESS NOTED)
FND 1/2' RB (UNLESS NOTED)
® WATER METER
VIV
WATER VALVE (UNLESS NOTED)
® SEWER MANHOLE (SS.M.H.)
ONE OVERHEAD ELECTRIC
GAS METER
DRAINAGE MANHOLE
M.H. MANHOLE
® ONE CALL MARKING
P PLAT
® GENERAL unLm & DRAINAGE EASEMENT TO
DEDICATED BY THIS PLAT
Q UTILITY EASEMENT TO BE ABANDONED
BY THIS PUT
Ell BASE FLOOD ELEVATION
Symbol9 Noy Not Appear On Dmeng. Use As Ap kO
dsgte 0.d � \
�. rotecto
LocaPti
VICINITY MAP -- N. T. S.
No°'\
5
d Rd'
vNel
l YU 3 7 4-39
,.� ��� LIr
CERTIFICATE OF RECORDING: THIS DOCUMENT, NUMBER
FILED fOB 4'',7
RECORD 20__, IN PLAT BOOK ,PAGE
g
^ 4
2015039780 Received: 7/1/2015 4:21:32 PM
% <
SIGNED
offi ial ec:2d38 PM Filed &
, /% / � Recorded:
in Official Records of Larry Crane,
2% d 4 G Recorded n
PULASKI COUNTY CIRCUIT/COUNTY CLERK
(NAME)CLERK
Fees $15,00
CERTIFICATE OF SURVEYING ACCURACY:
l,. PAXTON R. SINGLETON, HEREBY CERTIFY -THAT -THIS PLAT CORRECILY REPRESENTS A.-BQUIJDARI'__SURVEY
MADE OR VERIFIED
BY ME, ALL MONUMENTS REQUIRED ACTUAL1: EXIST'ANU ARE'"CORRECTLY SHOWN HERON AND THAT ALL SURVEYING
REQUIREMENTS OF THE LITRE ROCK SU ION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH.
1
June 30. 2015
DATE OF EXECUTION--�PAXTON R. SIN ON 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
AC-C7ORDANCEE WITH THIS PLAT.
L� j
DATE OF EXECUTION (Signature) (Print)
(Title)
Martial Arts Services Inc
6210 Baseline Rd.
Little Rack, AR 72209
SOURCE OF TIRE: WARRANTY DEED INSTRUMENT NO 01 08687
CERTIFICATE OF FINAL APPROVAL:
PURSUANT 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 EXEf yt�I&THPtATF
SUCH RULES AND REGULATIONS. F�lwv, L
II d
DATE OF EXECUTION LITTLE ROC NING COMMISSION
FOR BILL OF ASSURANCE - DEEJ BOOK AT E BY-_11 � L ��
WNER/SUBDMDER: SURVEYOR:
ARTIAL ARTS SERVICES INC. GLOBAL SURVEYING CONSULTANTS, INC.
210 BASELINE RD. 6511 HEILMAN COURT
TTLE ROCK, ARKANSAS 72209 NORTH LITTLE ROCK, ARKANSAS 72118
501-455-4984
Re -Plat:
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./STIR
DATE: 06 30 15
PART OF SECTION 32, TOWNSHIP 2 NORTH, RANGE 12 WEST
GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 14-1033.01