HomeMy WebLinkAboutS-0057-CCC Map 2E:
40'
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N: 158334.80 ('1 4„
E: 1219912.908��th
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-Found Chiuid\'X'
N: 158241.93 \ a Tract K-1-R
E: 1219837.82 r
\ \\ Riverdale Addition
0 Total Area:
\ 3.387 Acres +/-
\ 147,554 Square Feet
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\ Proposed Driveway
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Scale 1 " = 405
N: 157930.64
E: 1219948.43
120,
s..er
N- Relocated Saar Lim
/ SS
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e
POB
Riverdale School Properties, LLC
Tract J-3, Riverdale Addition
Parcel / 33L0070001102
(Moiling Address) P.O. Box 3157 tittle Rock, AR 72203
(Physical Address) 1600 Riverfront Dr.
Plat Book G, Page 615
Curve Table
CURVE
Cl
I RADIUS
1 50.00
ARC LENGTH
67.92'
I CHORD LENGTH
1 62.52
I CHORD BEARING
1 S 19-22.49- W
DELTA ANGLE
77-50.00-
C2
1 924.95
196.74
1 196.37
1 S 6472641 W
12'1114
C3
I 50.G0'
1 78.39
70.60
1 N 64'3447- W
8B49'43'
GENERAL NOTES:
1. Plat Book A, Pg 301 states "10' SANITARY ESMT 5' EACH SIDE
EXISTING 8" S.S. EASEMENT TO BE ABANDONED ON RELOCATION OF 8'
S.S." 10' SEWER EASEMENT AND 8' SEWER UNE HAS BEEN RELOCATED
TO THE SOUTH PROPERTY UNE.
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.
L* FLOOD STATEMENT MAY NOT GUARANTEE AGAINST LOCALIZED FLOODING.
STATEMENT MAY NOT GUARANTEE AGAINST LOCALIZED FLOODING.
of ku�.'X' .
CP Q
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GLOBAL SURVEYING - -
UJ ? CONSULTANTS, INC._ p
NO. 1457
{�
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 RIVERFRONT 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
PAGIS Monument
/2019-0042
S...r
STATE OF'''d
ARKANSAS
No. 1402
o PRELIMINARY,
eMdlASa>$ o� ��
/��'''•.0*AL LAB ,.
14aa11a1e1"0
NOT VAUD IF SIGNATURE
IS NOT IN ORIGINAL RED INK.
LEGEND
�. OR rJ SHOWN FOR DIRECTION ONLY
(UNE CONTINUES)
CALCULATED POINTS
SET 1/2' REBAR ./CAP (UNLESS NOTED)
0 FIE 1/2' RB (UNLESS NOTED)
® WATER METER
Yv
WATER VALVE (uN1ss NOTED)
® SEWER UM 14OLE (S.S.M.H.)
OHE OVERHEAD ELECTRIC
® GAS METER
® DRARIAGE MANHOLE
M.H. MANHOLE
® ONE CALL MARKING
P PLAT
0 GENERAL UTILITY s DRIHM.E EASEMENT TO
DEDICATED BY THIS PLAT
F7 UTILITY EASEMENT TO BE AagVONED
BY THIS PUT
BFE BASE FLOOD ELEVATION
I aYMDaA r.y not AaPeor an Drawing. Us, As AppRaabM
t
Project
Location
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 CERTFY 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 SUBDMSION 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 Rack AR 72209
SOURCE OF TTTLE: WARRANTY DEED INSTRUMENT NO 2013086872
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 EXECUTED UNDER THE AUTHORITY OF
SUCH RULES AND REGULATIONS.
�ntc
DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION "
FOR BILL OF ASSURANCE - DEED BOOK AT PAGE
)WNER/SUBDMDER: SURVEYOR:
AARTIAL ARTS SERVICES INC. GLOBAL SURVEYING CONSULTANTS, INC.
3210 BASELINE RO. 6511 HEILMAN COURT
JTTLE 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./ SDR
DATE: 05 20 15
PART OF SECTION 32, TOWNSHIP 2 NORTH, RANGE 12 WEST
GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 14-1033.01
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