HomeMy WebLinkAboutS-1621 Map 27
1/2' Rebar
i
3/8" Rebar
O
1 1" Pipe
This Area Dedicated to
the City Per this Plot-
9 3/4" Pipe
NW Corner Lot 7,
Bonnie-Broe Addition,
Plat Bk. 7, Page 8
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N
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of
LOT 7
LOT 8
E
0
N
Bonnie -Brae 'Addition uJ
Plat Book 7, Page 6
0
�I
0
LOT 9 LOT 70 z i
_ ---- -- -
_. _. SE Comer Lot 10, Section
- - - - -- Bonnie-Broe Addition, (Per Plat Book 7, Page 8)
307.45'(m) - Plat Bk, 7, Page 6
N 86`50'43" W N 86`50'43" W
_ 2_31 (m)
01210 St. - 50' Plotted Right of Way
Asphalt Paving - (Width Varies) w/Curb & Gutter
Physical Centerline"— —
is Area Dedicated to
e City Per this Plat
25.1 %
147 1 S_88�50'43" —
B9 # �26.2 L,
le GZ. — 21 P.O.B.
_ PK Nail
725'Setback
ent '
#148/
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-------------- 15.0
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/ Area: I ?
4.313 Acres
�� / 187,872 Square Feet I I
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\�—__---------- 25' Setback Line --------- _ I
I ate_ --- �------- --1
t�2
sEasementJ" Rebr ?�' 86�54'05' ,49
12 286.46'
NE Corner Lot 7,
Killarney Addition,
Plot Bk. 6, Page 2
LEGEND
---
PROPERTY LINE
—
CENTERLINE
(m)
AS PER SURVEY
COMPUTED POINT
SET 1/2" REBAR (UNLESS NOTED)
0
FOUND MONUMENT AS NOTED
All Symbols May Not Appear On Drawing. Use As Applicoble.
Physical Centerline
Illinois St, - 50' Platted Right of W ay
Asphalt Paving - (Width Varies) w/Curb & Gutter
449.93'(m) -
- N 86'54'05" W
FINAL PLAT OF:
LOT I , OHIO PARK,
...5 AN ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS,
= BEING A REPLAT OF LOT 1, R. W. DAVIS ADDITION, LOT "A" O.B. FULMER ADDITION, LOTS 1 & 2
nui `" LUSK'S SUBDIVISION; LOTS 1-4 & LOT "I", SHELBY ADDITION; LOTS 1-3 PETITE ADDITION; AND
PART OF THE E112 SW114 NE114 NE114
m o SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST
Cn
5 8" Rebar
NE Corner Lot 1,
Killarney Addition,
Plat Bk. 6, Page 2
VICINITY MAP — N.T.S.
yr "�inri(ufi tt�``. J•
LAB
NOT VOIDI IF BLUEAINKRE
CURVE TABLE:
-CURVE N RADIUS ARC L
31 20.00' 31.18
C2 20.00 31,67
L
N 42'14'43" W 28.12'
N 4T47'07 E 28,47'
Tract Description: (As Per Survey)
PART OF THE E1/2 SW1/4 NEt/4 NE1/4, SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 20 FEET SOUTH OF THE SOUTHEAST CORNER OF THE E1/2 NW1/4 NE1/4 NE1/4 OF SAID
SECTION 35, RUN THENCE SOUTH 2 DEGREES 27 MINUTES 26 SECONDS WEST, ALONG THE EAST LINE OF SAID E1/2
SW1/4 NE1/4 NE1/4, A DISTANCE OF 613.53 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ILLINOIS
STREET (50' RIGHT OF WAY); THENCE NORTH 86 DEGREES 54 MINUTES 05 SECONDS WEST, ALONG SAID NORTH RIGHT
OF WAY LINE, A DISTANCE OF 286,46 FEET TO A SET 1/2 INCH REBAR; THENCE ALONG A CURVE TO THE RIGHT
HAVING A RADIUS OF 20.00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 42 DEGREES 14 MINUTES 43
SECONDS WEST 28.12 FEET, THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 31.18 FEET TO A SET 1/2
INCH REBAR ON THE EAST RIGHT OF WAY LINE OF WATT STREET (50' RIGHT OF WAY); THENCE NORTH 2 DEGREES 24
MINUTES 57 SECONDS EAST, ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 573.81 FEET TO A SET 1/2 INCH
REBAR WITH CAP; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CHORD BEARING &
DISTANCE OF NORTH 47 DEGREES 47 MINUTES 07 SECONDS EAST 28.47 FEET, THENCE ALONG THE ARC OF SAID
CURVE A DISTANCE OF 31.67 FEET TO A SET 1/2 INCH REBAR ON THE SOUTH RIGHT OF WAY LINE OF OHIO STREET
(50' RIGHT OF WAY); THENCE SOUTH 86 DEGREES 50 MINUTES 43 SECONDS EAST, ALONG SAID SOUTH RIGHT OF WAY
LINE, A DISTANCE OF 286.41 FEET BACK TO THE POINT OF BEGINNING. SAID TRACT CONTAINING 4.313 ACRES OR
187,872 SQUARE FEET MORE OR LESS ACCORDING TO A SURVEY BY GLOBAL SURVEYING CONSULTANTS, INC. PROJECT
NO. 08-1008.00.
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
NO. 0501810063 F , DATED OCTOBER 19 . 200J-, INDICATES THAT THE PROPERTY
SHOWN HEREON LIES WITHIN ZONE _XL AND IS NOT WITHIN A SPECIAL FLOOD HAZARD
AREA.
30 0 30 60 90
Scale 1" = 30'
NUMBER
NORTHING
EASTING
DESCRIPTION
112
158240.60
1203742.20
Found 1/2" Rebar
147
158853.89
1203768.08
Set 1 2" Rebar
148
158837.01
1204074.27
Set PK Nail
149
158224.05
1204047.98
Set 1 2 Rebar
GENERAL NOTES:
1. 1/20 REBAR WITH CAP MARKED AR PLS# 1402 SET ALL CORNERS (UNLESS NOTED ON SURVEY)
WITHOUT A PREVIOUSLY ACCEPTED MONUMENT.
2. HORIZONTAL AND VERTICAL DATUM REFERENCED TO PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM
(PAgis) AS PER INFORMATION SUPPLIED BY ARROW SURVEYING.
3. ALL EASEMENTS ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES,
4. THE CENTERLINE OF THE 25' EASEMENT IS INTENDED TO FOLLOW THE FLOWLINE OF THE CREEK.
5. ALL EASEMENTS AND/OR SETBACKS SHOWN AND RECORDED ON PREVIOUS PLATS, ENCOMPASSED WITHIN
THE BOUNDARY LINES OF THIS PLAT, WILL BE VACATED ONCE PLAT IS RECORDED AT THE PULASKI
COUNTY CIRCUIT CLERK'S OFFICE.
PLAT CERTIFICATIONS: �A- 2 6:Lv
CERTIFICATE OF RECORDING: THIS DOCUMENT, NUMBER FILED
FOR RECORD 20__, IN PLAT BOOK PAGE
2008062430 Received:911OJ2008 2:26:20 P
SIGNED Recorded: 09110/2008 02:39:36 PM Filed &
Recorded in Official Records of PAT O'BRI i
ems'" �`�'�"�Y •t PULASKI COUNTY CIRCUITICOUNTY CLEF (NAME)CLERK Fees $15,00
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. /1
DATE or EXECUTION— PAXTON R. SINGLETON REG EO 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 HERBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTAE IN
ACCORDANCE WITH THIS PLAT.
713i1oo
DATE OF EXECUTION THE ANTHONY SC L, I - 7700 0 O STREET, LITTLE ROCK, AR 72227
SOURCE OF TITLE: INSTRUMENT NO. 200804-568
CERTIFICATE OF ENGINEERING ACCURACY:
I, KELTON W. PRICE, 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.
DATE OF EXECUTION NAME, REGISTERED, PROFESSIONAL ENGINEER NO.------ARKANSAS
CERTIFICATE OF FINAL APPROVAL:
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF
APPROVAL HAVING BEEN COMPLETED, THIS DOUCUMENT IS HERBY ACCEPTED, THIS CERTIFICATE IS HERBY
EXECUTEp UN ERQ THE AUTHORITY OF SUCH RULE�k(D REGULATIONS.
�f Ill) (x` tP\�Cx(\,C,c
DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION
FOR BILL OF ASSURANCE - DEED BOOK AT PAGE
OWNER; PREPARED FOR: SURVEYOR:
THE ANTHONY SCHOOL, INC FENNELL PURIFOY HAMMOCK ARCHITECTS GLOBAL SURVEYING CONSULTANTS, INC.
SHARON MORGAN TOM FENNELL PAXTON R. SINGLETON
7700 OHIO STREET 100 MORGAN KEEGAN BLDG. 217 WEST 2ND STREET
LITTLE ROCK, AR 72227 SUITE 320 SUITE 200
501-225-6629 LITTLE ROCK, AR 72202 LITTLE ROCK, AR 72201
501-372-6734 501-455-4984
LOT 1,
Ohio Park,
an addition to the City of Little Rock, Pulaski County, Arkansas
SURVEY DATE: 5 23 08
ISSUE DATE: 7 31 08 SURVEY FOR: Fennell Purifoy Hammock DRAWN BY: PAXTON R. SINGLETON
GLOBAL SURVEYING CONSULTANTS, INC. — PROJECT NO. 08-1008.00
ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF GLOBAL SURVEYING CONSULTANTS, INC., AND SHALL NOT BE USED, DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF GSC, INC.