HomeMy WebLinkAboutS-1621 Map 3_-.7 /2" Rebar - '0
--_-- 3/8" Rebar
1" Pipe
This Area Dedicated
the City Per this P
7 3/4" Pipe
j NW Corner Lot 7,
Bonnie -Brae Addition,
Plat Bk. 7, Page 8
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Bonnie -Brae (Addition
Plat Book 7, I Page 6
LOT 8
LOT 9 LOT 70
Concrete Monument
SE Corner Lot 10,
- -_. ... Bonnie -Brae Addition,
-_- ---- ----- - Plat Sk. 7, Page 8
N 86'50'43" W
ObiO St, - 50' Platted Right of Way
!_ Asphalt Paving - (Width Varies) w/Curb & Gutter
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Physical Centerline -
.is Area Dedicated to --
e City Per this Plat
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tion 35' 7211, R13W
oak 7, Page 8)
N 86'50'43" W
147 Z0 S 86�50'43" E 286.41 '
P.O.B.
PK Nail
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-------_------ 25' Setback Line
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187,872 Square Feet I I
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o, 10' Easement -
\19776
`1 1 t"2Rebor N 86054 '05 " W , -
286.46
I-
\1" Pioe
NE Corner Lot 7,
Killarney Addition,
Plat Bk. 6. Page 2
"- ------ Physical Centerline
Illinois St, - 50' Platted Right of Way
Asphalt Paving - (Width Varies) w/Curb & Gutter
LEGEND
-� PROPERTY LINE
- - CENTERLINE
(m) AS PER SURVEY
A COMPUTED POINT
• SET 1/2" REBAR INOTED
0 FOUND MONUMENT
449.93'(m) -
N 86'54'05" W
All Symbols May Not Appear un urawmg. use na npp,uv,u.
FINAL PLAT OF:
LOT I , OHIO PARK,
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 i & 2
co
CCC co :�LUSK'S SUBDIVISION; LOTS 1-4 & LOT "I'; SHELBY ADDITION; LOTS 1-3 PETITE ADDITION, AND
w PART OF THE E112 SW114 NE114 NE114
SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST
5 11 Rebar
NE Comer Lot 1,
Killarney Addition,
Plat Bk. 6, Page 2
332.31'(m)
VICINITY MAP - N.T.S.
"0"'. kSTE
Q'_•��,SPiTTE OF''p'd
of n;Ai;�. S
LA,,�;
NORE
SNOTILUEINNBEIK.
CONSULTANT5,1f
, No. 1457
CURVE TABLE:
cuTME #- RADIUS ARC LENGTH CHORD BEARING DISTANCE
C1 20,00' 31.18' N 42.14'43" W 28.12'
C2 20.00 31.67 N 4747'07 E 28.47'
r ----
Tract DeSC `Y tp ion: (As per Survey)
PART OF THE Et/-,
SW1/4 NEi/4 NE1/4, SECTION 35, TOWNSHIP 2 NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK,
PULASKi COUN"(, A=KANSAS
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT t
'T 20 FEET SOUTH OF THE SOUTHEAST CORNER OF THE Et/2 NW1/4 NE1/4 NE1/4 OF SAID
SECTION 35
E"1C'_ SOUTH 2 DEGREES 27 MINUTES 26 SECONDS WEST, ALONG THE EAST LINE OF SAID E1/2
SW1/4 NE'
DISTANCE OF 613.53 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ILLINOIS
STREET (5:
- WAY): THENCE NORTH 86 DEGREES 54 MINUTES 05 SECONDS WEST, ALONG SAID NORTH RIGHT
OF WAY Lm
-^COc 286.46 FEET TO A SET 1/2 INCH REBAR; THENCE ALONG A CURVE. TO THE RIGHT
HAVING A RAC(
;j00 FEET, A CHORD BEARING AND DISTANCE OF NORTH 42 DEGREES 14 MINUTES 43
SECONDS ri°S
c T ENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 31.18 FEET TO A SET 1/2
.F
INCH REE+
cI RI OF WAY LINE OF WATT STREET (50' RIGHT OF WAY); THENCE NORTH 2 DEGREES 24
MINUTES 5
LAci A ONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 573.81 FEET TO A SET 1/2 INCH
REBAR WIT,
'LEA 1, A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CHORD BEARING &
DISTANCE Ot +
DEC S 47 MINUTES 07 SECONDS EAST 28.47 FEET, THENCE ALONG THE ARC OF SAID
CURVE A DI r
r 31.67 '.ET TO A SET 1/2 INCH REBAR ON THE SOUTH RIGHT OF WAY LINE OF OHIO STREET
(50' RIGHT 0 N
-HENCE SOUTH 86 DEGREES 50 MINUTES 43 SECONDS EAST, ALONG SAID SOUTH RIGHT OF WAY
LINE, A DISTA E
286 4, -EET BACK TO THE POINT OF BEGINNING. SAID TRACT CONTAINING 4.313 ACRES OR
187,872 SQUAB F„--r
MORE OR LESS ACCORDING TO A SURVEY BY GLOBAL SURVEYING CONSULTANTS, INC. PROJECT
NO. 08-1008 �
F100D STATEMENT.
GR;l:c'HIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP
NO C501810063 F , DATED OO .TO19B R , 2001, INDICATES THAT THE PROPERTY
SHOWN HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD
AREA.
30 0 30 60 90
Scale 1 " = 30'
NUMBER
NORTHING
FASTING
DESCRIPTION
112
158240.60
1203742.20
Found 1 2" Rebar
147
158853.89
1203768.08
Set 1/2" Rebar
148
58837.01
1204074.27
Set PK Nail
149
158224.05
1
1204 47.98
Set 1/2" Rebar
GENERAL NOTES:
1. 1/2" 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.
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,
on 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
nr'nulOOI^K' nr ocn mir'
ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF GLOBAL SURVEYING CONSULTANTS, INC., AND SHALL NOT BE USED, DISCLOSED, OR RLPKOJUctU CT ANY rLNt )Uly, Timm, um UUmrvm uvly run mill -nr.,- ly„ 11