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CPS./PAGIS DATA IN ASPHALT
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NAD-83, NORTH ZONE 0301
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N 145,761.926
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E 1,202,374,746
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LAT. 34'43'59.629307'
LONG. 92'21'57.382145"
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CONVERGENCE _-0'12'46.58"
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SCALE FACTOR = 1,00004536
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ELEVATION = 395.373
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ND 1 1/2' PIPE
FND 1' CRIMP
HEAD PIPE
WEST 22ND. STREET (50' R/W)
S 87°54'00"E 302.142'
LEGAL DESCRIPTION (DEDICATION TO CITY OF LITTLE ROCK)
ALL THAT PART OF BLOCK 9, PINE HILL ADDITION TO THE CITY OF LITTLE
ROCK, PULASKI COUNTY, ARKANSAS, AS FILED IN DEED BOOK 292 AT
PAGE 319, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING
AT THE INTERSECTION OF THE WEST R/W LINE OF GILMAN STREET
(CLSED) WITH THE NORTH R/W LINE OF WEST 23 RD. STREET, SAID POINT
ALSO BEING THE SE CORNER OF SAID BLOCK 9, THENCE S 87D56'46"E ALONG
A PROJECTION OF THE SOUTH LINE OF SAID BLOCK 9 FOR 14.717 FEET TO A
ONE HALF INCH REBAR AND THE POINT OF BEGINNING, THENCE ALONG A
CURVE TO THE LEFT HAVING A RADIUS OF 26.50 FEET AND A CHORD OF N
87.56'46" W 38.10 FEET TO A ONE HALF INCH REBAR, THENCE S 87.56'46" E
ALONG A PROJECTION OF THE SOUTH LINE OF SAID BLOCK 9 FOR 38.10
FEET TO THE POINT OF BEGINNING, CONTAINING 212. SQUARE FEET (0.0049
ACRES OF LAND) MORE OR LESS.
BLOCK 9
PINE HILL ADDITION
SEE DEED BOOK 292, PAGE 319
SET 1/2"REB CHAINLINK FENCE
N 145,550.112
E 1,202,491.345 S 87.56'46"E 176.00'
5' EASEMENT
58.67' S8.67,
SET 1/2"REBAR
N 145,438.176
E 1,202,487.5613
N 87.56'46" W 125.938'
WEST 23RD. STREET
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LOT 3
6,571,SQ.FT.
25' _ BUILDING LINE_
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LOT 2
6,571.SQ.FT.
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8.67' 58 67'
N 87.56'46" W 176.00'
(PROPOSED CONC- CURB)
(50' R/W)
-TOP ELEV. 374,14
FLOW LINE IN ELEV.369,61
FLOW LINE OUT ELEV.369,71
PERRY REPLAT
BOOK "A",PAGE 705
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FND, 1/2' CR MP
HEAD IPE
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SEWER MANHDL ^
TOP ELEV, 381, 9
FLOW LINE ELEV, 375.84
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SET 1/2 EBAR
N 145, 43.804
,0,..E 126�732758.66' zI
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LOTI1 '_;i I
6,359.SQ.FT. ~
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2' TURNAROUND I
EASEMENT �I
87 CHORD 38.10 I
RADIUS= 26.50'
ARC= 42.515'
DELTA=91'55'2 "
AREA=212.398 SQ.FT.
1SPH.)_
(ASPHALT SURFACE)
LEGAL DESCRIPTION
THE SOUTH 112.00 FEET OF THE EAST 151.00 FEET OF BLOCK 9, PINE HILL,
SUBDIVISION, AND THE WEST HALF (W1/2) OF GILMAN STREET LYING EAST OF
AND ADJACENT TO THE EAST LINE OF SAID BLOCK 9, LOCATED IN THE NW1/4
OF THE SE1/4 OF SECTION 11, T-1-N, R-13-W, CITY OF LITTLE ROCK, PULASKI
COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE HEREAFTER
BEARING SYSTEM USED IN THIS DESCRIPTION IS BASED ON NAD-83 GRID NORTH,
NORTH ZONE, BEGINNING AT A ONE HALF INCH REBAR HAVING A COORDINATE VALUE
OF NORTH 145,431.868 FEET AND EAST 1,202,663.450 FEET ACCEPTED AS THE SE
CORNER OF SAID BLOCK 9, THENCE N 8756'46"W ALONG THE NORTH RIGHT OF WAY
LINE OF WEST 23RD. STREET 151.00 FEET TO A ONE HALF INCH REBAR, THENCE
N 01'56'08"E LEAVING SAID STREET 112.00 FEET TO A ONE HALF INCH REBAR,
THENCE S B756'46"E 176.00 FEET TO A ONE HALF INCH REBAR IN THE CENTERLINE
OF GILMAN STREET (CLOSED), THENCE S 01'56'OWW ALONG THE CENTERLINE OF
SAID STREET AND ALONG A LINE COMMON WITH A SURVEY BY WILLIAM F. DAVIS, JR.,
PLS NO. 198 ACCORDING TO FILED PLAT BOOK "C" PAGE 669, FOR 112.00 FEET TO
A ONE HALF INCH REBAR SET BY MR. DAVIS, THENCE N 8756'48"W CROSSING
SAID GILMAN STREET 25.00 FEET TO THE POINT OF BEGINNING, CONTAINING
19,712. SQUARE FEET (0.4525 ACRES) OF LAND, MORE OR LESS, SUBJECT TO
PUBLIC UTILITY EASEMENTS RECORDED OR UN -RECORDED.
I LEGEND
POWER POLE
0
LIGHT POLE
+
SIGN
4
WATER VALVE/METER
►�
SANITARY SEWER MAN -HOLE
—®
TELEPHONE PEDESTAL
I
FIRE HYDRANT
GAS METER
I SATELLITE DISH
DROP INLET GRATE
Im
HANDICAP PARKING
Q
BASELINE POINTS
I
CONCRETE
CONC.
GUY WIRE ANCHOR—G.W.A.
POINT OF BEGINNING—P.O.B.
BLOCK 0
PINE HILL ADDITION
SEE FILED PLAT
BOOK "C", PAGE 669
GENERAL NOTES
(1) 1/2" REBAR WITH CAP SET AT ALL CORNERS.
2 ALL EASEMENTS SHOWN ARE TO BE USED FOR UTILITIES
AND/OR DRAINAGE.
(3) ERROR OF CLOSURE IFT / 258,000. FT.
4 GILMAN STREET CLOSED BY CITY ORDINANCE #14858
DATED APRIL 1985.
(5) BEARINGS AGIS #1 0BASED
SAND #2046 VECTORS PER TGPSNZONE)ORTH OBSERVATIONS.
I
FND.1f 2"REB�2
N ,431.8
E 114
1,202,663.450
07
REBAR IN CONC./PAGIS DATA
NAD-83, NORTH ZONE 0301
N 145,399.649
E 1,202,709.406
LAT. 34' 43'56.058442"
LONG. 92' 21 ' 53.356637"
CONVERGENCE _-0'12'44.24"
SCALE FACTOR = 1.00004561
/ LFIRVATMIN = ARG RAA
SEWER MANHD
TAP ELEV, 361,1
FLOW LINE IN ELEV,
FLOW LINE OUT ELEV.353,11
0
FND.1 /2" REBAR
:• J�iICU�,'v'•�O•
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VICINITY MAP 1" = 1000 `,
CERTIFICATE OF FINAL
SURVEYING ACCURACY
I, BEN KIITLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU-
MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR OCATI(W, SIZE,
TYPE AND MATERIAL ARE CORRECTLY SHOWN.
1-0
2/10/1997 SIGNED
DATE OF EXECUTION KITT, JR., PLS 0. Oft ARKANSAS
CERTIFICATE OF FINAL
ENGINEERING ACCURACY
I, ROY GRIMES HERBY
CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY
ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES ANDREGULATIONS HAVE BEEN COMPLIED WITH.
2 10 1997 SIGNED
/ / ROY GR ES, REGISTERED PROFESSIONAL ENGINEER
DATE OF EXECUTION NO. 223H ARKANSAS
CERTIFICATE OF FINAL
PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO
A FINAL PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS
PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF
SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE
25 199
DATE
DATE OF EXECUTION SIGNED NAME ot�c
L.R. PLANNING COMMISSION
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND
DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF,
PLATTED AND SUBDIVIDED, AND DO HERBY LAY OFF, PLAT AND SUB-
DIVIDE SAID REAL ESTATE IN ACCORDANCE H THIS PL//phT^l
_ SIGNED
DATE OF EXECUTION NAME
ADDRESS
SOURCE OF TITLE: D.R. PAGE
INSTRUIPNT NO.
CERTIFICATE, OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR RECORD 1997
IN PLAT BOOK PAGE
SIGNEDCAROLYN ' C1f A COAVCl&* a
NAME CLERK
FLOOD INFORMATION
THIS SURVEY IS LOCATED IN FLOOD ZONE "7 ' AS SHOWN ON COMMUNITY
PANEL NUMBER 050181-0011 E, DATED NOV. 3, 1993, AND IS NOT WITH-
IN THE DESIGNATED 100 YEAR FLOOD PLAIN.
(REVISED 7/22/1997)
ARIIANSAS h
REGISTERED
ROFESSIONAL
ENGINEER
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