HomeMy WebLinkAboutS-1128-A Map 5oW
Q N -- CPS./PAGIS DATA IN ASPHALT
rD F NAD-83, NORTH ZONE 0301
z ow. N 145,761.926
E 1,202,374.746
z LAT. 34'43'59.629307'
pq F LONG. 92'21' 57.382145"
x CONVERGENCE _ -0' 12'46.58"
o z SCALE FACTOR = 1.00004536
In
ELEVATION = 395.373
A
'***\—FND 1 112' PIPE
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ND 1' CRIMP
HEAD PIPE
WEST 22ND. STREET (502 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
87056'46"W 38.10 FEET TO A ONE HALF INCH REBAR, THENCE S 87056'46"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.
SET i/2"REBAR-
N 145,550.112
E 1,202,491-345
SET 1/2'REB
N 145,438.176
E 1,202,487.563
N 8756'46" W 125.938'
50mw'--�
WEST 23RD. STREET
BLOCK 9
PINE HILL ADDITION
SEE DEED BOOK 292, PAGE 319
CHAINLINK FENCE
LOT 3
6,571.SQ.FT.
25' BUILDING LINE
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S 8756'46" E 176.00'
5' EASEMENT
58.67'
LOT 2
6,571.SQ.FT,
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FND. 112' CR MP
HEAD IPE
SEWER MANHOL({
TOP ELEV, 381. 9
FLOW LINE ELEV, 375,84 ,zt
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SET 1/2"REBAR
N 145, 3.804 I
E 1,20 . 6�'a02 1
58'
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LOTI 1
6,359.SQ.FT.
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LEGAL DESCRIPTION
THE SOUTH 112.00 FEET OF THE EAST 151.00 FEET OF BLOCK 9, PINE HILL,
SUBDIVISION, AND THE WEST HALF (Wl/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 8756146" E 176.00 FEET TO A ONE HALF INCH REBAR IN THE CENTERLINE
OF GILMAN STREET (CLOSED), THENCE S 01'56'08"W ALONG THE CENTERLINE OF
SAID STREET PIS N0. 198 ACCCORDIING 0 D ALONG A FILED PLATNBOOOK "C" SURVEY
669, F0112.00 BY WILLIAM F. DF ET TO
A ONE HALF INCH REBAR SET BY MR, DAVIS, THENCE N 8756'46"W CROSSING
I 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.
ILEGEND
POWER POLE
LIGHT POLE
+
I SIGN
4
WATER VALVE/METER
►�
SANITARY SEWER MAN -HOLE
-®
I TELEPHONE PEDESTAL
FIRE HYDRANT
GAS METER
SATELLITE DISH
DROP INLET GRATE—9
HANDICAP PARKING
BASELINE POINTS
CONCRETE
CONC.
GUY WIRE ANCHOR—G.W.A.
POINT OF BEGINNING—P.O.B.
K U
PINE HILL ADDITION
SEE FILED PLAT
BOOK "C", PAGE 669
GENERAL NOTES
(1) 1/9" 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.
43 GILMAN STREET CLOSED BY CITY ORDINANCE #14858
DATED APRIL 1985.
(5) PINS 04 SAND NORTH (NORTHZONE)
#20 6 VECTORS PERGPSOBSERVATIONS.
AGGI#1
2' TURNAROIJl I I
EASEMENT
FND.1/2" REBAR
58.67' 58.67' �E 1,11,20
2436a
E,883.450
10.' LN87*56'46"W 176.00' 7.587' RADIUS=26 50--7.587ARC= 42.515'
POSED CONC. CURB) DELTA=91'55'2
AREA=212.398 SQ.FT.
tWYICT AgPT-f 1 G
(50' R/W)
-TOP ELEV, 374,14 °V4
FLOW LINE IN ELEV,369.61
FLOW LINE OUT ELEV,369,71
PERRY REPLAT
BOOK "A" ,PAGE 705
(ASPHALT SURFACE)
REBAR IN CONC./PAGIS DATA
NAD-83, NORTH ZONE 0301
N 145,399.649
E 1,202,709.406
LAT. 34' 43' 56.0 58442"
LONG. 92' 21 ' 53.356637"
CONVERGENCE _-0'12'44.24"
SCALE FACTOR = 1.00004561
r T.FVATTON = 359.633
SEWER 3
TOP ELEV.V, 361.1
FLOW LINE IN ELEV,
FLOW LINE OUT ELFV.353,11
0
FND.1 /2" REBAR
VICINITY MAP 1" 1000; '
CERTIFICATE OF FINAL
SURVEYING ACCURACY
I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU-
MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATIW SIZE,
TYPE AND MATERIAL ARE CORRECTLY SHOWN.
2/10/1997 SIGNED
DATE OF EXECUTION KITTLEP, JR.. PLS 0. M, 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 ANDY GULATIONS HAVE BEEN COMPLIED WITH.
10 1997 SIGNED
2 �1�� ✓�-
/ / ROY�, REGISTERED PROFESSIONAL ENGINEER
DATE OF EXECUTION NO. 2238 , 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
J 25 199
DATE
SIGNED
DATE OF EXECUTION NAME
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 P T.
SIGNED
A-vz 0-68G f �t�Lti 2Gn�,
DATE OF EXECUTION NAME u
ADDRESS
SOURCE OF TIT D.R. PAGE
INSTR
CERTIFICATE,, OF REr ORDING
THIS DOCUMENT, NUMBER FILED FOR RECORD ,1997
IN PLAT BOOK PAGE
SIGNEDCAROLYN CWCtidCo^Lierk &
NAME CLERK
FLOOD INFORMATION
THIS SURVEY IS LOCATED IN FLOOD ZONE -X' 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)
' ARKANSAS
RECISVRED
ROFESSIONAL
ENGINEER
f�F No. 2238 0,
(A.ROY GR17.�r
GISTE4�-"N
STATE OF
ARKANSAS
No. 588
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