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— i
+
Lots 1-16, the 10' north
—
•
N
in block 24, and Lots
9-16 and the east 5' of the 10' north -south running alley
the
closed by city ord. 15507,
block 23 Gibralter Heights Subdivision, on Addition to
City of Little Rock.
BMAIOmC SETBACK UNE
Surveyor Certificate
This survey was
completed by me or under my direct supervision. and is an
\
knowledge and ability.
GISTEp�'%
3rion A. Tinnel
sTnTT o
PLS 1438
1 l
� S1GIiA"1 y: d _
SCALE
40
0 20
40 OD
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( IN FEET )
1 Inch m
"rnnMrrMnt"\
LEGEND
Kanis & Atkins HPR
McClelland
E 1/2 Blk. 23 and All Blk. 24
Consulting
Engineers
Gibralter Heights Subdivision an
III "; ,� \
Addition to the City of Little Rock
Little Rock, AR
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BEET N0.
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1810 N.College
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osC eco ive e, W/ iD Y ' , J Bric1 Post &i Wood (Jecma[i�e Fence w/ Lids ing I i r i
\ — — — S 88'40'55 ,E 145.00FT i 88; 0'55 E; 290.00 FTIr PipeAt6i;�I
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/ - _ _
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/ Existl�n K nis Road CL W b Plat - - - `- - -- -
Extend to,/ South Block e / -4-
— X511 —
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SURVEYOR'S NOTES:
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED
ON PAGIS MONUMENT 2054-0006.
CONTOUR INTERVAL = 2 FOOT.
FIELD WORK FOR THIS SURVEY WAS COMPLETED NOV., 2005.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF
MANHOLES AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY
DEPICTED THE UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND
ABILITY.
CONSTRUCTION AT
8998 ATIS SITE SHOULD ONLY 13E LEAST 48 HOURS PRIOR TONE ANYEXETING ARKANSAS
EXCAVATION.
FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN THE BOUNDARIES OF A
100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD
INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY.
Ynarl2 Tq 1
. 200 .
COMMUNITY PANEL NUMBER 050181 0051-L DATED nC�- -
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
ZONING: CURRENT R-2, PLANNED PD -R HPR WITH TOWNHOUSES
CENSUS TRACT 42.10
PLANNING DISTRICT 18
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
0` CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
1250 LINEAR FEET OF STREETS.
2 Lots
PROPOSED WATER IS CENTRAL ARKANSAS WATER.
PROPOSED SANITARY SEWER IS LITTLE ROCK WASTE WATER.
Property Description
+
Lots 1-16, the 10' north
—
•
N
in block 24, and Lots
9-16 and the east 5' of the 10' north -south running alley
the
closed by city ord. 15507,
block 23 Gibralter Heights Subdivision, on Addition to
City of Little Rock.
BMAIOmC SETBACK UNE
i -- W EC
osC eco ive e, W/ iD Y ' , J Bric1 Post &i Wood (Jecma[i�e Fence w/ Lids ing I i r i
\ — — — S 88'40'55 ,E 145.00FT i 88; 0'55 E; 290.00 FTIr PipeAt6i;�I
h
N
.- 1
-
_
_
_ 1
d
/ - _ _
/
/ Existl�n K nis Road CL W b Plat - - - `- - -- -
Extend to,/ South Block e / -4-
— X511 —
I - -
- - -------------------d',^' - - - - ------
- — — -
- — — — -
- --- - --- -
-
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1
,
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----- `/ Ilr -
I
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED
ON PAGIS MONUMENT 2054-0006.
CONTOUR INTERVAL = 2 FOOT.
FIELD WORK FOR THIS SURVEY WAS COMPLETED NOV., 2005.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN BASED ON VISUAL INSPECTION OF
MANHOLES AND OTHER SURFACE FEATURES. McCLELLAND CONSULTING ENGINEERS HAS ACCURATELY
DEPICTED THE UNDERGROUND AND SUBSURFACE FEATURES TO THE BEST OF THEIR KNOWLEDGE AND
ABILITY.
CONSTRUCTION AT
8998 ATIS SITE SHOULD ONLY 13E LEAST 48 HOURS PRIOR TONE ANYEXETING ARKANSAS
EXCAVATION.
FLOOD INFORMATION: NO PORTION OF THIS PROPERTY IS WITHIN THE BOUNDARIES OF A
100 YEAR FLOOD ACCORDING TO A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD
INSURANCE RATE MAP (FIRM) FOR CITY OF LITTLE ROCK, ARKANSAS, PULASKI COUNTY.
Ynarl2 Tq 1
. 200 .
COMMUNITY PANEL NUMBER 050181 0051-L DATED nC�- -
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
ZONING: CURRENT R-2, PLANNED PD -R HPR WITH TOWNHOUSES
CENSUS TRACT 42.10
PLANNING DISTRICT 18
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
0` CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
1250 LINEAR FEET OF STREETS.
2 Lots
PROPOSED WATER IS CENTRAL ARKANSAS WATER.
PROPOSED SANITARY SEWER IS LITTLE ROCK WASTE WATER.
Property Description
Lots 1-16, the 10' north
-south running alley closed by county court order 80/127
and the south 20' of
Polez Ave (40' ROW) closed by county court order 80/127 all
in block 24, and Lots
9-16 and the east 5' of the 10' north -south running alley
the
closed by city ord. 15507,
block 23 Gibralter Heights Subdivision, on Addition to
City of Little Rock.
BMAIOmC SETBACK UNE
Surveyor Certificate
This survey was
completed by me or under my direct supervision. and is an
accurate representation of the properl)irrgescribed hereon to the best of my
knowledge and ability.
GISTEp�'%
3rion A. Tinnel
sTnTT o
PLS 1438
RICA S _ } � -
� S1GIiA"1 y: d _
SCALE
40
0 20
40 OD
O
( IN FEET )
1 Inch m
"rnnMrrMnt"\
LEGEND
_ clme UNE
® FOUND SIRVEY BOUNDARY MARKER
(TYPE AS NOTED)
—
PROPERTY LINE
O SET 1/2' % 24- REBAR
(UNLESS OTHERWISE NOTED)
— —
RIGHT OF WAY LARNE
BMAIOmC SETBACK UNE
- — — — — — —
— — — - EASEMENT UNE
3
I_N3
GRAPHIC
SCALE
40
0 20
40 OD
( IN FEET )
1 Inch m
40 M
Kanis & Atkins HPR
McClelland
E 1/2 Blk. 23 and All Blk. 24
Consulting
Engineers
Gibralter Heights Subdivision an
Incorporoted
Addition to the City of Little Rock
Little Rock, AR
Fayetteville, AR
bat
bo BY
11 /14/05 ATE
BEET N0.
SCALE
,OB NO.
FIELD BOOK
900 W. Morkhom
1810 N.College
1"=40'
1 R05-5981
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