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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. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS
ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY 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.
COMMUNITY PANEL OCTOBER A NUMBER
0501
81 0081 F. DATED -
TORER 19. 2001.
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
OF 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 Palez Ave (40' ROW) closed by county court order 80/127 oil
in block 24, and Lots 9-16 and the east 5' of the 10' north -south running alley
closed by city ord. 15507, block 23 Gibralter Heights Subdivision, an Addition to the
City of Little Rock.
Surveyor Certificate
This survey was completed by me or under my direct supervision. and is on
accurate representation of the properjX jescribed hereon to the best of my
N141knowledge Y a and ability. \a``(5 11 ��fr'''n�
GISTER�
Brian A. Tinnel
STAT7'%
PLS 1438 ,' 4 a,, ,S
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r
X (�
, I W
i +
__ ___ __ ,:' c os[- ve eo Wi in Y !` Brick Post&!Wood pecolatibe Fence w/Lands ing
\ \ i S (!8'4055 145.00 FT - 88'40'55' E; 290.00 FT r17. T
J -
\ - /
N
- - - - --- ----
------ - ---
-
—7-7-
Exist�irl K nis Road CL W b 'Plat
---------------------
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-------------------------
1 1,1
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-- _----
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-� �_.-- �— - - % - - Tom--•= - - ---�— _- _ _ - __ ----- -- ----------JJ
Extend for South Block
- - - -
------------------------------
-------------
-
___
' r ' -
-------------
i
`\ -
Y
1
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. ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS
ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY 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.
COMMUNITY PANEL OCTOBER A NUMBER
0501
81 0081 F. DATED -
TORER 19. 2001.
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
OF 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 Palez Ave (40' ROW) closed by county court order 80/127 oil
in block 24, and Lots 9-16 and the east 5' of the 10' north -south running alley
closed by city ord. 15507, block 23 Gibralter Heights Subdivision, an Addition to the
City of Little Rock.
Surveyor Certificate
This survey was completed by me or under my direct supervision. and is on
accurate representation of the properjX jescribed hereon to the best of my
N141knowledge Y a and ability. \a``(5 11 ��fr'''n�
GISTER�
Brian A. Tinnel
STAT7'%
PLS 1438 ,' 4 a,, ,S
GRAPHIC SCALE 3
b 0 20 60 e0
( IN FSS( )
I inch - 40 fKL
anis &Atkins HPR
McClelland
Consulting E 1/2 Blk. 23 and All Blk, 24
Engineers Gibralter Heights Subdivision an
Incorporoted Addition to the City of Little Rock
Little Rock, AR Fayetteville, AR APPROVED DRAWN BY OATS SHEET N0.
bot bot 11/14/05
SCALE J08 NO. FIELD BOOK I
900 W. Markham 1810 N.College 1"a40LR05-5981 I bg
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LEGEND
CURB LINE
f♦ FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
PROPERTY UNE
O SET 1/Y x 24- REBAR
(UNLESS OTHERWISE NOTED)
— —
RIGHT OF WAY LNE
- - - -
BULDNG SETBACK UNE
- — — — — — — — — —
- EASEMENT LINE
GRAPHIC SCALE 3
b 0 20 60 e0
( IN FSS( )
I inch - 40 fKL
anis &Atkins HPR
McClelland
Consulting E 1/2 Blk. 23 and All Blk, 24
Engineers Gibralter Heights Subdivision an
Incorporoted Addition to the City of Little Rock
Little Rock, AR Fayetteville, AR APPROVED DRAWN BY OATS SHEET N0.
bot bot 11/14/05
SCALE J08 NO. FIELD BOOK I
900 W. Markham 1810 N.College 1"a40LR05-5981 I bg