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POINT OF COMMENCEMENT
FD. AHTD RIGHT OF WAY MARKER
BRASS CAP IN CONCRETE 19.88 Q
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71.922'
51. _
EST 8th STREET
RECORD 60' R.O.W.
58737'40"E
—9.s'
1621 W. 8th STRELI
LOT CURRENTLY
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79.92'
N87'37'40"W
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263.45'
131.61'
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LINE BETWEEN FAUST'S AND EDMONSON'S SUBDIVISIONS
151.84'
303.68'
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CH. S42'29'50"E
28.35'
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FD. CUT X IN CONCRETE
FD. AHTD RIGHT OF WAY MARKER
BRASS CAP IN CONCRETE
S87'37'40'E
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FD. CUT X IN CONCRETE
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FD. 1' IRON PIPE, BENT
S87'37'40"E 0.21' FROM CORNER
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_ N87'37'54'W FD. REBAR BENEATH
— CONCRETE WALK
304.59' �— --7� 58628'19'E
FD. 10O.D. PIPE
1 0.89' SOUTH OF LINE 58.35' Q\QF
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MARYLAND AVENUE
RECORD 60' R.O.W. a n
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PROPERTY DESCRIPTION
A TRACT CONSISTING OF BLOCK 1 OF FAUST'S ADDITION TO THE CITY OF LITTLE ROCK AS RECORDED
IN DEED RECORD BOOK M2, PAGE 639 AND DATED JUNE 15, 1871, AND A PART OF EDMONSON'S
RESUBDIVISION OF FRACTIONAL BLOCK 1 OF MARSHALL AND WOLFE'S ADDITION TO THE CITY OF
LITTLE ROCK, ARKANSAS AS RECORDED IN PLAT BOOK 4, PAGE 11 AND FILED JANUARY 29, 1940,
THIS TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF BLOCK 1 OF FAUST'S ADDITION, A FOUND AHTD BRASS
RIGHT OF WAY MARKER, THENCE S87'37'40"E 19.86' ALONG THE NORTH LINE OF BLOCK 1 TO THE
POINT OF BEGINNING, A SET 1/2" REBAR; THENCE CONTINUING ALONG THE NORTH LINE
587'37'40"E 253.45' TO A SET 1/2" REBAR AT THE POINT OF CURVATURE (PC) OF A 20.00' RADIUS
TANGENT CURVE TO THE RIGHT, SAID PC BEING N87'37'40"W 20.09' FROM THE NORTHEAST CORNER
OF BLOCK 1; THENCE LEAVING THE NORTH LINE 31.51' ALONG THE CURVE FOR A CHORD BEARING
AND DISTANCE OF S42'29'50"E 28.35' TO A SET 1/2" IRON ROD AT THE POINT OF TANGENCY (PT)
ON THE EAST LINE OF BLOCK 1; THENCE ALONG THE EAST LINE S02'38'00"W 98.99' TO A FOUND
CUT X IN CONCRETE AT THE EAST CORNER COMMON TO FAUST'S AND EDMONSON'S SUBDIVISIONS;
THENCE LEAVING FAUST'S ADDITION ALONG THE EAST LINE OF EDMONSON'S SUBDIVISION
S02'29'43"W 57.01' TO A POINT WHICH LAYS N87'37'40"W 0.21' FROM A FOUND 1" IRON PIPE; THENCE.
LEAVING THE EAST LINE N87'37'40"W 303.95' TO A SET 1/2" REBAR ON THE WEST LINE OF
EDMONSON'S SUBDIVISION; THENCE ALONG THE WEST LINES OF EDMONSON'S AND FAUST'S SUBDIVISIONS
NO2'46'02"E 156.23' TO A SET 1/2" REBAR AT THE PC OF A 20.00' RADIUS TANGENT CURVE TO
THE RIGHT, SAID PC BEING S02'46'02"W 19.86' FROM THE NORTHWEST CORNER OF BLOCK 1 OF
FAUST'S ADDITION; THENCE LEAVING THE WEST LINE OF FAUST'S ADDITION 31.28' ALONG THE CURVE
FOR A CHORD BEARING AND DISTANCE OF N47'34'11"E 28.19' TO THE PT AND THE POINT OF
BEGINNING, ENCLOSING 35,976 SQUARE FEET IN FAUST'S ADDITION AND 17,320 SQUARE FEET IN
EDMONSON'S RESUBDIVISION, OR ALTOGETHER 35,975 SQUARE FEET, OR 1.224 ACRES, MORE OR LESS.
SURVEYOR'S NOTES:
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON THE
PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) CONTROL POINT #2020 LOCATED ABOUT
ONE QUARTER MILE WEST OF THE PROJECT.
PLANIMETRIC DETAILS SHOWN ON THIS DRAWING WERE PROVIDED BY THE CLIENT AND HAVE NOT BEEN
FIELD VERIFIED BY McCLELLAND CONSULTING ENGINEERS. THE PLANIMETRIC DATA WAS COMPILED
FROM AERIAL DATA BY TIM TYLER SURVEYING AND MAPPING OF GREENBRIER, ARKANSAS.
COMPILATION SCALE 1"=50'
DATE OF PHOTOGRAPHY 3-9-98.
McCLELLAND'S FIELD WORK FOR THIS SURVEY WAS COMPLETED SEPTEMBER 28 AND 29, 1999.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. 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: FLOOD INFORMATION WAS NOT RESEARCHED FOR THIS PROJECT.
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.
SOURCE OF TITLE: DEEDS AND PLATS RELATING TO THIS PROPERTY, AS RECORDED WITH THE
PULASKI COUNTY CIRCUIT CLERK'S OFFICE:
FAUST'S ADDITION TO THE CITY OF LITTLE ROCK; DEED RECORD BOOK M2, PAGE 639, RECORDED
JUNE 15, 1871,
EDMONSON'S RESUBDIVISION OF FRACTIONAL BLOCK 1, MARSHALL AND WOLFE'S ADDITION TO THE CITY
OF LITTLE ROCK, ARKANSAS; PLAT BOOK 4, PAGE 11, RECORDED JANUARY 29, 1940.
DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
THE PROPERTY.
THIS SURVEY IS FOR THE USE AND BENEFIT OF ARKANSAS CHILDREN'S HOSPIT
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR
POSITIONAL ERROR IN URBAN SURVEYS OF 0.10 FEET.
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT,
DECLARATION:
I HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY
SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND
OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE
PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE
THE TITLE THERETO, WITHIN ONE YEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT
ACCURAAC�OF SAID PLAT.
Rte=iMUN ' -�i.=� o - 4 q
RICHARD A.. DATE
PROFESSIONAL LAND SURVEYOR
ARKANSAS NUMBER 653„'"3
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r, RAPHIC SCALE
20 0 10 20 40 so
( IN FEET )
1 inch = 20 ft.
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ARKANSAS
CHILDREN'S HOSPITAL
\99— 5964\5964— S1.D WG
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