HomeMy WebLinkAboutS-1403 Map 5j-- CERTIFICATIONS:
PROPERTY SPEGIFIGAnuNx
rEtWOHLERS:
ROBERT ELLISON AVERAGE LOT SIZE: 38.600 S.F.
8400 BASELINE ROAD `,QINIMUM LOT SIZE: 33,974 S.F.
UMBER
LITRE ROCK, ARKANSAS 72209 OF LOTS: SOURCE OF WATER: ARKANSAS WATER
/• "400 B ELLISON SOURCE OF SEWER: CITY OF LITTLE ROCK
. 8400 BASELINE ROAD -UTILITIES WILL BE SERVICED FROM DISTRIBUTION
LITTLE ROCK, ARKANSAS 72209 DRIVE
HOPE ENGINEERS INC. BUILDING SETBACKS:
203 LILLIAN STREET FRONT-50' OR AS SHOWN
BENTON, ARKANSAS 72015SUBDIVISION: FLATLINE ENGINE REAR-15' OR AS SHOWN
SUBDIVISION SIDE-15' OR AS SHOWN
ZONING CLASSIFICATION: 1-2 EASEMENTS:
SOURCE OF TITLE: WARRANTY DEED TO FRONT -AS SHOWN -
JOHN do KAREN R. HARTWICK, RECORDED AS REAR -AS SHOWN
WN
DOCUMENTS USED IN THE PREPARATION OF THIS SURVEY
- UNATTRIBUTED PROFERTY DESCRIPTION OF SITE ENTITLED 'EXHIBIT "A",'
PROVIDED BY CLIENT.
NOSOTHER DOCUMENTS WERE REFERRED TO NOR ARE URVEY. REPRESENTED ON
RECORD DIMENSIONS SHOWN HEREON ARE FROMTHESE
THIS
DOCUMENTS.
ADJACENT OWNER NAMES SHOWN ON THIS PLAT ARE FROM THE PULASKI
COUNTY TAX ASSESSOR'S OFFICE AND HAVE NOT BEEN VERIFIED BY HOPE
ENGINEERS.
ALL INTERIOR LOT CORNERS ARE TO BE MARKED BY A SET 5/8" REBAR WITH
PLASTIC CAP.
MUNSEY PRODUCTS INC.
44L-195-00-023-00
(ZONED 1-2)
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BAR SCALE:
FND. 5/8" REBAR
W/ALUM. R.O.W. CAP,
OFFSET 1.39' FROM
CORNER, 0.9'
SOUTH OF FENCE END-
FND. 5/8" REBAR
W/ALUM. i1.O.W. CAP,
OFFSET 3.11' FROM
CORNER
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POINT OF COMMENCEMENT
OAR OY Vtt / N.E. CORNER
aV NE 1/4 SE 1/4
gt SECTION 35
g0 / T-1-N, R-13-W
CURVE
RADIUS: 11,610'
CHORD: S 64'18'55" W
702.45'(D)
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c� CONGREGATION B'NAI ISRAEL
44L-199-00-040-00
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FND. 3/8 REBAR, 1,3
N.W. OF FENCE CORNER
N 88'18'26" W 289.73'
F- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1 5' UTILITY EASEMENT
S 88018'26" E 84.71'
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1 34066 SO. FT. O '
1 0.782 ACRES
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N 88'59'23" W 29.16'�
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REBAR W/CAP
28 10
134.17_ _ NEW R/W 140.9 '
A ARENT EXISTING R/W -S8'59L2-3r- E -275.1
DEEDED R/W - - — - - — - - — - - — - -
W/ALUM. R.O.W. CAP
,on OFFSET 9.51' FROM CORNER
BASELINE ROAD_ _
WHISPER WOOD ADDITION
MERRIVALE ADDITION (ZONED R-2)
(ZONED 0-1)
FND. 1/2" REBAR, 2.4'
N.E. OF FENCE CORNER
ARKANASAS SIGN & NEON
44L-199-00-038-00
(ZONED 1-2)
FND. 17/8" REBAR, OFFSET
29.8 FROM S.E. CORNER
N 45'17 31" E 20.76'
I
LEGEND
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY:
1, Douglas C. Shambarger, hereby certify that this plat correctly
represents a boundary survey made by me or under my supervision;
that all monuments shown hereon actually exist and their location,
size, type and material are correctly shown; and that all interior lot
lines are accurately described in terms of length and direction of the
property side as required in accord with the City of Little Rock
Subdivision Rules and Regulations.
Dabe of Execution Na
Registered Professional
Land Surveyor, No. 1386
Arkansas
CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY:
1, William W. Hope, hereby certify that I am the engineer of record
for this subdivision and that I, or those under my supervision will
design and monitor the construction of the improvements required in
accord with the City of Little Rock Subdivision Rules and Regulations.
Date of Execution Name
Registered Professional
Engineer, No. 1975
Arkansas
CERTIFICATE OF PRELIMINARY PLAT APPROVAL:
All requirements of the City of Little Rock Subdivision Rules and
Regulations relative to the preparation and submittal of a Preliminary
Plat having been fulfilled, approval of this plat is hereby granted,
subject to further provisions of said Rules and Regulations.
This Certificate shall expire _.
Date
Date of Execution
Name,
Little Rock Planning Commission
F—PROPERTY DESCRIPTION (BA5LU ON lnia aun.c,y
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER
(SEi/4 SW1/4) OF SECTION 35, TOWNSHIP 1 NORTH, RANGE 13 WEST, IN PULASKI
COUN'Y, ARKANASAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF THE
SOUTHEAST QUARTER OF SAID SECTION 35; THENCE N01'31'20"E 40.00' TO A POINT ON
THE SOUTH RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY No, 30 (IH30); THENCE ALONG
ALONG THE SOUTH RIGHT -OF WAY OF IH30 THE FOLLOWING COURSES: S62'36'00"W
2,158.05'; THENCE SOUTHWESTERLY ALONG THE ARC OF A 11.610' RADIUS CURVE TO
THE FLIGHT, FOR A CHORD BEARING AND DISTANCE OF S64'18'55"W 707.45'; THENCE
S66'01'S0"W 349.85; THENCE, LEAVING THE SOUTH LINE OF IH30, S23'53'30"E 249.4 _
FEET; THENCE S66'03'W 486.3% THENCE SO1'40'10"W 413.8' TO THE POINT OF BEGINNING
OF TEE TRACT OF LAND DESCRIBED HEREIN, A FOUND 3/8" REBAR; THENCE S01'40'10"W
253.34' TO A SET 5/8" REBAR WITH CAP; THENCE, ALONG A LINE PARALLEL WITH AND
OFFSET 55' NORTH OF THE EXISTING CENTERLINE OF BASELINE ROAD, S88'59'23"E 275.12'
TO A SET 5/8" REBAR WITH CAP; THENCE LEAVING THE 55' OFFSET LINE N45'17'31"E
20,76' TO A FOUND 7/8" REBAR ON THE WEST LINE OF DISTRIBUTION DRIVE; THENCE
ALONG THE WEST LINE OF DISTRIBUTION DRIVE N01 44'45"E 235.03' TO A FOUND 1/2"
REBAR; THENCE LEAVING THE WEST LINE N88'18'26�W 289.73' TO THE POINT OF
ENCLOSING S SQUARE FEET, 1.670
ACRES, D SUBJECT
EASEMENT ALONG THE WEST LINE ANDA5' WIDE EASEMENTALONGTHENORTH LINE OF
THr eanVF DFSCRIPED TRACT.
p -Computed point
• -Found monument
O -Set 15 RB/Plan. Cap
p -Set 15 Rb/Alum. Cap
(D)- Deeded
(M)- Measured
(P)- Platted
/00 sS o �GISTER ,,,.•
�pTE
,,,,,,,, �d
10000
ARKANSAS
'' STATE OF
REGISTERED N0. 1388
PROFESSI04 Pocl PLANNIl ' SIGNATURE z
ENGINFP
e:
LI�1D4W 10
0 0 AL LA�,.•`'
11 �1
o, 1358, hereby
aerthyl that his seal and drrawing co rectly depicts nature, I Douglas
survey hcompiledr under Nmy supervision.
NOTE: This survey was based on legal descriptions and title work furnished by others
and does not represent a title search.
No portion of the property described hereon lies within the 100 year flood plane,
according to the Federal Insurance Rate Map, panel #050181 0111 F Dated: October
orth Market
HOPE322 (Benn,501N315A0786 as
Street
E IV O I tV E E R S Fax: (501) 315-0700
i —
FOR USE AND BENEFIT OF:
ROBERT ELLISON
PRELIMINARY PLAT OF
FLAILINE ENGINE SUBDIVISION
A SUBDIVISION IN THE CITY OF LITTLE ROCK, PULASKI COUNTY
DATE: SEPTEMBER 8, 2003 C.A.D. BY: B. JOHNSON DRAWING NUMBER:
CHECKED BY: r ' S 03-1122
REVISED: SCALE: 1"=40'
500 O1" 13W O 35 320 60 1388