HomeMy WebLinkAboutS-0647-B Map 1FND IRON PIN
NW CORNER
St/2 NW1/4 SW1/4 NEt/4
Sea11, TwP.1S, Rng.13W.
ANTIETAM DRIVE
50' R/W
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45ft RIW
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S88'521080E 427.98'
4R
2 3 LOTS 4&5 REP TED I AS
LOTS &5R
DOC: 00034445
BOOK F, PAGE 780.
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FND IRON PIN
NE CORNER
SHENANDOAH SUBDIVISIC
PHASE 1
1
Soft R/W S N N SUBDIVISI
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i 16.24
S88'52'08"E 104.39'
SW52-08-E 99.59- �0
PAGIS 2044- 286 2 0.360c. 10ft SEWER EASEMENT
34
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EL 305.7 0.22ac. w 00
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/- N88'52'080W 99.61'
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RADIUS
LENGTH
CHORD
25.00
39.27'
S44'41.17"E 35.36'
50.00
77.01•
S42'36 28"E 69.62'
50.00'
76.62'
S45'25'07'W 69.34
50.00
35.66
N70-14 49 W 34.91
50.C10
30.24'
932'2910"W 29.79
25.00'
32.52'
N52'25'11"W 30.2T
25.00'
39.27'
S4598 43"W 35.36
11&25ft BLDG. SETBACK
®10ft UTILITY EASEMENT
®2011 UTILITY EASEMENT
®15ft SEWER EASEMENT
j„ 0.20ac. 0.48ac.
1130 29 0 31
i 8558.29sq. ft. � 21109.86sq. ft. C
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1
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N88'52 08 W 104,41 Z�J- -1--
SHENA DOAH SUBDIVISION
UNDEVELOPED
)IA YALK
Oft SEWER EASEMENT
ROCKY G. BRAZIL
DOC#99-37907
SHENANDOAH SUBDIVISION
PHASE II
LEGEND
Q
SURVEY CONTROL MONUMENT
CURB LINE
AS NOTED)
6'CSC - 6' GONG STEP CURB
PAGIS BENCHMARK
_-_W-----_---W----- WATERLINE
-x ---:. FENCE
FOUND SURVEY BOUNDARY MARKER
(TYPE AS NOTED)
- - - - - - - - - -
- - - - - - - - - - = STORM WATER LINE
0
SET )y2' x 2e REBAR
- - - - - - - - - - - - - - - - - SANITARY SEWER LINE
(UNLESS OTHERWISE NOTED)
PROPERTY LINE
STORM DRAIN GRATE
- - RIGHT OF WAY LINE
STORM WATER MANHOLE
- - - - BUILDING SETBACK LINE
SANITART S< WA plvie
----------- EASEMENT LINE
40
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
VICINITY MAP
SCALE 1 "=2000'f
A tract of land being a part of the SW1/4 of the SW1/4 of the NE1/4 of Section 11, Twp.1 South,
Rng.13 West,Puloski County, Arkansas more particularly described as follows:
Commencing at the NW Corner of the St/2 of the NW1/4 of the SW1/4 of the NE-1/4 of said section
11 (Said point being the NW Corner of SHENANDOAH SUBDIVISION PHASE 1 of the City of Little Rock,
Pulaski County, Arkansas); thence along the west line of said Shenandoah Subdivision, Phase 1 S02.37'01"W
337.14ft; thence S02'39'38"W 11.16ft to the SW Corner said Shenandoah Subdivision, Phase 1 and the
TRUE POINT OF BEGINING; thence leaving said west line and along the south line of said Shenandoah
Subdivision, Phase 1 S88'52'08"E 99.59ft; thence N76'20'28"E 46.88ft; thence S88'52'08"E 104.39ft;
thence NO2'39'04"E 16.24ft; thence S88'52'08"E 184.16ft to the SE Corner of said Shenandoah
Subdivision, Phase 1; thence leaving said south line S01'55'16"W 352.76ft; thence N88'35'45"W
188.77ft; thence NO2'39'04"W 18.50ft; thence N88'52'08"W 104.41ft; thence N59'13'49"W 51.02ft; thence
N88'52'08"W 99.61ft to the east line of Shiloh Subdivision Phase II of the City of Little Rock, Pulaski County,
Arkansas, thence along said east line NO2'39'38"E 280.00ft to the true point of begining.
Said tract contains 3.22 acres.
CERTIFICATE OF SURVEYING ACCURACY
1, Brian A. Tinnel, hereby certify that this plat correctly represents a boundary survey made or verified by'mw.tIW4,� .
all surveying requirements of the State of Arkansas and City of Little Rock S bdivision Rules and Regq(oti�§c�ttT�e�''.,,
been complied with and filed for record as required.
(9 /a�4/6c/ '• STATE OF ''e• L
ARKANSAS
Date of execution 11irif6n A Tinne
Registered Professional Land
= NO. 1438 : ? -
SURVEYOR'S NOTES:
Surveyor No. 1438, Arkansas
-' = = O =
:Ca SIGNATURE = >. ;
r1l0
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON PAGIS
CERTIFICATE OF ENGINEERING ACCURACY
=Ca :;Pry
MONUMENTS 2044 & 2044A.
I, John David Vondran, hereby that
:,;,,."'
NEW PAGIS MONUMENTS SET ARE: 2044-0286 & 2044-0287, LOCATIONS ARE SHOWN ON PLAT.
certify this
the
plat correctly represents a plat made
by me, and ttfC�rff?�e'••.,
THE LOCATION OF KNOWN SUBSURFACE STRUCTURES, PIPE, POWER, GAS, PHONE, ETC. ARE SHOWN ON
engineering requirements of Little Rock
Subdivision Rules and Regulations have
been complied witK..,fYYAL 't;?.`.`
LA
•'"•�errna•h�
THE PLANS. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE COMPLETENESS
T
a��
,.��-�//
NOR ACCURACY OF THIS INFORMATION.
cTaY•tG
Date of execution
�[anx
ohn David Vondran
c> ; ?'.
ff sSf=t'"ti;;,�a
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
Registered Engineer
„ {
D y."
OF ANY PROPERTY CORNER MONUMENT.
CERTIFICATE OF FINAL PLAT APPROVAL'•E*'SAt'*
No. 11429, Arkansas
a$ Als:� 3'tiu,�tS
v
t} `O
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
All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and
to a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further
said rules and regulations. This certificate shall expire
Date
L��6'll Signe C�
Date of Execution
Little Rock 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,
pla and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat.
Sined
Name RICKEY WARREN
Address 904,91 1AKFSHORF COVF
Circut Clerk
I
AI AND PLANNING AND SZON ZONING REGULATIONSTOF RECORD, IF ANY AND SIS SUBJECTVDUC�I IV C, RESTRICTIVE CO,I� ORSUCHI FTAOCTS AS
4 ' i EK 2 wi" AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
1142t3.9 .q THE PROPERTY.
ID
�,idrg2pOl NAMES OF ADJACENT OWNERS SHOWN ON THIS PLAT WERE PROVIDED BY BEACH ABSTRACT COMPANY.
,30• NEITHER THEIR ACCURACY NOR CURRENCY IS WARRANTED BY McCLELLAND ENGINEERS.
Ip' 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.
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.
C3IST,8RFO
4 .......... °�.
�O 0 ..•• sr OF
BRIAFrA. TINNEL D TE AR SASS=
PROFESSIONAL LAND SURVEYOR N 4 -
ARKANSAS NUMBER 1438 - 0
SIGN TARE
,aAT
' °s
BY:
DATE: �
S-64/1-8