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CF.RT ITICATE OF FRf t MONAR Y
SURYEYWO ACCURAC Y
I. BRUCED. CHAVIS• HEREDY CERTFY THAT TTOS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERlFLED BY ME AND THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF
ARKANSAS AND CIT Y OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN
COMPL® WITH AND A COPY OF SAID BOUNDARY HAS BEEN DULY FILED FOR RECORD IN THE
OKTJCES OF THE STATE SURVEYOR AND PULASKI COUNTY CIRCUIT CLERK ON
• _ 19IN FLAT BOOK t7 -
PAGE
DATEOFE%ECUTION BRUCED CHAhS
RFOISTERF.D PROFESSIONAL
LAND SURVEYOR NO. 1253
ARKANSAS
CERTIFICATE OF PRELIMTNARY
ENGINEFRRIO ACCURAC Y
,( L lAtff_4 C. SVMMERLIN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE
BY ME. AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
/✓1 REGULATIONS HAVE BEEN COMPLIED WITH
C. ,,(u,,,,•1141;.
DATE OF EXECI ON LAMES C. SUMMFRLw
REGISTERED PROFESSIONAL
" O v �� // • l
ARKANSAS
CERTIFICATE OF PRF1.B.@%ARY
�/ ��////����•/ PLAT APPROVAL
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO
1 / / TI IF, PREPARATION AND SUBMITTAL TO PRELIMINARY PLAT HAVE BEEN FVIFTL ED. SUBJECT TO
�, /• FURTHER PROVISIONS OF SAID RULES AND REGULATIONS, THIS CERTIFICATE SHALL EXPIRE
DATE
' (i � n � D OF E]lECU1TON �NAM�. LITTLE RACK PLANNMO
COMMISSION
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5�/ �9
/E4.653 Grri �7/ 1J �11/
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NOTE
I � 1 \ ,,.�._ �i�1'-•= % (y \ �P1 UNDERGROUND UTILITIES WERE LOCATED ON THESE DRAWINGS ACCORDING TO LOCATION
MAPS PROVIDED BY THE UTILITY COMPANIES. UNDERGROUND UTILITIES SHOULD BE FIELD
'VERIFIED PRIOR TO CONSTRUCTION.
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.•• � Awn/ / �, � � 1 //// � �r A 1 � / � r � v � � ----` /'b
Cu IA�I'>— .. ?dIo � `% // � /� �' � �� � /�--� � �-- �` \ 1 NCO/P/�� ✓t0
y7, ALP . ,r O \ %,dC/P .QOri/ / /990 TRACE N0.2
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TRACT OF LAND BEING PART OF THE E 1/2 OF THE NE 1/4 OF /� j/ / ` \ —� \ V J7 •' ^' SrIm
L �— 5. T-1-N. R-13-14. IN THE CITY OF LITTLE ROCK, PULASKI C(XR li,
CLWO
// Li I \ — \ 1 \ ✓ V �L� ARKANSAS. AND BEING HORG PARTICULARLY DESCRIBED AS FOLLOW: i
/ \
Commencing at the SE Corner of the above said E 1/2 of the NE 1/4
,E's'+�a / /� / w- �. .V' �. __�, \ �- �__ / �— —�'_' ♦ of Section 5; thence N 1031'09" E, along the East Line thereof :'r,
iQ 4 ` �h 0 t^ _ /� ♦ 66.67 feet to the Easterly Right -of -Way Line of the I-630'
�' \ �• �� Extension and the Point of inn thence al the Eaeterl
Beginning; along Y
Right -of -Way Line of the above said I-630 Extension the following
Courses and Distances; thence along the arc of Curve to the
Right, (said Curve having a Radius of 1382.39 feat, and a Delta
yy of 17o22'00"), and a Chord Bearing sad Distance of N 37043'05" W.,
/VoTL�' Lol lliye .f FQ rGY/5�c� r 417.41 feet; thence N 28059'64" W, 282.49 feet; thence along " {
the arc of a Curve to the Left,
/- A,174e L aY�i-s E 4ssc r ia7/�c . 0
f / (said (Lrve having a Radius of ,
� � 148...39 feet, and a Delta of 5 43'20"), atd a Chord Bearing and '
/2-?�" `-�S Distance of N 31043'69" W. 147.99 feet; thence N 31005*54" W.
+ ---- 1�' 104.30 feet; thence 'N 39036'49" W, 52.09 feet: thwtoe
'Ar �[ \; Y/ ,�_ �� / ,_.¢tom —� N 26041'I8" W, 109.40 feet to the Southerly Right -of -Way Line of
g West Markham Street; thence along the above said Southerly
�i<� — — —� / �` Right -of -Way Line of West Markham Street, the following Courses '.
and Distances; thence N 28012.48" E. 65.11 feet; thdnos along
• ��CC AIr - '. the arc of a Curve to the Right. (said Curve having a KWius of
^'C �4�_ �- N r �- '! r �j p� r� 1� .. 532.96 feet. and 3 Delta of 20000'02"1, and a Chord Bearinq and
` �6" 4 f _ S \/ �� A Distance of N 64000'32" N E. 185.10 feet; thence 81008.14" E.
\ -��``lf ; 109.77 feet: thence S 87011'45" E, 329.58 feet to the East Line
of the above said E 1/2 of the NE 1/4 of Section 5: thence
'10_/ j \ ) S 1031'25" W, along the East Line of the above said E 1/2 of the
/y NE 1/4_ _feet
NGTE' -- O/� /1a7r G _4�5 \ • + containing 9.13 acresimor•e8or lose. to Uw Point of Beg lry5i2)q,
Swgk/i4G/Gg SNA4,1- el? 7HG
e'A 1yV01V112tz4U LD7 BkJ.✓G25 �.nJ 1/`?LGEO
A7 7NLJ TitirG Of Av/� /ti�G c�,11tiT�UG7Yt,V. - c f\
a
escti 64 "'A147ZX WAIAt ,\SIC/��.••''•,
\ W /�
�9Tv ' Q 5�3. • 1�9P/ `. rr. �� �NKANIA9 '.
will
SUBDIVISION INFORNiATION L
qr
FOR INFORMATION ON STORM DRAINAGE. WATER AND SANITARY SEWER UTILITIES. SEE TYPE OF SUBDIVISION: COMMERCIAL \ \ / u ,Cal �:;•, -�L LN"N'•
TRACT 3, CHENAL PARKWAY AND WEST MARKHAM BOUNDARY AND TOPOGRAPHIC SURVEY, �.��
OWNER: J. MCI)ONALJ3 AS BISHOP OF Tc� ROMAN CATHOLIC DIOCESE OF �"
LITTLE ROCK h� - 5e COrWr 0% %�hrP
DETENTION CALCULATIONS DEVELOPER ASHLEY COMPANY NEB, 5EL . 6
LOT 1 LOT 2 LOT 3 LOT 4 NO PIKE AVENUE l f� f/�' \ 7-1-7-1-N,,%•� ���
NORTH LITTLE ROCK AR 72 114 \\��
AREA 1,75 AC 1.23 AC 5 1-, AC 0 39 AC
SOURCE OF TrrU BOOK 220, PAGE 26
Q25 CTERP-" 4 91 CFS 4.60 CFS 14 50 CFS 2 49 CFS BOOK 233. PAGE 176
Q25 (COMMERCIAL) 3 39 CFC 9,41 CFS 39.55 CFS 6 111 CFS ZONING: C-1
TC 5 MIN. 5 MTN. 5 MIN 5 MIN, PHASE I PAGIS MONUMENTS TO BE AT SW CORNER OF LOT I& SE CORNER OF
DETENTION
2544 CUTT. 1443 CU.FT. 7515 CU FT 1295 CU FT NUMBER OF LOTS 4 LOT 2
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DATE:
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i P,, 541MIAIARY PL47'
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GH&AW, PmmwAy eyf awsr m4RKNAM
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UMMERLIN ASSOCIATES, INC.nglneers • surveyors . planners ;7,•gy.q¢
P"A9T MIL LITTLI ROCK, ARKANSAS