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CERTIFICATE OF PRELLWNARY
SURVEYING ACCURACY
I, BRUCE D. CHAVIS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY
SURVEY MADE OR VERIFIED BY ME AND THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF
ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN
COMPLIED WITH AND A COPY OF SAID BOUNDARY HAS BEEN DULY FILED FOR RECORD IN THE
OFF CES OF THE STATE SURVEYOR AND THi pULASKJ COUNTY CIRCUIT CLERK ON
7 19 tje IN PLAT BOOK D
PAGE o� c
DATE OF EXECUTION BRUCE D. CHAVIS
REGISTERED PROFESSIONAL
LAND SURVEYOR NO. 1253
ARKANSAS
CERTIFICATE OF PRELDATNARY
ENGINEERING ACCURACY
,( I, LAMES C. SUN0,IERLIN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE
BY ME, AND THAT ENGINEERING REQURENENTS OF THE I = ROCK SUBDIVISION RULES AND
�J1 REGULATIONS HAVE BEEN COMPLIED W M-L
Bl ( q4 � „,.2 C.
DATE Of CUTION LAMES C SUMMERLIN
REGISTERED PROFESSIONAL
ENGINEER NO. 2699
ARKANSAS
CERTIFICATE OF PRELIMINARY
PLAT APPROVAL
.ALL REQUME&-NTS OF THE I.CCTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO
THE PREPARATION AND SUBMITTAL TO PRELIMINARY PLAT HAVE BEEN FULFILLED. SUBJECT TO
FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE:
r DATE
DATE OF EXECUTION NAME, LITTLE ROCK PLANNING
COMNUSSION
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Mar
SUBDIVISION INFORMATION
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FOR INFORMATION ON STORM DRAINAGE, WATER AND SANITARY SEWER UTILITIES. SEE TYPE OF SUBDIVISION: COMMERCIAL
TRACT 3, CHENAL PARKWAY AND WEST
14ARKHAM BOUNDARY AND TOPOGRAPHIC
SURVEY.
ROMAN CATHOLIC DIOCESE OF
OWNER: J. MCDONALD AS BISHOP OF THE
—
LITTLE ROCK
ID -
DETENTION CALCULATIONS
DEVELOPER: ASFff.EY COMPANY
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LOT I LOT 2
LOT 3
LOT 4
2649 PUCE AVENUE
NORTH LITTLE ROCK AR 72114
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AREA
1.75 AC 1.23 AC
5 17 AC
0.89 AC
Q25 (TERRAIN)
4.91 CFS 4.60 CFS
1450 CFS
2.49 CFS
SOURCE OF TITLE: BOOK 220, PAGE 26
BOOK 233, PAGE 176
Q25 (COMMERCIAL)
3 39 CFC 9.41 CFS
39 55 CFS
6 81 CFS
TC
5 MCI. 15 MIN.
5 MEN
5 `IN,
ZONING: C-3
PHASE I PAGIS MONUMENTS TO BE AT SW CORNER OF LOT I& SE CORNER OF
DETENTION
2544 CU FT. 1"3 CU.FT J7515CU01296CUFT1
NUMBER OF LOTS: 4
LOT 2
U��l�v�rY �Ap
NOTE:
)ERGROUND UTILITIES WERE LOCATED ON THESE DRAWINGS ACCORDING TO LOCATION
'S PROVIDED BY THE UTILITY COMPANIES. UNDERGROUND UTILITIES SHOULD BE FIELD
JFIED PRIOR TO CONSTRUCTION.
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SC4/P /ter 50
A TRACT OF LAND BEING PART OF THE E 1/2 OF THE NE 1/4 OF SECTION
5, T-1-N, R-13-W, IN THE CITY OF LITTLE ROCK, PULASKI C:AIN'1'Y,
ARKANSAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
Commencing at the SE Corner of the above said E 1/2 of the NE 1/4
of Section 5; thence N 103l'09" E, along the East Line thereof
66.67 feet to the Easterly Right -of -Way Line of the I-630
Extension and the Point of Beginning; thence along the Easterly
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 feet, and a Delta
of 17022'00"), and a Chord Bearing and Distance of N 37043'05" W,
417.41 feet; thence N 28059'54" W, 282.49 feet; thence along
the arc of a Curve to the Left, (said Curve having a Radius of
1482.39 feet, and a Delta of 5043'20"), and a Chord Bearing and
Dist. nce of N 31043'59" W, 147.99 feet; thence N 31005'54" W.
104.30 feet; thence N 39035'49" W, 52.09 feet; thence
N 2604l'18" W, 109.40 feet to the Southerly Right -of -Way Line Of
West Markham Strut; thence along the above said Southerly
Right -of -Way Line of West Markham Street, the following Courses
and Distances; thence N 28012'48" E. 65.11 feet; thence along
the arc Of a Curve to the Right, (said Curve having a Radius Of
532.96 feet, and a Delta of 20000'02"), and a Chord Bearing and
Distance of N 64oOO'32" E. 185.10 feet; thence N 81008*14" E.
109.77 feet; thence S 87011'45" E. 329.58 feet to the East Linne
of the above said E 1/2 of the NE 1/4 of Section 5; thence
S 103l'25" W, along the East Line of the above said E 1/2 of the
NE 1/4 of :erection 5, 1069.98 feet to tha Point of BegLrm ung,
containing 9.13 acres more or less.
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E%pj NE% $El' S LIT7LE ROc;g ARKAN5A9
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w (� SUMMERLIN ASSOCIATES, INC.
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