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APPROX. TO EXISTING
L OF ROCK CREEK PARKWAY-
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CL OF 80'AP8L EASEMENT
Q'Nr wrH C)F PW§>FRTY I IN
SANITARY SEWER EASEMEI
INSTRUMENT NO, 78-31700
1*5 40-`E
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O'5.5i�_ � l
100'x20'SANITARY SEWER
EASEMENT AS RECORDED It
BOOK 1410, PAGE 383
15
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)ED IN
CERTIFICATE OF PRELIMINARY SURVEYING
I
ACCURACY
/
I, MICHAEL WATSON hereby certify that
this p a correctly represents a
boundary survey made by me and all
monuments shown hereon actually exist MH
and their location, size, type and
material are correctly shown.
I.
Signed.
Date/of Execution Name, Registered
Land Surveyor
No.9,�, Arkansas
CERTIFIC17.TE OF PRELIMINARY ENGINEERING
ACCURACY
I, WES LOWDER hereby certify that
this plat correctly represents a plat
made by me, and that engineering
requirements of the Little Rock
Subdivision Rules and Regulations have
been complied with.
Signed
1
Date of Execution Name, egistered
Engineer, No.I6j"
Arkansas
Uri \
CERTIFICATE OF PRELIMINARY PLAT APPRCVAL
10
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All requirements of the Little Rock
V
Subdivision Rules and Regulations
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relative to the preparation and
N
submittal of a Preliminary Plat having
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1 of this plat is
d approval
fulfilled, a P
been fur pp
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hereby granted, subject to further
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I
provisions of said Rules and
I
Regulations. This Certificate shall
/1
expire
J
Date
Signed
I I
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Date of Execution Name,
nj
L.R. Planning
Commission
PSI
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CONCRETE MONUMENT FOUND
AT SW CORNER OF SW 1/4 NW 1/4
SECTION 4, T-I-N, R-13-W
M n N 8 90 21' 0 2" W 440.08'
MH
001
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No
of
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R. CURVE DATA
A/= 120 2659
T/ = 208,32'
_� R = 1909.86
ARC = 414.99
--- N.8 4' 2? 45
7-�LP.S-�
SOUTH LINE OF 80' AP&L EASEMEN
AS RECORDED IN BOOK 925, PAGES 437, 439, 445 &
LOT I
9.204 ACRES t
TOTAL AREA 13.181
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9
BUILDING LINE _
312' Nol
Z
S 890 58' 57" W
63.71
?I t ^�AM(SToW^DR!
s STp NE• T
ivD�Nr tT 1 cr Q,g a '•4y �i ('.. r
.�- ETN.N .I LEN
3 DRIVE
Y Ott ' -"{ n RrreNRtn
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n MnRn uNN RDM
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p : SITE a Is \ REEK
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..: PLLGPiM .I Y �f'. 777.
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V I C I N I T Y MAP
N.7 S.
S 890 22' 02" E
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S 8901 1' 15"E I.P'S SET
8.36' (CHORD) _
C ROo
HORD)
IE CURVE DATA
0 = 00' 15.02••
T = 4.18'
R = 1909.86'
ARC= 8.36'
45'
W �0
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O 1
O I _
g _ 89DOO'29"E_ _
N 10 DRAINAGE 8i0R UTILITY EA'
A.
I P.S. �a
147'
S44030'59"E
Lr--ARC
4'(CHORD)
RVE DATA
ID u 80 5926IT 4.57'
5.00'
6.8 3'
15'R/W DEDICATION
AS PER PLAT BOOK A, PAGE 61
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01
01
8
4140 - " __------THROAT B INCl=T7��
6tJILDING LIPS_ -CAST T SINSLE-
/ THROAT CAB INLET 00'
LOT 2
�._ .. �3,$0( ACRES f > BUILDABLE AREA
- ----- 540.79'----
S
BUILDING LINE
tq
'565.79'
877.79'
S 89* 58' 57" W
15.00'
DETENTION STORAGE
AREA = 13.18 ACRES
SLOPE = 8.5%
FLOW LENGTH=860'
BEFORE DEVELOPMENT
C = 0.55
I25 =?3 '%;z. TC 25 = 9.4 MIN.
Q 25 = 52,9 c.F.s.
AFTER DEVELOPMENT
C=0,9
125 = 8.5 'N/HR. TC 25 = 5,0 MIN.
Q25 = 100.8 C. F. S.
DETENT;ON VOLUME REQUIRED
R= 0.90 (8.5)- .55 (7.3) = 3.64
VOL. = 3.64 (13.18) (9.4) (60) = 27,058 CU-FT
0.62 AC -FT
DETENTION STORAGE TO BE MET IN
PARKING LOTS ✓JI DRY DETENTION
PONDS.
1.
1"'
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M N H 0 L E
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• 11
S 890W' 29"E
15M1
18"R.C.P TO NEW ,
HEADWALL ON
EAST SIDE50 o so 100
S C A L E
NOTE:
1/2 OF FIVE (5) LANE STREET IMPROVEMENTS FOR
BOWMAN ROAD TO BE CONSTRUCTED.
15-SANITARY SEWER EASEME
PLAT BOOK 1410 , PAGE 383
16 OF, R/ W TO BE
DEDICATED 0.176 ACRESt
Mehlburger
Tanner
Robinson
&Associates
Architects -Engineer s
201 Smik 1zard
PO. Boz3837
Limb Rock, AR 72203 3837
5011375 5331
Mehlburger Tanner Robinson
8 Associates
DRAWN BY:
G.
CHECKED BY:
APPROVED BY:
�I 18"R.C.P TO NEW HEADWALL ON PROPERTY DESCRIPTION l
EAST SIDE SCALE:
Part of the Southwest l/4 of the Northwest 1/4 of Section 4, T-1-N, - 5 0
R-3-W, all in Pulaski County, Arkansas, being more particularly described
5' as follows: DATE: 1 1 - 12 -86
Starting at the Southeast corner of the Southwest 1/4 of the Northwest
1/4 of said Section 4; thence North 00'01'03" West along the East line of
said Southwest 1/4 Northwest 1/4 a distance of 444.24 feet to the POINT OF
BEGINNING; thence South 89°58'57" West 892.79 feet; thence North 00026'15"
Mest 619.91 feet to a point on the South right-of-way line of West Markham
BLfJ QStreet; thence North 7T 13'40" East along said South right-of-way line
M a 275.90 feet; thence continuing along said South right-of-way line on a
curve to the right having a radius of 1909.86 feet, an arc distance of
414.99 feet, and a chord which bears North 84027'45" East 414.18 feet to
the Northwest corner of Lot 1, SW Subdivision to the City of Little Rock,
Arkansas as recorded in Plat Book A, Page 61; thence South 00R01'03" East.,,.,
200.00 feet to the Southwest corner of said Lot 1; thence South 89000'29"
Z East 200.00 feet to the Southeast corner of said Lot 1; thence South 8T
00'29" East 15.00 feet to a point of the East line of said Southwest 1/4 NOV 1? 1
Northwest 1/4; thence South 00001'03" East along said East line 512.15 feet
' 3 to the POINT OF BEGINNING containing 13.181 acres, more or less.i_.
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NOTE: U
ALL OF -HE PROPERTY DESCRIBED ABOVE IS 0 J
AFFECTED B, THE RESTRICTIVE COVENANTS RECORDED 0.
IN INSTRUMF NT NO. 78 - 33048.
SE CORNER OF 3W1,44 NWI/4,
SECTION 4, T-I -N, R-13-W
S 88002' 11 " E
49.88
CONCRETE MONt W 41
FOUND
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CEO iS'.'-cP.Ep
PROFESSIONAL ti
ENGINEER i
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PROJECT NO.
286 - 307
IRA
BNEET NO.
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