HomeMy WebLinkAboutZ-9211-A Survrey - Site Planiiiiiet BOUNDARY FINAL
BOUND. ADJOINERS
EASEMENT
FOUND MONUMENT
O
(AS NOTED)
SET MONUMENT
(AS NOTED)
CALCULATED POINT
CHENAL VALLEY SUBDIVISION
INST# 98 066028, RECORDS OF
PULASKI COUNTY ARKANSAS
ZONED R2
6
i
ZONING NOTES:
CURRENTLY ZONED: 0-1
SETBACKS FRONT: 25'
SETBACKS SIDE: 8'
SETBACKS REAR: 25'
CERTIFICATE OF OWNER
WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN
AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE
LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY
OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN
ACCORDANCE WITH THIS PLAT.
PO BOX 242327
LITTLE ROCK, AR 72223
SOURCE OF TITLE. D.R.
PAGE
INSTRUMENT NO.
CERTIFICATE OF PRELIMINARY SURVEY PLAT APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL
HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED
UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS.
DATE LITTLE ROCK PLANNING COMMISION
640S0,
4(911
STATE OF PARCEL# .4),
ARK . SAS `= - 53LO260165204
1,103 �=
DELTIC READ ESTATE LLC
JF B- - BOURESSE DRIVE
ZONED R2
CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY
I, J. ERIC HOLLOWAY, HEREBY CERTIFY THAT THIS PLAT CORRECTLY
REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED B" ME THAT
ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND
CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE
BEEN COMPLIED WITH AND FILED FOR RECORD AS RE ]RED.
5 229:_10L
DATE J. F C HOLLOWAY
PR ESSIONAL SURVEYOR NO.1808, AR
N78a52,7 3 ,V 7
66.99,
-S01 °24'57"W 10.38'
A=171.46'
S02001 ' 15"E
Lc=171.36'
R=14192.39'
N79a06 7-3� � 9
6.69,
N01 a 19'02"W 22.42'
SE CORNER
SE 1 /4, NW 1 /4
SECTION 15
T-2-N, R-14-W
GRAPHIC SCALE 1"=40'
40 0 40 80
BASIS OF BEARING
STATE PLANE COORDINATES
ARKANSAS NORTH ZONE NAD-83
ACREAGE PER 40
TOTAL 10.01 ACRES
S36059'S6''E
Lc=1 199.15'
R=1 145.92'
FLOOD STATEMENT:
GRAPHIC PLOTTING OF THE INFORMATION SHOWN
\ ON FLOOD INSURANCE RATE MAP NO. 05119CO31 1 H,
DATED JUNE 7, 2019, INDICATES THAT ALL OF THE
PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND
IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
v
,A=155.56'
S64051 '51 "E S21 °27'08"W 80.00'
Lc=155.46' \\
R=1225.91'
POB
1
112
S68a340
6'F J63
S4-
PARCEL#
53LO150100301
DELTIC REAL ESTATE LLC
HIGHWAY 300
ZONED R2
PARCEL#
53LO150000100
DELTIC REAL ESTATE LLC
HIGHWAY 10
N
ZONED R2
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VICINITY MAP
Holloway Engineering,
Surveying & Civil
Design
200 Casey Drive
Maumelle, AR 72113
(501)851-3366
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www.holloway-eng.com
PRELIMENARY SURVEY PLAT
OF
NEW LIFE CHURCH - WLR
CHENAL PARKWAY
ZONED 0-�
LEGAL (DEEDED):
A Part of Lots 72, 73, 79, 80, 81, 88, 89, 90, 95 and 96, Maumelle Orchard Addition located
in Section 15, T-2-N, R-14-W, Pulaski County, Arkansas, more particularly described as
commencing at the Southeast corner of the SE1 /4 NW 1 /4 of Section 15, T-2-N, R-14-W,
Pulaski County, Arkansas; thence N 01 degrees 19 minutes 02 seconds W, a distance of
22.42 feet to a point on the South right-of-way line of Arkansas State Highway No. 1 O:
thence N 79 degrees 06 minutes 13 seconds W, along said South
right-of-way line, a distance of 96.69 feet; thence N 78 degrees 52 minutes 13 seconds W,
along said South right-of-way line, a distance of 166,99 feet to a point on the centerline
of Chenal Parkway; thence S 01 degrees 24 minutes 57 seco.nds W, along .said
centerline, a distance of 10.38 feet; thence continue along said centerline following a
1432.39 foot radius curve to the left, having a chord bearing and distance of S 02
degrees 01 minutes 15 seconds E, 171.36 feet; thence S 05 degrees 27 minutes 00
seconds E, along said centerline, a distance of 785.60 feet; thence continue along said
centerline following a 1145.92 foot radius curve to the left, having a chord bearing and
distance of S 36 degrees 59 minutes 56 seconds E, 1 199.15 feet; thence S 21 degrees 27
minutes 08 seconds W a distance of 80.00 feet to a point on the Westerly right-of-way line
of Chenal Parkway, said point being the point of beginning; thence South 68. degrees 36
minutes 21 seconds E, along said Westerly right-of-way line, a distance of 163.54 feet to a
point on the Westerly right-of-way line of an Arkansas Power & Light Easement (100 foot
ROW); thence S 13 decrees 20 minutes 00 seconds E, along said Westerly AP&L
right-of-way line, a distance of 262.60 feet; thence S 56 degrees 1 1 minutes 18 seconds
W, a distance of 303.45 feet; thence N 64 degrees 53 minutes 03 seconds W, a distance
of 781.47 feet; thence N 08 degrees 15 minutes 15 seconds E, a distance of 276.43 feet;
thence N 48 degrees 31 minutes 30 seconds E, a distance of 335.18 feet to a point on the
said Westerly right-of-way line of Chenal Parkway; thence along said Westerly
right-of-way line following a 1205.92 foot radius curve to left, having a chord bearing and
distance of S 51 degrees 21 minutes 20 seconds E, 415.94 feet, thence continue along
said Westerly right-of-way line S 28 degrees 40 minutes 26 seconds W, a distance of 19.97
feet; thence continue along said Westerly right-of-way line following a 1225.92 foot radius
curve to the left, having a chord bearing and distance of S 64 degrees 54 minutes 21
seconds E, 155.46 feet to the point of beginning.
GENERAL NOTES:
1. This property is within the city limits of Little Rock, Arkansas.
2. This property is zoned 0-1.
3. Names and addresses of adjoining property owners were obtained through the
Pulaski County Assessor's office website.
4. Domestic water service is provided by Central Arkansas Water.
Sanitary sewer is by North Little Rock Wastewater Utility.
5. Underground utility locations are approximate, locations will need to be field verified
before any construction commences.
6. All listed zoning and master street plan requirements per Little Rock city code.
7. All set monuments are, 1 /2 inch rebar with cap # 1803.
8. All building set -back lines are as noted.
CORNERS
POINT # NORTHING EASTING
1
172260.22
1166162.89
2
172200.47
116 6315.12
3
1719 44.91
1 16 63 75.51
4
171776.21
1166123.27
5
172108.37
1165415.91
6
172381.91
1165455.77
7
172603.73
1165707.05
8
172343.77
1166031.74
9
172326.26
1166022.15
CERTIFICATE OF RECORDING
SIGNED
TERRI HOLLONGSWORTH
PULASKI COUNTY CIRCUIT CLERK
SURVEY CODE:
500-2 N-14 W-0-1.5-230-60-1803
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JOB NO.: 2021-193
DATE: 4/ 18/22
DRAWN BY: KMD
SHEET NUMBER:
CO.02
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GRAPHIC SCALE 1"=40'
40 0 40 80
\ \
LEGEND
N,q
110,163 SF CONSTRUCT LANDSCAPE AREA
149,181 SF CONSTRUCT ASPHALT PAVEMENT
\ \ \ \ \ \ \ \ 16,947 SF CONSTRUCT CONCRETE PAVEMENT
CONSTRUCT CURB \ ryh \ \ \ 46,253 SF CONSTRUCT BUILDING
\ AND GUTTER (TYP.)
\ R4.5' \ \ ~'� \ F322,544 SF TOTAL SITE AREA
70
TOTAL PARKING SPACES: 497
� 7 \ S28042'41 "W 19.97' 1-� HC PARKING: 12
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Holloway Engineering,
Surveying & Civil Design
200 Casey Drive
Maumelle, AR 72113
(501) 851-3366
www.holloway-eng.com
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JOB NO.: 2021-193
DATE: 4/ 18/22
DRAWN BY: KMD
SHEET NUMBER:
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