HomeMy WebLinkAboutS-1340 Map 1CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY:
EDGE I
TAYLOF
d
N 22e33'24"
/40.49'
N 05°05'42"
\ 48.53'
N 26e42'45"
35.89'
CURVE DAT
RADIUS: 612
ARC LENGTH
CHORD BEAF
CHORD LENC
CURVE DATA
RADIUS: 442
ARC LENGTH
CHORD BEAF
CHORD LENC
RICHARDSON INVESTMENT CORF
(UNIMPROVED)
R — 2
JECT
I, William W. Hope, HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED
BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF
ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS HAVE BEEN COMPLIED WITH AND THE PLAT HAS
BEEN SURVEYED AND IS DULY BEING FILED FOR RECORD IN THE
OFFICES OF THE STATE SURVEYOR AND THE COUNTY CIRCUIT
CLERK AND RECORDER.
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL SURVEYOR
NO.JZa---
ARKANSAS
1, William W. Hope HEREBY CERTIFY THAT THIS PLAT
CORRECTLY REPRESENTS A PLAT MADE OR VERIFIED BY ME, AND
THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK
SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED
1 "-,)nnn' WITH.
SIGNED,
DATE OF EXECUTION NAME
REGISTERED PROFESSIONAL ENGINEER
NO. 1975
ARKANSAS
ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND
REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO
PRELIMINARY PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS
PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF
SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE
FOUR ELEVATION DATUM DATE
=R THAN DATUM FOR
VENT 2063-0061 I SIGNED,
I
DATE OF EXECUTION NAME
L.R. PLANNING COMMISSION
1 229,363 SQUARE FEET, OR 5.265 ACRES, MORE OR LESS.
BASIS FOR BEARINGS: NORTH LINE OF THIS TRACT AS DESCRIBED
IN A DEED FOR ADJACENT PROPERTY, AND RECORDED IN
INSTRUMENT #89-48031
PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE
SOUTHWEST QUARTER (N1/2 NE1/4 SW1/4) OF SECTION 19, TOWNSHIP
2 NORTH, RANGE 13 WEST, IN LITTLE ROCK, PULASKI COUNTY,
ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEAST CORNER OF THE SAID N1/2 NE1/4
SW1/4, A SET 5/8" REBAR AND CAP; THENCE ALONG THE SOUTH LINE
OF THE N1/2 NE1/4 SW1/4 S88-16'09"W 424.56' TO A SET 5/8"
REBAR AND CAP ON THE PROPOSED EAST RIGHT OF WAY (R.O.W.) OF
THE NEW ROAD; THENCE LEAVING THE SOUTH LINE, ALONG PROPOSED
THE EAST R.O.W. FOR THE FOLLOWING FIVE CALLS, ALONG A
NON -TANGENT CURVE TO THE NORTH, CONCAVE TO THE EAST, WITH A
RADIUS OF 442.18' AND LENGTH 100.46', FOR A CHORD BEARING AND
DISTANCE OF N16'51`02"W 100.24' TO THE BEGINNING OF A REVERSE
CURVE TO THE NORTH, CONCAVE TO THE WEST, WITH A RADIUS OF
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612.21' AND LENGTH 244.58'; THENCE ALONG THE CURVE FOR A CHORD
0
BEARING AND DISTANCE OF N21'44'13"W 242.96'; THENCE LEAVING THE
•F_ w N
CURVE N26'42'45"W 35.89'; THENCE N05'05'42"W 48.53% THENCE
p a
N22'33'24"E 40.49% THENCE N45'59'53"E 170.89' TO A FOUND 1/2"
Q I
REBAR; THENCE S00'26'05"E 105.30' TO A FOUND 1/2" REBAR;
a
THENCE N89'00'06"E 420.38' TO A FOUND 1/2" REBAR ON THE EAST
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LINE OF THE N1/2 NE1/4 SW1/4; THENCE ALONG THE EAST LINE
z O
S00'32'48"E 447.34' TO THE POINT OF BEGINNING, ENCLOSING 5.265
00
f
ACRES.
MANHOLE LVtLUPtR/ vennw n. — 11— —.,
UBDIVIDER: NUMBER OF LOTS: 2 PLUS 1 TA�T
SOURCE OF WATER: CITY OF L17'I'L'EO C& E RO
NORTHWEST CONGREGATION OF SOURCE OF SANITARY SEWER:
NGINEERS: JEHOVAH'S WITNESSES BUILDING SETBACKS:
HOPE ENGINEERS INC. FRONT-25'
203 LILLIAN STREET REAR-20'
Name of subdivision: 4AME Of SU&W?O&dN ARKANSAS 72015 SIDE —INTERIOR 8'
ZONING CLASSIFICATIONHR85LOR SLOPE EASEMENTS:
H1NS1 OR SLOPEFRONT-10' OR AS SHOWN
OURCE OF TITLE: REAR-5' OR AS SHOWN
EW STREETS: DEED NO. 94-73483 SIDE —INTERIOR 5', EXTERIOR 10'
LONE R-2 100' DIAMETER CUL—DE—SAC STREET RIGHT OF WAYS: 50'
TREET WIDTH: 100' DIAMETER CUL—DE—SAC STREET WIDTH: 100' DIAMETER CUL—DE—SAC
AAei
$c,ISTFF�., /oAS1 AT E pA
" #00 ARI SAS
•• AS
TATE OF / r,_1 s
NO NSAS 1e� REGISTEREYD
PROFESSIONAL
: ors SIGNATUM EN�I ER
cn '�rr ts' o1oq�
J's ,aar w. I `'�4 `e N{;D. 1�75
[BY:
F,r'FTXTF,D l�NAL LA�� _�L�"wIN",�i
'm.........,s•"••
MAY Q 8 02 By affixing my seal and signature, 1 William W. Hope, PLS No, 128, hereby certify that this
drawing correctly depicts a survey compiled under my supervision.
-- NOTE: This survey was based on legal descriptions and title work furnished by others and
does not represent a title search.
A portion of the property described hereon Iles within the 100 year flood plane, according
to the Federal Insurance Rate Map, panel 4 050161 0002 B Dated: November3. 1383;—
however, Hinson and Taylor Loop Roads have been relocated since publication of the map
and the flood zone now appears to be across the road.
HOPE ENGINEERS, Inc.
203 Lillian Street
I' Benton, Arkansas 72015
`GINS (501) 315-0786 FAX (501) 315-0700
FOR USE AND BENEFIT OF;
Northwest Congregation of Jehovah's Witnesses
30' 1 ` D 30' PRELIMINARY PLAT
ism
HINSLOR SLOPE SUBDIVISION
BAR SCALE: 1 " = 30' A SUBDIVISION IN THE CITY OF LfTTLE ROCK, PULASKI COUNTY, ARKANSAS
LEGEND DATE: 05/8/2002 C.A.D. BY: J. SISCO DRAWING NUMBER:
* -Computed paint CHECKED BY: 02-194
• -Found monument REVISED:
O -Set #5 RB/Plan. Cap SCALE; 1" = 30' SHEET NUMBER: 1 OF 1
® —sewer Manhole 500 02N f 13W 10 1 9 9 2 9 0 60 0 � 28