HomeMy WebLinkAboutS-1052-B Map 41"PIPE
FD. 1/2' REBAR.
8" LONG
PAGIS COORDS:
N 159,273.40'
E 1,213,363.88'
Z 551.71'
S89"05'53"E
80.11' —
(80')
W
FD. 1 "PIPE
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20
LOT r7 LET 6
S87'56' 19"E
49.79' (50')
PROPOSED
AREA 5,303 sq.ft.
I ' 5' ACCESS k MAINTAINANCE
EASEMENT
I � — __ PROPOSED LOT
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ED. CUT X IN CONQ,
88'02' 17" W
79.77' (So')
FD. CONC.
IN WALK
PAGIS COORDS:
N 159,133.58'
E 1,213,360.24'
Z 562.49'
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
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L Q v PAGIS COORDS:
N 159,269.89'
�. E 1.213.463.94'
��• _ S88-00'14"E
S88'02'11"E I I ;; SET 1/2"REBAR AS CORNER
50.33' (50') I S25'32'52"W 1.39' 150017'
FROM ED. 1 ✓PIP u� J l �Q r u.�t4o uJ6' )
to'
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LOT A I 10 A A ynl �fA Cass
0.122t acre I-/ 'j6 �USZ��SSES SOMT��
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100.
LINE: I
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AREAS:
50.18'
EXISTING LOTS
8 & 9
13,991
sq.ft.
0.321t acre
OPOSED NORTHERLY
LOT A
5,303
sq.ft.
0.122t acre
POSED REMAINDER
(PROPOSED
LOT 8R
4.343
sq.ft.
0.100t acre
9
M
REMAINDER
LOT 9R
4,345
sq.ft.
0.100t acre
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\ 89'� 9:04) J�E 89'33'S4
L50.10' f G�3 S�� 49.93' / (89 24'}
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N88'02 12"W
100.03' (Too')
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CLUB ROAD
O ASPHALT, 55' RECORD R.O.W.(PER '74 BROOKS SURVEY)
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PAGIS COORDS:
N 159,130.15'
E 1,213.460.21'
Z 561.58'
/ _N87'53'39"W
FD. 1/2' PINCH f N87-47'42"W
TOP PIPE i 74.94'(7s') FD. 1/2" REBAR
74.93' (75')
is
17
r;
ED. 5/8-REBAR
VICINITY MAP
SCALE 1"=2000't
COPY OF 7.5 MIN, QUADRANGLE
NORTH LITTLE ROCK
1986
ED. 1/2" REBAR
MCE CONTROL POINT COORDINATES (PAGIS)
CP#
NORTHING
EASTING
ELEVATION
15
159,083'27'
1,213.299,690'
563.82'
22
159,136.888'
1,213,463.190'
561.56'
23
159,112.051'
1,213,613.160'
553.37'
24
159,266.950'
1,213,446.970'
555.69'
25
159,216.788'
1,213,445.660'
557.83'
26
159,270.410'
1,213,335.340'
550.46'
W
1 1/2" PIPE
EXISTING PROPERTY DESCRIPTION:
LOTS 8 AND 9, BLOCK 27, NEWTON ADDITION, PULASKI HEIGHTS, ARKANSAS.
NEWTON ADDITION IS RECORDED WITH THE PULASKI COUNTY CIRCUIT CLERK'S OFFICE IN PLAT BOOK 1
SHEET NUMBER 80, AND IS DATED JUNE, 1908.
SURVEYOR'S NOTES
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJECT ARE BASED ON THE
PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS), AND WERE CARRIED TO THE SITE BY
TRAVERSE FROM PAGIS POINT 2033 NEAR THE INTERSECTION OF CANTRELL ROAD AND N. TAYLOR
STREET PPROXIMATELY 1/2 MILE SOUTHWEST OF THE PROPERTY.
FIELD WORK FOR THIS SURVEY WAS COMPLETED JANUARY 13 THRU 15, 1999.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS
PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO
STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES. ANY
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT
1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION.
FLOOD INFORMATION: NO PART OF THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA
AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP
(FIRM) FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS:
COMMUNITY PANEL NUMBER 050181 0007 E. DATED NOVEMBER 3. 1993.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY ARE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS
SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS,
AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
RECORD SURVEYS AND PLATS RELATING TO THIS PROPERTY:
NEWTON ADDITION TO PULASKI HEIGHTS, ARKANSAS; FILED JUNE, 1908 IN PLAT BOOK 1, SHEET 80
BOUNDARY SURVEY BY BROOKS & CURRY INC. DATED FEBRUARY 14, 1974
DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR
THE PROPERTY.
ZONING: THIS PROPERTY IS PRESENTLY ZONED C-3, WITH RECORD SETBACK DISTANCES OF 25' ON
THE STREET FRONTS, 25' OF THE REAR, AND 15' ON THE SIDE. THESE RECORD SETBACKS ARE
MODIFIED BY THE EXISTING LOCATIONS OF THE BUILDINGS.
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR
OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10.000,
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT
UPON IT.
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.
Signed,
CERTIFICATE OF FINAL 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.
Signed,
Date o Exe lion
Country Club Stotion Realty Company. by its
Name:.
Company. LLC
Little Rock Planning Commission
general partner. SOFA Holding
by L. Dickson Flake managina member
Name Country Club Stotion Realty Company.
an
CERTIFICATE OF RECORDING
Arkansas Limited Partnership
This document, number filed for record
Address Barnes Quinn Flake & Anderson Inc
in plat book ., page`+_
400 West Capitol Ave
Signed,
Little Rock. AR 72201
Source of Title:
Deed Record Book 1216 Page 603
(Name) Clerk
and Deed Record Book 1216 Page 607
CERTIFICATE OF SURVEYING ACCURACY
I, Richard A. Watson, hereby certify that this
plat correctly represents a
boundary
survey made by me and all monuments shown hereon actually exist and
their location,
size, type and material are correctly shown.
Signed,
Richard A. Watson
ate of.. xecution'
Registered Land urveyor No. 653, Arkansas
CERTIFICATE OF ENGINEERING ACCURACY
I, James E. McClelland, hereby certify that this
plat correctly represents
a plan made
by me, and that engineering requirements of
the Little Rock Subdivision
Rules and
Regulations have been complied with.
Signed,
/VLC(
4 /9 Zorn
/Ja
es E. McClelland
Date of Execution
I Re istered Engineer No. 3412, Arkansas
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