HomeMy WebLinkAboutS-1805 Map 3LOT 15
SET "X"
IN CONC.
IVES WALK
SUBDIVISION
LOT 13
LOT 11
------------- E__. 88.0 „
I I----------__ ----- .-. N 23° 19 03 E
CONCRETE ---
I I I I LOT 31 SET 1/2
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GRAVEL I I GRAVEL I LOT 33
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°1 MARY ANN ADDIT
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li I I I LOT 35
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METAL I L-- 11
BLDG I GRAVEL LOT 36 - II
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I-?----TL---_._._— I i i I I '� CELL TOWER
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- — — — — — — — — — — — — — — — — — — — —
I I i 1 LOT 37 I I I I I 11 CELL TOW R-
-------I-_1-���_-_-- I II ACCESS EASE
I _ DOC. NO. k01
`\ CONCRETE
LOT 38 — -
/ GRAVEL
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2
REBAR
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S 03° 12' 54" W 370,64' — —'
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GENERAL NOTES:
1. SUBJECT PROPERTY IS ZONED 12. _
2. MONUMENTS AS NOTED.
3, THERE ARE NO KNOWN PROPOSED CHANGES IN STREET In/T��� J
RIGHTS —OF —WAY. NO EVIDENCE OF RECENT STREET OR V /
SIDEWALK CONSTRUCTION WAS OBSERVED. T
4. NO EVIDENCE OF SOLID WASTE DUMP OR SANITARY l E 30 L�'
LANDFILL WAS OBSERVED. I I�OA/ _r
5. AT THE TIME OF THE SURVEY, ACCORDING TO THE v /
NATIONAL WETLANDS INVENTORY, THERE ARE NO
DELINEATED WETLANDS LOCATED ON THIS SITE.
6. AT THE TIME OF THE SURVEY, NO EVIDENCE OF EARTH
MOVING OR CONSTRUCTION WAS OBSERVED,
FLOOD PLAIN STATEMENT
THE PROPERTY SHOWN HEREON IS LOCATED WITHIN
THE 100—YEAR FLOOD PLAIN AS DESIGNATED BY
THE FLOOD INSURANCE RATE MAP, PANEL NO.'s
05119CO457G, AND 05119CO459G PUBLISHED BY THE
FEDERAL EMERGENCY MANAGEMENT AGENCY, DATED
JULY 6, 2015.
SURVEYORS CERTIFICATE
THE UNDERSIGNED, A PROFESSIONAL SURVEYOR, HEREBY CERTIFIES THAT: (A) THIS
SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND
CORRECT AND PREPARED FROM AN ACTUAL ON —THE —GROUND SURVEY OF THE REAL
PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR
UNDER HIS SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND
THE LOCATION AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) THAT
THE PROPERTY DESCRIPTION AND PLAT SHOWN HEREON IS A PART OF AND WHOLLY
CONTAINED WITHIN THE PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN
SURVEY PREPARED BY ME ON DECEMBER 04, 2017 AND THAT THERE ARE NO
OVERLAPS OF OR GAPS FROM THE COMMON BOUNDARIES AS SHOWN AND DESCRIBED
THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS ON TO
THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON THE
PROPERTY, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAYS ON THE
PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR
BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE
AS SHOWN HEREON AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY
AND SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED; (G) THE
BOUNDARIES, DIMENSIONS, AND OT R DETAILS SHOWN HEREON ARE TRUE AND
CORRECT.
J�
-1 ��---- - ------
GREGORY 'T. rSULLIVAN AR #10 DATE
AGE ROAD
PROPERTY DESCRIPTION
All of Lots 1, 2, 3, 4, 5, 6, 7, the East 1/2 of Lot 31, all of Lots 32, 33, 34, 35, 36, 37 and 38, Mary Ann
Addition to the City of Little Rock, Pulaski County, Arkansas, part of the SW 1/4 of the NW 1/4 of Section
14, Township 1 North, Range 12 West, Pulaski County, Arkansas, together with part of the East 30th Street
right-of-way closed by City of Little Rock Ordinance No. 13,497, and part of the Rock Street right-of-way
closed by City of Little Rock Ordinance No. 15,585, all in the City of Little Rock, Pulaski County, Arkansas,
and being more particularly described as follows:
BEGINNING at the Northwest corner of said Lot 7, Marry Ann Addition; thence
South 88°03'52" East 168.20 feet; thence South 03°12'55" West 67.89 feet; thence
South 88°15'43" East 12.50 feet to a point on the Westerly right-of-way line of Interstate Highway
No. 30; thence along said right-of-way line, South 03°12'54" West 370.64 feet; thence
North 88°07'06: West 190.80 feet; thence North 02°56'26" East 288.96 feet;
thence 23°19'03" East 34.71 feet; thence North 02°59'30" East 117.34 feet to the POINT OF
BEGINNING, containing 1.874 acres, more or less.
34.71'
LOT 9
N
GRAVEL
m
O
-b-
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
GRAVEL
LOT 2
LOT 1
S 030 W n, by
880 15' 43" E 12.50'
I
I
11\
_s
_.
FOUND IRON PIN
SET IRON PIN
SET 'X' IN CONCRETE
C�LEGEND(EXISTING)
LINEWORK
EASEMENT
TELEPHONE PEDESTAL
MANHOLE
GAS METER
GAS VALVE
WATER VALVE
FIRE HYDRANT ASSEMBLY
ELECTRIC PEDESTAL
SET 1/2"
REBAR
SET 1/2"
REBAR
tatuauu4
STATE
1�4
AR
s
����Enlantut``
RIGHT OF WAY
PROPERTY LINE
ROAD CENTERLINE
LOT 5
P.O.B.
NW CORNER LOT 7
MARY ANN ADDITION
�Wm
GRAPHIC SCALE IN FEET
20' 0 20'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS, APPROXIMATE
CONVERGENCE ANGLE IS, -000 09' 26.10057".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000041041.
0825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
C'
Crafton Tull
engineering I surveying
501.664.3245 t 501.664.6704 f
www.craftontull.com
CERTIFICATE OF AUTHORIZATION: n"'..n„
'Z OF A�Jy,'-
CRAFTON, TULL &
ASSOCIATES, INC. ➢-
No. 109
�RCANSAS EtJO���E�
BOUNDARY SURVEY OF LOTS
1-7, THE EAST 1/2 OF LOT 311
AND LOTS '32-38, MARY ANN
ADDITION, AND PART OF THE
SW 1/4, NW 1/4, SECTION 14,
T-14,11 R-12-W, LITTLE ROCK,
PULASKI COUNTY, ARKANSAS
LITTLE ROCK, ARKANSAS
Key Plan
No. Description Date
This docurne it, and the ideas and designs incorporated herein,
as an instrurrent of professional service, is the property of
Crafton, Tull & Associates, Inc., and Is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
PROJECT NO: 17803601
ISSUE DATE: 1 2.04.17
CONTACT: G. SULLIVAN
CHECKED BY:
C 2017 Codton. Tull & Associates, Inc.