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Global Surveying Consultants, Inc."I STATE L
ARKANSAS
13 1 7.", Land Surveying 9 Planning * GP5 * Subdivision e Design
6511 Heilman Court 00
North Little Rock, Arkansas 72118
455-4984 A , 455-8158
DESIGN 0
G. R. S. 0 www.gIobaI-surveying.com
LEGEND
0 = FOUND MONUMENT (AS NOTED)
= COMPUTED CORNER
= Set Monument by White—Daters
EFF = Existing Finished Floor Elevotion
BFE = Base Flood Elevotion
Use Symbols As Applicable
Project
Location
ANITRELL RO
M
0
0
a
VICINITY MAP — N. T. S.
ZONE AE (FLOODWAY)
ZONE AE
BUILDING TO BE REMOVED
HATCH LEGEND
SUBJECT PROPERTY DESCRIPTION: (AS PER SURVEY BY WHITE-DATERS
DATED 01-09-12 REV 03-13-12)
PART OF THE SE1/4 SW1/4 SEI/4, SECTION 13, T -2-N, R -14-W, IN THE CIN OF LITTLE ROCK,
PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE
INTERSECTION OF THE EAST LINE OF SAID SE1/4 SW1/4 SE1/4 AND THE NORM LINE OF STATE
HIGHWAY #10; THENCE N73'09'00"W, ALONG THE NORTH LINE OF SAID HIGHWAY X110, A DISTANCE OF 80
FT.; THENCE N01'40'18"E, 210 FT.; THENCE S72'23'16"E, 79.91 FT. TO A POINT ON THE EAST LINE OF
SAID SE1/4 SWI/4 SE1/4, WHICH IS 209 FT. NORTH OF THE INTERSECTION OF THE EAST LINE OF SAID
SE1/4 SW1/4 SE1/4 AND THE NORTH LINE OF STATE HIGHWAY #10; THENCE S01'34'10"W, ALONG THE
EAST LINE OF SAID SE1/4 SW1/4 SE1/4, A DISTANCE OF 209 FT. TO THE POINT OF BEGINNING.
AREA OF THIS PROPERTY 16564 SQ. FT. OR 0.3803 ACRES
FLOOD STATEMENT:
BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO.
05119CO312G. DATED July 6. 2015, INDICATES THAT ALL THE OF THE PROPERTY SHOWN
ON SURVEY LIES WITHIN:
ZONE AE SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL
CHANCE FLOOD — (BASE FLOOD ELEVATIONS DETERMINED)
AND
ZONE AE FLOODWAY (THE FLOODWAY IS THE CHANNEL OF A STREAM PLUS ANY ADJACENT
FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF ENCROACHMENT SO THAT THE 1%
ANNUAL CHANCE FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASES IN FLOOD
HEIGHTS.
*FLOOD STATEMENT DOES NOT GUARANTEE AGAINST LOCALIZED FLOODING.
NOT&S1:
1. SSE PREVIOUS SURVEY BY WHITE—DATIERS FOR BOUNDARY INFORMATION AND/OR CITY
REQUIREMENTS FOR ADDITIONAL RESTRICTIONS IF ANY.
2. THIS SURVEY DOES NOT COMPLY ITIR ALTA/ACSM LAND SURVEY SPRCV7CA7I0NS.
3. THLS SURVEY IS NOT TO BE USED AS THE AS—BUILT OR IMPROVEMENTS WITHOUT THE CONSENT
OF THS SURVEYOR.
4. THIS SURVEY WILL BE NULL AND VOID IF ALTERED DV ANY FORM FROM IT'S ORIGINAL ISSUE.
3. NO VTHJ779S ABOVE OR BELOW GROUND ARE SHOWN ON THIS SURVEY (SSCSPT AS SHOWN).
B. CONTRACTOR SHALL VERIFY BUILDING CLEARS ALL BUILDING LINES SETBACSS, FLOODWAY, AND
EASEA®VTS BEFORE CONSTRUCTION BEGINS.
7. ALL SURVRY INFORMATION PROVIDED BY WHITS—DATERS AND ASSOCIATES INC JOB #11-40OP
DATED SEPT. 14, 2011 AND SHORT FORM POD (DATED 01-00-12 (REV. 03-03-12) SXCSPT FOR I"
FLOOD INFORMATION. THIS MAP WAS CONDUCTED TO UPDATE THE FLOOD MAP ZONES, FLOODWAY,
AND EXISTING BUJZDING AND DOES NOT EXTEND ANY FURTHER THAN AS STATED.
r
REFERENCE MATERIAL:
1. SURVEY BY PAUL M. WHITE, PS 1281, JOB #11-400P, DATED
SEPT. 14, 2011 AND SHORT FORM POD DATED 01-09-12, REV.
03-13-12.
20 30
Scale 1 " = 10'
OF AUTy0�/
GLOBAL SURVEYING : —{
LJ CONSULTANTS. INC. ; p
U NO. 1457 _
-z- ;
Flood Way Update
Michael Love
15924 Cantrell Road (AR Hwy 10)
Part of Section 13, T02N, RI 4W
ALL PLANS, DESIGNS, AND IDEAS SHOWN ON THIS DRAWING ARE THE PROPERTY OF GLOBAL SURVEYING CONSULTANTS, INC., AND SHALL NOT BE USED, DISCLOSED, OR REPRODUCED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF GSC, INC.
+• UnUTY WARNING
48 HOURS
BEFORE YOU DIG
CALL
ARKANSAS ONE CALL
(TOLL FREE)
1 -800 -482 -MM
PRIOR M CONSYRUCnON FOR
UNDERGROUND MW LOCATION
State Surveyors Code:
500 -02N -14W-0-13-230-60-1374
Arkansas
DATE: REVISIONS: NAME:
REVISED BUILDING PER
3/25/16
CITY COMMENTS JSA
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