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LEGEND
0 = FOUND MONUMENT (AS NOTED)
= COMPUTED CORNER
= Set Monument by White—Datem
EFF = Existing Finished Floor Elevation
BFE = Base Flood Elevation
Use Symbols As Applicable
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 CITY 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 NORTH LINE OF STATE
HIGHWAY #10; THENCE N73'09'00"W, ALONG THE NORTH LINE OF SAID HIGHWAY #10, A DISTANCE OF 80
FT.; THENCE NO1'40'18"E, 210 FT.; THENCE S72'23'16"E, 79.91 FT. TO A POINT ON THE EAST LINE OF
SAID SE1/4 SW1/4 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 501'34'10"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 SO. 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.
W
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Q 1 EE PREVIOUS SURVEY BY WHITE-DATERS FOR BOUNDARY INFORMATION AND/OR CITY
W REQUJR"ANTS FOR ADDITIONAL RESTRICTIONS IF ANY.
2. THIS SURVEY DOES NOT COMPLY WITH ALTA/ACSM LAND SURVEY SPECIFICATIONS.
S. THIS SURVEY IS NOT TO BE USED AS THE AS -BUILT OR IMPROVEMENTS WITHOUT THE CONSENT
�Cl) THE SURVEYOR.
w 4. 4. THIS SURVEY WILL BE NULL AND VOID IF ALTERED DV ANY FORM FROM ITS ORIGINAL ISSUE,
U 5. NO U7ILI27ES ABOVE OR BELOW GROUND ARE SHOWN ON THIS SURVEY (EXCEPT AS SHOWN).
B. CONTRACTOR SHALL VERIFY BUILDING CLEARS ALL BUILDING LINES, SETBACKS, FLOODWAY, AND
U EASEMENTS BEFORE CONSTRUCTION BEGINS.
7. ALL SURVEY LVFORM477-ON PROVIDED BY WHITE-DATERS AND ASSOCIATES, JNC JOB /11-400P
DATED SEPT. 14, 2011 AND SHORT FORM POD (DATED 01-08-12 (REV. 03-09-12) EXCEPT FOR THE
FLOOD INFORMATION. THIS MAP WAS CONDUCTED TO UPDATE TBE FLOOD MAP ZONES, )LOODWAY,
AND EXISTING BUILDING AND DOES NOT EXTEND ANY FURTHER THAN AS STATED.
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.
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GPS of ...
GLOBAL SURVEYING E —T
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CONSULTANTS, INC.; p
NO. 1457
/P'rgtiSA S-SURJ��O
30
** UTILITY WARNING **
JB HOURS
aEFCRE YOU DIG
CALL:
ARKANSAS ONE CALL
(TOLL FREE)
1-soo-4B2-8996
PRIOR To CONSiRUCnON FOR
UNDERGROUND UnuTY LOCAnON
State Surveyors Code:
500 -02N -14W-0-13-230-60-1374
Flood Way Update
Michael Love
15924 Cantrell Road (AR Hwy 10)
Part of Section 131 T02N, RI 4W
City of Little Rock, Pulaski County, Arkansas
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.
(7ATE. REVISIONS: NAME:
3/25/16 CITY ED COMMENTS BUILDING PER JSA