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Z-3812-B Map 2THE --- MEHLBURGER FIRM Arcp11.c1.-11{ W..r.-Surn�on 201 South Bora 0 little Rocl.. AR 72201 0 DSGN DR CHK APVD NO. I DATE 2 1 ' 1 4 1 CONCRTE IRON PIN PARKING BUILDING FOUND LOT IRON PIN DUMPSTER FOUND -\3. l — J 22 S C S m CD 15' UTI 1 SI fU N (G ) , rn � SIGN z CONCRETE PARKING EASEMENT CUR o INLE o IRON PIN UNDERGROUND I GRATE GRATES Ul i FOUND b 0 CABLE SIGN m I a 20' UTILITY Ln 11 PA E S AC S N In EASEMENT N CURB INLET Ln o 69 30 15 0 30 60 SCALE, 1'=30' 01 A W OD FENCE x 15' UTILITY Lr) U EASEMENT 1 iv mWATER ' ' 70'. o :. .:.... BO _LAR m � METERS to U En � o SPRINKLER 10500 W. MARKHAM ••;. �/ @ MANHOLE SEWER � VALVE 1 -STORY BRICK s $ W TER NHOLE U m O V LVE m B EVER 21• P C. I. I No{e: Cti.b Cas SET 5/8" REBAR m :. r7 W 1t be rade o . s. h ri � ` m N (� overhead +o TE w gAYA9C aloor5 r LVE N w Q SPRINKLER } LgMP VALVE U Q \ I U POST �/ EL n m 70 cl. s.x , z ---�- �w - �. TER o CERTTF7CATE w CONCRETE o ', a 2. t LVE L„ _d PAD < 2 O LJ THE UNDERSIGNED, A REGISTERED PUBLIC SURVEYOR HEREBY CERTIFIES THAT: (A) THIS by .: �— & SET 5/8" R E BAR > SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND CORRECT AND p (ELEC.) ti ECTRIC p PREPARED FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE REAL PROPERTY SHOWN GRATE--❑ ` �• TERS HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR UNDER HIS WATER , ' •. y U) SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THE LOCATION, L-1 c VALVE J' .; CONCRETE w SIZE AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) THAT THE PROPERTY z m w by w Lr)PAD U DESCRIPTION AND PLAT SHOWN HEREON IS APART OF AND WHOLLY CONTAINED WITHIN THE w I GAS & z _ LAMP -�— : ;, . Z (ELEC.) PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN SURVEY PREPARED BY ME ON lulu U w POSTS — _ 26 - 19-40_ AND THAT THERE ARE NO OVERLAPS OF OR GAPS FROM THE COMMON '- METERS IC z : _`a— cn 2 z, , ATER BOUNDARIES AS SHOWN AND DESCRIBED THEREON; (E) EXCEPT AS SHOWN HEREON, THERE < -- -- C� A V W ARE NO ENCROACHMENTS ON TO THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE = o_ —or— Z LVE NO IMPROVEMENTS ON THE PROPERTY, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF C Y STORAGE n !_\ C/) • p WAYS ON THE PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES M -_ _J �* AREA OR BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS Q �J U. < ARE AS SHOWN HEREON PROPERTY LINES THE DISTANCES INDICATED; (G) THE DISTANCE m FROM THE NEAREST INTERSECTING STREET OR ROAD IS AS SHOWN; SIGN `� 0 (I� fFiE PROPERTY HAS U) in F– ACCESS TO AND FROM A PUBLIC ROADWAY; (1) ALL RECORDED EASEMENT'S HAVE BEEN 196 `0'Q CORRECTLY PLATTED THEREON; (J) THE BOUNDARIES, DIMENSIONS, AND OTHER DETAILS (0 ' N V ATER 20' UTILITY Z SHOWN HERE ARE TRUE AND CORRECT, .- •.:. LAMP WATER LAMP U r LVE EASEMENT GRATE POST VALVE POST r7a FOR THE USE AND BENEFIT OF BEACH ABSTRACT & GUARANTY COMPANY cf)1 BOL RD CHICAGO TITLE INSURANCE COMPANY, FINANCIAL CENTRE CORPORATION, JOHN D. LAMP CONCRETE PARKING BOLLAR .a. 34 18• IRON PIN MCCRACKEN, JOHN D. MCCRACKEN FAMILY LIMITED PARTWERSMP, THEODORE C. SKOKOS. POST 25' BUILDING LINE �1�TER ' FOUND SET "X" I N —` —• CONCRETEyAl vF BY SIGN : ms`s. A � 0 SIGN EASEMENT 2'� REGISTERED PROFESSIONAL LAND SURVEYOR �• .k _ STATE OP ARKANSAS NO. 1O V 5 VAULT SET "X IN T IRON PIN FOUND CONCRETE- J 0.24' SOUTH & 0.51' EAST ,••�`'igT��":'•,, 15' WATER LINE TRAFFIC SIGNAL- SET 5/8" REBAR `�`�''•�• EASEMENT BOX •r•STATE OP 0. WEST MARKHAM STREET (80' R/W) D PROPERTY DESCRIPTION /dl� •••'�LEN•..•'0 LOT 2R BIXLER COMMERCIAL SUBDIVISION PLAT BOOK D, PAGE 709 G3QM�3Q OO (� DD OO GG'MCi]Q[n14� wEaaoFv SCALE. THE PLANS AND SPECIFICATIONS INCORPORATED BAR IS ONE INCH ON BOUNDARY SURVEY BOUNDARY SURVEY SHEET ORIGINAL DRAWING. HEREIN, AS A PRODUCT OF DESIGN SERVICES, LOT 2R BIXLER DWG IS THE PROPERTY OF THE MEHLBURGER FIRM 0 � 1" A.T. & T. PLAZA NO. AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON COMMERCIAL SUBDIVISION DATE 7-26-96 WITHOUT EXPRESS WRITTEN PERMISSION- THIS SHEET, ADJUST LITTLE ROCK, ARKANSAS LITTLE ROCK ARKANSAS REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. PROJ296-188 NO.