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Home My WebLink AboutZ-8629-A MapF 5/B' REBAR 91• V gM1 f v F. 5/8' REBAR S 5/8' I PIPE F 5/8' REBAR P4 J� �� /,V,eO �R'•J tC �J Q S 5/8' I PIPE S 5/8' 1 PIPE m W �2'01'11" M TAN=2.44' n RAD=138.38' o L=4.BB' z CL=4.88' CB-N 87-34'07" W 5 5/6�5/8-" IN O 6 1TD s ars4.4s• ¢ 6 B' 0 0 c � W POINT OF BEb9NNING °..E CORNER LOT 1 N SiLAGCS--ALBFRTSONS SUBDIVISION z LOT IT F 5/B' REBAR ! LOT 10 F 1" CRIMP PIPE f S INSTRUMENT it 80-520M T S. MASONRY WW - SUNNYMEADE�ADDITION LOT 9 LOT e LEGEND zQz 10 0 B PROPERTY UNE BUILDING LINE CENTERUNE CURB & GUTTER SIGN POLE LIGHT POLE SANITARY SEW-R MANHOLE TELEPHONE PEOESTAL CRATE INLET FOUND SURVEY MARKER SET 5/8" IRON PIPE 45..10.48's2• TAN-1361W RAD-138.38' L=26.04' r CL=26.CV CB=S 86'01'52' W S 5/6' I PIPE TAN1-13" TAN=21.13' RAD=18B.38' L=42.09' CL=42.GO' CB=N 87'02'27' E 5s S 5/8" 1 PIPE 2 N ON LINE LOT 7 F 1/2' REBAR r � r SA' I pLPE r STANDARD ABSTRACT & TITLE COMPANY, INC 3420 OLD CANTRELL ROAD LITTLE ROCK, AR 72202 5017 664-1300 FILE NO E-09-54B60 EFFECTIVE DATE NOVEMBER 6, 2009, 7 OD AM DATE ISSUED DECEMBER I, 2009. 11 41 AM COMMITMENT FOR TITLE INSURANCE ISSUED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE B-II EXCEPTIONS SCHEDULE B OF THE POUCY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY I DEFECIS. DENS. ENPUMBflAHCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APNEARING IN THE PDSUC REDDRDS OR ATTACHING SO85EDDEN'T Tel THE EFFECTIVE DATE BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT NOT SURVEY RELATED 2 RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC RECORDS NOT SURVEY RELATED 3 EASEMENTS OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLIC RECORDS NONE TO SURVEYORS KNOWLEDGE 4 ANY DMMACHMENT, ENCUMBRANCE, WOLATION. VARIATION, OR ADVERSE CIRCUMSTANCES AFFCCrM THE TITLE THAT BOLTED BE OSCAOSED BY AN ACCURATE AND COMPLETE SURVEY OF THE LAND NONE 5 .ANY LIEN OR RIGHT TO A LIEN, FOR SERVICES, LABOR, OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN IN THE PUSUC RECORDS NOT SURVEY RELATED 6 GENERAL TAXES FOR THE YEAR 2009 WHICH ARE NOT YET DUE AND PAYABLE AND SUBSEQUENT YEARS, AND FUTURE INSTALLMENTS OF THE FOLLOWING SPECIAL IMPROVEMENT DISTRICT(S) WEST MARKHAM STREET WATER DISTRICT NO 60 - 1960 LAST YEAR LEVIED NOT SURVEY RELATED 7 COVEKANTS, CONDITIOHS RESE RVATIONS. RESTRICTIONS AND/OR ASSESSMENTS OWTAWED IN BILL 1, ASSURANCE REDDNDEO AS INSTRUKIIT NO 80-52031. REMMS OF AAILASP COUNTY ARKANSAS (NOTE NO PLAT OF RECORD) 5 MASONRY WALL AS SPECIFIED IN BILL OF ASSURANCE SHOWN ON SURVEY 8 EASEMENT EXECUTED JULY 15, 1975. BY AND BETWEEN DONALD L WARMACK AND MARGARET WARMAEN, HUSBAND AND WIFEHER AND SKAGGS ALTSON'S PROPERTIES, INC, FILED FOR. RECORD OCTODEW 23, 1975. OF RECORD IN BOOK 1359. PAGE 179. RECORDS OF PULAW COUNTY. ARKANSAS (EASEMENT FOR A RETAINING WALL PAVEMENT AND PARKING LOT) SHOWN ON SURVEY 9 EASEMENT EXECUTED JULY 15. i975, BY AND BETWEEN DONALD L WARMACK AND MARGARET ANN WARMACK, HUSBAND AND WIFE AND SKAGGS ALBERTSON'S PROPERTIES, INC, FILED FOR RECORD OCTOBER 23. 1975. OF RECORD IN BOOK 1362. PAGE 363. RECORDS OF PULASKI COUNTY, ARKANSAS (EASEMENT FOR RETAINING WALL, PAVEMENT AND PARKING LOT) SHOWN ON SURVEY 10 POSSIBLE ORDINANCE FILED FOR RECORD JANUARY 24, 2005, AS ORDINANCE NO 19,266 RECORDED AS INSTRUMENT NO 2005006901, RECORDS OF PULASKI COUNTY. ARKANSAS NOT SURVEY RELATED 11 POSSIBLE RESOLUTION FILED FOR RECORD DECEMBER 20. 2004. AS RESOLUTION NO 11824 RECORDED AS INSTRUMENT NO 2004103269. RECORDS OF PULASKI COUNTY, ARKANSAS NOT SURVEY RELATED 12 ANY CONFLICT BETWEEN THE BOUNDARY UNE OF ME SUBJECT PROPERTY AS DISCLOSED BY THE RECORD TITLE AND THE BOUNDARY LINES THEREOF AS ACTUALLY USED AND OCCUPIED SHOWN ON SURVEY LEGAL DESCRIPTION PART OF THE N1/2 SW1/4 Igl/4, $CiWN 2, TOWNSHIP 1 NORTI, RANGE T3 WEST, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MDR[ PARTICULARLY DFSGMD AS FOLLOWS- SEOMMM AT A V.D-RON PIPE AT THE SOVlhEAST CORK OF LOT I, SKAGGS-ALBEIEi5WS %6DIMSION AND SOM0 '28000 FEEL EAST OF THE SOUTHWEST CORNER SAID N1/2 SW1/4 NEI/4; THENCE S 87. 51' 08' E FOR 200.00 FEET, THENCE N 02' 57' 12' E FOR 150.00 FEET TO A 5/8. IRON PIPE, THENCE S 07' 54' 48" E FOR 5800 FEET TO THE BEGINNING OF A CURVE AND A 5/0' IRON PIPE, THENCE ALONG SAID CURVE TURNING TO THE LEFT THROUGH AN ANGLE OF 12' 40' 03 HAVING A RADIUS OF 188.38 FEET AND WHOSE LONG CHORD BEARS N 87' 02' 27' E FOR 42 00 FEET TO A 5/8-IRON PIPE, THENCE N 09' 21' 34" W FOR 5000 FEET TO ME BEGINNING OF A CURVE AND A 5/8' RON PIPE; THENCE ALONG SAID CURVE TURNING TO THE RIGHT THROUGH AN ANGLE OF 10' 46' 52'. HAVING A RADIUS OF 13B 38 FEET, AND WHOSE LONG CHORD BEARS S 86' M' 52' W FOR 26.00 FEET TO THE BEQNIANG OF A CURVE AND A S/E' IRON PIPE, THENCE ALONG SAID T:MIR E TURNING TO ME RIGHT MAGUGH AN ANGLE OF 02' 01' I1'. HAVING A RADIUS OF 138.36 FEET, AND WHOSE LONG CHORD BEARS N ST 34' 07" W FOR 4 88 FEET TO A 5/8" IRON PIPE, THENCE N 87' 54' 48- W FOR 9510 FEET TO A 5/8' IRON PIPE, THENCE N 01' 23' 36' E FOR 96 37 FEET TO A 5/8' IRON PIPE: THENCE N 26' 02' 15" E FOR 106 70 FEET TO A 5/8- IRON PIPE ON THE SOUTHERLY RIGHT OF WAY LINE OF RODNEY PARHAM ROAD: THENCE N 6V 26' 33' W ALONG SAID SOUTHERLY RIGHT OF WAY LINE FOR 1250D FEET TO A 5/8'IRON PIPE AND THE EASTERLY LINE OF SAID LOT 1; THENCE S 39' O6' 27" W FOR 156 39 FEET ALONG SAID EASTERLY LINE TO A 5/8- REBAR. THENCE CONTINUE ALONG SAID EASTERLY LINE S 02' 23' 27' W FOR 32484 FEET TO THE POINT OF BEGINNING, CONTAINING 61,362 SQUARE FEET OR 1 86B ACRES MORE OR LESS FOR THE USE AND BENEFIT OF MEXICO CHIOUITO PROPERTIES, LLC C.J CROPPER MARCUS & MILLICHAP STANDARD ABSTRACT & TITLE COMPANY, INC OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY REV= 0127/2D10 LECAL REM REVISEp 2/IIZT 20LOTRLi 04ADT►l TNT J)� GRAPHIC SCALE x a � n TN FEET ) t i ch = 30 fl 6a2; fJ! Cy � lw TWO RAYL-4 4�V' ,T►FAgO%.L9 10fHAYEM �� ' � g 19' ¢ ITO O APM1DPF RO r +� aoacP+la aR a'S = Y OR S RDOH1EY P M j 2 T108 StjRVfBY w TR OR wLTcr oR � a VICINITY MAP CERTIFICATE MA S TO DERIIEY THAT PA ARWA DE$CR+BCO LANC HA9 BEEN SUHIYYEO THE CNI ERS ARE MARKED A$ $HOLM AND ARE M ACCNMANM WITH fp5TN1G NOIR,NQNR 81 THE MLTNITY O95 ZERi1CA ODN IS TIpTj NAP LMM1W fD THE PAFlWES SROWI HMQN SURVEYOR'S NOTES I THE &FORMAWON AID/DR ELEVATION OF EA1 MC UTAIAES AS S WMI ON THIS PFInLT u' B46E9 ON RCCG1Vi Q Em.r U1X,1TV COPRANgS ILo W& RDSSIRLL 4ffA'A11u1ENIS IHiR T.Kw 4 FrLO dE O/TOWu110N 4 KD, >D IK RELIED OTNL�AS 7R>i1D COMPLETE: w DOHTRAGfpI .1 M 1NE TE YmAv.Toq5* 1.YhCE"FKL9�LOC�A1yOF u1SY> KiOi An 2 BASIS OF BEARINGS ARKANSAS STATE PLANE COORDINATES NORTH ZONE (PAGIS) 3 ME PAWRTY IS NOT SHOWN IN THE 'DO It4A FLOOD PHAM ON THE ELOOO IRSUTARM RATE MAP COWIUNITY PANEL N MMER G5011P OD63 F DATED OUT IA 2001 �: �G1ST$q�•. " • •�A116AHSA5 • ,' ''.0*...... .aNa 500-01N-13W-0-02-130-60-1215 "NT41+I � • �pF AbpyA �Y��9—pie 0 0 LEGEND SITE & GRADING PLAN GENERAL NOTES PROPERTY LINE L THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO - - - - - - - - - - - - - SANITARY SEWER LINE WATER LINE AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WiLL BE HELD GAS LINE SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OVERHEAD ELECTRIC LINE OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. ELECTRIC BOX 2 WARRANTY/DISCLAIMER SIGN POLE THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCE WITH ESTABUSHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN LIGHT POLE FUNCTIONS AND USES INTENDED AT THIS TIME HOWEVER, NEITHER THOMAS ENGINEERING COMPANY, INC, NOR ITS PERSONNEL CAN OR DO ra_ UIFjT POLC & CUV WARRANTY THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY PERSONNEL U SANITARY SEWER MANHOLE INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY BASIS AT THE SITE p0 WATER VALVE 1 SAFETY NOTICE TO CONTRACTOR El WATER METER IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE GO TRACTOR lWU- BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT'MLL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS _ _ _ _ _ STORM DRAIN AS DESCRIBED THE DUTY OF THE ENGINEER OR OWNER TO CONDUCT CONSTRUCTION CURB & GUTTER REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE RENEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY CURB &GUTTER TO BE REMOVED MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE - 4 ALL SLOPES TO BE GRADED TO 1 1 OR FLATTER UNLESS OTHERWISE CURB & GUTTER TO RETAIN INDICATED ON THIS SHEET S. SEE ARCHITECTURAL PLANS FOR DETAILS ON CONCRETE RAMPS AND SIDEWALKS ATTACHED TO BUILDINGS 6 ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BACK FILLED WTH CRUSHED STONE ], ENGINEER'S NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAU11ONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT DR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 40 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTUTIES IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS B FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURES, TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR ROUGH GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE STRUCTURES FOR FINISH GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRETE STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET 9 GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE 10 THE GRADING CONTRACTOR SHALL INSTALL STRAW BALES OR SILT FENCE AROUND ALL DRAINAGE BID ES DURING CONSTRUCTION TO CONTROL EROSION AND SILTATION OF THE SITE 11 REINFORCED CONCRETE PIPE (RCP) SHALL BE GLASS III 12 ALL DIMENSIONS ARE SHOWN TO THE BACK OF CURB Si Ti SPMAC NOS- 1 CONTRACTOR RESPONSIBLE FOR MAINTAINING POSITIVE GRADE WITHIN SITE 2. CONTRACTOR SHALL INFORM OWNER OR ENGINEER OF ANY AREAS WHERE WATER IS PONDING 3 CONTRACTOR SHALL SAW CUT EXISTING ASPHALT WHERE NEW CURB IS GOING TO ABUT. 4. ASPHALT PARKING SHALL BE OVERLAID UPON OWNER'S REQUEST AND DIRECTION NEW LIGHT DUTY PAVEMENT NEW HEAVY DUTY PAVEMENT NEW CONCRETE PAVEMENT I'•' :'.. -T NEW CONCRETE SIDEWALK RETAINING WALL REVIEW SIT GRAPHIC SCALE 4 b IN FEET ) 1 1ncE = 30 iL LITTLE ROCK BOARD OF ADJUSTMENT APPROVED, , `"'•` .. .' iWRKnKnN �s 'i �'°�IA�r�r-� o ; SUBJECT i ",.; f"IE CONDITIONS IONS REGISTERED T �r AS NOTED !N Thin t %riiiL` JLS I �� I � = PROFESSIONAL ENGINEER g> o MINUTE RECORD DATED Vo` N0.11643 ��,"{ .•W1%J ��:. BY: �-- •1,.1 SITE DATE; __-- / THOMAS TI CHOW MI 9'bZ(—/f ALL PRECAUTIONS NECESSARY TO NT PROPERTIES DURING THE -- IECT. THE CONTRACTOR WILL BE HELD 3E5 TO THE ADJACENT PROPERTIES �N PHASES OF THIS PROJECT 'LANS ARE IN ACCORDANCE 'MTH NEERING FOR THE DESIGN IS TIME HOWEVER, NEITHER NOR ITS PERSONNEL CAN OR DO AS CONSTRUCTED EXCEPT IN THE EERING COMPANY PERSONNEL CONSTRUCTION ON A _PTED CONSTRUCTION PRACTICES, 1 COMPLETELY RESPONSIBLE FOR JG SAFETY OF ALL PERSONS AND NE WORK THIS REQUIREMENT WILL IITED TO NORMAL WORKING HOURS e TO CONDUCT CONSTRUCTION '.MANCE 15 NOT INTENDED TO THE CONTRACTOR'S SAFETY ,TRUCTION SITE FLATTER UNLESS OTHERWISE .5 ON CONCRETE RAMPS AND NES UNDER THE PAVEMENT SHALL BE BACK FILLED ITIONED THAT THE LOCATION ES AS SHOWN ON THESE PLANS 15 UTILITY COMPANIES AND, WHERE HE FIELD THE INFORMATION IS NOT COMPLETE. THE CONTRACTOR MUST ,NY AT LEAST 48 HOURS BEFORE ANY LOCATIONS OF UTILITIES IT SHALL ACTOR TO RELOCATE ALL EXISTING iOPOSED IMPROVEMENTS SHOWN ,TED ALONG TOP OF COMPLETED GUTTER LINE OF CURB, UNLESS iING. CONTRACTOR SHALL ALLOW TE STRUCTURES FOR FINISH L TOPSOIL AND CONCRETE JDICATED ON THIS SHEET AT MINIMUM IR SLOPE ALL STRAW BALES OR SILT FENCE AROUND ALL )N TO CONTROL EROSION AND LLL BE CLASS III TACK OF CURB. 'AINING POSITIVE GRADE WITHIN R ENGINEER OF ANY AREAS G ASPHALT WHERE NEW CURB ) UPON OWNERS REQUEST AND LEGEND PROPERTY LINE - - SANITARY SEWER LINE - - - - - - - - - WATER LINE -- - - GAS LINE -- --- OVERHEAD ELECTRIC LINE - -alm- ELECTRIC BOX �. SIGN POLE LIGHT POLE UTILITY POLE & GUY U SANITARY SEWER MANHOLE pO WATER VALVE IB WATER METER STORM DRAIN AS DESCRIBED CURB & GUTTER CURB & CLFTER Itl BE REMOVED CURB & GUTTER TO RETAIN NEW LIGHT DUTY PAVEMENT NEW HEAVY DUTY PAVEMENT NEW CONCRETE PAVEMENT NEW CONCRETE SIDEWALK RETAINING WALL GRAPHIC SCALE ( IN FELT ) I inch = 30 fG NAa��ryr 4 REGISTERED 4 TFk:AiAH y8 PROFESSIONAL gpyq ENGINEER s •� O� No 11643ap � cr. yYy ...R,..46'd 2.8 C z� -,f PANT OF DEOINNING 5E O SRLERTTISUBDIVISION LOT I1 F 5/8" REBAR \ I LOT 10 F 5/8' REBAR �'t v 1F ZOO. 5 4 F 5/8' REBAR S 5/8" I PIPE F 5/8' REBAR /2�� S 5/8' 1 PIPE °d c n 0 ry� 1 PIPE 1� rn W �2 01'11 m TAN=2.44' N RAD=138 38' o La4.B8, CL=4.88' Z CB-N 8734'07' W S 5/9I PIPE S 5/8' 1 PIPE 4' PAD ID LEGEND O 0 PROPERTY UNE BUILDING LINE CENTERUNE CURB & GUTTER SIGN -DUE LIGHT POLE SANITARY SEWER MANHOLE TELEPHONE PEDESTAL GRATE INLET FOUND SURVEY MARKER SET 5/8- IRON PIPE [--10.46'52' TAN=13.06' RAD=138.30' L=26.O,v CL=26.00' CB=S 86'01'52• W s r• • �/S' � 6 WOC lENCE 5 5J6" P S $75+'4W E 58.00' 0 BS EASYaAR 6 8' S 5/8" I PIPE h=1 Y48'03" TAN-21.13' RAD=188.38' L-42.09' CL=42.DO' 'oo CB=N 87'02'27' E O O N jF 1/2" REBAR i � W i� N 2 INSTRUMENT 9 80-52035 53 6' MASONRV NA1y I' CRIMP PIPE $ $7"S1'D$• E S 5/8" 1 PIPE 2 N ON LINE 200.DO' SUNNYMEADE ADDITION LOT 9 LOT 8 LOT 7 STANDARD ABSTRACT & TITLE COMPANY, ING 3420 OLD CANTRELL ROAD LITTLE ROCK, AR 72202 501-564-1300 FILE NO E-09-54860 EFFECTIVE DATE NOVEMBER 5, 2009, 7 OD AM DATE ISSUED DECEMBER 1, 2009, 11 41 AM COMMITMENT FOR TITLE INSURANCE ISSUED BY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SCHEDULE 8-11 EXCEPTIONS SCHEDULE B OF THE POUCY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY 1 DETECTS. LIENS, LIIG/1TBRA2TTCE3. A7{ER.96 OLAPIS OR GilIE71' MATTE%/.. IF ANY, CREATED, FIRST APPEARwC IN TILE FAIMLIC RECDR04 OR RITALINNG SUOSEOMENT ID S11ic EFFECTIVE DATE BUT PRIOR TO THE DATE 1NE PROPOSED NUM AtOONRES FOR VALIJF K RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT NOT SURVEY RELATED 2 RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY ME PUBLIC RECORDS NOT SURVEY RELATED 3 EASEMENTS OR CLAIMS OF EASEMENTS, NOT SHOWN BY THE PUBLIC RECORDS NONE TO SURVEYORS KNOWLEDGE 4 ANY EIICRDACHMENT, ENCUMBRANCE. VIOLATN)N, VARIA DON, IM WIF RSE CIRCUMSTANCES AFMCTNIO THE TIME THAT WOULD BE plTi""41) BY AN .ACCURATE AND COMPLETE SURVEY OF THE LAND NONE 5 .ANY LIEN OR RIGHT TO A LIEN, FOR SERVICES, LABOR. OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN IN THE PUBUC RECORDS NOT SURVEY RELATED 6 GENERAL TAXES FOR THE YEAR 2009 WHICH ARE NOT YET DUE AND PAYABLE AND SUBSEQUENT YEARS, AND FUTURE INSTALLMENTS OF THE FOLLOWWG SPECIAL IMPROVEMENT OISTRICT(S) WEST MARKHAM STREET WATER DISTRICT NO 60 - 1960 LAST YEAR LEVIED N01 SURVEY RELATED 7 COVENANTS, CONDITIONS, RESERVATIONS, REST" ICTICNS AMO/OR ASSESSMENTS CONTAINED IN BRL OF ASSURANCE RECORDED AS INSTRUMENT NO 80-5 20 "COM OF PULA,W(I COUNTY ARKANSAS (NOTE NO PLAT OF RECORD) 5 MASONRY WALL AS SPECIFIED IN BILL OF ASSURANCE SHOWN ON SURVEY B EASEMENT EXECUTED JULY 15. 1975. BY AND BETWEEN DONALD L WARMACK AND MARGARET WARMAM' HUSBAND AND WIFE AND SKAGGS ALBERTSON'S PROPERTIES . INC, FILED FOR RECORD OCFO$M 23, 1975. OF RECORD IN BOOK 1359, PACE 179. RECORDS OF PULASKI COUR". ARKANSAS (EASEMENT FOR A RETAINING WALL PAVEMENT AND PARKING LOT) SHOWN ON SURVEY 9 EASEMENT EXECUTED JULY 15, 1975. BY AND BETWEEN DONALD L WARMACK AND MARGARET ANN WARMACK, HUSBAND AND WIFE AND'AAGGS ALBERTSOTFS PROPERTIES, INC, FILED FOR RECORD OCTOOER 23. 1975. OF RECORD IN BOOK 1362. PAGE 363. RECORDS OF PULASKI COUNTY, ARKANSAS (EASEMENT FOR RETAINING WALL PAVEMENT AND PARKING LOT) SHOWN ON SURVEY 10 POSSIBLE ORDINANCE FILED FOR RECORD JANUARY 24, 2005. AS ORDINANCE NO 19.256 RECORDED AS INSTRUMENT NO 2005006901. RECORDS OF PULASKI COUNTY, ARKANSAS NOT SURVEY RELATED 11 POSSIBLE RESOLUTION FILED FOR RECORD DECEMBER 20. 2004. AS RESOLUTION NO 11B24 RECORDED AS INSTRUMENT NO 2004103269, RECORDS OF PULASKI COUNTY, ARKANSAS NOT SURVEY RELATED 12 ANY CONFLICT BETWEEN ME BOUNDARY ONE OF THE SUBJECT PROPERTY AS DISCLOSED BY THE RECORD TITLE AND THE BOUNDARY LINES THEREOF AS ACTUALLY USED AND OCCUPIED SHOWN ON SURVEY LEGAL DESCRIPTION PART OF THE NI/2 SWI/4 NEl/4. SECTION 2. IWM* P 1 MOM, RANGE 13 WEST, UTTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PAR11OULA1RIY OFU"EO AS FOLLOWS - BEOI/nKKC AT ROh PIPE AT THE Sp1THEA5T COAfrtR OF LOT I, SKA=-ALB A ] • SiUBDIVISION AND BEMO MAD FEET EAST OF THE SOUTHWEST CORNER SAID N1/2 SM/4 NE1/4: THENCE S 87' 51' 007 E FOR 20000 FEET, THENCE N 02' 57' 12' E FOR 150.60 FEET 10 A 5/8" IRON PIPE, THENCE S 37' 54' 48- E FOR 58 DO FEET TO THE BEGINNING OF A CURVE AND A 5/8- RON PIPE, THENCE ALONG SAID CURVE TURNING TO THE LEFT MROUGH AN ANGLE OF 1P 49' 03 HAVING A RADIUS OF 18838 FEET AND WHOSE LONG CHORD BEARS N ST 02' 27- E FOR 42 00 FEET TO A 5/8' IRON PIPE, THENCE N 09' 21' 34' W FOR 50 00 FEET TO THE BEGINNING OF A CURVE AND A 5/8• IRON PIPE; THENCE AWNG SAID CURVE TURNING TO ME RIGHT THROUGH AN ANGLE OF ICY 46' 52'. HAVING A RADIUS OF 138.38 FEET, AND WHOSE LONG CHORD BEARS S B6' 01' 52' W FOR 26.00 FEET TO THE BEGINNING OF A CURVE AND A 5/8- IRON PIPE, THENCE ALONG SAID CURVE TURNING TO THE RIGHT THROUGH AN ANGLE OF OV OI' 11". HAVING A RADIUS OF 138.38 FEET, AND WHOSE LONG CHORD BEARS N BT 34' 07' W FOR 4 BE FEET TO A 5/8" IRON PIPE. THENCE N 87' 54' 48' W FOR 9510 FEET TO A 5/0• IRON PIPE, THENCE N DI' 23' 36' E FOR 9637 FEET TO A 51W IRON PIPE; THENCE N 26' 02' 15' E FOR 106 70 FEET TO A 5/0' RON PIPE ON THE SOUTHERLY RIGHT OF WAY LINE OF ROO NEY PARHAM ROAD: THENCE N 61 26' 33- W ALONG SAID SOUTHERLY RIGHT OF WAY LINE FOR 125 80 FEET M A 5/8' IRON PIPE AND THE EASTERLY LINE OF SAID LOT l; THENCE S 39, 06' 27" W FOR 156 39 FEET ALONG SAID EASTERLY LINE TO A 5/8' REBAR. THENCE CONTINUE ALONG SAID EASTERLY UNE S OT 2S 27' W FOR 32484 FEET TO THE POINT OF BEGINNING. CONTAINING 81.362 SQUARE FEET OR 1 B68 ACRES MORE OR LESS FOR THE USE AND BENEFIT OF MEXICO CHIOU ITO PROPERTIES, U-C GJ CROPPER MARCUS & MILLICHAP STANDARD ABSTRACT & TITLE COMPANY, INC OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY REVISED 91 /2010 LEGAL REVISED 01 $! 20f0 USE & BENEFIT REVISE; 12/�T TIRE COMMITKNT GRAPHIC SCALE l inN FEET ) cL = 30 IL 9 w CA �E cR yy CI. g J x �f a CV • T" RD 0 KA11.ML III!` �FAIRIRLS C "YIN�RLVIOOL �EASTSVOa I � 1 _ r� f AO 1JIAIIRR TI LA%EI-F-I ' T •' RO APACI 10 1* Vmcrc OOAP OR 0 L r DA + 5 MDP ' TE1s SURVEY RACY OR 1 Q VICINITY MAP CERTIFICATE RIN^> 15 10 CERRI: MAT THT ABOVE DESCIbOEO IAK'' HAS BEEN ACCOIIDAHCECE WI � MOMENTS IN THE ANDNLIHITY TIPS CEa P,,C& ,W 1S EOx ANO LIMITED 10 IMF PA TKS SMIORM KMON SIIRYE WS NOTES TIE IMO?-DOO AROFTAL E1J:.W DF t%61W0 U1R111E; AS STI4EFI ON MIS flFnl'Y rs 6.SW d1 RCOD1Os a a$1FAC VTLITY CgpA2gs ANp WKFJTZ P7tT16LG AIU9J F CNIs WFRR6 rA11iN IN Mr. F7 . WE MITkuA11W LS f101 N % RDU6D t11 u BERIK► 01)1MLLIC INEa�CONDIACIoR NU6T cMUL 1NE ar'�°RAI1S0.�1 L1TA[r �SJi0OA11pN01U11ESA.ME 00"ORC AN1 2 BADS OF BEARINGS ARKANSAS STALE PLANE COORDINATES NORTH ZONE (PACIS) } ICE NNSURAME FAWOW IS MOT SND- IN ME [BID " FLOOD PLAN N& RATE MAP PANEL 49MIWR 0501111 QU3F ODUl? D DCT 1S 2W1 ,.¢��ISTE RLbA 4 ' S'FATC•No. mis Ga'• y Acw t C7G 500-01N-13W-0-02-130-60-1215 TTIIIITT T0F AU,-"-,, ' 0 T14w.e cA