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Home My WebLink AboutZ-7500-F Map 1ry NOTE: PIPESTEM PORTION OF LOT 2, LOWE ADDITION REMOVED WITH THIS NEW LEGAL DESCRIPTION, CENTERLINE ISOM CREEK BASIS OF BEARING IS THE :ts�s - • =' - SOUTH LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, T-2-N,R-13-W. _ w bv CD Pi CD �®®e®osaoSoToon®oo�®' v z �� Rib �� o STATE OF o b ARKANSAS o PC NO. 1453 o C) ? o CT'I 00 SIGNATURE a tp 13Vt f0000 DIGITAL SEA ®' 9100 ptI0 ®��® NOTE: PARKING LOT LIES OVER THE REAR LOT LINE AS SHOWN. CHISELED "X" kRROW SURVEYING RO. BOX 13087 MAUMELLE, AR 72113 PH:(501)993-0490 BLAKEQARROWSURV,COM 121-3' DATE: 10 FEB 15 DWG BY: BJB CHECKED: BJB FW BY: BB SCALE: 1" = 100' JOB # 15111 11T REBAR SW CORNER SW 114 SE 114 SECTION 18 SE CORNER LOT 2, LOWE ADDITION FLOODWAY A SURVEY OF: PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION FOR: REES DEVELOPMENT IE LEGEND 0 FOUND PIN (AS NOTED) SET" CAPPED REBAR DENOTES FENCE (AS NOTED) DENOTES FLOWLINE - E - DENOTES OVERHEAD LINES - S -DENOTES SANITARY SEWER - DENOTES EASEMENT - DENOTES BOUNDARY LY�L 0 SANITARY MANHOLE N WATER METER ® PHONE PEDESTAL 0 UTILITY POLE DENOTES ASPHALT tie DENOTES CONCRETE DENOTES FLOODWAY 100 0 100 200 300 SCALE 1 If =100' CI nnr) r`I AI ICE: ACCORDING TO THE FLOOD INSURANCE RATE MAP OF LITTLE ROCK, PANEL NUMBER 050181 0041 F, DATED OCT 19, 2001, THIS PROPERTY LIES WITHIN THE FLOODWAY, ZONES AE, AND X. LEGAL DESCRIPTION PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE �9r ADDITION TO THE CITY OF LITTLE ROCK AS SHOWN AS INSTRUMENT NUMBER 2009050256, RECORDS OF PULASKI COUNTY, ARKANSAS. SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, SAID POINT ALSO PLATTED ° AS THE SOUTHEAST CORNER OF LOT 2, LOWE ADDITION; THENCE ALONG THE BOUNDARY OF LOT 2, LOWE ADDITION tr N8746'36'W 331.51 FEET; THENCE N01°4Z49'E 725.38 FEET; THENCE S53°47'27"E 377.62 FEET; THENCE LEAVING THE BOUNDARY OF SAID LOT 2 S88"17'30"E 20.00 FEET; THENCE o N01 "4Z30"E 70.77 FEET; THENCE S67"58'59'E 115.12 FEET; THENCE N88°00'00"E 170.00 FEET; THENCE S84°00'00"E 134.00 FEET; THENCE S47"00'00"E 191.00 FEET; THENCE S11 "16'35"E 135.40 FEET; THENCE S35"5Z43"W 176.06 FEET; THENCE S66°37'42"W 178.89 FEET; THENCE N88"39'29"W 112.87 FEET; THENCE S19"34'06'E 52.84 FEET; THENCE N88°2628"W 225.34 FEET TO THE POINT OF BEGINNING. SAID PROPERTY CONTAINS 10.67 ACRES, MORE OR LESS NOTES 1) A TITLE SEARCH WAS NOT CONDUCTED BY THIS SURVEYOR, ALL DOCUMENTS ARE PROVIDED BY THE CLIENT AND/OR CLIENTS AND IS SUBJECT TO RECORDED AND/OR UNRECORDED EASEMENTS, ROAD RIGHTS OF WAY, COVENANTS, BUILDING SET BACK LINES, SUBDIVISION RESTRICTIONS, ZONING OR OTHER LAND USE REGULATIONS AND OTHER FACTS PROVIDED BY AN ACCURATE AND CURRENT TITLE SEARCH MAY ENCLOSE 2) ALL UTILITIES SHOWN HEREON ARE LOCATED BY ABOVE GROUND FACILITIES AND/OR DEEDED RECORD. BEFORE EXCAVATION, THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED FOR EXACT LOCATION. 3) IT IS MY PROFESSIONAL OPINION THAT THIS PLAT REPRESENTS A SURVEY CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION. ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE, AND MATERIAL ARE CORRECTLY SHOWN. THIS SURVEY IS IN ACCORDANCE TO ARKANSAS MINIMUM STANDARDS SET FORTH BY THE ARKANSAS GEOLOGICAL COMMISSION LAND SURVEY DIVISION. DATE BLAKE J. BUTLER ,L GRAPHIC SCALE IN FEET V 1 44' � \ RIP • APRON ON •. FLTER FABRIC • ,. L -. `-TP281.5`t L \ `. ALL \� 2 TP 283.50 SANITA_ ti • 1 � I'` ��_ EASEME i *� ��`� TP284.50 RETAINI G'WALL \.� `4L \, --`-----� `----------_ ---g`_�-s ., AN AVE GE-�^`L� TP 284.50 HEIGHT _ . I i ♦ - 2 _ - - - - Y== • \ I ,DTP 285.00-:i ," TP 297.00 6 �\� TP290.00 S` - • �F�t'DflYG'FLUCyry `-� - 3__ r - �2 N. TP 291.00 TP 289.00 Y� ~Y`; OIL •• !)50\0 �\ ti ;L \ .• TP 291.00 ::s s"'• TP 291.00 \ t ~; TP 296.00 go" LP �N,TP 296.50 \ LX, f \ �i, 1 � rrrAr �i '� r 1 !; • _ :�• •.i' � �L\ �L , I T �\ \\\ �._._� �'�- E .�•') `Y' ^ �z J � " ! Nfl - � IRA t �"1 I.•, � � •rr'-{� p'4 � f _ - ` 1 � 1 � T 1 L 1 ,\ ,1 \\ _ �. 'ti III r I'^'-�'--i •� •'- 7�F '\ti :•! �` �,\ � � 'I TP 296.0 r TP 299.00 m AI --� • `' NEW L A BUILDING `\��, ,C �^ L• ' } F.F.E.' 303.00 :.TP 297.50 ?j' ,}.'�- TP 299.00 i TP 302.00 \ TP 302.50 1 i �` {�= _ i ,�TP 298.00 ' `-- TP 305.50 ... •... _ .. TP 303.00 \ - TP 303.00 - TP306,00 INLET 4 . F% W/RIP RAP APRON ON FILTER FABRIC Arkansas One Call G Know whafs be I OW, Cal I before you dig. TP 299.50 TP: s,\TP 300.00 1 TP 299.00 A RETAINING WALL DESIGN, INSPECTION, AND CERTIFICATION BY OTHERS THE DESIGN, INSPECTION, AMC CERTIFICATION OF ANY RETAINING WALL SHOWN OR RFFRENCED HEREIN, INGUOING BUT NOT LIMITED TO. SEGMENTAL RETAINING WALLS. MASS GRAVITY WALL$ DABGN WALLS, ETC, GREATER THAR FORTY-EIGHT INCHES IN HEIGHT, SHALL BE BY OTHER. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SMALL BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. THE OWNER/COMPACTOR SMALL BE SOLELY RESPONSIBLE FOR OBTAINING AND PROVIDING SEPARATE AND DDEPENDENT RETAINING WALL DESIGNS, INSPECTIONS. AND CERTIFICATIONS BY A REGBII SIEPROFESSIONAL ENGINEER OTHER THAN MATCHTULL THIS SNAIL ALSD APPLY TO ANY ASSOCIATED MIT NECESSARY PUBLIC SAFETY DEVICES INCLUDING, BUT NOT LIMITED TO, PEDESTRIAN SAFETY RAPS co LEGEND (EXISTING SYMBOLS) sn+Rals FOUND HIGH PIN LIBEIB?BK �__��-------- ->;E LIGHT POLE- Ik POWER POLE cum m TSEPHRIE PEDESTAL _----__--- --- _;�,;,-_____ 19 W PEDESTAL DIEDYEDIAIE COYTOIY O MANHOLE ____--------_,Y---- DDEIG CONTOUR e SANITARY SEWER QEANCOT GAS METER SANITARY SEVER LINE NE m GAS VALVE �r GAS LDE .-.-- SIGN SEWER PEE -r---• COWL GP LINE WARR LCMIWY SUE k 7YPE7 CA WATER VALVE�,Ne----•¢e- tY FM HYDRANT ASSEMBLY IYDERVIDAC ODEWNCE CS7 AIR RELEASE VALVE LIE EWCOGUfS nEDD+BG A FIRE DEPARTMENT CONNECTION ee �_..}__�n• F O WATER METER OVERHEAD FIECIRIC SPRDOIER REM --�a---/DA- o ELECTRIC PEDESTAL 11110F>lGlOIAN R3iV51Oi {� • ,91 fl GRATED INLET awYRAO tELEVLSION ""---""!_ - - CHAIN LINK FENCE 11111 DROP INLET WOOD FENDS L'w,i TIES n FYBN OPTIC TREE TO BE I-C ED RIGR 6 WAY ice•_,-�`aa ROAD CENTBLK LEGEND (CONSTRUC) • SEAT BBRON PIN Faa&r T- LIGHT POLE TR POWER POLE CURB M TELEPHONE PEDESTAL. ,. N TV PEDESTAL INTERMEDIATE COUraN � MA.1GE +an INDEX CONTOU R SAIRTARY SEWER 11EARODT n GAS METER SANITARY SEATER LINE N• GAS VALVE 0 SIM SEWER PIPE GAS UNff STRICTURE NUMBER WATER LINE V WATER VALVE w 1-N- T^ LYE fivmt AS$.TIILY UNDERGROUND TELEPHONE B AM RELEASE VALVE pie -,-I A THE LTFPMDENq COMMMRON VQR"m EUCIRIC WATER METER B BACK FLOW PEVBM UYERHEAD ELECTRIC n • RMLKER FMM OPTIC W(CTPAIG" DIDP BUT. DIED "T"DON ERGR DDOUD TELE 11DH eeT. W m F� - Sao ,• •- OVERHFAD TELEVISION �. CIRO" DROP INLET, GRAIM NU OR &MICRON CHAIN TIN( IBM BDI (SPECIFY ON PLAN SNEER WOOD FENCE RMYD TORE FENCE BUILDING SET BACK NIGHT OF WAY PROPERTY LINE ROAD TENIERI E GRADING PIANN SPOT LTEVAT71riS -FG FINIsxED GRADE �1W TOP WALL -BW BUTTON WALL E FLOW LINE TC TOP CURB C CUTTER SW SIDEWALK -1P TOP PAVEMENT AEA+ EXISHDNG GRADE JIGRADING AND DRAINAGE NOTES 1. THE DESIGN, INSPECTION, AND CERTIFICATION OF ANY RETAINING WALL 910" OR CONDITIONS AS OUTLINED IN THE GENERA. NPOES PERMIT AND TIE SWPPP FOR REFERENCED HEREIN, INCLUDING BUT NOT UNITED TD, SEGMENTAL RETAINING WAILS, MASS GRAVITY WALLS, GIBION WALS, ETC, GREATER THAN FORTY-EIGHT INCHES IN IN. IGHT, MDRMWATER DISCHARGE ASSOCIATED W[TU CONSTRUCTION ACTIVITIES 11. ALL UNSIRFAQD AREAS D157URBED BY OWING OPERATION SMALL RECEIVE 4 INDIES OF SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL BE FOR COCDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. TOPSOIL TO FINAL GRADE REFER TO TIE LANDSCAPE PLAN 12, TOPOGRAPHIC INFOR ATIW TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS P. THE OWNER/CONTRACTOR SMALL BE MILDLY RE.SPONSIO E FOR OBTAINING AND PROVIDING IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON PLANS, CONTACT EEPARATE AND INOEPENDBVT RETAINING WALL DESIGNS INSPECTIONS, AND CERTIFICATIONS BY A EEGISTEIID PRGESSION& ENGINEER OTHER THAN CRAION TOLL ANNE STALL ALSO ENGINEER DNMEDIATELY. 11 THE CONTRACTOR SOUL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL APPLY TO ANY ASSOCIATED AND NECESSARY PUBIC SAFETY DEVICES INCLUDING BUT NOT NATURAL AND PAVED AREA B THROUGHOUT ALL PHASES OF CONSTRUCTION. UNITED ED. PEDESTRIAN SAFETY RAILS 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EMT LOCATIONS AND 1 THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS DIMENSIONS OF VESTIBULES SLOPE PAWL SICXENALKS, EXIT PORCHES. TRUCK DOCGS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WKEI E POSSIBF. PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. MEASIREMDIES TANK IN THE FEND THE INFORMATION IS NOT TO BE REM W AS BEING EXACT OR COMPETE THE CONTRACTOR MUST CONTACT ME APPROPRIATE UTILITY 15. THE EARTHWORM FOR ALL BUILDING FOUNDATIONS AND SIOU ABS SHALL BE IN ACCORDANCE WHIM ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REOUEST EXACT FIELD LOCATION OF EXISTING UTILITIES ON SITE OR IN RIGHT-W-WAY. ALL UTILITIES MUST BE 16, COSTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPUTED AS NEEDED, AND EXISTING PIPESOUT TO BE CLEARED T TO REMOVE ALL SILT AND DEBRIS. LOOTED PRIOR ED GRADING START. A. ALL WARD SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 17. CONTRACTOR SHALL MUSE ANDnVR COT L115FI,C PAVEECNT AS METESE&W TO ASSURE A 9IO07H FIT AND FGrTDU 0G GRADE s ALL CUT OR FILL SLOPES SHALL BE A MAX 3:1 SLOPE OR RATTER UNLESS OTHERWISE IN CONTRACTOR 91ALL MAINTAIN A . DJSTNO PARW. ME �WAL ^I.'A DOYM EX CLEWNOTED. AND FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL ID TERRIERSEASY AMS. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGEDDURING CONSTRUCTION, IT SMALL BE THE CONTRACTOR'S BESPONSBILITY TO REPAIR AND/CCO R REPLACE TIE STING SAE PEDESTRIANAND VEHICULAR TRAFFIC TO AND FROM THE SITE 19. IF WET AREAS ARE ENCOUNTERED RED ON -SIR THE CONTRACTOR SHALL ODORDINATE WITH THE STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING COMMON 09 BETTER 7. AL STORM SEWER POPE CONNECTIONSM MWTFES SH41 BE GROUND TO ASSMRE GEORCNICAL ENGINEER FOR THE DESIGN AND REPLACEMENT OF A FRENCH DRAIN SYSTEM 20. GRAFTON. TULL A ASSOCIATES, INC. ICTU HAS NOT NECESSARILY ESTABLISHED MINIMUM CONNECTION AT STRUCTURE IS WATERTIGHT. AL STORM EWER STRUCTURES SOUL HAVE A SMOOTH UNIFORM POINTED MORTAR INVERT FROM INVERT IN TO INVERT OUT. FINISH RI1OD ELEVATIONS FOR EACH INDIVIDUAL BUILDING OR LOT IN THIS 9BOM9ON WHEN A MIN MLA BUILDING FLOOR ELEVATION IS NOT ESTABLISHED AND NOTED, THE B ALL DRAINAGE STRUCTURES AND STORM SEVER PINES SILL MEET HEAVY DUtt TRAFFIC ULTIMATE RESPONSIBILITY FOR THE PRIER GORING OF EACH INDIVIDUAL LOT OR PARCEL DOG LOADING AND BE INSTALLED ACCORDINGLY WHEN IN PAVED AND TRAFFIC AREAS SHALL REST WITH THE LOTS OMER TYPICALLY, THE MINIMUM FINISH FIRST FLOOR 9. ALL BEGIN SEWED MANHOLES IN PAVED AREAS SOIL BE FLUSH WITH THE PAVEMENT AND SOUL HAVE TRAFFIC REARING RINGS AND COVERS MANHOLES IN UNPAVED AREAS SHALL ELEVATE SHOULD BE AT LEAST TWELVE INCHES (121 ABDW IN FDO9® TOP OF STREET CERB ELEVATION ASSOCIATED WORM EACH INDIVIDUAL LOT OR PARCEL OR AS BE 1' ABOVE FINISH GRADE LIDS STALL BE LABELED PER ARISDCTIWAL REWIRED BY LOCAL AND STAR CODES. SPECIFICATIONs 10 SITE GRADING SHALL NOT PROCEED UNTIL APPROPRIATE EROSION AND SEDIMENT CONTROL LEA9ERFS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL AOQE TO ALL TERMS AND IM25 R--id Cenlre I.-Y, Suile 300 Lillie Rock, Arkonsos 72211 4Cratton Tull a•v�EWiru,cmm 501.664 32<51 501 664 670A I crall-W I cam THE HAMILTON APARTMENTS LITTLE ROCK, ARKANSAS T11, do -T1 and the Id ess and dnlgn, Incorporated herein, L of prelesslenal.a"' Is the Property oN C.I. , Tull & AssocI-, Inc, and Is net le be used, In whole erInpart,forany P,herproles,wltheu,the wr - authonvdonc1C.fte Tull&Assodna, Inc Awn C •VC*IWN ... wan_.wApyL N$ THIS Go.rAcy. W.WNGuea DOCUMENTIS PRELIMINARY IN HcunA. NATUREANDISNOT PRELIMINARY a AFINAL,SIGNED o PLANS ANDSEALED DOCUMENT a°e a]mlWaww M•hxAr..r �!. '' Nou�nb>s�oo GRADING PLAN C-102 GRAPHIC SCALE IN FEET r � NBBe00'Da'E T70. ' � %� '� .6 •o �� r �,�/,=j�p. I '�Y • {, • DED1fATE Fi00D ; W EMENT ! % I `tiy'•' ��,r``' • ';: [�};l. Y��. t'y v 7' ,y :%' - r:_ i. ,� • T'' co, `�- T • ` ' ��' _ r` ❑fkG� __ •' 1 w r 01 Cli ch •l � —7T 41 5'AiNG G"ATE ' 9 ...A f r ! j _/'' ,-:-_'L._, ."——,:..::— 4 .21 SILT _ - y17 .. A' RLn11E ALM IOB]5 Finontial Ctnl,c ParAwcy, SUilc 3G0 Lillle Rock Arkonsea 722I1 410LEGEND(EXISTING SYMBOLS) Crafton Tull SYMBOLS LINEWORK engmrorm9su^'tvmO 501 66d 3�451 Sul 664 6JOd PROJECT LOCATION A L CeW-4 Rd ILIaTPOLE 5 W O FOJ.4D IRON PIN OWRPore TELEPHUE PEDESTAL MANH O.E TAIL -----.----------- FASEIPDHT _____________________________________ gNB— IX7ERYEDUIE CONIOIIR ------'--_—__ ::]__—._.. INDEX OONTONR crallonlcll cam SANITAPY SEVER CIEANWT GAS METER SANITARYi IRE 4_'1p DO—1 GAS VALVE GAS LINE —e STURM SEVEN PIPE r a * DKI -6- DOWN my VALIE FIRE HYDRANT ASSEIELY Mlm LINE ISPECAY 97E k 1WEI UNISHROM MUNCIE----'"— % VICINITY MAP CSJ AIR RLIFAM VALVE ULOEDFJILXAD 6Erd'.NIRIC A FBTF CERARACDR coNmenaN --_.w F --Ira i 0 WATER METER OVERHEAD ELECTRIC ® SPRINKLER READ mm w - -- -'~^~��s.=fi—� N ELECTRIC PERESUL ULOEDIRmND IElEW9ON S84'ppp0•E '7I"__� .1'Ip� n�..,.� OVERHEAD TEIFI[MGM CRATED NO _ :; 'r 7�"• •—, CHAIN LINK • •. , f� ;i�`ij ORLP BJfET WOOD FENCE •. +; !r r ! J `— '!�L rr BAUM XWE FENCE �l.�,i r'!j •, ! !! rP'! , i f 7`r; '- FIBER OPTIC RIGHT OF WAY TfEE TO BE REMOVER ! , ! ROPE CEN1Efd1NE LE r r r! r' r ! r r r ! J! • -N- r r ! o LEGEND(CONSTRUCT) '�•'•• SYMBOL'S LINEWORK rr• , ! ' , ! - fr / r / f ' / ! , rt / Js 3LJ••.�. � ' r f' jr/r�r,_.-r • SO IRON PIN LIGHT POLE POWER PCIE CURB •• ,. ■ TCEPHOIE PEDESTAL ffOA� - !1 '{_:Y•„ O TV PEDESTAL INTERMEDIATECONTOUR— DETF7lS! ' �� , , r•-..' POND/ {•. i •• -•r u,.r 1�. OO ANHa..E MIX CONTWfl SANY SEW" OFANDIR a '/ r .!n :-• r GAS EBB snrBTARr SEVER urE T H E HAM I LTO N GAS MEI '`. : -` .': ►. GAB VALVE � APARTMENTS C� STM SEWER PPE OAS LINE T. • ! - / - .f • !- 'R' W STRUCTURE RDMBER LITTLE ROCK ARKANSAS m COVED VALVED WAVER LINE �. -+0*- FIRE HYDRANT ASSEMBLY UNDERGROUND TELEPHONE TIW AM RELEASE VALVE ti ` / + _ ors'. !f-� 1, { ,•Y, • ,I -•i: en - r"L O, �-Y - x FIRE DEPARTMENT CONNECTION KWIC WATER ■ BACK FLLOWEPREVNIFA OVERHEAD ELECTRIC x N REBUDER FIBER OPTIC RECTNNCLAAR DROP INIET LED RRET DR.IAICTION GRAVED EDCAdIND TELEVISION+ a BOX ISPEDDY ON PLAN�• UND --R,,, �rF ~ 8 Ef7t 17�5' �\ I'..��: S'•'�, 01flE1FAD TELEVISION -,•• INA6E mpj� ' Arr !3 •� -•�: ••'•- CINCIIUA DROP DAET, CRATED IXEET OR JONCTION CRATED XFSPECBYCWFUN CHAIN LINK FENCE GEED WOOD FENCE ( _ BARBED WINE FFNff M� I — BUILDING SET BACK ' RIGHT OF WAY PROPERTY urE ROAD CENTERLINE ISO 1ti \- I f �� Arkansas One Call WAY -EASUIF7IT SIB TI i — EMERGENCY EXIT Know what's below. . j '„. 37.SZ' 7 �� K�� —* - t - 1 GATE W/KNOXBOX -- ----- —� -r � -�T ' u, i� I •; G , Call before you dig. pE=ATM \ ACE= AND TURRAWOUNO 3pT'.5" w METAL FENCE PROJECT DATA APARTMENTS 248 PARKING SPACES: 442 (22 - UNDER BUUILDING, 36 - IN GARAGES, 206 - COVERED, 176 - OPEN) STANDARD 433 ACCESSIBLE 9 PARKING SPACES/JNIT 1.78 SITE 10.67 ACRES (100% 1 BUILDING 9B,92 SF (21,27 1 IMPERVIOUS AREA 6.0 ACRES (56.3R 1 GREEN SPACE 4.67 ACRES (43.7% 1 - 4& GENERALNOTES TM1lsdoc , andtbeldea andd 1por ein 'ortea he, ument^t of prolesslonal servm , Isthe p ope,ry of 1. IRE D(4q, 0'yEC17liL /JQ [OITVjC,ATiEN OF AIfY FdT04ND VINE "F10T II ME1gEB LERNA ICLWRNG 6JT NOT UNITED TO, aACYEWTAL IEYA'RONG - MASS CO[%'■LCTWL- R C01IPJf.RR SHALL CONTACT THE ET FOR CLARIFlCARON 6 A .r.,N sTull & Aasotl—,, I.., and I...... b—.djn wh- , In Part Dar OUny other prolca, wllM1out the wrinen MVITY TINT IGIAM VW le ETL pEA1FR IXIVI FONSAA•pMI INCHES IN HEIGHT, MSOKPANCV DR INC06.4M11FCY ESE ICOfFpi■ > PLANS OR SPECIFlGnONi au<horlutlan of C.Nl Tull AAsroclates Inc 5lTE NOTES SMALL BE BY OTHERS ANY RETAINING WALL DATA SHOWN ON ■EMCED HEREIN SHALL T. OGIREVC" KEY L FOR NE DESfM A70 EYPU IWJRATXW A L 7fliTRK pVG ON BE ONLY FOR DOMINATION 6 THE WALL LOCATION AND ELEVATIONS UTILITY PIPES ON STRUCTURES 51KWDW; A'NO §PLCI4 ElUVATWI IF.A'jAES RERIEYA ON HIED PROJECT *4 AM ID CWfWF TO OWMA FEDERAL VIA% ANTI IRCAI pEGAAT[0:d r}" OF RETAINING WALL SHOWN OR 2 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND IS BASED ON A SEARCH OF THE AVARAB E RECORDS. TO THE IQ+lS'.IRY L TLA:L A Aw`ACC1RTii NC CIO MAS NWT SM WIDOW BY THE ON OR TON � THIS •¢ I. PC DEDSCK fIXyECApR, AJW CEDnnCATION ANY KFa 1HfTT09l BWXWWG BUT NOT UMITED T ' SEGMENTAL RETAININGWALLS. MASS SHOWN ON THESE DRAWINGS BEST OF OUR KNOWIIDCE THERE ARE NO EXISTING IIIWTES EXCEPT AS SHOWN ON THESE (NATION (YNS7WICTION AIARNI:IRAHON W OR'ER'AV11O1 SERVICES PoR SEE WOKS I NiCATED ON � ~ AFT IIIGGtlAS QOCVMENT IS ;= GRAVITY WALLS, CABICH WALLS, ETC, GREATER THAN FORTY-DCHT INCHES IN HEIGHT, SHALL BE BY OTHERS. ANY RETAINING WALL DATA SHOWN OR REFERENCED HEREIN SHALL pRAWNGS ORATION TULL ASSUMES NO RE9'mSBMY REGARDING THE ACCLNACY OF THE DEPICTED LOCATIONSI OF THE UNDERGROUND FACILITIES ON THESE DIUW■6S NEg TW+ATAW7S 1THgETONE, CTA HEIERY NOTIFlES AL PARTIES Drtg15D THAN HpATTL7i TUIL A A&`tDE INC ASSIIIAES NO RESPONSIBILITYKIR THE —OFF. PNELIMINARI' IN NATURE AND IS NOT ! BE FOR COORDINATION OF THE WALL LOCATION AND ELEVATIONS ONLY. 2 ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/CWNTY/STAIE/FEDDUL CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PR07ECTION OF ANY OTHER FACILE 5 NOT SHOWN ON THESE DRAWINGS CONTRACTOR SHALL VERIFY LOCATION OF ALL IN TATIGL IiOXVINAHOIL OR ADMINISTRATION OF THESE DOCUMENTS AIA7' OEV1A1iONS OEiIE{j- NNDZurf, ctww WILL L ASSOCIATES IIIC VAU N01 W PRELIMINARY � A FINAL, SIGNED � REGULATIONS AND CODES AND 05HA STANDARDS FACILITIES BEFORE BEGINNING WORK TDR AW DEFECTS NAl ANY OIAMC W n1I OOUNFOFTS MAY NAPE ON '.EOIFJI03 PLANS AND SEALED i►. 3 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS ON VESTIBULES, AWE PAVNO SIDEWALK$ EXIT PORCHES TRUCK DOOM 3 IN ACCORDANCE WITH GENERALLY ACCEPTED mN51R11CTI0N PRACTICLS. ]WE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPNN9BLE FOR CONDITIONS UP THE JOB SITE ,Wr REEVED TMAI)M 006'✓tTA'nON ONOPLRATNN Ir NNE lXR@LLTm 4101 OT ITEM A3 9YEP7CMEY MOHR N TE AIIEAQR B P90 QFW-MF, VILL A DOCUMENT a°* PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS C ALL DIMENSIONS AND RADII ARE TO BACK EF CURB UNLESS OTHERWISE NOER INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT HE UMMID TO NORMAL WORKING am...WS Aq SHED pWNELT, N ALL Omim "• Noucnatis�cc B ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH TIE PROJECT SPECIFICATIONS. HOURS. THE DUTY OF THE ENGINEER TO CONCOCT CONSTRUCTION IEVEW OF THE CONWACAFLi AW SUBCONWACItRS A490.7/tTEL WITH HENS PR'OJi4T SRW. B ALL OURB/SIDEWM/HANDICAP RAMP DESIGNS SH L- CONFORM TO AOA STANDARDS OR CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY HF RE7t .FOR M111 $iG HNrMYLVES VM. @PLWNC MIK AND RE LOCAL RESTRICTIVE CEDE$ WHICHEYEN IS MORE RESTRICTIVE THE CONTRACTOR'S SAFETY MEASURES IN OR NEAR THE CONSTRICTION SITE QWIICOTNBfI OF A■gN'J3 WI=5 AR SI 111 CVO 5 AR SF H-S-50E AND ANY SITE PLAN 7, CONTRACTOR SHALL ENSURE ALL NECESSARY PERMITS ARE OBTAINED PRIOR TO CONSTRUCTION START. A THIS DOPNENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN NSIRLRENT Cf PROFESSIONAL SERVICES. IS THE PROPERTY OF CRAFTON, ]WILL ! ASSOCIATES NG mwa DTIR QA711[ STATED ODLCS PERIANLNL 76 A1fYAAKE NOTICE PEOJDZ7EINS A'■ fOA SAIET7 OP ALL ATRla1Pl0. LND3WB15 F!E ({IAEPAI PIfdK PERIADN■O Ri ANr WOHY B CONTRACTOR SHALL MATCH NEW CURB AND OUTTER, CONCRETE, AND PAVEMENT TO AND IS NOT TO BE USED, IN MOLE OR PART, FOR ANY OTHER PROFCT WITHOUT THE L&OVEme. AND ACIIVRY IN RASH PROXIMITY RD ANY DEJICIOID ILE KU4 UAL EXISTING IN GRADE AND ALI UT" WRITTEN AUTHOLNQATION OF CRAFTON, LULL N: ASSOCIATES, INC 9. CONTRACTOR SMALL MAINTAIN NL DOSTNG PARKING, SIDEWALXS, CONES ETC- CLEAR S CONTRACTOR SHALL NOT CAUSE ANY LCEIG-TERM INCONVENIENCE TO THE POEM AND FREE FROM ANY OGISi>7UCFEM ACRWTY AND/OR MATERIAL TO m9RE EASY AND SAFE PEDESTRIAN PJ0 1TFppRAA IRFEFIC TO AND FROM THE SITE ADJACENT PROPERTY DINER$ PERESTRIMS, ETC OIIRNC CONSTRUCTION 6 THIS PROJECT - CONTRACTOR SV PROVIDE ACCESS TO ALL ADJACENT PROPERTIES AT ALL TIM WRING C 101 I NOTE: PIPESTEM PORTION OF LOT 2, LOWE ADDITION REMOVED WITH THIS NEW LEGAL DESCRIPTION. I LEGEND 0 FOUND PIN (AS NOTED) SET} CAPPED REBAR ——n�- DENOTES FENCE (AS NOTED) I \ I I ----•••— DENOTES FLOWLINE 1 ti • CENTERLINE ISpll CREEK I E —DENOTES OVERHEAD LINES S — DENOTES SANITARY SEWER DENOTES EASEMENT BASIS OF BEARING IS THE ` cS,s 1 �—DENOTES BOUNDARI SOUTH LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER 2>y OF THE SOUTHEAST QUARTER, I 5•tifi� : SEA SECTION 18, T-2-N,R-13-W. �� • �� 100 0 100 200 300 S SANITARY MANHOLE I %t WATER METER E PHONE PEDESTAL /D UTILITY POLE DENOTES ASPHALT DENOTES CONCRETE DENOTES FLOODWAY 1 FLOODWAY I ::525' SANITARY 9 F �rrj SEWER EASEMENT \, `� 0 r_ T�' N $$°Oa00" E 170.Oa' 3 84'pp. - I nn %%%% S 000R "f® � � 464,926 SQ FT! o STATE OFG 10.67 ACRES± a ARICA_ SA S NO. 1453 a ) \�A� ls.•GL IISC ®C SIGNATLiRE I olsrcrsseI'v,yL Ae'��ppm J89Aa''�@� I I II NOTE: PARKING LOT LIES OVER THE REAR LOT LINE AS w SHOWN. N88°39'29"W 4 M � I m CHISELED "X" ~�( �N8 , 112,87' W 37`31:5i' °262$V 225.34�. 121.3' P.O.B. 100YEARFLiCDM?JN 1/2' REBAR SW 1SE/4 144 SECTION 18 SE CORNER LOT 2, LOWE ADDITION \ �t[L�•E_ BROW SURVEYING P.O. BOX 13087 PH: (501)993-0490 A SURVEY OF: DATE: 10 FEB 15 PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE \ \ DWG BY: BJB SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, CHECKED: BJB RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION \ \ FW BY: BB FOR \ SCALE: 1" = 100' REES DEVELOPMENT \ \ MAUMELLE, AR 72113 JOB # 15111 BLAKE@ARROWSURV.COM \ F iaC YFAR Ff.000 PLAN.. _ FLOOD CLAUSE ACCORDING TO THE FLOOD INSURANCE RATE MAP OF LITTLE ROCK, PANEL NUMBER 050181 0041 F, DATED OCT 19, 2001, THIS PROPERTY LIES WITHIN THE FLOODWAY, ZONES AE, AND X. LEGAL DESCRIPTION PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION TO THE CITY OF LITTLE ROCK AS SHOWN AS INSTRUMENT NUMBER 2009050256, RECORDS OF PULASKI COUNTY, ARKANSAS. SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, SAID POINT ALSO PLATTED AS THE SOUTHEAST CORNER OF LOT 2, LOWE ADDITION; THENCE ALONG THE BOUNDARY OF LOT 2, LOWE ADDITION N8746'35"W 331.51 FEET; THENCE N01 "42'40"E 725.38 FEET; THENCE S53°47'27"E 377.62 FEET; THENCE LEAVING THE BOUNDARY OF SAID LOT 2 S88"17'30"E 20.00 FEET; THENCE N01"42'30"E 70.77 FEET; THENCE S67'58'59"E 115.12 FEET; THENCE N88"0900"E 170.00 FEET; THENCE S84'00'00"E 134.00 FEET; THENCE S47"00'00"E 191.00 FEET; THENCE S11"16'35"E 135.40 FEET; THENCE S35'52'43"W 176.06 FEET; THENCE S66°3742W 178.89 FEET; THENCE N88"39'29"W 112.87 FEET, THENCE S19"34'05"E 52.84 FEET; THENCE N88°26'28"W 225.34 FEETTO THE POINT OF BEGINNING. SAID PROPERTY CONTAINS 10.67 ACRES, MORE OR LESS NOTES 1) A TITLE SEARCH WAS NOT CONDUCTED BY THIS SURVEYOR, ALL DOCUMENTS ARE PROVIDED BY THE CLIENT AND/OR CLIENTS AND IS SUBJECT TO RECORDED AND/OR UNRECORDED EASEMENTS, ROAD RIGHTS OF WAY, COVENANTS, BUILDING SET BACK LINES, SUBDIVISION RESTRICTIONS, ZONING OR OTHER LAND USE REGULATIONS AND OTHER FACTS PROVIDED BY AN ACCURATE AND CURRENT TITLE SEARCH MAY ENCLOSE. 2) ALL UTILITIES SHOWN HEREON ARE LOCATED BY ABOVE GROUND FACILITIES ANDIOR DEEDED RECORD. BEFORE EXCAVATION, THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED FOR EXACT LOCATION. 3) IT IS MY PROFESSIONAL OPINION THAT THIS PLAT REPRESENTS A SURVEY CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION. ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE, AND MATERIAL ARE CORRECTLY SHOWN. THIS SURVEY IS IN ACCORDANCE TO ARKANSAS MINIMUM STANDARDS SET FORTH BYTHEARKANSAS GEOLOGICAL COMMISSION LAND SURVEY DIVISION. DATE BLAKEJ.BUTLER I �s BASIS OF BEARING IS THE SOUTH LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, T-2-N,R-13-W. 25' SANITARY I SEWER EASEMENT i I co M ti wI- 0 �ap�y�94I)DOU9B®� 5 T 004 rl '� z I o® STH TE OF �� I z. Ak1zG-1, SAS o N0. 1453 !+ o SIGN7T RE �` a DIGITALSEAL�®��QJB9g90�}�'�� I NOTE: PARKING LOT LIES II OVER THE REAR LOT LINE AS r SHOWN. I P.O. BOX 13087 MAUMELLE, AR 72113 PH: (501)993-0490 BLAKE@ARROWSURV.COM DATE: 10 FEB 15 DWG BY: BJB CHECKED: BJB FW BY: BB SCALE: 1" =100' JOB # 15111 I I NOTE: PIPESTEM PORTION OF 1 I LOT 2, LOWE ADDITION I REMOVED WITH THIS NEW LEGAL DESCRIPTION. II I f f f f I CENTERLINE N, 8026'2.8"W 225.34' PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION REES DEVELOPMENT LEGEND i 0o G 100 200 1500 G FOUND PIN (AS NOTED) S SANITARY MANHOLE E' SET} CAPPED REBAR i'° WATER METER DENOTES FENCE (AS NOTED) PHONE PEDESTAL —•---• -- DENOTES FLOWLINE UTILITY POLE E -DENOTES OVERHEAD LINES •• + ' DENOTES ASPHALT S - DENOTES SANITARY SEWER DENOTES CONCRETE — DENOTESEASEMENi FLOOD CLAUSE DENOTES BOUNDARY DENOTES FLOODWAY --- ACCORDING TO THE FLOOD INSURANCE RATE MAP OF LITTLE ROCK, PANEL NUMBER 050181 0041 F, DATED OCT 19, 2001, THIS PROPERTY f J LIES WITHIN THE FLOODWAY, ZONES AE, AND X. f E 170- 00' S 84°44 pp rE •� , 734, pQ'r LEGAL DESCRIPTION PART OF WEST HALF OF THE SOUTHWEST QUARTER OF O THE SOUTHEAST QUARTER SECTION 18, TOWNSHIP 2 p � 7� NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION TO THE CITY OF LITTLE ROCK AS SHOWN AS r9y INSTRUMENT NUMBER 2009050256, RECORDS OF PULASKI COUNTY, ARKANSAS. SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, SAID POINT ALSO PLATTED \ / AS THE SOUTHEAST CORNER OF LOT 2, LOWE ADDITION; THENCE ALONG THE BOUNDARY OF LOT 2, LOWE ADDITION w N8746'35W 331.51 FEET; THENCE N01 °42'40"E 725.38 FEET; �� THENCE S53"47'27"E 377.62 FEET; THENCE LEAVING THE h. BOUNDARY OF SAID LOT 2 S88°17'30"E 20.00 FEET; THENCE N01"42'30"E 70.77 FEET; THENCE S67"58'59"E 115.12 FEET; THENCE N88"00'00"E 170.00 FEET; THENCE S84"00'00"E 'Yr�r 134.00 FEET; THENCE S47"00'00"E 191.00 FEET; THENCE S11"16'35"E 135.40 FEET; THENCE S35"52'43"W 176.06 FEET; �� rq THENCE S66"37'42"W 178.89 FEET; THENCE N88"39'29"W 112.87 FEET; THENCE S19"34'05"E 52.84 FEET; THENCE N88°26'28"W 225.34 FEETTO THE POINT OF BEGINNING. � SAID PROPERTY CONTAINS 10.67 ACRES, MORE OR LESS NOTES 1) ATITLE SEARCH WAS NOT CONDUCTED BY THIS SURVEYOR, ��9\\ ALL DOCUMENTS ARE PROVIDED BY THE CL[ENT ANDIOR CLIENTS AND IS SUBJECT TO RECORDED AND/OR UNRECORDED EASEMENTS, ROAD RIGHTS OF WAY, COVENANTS, BUILDING SET BACK LINES, SUBDIVISION RESTRICTIONS, ZONING OR OTHER N88038 29'W p �� I LAND USE REGULATIONS AND OTHER FACTS PROVIDED BY AN r 9'lACCURATE AND CURRENT TITLE SEARCH MAY ENCLOSE. m 112.87' 2) ALL UTILITIES SHOWN HEREON ARE LOCATED BY ABOVE GROUND FACILITIES AND/OR DEEDED RECORD. BEFORE lcOYFnRFC000dd — — EXCAVATION, THE APPROPRIATE UTILITY COMPANIES SHOULD BE \ - -100 YEAR rLOO PLAIN -- CONTACTED FOR EXACT LOCATION. 3) IT IS MY PROFESSIONAL OPINION \ THAT THIS PLAT A6S G 'PGA, \ REPRESENTS A SURVEY CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION. ALL MONUMENTS SHOWN HEREON \ \ ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE, AND \ MATERIAL ARE CORRECTLY SHOWN. THIS SURVEY IS IN \ 1 ACCORDANCE TO ARKANSAS MINIMUM STANDARDS SET FORTH \ \\ BY THE ARKANSAS GEOLOGICAL COMMISSION LAND SURVEY \\ 13 DATE BLAKE J. BUTLER i BASIS OF BEARING IS THE SOUTH LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, I SECTION 18, T-2-N,R-13-W. 25' BROW SURVEYING D BOY1vna7 SANITARY EASEMENT 0 DATE: 10 FEB 15 DWG BY: BJB CHECKED: BJB FW BY: BB SCALE: 1" =100' PH: (501)993-0490 BLAKE@ARROWSURV.COM JOB # 12111 NOTE: PIPESTEM PORTION OF LOT 2, LOWE ADDITION REMOVED WITH THIS NEW LEGAL DESCRIPTION. CENTERLINE WM CREEK LEGEND LJ FOUND PIN (AS NOTED) PH: (501)993-0490 BLAKE@ARROWSURV.COM JOB # 12111 NOTE: PIPESTEM PORTION OF LOT 2, LOWE ADDITION REMOVED WITH THIS NEW LEGAL DESCRIPTION. CENTERLINE WM CREEK LEGEND LJ FOUND PIN (AS NOTED) S SANITARY MANHOLE SET} CAPPED REBAR WATER METER -.;-—� DENOTES FENCE (AS NOTED) B PHONE PEDESTAL --••—••-- DENOTES FLOWLINE 0 UTILITY POLE E -DENOTES OVERHEAD LINES ° • _ DENOTES ASPHALT S -DENOTES SANITARY SEWER DENOTES CONCRETE — — — DENOTES EASEMENT DENOTES BOUNDARY Em DENOTESFLOODWAY f i FLOODWAY >>s��f /77-1f!/ 0 � � I I I�I 464,926 SQ FT E 10.67 ACRES± 111 I�I I� I wl Iw wl I� zl I� wl I� al I< I 1 rlpl It I`E I I „ III N8802i P.O.B. 1/2" REBAR SW CORNER SW 1/4 SE 114 SECTION 18 SE CORNER LOT 2, LOWE ADDITION (p. La �a N88°3�9'29",'_W m 112-87' 225.34' A SURVEY OF: PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION FOR: REES DEVELOPMENT SS0 00'DO' E 14Q �n \ h 1�$?g \ S6 < 100 0 i00 200 300 mu—_ -- FLOOD CLAUSE -- ACCORDING TO THE FLOOD INSURANCE RATE MAP OF LITTLE ROCK, PANEL NUMBER 050181 0041 F, DATED OCT 19, 2001, THIS PROPERTY LIES WITHIN THE FLOODWAY, ZONES AE, AND X. LEGAL DESCRIPTION 3 J I- 100 YEAR F100D PLAIN PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION TO THE CITY OF LITTLE ROCK AS SHOWN AS INSTRUMENT NUMBER 2009050256, RECORDS OF PULASKI COUNTY, ARKANSAS. SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, SAID POINT ALSO PLATTED AS THE SOUTHEAST CORNER OF LOT 2, LOWE ADDITION; THENCE ALONG THE BOUNDARY OF LOT 2, LOWE ADDITION N874935"W 331.51 FEET; THENCE N01 "42'40"E 725.38 FEET; THENCE S53°47'27"E 377.62 FEET; THENCE LEAVING THE BOUNDARY OF SAID LOT 2 S88°17'30"E 20.00 FEET; THENCE N01 °42'30"E 70.77 FEET; THENCE S67"58'59"E 115.12 FEET; THENCE N88°00'00"E 170.00 FEET; THENCE S84°00'00"E 134.00 FEET; THENCE S47°00'00"E 191.00 FEET; THENCE S11°16'35"E 135.40 FEET; THENCE S35"52'43"W 176.06 FEET; THENCE S66"3742"W 178.89 FEET; THENCE N88"39'29"W 112.87 FEET; THENCE S19°34'05"E 52.84 FEET; THENCE N88°26'28"W 225.34 FEETTO THE POINT OF BEGINNING. SAID PROPERTY CONTAINS 10.67 ACRES, MORE OR LESS NOTES 1) ATITLE SEARCH WAS NOT CONDUCTED BY THIS SURVEYOR, ALL DOCUMENTS ARE PROVIDED BY THE CLIENT AND/OR CLIENTS AND IS SUBJECT TO RECORDED AND/OR UNRECORDED EASEMENTS, ROAD RIGHTS OF WAY, COVENANTS, BUILDING SET BACK LINES, SUBDIVISION RESTRICTIONS, ZONING OR OTHER LAND USE REGULATIONS AND OTHER FACTS PROVIDED BY AN ACCURATE AND CURRENT TITLE SEARCH MAY ENCLOSE. 2) ALL UTILITIES SHOWN HEREON ARE LOCATED BY ABOVE GROUND FACILITIES AND/OR DEEDED RECORD. BEFORE EXCAVATION, THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED FOR EXACT LOCATION. 3) IT IS MY PROFESSIONAL OPINION THAT THIS PLAT REPRESENTS A SURVEY CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION. ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE, AND MATERIAL ARE CORRECTLY SHOWN. THIS SURVEY IS IN ACCORDANCE TO ARKANSAS MINIMUM STANDARDS SET FORTH BY THE ARKANSAS GEOLOGICAL COMMISSION LAND SURVEY DIVISION. DATE BLAKEJ.BUTLER BASIS OF BEARING IS THE SOUTH LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, T-2-N,R-13-W. $��®pT<uoo�nonAo�pB® Cs 1 S T El�� STATE OF o o RI�ANSAS o :2NO. 1453 a m SIGNATURE '� a DIGITAL SEAL Bg p fl n wL NOTE: PARKING LOT LIES OVER THE REAR LOT LINE AS SHOWN. CHISELED "X" NOTE: PIPESTEM PORTION OF f LOT 2, LOWE ADDITION I I REMOVED WITH THIS NEW f LEGAL DESCRIPTION. I i IiI I25' SANITARY\ \ N SEWER EASEMENT a �7: I � � co M � I o NI I ! 464,926 SQ FT zI 10.67 ACRES± I \ I I I � I11 —1 r ' zl Iw w I wl IW I yl Ih al I� ^I I-. III I�r III 7°46'35"W 331.51' 121.3' �OXRROW SURVEYING P.O. BOX 13087 MAUMELLE, AR 72113 PH: (501)993-0490 BLAKE@ARROWSURV.COM DATE: 10 FEB 15 DWG BY: BJB CHECKED: BJB FW BY: BB SCALE: 1" =100' JOB # 15111 P.O.B. CENTERLINE LSOM CREEK 1/2" REBAR SW CORNER SW 1/4 SE 114 SECTION 18 SE CORNER LOT 2, LOWE ADDITION A SURVEY OF: LEGEND 0 FOUND PIN (AS NOTED) G SANITARY MANHOLE ® SET} CAPPED REBAR ►d WATER METER DENOTES FENCE (AS NOTED) ® PHONE PEDESTAL --• — DENOTES FLOWLINE 0 UTILITY POLE E — DENOTES OVERHEAD LINES DENOTES ASPHALT S — DENOTES SANITARY SEWER DENOTES CONCRETE — DENOTES EASEMENT DENOTES BOUNDARY DENOTES FLOODWAY FLOODWAY N 88*00,00" E 170,00' 00,p0 E 93 n4 rn cn o N88039'29"W c� 112.87' a 225.34'' PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION FOR REES DEVELOPMENT 5Z Z' lag Yeulsiooa PiweV — — — _ �----1 G— 100 0 100 200 300 pa I ON SCALE 1" m 100' FLOOD CLAUSE _---� ACCORDING TO THE FLOOD INSURANCE RATE MAP OF LITTLE ROCK, PANEL NUMBER 050181 0041 F, DATED OCT 19, 2001, THIS PROPERTY LIES WITHIN THE FLOODWAY, ZONES AE, AND X. LEGAL DESCRIPTION J 100 YEAR PLOOD QIAIN PART OF WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, SECTION 18, TOWNSHIP 2 NORTH, RANGE 13 WEST, AND PART OF LOT 2, LOWE ADDITION TO THE CITY OF LITTLE ROCK AS SHOWN AS INSTRUMENT NUMBER 2009050256, RECORDS OF PULASKI COUNTY, ARKANSAS. SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, SAID POINT ALSO PLATTED AS THE SOUTHEAST CORNER OF LOT 2, LOWE ADDITION; THENCE ALONG THE BOUNDARY OF LOT 2, LOWE ADDITION N8746'35"W 331.51 FEET; THENCE N01 °42'40"E 725.38 FEET; THENCE S53"47'27"E 377.62 FEET; THENCE LEAVING THE BOUNDARY OF SAID LOT 2 S88°17'30"E 20.00 FEET; THENCE N01°42'30"E 70.77 FEET; THENCE S67°58'59"E 115.12 FEET; THENCE N88"00'00"E 170.00 FEET; THENCE S84°00'00"E 134.00 FEET; THENCE S47°00'00"E 191.00 FEET; THENCE S11"16'35"E 135.40 FEET; THENCE S35°52'43"W 176.06 FEET; THENCE S66°37'42"W 178.89 FEET; THENCE N88°39'29"W 112.87 FEET; THENCE S19°34'05"E 52.84 FEET; THENCE N88"26'28"W 225.34 FEET TO THE POINT OF BEGINNING. SAID PROPERTY CONTAINS 10.67 ACRES, MORE OR LESS NOTES 1) A TITLE SEARCH WAS NOT CONDUCTED BY THIS SURVEYOR, ALL DOCUMENTS ARE PROVIDED BY THE CLIENT AND/OR CLIENTS AND IS SUBJECT TO RECORDED AND/OR UNRECORDED EASEMENTS, ROAD RIGHTS OF WAY, COVENANTS, BUILDING SET BACK LINES, SUBDIVISION RESTRICTIONS, ZONING OR OTHER LAND USE REGULATIONS AND OTHER FACTS PROVIDED BY AN ACCURATE AND CURRENT TITLE SEARCH MAY ENCLOSE. 2) ALL UTILITIES SHOWN HEREON ARE LOCATED BY ABOVE GROUND FACILITIES AND/OR DEEDED RECORD. BEFORE EXCAVATION, THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED FOR EXACT LOCATION. 3) IT IS MY PROFESSIONAL OPINION THAT THIS PLAT REPRESENTS A SURVEY CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION. ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE, AND MATERIAL ARE CORRECTLY SHOWN. THIS SURVEY IS IN ACCORDANCE TO ARKANSAS MINIMUM STANDARDS SET FORTH BY THE ARKANSAS GEOLOGICAL COMMISSION LAND SURVEY DIVISION. DATE BLAKEJ.BUTLER