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Z-9097 Map 2
Drainage M.H./Curb Inlet Top Elev.=294.98' Inv. Ele�v.=289.53' 71 797.1 W y 296.4 2] MI� OHU 0 NN N fight of 9a.6 9A� � 9 94.3 1 5/8" Rebor T 92.6 .Drainage M.H. a y9ti Top Elev.=292.02 Inv. In Elev.=288.3791.4 ta�ll 9 Inv, Out Elev.=286.37' ze oI �2 Corwash I ) 9.G i- 289 89. 303 Roosevelt Road I 6s 2 0 Zoned C-3 (PD-C) -1 zgg o r maa \c{ o Ezg7 Jd I a) a - Block 1 S6 T.HNI� r1 *' o U 1 zgflI(,) Drains a M.H. Curb Inlet ' Top Elev.=282.50' Inv. Elev.=279.35� - OHU OHU OHU Top Elev.=282.07" Inv. In (North) Elev.= Inv. Out Elev.=275.57 Drainage M H./Curb In Top Elev.=277.62' Inv. Elev.=272.77' Vacant Lot I © VACANT PARCEL: 341-2490000700 OWNER: DONNA HADFIELD FOSS O.D. HADFlELD III (MAILING ADDRESS) 4 NEW13RIDGE CT LITTLE ROCK, AR 72227 WARRANTY DEED INSTRUMENT 02005105588 ZONED C-3 I o c a 0 c Z m0 ' 0 20, 40' Scale 1 " = 20' 0 M 60' Vacant No Address Vacant Zoned C-3 D No Address Zoned R-4 W W W 8" CIP (See Note 10) / W W yy W W 287.a TS.ti Q W W ui W W r7 Con Curb &Gut r 90' � W'' ' W t^/ W 68.5 + �- East Rooevelt�Rd; (A� ail as Highway 365 s 836 onc. & G c>� 26 i.4 urb ut a ao.o + - - - - n -Rig l of -WOG - (Vole } Public ? --�2g4-a,2a3 _off - - - o - ( } Principal Ar I O 2 \ B2 - lei-Sts - _ _ \- + 3 �� / / I `4 Lang Asphalt ¢1tY/State Jurisdiction 0 _V_ / peed Lim- - - 35 mph r - 9. , zHU T o l -�2 -z.zT-ra29�-' - � 9, 4� 289 Stub Out �� a- Z i 90.5 • �1.� nH 6.1 - 5i3 286. [88 85.8 Q / ' I xayr 6 9" / 0� ght of Wire 4 H OH OH 287.4 Tj e #84.] zsa.l T z53.4 3' ° ," / #93] 292.3 #s3 a ti9-5 Possible 15' (See Note 13} Ente Easement o 2892, i y'L- nHU - OHU QUO zz "'Pinched d Pipe^so.s ( ) g W 4 "" T e Note 13 i ht of Ire=15.1' za'. 8 OHU �-- OH OHU Conc. Stop(tyP•) ti Bollard 3 5/8 Hei ht of -Wf7.7....HU • 140 / (�P} 2g AHTD�Bonc. flu e-OHU Possible Right of Way /_ _ Sounding OHU- i _ ._ _ Dedication 20' Radius -- 84_- -_ 140 (p) -- ez7 . , p Q p� -- / e a i �3 ��i 300.34' /- - - - 6' cie6,0&�'��-t sz.9 Q0 6ZE a6 S MHLrPossible Ri hCof Wa 9Q',5 _ Ballard(typ) az6 f1_Top In Ele = 283' Y / C� , 2�->/ SS �/ 69 a� Inv. In Elev.= 283.49' � Dedication 0' Radius 3 111 290-_ % ' Lot 9------------------�- a 96_ 28 .6 1 Inv. Out Elev.- 2L�3.44' / ,tie g La r / Lot 5 j" ----- - 2se.ry� .-.-'-----/ -23'�ide-ea Note 181 Block 2 I�O Bushes i�s9s �.9 Block 2 / / n1 / 159 ti� #eti. U d' x285.6 6� T - - - - - .- - - - 0 O x N'�. >Qe3.3 iti / (" ' r _ / i / 462.4 / #TIES N O 4IECZ_- j 0 25.0 Ia ' 2gg _clN AddIs235° a ID �e�, z vmK845 �RDPERTYAREA/140 E 67.3 ' - z c Dilapidated As It/ 4 y i2gA _ �� - 3 0 _ _/ % 0 30 034 SQ:' FT. + I o ry IJJ m Liu`- �,.�� a / / tie �" 5. i #65.4 0 0. 6H99 ACRES +/- . /U) r v � � i w K264.8 I 284.2 n48 7 / • I i4 O O#81.4 o¢BOJ Z,. _' too a:S�+ "N O --� Blot 6 % •� C I zg3 Dilapidated Asphalt / m I} I H m / Q .2 E O I i / 0 / / Lot 7 C-4 O I / ° Y/ Bloc I �+ - - --- • O zgg"---------- z L�rK� �as Note 18 "77' �"' a: o u T yd1 25' Sd and Setback z _ _#9. /82. Q V) a ' c 0#85.7 >�85.5..8x v I N • 04 +• o !� �� ti-61 V Z / U 2]] 4 $ a Po g t of Way T1 -- i z /� O / O Possible Right'Of Way I / _ ,5 26=edication 20' Radius i '2 - Dedication' 0' Radius ol Possible 15' g9 �� ti 277.° '-] o, va:a 284', (n/293.°Eter Ea>�ment RR•40� �-.✓ 5 YQ x293. 2g4 �- ' V • Wight of Wire=23.0' - 31. 0�.9 f- Q62p 00 ross leg .t 279. 77.3 5, 'S DtJ. 78•• 82. I I - I`tIITi#a2iy Se 91s laa.a _-Hegfl�3of Orel -YJJ� ao. V1'IV 3 �� Nate- 261 - 2J9_I 2J9 ZEES_ Woo rosstles 'Q��- 7z7 ry^62 18" RCP z 260 - 279 I lZ _ - OFfQ �HU -OR 6 $tit) _ an.z 2157 g a -279 278 -278-- x9ht-aF'yNlf2v .] 2T7--Helght-0f-Wire=T6.4`-'--�I,)f gHU H-z71 (] �2Z2- _ - 276 - 7s,�_ z]5.o z]4.e z7a - ti Heigh oT Wire 16.8' 279- - 278 �, 76.v ��- 276 " �37ss = 8 . 260. = 2]9.6 o+q -� - 277 74.7 Drains a M. Curb Inlet a T I�1 ap Elev.= 276.45 26th Street Top Elev.=2 .4.73' M & 2" @�`A"�P� Waterline ,Inv." Elev.= 274.90' oRHght Hof Way - (60') (Public {See Note 10) - In 2 - (See Note 1D�___ W "F."W m _ WL�m(- ) Local z" cIP waterrine Inv. Elev.=26 .43' 2" PV0 roI 2eo - --- Cit _- 10" IP W (See Note 11) S e sdiction/Mainlin d (See Note 10) 7e.6 W- W- 273 - .11 GAS GAS g AS -XAS GAS 2 6 GAS _GAS GAS --e= G�g't - 25G�rtSph _ Z E ,5 a� _ 6As GAS , GAS GAS -�6 AS /'GAS -{ S I ]9.3 O29 EB278.8 Conc. Drive JN ,°-" % :ct Benchmark 1 of Mag Nail ro•ect Benchmark 2 �� 172e 7 0 Elev. = 2 9.48 Top of Mag Nall Q.ID z 271.0 Elev. = 274.68' A 0 Residence ��� Dl roina a M.H. 2601 Rock Street Top Elev.=276.93' Zoned R-3 Vacant I I Zone Commerce St. Block 5 Zoned C-3 I I 270.2 Inv. Elev.=272.23' I 1 L ENCROACHMENT NOTES: 1. NONE FLOOD STATEMENT - BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119CO4579. DATED JULY 6 2015. COMMUNITY L O F ROCK. CITY OF: NUMBER 050181: PANEL 0457: SUFFIX Q INDICATES THAT THE PROPERTY SHOWN ON SURVEY LIES WITHIN: ZONE Z. (UNSHADED)(OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. *FLOOD STATEMENT DOES NOT GUARANTEE AGAINST LOCALIZED FLOODING. ELECTRIC: UTILITY CONTACTS: WATER. CENTRAL ARKANSAS WATER ENTERGY BERNARD NEUMIER DANIEL TULL 9 ENTERGY COURT LITTLE ROCK WASTE WATER 221 E CAPITOL AVE. LITTLE ROCK, AR 72203 LITTLE ROCK, AR 72211 VINCE HOTHO 501-377-1245 501-954-5158 11 CLEARWATER DR. LITTLE ROCK, AR 72203 501-688-1452 TELEPHONE: CENTERPOINT ENERGY AT&T MICAH EDWARDS JOSEPH MANION 401 W. CAPITOL SUITE 600 1111 W CAPITOL, ROOM 465 LITTLE ROCK, AR 72201 LITTLE ROCK, AR 72201 501-377-4662 jm1380att.com 0 « UTIUTY W " 46 HOURS BEFORE YOU DIG G41 ARKANSAS ONE CALL 1-600-462-6Yi6 PRIOR To C0167RIC1101 FOR UNDERGROUND UTIUTY LOCATION ASPHALT HATCH LEGEND SIGN CHART: 1 STOP/ROCK ST/ROOSEVELT RD 2 STOP 3 ADOPT A STREET 4. FOR SALE SIGN 5. AUTO ZONE 6. SPEED OMIT 25 Tree Identification Table: No Size Tree Identification: 1 12" WILLOW LEGEND PROPERTY LINE © METER POLE OHU- OHU OVERHEAD UTILITIES TELEPHONE PEDESTAL -a+s-s4s-¢,s-cis- GAS UNE ® SEWER MANHOLE -W -W -W - WATER LINE FIRE HYDRANT - SS - SS - SS - SANITARY SEWER LINE -0- SIGN/SIGN POST E- GUY ANCHOR -T -T -T - TELEPHONE LINE ® SOIL BORE (p) PER PLAT BOOK 7, PAGE 109 (70j POWER POLE w/TRANSFORMER (m) AS PER MEASURED IN FIELD -)- POWER POLE EOM END OF MARKINGS MAT. MATERIAL OR SHOWN FOR DIRECTION ONLY CPS COTTON PICKER SPINDLE (UNE CONTINUES) C.I. CURB INLET Q CALCULATED POINT nts NOT TO SCALE SET 1/2" REBAR w/CAP (UNLESS NOTED) D.I. DUCTILE IRON E.M. ELECTRIC METER O FND 1/2" REBAR (UNLESS NOTED) REF. REFERENCE WATER METER UGE UNDERGROUND ELECTRIC WV OHE OVERHEAD ELECTRIC M WATER VALVE (UNLESS NOTED) typ TYPICAL PLA PLASTIC IF INTERMEDIATE PRESSURE ❑o GAS METER WELDED LIGHT POLE yyW.Y 0 METER/LIGHT POLE All Symbols May Not Appear On Drawing. Use As Appucaole. N3 E 15TH ST �I �I Project z oca io; VICINITY MAP - N. T.S. TRACT DESCRIPTION: (AS PER TITLE COMMITMENT FILE NO. 15-013534-050) LOTS 5, S. 7, 8, PEITEFER'S ADDITION TO THE CITY OF LT TLE ROCK, PULASKI COUNTY, ARKANSAS AND WHAT WAS FORMERLY PLATTED AS AN ALLY LYING BETWEEN LOTS 5 AND 6 ON THE WEST. AND LOTS 7 AND 8 ON THE EAST, NOW CLOSED BY ORDINANCE No, 12,402. RECORDED NOVEMBER S. 1970 IN DEED BOOK 1125. PAGE 323, RECORDS OF PULASKI COUNTY, ARKANSAS. I NOTES PERTAINING TO SCHEDULE (B). SECTION (II): SCHEDULE (8), SECTION (II) SPECIAL EXCEPTION, NON-STANDARD, SURVEY RELATED ITEMS (c & d) OF FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT FOR TITLE INSURANCE, FILE No. 15-013534-050, BEARING AN EFFECTIVE DATE OF AUGUST 18, 2015, 7:00 AM - DATE ISSUED: SEPTEMBER 8, 2015, 1:35 PM. (c). TERMS, PROVISIONS, OPTIONS, RIGHTS OF FIRST REFUSAL, COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, CHARGES, ASSESSMENTS AND LIENS PROVIDED IN THE BILL OF ASSURANCE, OF RECORD IN DEED BOOK 7, PAGE 107. RECORDS OF PULASKI COUNTY, ARKANSAS, BUT OMITTING ANY COVENANT, CONDITION OR RESTRICTION, IF ANY, BASED ON _ RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT Auto Zone THE COVENANT, CONDITION OR RESTRICTION (a) IS EXEMPT UNDER TITLE 42 OF THE UNITED STATES CODE, OR (b) RELATES TO HANDICAP, BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS. (AFFECTS SUBJECT PROPERTY BY OVERALL 515 E. Roosevelt Rd. DESCRIPTION) I Zoned C-3 (d). BUILDING SETBACK LINES AND EASEMENTS AS SHOWN ON PLAT OF RECORD IN DEED BOOK 7, PAGE 109 IN THE REAL PROPERTY RECORDS OF PULASKI COUNTY, ARKANSAS. (AFFECTS SUBJECT PROPERLY BY DESCRIPTION, HOWEVER NO Block 3 BUILDING SETBACK LINES OR EASEMENTS ARE SHOWN ON PLAT) a:"A A GENERAL NOTES: QHe�a�Go 1. THE PROJECT ELEVATIONS ARE BASED ON PAGIS MONUMENT PAGIS-2016, NGVD29. CONVERTED TO NAVD88. O oti Drains a M.H. PROJECT RENCHMARK 51• ELEVATION - 279.48' - TOP OF MAG MAIL SET IN ASPHALT. \Q'� Top Elev.=274.1 1' PROJECT BENCHMARK 32: ELEVATION - 274.68' - TOP OF MAG NAIL SET IN ASPHALT. RCP Inv. Elev.=269.61' 2 THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. THE SURVEYOR HAS LOCATED VISIBLE UTILITIES AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE AND A THOROUGH SEARCH OF THE PREMISES. 3. ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN THE DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE SERVITUDES AND RESTRICTIONS ARE SHOWN HEREON. 4. NO SURVEYOR OR ANY OTHER PERSON OTHER THAN A LICENSED ARKANSAS ATTORNEY MAY PROVIDE LEGAL ADVICE CONCERNING Dralna THE STATUS OF TITLE TO THE PROPERTY DESCRIBED IN THIS SURVEY (THE 'SUBJECT PROPEIMn. THE PURPOSE OF THIS SURVEY. ev.= 5' AND THE COMMENTS RELATED TO THE SCHEDULE B-II EXCEPTIONS, IS ONLY TO SHOW THE LOCATION OF BOUNDARIES AND PHYSICAL op 74.1Elev.=274.5' OBJECTIONS IN RELATION THERETO. TO THE EXTENT THAT THE SURVEY INDICATES THAT A LEGAL INSTRUMENT 'AFFECTS' THE SUBJECT PROPERTY, SUCH STATEMENT IS ONLY INTENDED TO INDICATE THAT PROPERTY BOUNDARIES INCLUDED IN SUCH INSTRUMENT INCLUDE SOME OR ALL OF THE SUBJECT PROPERTY. THE SURVEYOR DOES NOT PURPORT TO DESCRIBE HOW SUCH INSTRUMENT AFFECTS THE 72.6 SUBJECT PROPERTY OR THE ENFORCEABILITY OR LEGAL CONSEQUENCES OF SUCH INSTRUMENT. S. THIS PROPERTY IS WITHIN THE CITY OF UTTLE ROCK, PULASKI COUNTY, ARKANSAS. S. THE NEAREST FIRE HYDRANT IS AS SHOWN ON SURVEY. LI 7. CONTOUR INTERVAL = 1 FOOT. S. NAMES AND ADDRESSES OF ADJOINING PROPERTY OWNERS WERE TAKEN FROM PULASKI COUNTY TAX CARDS AND DEEDS. 9. SURVEYOR MADE M ATTEMPT TO HAVE UNDERGROUND UTILITIES LOCATED BY CALUNG THE ARKANSAS ONE -CALL SYSTEM (TICKET /150915-1272). SURVEYOR WAS ABLE TO FIND TELEPHONE, WATER AND SEWER UTILITIES MARKED IN FIELD. 2" PIPE - - - 10. WATER LINE INFORMATION SHOWN ON SURVEY IS PER UTILITY MAPS PROVIDED BY PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS), AND ONE -CALL MARKINGS LOCATED IN THE FIELD. THE LOCATION OF WATER LINES ARE APPROXIMATE. St. Paul Baptist Church 11 THE SIZE AND TYPE OF THE GAS UNE SHOWN ON SURVEY IS PER UTILITY MAPS PROVIDED BY MICAH EDWARDS, CENTERPOINT ENERGY, DATED 9/17/15. LOCATION OF GAS LINES ARE APPROXIMATE. 12. PER ARKANSAS HIGHWAY TRANSPORTATION DEPARTMENT DISTRICT 6, PULASKI COUNTY PROJECTS MAP THERE ARE NOT CURRENT PLANS TO WIDEN HIGHWAY 355. 12A NO CITY IMPROVE34ENT PROJECTS ARE PLANNED FOR ROOSEVELT ROAD, COMMERCE STREET, ROCK STREET AND 26TH STREET, PER EMAIL DATED 10/17/15 FROM VINCE FLORIANI - CRY OF LITTLE ROCK PUBLIC WORKS. 13. OVERHEAD UTILITY UNE IS WIHIN RIGHT OF WAY. HOWEVER, WITH PREVIOUS PROJECTS, SURVEYOR HAS BEEN ASKED TO PROVIDE A 30' (15'X75') UTILITY EASEMENT FOR OVERHEAD ELECTRIC LINES ON THOSE PREVIOUS PROJECTS. SURVEYOR WAS NOT PROVIDED AN EASEMENT. LINES SHOWN ARE TO PUT DESIGNER ON NOTICE IF EASEMENT IS REQUIRED DURING PLANNING, 14.SURVEYOR DID NOT RECEIVE ANY INFORMATION FROM THE TITLE INSURER REGARDING THE CURRENT ZONING CLASSIFICATION OF THE PROPERTY OR ANY REQUIREMENTS RELATED TO THE APPUCABLE ZONING CLASSIFICATION. SURVEYOR OBTAINED THE ZONING INFORMATION REFLECTED ON THIS SURVEY ON HIS OWN. THE USER OF THIS SURVEY SHOULD CONSULT AN ATTORNEY OR TITLE INSURER TO VERIFY THE ZONING CLASSIFICATION OF THE PROPERTY AS WELL AS THE APPUCABLE RESTRICTIONS AND REQUIREMENTS ASSOCIATED WITH SUCH ZONING CLASSIFICATION. 15. SURVEYOR NOTES THAT THE PROPERTY CONTAINS A CURB CUT ABUTTING THE RIGHT OF WAY OF ARKANSAS HIGHWAY 365 (ROOSEVELT RD). USE OF THE CURB CUT MAY BE SUBJECT TO OTHER AGREEMENTS OR PROPER GOVERNMENTAL APPROVALS. SUBJECT PROPERTY DESCRIPTION: (AS PER suRVEY) ALL OF LOTS 5, 6, 7, AND 6, BLOCK 2. PErrEFER'S ADDITION TO THE CITY OF LITRE ROCK, PULASKI COUNTY. ARKANSAS RECORDED IN DEED BOOK 7, PAGE log AND WHAT WAS FORMERLY PLATTED AS AN ALLY LYING BETWEEN LOTS 5 AND 6 ON THE WEST, AND LOTS 7 AND 8 ON THE EAST, NOW CLOSED BY ORDINANCE No. 12.402, RECORDED NOVEMBER S. 1970 IN DEED BOOK 1125, PAGE 323, RECORDS OF PULASKI COUNTY. ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 5, BEING ON THE SOUTH RIGHT OF WAY OF ROOSEVELT ROAD, RUN THENCE SOUTH Be DEGREES 40 MINUTES 57 SECONDS EAST, ALONG SAID SOUTH RIGHT OF WAY UNE, 300.34 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF COMMERCE SHEET: THENCE LEAVING THE SOUTH RIGHT OF WAY LINE OF ROOSEVELT ROAD AND ALONG SAID WEST RIGHT OF WAY UNE SOUTH 01 DEGREES 29 MINUTES 25 SECONDS WEST, 100.00 FEET TO A POINT ON THE NORTH RIGHT OF WAY LINE OF 26TH STREET: THENCE LEAVING SAID WEST RIGHT OF WAY UNE OF COMMERCE STREET AND ALONG SAID NORM RIGHT OF WAY LINE NORTH 88 DEGREES 40 MINUTES 57 SECONDS WEST. 300.34 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF ROCK STREET: THENCE LEAVING SAID NORM RIGHT OF UNE OF 26TH STREET AND ALONG SAID EAST RIGHT OF WAY LINE NORTH 01 DEGREES 29 MINUTES 25 SECONDS EAST, 100.00 FEET BACK TO THE POINT OF BEGINNING, SAID TRACT CONTAINING 30.034 SQUARE FEET OR 0.689 ACRES MORE OR LESS. ZONING: THE SUBJECT SITE IS CURRENTLY ZONED C-3 (GENERA. COMMERCIAL DISTRICT) SEC. 35-301, PER MONTE MOORE CITY OF LITTLE ROCK PLANNING AND DEVELOPMENT DEPARTMENT (501)-371-4790. d) HEIGHT REGULATIONS. - NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY ALTERED SHALL EXCEED A HEIGHT OF THIRTY-FIVE (35) FRET e1 AREAR TON . (1) FRONT YARD - THERE SHALL BE A FRONT YARD HAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25) FEET To THE FRONT LINE OF THE BUILDING. WHERE THE TWO (2) ADJACENT BUILDINGS ARE CLOSER THAN TWENTY-FIVE (25) FEET TO THE PROPERTY UNE. SAID ESTABUSHED SETBACK ONE WILL PREVAIL ON SUBJECT PROPERTY. (2) SIDE YAgn - No SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABUTTING A RESIDENTIAL DISTRICT: THEN THERE SHALL BE A SIDE YARD WIDTH OF NOT LESS THAN FIFTEEN (15) FEET. ON A CORNER LOT. THE SIDE YARD ON THE STREET SIDE OR EXTERIOR SIDE SHALL BE EQUAL TO THE FRONT YARD SETBACK. (3) REAR YARD - THERE SHALL BE A REAR YARD HAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25) FEET. IN THE CASE OF A CORNER LOT, HOWEVER. AND WHEN PROVIDING A TWENTY -FIVE-FOOT EXTERIOR SIDE YARD THE REAR YARD MAY BE REDUCED TO NOT LESS THAN FIFTEEN (15) FEET. (4) IOT AREA REGULATIONS - THERE SHALL BE A MINIMUM LOT AREA OF FOURTEEN THOUSAND (14,000) SQUARE FEET. IN ADDITION. THERE SHALL BE A TAT WIDTH OF NOT LESS THAN ONE HUNDRED (1 DO) FEET. PARKING - 1 SPACE PER THREE HUNDRED (300) SQUARE FEET OF GROSS FLOOR AREA UP TO TEN THOUSAND (10,000) SQUARE FEET. `SEE ZONING ORDINANCE FOR ADDITIONAL RESTRICTIONS. 15A SURVEYOR NOTES THAT THE PROPERTY ABUTS THE RIGHT OF WAY OF ROCK STREET, 26TH STREET AND COMMERCE STREET. ACCESS TO THE RIGHT OF WAY MAY BE SUBJECT TO OTHER AGREEMENTS OR PROPER GOVERNMENTAL APPROVALS. 16. SURVEYOR DID NOT OBSERVE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS. 17. SURVEYOR DID NOT OBSERVE EVIDENCE OF SITE BEING USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL 18. ZONING SETBACKS SHOWN ARE IN REFERENCE TO LOCATION OF BUILDING PER THE PREUMINARY SITE PLAN PROVIDED TO SURVEYOR. A VARIPtKE MAY NEED TO BE FILED OR AN APPLICATION FOR A PCD (PLANNED COMMERCIAL DISTRICT MAY NEED TO BE FILED TO AMEND ANY ZONING SETBACKS SHOWN ON THIS SURVEY. 19. SEWER UNE CRC SUBJECT PROPERTY WITHOUT AN EASEMENT BEING KNOWN OR SUPPLIED TO SURVEYOR. HOWEVER. SEWER UNE IS WITHIN ORIGINAL ALLEY WHICH WAS ABANDONED BY ORDINANCE 12.402, AND MAY BE COVERED AS A PRESCRIPTIVE EASEMENT. AT TIME OF SURVEY SEWER MANHOLE APPEARED NOT TO BE IN USE 20. PER THE PULASN COUNTY PROPERTY TAX CARD. THIS PROPERTY DOES NOT RAVE AN ADDRESS ASSOCIATED WITH IT. °PEE OF A(/ry0� = 4, y i -- = GLOBAL SURVEYING W CONSULTANTS, INC. _ p U ?, NO. 1457 2 z :; 9P�gNSAS_SUR���o� REFERENCE MATERIAL: 1. U.S.G.S. 7.5 MINUTE 'LITTLE ROCK' QUADRANGLE 2014. 2. PLAT OF PETTEFER'S ADDITION TO THE CITY OF LITTLE ROCK, RECORDED IN DEED BOOK 7, PAGE 109 IN THE REAL PROPERTY RECORDS OF PULASKI COUNTY, ARKANSAS. 3. SURVEY BY WHITE-DATERS & ASSOCIATES, INC., PAUL M. WHITE PLS 111 1281 DATED 9-23-02, REVISED 10-18-02 FOR AUTOZONE - ROOSEVELT ROAD. 4. STATE OF ARKANSAS STATE HIGHWAY COMMISSION,PLAN AND PROFILE OF PROPOSED STATE HIGHWAY, LITRE ROCK CITY CONNECTION MAIN ST. EAST PULASKI COUNTY, ROUTE 65 SEC 12., JOB 6175. 5. SURVEY BY EVERET ROWLAND PS32, DATED 4-15-74. C E R T I F I C A T 1 0 N To O'Reilly Automotive Stares, Inc., a Missouri corporation; Lenders Title Company; First American Title Insurance Company: This is to certify that this mop or plat and the survey on which it is based were made in accordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1-5. 6(b). 8. 11(¢), 13, 16, 17, and 18 of Table A thereof. The field work was completed on 9/22/15 & 10/l /15. AR1402 October 2, 2015 ---=r= - - - - - - - --------------- (Signed) (Reg. No.) (Date) State Surveyors Code: 500-01N-12W-0-14-440-60-1402 LU aN 17) z E Iji E z 0 0 m o 'd O_ a .p .o W N Q N O N s" N C N W �UV) C:C ' ^D 0 ^i, � r- V J 0 00 W Q V) i- E O N S Oz Ur 0 U C =4= N 00 -) E 06 N a 5 L- 5: U cn D Iry O m Q - >,, 00 r-- L) Q' I-� to OC} U 0 O I ce <( O � a) U } J V) 0 O U O sir � `•... "•. w m • .• • , •• •• • • • • •L5 • • • , • • •• • rz • • • • • IZ-, • 1 • 10 0 • LU LU • .' 'I I 06 J „"„4pUnI1lgprygq T �. `"N3aauunnq OF , L� z _ _NALtKAO 14302 O '--�`