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Z-5668-H Map 4
SIGN CHART- 1 HOME DEPOT W/UNDERGROUND ELECTRIC 2 RIGHT LANE MUST TURN RIGHT 3 STOP 4 YIELD Parking Spaces Chart: 12 HANDICAP SPACES 525 REGULAR SPACES 537 TOTAL SPACES * DENOTES PARKING SPACES USED AS CART CORRAL - SPACES NOT COUNTED AS REGULAR PARKING SPACES Vq N 8T2448" W \ \ 196,18' S 87024'48" E 101 \ i0 \NW Corner Lot 1 Morris \ \ I Commercial Addition \ to r - '- -- Per Plot Bk. E, Pg. 551 \ O \ \\ W I c O to - -- Meto/ C o �o,-d R 1 Z w 3 FLOOD STATEMENT: BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 0501810043 F. DATED OCTOBER 19, 2001. INDICATES THAT A PORTION OF THE PROPERTY SHOWN ON SURVEY LIES WITHIN: \ ZONE AE (BASE FLOOD ELEVATION DETERMINED) A SPECIAL FLOOD HAZARD AREA (SFHAs) \ SUBJECT TO INUNDATION BY THE 100 -YEAR FLOOD, AND \ ZONE X (OTHER AREAS) AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN, --__-_ [le AE \ + c (Unplatted) QOZ .00 Oo 6' / Cho. ng 0 ' •� /�yQ ryh moo/ 14 • Nn NtC�o ar / 2 Qin / U Co hO. C On0AY 6 3 04 n Lot 1, Greyrock Subdivision 0 Plat Bk. F, Pg. 103 Z 0 Mag Nail I Opo y C CCD n q'`D ft' ^_�' w a / Q W m �o r a oe� / 4b / �✓ tL,°9 / �0 10' Easement 00 . Ji6O R1 J D. (V V 3 o 0 yQIN h 9 x 15' Utility Easement M R79h �P CeA�1'Si O9 MOi t oddfAn\ri0/ i lyay BJH \ A_ wba Cmof \ \ , 190/2' ds w Conc C \ \ `tierWit OnPe N< ON (See ¢~`Mote 9 \ 6 \_ 00/7 \ \ 6E w i/ 0 Back-up Generator \ `/r on Conc. Pad. eo/i w ? e Enclosed by 8' oras Chainlink Fence A,) Yp f• �� 71 N SLOG' 00 0011, Lot 1 s \ \ 12.862 Acres +/- Lot 2, Morris Commercial Plat Book E, Page 551 Canopy 560,255 Square Feet +!- `\ "ba t Ren \ tot 93\VCO a phO/t O \nom k 9 Asphalt Drive Z !L&;;M-6nt Cq i CP (A ,BII4 ONE/ �" pJc t2 -RAW Water s W 0' Ease ent field locatio (Bk. 24 CPS NE Corner, lot 1-R, 3 (Plat Book F, Page 101) \ N \ o (n Ohoi \ t Orrye y/erOj C \ 9F c(� `o N = 154129.69 E = 1188729.47 ®Conc400 RnY \ 2g 9 DOCt CP ® \ \ o / � m I '7L'•C / x \ eC \ / I \ (Unplatted) J \ Cenrer pho/t / } e 0�a / CO. C ^ I \ \ o° 3 cD I _ J O 0 1A COI Clete onCfere Ch �' d I t0 Oj 7k F Q U enc e CPS S 6g o 2iq - .4 1 r ,__.. qs � phO/t I'e 01 See I E � K'MOte o ILd 7 N I in 15.0 o 0 S Op I M Lot 1, T.H.J.R. Addition sse Ap\'s� Plat Book E, Page 942 e a\ 3 R 2S, 4 m@ N >m ¢ I to W 1.182 Acres +1- I 0 Square Fe + 4 15' Easement © 1 2" Rebar 120.64' N 88'21'48" W M OHE -- 5' Conc. Walk REFERENCE MATERIAL: 1. PLAT OF LOTS 1 AND 2, MORRIS COMMERCIAL ADDmON, RECORDED IN PIAT BOOK E, PAGE 551. 2. PLAT OF LOT IR BEING A REPLAT OF PART OF LOT 1, MORRIS COMMERCIAL ADDITION. RECORDED IN PLAT BOOK F. PAGE 101. 3. HOME DEPOT SITE PUN BY GREENBERG FARROW ARCHITECTURE INC. 4. SURVEY BY GLOBAL SURVEYING CONSULTANTS JOB NO. 09-1031.00, DATED 2/12/10, REVISED 8/17/10. 5. PUT OF T.H.J.R. ADDITION , RECORDED IN PUT 800K E. PAGE 942. 6. PRELIMINARY PUT OF LOT IRR AND LOT 3, MORRIS COMMERCIAL ADDITION, DATED 7/6/10, REVISED 7/28/10. GENERAL NOTES: fI j-. • -';"j 'hili.:;•.,, 1. THE PROJECT BEARINGS ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAG.I.S.). BEARING 2. THIS PROPERTY IS WITHIN THE CIN LIMITS OF LITTLE ROCK, ARKANSAS. DISTANCE 3. EASEMENT WIDTHS ARE AS SHOWN AND MAY BE USED FOR DRAINAGE AND/OR UTILITIES EXCEPT AS MAY BE N NOTED. E 4. DISTANCES SHOWN ON CURVES ARE CHORD DISTANCES. L2 5. LINEAR ERROR OF CLOSURE EXCEEDS 1:10,000. Point of Commencement/ 6. BUILDING SETBACKS ARE AS SHOWN. NE Corner, Section 5, L3 T -1-N, R -13-W, 7, ANY SERVITUDES AND RESTRICTIONS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE SET FORTH IN THE Pulaski County, Arkansas DESCRIPTION FURNISHED TO SURVEYOR, AND THERE IS NO REPRESENTATION THAT ALL APPLICABLE SERVITUDES Per Plat Book F. Page 101 AND RESTRICTIONS ARE SHOWN HEREON. 63'02'55" 8. INFORMATION SHOWN ON SURVEY FOR THE 8" WATERLINE WAS TAKEN FROM UTILITY MAPS PROVIDED BY 50.71' JOHN DAVIS. CENTRAL ARKANSAS WATER. THE LOCATION OF THE LINE IS APPROXIMATE. NE Corner, lot 1-R, 3 (Plat Book F, Page 101) \ N \ o (n Ohoi \ t Orrye y/erOj C \ 9F c(� `o N = 154129.69 E = 1188729.47 ®Conc400 RnY \ 2g 9 DOCt CP ® \ \ o / � m I '7L'•C / x \ eC \ / I \ (Unplatted) J \ Cenrer pho/t / } e 0�a / CO. C ^ I \ \ o° 3 cD I _ J O 0 1A COI Clete onCfere Ch �' d I t0 Oj 7k F Q U enc e CPS S 6g o 2iq - .4 1 r ,__.. qs � phO/t I'e 01 See I E � K'MOte o ILd 7 N I in 15.0 o 0 S Op I M Lot 1, T.H.J.R. Addition sse Ap\'s� Plat Book E, Page 942 e a\ 3 R 2S, 4 m@ N >m ¢ I to W 1.182 Acres +1- I 0 Square Fe + 4 15' Easement © 1 2" Rebar 120.64' N 88'21'48" W M OHE -- 5' Conc. Walk REFERENCE MATERIAL: 1. PLAT OF LOTS 1 AND 2, MORRIS COMMERCIAL ADDmON, RECORDED IN PIAT BOOK E, PAGE 551. 2. PLAT OF LOT IR BEING A REPLAT OF PART OF LOT 1, MORRIS COMMERCIAL ADDITION. RECORDED IN PLAT BOOK F. PAGE 101. 3. HOME DEPOT SITE PUN BY GREENBERG FARROW ARCHITECTURE INC. 4. SURVEY BY GLOBAL SURVEYING CONSULTANTS JOB NO. 09-1031.00, DATED 2/12/10, REVISED 8/17/10. 5. PUT OF T.H.J.R. ADDITION , RECORDED IN PUT 800K E. PAGE 942. 6. PRELIMINARY PUT OF LOT IRR AND LOT 3, MORRIS COMMERCIAL ADDITION, DATED 7/6/10, REVISED 7/28/10. Project Location 0 W Markham St 3 VICINITY MAP - 1 "=1,000' 'Lot 11?R and Lot 3. Morris Commercial Addition Description: A tract of land situated in Section 5, Township 1 North, Range 13 West, Pulaski County, Arkansas being more particularly described as follows: Commencing from the Northeast Comer of said Section 5, run thence South 01 degree 10 minutes 28 seconds West, along the east line of said Section 5, 752.96 feet to the point of beginning; thence South 01 degree 10 minutes 28 seconds West, along said east line, 634.25 feet to a set 1/2 inch rebar with cap on the North Right of Way line of West Markham Street, thence along said Right of Way line the following courses: North 82 degrees 24 minutes 12 seconds West, 14.66 feet to a set 1/2 inch rebar with cap; North 88 degrees 21 minutes 48 seconds West, 208.30 feet to a found 1/2 inch rebar; South 89 degrees 23 minutes 12 seconds West, 145.78 feet to a found 1/2 inch rebar; South 68 degrees 58 minutes 26 seconds West, 70.29 feet to a set 1/2 inch rebor with cap; thence along a curve to the left, having a radius of 615.96 feet, an arc length of 71.78 feet and a chord bearing and distance of South 73 degrees 09 minutes 28 seconds West, 71.74 feet to a set 1/2" rebar with cap; thence North 08 degrees 35 minutes 17 seconds West, leaving said right of way line, 58,61 feet to a found 1/2 inch rebar with cap; thence North 60 degrees 15 minutes 52 seconds West, 233.35 feet to a found 1/2 inch rebar with cap; thence South 29 degrees 50 minutes 25 seconds West, 282.87 feet to a set 1/2 inch rebar with cap on the North Right of Way line of Chenal Parkway; thence North 55 degrees 55 minutes 46 seconds West, along said right of way line, 63.17 feet to a set 1/2 inch rebar with cap; thence North 29 degrees 55 minutes 52 seconds East, leaving said right of way line, 103.17 feet to a found 1/2 inch rebar with cap; thence South 60 degrees 07 minutes 36 seconds East, 8.46 feet to a found 1/2 inch rebar with cap; thence North 31 degrees 55 minutes 08 seconds East, 106.07 feet to a set 1/2 inch rebar; thence North 29 degrees 36 minutes 31 seconds East, 77.64 feet to a found mag nail; thence along a curve to the left, having a radius of 120.78 feet , an arc length of 64.80 feet and a chord bearing and distance of North 14 degrees 11 minutes 28 seconds East, 61.80 feet to a found mag nail; thence North 01 degree 10 minutes 42 seconds West, 246.59 feet to a set cotton picker spindle (CPS); thence North 01 degree 17 minutes 52 seconds West, 140.22 feet to a set CPS; thence along a curve to the right, having a radius of 107.07 feet, an arc length of 47.33 feet and a chord bearing and distance of North 14 degrees 25 minutes 23 seconds East, 46.77 feet to a set CPS; thence North 27 degrees 05 minutes 11 seconds East, 237.20 feet to a found 1/2 inch rebar with cap; thence North 02 degrees 51 minutes 50 seconds East, 105.16 feet to a found 1/2 inch rebar with cap; thence South 87 degrees 24 minutes 48 seconds East, 101.10 feet to a set 1/2 inch rebar with cap; thence South 57 degrees 48 minutes 46 seconds East, 631.19 feet back to the point of beginning, said tract containing 611,735 square feet or 14.044 acres more or less. ZONING: THE SUBJECT SITE IS CURRENTLY ZONED C-3 (GENERAL COMMERCIAL) PER PHONE CALL WITH DONNA JAMES, CITY OF LITTLE ROCK PLANNING & DEVELOPMENT (501-371-6817). HEIGHT REGULATIONS NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY ALTERED SHALL EXCEED A HEIGHT OF THIRTY-FIVE (35) FEET. AREA REGULATIONS- FRONT F J LLAT IONC- FRONT YARD. THERE SHALL BE A FRONT YARD HAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25) FEET TO THE FRONT UNE OF THE BUILDING. WHERE THE TWO (2) ADJACENT BUILDINGS ARE CLOSER THAN TWENTY-FIVE (25) FEET TO THE PROPERTY LINE, SAID ESTABLISHED SETBACK LINE WILL PREVAIL ON SUBJECT PROPERTY. SIDE YARD. NO SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABLmTNG A RESIDENTIAL DISTRICT; FHEN THERE SHALL BE A S1DE YARD WIDTH OF NOT LESS THAN FIFTEEN (15) FEET. ON A CORNER LOT, THE SIDE YARD ON THE STREET S1DE OR EXTERIOR SIDE SHALL BE EQUAL TO THE FRONT YARD SETBACK. 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. LOT AREA REGULATONS. THERE SHALL BE A MINIMUM LOT AREA OF FOURTEEN THOUSAND 114,000) SQUARE FEET. IN ADDITION, THERE SHALL BE A LOT WIDTH OF NOT LESS THAN ONE HUNDRED (100) FEET. k' OF AST �y a;1GLOBALSURVEYING W' CONSULTANTS, INC. U` No. 1457 . �7 / �g�'`q , ... U) LINE TABLE: fI j-. • -';"j 'hili.:;•.,, LINE BEARING 2 48 DISTANCE Lt N 00'28'42" E 30.00' L2 N 74'47'03" W 41.02' L3 N 27'47'15" W 29.74' L4 N 63'02'55" E 50.71' L5 N 80'12'40" E 38.16' L6 S 63'02'53" E 19.60' L7 N 26'57'07" E 18.00' L8S f 62'38'42" E 45.00' L9 S 41'42'31" E 31.85' L10 S 14'27'18" W 26.17' Project Location 0 W Markham St 3 VICINITY MAP - 1 "=1,000' 'Lot 11?R and Lot 3. Morris Commercial Addition Description: A tract of land situated in Section 5, Township 1 North, Range 13 West, Pulaski County, Arkansas being more particularly described as follows: Commencing from the Northeast Comer of said Section 5, run thence South 01 degree 10 minutes 28 seconds West, along the east line of said Section 5, 752.96 feet to the point of beginning; thence South 01 degree 10 minutes 28 seconds West, along said east line, 634.25 feet to a set 1/2 inch rebar with cap on the North Right of Way line of West Markham Street, thence along said Right of Way line the following courses: North 82 degrees 24 minutes 12 seconds West, 14.66 feet to a set 1/2 inch rebar with cap; North 88 degrees 21 minutes 48 seconds West, 208.30 feet to a found 1/2 inch rebar; South 89 degrees 23 minutes 12 seconds West, 145.78 feet to a found 1/2 inch rebar; South 68 degrees 58 minutes 26 seconds West, 70.29 feet to a set 1/2 inch rebor with cap; thence along a curve to the left, having a radius of 615.96 feet, an arc length of 71.78 feet and a chord bearing and distance of South 73 degrees 09 minutes 28 seconds West, 71.74 feet to a set 1/2" rebar with cap; thence North 08 degrees 35 minutes 17 seconds West, leaving said right of way line, 58,61 feet to a found 1/2 inch rebar with cap; thence North 60 degrees 15 minutes 52 seconds West, 233.35 feet to a found 1/2 inch rebar with cap; thence South 29 degrees 50 minutes 25 seconds West, 282.87 feet to a set 1/2 inch rebar with cap on the North Right of Way line of Chenal Parkway; thence North 55 degrees 55 minutes 46 seconds West, along said right of way line, 63.17 feet to a set 1/2 inch rebar with cap; thence North 29 degrees 55 minutes 52 seconds East, leaving said right of way line, 103.17 feet to a found 1/2 inch rebar with cap; thence South 60 degrees 07 minutes 36 seconds East, 8.46 feet to a found 1/2 inch rebar with cap; thence North 31 degrees 55 minutes 08 seconds East, 106.07 feet to a set 1/2 inch rebar; thence North 29 degrees 36 minutes 31 seconds East, 77.64 feet to a found mag nail; thence along a curve to the left, having a radius of 120.78 feet , an arc length of 64.80 feet and a chord bearing and distance of North 14 degrees 11 minutes 28 seconds East, 61.80 feet to a found mag nail; thence North 01 degree 10 minutes 42 seconds West, 246.59 feet to a set cotton picker spindle (CPS); thence North 01 degree 17 minutes 52 seconds West, 140.22 feet to a set CPS; thence along a curve to the right, having a radius of 107.07 feet, an arc length of 47.33 feet and a chord bearing and distance of North 14 degrees 25 minutes 23 seconds East, 46.77 feet to a set CPS; thence North 27 degrees 05 minutes 11 seconds East, 237.20 feet to a found 1/2 inch rebar with cap; thence North 02 degrees 51 minutes 50 seconds East, 105.16 feet to a found 1/2 inch rebar with cap; thence South 87 degrees 24 minutes 48 seconds East, 101.10 feet to a set 1/2 inch rebar with cap; thence South 57 degrees 48 minutes 46 seconds East, 631.19 feet back to the point of beginning, said tract containing 611,735 square feet or 14.044 acres more or less. ZONING: THE SUBJECT SITE IS CURRENTLY ZONED C-3 (GENERAL COMMERCIAL) PER PHONE CALL WITH DONNA JAMES, CITY OF LITTLE ROCK PLANNING & DEVELOPMENT (501-371-6817). HEIGHT REGULATIONS NO BUILDING HEREAFTER ERECTED OR STRUCTURALLY ALTERED SHALL EXCEED A HEIGHT OF THIRTY-FIVE (35) FEET. AREA REGULATIONS- FRONT F J LLAT IONC- FRONT YARD. THERE SHALL BE A FRONT YARD HAVING A DEPTH OF NOT LESS THAN TWENTY-FIVE (25) FEET TO THE FRONT UNE OF THE BUILDING. WHERE THE TWO (2) ADJACENT BUILDINGS ARE CLOSER THAN TWENTY-FIVE (25) FEET TO THE PROPERTY LINE, SAID ESTABLISHED SETBACK LINE WILL PREVAIL ON SUBJECT PROPERTY. SIDE YARD. NO SIDE YARD SHALL BE REQUIRED EXCEPT WHERE ABLmTNG A RESIDENTIAL DISTRICT; FHEN THERE SHALL BE A S1DE YARD WIDTH OF NOT LESS THAN FIFTEEN (15) FEET. ON A CORNER LOT, THE SIDE YARD ON THE STREET S1DE OR EXTERIOR SIDE SHALL BE EQUAL TO THE FRONT YARD SETBACK. 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. LOT AREA REGULATONS. THERE SHALL BE A MINIMUM LOT AREA OF FOURTEEN THOUSAND 114,000) SQUARE FEET. IN ADDITION, THERE SHALL BE A LOT WIDTH OF NOT LESS THAN ONE HUNDRED (100) FEET. k' OF AST �y a;1GLOBALSURVEYING W' CONSULTANTS, INC. U` No. 1457 . �7 / �g�'`q , ... U) fI j-. • -';"j 'hili.:;•.,, I a 2 48 GO I, PAXTON R. SINGLETON, PLS #1402, HEREBY CERTIFY THAT THIS PLAT CORRECTLY 50 0 50 100 900 REPP.ESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION. NO Try W RIGHTS OF WAY OR OTHER RESTRICTIONS OF RECORD THAT AN ACCURATE TITLE - SEARCH MIGHT DISCLOSE. ONLY COPIES WITH SURVEYOR'S ORIGINAL SIGNATURE IN RED INK ARE VALID COPIES. ANY ALTERATIONS MADE TO THIS SURVEY WITHOUT e• LEGEND LEGEND CERIIFlCATION IS FOR THE USE AND BENEFIT OF THE SURVEYOR AND CLIENTS LISTED HEREON ONLY. • • 1111111 o W W 5�' Easement • I , PROPERTYNE TELEPHONE RISER f • h I o o (Bk. 1416, Pg, 125) CENTERLINE Q SEWER MANHOLE 111111 w - w WATER LINE FIRE HYDRANT Le - liSS -n '1 I SS SANITARY SEWER LINE n_ SIGN/SIGN POST in Southwest Corner GAS - GAS GIS LINE T - T TELEPHONE LINE GUY ANCHOR w. I n NW1/4 NW1/4 Section 4, O/ / F F O FIBER OPTICS LINE POWER POLE w/TRANSFORMER & LIGHT C • 0 0 o T -1-N, R -13-W, Per Plat Book E, Page 942 (m) AS MEASURED IN FIELD - - POWER POLE w/LIGHT n u �0 ro I W AS PER CRY OF LITTLE ROCK ZONING O BOLLARD 1 a E.M. ELECTRIC METER OoI D.I.R. DEVELOPMENT INVESTIGATION REPORT Lot 2, T.H.J.R. Addition } DR J SHOWN FOR DIRECTION ONLY P.P. POWER POLE -v_� Plat Book E, Page 942 (DIVE CONTINUES) LIGE UNDERGROUND ELECTRIC A CALCULATED POINTS OHE OVERHEAD ELECTRIC 0.4 0 SET 1/2" REBAR w/CAP (UNLESS NOTED) TYP• TYPICAL N = 153495.58 E = 1188716.47 O FND 1/2" RB (UNLESS NOTED) IP INTERMEDIATE PRESSURE .80' 8 .66 OO M WATER METER CPS COTTON PICKER SPINDLE 20 .30' 8" DIP PLA u�wV o WATER VALVE (UNLESS NOTED) GASOMETER Conc. OHEOHEOHE Na2-2 4'12' ' IN DENOTES SPACE USED FOR ❑ PARKING LOT LIGHTS 3 �° 6 CART CORRALS O+fl - Z PARKING LOT LIGHTS - 2 o o yn PARKING LOT LIGHTS - 1 .- E E All Symbols May Not Appear On Drawing. Use As Applicable. aC O nest Markham St. Rig 1�� Way _ Varies 0ME rn fI j-. • -';"j 'hili.:;•.,, a CERTIFICATION.' GO I, PAXTON R. SINGLETON, PLS #1402, HEREBY CERTIFY THAT THIS PLAT CORRECTLY 50 0 50 100 900 REPP.ESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION. NO NO INDEPENDENT SEARCH WAS MADE BY THE SURVEYOR REGARDING EASEMENTS, RIGHTS OF WAY OR OTHER RESTRICTIONS OF RECORD THAT AN ACCURATE TITLE Scale 1 " = 50' SEARCH MIGHT DISCLOSE. ONLY COPIES WITH SURVEYOR'S ORIGINAL SIGNATURE IN RED INK ARE VALID COPIES. ANY ALTERATIONS MADE TO THIS SURVEY WITHOUT e• WRIT -EN AUTHORIZATION WILL IMMEDIATELY INVALIDATE THE SURVEY. THIS SURVEY AND CERIIFlCATION IS FOR THE USE AND BENEFIT OF THE SURVEYOR AND CLIENTS LISTED HEREON ONLY. 3 0 >- L -I C: O C) N o L- a°- U a- 0� V)Q Ln C3 CO 06 - N N C46 a D C- m E U < 0 N LL- u r 0 N J 0 U fI j-. • -';"j 'hili.:;•.,, • e• • • 1111111 1 • I , • r 1 • 111111 Le - -n 3 0 >- L -I C: O C) N o L- a°- U a- 0� V)Q Ln C3 CO 06 - N N C46 a D C- m E U < 0 N LL- u r 0 N J 0 U Y`1`P1n.uSMuTuEhy.TA ' `� ARKANSAS '•. 1402 b i iA 1 nPd, jaD19, LAS... fI j-. • -';"j 'hili.:;•.,, • e• • • • 1 • I , • r 1 • • '1 I Y`1`P1n.uSMuTuEhy.TA ' `� ARKANSAS '•. 1402 b i iA 1 nPd, jaD19, LAS...