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Home My WebLink AboutS-0980-D Map 1N 87024'48' W \ 1O 1° 5 a-r24'48" E 101.10' NW Comer Lot 1 Morris\ 5 Commercial Addition Per Plat Bk. E, Pg. 551 0 \ P a e In \ \ P \ \ 0 --Zone AE — z Zone X �tr0 / \ FOga J + C/� 4 ry0y �o j ^y/ lif J / h � e C) v �' a`o`, N�1Uil J a' Q V a Q � N I 3 to n P Lot 1, Greyrock Subdivision 0 I Plat Bk. F, Pg. 103 Z Mag Nail I LO I m N I 3 0 P o , Z Mag Nail M � � I NLi 0 o c Mag Nail ; e4V %< i Scribed "X 5' Utility Easement(p) or ✓� n\rycof LLOy 91•'y9� ne L S f /o W W 0' Easement(p) Lot 2, Morris Commercial Plat Book E, Page 551 Lot 1 RR: 12.862 Acres 42" RAW Water Line a — W W W 50' Easement location (Per field location of 42" line) w �� (Bk. 242, Pg. 348) 30- ------ „—ii/, O9� 59,17$ , Prc en9`h` b CPS (Unplatted) m a^ \\ a P. ^ ry m' CPS\ v ry W W W — y 0 23 W 64.98, Lot 3: +1 r 251 Building Line— — 128.03' t5" Eas'W11 Sp)Rebar 120.64' S 8W23'120 W 145.78' 11N 88221'48' W West Markham St. Right of Way - Varies T-1-N, R-13-W, Pulaski County, Arkansas Per Plat Book F, Page 101 \c'o� \e 9F. QD o? V) T' M (Plat Book F. Page 101) I I I N m Iv b m W Ia I� a 0 N m 1 n 208.300 LEGEND PROPERTY LINE — - - CBMUNE (p) PER PLAT BK. F, PAGE 101 �^ OR r' SHOWN FOR DIRECTION ONLY (UNE CONTINUES) 0 CALCULATED POINTS SET 1/2" REBAR w/CAP (UNLESS NOTED) 0 FNO 1/2' REBAR w/CAP (UNLESS NOTED) CPS COTTON PICKER SPINDLE GENERAL NOTES: 1. THE PROJECT BEARINGS ARE BASED ON THE PUL SKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAG.I.S.). 2. THIS PROPERTY IS WITHIN THE CITY LIMITS OF LITTLE ROCK, ARKANSAS. 3. EASEMENT WIDTHS ARE AS SHOWN AND MAY BE USED FOR DRAINAGE MID/OR UTILITIES EXCEPT AS MAY BE NOTED. ALL EASEMENTS SHOWN, NOT PREVIOUSLY DEDICATED, ARE HEREBY DEDICATED BY THIS PLAT. 4. DISTANCES SHOWN ON CURVES ARE CHORD DISTANCES. 5. LINEAR ERROR OF CLOSURE EXCEEDS 1:10,000. 6. BUILDING SETBACKS ARE AS SHOWN. FLOOD STATEMENT: BY GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 0501830043 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, oy.\yam \\ (Unplatted) Lot 1, T.H.J.R. Addition Plat Book E, Page 942 _ W W 50' Waterline Easement o (Bk 141 \ uT/y ar GLOBAL SURVEYING ; -i Lu' CONSULTANTS, INC, CD c, No. 1457 r1i .10STATE 0;"",- e e aNAL • LAB o1 ,,nnnm,n,10 NOT VAUD IF SIGNATURE IS NOT IN ORIGINAL RED INK. o s, Pg. 125) LO — v1 0 Southwest Comer c N NWi/4 NW1/4 Section 4, 0 0 T-1-N, R-13-W, v Per Plat Book E, Page 942 mE Lot 2, T.H.J.R. Addition Plat Book E, Page 942 N = 153495.58 E = 1188716.47 v 82'24'1 14.66, W C N ° ma 50 0 50 100 300 Scale 1 " = 50' Project Location 21 W mwwA st N VICINITY MAP - 1 "=1, 000 -1 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 rebar 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 ration with cap on the North Right of Way line of Chanel 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 ration 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 rebor; 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 mag nail; thence North Ot 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. PLAT CERTIFICATIONS: CERTIFICATE OF RECORDING. THIS DOCUMENT, NUMBER FILED FOR RECORD 20—, IN PLAT BOOK PAGE 2011008632 Received: 2/8/2011 3:03:04 PM SIGNED Recorded: 02/0812011 03:07:21 PM Filed & Recorded in Official Records of Larry Crane, _ PULASKI COUNTY CIRCUITICOUNTY CLERK (NAME)CLERK Fees $15.00 SOURCE OF TITLE: WARRANTY DEED #96-14549, ijAS -fl af7l CERTIFICATE OF SURVEYING ACCURACY: ( e Q 1, PAXTON R. SINGLETON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HERON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITRE ROCK S_UWIVIStgN RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 11/19/10 f DATE OF EXECUTION TON R. SINGLET REGISTERED PROFESSIONAL LAND SURVEYOR NO. AR14DZ OWNER'S CERTIFICATION: I (WE), THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT I (WE) HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. /i Z /0 M Snntq-er M. Evons CIA OF ECUTION (Sig ur (Print) (Title) HOMF DEPOT U.S.A., INC. 2455 Paces Ferry Road NW ATLANTA, GA 30339-4024 SOURCE OF TITLE: WARRANTY DEED #96-14549, CERTIFICATE OF FINAL APPROVAL: PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL. OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SUCH RULES AND REGULATIONS. "tl l (b _ DATE OF EXECUTION LITRE ROCK P ING COMMISSION FOR BILL OF ASSURANCE - DEED BOOK AT PAGE OWNER: SURVEYOR: HOME DEPOT LESA., INC. GLOBAL SURVEYING CONSULTANTS, INC. 2455 PACES FERRY ROAD NW 217 WEST 2ND STREET, SUITE 200 ATLANTA, GA 30339-4024 LITRE ROCK, ARKANSAS 72201 501-455-4984 ENGINEER: PBS & J PREPARED FOR: 1600 RNEREDGE PARKWAY, NW, SUITE 600 HOME DEPOT U.S.A., INC. ATLANTA, GA 30328 2455 PACES FERRY ROAD NW 770-933-0280 ATLANTA, GA 30339-4024 t AE:t� ned S�jp BEY: - lbo-t ) DA Final Plat: Morris Commercial Replat, to the City of Little Rock, Pulaski County, Arkansas Being a Replat of Lot IR, being a replat of part of Lot 1, Morris Commercial to the City of Little Rock, Arkansas SCALE: 1' - 50• Survey For: Chick-fil-A, Inc. and Home Depot U.S.A. Inc. DRAWN BY: PAXTON R. SINGLETON DATE. 11/19110PART OF SECTION 5, TOWNSHIP 1 NORTH, RANGE 13 WEST GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 09-1031.01 11 Symbols May Not Appear On Drawing. Use As Applicable.