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Home My WebLink AboutS-0980-D Map 2El Scribed R; C$ 9ht o $ f �q .A �OJ, 9j N 8724'48' W \ NW Comer Lot 1 Morris\\ m Commercial Addition Per Plat Bk. E, Pg. 551 \ \ p \ O \ O _Zone AKE Z ZOne - ' s J � ST � �s• O \ Fob / Q + C/A 0 �Oh��/ J" 17 ,,��V•rJ / W e < IV 1 r 0 U a c` 2 N I g � I 3 Lot 1, Greyrock Subdivision o I Plat Sk. F, Pg. 103 Z I Mag Nail I I 1 N I I I I � I e I f IO O I Z I Mag Nail � � I � V40 c,, �F w Jf, U .0 T Mag Nail 0 15' Utility Easement(p) !` MOO Nail W W s's a3 e 0' Easement(p) Lot 2, Morris Commercial Plat Book E, Page 551 i Lot 1 RR: 12.862 Acres +/- 56,255 Square Feet +/- �S6 CPS' ro \ a 42" RAW Water Line >7 W W 50' Easement location ° (Per field location of 42" line �v\ U ) ^ \\ 0A (Bk. 242, Pg. 348) �ry 30.07' ^ zgetiea Z L 10' Ease"nt(p 71 �i cT � /� 20,E e 00 PT°R en9CVN/ 1010 —, 1019 (Unplatted) T-1-N, R-13-W, Pulaski County, Arkansas Per Plat Book F, Page 101 (0 o: N U) rr 1719. \ N \ O 1-10 O' U �F / N = 154129.69 (Plat Book F, Page 101) I \ 0 I h 0 m \\ (Unplatted) I \\ I \ I \\ I \ I \ I� N m I _a o o m W I N � � //�04gy� I � /Oed/C cess . W/8 O /S M a s, 3 \e4i/ \din CPS W w --- W — — asemenPlat ;y this Lot 3: CPS cPs 1.182 Acres +/- 511480 Square Feet - 2!F Building Line J ^128.03' F15' Easement: p)Rebar 120.64' S ST23'12" W 145.78' N 88'21'480 W nest Markham St. Right of Way - Varies Lot 1, T.H.J.R. Addition Plat Book E, Page 942 GENERAL NOTES: I. THE PROJECT BEARINGS ARE BASED ON THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGA.S.). 2. THIS PROPERTY IS WITHIN THE CITY LIMITS OF LITRE ROCK, ARKANSAS. 3. EASEMENT WIDTHS ARE AS SHOWN AND MAY BE USED FOR DRAINAGE AND/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. UNEAR 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. 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, IVI (1U ' yp' 11 ,�\GP� .............................. \ i r ' GLOBAL SURVPYNIGii ^'1 L I CONSULTANTS, INC. O Z No. 1457 as su 4•: ESTATE OP$,e SAS �•`''� 'SAL LAB„ NOT VAUD IF SIGNATURE IS NOT IN ORIGINAL RED INK. _ W d W yyt50' Waterline Easement —LO k. 1416, Pg. 125) LO v Southwest Comer ON NW1/4 NW1/4 Section 4, 'a d T-1-N, R-13-W, yZ Per Plat Book E, Page 942 �° I u E o c 0 0 Lot 2, T.H.J.R. Addition _ N Plat Book E, Page 942 -- n N = 153495.58 17.66' E = 1188716.47 1!N 82'24'12" W 14,66' LEGEND PROPERTY LINE — — — CENTERLINE (p) PER PLAT BK. F. PAGE 101 OR SHOWN FOR DIRECTION ONLY (LINE CONTINUES) 0 CALCULATED POINTS SET 1/2" REBAR w/CAP (UNLESS NOTED) 0 FND 1/2' REBAR w/CAP (UNLESS NOTED) CPS COTTON PICKER SPINDLE N � a� �N dQ ma 50 0 50 100 300 Scale 1 " = 50' Project Location st a a - VICINITY MAP - 1 1) 1, 000' 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 rebor 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 are 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' rebor 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 rebor 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 rebor 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 rebor 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 mug 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 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 are 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 _ _ ,,,,,W' 111 ..... �c,trlT 2011008632 Received: 218/2011 3:03:04 PM ,��{'; , cof'r ,.^f SIGNED Recorded: 02fQ812011 03:07:21 PM Filed Recorded in Official Records of Larry Crane, PULASKI COUNTY CIRCUIT/COUNTY CLERK = -0"T (NAME)CLERK Foes $15.00 s'1° r,'til SOURCE OF TITLE: !YB@RANTY (FRol 9 i �'',;ls CERTIFICATE OF SURVEYING ACCURACY: C'L-k- 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 LITTLE ROCK SAIB0MSit�N RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. 11/19/10 . 1 r DATE OF EXECUTION P ON R. SINGLET04 REGISTERED PROFESSIONAL LAND SURVEYOR NO. AR14Q2 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. ( q DA OF ECUTION (Sig ur (Print) (Title) WHO 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. DATE OF EXECUTION LITTLE ROCI?-PLXAING COMMISSION FOR BILL OF ASSURANCE - DEED BOOK AT PAGE OWNER: SURVEYOR: HOME DEPOT U.S.A., INC. GLOBAL SURVEYING CONSULTANTS, INC. 2455 PACES FERRY ROAD NW 217 WEST 2NO STREET, SUITE 200 ATLANTA, GA 30339-4024 LITTLE ROCK, ARKANSAS 72201 501-455-4984 ENGINEER: PBS & J PREPARED FOR: 1600 RIVEREDGE 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 RIA 6Y: G- %O-Z DATAE61 Final Plat: Morris Commercial Replat, to the City of Little Rock, Pulaski County, Arkansas Being a Replat of Lot 1R, being a replat of part of Lot 1, Morris Commercial to the City of Little Rock, Arkansas SCALE: 1' s 50' Survey For: Chick-fil-A, Inc. and Home De of U.S.A. Inc. I DRAWN BY: PAXTON R. SINGLETON PART OF SECTION 5, TOIINSHIP 1 NORTH, RANGE 13 WEST GLOBAL SURVEYING CONSULTANTS, INC. - PROJECT NO. 09-1031.01 Symbols May Not Appear On Drawing. Use As Applicable.