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HomeMy WebLinkAboutS-1040-A Map 1EnQttleeltnj PI•nntry Land Surveyir4 L�rtdr•pe Atchttecture CERTIFICATE OF SURVEYING ACCURACY I, GREGORY T SUWVAN , hereby certify that this plot correctly represents a boundary survey made or verified by me, all monuments required actually exist and ore correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution 4GregoorrT. Sullivan Registered Professional Land Surveyor No. 1096 Arkansas CERTIFICATE OF ENGINEERING ACCURACY l MARK L WRIGHT hereby certify that this plot correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Dote of Execution Mork L. Wright Registered Professional Engineer No. 6074 Arkansas CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat] Ddte of Execution CHENAL VILLAGE PARTNERS LTD A TEXAS LIMITED PARTNERSHIP Address onv pLANQ 1 18ih ST TE 230_ TEXAS 75074 _ Source of Title: D.R. Page Instrument No. CERTIFICATE OF OWNER We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plat. Date of Execution Name ARIZONA FUNDING CORPORATION c/o PETSMART Address 10000 N 3i AVENUE, STE C100 PHOENIX, AZ 85051 Source of Title: D.R. Page Instrument No. 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 urder the authority of said rules and regulations. /Z//I! i_ G Date of Execution L.R. P1 nning Commission 5;� '73498 CERTIFICATE OF RECORDING This document number filed for record _18_, 1 in PIOt Book-. Page CARO LyN STNFr, C ctA c«,nty Clwk a Rwordei (Scnedl G �e r1c NW CORNER OF LOT 1R CHENAL VILLAGE ADDITION NW CORNER OF LOT 24 -� WEST HIGHLAND SUBDIVISION R/W AS DEDICATED - IN PLAT BOOK E. PAGE 217. „ E 60' PAGIS /OOOe-01o0 241.95' 0,011 DESTROYED - SET IP 30.0 11 I T W N 0 I u a z 010 O Q `^ an ? O LlJ w CL I O z Q SL i F Q C p E R/W AS DEDICATED IN PLAT BOOK E, PAGE 217. N 09014*01" W 33.71' 1 R/W CURVE DATA a 47.04'20" T: 34.84' R: 80.00' L: 65.73' .•'��t'E CIRCIi•��. �• L A4, c: u �1 EXISTING 15' UTILITY A DRAINAGE EASEMENT LOT 24 LOT 1R I LOT 2R 2.719 ACRES W 2,800 ACRES t NI89'13'35' W 6 02" XISTING 16' UTILITY A DRAINAGE EASEMENT z j� 0 9'29'03' • N N u /6 m C" o 4 n N N N 89'13'35" E 42.00' 0 0 SAT 0) N Ln m S $ 9' 0 0 A N Ln m 306.9 ' 212.14' �R1'75 62 35 EXISTING 25' UTILITY 6 13'35'IB" DRAINAGE EASEMENT B� 'qJ. c N LOT 23 PROPOSED 16' 1 UTILITY EASEMENT 1131 FD. W LOT 3R O 0 OD 2,532 ACRES + I a N 89'13'35" E 59.81' V) 0 REVIS�D FINAL PLAT CHENAL VILLAGE ADDITION 01- 8.051 ACRES PART OF LOT 2t) m PAGIS 00006-0099 DESTROYED - SET IP / EXISTING UTILITY 6 / IIIDRAINAGE EASEMENT "e SET N 32'46'11" W 63.89'(CHORD) �O. 135.39'34' so. BUT CDIP Y(DING 2WE i ET \� xISTING 15� UTILITYN 86'1T22• W T DRAINAGE EASEMENT 61.81'1CHORDI 6 78•'48„ W m PART OF LOT 26 1 \ N 56018'20" W �� 357, R/W GURVE QATA .28.92' "'CHORD,[ n03 36 28 T, 3082- p R. 91e.15 FD. 41. L• 6162 �l \�( S CENT R/W CURVE DATA 120 REw PARKWAY 1810762fi„ R= 978.75' L= 339.42' - - INORTHING 151529.7511 1191406.9704 2 151526.3038 1191704.1518 3 151522.9314 1192011 0633 4 150909.4427 1192019.3483 5 1509t2.3047 I 191843 15094 6 15 983.4 MY 1 191493 5616 7 1 999.522 ti91469 4991 15 10 .24 i 914 4 1191429 91 E7 507t_ g 108 29 t 15119 119142 4 8 11 151349 61 t5l 11 1408.5607 N N LIFT O O rn U m 16 0 PROPOSED 15---�-i UTIt ITY EASEMENT IN 89'13'35" E to 18.12' EXISTING 30R/W EXISTING 15' UTILITY 6 DRAINAGE EASEMENT Property Description T-) 7'0 198 E- Lots 1R, 2R and 3R of the Revised Final Plat of Chenal Village Addition to the City of Little Rock, Arkansas, being a replat of Lot 23, Part of Lot 24, Part of Lot 25 and Part of Lot 26, West Highland Subdivision, Little Rock, Arkansas, more particularly described as follows: Commencing at the Northwest corner of said Lot 24; thence along the North line of said Lot 24 South 89' 20' 08' East 5.00 feet to the POINT OF BEGINNING; thence continuing along said North line South 89' 20' 08" East 297.20 feet to the Northeast corner of said Lot 24, also being the Northwest corner of said Lot 23; thence along the North line of said Lot 23 South 89' 22' 14" East 306.93 feet to the Northeast corner of said Lot 23; thence along the East line of said Lot 23 and also along the East line of said Lot 26 South 00' 46' 25" East 613.54 feet to a point on the Northerly right-of- way line of Financial Center Parkway; thence along said right-of-way line North 89' 03' 67" West 175.56 feet; thence continuing along said right-of-way line on a curve to the right having a radius of 978.75 feet, an arc distance of 359,42 feet and a chord bearing and distance of North 78' 30' 48" West 357.41 feet; thence continuing along said right-of- way line North 56' 18' 20" West 28.92 feet; thence continuing along said right-of-way line on a curve to the right having a radius of 80.00 feet, an arc distance of 65.73 feet and a chord bearing and distance of North 32' 46' 11" West 63.89 feet to a point on the East right-of-way line of Autumn Road; thence along said East right-of-way line North 09' 14' 01" West 33.71 feet; thence continuing along said right-of- way line North 01' 26' 57" West 109.07 feet; thence continuing along said right-of-way line North 06' 43' 59" West 155.13 feet; thence continuing along said right-of-way line North 00' 30' 21" West 180.14 feet to the POINT OF BEGINNING, containing 8.051 acres, more or less. I I r EXISTING 15• UTILITY 6 DRAINAGE EASEMENT EXISTING N EXISTING 15' UTILITY 6 30 R/W (n DRAINAGE EASEMENT I m 13 4.2 0' 950' 57� V1% 1 •x• 1N CONC. FD. GENERAL NOTES 1, BASIS OF BEARINGS - STATE PLANE COORDINATES. 2 1/2" IRON PINS SET AT ALL CORNERS UNLESS NOTED OTHERWISE. 3. ERROR OF CLOSURE - 1:21.500 4 INTERIOR LOT CORNERS TO BE SET AFTFR CONSTRUCTION IS COMPLETE. 5, PREVIOUSLY PLATTED AS LOTS 1, 2 8 3 C '4ENA VILLAGE ADDITION, AS REC )RDEF IN PI_ A ' BOOK E, PAGE 2" 50 0 50 100 SCALE • S'TA'FE o ' ARKAN •': =/ NO - �- c; - tPr•, Qy. T SIN,• if $fill -Soil ys 73,198 IO&N EAe Ulivr (-enter Dr. Suur 110 LA(de lLxk, AR 71111-6021 Wel.h,nr 501 111 7880 Fax • 501 111 7881 CONSULTANTS, INC. tr_A1 F 150' DRAWN BY GTS DATE 6/22/95 tri z 0 Ln J WZ W S U J z J_ ri Uj >ed ~ J N Z "L Z W 0 < } Cr = t- Y U_ja Z < LL LL V U w 1`_ O�a 0 I� <cr Z O O QaW Z J W cr -� r` W Q 0. i- fn a < :i •. J Q Z zW° _Z O 100 LL u" p 0Z r WO < W �~ W ,�,^ U) Ili Q __j 5 r414M4u • � \ � n As Signed