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Home My WebLink AboutS-1040-A Map 4Engineering - Plaimmg Land Surveying Landac4pe Architecture CERTIFICATE OF SURVEYING ACCURACY GREGORY T SULLIVAN hereby certify that this plat correctly represents a boundary survey made or verified by me, all monuments required actually exist and are correctly shown hereon and that all surveying requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution NW CORNER OF LOT 1R CHENAL VILLAGE ADDITION NW CORNER OF LOT 24 -` WEST HIGHLAND SUBDIVISION 50' R/W AS DEDICATED IN PLAT BOOK E, PAGE 217. Gregory T. Sullivan I z Registered Professional o Land Surveyor No. 1096 Arkansas CERTIFICATE OF ENGINEERING ACCURACY MARK L. WRIGHT hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Mark 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 hove laid off, platted and subdivided, and do hereby lay off, plat and subdivide said real estate in accordance with this plot. CHENAL VILLAGE PARTNERS, LTD. Date of Execution A TEXAS LIMITED PARTNERSHIP By BARROW -HEATH INC A TEXAS CORPORATION By-- ---- JIM N HEATH PRESIDENT Address 903 E 181h ST.. STE L P ANC 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 herebycertify that we have laid off, plotted and subdivided, and do hereby toy 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. 31 AVENUE, STE C100 PHOENIX, AZ 85051 Source of Title: D.R. PageInstrument 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 under the authority of said rules and regulations. Date of Execution L.R. Planning Commission CERTIFICATE OF RECORDING This document, number _ filed for record 1q in Plat Book Page (Signed) Clerk S 89020'08" E . PAGIS 00006-0100 241.95' DESTROYED - SET IP - O � N c I r v 1 0 OD r I I m L3 0 0' P ET W' NI o ! z O II 01 01 W I W ' I - R/W AS DEDICATEDIN PLAT BOOK E, PAGE 217. N 09°14'01"- W 33.71' R/W CURVE DATA Lz 47°04'20" T= 34.84' R= 80.00' L- 65,73' J O Q N m0 O EXISTING 15' UTILITY d DRAINAGE EASEMENT N I89.13'36" W 5.02' �N LOT 24 OT 1R 2.719 ACRES WE m LOT 2Ro2.800 ACRES ± OD '14" E 306.93' 212,14' 21.75'r- 62,52' I -EXISTING 25' UTILITYd 43-35'48" DRAINAGE EASEMENTe•,9 PROPOSED 15'UTILITY EASEMENT LOT 23 LOT 3R 2.532 ACRES 4�z N 89°13'35" E42,00' N 89°13'35" E - --- -.-- -- -- - - --,- - --U) EXISTING 15' UTILITY 6 O DRAINAGE EASEMFNTo REVIStD FINAL PLAT pU'2903`rn CHENAL VILLAGE ADDITION O' CD 8.051 ACRESm pART OF LOT 25 PART OF -LOT 26 PAGIS #0006-0099 DESTROYED - SET IP EXISTING UEASE 6 1DRAINAGE EASEMENTSET N 32°46'11" W 63.89'(CH0RD) N35'39 34..BU`CDINGOa1 IETlF\XISTING 15 UTILITY` N B6'11'22" W' T ,/ DRAINAGE EASEMENT 61.61'ICHORDI / �-- B N T 7 - \ � ` 48„ W N 56018'20" W &w uR9�A' 28.92' - -�3 _ 4 "(Ch p a 03'36'26' �` QiQ4' _ R _ T: 30.82' - .= 6162' N\CENTR/W CURVE DATA Ev PARK Y T 281, 626„ R= 978.75' L= 35,42' NORTHING1 .51529-751' 119'406.9704 2 151526.3038 119'704.1518 3 1515229314 1192011.06334 1509094427 1192019.3483 5 150912.3047 1191843.80946 156983.4782 1 191493.5616 7 150999.5225 1191469.499' 8 151053.2465 1191434.9167 _1510 66.5229 119 i 429.5071 10151195.5580 1 t 91426.74 38 11 151349.6161 1191408.5607 FD. EXISTING 30' R/W EXISTING 15' UTILITY 6 DRAINAGE EASEMENT Property Description 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 feetto 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 m 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• 57" West 175.56 feet; thence continuing along said right-of-way line on a curve to the I right having a radius of 978,75 feet, an arc distance of 359.42 feet and a chord bearing and distance of North 780 30' to 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 090 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. PROF^SEA 15UTILITY EASEMENT EXISTING 15' UTI�11 3 '' ! ;_ DRAINAGE EASEMENT _� •E_l9°13'35" E18.12'BUILDING-INE -t-EXISTING STING t5 u� �� IY S 3C RiWAINAGE EASEMENI�-�AE31'e20 Fw$t@%QW72= 134,20 .3�,' 4 7T W 175,56•x•lNCONC. FD. ARKLA EASEMENT APPROVED EASEME R OUIRE DATE �p 5 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 AFTER CONSTRUCTION IS COMPLETE. 5. PREVIOUSLY PLATTED AS LOTS 1, 2 & 3 CHENAL VILLAGE ADDITION, AS RECORDED IN PLAT BOOK E, PAGE 217. No ADDITIONAL EASEMENTS REQUIRED ❑ ADD!TIONAL :ASEMENTS ARE REQUIRED AS SHO>av 50 0 50SCALE GLSTERLN 10809 Executive Center Lh Suite 210 Little Rock, AR 72211.6021 Telephone 501-221.7880 Fax # 501-221 7882 CONSULTANTS, INC. SCALE --- 1" 50' DRAWN BY GTS 6/22/95 J O Q N m0 O EXISTING 15' UTILITY d DRAINAGE EASEMENT N I89.13'36" W 5.02' �N LOT 24 OT 1R 2.719 ACRES WE m LOT 2Ro2.800 ACRES ± OD '14" E 306.93' 212,14' 21.75'r- 62,52' I -EXISTING 25' UTILITYd 43-35'48" DRAINAGE EASEMENTe•,9 PROPOSED 15'UTILITY EASEMENT LOT 23 LOT 3R 2.532 ACRES 4�z N 89°13'35" E42,00' N 89°13'35" E - --- -.-- -- -- - - --,- - --U) EXISTING 15' UTILITY 6 O DRAINAGE EASEMFNTo REVIStD FINAL PLAT pU'2903`rn CHENAL VILLAGE ADDITION O' CD 8.051 ACRESm pART OF LOT 25 PART OF -LOT 26 PAGIS #0006-0099 DESTROYED - SET IP EXISTING UEASE 6 1DRAINAGE EASEMENTSET N 32°46'11" W 63.89'(CH0RD) N35'39 34..BU`CDINGOa1 IETlF\XISTING 15 UTILITY` N B6'11'22" W' T ,/ DRAINAGE EASEMENT 61.61'ICHORDI / �-- B N T 7 - \ � ` 48„ W N 56018'20" W &w uR9�A' 28.92' - -�3 _ 4 "(Ch p a 03'36'26' �` QiQ4' _ R _ T: 30.82' - .= 6162' N\CENTR/W CURVE DATA Ev PARK Y T 281, 626„ R= 978.75' L= 35,42' NORTHING1 .51529-751' 119'406.9704 2 151526.3038 119'704.1518 3 1515229314 1192011.06334 1509094427 1192019.3483 5 150912.3047 1191843.80946 156983.4782 1 191493.5616 7 150999.5225 1191469.499' 8 151053.2465 1191434.9167 _1510 66.5229 119 i 429.5071 10151195.5580 1 t 91426.74 38 11 151349.6161 1191408.5607 FD. EXISTING 30' R/W EXISTING 15' UTILITY 6 DRAINAGE EASEMENT Property Description 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 feetto 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 m 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• 57" West 175.56 feet; thence continuing along said right-of-way line on a curve to the I right having a radius of 978,75 feet, an arc distance of 359.42 feet and a chord bearing and distance of North 780 30' to 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 090 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. PROF^SEA 15UTILITY EASEMENT EXISTING 15' UTI�11 3 '' ! ;_ DRAINAGE EASEMENT _� •E_l9°13'35" E18.12'BUILDING-INE -t-EXISTING STING t5 u� �� IY S 3C RiWAINAGE EASEMENI�-�AE31'e20 Fw$t@%QW72= 134,20 .3�,' 4 7T W 175,56•x•lNCONC. FD. ARKLA EASEMENT APPROVED EASEME R OUIRE DATE �p 5 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 AFTER CONSTRUCTION IS COMPLETE. 5. PREVIOUSLY PLATTED AS LOTS 1, 2 & 3 CHENAL VILLAGE ADDITION, AS RECORDED IN PLAT BOOK E, PAGE 217. No ADDITIONAL EASEMENTS REQUIRED ❑ ADD!TIONAL :ASEMENTS ARE REQUIRED AS SHO>av 50 0 50SCALE GLSTERLN 10809 Executive Center Lh Suite 210 Little Rock, AR 72211.6021 Telephone 501-221.7880 Fax # 501-221 7882 CONSULTANTS, INC. SCALE --- 1" 50' DRAWN BY GTS 6/22/95 FD. EXISTING 30' R/W EXISTING 15' UTILITY 6 DRAINAGE EASEMENT Property Description 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 feetto 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 m 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• 57" West 175.56 feet; thence continuing along said right-of-way line on a curve to the I right having a radius of 978,75 feet, an arc distance of 359.42 feet and a chord bearing and distance of North 780 30' to 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 090 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. PROF^SEA 15UTILITY EASEMENT EXISTING 15' UTI�11 3 '' ! ;_ DRAINAGE EASEMENT _� •E_l9°13'35" E18.12'BUILDING-INE -t-EXISTING STING t5 u� �� IY S 3C RiWAINAGE EASEMENI�-�AE31'e20 Fw$t@%QW72= 134,20 .3�,' 4 7T W 175,56•x•lNCONC. FD. ARKLA EASEMENT APPROVED EASEME R OUIRE DATE �p 5 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 AFTER CONSTRUCTION IS COMPLETE. 5. PREVIOUSLY PLATTED AS LOTS 1, 2 & 3 CHENAL VILLAGE ADDITION, AS RECORDED IN PLAT BOOK E, PAGE 217. No ADDITIONAL EASEMENTS REQUIRED ❑ ADD!TIONAL :ASEMENTS ARE REQUIRED AS SHO>av 50 0 50SCALE GLSTERLN 10809 Executive Center Lh Suite 210 Little Rock, AR 72211.6021 Telephone 501-221.7880 Fax # 501-221 7882 CONSULTANTS, INC. SCALE --- 1" 50' DRAWN BY GTS 6/22/95 W z (V1 W 2 JU CV) cz LLJ G `J / ad ~ N Jco LLJ z Z z W(1)Q 2 � U_ja t- f) LLwU LU U w BOO ~ 11:z O J .4aw W z Jw� � lam~ cn a Q •• J C7 Q z O Zw0 m LL == p OZ } WO Q W a)~ 5 cc �� Q WD 95-145 SHEET N0.