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Home My WebLink AboutS-0801-B Map 2CERTIFICATE OF SURVEYING ACCURACY I, 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 Gregory T. Sullivan Registered Professional Land Surveyor No. 1096 Arkansas CERTIFICATE OF ENGINEERING ACCURACY l 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 M rk L. Wright Registered Professional Engineer No. 6074 Arkansas F I A, No.6074 . y C, I ,L=12° 57' 42" T=47.71' R=420.00' L=95.01' N14045'39"E O 60.00' � 5 A=12• 57' 42-"/ T=54.53' R=480.00' L=108.59' a W O Q 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. anning Commission CERTIFICAT OF ECORDING � This d current, tlumbe k ? filed' for r�co d Page 191./ , in Plat Book r Q (Signed) S81043'12"E 94,81' CHORD S88°12'01"F U N88`12'03"\ -N81043'12"W 108.35' CHORD SW CORNER -► SE 1/4, NW 1/a 2'&� N 880 08' 01" W SECTION 9 T-1-N, R-13-W FLOOD PLAIN CERTIFICATION NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE RATE MAP, PANEL NO. 050181 0010 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. DATE: Z S �_ _7 GREG SULLIVAN AR PLS NO. 1096 421.311_ 3 3 5.81' 10' DRAINAGE 6 UTILITY EASEMENT - DEDICATED THIS PLAT 572 W. CON. MON. PAGIS/ 2046-0141 04 GENERAL NOTES Clerk N65°54'10'E 74.01' 11 N 890 56' 12" E 561.67' (�131.1846� � �7.6' SEWER EASEMENT 17• II DEDICATED THIS PLAT V � I.6 �� 0� I� ��/ DEDICATED 15' SEWER EASEMENT MPLAT 0 z / / I M Q1 �N I aD0 I o N � cV z r7 6' DRAINAGE 6 UTILITY EASEMENT - DEDICATED THIS PLAT I N01047'57"E 9 )( 50.67' MON. NE CORNER SE NW 1/4 SECTION N 9 T-1-N, R-13-W IPF N ° 15' UTILITY EASEMENT� 1T DEDICATED THIS PLAT t3 S51°11'c6"W Q=40° 36' 41" it.i, ' T-155.41' R-420.00' ' L=297.70' �*293/Ot 26' BUILDING SETBACK , GN N88'12'03"W 521.74' / 29�50 EXECUTIVE CENTER DRIVE -nr'0Vr - 45,Out 111 11, LOT 6 t7.515 ACRES / 26' BUILDING SETBACK Tj�/) '03"E 134 2415' SEWER EASEMENT / DEDICATED THIS PLAT LOT 3 15' DRAINAGE d UTILITY / :5.495 ACRES v I EASEMENT - DEDICATED IA THIS PLAT ZI 172. 426' b / 2724r / 10' UTILITY EASEMENT / I DEDICATED THIS PLAT �0.60' / L L 545, OQ _ _ _ - -1 L _ 200,81'_ 1. BASIS OF BEARINGS - STATE -PLANE COORDINATES. 2, 1/2" IRON PINS SET AT ALL CORNERS UNLESS NOTED OTHERWISE, 3. ERROR OF CLOSURE - 1:39,000 N 88° 08''� 745.81' LOT' I LCI 37 I� 35 ` LI 111'I I s� y4 t, >ANUPIPER VVEr� 1 PL_ A T B )OK O�1 8 -6F40' 36' 41" T=177.61' R=,80.00' L=340.23' LOT 2 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. WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP Name a444VA Date of Execution ROBERT A. VOGEL - NEVAL PARTNER Name Date of Execution GUS BLASS II, GENERAL PARTNER OF CAPITAL PROPERTIES, LTD. q GENERAL PARTNER -0/5-0/51 Name r�7 2 Dat6 of Execution NESTER D. PHILLIPS, PRESIDENT PHILLIPS DEVELOPMENT CORPORATION GENERAL PARTNER 11219 FINANCIAL CENTER PARKWAY, SUITE 300 Address LITTLE ROCK, ARKANSAS 72211 Instrument No. 95-34737 0O 15 -O Ivr�� - i PROPERTY DESCRIPTION Part of the Southeast 1/4 of the Northwest 1/4 and part of the Southwest 1/4 of the Northeast 1/4, all in Section 9, Township 1 North, Range 13 West, Little Rock, Pulaski County, Arkansas, more particularly described as follows: BEGINNING at the Southeast corner of said Southeast 1/4 of the Northwest 1/4; thence along the South line of said SE 1/4, NW 1/4, North 88008'01" West 74581 feet; thence North 01.54'59" East 438.84 feet to a point on the South right-of- way line of Executive Center Drive; thence along said right- of-way line North 88'12'03" West 335.81 feet; thence continuing along said right-of-way line on a curve to the right having a radius of 480.00 feet, an arc distance of 108.59 feet and a chord bearing and distance of North 81'43'12" West 108.35 feet to a point on the proposed Easterly right-of-way line of Bowman Road; thence along said proposed right-of-way line North 14'45'39" East 60.00 feet to a point on the North right-of-way line of Executive Center Drive; thence along said right-of-way line on a curve to the left having a radius of 420.00 feet, an arc distance of 95.01 feet and a chord bearing and distance of South 81'43'12" East 94.81 feet; thence continuing along said right- of-way line South 88012'03" East 42131 feet; thence North 01047'57" East 5067 feet; thence North 06'18'43" West 225.29 feet; thence North 00'03'48' West 161.70 feet; thence North 89056'12" East 56167 feet; thence North 65.54'10" East 74.01 feet; thence South 27036'17" East 433.27 feet to a point on the North right-of-way line of Executive Center Drive, thence along said right-of-way line North 51'11'16" East 311.21 feet; thence South 36'40'15" East 345.19 feet; thence South 87041'30" East 550,09 feet to a point on the Westerly right-of-way line of Centerview Drive; thence along said right-of-way line on a curve to the left having a radius of 930.00 feet, an arc distance of 86.17 feet and a chord bearing and distance of South 25059'43" East 86.14 feet; thence continuing along said right-of-way line South 28041'30" East 357.88 feet; thence continuing along said right-of-way line South 17'28'21" East 28.74 feet; thence along a curve to the left having a radius of 25.00 feet, an arc distance of 4176 feet and a chord bearing and distance of North 66630'33" West 37.07 feet; thence along a curve to the right having a radius of 325,00 feet, an arc distance of 149.24 feet and a chord bearing and distance of South 79.13'47" West 147.93 feet; thence North 87639'51" West 35.94 feet; thence South 02'19'30" West 117,29 feet to a point on the South line of said SW 1/4, NE 1/4; thence along the South line of said SW 1/4. NF 1/4. North 8/•31'45" Wue.l 1160 13 feet to the POIN 1 OF BEGINNING, containing 33 842 acres. more or less. S 87° 41' 30" E 550.09, IPF V1 5' UTILITY EASEMENT 50 1$' 31" DEDICATED THIS PLAT - T=A-3,11' R=`330.00' IPF -- L=86.17' 15' UTILITY EASEMENT DEDICATED THIS PLAT \�VV ems. S 250 59' 43" E 86,14' CHORD .� O� v� i10.386 ACRES o EXISTING SLOPE (0 LOT 1 OOA EASEMENT N I I :8.126 ACRES ZN =26° 18' 37" _r \ o T=75.96' ZI I R=325.00' s P.O.R. L=149.24' SE CORNER I S79013'47"W SE 1/4, NW 1/4, 5' DRAINAGE 6 UTILITY IPF IP SECTION 9, EASEMENT -DEDICATED 147.93' CHORD THIS PLAT / / J o IVI O. jLS- �S. 15' UTILITY EASEMENT \ DEDICATED THIS PLAT 1 IPF 1 6 I 00 l CIO q W II T-1-N, R-13-W IP if 15' UTILITY EASEMENT I 2 Z2 DEDICATED THIS PLAT N87°39'51"W 589.19' I 0' UTILITY EASEMENT DEDICATED THIS PLAT 35.94' - - - 571.54' N 870 37';!45" W - - - IPSET S02°19'30"W 'I r >1�.KF4 LiII �I� I 1160.73 -^- ' 117,29' 01 zip 1+> 1 1[/ f I')0 I I L 1T L1y OT I j 24 �� I LgAM'r-sM7. I Lol 2 ; I 11 195 LOT OT 196 III 197 I 198 I I 19'-r I 'II Ili III III lip � I STATE LANE C OR INA S f NORTHING EASTING W NO HIND EAS ING 1 146856.6561 1191182.3743 13 147843.928, 1191144.8443 2 146880.9460 1190436.9598 14 147459.9821 1191345.6062 3 147319.5375 1190451.6338 15 147655.0423 1191588.1060 4 147330.0804 1190115.9931 16 147378.1701 1191794.2610 5 147345.6845 119000867676 17 147356.014,4 1192343.9013 6 147403.7044 1190024.0546 18 147278.593'5 1192381.6539 7 147390.0508 11901 17.8768 19 146964.6555 1192553.4710 8 147376.8235 1190538.9774 20 146937.237) 1 192562.1015 9 147427.4656 1190540.5681 21 146952.013,_ 11925281041 10 147651.3913 1190515.7994 22 146924.3683 1192382.7779 11 147813.0907 1190515.6207 23 146925.8337 1192346,8669 12 147813.7117 1191077.2862 24 146808.6419 1192342.1088 p' 200 100 0 100 200 SCALE S17028'21"E I�PF 28.74' J (J L=95P 42' 01" T=27.62' R=25.00' L=41.76' N66030'33"W 37.07' CHORD 111unnu,,,� ��.•-p1STFp;; �. • STATE ARKA A - N�1 �s laxzrtia>r�•; `` nntustlls Engmeenng • Planning Land Surveying Landscape Architecture 10809 Executive Center [hive Suite 210 Little RtKk, AR 72211-6021 Telephtate 501-121-78W Fax = 501.211-7881 N COPYRIGHT: .19 DEVELOPMENT CONSULTANTS, INC. SCALEJ 1" = 100' DRAWN BY BRW CHECKED BY APPROVED BY • DATE 1-31-96 • fN Z 0 V>I W z g <LL3 W O Ih oc oaz Y017 UQ� = 171 ~T-Z �OU) W 3ZOU) O ~ Z 0 Lu Q Q ° J (6 4 W qo° ter\° LL LL a °NWT ''=Z2 z O a ° F' Ne a U. f- J ~Q°oa Y O U a CL 0 O U) J Qj • 3: t ZZWH _j UL LL PROJECT NO, 95-190 \BRW\5190FP1 IM101• LO