The URL can be used to link to this page

Home My WebLink AboutS-0801-G Map 2DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO, RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 j j NW CORNER SE 1/4, NW 1/4 SECTION 9 T-1-N, R-13-W FOUND j 1/2"REBAR N 88014'01" W POB� FOUND 1/2"REBAR 0 PROPOSED FUTURE J \ 15' UTILITY EASEMENT \ \ PROPOSED FUTURE \ 15' SEWER EASEMENT--,"' \ z LOT 13 ±4.73 ACRES N co rm to of 7.5' UTILITY EASEMENT DEDICATED THIS PLAT N.88'14'01" W 667.30' 15' UTILITY EASEMENT DEDICATED THIS PLAT LOT 9 ±3.81 ACRES PROPOSED v I I RIGHT OF WAY DEDICATION THIS PLAT 25' BUILDING DELTA 224'41'45" SETBACK PROPOSED FUTURE 7.5' I S 67.42'55" E SEWER EASEMENT T 121.62' R 50.00' L 196.08' CHORD 92.49' POB PROPOSED FUTURE I I ROW 15' UTILITY EASEMENT I I 7.5' UTILITY EASEMENT DEDICATIO - - - DEDICATED THIS PLAT - - 14 I SET SET PAGIS MON.# - PAGIS MON.# DELTA 40'58'15" 12 N 20'32'56" W S 01'47'57" W 3 T 18.6850.01' 13 N_ R 50.00'o L 35,75' c CHORD 35.00' b, m 00 DELTA 4750'00" Y N I w STATE PLANE COORDINATES NORTHING EASTING 1 4 1 1 190527.8495 2 148192.1227 1191094.8814 3 147951 .1623 1191088.7721 4 147843.9281 1 191 144.8439 5 147813.7116 1191077.2858 6 147600.3899 1191065,9176 7 147607.6878 1190833.5805 8 147761.5091 1190838,4121 9 147778.2881 10 147813.4713 1 190860.0297 11 147813.3607 1190760.Q278 12 147600.3899 1 191065.9176 13 147600.3899 14 1161065 .9176 ML 0 N 19'37 03 W 0 T 9.81' F rnif R 25.00 L n L 18.69' z CHORD 18.26' _ c 0 J Z m DELTA 81r02'530 T 48.32' R 50.00' L 76.84' S 44 05'14" E CHORD 69.50' FOUND 1/2"REBAR n N s 15' UTILITY EASEMENT I y DEDICATED THIS PLAT-� FOUND 1/2"REBAR \ a 2 a� tJj �01. \0�!'' 7.5' UTILITY EASEMENT \ DEDICATED THIS PLAT N 65754*09" E i 74.01 \ FOUND 5O' R 1 /2"REBAR 0 o -- - - - - - 50 \ -7.5' UTILITY EASEMENT 0 N 01'47'57" E 51.97' ® DELTA 42'50'00" N 19037.03" W T 9.81' R 25.00' o � Im z L 18.69' CHORD 18.26' M, LOT 8 co ±1.21 ACRES I 5' UTILITY EASEMENT -- - - -I N 88'12'O3" W 232.45' 232.45' V 00 IR M 04 CERTIFICATE OF SURVEYING ACCURACY LEE D. KENDRICK , 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 LEE D. KENDRICK Registered Professional Land Surveyor No. 1274 Arkansas 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 ENGINEERING ACCURACY T__ - . CERTIFICATE OF RECORDING l MARK E. RICKETT , hereby certify that this plat correctly represents a plan made by me, and that This document, number filed for record the engineering requirements of the Little Rock Subdivision 19 in Plat Book Page Rules and Regulations have been complied with. (Signed) Date of Execution MARK E. RICKETT Registered Professional Clerk Engineer No. 9116 Arkansas 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, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS ZONE X, PANEL NO. 050181 0006 E, PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED NOVEMBER 3, 1993. Boundary Description A part of Lot 6B Westrock Office Addition, filed for record Instrument No. 96-47123, and a part of the SE 1/4 of the NW 1/4 Of Section 9, T-1-N, R-13-W, City of Little Rock, Pulaski County Arkansas being more particularly described as follows: Commencing at the NW Corner of said '1E 1/4 of the 18 feet for 1/4; the nPOINT OF BEGINNING,along the North line of said SE 1/4 of the NW /4, thence continue along said North line of said SE 1/4 of the NW 1/4 S 88 14?01? E, 567.30 feet; thence S 01 27?09? W, 241.04 feet; thence S 27 36?179 E, 121.01 feet; thence S 65 54?09? W, 74.01 feet; thence S 03 03902? W, 231.60 feet; thence N 88 12?03? W, 232.10 feet to the East Right of Way of Executive Center Court; thence along said East Right of Way of Executive Center Court N 01 47?57? E, 171.90 feet; thence along a curve to the right having a Radius of 25.00 feet, an Arc length of 18.69 feet and a Chord bearing and distance of N 23 12?57? E, 18.26 feet; thence along a curve to the left having a Radius of 50.00 feet, an Arc length of 196.08 feet and a Chord bearing and distance of N 67 42?55? W, 92.49 feet; thence S 89 56?12? W, 244.41 feet; thence N 01 45?59? E, 396.71 feet to the POINT OF BEGINNING, containing 6.270 Acres (273,109 sq.ft.) more or less. cv PROPOSED RIGHT OF WAY DESCRIPTION _ A part of the SE1/4 of the NW1/4 of Section 9, T-1-N, R-13 W City of Little Rock, Pulaski County, Arkansas being more particularly described as follows. Commencing at the NW Corner of said SE1/4 of the NW1/4; thence S 88'14'01" E, along the North line of said SE1/4 of the NW1/4, 620,18 feet lh thence S 01'45'59" W, 396.71 feet; thence N 89'56'12" E 244.41 feet for the POINT OF BEGINNING; thence along a curve to the Iright having a radius of 50.00 feet a an arc length of 196.08 feet and a chord bearing and distance of S 67°42'55" E, I curve to the left having a radius of 25.00 feet an arc 92.49 length 6:NTER feet, thence a Ong of 18.69 feet and a a chord bearing and distance of S 23'12'S7" W, 18.26 feet EXECUTIVE --------------- DRIVE to the East Right of Way of Executive Center Court; thence along said East Right of _._ 60' RIGHT-OF-WAY Way N 01'47'57" E, 51.97 feet to the North Right of Way of Executive Center Court; thence along said North Right of Way S 89'56'12" W, 60.03 feet to the West Right of Way of Executive Center Court; thence along said West Right of Way S 01'47'57" W, 50.01 feet; thence along a curve to the left having a radius of 25.00 N 19'37'03" feet an arc W, 18.26 feet; length of 18.69 feet and to a chord bearing and distance of the right having a radius of 50.00 feet an arc length of thence 35.75 along a curve feet and a chord bearing and distance of N 20'32'56" W, 35.00 feet to the ® IL a IF N--m /! Mum ffr--% 0% '0% a ® POINT OF BEGINNING. Containing 0.117 Acres ( 5,074 sq. ft.) more or less. ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE o COPYRIGHT W 1998 FM SCALE 1" = 60" a M DRAWN BY CMC O CHECKED BY Q. LDK APPROVED BY : LDK O DATE V 9/03/98 Z 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 o GENERAL PARTNERSHIP N 11219 FINANCIAL CENTER PARKWAY, SUITE 300 > LITTLE ROCK, ARKANSAS 72211 w _ to Name Date of Execution ROBERT A. VOGEL - GENERAL PARTNER v' C Name � Q Date of Execution GUS BLASS II, GENERAL PARTNER OF 0)W CAPITAL PROPERTIES, LTD. A GENERAL PARTNER .r C O oo o V \ V Date of Execution Name CHESTER D. PHILLIPS, PRESIDENT PHILLIPS DEVELOPMENT CORPORATION �... GENERAL PARTNER O Z J 4) a L Source of Title: Instrument No. 95-34737 (Deed) z O O O Q W � N t ++ T W o U LLa �3 Basis of Bearing: State Plane Coordinate System (PAGIS) ' W LL z °' M OQcc Q� (L O oY J ° ",. O 5 a 0 cc r:W J /A c wool 1uii, vI W 4.2 �G\ STE/� Z ••..•••'••• Fo''% W w :• STATE A Q J LL Cl) NO. 1274 •: O w =0. �>-_ _ -rl W = J cn • �t �. � :•F4, Qom:' �' \ F-- F- ;�% U -, oti ••• ....•a w PROJECT N0. 60 30 0 60 120 98-136 GRAPHIC SCALE 1 = 60 SHEET No. - I 1-e' � �X7 F P