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Home My WebLink AboutS-0801-G Map 4DEVELOPMENT CONSULTANTS INCORPORATED FOUND 1/2"REBAR NW CORNER SE 1 /4, NW 1 /4 SECTION 9 T-1-14, R-13-W POB S 88'14'01" E l FOUND S t�„� 1/2"REBAR 62W.18 O S 88'14'01" E PROPOSED FUTURE 15' UTILITY EASEMENT J \ \' L 15, UTILITY EASEMENT \ \ DEDICATED THIS PLAT PROPOSED FUTURE \� 15' SEWER EASEMENT _-,,"\ \ 1 SANITARY SEWER MANHOLE s LO--� i +4.73 ACRES aq 5' UTILITY EASEMENT tra1� DEDICATED IM13 PLAT SANITARY SEWER MANHOLE (ABANDONED) RIGHT OF WAY DEDICATION THIS PLAT - o� DELTA 179'59'59" PROPOSED FUTURE 10' N 89*56'12" E SEWER EASEMENT R 50.00' ° L 157.08' II CHORD 100.00' I PROPOSED FUTURE POB Im I ROW 5 15' UTILITY EASEMENT I 7.DEDICATED EASE ENT DEDICATIO ATED THIS P T SANITARY SEWER SANITARY SEWER MANHOLE MANHOLE _24-441 SET PAGIS SET PAGIS MON.# 2046-0197 DELTA 40'58'15' " 4, ON.# 2046-01 41 N 20'32'56'° S 0147'57" W T 18.68° 50.01' R 50.00' ( L 35.75' i CHORD 35.00' STATE PLANE COORDINATES NORTHING EASMIG i148209,6108 1190527.8495 2 148192.1227 1191094.8814 3 147951.1623 1 191088, 7721 4 147843.9281 1191144.8439 5 147813.7116 1191077.2858 6 147600.3899 1191065.9176 71 147607.6878 1190833.5805 8 147761,5091 1190838,4121 9 14777 881 1190845.6091 10 147813,4713 11908.60.0277 11 147813,3607 1190760.0278 12 147780.5905 1 190772.31 19 13 147763, 3928 1190778.4417 14 lIZ813,020 1 1191515. 02 DELTA 42'50'00' N 1 W37'03" W T 9.81' R 25.00' L 18°69° CHORD 18.26' LOT 9 �y I �. 1p ±S ACRE N �a l o PROPOSED 15' UTILITY EASEMENT DEDICATED THIS PLAT--] I FOUND 1/2"REBAR 25' BUILDING SETBACK \ N DELTA 44'41'45" S 22'17'05" W 7.5' UTILITY EASEMENT\ \ T 20.56' DEDICATED THIS PLAT \ R 50.00' FOUND L 39.00' 1/2"REBAR c ' ,CHORD 38.02' S 89"56' 12" W FOUND 1/2"REBAR z fuT1 13 bi u� m c (A 6 0) I to m n r` In Im °- m q to o Z 3 FOUND Ltd® 1/2"REBAR W MANHOLE 0X SANITARY SEWER 0 to 4 rn N EXECUTIVE 60' RIGHT-OF-WAY J 217.26 SEWER \ `-7.5' UTILITY EASEMENT 01047'57" E 51.97' DELTA 42'50'00" �- S 2S12'57" W $I T 9.81' R 25.00' ap L 18.69° ®I CHORD 188_26' Mi �I N LOT ±1.21 ACRES 5' UTILITY EASEMENT -I ,_� N 88-12.03" W 232.45' WESTROCK LOTS 8 & 9 S 65'54'09" W 74.01' SEWER MANHOLE FOUND 1/2"REBAR IN VICINITY MAP - WESTROCK OFFICE ADDITION CERTIFICATE OF SURVEYING ACCURACY I, 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 wi Date of Execution LEE D. KENDRICK Registered Professional Land Surveyor No. 1274 Arkansas CERTIFICATE OF ENGINEERING ACCURACY I, MARK E. RICKETT , 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 E. RICKETT Registered Professional 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 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 -and regulations. to Date of Execut on L.R. Planning Commission CERTIFICM& 06 ING This document, number filed for rec-qrd 1.9L11,!; in Plat Book J�: , Page (Sianed) CAROLYN vTALEY,PCreuit OeuntV Clerk & ReCordof 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. +ram s. -=Nam*a- -- A WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP 11219 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, ARKANSAS 72211 A port of Lot 6B Westrock Office Addition, filed for record Instrument No. 96-47123, and a part of the SE % of the NW '< 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 SE 1/4 of the NW 1/; thence S 88°14'01" E, along the North line of said SE % of the NW '/, 620.18 feet for the POINT OF BEGINNING, thence continue along said North line of said SE 1/a of the NW 1/4 S 88'14'01" E, 567.30 feet; thence S 01' 27'09" W, 241.04 feet; thence S 27'36'17" E, 121.01 feet; thence S 65' 54'09" W, 74.01 feet; thence S 03'03'02" W, 213.68 feet; thence N 88' 12'03' W, 232.45 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, 153.96 feet; thence continue along said East Right of Way, N 01'47'57" E, 51.97 feet; thence S 89*56*12" W, 60,00 feet to the West Right of Way of Executive Center Court; thence S 01'47'57" W, along said West Right of Way, 50.01 feet; thence along a curve to the left having a radius of 25.00 feet, an arc length of 18.69 feet and a chord bearing and distance of N 19'37'03" W, 18.26 feet; thence along a curve to the right having a radius of 50.00 feet, an arc length of 35.75 feet and a chord bearing and distance of N 20'32'56" W, 35.00 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 6.291 Acres (274,015 sq.ft.) more or less. 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 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 right having a radius of 50.00 feet an arc length of 157.08 feet and a chord bearing and distance of N 89'56'12" E, 100.00 feet; thence continue along a curve to the right having a radius of 50.00 feet an arc length of 39.00 feet and a chord bearing and distance of S 22'17'05" W, 38.02 feet; thence along a curve to the left having a radius of 25.00 feet an arc length of 18.69 feet and a chord bearing and distance of S 23'12'57" W, 18.26 feet to the East Right of Way of Executive Center Court; thence along said East Right of 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, 60.00 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 feet an arc length of 18.69 feet and a chord bearing and distance of N 19'37'03" W, 18.26 feet; thence along a curve to the right having a radius of 50.00 feet an arc length of 35.75 feet and a chord bearing and distance of N 20'32'56" W, 35.00 feet to the POINT OF BEGINNING, Containing 0.117 Acres ( 5,074 sq. ft.) more or less. 9 - 9 - 9 8 Name / Date Of Execution ROBERT A. VOGEL - NE PARTNER Name Date of Execution GUS BLASS II, GENERAL PARTNER OF CAPITAL PROPERTIES, LTD. GENERAL PARTNER 9 of �l Name dh, -A _ Date of Execution CHESTER D. PH LIPS, PRESIDENT PHILLIPS DEVELOPMENT CORPORATION GENERAL PARTNER Source of Title: Instrument No. 95-34737 (Deed) Basis of Bearing: State Plane Coordinate System (PAGIS) Error of Closure: 1:41,000 ��astaaa:,,,es ,2►°° SAL 0,C70% FINAL PLAT 60 30 0 60 120 A i e BY: pv-- GRAPHIC SCALE 1 = 6 DATE: W 2 an O mi Uj 2200 NO. RODNEY PARHAM RD. I SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE 1 " = 60' CMC BY LDK ui R C eo Y 06 c� 7 O � U W ® Z mi 4) 0. Z O ® d� J t O ®.I W 0 a O tj �+ U. Q LL Z Q' M pa a� �Q a2 OU JF = ..� J C oc W z 0 3 _! LL tI1 • SM_4?WWW(: W