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HomeMy WebLinkAboutS-0801-G Map 3NW CORNER SE 1/4, NW 1/4 SECTION 9 T-1-N, R-13-W FOUND 1/2"REBAR FOUND S W14'01" E 1/2"REBAR 620.18 O S 88' 14'01 E PROPOSED FUTURE 15' UTILITY EASEMENT -I \ \ 15' UTILITY EASEMENTDEDICATED THIS PLAT PROPOSED FUTURE �a 15' SEWER EASEMENT ' SANITARY SEWER MANHOLE 1 LOT 9 LO` I ±5.06 ACRES ±� �� ACRES rn 5' UTILITY EASEMENT PROPOSED DEDICATED THIS PLAT SANITARY SEWER MANHOLE (ABANDONED) RIGHT OF WAY 1 DEDICATION THIS PLAT S DELTA 179'59'59" 25' BUILDING PROPOSED FUTURE 10' I N 89.56,12" E SET BACK SEWER EASEMENT R 157 0' L t 57.08' ICHORD 100.00' qPOB� PROPOSED FUTURE �° I ROW \ 15' UTILITY EASEMENT I I 7.5' UTILITY EASE ENT DEDICATIO SANITARY DEDICATED THIS P T MANHOLE SEWER\ I IH SEWER I SET PAGIS MON.# 2046-01 SPATE PLANE COORDINATES NO THING EASTING 1148209,6108 1190527.8495 2 148192.1227 1191094.8814 3 147951.1623 1191088.7721 4 147843.9281 1191144.8439 5 147813.7116 1 191077, 2858 6 147600.3899 1191065.9176 7 147607.6878 1190833.5805 8 1 147761.5091 1190 38.4121 91 14777 881 1190845.6091 10 147813.4713 1190860.0277 11 147813.3607 1190760.0278 12 147780.5905 1 190772.31 19 13 147763,3928 1 1190778.4417 14 117a 1 Z U901 1 1 191515.6202 SET PAGIS 7 I DELTA 44 ON.# 2046-01 0'5$'15` �'` N 20*32'SB" S 01'4T5; s T 50.8' 50.01 50 m R .000' L CHORD 35.00' DELTA 42'50'000 N 1 W37'03" W T 9.81' R 25.00, L 18.69' CHORD 18.26' FOUND 1/2"REBAR 13. IN 0 15' UTILITY EASEMENT N DEDICATED THIS PLAT FOUND f 1/2"REBAR A DELTA 44'41'45" S 22'17'05" W 7.5' UTILITY EASEMENT\ T 20.56' DEDICATED THIS PLAT \ R 50.00' FOUND L 39.00' > 1/2"REBAR \ CHORD 38.02' / i1 S 89T56'12" W r fR N$ m � m Go m c Cn s 0 nw c rn P I� a x q � m o Z 19 FOUND I al 0 1 /2"REBAR (� o I LI.I 0 MMAANHAa� SEWER 0 to (41 N I EXECUTIVE 60' RIGHT-OF-WAY 217.26 - SEWER \-7.5' UTILITY EASEMENT 01.47'57" E 51.97' DELTA 42'50'00" --- S 23'12'57" W 31 T 9.81' R 25.00' I L 18.69' A CHORD 18.26' t01 LOT 8 N 1 ±1.21 ACRES I 5' UTILITY EASEMENT 1 N 88012'03" W © 232.45' FINAL PLAT OF WESTROCK OFFICE ADDITION LOTS 8 & 9 FOUND 1/2"REBAR S 65'54'09" W 74.01' R OLE 12 LOT CpC}T THIS PLAT LOT 5 10::BA LOT LOT 11 7 .G. LOT 4 LOT O LOT 2 LOT 1 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 MARK E. RIGKETT , 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. RICKETY 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 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 SE 1/4 of the NW 1/4; thence S 88'14'01" E, along the North line of said SE % of the NW 1/4, 620.18 feet for the POINT OF BEGINNING, thence continue along said North line of said SE 1/4 of the NW 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. 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. e�oT, o �j9d' Date of Execut on L.R. Planning 11 Commission CERTIFICATE, 06ING This document, number filed for record 19?, in Plot Book F Page LE, (Signed) CAROLYN STALEY,C4CUit County Clerk & Reearder I` 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 11219 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, ARKANSAS 72211 4-1 -98 Name Date of Execution ROBERT A. VOGEL - GENERAt PARTNER GI-g-`a Name Date of Execution GUS BLASS 11, GENERAL PARTNER OF CAPITAL PROPERTIES, LTD. GENERAL PARTNER Q "q -oj� Name a&?Nd a Iti. 34�f' Date of Execution CHESTER D. PHVILIPS, 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 STE %. STATE OF" ? RKAN A ::�; 1 'a- C`t l' �C C� SIGNA70ItE' L PANS '1/011111000\ FINAL PLAT Mn,0 30 0 60 120 BY: Si,L GRAPHIC SCALE 1 60 BATE. . p. DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE ® COPYRIGHT W 1998 SCALE QDRAWN 1"60' BY CMC Q CHECKED BY a LDK APPROVED BY ® LDK V DATE 9/03/98 z z 0 o Q � 'n C W Y _I V/ Q ® 0 0 O P y ® z� ..1 4) a t wY Z 0 0 IIX r 0 ^ W °. Q d 0 0 V Z V LL Q ` W ''S W V. Z C M ®a Q '' �Q aZ ® 00 dF .J O 0 c �/ Vii W C 4.2 LI.I W z z ® .J LL to L.i F f- w � U ~ w Lu a v=i PROJECT N0. 98-136 SHEET NO. saw- F(o I so-( -