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Home My WebLink AboutS-0801-G Map 5DEVELOPMENT CONSULTANTS INCORPORATED CERTIFICATE OF SURVEYING ACCURACY l 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. I li NW CORNER SE 1 /4, NW 1 /4 Date of Execution LEE D. KENDRICK SECTION 9 Registered Professional Land T-1-N, R-13-W No. 1274 eyor Arkansas FOUND 1/2"REBAR N 88'14'01" W ,.,p N 88* '0 W 567.30' PROPOSED FUTURE \ 15' UTILITY EASEMENT 15' UTILITY EASEMENT J \ \ DEDICATED THIS PLAT PROPOSED FUTURE \ \ 15' SEWER EASEMENT ---,A" z LOT 9 LOT ±3.81 ACRES ±4.73 ACRES I 7.5' UTILITY EASEMENT PROPOSED N /DEDICATED THIS PLAT m wlm rn v I RIGHT OF WAY DEDICATION THIS PLAT - PROPOSED FUTURE 7.5' I DELTA 224'41'45" SEWER EASEMENT S 67'42'55" E T 121.62' R 50.00' L 196.08' CHORD 92.49' POB PROPOSED FUTURE ROW 15' UTILITY EASEMENT I I 7.5' UTILITY EASEMENT DEDICATIO DEDICATED THIS PLAT - - --- - N 31rarTg -vl - SET SET PAGIS MON.#- PAGIS MON. DELTA 40'58'15" N 20'32 56 W S 01'47'57" W 18 68' 50.01' POB� FOUND 1/2"REBAR STATE PLANE COORDINATES NORTHING EASTING 1 148209,61 Q5 1190527,8495 2 148192.1227 1191094.8814 3 147951.1623 1191088.7721 4 147843.9281 1 191 144.8439 5 147813.71 16 1191077.2858 6 147 600.3899 1191065.9176 7 147607.6878 1190833,5805 8 147761 .5091 1190838.4121 9 147778.2881 1190845.6091 10 147813.4713 1190860.0277 11 147813,3607 1190760.0 78 12 147600.3899 1191065.9176 13 147600.3899 1191065,9176 14 1191065.9176 T . R 50.00' L 35.75' CHORD 35.00' DELTA 4750*00" N 19'37'03" W T 9.81, R 25.00' L 18.69' CHORD 18.26' 25' BUILDING SETBACK Y a o m rn w '- z 0 m in N W 2 1 0 0 UP FOUND 1/2"REBAR �3. aj 15' UTILITY EASEMENT rn DEDICATED THIS PLAT DELTA 88'02'53" FOUND 1/2"REBAR T 48.32' R 50.00' L 76.84' S 44'05'14" E y CHORD 69.50' a� va 7.5' UTILITY EASEMENT \ DEDICATED THIS PLAT N 65854'09" E 74.01' \ FOUND 50' R 1/2"REBAR `-7.5' UTILITY EASEMENT I N 01'47'57" E i 51.97' DELTA 4750'00" I �-N 19837'03" W T 9.81' m R 25.00' L 18.69' co CID z CHORD 18.26' 4 N LOT 8 m 0 ACRES ±1.21 I 5' UTILITY EASEMENT - N 88'12'03" W 232.45' 232.45' Boundary Description 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. PICKETT 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, 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 14 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 1/4of the NW 1/a; thence S 88 14?01? E, along the North line of said SE 1/a 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/a 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, 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. 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 1 q in Plat Book , Page (Signed) Clerk 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. Date of Execution Date of Execution Date of Execution WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP 11219 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, ARKANSAS 72211 Name Name ROBERT A. VOGEL - GENERAL PARTNER GUS BLASS II, GENERAL PARTNER OF CAPITAL PROPERTIES, LTD. GENERAL PARTNER Name CHESTER D. PHILLIPS, PRESIDENT PHILLIPS DEVELOPMENT CORPORATION GENERAL PARTNER Source of Title: Instrument No. 95-34737 (Deed) Basis of Bearing: State Plane Coordinate System (PAGIS) Uj 'I PROPOSED RIGHT OF WAY DESCRIPTION ARKLA A part of the SE1/4 of the NW1/4 of Section 9, T-1-N, R-13-W, City of Little Rock, EASEMERr Apmvm _ Pulaski County, Arkansas being more particularly described as follows: EAsEMENtFtExJ Commencing at the NW Corner of said SE1/4 of the NW1/4; thence a►TE1 ..lw U S 88.14'01" E, along the North line of said SE1/4 of the NW1/4, 620.18 feet 10T + � Lar 2 1pr L thence S 01'45'59" W, 396.71 feet; thence N 89'56'12" E 244.41 feet for the 38 POINT OF BEGINNING; thence along a curve to the Iright having a radius of 50.00 feet MAP _RaGc DEFILE an arc length of 196.08 feet and a chord bearing and distance of S 67.42'55" E, WCKW 92.49 feet; thence along a curve to the left having a radius of 25.00 feet an arc =40 L w�A EXECUTIVE CENTER DRIVE length of 18.69 feet and a chord bearing and distance of S 23'12'57" W, 18.26 feet 60' RIGHT-OF-WAY i 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; ZNO ADDITIONAL EASEMENTS REQUIRED thence along said North Right of Way S 89'56'12" W, 60.03 feet to the West Right of ❑ ADDITIONAL :ASEMENTS ARE REQUIRED Way of Executive Center Court; thence along said West Right of Way S 01.47'57" W, ASSHOWN 50.01 feet; thence along a curve to the left having a radius of 25.00 feet an arc SY length of 18.69 feet and a chord bearing and distance of N 19'37'03" W, 18.26 feet; DATE: thence along a curve to the right having a radius of 50.00 feet an arc length of �� N L I A M � IA � r rN ro ` A , � � 0 I� m F 35.75 feet and a chord bearing and Acres (of N 20 q.f j' W, e or feet to the IIIO POINT OF BEGINNING. Containing 0.117 Acres 5,074 s ft. more or less. 0) rn _4 N LITTLE ROCK Y4 9ue IN 1 Ii 6 42e A A PLAN-: �r^r REQ DATE /\ _- a ® SWBT CO. O Eat=f!nt A.pprcved // J u I l l l l u / Easement RKuired T W \.\ "-, sTER''%,,, eat._ r 9- y�g :at.'**STATE OF''. --- W NO. 1274 •:O =0S •�_ L PA 1 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE 1998 SCALE 1" = 60' DRAWN BY CMC CHECKED BY LDK APPROVED BY LDK DATE: 9/03/9$ Y M N _O 0 a LU U(1) LLQ cc LL Z OY Ya O0 IN. W W F_ 3~ J 98-136 FP :�L