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HomeMy WebLinkAboutS-00801-F Map 1S 01027'09' W 241.04' DEVELOPMENT CONSULTANTS INCORPORATED Nffi9`5ffi°12�� 264A 7 END PHASE II R AD CONSTRUCTION Ic tu L T 1 01 PRO�LOO�ED RES z ITURE M eo 15' SEWER EASEMENT w A T �a 26tS* 0 LOT 14 ±1.20 ACRES PROPOSED - FUTURE P CURVE DATA T 25.00 FT R25.00FT� L 39.27 FT 25' BUILDING SETSACK N 46047'57' E 35,36' 202.2' O a U3 LL M O � _ z� W U 0 (� W o W I - rn O U o LU a WI S88.12'03"E ,4 '345.00' v2!Ra Z CON. MON. PAGIS /2046-0141 --W 0 v6" 3iALCING SETSIACK A cn-t5 SEVvER EA:,.EMENT rh j X T 3 CON. MON. -0140 O PAGIS #2046LM PL k T BCC "� E , A("3`E 1 0 LOT 1E LOT L gT r 12 Y THIS PLA o LOT LOT LOT 5 13 8.:::., 8A .1 •, LOT > 1 14 a3 ;:::':3 & - LOT 4 I LL OT LOTI LOT 2 I LOT 1 VICINITY MAP - WESTROCK OFFICE ADDITION t ■ =I: , I i ■, f RI S 27.35'1T E 121.00' NE CORNER SE 1/4, NW 1/4 SECTION 9 T-1-N R-13-W i� BOUNDARY DESCRIPTION (Total Platted Area) Being a Replat of a part of Lot 6B Westrock Office Addition and Part of the Southeast PROPOSED 1/4 of the Northwest 1/4 of Section 9, T-1-N, R-13-W, Little Rock, Pulaski County, 7.5' UTILITY EASEMENT Arkansas, more particularly described as follows: 6 ;D • .>1 Commencing at the NE Corner of the SE 1/4 of the NW 1/4 of said Section 9; SANA�tM A10 thence N 88.14'01" W, 165.81 feet to a found 1/2" rebar; thence S 01.27'09" W, ,Apti 241.04 feet to a found 1/2" rebar; thence S 27.36'17" E, 121.00 feet to a found 1/2" 61,67° rebar; thence S 65054'10" W, 74.01 feet; thence S 03"03'02" W, 213,68 feet to a �----- - set 1/2" rebar for the POINT OF BEGINNING; thence continuing S 03*03*02" W, 240.00 feet -- �^ to a found 1/2" rebar on the North Right of Way of Executive Center Drive; thence along -^gam the North Right of Way of Executive Center Drive N 88'12'03" W, 202.21 feet to a set 1/2" 237.2' T rebar; thence Continuing along the North Right of Way of Executive Center Drive N 88'12'03" W, o ( 110.00 feet to a set 1/2" rebar; thence on a curve to the Left having a Radius of 25.00 feet, an g: Arc Length of 39.27 feet and a Chord that Bears N 46°47'57" E, 35,36 feet to a set 1/2" rebar 7.51 UTILITY EASEMENT on the West Right of Way of Executive Center Court; thence along the West Right of Way of Executive Center Court N 01047'57" E, 418.91 feet to a set 1/2" rebar; thence leaving the West Right of Way of Executive Center Court N 89.56'12" E, 60.00 feet to a set 1/2" rebar on the East Right of Way of Executive Center Court; thence along the East Right of Way of Executive Center Court S 01.47'57" W, 205.92 feet to a set 1/2" rebar; thence leaving the the East Right of Way of Executive Center Court S 88.12'03" E, 232,45 feet to the POINT OF BEGINNING, containing 1.883 Acres (82,022 sq.ft.) more or less. CID o RIGHT OF WAY DEDICATION DESCRIPTION m A7 0 LOT 3 N I Io Being a Replat of a part of Lot 66 Westrock Office Addition and Part of the Southeast g 1/4 of the Northwest 1/4 of Section 9, T-1-N, R-13-W, Little Rock, Pulaski County, ±1,13 ACRES (aArkansas, more particularly described as follows: PROPOSED -FUTURE 60' Right of Way to be Dedicated this Plat S 88.12'03E' 232,45' t 0 0 '�Lo LOT 7 ±1.26 ACRES F CURVE DATA T 25.00 FT R 25.00 FT / L 39.27 FT m S 43.12'03" E 35.36 25' BUILDING SETBACK W B. 202.21' OF WAY DEDICATION EXECUTIVE CENTER DRIVE 60' RIGHT-OF-WAY 147,2W V2't Commencing at the NE Corner of the SE 1/4 of the NW 1/4 of said Section 9; thence N 88°14'01" W, 165.81 feet to a found 1/2" rebar; thence S 01927'09" W, 241.04 feet to a found 1/2" rebar; thence S 27°36'17" E, 121.00 feet to a found 1/2" rebar; thence S 65°54'10" W, 74.01 feet; thence S 03.03'02" W, 213.68 feet to a set 1/2" rebar; thence continuing S 03.03'02" W, 240,00 feet to a found 1/2' rebar on the North Right of Way of Executive Center Drive; thence along the North Right of Way of Executive Center Drive N 88°12'03" W, 202.21 feet to a set 1/2" reber for the POINT OF BEGINNING; thence Continuing along the North Right of Way of Executive Center Drive N 88.12'03" W, 110.00 feet to a set 1/2" rebar, thence on a curve to the Left having a Radius of 25,00 feet, an Arc Length of 39.27 'feet and a Chord that Bears N 46°47'57" E, 35.36 feet to a set 1/2" rebar on the West Right of Way of Executeve Center Court; thence along the West Right of Way of Executive Center Court N 01`47'57' E. 418.91 feet to a set 1/2" 4 rebar; thence leaving the West Right of Way of Executive Center Court N 89.56'12" E, 60.00 feet to a set 1/2" rebar on the East Right of Way of Executive Center Court; thence along the East Right of Way of Executive Center Court S 01.47'57' W, 205.92 feet to a set 1/2" P.O.B. rebar; thence continuing along the East Right of Way of Executive Center Court S 01.47'57" W, 214.94 feet to a set 1/2" rebar; thence on a curve to the left having a Radius of 25.00 feet, an Arc Length of 39.27 feet that Bears S 43°12'03" E, 35.36 feet to the POINT OF BEGINNING, containing 0.621 Acres (27,059 sq.ft.) more or less. LOT 6A WESTROCK OFFICE ADDITION FLAT BOOK E PAGE 557 b (13 O o O t"� N I) 0 �10' UTILITY EASEMENT t 5' f 5' 3®12'03"W RIGHT FOGHWAIIF B7ARRIVEN$EMENT IN ANSff.747W 72762 62 24' 4 _. AS EMEr� L O 0�¢' 2 PLAT BOOK E PACE 544 STATE PLANE COORDINATES ® NORTHING EASTING 1 147319.5372 1190451.6336 2 14688 0.94 57 1190436.9597 3 147607.6878 1190833.5805 4 147600.3899 1191065,9176 5 147360.6728 11910 53.142 7 6 147367.0212 119 0851. 0332 7 147392,7938 1190826.8304 PROJECT INFORMATION: OWNER/DEVELOPER: WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP c/o DAVID JONES 11219 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, ARKANSAS 72211 SOURCE OF TITLE: INSTRUMENT NUMBER 95-34737 ENGINEER/ SURVEYOR: DEVELOPMENT CONSULTANTS INCORPORATED 2200 NORTH RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, AR 72211 NEW STREET: ±445 LINEAR FEET - EXECUTIVE CENTER COURT LAND AREA: ±1.883 ACRES (ORIGINAL GROSS AREA) CURRENT ZONING: 0-3, GENERAL OFFICE DISTRICT LOTS: 1 LOT TOTAL = ±1.26 ACRES SOURCE OF WATER SUPPLY: CITY OF LITTLE ROCK MUNICIPAL WATER WORKS SEWAGE DISPOSAL' CITY OF LITTLE ROCK WASTE WATER UTILITY 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 w th. ZZ 1599 Date of Execution LEE D. KEND ICK Registered Professional Land Surveyor No. 1274 Arkansas CERTIFICATE OF ENGINEERING ACCURACY 1, MARK E. RICKETY , 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. MARK E. RICKETT ate of Execution Registered Professional Engineer No. 9116 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. (� Januay�j 28,1998 �atrhl Date of Execution L.R. Planning Commission CERTIFICATE OF RECORDING This document,,n�m2h P077543 filed for recprd J-�3y 1/ e d in Plat Book Page �� 7 (Signed) � �lJLI Clerk f , aR 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 DATEP NOVEMBER 3, 1993. DATE�yp8 lllIIITTTTTT LEE D. KENLNICK AR PLS NO. 1274 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 I-2L-99 Name Date of Execution ROBERT A. VOGEL - GENERAL PARTNER CAPITAL PROPERTIES, LLC an Arkansas limited liability company, General P ner Name Date of Execution GUS BLAST. Member PHILLIPS DEVELOPMENT CORPORATION, an Arkansas corporation, General PartnerName CLSL��U' of xecution CHESTER D. PHILLIPS, PRESOENTT Source of Title; Instrument No. 95-34737 (Deed) r,\ STEREO,,, 41T O,N� S ••'�� r- -.; . nc.l-,.- �q�nILANO FINA As BY: 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK, ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE Q COPYRIGHT W 1998 SCALE 1" = 40" DRAWN BY TAS ® CHECKED BY: APPROVED BY: LDK O DATE 01/22/98 Z w O � F J LL O z LL 0 = 0 0 N U U w F N Z z a w J 0. wc W rn Q w z 0 Uj 0 0 o d f o �Z GD Q N c, N N N 0 v - Z U z O O O W Z - > > > as aCc F 0 V, o '0 ® .O W U �Q o a' y +•.Y "00 Z w QIX O01000 V y/ �iSIMON .+ o_j Q � O . W- ta °i � t 3Q� W 4)� H c� �, Z Ow z Q t :L N Jar UW z a0 W �Y Y a as c ai 14 0 O o0 0a 34 J oC0 mNy W v/ LV Q ~' Uj N z W '' '- Y Q J LLOZQ J w I- J t- F � W O w a co PROJECT NO. 97-164 SHEET NO. LAT � Z _yz, FP-1 Precision Ratio = 1 : 17,273