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HomeMy WebLinkAboutS-0969 Map 11', CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I. Michael Watson. hereby certify that this plat correctly represents a boundary survey made by me and all monuments shown hereon actually exist and their location, size, type and material are correctly shown and the survey of this property has been duly filed for record in the offices of the State Surveyor and the Pulaski County Circuit Clerk. Signed: 8 z 9 t�Z Date of Execution RegiWatson Michael stered LandSurveyor qQ . '., No. 957, Arkansas 11 ' 'gfA"IE OF.. , O:: Aitf:A4(•6PiS g� } Ct WINROCK DEVELOPMENT COMPANY T-2-N -AI �I b FOUND ARKANSAS GEOLOGICAL COMMISSION ALUMINUM MONUMENT S 87. 39-38" E --FOUND 3/8" REBAR I I :I FQtJ4 POINT O CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I. Wes Lowder, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. .�e --1_ - 95 Date of Execution saa,i 10. OO � 11 o► {{O ARKANAIAS { If • • ig REGISTERED PROFESS! Is ENGIN FI * sit I* { 4 ,4N0:4043 { { '�I� { LDW�� 111 OF BEGINNING 4- 9 - HIGHLAND VALLEY / M - UNITED METHODIST CU CHURCH �1 1U6f.964 SO. )FT O! \ `_[ (LITTLE ROCK DISTRICT _� I -2.501_- ACRES± BOARD OF MISSIONS AND CHURCH EXTENSION,INC.) I 44-�--�-•• ��• PROPERTY LINE-R/W CURVE DATA d- 05'25'36" T= 40.52' R= 855.00' L= 80.98' C- BO.95' PROPERTY LINE-R/W CURVE DATA Q d= -07'09 03" T= 53.42' R= 855.00' L= 106.71' C= 106.64' PROPERTY LINE-R/W CURVE DATA d=87'02' 13" T= 38.03' R= 40.05' L= 60.84• C= 55.16' VICINITY MAP SCALE: 1' 3000' THE i[EHLBURGER ` FIRM 1201 SouN Izord 0 LRUe Rock, AR 72201 0 507 /375-5331 S' 07 ii 29�i ��'Oi\PROPOSED LOT P 157. 0' \ NISI 104. 042 SQ, FT. l \\A 2.309 ACRES± . ZONED 0-3 o ( I S 0954'16' I \ SS' UTILITY EASEMENT Z• 80.95 ' (CHORD) \ ' , 1 AND BUILDING LINE li' S 870 37' 44- WI 4 4.47. a I S 16' 11' 42" W A=1.57 AC. a 106.64' (CHO ) Q Gio =7.47 CFS. .CK)I- ,+.00 \ S 190 46 ' 1" 220.96 ' N: PROPOSED LOT 3/ . I 111, 208 SO. FT. fU• 2.553 // ACRES± of I / ZONED7 0-3 25'JBUILDING LINE/ 66. 14 ' �58 � ' `16. (C RD) N 7357' 19" 130.07'-- N 58' 44' 26" W -J 101.12'- N 67' 16' 17" W 73.04'- N 67' 16' 17" W 168. 16' -- -/ F90PERTY LINE=rR/w-�i d= 17• II 36 4' WIDE SIDEWALK T_47 S, 'K= 7Z' L = '15, 04' G = `14. (v `1' DSGN DR D.E.G. CHK W.A.S. APVD W A.S. �zvpEfzTY LItJE - iZ/W ,URVE DA,"(AC4) 56" T- 5(0 9F t R= 3Tc�.Tz' ,A : I13.09' G = 112. f03 NO. I DATE REVISION 1 fl r. 3 CERTIF CATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a Preliminary Plat have been fulfilled, approval of this plat is hereby granted, subject to further provisions of said Rules and Regulations. This certificate shall expire Signed: r Wes Lowder Date of Execution Registered Engineer No. 4943. Arkansas Signed Planning Commission OWNER CHENAL COMMERCIAL PARTNERSHIP 100 MORGAN KEEGAN DRIVE SUITE 120 LITTLE ROCK. ARKANSAS SOURCE OF TITLE: 94-46302 PROPERTY DESCRIPTION Put of the North lf2 of the Northwest 114 of Section 6, Township I North, Range 13 West, in the City of little Rock, Pulaski County, Arkansas, being more particularly described as follows Starting at the Northwest cormr of the said North 1/2 of the Northwest 114 of Section 6, T- I-N, R-13-W; theme South 873938" East along the North line of the said Section 6 a distance of 53590feet to the POINT OF BEGBYNING; thence continuing along the said North line of Section 6, South 87.39'38• Eaa 1,969.74 foe( to the Northeast comer of said Northam 114 of Soction 6; thence South 01'23'47' East 635.87 feet to the North riglnaf" way line of Chenal Parkway (R/W width varies); thence along the said North rightof-way, line of Chenal Parkway the following nim (9) courses and distances: 1) thence along a auve to the Left having a radius of 724.(Y7' feet, a delta angle Nof 17000'38' and a chord bearing, South 66.11'02' Wm 214.18 feet; 2) thence South 57.40'43' Wm 264.00 feet; 3) there along a carve to the right having a radius of 904.93 feet, a delta angle of 4(.44'44" and a chord hearing South 78403'06• Wen 630.06 fat; 4) the= North 75.32'58' Wm 94.59 ,eel; 5) thence North 71'25'25' Wm 130.31 feet; 6) thence North 71.54'42• Wm 61.81 feet; 7) thence North 67•l6'17' Wm 5W.00 feet; 8) thence North 58.44'26• Wm 101.12 fed and 9) the North 73. 57' 19' Wm 130 07 fat; thence North 02.22' 18" Eau 708.86 100 50 0 100 200 1'=100' WINROCK DEVELOPMENT COMPANY fat to the POINT OF BEGBVNBJG, moniniog 40.347 urea, more of less. A=179.24AC. , A=22.25 AC. A=7.40 AC. I WINROCK J Q10 =�l .5 CFS Qio =78. 19 CFS. Qio =29.73 CFS. : DEVELOPMENT I COMPANY `' l V 6.01 Qio =33.31 CPS. CURB ! .��� 905 . 00 ' '�_� -r l • -- _6 FOUND CRIMPED TOP CUT �`- In \ PIPE NE CDR, NWi/4, SEC. 6 110' '-���%:� f*1 \� AP&L EASEMEN "`' _ = ENTE INE POWER LINES �• �'. - (BOOK 923, PAGE 565) MEDICAL-- BAPTIST - - - - '5:`�I' I -- - -r--- - --- - -`�- SYSTEMS _, FUTURE 1\ / I I::#:• I I CONSTRUCTIONCO 1 I 220, 482 SO. FT' I "'n•" 1 BUILDING LINES b.062 ACRES*10 CU U� e I �ZONED� N\ 29 "�E�\ \�_.� / -� R RT - W . / .... FUTt E 4' MI ( 532, 452 ; S0. FT.� n -/+i= 32 •53_'- j I 4 .'•'y`';�: x ` 1 r= t' t A T BUILDINGELINEENT Oi0O11Y.K \ � _ N isc^.223 ACRES* �.___i� 1... 1 � r � � BUILDING r :t ZONED% MF-i I R= 37 N i C= 217 PROPERTY LINE-R/W CURVE DATA O1 .23 1 CURB % �� \'` O �` \- �� ( I ! - -d= 15'31' 33" ::. Q 1, �� `� Z/ \ 1 ��%��. f T= 98. 71' : . I N 07�59115 S�3' nil ��• � 50' WATER L _ -- ENTER LINE ( 39•_ Cu C= 195. 61' 1J I EASEMENT -�� PROPERTY LINE-R/W CURVE DATA 2� �' "! EMENi - RAM WATER LINE' � ti N 13' 28 �541 1 -~-�� - ' - -- f� 2p7.03' (CHORD © -�' - } \ , �I - - _ l � Tll ll� T= 29. 48 �..�: _ 5 - - a _ _ 53 R 4 �'., �- - 1 - -.` j-`-_�•. - -- - - C- 42.05 L lE25. 89 STREET UN ' IPs = - =�= PROPERTY LINE-R/W CURVE DATA 03 CONSTR TIOW d= 50'04'49" 8'H T= 175.99' S 57' 07' 36" W f HoTZP� / Y N - W URV DATAO R= 376.72 318.90 L= 329.28'' 3 M" - N 76' 0' 15" W ` \d= 12'34'40" ( C= 318.90• •Q`, - 42.05' (CHORD) 2� �- 25' BUILDING LINE \ 45.00'� j �4443 10 W ?op. CA? >��.�i --�\i - OIdMD 3/8" REBAR .45 L- 70 593, 262 -- SRO . FT . PiZDP05Ep )"sF2T�£ TtJA L ti \ i ,. ;�-N i9e 46' li" E \` \, •� ING,2ES�/�G2��S EAS�MEIJT �� 13\227.67-.619 ACRE IfJ�a2E�ifECalzE7�� EANEhiT=ar i of 24• CULVERT ZONED C-2 \ ,` gG ' 41 pl' 114. 6.1 --� tP5 RB 23' 45' 03" W-�`\\����� \. �, (4-1 tea' 010 =9.22 CFS. P 0 -R W CURVE T O7 �2opl��ET� G�i / II•h. ` 55. \' (CHORDT�7 d= ,87'02' 28" E / � � � 'p>�llL-tale L \ 5 66' 55' 34" W f T=:37.99' / iP`• R= 40.01' `,, ' ' " ' 195. 61 ' (CHORD) 1 N 7' 16' 17" W 258.79' L=! 60.78• ---> ` \ \} / \ 25' BUILDING LINE / i c� 55.10' _ � �--N 58' 25' 16" E PROPERTY LINE-R/W CURVE DATA \ S' BUILDING ,LINE l i ! d- 58 •25' 16" j 1 . 18. 76 ' (CHORD) \ \ N 71 ' S4 ' 42" yPROPERTY-' _ - ' r� F1D1 Q / _ ----- \ N 320 05 ' 01 " W R- 724.07 d= 40'44'4 - `\i� i - 7.69' / --rr C= 18. 76' w 61 81' a= 904 93�/// " 630'06/��j/ L RON PIN f-` �N 57' 40' 43" E C ---24" CULVERT RU`F�--- L= 643.54 / / 06 �/i / A=249.37 AC.� 100.59' c= 630. 06 1$ OS . 2tA�t Qio -371 . 33 CFS . 4 51 `A�,38 AC. Qio =15 5r 2 CFS. - 13 25" W N EAS SET I _PIN - 24" CULVERT] N 75' 32 -58" W 20'RUNOFF 9�• DETENTION A=4.75 AC. - - J EASEMENT Qio =8.10 CFS. GufLI3 Gu'( '(o CcN1Fo(zM To ` CHfv-lAL P4R.Ic I.IAY CDNM , •G�IVEWAY �QUIR6ME.IJ'(`0� VERIFY $CAL<E G�3Qd�3Q OQ DOC�NJC:]G[;14�3 BAR IS ONE INCH ON THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. HEREIN, AS A PRODUCT OF DESIGN SERVICES, 0 - 1. IS THE PROPERTY OF THE MEHLBURGER FIRM F NOT ONE INCH ON AND IS NOT TO BE USED IN ANY OTHER DESIGN THIS SHEET, ADJUST WITHOUT EXPRESS WRITTEN PERMISSION. SCALES ACCORDINGLY. BY APVD _ THE MEHLBURGER FIRM L 7'x4' BOX CULVERT REVISED PRELIMINARY PLAT PART OF N 1 /2 OF NW 1 /4, SEC. 6, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS �12 -t7 SI W 2. (LH0reC;)) 3 S 51 ' 40' 430 W 163.41' PRoPEP,-TY LItJE - R/W GURU£ DATA L= 4726 CHE:NAL COMMERCIAL PARK LITTLE ROCK, ARKANSAS SHEET DATE 7-31-95 PROD 294-213 NO. I Me C L UTTLEROCKPLA�NlNG COM�111JJ;0, APPhG�E( DAiE••