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HomeMy WebLinkAboutS-0969 Map 4E 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 hae been duly filed for record in the offices of the State Surveyor and the Pulaski County Circuit Clerk. Signed: ce'a 9 "..iiT'.,.'�Date of Execution Registered Lando Surveyor �.%%�•••.. '�.� No. 957, Arkansas =0 - «r o }= WINROCK DEVELOPMENT COMPANY ��'� q L LAB .�•'. '�''attnntsNsa� f� FOUND ARKANSAS GEOLOGICAL COMMISSION ALUMINUM MONUME 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. ,9_z-9�5 Date of Execution ARKS AS REGISTERED PROFESS ENGI NN,443 S LOVI "J$tt CERTIFICATE 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: Wes Lowder Date of Execution Registered Engineer No. 4943, Arkansas NT F EBARS (2) T-2-N 36 31 'POINT OF BEGINNING" S 87' 39'38" E 535.90' T-1-N 1 6 •- FOUND 3/8" REBAR ° / •� \ 4.1-Y" ut� ail I j i ���� �z . `C29„ I 284 59' I f1C HIGHLAND VALLEY N' UNITED METHODIST CLl � I CHURCH�, NI�- 98,430 SO. )FT (LITTLE ROCK DISTRICT _��: I � Q° " 2.260 ACRESt,% BOARD OF MISSIONS AND -' 1' ED, -3, CHURCH EXTENSION, INC.) 6 w_ `� ( 0 PROPERTY LINE-R/W CURVE DATA d- 05.25'36" T- 40.52' R- 855.00' L- 80.98' C- 80.95' PROPERTY LINE-R/W CURVE DATA 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' M VICINITY MAP SCALE: 1' 3000' Signed: Little Rock Planning Commission 1 5 OWNER CHENAL COMMERCIAL PARTNERSHIP 100 MORGAN KEEGAN DRIVE SMITE 120 LITTLE ROCK, ARKANSAS SOURCE OF TITLE: 94-46302 PROPERTY DESCRIPTION Part of the North 12 of the Northwest 1/4 of Section 6, Township 1 North, Range 13 West, in the City of Little Rock, Pulaski County, Arkansas, being more particularly described as follows: Starting at the Northwest corner of the said North 12 of the Northwest 1/4 of Section 6, T- IN, R-13-W; theme South Sr!9'38' East along the North line of the said Section 6 a- dism of 535SOfect to the POINT OF BEGINNING; theme continuing along the said North line of Section 6, South M9'38' Fast 1,969.74 feet to the Northeast corner of said Northwest I/4 of Section 6; theme South 01•23'47' East 635.87 feet to the North right-of- way line of Chenal Parkway (R/W width varies); thence along the said North nghtof--way line of Cheod Partway the following nine (9) courses and distances: 1) theme along a -curve to the left having a radius of 724.07, feet, a delta angle of 17.00.38" and a chord bearing South 66'11'02• West 214.18 fat; 2) theme South 57.40'43" West 264.00 feet; 3) thence along a a w to the right having a radius of 904.93 feet, a delta angle of 4(r44'44" and a chord bearing South 78.03'06' West 630.06 fat; 4) theme North 75.32'S8" West 94.59 feet; 5) theme North 71.25'25' West 130.31 fat; 6) thence North 71.54'42" West 61.81 fat; 7) theme North 67.16'17" West 500.00 fat; 8) theme North 58.44'26' West 101.12 le 100 50 0 100 200 1'=100' WINROCK DEVELOPMENT COMPANY feet; and 9) thence North 73.57' 19" West 130.07 feet; theme North 02022' 18" East 708.86 fat to the POINT OF BEGINNING, containing 40.347 acres, more or less. A=179.24AC. A=22.25 AC. A=7.40 AC. I WINROCK Gio = 1 .5 CFS Gio =78. 19 CFS. Gio =29.73 CFS. DEVELOPMENT COMPANY 9 3811� �.) � - �.. �_� A=8. 41 AC �I � 6.01 •• .r.... - -••- •-.._.._..,..._ �� ---- j`/ : Oso =33.31 CFS. CURB / 905.00' - i' CUT / TOP m 110, AP6 ��-PIPEDNERCOREDNWI/4 SEC 6 BAPTIST MEDICAL - •, SYSTEMS CO Lill I Lill m �\ S' 07 ' 119 , = ;;;'i:;:_?' i N 0 i 29 "�E \345 / / ( \�� ( / ��� I PROPOSE LOT 2 II1.99 #r":"'`;>a l �. PROPERTY LINE-R W CURVE 90 .; FUTURE 4' WI 532, 452 SO. FT. = 32'53 ` ii4, ' f'`` SIDEMALK n 12.223 ACRESt T= < + 15' UTILITY EASEMENT 576 S0. FT. 1�,i M' f ,.:f}:; \ AND BUILDING LINE 2.630 ACRESt I -. ;. ZONED MF-1 R= 37 321 " 1 / ^k .' I ZONED 0-3 I � � 1 '' �� � � � C 6. 23" o I S 09 "1 54' 16'"' ° "F CURB C- 21 7 I 3 PROPERTY LINE-R/W CURVE DATA Q N ' I .. 0�' Z j-� I ^ d= 15'31'33" 15' UTILITY EASEMENT Z I 80.95 1 (CHORD) f .;';.:;:t 12 -l� AND BUILDING LINE if S Q% ' I t _ T= 98.7f' 1 _ 37' 44_W1 4 4.47' I . `........::� 1 N 07• \" ( i \ Rill / ► 11 9 SS � .� _ ' % ' - M L= 195.21 ' ��59 15j lJ 3.p0,��� Sec----_ I CU c= 195.61' �' ) 1J �., , WATER - - \ ENTERLINE'O 39'� < I S 16 11' 42' W N 13 • 2B 54" 1 1 -LINE EASEMENT _ RAW WATER LINE' / \, _' PROPERTY LINE-R/W CURVE DATA 2 Gio =7.47CCF5• wl- �106.64'/(CHO ) Q / 07,03'--(CHORD © \ `�- � - /J I O d= 89'59'54" 0 �• S 19 ' 46 ' 1 " / - 5s' T= 29.4e' 220.96' / /4 "+� N B2 • 09 ' S • • - - - -Zz\_ �_ - R= 30.00' N: PROPOSED LOT 3/ / TREET UN sF c L"E S- 425, Qri . irs - 1 -' � L C= 42.05' t`+ i / PROPERTY LINE-R/W CURVE DATA 3 " ~ . I I 111, 2oa So. FT. 'CONSTR TIO d= 50 '04' 49" •. o(�: I 2.553 //'ACRESf S 57 • 07'' 36" W i�Q 5 I ZONED 0-3 / / P Y N - W u v D R= 376.72' - �_ 318. 90' 1 MH� •• � \ -N 76 •0 -__�i5" W CZ: 25 BUILOING'LINE ,{ d= 12.34-40" Ps S 66 • 14 B / , g5' BUILDING LINE 145,00' 42• 05' (CHORD) 2, SED 55, 16 ' (CH RD) / / \ L= 45 lJ'44a 4� 1 f� W i0 % � I -� � y \ - i � FOlikb 3/8" REBAR N 73' S7' 19" / C= 7 03' 593, 262 fl. FT. R�P051=EP PEfz�E jt1AL >n � �� i r Polr\lT O p,Ecalt.lN l t�l ��C N 19 46' 11 E 13 619 �acREst N �' �< NGRESTf1=GRr � EASE 1EtJT 130.07' ' N 580 44' 26" W 101. 12' '�- N 67 " 1F' 17" W 73.04 ' N 67' 16' 17" W 168.16' PROPERTY LINE- n/W GL._rAT_A� d: 17• II'38" T` 47• 4' NIDE SIDEWALK R= 31re.72' L< G= -14.fo9, PRoPE:fkTY L I IJ EE - R-1 ICJ GUR.vE PA TA d= 1T011,'55" R= 3Tc�• 72' A-- 113,05� G = 112. (05 NE DOWER LINES _ - - - L EASEMEN (BOOK 923, PAGE 565) .FUTURE SE'1\ CONSTRUCTION\l \220, A82 SO, FT! 25' BUILDING LINE 062 ACRESt U 1///��� ZONED 0-3 �B Cu 227, 67' ZONED C-2 _ ° 24" CULVERT 1�>A=2. 44 AC.-il3' 4 5 ' 03-R W (&1IiOti55.10'(CHORD��OP RTY CURV D TA7�SEMN. Oio =9.22 CFS. d- 87 '0228" _ �o T='37.01' ` 13t11L1�I� UNE." i� v5 S 66' 55' 34" W \ R- 60.78' 1' t- / 195.61 ' (CHORD) 1 N 7 16 17 W 258.79 L= so.10, q �' \ �32 d5 OI 7.94 �� Q C 55.10' _� J; 25' BUILDING LINE 5' BUILDING LINE �/ ' N 58' 25' 16" E PROPERTY LINE-R/W CURVE DATA \ ) i 18.76 ' (CHORD) (0 d= 58.25' 16" N 71 " 54 ' 42 " �y� o R -R W CU D� �\ of 6 N 32 " 05 ' 01 " W T= 9.38 R= 724.07 ' d= 4)•44'4g, il i _-61.81T= 336.Q5' g7.69, = 18. 76' ROC= 18. 76' R= 934. 93�3 L= 643.54 AC.\N 57' 40' 43" E%4' ERT rill 630. 06400 59'0 03, _Q A-'- ,38 AC. Gio =15 5c 2 CFS. ,)?5" W -SET IRON -PIN lil_ L N 75" 32?58" "`- I-20'RUNOFF 4 59DETENTION EASEMENT dup-E, GuT 'jo CotJFclzM To CHE>JAL- PAR 1c. WAY GvNM , 'I�[=1VEWAY 1�QUIRE.M�N"�'� 24" CULVERT] P A=4.75 AC. 010 =B.10 CFS. Oio =371 . 33 CFS. - 7'x4' BOX CULVERT 512' 47' SI" W 42,51' (LHoizU� 14 \�S 51 " 40 ' 43 " W 163.41' PROPERTY LINE - F-1W LU9VE DATA 14 d= 10-14' 1(0" T° tZ = 30, oo' L" 47. 25 t ,REVISED LOT I AND LOT 2a MAY 10a 1999 ® - THE MEHLBURGER FIRM w•�•••-•-•-aur••r•+AND DSGN aC M�3C OQ DOC�MGJC Ly]4�3 THE PLANS AND SPECIFICATIONS INCORPORATED HEREIN, AS A PRODUCT OF DESIGN SERVICES, IS THE PROPERTY OF THE MEHLBURGER FIRM IS NOT TO BE USED IN ANY OTHER DESIGN WITHOUT EXPRESS WRITTEN PERMISSION. THE MEHLBURGER FIRM- VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING. 0 - 1" IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. REVISED PRELIMINARY PLAT PART OF N 1 /2 OF NW 1 /4, SEC. 6r T-1-N, R-13-W LITTLE ROCK, PULASKI COUNTY ARKANSAS t C H E NAL C 0 M M ER C IAL PAR K LITTLE ROCK ARKANSAS SHEET DR D.E.G. DWG No. CHK W.A.S. DATE 7-31-95 APVD W.A.S. NO. DATE REVISION BY APVD PR 294-213 201 South Izard o LRtI• Rock, AR 77.201 ° 501/375-5331 0 C It