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HomeMy WebLinkAboutS-0969 Map 7CERTIFICATE 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: ```,•�'ur'TA�Date of Execution B. Michail Registered Lando Surveyor •••.•• No. 957, Arkansas • eL\TF Or •' • .95� }� WINROCK DEVELOPMENT ELOPMENT COMPANY ILP-4EL `. C4 t�L LANn. ,"'#or'uatar°ta I FOUND ARKANSAS GEOLOGICAL COMMISSION ALUMINUM MONUMENT - F T-2-N 36 31 S 87 39'38' E / T-1-N 535.90' W 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. z-9:5 Date of Execution 4. T/ a '►►►► ARKS AS � * • rR � PROFEST.SERED ENGIN � i • >ti+ ►0 i �No.4043 ►► �FS LOWD��1//► 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 hall expire Signed: Signed: Wes Lowder Date of Execution Litt e Rock Registered Engineer Pla ing Commission No. 4943. Arkansas t 5 OWNER CHENAL COMMERCIAL PARTNERSHIP 100 MORGAN KEEGAN DRIVE SUITE 120 LITTLE ROCK, ARKANSAS SOURCE OF TITLE: 94-46302 PROPERTY DESCRIPTION Part of the North I!2 of the Northwest 114 of Section 6, Township 1 Nortl:, ;tinge 13 West, in the City of little Rock. Pulaski County, Arkansas, being more particularly .ie bed as follows Starting at the Northwest coma of the sold North 1/2 of the Northwest 114 of Stains 6, T- IN, R-13-W; tlarnee South 87`3938' Eau along the North lire of the said Session 6 a- diehoce of 535.90foct to the POIAif OF BEGINNING; thence comimnutg along tie Maid North line of Section 6, South 87'39'38• East 1,969.74 feet to the Northam eooar at aid Northwest 1/4 of Samson 6; thence South 01•23'47' East 635.97 feet to the Notch fight -of - way line of Chem) Parkway (R1W width varies); theacc along the said North right-of-way line of Chenal Parkway the following oia (9) courses and distances: I) thence along a rnrve to the left having a radius of 724.07, fen, a delta angle bP 17000'38• ad a chord bearing, South 66611'02• West 214.18 feet; 2) thence South 57.40'43• West 264.00 bet: 3) Weace along a curve to the right having a radius of 904.93 feet, a delta angle of 40144*44' and a chord bearing South 78.03'06- West 630.06 fat; 4) thence North 75.32.58- Wes 94.59 .eet; S)18eose North 71'25'25• West 130.31 feet; 6) them North 71.54'42' West 61.81 fed; 7) fierce North 67.16'17• West 500.00 feet; 8) theme North 58.44'26" Weat 101.12 100 50 0 100 200 1'=100' / 1 feet; ad 9) them North 73' 57' l9• West 130.07 feet; thence North 02'22' 19' Pas 708.86 WINROCK DEVELOPMENT COMPANY fee InSm POMOFBEGINNING, containing 40 347 actzs, more or less (2) 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 T OF BEGINNING"� l� 1 I COMPANY % J 1 -FOUND 3/8" REBAR ° I r �H-d• $ H9 38"E _ / 6.01 _ _.._..�.�, ����� / Gio =33.31 CFS. I 1 CURB` `r _ > CUT \,` \.� • • ..,..,8�- -FOUND CRIMPED TOP 1l� PIPE NE COR, NWf/4, SEC. 6 �: I - _ � � -- INE \ 110' AP6L EASEMEN i - ELATE POWER LINES ', (BOOK 92-, PAG 565) Cu- I .:; -( - - - - - - - BAPTIST HIGHLAND VALLEY ti I MEDICAL UNITED METHODIST `�'N :•.::r I - - - - - - - - CHURCH r^ra•••• / (yI 508, 9s4 SO. �FT I a]'.:::`:.::%:.;'SYSTEMS (LITTLE ROCK DISTRICT �/'o; .501 ACRES± I FUTURE T ET',, I D�� I �I :�s :::. ?�_ 1 I CONSTRUCTIONS �N BOARD OF MISSIONS AND z 87' / CHURCH EXTENSION, INC.) Q�• �ti`""':•;:=�:.. I 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' " r 1 M w r a VICINITY MAP SCALE: 1' 3000' i ® -THE DSGN MEBLBURGER DR D.E.G. A.w.• -mpw..•-aw.•r•n CHK W.A.S. 201 Sth Ixare 0 UHI• Rock, AR 72201 0501/375-5331 APVD O W.A.S. • • .i}^ rile:, ., I '•, � ICD 25' BUILDING LINE 5.062 ACRES± .,.. (D WI O y tl �`�� U� \ ZONED 0-3 / � /� \ �m \ S 07 ' 11 29" (,; i:.;':.'r N rn 11 ' 29"�E �:, 345 CV .-n• I �- _ __��, { 'RO RT . of 157 . 0 "?:``` ti.:? ltT PflOPUSED LOT 2 :.;,; :: FUTURE 4'- MI / (/ 532, 452 S0 . F T . i !� \ = 32 '53. SIDEWALK ��.--- = ` 1 ` d 5' UTILITY EASEMENT ICA, 042 SO.� FT. ' ► ''%l:i .>� �` - �j 12.223 ACRES \ �fT= 111. 1 ! , �i f �: .� // / r AND BUILDING LINE \ cu'm 2.369 ACRES± I ( ` Try ZONED/ MF-iB R= 37 2 �/; \ IN ZONED 0-3 ` , I I•:::a t:g:. l `\ --_� N /( 6.23" I 3 rr �' `-� of \ S 09'� 54' 16� ( �R:;-: ":""� CURB N \ O I- �`r�/ t C= 21 7 //p _ PROPERTY LINE. R/W CURVE DATA 15' UTILITY EASEMENT Z'--�80. 95 ' (CHORD) J -{;; ( O ' \ •� _\ Z \ 7 f _ -`�,- J ''-+" I ^ d= 15 31 33 AND BUILDING LINE $ 87 ' // / Q T= 98.71' 37 ' 1 4 2i:::`": f -'J % / R= 724 7 . . 44_W 4.47' a 1?` '".) ( N 07' ii I o �5915 3 Op ,��.� so,- - _ \ , OU C= 195.61' \� �•, WATER ENTERLINE 0Ft 3 ' L _ 9 /Jf S 16 11' 42" W , - "/� 1 _ `INE EASEMENT �. - RAW WATER LINE PROPERTY A=1.57 AC. N 13 28' 54 ttt ` l _ _ _ TY -R w CURVE DATA 46'/ 0 ! 5, _ - _ ) ` i PRO E LINE / C R E D Q G10 =7 . 47 CFS . ml�-p 106. 64•'/(CHO ) Q 07. 03`( OHC RD}� 8 J ` - `\ _ -7 _ r( I �` o d= 89'59'54" 2 to 220. 96' N 92 ° 09' «'-' _ I.- .. fn R= 30,00' �. \ 53 W. L 46.60 N STREET UN ? 7M �a L ,E 425.89 ' (y . PROPERTY LINE-R/W CURVE DATA(D • I 111, 208 S0. FT. CONSTR TIOTF, 2. 553 ACRES± ` d= 50 .04' 49" �` ` ,-) J ' OI I iZONED/0-3 % / Y N - W CURVEDATA O R= 376.72 S 57 07' 36 W / yi kJ�t{pRDS L°3_T Z: ` 125' BUILDING LINE d= 12'34' 40" ,,.-.. i L- 329.28' 318.90' �M,. \ =N 76' 0__ 15" W �._ 104.14 \ c- 31e.90' _ 42.05 (CHORD) 2_ b� 66 1 4' 8 �-- 5' BUILDING LINE \ 45 00' \ `�- ' ' " f 0' ( r ` -55, 16' (C RD) / L= 4s � _ `� } 43 Io W p. --- . ,� --- _-7`\� ' FOHMO 3/8" REBAR N 73' S7' 19" o- 7 o3�PRaPDSED LOT 6-, \�` - - N 19' 46' 11" E 593.262--DSO. FT. C P �Po�ty PEJZPE-rLJA•L � - POINT OF C,IQr-JIKJc� 130.07' \ 13.619 _ ACRES± ' IN REST / EC,(ZE� GASEi1EtJ • RIB CU 227. 67 ' ZONED C-2 � � ` I a2 Ems}' f EC�R r I:A� MENT -� <.�u 'r a . 24' CULVERT T N 58 44' 26" W ,J " �� \ \\ .'41' Wit' `14. G �' - a 101. 12' `- / 23 \45' 03 W\ JoP Y /-__W CURV T \ A=2.44 AC. O``� \�� (�I- G10 =9.22 CFS. 55. 10' (CHORDT �7 N 67 ' 16' 17" W 3, d= 87 •02.28' 7 ?Q�Q�%SEt� Grp M H. I ` 73.04' \ _� T-,37.99' �� PJ�III�i�tNta LIhT i� e5 `5 66' 55' 34" W R=140.01' ` N 67' 16' 17" W N 7• 16' 17" W 258.79' L�60.76- till"- � 1 `� 'O5'OI'. 7.94t 195.61' (CHORD) ( C=. 5 10' i II 25' BUILDING LINE 168. 16' a ��� BuhOING LINE f / 1-- �N 58 25' 16" E PROPERTY LINE-R/W CURVE DATA © - i \ 18 , 76 ' (CHORD) © d- 58.25' 16" PROPERTY LItvE,- Ww�Y� rinrAQ N 71 ' 54 ' 42 " PROPERT I�F-B W CURVE Di(TA @ 0� Q ' N 32* 05 ' 01 " W T= 9. 38' " y �_ d= 40'44'4 �- �CNOF1 / i _-- R" 724.07' = I j' 11 38 U 6 1 . 81 ' T" 336. 0! / /' - \ 7 . 69 ' L- 18. 76' T`47 88 4' WIDE SIDEWALK f 2 �\ `l\ R- 904-R fj30.9ro RON PIN / ---� C= 18.76' R= ^�Iln.72' U R pm L= 643.54 W, • �-N 57' 40' 43" E 24" CULVERT �i 06 i A=249. 37 AC. \ �\ afTEN C= 630,06' a 03 /�- �� ,� �roN F�� S 7s - Gio =371 . 33 CFS . 100.59 ' A�dN,38 AC. SE _ _ pvN�� L 7' x4 Box CULVERT \� � i 12 47' r- C W 42.51 G = 14. Co i ` MENT r Gio =15 52 CFS. -- _ _ - ---� --� � %C� � 0 \ (Gr+GkC�� ]4 �apE(zTY L I W E - R/N 6UF-VE PACTA �.Z1�25 71 25= W SET-�j� PIN p S 51 4063,41'' 43" W �- IToII,�„ 130�.��'1' �---24- CULVERT] 1ON T= 5(0. 95 _ N 75 ° 32 8" ..1"1 20'RUNOFF ° PROPETz-rYLIt-JE - R/W 6-UP-Vf- DATA 14 ATI A=4. 75 AC. - - - - - ------ 94.5 DETENTION a , PLANNING APPROVED R- ico, z 1� EASEMENT Gic =8. 10 CFS. A = 113 . 05 T: 30. 12' Gueg GuT To GonlFc gm To 1 F_ ?�O. OQ HE,,JAL.. FAiLIG-WAY GGNM , L. 47 25 t "GF=IVEWAY �QUIRE.ME.h1'(`J -� N0. 1 DATE RE'✓ISIOf, G'3C M�Q OQ DOC�MG`i)C,CJ4� VERZFY SCALE 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 AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. 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 CHENAL COMMERCIAL PARK LITTLE ROCK, ARKANSAS SHEET DATE 7-31-95 PROD 294-213 NO.