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HomeMy WebLinkAboutS-0969 Map 1IN d 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: "2- ;;�_e Date of Execution B. ichel Registered Wtso Land Surveyor No. 957, Arkansas "STATE OE''•, WINROCK DEVELOPMENT COMPANY 01AL LANo,,;���, FOUND ARKANSAS GEOLOGICAL COMMISSION ALUMINUM MONUMENT II T-2-N T-1-nI V 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. chi '"Z - 9n Date of Execution ar/;1 A T 1 0� ARKA_ N AS t REGISTERED PROFESS {' ENGIN ° No' 4943 rZ.}.��5 WQ�►1► OWNER CHENAL COMMERCIAL PARTNERSHIP 100 MORGAN KEEGAN DRIVE SUITE 120 LITTLE ROCK, ARKANSAS SOURCE OF TITLE: 94-46302 PROPERTY DESCRIPTION Part of the North 1R of the Northwest 1/4 of Section 6, Township I North, Range I l Wes, in the City of L&k Rack, Pulaski County, Arkansas, hetrig more pami lady descni <,' as follows: Stating at the Northam caner of the said North 1/2 of the Northwest 1/4 of Section 6, T 1-N, R-13-W; d- South BTi9'38' Saar along Wetdorth line of the said Section 6 a' disc wee of 5M 6at so do POMT O► lRG114AR 4G; Weave coating Yon` the said floss Y et Sealaa s. lhti WWW OO I".74 )tat a Ws JiesWeast eosar of said Norbert 1/4 of Sattioo 6; thence Sou& 0IM'47" Fist 635.97 feet to the North righCEF way line of Cla nd Podemy OM waft vaass); theme along the said Nash rigbaat-sty late at 0m1 Pak.W the Gallo eg mine (9) soaves and Aftnoa: 1) 6, Yong toarve to the left having a radius of 724.07 feet, a delta a lle lot' 1760018" and a chord haring, South 66*11'02' Wert 214.18 feet; 2) thence South 57 /0'43' Wen 264.00 feet; 3) Wean along a curve to the right having a radius of 904.93 feet. a delta angle of 40'44'44" and a chord bearing South 78'03'06- West 630.06 foot; 4) it--- North 75 32'58• West 94.59 :net; 5) thence North 71.25'25- Wet 130.31 feet; 6) thence Net& 71.54'42' West 61.81 :set; 7) thence North 67.16'17- West 500.00 feet; 8) tisanes North 58.44'26• West 101.12 text; and 9) the North 13.57'19WM 1WO, tea; heave Nash 0222'III • E IMM O r' WINROCK D 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: Signed: Wes Lowder Date of Execution Registered Engineer No. 4943, Arkansas Planning uommission "I010 50 0 100 200 MENNEN 1'=100' '00 E V E L 0 P M E N T COMPANY feet to the POINT OF SFiGINNING, costtsang 40- 347 aaa, stage or ban. A=22.25 AC. A=7.40 AC. WINROCK A=179.24AC. 010 =29.73 CFS. DEVELOPMENT F EBARS c21 pin = 1 .5 CFS Oso =78. 19 CFS. ' POINT OF BEGINNING"' //% I 1 I COMPANY S 87' 39'38' E 535 g0 � 1 . t-UUNU 3/8" REBAR � .9 38"E - -.._. - - - �../��J�9. 4 � % �� \ ��' - r----�//j I A=8.41 AC. I I I 6.oi - -!._ ..-..-.. �..- - __`- --`_, j �' 0io =33. 31 CFS. 905. 00 '�J -: / FOUND CRIMPED TOP PIPE NE COR, NWI/4, SEC. 6 m: I - :::; :::: t m 110 ' AP&L EASEMEN �+ E KIP S POWER LINE S �', (BOOK 923, PAGE 565) - BAPTIST MEDICAL HIGHLAND VALLEY N � '`''•���%��` I \ _ _ SYSTEMS UNITED METHODIST CHURCH / - - - - - f08.964 SQ./FT I ::': ,.;:FUTURE T / _ (LITTLE ROCK DISTRICT _�o1 --2.501� ACRESt I 1( f': :::: ` I I CONSTRUCTION1 I \` r^--------- BOARD OF MISSIONS AND z � Y�EDA��( I f .. ` :' ....J CHURCH �.87. .�" W \i>•i f f "'7 % ^ - EXTENSION, INC.) I - -.. 44444� l I ..,...::; ;:: I I \ 50 FTi rI m PROPERTY LINE-R/W CURVE DATA d= _'5'25 3E' 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 A6' M? VICINITY MAP SCALE: 1' 3000' 220, 482 , Y Ki I 25' BUILDING LINE 5.062 ACRES± f i i to \ WI� O / y 1 ZONED 0 < m \' l S 07 ' 11 9" ` I :- >.:......'� � N 0 It 29' E �345 1 _�) % � /�i ` i fa 157,. 0' �":;;"`'=r: �� FUTURE 4' wI � f 532, 452 SQ. FT.( = 32 •53' / _ PROPOSED LOT 2 �� _ l SIDEWALK n I / / 15' BUILDING EASEMENT •� .: - 12. 223 ACRES± T= 11 I. 1 / _ �1 I`- `_ I� 104.042 Sfl.\ FT. 11�::•:: ID f AND BUILDING LINE fr) 2. 389 ACRES± t ZONED 0-3 ` ::•:. :.... Ham. ` �`-tV ` -`� C= 21 . 27 ! 3 f]1 1 .,rY ) ` \ o �' i I PROPERTY aLINs -R/3 CURVE DATA Q1 of S 09 54' i6 I 1 (• _:� r �. I j � Z � / t` 15' UTILITY EASEMENT Z• I 80.95' (CHORD) 114:t':,.r.":� I �\� �.� �/ ! Q T= 98.71• \\ \ 25 w I R= 724. 07' AND BUILDING LINE S 8] ' t t I ��" ' - .. 37 . .. W I 4CCC4, 47 ' 1 = : - 1 I N 07 ' 11 ' $�� , % N 6 L= 196. 21' / / l 1 �59.15 j $3 So _ - ' - - f 1 21 '/ (CHORD)-& N C= 195.61' l \_ ) \ �, WATER LIB- - _ ENTERLINE 0 3 ! �` I S 16 ' 11 ' 42" W / N 13 " 28' S4"�E EASEMENT - - RAN WATER INE . PROPERTY -R W U V DATA O A=1 . 57 AC. 106. 64 ' (CHO ) `-� - - - 44 43 10' O d= 89'59'54" 010 =7. 4 i CFS. �I / © 207.03'-(CHORD `- ss' --- - 60. 00 �- I T= 29.48' � S 19' 46 1 / / '� N 82 •-..«:.. -- _ - - _-�Cn R= 30.00' cvI 220.96 �-. _. \. -` 09 53" 4' -- - - - - - - L 46.60' G N. PROPOSED LOT 3/ STREET UN PROPERTY LINE-R/W CURVE DATA 3 - - . I 111, zoB sad FT. CONSTR TIO - - 2. 553 ACRES± d= 50 •04.49' • � �� T= 175.99' S 57 ' 07'�36" W '•� _ � � �� " OI / ZONED' 0-3 / / PR Y N - W URV DATA O R= 376.72� 318. 90 - Q3 N 76 • 20�15' W �. Z: 25' BUILDING LINE d= 12.34'40• L= 329.28' I / 104. 14' C= 318.90'-� �- \ \ 42.05 ' (CHORD) �I 66 14' 8 �`-- 5' BUILDING LINE 45.0016 D). PROPOSED VENT E�DRIVE' `� F0llidb 3/8" REBAR :•. 2 N 73' 57' 19" 60'R W ��� L= 45 / c= 7 03 593. 262 O. FT. :•..;•:..... „. N 19 46 ' 11 " E S 40 41 ' 01 E' .....:;;�� y _ 130.07'-- _ \ \227 67' 13.619 ACRES± :„::•::.. s - --24 CULVERT ZONED C-2 94\ ' (CHORD) Q4 N 58' 44' 26" W J \ \ • a 101. 12' �-- / 23' \45' 03" W'' /�� S 32 05 01 E 7 94' ':`;,:' A� 2_442AC CFS. Oo=9. 2 55. 10 ' (CHORD �� TY - W CURVE T `,PROP RTY LINE-R/W CURVE DATA z5' �i >: - N 67 • 16' 17" W d= 87 '02' 28" \ BUILDING / `'yt:?'{i r r= 37. 99' \� a= 17 11. 38• LINE i S 660 55 ' 34 " W -� T=\47.88 J 195.61 ' (CHORD) 73.04' ' R- 40.01' i I� N 7 ' 16' 17" W 258. 79' L 60.78- q�; R= 316.72' N 67 • 16' 17" W C 55.10' �� L= 95.04' 25' BUILDING LINE / �� 168. 16 ' -J/ A BUILDING INE C= 94 69• N 58' 25' 16" E PROPERTY LINE-R/W CURVE DATA 0 i 18. 76' (CHORD) © d= 9.38' 16" �N 71' S4' 42" PR o R d= W.-B40 4 CURVE6 CNOHOI 6 N 32' 05' 01" W a- 724.07' n 61 . 81 ' T= 336. OS' 06 _ � � / - 7 . 69 ' L= 18. 76' 4' WIDE SIDEWALK---' 2'R� - R= 904.93 / " 63� ' - 'F ^N `--- N 57 ' 40 ' 43" E c= 1e.76' 24- r.ULYER? NOFF'-- _ L- 6E �i30.54 p6 ��� P•( A=249.37 AC. 100.59' oNTroN\ c= 630.06' �$• 03 PrC� Oio=371.33 CFy.` \, PROPERTY LINE-R/W CURVE DATA 5� A'� 38 AC . `` E4SfNr=-! _ �_ _ --%`� Np�. P O�N�I "x4' Box CULVERT `S 12 ' 47 ' S 1 " W d= 90'14' 16" Gso =15 52 CFS. _ - - - _ - �' CN W%�S� 0 �42.51 ' (CHORD) 0 a= 3a. oo' l S 57 40' 43" W L= 47.25' ' 5' , 25" W `SE R PIN °a. 4" c ERr 163. 41 ' C= 42.51' - N 75. 32`5B" Vi 20'RUNOFF ° � 94.59� DETENTION A=4.75 AC. - EASEMENT Olo =8 . 10 CFS. DSGN VERIFY SCALE SHEET ' TM BAR IS ONE INCH ON REVISED PRELIMINARY PLAT ][EHLBURGER DR THE PLANS AND SPECIFICATIONS INCORPORATED ORIGINAL DRAWING. DWG Y D.E.G. HEREIN, AS A PRODUCT OF DESIGN SERVICES, D PART OF N1/2 OF NW1/4, SEC. 6, CHENAL COMMERCIAL PARK NO. IS THE PROPERTY OF THE MEHLBURGER FIRM T-1 -N, R-13-W LITTLE ROCK, DATE 7-31 - 95 4 a_ •-,_, ��o CHK W.A.S. AND IS NOT TO BE USED IN ANY OTHER DESIGN IF NOT ONE INCH ON WITHOUT EXPRESS WRITTEN PERMISSION. THIS SHEET, ADJUST PULASKI COUNTY, ARKANSAS LITTLE ROCK, ARKANSAS PROD 201 Sawn lmard 0 Ua1• Rack, AR 72201 0501/375-5331 APVD W A.S. NO. DATE REVISION BY APVD THE MEHLBURGER FIRM SCALES ACCORDINGLY. NO Z94-213 A .30 C D