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HomeMy WebLinkAboutS-0440-B Map 1i D 0 a C) Z a W O 0 N a CERTIFICATE OF PRELIMINARY PLAT APPROVAL CERTIFICATE OF PRELIMINARY SURVEYING All requirements of the Little Rock ACCURACY Subdivision Rules and Regulations hereby certify that I, y y SURVEYOR'S CERTIFICATION relative to the preparation and this plat correctly represents a 1 submittal of a Preliminary Plat naving boundary survey made by me and all been fulfilled, approval of this plat is P monuments shown hereon actually exist Y The undersigned, B. Michael Watson, apes hereby certify on this 12th day of Aril, 1989 as follows: hereby granted, subject to furt'-ier and their location, size, type and provisions of said Rules and material are correctly shown. 1. This survey was made on the ground in accordance with the Regulations. This Certificate shall field notes shown hereon and correctly shows: Signed a. The boundaries and areas of the subject property and the location expire size, and type of buildings and improvements Date thereon and the distance therefrom to the nearest facing exterior property lines of the subject property; Signed Date of Execution Name, Registered b. The location of all rights -of -way, easements, restrictions and any other matters of record of which I Land Surveyor have knowledge of or have been advised, whether or not No. Arkansas of record, affecting the subject property; Date Of Execution Name, _, C. All abutting dedicated public streets or highways providing access to the subject property together with L.R. Planning the width and name Commission d. All other significant items onsubject property; gthe subjro 3 p p y; " 2. Except as shown on the survey, there are no: CERTIFICATE OF PRELIMINARY ENGINEERING a. Encroachments upon the subject property by improvements ACCURACY on adjacent property; b. Encroachments on adjacent property, streets or alleys by I, hereby certify that any improvements on the subjedt property; this plat correctly represents a plat C. Party walls; or made by me, and that engineering d. Conflicts or protrusions; requirements of the Little Rock 3. Adequate ingress to and egress from the subject property as Subdivision Rules and Regulations have provided by Arkansas Ili hwa No. 10 and Taylor Loop been complied with. Road,ated �ts6ofhwa which are pave a icpub�- 4 Y% Signed ned 50 0 50 4. R-2 zoning set -back lines are not shown on the subject property hereon; and SCALE 5. The subject property is not located within any "Flood Hazard Date of Execution Name, Registered Area" as defined by the Federal Insurance Administration Engineer, NO. pursuant to the Federal Flood Disaster Protection Act of Arkansas 1973, as amended, and any portion of the subject property located within a "Flood Plain Area" as also so defined is located as shown hereon. B. Michael Watson Registered Land Surveyor t957 State of Arkansas )) k1� � R/W MARKER � OF ARKANSAS STATE FOUND-aseo�\ HIGHWAY NO. 10 (601 STREET) \C (UNDER CONSTRUCTION)____ W REBAR �T �\ IJ_301 1I2 STREET VE ENT IMPROVEMENT FENCE CORNER C7 `- 3.8' SOUTH S %20 � 04 ` -- - IJ'� FOUND 112" BAR 6 ,�-, dB laps Ll CA 16. 4' ro_!3 REBAR SET S 80o1 70.3ci 60 1 ,1213'91 'r /2" REBAR FOUND -- E REZONING DESCRIPTION Part of the Northeast l/4 of the Northwest 1/4 of Section 19, T-2-N, R-13-W, Pulaski County, Arkansas, being more particularly described as follows: Starting at the Southeast corner of the Northeast 1/4 of the Northwest 1/4 of said Section 19; thence South 89019'04" West along the South line of said Northeast 1/4 Northwest 1/4 a distance of 304.40 feet to the POINT OF BEGINNING; thence continuing South 89019'04" West along said South line 569.51 feet; thence continuing along said South line South 89'16'57" West 116.09 feet; thence North 00037'29" West 678.21 feet to the South right-of-way line of Arkansas State Highway 10; thence along said South right-of-way 14ne the following four (4) courses and distances: 1) South 72004'53" East 276.68 feet; 2) South 80e15'26" East 117.25 feet; 3) North 86'20'42" East 109.80 feet; 4) North 79'08'36" East 213.91 feet; thence South 00031'03" West 143.10 feet; thence North 89'06'08" East 298.59 feet to the East line of said Northeast 1/4 Northwest 1/4; thence South 00011'37" East along said East line 89.64 feet; thence South 89'13'36" West 299.69 feet; thence South 00'31'03" West 380.18 feet to the POINT OF BEGINNING containing 10.185 acres, more or less. No Portion of the above described property is located within the 100 Year Flood Plain as shown on the Federal Emergency Management Agency Panel No. 050181 0001 D, dated August 5, 1985. 1 611 SIR$ M Q Q 0 3 a 0 00 0 _ 56 E N 86` 201 4211E 9iO$ 11.3' SOUTH . I FRANK BWH ITSECK o WEST OF LINE. RWMAKER ,2' 109.80 FRANK, L. WH ITBECK a 401 15UILIDING AN 17 FOUND 95' ",REBAR SET _ - - ~ � - PARKING SETBACK R/W MARKER-","'8.o' 25.4 - - _ - - : N-)_C 3 1-2 We fir(_ L40rp _ FOUND 12.0' Q - O O -ONE STORY FRAME 1401 1UILDING ANON - - '� --� / ' / + -- - ` - 13s' RETAIL SHOP PARKING SETBACK EXISTING EXISTING EDGE-� z / O - OF PAVEMENT _ 401 BUILDING m SETt3ACK � / I / N 890 0610811 E 298.59�� / 73 / I REBAR SET ONE STORY ROCK " s / \ m (V2"OPEN PIPE d FRAME HOUSE 0 \ FOUND 3.9' WEST) / P W - / , aqO VACANT ONE STORY / o Lil N - a� i ��. �`io Rl� FRAME BUILDING CQ , /if LDG. CORNER 2.3 / m �� �oR PLO \-NBARN2e.T� • ORTH OF PROP. LINE / F- \ �- ��-�D�1 �v REBAR SET �zls' 8'�108.5 RIGHT-OF-WAY DEDICATION DESCRIPTION Part of the Northeast 1/4 of the Northwest 1/4 of Section 19, T-2-14, R-13-W, Pulaski County, Arkansas, being more particularly described as follows: Co:mencing at the Southeast corner of the said Northeast 1/4 of the Northwest 114 of Section 19, T-2-N, R-13-W, thence North 00-11'-37" West 380.59 _feet to the POINT OF BEGINNING; thence South 89'-13'-36" West 49.68 feet, thence North 000-27'-22" East 89.55 feet;, thence North 890-06'-08" East 48.66 feet; thence South 00-11'-37" East 89.64 feet to the POINT OF BEGINNING, containing 4,405 square feet or 0.101 acres, more or less. (Part of West side of East Taylor Loop Road) AILROAD SPIKE FOUND �Qto- 1,742-er17 RAILROAD SPIKE FOUND 1___�(3.66' TO CENTERLINE OF TAYLOR LOOP ROAD) W NAIL a BOTTLE CAP FOUND m �00 - _�P-RAILROAD SPIKE PROPOSED o (3) FOUND R/W LINE OD O 2.5 4 20.00r 0 2.2 1 4� BLDG. CORNER 0.6' SOUTH 18 • 24� 0 2.5 O I I' Z \ �_ J- OF PROPERTY LINE a 7.4'I I , O SHED S 89 13 36 W 299.69 R "Z Q - -----1 -` --\ �_ j EAST OF PROPERTY LINE. 1 p 26.0 30, 1/2 STREETS T J 32a __ \ �\ 1 / \ I �� I � LOCK IMPROVEMENT C l.l► IE \ of �' BUILDING _ O �_ y r` J - -\ \ ` z WILL) M. LOLA M. PROPOSED R/W } cv, M DONALD I I tDED1CATI0N _ _ __THIS PLAT / -- LQT I cr� REBAR FOUND 0.5' 1`9--� 1'QT L \ / WEST OF LINE + ± 5.916 ACRES W I- C �4,269 ACRES 1 a / R-2 ( T Z�� \ m I'ROPOSEID P C D I OD 2 PH I LLI PS LL ° • 0 KATH RYN ALY 00 w -� 1 i of 1/4" REBAR -� } / ` w M FOUND \1 !10.185 \ AC R ES �i X X � REBAR F UND - - -� a �a ��� ,r \ V �, _� �_�to ° �� � � �� 00�o. 0 v1 PHILLIPS I/2" REBAR �� _ _ _� �� 'o i \ ? m� \ ATH RYN ALY FOUND �� �CD �\ O z a A , Cr REBAR FOUND a \ SUBbIVIS I ON MAY PHI LLI PS �CIOESTER PHILLIPS R-2 T- 2 SUBDIVISION MAY PH I L LI PS „ CHESTER PHILLIPS \ - U.J -_ � W I LLIAM H. E� VERNA L \ MG DONALD 0. 1/2" REBAR FOUND \ V �� ✓j� 1/4" REBAR REBAR SET I" OPEN PIPE OSSOUTH OF LINE FOUND 0. 1' 0/2"PINCHED FOUND 0.9 \� 1/2" REBAR FOUND"'1/2 REBAR \ NORTH OF PIPE FOUND NORTH OF REBAR SET 14.43' 1.56 NORTH) \ 0.2' NORTH OF PROP LINE FOUND \ \ OP. LINE PROP. LINE ���� A /� REBAR SET \ A 57.21' S8.91�65.79 106.11' �/ 19.0' 64.60_ 180.03 119..�3 REBAR SET 262.12' 23.95' 68. 21 ' .. T 1 11 T- I-T T- T T T T- T- 104.48-Tf T - -- 0 11 - IO UTILITY= EASEMENT=__-- _ _ o/ - -- - - /4"RE----------S89 16 57 W-- S89 19 04 W=----569.51 -----FOUilD ROBERTL WARREN, L BOSHEARS �` ' JONNS, PIERCE SIMON M. KENNEDY "RCP 4,/MARK S, MEADORS TEETPHON5 ING1/4" REB"EG „116.0 BENNETT HARMON LINEFouND POINT OF B��INNING SUZANNE AL P✓1ARY L c�,o 1�TRACY L. 5• NANCY I 1/4" BAR FOUND 1.72' NORTH OF LINE - 304.40' RAILROAD SPIKE FOUND CARL M. 8,t CHERYL A LOT 46 LOT 44 LOT 27 LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT I MILLS W E S T C E S T E R S U B D I V I S 1 0 N R-2 STEVEN R. RUSSELL JEFFREY G. BEMBEK ' INST #85-45459,487-31349 #66-12075 JENNIFER G. SUE WALLWORTH BEMBERG ---COTTON SPINDLE SET (4.68' TO CENTERLINE OF TAYLOR LOOP ROAD) e=c��+I-- �rz T�l1g - ��-T `•�� N�Nto �/Iur.1rTY Mp•Q No �� BASIS OF BEARINGS: NORTH LINE OF WESTCHESTER SUBDIVISION PHASE I, 11-A a IV. S. E. CORNER OF N. E. 1/4, N. W. 1/4, SECTION 19, T-2-N, R-13-W canner Robinson &Associates Architects -Engineers .VI Sortulzard P.O. Bar 3R77 Littk Rack AR 72203 3837 501/3755331 CO►YRIONT MAY?? 1969 MefNburger Tanner Robinson B Associates DRAWN BY d 9- S d n CHECKED my: APPROVED BY. SCALE: III = 501 I DATE: 5 - 22- 89 Q Lf �1 c� V Q z LO V -- QLU J YN Q 1L V Q_ j� � v W .ROACT NO. 288- 290 SHEET WO.