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Home My WebLink AboutS-0440-B Map 40 0 N a 0 2 e W 0 0 ti a i 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 having been fulfilled, approval of this plat is hereby granted, subject to furtler provisions of said Rules and Regulations. This Certificate shall expire Date Date of Execution R/W MARKER FOUND 3580� 4/ Signed Name, L.R. Planning Commission REBAR FENCE CORNER 3.8' SOUTH CERTIFICATE OF PRELIMINARY SURVEYING ACURACY I, hereby certify that this plat correctly represents a balndary survey made by me and all monuments shown hereon actually exist and their location, size, type and material are correctly shown. Signed Date of Execution Name, Registered Land Surveyor No. _, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, 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. Signed Date of Execution Name, Registered Engineer, No. _ Arkansas OF ARKANSAS STATE HIGHWAY NO. 10 (60' STREET) (UNDER CONSTRUCTION)—W___ C "% ft% SURVEYOR'S CERTIFICATION The undersigned, B. Michael Watson, does hereby certify on this 12th day of April, 1989 as follows: 1. This survey was made on the ground in accordance with the field notes shown hereon and correctly shows: a. The boundaries and areas of the subject property and the size, location and type of buildings and improvements thereon and the distance therefrom to the nearest facing exterior property lines of the subject property; b. The location of all rights -of -way, easements, restrictions and any other matters of record of which I have knowledge of or have been advised, whether or not of record, affecting the subject property; N c. All abutting dedicated public streets or highways providing access to the subject property together with the width and name thereof; and d. All other significant items on the subject property; 2. Except as shown on the survey, there are no: a. Encroachments upon the subject property by improvements on adjacent property; b. Encroachments on adjacent property, streets or alleys by any improvements on the subjeEt property; C. Party walls; or d. Conflicts or protrusions; 3. Adequate ingress to and egress from the subject property as provided by Arkansas Hi hwa No. 30 and Ta�lor Loop Road, both o whic are pave a icated pub i�c rig Fits -of -way; 50 0 50 100 4. R-2 zoning set -back lines are not shown on the subject property hereon; and 5. The subject property is not located within any "Flood Hazard SCALE Area" as defined by the Federal Insurance Administration pursuant to the Federal Flood Disaster Protection Act of 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 4957 State of Arkansas - E)Cly(IKYa 1�4( I,14,7751-7 t,40 �130' * STREET IMPROVEMENT REZONING DESCRIPTION Part of the Northeast 1/4 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 89'19'04" 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 89'19'04" West along said South line 569.51 feet; thence continuing along said South line South 89016'57" 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 line the following four (4) courses and distances: 1) South 72'04'53" East 276.68 feet; 2) South 80'15'26" East 117.25 feet; 3) North 86'20'42" East 109.80 feet; 4) North 79'08'36" East 213.91 feet; thence South 00'31'03" 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 00'11'37" 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. rta 1 J&IKkap �$ 0 Q O X a O O 117 2526E N 86` 20142E N ?01 O8 36 WESTOUTH LINE. 5.1' FRANK B. WH ITOECK Cr R/W MARKER log, 80 401 BUILDING AN FOUND —�` FRANK L. t�'H 1TBEC!/, / (a 5' -REBAR SET ,2 Wdj�ZuA%C 01 1 PARKING SETBACK / R/W MARKER' so' tea_ / __ - C-3 �.crr(u� _ FOUND 12.0: 00 ONE STORY FRAME 40' -- �� __ 3s BUILDING AND � RETAIL SHOP PARKIN( SETBACK "'� �_ � / � � o EXISTING EDGE z OF PAVEMENT �- /' U) <_ 401 BUILDING I% SETBACK - - -- �\ AN 890 0610811 E 298.591 f/ REBAR SET 1 ONE STORY ROCK / \ I (V2"OPEN PIPE a FRAME HOUSE FOUND 3.9'WEST)VACANT ONE STORY / LIJN —ate \ *`I�1 PUQCIJ, FRAME BUILDING / / / I/ r p �� —/ �p{2 i�Gfl—� BLDG_ CORNER 2.3 m - CJ E'atT i BARN jNORTH OF PROP LINE M ' S� UND� � Vr FO1/2" BAR mph t,)J6 CA 69, Ii.1G1 '� 16.4' 4 _ 911 — REBAR SET ) / S 80o 151 It `70.�� 11 60C _ I )1 E 212" REBAR FOUND M1 REBAR SET----., a 25' Q 20.0' z z' OFD ROPERTYRLINE 8 T.4 I ' o SHED 24�, - 2 5' S 89013 13611 W 299.69 R 1Q - \ f I EAST OF PROPERTY LINE I 20' (26.0 301/2 gTREET�' �� — I OCK / \ a a2 �— —\ \� F__ 1 n Y LAK16 \ 1, rn' t°� Z C BUIILDING IMPROVEMENT -- \ j W W ILLI M � LOLA M. PROPOSED R/W CV > ._J \ \ _J I i M DONALD DEDICATION (� a \ \, > -THIS PLAT (7T 2 \ ( I oT I,I LOTS REBAR FO o �4,269 ACRES 1 ± 5.916 ACRES a- WEST OF LINE 0 \2(TZ�\ / PROPOSEq PCD a //LOT 2 PHILLIPS Z o w -� o:00 KATHRYN ALY - 'FOUND AR ��`�� / 10.185 ACRES ± I ' I W ° "' w X X a. I REBAR FOUND V / I \ \ ~ \\\ o 0T\1 PHILLIPS _� �/ 1__, �� 0i:0 1/2" REBAR \ - - -- -�� i $ / �, _ ATHRYN ALY FOUND�� Z� 1 0ro o ED 0 RIGHT-OF-WAY DEDICATION DESCRIPTION Part of the Northeast 1/4 of the Northwest 1/4 of Section 19, T-2-N, 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 1/4 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 89•-06'-o8" 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) RAILROAD SPIKE FOUND T------ r.i QIo= (,42C►S I RAILROAD SPIKE FOUND I (3.66' TO CENTERLINE OF 1.66 TAYLOR LOOP ROAD) N W NAIL 8, BOTTLE CAP FOUND SULbbIVIS10N ' MAY PI -FILLIPS �CF-IESTER PHILLIPS R-2 T- 2 SUBDIVISION MAY PH I L LI PS . CHESTER PHILLIPS Z Ul - �� MREBAR FOUND — �\ �- w WILLIAM H. E� VERNA L. \o M°DONALD 'r F D ` \ —� /2 REBAR OUN 1/4' REBAR REBAR SET I' OPEN PIPE \ CIS SOUTH OF LINE- \ FOUND 0.1 ' (1/2" PINCHED FOUND 0.9' \ �— 1/2" REBAR FOUND 112" REBAR NORTH OF PIPE FOUND NORTH OF� REBAR SET 0.2' NORTH OF PROP LINE FOUND REBAR SET LINE L56' NORTH) PROP. LINE, f 68.21' S7.21' 58.91' / 65.79 _ 106.1I �/ 19.0'% 64.60' 180.03' T— T T- -T =T_ S 89° 16 5711 W— — 10 UTILITY= EASEMENT __— -- _ _S $9��rg 04 W-=--569.51 /4" RE FOUIID ROBERT L.WARREN, JR. CARL BOSI-TEARS ` 116.0 ' JOHN S,PIERCE SIMON M. KENNEDY Z4'RcP�'!,!ARK S.MEADORS BENNETT HARMON SUZANNE OPAL MARY L. Q10i11 �TRACY L. 5. NANCY LOT 46 LOT 44 LOT 27 LOT 26 I LOT 25 LOT 24 W E S T C E S T E R I S U B D I V; I S 1 0 N I R-2 iNST #85-45459,#67-3134 #56-12075 � rL` "c1 14AS I19.53' REBAR SET 262.12' T T — T� T EXISTING TELEPHONE- I/4" REBAR TELEPHONE FOUND "POINT OF BEGINNING" LI NE LOT 23 LOT 22 STEVEN R RUSSELL JEFFREY Ci. BEMBER(� JENNIFER Q. SUE WALLNORTH 5EMBERG 1/4" BAR FOUND 1.72' NORTH OF LINE 304.40' RAILROAD SI FOUND CARL M. e,4 CHERYL A LOT I MILLS — (0--RAILROAD SPIKE pO Gi FOUND 00 0 COTTON SPINDLE SET (4.68' TO CENTERLINE OF TAYLOR LOOP RClAD) �fe-a�1 9 E—TiJIS m0 • L � 4b\� �1u►.It-TY Ma.Q � I.Ic cGSLe � BASIS OF BEARINGS: NORTH LINE OF WESTCHESTER SUBDIVISION PHASE I, II -A 8 IV. S. E. CORNER OF N. E. 1/4, N. W. 1/4, SECTION 19, T-2-N, R-13-W ARKANS 0: I; -`l IMF ' 4, L L ANn Mehlburger Tanner Robinson &Associates Architects-Eneirims 201 Soak bard PO. BoxW7 Link Rork AR 722033837 5011375-5331 COPYRIGHT MAY 22, 1969 McMburger Tanner Rob,nsan a Anociale3 rDRAVMBY: d sdn I 9- I CHECKED BY: APPROVED BY: SCALE: III = 501 DATE: 5�22-- 8a Q a.)r t� \� Q Z Z J LIJ Q 11_ Q v o Lii 3 ►*"CT W. 288 - 290 _J