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HomeMy WebLinkAboutS-1042-K Map 3R855.00' CDS84'44'49" E LC85.95' WINROCK DEVELOPMENT CO. ZONED "MF-1 B" S87'37'41"E 327.85' wr PROPOSED PAGIS oral`E 272.22' MONUMENT R945.00' 25' BLDG LINE CD585'03'22"E LC84.81' o� Off° PVC r7 p0�i� 0° Co 0 LOT 1 M 4.75 AC rn n 0 z N 8 SW CORNER S1/2 SW1/4 SECTION 31 T-2—N, R-13—W ower pole I power pole 0 r�.b 1/on power pole C Dist�/���` pods power pole P.O.B. ��• Tron``� S/71�SS�0 S 02., W � 49 \ PROPOSED PAGIS MONUMENT CD577"28'49' LC213.19' Zoned 0-2 Zoned C— 1 I S88'20'21'E 82.o0' Zoned 0-2 1 Zoned C— 1 AP&L eOserrront r a / R6 923 PG 567 n W / n / 0 z N8739'36"W 134.88- 0.0' rV L6 fence HIGHLAND VALLEY UNITED METHODIST CHURCH (LITTLE ROCK DISTRICT BOARD OF MISSIONS AND CHURCH EXTENSION, INC.) LOT 2 2.09 AC 20'21'W 265.00' LOT 4 2.57 AC �e N8T39' N87.39'36"W 957.34' CHENAL COMMERCIAL PARK ZONED "O—S' I W I M' 9 n f o z a n 0 Z 5' SIDEWALK R605.00' i CDS45'04' 18" E LC458.37' LOT 3 1,52 AC S88'20'21'E 333.77' S88'20'21"E 313.77' PUBLIC ACCESS EASEMENT LOT 5 2.51 AC N8739'36"W 365.13' power pole-- • power pole 0 -- - ,...wer P°\e 7 iM Scale 1" = 50 ft fence WINROCK DEVELOPMENT CO. ZONED "R-2" CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY N,,,•, ,,y I, Paul M. White, hereby certify that �'' tSTEQ ""•. this plat correctly represents a bound — GENERAL NOTES: G : F�j soy+ ary survey made of verified by me that all o �`',�•i�A�i:.or"''•., ss surveying requirments of the State of LF of Street 2,000 ` ,z;<=an` i Arkansas and City of Little Rock Sub — Average size lot 2.7 Acres i division Rules and Regulations have been Number of lots 5 E i ° GaCI compiled with and a copy of said Existing Covenants None C i ° boundary has been duly filed for record in Water--LRMWW ` L offices of the State Surveryor and Sanitary Sewer--LRWWU'� the Pulaski County Circuit Clerk on Lt\l�D,,,'' 19^_ in Plat Book _Page _ 150 .WO. PHASING: MARKET DRIVEN f Date of Execution Paul M. White, Registered Land A a � Surveryor No. 1281, Arkansas Public Works Notes 1. NPDES and grading permits are required prior ; CERTIGICATE OF PRELIMINARY E P O it ENS S I ON A L to construction, site grading and drainage plan will ENGINEERING ACCURACY" BPd6 a� ttEk need to be submitted and approved. t " ' Dt I, Timothy E. Daters, hereby certify 2. Stormwater detention ordinance applies to this prope a N0.gCiM that this plat correctly represents a 3. Plans of all work in right—of—way shall be submitted f T N� plat made by me, and that engineering oproval prior to start of work. �w�r requirements of the Little Rock 4. Provide stripping and signage plans as per ordinance for the Subdivision Rules and Regulations have development, for Traffic Engineering approval. have been compiled with 5. Prior to construction_aWiA—barricode permit for work done - within right-of-way Date of Execution r1mothy E. Daters 6. Average Lot Slope = 6% Registered Professional Engineer No, 5033. Arkansas R695.00' CDS40'E / LC 1019.54'.54' / �j 1\ \\J R605.00' CDS07*42'46' E LC315.17' I I WINRO K DEVELOPMENT CO. ZONED "0-1" p1s rn P01 P 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 further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator Little Rock Planning Commission OWNER OR DEVELOPER Date of Execution Winrock Development Company 2222 Cottondale Lane Little Rock, Arkansas 72202 Source of Tile D.R. Page Instrument No. LtGAL Ut JGKWIIVN Part of the S1/2 SW1/4, Section 31, T-2-N, R-13-W, Pulaski County, Arkansas, more particularly described as: Starting at the southwest corner of said S11/2 SW1/4; thence N01'39'39"E along the west line thereof, 50.Oft. to the point beginning; thence continue NO1'39'39"E along said west line, 702.81 ft. to a point on the future north right-of-way line of Wellington Village Road; thence easterly along the said future right-of-way line and the arc of a 855 ft. radius curve to the left, having a chord bearing and distance of S84'44'49"E, \ 85.95 ft., thence S87 37'41"E, and continuing along said north right-of-way line, 327.85 ft.; thence southeasterly along the arc of a 695.00 ft. radius curve to the right, having a chord bearing and distance of S40'26'55"E, 1019,54 ft. to a point on the south line of said S1/2 SW1/4; thence N87'39'36"W along said south line, 957.34 ft. to a point 140.Oft. easterly along said south line from the southwest corner of said S1/2 SW1/4; thence N68'05'02"W, 149.22ft. to the point of beginning, containing 718,861 sq. ft. or 16,5028 acres more or less. 4- i 3. S7 fl w PRELIMINARY PLATS V OF IIZZLACES 0F IVELLIAICTON PHA AYE 8 Revised S � i y z -K TO THE CITY OF LITTLE ROCK, ARKANSAS Date 9-8-98 Nor. Ve ©{a'7�jj r� �j vr/vr�j�jw (� r�o�V�7��f'VVjr� PrryJ}��P r]�J/j� Scele 1'-50' VV {11111 it 1C/el{1/1i1111L/iiC111� � CSlii47�ii�U.�ltr1 LI iL/Ai19 111V U.ro CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING sheet Of 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Job No. 98-0459