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HomeMy WebLinkAboutS-1004-F Map 4MARKHAM STREET 80' R/W S87°32'13"E 47.65' N 153404 06 E 1188453.24 N 153402.02 E 1188500.84 LOT 1 (DOC.#34-72178) (RECORDED DEED BK E, PG. 155) 80' UTILITY & DRAINAGE EASEMENT (OLD MARKHAM ST. CLOSED BY ORD. #15851) N 153169 57 E 1188126.69 N27°02'20"W 68.11)N 15312 027 1188134E 1 N39°56'37"W 52,09' 1 N 153112.34 \ N 1188163.86 2 JQ \� 37 N 153023 35 E 1188218.26 d O w p 0r (U V) w 3 3 Cr� M U O O CD O CD 0 N 153f61.58 N E 1188464.68 E N89038'56"E 327,99' f s53j 30' ACCESS EASEMENT SEf4 _ ER EpSEMEg61� 4�E 9p5Z O' SAj3587 BK. 144fC'`,-M,� (INSTR H Z c � W 587*39'14"E 85.00, � 20• R s, s SF,y j�Nq� W R'40 M LOT 3 N 162897 86 \ E 1188297,26 a 9= \ N s \ o_ s 92 Fy 153162.06 S87°32'32"E 1188495.91 24.00' N 153161.02 E 1188519.89 0 O r" (U ti 3 M ti 0 CD 0 LOT 2 (DOC.#96-62623) (RECORDED DEED BK E, PG. 727) * 172 t88518 S87°32'324E 190.00' z w M w L W a V Z a z� 1 0 W N W \V` N W U C) 0 L6 \\ N 152762.64 E 1f88448 63 N 152730.43 E 1188391. 37 Gib � 6 4 75.0' _-��i- 15' ACCESS EASEMENT 121.92' N88053118°W 253.05' LOT 4 (DOC. #96-66213) (RECORDED DEED BK E, PG. 732) !� Scale 1" N 153025. 90 N 1188707.11 N 152767.73 E 1188701.64 �,oumeasc corner E1/2, NE1/4, SECTION 5 T-1-N, R-13-W = 40 ft i CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER <_C>ISTEA) I, PAUL M WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL G ='� AT1?O'•., PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO :SFFST' SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, 120 �p.O. 12111 't MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS , .:r4•' HAVE BEEN COMPLIED WITH. Q I \ 11 V. l q 4 g /0-3 96 � / DA OF EXECUTION CONSERVATIVE DEVELOPMENT CO. 2851LAKEWOOD VILLAGE DR. LITTLE - ....... •"` NORTH LITTLE ROCK, AR 72116 DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR D.R. 6 Z y PAGE Z S3 NO. 1281, ARKANSAS INSTRUMENT NO. yt A 1 FN,''l�y CERTIFICATE OFENGINEERING ACCURACY rA AASN CERTIFICATE OF FINAL APPROVAL Y l I, TIMOTHY E. DATERS, HEREBY CERTIFY �� �*�,� THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE PURSUANT TO THE LITTLE ROCK SUBDIVISION Pit 0 F E S a I O N A L ENGINEERING REQUIREMENTS OF THE LITTLE RULES AND REGULATIONS, AND ALL OF THE 3.INGI1°d UR ROCK SUBDIVISION RULES AND REGULATIONS CONDITIONS OF APPROVAL HAVING BEEN * ,� ,� HAVE BEEN COMPLIED WITH. _ COMPLETED, THIS DOCUMENT IS HEREBY /.1�t fJo.BQ:�3 - __ �, (\�'ACCEPTED. THIS CERTIFICATE IS HEREBY �%' '��� 1 It. • •�L ` ` .''I✓ `"-v 4.---n _ EXECUTED UNDER THE AUTHORITY OF SAID �y E` RULES AND REGULATIONS. j DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS - B� DATE OF EXECUTION LITTLE R CK PLANNING COMMISSION Lot 3 Ashley -Hankins Subdivision A tract of land being part of the E1/2 of the NE1/4 of Section 5, T-1-N, R-13-W, in the City of Little Rock, Pulaski County, Arkansas, being more particularly described as: Commencing at the southeast corner of the E1/2 of the NE1/4 of Section 5; thence N01'10'39"E along the east line of said NE1/4, 501.42 ft. to the northeast corner of Lot 4, Ashley -Hankins Subdivision and the point of beginning; thence N88'53'18"W along the north line of said Lot 4, 253.05 ft.; thence S60'38'12"W and continuing along the said north line 65.70 ftto a point on the east right-of-way line of Chenal Parkway and the northwest corner of said Lot 4; thence N29'20'36"W along the said east right-of- way line, 192.08 ft.; thence continuing along the.said east right-of-way line following the arc of a 1482.39 ft. radius curve to the left, having a chord bearing and distance of N3Z1114"W, 148.29 ft.; thence N31'26'27'W and continuing along said east right-of-way line 104.30 ft.; thence continuing along the said east right-of-way line, following the arc of a 1482.39 ft. radius curve to the left, having a chord bearing and distance of N39'56'37'W, 52.09 ft.; thence N27'02'20"W and continuing along the said east right-of-way line 8.19 ft. to the southwest corner of Lot 1, said Ashley -Hankins Subdivision; thence N89'38'56"E along the south line of said Lot 1, 327.99 ft. to the southeast corner thereof; thence N00'20'27"W along the east line of said Lot 1, 242.49 ft. to the northeast corner thereof, said point lying on the south right-of-way line of Markham Street; thence S87'32'13"E along the said south right-of-way line 47.65 ft. to the northwest corner of Lot 2, said Ashley -Hankins Subdivision; thence along the west line of said Lot 2 the following bearings and distances; S01'10'39"W, 240.02 ft.; S87'32'32"E, 24.00 ft. and S01'10'39"W, 127.00 ft. to the southwest corner of said Lot 2; thence S87'32'32"E along the south line of said Lot 2, 190.00 ft. to the southeast corner thereof and the east line of the said NE1/4; thence S01'10'39"W along the said east line, 268.22 ft. to the northeast corner of said Lot 4 and the point of beginning, containing 166,851 square feet or 3.8304 acres more or less. CERTIFICATE OF REMEDING THIS DOCUMENT, NUMBER FILED FOR RECORD �(�' 1iP, 19 q(P IN PLAT BOOK C . PAGE GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL CORNERS 2. ALL EASEMENTS SHOWN - - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. RADII AT INTERSECTIONS OF STREET RIGHTS OF WAY ARE 25' 6. ERROR OF CLOSURE: 1:37680 t AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSA S IN THE NE , /4, SECTION 5, T 1 N, R , 3 W PULASKI COUNTY, ARKAN, NAS rem ©��v� �7}� n P�1�y �v n �V�9 �/./7� v//v��v�v 7����/y u . VV L(111L L( LLs 0_4 LL 11 24 & Lil 93(9( .CIA 1L EA99 111 V C. /T �y CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING Ac, gkin Zd 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 DATE: Job No. 96-0369 M