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HomeMy WebLinkAboutZ-6594 Map 23 WEST SEVENTH STREET (50r) 4 clj0 o N 150064.96 POB S8737'52"E 2 f 8.64' o I E 1221291,157 �- 7R5' SIDEWALK AND093J` UTILITY EASEMENT %,1; N 49565.24 1221269.25 INTER,STATE N 150055.92 E 1221510.32 366, S�JY6 LUI "I S87'56.34'E CT',LSP $E1cr� N 149521.50 E 1221400.8 ACCESS EASEMENT 60' ACCE� EASEME 50 0 50 t:`wall R1879.86' CDS82*22'28"E LC344.46' LOT 2 13e6,1 10' 8352'370' EASEMENT \ W 102.26' \ N 149483.4 i8 .o E 1221576% 100 YEAR FLOODWAY L! ITS 0 W/ N 149510.60 E 1221502.52 ROU TE No • 630 Scale 1" = 50 ft CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL .,``"�°�°°" 0". PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO �.`1%�C.�'�Si,�R�),''., SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF. �'rViT', nF ONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY A' .. _ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, 'AND SUBDIVIDE SAID REAL 1 '` = SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE N THIS PLAT. ROCK SUBDIVISION RULES AND REGULATIONS �J 2 'u HAVE BEEN COMPLIED WITH. 150 'C ; ......... nLA-- \' DATE OF EXECUTION ��Y/� Gy /"lAfktilA DATE OF EXECUTION E. WHITE i^ I L� /��+` 7 � EGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS D.R. PAGE INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL R1854.ice°► r 1 o _ I, TIMOTHY E. DATERS, HEREBY CERTIFY PURSUANT TO THE LITTLE ROCK SUBDIVISION CDS76�7'07"E �r1jK�,1� _t THAT THIS PLAT CORRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE j LC40.53' , l PLAN MADE BY ME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN R F. 1;1 ST E It F,1) It ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY PROFESSIONAL ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY N 149970.79 ENGINFEII 1 HAVE BEEN COMPLIED WIT EXECUTED UNDER THE AUTHORITY OF SAID E 1221889.36C) i RULES AND REGULATIONS. No.5033 Q- I '`+•....�� DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION , NN R1959.86' CDS32'41 ' 16" W LC579. 10' Legal Description - That pa -.t of the NW1/4, SW1/4, Section 4, T- 1 -N, R -12-V, Little Rock, Pulaski County, Arkansas lying between Interstate 63c; right-of-way, Union Pacific Railroad right-of-way, West Seventh Street right-of-way and Jones Street right-of-way, more particularly described as: Beginning at the point of intersection of the east right-of-way line of Jones Street and the south right-of-way line of West Seventh Street; thence S8737'52"E along said south right-of-way line, 218.64 ft.; thence SOZ22'08"W and continuing along said south right-of-way line, 5.00 ft.; thence easterly and continuing along said south right-of-way line, being the arc of a 1879.86 ft. radius curve to the right, a chord bearing and distance of S8Z22'28"E. 344.46 ft.; thence S0344'49"W and continuing along said south right-of-way line, 25.33 ft.; thence easterly and continuing along said south right-of-way line, being the arc of a 1854.86 ft. radius curve to the right, a chord bearing and distance of S76 57'07'E, 40.53 ft. to a point on the west right-of-way line of Union Pacific Railroadthence southwesterly along said west right-of-way line, being the arc of a 1959.86 ft. radius curve to the left, a chord bearing and distance of S3Z41'16"W, 579.10 ft. to a point on the north right-of-way line of Interstate 630; thence N69'50'47" W along said north right-of-way line, 78.92 ft.; thence N8352'39"W and continuin along said north right-of-way line, 102.26 ft.; thence N71.36'5?W and continuing along said north right-of-way line, 138.67 ft. to a point on the east right-of-way line of Jones Street; thence NOZ35'28"E along said east right-of-way line, 500.23 ft. to the point of beginning containing 243,053 sq. ft. or 5.5797 acres more or less. CERTIFICATE OF RECORDING THIS DOCUMENT,,NUMBER _FILED FO)R, ""�•°" RECORD 19 IN PLAT BOOK PAGE a"'`'����""•' C ,?,01_YN STALF1, C1rr,1111 COUr r, J, ', ) GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASI!RFD TO A POINT Or INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: 1:535,725 EXISTING STRUCTURES TO BE REMOVED ARE SHOWN HATCHED. APPROVED DRIVEWAY LOCATIONS PLAT OF LOTS I AND 2 U N� KA UFMAN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS BEING PART OF THE N W ? /4, S W 1 /4, SECTION 4 T -1-N, R -12-W, PULASKI COUNTY, ARKANSAS © tpi'y�IIDA71'IEI u ec Aar-Ocm =J, ffmc . 0 CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 Re.Led rj Date 1' -,2-97 Job No. 96-0354