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HomeMy WebLinkAboutS-0065-PP Map 7—--—— — — — — ——--—————————— — — — —._ L0SBB°46'04'E 125.63' I o I I I I I o I Q I Lf1 j I � o i U Cr 0 o I I m � I W i � I I 2 I I I I I i I I I I I 40. 73' Z 0A J 1 3 I of I I i------- Cr IY 7.5' \ s 7 5' rs0 Ste• — - of a) \ p?, ��_ ^' 0 243 3 I p v ^vwi o---4- ----- - 262 I a 2 I 261 \ \ SBB°46'55'E iBO. 47' BJ7' Cr I Q !! Fq415 \ ? o 7.5 I - 263 m Q 064'P a�> 135,11,r 50 P I �2o.SB 260 g a Z N I i6 po /134' 4N LU 70- 249 264 �y/ o 82.02' 20 259 / 2 >s-10 G Q ! P C 40 FT. R/W 265 /`�� / •,�� v LI / �' �0180.10, / v 0 S88.48' 35' E 124. 74' %"89.50, 4al 258 ! /e5° 0 / Li 124.74'. 0' q h 250 �- MY \ 266 I h 92' 24'257 95-5 -- cp \b e` N / 11 // 93° 32' 30 j / z 256 22� c L C) Z. o � m N O p 239.02' 00' ST. CHARLES PHASE 12 STATE PLANE COORDINATES c POINT NORTH EAST 1 157, 478. 72 1, IS,?, 252. 06 2 157, 474, 71 1, 1 5 , 376. 61 3 157, 714. 07 1. 182, 385. 73 4 157, 708. 33 1, 182, 566. 11 5 157, 827. 97 1, 182, 570. 65 6 157, 823. 94 1, 182, 696. 22 7 157. 668. 77 1. 182, 890.81 166.28' 50' 8 157, 412. 16 1, 182, 681. 54 9 157, 262.63 1, 182, 509. 56 10 157, 197. 71 1, 182, 417. 55 11 157, 392. 06 1, 182, 307. 42 m 21toi3 3(' STATE PLANE BEARING 1 — 00, 36' 14' PLAT BEARING 147° 00' 20' m o PAGIS 2054-0013 PAGIS 2054-0014 �0 G ,L10 PAGIS TIE TO STATE PLANE COORDINATES 96 N G NNW • O CP 5yA \ 10 \ \ \ 254 \ 253 \ NOW 251 HINSON RD. CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER I, JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL ti PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, 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 HAVE BEEN COMPLIED WITH. DATE OF EXECUTION DATE OF EXECUTION UOE D. WHITE D.R. PAGE REGISTERED LAND SURVEYOR ADDRESS NO. 534, ARKANSAS INSTRUMENT NO. CERTIFICATE OF ENGINEERING ACCURACY 1, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REOUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD , 19 IN PLAF BOOK . PAGE 50 0 100 GRAPHIC SCALE IN FEET Legal Description Part of Blocks 3, 4, 13 6 14, Neimeyer Grove Addition and a portion OF adjacent streets and alleys, Little Rock, Arkansas, all more particularly described as: Beginning at the Northwest corner of Lot 243, St. Charles, an Addition to the City of Little Rock, Arkansas, said corner lying on the North line of the SE 1/4, Section 31, T-2-N, R-13-W; thence S52002'04"E along the West line of said Lot 243, 248.89ft. to the Northernmost corner of Lot 249, said St. Charles Addition; thence S38.35'41"W along the Westerly line of said Lot 249 and along the Westerly line of Lot 250, St. Charles Addition, 331.12ft. to the Northernmost corner of Lot 252, GENERAL NOTES: said St. Charles Addition; thence S48023'25"W along the Northwesterly line of said Lot 252 and along the Northwesterly line i. IRON PINS WERE SET AT ALL LOT CORNERS of Lot 253, said St. Charles Addition, 227. 90ft. to the Northernmost corner of Lot 254, said St. Charles Addition; thence S54011'25"W along the Northwesterly line of said Lot 254, 112.60ft. P. ALL EASEMENTS SHOWN- - ARE TO BE USED to the Northwest corner thereof, said corner lying on the Easterly FOR DRAINAGE AND/OR UTILITIES. right-of-way line of Loyola Drive; thence N30008'35"W along said Easterly right-of-way line and said Easterly right-of-way line 3. LOTS WITH ROUNDED CORNERS ARE extended Northerly, 223.38ft.; thence Northwesterly along the arc MEASURED TO A POINT OF INTERSECTION of a 984.93ft. radius curve to the left, having a chord bearing and distance of N33.10'35"W, 102.84ft. to a point on the North line of OF LOT LINES AND NOT POINTS ON A Block 13, said Neimeyer Grove Addition; thence S88048'35"E along CURVE. said North line, 124.74ft. to a point; thence NO1°34'43"E along the West lines of Lots 5-12, Block 4, said Neimeyer Grove Addition and 4 DISTANCES SHOWN ALONG CURVES ARE along the West line of Lot 12 extended Southerly, 239.53ft. to the Northwest corner of said Lot 5; thence S88046'55"E, along the North CHORDS. line of said Lot 5, and said North line extended Easterly 180.47ft. to a point on the West line of Block 3, said Neimeyer Grove 5. RADI I AT INTERSECT IONS OF STREET Addition; thence N01 °34' i5"E along the West line of said Block 3 RIGHTS OF WAY ARE 25' and said West line extended Northerly, 119.72ft. to a point on the North line of the SE 1/4, said Section 31; thence S88045'04"E along said North line, 125.63ft. to the point of beginning, containing 6. ERROR OF CLOSURE. J' / 12,314' 4. 5121 Acres, more or, less. 7. PAGIS MARKERS WERE SET AS SHOWN. O I?ODIVQ Ey z R 31 I 32 w TH 1 S PROJECT_- I J R I DGEHA VEN RD. Q 33 Q ST I CHARLES ADD. F z T-2-N I I MARA L YNN RD T-1-N W. MARKHAM ST. 6 5 VICINITY NAP ?II N Plat of Lots 255- 266 S T CHA RL ES An Addition to the City of Little Rock, Arkansas Being a repla! of Part of blocks 3, 4, 13 6 14 Neimeyer Grove Addition to the city of Little Rock, Arkansas © WHITE - DATERS & ASSOCIATES, INC. 0 CIVIL ENGINEERING, LAND PLANNING 6 DEVELOPMENT, SURVEYING 0 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 � ..._ 2" E NL`T o Aan�rlD,�AL E �er4e;lss sEQL1l�Ea C ADDITIONAL UISEMENTS ARE P.EQUiBED AS S!4 h`N