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HomeMy WebLinkAboutS-1074-F Map 4W T l W CURVE LENGTH DFI TA RADII IC TANG FNT C1 189,82' 15-27'29" 703.56' 95.49' C2 1 112.05' 8536'05" 1 75.00' 69.45' C3 1 88.30' 1 8'49'51" 1 572.96' 44.24' ARKANSAS STATE PLANE COORDINATES N 171895.00 E 1172460.87 / 2O N 172207.48 E 1172485A5 / O3 N 172332.47 E 1172499.82 / n ® N 172597.90 E 1172555.06 / t� / O N 172565.51 E 1172626.79 / © N 172499.80 E 1172654.55 / O7 N 172308.89 E 1172613.39 I ® N 171885.71 E 1172580.51 O9 N 171844.27 E 1172622.43 \ \ 10 N 172305.41 E 1172658.25 11 N 172484.48 E 1172696.86 \ N 172537.85 E 1172700,57 Sgs iQ N 172569.96 E 1172874.53 N 172296.12 E 1172777.89 R52.50' 15 N 171834.98 E 1172742.07 CDS22'54'11"E \ LC71.34' u! eq 5 � N79.32' 03aj E 13 / 1 Irv 17 \ �WFlo.,. �SEMENT� 6 I 1� o l 738'7 , I � I s, 5 00 8ss 1149 9p z/o, s In R97.50' rJp j' s9/2 CDN03'58'38"E 's N - I S7� 11 log 55'30 LC53.50' ru N ^ ru / 92'33'55" 9 N 1 R726.06' Z I CDS12*10'07"W I LC195.29j /� �� / 93'13'45" 6B, 9?`i3.l I / V r7 se° 1 30•l ti 10'21' 86'46'23" 0 5 �° 92335I 19ko 8620, U' gyp' R561.06' 3 CDS19°26'17"W 15'I 9 R681.06' 93.14.1Cr LC290.40' � �I CDN12`10 06 E 9 112,24' ' p� �I LC 183.18' ti ro tRO,> M ` rp, O ' 03, 4 W �116 59, O - v 00 <D N to � I Jp. 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WHITE, HEREBY CERTIFY THAT THIS �q: CXSTER ...... a'e PLAT CORRECTLY REPRESENTS A BOUNDARY r''s1 y''r SURVEY MADE OR VERIFIED BY ME, ALL ' a MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE r 150o �''•;r,r ti, ROCK SUBDIVISION RULES AND REGULATIONS sy1h`"°•••.•.• �v'o• HAVE BEEN COMPLIED WITH. -0,949 /( DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO, 1281, ARKANSAS CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED, AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. 1-77 DATE OF EXECUTION PIEDMONT ORPORATION INSTRUMENT NO 4001 East 13th St. North Little Rock, AR 73114 96-3323 CERTIFICATE OF ENGINEERING ACCURACY CERTIFICATE OF FINAL APPROVAL Aril, N A* N k61S1iRE11 I, TIMOTHY THAT E. DATERS, HEREBY CERTIFY THIS PLAT CORRECTLY REPRESENTS A PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE PLAN MADEBYME, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN i`tIt iiPE6i ENGINEERING REQUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ty .F � . ' 1f ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED, THIS CERTIFICATE IS HEREBY 4^�r, NG. iC,33 Q o HAVE BEEN COMPLIED WITH. EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION LEGAL DESCRIPTION LOTS 1-10, BLOCK 2 Part of- Tract B, Glenn Johnson Ranch Subdivision, located within the SE1/4, Section 14, T-2—N, R-14—W, Pulaski County, Arkansas, more particularly described as: Beginning at the northwest corner of Lot 11, Block 2, Chevaux Court, an Addition to the City of Little Rock, Arkansas; thence N0426'30"E, 313.43ft.; thence N06'41'40"E, 125.85ft ; thence N1__- rlght—of—way line of Chevaux Circle; thence S65'42'13"E along said right—of—way line, 78.70ft.; thence southeasterly along said right—of—way line, being the arc of a 52.50ft. radius curve to the right, a chord bearing and distance of S22'54'11"E, 71.34ft.; thence southerly along said right—of— way line, being arc of a 726.06ft. radius curve to the left, a chord bearing and distance of S12'10'07"W, 195.29ft.; thence SO4'26'30' W along said right—of—way line, 424.46ft. to the northeast corner of Lot 11, Block 2, Chevaux Court; thence N85'33'30"W along the north line of said Lot 11, 120.00ft. to the point of beginning, containing 1.8484 acres more or less. LOTS 5-14, BLOCK Part of Tract B, Glenn Johnson Ranch Subdivision, located within the SE1/4, Section 14, T-2—N, R-14—W, Pulaski County, Arkansas, more particularly described as: Beginning at the northwest corner of Lot 15, Block 1, Chevaux Court, on Addition to the City of Little Rock, Arkansas, a point on the em;t right—of—way line of Chevaux Circle; thence N04'26'30"E along said right—of— way line, 462.52ft.; thence northeasterly along said right—of— way line, being the arc of a 681.06ft. radius curve to the right, a chord bearing and distance of N12'10'06"E, 183.18ft.; thence northerly along said right—of—way line, being the arc of a 97.50ft. radius curve to the left, a chord bearing and distance of NO3'58'38"E, 53.50ft.; thence N79'32'23"E, 176.90ft. to the west line of Tract B, Chevaux Court; thence southwesterly along said west line, being the arc of a 561.06ft. radius curve to the left, a chord bearing and distance of S19'26'17"W, 290.40ft-.t thence SO4'26'30"W along said west line, 462.53ft. to the northeast corner of Lot 15, Block 1, Chevaux Court; thence N85'33'30"W along the north line of said Lot 15, 120.00ft to the point of beginning, containing 2,0221 acres more or less. CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER ,4S USSR",MED FOR RECORD 19�tg IN PLAT BOOK �= PAGE �G 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 MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 PLAT OF LOTS 5-14, BLOCK 1 AND LOTS 1-10, BLOCK 2 UHE�r?Uh COi_fT AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PHA SE 2 BEING PART OF TRACT B, GLENN JOHNSON RANCH SUBDIVISION PULASKI COUNTY, ARKANSAS JULY, 1998 FINAL PLAT ryr[9 77� (� Pr}9r�'9j� �9 �v�S �y7j � P(/v7�9 �9 77$,\��/'0 8Y: 07 1.9 d -U-- © VV I1=11C 111%�ll✓L`il 11 LCe1L�I6i� �6:�6i1®lL ///11 111G 9 111 V (o 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING DATE: a 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 5 S � 10%4 -F Job N� ^ 98-�8