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HomeMy WebLinkAboutS-1074-F Map 3CURVE LENGTH DELTA RADIUS TANGENT ARC DEF x (�� C1 189,82' 15'27'29" 703.56' 95.49' 8'8'37 •.J 4� C2 112.05' 85'36'05" 75.00' 69.45' 7623'40" ,/ ARKANSAS STATE PLANE COORDINATES �/ t �, lO N 171895,00 E 1172460.87 / ` d r % O2 N 172207.48 E 1172485.15 N 172332.47 E 1172499.82 04 N 172597,90 E 1172555.06 / 0 (1) N 172565.51 E 1172626,79 / N 172499.80 E 1172654.55 1 N 172308.89 E 1172613.39 I OB N 171885.71 E 1172580.51 \ ® N 111844.27 E 1172622.43 N 172305.41 E 1172658.25 N 172484.48 E 1172696.86 N 172537.85 E 11727D0.57 N 1725%96 E 1172874.53 14 N 172296.12 E 1172777.89 ` R52.50' © µ 171 B34.98 E 1172742.07 CDS22'54'1 1"E S6S.4 o Mg-32 ab 1 ' ^� \ Y ' — F1`SEMENT� 176.90' �1l P191. 5 1 '38y I ri � o0 n1 R97.50' aL Lv 8JS7. 114' 91 ' 90S �r°, 9S / rL N . I ry 1 9733'5 1r 1 r^ 1 R726.06' z N 1 CDS12'10'0711W /o I LC 195.29) / -9 / 8ase;fO, 110.21. 3330`I � 1 97 33 551 1 to 1 3 l o 15'1 I l� 9 112.24' �341'0� v 9._ W �' 116.59' �+ V) uj _ " . d Ln " u7 a'Ly N o 1 �I 5 Z Qo1 119.1 0 0 N I 73SS' 6 �r v I SUBO\v15�0N 9° I 120,00 N RPNCN 8 °O' 8 SO g 1 r \ �G ��N oOKN E p pGE CDI �.J PAS 8 o I O 7 � I N I I 00, Lil �I O �0 � N I � � I O z 9 oP00 o n. a I ' 12 90. 00, b 11 120 On, CD 10 � I I I �L I 120A0' 1 N85'33'30"W 120.00, Vol 3 11, BCOV_' 9pGE g18 lPgpOK E, 91,36 J� '1 I la 181-35.5°i 90- 1c �yy IWIo I. Ito I� 91 °00 I I' to _ I o c0 n � >0. �t 00, CDN03'58'38 E 11) 10555'36LC53.50' ems �2po0, 9� / s 93' 13'45" 86'46'23" 86-,g , 120,00,70. 9a'4,o I 101 R681.06' 93'14'10" '6l CDN12'10'06"E ^1 LC183.18' 1 7 I_ wa td' o. MI 4' s O7843'55"�ul I1 Lo4 *o• co 1 14 rbD N q 181' U q (LI v 9dOG o 0 0 r\ W r , of y nl I 10 O o V 9d°0 120.00' J CD 11 ki 10 (415 120.00' w ICD I I� of of N 12 'v I Z 90� I 120.00' Iof ^j 13 1 O 9G0 I I20,00, I b1 0 �I 14 aa6 9 3 120.00' N85'33'30" W 120.00, 1 9OCK OZ 15' GOURSPPG� 818 Pg00K f, 1n N (� 9dcp �0 o � I o 0 r^ 0 00 ai v r` 9d�p 0 0 r 060 9 0 0 0 r^ R561.06' CDS19'26'17"W LC290.40' SET PAGIS MONUMENT 2078-0169 SET PAGIS MONUMENT 2078-0170 50 0 50 Scale 1" = 50 ft 150 LEGAL DESCRIPTION LOTS 1-10. BLOCK 2 Part of Tract B, Glenn Johnson Ranch Subdivision, located ithin 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 N0426'30E, 313.43ft.; thence N06'41'40' E, 125.85ft.; thence N11'45'22"E, 271.11ft. to the south and west right—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'V'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, an Addition to I the City of Little Rock, Arkansas, a point on the east right—ofi—way line of Chevaux Circle; thence N04'26'30"E along said right—of— way line, 462.52ft.; thence northeasterly along said right—pf— 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 l 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 orc of a 561.06ft. radius curve to the left, a chord bearing and distance of S19'26'17'W, 290.40ft.; thence SO4'26'30"W along said west line, 462.53ft. to the northeast corner of Lot 15, Block 1, Chevoux 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 SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH, 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. DATE OF EXECUTION DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS INSTRUMENT NO CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. PIEDMONT CORPORATION 4001 East 13th St. North Little Rock, AR 73114 96- 3323 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 DATE OF EXECUTION ENGINEER NO. 5033, ARKANSAS CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FOR RECORD . 19 IN PLAT BOOK PAGE LITTLE ROCK PLANNING COMMISSION 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 CHE VA UX C 0 UR T AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS PHA SE 2 BEING PART OF TRACT B, GLENN JOHNSON RANCH SUBDIVISION PULASKI COUNTY, ARKANSAS S— Io7�_F © VV IIZIll Il Z_.0A 1 ERS & Aogag(0)C A Ll 1L6yy Hq O CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 401 VICTORY STREET LITTLE ROCK, ARKANSAS 72201 .lob No. 98-0378