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HomeMy WebLinkAboutS-1074-J Map 3Fre7 0 50 150 I Scale 1", = 50 ft � O�\ CURVE LENGTH DELTA RADIUS TANGENT 7O 1 1226.38' 8628'15" 150,00' 141.03' I 31 \ S89'05' 15" E 385.00' Q S78.1 ¢ 90� 146.62' 107.86' OP 65.00' cP 65.52' d3 06.638E S 1 S ui N N ACCESS. unurt s a� ��J 106.63' O ' r .,2a1 C41 c�G ACCESS. UTILRY & DRAINAGE ESMT.- s s�.60- 4 ! DRAINAGE ESMT. 5Q.89_- �- 6 �28.7• ( ro �O ' 0 51aNw W - ( pAvyAGLLNLLA, o 5B. 44 45 46...... �t,43 N � e+t �a F; 42 ry LOCK i 2 Fam, / I a 29 Bldg. Um dt _ 56 40' N� 65.52' 85.10' o J( S89'05'7SE 146.32' 41 10'2s „v5+'ss ' EamL / ' �s W) _ _ 142.00' _ �� S k43S T E D F �` r °'�5 �'��-- -� - � % AkAS 7sI I (-Jems. T. a1 1 REGISTERED a� I ch I DRAINAGE , PROFESSIONAL „z°6', N / $r 75' 1 ^ R597.96 2- k ENGINEER I ,s / CDS11'17'05' W �� Nos= 40 40 ut2y� �'° t!f i I¢t`5 Esmt, 'ass• LC9.84' i 23 179.45•05. L - 00.17' 9e•52'py- NSTIVISE PAGIS Marker Y � 0 ti y'�....E„.�� es, 1'Qr ,N 8 5' / 078-0169 55.81 148.60 s u� 130. 7 7' 1 I 1� 120.00 5do0' 0P� I I ^g t I 813� 1 18,'DB'1S to rnl 9D'0T3d• L 2 t 1 1 �j✓' n n � Gli 77q'u�.. M I� 22 N - a Sty I 144.55' w `DI I _ - - b LL f �0i 1 120.04' �tr� m I I 25 38 I� i gI I LO o � o z> I � --- -- I I - e' L140.62' Do O 0 es 7 I�h 120.08' 00, O I I 24 LLJ 4 o-00 37 Iio o b I 20 $a----_ -� 41.9' 136.39' ih5 so M - z °s`�2� I� 120.12' °T n /� O S 23 I N I `e) I -V) v 1 ^ O 1 3619 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 DATE OF EXECUTION PIE ONT PO ION Al", 40 1 East 13th t. North Little Rock, AR 73114 INSTRUMENT NO. 96-3323 DATE OF EXECUTION T.W. HOLMES, INC. T.W. OLM DA F EXECUTION SE III, INC. DAVID PICKERING JR. G-ZA-o7- DATE OF EXECUTION DAVID H. PICK ING DATE OF EXECUTION MARY L. ICKE ING 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. -28 �02 - DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS 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 WIT z o� DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS TIFICATE OF FINAL APPROVA 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 LITTLE ROCK PLANNING COMMISSION I I CERTIFICATE OF RECORDING 37.r 132.76' r I�y� ,� $ I N I 20. i fi' ((� c0, U i I CJ S *5It (i 6 I 22 o I THIS DO UMENT NUMBER FILED FOR 35 I REC 18 ORD v 20C I PLAT BOOK �J 0 I L---- PAGE ���P .r 127.93' I Ie45 120.19' 15 t Lrt 4t I f 21 I CAR Y Y, Gircxxul'fA1If� &Ras�+rela ti' W gI I N I I ry i GENERAL NOTES: =N / ry `' g 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS. � � ,t � I ' r � �I � / / 18t•48'35 O - - - - -� � L a - - - -- � I 4 �J I - 2. ALL EASEMENTS SHOWN --_= ARE TO BE USED � I FOR DRAINAGE AND/OR UTILITIES. qp (o I 121.36' I n m I m 3. LOTS WITH ROUNDED CORNERS ARE 123.55' c 3 I S i a MEASURED TO A POINT OF INTERSECTION 27.0 3ti I~ .""� 8 a I 20 �, � _ 225, u5 0 ' 6 9 I ^ I I OF LOT LINES AND NOT POINTS ON A �I o `n CURVE. $ I 33 figs I M7 N - - - - - - I I I 4. DISTANCES SHOWN ALONG CURVES ARE I I 6t w .- t F- - - - - _( CHORD DISTANCES. 1 123.45' 3 783'2e'2s - I 5. ERROR OF CLOSURE: EXCEEDS 1:50,000 cEss unm t 120.00' ' � N8 5 2" I7�J7 15 c¢ 9 I I 19 . N45.00' q�� LO m I 6. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, 4 t I FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP g ao u, 15 I N 10 - �'_ I - FOR PULASKI COUNTY, ARKANSAS. $uj- ,ri 32 v; o �5� Ermt. 07. 4i N88'59'02"W QQ 10 c I � 20.00' Nz 1 121.92' i(DIL� "© I N885902W 14R I 120.00' I PLAT SK. F, PG. 162 31 R PLA T OF _ .e I PLAT SK. F, PG. 129 ' i CHEVAUX N L- - - _ _ _ _ �, 13 PART OF TRACT B, GLENN JOHNSON RANCH SUBDIVISION, PULASKI COUNTY, LOTS > & > 5 - 2 3, BL 0 CK 3 ARKANSAS, LOCATED IN THE SE1/4 OF SECTION 14, T-2-N, R-14-W, MORE PARTICULARLY DESCRIBED AS: 30R ) \` BEGINNING AT THE NORTHWEST CORNER OF LOT 31R, BLOCK 1, CHEVAUX AND COURT, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE N01'00'58"E ALONG THE WEST LINE OF SAID TRACT 6, 835.55 FT.; L 0 TS 32 - 4 6, BL 0 CK 1 THENCE S89'05'150E, 385.00 FT.; THENCE S78714'38"E, 106.63 FT. TO A ARKANSAS STATE PLANE COORDINATES ( POINT ON THE WEST RIGHT-OF-WAY UNE OF CHEVAUX COURT; THENCE NORTH ZONE \ S11'45'22"W ALONG SAID WEST RIGFrT-OF-WAY LINE 229.00 Fr.; \ THENCE SOUTHERLY CONTINUING ALONG SAID WEST RIGHT-OF-WAY O N 171694.17 E 1171867.45 LINE, BEING THE ARC OF A 597.96 FT. RADIUS CURVE TO THE LEFT, CHE VA UX C 0 U T N 172529.59 E it71882.27 A CHORD BEARING AND DISTANCE OF S11'17'OS"W, 9.84 FT. 70 THE � N 172523.46 E 1172267.22 NORTHEAST CORNER OF LOT 2, BLOCK 3, SAID CHEVAUX COURT; THENCE N85'33'30"W ALONG THE NORTH LINE OF SAJD LOT 2, 130.17 FT. TO THE ® N 172501.74 E 1172371.62 \ NORTHWEST CORNER THEREOF; THENCE SO4'26'30"W ALONG THE WEST LINE AN ADDITION TO THE CITY OF QS N 172277.54 E 1172324.96 \ / OF SAID LOT 2 AND ALONG THE WEST LINE OF LOTS 3, 4, 5, 6 AND 7, © SAID BLOCK 3, 400.00 FT. TO THE SOUTHWEST CORNER OF SAID LOT 7; N 172267.89 E tt72323.02 THENCE S0737'56W ALONG THE WEST LINE OF LOTS 8, 9 AND 10, SAID 7Q N 172277.98 E 1172193.24 BLOCK 3, 162.57 Fr. TO THE NORTHEAST CORNER OF LOT 14R, SAID BLOCK LITTLE R 0 CK, ARKANSAS ® N 171879.19 E 1172162.27 3; THENCE N88'59'020W ALONG THE NORTH LINE OF SAID LOT 14R, 9O N 171716.79 E 1172154,81 121.92 FT. TO THE NORTHWEST CORNER THEREOF, SAID CORNER LYING ON THE EAST RIGHT-OF-WAY LINE OF CHEVAUX CIRCLE; THENCE N01'00'58" E PHA SE 4 N i71718.95 E 1n203z.9t ALONG SAID EAST RIGHT-OF-WAY LINE, 62.01 FT.; THENCE N88'59'07W, 11 N 171780.95 E 1172034.00 45.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF CHEVAUX CIRCLE; THENCE S01'00'58"W ALONG SAID WEST RIGHT-OF-WAY LINE, BEING PART OF TRACT B, ® N 171781.75 E 1171989.00 89.72 FT. TO THE NORTHEAST CORNER OF SAID LOT 31R, BLOCK 1; THENCE GLENN JOHNSON RANCH SUBDIVISION ® N 171692.05 E 1171987.43 N88'59'027W ALONG THE NORTH LINE OF SAID LOT 31R, 120.00 FT. TO THE POINT OF BEGINNING, CONTAINING 6.5197 ACRES MORE OR LESS. PULASKI COUNTY, ARKANSAS APRIL, 2002 I L Pill Signed BY: Cr- �p'p�p7 n7��7 n �v�n r�v��7 7�r19ATE: '�anL VV 1b 1l (C�-DLl11L 1G1NAY <a LlIL�V.�.�l!!Sl L( l� 9 I V (40 1I CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 0 0 c zu Ind Z002 05 :SO :5i SZ unP anj 1tlld\h3SVHd\xnVA3H0\20O2\ :N S- w) q