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HomeMy WebLinkAboutS-0867-MMMMMMMM MapA s 100 0 100 300 Scale 1 " = 100 ft OPEN SPACE cn 0 CD 0 )000C> 000 o / p � / R282.00 F BRED P / / / C�Ra CD N24'35`"47"E % ��AA Al RNA'sOE % �/ N R ��" LC 67.28' f 6 R13'21' i y� f / / / I CD LC42.431 „E � L I / I l �l 32 674 15` i SD C� �, ��/ AND S I� CA S ACCES Q 1 / T/LI I I I 31 Zg 50 234.55, /yfl�lT Z / I 4 � SNSE �NY v c ? / R259.50' 47"E 41' a I I— 60` SNARED ASEMENT I o c e. g f 980.54' � N 15'00'40"E Gp ty22 5p Z05 �� 1 4 — C J `AND UTILf Y Z' .79 AC CD 67"21'08"E LC 13.27` Rg4 2 GE55'c �, I > lei' AC I w I / � � l I LEGAL DESCRIPTION L 50.16' "� 1 SAPg� �SEMFN 4 _ r ' P1, SRO I I � L 'C r I _r p / I PARTICULARLY DECT OF SCIRIBEDCTION 36, AS: STARTING AT TOWNSHIP THE CENTER OFNGE SAIDI4 WEST, SECTION 3S; THENCEUS01'02R12"WS ALONG THE NG MORE EASTERLY D' \V L ,� 'I ((� (( ".z I I , / I / LINE OF THE NORTHEAST 1/4 SOUTHWEST 1/4, SAID SECTION 35, 1021.50 FEET TO A POINT ON THE CENTERLINE OF n1�, \\ ✓ 5 V S� ` 1 • J 8 Alm C,;ij a' I CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FOOT RADIUS CURVE TO 2 . 7 AC 1 �- I 'R� l THE RIGHT, A CHORD BEARING AND DISTANCE OF S12'01'17"E, 208.28 FEET; THENCE S80'03'43"W, 80.00 FEET TO A POINT ��A4j rL4j C31 \ 10 I ON THE WEST RIGHT OF WAY LINE OF SAI E ��ZJ• / / / mil �\ 4 202' 216' j ss 17 q o /% VC 45 R202.50, \ Cp S 3�g7 3c3 r / 1 CD N33"25'24' AC R pp �Y� LC 111.02' / � R227.50' CD N50°18'44 LC 245.47' OPEN SPACE so �o RA C'a] r ul 0 Cn W 0 ��O* A�if 5' WALK IN 10' EASEMENT Ln N OTE: NO DRIVEWAYS OFF THE IE PRIVATE DRIVES WILL BE CLOSE; THAN 751 TO RAI ILING LOAD General Notes: 1. Owner & Developer: Deltic Timber Corporation 7 Chenal Club Circle Little Rock, AR 72223 Source of Title: 621-233 2. Linear feet of New Streets: 0 Lf 3. Average Size of Lot: 2.2 Acres 4. Number of Lots: 2 Lots 5. Applicable existing covenants: None 5. Source of Water Supply: Central Arkansas Water 7. Source of Wasterwater Disposal: LRWU 8. Variances: Advance Grade Both Lots with Development of First Lot g. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: Under Contract 12. Zoning: C3 I, Daniel W. Havner, hereby certify that this plat correctly represents a bound— ary survey made of verified by me that all surveying requirments of the State of Arkansas and City of Little Rock Sub— division Rules and Regulations have been compiled with and a copy of said boundary has been duly filed for record In offices of the State Surveryor and _( ,he Pulaski County Circuit Clerk on 20_, in Plat Book _Page 11-16-2017 T_)j�k STATE OF ARKANSAS NO. 1542 Date of Execution Daniel W. Havner, Registered Land Surveryor No. 1542, Arkansas A4 A N v 0 RP Cry OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. Page Instrument No. _ y / I D CH NAL PARKWAY, THENCE NOft7HWESTERLY ALONG SAID WEST RIGHT OF WAY LINE, BEING THE ARC OF A 27114.80 FOOT RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 1111'54'08"W, / 190.89 FEET; THENCE S7TOB'01 "W AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE, 10.00 FEET; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE, BEING THE ARC OF A 2774.80 FOOT RADIUS CURVE TO I THE LEFT, A CHORD SEARING AND DISTANCE OF N18'51'10'Y,1, 4113,11 FEET; THENCE N5T0S'11"E CONTINUING ALONG SAID I WEST RIGHT OF WAY LINE, 10.00 FEET; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE, BEING THE ARC OF A 2784.79 FOOT RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2744'23"W, 378.14 (J\ FEET; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE 1010.59 FEET; THENCE S5W21'21"W CONTINUING ALONG SAID WEST RIGHT OF WAY LINE, 20.00 FEET; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT OF WAY LINE, 1152.98 FEET; THENCE NORTHWESTERLY CONTINUING ALONG SAID WEST RIGHT OF WAY LINE BEING THE / / I ARC OF A 5829.5B FOOT RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N31'38'15"W, 1.45 FEET; THENCE S58'21'21"W, 474.00 FEET; THENCE S17'44'44W, 345.08 FEET; THENCE ALONG THE ARC OF A 282.00 FOOT RADIUS / CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF S24'35'47W, 57.28 FEET; THENCE S31'25'50"W, 104.18 / / I FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S31'25'50"W, 529.97 FEET; THENCE ALONG THE ARC OF A 340.50 FOOT RADIUS CURVE TO THE LEFT, HAVING A CHORD BEARING AND DISTANCE OF S24'52'30"W, 77.95 FEET; THENCE 571'25'34"E, 375.54 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF RAHLING ROAD; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE FOLLOWING THE ARC OF A 1497.39 FOOT RADIUS CURVE TO THE RIGHT, HAVING A CHORD BEARING AND DISTANCE OF N27-58'06"E, 488.85 FEET; THENCE N52-38'13"W, 347.21 FEET TO THE POINT OF BEGINNING. G\ CONTAINING 4.3895 ACRES, MORE OR LESS. I /I CERTIFICATE OF PRELIMINARY ®sr1St_A�T� CERTIFICATE OF PRELIMINARY PLAT APPROVAL ENGINEERING ACCURACY 11! .GRINS S 11 L_J �� All requirements of the Little Rock I, Timothy E. Daters, hereby certify , RRGd * * ��� Subdivision Rules and Regulations that this plat correctly represents a 0 relative to the preparation and plat made by me, and that engineerirr��� submittal of a preliminary plat having requirements of the Little Rock EER ,1� been fulfilled, approval of this plat Subdivision Rules and Regulations have'*,,TIWOTHY E. 7ATERs 11 is hereby granted, subject to further have been compiled with. No. 5033 OI�1 provision of said Rules and Regulations ��„so��/s This certificate shall expire. 11-16-2017 Date of Execution Timo by E. Daters Registered Professional Date of Execution Planning Administrator Engineer No. 5033, Arkansas OF AUly�9,,, � = WHRE-DATERS 9� LM c & ASSOCIATES, E O O INC. = z �gySAS _ EN��, ••• I � i PRELIMINARY PLAT OF LOTS 4C 4D, TRACT 4 CHEIVAL VALLET AN ADDITION TO THE CITY 0 LITTLE ROCS; ARKANSAS OCTOBER 30, 2017 REVISED NOVEMBER 22, 2017 ® WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 ScEl w NOV 2 7 2017 I