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HomeMy WebLinkAboutS-0867-IIIIIII Mapyv © \ BUILDING—L7NE- 60, —_ -1_ -- - —� ---' -" �!lIIIIIIIIIIMRestr�ictedPar�king r m , � I I CST 2 R 7.47' ain D"N38 W \I A C247.$1' JOE T. RO$INSON " 1 i� NU08'04"W 93 .60' ' 164' 68' 6 60' 60' 60' �. LSO,, K \. 7� � f �12 I1 � i ' g �" 10;'' M 1 5_BfLDING LINE 59' 59' �. SO' 60,60' 60. IT 1 vff— N - 7- � I Restri ted Parking' i Bt' 60 60'I I 60' y 60, 60, !w� �r / �ly ' 15' BUILDING LINE � \.\� S``t \'77— \✓ e � lor— sss 60 60" X\ .yk rn W - 40' j'PRIVATE z , COMMUNITY PARK 40 0 40 Scale 1 " = 40 ft iFi 7 8 g 10 0 M qR = x 10 �d 0 18 '1 7 o ZiROBINSON yy oR� cy�-'Y AA 19 0 21 22 Vicinity Map 1 .=4000' W 09 / _4 4.78v. v R447 47' a st 8_ wer 8 03`43" W- _` forr�maiil� V y v L 41.54 -�77, LEGAL DESCRIPTION Z_ \ \ \ THE SE1/4 AND SW1/4 OF SECTION 16, T-2-N, R-14-W, LITTLE ROCK, — PAR, t SCRIBED AS FOLLOWS: PUI',9`�K; COUNTY, ARKANSAS, MORE PARTICULARLY DE JAL VALLEY, AN COMME'i-'ING AT THE NORTHEAST CORNER OF LOT 6, BLCEKS84'01'31 75, "E 63.80 FT. T'0 * \ �HE�AL VALL Y ADD`9 TO THE CITY OF LITTLE ROCK, ARKANSAS; A PONT ON THE EAST RIGHT-OF-WAY LINE OF CHALAMONT DRIVE; THENCE NORTHERLY � �- -WAY LINE BEING THE ARC OF A 185.50 FT. RADIUS CURVE TO\\, FUTURE SUBD.IV�S N AL,71 AIO EAST RIGHT -OF \ / THE ?IC iT, A CHORD BEARING AND DISTANCE OF N18'S0'S8"E, 82.67 FT.; THEN ,E NORTHERLY CONTINUING ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING: - - (1) t ,N MEASTERLY ALONG THE ARC OF A 185.50 FT. RADiU: CURVE TO THE RIGH , -^ CHORD BEARING AND DISTANCE OF N3747'22'E, 6.90 FT.; (2) NORTHEASTERLY ALOP,", i`iE ARC OF A 1835 FT. RADWU CURVE TO THE RIGHT, A CHORD BEARING AND DISTP AC OF N45.59'O "E, 7.88 FT.; (3) NOR'; H' ASTERLY ALONG THE ARC OF 188.00 FT, PC 11 Q / RAD ::URVE TO THE RIGHT, A CHORD BEAR'NC AND DISTANCE OF N73'36'55"E, 100.47 FT.; CERTIFICATE OF PRELIMINARY {41 GO'S0"W, 50,14 FT.; (5) NORTHWESTERL3' ALONG THE ARC OF A 188.00 FT. RADIUS (4) t 0 THE RIGHT, A CHORD BEARING AND DISTANCE OF N74.04'07"W, 98.88 FT.; (6) .••••""•''•"••••.... SURVEYING ACCURACY NOR`HWI:STERLY ALONG THE ARC OF A 18.75 FT. RADIUS CURVE: 'TO THE RIGHT, A CHORD r,o '� �Zs F � � BEr'tNe: AND DISTANCE OF N49-02'25"W, 6.37 FT.; (7) NORTHWESTERLY ALONG THE ARC OF �� r� CERTIFICATE OF PRELIMINARY ��G,,..••••••.,e � ''.• A t ;, FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N21'21`14 W, `��j 1 E o f' ENGINEERING ACCURACY �;' mac}'`" •., I, Paul M. White, hereby certify that !`J I / 114 :6 r (8) NO3-26'56"W, 129.15 FT. AND (9) NORTHERLY ALONG THE ARC OF A �� ANSA� ,� r.. Au NSAS this; plat correctly represents a bound— 1 14r1 4t' T. RADIUS CURVE C'0 THF. RIGHT, A CHORD BEARING AND DISTANCE OF N09'44'25"E, 1 639.`36 FT.; THENCE S62"29'38"E, 707.65 FT, 10 A POINT ON THE WEST LINE OF THE * * I, ZTimothy E. Daters, hereby certify 128 sa1c survey made of verified by me that all PULASKI COUNTY SPECIAL SCHOOL DISTRICT PROPERTY; THENCE S03'07'47"W ALONG SAID in requirements of the State of / WEST LINE 1466.10 FT. TO THE SOUTHWEST CORNER OF SAID SCHOOL PROPERTY AND �BCISTEI4E® th4t this plat correctly represents a O : NaT se5t'vseY g d THE P trJr of .10 F . TO r�OF8SS10NA�Iat made by me, and that engineering , f�konsos and City of Little Rock Sub and S83'08' BE ALONG THE SOUTH LINE OF SAID SCHOOL PROPERTY, 930.60 FT,; IBNGINO;E� requirements of the Little Rock sl°°•..,,M. �2ti Sion Rules and Regulations have been THENCE S13.47'31"W, 392.79 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF * R * 6 divlSion Rules and Regulations have '•.°,�N�L A p�?;�bmplied with and a copy of said CH.ALAWONT DRIVE; THENCE WESTERLY ALONG SAID NORTH RIGHT—OF—WAY LINE THE "Al jp �ya.5033 � 've been compiled With. boundary has been duly filed for record FOLLOWING: (1) N7T09'44"W. 244.78 FT.; (2) WESTERLY ALONG THE ARC OF A 447.47 FT. i0 E OP//t in offices of the State Surveryor and RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N68 03 43"W, (eneral Notes: the Pulaski County Circuit Clerk 141,54 FT.; (3) N58.57'43"W, 207.52 FT.; (4) WESTERLY ALONG THE ARC OF A 507.47 FT. 1 Owner & Developer: ��rl..ir�� 20_, in Plat Book_Poge RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N 02.923FT. Deltic Timber Corporation Date of Execution Timothy E. Daters f 247.81 FT. AND (5) N8746'28"W, 48,98 FT.; THENCE NO3'08'32"E, 202.92 FT. TO 7 Chenal Club Circle Registered Professional THE POINT OF BEGINNING, CONTAINING 6.12 ACRES MORE OR LESS. Little Rock, AR 72223 Engineer No. 5033, Arkansas 9 Source of Title: 88-61004 Date of Execution Pau White, Registered Land 2. Linear feet of Internal Streets: 950 LF Surveryor No. 1281, Arkansas 3. Average Size of Lot: 60' x 150' 4. Number of Lots: 22 Lots 5. Applicable existing covenants: None CERTIFICATE OF PRELIMINARY PLAT APPROVAL 6. Source of Water Supply: CAW 7. Source of Wasterwater Disposal: LRWU All requirements of the Little Rock 8. Variances: Street Intersection Grade Subdivision Rules and Regulations Advanced Grading relative to the preparation and Reduced Front Bldg Setback submittal of a preliminary plat having Reduced Side Yard Setback been fulfilled, approval of this plat Reduced Lot Size is hereby granted, subject to further 9. Floodway / Floodplain: N/A provision of said Rules and Regulations 10. Municipal Boundaries: Inside Corporate City Emits This certificate shall expire. 11. Maintenance of tracts and pedestrian trails will be provided for within the Bill of Assurance. 12. Number of Phase: One Phase Date of Execution Planning Administrator 12. Tract A, B & C provided as buffer, to be maintained by POA. OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. Page Instrument No. PRELIMINARY PLAT Lots 1-22, Block 65 (74 TRACTS A, B & C LITTLE ROCK PLANNING COItAMISSION CTENAL VALLEY APPRc.IVEQ,suB,I�c,rTGTHEGor:DITI^r!s AS NOTED IN THE PLANNIN� C ; AIISS:ON MINUTE RECORD DATED c BY. 1(9�)t ~ Phase 18 E-2 °ATE—�r- An Addition to the City of Little Rock ®etober 19, 2009 Devised: lvovernnber 18, 2009 WIHTE DATERS & ASSOCIATES, LVC. CIVIL ENGINEERING, LAND PLANNING di DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITRE ROCK, ARKANSAS 72223