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HomeMy WebLinkAboutZ-5936-E Map 1I W ARKANSAS STATE PLANE COORDINATE NORTH ZONE N 159434.19 E 1173_859.08_ N 15903_6.20 E 117410_4.35 _ N 159016.03_ E 1174151.85 N 159084.48 E 1174252.17 N 159110.04 E 1174293.11 N 159154.26 E 1174382.81 _ N 159188.69 E 1174437.94 -_ 1/2" IRON PIN W/ CAPW/D 1 SET AT ALL CORNERS. 1281 DELTIC TIMBER CORPORATION 2 \ ` ZONED MF -18 J O '3 n C 512 L� DELTIC TIMBER CORPORATION ,ONED C--3 aE \ o \ w n \\ \o DELTIC TIMBER CORPORATION <1 / \.. _....._CAS MARKE General Notes: 1. Owner & Developer: Bank of The Ozarks 12,615 Chenal Parkway Little Rock, AR 72211 Source of Title: 2005- 2. Linear feet of Internal Streets: 0 Lf 3. Average Size of Lot: 4.7 Acres 4. Number of Lots: 1 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: CAW 7. Source of Wasterwater Disposal: LRWWU 8. Variances: None 9. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: One Phase 12. Maintenance of Access & Utility Easement will be provided for within the Bill of Assurance. Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance applies to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide striping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements are for utilities and drainage where needed. 7. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. \�EYEloP TO E WID "YCWhLS� LIGH i SIGNAL POLE_/!"�"_ GAS METS POLE /o \ o SOLE\ \ 8I�6h�sbs point of Jp� inning CABLE 1S ' > \IGNA\POLEWAT VALVE \ I I gWATER B.O. \ � \J I -Q'• 56�/ ._ S / SIGNAL POLE \ \ Sl C' POLE h�j5 kEs a�t,., ^ ��V / 9 • RISER \ \ \ \ R149 >� v L 36 FT. ACCESS & UTILITY ESMT. L N >' `4 so: S p P'� / ?�\o1�1 \,:P TELE MH \ \\ \ \ \ PART OF SECTION 36, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: 4 -': 5 S5' STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'1 2"W 0 9 /J \ ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S12'01'17"E, 208.28 FT.; THENCE S80'03'43"W, 80.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2784.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N11'54'08"W, 190.89 FT.; THENCE S76'08'01"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N18'51'10"W, 483.11 FT.; THENCE N69'09'11"E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2784.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N27'44'23"W, 378.14 FT.; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 1010.69 FT.; THENCE S58'21'21 "W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT. THENCE N31'38'39 "W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 1154.43 FT. TO THE POINT OF BEGINNING; THENCE N31'38'39"W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 36.00 FT.; THENCE S58'21'21"W, 420.00 FT.; THENCE S31 -38'39"E, 582.81 Fr.; THENCE NORTHEASTERLY ALONG THE ARC OF A 1497.39 Fr, RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N52'06'04"E, 66.25 FT.; THENCE N6659'40"W, 51.61 FT.; THENCE N31'38'39"W, 467.50 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 30.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N13'21'21 "E, 42.43 FT.; THENCE N58'21'21 "E, 354.00 FT. TO THE POINT OF BEGINNING, CONTAINING 35,588 SQ. FT. OR 0.82 ACRES MORE OR LESS. 0'� . _ Irl �-545 - R149739' CDN52'06'04"E % LC66,25' TRACT 5 (unrecorded) ZONED C-2 DELTIC TIMBER CORPORATION Tt�E Lot 3 \ ROAD \ R2784.79' L'DN27'44'23"W LC378.14' N6 �0 p0 CENTER SECTION 36 T -2-N, R -14-W R2774.80'E� `� o CDN18'51'10'W \ 2� 1'4 LC483.1 I' o '. I 0 L4 S750?;01� , 1 �s R2864.80' 10.0 , 1, CDS12'01'17"E R2784 Bo' -� �1 LC208,28' CDNI 7'54'08"W _C1 90.89' --lSea'0 80 �m TRACT 4A (unrecorded) A TRACT OF LAND IN SECTION 36, T -2-N, R -14-W, PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS: STARTING AT THE CENTER OF SAID SECTION 36; THENCE S01'02'12"W ALONG THE EASTERLY LINE OF THE NE 1/4 SW 1/4, SAID SECTION 36, 1021.60 FT. TO A POINT ON THE CENTERLINE OF CHENAL PARKWAY; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE, BEING THE ARC OF A 2864.80 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S12'01'17"E, 208.28 FT.; THENCE S80'03'43"W, 80.00 FT. TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY; THENCE NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2784.80 Fr. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N1 1'54'08'V, 190.89 FT.; THENCE S76'08'01 "W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2774.80 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N18'51'10"W, 483.11 FT.; THENCE N69'09'11"E CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE NORTHWESTERLY AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, BEING THE ARC OF A 2784.79 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N27'44'23"W, 378.14 FT.; THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 1010.69 FT.; THENCE S58'21'21"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT. THENCE N31'38'39"W AND CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 631.86 FT. TO THE POINT OF BEGINNING; THENCE N31'38'39"W CONTINUING ALONG SAID WEST RIGHT-OF-WAY LINE, 522.57 FT.; THENCE S58'21'21"W, 354.00 Fr.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 30.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF 513'21'21 "W, 42.43 FT.; THENCE 531'38'39"E, 467.50 FT.; THENCE 566'59'40"E, 51.61 Fr.; THENCE NORTHEASTERLY ALONG THE ARC OF A 1497.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N55'41'35"E, 121.45 FT.; THENCE N58'01'02"E, 48.27 FT.; THENCE N63'45'23"E, 100.00 FT.; THENCE N58'01'02"E, 65.00 FT.; THENCE N13'11'11"E, 28.37 FT. TO THE POINT OF BEGINNING, CONTAINING 205,613 SQ. FT. OR 4.72 ACRES MORE OR LESS. (BEARINGS BASED ON ARKANSAS STATE PLANE COORDINATES -NORTH ZONE) NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS, FIRM COMMUNITY PANEL # 050181 0039 F, OCT. 21, 2001. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, 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 the Pulaski County Circuit Clerk on 19_, in Plat Book _Page '2-- 2-2^oG Date of Execution Paul M. White, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have have been compiled with. Date of Execution Timothy E. Daters Registered Professional Engineer No. 5033, Arkansas t1 nR'S�s °o NO 1281 , stn r'� it y SITE PAU1 BANK / OZARKS Tract 4A CHENAL VALLEY An Addition to the City of Little Rock February 21, 2006 © WHITE -DA TERS & ASSOCIATES, INC. Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 Job No.