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Home My WebLink AboutS-0045-A-66 Map 2OTTER CREEK — TRACT A CERTIFICATE OF PRELIMINARY PART OF THE NEt/4 NW1/4 OF SECTION 9, T-1-N, R-13-W, LITTLE ROCK, OTTER CREEK - TRACT C SURVEYING ACCURACY PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NE1/4 NW 1/4, SECTION 9; PART OF THE NEi/4 NW1/4 AND SEi/4 NW 1/4 OF SECTION 9, T-1-S, I, Paul M. White, hereby certify that THENCE NO2'04'36"E ALONG THE WEST LINE THEREOF, 504.54' TO THE R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY plat correct) represents a bound - this y p POINT OF BEGINNING; THENCE CONTINUING NOT04'36"E ALONG SAID WEST LINE, 140.45' TO A POINT DESCRIBED AS FOLLOWS: CERTIFICATE OF PRELIMINARY ary survey made of verified by me that all ON THE EAST RIGHT-OF-WAY LINE OF INTERSTATE ROUTE #30; THENCE N43'48'35"E ALONG SAID EAST RIGHT- COMMENCING AT THE SOUTHWEST CORNER OF SAID NE1/4 NW1/4, SECTION 9; ENGINEERING ACCURACY surveying requirments of the State of OF -WAY LINE, 745.90 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE THENCE S02'04'36"W ALONG THE WEST LINE OF THE SE1/4 NW1/4, Arkansas and City of Little Rock Sub - OF THE MABELVALE WEST INTERCHANGE AS SHOWN ON SHEET NO.4 OF JOB SECTION 9, 51.17 FT.; THENCE S45'27'20"E, 126.42 FT. TO A POINT I, Timothy E. Daters, hereby certify division Rules and Regulations have been #860109 OF THE ARKANSAS STATE HIGHWAY COMMISSION; THENCE EASTERLY ALONG SAID RIGHT-OF-WAY ON THE SOUTH RIGHT-OF-WAY LINE OF C.E. TOLAND COURT AND THE POINT that this plat correctly represents a compiled with and a copy of said LINE THE FOLLOWING: (1) S46'15'26"E, 61.74; (2) SOUTHEASTERLY ALONG THE ARC OF A 530.00 FT. RADIUS CURVE OF BEGINNING; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE THE plat made by me, and that engineering boundary has been duly filed for record TO THE LEFT, A CHORD BEARING AND DISTANCE OF S58'27'050E, 223.90 FOLLOWING: (1) NORTHEASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO RIGHT, A CHORD BEARING AND DISTANCE OF N61-57'38"E, requirements of the Little Rock in offices of the State Surveryor and FT.; (3) N19'21'16"E, 10.00 FT.; (4) EASTERLY ALONG THE ARC OF A (TH 3.41 FT.; 2 NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUSCircuit Subdivision Rules and Regulations have the Pulaski CountyE Clerk on 520.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N89'22'55'E, 355.23 FT.; (5) N20'32'43"W, 10.00 FT.; CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N79'46'14"E, have been compiled with. 19_, in Plat Book (6) NORTHEASTERLY ALONG THE ARC OF A 510.00 FT. RADIUS CURVE TO THE 16.91 FT.; (3) NORTHEASTERLY ALONG THE ARC OF A 430.00 FT. RADIUS CURVE TO THE _Page LEFT, A CHORD BEARING AND DISTANCE OF N5647'30"E, 222.82 FT,; 17% NORTHEASTERL Y A LEFT, A CHORD BEARING AND DISTANCE OF N7527'12'E, 350.77 FT.; (4) N51'22'50"E, 220.37 FT. AND (5) NORTHEASTERLY LONG THE ARC OF A 347.74 FT. RADIUS CURVE TO THE ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD Date of Execution Timothy E. Daters RIGHT, A CHORD BEARING AND DISTANCE OF N4T44'34'E, 72.84 FT.; BEARING AND DISTANCE OF N8937'51"E, 61.92 FT.; THENCE Date of Execution Paul M. White, Registered LandRe Registered Professional (8) N01'58'01"E, 39.11 FT. AND (9) NORTHEASTERLY ALONG THE ARC OF SOUTHEASTERLY ALONG THE ARC OF A 602.96 FT. RADIUS CURVE TO THE g Surveryor No. 1281, Arkansas A 380.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND LEFT, A CHORD BEARING AND DISTANCE OF S59'48'02"E, 162.45 FT. TO Engineer No. 5033, Arkansas DISTANCE OF N59'55'34"E, 9.04 FT. TO A POINT ON THE EAST LINE OF A POINT ON THE WEST RIGHT-OF-WAY LINE OF WILLIAM DILLARD DRIVE; SAID NE 1/4 NW 1/4, SECTION 9; THENCE S02'35'16"W ALONG SAID EAST THENCE SOUTHERLY ALONG SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING: LINE, 932.98 FT. TO THE NORTHEAST CORNER OF LOT 1R, AREA 104, OTTER (1) SOUTHEASTERLY ALONG THE ARC OF THE 50.00 FT. RADIUS CURVE TO CREEK INDUSTRIAL PARK, LITTLE ROCK, ARKANSAS; THENCE N87'24'38"W THE RIGHT, A CHORD BEARING AND DISTANCE OF S25'57'19"E, 66.38 ALONG THE NORTH LINE OF SAID LOT 1R, 360.30 FT. TO THE NORTHWEST FT.; (2) S15'37'56"W, 73.49 FT.; (3) SOUTHERLY ALONG THE ARC OF CORNER THEREOF; THENCE S08'25'24"W ALONG THE WEST LINE OF SAID A 602.96 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE LOT 1R, 260.52 FT.; THENCE SOUTHEASTERLY CONTINUING ALONG SAID WEST OF S09'05'49"W, 138.00 FT.; (4) S02'31'13"W, 177.46 FT.; (5) LINE BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, A CHORD SOUTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE CERTIFICATE OF PRELIMINARY PLAT APPROVAL BEARING AND DISTANCE OF S36'58'25"E, 71.20 FT. TO A POINT ON THE RIGHT, A CHORD BEARING AND DISTANCE OF S47'31'13"W, 70.71 FT. AND OWNER OR DEVELOPER NORTH RIGHT-OF-WAY LINE OF OTTER CREEK SOUTH ROAD; THENCE (6) S02'31'13'14, 50.00 FT.; THENCE N8728'06"W, 49.95 FT.; All requirements of the Little Rock NORTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF THENCE S71'40'14"W, 167.26 FT.; THENCE N45'27'20"W, 631.77 FT. Subdivision Rules and Re A 542.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND TO THE POINT OF BEGINNING, CONTAINING 6.5495 ACRES MORE OR LESS. relative to thepreparationgulations DISTANCE OF N8T51'47"W, 10.35 FT.; THENCE S08'39'52"W ALONG Date of Execution Name and THE WEST RIGHT-OF-WAY LINE OF OTTER CREEK SOUTH ROAD, 60.00 FT. TO submittal of a preliminary plat having A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF SAID OTTER CREEK SOUTH ROAD; THENCE NORTHWESTERLY ALONG THE ARC OF A 602.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N66'51'05"W, 307.90 FT. TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF C.E. TOLAND COURT; THENCE NORTHWESTERLY ALONG SAID RIGHT-OF-WAY LINE BEING THE ARC OF A 602.96 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N5951'57"W, 26.62 FT; THENCE been fulfilled, approval of this plat is hereby granted, subject to further Address provision of said Rules and Regulations This certificate shall expire. Source of Tile D.R. Page N49 35 30 W CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 134.28 FT.; Instrument No. THENCE N40'24'30"E, 30.00 FT.; THENCE N49'35'30"W, 108.26 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 615.00 FT. RADIUS CURVE TO Date of Execution Planning Administrator THE LEFT, A CHORD BEARING A ND DISTANCE OF N61'54'03"W, 262.22 FT.; THENCE N7412'35"W, 112.80 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 540.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N65'37'10'W, 150.95 FT. TO THE POINT OF BEGINNING, CONTAINING 22.4903 ACRES MORE OR LESS, OTTER CREEK - TRACT B - - PART OF THE NE1/4 NW 1/4 AND SE1/4 NW1/4 OF SECTION 9, T-1-S, R-13- W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: R380.00' 55'34`E BEGINNING AT THE SOUTHWEST CORNER OF SAID NE1/4 NW1/4,SEC710N 9; CDN59'Lc9.Da' THENCE NO2'04'36"E ALONG THE WEST LINE THEREOF, 504.54'; THENCE SOUTHEASTERLY ALONG THE ARC OF A 540.00 FT. RADIUS CURVE TO THE o LEFT, A CHORD BEARING AND DISTANCE OF S65'37'10"E, 150.95 FT.; $W THENCE S74'12'35"E, 112.80 FT.; THENCE SOUTHEASTERLY ALONG THE z N 41 R3 7a ARC OF A 615.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND ' $ DISTANCE OF S61'54'03"E, 262.22 FT.; THENCE S4935'30"E, 108.26 DN49' .74 FT; THENCE S40'24'30"W, 30.00 FT. TO A POINT ON THE WEST RIGHT— /' C72.64' 3� OF -WAY LINE OF C.E. TOLAND COURT; THENCE SOUTHERLY AND WESTERLY ; +�+ + ° ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING:(1) SOUTHERLY ALONG THE �pr •eP6�� .w. ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND '. e."ewa reM! •. GYbtl yis DISTANCE OF S00'53'30"W, 77.15 FT; (2) S51'22'53"W, 188.70 FT.; (3) SOUTHWESTERLY ALONG THE ARC OF A 370.00 FT. RADIUS CURVE TO THE ' �� Sao ST RIGHT, A CHORD BEARING AND DISTANCE OF S74'56'40"W 295.82 FT.; f"" �O AD (4) NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N5601'18W, 19.89 FT. AND Rsto:� (5) WESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, .d 58'j�`�`--_---_-_-- --- CDN58'4T322 0' A CHORD BEARING AND DISTANCE OF S8518'16"W, 86.72 FT.; THENCE R53000 L624"0' N45'27'20"W, 32.08 FT. TO A POINT ON THE WEST LINE OF THE SE1/4 ' CDS27'0b"E NW1/4 SAID SECTION 9; THENCE NO2'04'36"E ALONG SAID WEST LINE, P L0223.90' OR 17 FT. TO THE POINT OF BEGINNING, CONTAINING 5.3258 ACRES MORE r' °o. R tsS. 9' ,tp V i CON69'R22'S520.ppppSi r .. aLC355.23' " T 4 ACRES iB LOT 7 1.86 ACRES s° LOT 8 3.03 RES ti LOT 3 y 3.09 ACRES e % 91l +a WOODM 4. tr LOT 2 1 LAMAR ' I _--- W <I \\ pi\I 10 i CDN65'37 "W95'� LOT 5 ° 1LC �5D aL 2.27 ACRES ' 'J �m 2.12 T S CDN6'0 LC262.22 30' &L� NBT24'38`W 360.30' \ OT 6 ~tea fa\ • 2.2 ACRES "° ab' } W R802.g8' 101' 1R NN iW i LOT 1 CON50 S -57'W CI�I alms WKWI 11L ow y4 LC26.62' ' ' M L M. M 50. �49. i AMERICAN PAPER T#7NE 3. Lc w?s, O �'k!1s1 Build" ttk296' ' • Px_1„l�iJ PJL�) „ iS E[ rF'i' lLC 100 CDN66'51'05 ' - LC307.90' R50.00' - - R 9 r' �.\ / COS36'S6'25`E r 8N18�9y'23�T51`E LC71.20' R542.96' qry r / - + - _ I � '1 �� - _ CDN83'51'47"W CDS5L 2`E r�. I ` $ __. "°-- - e Pp _. - PP 'L �R446g80,,2pp.96' /CLn�� /LC162�15'- n• a. mtDS815 t w OTTE CREEX SOUTH RDAD �� , y LC86.72' DN58'Ot'18" B378.'tf0 /' \ y 2� CD574'S6'40`W / 50.DO' LC295.62' COS LC7 19 IF LO 10 66/38 a m°G7.13 ACRES T i f Zo ! r - \I\— R4 0'/ ' / I R25,00' �iC 75'27'12'E 50, CDN79'46'14"E 350.77'Zr CDN61'5 - 8`E 16.91' et LC LC 1,CDsoiC139 00' LOT 13 1.88 ACRES it, WD If i � Q I LOT 12 ' 2.48 ACRES �� n su o 0 100 300 `"e Rs13'WI Scale 1 " = 100 ft,ve 3� o Otter Creek Road 06« € m kcb � nj0 w Otter Gcek pAt " South Rood P S S `s 0 Vicinity Map Not to Scale 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. General Notes: 1. Owner & Developer: 430 Investments, LLC C/o Colliers Dickson Flake Partners, Inc. 400 W. Capitol Ave, Suite 1200 Little Rock, AR 72201 Source of Title: 2005- 2. Linear feet of Internal Streets: 610 Lf 3. Average Size of Lot: 2.65 Acres 4. Number of Lots: 13 Lots 5. Applicable existing covenants: None 6. Source of Water Supply: CAW 7. Source of Wasterwoter Disposal: LRIAWU 8. Variances: None 9. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: As Market Demands 10726 NB 49.95 "W PRELIMINARY PLAT Lots 1 — 13 Otter Creek South U Z O n O In I� 0 U W 0 C) Z L 00 z w r a m = a W L O Iw- r�,zz �al��mo Addition An Addition to the City of Little Rock February 21, 2006 March 15, 2006 ® WHITE-DA IERS & ASSOCIA TES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 Job No. 06—???J