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Home My WebLink AboutS-0045-A-66 Map 1OTTER CREEK - TRACT A CERTIFICATE OF PRELIMINARY PART OF THE NE1/4 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 AND SE1/4 THE NERD 1NS OF SECTION 9, T-iLY 1, Paul M. White, hereby certify that THENCE NO2'04'36"E ALONG THE WEST LINE THEREOF, 504.54' TO THE W , PULASKI R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY AR this plat correctly represents a bound - POINT OF BEGINNING; THENCE CONTINUING NO2'04'36"E ALONG SAID WEST DESCRIBED AS FOLLOWS: CERTIFICATE OF PRELIMINARY ary survey made of verified by me that all LINE, 140.45' TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF INTERSTATE ROUTE #30; THENCE N43'48'35"E ALONG SAID EAST RIGHT- ENGINEERING ACCURACY surveying requirments of the State of OF -WAY LINE, 745.90 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE COMMENCING AT THE SOUTHWEST CORNER OF SAID NE1/4 NW1/4, SECTION 9; THENCE S02'04'36"W Arkansas and City of Little Rock Sub - OF THE MABELVALE WEST INTERCHANGE AS SHOWN ON SHEET NO.4 OF JOB ALONG THE WEST LINE OF THE SE1/4 NW1/4, 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 #B60109 OF THE ARKANSAS STATE HIGHWAY COMMISSION; THENCE EASTERLY 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 ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING: (1) S46'15'26"E, 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 61.74; (2) SOUTHEASTERLY ALONG THE ARC OF A 530.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S58'27'05"E, FOLLOWING: (1) NORTHEASTERLY ALONG THE ARC OF A 50.00 FT. RADIUS requirements of the Little Rock in Offices of the State Surveryor and 223.90 CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N61-57'38"E, FT.; (3) N19'21'16"E, 10.00 FT.; (4) EASTERLY ALONG THE ARC OF A 3.41 FT.; (2) NORTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS Subdivision Rules and Regulations have the Pulaski County Circuit Clerk on 520.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N89'22'55' E 35523 FT 5 N20'32'43"W 10 00 FT 6 CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N79-46'14"E, have been compiled with. 19 , in Plat Book Page — () ( ) 16.91 FT.; (3) NORTHEASTERLY ALONG THE ARC OF A 430.00 FT. RADIUS NORTHEASTERLY ALONG THE ARC OF A 510.00 FT. RADIUS CURVE TO THE CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N75'27'12"E, LEFT, A CHORD BEARING AND DISTANCE OF N56'47'30"E, 222.82 FT.; 350.77 FT.; (4) N51'22'50"E, 220.37 FT. AND (5) NORTHEASTERLY (7) NORTHEASTERLY ALONG 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 Timoth E. Daters RIGHT, A CHORD BEARING AND DISTANCE OF N49'44'34'E, 72.84 FT.; BEARING AND DISTANCE OF N89'37'51"E, 61.92 FT.; THENCE y Date of Execution Paul M. White, Registered Land (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 Registered Professional 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 iR, 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) CERTIFICATE OF PRELIMINARY PLAT APPROVAL 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 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"W, 50.00 FT.; THENCE N87'28'06"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 Regulations 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 the re aration and DISTANCE OF N83'51'47"W, 10.35 FT.; THENCE SO8'39'52"W ALONG Date of Execution Name P P 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 SA D 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.; Date of Execution Planning Administrator THENCE NORTHWESTERLY ALONG THE ARC OF A 615.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING A NO DISTANCE OF N61-54'03"W, 262.22 FT.; THENCE N74'12'35"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: i CDNST55'34 R380."E00' BEGINNING AT THE SOUTHWEST CORNER OF SAID NEt/4 NW1/4,SECTION 9; , Lcs.oa' THENCE NO2'04'36"E ALONG THE WEST LINE THEREOF, 504.54'; THENCE I / SOUTHEASTERLY ALONG THE ARC OF A 540.00 FT. RADIUS CURVE TO THE S LEFT, A CHORD BEARING AND DISTANCE OF S65'37'10"E, 150.95 FT.; THENCE S74'12'35"E, 112.80 FT.: THENCE SOUTHEASTERLY ALONG THE ARC OF A 615.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND G �� m 'R3 i 4'34'E DISTANCE OF S61'54'03"E, 262.22 FT.; THENCE S49'35'30'E, 108.26 i DNa9' c7z.6'E FT; THENCE S40'24'30"W, 30.00 FT. TO A POINT ON THE WEST RIGHT- i ``. OF -WAY LINE OF C.E. TOLAND COURT; THENCE SOUTHERLY AND WESTERLY ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING:(1) SOUTHERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND >� 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 RIGHT, A CHORD BEARING AND DISTANCE OF S7456'40"W, 295.82 FT.; j'1 }o ROAD (4) NORTHWESTERLY ALONG THE ARC OF A 25.00 FT, RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N58'01'18"W, 19.89 FT. AND- (5) WESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE LEFT, v7 - R510.� A CHORD BEARING AND DISTANCE OF S85'18'16'YJ, 86.72 FT.; THENCE --------------- - - - - - - - - p CONS �22 82 R530.00' - N45'2T201N, 32.08 FT. TO A POINT ON THE WEST LINE OF THE SE1/4 CDS58'27'05"E NW1/4 SAID SECTION 9' THENCE NO2'04'36"E ALONG SAID WEST LINE P Lc223.90' - N s oW 51.17 FT. TO THE POINT OF BEGINNING, CONTAINING 5.3258 ACRES MORE OR LESS. �•. �p -' � � :�o Ise• w� R520.00' CDN8922.55"E 90 LC355.23' 4� T 4 PSGA, ACRES / l 1.86 ACRES so LOT 8 3.03 RES e LOT 3 m 3.09 ACRES Cf9 ell a9 / n.••.- �' tr P� •OOOFD tree /0.65' ( ;'+ -�. LOT 2 / LAMAR ..., I «°pF' TLC IIitJ}'I_'t"Il_`; 1. C ` f`03 V J '\. R5 f.. CDN65'37 LC1504d .9s ° "� / ay LOT 5 ' i B( 2.27 ACRES w ,\ \oG\F �-' T 9 2.12 S •.' R6 5 00' 'q.' ✓' LC262.22 \ - 6a \ 'a I Otter Creek Road eaat N8724'38"W 360�,30' a,' OT 6 .« 2.2 ACRES "° EPd wro IiO 17 pw :l w000eo R602 6' IR tll Mom. 104 LOT 1 CON56622` 7 50. --.� \�Ht9 i LC26.62' K9 WL F. N111 IMIK AMERMAN PAPER TiFINE coso Lc s-o \ BUMMOG 1"r ,.,. CDN66.51:05 LC307.90 `�. R50.00' R 0.00� f`'i �� CDS36.58'25"E _- i C N59'3Y51"E LC71.20' R542.96' CDN83'51'471V �R602.961. � J _ _.LCt0,35' i CDS59'gq88,,'p2'E \'... .' - �� cu ' PP R50.OD1, ;. 2 LC162?15' !''o �`�..\ ff h. n mli n� CDS85.181 ^N \ n OTTER CREEX SOUTH as mn +- LC86.72' 25.00I.' 7e�O $ ROAD 4.1 v ' N58Ot'18 y(�/ IS74.56'40'W i / CDS 509E .T �'1• i '89'— \ LC295.82' i /.J . w k o �a ,,� yo 0 1.13 ACRES r ,, 1.0 ACR.�S y / tit R25.00' R4 75'27'12'E / SO.- 0" CDN79'46'14"E i '/C 350.77' '� / Nit' " ' CDN61'5 ' E 16.91' �— ^'Oi R602.91 t I LC . 1' -- d'? v I CDS09.05'49 LOT 13 LC138. I' is .o• �\ 1.88 ACRES 300 in ottx g m Circb � .50 w Otter Gcek oho r > South Road 6 J 3 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. 8. Source of Wasterwoter Disposal: LRWWU Variances: None 9. Floodway / Floodplain: N/A 10. Municipal Boundaries: Inside Corporate City Limits 11. Phasing Plan: As Market Demands I I t I , I I I q i Q I n I I LOT 12 �— ' I � b 2.48 ACRES R_ 00' - -- CD54T37'71' LC7. Ias Hon Mn n j I t ''.,7{Y'(':1'7 PRELIMINARY PLAT Lots 1 — 13 2&NZ � Z � u co F _ zs-z,oj, a �u1 CO �wlow =a�zS cm' Otter Creek South Addition An Addition to the City of Little Rock February 21, 2006 March 15, 2006 ^® WHITE- DJ TERS & ASSOCIATES, INC La CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING El 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PH. 501-821-1667 FAX. 501-821-1668 Job No. 06-???J