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HomeMy WebLinkAboutS-0200-L MapPaul M. White, hereby certify that .... this plat correctly represents a bound- ,"'twg survey made of verified by me that all rJeying requirments of the State of r'9' anfts and City of Little Rock Sub- tyi 'onsRules and Regulations have been " o plieQ with and a copy of said un has been duly filed for record 's of the State Surveyor and (Aki County Circuit CI on Orin Plat Book_P ge 1 �5%- c�6Y Yzl bate of Execution Paul hite, Registered Land Surveryor No. 1281, Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY /l SSA TE a I, Timothy E. Daters, hereby certify (/ Ahii LN +.;'that this plot correctly represents a plat made by me, and that engin i g It EC, is T Luirements of the Little , ;,requirements pit 0 w E 5 4 311. ; Subdivision Rules and gulations a have been complied th. ENGINES"i ►'lj0 NO.5033 ate of Execution Timo Eers E. 9Pa ist red Professional i Enaineer No. 5033. Arkansas OWNER OR DEVELOPER Date of Execution Name Address Source of Title D.R— Instrument No. CDS46'S6'40'E q' CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator 3P aR STATE HWY # 10 VICINITY MAP Scale 1"=2000' 200 0 200 Scale 1" = 200 ft NORTHWEST TERRITORY PHASE 11 OR A TRACT OF LAND LYING PARTLY IN THE S112 SECTION 10 AND PARTLY IN THE N112 SECTION 15, T-2-N, R-14-W, PULASKI COUNTY ARKANSAS MORE PARTICULARLY DESCRIBED AS, STARTING AT THE NW CORNER OF THE SE1/4 NE114 SAID SECTION 15; THENCE S01'11'58'W ALONG THE WEST LINE THERE OF 504.87 FT.; THENCE N88'48'02'W, 145.72 FT TO THE POINT OF BEGINNING OF THE TRACT DESCRIBED HEREIN; THENCE S17-35'55'W, 179.74 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 925.37 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S0636'04'W, 353.06 FT.; THENCE SO4'23'47"E, 158.39 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S4656'40'E, 33.81 FT. TO THE NORTH RIGHT?OF?WAY LINE OF ARKANSAS STATE HIGHWAY No. 10, THENCE WESTERLY ALONG SAID RIGHT?OF?WAY LINE THE FOLLOWING COURSES AND DISTANCES; (N89'29'33'W, 70.93 FT; N83'33'24"W, 85.53'; N89'05'09'W, 219.21 FT); THENCE NO1°11'58"E, 267.75; THENCE N88'OO'32"W, 329.43 FT.; THENCE N01'37'37"E, 376.12 FT.; THENCE N6V57'40'W, 770.81 FT.; THENCE S7678'02"E 514.61 FT.; THENCE NiZ45'10"W, 348.87 FT.; THENCE N06'55'46'W, 203.76 FT.; THENCE N34'28'50"W, 213.13 FT.; THENCE N4727'15"E, 666.50 FT.; THENCE N38'22'03'W, 110.40 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 570.00 RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N54.20'39"W, 313.78 FT; THENCE N70'19'15"W, 726.98 FT.; THENCE WESTERLY ALONG THE ARE OF A 188.00 FT RADIUS CURVE TO THE LEFT A CHORD BEARING AND DISTANCE OF N88'49'32'W, 119.34 FT.; THENCE WESTERLY ALONG THE ARC OF A 85.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N89'21'12"W, 52.49 FT.; THENCE WESTERLY ALONG THE ARC OF A 188.00 FT RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N89-49'54"W, 119.00 FT.; THENCE S71-43'16'W, 324.08 FT; THENCE SOUTHWESTERLY ALONG THE ARC OF A 470.00 FT RADIUS CURE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S6725'37"N, 157.86 FT.; THENCE S5Y07'48"W, 325.13 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 550.00 FT. RADIUS CURVE TOT HE RIGHT, A CHORD BEARING AND DISTANCE OF S60'21'30'W, 140.92 FT; THENCE S67'35'12'W, 183.60 FT. TO THE NORTHERNMOST CORNER OF LOT 4C, NORTHWEST TERRITORY ADDITION, UTTLE ROCK, ARKANSAS RECORDED IN PUT BOOK F AT PAGE 872 OF THE RECORDS OF PULASKI COUNTY ARKANSAS, THENCE S67'35'12'W ALONG THE WEST LINE OF SAID LOT 4C 196.53 FT.; THENCE CONTINUE ALONG SAID WEST LINE, BEING THE ARC OF A 328,10 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S53.50'12'W, 155.97 FT.; THENCE S40'05'1I'W ALONG SAID WEST LINE, 156.72 FT.; THENCE CONTINUING ALONG SAID WEST LINE, BEING THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S0576101, 35.68 FT. TO THE EAST RIGHT?0F?WAY LINE OF CHENAL PARKWAY, THENCE N50'57'31"W ALONG SAID EAST RIGHT?OF?WAY LINE, 105.02 FT.; THENCE EASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS TO THE LEFT, A CHORD BEARING AND DISTANCE OF N84.3350"E, 35.03 FT,• THENCE N40'05'11"E, 158.73 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 388.10 FT RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N5_750'12'E, 184.49 FT.; THENCE N67-35'12'E, 371.21 FT; THENCE NORTHEASTERLY ALONG THE ARC OF A 500.00 FT. FT.; THENCE N53'07'48'E, 325.13 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 530.00 F. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N62*25'37*E, 171.24 FT; THENCE N71'4326E, 325.25 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 188.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N53.09'52'E, 119.68 FT; THENCE EASTERLY ALONG THE ARC OF A 85.00 FT RADIUS CURVE TO THE RIGHT. A CHORD BEARING AND DISTANCE OF S89'21'11'E, 141.01 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 168.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S51'4858"E, 119.34': THENCE S70'19'15"E, 726.98 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 630.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S57'05'08"E, 288.47 FT; THENCE S3822'03'E, 209.81 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 630.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S29-13'11'E 200.32 FT.; THENCE S40'58'49"E 287.81 FT.; THENCE SOUTHERLY ALONG THE ARC OF A 305.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S11'41'24"E, 298.43 FT. TO THE POINT OF BEGINNING, CONTAINING 37.51 ACRES MORE OR LESS. Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwater detention ordinance does apply to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide stripping 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. Streets to be 36' ft. wide in 60 ft. right-of-way easements unless otherwise as shown. 8. Average Lot Slope = 10% (Ranges from 5% to 14%) 9. Easements for proposed stormwater drainage facilities are required. 10. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. P E Y! 5 E p PRELIMINARY PLA T Lots >, 2, 2A & 3 THE DIVIDE PHASE I) LITTLE ROCK PULASKI COUNTY AR General Notes: > > 1. Owner & Developer: Pfeifer Development Company 900 South Shackleford Road, Suite 409 BEING PART OF SECTIONS 10 15 & 16 Little Rock, 2. Linear feet off Internalernal Streets: 6530 Lf LITTLE ROCK PLANNI'C T- R-14—W PULASKI COUNTY, AR 3. Average Size of Lot: Varies 4. Number of Lots: 4 Lots A4 "'I ii `7="iv'„vtSCO.o.fulS '� 1 October 11, 2004 5. Applicable existing covenants: None M'i,'J' t'' DLrrED — - November 3, 2004 6. Source of Water Supply: Central Arkansas Water 6Y: <-- -1 7. 8. Source of Wasterwoter Disposal: LRWWU Variances: None DATE: f ry t R" Cf�p I - ei ` Fi�i 4MJ1 -r'p I ��j f �� I I r „ 1 r f I�/I l ✓� 9. lain: N/A FloodMunicipal ay / FloodpBoundaries: 10. Municipal Boundaries: Inside Corporate City Limits © Ds�MW & �s�e�®��.Q =49 �J� y 11, Phasing Plan: Market Driven 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 12. Average Slope of Lots = 10% (Ranges from 5% to 14%) 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 S-`DW