Loading...
HomeMy WebLinkAboutS-1441-A Map 3DA 375 ACRES 0 = 1400 CFS Quadruple 10' x 5' x 48� RC Box Culvert with Wingwalb San. s Wef manhole _-'-st 15' son. sewer 20 SEWER ESMT. / Instr, # 99_20457 R420.00' / CDN23'05' 16" E / 10 LC298.51' / I J I NO2'16'1 E 132, $'_ Iy I 'w au 5 � 330 - Z DA 58 ACRES R420.00' _ N 4 - R 80.00' \ 3DN8743'26"E 100 25' BLDG LINE CDNBT 3'30" E � LC T R2 5.00' 90.99' DNS '4 '54"E 25' BLDG LIE I 32o a• ...:................ L 1 .77' �✓P N821 09 E CER TIFICATE OF PRELIMINARY 274. 65' S86050' 10" E 333.69_ .47�_ (. SURVEYING ACCURACY / 30' BLDG LINE 118.00' 5' WAL TO BE CONSTRUCTED W/ `n t, Paul M. White, hereby certify that / 299,81 _----c,, - -� o :this plat correctly represents a bound- ' 30' SLOG LINE o ADJACE T DEVELOPMENT I `, N P 245.00' , / 12 " 4 I ;' surveying survey made n verified by me that all 2 27" E � „ � surve in re uirments of the State of R245.0(0 Arkansas and City of Little Rock Sub- 1 5359.42 division Rules and Regulations have been 258.64 CDS44'36'41"W M 15 I complied with and a copy of said LC196.34' h ' `c� o� + M I11 0987.74 boundary has been duly filed for record `� j0 JI CO in offices of the State Surveyor and C6 � I I the Pulaski County Circuit Clerk on / (c10 I�5' WALK I I 20, in Plat Book_Page I 0 100 Scale 1" = 100 ft 261.69' I 60' R.O.W. Date of Execution Paul M. White, Registered Land 298.97' 285.09' HA F S 305.57' I I Surveyor No. 1281, Arkansas ' STREET IMP L 30° ILL BE MADE TO PATRICK 1 5' WALK TO B CONSTRUCTED-W/ COUN RY ROAD WITH THE FIRST II EX CURB � CERTIFICATE OF PRELIMINARY D' % ADJACENT DEV OPMENT AD ACENT LOT DEVELOPMENT ENGINEERING ACCURACY E N / Z 2' / p d d I SS° I, Timothy E. Daters, hereby certify O I I r:tee-ar that this plat correctly represents a boo tp ' o o I O I '! 41 . r t �o F a plat made by me, and that engineering 00. m O ggg r CV co 9 O I I 'I� A g t , h; Js, 't requirements of the Little Rock p it '- Subdivision Rules and Regulations have _ - � U co I I i R E CA e T F R F 1) �� have been complied with. 30' BLDG LINE c'9 ENGINEER I c) ', �� Date of Execution Timothy E. Daters CURB / 298.35' _� O p� I D I I 2 .. PRO ��iO No.5033 4 Registered Professional / 285.65' I I ar 'CZ` Registered Engineer No. 5033, Arkansas 96 8Q, F'jG�I�T _ + 256.57 1.. w 102.13' 298.35' 285, 75' 1 l " 30' BLDG LINE �p c00 DEV LOPER WILL DEDICATE o I I R.O.W. TO 0 FROM CENTERLINE-' 'ago 4 - rn / Nth/ - �� CO _ I B0, 29.3.60' �� O � DA 490 ACRES 298.36' N86'43J0"W I _ - - - D = 1850 CFS N8646'21"W 395.81' p 1 / I 1 1 1 -�- 48 3.07' 1 .. _ VICINITY MAN v - __ .. I I N.T.S. (o0N I 1 50' Row I \ 1 1 N n. selwer - - :' hoe 9. St9, � I Z N86'51 ' 18" W Public Works Notes: t i \\ts � __ --- -- _..'� _ '' __ 388.62�' - '` 1. NPDES and grading permits are required prior to construction. \\ sewer \_ _ - - - I - - - 280 - _ - - -- I 2. Stormwater detention ordinance applies to this property. 28 _ _.. _ _ - I 3. Pions of all work in right-of-way shall be submitted for f PP prior 0 880 ��� TraffocaEn meerand ts'gnageof kplans as per ordinance for � I 4. Provide stripping Ing approval. 99.8 m 0. I �.,. 5. Prior to construction obtain barricade permit for work done Ih CD within right-of-way. n - �9 ---. , Cu I � 6. Easements for utilities &drainage will be provided where needed. 7. Streets to be public and the width and right-of-way are shown on this plat. - right-of-way will i 8. Plans for all work within right o y be submitted - -- _ prior to work. cli 9. A grading plan will be provided and a grading permit fir•// will be obtained before work begins. 10. ADEO will be contacted prior to start of work. I( 92.6' N88'50' 1 1"W ❑ 300 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 Little Rock Planning Commission OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. Page Instrument No. LEGAL DESCRIPTION PART OF THE W1/2 OF SECTION 14. T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: STARTING AT THE NORTHWEST CORNER OF THE NW1/4, SAID SECTION 14; THENCE S8T31'01"E ALONG THE NORTH LINE OF SAID NW1/4, 2669,51 FT. TO A POINT, 50.15 FT. N8731'01'W OF THE NORTHEAST CORNER OF SAID NW1/4; THENCE SOTO1'56'W ALONG THE WEST LINE OF A 50 FT. WIDE ROAD RIGHT-OF-WAY, 1149.79 FT. TO THE POINT OF BEGINNING; THENCE SOTO1'56"W CONTINUING ALONG SAID WEST LINE, 120.55 FT.; THENCE S03'11'35"W CONTINUING ALONG SAID WEST LINE, 966.63 FT.; THENCE N8651'18'W, 388.62 FT.; THENCE N0751'1YE, 128.16 FT; THENCE N8643'03'W, 483.07 FT.; THENCE S03'16'57'W, 1.20 FT.; THENCE N8646'21'W, 395.81 FT. TO A POINT ON THE EAST LINE OF THE W1/2 NW/14, SAID SECTION 14; THENCE S03'09'51'W ALONG SAID EAST LINE, 509.20 FT. TO THE SOUTHEAST CORNER OF SAID W1/2 NW/14; THENCE N88'50'110W ALONG THE SOUTH LINE OF SAID W1/2 NW1 4, 280.55 FT.; THENCE S24'26'51'W, 43.70 FT.; THENCE S11'26'28'W, 58.50 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY #10; THENCE NORTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) N7643'16"W, 14.35 FT.; (2) N63'46'06'W, 53.53 FT.; (3) N80'O5'21'W, 92.52 Fr. AND (4) NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N38'54'31'W, 32.92 FT. TO A POINT ON THE EAST RIGHT- OF-WAY LINE OF VALLEY RANCH DRIVE; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY LINE THE FOLLOWING: (1) NO2'16'19'E, 132,99 FT.; (2) NORTHEASTERLY ALONG THE ARC OF A 420.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N23'05'16'E, 298.51 Fr.; (3) N43'54'13'E, 638.51 Fr.; (4) NORTHEASTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N2f 12'34'E, 323.52 FT. AND (5) NORTHEASTERLY ALONG THE ARC OF A 245.00 Fr. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N3622'2TE, 258.64 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N80'41'54 E, 105.77 FT.; THENCE S8650'10'E, 118.00 FT.; THENCE EASTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N8743',WE, 90.99 FT•; THENCE N8717'09'E, 333.69 FT.; THENCE EASTERLY ALONG THE ARC OF A 420.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF NBT43'26'E, 79.60 FT; THENCE S8650'18'E, 257.39 Fr. TO THE POINT OF BEGINNING, CONTAINING 31,9535 ACRES MORE OR LESS, LESS AND EXCEPT LOTS 1 AND 2 RANCH HIGHLANDS OFFICE PARK. General Notes: 1. Owner: FC Grass Farms Partnership 2. Number of Lots: 13 Lots Suite 300, Financial 3 Bldg. 3- Applicable existing covenants: None Little Rock, Ar 72211 4. Source of Water Supply: LRMWW Source of Title: ++-***** 5. Source of Wasterwater Disposal: LRWWU Developer: Ranch Properties, Inc. 6. Floodway / Floodplain: N/A Suite 300, Financial 3 Bldg. 7. Municipal Boundaries: Inside Corporate Cit, Little Rock, Ar 72211 Limits Zoned 0-3 8. Average Size of Lots: 280' x 280' 9. Linear Feet of Internal Streets: 2200 If CDN38'54' 1 LC32 92' e o 0 i I A, -C PRELIMINARY PLAT ,AAC iyaa S 2 6 ' I I _ - 43.7 ---- N80'05'21'W -N6 b6�N 300 I I I 1 a or4 ru RANCH EST OFFICEP"A R K _ �6, W I i _ _- � I I I: PAGIS Maker 14.35#00 50 2 I I I L -, I I ' ► Lots 3-15 -- - ---- LF o I 1 --- - I AN ADDIT goo o -- I I TTTL ION TO THE CITY OF 31U 8° E ROCK, ARKANSAS \ \ J L 1 U 2004 l��� n �a�o wT( y79r�0�0 7%�\�/V VV Lf1111111C✓�lllitil 111Cs1fU0.i� C9.Y 1i16i�L1>®lLllrtl ll lLl6y.9 111 V limo CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING �Q 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 t4 L.-' 1 Revised Revised Date 7-16-04 Job No. 04-584T ty ff Ti _ I �'�i'I r � h-II "'Ii1rl If 1(� �i I