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HomeMy WebLinkAboutS-0867-NNNNN Mapbo 1 , N \ , /� so/\\\ 285.11 `'• 1s$6 39 1 1�� 147 �I 3ER oyd 0 )'1 pc CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Paul M. White, hereby certify that CERTIFICATE OF PRELIMINARY PLAT APPROVAL this plat correctly represents a bound- ary survey made of verified by me that all All requirements of the Little Rock surveying requirments of the State of Subdivision Rules and Regulations Arkansas and City of Little Rock Sub- relative to the preparation and division Rules and Regulations have been submittal of a preliminary plat having complied with and a copy of said been fulfilled, approval of this plat boundary has been duly filed for record is hereby granted, subject to further in offices of the State Surveyor and provision of said Rules and Regulations the Pulaski County Circuit Clerk on This certificate shall expire. 20_, in Plat Book _Page Date of Execution Paul M. White, Registered Land Date of Execution Surveyor No. 1281, Arkansas Planning Administrator CERTIFICATE OF PRELIMINARY OWNER OR DEVELOPER ENGINEERING ACCURACY Date of Execution Name y I tt I, Timothy E. Daters, hereby certify 5 'w that this plat correctly represents a 9. 0 66�•\�' 7955' �0�694gtt rrequireentsplat made yof the LttlehaRock gineering Subdivision Rules and Regulations have Address have been complied with. Source of Tile D R Pa e Js°. �J �`' 9`••^96', 'aQ-�FtP�� e Instrument No. 9 h 21 a s' 0 0 00 " \ Date of Execution Timothy E. Daters �ti JsA ti5/ Registered Professional Engineer No. 5033, Arkansas - 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 signoge 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 may or may not be dedicated to the public at the developers option. The streets which are private will be maintained by the POA. The public may have access to all private streets for the purpose of servicing the residents and maintaining or repairing of all public facilities. 8. Easements for proposed stormwater detention facilities are required. 9. A grading permit per secs. 29-186(c) and (d) will be required with a building permit. 10. Minimum centerline radius on access drives shall be 50' unless shown otherwise. 43 Q. , ..- ° 0.. .o.. /tih o a so �, 0 �J1 , General Notes: ao, o ti Owner & Developer: n Deltic Timber Corporation w� T32•j1•-, � .. �^ #7 Chenal Club Circle �s m 53 I 41 'oo. ^�' o° / o ��� S Sloulrce of Title: BOOK 1 621, PAGE 233 �0 Rock, Ar a r \ A 3g' �o� �o ,; \5 J 201� 2. Linear feet of Internal Streets: 4,300 Lf 7, 152.8 01 , -- x 75 ss. \ 0J`o/, ryQ�d •, 3. Average Size of Lot: 130' ' r 4 �r \ 4. Number of Lots: 79 Lots 9' �J 0 O,Q MBF 5 Applicable existing covenants: None \ \ / , ��%� O n1 6. Source of Water Supply: LRMWW os hy0 l .td T' N 7. Source of Wasterwater Disposal: LRWWU \ Gj5 h \\ {r�2' 0',oi 8. Variances: Alternative Pedestrian Circulation �Aa �� C T"y `7•�� System & Length of cul-de-sac gam. 00 R, s 1 9. Floodway / Floodplain: N/A 's�h \ h,ryo', �g /Q Municipal Boundaries: Inside Corporate City Limits C./ ` f 10 Mu la d ' ti� � ^\•�\ 3� �ti. \ 'Jv / o'' ,one /o ' f . 39, ,Z',. 11. Phasing Plan: . .' j R N234 p8' 13 W �O� I - Lots 1-12, 20-23, 31-32 & 40-79 11 - Lots 13-19 \�� 5 htih \ os �� 3 •.,°' ,3 �O �E.. III - Lots 24-30 & 33-39 A 12 I shall t t Chenal - �9' o lots a directly abut or access o ctly a Valley F Drive. No vehicular access shall be permitted 0across Vtracts s adjacent to Chenal Valley Drive. IN, �1& \, 2 e5 a1 / 25 sJoo" 16 j ", 67 m I ,n �2B r �$ s. R 32 34g' „w 62 >\ 2 t25.07' 7.52 •y0 00. .....,•8 \� 107.55 114.40, o \ cK a o , BUDG S/e - ._. 100.00' s \ �.• , _- ev - 15' BUILDING 5 BA ._. • 70.80 \ "� Sp �' °22 \ 25 -- 130.00 7 ,� 1 .• ^\ 502'-OQ_..._... ` \ \ \.._ \-""'""�- �/ 6� 1aaa6' _ E,, BLV VIGN i 7 00'15 8B. fi8..... \... .81' - :,�. 1.. -- _� - ) i % 16,• .\ S9' 8�\. . 9• 75.00' � UI BACK �S.o� 2 '20' BUIUDING SET - N i." ...,. /.... � l N. > _ � _- _ � 2 � ,,, 3 _ 75 Eck _ .:'. 3 °`' x.' z 1 ti p0 W Y �, a9 /• LE �' 6 N _ CHENAL' VALLEY s�Q :2 � 'OLF LOURS , o - 3 — i d I n „ 2„ ` 4 ,..R— �� , .,, � >�.y, `,_�8.92' '., 43:88'' ZONED _ ' S805 41 E 4 1 I" Lf SRF \ °s. _, "% i 137.62.. • y\>/! hry \ '� \ ° Q CON52 66�' 1 1 ^ - l V 1 -- _ \ '• ram_,. \ \s. A5 O \. ,2 e PG % ; J 100 0 100 Scale 1" = 100 f't CHENAL VALLEY DRIVE S Q / N �y CHENAL VALLEY GOLF COURSE A C/Iyl UT L O �8 Vicinity Map PART OF SECTION 26, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS: BEGINNING AT THE SOUTHWEST INTERSECTION OF THE CHENAL PARKWAY RIGHT-OF-WAY LINE AND THE CHENAL CLUB BOULEVARD RIGHT-OF-WAY LINE; THENCE NORTHWESTERLY ALONG THE WEST RIGHT-OF-WAY LINE OF SAID CHENAL PARKWAY BEING THE ARC OF A 1532.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N65-43'43"W, 84.27 FT.; THENCE N2950'49"E ALONG SAID WEST RIGHT-OF-WAY LINE, 20.00 FT.; THENCE CONTINUING NORTHWESTERLY ALONG THE SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 1512.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N53'08'42"W, 577.58 FT.; THENCE S47'51'4i'W ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE CONTINUING NORTHWESTERLY ALONG THE SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 1522.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N34'08'13"W, 423.75 FT.; THENCE N63'51'47"E ALONG SAID WEST RIGHT-OF-WAY LINE, 10.00 FT.; THENCE CONTINUING NORTHWESTERLY ALONG THE SAID WEST RIGHT-OF-WAY LINE BEING THE ARC OF A 1512.39 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N11'23'57"W, 769.49 FT.; THENCE N86'39'42"W, 285.11 FT.; THENCE S79'12'25"W, 66.53 FT.; THENCE S54'45'07"W, 531.84 FT.; THENCE S1958'347E, 164.62 FT.; THENCE S28'45'49"E, 468.54 FT.; THENCE SO4'25'34"E, 256.67 FT.; THENCE S02'48'31"W, 122.51 FT.; THENCE S20'05'04"E, 141.79 FT.; THENCE S85-1411"E, 137.62 FT.; THENCE S8935'41"E, 403.88 FT.; THENCE S25'45'47'E, 484.85 FT.; THENCE N85'01'14"E, 268.80 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 376.66 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N52-54'22"E, 376.66 FT.; THENCE N20'47'31"E, 155.10 FT. TO THE POINT OF BEGINNING, CONTAINING 32.54 ACRES MORE OR LESS. PRELIMINARY PLAT Lots 1-79 Block 83 & Tracts P — T CHENAL VALLEY 300 An Addition to the City of Little Rock September 9, 2003 Rev. September 23, 2003 -,- - k41 Rev. May 27, 2004 AUG 0 2ooa Rev. June 1, 2004 _ Rev. AUG. 5, 2004 - `�1- ✓�`'^'� © FT= I1D.4171" 22 & Ar99=k=99 II�\YCCo CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRI E LITTLE ROCK, ARKANSAS 72223 1