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HomeMy WebLinkAboutZ-8170-B Mapi I I ' I _ II Harold W. & Sommye L. Madden Zoned R-2 3Sa jam\ `N e3� ► ILIl �' TRACT oB „o —2itwtu 5 / DEVELOPER SHALL DE[ 15WT CROVE ROAD _ 0 \� � ROW PER MSP AND CONSTRUCT i 1/2 OF STREET IMPROVEMENT \� Lila Somers Adkisson Trust �2u ` \\ Zoned R-2 \vim AUMM MF H= aoAu PIEASW axon pJF-G�/ ��s9s �\S QR y ' 0 VICINITY MAP I( n.t.s. LEGAL DESCRIPTION 100 0 100 Scale 1 " = 100 ft me A PART OF THE SW1/4 OF SECTION 6, T-2—N, R-14—W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SW1/4 OF SECTION 6, T-2—N, R-14—W, A POINT WHICH LAYS N00'02'49W, 20-00 FF. FROM A FOUND %" REBAR IN PLEASANT GROVE ROAD; THENCE S8958'51"_, 587.26 Fr- TO THE POINT OF BEGINNING, A FOUND /h" REBAR WHICH LAYS 0.16 FT, NORTH OF THE SOUTH LINE OF THE SW1/4; THENCE N89'48'26"W, 551.86 FT. TO A SET %" REBAR ON THE NORTH RIGHT—OF—WAY LINE OF ARKANSAS HIGHWAY 10; THENCE ALONG SAID RIGHT—OF—WAY LINE N6526'13"W, 123.03 FT. TO A POINT WHICH IS THE SOUTHWEST CORNER OF THE RECORD TRACT 1; THENCE CONTINUING N65'26'13"W, 277.00 FT. ALONG THE NORTH RIGHT—OF—WAY LINE TO A FOUND fh" REBAR; THENCE LEAVING THE NORTH RIGHT—OF—WAY OF HIGHWAY 10 N14'29'33"E, 308.90 FT. TO A FOUND h" REBAR; THENCE N82'44'40"W, 116-57 FT. TO A FOUND '/h" REBAR; THENCE N17*41'13"E, 1273.20 FT. TO A POINT IN THE CENTERUNE OF NOWLIN CREEK, PASSING AT 1247.69 FT. A SET %- REBAR ON THE SOUTH BANK OF NOWLIN CREEK; THENCE ALONG THE CENTERLINE OF NOWLIN CREEK AS MAPPED IN JUNE, 1997 THE FOLLOWING COURSES AND DISTANCES: N88'54'44"E, 131.37 FT. TO A POINT; THENCE N46'27'04"E, 83.20 FT. TO A POINT; THENCE S88'26'04"E, 129.34 FT. TO A POINT; THENCE S47-18'21"E, 126.89 FT, TO A POINT AT THE INTERSECTION OF THE CENTERLINE SO TWO General Notes: BRANCHES OF NOWLIN CREEK, SAID POINT BEING AT THE NORTHWEST CORNER OF THE 1. Owner & Subdivider: RECORD TRACT 1; THENCE CONTINUING ALONG, THE CENTERLINE OF NOWLIN CREEK _ RET, LLC S46'51'51"E, 22.07 FT. TO A POINT; THENCE S1922'27"E, 142.19 FT. TO A POINT; THENCE 11324 Arcade Drive #12 S39'00'31"E, 326.55 FT TO A POINT; THENCE S51'49'57"E, 180.46 FT. TO A POINT; THENCE S45'25'42"E, 181.09 FT. TO A POINT; THENCE S53'59'36"E, 66.65 FT. TO A POINT ON THE Little Rock, 72212 EAST LINE OF THE SW1/4 OF SECTION 6; THENCE LEAVING THE CENTERLINE OF NOWLIN 2. Source of Title: 2004-004586 CREEK S00'02'52"E, 296.47 FT. ALONG THE EAST LINE OF THE SW1/4, PASSING AT 38.7 3. Average Size of Lot: 50' x 1 10' FT. A SET %" REBAR ON THE SOUTH BANK OF NOWLIN CREEK, TO A FOUND '/h" REBAR; 4. Linear feet of Internal Streets: 3,933 Lf THENCE LEAVING THE EAST LINE OF THE SW1/4 N78'01'19"W, 540.54 FT. TO A FOUND X" 5. Applicable existing covenants: None REBAR; THENCE S05'00'00'W, 665.93 FT. TO THE POINT OF BEGINNING, ENCLOSING AN AREA OF 37.562 ACRES, MORE OR LESS. 6. Firm Community Panel #05119C-0285G 7. Number of Lots — 136 Lots 8. P.A.G.I.S. Contour Interval is 4 ft. 9. Source of Water: CAW 10. Source of Sewer: Package Sanitary Sewer Treatment PlantTE �� 11. Existing and Proposed Covenants & Restrictions: None ,'A� A A� OF AU 12. All Lot Dimensions are Chord Lengths. ( PEE T/yp'', 13. Variances: Setbacks: 15' FrontyardOCi.TE REC�ISTBIt�>s ;�' S 20' Rearyard ii pRHF633��NAL &1SEDAaTER'?t 5' Sdeyord 1INGIPIE11=cam n z Trail System in lieu of sidewalks 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 fulfiller, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificcte shall expire. Date of Exe:ution Planning Administrator OWNER OR DEVELOPER Date of Exe:ution Name Address Source of Tie D.R. _ Page Instrument I'lo. E.� CERTIGICATE OF PRELIMINARY ENGINEERING ACCURACY I, Timothy E. Daters, hereby certify that this plat correctly represents a plat made by me, and that engineer g requirements of the Little Rock Subdivision Rules and Regulatio a AX have been Compiled with. Date o xecution 1 of y E. Daters Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY ,,,..«... SURVEYING ACCURACY, GISTE I, Paul M. White, hereby certify that ,.5A•E0F"'h,, this plat correctly represents a bound— NSAS ! ary survey made of verified by me that aIF surveying requirments of the State of .128 Arkansas and City of Little Rock Sub— division Rules and Regulations have been C) ° swu compiled with and a copy of said•� •;°,y�',� OJ .M,,••. ' boundary has been duly filed for record ; c in offices of the State ronnd fnliAt the Pulaski CountyCi cuit Clerk 1� 20, in Plat Book _Page Da a of Execution PaulWhite, Registered Land Surveryor No. 1281, Arkansas LONG FORM P.R.D/CUP APPLICATION Lots 1-62, Block 1 Lots 1-74, Block 2 & Tracts A & B MOUNTAIN VALLEY An Addition to Pulaski County March 16, 2015 © WHITE-DATERS & ASSOCIATES, INC. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223