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HomeMy WebLinkAboutZ-8170-A MapC v - ���% AA / N 86• '5$" W ' 29.34 / g9R'o JJJ i / N f19"11'10' W Q -- \ / ems• �POSSI,a}L '------------- �,. v LAKE ` M ~PARK 1 AREA �� Harold W. & Sammye L. Madden --.>> o i �� PROPOSED SI , o Zoned R-2 PEDESTRIAN" Creek e Nowtin -- EXISTING FLOODWAY LIMIT 74• o V� o g t C� J <. 70 �g o 0 29 0 / o Dx ` 10; ..,. .,r 97 SALES OFFICE ' DEVELOPER SHALL DEDICATE ROW PER MSP _•may W� `� �� - MOOD ROAD asasAMr cROiE � (o VICINITY MAP n.t.s. LEGAL DESCRIPTION 100 0 100 Scale I" = 100 ft 300 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 N00'02'49 W, 20.00 FT. FROM A FOUND 36" REBAR IN PLEASANT GROVE ROAD; THENCE S89.58'51 "_, 587.26 FT. 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 1/i" REBAR ON THE NORTH RIGHT—OF—WAY LINE OF ARKANSAS HIGHWAY 10; THENCE ALONG SAID RIGHT—OF—WAY LINE N65"26'13"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 h" 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 M" REBAR; THENCE N17*41'13"E, 1273.20 FT. TO A POINT IN THE CENTERLINE OF NOWLIN CREEK, PASSING AT 1247.69 FT. A SET !4" 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: N88-54'441, 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 CENTERUNE OF NOWLIN CREEK T, LLC S46'51'51 "E, 22.07 FT. TO A POINT; THENCE S19.22'27"E, 142.19 FT. TO A POINT; THENCE RE 1 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 Little Rock, 72212 S45'25'42"E, 181.09 FT. TO A POINT; THENCE S53'59'36"E, 66.65 FT. TO A POINT ON THE EAST LINE OF THE SW1/4 OF SECTION 6; THENCE LEAVING THE CENTERLINE OF NOWLIN OQ 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 110' FT. A SET %" REBAR ON THE SOUTH BANK OF NOWLIN CREEK, TO A FOUND 14" 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 5. Applicable existing covenants: None REBAR; THENCE S05'00'00"W, 665.93 FT. TO THE POINT OF BEGINNING, ENCLOSING AN PP 9 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 1 10. Source of Sewer: Package Sanitary Sewer Treatment Plant ��¢ •� 11. Existing and Proposed Covenants & Restrictions: None 0 A _ OF AU 12. All Lot Dimensions are Chord Lengths. * t w \.. .""'...T�01 13. Variances: Setbacks: 15 Frontyard RVIStE1tL� , �; & AITE-DATERS=b—+ 20' Rearyard 1 PRHFE�31�NAL =�: - 5' Sdeyard ldiVliiPiici2 _ �' aFsSIGIAres z Trail System in lieu of sidewalks so _` i APE ESTR _ f 73 2 - 61 WAL�SIAtI j rto 34 -' 35 36 no' g s \ s 37 0 - 38 0' V �e ?MCT B - 74 o i Leo M,150' no �; 62 \ N 63.3 _ �' 60. TRACT B no I - q �400�oy —Tift£ y j SANT � GROVE ROAD _ J A --- - - / DEVELOPER SHALL DEDICATE - �O ROW PER MSP AND CONSTRUCT \ 1/2 OF STREET IMPROVEMENT �\ Lila Somers Adkisson Trus 3z� Zoned R-2 --- 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 OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. —Page Instrument No. CERTIGICATE OF PRELIMINARY ENGINEERING ACCURACY 1, 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 Regulatia a have been mpiled with. Da e o xecution of y E. Daters Registered Professional Engineer No. 5033, Arkansas CERTIFICATE OF PRELIMINARY• ............... SURVEYING ACCURACY �,.••�G1c�•�`�� I P I M Wh't h b t'f th t sf nc' a au e, ere y ceriy a this plat correctly represents a bound— P STATE cry survey made of verified by me that al. apt surveying requirments of the State of "q Arkansas and City of Little Rock Sub— division Rules and Regulations have been compiled with and a copy of said •.•0q boundary has been duly filed for record.,'Jil'• ''•. rt'3,�r in offices of the State Surveryor and Ali, the Pulaski County Circuit Clerk on 20 in Plat Book _Page Da a of lExecution Paul U91. White, 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. CIVIL ENGINEERING. LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223