The URL can be used to link to this page

Home My WebLink AboutZ-8170 Map 1-� PEIND _ 0 gRO. T.Of Q A=11.49 Ac Min. F.F.-310.0 I PO Herold W. & Sammye L. Maddelr \ O FLOODWAY AS SCALED FROM _ (Floodwa Map Community Panel #05017 0235 Dated August 5, 1991) �8O Lot A "-- k=10:92 Ac I' Min. F.F.-308.0 zw � Lot 2 A=3.02 Ac J POND Min. F.F-310.0 / _ 411, / �O gay, t- CID / w 100 0 100 300 Scale 1 " = 100 ft '.LAKE MAUME-E- ::nm GOLF HOOD ROAD SAINT GROVE V yhY VICINITY MAP n.t.s. LEGAL DESCRIPTION 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 1h" REBAR IN PLEASANT GROYE ROAD; THENCE S89'58'51"__, 587.26 FT. TO THE POINT OF BEGINNING, A FOUND A" 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 11h" 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 CON-INUING N65'26'13"W, 277.00 FT. ALONG THE NORTH RIGHT-OF-WAY LINE TO A FOUND F REBAR; THENCE LEAVING THE NORTH RIGHT-OF-WAY OF HIGHWAY 10 N14'29'33"E, 3ouo FT. TO A FOUND h" REBAR; THENCE N82'44'40"W, 116.57 FT. TO A FOUND 1/" REBAR; THENCE N17'41'13"E, 1273.20 FT. TO A POINT IN THE CENTERLINE OF NOWLIN CREEK, PASSING AT 1247.69 FT. A SEE �6" 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 S4718'21"E, 126.89 FT. TO A POINT AT THE INTERSECTION OF THE CENTERLINE SO TWO BRAPCHES OF NOWLIN CREEK, SAID POINT BEING AT THE NORTHWEST CORNER OF THE RECORD TRACT 1, THENCE CONTINUING ALONG, THE CENTERLINE OF NOWLIN CREEK S46'51'51'E, 22.07 FT. TO A POINT; THENCE S19'22'27"E, 142.19 FT. TO A POINT; THENCE 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 EAST LINE OF THE SWi/4 OF SECTION 6, THENCE LEAVING THE CENTERLINE OF NOWLIN CREEK S00'02'52"E, 296.47 FT. ALONG THE EAST LINE OF THE SW1/4, PASSING AT 38.7 FT. A SET 11h" REBAR ON THE SOUTH BANK OF NOWLIN CREEK, TO A FOUND 11h" REBAR; THENCE LEAVING THE EAST LINE OF THE SW1/4 N78'01'19"W, 540.54 FT. TO A FOUND" REBAR; THENCE S05'00'00"W, 665.93 FT. TO THE POINT OF BEGINNING, ENCLOSING AN AREA OF 37.562 ACRES, MORE OR LESS. CERTIFICATE OF PRELIMINARY — ;'1 SURVEYING ACCURACY Q Lot 5 _1, Paul M. White, hereby certify that f- / A=4.01 Ac > this plat correctly represents a bound- �2 - Nancy D. Gunn � �'� � ��` Min. F.F.-308.0 I POND y �__ ary survey made of verified by me that all 0 0 mo---- � � �--- — � _ �� surveying requirments of the State of C I .' _ • ••...•A4lra psos and City of Little Rock Sub � o � E � \ � Lot � � � � �ry1STEj�y�'N Rules and Regulations have been 4 } r 4,.• "" lfipli4V with and a copy of said \, \� A=3.01 Ac t - i STATEOfd h b \ -- + ary a been duly filed for record Min. F.F.'-3f0.0 SS a y� ARKANSA� s e Q in Afices: of the State Surver or and 100-YEAR FLOOD,_JAIIV-AS SCALED FROM %-- NO'1�tthe Pu+aski County Circuit Clerk on ----- �°- - - (Firm Comg�uiiity Panel #050179-023 - o 20 Plat Book _Page - / fisted -July 16, 1996) _-- ' :� � s1oHAviu. �; y 1 F �:t.� jo9� I N. �, f. Execution Paul M. White, Registered Land a - . \ t' 00, 4 A•'' Surveryor No. 1281, Arkansas N F r Z' General Notes: CERTIFICATE_ - Gp��O a ga�R i Lit Z_ 1. Owner c& Subdivider: s�� F- ENGINEERINGACCURACY INARY n 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 A=3.76 Ac - �!' I RG Investment, LLC !0 SS eE-%%,� Date of Execution Name 3 , / 404 L. Kiehl Ave. A@ ANSMSTimothy E. Deters, hereby certify Sherwood, AR 72020 • + • that thi plat correctly represents a \ ro a 1tECISThkIE9maAe by me, and that engineering 2. Source of Title: 2004-004586 1 Address 0se % / 3. Linear feet of Internal Streets: 915 Lf ' P R O F E S S I A$1 ArLn ants of the Little Rock DEVELOPER SHALL DEDICATE \ \ i• ApFe �_ as' erDc LINE _)_ ENGINE bdivision Rules and Regulations have Source of Tile D.R. Page ROW PER MSP AND CONSTRUCT \ \ 0 i oFF 4. Applicable existing covenants: None , w * `Nave bean compiled with. I T % �R — - �� Instrum&bTrUgoROCK PLANNING COMMISSION 1/2 OF STREET IMPROVEMENT ��\ \ ; 5. Firm Community Panel #050179-0235E K4 No'5033 q 1 S -- lj Oj �! �l APPROVED, SUBJECT TO THE CONDITION 6. Number of Lots - 6 Lots /y N . 't' � E AS NOTED EG I THE PLANNa C MISSION \ i -�— — --- -- -- — — — al Is 4 ft..,�� C e of Execution t — 7 P A G amour CAW Registered Professional MIN P.A.G.I.S. C r� A D S L 8. Source of Water: CAW Engineer No. 5033, Arkansas BY'UTE ORGD ASANT CRAVE R AD ---- � 9 Source of Sewer: Septic Tanks DATE: rL iJ DEVELOPER SHALL DEDICE 10. Existing and Proposed Covenants & Restrictions: None AT Q ROW PER MSP AND CONSTRUCT �-� 11. All Lot Dimensions are Chord Lengths. 1/2 OF STREET IMPROVEMENT \ /__ 12. Variances: Width to Depth Ratio on a Platted Lot �5 Q \ - Maximum Length of a Commercial Cul-de-Sac \ Lila Somers Adkisson Trust Varinace for Storm Water Detention PLANNED COMMERCIAL DEVELOPMENT LOT 1 — PROPOSED C-2 ZONING W/ CONVENIENCE STORE LOT 2 — PROPOSED C-2 ZONING \ ,\ LOT 3 — PROPOSED 0-2 ZONING W/ 20% ACCESSORY USES LOT 4 — PROPOSED 0-2 ZONING W/ 20% ACCESSORY USES LOT 5 — PROPOSED C-2 ZONING \ LOT 6 — PROPOSED C-2 ZONING W/ CONVENIENCE STORE`•_,\ _ THE. PINNACLES AT MAUMELLE LITTLE ROCK, ARKANSAS Revised 2-14-07 El WHITE-DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Date 1-22-07 Scale Her. I Vert. 1"=100' Sheet of Survey By: Drawn By: Checked By: Approved By: Sab No.