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Home My WebLink AboutZ-7698-A Map19120/ AR F. NW COR. NW 1/4, NW 1/4 SWM, T -1—N, R -13—W BERTHA RUCKER ZONED R-2 Z PHILLIP CATE ZONED R-2 Z 1/2" i,IPE F. ®,2° WEST & 0.5' '.OUTH EFNT AREA A-0.61 AC 3/4" PIPE 6.5' WEST ` — RICH & TRACI HEALEY ZONED R-2 Z BASIS OF BEARING DEM. BAST 352.2' REBAR POB F MEAS. N '00"] I 4• — i'_ PIPI a 0.9'-si 0 v \ 49s 1/ m (p v co Al -N q/7 X 470- 465-- 45` 70- 465--45` O 4:319 AC. ZONED R-2 -310 B�L &_STONES F- 9' SOUTH \ Soo SOS \ 495 465 c—TOTALLLOPERTY / S 12C_— G P / -455 / i p05 �,---------450 h 440 0 �T 1 AC. ED C- —435 ------- _ to LOT 2 /cu 16,V87 AC. ___ / PROPOSED--C-3.q _ 5 i & . REBAR F. 681.90' v REBAR F. NB COR. NW 1/4, NW 1/4 SBCM, T -1—N, R -13—W `EFFLUENT AREA A-2.24 AC. EDWARD & ELIZABE'H 00 ALICE GRA ZONED R-22 CiW PP rnV n 495 oLIGHT q o I{n0 w' Ln2 1 'To cn N79'05' 05"E .�RO� 3.�vtl T 7' ®FRAME Nv qj0 59 53 E �� 6 2 110 55df SF mn / /N7 a 9 - : ...::::..' .: e• 1�" J� JIM & JEAN SPENCE ZONED R-2 —N— GRAPHIC SCALE V'=50' 0 50 100 BASIS OF BEARING: NORTH LINE OF SECTION 20, T -1-N, R -13-W LEGEND FOUND IRON PIN O RIP SET IRON PIN - 1/2"REBAR WITH CAP • SIP CONCRETE MONUMENT O CM CENTERLINE OF ROAD RIGHT OF WAY - - - LOT LINES FENCE LINES — X X — EASEMENT LINE - — - — — — — — ELECTRIC LINE —E —� SEWER LINE WATER LINE �W W OWNER/DEVELOPER WILLIAM & KATHY McMURRY 13800 COLONEL GLENN LITTLE ROCK, AR 72210 PERTINENT DATA: 1. LINEAR FEET IN STREETS - ZERO 2. AVG. LOT SIZE - 2.120 AC. 3. MINIMUM LOT SIZE - 0.853 AC. 4. N0, OF LOTS - 3 LOTS 5. PROPOSED OPEN Si`ACE - AS -IS 6. WATER IS PROVID'D BY - CENTRAL ARKANSAS WATER 7. SEWER IS PROVIOrO BY - EXISTING INDIVIDUAL SEPTIC SYSTEMS CB<tTMCATE OF PRffiUMARY ENGIld88 MO ACCURACY I, Robert D. Holloway hereby certify that this plat correctly represents a plat made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution ROBERT D. HOLLOWAY REGISTERED PROFESSIONAL ENGINEER NO. 2335. ARKANSAS CERTIFICATE OF SURVEYING ACCURACY I hereby certify tfidt this survey made under my supervision on July 14, 2004, correctly shows the relation of the buildings and other structures to the Pdrperty linas of land indicated hereon. There are no encroachments or overlaps onto adjoining property of property covered by this survey or buildings or structures located on said land or encroachment of adjoining said land, except as shown on the drawing. This property survey has been prepared in accordance with the minimum FHA standard detail requirements for land surveys for a Class A Survey adopted by the American Land Title Association and the American r vised and in effect on the date Congress on Surveying and Mapping as e thereof. The survey 16 for antl limited to the parties shown hereon and is non -transferable. Date of Execution DONALD W. BROOKS AR REGISTERED LAND SURVEYOR /5 DONALD W. BROOKS, INC. 20820 ARCH STREET PIKE, HENSLEY AR 72065 501 -BBB -5335 NOTES: 1. EXISTING RESIDENTAL WATER METERS TO BE CHANGED TO COMMERCIAL METERS FOR EXISTING OR PROPOSED BUISNESSES. 2. LOT i SHALL INSTALL AN APPROVED RPZA BACKFLOW PREVENTER ASSEMBLY. IT SHALL BE INSTALLED PROPOR TO THE FIRST POINT OF USE. CENTRAL ARKANSAS WATER REQUIRES THAT SUCCESSFUL TEST OF THE ASSEMBLY MUST BE COMPLETED BY A CERTIFIED ASSEMBLY TESTER LICENSED IN THE STATE OF ARKANSAS AND APPROVED BY C.A.W. THE TEST RESULTS MUST BE SENT TO C.A.W.'S CROSS CONECTION SECTION WITHIN 10 DAYS OF INSTALLATION AND ANNUALLY THEREAFTER. 3. THE WATER METER FOR LOT 3 SHALL BE RELOCATED TO ITS FRONTAGE ALONG COLONEL GLENN ROAD. n a 1 �v I"I�I'1 II\1111\ �\I�1 I"I •\ I LD 0 OD OD c-� LCA �Lc • 00 J / Z c -I x s H CD c (nLn 3' w UJ .� J 1 •�� > P LL j U D ugUa Cc Q Z d ~s ® UJ cr) M: Zru ., _� r -L `� " H - N n1 Z im (� W e1 i > 10 1"-2000 L. T a) cu cn m r+ L) E KATTHRY S PLANNED 9 N� 01 TA)i�I All that part of the NW 1/4 NW 1/4, Section 20, T -i -N, R -13-W, Pulaski County, Arkansas, lying North of Col. Glenn Road, being more Particularly described as follows: Beginning at the Northwest corner of said NW 1/4 NW 1/4, Section 20, run thence Fast 277.0 feet to a point,being the point of be8ginning of land described; run thence East 352.2 feet along the North line of the NW 1/.4 NW 114 to a point: which point is 681.9 feet West of tha Northeast corner of said NW 1/4 NW 1/4; run thence South a distance of 801.43 feet to the cente^line of Col. Glenn Road; thence Southwesterly 337.4 feet along the centerline of Col. Glenn Road to the Southeast corner of land described in Deed Record Book 1073, Page 59, Pulaski County. Arkansas; run thence North along the East line cf said tract for a distance of 858.0 feet to the North line of said NW 1/4 sm 1/4 and the Point of Beginning, Together with an easement for a roadway now being used over and across the East 10 feet of the West 277 feet of the South 450 feet of the NW 1/4 NW 1/4, lying North of Col. Glenn Road, which lies West and adjacent to the following easement which is reserved for a roadway and now being used over and across the West 10 feet of the South 450 feet of land first described above. CERTIFICATE OF OWPOR We, the undersigned, owners or the real estate shown and described herein, do hereby certify that we have laid off, platted and subdivided. and do hereby lay off, plat and subdivide said real estate in accordance with this plat. Date of Execution Source of Title BK. 1287, PG. 296 Date of Execution Source of Title WILLIAM & KATHY McMURRY 13800 COLONEL GLENN LITTLE ROCK, AR 72210 NAME & ADDRESS: CBRTIMATE OF PRELIIdWARY PLAT APPROVAL All requirements of the Re rela.ive to the preparatlittle Rock Subdivision Rules endion and submittal to a preliminarygulations plat have been fulfaletl, approval of this plat is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire on Date Date of Execution Chairman, Little Rock Planning Commission �jlG L�/sigh b� olZ�ld4� sv�'C PcEC F"1VE; ' UC 1 0 1 2007 HE 100 YEAR SURVEY CODE(S): 500-O1N-13W-0-20-440-60-0083 7 14J M • 0 o ED C a O 0 c N • o > a) a L c o o � � 4 ro _ o = 0 a � in D= DD (D 10 T a) r` II 11 m U a) 6 +) M 3 = ra L) 70 U •O M