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HomeMy WebLinkAboutS-1102 Map 5BASS OF BEARING: NAD-83 GRID NORTH, NORTH 70NE N Point --------------------------------- Quad Direction Distance Start 37 IN SE 85 32 58.8 636.9342 11 IN SW 2 20 10.2 40.0382 15 IN NW 85 32 58.8 317.6988 82 IN SW 1 14 18.2 300.9410 29 IN SW 78 58 54.7 333.8344 41 IN NE 2 21 18.2 99.8030 40 IN NW 88 39 28.7 631..3945 50 IN NE 1 58 51.1 330.4524 57 IN SE 88 36 53.3 633.4270 37 Area = 345556.9173 Sq. Feet or Tray. Pt. #3 Northing Easting 132650.06725 1174983.86932 132600.64434 1175618.88315 132560.63945 1175617.25110 132585.29126 1175300.51015 132284.42055 1175294.00619 132220.61823 1174966.32547 132320.33692 1174970.42655 132335.12453 1174339.20522 132665.37947 1174350.62747 132650.06725 1174983.86932 7.9329 Acres REBAR #57/PAGIS DATA NAD-83, NORTH ZONE 0301 N 132,665.37947 E 1,174,350.62747 LAT. 34'41'48.93543" LONG. 92' 27' 32.39524" CONVERGENCE _-0'16'01.53" SCALE FACTOR = 1.00005488 P.T PVATT019 = 414 0W nd. h /2" Rebar #57 w I ONE-STORY W/F r- Lo I Native Stone Trirr oo -4- #6301 Dan Glover f Ln0 ON-� z I� I� BRA I� nd. 1/2" Rebar #50 LEGAL DESCRIPTION ALL THAT PART OF THE SWI NEI AND THE SET NWI SECTION 25, T-1-N, R-14-W, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT A IRON STRAP ACCEPTED AS THE NW CORNER OF THE SWI NEI, THENCE S 02015'53"W ALONG THE WEST LINE THEREOF 329.66 FEET TO A FOUND 3/4 INCH PIPE, THENCE S 85032'59"E 636.93 FEET TO A FOUND 1 INCH PIPE IN THE WEST RIGHT OF WAY LINE OF WHIPPOORWILL LANE, THENCE S 02020'10"W ALONG SAID ROAD RIGHT OF WAY LINE 40.04 FEET TO A FOUND ONE HALF INCH REBAR, THENCE N 85°32'59"W LEAVING SAID ROAD RIGHT OF WAY LINE 317.70 FEET TO A ONE HALF INCH REBAR, THENCE S 01°14'18"W 300.94 FEET TO A FOUND ONE HALF INCH REBAR, THENCE S 78058'55"W 333.83 FEET TO A FOUND ONE HALF INCH REBAR IN THE WEST LINE OF SAID SWI NEI, THENCE N 02021'18"E ALONG SAID WEST LINE 99.80 FEET TO A ONE INCH CRIMPHEAD PIPE, THENCE N 88039'29"W 631.39 FEET TO A ONE HALF INCH REBAR IN THE WEST RIGHT OF WAY LINE OF DAN GLOVER ROAD, THENCE N 01°58'51"E ALONG SAID ROAD RIGHT OF WAY LINE 330.45 FEET TO A FOUND ONE HALF INCH REBAR, THENCE S 88036'53"E LEAVING SAID ROAD RIGHT OF WAY LINE 633.43 FEET TO THE POINT OF BEGINNING, CONTAINING 7.9329 ACRES OF LAND, MORE OR LESS. S 88036'53" E 633.43' Wel� Shed Conc. pad GRAVEL PAR''��NG N 88039'29" W r .1 �Contaaining 215,192. Sq.Ft. 4.9401 Acres Sho 631 .39' Fnd. Iron Strap #39� NORTHEAST CORNER SE 1/4 NW 1/4 SEC. 25, T-1 -N, R-14-W (9 co N �I Ln _LO N O Fnd. 3/4' Pipe # 10.02'---� Set 1/2" Rebar #83-/"* Fnd. 1 /2" Rebar #4 W O N N O zl W CERTIFICATE OF FINAL LEGEND SURVEYING ACCURACY I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY POWER POLE REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU- MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE, TYPE AND MATERIAL ARE CORRECTLY SHOWN. SIG N WATER VALVE/METER .. 2/29/1996 SIGNED`�rr�� SANITARY SEWER MAN -HOLE -® DATE OF EXECUTION BEi KITTLE , JR., PLS NO. 568, ARKANSAS TELEPHONE PEDISTAL ­� CERTIFICATE OF FINAL FIRE HYDRANT ENGINEERING ACCURACY GAS METER T WILLIAM E. KIRKPATRICK HERBY SATELLITE DISH CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY DROP INLET GRATE ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK HAVE SUBDIVISION RULES AND REGULATIONS BWCMP11WITH. HANDICAP PARKING n-' BASELINE POINTS 2/29/1996 SIGNED E. 'KMKPAITRICK, EGISTERED ENGINEER CONCRETE-CONC. DATE OF EXECUTION NO. 3253 , ARKANSAS GUY WIRE ANCHOR-G.W.A. CERTIFICATE OF FINAL POINT OF BEGINNING-P.O.B. PLAT APPROVAL I ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A FINAL PLAT HAVING BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. 442'j.� (DATE) SIGNED NAME de bar !8�199C DA E OF EXECUTION L.R. PLANNING COMMISSION NORTHWEST CORNER CERTIFICATE OF OWNER SW 1/4 NE 1/4 WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND SEC. 25, T-1 -N, R-14-W DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID PLATTED AND SUBDIVIDED AND DO HERBY LAY OFF PLAT AND OFF, SUB- DIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. SIGNED 2/29/1996 / ✓ DATE OF EXECUTION NAME ADDRESS SOURCE OF TITLE: DEED BOOK 1414,PAGE 621 INSTRUMENT NO. 96 ' ,- CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FORM REC RD �/-1 - ,1996 IN PLAT BOOK PAGE SIGNE Clerk NAM _ CLERK FLOOD INFORMATION THIS SURVEY IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON COMMUNITY REBAR37 PAGIS DATA PANEL NUMBER 050179-0380 C, DATED MAY 16, 1983, AND IS NOT WITH- # / IN THE DESIGNATED 100 YEAR FLOOD PLAIN. NAD-83, NORTH ZONE 0301 N 132,650.06725 E 1,174,983.86932 LAT. 34'41'48.81312" LONG. 92`Z7' 24.81117' CONVERGENCE _-0'15'57.11" SCALE FACTOR = 1,00005488 ELEVATION = 430.40' Tray. Pt. #9 S 85°32'59„ E f t2 Containing130,370. SgFt. 2.9929 Acres nd. 1" Crimphead Pipe #40 S'S Set 1/2" Rebar #8 Fnd. 1/2" Rebar 1 333.g3 636.93' O-) 0 00 O Cn O ®ee'hwos»tot Fnd. 1" Pipe #1 N 8S°32,59„ W 317.701 Tray. Pt. #10 Fnd. 1/2" Rebar #80- Fnd. 1/2" Rebar #15- =LAND OF= COLEMA;N N 7 8 57�� VICINITY MAP 1" = 1000' Fnd. 1" Pipe #20-� Fnd. 1 /2" Rebar #2 �� Cc z \O 334'03f Tray. Pt. #&---� F29Ft8=1•WAi L FM N63Nztf � Ka S T A,' � s STATE OF �� o <7 C k411 ITTL�Q' '� fo�'AL L o � �o L\2Q C\2 1 U) L- -cfl o © Q Cz OIL 0 CID I E.. W O c z CD I o�c�5 0 E--- Oo q � CO -0 �NLO� I` I Waco o h •i •i ao