Loading...
HomeMy WebLinkAboutS-1102 Map 3BASS OF.:BEAR NGe NAD-83 GRID NORTH, NORTH ZONE 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 = 345,556.9173 Sq..•Feet or m 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 j 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 nd. h /2" Rebar #57 w i � ONE-STORY W/F �n Native Stone Trirr oo -74- 6301 Dan Glover I n 0 � I O n z I� I� CRA Fnd. 1/2" Rebar #50 LEGAL DESCRIPTION ALL THAT PART OF THE SW4 NE4 AND THE SE4 NW4 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 SW4 NE4, 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 85032'59"W LEAVING SAID ROAD RIGHT OF WAY LINE 317.70 FEET TO A ONE HALF INCH REBAR, THENCE S 01014'18"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 SW4 NE4, 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 01058'51"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. l a t cis I .'ll ��-� �i� S 88036'53" E 633.43' G�AVE� PAR'��NG We] Shed Conc. pad IL.®t .d Containing 215,192. SgFt. 4.9401 Acres Sho N 88039'29" W 631.39' Fnd. Iron Strap #39� NORTHEAST CORNER SE 1/4 NW 1/4 SEC. 25, T-1 -N, R-14-W Fnd. 3/4" Pipe # 1 0.02'---- Set 1/2" Rebar #83-/ Fnd. 1/2" Rebar #4 CD O N CN O z� w 00 00 Cal CN O z CERTIFICATE OF FINAL �� �� SURVEYING ACCURACY I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY POWER POLE 0 REPRESENTS A BOUNDARY SURVEY MADE BY ME AND ALL MONU- LI G HT POLE + MENTS SHOWN HEREON ACTUALLY EXIST AND THEIR LOCATION, SIZE, SIGN 4 TYPE AND MATERIAL ARE CORRECTLY SHOWN. WATER VALVE/METER .. z/zs/lsss SIGNED_' SANITARY SEWER MAN -HOLE -® DATE OF EXECUTION BER KITTLE , JR,, PLS NO. 568, ARKANSAS TELEPHONE PEDISTAL ­� CERTIFICATE OF FINAL FIRE HYDRANT f ENGINEERING ACCURACY GAS METER 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 �- SUBDIVISION RULES AND REGULATIONS HAVE B N C MPLI WITH. HANDICAP PARKING BASELINE POINTS n 2/29/1996 SIGNED I lipez CONCRETE CONIC. E E RICK, EGISTERED ENGINEER DATE OF EXECUTION NO. 3253 , ARKANSAS GUY WIRE ANCHOR-G.W.A. CERTIFICATE OF FINAL POINT OF BEGINNING-P.O.B. PLAT APPROVAL 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. (� (DATE) SIGNED k)oya NAME Oe fxr !8, l99G DATE 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 OFF, P TT LA ED AND SUBDIVIDED, AND DO HERBY LAY OFF, PLAT AND SUB- DIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. SIGNED ' r pry�O/ 2/29/1996/V ��� DATE OF EXECUTION NAME Y� SOURCE OF TITLE: DEED BOOK 1414,PAGADDRESS E 621�I C II�TITY l�II�I� 1" INSTRUMENT NO. ��� - CERTIFICATE OF RECORDING THIS DOCUMENT, NUMBER FILED FORT REC RD ,1996 IN PLAT BOOK - PAGE SIGNE ` NAM Clerk CLERK FLOOD INFORMATION THIS SURVEY IS LOCATED IN FLOOD ZONE "C" AS SHOWN ON COMMUNITY REBAR #37/PAGIS DATA PANEL NUMBER 050179-0380 C, DATED MAY 16, 1983, AND IS NOT WITH - TN THF. nP..CTr: 3ATVT) inn V1a:ATi FT.nnT) pT.ATrT NAD-83, NORTH ZONE 0301 N 132,650.06725 °°p0 °O•. E 1,174,983.86932 •.••• RCU/�•••.� LAT. 34'41'48.81312"'-. LONG. 93'27'24.81117 CONVERGENCE _-015'57.11" SCALE FACTOR = 1.00005488 S Q ('`• -� a I ELEVATION = 430.40'' •. � � a+ a �, > L E 85°32'59 636.93' Fnd. 1" Pipe #1 0r`2 Set 1 /2" Rebar Tray. Pt. #9 O 0 IL ®t 2 Con taasneng 130,370. Sq.Ft. 2.9929 Acres 00 r-- 0 nd. 1" Crimphead Pipe #40 Fnd. 1 /2" Rebar # W 333.g3 N 85°32'S9" W --� 31 70' Fnd. 1 /2" Rebar #80- Tray. Pt. #10 Fnd. 1/2" Rebar #15- =LAND OF-- COLEMAN Fnd. 1" Pipe #2 Fnd. 1 /2" Rebar #2 33�03�� Trov. Pt. �s•r<l�3j lt�N�l �jr ... t 1000' -c::� c\z "' C\2 0 co O Q C\:2 O o_ H W ol� OCz .- O O K 0� v, q W�C'CO o r o� 'tA Kj •• •• 00 DATE: �G Uj w S T Ey�'�•, • � z z 0 m O fx i � x Cn Y) w