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HomeMy WebLinkAboutS-1125-A Map 2BASIS OF BEARING NAD 83 GRID NORTH C.P.S. CONTROL POW # 2 - PAGIS DATA NAD-83, NORTH ZONE 0301 N 148,831.705 E 1,235,488.666 LAT. 34°44'31.025448" N ELEVATION N=62.8SL pMPPN� E V / Hs S!♦ � I � N 68°06'26" E 10,49' IN NC , SIG 30.34' c f 0 BLOC N 87°22'55" W 11,97' � N6 FN➢. 1' PIPE , ND. 2' PIPE 033 3,> E 294 77 - Z� � 0�, -CHORD RAD US2 69.54 � N REBAR_ �- •� \ --- 40' INGRESS & EG _20' SANfT,4R-Y -- -- Z S ❑UND 1/2' REBAR - ---._. E,WE-R Ep-SE'A1EN-T SINE ))� / ER FAUCET P.K. N/ ELEV. 261, CONCRETE PARKING S EASEMENT-` _--- _WATER�� SIC %. // QP IT,CT I43,20 �� !SS �Pv �$ � �- SS P5� DARR COMPANY # 140e S__ I- TREET LITTLE/ CK- AR-722 3-0927 2 10 Start 285 IN SW 1 37 04.8 424.8031 183 IN SE 87 42 55.2 210.4000 287 IN SW 1 32 04.8 197.6000 290 IN NW 88 09 36.3 290.2696 185 IN NE 3 14 47.8 49.8737 184 IN NW 87 06 55.0 252.6000 289 IN NW 39 42 06.7 648.3055 358 IN NE 17 42 51.1 35.1373 357 IC 359 Central Angle 47 00 38.1 Radius 369.5400 Arc 303.2037 Tangent 160.7212 Chord 294.7701 Bearing NE 82 03 02.7 6 IN NW 87 22 55.3 11.9718 7 IN NE 68 06 25.5 206.6704 5 IN SE 89 05 32.6 280.8327 115 IN SW 1 37 04.8 87.5000 285 Area = 392593.1510 Sq. Feet or 01-372-21 12 148694.02751 148694.02751 1235822.72126 148269.39380 1235810.72660 148261.00630 1236020.95935 148063.47718 1236015.66725 148072.79684 1235725.54726 148122.59048 1235728.37179 148135.30298 1235476.09188 148634.09556 1235061.95908 148667.56684 1235072.65027 149023.57007 1235171.75381 148708.33234 1235364.58794 148708.87916 1235352.62862 148785.94102 1235544.39447 148781.49263 1235825.19189 148694.02751 1235822.72126 9.0127 Acres CONCRETE SET 1/ 0 C) w N V 1 I G gyp,\\,Rp PO PPG\F\G 1/2' REBAR L%ELEV. 261,59 60 'RIW ° vAT 42" STORM SEWER T SRTp R STORM G.W. DRAINN EEpp 10' SS DRAIN P �°o VALVE - S 9'05'33" E 280.83' /2' REBAR 2150.49 SIGN . FND C.P.S. ASPHALT PARKING U Mc., U 7 77 (m7 7MM77717I S IUMS90w PULA= W umywg AAXAMAZa NE CORNER, SE 1/4 SE 1/4 SECTION 2, T-1-N, R-12-W 60 SE CORNER I a0 P� LOT 11, POPE'S / Ln �,, 1000 ACRE GRANT z 00 Y O a N P.s. NI gS° 1 1 '26" U z o Ln 0 In OD EENL.P.S. ELEV. 262.22� C) SET 1/2' 25' BUILDING LINE J SS 94.40' j N 88'11'26' W r� 0 CO E 0 4` 1/2" REBAR # 1 - PAGIS DATA "r \ N NAD-83, NORTH ZONE 0301 I , N 148,418.794 \ E 1,235,592.483 jl to LAT. 34°44'26.944138" N LONG. 92'15'19.494759" W \ ELEVATION = 261.241' MSL .I Lo \ J I O 0 �Cf) cn ? 0 V o � V O \nkn \ \ z\\ I ; PS 87°42'55" E 210.40' FND 3 PIPE \ W F28 SET 1/2' REBA \\ I y 2 BS U/L©1NG LINE - CD r-3611STORM20 ORA/ cal Q _ --O-- O NOT,4fiY-`= SEWER- -� SEWS--'-"`��..'--�---- - SA 184 OU D 1'PIPE \i- SrORY C1' N 87 06 55 W 252.60' ErAeLOG. z �, _ l f Cl CO 00 - J dc0 O O O d _y Ih N 290 185 N 88009'36" W 290.27' O ❑UND 'X' CUT IN CONC. LEGAL DESCRIPTION FOR DARRAGH COMMERCIAL SUBDIVISION ALL THAT PART OF THE SE 1/4 SE 1/4, AND ALL THAT PART OF THE NE 1/4 SE 1/4, ALL IN SECTION 2, T-1-N, R-12-W, AND BEING PART OF LOT 11 OF POPE'S 1000 ACRE GRANT, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, THE HEREIN BEARING SYSTEM IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD-83), GRID NORTH, NORTH ZONE, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NE CORNER OF SAID SE 1/4, SE1/4 SECTION 2, HAVING A COORDINATE VALUE OF NORTH 148,687.396 FEET, EAST 1,236,032.617 FEET, THENCE N 88'11'26° W ALONG THE NORTH LINE THEREOF 15.60 FEET TO THE SE CORNER OF LOT 11, POPE?S 1000 ACRE GRANT, THENCE CONTINUE N 88-11'26" W ALONG THE SOUTH LINE OF SAID LOT 11 AND THE NORTH LINE OF SAID SE 1/4 SE 1/4 FOR 194.40 FEET TO A COTTON PICKER SPINDLE AND THE POINT OF BEGINNING, THENCE S 01°37'05" W 424.80 FEET TO A THREE INCH DIAMETER PIPE, THENCE S 87'42'55" E 210.40 FEET TO A ONE HALF INCH REBAR IN THE EAST LINE OF SAID SE 1/4 SE 1/4, THENCE S 01-32'05" W ALONG THE EAST LINE THEREOF 197.60 FEET TO A ONE HALF INCH REBAR, THENCE N 88'09'36" W 290.27 FEET TO AN "X" CUT IN CONCRETE, THENCE N 03'14'48" E 49.87 FEET TO A ONE INCH DIAMETER PIPE, THENCE N 87'06'55" W 252.60 FEET TO A ONE HALF INCH REBAR IN THE EASTERLY RIGHT-OF-WAY LINE OF MISSOURI -PACIFIC RAILROAD COMPANY, THENCE N 39'42'07" W ALONG SAID RAILROAD R/W LINE 648.31 FEET TO A ONE HALF INCH REBAR, THENCE N 17'42'51" E ALONG SAID RAILROAD R/W LINE 35.14 FEET TO A ONE HALF INCH REBAR, THENCE ALONG SAID RAILROAD AND A CURVE TO THE LEFT HAVING A RADIUS OF 369.54 FEET AND A CHORD OF N 82'03'03" E 294.77 FEET TO A TWO INCH DIAMETER PIPE IN THE SOUTH LINE OF SAID NE 1/4 SE 1/4, THENCE N 87-22'55" W ALONG THE SOUTH LINE THEREOF 11.97 FEET TO A ONE INCH DIAMETER PIPE IN THE SOUTHERLY R/W LINE OF MI`ISOURI-PACIFIC RAILROAD COMPANY, THENCE N 68'06'26" E ALONG SAID RAILROAD R/W LINE 206.67 FEET TO AN "X" CUT IN CONCRETE AND THE SOUTH R/W LINE OF EAST 6TH STREET, THENCE S 89'05'33" E ALONG SAID STREET 280.83 FEET TO A COTTON PICKER SPINDLE IN THE CENTERLINE OF A CONCRETE DRIVE, THENCE S 01'37'05" W LEAVING SAID STREET AND ALONG THE CENTERLINE OF SAID CONCRETE DRIVE 87.50 FEET TO THE POINT OF BEGINNING, CONTAINING 9.0127 ACRES OF LAND, MORE OR LESS, SUBJECT TO EXISTING SANITARY SEWER LINE EASEMENTS (20 FEET IN WIDTH) IN FAVOR OF THE LITTLE ROCK WASTEWATER UTILITY AS FOUND IN INSTRUMENT No. 78-39205 OF THE PULASKI COUNTY CIRCUIT CLERKS RECORDS. CERTIFICATE OF FINAL SURVEYING ACCURACY I, BEN KITTLER, JR., HEREBY CERTIFY THAT THIS PLAT CORRECTLY 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. K 11-7-96 S1r,NFn1Tl h DATE OF EXECUTION BEN KITTLE$, JR., PLS NO. 568, ARKANSAS CERTIFICATE OF FINAL ENGINEERING ACCURACY I, WILLIAM E. KIRKPATRICK , HERBY 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. 11-7-96 SIGNED ' WILLIAM E. KIRKPATRICK, REGISTERED ENGINEER DATE OF EXECUTION NO. 3253 , ARKANSAS CERTIFICATE OF FINAL 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. (DATE) SIGNED e_ DATE OF EXECUTION CUTION AME L.R. PLA NING COMMISSION CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HERBY LAY OFF, PLAT AND SUB- DIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. SIGNED Ji�OIxO�d� G . 11 / 7 / 1996 1431 MERRILL DR. F DATE OF EXECUTION NAME LITTLE ROCK, AR. 72211 1386 284 ADDRESS SOURCE OF TITLE: D.R.1189 PAGE 153TO 155 INSTRUMENT NO. ' VZOGA-2, CERTIFICATE OF RECORDING r� THIS DOCUMENT, MBER FILED FORCORD 4-3 19'7% IN PLAT BOOK 'PAGE SIGNED LQ / NAME K FLOOD INFORMATION THIS SURVEY IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON COMMUNITY PANEL NUMBER 050181-0008 E, DATED NOV. 3, 1993, AND IS NOT WITH- IN THE DESIGNATED 100 YEAR FLOOD PLAIN. F_ VICINI`IY M.Z!,,P 1" 40:O l D iJkNLII! POWER POLE LIGHT POLE SIGN 4 WATER VALVE/METER - ►- SANITARY SEWER MAN -HOLE -® TELEPHONE PEDISiAL----� FIRE HYDRANT GAS METER SATELLITE DISH �n DROP INLET GRATE - TP HANDICAP PARKING- � BASELINE POINTS--0 CONCRETE -CONC. GUY WIRE ANCHOR-G.W.A. POINT OF BEGIN NING--P.O.B. ZONED 13 (SEC.2--IN-12W) '-d23Jem•- gc7 020a) L a)74" **sk eta SM3 �rR'L t`: s^ As S°rr!r "I!LO BY: Cy /Le sGIST DR7F�L.a]'�L CJ STATE oB' ARKANSAS 4 Q No. 568 Cq �s1 S[GN U EST 4• AL L A�9LO 6 -#26 -4