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Home My WebLink AboutS-1409-A Map 1CURVE # 1 A = 90` R = 150" L = 235.62' T = 150.0' 310 C = 212.13' CURVE # 2 A = 90' Q=aA Q.(.44X5.1X25.4 R = 75` 0-56.9 CF3 L = 117.81' 320 T = 75° C = 106.07' CURVE # 3 = 90° R = 75' 330 L = 117.81' 0c T = 75` C 106.0 7' x 340 ACCEPTED AS THE SW CORNER/ NEl/4 SEI/4 SECTION 24 T-2-N R-14-W (�_(MXS )(61.3) !q'l�nli^X 0-137.8 CFS v+V �Op Q V680 O�U (60• OO R�iy ' 'so 267 J O �C 300 rJ LOT w LOT 2 m l s n s• N ,za' �O iv LOT3 ! �310 T 4 -� 123' ` A N 1 LO ao�1t� Itill I`�n4G I 00 / the' L S89043' 5"E I� 1 .9 n220 ! I o' tt0' i ° LOT 28 0T 7 LOT 27 S88°40'30" 10.83' 1Z0' W RO W LOT 25 LOT 8 i 320 OT 28 �\ T T$ 110' no' 1 9 i _u' 24 LOT 9 p ° y5 _ 1 SETBACK. J L- _ _ 73 _ _ C) 49 ( 75 4$r RCP 120LA ' rJ•- n ro0' 100' 15' LO 47 - LOT 43 LOT 30 i m t OT „o' 1 Yl0' "8 I 48 ' ^ ; LOT ,2 LOT 31 (m 1 LOT LOT r Qi 1A I iN - 00' 1{ZJ mi OT 40 LOT 3 i7 no' . T 51 1 sl LOT 39 LOT 34 im T 5,2 I I I I I^ I Q' LOT 38 )T 53 uo' --LQ 37 LO 36 IT 54 no' 1,0 15' 2 i LOT 23 sEmmx- "LOT 1 I / I I LOT 2 LOT'"-' I 1 I RLOT " LOTS" OT I 1 LOT I 1 _OT 9 LOT 14 t" � n I no' 1 " I OT 18 LOT 1 I iio' tta' LO 17 LOT � i< I a t5' „ S 833 438" E 356.63' CQT 83- I � LOT 81 T 82 a� 15' SE i�A C L / 1, - 0 0 80 _ T�i�1 2. ,N �. Q + ..3�,W O w 90 26.> r -�58 .� I LOT 76- '' LOT 79 SVBD '11114 rlc LOT �� o LOT Uk C SVIC I h� pgGE'C 4�4 80' 136' 25' 80 g,• 340 g, T 75 <I LOT 72 I I S 83040'59" E 62.00, -- s�eeac 24 R- --- -- - --- /'e umm/ 020"T H - - Sg ° '13„ 0 25 - _ V/1 VIIY �+VU 0, 167' -_ 5' , O COT 55 zs' ac ----- -- --- 5 _ - _� LOT N � _ 18' RCP 7 L LO L IW RCP \60 ' L .LOT 6 OT _ - T6 1 Tc� t C i LOT _ I // 7'� 6 --5, - -- - - -- -- ---- - - ---- - - --- ---- -- 23' 5' N O Q aA LOT 69 �1 °O Q (.44)(5.1X7.5) ° s 019 0-18.8 CPS N85 ZQ /1l)I" 1i7 1"- �5 7s'360 m I JL25. SU p� 8 12i PROPERTY DESCRIPTION PROPERTY DESCRIPTION PART OF THE EAST ONE HALF OF THE SOUTHEAST QUARTER OF SECTION 24 TOWNSHIP 2 NORTH RANGE 14 WEST PULASKI COUNTY, ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER SECTION 24; THENCE NORTH 01 DEGREES 19 MINUTES 07 SECONDS EAST 89758 FEET TOA FOUND ONE INCH REBAR AT A FENCE CORNER; THENCE SOUTH 88 DEGREES 40 MINUTES 30 SECONDS EAST 210.83 FEET TO A FOUND ONE INCH REBAR AT A FENCE CORNER; THENCE NORTH 02 DEGREES 52 MINUTES 05 SECONDS EAST 92.51 FEET TO A POUND CO"i TON PICK??R SPINDLE IN THE BASE OF A TWENTY FOUR INCH OAK TREE; THENCE SOUTH 89 DEGREES 43 MINUTES 45 SECONDS FAST 139.70 FEET TO A FOUND ONE HALF INCH REBAR AS SHOWN ON SURVEY BY BEN KITTLER JR. AND DATED SEPTEMBER 19, 1996; THENCE NORTH 09 DEGREES 22 MINUTES 29 SECONDS EAST 275.68 FEET TO A FOUND FIVE EIGHTS INCH REBAR AS SHOWN ON SURVEY BY DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE NORTH 06 DEGREES 35 MINUTES 19 SECONDS EAST 281.07 FEET TO A FOUND "PK" NAIL AS SHOWN ON SURVEY" BY DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE SOUTH 68 DEGREES 58 MINUTES 27, SECONDS EAST 267.35 FEET TO A IOU ID CN'i HALF INCH REBAR IN T.' E CENTERLINE INTERSECTION OF TAYLOR LOOP ROAD AND MONTGOMERY ROAD AS SHOWN ON SURVEY BY DONALD W. BROOKS AND DATED SEPTEM 3ER 29, 2003; THENCE SOUTH 00 DEGREES 33 MINUTES 14 SECONDS WEST 292.60 FEET TO A FOUND RAIL ROAD SPIKE AS SHOWN ON SURVEY BY DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE SOUTH 02 DEGREES Ol MINUTES 05 SECONDS WEST 630.20 FEET TO A POINT; THENCE SOUTH 88 DEGREES 54 MINUTES 38 SECONDS EAST 356.63 FEET TO A POINT; THENCE SOUTH 01 DEGREES 33 MINUTES 21 SECONDS WEST 368.37 FEET TO A POINT; THENCE SOUTH 83 DEGREES 40 MINUTES 59 SECONDS EAST 62.00 FEET TO A POINT; THENCE SOUTH 81 DEGREES 44 MINUTES 13 SECONDS EAST 245.25 FEET TO A FOUND ONE HALF INCH REBAR ON THE EAST LINE OF THE SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER ALSO BEING ON THE WEST LINE OF LOT I WEST NES` MLE SUBDT V ISIGN; T rInNCE SOU-1H 01 DEGREES 24 MINUTES 39 SECONDS WEST 122.10 FEET ALONG THE SAID EAST LINE TO A FOUND ONE INCH REBAR AND THE SOUTHEAST CORNER OF THE SAID NORTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH Ol DEGREES 08 MINUTES 20 SECONDS WEST 92.78 FEET ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF THE SAID SOUTHEAST QUARTER TO A FOUND 2 INCH BRASS MONT IMENT (P-AGIS MONTTMENT 2090-(N_139) AND THE SOUTHWFST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19 TOWNSHIP 2 NORTH RANGE 12 WEST; THENCE NORTH 85 DEGREES 28 MINUTES 00 SECONDS WEST 1328.30 FEET TO THE POINT OF BEGD,TMiNG CONTAINING 24.59 ACRES MORE OR LESS. SUBJECT TO A FIFTY FOOT WIDE STRIP FOR RIGHT OF WAY OF MONTGOMERY ROAD. rDvA�INGT PIAINT PHASE 1 LOT 5 - LOT 83 PHASE 2 LOT 1 - LOT 4 PIRMAIN 9AS 'At EIt J Cj ��' -k Al. VICC; 1114 r og�cosoryg�rLf�� c AgcF � 1p, ACCEPTED AS THE SE CORNER .'-�NE1/4 SE1/4 SECTION 24 T-2-N R-14-W FOUND PAGIS MONUMENT 2090-0038 ACCEPTED AS THE SW CORNER NW1/4 SWl/4 SECTION 19 T-2-N R-13-W 7 1.' CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, �14.L/c.Qr_C L-.� 9_------- HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE- QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE STATE SURVEYOR AND THE PULASKI COUNTY CIRCUIT CLERK ON 20____ IN PLAT BOOK PAGE SIGNED ---- DATE OF EXECUTION NAME, REGISTERtD SURVEYOR N0. ARKANSAS CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY ------- HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. SIGNED -DATE F E,. CJTION N 61 E, REGISTERED ENGINEER NO- , ARKANSAS 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 PROVISIONS OF SAID RULES AND REGULATTONS, THIS CERTIFICATE SHALL EXPIRE -------- _-------------- DATE SIGNED -- - - - - - -- - - - -- --- DATE OF EXECUTION NAME LITTLE ROCK PLANNING COMMISSION GENERAL NOTES 1. ALL BUILDING LINES ARE AS SHOWN 2. ALL DISTANCES ON CURVED BOUNDARIES .ARE CHORD DISTANCES 3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED. 4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS OTHERWISE NOTED 5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED 6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER SIDE, UNLESS OTHERWISE NOTED 7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE 8. AVG. .LOT SIZE 78' X 100' 9. ZONING R-2 10. WATER SERVICE CENTRAL ARKANSAS WATER 11. SANITARY SEWER SERVICE CITY OF LITTLE ROCK Z. TOTAL LOTS 83 13. 3,100 LF. OF NEW STREET VICINITY MAP PRELIMINARY PLAT MADISON VALLEY SUBDIVISION LITTLE ROCK, ARKANSAS 319 PRESIDENT CLINTON AVE. SUITE #202, LITTLE ROCK, ARKANSAS 72201 PHONE 501-223-9900 RFCF1NTFD FEB 2 5 2004 DATE: JANUARY 31, 2004 \2003 \�TALCUP.DWG\B BY:------ S- '((tP-A