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HomeMy WebLinkAboutS-1409 Map 1Q=(.44)(5 1)(61 ) 3> S680 ~ C" CERTIFICATE CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY 36Q��+___LUC HEREBY CERTIFY THAT THIS PLAT CORRECTLY / $ PROPERTY DESCRIPTION RE RESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING RE- 0 QUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OP'LITTLE ROCK SUBDIVISION N RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COP „Wii..S/2,Jp BOUNDARY n HAS BEEN DULY FILED FOR THE RECORD OFFICES OF THE ST SL lii)F�YFY Q("R'hDJ,D THE PULASKI COUNTY CIRCUIT CLERK ON ll).CO' IN PLAT BOOK ---------------- PAGE D. t, 1" = 60' 00 ----- I PROPERTY DESCRIPTION � 7 --- EXECUTION -- iiiiiiii MEMO ATE OF ENAME G;r "IED LAND SU,. ------ IIIIIIIIIIIIIIL- ---Ell_ cO PART OF THE EAST ONE HALF OF T1IE SOUTHEAST QUARTER OF SECTION 24 TOWNSHIP 2 NORTH J� OR 0 60 120 18o I o R BYN LANE RANGE 14 WEST PULASKI COUNTY. ARKANSAS BEING MORE PARTICULARLY DESCRIBED AS NO I Z ' J ARI%f�19'AS p 9 �/ LOT 1 I I FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE ��, r �� i89°4 45''E ,� LOT 6 SOUTHEAST QUARTER SECTION 24; THENCE NORTH 01 DEGREES 19 MINUTES 07 SECONDS EAST r I 897.58 FEET TOA FOUND ONE INCH REBAR ATA FENCE CORNER; THENCE SOUTH 88 DEGREES 40 CERTIFICATE OF PRELIMINARY ENGINEERING ACCUR 4CY 9.70 CB f / _ I 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 FOUND COTTON .�Zc°����- ---------- HEREBY CERTIFY THAT THIS PLAT � 48.00' C8 I PICKER SPINDLE IN THE BASE OF A TWENTY FOUR INCH OAK TREE; THENCE SOUTH 89 DEGREES CORRECTLY REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS N I 43 MINUTES 45 SECONDS EAST 139.70 FEET TO A FOUND ONE HALF INCH REBAR AS SHOWN ON OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED LOTS LOT 2 SURVEY BY BEN KITTLER JR. AND DATED SEPTEMBER 19, 1996• THENCE NORTH 09DEGREES 22 WITH. • N N LOT `� MINUTES 29 SECONDS EAST 275.68 FEET TO A FOUND FIVE EIGHTS INCH REBAR AS SHOWN ON F-+ oo / , I r SURVEY BY DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE NORTH 06 DEGREES SIGN �9d `� r , a y,� s (� 35 MINUTES 19 SECONDS EAST 281.07 FEET TO A FOUND "PK" NAIL AS SHOWN ON SURVEY BY i DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE SOUTH 68 DEGREES 58 MINUTES _L1 �� 2 _ _ - _-- I 1 148.0 ' U 27 SECONDS EAST 267.85 FEET TO A FOUND ONE HALF INCH REBAR IN THE CENTERLINE '- - CURVE # I s gg°4�r3 r 210.813 O.8 t 29 06 1 • I INTERSECTION OF TAYLOR LOOP ROAD AND MONTGOMERY ROAD AS SHOWN ON SURVEY BY ATE F EXECUTION NAME,.{, �REGISTERED ENGINEE is -, ` o DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE SOUTH 00 DEGREES 33 MINUTES N0. L ?�2_. ARKANSAS 1 / .r I LOT 2 4 14 SECONDS WEST 292.60 FEET TO A FOUND RAIL ROAD SPIKE AS SHOWN ON SURVEY BY _ 900 o LOT I o DONALD W. BROOKS AND DATED SEPTEMBER 29, 2003; THENCE SOUTH 02 DEGREES Ol MINUTES 05 SECONDS WEST 635.55 FEET TO A POINT; THENCE NORTH 88 DEGREES 05 MINUTES 23 CERTIFICATE OF PRELIMINARY PLAT APPROVAL SECONDS WEST 217.72 FEET TO A FOUND ONE INCH PINCH TOP PIPE; THENCE SOUTH Ol DEGREES r� o , 9.06' I 55 MINUTES 43 SECONDS WEST 211.84 FEET TO A POINT; THENCE SOUTH 88 DEGREES 34 MINUTES ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS 21 SECONDS EAST 217.93 FEET TO A POINT; THENCE SOUTH 02 DEGREES 01 MINUTES 05 SECONDS RELATIVE TO THE PREPARATION AND SUBMITTAL OF A PRELIMINARY PLAT HAVING LOT 4 OT 47 I I I WEST 120.21 FEET TO A POINT; THENCE SOUTH 83 DEGREES 40 MINUTES 59 SECONDS EAST 422.57 BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO L = 235.62 FEET TO A FOUND ONE HALF INCH REBAR IN A FENCE LINE; THENCE SOUTH 01 DEGREES 11 FURTHER PROVISIONS OF SAID RULES AND REGULAITONS. THIS CERTIFICATE OT 30 0 LOT 23 LOT 4 ' O MINUTES 02 SECONDS WEST 220.41 FEET TO A FOUND ONE INCH REBAR; THENCE SOUTH 81 SHALL EXPIRE ________________________, t 310 o N DEGREES 44 MINUTES 13 SECONDS EAST 245.25 FEET TO A FOUND ONE HALF INCH REBAR ON DATE T = 150. 0 o I O THE EAST LINE OF THE SAID NORTHEAST QUARTER. OF THE SOUTHEAST QUARTER ALSO BEING I 1 0 00. 1 ON THE WEST' LINE OF LOT I WEST IVESVILLE SUBDIVISION; THENCE SOUTH 01 DEGREES 24 SIGNED C _ 212.13 ' Q �, MINUTES 39 SECONDS WEST 122.10 FEET ALONG THE SAID EAST LINE TO A FOUND ONE INCH /CB 60' " RCP 119.06' C13 + I (p O REBAR AND THE SOUTHEAST CORNER OF THE SAID NORTHEAST QUARTER OF THE SOUTHEAST h� QUARTER; THENCE SOUTH Ol DEGREES 08 MINUTES 20 SECONDS WEST 82,78 FEET ALONG THE ----------------- ------------------------------ L 49 O EAST LINE OF THE SOUTHEAST QUARTER OF THE SAID SOUTHEAST QUARTER TO A FOUND 2 DATE OF EXECUTION NAME / _ 18" RCP I 'q ' LOT 22 LOT 5 I INCH BRASS MONUMENT (PAGIS MONUMENT 2090-0038) AND THE SOUTHWEST CORNER OF THE LITTLE ROCK PLANNING COMMISSION F I NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 19 TOWNSHIP 2 NORTH o CB I ` RANGE 12 WEST; THENCE NORTH 85 DEGREES 28 MINUTES 00 SECONDS WEST 1328.30 FEET TO % 121 ° B 110.00' THE POINT OF BEGINNING CONTAINING 20.65 ACRES MORE OR LESS. GENERAL NOTES CURVE L 10 ' I i W SUBJECT TO A FIFTY FOOT WIDE STRIP FOR RIGHT OF WAY OF MONTGOMERY ROAD. U SE V1 1. ALL BUILDING LINES ARE AS SHOWN ° v O I o 1 I (h 2. ALL DISTANCES ON CURVED BOUNDARIES ARE CHORD DISTANCES 90 _ Q=cIA LOT , LOT 46 LOT 31� I LOT 21 COT _ R = 5 ° Q-('44)(5.1)(25.4) / I - I 3. ALL CORNER RADII ARE 25', UNLESS OTHERWISE NOTED. Q=56.9 CFS \ 110' / CB 100' oo' 1 I I T4, 30" 1 1 4. ALL STREET R-O-W AND CUL-DE-SAC RADII ARE 50', UNLESS L = 117,81' 320 1 1 OTHERWISE NOTED T = 75° I LOT LOT 32 I °� I 5. ALL EASEMENTS SHOWN ARE 10' IN WIDTH, UNLESS OTHERWISE NOTED LOT 5 I �¢ I LOT LOT 7 33 I ' , 6. ALL EASEMENTS ON COMMON LOT LINES ARE 10' IN WIDTH, 5' EITHER C = 106.07' °°' 110' Lo ' 0.00' L UI Q L 521 0�1 \ o w LOT 44 LOT 3 T 1 OT 8140 / cc)zo 1 100' 10 I N 110' , 7y W CURVE # 3 0 53 I10 N + ' LOT 43 LOT 34 1 LO 18 T 9-71 I Q�--, I ,^� I I c.n 900 CB , 00' N I N [� 330 ' ' '0 a I N \ _ 75° 11 } I UI 'U ' 1 LO 17 LOT 10 ' M 3 0 L = 117.81 LOT I L 2 LOT o 0 I T = 7 5 ° _j_ 100' 100' 110.00' o C = 106.07°�° 1 1 340 SIDE, UNLESS OTHERWISE NOTED 7. ALL EASEMENTS ARE TO BE USED FOR UTILITIES AND/OR DRAINAGE 8. AVG. LOT SIZE 65' X 110' 9. ZONING R-2 10. WATER SERVICE CENTRAL ARKANSAS WATER 11. SANITARY SEWER SERVICE CITY OF LITTLE ROCK 12. TOTAL LOTS 75- 13. 2,850 L.F. OF NEW STREET PRELIMINARY PLAT MADISON VALLEY SUBDIVISION N I LOT 40 LO ' � ' LOT LOT 12 I o� VICINITY MAP LOT 56 I 100' 100' io 00 110, 1 110' o' I I LL90T 3 _ , LOT ;Q ILO 14 I - 20'ACtESS AND BTLLZrY\ASEbIEN7 _ LOT 13' LOT 57 49 oo' 25�E CCK Cg c6 25 SETB \83c40r59��E 422, - , o N 18 EP 5C S$ --441311E 24S.25, 350 00 18 RC cg 24 RCP CP CB Ll 40' 6 CB ` - - - - - 167' o 70 70, - - - - - --fiAVfN- ��R-T -(5e_ I LOT 7 ~ ° N LOT - - _ _ _ 70' 70 _ 70' 74' 74' 74' ~ w LOT 25' TBACK - - _ _ _ 74 - - _ - - - - I 35 / -co co L 6 - SETEACK LOT 61 OT L 63�T6_ 35' s LOT 74 T 2- - -- -- -- - - -- -- ---- ---- LOT 66 LOT _L38 -69 T 1 _ _ ____ o ---- - - _ __ _ FOUND STONE AS SHOWN ON 70 70 70' 70' �i- OT- 7 00 0 00 o SURVEY BY DUANE I, REEL/ 70• 7 . �. 360 AND DATED 2-24-69 AND ON PLAT 74' LOT 73 200 4 J N OF HOLLY FOREST SUBDIVISI❑N BY ,4 W, WILLIAM GRAHAM JR. AND DATED3-19-93 Q=CIA N85°2g'00" Q=CIA 4 7 ' =1 9 ACCEPTED AS THE SW CORNER Q=(.44)(5.1)(7.5) 360 W 1328.30 Q=(.44)(5.1)(8.5)'! 80 NE1/4 SE1/4 SECTION 24 T-2-N R-14-W Q=16.8 CFS Q=19.1 CFS 1 138' 45 I I LOT 41 � LO 36 � I L 16 OT 11 LOT , I 0 100' 1 1 F ' I I 110.00' ' o I I LITTLE ROCK, ARKANSAS 319 E. MARKHAM (MARKET ROW) #202, LITTLE ROCK, ARKANSAS 72201 PHONE 501-223-9900 DATE: NOVEMBER 12, 2003 \2003\STALCUP.DWG\B FOUND 1' REBAR AS SHOWN ON PLAT OF WEST IVESVILLE SUBDIVISI❑N BY W, WILLIAM GRAHAM JR, ACCEPTED AS THE SE CORNER NE1/4 SE1/4 SECTI❑N 24 T-2-N R-14-W FOUND PAGIS MONUMENT 2090-0038 AS SHOWN ON PLAT OF CHARLEST❑N HEIGHTS ADDITI❑N BY WHITE-DATERS AND ASS❑CIATES ACCEPTED AS THE SW CORNER -NW1/4 SW1/4 SECTI❑N 19 T-2-N R-13-W