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Z-7875 Map 7
02 9 d 2- 14897309 E 1185040.55 ,p� 10 N d ac .0 Yl O „ 11 4 x s z ci TRACT 6 3 m KANIS ROAD 148964 11 E 1184995.22 CERTIFICATE OF FINAL APPROVAL COOPER ORafT RD. _ N - ,a E_1184971.08 1 , ;ot: 14 N 149005 49 rn o � � n THAT THIS PLAT C:)RRECTLY REPRESENTS A 15 N _00? le - E 1184487 44 I 16 O--------._ z 25 , 14895 7 79 - VICINITY MAP N 148959 32 E 1184441.67 (NTS) 18 N 1 48998 88 02 9 d 2- 14897309 E 1185040.55 PROFESS 10 N 148939 02 E 1185039.39 „ 11 N 14894055 r26 TRACT 6 12-- N 148964 11 E 1184995.22 CERTIFICATE OF FINAL APPROVAL rn _ N - 148989 94 E_1184971.08 1 , ;ot: 14 N 149005 49 rn o � � n THAT THIS PLAT C:)RRECTLY REPRESENTS A 15 N - 14898135 - E 1184487 44 I 16 O--------._ z 25 , 14895 7 79 - 1 N 148959 32 E 1184441.67 904 / � 18 N 1 48998 88 E 1184443.01 L 19 20 N N 149002 48 149101 78 24 --_---- - - i 23 _ 21 _ N 1490984 1 E 1184446 39 R25.00' ' N 149257.58 E 1184451.45 C"i _ 23 N CDN24'44'28"W _ E 1184464.45 p 24 N 149708 20 E 1184475.76 d LC22.36' N 149728 51 E 1184466.40 26 N 149748 46 E 1184467.04 v 30.00• N 149741 33 E 1184679.53 i i A d22.50' 22.50' a ARKANSAS STATE PLANE COORDINATES .� NORTH ZONE w O 1 N 149735.32 E 1184844.37 civ 2 N 149720.32 E 1184843.87 ct x 3 "14" E 1184561.58 p ,., _ 4 N 1497 05.96 -- E 1184535.72, - Z a o 5 N 149432.09 E 1184527.02 8 8. E 1185162.22 O z i N 149214.45 E 1185155.35 ' 8 N 148969.47 E 1185147.03 I Y LQr 02 9 d N 14897309 E 1185040.55 PROFESS 10 N 148939 02 E 1185039.39 „ 11 N 14894055 E 1184994.42 TRACT 6 12-- N 148964 11 E 1184995.22 CERTIFICATE OF FINAL APPROVAL 13 _ N - 148989 94 E_1184971.08 1 , ;ot: 14 N 149005 49 E 1184513 27 THAT THIS PLAT C:)RRECTLY REPRESENTS A 15 N - 14898135 - E 1184487 44 I 16 N 14895 7 79 E 1184486.64 1 N 148959 32 E 1184441.67 904 / � 18 N 1 48998 88 E 1184443.01 L 19 20 N N 149002 48 149101 78 E 1184336 90 - E 1184340 15 ----�� --_---- - - i 23 _ 21 _ N 1490984 1 E 1184446 39 Lu 22 N 149257.58 E 1184451.45 C"i _ 23 N 149352.16 _ E 1184464.45 p 24 N 149708 20 E 1184475.76 d 2s N 149728 51 E 1184466.40 26 N 149748 46 E 1184467.04 v 7 N 149741 33 E 1184679.53 d22.50' 22.50' G/Ij a U"� a O94 N N a0 2 d S88'10'52"E H 20 106.29' 21 KANIS ROAD t tddU4'4II"' E 212 62_ i 15' RIGHT -OF -I THIS PUT (5,71 0 C4 \ R25.00' CDS46754'23'W LC35.41' I' IMS o� m� �h o ca IE213 OF LOT 12 N 1ASBURY ACRES P4T BK. NO. 2, PG. 18 S87'54'35"E 164.95' Y DEDICATION I " S0. FT.) j N88700'20'W 282.47' I +Ir I TRACT 8 SIMPSON SUBDIVISION 1 PLAT BK. NO. 4, PG. 8 i OMA1M'ENAURMNCE ESWALLMi. FENCE a 75.19' - 50.00'- - 50 0 50 0 50 Scale 1" = 50 ft - - -_ _ - NE CORN. TRACT 6 ' - SIMPSON SUED. 2 N Ln �C f I � r TRACT 7 I MPSON SUI LLAT 8K. NO 4 ISPC. ON P 8 I� III I I S877*50'07"E 1 635.65' C3'S' ldS T ARAN AIr S� RECIST 'REI '®NAL PROFESS 'ER j ENGIN N0.50 „ Or 4° ��..E l TRACT 6 ,� � ' Y3,_ SIMPSON SUBDIVISION CERTIFICATE OF !NVEERING ACCURACOf- PLAT BK. NO. 4, PG. 8 CERTIFICATE OF FINAL APPROVAL 0' UIIUIY, WALL & FENCE lO ;9. o d ,dF Ju.UV -50.00' ---50.00'- AWNTENANCE ESMT. (j , .a �3 - 50.00'- Ad 96� a�S ,5�d �\a ,a - 50.0 3 - 50.00'- -- - -120.57' I m v aQ -ofi7 39.89 I� 1 BLOCK 2 { j 2 M 3 4 6 / A 5 7 8 �; 9 0 h 0 o vi 7 0 o o i� o o fn 20Bldg. Line /z/ add / O_ 2 2 A6� 2 96� �cP OA -I- 4~ b 02' 50.00' 50.00' 50.00' 50.00' ' -� °030 in 50.00' 50.00' 50.00 10 E 50.00' 3.62' �'t TAYLOR PARK LOOPe.3 0 N 10' Esmt. ,p < ? a S2p° CN S8803'19"E 488.51' '` `�S y j(� 10' Esmt �O• .?�\\ao 110.64, d y. E > 2.41' 32.00" 32.00' 937.00' 37.00' 32.00' 37.00' 02 A 37.00' 32.00' 37.00' 37.00' 32.00' 96'24'05• _ '9A- � ,o - - -- --- ._ 2.00' 22.00 N .L. oo. Ao° o• '0U `9A - _ 3' may' ' 186'22'25 13q'S5'004 �� $�� �b"/r7 `b.`q 2/ sA$ '° 600 -o `7B, 12 l / °23 25 7� -1 �� t o 0 0 0 0 29 13500'' w 190 106.55' so-0s�a o 0 0 a o 0 o a 000 ^� 'rU5uoi S 1ll005'1Lf o°Oo 7 1 2 3 4 5 6 7 8 9^ 10^ 11 '�� �I3�� 13 N OCK > 2 3 14 m 9da� I ( 106.55' °' 47.22` =' 32.00' 32.00' 37.00' - - - - O 37.00' 32.00' 37.00' 37.00' 32.00' 0 9A O 9a� n ''. .oA$ w 30' ACCFSS MM ESMi 9 37.00' 37.00' 32.00' 2.00' "-' 47.00' 00 1-7 o I o �. 9 14x 15 16 17 18 19 20 21 C°- 106.55' OCK 9�� C� a 22 23 24 25 26 7 a' 0 0 0 0 0 28 '� m �I o g g o o a o� 15 0 0 900 106.29' d _ nui 0 0 0 m o N ''a asy11 a I ole, W n uj 47 IIo w tas03' �G �l�Cs CS 106.55' I o v _ ti 2 z ►1 o ����� �6c� 2�1 bd' 15' e. �a�° 2IfJ dcP 2�z bcPZ d�21 L� o°Z/ 222 23 JS�I E" cn 5 + 1 gao4 106.23' s° P` ?. - e a ad a6 2 u , r Nr7 !y. ^a 2r° 22.02' :2.00' 32.00' 37.00' 37,00' 32.00' - a as ab as -o� ¢� I n j 37.00' 37.00' 32,00' 37.00' 37.60' 32.00' 3 .00' 22.00' S`D. o I 16 smt. 2 N z O 46 TAYLOR PARK DRIVE ID' Esmt. w 9° 106.55' N I'n N N6803'19'W 553.07' _ 9�0^ 106.17' 9000• 4 o q6cis E2 19 18 I W 14 o N88'03 19 W w 0 17 6 Kt.00' N88 03 19' WLo 106.17' au 13 ^ a� 9 I d. � 15 � ^ CDE46'56'41"W 458.07' 106.55' o-cb, z o� o `a 9 � t7 16 �r Ln LC35.36' R2%0x0' / `J !t2 3 N88703' 19" W `o CDN43'03'1 "w�t o 106.55' I� z N88'03'19'W n N I I LC3 '136' SIN pi 10 �M 45.00' N38'03'1 9" W To 45.00' E1/2 OF LOT 13 I (� ASBURY ACRES PLAT BK. NO. 2, PG. 18 �1 CENTERLINE CURVE DATA LENGTH DELTA CURVE TANGENT RADIUS 20.86' 23'54'04" 10.58' 0 00' r C2 - _74.61' 90'00'00" 47.50' _.. 47.50'---' -i 2JU �' OCOG ZL-Z- CERTIFICATE OF SURVEYING ACCURACY 1, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REFRESENTS A BOUNDARY SURVEY MADE OP VERIFIED BY ME, ALL MONUMENTS REO)IRE:D ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISIOti ROLES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTDN PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS WE, THE UNDE1-1:6vED, OWNERS OF THE REAL ESTATE, SHOWN AND DESCRIBED HEREIN, DC HEREBI CERTIFY THAT WE HAVE LAID OFF, PLAFTFD, AND SUBDIVIDED, AND DO IIERLBY i-A.Y OFF, PLAT, AND SUBDIVIDE SAID REAL ESTATE. IN ACCORDANCE WITH THIS PLAT. DATE OF EXECUTION TAYLOR PARK, LC by GRAHAM SMITH 13007 STACY LANE LITTLE/ ROCK, AR 72211 D.R. PAGE INSTRUMENT NO. ?-00s7o1 8901 ,7- _ a© THIS DOCUMENT, NUMBER -d 0u4: 0(v& 7-ZZ',FILED FOR RECORD 20 IN PLAT BOOK - PAGE T i TAYLOR PARK SUBDIVISION- PHA;E i PART OF TRACTS 6, 7 AND 8 01 SIMPSON SUBDIVISION, PULASKI COUJTY, ARKANSAS AND PART OF LOTS 12 AND 13 F ASBURY ACRES, AN ADDITION TO 1.iE CITY OF LITTLE ROCK, ARKANSAS MORE P IRTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST RNER OF SAID TRACT 8, SIMPSON SGBDIVISION; GENERAL NOTES: THENCE S01'52'20"W ALONG TH EAST LINE OF SAID TRACT 8, 15.00 FT.; THENCE 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS N88'00'2(:"W, 282.47 FT.; THEN SOUTHWESTERLY ALONG THE ARC C A 25.00 FT. RADIUS CURVE TO THE LEFT, A HORD BEARING AND DISTANCE OF Sec "54'23"W, 2. ALL EASEMENTS SHOWN = _ _ = ARE TO BE USED FOR SIDEWALKS, 35.41 FT.; THENCE S01'49'07"W, !274.01 FT.; THENCE S87'50'07"E, 6 5.65 FT. DRAINAGE AND UTILITIES. TO A POINT ON THE EAST LINE F SAID TRACT 6, SIMPSON SUBDIVISI)N; THENCE S02'01'51"W ALONG SAID EAST NE, 193.75 FT.; THENCE $01'56'41"V; 3. ALL LOTS HAVE AT LEAST A 1D EASEMENT ACROSS THE FRONT, CONTINUING ALONG SAID EAST L IE, 245.12 FT.; THENCE N88'03'1TVI, 106.55 FT.; ADJACENT TO STREET RIGHT-OF-WAY. j THENCE S01'56'41"W, 34.09 FT.; THENCE N88'03'19"W, 45.00 FT.; THENCE 4. LOTS WITH ROUNDED CORNERS ARE NOi'56'41"E, 23.57 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. MEASURED TO A POINT OF INTERSECTION RADIUS CURVE TO THE LEFT, A HORD BEARING AND DISTANCE OF MS03'19"W, OF LOT LINES AND NOT POINTS ON A 35.36 FT.; THENCE N890319"W, 458.07 FT.; THENCE SOUTHWESTERLY ALONG THE CURVE. ARC OF A 25.00 FT. RADIUS CU VE TO THE LEFT, A CHORD BEARING AND DISTANCE 5. DISTANCES SHOWN ALONG CURVES ARE OF 546'56'41"W, 35.36 FT.; THE CE S01'56'41"W, 23.57 FT.; THENCI CHORD DISTANCES. N88'03'19"W, 45.00 FT.; THENCEIN01'56'41'E, 39.58 FT.; THENCE N38'03'lTW, 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 106.17 THENCE '32 �� 99.36 FT.; THENCE $88'10'52 E 106.29 FT.; 06 FT.; T E CE NOt'S2 THENCE N01'49'07"E, 159.26 FF' THENCE NO -749'52"E, 95.46 FT.; 'HENCE 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR NOt'49'07"E, 356.23 FT.; THENC NORTHWESTERLY ALONG THE ARC Ji A 25.00 FT. FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASK.I COUNTY, ARKANSAS RADIUS CURVE TO THE LEFT, A 'HORD BEARING -AND DISTANCE OF 124'44'287W, 22.36 FT.; THENCE N01'49'OTE, 19.9 FT. TO POINT ON TH NO?TH LINE a ) ' SAID LOT 1 ASBURX IACRES; T ENCE4i, $Cp4' NOFTIi E, f7I ti ' n{ ;. T® TOE NWTHWEST'£ORNtR OF'SAID iRACf'8, OIJ'SIJi��/ISIW:'fNCI" �'sl��Iii05'��� VVty<. bl�ttd l -'wvk rl S8754'35"E ALONG THE NORTH IINE OF SAID TRACT 8, 164.95 FT. TO THE POINT OF BEGINNING, CONTAINING 7.79 5 ACRES MORE OR LESS. PLAT OF LOTS 1-179 LOTS 46-47, LOTS 1-281 B RJt K TAYLOR PARK „ Z6oS0`T t� 2' BLOCK 3 l ,� � ' Y3,_ CERTIFICATE OF !NVEERING ACCURACOf- y+ CERTIFICATE OF FINAL APPROVAL I, TIMOTHY': E. DATE RS, i REBY CERTIFY ; dy 1 , ;ot: ,� IDIJRSU T' T TH L1 1 ROCK Si EIDPA t THAT THIS PLAT C:)RRECTLY REPRESENTS A RULES AND REGULATIONS, AND ALL OF THE PLAN MADE BY SAE, AND THAT THE CONDITIONS OF APPROVAL HAVING BEEN ENGINEERING RERUIREMENTS OF THE LITTLE COMPLETED, THIS DOCUMENT IS HEREBY ROCK SUBDIVISION RULES AND REGULATIONS ACCEPTED. THIS CERTIFICATE IS HEREBY HAVE BEEN COM'! IED WITH. EXECUTED UNDER THE AUTHORITY OF SAID 904 / � RULES AND REGULATIONS. L DATE OF EXECU'`.ON TIMOTHY E. DATER$ REGISTERED PROFESSIONAL DATE OF EXECUTION LITTLE ROCK PLANNING ENGINEER NO. 5033, ARKANSAS COMMISSION ,r 9 I CERTIFICATE OF RECORDING ''"\ THIS DOCUMENT, NUMBER -d 0u4: 0(v& 7-ZZ',FILED FOR RECORD 20 IN PLAT BOOK - PAGE T i TAYLOR PARK SUBDIVISION- PHA;E i PART OF TRACTS 6, 7 AND 8 01 SIMPSON SUBDIVISION, PULASKI COUJTY, ARKANSAS AND PART OF LOTS 12 AND 13 F ASBURY ACRES, AN ADDITION TO 1.iE CITY OF LITTLE ROCK, ARKANSAS MORE P IRTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST RNER OF SAID TRACT 8, SIMPSON SGBDIVISION; GENERAL NOTES: THENCE S01'52'20"W ALONG TH EAST LINE OF SAID TRACT 8, 15.00 FT.; THENCE 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS N88'00'2(:"W, 282.47 FT.; THEN SOUTHWESTERLY ALONG THE ARC C A 25.00 FT. RADIUS CURVE TO THE LEFT, A HORD BEARING AND DISTANCE OF Sec "54'23"W, 2. ALL EASEMENTS SHOWN = _ _ = ARE TO BE USED FOR SIDEWALKS, 35.41 FT.; THENCE S01'49'07"W, !274.01 FT.; THENCE S87'50'07"E, 6 5.65 FT. DRAINAGE AND UTILITIES. TO A POINT ON THE EAST LINE F SAID TRACT 6, SIMPSON SUBDIVISI)N; THENCE S02'01'51"W ALONG SAID EAST NE, 193.75 FT.; THENCE $01'56'41"V; 3. ALL LOTS HAVE AT LEAST A 1D EASEMENT ACROSS THE FRONT, CONTINUING ALONG SAID EAST L IE, 245.12 FT.; THENCE N88'03'1TVI, 106.55 FT.; ADJACENT TO STREET RIGHT-OF-WAY. j THENCE S01'56'41"W, 34.09 FT.; THENCE N88'03'19"W, 45.00 FT.; THENCE 4. LOTS WITH ROUNDED CORNERS ARE NOi'56'41"E, 23.57 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. MEASURED TO A POINT OF INTERSECTION RADIUS CURVE TO THE LEFT, A HORD BEARING AND DISTANCE OF MS03'19"W, OF LOT LINES AND NOT POINTS ON A 35.36 FT.; THENCE N890319"W, 458.07 FT.; THENCE SOUTHWESTERLY ALONG THE CURVE. ARC OF A 25.00 FT. RADIUS CU VE TO THE LEFT, A CHORD BEARING AND DISTANCE 5. DISTANCES SHOWN ALONG CURVES ARE OF 546'56'41"W, 35.36 FT.; THE CE S01'56'41"W, 23.57 FT.; THENCI CHORD DISTANCES. N88'03'19"W, 45.00 FT.; THENCEIN01'56'41'E, 39.58 FT.; THENCE N38'03'lTW, 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 106.17 THENCE '32 �� 99.36 FT.; THENCE $88'10'52 E 106.29 FT.; 06 FT.; T E CE NOt'S2 THENCE N01'49'07"E, 159.26 FF' THENCE NO -749'52"E, 95.46 FT.; 'HENCE 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR NOt'49'07"E, 356.23 FT.; THENC NORTHWESTERLY ALONG THE ARC Ji A 25.00 FT. FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASK.I COUNTY, ARKANSAS RADIUS CURVE TO THE LEFT, A 'HORD BEARING -AND DISTANCE OF 124'44'287W, 22.36 FT.; THENCE N01'49'OTE, 19.9 FT. TO POINT ON TH NO?TH LINE a ) ' SAID LOT 1 ASBURX IACRES; T ENCE4i, $Cp4' NOFTIi E, f7I ti ' n{ ;. T® TOE NWTHWEST'£ORNtR OF'SAID iRACf'8, OIJ'SIJi��/ISIW:'fNCI" �'sl��Iii05'��� VVty<. bl�ttd l -'wvk rl S8754'35"E ALONG THE NORTH IINE OF SAID TRACT 8, 164.95 FT. TO THE POINT OF BEGINNING, CONTAINING 7.79 5 ACRES MORE OR LESS. PLAT OF LOTS 1-179 LOTS 46-47, LOTS 1-281 B RJt K TAYLOR PARK 2 _3LOCK 2' BLOCK 3 SIT AN ADDITION TO THE CITY OF' LITTLE ROCK, ARKANSAS I Q?J-(6c� rb C'1 Y�0� Ion -�Fj r)Q) j n 2'7 /WILY, 2006 Z-787 By C1 �r `.1 Q1+►�.'� l� - �^� f I:I DA(E:iCf`i ©WflZlllJlllPDATF" & AWGCM�1=fll Vlt•C. L -Lu Q CML ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING- © 24 RAHUNG CIRCLE LITRE ROCK, ARKANSAS 72223 1.b Na G O