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HomeMy WebLinkAboutZ-7875 Map 1ARKANSAS STATE PLANE COORDINATES NORTH ZONE N 149735.32 E 1184844.37 x"94 149720.32 o 1184843 87 N 149730.15 m � W 2 Y KA IS ROAD z < o m COOPER ORBIT RD. . N149432.09 E 1184527.02 N 149408.08 E 1185162.22 3 � E VICINITY MAP 148969.47 E (NTS) N 148973.09 E ARKANSAS STATE PLANE COORDINATES NORTH ZONE N 149735.32 E 1184844.37 N 149720.32 E 1184843 87 N 149730.15 E 1184561.58 N 149705.96 E 1184535.72 . N149432.09 E 1184527.02 N 149408.08 E 1185162.22 N 149214.45 E 1185155.35 N 148969.47 E 1185147 03 N 148973.09 E 1185040.55 N 148939.02 E 1185039.39 N 148940.55 E 1184994 42 N 148964.11 E 1184995 22 N148989.94 � E 1184971.08 N 149005.49 E 1184513.27 - N148981.35 M E 1184487.44 N148957.79 E 1184486 64 - N 148959.32 E_1184441 67 -. N 148998.88 E 1184443.01_ _ -_ N 149002.48 E 1184336.90 N 149101.78 E 1184340 15 N 149098.41 E1184446.39 - - N 149257.58 E_1184451 45- _ _ N 149352.16 E 1184464 45- N 149708.20 E 1184475 76 - _ N 149728.51 E 118446640 N 149748.46 E 1184467.04 N 149741.33 E 1184679.53 w o� 2s rn rn 'o oC7; f Z 2 i / 24 R25.00' CDN24'44'28'W LC22.36' 30.00• Lv 50 KANIS ROAD 0 50 Scale 1" = 50 ft 150 S88.04'48'E 212.62' S87'54'35"E 164.95' 15' RIGHT-OF-WAY DEDICATION , -__-_- THIS PUT (5,715 S0. FT.) - - -- - - -- 6 r------ SHIM SON UBD TRACT N88'00 ,1-7 O , 4 \ R25.00' 282.47' CDS46'54'23"W LC35.41 ' I o I i j I I I I I I i 00 CV E2;'3 OF LOT 12 I BRACT 8 TRACT 7 ASBUF2'f ACRES SIMPSON SUBDIVISION I TRACT 6 PLAT BK- NO. 2, PG. 18 PLAT 9K. NO. 4, PC, 8 SIS,,�l SUBO�ISIOtd PLAT BK. 'd0. 4, PG. 8 S![v1P$p SUBD i SiQid 1 PLAT, BK. NO. ^, 8 I i i I i i i �$ 5' UTILITY, WALL & FENCE MAINTENANCE ESMT. s 75.19'- 50.00'- - 50 0 I 587'50'07' E 635.65' I I Q DELTA TANGENT RADIUS s0.00 -- .00' - - so.00 so. 90'00'00" 47.50' 47.50' I d ,�,a a ,,,a 4a qa` I � BLOCK 2 I 1 Z M 3 5 ii�, O 6 z O m Cn � 1•ze Ln a M Q CD Z pr 9 O I a I E Lv 50 KANIS ROAD 0 50 Scale 1" = 50 ft 150 S88.04'48'E 212.62' S87'54'35"E 164.95' 15' RIGHT-OF-WAY DEDICATION , -__-_- THIS PUT (5,715 S0. FT.) - - -- - - -- 6 r------ SHIM SON UBD TRACT N88'00 ,1-7 O , 4 \ R25.00' 282.47' CDS46'54'23"W LC35.41 ' I o I i j I I I I I I i 00 CV E2;'3 OF LOT 12 I BRACT 8 TRACT 7 ASBUF2'f ACRES SIMPSON SUBDIVISION I TRACT 6 PLAT BK- NO. 2, PG. 18 PLAT 9K. NO. 4, PC, 8 SIS,,�l SUBO�ISIOtd PLAT BK. 'd0. 4, PG. 8 S![v1P$p SUBD i SiQid 1 PLAT, BK. NO. ^, 8 I i i I i i i �$ 5' UTILITY, WALL & FENCE MAINTENANCE ESMT. s 75.19'- 50.00'- - 50 0 I 587'50'07' E 635.65' 20Bldg. Lim - 50.02' 50.00' 50.00 -- -50.60-7- - - - 50.00' 50.00' 1' 0 Esmt TAYLOR PARK LOOP y 588'03.19 E 488.51, 10' Esmt. 22.41' 32.00' 32.00' 37.00' 37.00' 32.00' 37.00' 37.00' 32.00' 37.00' a y5y 9 9 - 5' UTILITY, WALL & FENCE MAINTENANCE ESMT. ,© -50.60,-, - 50.00' } b}`a - a - - -120.57 o� 39.89' 4 M8 9 g u o O o 10 00 ao b 50.00' 50.00' 3.62' 3�7 1 1 ' I `_n M 8 o 10' Esmt. �O• '?� \ 13456 � sc' \ 110.64' 4a- 9624'05'37.00' 32.00' 22 , 15 . 9a 0 _ 18622'25"9cb . 15' 8L 9 --I\, I 12 m O 22.50' 22.50• I I 13500'00'E I 90. Q� o o o o I w n qa 106.55' s?a �) o 0 0 o o O Q 00 ui '^ ui o N 00 18005'1(10000 7 w 11 2^ 3 4 5 6 7 8 9^ >0� 11 N I� �I 13 EN N rx w Ih�_ _- - OCK 12 13 14 a�'ui _ _ _ a4 4 106.66 " rn �' ao o - - - - _ _ GSr o9 4 47.22' L6 32.00' 32.00' 37.00' 37.00' 32.00' 37.00' 37.00' 32.00' 37.00' 37.00' 32.00' 32.00' "' 47.00' 9�, aO o gap° 2f M o °a 9 Z 4+�� - Q$ 0. 166 30' ACCESS UTILI7)' ESMT 90. 9 o f oI I o d 15 16 17 18 19 20 21 L4.01 - OCK I qac 106.55' � 22 23 24 25 26 27 a a� 0 S88' 10'52" E E � � � 0 28 � 106.29' 2t � � o o� o a �� CY o� 4 20 I m �; �, o o a CD g 0 p N 15 0 0 900 106.29' S I f a 3 n I IN uo %. agh'L1' E I I^ ^I I O 6.55 N 10' + m 47 to ti35C356 4.0' J I d' qO° w� p lL� 8 CSI' �15 P �s 4a _ 4a ls' B. qa°° gacP qaG¢ a°b I_a� °p ��ir 0 4apol (n 4a 106.23' 9o- °�s s?" 22.02' 32.00' 32.00' 37.00' q - t= °�' 4a 4a° is' B.��'_ 4aci' �' o J % • Q o f 1 6 0 m N 0 37.00' 32.00' 37.00' 37.00' 32.00' 37.00' 37.00' 32.00' 32.00' 22.00' yhQ6y. I I CD Orn 10' Esmt. Z o 0 46 m o w TAYLOR PARK DRIVE 106.55' I i 10' Esmt. w 0 � � ~ ry-� N I ;� N8603'19'W 553.07 app \d -4 gaoa 106.17' 9o-00 19 N88'03'19"W L, 16 R 14 N88.03'19"W 3 �� 17 00 bo \ R25A0' 13 p° m Z 106.17' �, t5 CDS45'56'41"W 458.07' O9 4a 106.55' 90,00, 9m U-) M17 t 6 LC35.36' zo 1� CD N88703'19"W n N 45.00' oN E1/2 OF Lor 13 ASBURY ACRES PLAT OK. NO. 2, PG. 18 CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS s0.00 -- .00' - - so.00 so. 90'00'00" 47.50' 47.50' ,�,a a,}` 4 ,,,a 4a qa` BLOCK 2 I 1 Z M 3 5 ii�, O 6 z O O o 135p3h? I 20Bldg. Lim - 50.02' 50.00' 50.00 -- -50.60-7- - - - 50.00' 50.00' 1' 0 Esmt TAYLOR PARK LOOP y 588'03.19 E 488.51, 10' Esmt. 22.41' 32.00' 32.00' 37.00' 37.00' 32.00' 37.00' 37.00' 32.00' 37.00' a y5y 9 9 - 5' UTILITY, WALL & FENCE MAINTENANCE ESMT. ,© -50.60,-, - 50.00' } b}`a - a - - -120.57 o� 39.89' 4 M8 9 g u o O o 10 00 ao b 50.00' 50.00' 3.62' 3�7 1 1 ' I `_n M 8 o 10' Esmt. �O• '?� \ 13456 � sc' \ 110.64' 4a- 9624'05'37.00' 32.00' 22 , 15 . 9a 0 _ 18622'25"9cb . 15' 8L 9 --I\, I 12 m O 22.50' 22.50• I I 13500'00'E I 90. Q� o o o o I w n qa 106.55' s?a �) o 0 0 o o O Q 00 ui '^ ui o N 00 18005'1(10000 7 w 11 2^ 3 4 5 6 7 8 9^ >0� 11 N I� �I 13 EN N rx w Ih�_ _- - OCK 12 13 14 a�'ui _ _ _ a4 4 106.66 " rn �' ao o - - - - _ _ GSr o9 4 47.22' L6 32.00' 32.00' 37.00' 37.00' 32.00' 37.00' 37.00' 32.00' 37.00' 37.00' 32.00' 32.00' "' 47.00' 9�, aO o gap° 2f M o °a 9 Z 4+�� - Q$ 0. 166 30' ACCESS UTILI7)' ESMT 90. 9 o f oI I o d 15 16 17 18 19 20 21 L4.01 - OCK I qac 106.55' � 22 23 24 25 26 27 a a� 0 S88' 10'52" E E � � � 0 28 � 106.29' 2t � � o o� o a �� CY o� 4 20 I m �; �, o o a CD g 0 p N 15 0 0 900 106.29' S I f a 3 n I IN uo %. agh'L1' E I I^ ^I I O 6.55 N 10' + m 47 to ti35C356 4.0' J I d' qO° w� p lL� 8 CSI' �15 P �s 4a _ 4a ls' B. qa°° gacP qaG¢ a°b I_a� °p ��ir 0 4apol (n 4a 106.23' 9o- °�s s?" 22.02' 32.00' 32.00' 37.00' q - t= °�' 4a 4a° is' B.��'_ 4aci' �' o J % • Q o f 1 6 0 m N 0 37.00' 32.00' 37.00' 37.00' 32.00' 37.00' 37.00' 32.00' 32.00' 22.00' yhQ6y. I I CD Orn 10' Esmt. Z o 0 46 m o w TAYLOR PARK DRIVE 106.55' I i 10' Esmt. w 0 � � ~ ry-� N I ;� N8603'19'W 553.07 app \d -4 gaoa 106.17' 9o-00 19 N88'03'19"W L, 16 R 14 N88.03'19"W 3 �� 17 00 bo \ R25A0' 13 p° m Z 106.17' �, t5 CDS45'56'41"W 458.07' O9 4a 106.55' 90,00, 9m U-) M17 t 6 LC35.36' zo 1� CD N88703'19"W n N 45.00' oN E1/2 OF Lor 13 ASBURY ACRES PLAT OK. NO. 2, PG. 18 ME R25.00' / If1: N88'03'1 9"W CDN43'03'19"Wim 6' LC35.36' 0 106.55' ;D N �� t o LO T z, N83'03'19"Wo 45.00' t" Z, o&& zz2� CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER ... 4 f;�GyISTER��y I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL S T4t PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO K NS@ SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, r: MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLEESTATE IN ACCORDANCE WITH THIS PLA . •`0N s' ROCK SUBDIVISION RULES AND REGULATIONS �y .o • ''•••.;,�1LLA�S•'''• HAVE BEEN COMPLIED WITH. � 8 i( lTkSU $ti< 211 Z 00 to DATE OF EXECUTION TAYLOR PARK, LC by GRAHAM SMITH DATE 0 EXECUTION PAUL M. WHITE 13007 STACY LANE REGISTERED LAND SURVEYOR LITTLE ROCK, AR 72211 NO. 1281, ARKANSAS D.R. 4 PAGE `T INSTRUMENT NO. 2ooS-()9901 '7 Zaosol90 IL( CERTIFICATE OF ENI:,INEERING ACCURACY „2ydaya.;•< CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY AR ANSAS THAT THIS PLAT CORRECTLY REPRESENTS A REGISWTEBE: PLAN MADE BY ME, AND THAT THE PROFESSIONAL i ENGINEERING REQUIREMENTS OF THE LITTLE ENGINEER ROCK SUBDIVISION RULES AND REGULATIONS A * * �� HAVE BEEN COMPLIED WITH. fo ,.,�fVy v3 ��� g 2i O y 503 a ���E��// DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS TAYLOR PARK SUBDIVISION- PHASE PART OF TRACTS 6, 7 AND 8 OF SIMPSON SUBDIVISION, PULASKI COUNT(, ARKANSAS AND PART OF LOTS 12 AND 13 OF ASBURY ACRES, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 8 SIMPSON SUBDIVISION; THENCE 501'52'20"W ALONG THE EAST LINE OF SAID TRACT 8, 15.00 FT.; THENCE N88'00'20"W, 282.47 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S46'54'23"W, 35.41 FT.; THENCE S01.49'07"W, 274.01 FT.; THENCE S87*50'07"E, 635.65 FT. TO A POINT ON THE EAST LINE OF SAID TRACT 6, SIMPSON SUBDIVISION; THENCE S02'01'51"W ALONG SAID EAST LINE, 193.75 FT.; THENCE S01'56'41"W CONTINUING ALONG SAID EAST LINE, 245.12 Fr.; THENCE N88'03'19"W, 106.55 FT.; THENCE S01'56'41"W, 34.09 FT.; THENCE N88'03'19"W, 45.00 FT.; THENCE N01'56'41"E, 23.57 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N4T03'19"W, 35.36 FT.; THENCE N8603'197W, 458.07 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING ARD DISTANCE OF S4656'41"W, 35.36 FT.; THENCE S01'56'41"W, 23.57 FT.; THENCE N88'03'19"W, 45.00 FT.; THENCE N01'56'41"E, 39.58 Fr.; THENCE N88.03'1TW, 106.17 FT.; THENCE NO1'52'32"E, 99.36 FT.; THENCE S88.10'52"E, 106.29 FT.; THENCE N01'49'07"E, 159.26 FT.; THENCE N0749'52"E, 95.46 FT.; THENCE N01.49'07"E, 356.23 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N24.44'28"W, 22.36 FT.; THENCE N01'49'07'E, 19.96 FT. TO A POINT ON THE NORTH LINE OF SAID LOT 12, ASBURY ACRES; THENCE S88'04'48"E ALONG SAID NORTH LINE, 212.62 Fr. TO THE NORTHWEST CORNER OF SAID TRACT 8, SIMPSON SUBDIVISION; THENCE S8T54'35"E ALONG THE NORTH LINE OF SAID TRACT 8, 164.95 FT. TO THE POINT OF BEGINNING, CONTAINING 7.7935 ACRES MORE OR LESS. PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. u 12 2.(� t DATE OF EXECUTION LITTL ROCK PLANNING COMMISSION Fes. A--. • _ CERTIFICATE OF RECORDING :'!4 ° \ THIS DOCUMENT, NUMBER Z00C 066 ZZL,FILED FOR OOKPARECORD 20 IN PLAT BOOK- PAGE GE GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN ==== ARE TO BE USED FOR SIDEWALKS, DRAINAGE AND UTILITIES. 3. ALL LOTS HAVE AT LEAST A 10' EASEMENT ACROSS THE FRONT, ADJACENT TO STREET RIGHT-OF-WAY. 4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOTS 1-179 LOTS 46-479 LOTS 1-289 BLOCK CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS Ci 20.86' 23'54'04" 10.58' 5000' C2 74.61' 90'00'00" 47.50' 47.50' ME R25.00' / If1: N88'03'1 9"W CDN43'03'19"Wim 6' LC35.36' 0 106.55' ;D N �� t o LO T z, N83'03'19"Wo 45.00' t" Z, o&& zz2� CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER ... 4 f;�GyISTER��y I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL S T4t PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO K NS@ SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF, r: MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND DO HEREBY ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL SURVEYING REQUIREMENTS OF THE LITTLEESTATE IN ACCORDANCE WITH THIS PLA . •`0N s' ROCK SUBDIVISION RULES AND REGULATIONS �y .o • ''•••.;,�1LLA�S•'''• HAVE BEEN COMPLIED WITH. � 8 i( lTkSU $ti< 211 Z 00 to DATE OF EXECUTION TAYLOR PARK, LC by GRAHAM SMITH DATE 0 EXECUTION PAUL M. WHITE 13007 STACY LANE REGISTERED LAND SURVEYOR LITTLE ROCK, AR 72211 NO. 1281, ARKANSAS D.R. 4 PAGE `T INSTRUMENT NO. 2ooS-()9901 '7 Zaosol90 IL( CERTIFICATE OF ENI:,INEERING ACCURACY „2ydaya.;•< CERTIFICATE OF FINAL APPROVAL I, TIMOTHY E. DATERS, HEREBY CERTIFY AR ANSAS THAT THIS PLAT CORRECTLY REPRESENTS A REGISWTEBE: PLAN MADE BY ME, AND THAT THE PROFESSIONAL i ENGINEERING REQUIREMENTS OF THE LITTLE ENGINEER ROCK SUBDIVISION RULES AND REGULATIONS A * * �� HAVE BEEN COMPLIED WITH. fo ,.,�fVy v3 ��� g 2i O y 503 a ���E��// DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS TAYLOR PARK SUBDIVISION- PHASE PART OF TRACTS 6, 7 AND 8 OF SIMPSON SUBDIVISION, PULASKI COUNT(, ARKANSAS AND PART OF LOTS 12 AND 13 OF ASBURY ACRES, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 8 SIMPSON SUBDIVISION; THENCE 501'52'20"W ALONG THE EAST LINE OF SAID TRACT 8, 15.00 FT.; THENCE N88'00'20"W, 282.47 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S46'54'23"W, 35.41 FT.; THENCE S01.49'07"W, 274.01 FT.; THENCE S87*50'07"E, 635.65 FT. TO A POINT ON THE EAST LINE OF SAID TRACT 6, SIMPSON SUBDIVISION; THENCE S02'01'51"W ALONG SAID EAST LINE, 193.75 FT.; THENCE S01'56'41"W CONTINUING ALONG SAID EAST LINE, 245.12 Fr.; THENCE N88'03'19"W, 106.55 FT.; THENCE S01'56'41"W, 34.09 FT.; THENCE N88'03'19"W, 45.00 FT.; THENCE N01'56'41"E, 23.57 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N4T03'19"W, 35.36 FT.; THENCE N8603'197W, 458.07 FT.; THENCE SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING ARD DISTANCE OF S4656'41"W, 35.36 FT.; THENCE S01'56'41"W, 23.57 FT.; THENCE N88'03'19"W, 45.00 FT.; THENCE N01'56'41"E, 39.58 Fr.; THENCE N88.03'1TW, 106.17 FT.; THENCE NO1'52'32"E, 99.36 FT.; THENCE S88.10'52"E, 106.29 FT.; THENCE N01'49'07"E, 159.26 FT.; THENCE N0749'52"E, 95.46 FT.; THENCE N01.49'07"E, 356.23 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N24.44'28"W, 22.36 FT.; THENCE N01'49'07'E, 19.96 FT. TO A POINT ON THE NORTH LINE OF SAID LOT 12, ASBURY ACRES; THENCE S88'04'48"E ALONG SAID NORTH LINE, 212.62 Fr. TO THE NORTHWEST CORNER OF SAID TRACT 8, SIMPSON SUBDIVISION; THENCE S8T54'35"E ALONG THE NORTH LINE OF SAID TRACT 8, 164.95 FT. TO THE POINT OF BEGINNING, CONTAINING 7.7935 ACRES MORE OR LESS. PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. u 12 2.(� t DATE OF EXECUTION LITTL ROCK PLANNING COMMISSION Fes. A--. • _ CERTIFICATE OF RECORDING :'!4 ° \ THIS DOCUMENT, NUMBER Z00C 066 ZZL,FILED FOR OOKPARECORD 20 IN PLAT BOOK- PAGE GE GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN ==== ARE TO BE USED FOR SIDEWALKS, DRAINAGE AND UTILITIES. 3. ALL LOTS HAVE AT LEAST A 10' EASEMENT ACROSS THE FRONT, ADJACENT TO STREET RIGHT-OF-WAY. 4. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 5. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 6. ERROR OF CLOSURE: EXCEEDS 1:50,000 7. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOTS 1-179 LOTS 46-479 LOTS 1-289 BLOCK 2 BLOCK 2 BLOCK 3 TAYLOR PARK SUBDIVISION AN ADDITION TO THE CITY OF LITTLE ROCK. ARKANSAS gumN Ln 1 JULY, 2006 S BY: igned .,i � 4- DAI L: , AlMOCIA'11 Z% H4C 2 vU (� U(c �> 7✓7 Zi CML ENGINEERING, LAND PUNNING & DEVELOPMENT, SURVEYING �f 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Job No . � 06-572P