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HomeMy WebLinkAboutS-1313-X Map 2A43Z3E S/J3j'1 " N� ag 52 898 ,9 E b tiA 1oF yoS%3 , 5622�• A�04 4, 23 , 55 �-' BLOCK 14 3 76, 89 �F 30 `S ( �7 '24.3o,r4 73.88 Y; C{Q 3 ,of0,9, „ .41 175'14'15" ^'9 `7 CIV/ 10' Esrt�1.. �1 31 a, 1n4s.`fB• F 2 0 5 7ln TI IA6a7ssos" 6�4g 133.88' b N8°24.47"µ. 262� rn 32 od / O 24.71• hyC7 s,• 23.60' 75.16' 28 C6 'y 33 3 \�� �ai9..cp7`'°'S , :_ t �•�s m �"6•h ti oh ` ,y5 8'$A Q'n,\ IQ,�j21\ ,0Z CO 01 / ti . 7''.l. `T_� u \ by •� 1 y ,��� s� gry b r+rr+ w 0� '` 'a9.. T31.20" y �• '�^ .n TRA 9A p ) C sae ��, FA. < j\m 2 6 08 °' 15. 9701'35 y`ti �ry �ryo \6]e `� I_t c3S Q�0015 ` .� d 19 0 ��� z�. 25 ' 9z� +j �^ / 98'47'25 C" o 177 o p655 � , 20 ,50 „�, ,^,• 1 M l4,.o4,� 09• ^ a J 3 5 5' Esmt 82 �j "yOff, N '� V Y i 75 Y ti v 18 12o-jo.°s S h 1� 20 to rN j 82' -, H� /gip 00 0 >T o 12,759.3(" O. 0) 15' B.L. J � o N9d00 t2D.00' �aol 2 .f 110'46'Od' 99'47'15' _-- _-_- ---- W -, 1652 / W O ry6ryo 39 4 ' J `q6 A'1' b 23 a,2 a? 6 t4519'15 61 O `9j ,10, 17 .f / a09'24'25 J lA �O 2\ \ oS '� •ij u> / % IN 61 6Al- 22 Zj, V•SS, Q• 'N . � 'o`? 2y '�� B �" moo✓ Ga 6 s 60 0 60 Scale 1' = 60 ft CERTIFICATE OF ENGINEERING ACCURACY I, TIMOTHY E. DATERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGU ATION HAVE BEEN COMPLIED WITH - � o DATE OF EXECUTION TIMOTHY E. DATER REGISTERED PROFE AL ENGINEER NO. 503 ARKANSAS 180 0, p T F `.•. A R ASS 4� a+ RE61STERED PROFESSIONAL 1 CERTIFICATE OF SURVEYING ACCURACY I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND R CATIONS HAVE BEEN COMPLIED WITH. � i` Q/8o DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR NO. 1281, ARKANSAS �GZSTER� CERTIFICATE OF FINAL APPROVAL PURSUANT TO " iE 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. 12t1bg _ DATE OF EXECUTION LITTL ROCK PLANNING COMMISSION INGINKER !+ !;e N0.5033 a1 O roll//� SGNA E Q�i�I�r �Js �q�� ,° sQ f°'SAL LA5:: �>> > �2• CERTIFICATE OF RECOMING s SE1/4 NE114 U s �S�F _ SECTION 7 / 8744'05 STV'1 4 N1V'1 /4 'I_ 1 _Ar R- 13-W SECTION 8 2008057737 Received: 8/21/;008 10:43:54 AM T-1 -N, R-13-TV Recorded: 08/21/2008 10:55A9 AM Filed & �D> I Recorded in Official Records of PAT O'BRIEN. 15' WATERLINE ES PULASKI PULASKI COUNTY CIRCUITiCOUNTY CLERK '10' © Sss33, INSTR. # 2003041815 I Fees $15.00 r'. 1 4- gp S S8T50'55"E I,,ls. i�(74v 34 S. ?S• 0 137.23' 3t S81 7 ' 2S �ti a52o,d 41.03' ,96.20' N� 88.91, 220 769"E Protected Greeat,sp¢ce � ads AAA- A11d08bS773lo �H�CIRCA//•, s'O 0°°o s'a 28.1T 32 S80'4 <.� N ^ e6 �} 103.6T 5'10"E n \ n 35 ) I I ^ F`ra. dti8 '°a 90. 185.0$' LLIn r �' •' "7'� '�•4 Esmt-_ I I 1.4 00. 74 33 Fr{ ti' LO o i9a 4, 4' O S83'48'41'E c_ v ?32.°°�d N 36 N 37 Io d°° 90.03' 224.88' 27 N U p 7.5• Esmt. 4 05• 5a 50.30' s ® S�jO F1Y:' tisa 2\/1 ��s Q I I I v 3G o �o y a 84.54' Ot/NTY,P z Rao o m� o g1 �y 's y8 .,....., 39 o BLOCK 14 ,� s� 6,� g a N o 0 3'20" �f 7°, 3 ,'O o "� ho o _.,. 5' Esmt. '3 p ) vj R322.50' f,_ 0 _vi °j o �+ 0 5' No Aco ' N CDS7S51'52"E 0 64.,,3' 0,, �' Easement �-- J < ` 6.64'22.63' I 9 <� 7.5' Esmt ' 40 N 41 M o 3 LC7.06' / C4 q 34 25 28.22' od - -� v C� " 42 0� = S73' 14' 15" E 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 HEREBY LAY OFF, PLAT, AND SUBDIVIDE ID REAL ESTATE IN ACCORDANCE WITH S PLAT. 4l44.&�&,tC, el. DATE OF EXECUTION Rocket Pr pe ies, LLC by Ron Ty member 2024 Arkansas Valley Dr. Little Rock, AR 72212 D.R. PAGE - 2001056467 & 2003033275 INSTRUMENT NO. GENERAL NOTES: 1. 1/2" IRON PINS WERE SET AT ALL LOT CORNERS 2. ALL EASEMENTS SHOWN - - - ARE TO BE USED FOR DRAINAGE AND/OR UTILITIES. 3. LOTS WITH ROUNDED CORNERS ARE MEASURED TO A POINT OF INTERSECTION OF LOT LINES AND NOT POINTS ON A CURVE. 4. DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES. 5. ALL LOTS HAVE AT LEAST A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. EXCEPT LOTS 6, 7, 9, 14 AND 15 HAVE A 15' EASEMENT. 6. ALL LOTS HAVE 25 FT. FRONT BUILDING SET -BACK LINE (25' BL), PART LOTS 21 AND 27 HAVE 15 FT. FRONT BUILDING SET -BACK LINE. 7, ALL LOTS ADJACENT TO PROTECTED GREENSPACE SHALL HAVE 15 FT. REAR BUILDING SET -BACK LINE. 8. ERROR OF CLOSURE: EXCEEDS 1:20,000 9. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. 10. ALL TRACTS MAY BE USED AS EASEMENTS FOR DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS ON USE. 11. BENCHMARK- TOP OF SANITARY SEWER MANHOLE RIM AT FRONT CORNER OF LOTS 13 AND 14, BLOCK 14. ELEVATION 395.32 15' Es H N89'26'10"W 87.9` 9�r ! 25' Bldg 'N' N N A gs M. oo �$-,one o 16.83' 7--� 1t o as.sa C3 90, q (ed sa � T6J. � 15' Esmt. 7 � o - `� w � n "" a, R2500' ' V� N 57.45'Q - 27.11'--58.53' -0 36.79' t0' Esmt. 94.34' 0 N�� a =a� -gig tp COS 031'1SW / 35.84' -- - - - - - - - - 50.19� - - - 'o LC37 1 - -- BLOCK l 1 9a00, a ^y6 ��_��ti3.06' 3t.6s Nsa4slow� �O - - 41.11' 42.50' 7.22' r N T9 2' �'FIL+'LD $2.$4' r 28 / 5' o �h-fit` .ram !n 1D LA ; 4 - w R25.00' / Esmt. a, ;� 25' B.L 0 .r a--� o ICI' 61, 2-19' MN 'Qi / SBS� CDN3°'15'12'W /. h 9 ro n ^i Ai, 0 10' Esmt. C2 N8T14'55W �i ® � /r 91.10'507 N '� I Od 91.12 1 SOY39'48"w , ( LC34.00' PLAT / 27 p O ry o a S•-� d ,0 49.72' N7 "CC 9+f. H rn ' iJ _� / 6 �I tj I �5' Esmt --� N 0 °d �9 n�' r C1 �o'1�w19. �2.59' j P0, g07 17SO�_ I I ,� 5 0° 27.6' 47.78' 13.20' 31.20' 5.32' 77. �2 7 O 'Br �, '� mp �S, Esmt .. '-I lao T Esmt 25•� > ,, ,c io `t R17:,.00' 3o..-T4 _- ?A. h r} ' , 6 1s.7s �l CDS33.32' 15" E 5' Esmt. Q ^ r V 4 q �- ° / 'th Nary '$ � w y. e. ^ 6 R. 33'00" 38.99' e^ _705_51'_ �0` ea 86.44= �0s 9p e�p 1 [�\,I I 5 0i r o ct "0 �" I "� "`r N,�ha�°� �• O ���'.F'T 84'35'id' $ 1 ,,d Esmt o 7 1 0 �) N8T58'37"W tD N88'45'23"W Q 11.o3I' a1'o BLOCK 3 2 0 O 5 Ees menu 1 3 675930 - 144.52' 87. ' % 4 r ;3 � 'Js. * s o / 86.44' 16' hry N Eti N C S Q 6 0 0. �� 0 q .. h rn •S 'S. L' 64.38' n�ti C�4i� `. �° a^ 8 � �... �,6 ,�g V 1 ici <v q ?a�� 9 ��,1,. as � syc otia p. �� o`L, E 15' WATERLINE ESMT. � 91.12' ^r a h p v / a W INSTR. N80'09'40" 96� � .yd '-� o of e I e b �� J s. 'N� ", o o 2003041814 y W 90 '. ev. b to co OAP �3.. 0�1��.� ° 15 °� 9-1,59of P sr3o'os ARKANSAS STATE PLANE COORDINATES NORTH ZONE - N 147134.68 E 1183793.13 N 147086.13 E 1183790.02 N 147059.59 E 1183807 61 N 146990.50 E 1183800.34 N 146976.06 E 1183798.37 N 146988.54 E 1183674.52 N 146989 17 E 1183640 44 N 146999 03 _ E 1183543 79 `--_ _ N _ E_1183164.19 - -E -- - _ N _147064.86 147066.74 1183077.76 N 147071,84 E _1182933.34 N 146999.99 E 1182872.44 N 146866 71 E 1182736 08 N 146821.05 t 1182648.08 N 146873.64 _ E 1182523.03 N 146933 14 E 1182496 90 - N 147139 10 E 1182313 49 __-- N 147205.96 E 1182305.28 N 147275.96 E 1182323.22 N 147336.66 E 1182404.69 N 147487.38 E 1182317.91 N 147553.83 E 1182343.11 N 147621.19 E 1182375 28 N 147654.06 E 1182419.63 N 147677.65 E 1182505 98 N 147649.32 E 1182591.25_ N 147574.47 E 1182734.80 N 147514.69 E 1182820.64 N 147388.67 E 1182956.77 N 147355.47 E 1183029.82 N 147350.32 E 1183166.96 N_ 147319.63 E 1183385.43 N 147288.89 E 1183568.10 I N 147264.64 E 1183791.67 I N 147141 50 E 1183770,24 I N 147139.54 E 1183777.01 • N ry 16 1OT43'10' 14 fsmt 1e� eye 1 110 meet t•A MINIMUM FLOOR ELEV. 392.0 g �? 15 's, fs 9aco o H \% 6 5 .65, IT7126„ oQ � T'2o o 000y� 4, �'o+N NooFo 00 PG C9 1k' Bs y d x e �w I 8 38 �i �s, 65 h sa o s.27' s °1-4 LK tiA�g a 7°jAs. 1 1 �aee� °e 59'S5" m �a o 4' -- -- - z O _ 97�15' so a� �1.02' °0 ® 0 s s e, ss 12 Kee I `� N84'10536 W 7 3a.os 0 yY 42 a3.as O �s y -- - - _ m N84' 14' W hi 0 7 1"s� �rn ,ea o " d G - 97t N88'56'20"W 124.48' �� G� }� ,T''b° ��ye°fie NE1/4 SE1/4 1 �R� ?o r �w Protected Greeatsp¢ce 34.08' goy 4a° SECTION 7 I I u lY z �/ CDSOT, 8.05 54 4ry 1 2 T-1-N, R-13-W NW 1 /4 5 W 1 /4 m ,s°o txh ��. r SECTION 8 5 f �� �� T-1-N, R-12-W , MINIMUM FLOOR ELEV. 392.0 d7 f ij Itd�'P' 1 13 14 BENCHMARK- top of sanitary sewer manhole rim front of L6ts 13 and 14. Elev. 395.32 CENTERLINE CURVE DATA CURVE LENGTH DELTA TANGENT RADIUS C1 83.83' 16'00'40" 42 19' _ 300.00' C2 --- 44.49' -_ 08'29'46" 22,28' 300.00' -_-C3 76.07' O8'43'Od 38.11, 50000' C4 165.81' 31'40'03" 85.08, 300.00' C5 131.87' t506'40' 66.32' 500.00' C6 146.54' 2559'19" 74.36' - 350.00' C7 71.91' 1S44'01" 36.13' 300.00' j C8 110.56' 21'06'55" 55.91' 300.00' C9 101.42' 80009 10, 61.00' 72 50' C10 5917' 155705 29,80' 200.00' 200g027'34 :8 LOrh 13 49 RIPTION PART OF THE E1/2 OF SECTION 7 AND W1/2 OF SECTION 8, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 28, BLOCK 11, WOODLANDS EDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE WESTERLY ALONG THE NORTHERLY RIGHT-OF-WAY LINES OF FOXFIELD LANE AND WOODLANDS TRAIL THE FOLLOWING: (1) N73'04'14"W, 30.37 FT.; (2) NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N30'15'127W, 34.00 FT.; (3) N68'29'00"W, 45.55 Fr. AND (4) SOUTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S60'31'137W, 37.12 FT, TO A POINT ON THE WEST RIGHT -OF -'WAY LINE OF WOODLANDS TRAIL; THENCE S03'39'48"W ALONG SAID WEST RIGHT-OF-WAY LINE, 2.59 FT. TO THE POINT OF BEGINNING; THENCE SOUTHERLY ALONG SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING: (1) S03'39'48"W, 48.65 FT.; (2) SOUTHEASTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S33'32'15"E, 31.83 FT.; (3) SO6'00'27"W, 69.48 FT. AND (4) SOUTHERLY ALONG THE ARC OF A 252.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF SOT44'31"W, 14.57 FT.; THENCE N8414'42"W, 124.48 FT.; THENCE N8B'56'20"W, 34.08 FT.; THENCE N84'10'36"W, 97.15 FT.; THENCE N80'09'40"W, 385.27 FT.; THENCE N88'45'23'W, 86.44 FT.; THENCE N87'58'37'W, 144.52 FT.; THENCE S40'17'02"W, 94.19 FT.; THENCE S45'39'18"W, 190.68 FT.; THENCE S62'34'34"W, 99.14 FT.; THENCE N6711'26"W, 135.65 FT.; THENCE N23.42'39"W, 64.99 FT.; THENCE N41'41'03"W, 275.78 FT.; THENCE NOT00'13"W, 67.36 FT.; THENCE N14'22'34'E, 72.26 FT.; THENCE N53'18'35"E, 101.60 FT.; THENCE N29'55'547W, 173.91 FT.; THENCE N20'45'52"E, 71.01 FT.; THENCE N25'31'35"E, 74.65 FT.; THENCE N53'27'17"E, 55.20 FT.; THENCE N74'43'23"E, 89.52 FT.; THENCE S71'37'19"E, 89.85 FT.; THENCE S52'27'37"E, 161.89 FT.; THENCE S55'08'04"E, 104.`t8 FT.; THENCE S4T12'54"E, 185.53 FT.; THENCE S6533'45"E, 80.25 FT.; THENCE S87'50'55"E, 13T21 FT.; THENCE S81'44'49"E, 220.76 FT.; THENCE S8945'10"E, 185.08 FT.; THENCE S83'48'41"E, 224.88 FT.; THENCE S09'52'29"W, 125.00 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 322.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF S7S51'52"E, 7.06 FT.; THENCE S73'14'15'E, 16.83 FT. TO THE POINT OF BEGINNING, CONTAINING 14.6747 ACRES MORE OR LESS. 1 A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS DETERMINED BY FTN STUDY, CASE # 5895-081. PLAT OF LOTS 1 THROUGH 42 CTS A-14, B-14, C-14, D-141 E-14, F-14, G-141 H-14 & 1-14 BLOCK 14 I q�ig� , i `i� 11 111 ` ;� � � NNOE AM T�v DIIRI (DIq� arT(D r T°0f�� �(CIl'�Il'q (IDIF LLell11 ll1 19It�&CIE9 A,iti`J�1tiliVn�dyZ PART OF THE E1/2 OF SECTION 7 AND W1/2 OF SECTION 8, T-1 -N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS FINAL LT JULY, 2008 Signed . �� ��__ BY: 1�.� ,�i,(��,/v1��',+.� ,/�'�•o DATE: 5 A I[ /C DA u 11Yln1AY & t1LYSGI(CffAl 111C 9 !!1 V Vie M CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 024 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72' t3 Job # 08-364P