Loading...
HomeMy WebLinkAboutS-1313-KK Map 2BENCHMARKS BM # 1- top of rim of son, sewer manhole between Lots 18 and 19, Elev. 530.32 BM # 2- top of rim of San. sewer manhole between Lots 22 and 23, Elev. 500.70 BM # 3- top of rim of son. sewer manhole between Lots 31 and 32, Elev. 492.68 BM # 4- top of rim of San. sewer manhole in front of Lot 25, Elev. 484.62 ARKANSAS STATE PLANE COOROWATES NORTH ZONE N 146354.71 E 1182277.36 N 145856 33 E 1181696 94 _ N 145873 94 - E _ 1181326 42 N 14599135 E 118130161 N 146036 38 E 1181241 42 N 146027.81 E 1181131 76 N 146,097.05 - _ E 1181118 95 N-146182.58 _ _ E 1181024 29 N 146260.10 E 1180953.51 N_146332.35 E 1180869.57 _- —_ N 146412.40 E 1 18 0823.33 N 146495 06 _ E 1180760 42 _ _ N 146580.23 E 1180700 93 _ N 146700.03 E 1180626 99 N 146950.60 _ 118063508 N 147069.77 _E 1180726-95____ N -__E 14714284 I la=7.62 N 147178.23 _E E 1180864.49 N 147252.84 - _ E -E 1181006.05 _ -N 147130.89 1181102.21 - - N 147097.06 E 1181072.52 N 147051.87 E 1181133 17 __ N 146949.41 - E 1181078 53 N_146858.69 E 1181249_08 _ N 146800.83 E 1181326 54 N 146738.06 E 1181402 09 N 146680.82 E 1181483 10 N 146634.62 E 1181556.56 N 14646&61 E 1181804 27 N 146445 07 E 118184655 N 146424 31 E 1181898 77 N 146399 98 E 1181967 16 _- N 146381.07 E 1182105 60 N 146367.35 E 1182203.44 15' SAN. SEWER ESMT. S88'20'47'E T} 335.76' I — 58829'44'E 99.34' N4653'36"E 203.08' fir- — N3717'4TE // N8506'31•E 77.48' 103.53' I I , II I N0621'41'W 244.87' I I N (, 4 � i- 1 SAN. SEWER ESUi' 7 II .y N2525' 12' W 95.22' / NN1NOR/4 5E�1%4� - \ -- — -- -- -- SECTION 7 \ 19 ---- - �5 F,\ OR427 5' 31 Nro �Do �� CDS38'I5'23"E \\5�o54 ?s 1��-b-c� LC155.31' m 43 , r�i I 17 1 ?se fr3o/ 19 ) q0/43 32 to R472.50; 16 •per 1p \ti' ti CDS53' 18'4T E 42 a� �'4r ` EsF 2\ a \ L\ LC C�75.63' ^Ks $ �n_2, _a `�' .,.66 _cV• G . � .,ci �8?a4•r i5 toctz. s1 to 41 'Qt m';a cy'Si•1.9 i `} '3\ k �� o p a0o. `i9•.� �`� ,: 14 '�Ol' , � .S?.'•tR TJ. � . 16 Ss 1 IJ 17 10r4,. a 19?12g 4 12 / 765t1 55 r 01 S 1 e? .00 TF.6CT D-17 (�f1`:b, tziC2 N 666 JCS 5 < t t n la 18 0 90 MN. FLOOR EMLENV.. SSO• 7j 4�tr' 98J6s 6 t i d> M/1 \ate�54►IN, Fo0R91'05'w Sga � C_��14,8. �4 99 1 9J2S� Op�°� \\ l bU46.4520 9r13'is ;'--� SE MIN. FLOOR Ole raj \� ^ ,% ELEV. 17.3 n SECTION / 13 .411 39 �\\ 9°a� �\� °,� ss. T-1--N, R-13-VV 91.Iy15 \ \Ic46.4T2f CO�ruy rrS °�� �. 5007 `f O h Ci '� `Sills �' °' \ O � \ ��•1°' �g e A 112 e•'49.4s� \♦♦\ •2'CAO6`•`W 22 Br06 �p�8 �4i' �. gt'1O'IS \ O ` EIEV. 4MIK � . ✓11 8&49.4s 37 91.Inls\ i JS\�;s �FLOOORR 9000 3 #216 99 �j 246FF,� 3 I J 9t1� y. \•1°,< C `^ •� `sire ,� \ •o1`SF, \ 5(zr o C I /% 8Y/TitY 36 9000' .♦O E $ to 9 ? �9 g155 f4��es 'O� • \s' � ' 8rl7'435N0�9,� s0' o. S,'' °?\. 1 � M A9 si, o A0, K >, !y ♦xW 34 g312.56 r? 8 7 11710'40' 3314r26' ca A vb 110.00' SOUW#ENw1 SE /COMM © S853205 W SECTIONI 7 110.00' O 4'E 00 R50.00' I CDN53.11'587W LC75.17' CENTERLINE CURVE DATA CURVE LENGTH -- DELTA TANGENT RADIUS C1 164.39' 2(755'53' 83 12 450-00, C2 45.71 1 P38'2S 22 93 225.00' C3 -- 71.27' 20'25 05 36 02 200.00 216.24' 70'47'511" 124 36 175,00 C5 406.88' 09'4V49r 20393' 2400.DO C6 138.79' 09'56'24' 69 57' 800.00, C7 116.29' -V18'57" 5984 200.00 C8 i 187.9T 8750'38' 114.70' 130.00' 6ji<o1� � e1 ►y'ld J 0 25, c4 31 MIN. FL( ELEV. 41 ►5 7Z44.15 100 0 100 Scale 1"= 100 ft LEGAL DESCRIPTION PART OF THE E1/2 OF SECTION 7, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT 1, BLOCK 17, WOODLANDS EDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS; THENCE S49'20'56"W ALONG THE NORTHWESTERLY LINE OF TRACT A-30, BLOCK 30, SAID WOODLANDS EDGE, 765.03 FT.; THENCE N87*16'40"W, 370.94 FT; THENCE N11'56'01'W, 120.00 FT.; THENCE NORTHWESTERLY ALONG THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N53'11'58"W, 75.17 FT.; THENCE S85'32'05"W. 110.00 FT.; THENCE N10'28'41"W, 70.41 FT.; THENCE N4754'07"W, 127.58 Fi ; THENCE N4223'41"W, 104.97 FT.; THENCE N41'30'08'W, 96.50 FT.; THENCE N39'36'54"W, 103.88 FT.; THENCE N3716'26'W, 103.88 FT.; THENCE N34'55'5TW, 103.88 FT.; THENCE N31'41'01"W, 140.78 FT. TO A POINT ON WEST LINE OF THE NWI/4 SE1/4, SAID SECTION 7; THENCE NO1'50'57'E ALONG SAID WEST LINE, 250.71 FT.; THENCE N37*37'46"E, 150.47 FT.; THENCE N54'01'35E, 124.39 FT.; THENCE N4610'27'E, 51.12 FT.; THENCE N62'12'33"E, 160.00 FT.; THENCE SOUTHEASTERLY ALONG THE ARC OF A 427.50 FT. RADIUS CURVE TO THE LEFT. A CHORD BEARING AND DISTANCE OF S38'15'23"E, 155.31 FT. TO THE SOUTHWEST CORNER OF LOT 32, BLOCK 18, SAID WOODLANDS EDGE; THENCE S41'i6'37'W, 45.00 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF OVERCREEK PASS; THENCE SOUTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE BEING THE ARC OF A 472.50 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF S53'18'49"E, 75.63 FT. TO THE NORTHWEST CORNER OF LOT 14, SAID BLOCK 17, WOODLANDS EDGE; THENCE S28'04'11"W ALONG THE WEST LINE OF SAID LOT 14, 116.11 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE SOUTHEASTERLY ALONG THE REAR LOT LINES OF LOT 14 THROUGH LOT 1, BLOCK 17, WOODLANDS EDGE THE FOLLOWING: (1) S61'59'247E, 193.18 FT.; (2) S53'14'17'E, 96.68 FT.; (3) S50'16'56"E, 98.22 FT.; (4) S54'45'12"E, 99.19 FT.; (5) S5750'09"E, 86.79 FT.; (6) S5610'167E, 298.19 FT.; (7) 560r53'00"E, 48.39 FT.; (8) S6&19'15"E, 56.20 FT.; (9) S70r25'01"E, 72.58 FT.; (10) S871319"E, 139.73 FT.; (11) S8700'547E, 98.79 FT. AND (12) S80.18'01"E, 75.00 FT TO THE POINT OF BEGINNING, CONTAINING 23.6288 ACRES MORE OR LESS. 86>0�9'�� 9 F ,' 7 7N�k�1 S e 9elg�sF P /?07� 592g 29 5 4 ' \48Si°0'® Q 3 v�39, F I t S STO 0 BLOCK 17 Bg29 by to' s,�. x«" Esm 619'15" T25g 1 "E S8713'1 2p, E` 139.739 w2 6T3T2d i I - TRACT D-17— kk 472 .. °°` a�i 7 I I 4 �5 1o, v> \ 1�p, 27 9 9p\S H p�"� 0 0' a •y s'so�F�p?�x •a i �1���b9� 28 '4A ,T_'� =,.s __ f Al •O6✓ - Jabsti� 20.280 TRACT D-17 `zt MN. I ELEY. n I 32 cF FlAO. o a? On O N87' 16'40"W 3 370.94' (�l �)'vV1/4 SE1/4 SECTION 7 T-1--N, R-13-W 2 98.79' S80' 18'07'E 75.00' ' CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER 1ST$�� ''• I, PAUL M. WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL ¢ ,,.••......•Lt PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO ,s °s SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFT, ` n „nrsAS s 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 p 1L ; SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE WITH iS PLAT. s,o \�, N • ROCK SUBDIVISION RULES AND REGULATIONS fO......... v+t!�•'S��?? HAVE BEEN COMPLIED WITH. f� tJv/ ..�" /Zy/�• / DATE OF EXECUTION Rocket rop rties. LLC `f by Ron Ty e, member DATE OF EXECUTION 4 ALIL M. WHITE 1701 Centerview Dr., Suite 115 REGISTERED LAND SURVEYOR Little Rock, AR 72211 NO. 1281, ARKANSAS AAA r Ali � An�AS 4 I, TIMOTHY E. DATERS, HEREBY CERTIFY 4` t- THAT THIS PLAT CORRECTLY REPRESENTS A PLAN MADE SY ME, ANO THAT TH ENGINEERING REQUIREMENTS OF E LITUE i E N G t NTEEK ROCK SUBDIVISION RULES A HAVE BEEN COMPLIED WIT . 0 N0.5033 � t Tyr E. DAT OF EXECUTION TIMOTHY E- DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 2001056467 & 2003033275 INSTRUMENT NO. 2003119044 & 2004027367 CERTIFICATE OF FINAL APPROVAL 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. DATE OF EXECUTION LITTLE CK PLANNING COMMISSION CERTIFICATE OF RECORDING ,.... ' rip {� (,� Q, CKcA I � ri''', JLrri y �.:,t ;•,.�,.�,;,: , ` " 2014042852 Received: 7/25/2014 1:43:19 PM -� 1 '• ;r ,� ,I y = Recorded: 07/25/2014 01:49:04 PM Filed 8, Recorded in Official Records of Larry Crane, PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15.00 iAJ # 20IH ciL42-g5I ;F t '4 SE is GENERAL NOTES: CTIOLI 7 1. i/2 IRON PINS WERE SET AT ALL LOT CORNERS Vd 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 A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. 6. ALL LOTS ADJACENT TO PROTECTED GREENBELTS SHALL HAVE A 15 FT. REAR BUIUDING LINE. t TRACT A-17 7. ERROR OF CLOSURE: EXCEEDS 1:20,000 8. RADII AT INTERSECTION OF STREET RIGHT-OF-WAYS ARE 25.0', UNLESS NOTED OTHERWISE. O 9. TRACTS D-17, E-17, F-17 AND G-17 ARE PROTECTED GREENBELT AREAS, THEY MAY BE USED FOR DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS. NO PORTION OF ANY LOT 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 15-43N BLOCK 17 TRACT D-17, E-177 F-17 & G-17 \ \ '\ 11► IU 1 1 lot \ I (1► I I:III ' (� I I 1 (1► I I.I I I LI Ili(/►(�I�. '\I�h •\\� •\� PART OF THE E1/2 OF SECTION 7, T-1 —N, R-13—W, LITTLE ROCK, PULASKI COUNTY, ARKANSAfINAL PLAT JULY, 2014 1 nail BY: r DATE: © DAT3M & A4&S0CZA7P= RVC 1CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 24 RAHLNG CIRCLE LITTLE ROCK. ARKANSAS 72223 # 14-262P