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HomeMy WebLinkAboutS-1313-MM Map 2I Mks & 'Po } coa9lx ol®Ir RD. KOM ROAD GAPIrx0L BLVD. Q� . 11bp�Aros TPAE OR rF VICINRY MAP (NIS) 25 Eao� 11 NW CORNER SW1/4 NE1/4 SECTION 7 Zoo yR I Py \ 00� W O coN W 0 M O Z Raaoue --------zsa S82' FUTURE STREET --------------- BENCHMARK # 1- top of son. sewer manhole rim near westermost corner Lot 44, Blk. 18. Elev. 412.27 ARKANSAS STATE PLANE COORDINATES NORTH ZONE N 148555.26 E 1182097.25 N 148474.76 E 1182034.92 N 148380.20 E 1182010.62 N 148289.06 E 1182050.82 N 148234.06 E 1182101.07 N 148216.03 E 1182201.21 N 148201.31 E 1182246.63 N 148122.78 E 1182197.13 N 147986.47 E 1182064.52 N 147855.47 E 1182088.63 N 147587.96 E 1181385.64 N 147571.99 E 1181301.14 N 147518.04 E 1181238.23 N 147458.97 E 1181213.99 N 147397.04 E 1181218.04 N 147301.94 E 1181188.15 N 147218.02 E 1181149.40 N 147130.89 E 1181102.21 N 147252.84 E 1181006.05 N 14717823 E 1180864.49 N 147142.84 E 1180827.62 N 147069.77 E 1180726.95 N 146950.60 E 1180635.08 N 147301.64 E 1180646.42 N 148608.93 E 1180684.58 N 148559.78 E 1182007.33 100 0 100 300 i �o I > s AEI S87-07.05"E 90.03' 1 NE CORNER SW1/4 NE1/4 p SECTION 7 C-7 2 21 22 3 BLOCK 15 01) V- 7 f10 \ TRACT D-18 0� � � � ate, 20 BROD - - - - - -- - 15_ San- Serer Esmt. - - IE CREEX -----INSTR. 2002125157/ 5W1/4 NE1/4 �o s ® 9 m Z'c�' qV I SECTION 7 o� \� Assh S7g-47'26" q\' \\\ I FO O 4j j02 100 YR. FLOCDPLAIN `? \ sa.15.0° � 284g• 29 N �° g1 R J I 7 (b 1101. 0 49 h� w 92• \ \ TRACT D 'o fi8.07' d1 •9, 76.58 � v � 50 �O' o �b Q moo' 6 � \ \\• �7 ego6 ?r 60 d5 v `� w �} O —�`d 48 in 51 11 1Oo =�°�y/ y� -67.04 -g7e`ZmS� \ oo OO� \\ \ I 8 p5 BLOCK 18 o b j3�' 'off oo a °j1 C6 ie3 47 h ??a oo �.� 4 S�� h �. Sao\? oo °o• \ \ \ \ e ti 9T M - 17.138961'- fSmt. 42�1 /g31 7 16 53,ea �3s o ,77 4S" C9 h f �9T 0, `�( LOCK 18 90 ss \ \ I o e 9QGd �j �a/ ,1 NO PARKING 0' ,6> N h 3 �Y7 ��C °°'. 46 11S�1•7t`fA ••' \ \ , FLOODWAY ..� I rol S8T52'20" E 1323.67' Scale 1" = 100 ft a.. 3' 86.28'' �4TZ0 ^ �� ? F Of'�? 00 �o N'' �� \\ \ �—�, �p s r soh ¢0 L 41 ` g`. �q tz, 10, F oO 2 ti� 45 0� a� S'3s �Ory Oh o�`b. o ��'9°i. S`7' 00 ° 39, o ° ,�� h ryk°Z' ,}`' s9' 3B B,. o eR �6 42 cos > ? \5 \ \ TRACT �4 y � �' � ems: � '18• S3•`$ 7 •: �'' 1 � so, t15.00' '\ 15'39'EE-18 gam\ ?S9. , \ \ 17.90' 55.00' R"' 1b 113.10' �'. . h '; �\ 5a4a• o \ OHO � 55.00' 43) \55�> n ry / 44 14N6-,s. \ F 10 ,f�!` h YIN. F.F. C3 . 72'• 57'WN.3F.F. Y 51.21' •� 30'gDOOR 411.a 59. ADa FLOOR 4120 °, ? J?g. •0.y m`G` :4 `�`'� o '�6 1� oo BM III 37 7 \ `nti�^3� � \�' �•� 1, Fa`"�' / / / �yF ?s° � - [ - - - '$, a'' / yv:°�o�ti , Q• 01 \ \� 41'2S b,48 a c�, n 6 / / ` 0hry ?" 15' Sans ary Serer Esmt. / / �. 569 \ S• \\ '� 'C 1 e+° ry N4STR. Z014042852 o0 o`O 6Z15'25'' b ? y \1 TRACT H-17 s a 115.00' 40 Go19000. $ 47 o � 115.I)D' i QQr`' NORTHWEST CORNER NWI/4 SE1/4 SECTION 7 c - 115 3 $6.001 TRACT A- 18 / Oo 36 L5 0 �� ¢ TRACT D-18 ��ti e� t2 tt°° ,q b ab 115.00' 47• S 00' O Y,p i Im r1 �00 Jl I �00, 9a� 13 2833 oq�N t'3 O 27 1 I v o l 35 $ rn Ig v $ BLOCK 18$ ry 1T I FA t 115.00, °1 r N 11 1.5 2.5 No 17343'4? 1G '0 � 29 26 0 O C> 15 Lin s' 34 ro 1 N I d in .b 9T4875 c0 [p o 17 Y I 3 '1 +15p0 AN of 09'45 �`rti K4' rn 30 25 CP Co BLOCK 18 \ to \ 33 97 h O o _ 44 m\ 1� \ '� 5� N wry. 3, �� \� 9543' S 19 �`� 77 BLOCK 18 20c�6t�60 VO o �k61y 43 R427.50" � 00) 32 23 Q CDN38'15'23"W t8 LC155.31' SSk,�a 42 O�FRC BLOCK 17 Qo\� RFFk �� , s pgSS 1 � 41 - D"\14 \ 1613 BLOCK 17 TRACT F-17 46 115.( 45 17 BLOCK 17 22 NW1/4 SE1/4 SECTION 7 ` CENTERLINE CURVE DATA 12 CURVE LENGTH DELTA TANGENT RADIUS 1 67 168 62' 21'2810 85.31 450 00 C2 1 189.81' 3W324T 98.86' 275.00'— - C_3 165.60' -- 343010' - - - 85 40' 275.00' C4 ! 117.0T 4T54'43 62.20' 140.00' T ... _ _ ---- -- ----- C5 I 163.84' 41'43 / G 85.74' 225 00 C6 90.65' 67151G 5179' - 7500 ^--� � 0 15 �qcf o `'' m 14 BLOCK 15 23 wi ✓rHROP P 0!lVr 18 c Q SE1/4 NE1/4 SECTION 7 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 REGULATIONS HAVE BEEN COMPLIED WITH. G Z / / / z DATE OF EXECUTION PAUL M. WHITE REGISTERED LAND SURVEYOR STER� No. 1281, ARKANSAS r} 1f AR N AS c .1281 M nl u.� x•r C;l 16 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 R CATIONS HAVE BEEN COMPLIED WITH. LZ // Y/ DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL _ ENGINEER NO. 5033, ARKANSAS 1pfSAw 0F� A ANSAS. REGISTERED PROFESSIONAL ; ENGINEER %.,7p, No.5033 q`s' zoTh P, , r 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 SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. q b L /Ae- DATE OF EXECUTION Rocket ro erties, LLC by Ron Tyne, member 1701 Centerview Dr., Suite 115 Little Rock, AR 72211 2001056467 & 2003033275 INSTRUMENT N0. 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 R PLANNING COMMISSION r F O_i0 CERTIFICATE OF RECORDING LEGAL DESCRIPTION PART OF THE E1/2 OF SECTION 7, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF LOT 21, BLOCK 15, WOODLANDS EDGE, AN ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS; THENCE ALONG THE WESTERLY AND SOUTHERLY LINE OF LOTS 21, 20, 19, 17, 16, 15, BLOCK 15 AND TRACT B-15, SAID WOODLANDS EDGE THE FOLLOWING: (1) S37-45'04 W, 101.81 FT.; �2 S14.24'4TW, 97.63 FT.; (3) S23.47'57"E, 99.61 FT.; (4) S42'25'17"E, 74.50 FT.; 5� S79'47'26"E, 101.74 FT.; (6) S7702'22"E, 47.75 FT.; S3713'21"W, 92.82 FT.; (8) S44!12'40"W, 190.18 FT. AND (9) S10'25'39 E, 133.20 FT. TO THE NORTHERMOST CORNER OF TRACT A-18, SAID WOODLANDS EDGE; THENCE S69.10'010W ALONG THE NORTHERLY LINE OF SAID TRACT A-18, 752.17 FT. TO THE NORTHEAST CORNER OF LOT 28, BLOCK 18, SAID WOODLANDS EDGE; THENCE SOUTHERLY ALONG THE WEST LINE OF LOTS 28, 29, 30, 31 AND 32, SAID BLOCK 18, THE FOLLOWING: (1) S7T17'53nW, 62.07 FT.; (5) S1726'48"W, 99.68 FT.; l6� S24'47'05"W, 92.44 FT. AND S0344'29 E, (7) S28'26'14 W, 99.10 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF OVERCREEK PASS; THENCE NORTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE BEING THE ARC OF A 427.50 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N38"15'23"W, 155.31 FT. TO A POINT ON THE NORTHEASTERLY EXTENSION OF THE NORTH LINE OF LOT 43, BLOCK 17, SAID WOODLANDS EDGE; THENCE S62'12'33"W ALONG SAID NORTH LINE, 160.00 FT. TO THE NORTHEAST CORNER OF TRACT G-17, SAID WOODLANDS EDGE; THENCE S46'10'27"W ALONG THE NORTH LINE OF SAID TRACT G-17, 51.12 FT. TO THE NORTHEAST CORNER OF LOT 42, SAID BLOCK 17; THENCE S54'01'35"W ALONG THE NORTH LINE OF SAID LOT 42, 124.39 FT. TO THE NORTHEAST CORNER OF LOT 41, SAID BLOCK 17; THENCE S37*37'46"W ALONG THE NORTHWESTERLY LINE OF SAID LOT 41 AND TRACT F-17, SAID WOODLANDS EDGE, 150.47 F. TO A POINT ON THE WEST LINE OF THE NW1/4 SE1/4, SAID SECTION 7; THENCE N01'50'57E ALONG SAID WEST LINE, 351.22 FT. TO THE NORTHWEST CORNER OF SAID NW1/4 SE1/4; THENCE N01'40'20"E ALONG THE WEST LINE OF THE SW1/4 NE1/4, SAID SECTION 7, 1307.85 FT. TO THE NORTHWEST CORNER THEREOF; THENCE S8752'20"E ALONG THE NORTH LINE OF SAID SW1/4 NE1/4, 1323.67 F. TO THE NORTHEAST CORNER THEREOF; THENCE S87*07'OTE ALONG THE NORTH LINE OF THE SEt/4 NE1/4, SAID SECTION 7, 90.03 FT. TO THE POINT OF BEGINNING, CONTAINING 36.0121 ACRES MORE OR LESS. 2014055840 Received: 912412014 1:23:49 PM Recorded: 09/24/2014 01:30:56 PM Filed & Recorded in Official Records o1 Larry Crane.n� PULASKI COUNTY CIRCUITlCOUNTY CLERK Fees $15.00 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 A 10 FT. EASEMENT ACROSS THE FRONT, ADJACENT TO THE STREET RIGHT-OF-WAY. 6. ALL LOTS HAVE A 25 FT. FRONT BUILDING LINE (25B.L.) AND 8 FT. SIDEYARD BUILDING LINE, EXCEPT LOT 43, BLK. 18 HAS A 15 FT. FRONT BUILDING LINE. 7. ALL LOTS ADJACENT TO PROTECTED GREENBELTS SHALL HAVE A 15 FT. REAR BUIUDING 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. TRACTS H-17 AND D-18 ARE PROTECTED GREENBELT AREAS. THEY MAY BE USED FOR DRAINAGE AND/OR UTILITIES. REFER TO BILL OF ASSURANCE FOR RESTRICTIONS. 11. NO STREET PARKING ALLOWED ON THE NORTH SIDE OF FLATROCK POINT IN FRONT OF LOTS 45-53, BLOCK 18. NO PORTION OF ANY LOT IS BELOW THE 100 YEAR FLOOD ELEVATION AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. PLAT OF LOTS 44-48T BLOCK 17 LOTS 33-53T BLOCK 18 TRACTS H-17, D-18 &• E— 18 AN AIIDIID117PII®N TO ME cCIl'Il'ZY ®IF II.II'IC7ug IR®(C% AIRMANSAB PART OF THE E1/2 OF SECTION 7, T-1 —N, R-13—W, _ LITTLE ROCK, PULASKI COUNTY, ARKANSASfl L \ SEPTEMBER, 2014 BY; DATE: /0 j © WAUMGdDA TA= & AMOCIAT= H4C N CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 9 y� • 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 / �YJob # 14-262P