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HomeMy WebLinkAboutS-1313-MM Map 3x KANIS ROAD caoRFR oRelr RD. 1�115 BLVD. ��Ip 1 � Po> LINE P Mdp TNAIL OR re VICINITY MAP (N1s) 100 0 100 300 Scale 1" = 100 ft S87'52'20" E �. NW CORNER4NEO I 587-07'05"E SECTIONN71 4 1323.67' ©QF 90.03' 1 NE CORNER h 70 SW1/4 NE1/4 p o YQ SECTION 7 I b� 0~ \ � 21 22 2 •�� A O BLOCK 15 I " 4� `r rn TRACT D-18 0� � r----_�� � 3 20 _ I �io BRODI s-' - _ — — — — -- — 15' Sanita Sewer Es I. — — E GR.E'E'If c^ 7 ----- S ® 19 ro INSTR. / 2002125157 / /� , � SW1/4 NE1/4 00 \ I �� SECTION 7 �� O� �� Q?s S79'47'26" 4 � \ I so F E S?2.o 'DO YR. FLOODPLAIN ^�y° / // �j5'� 83 �g49, d \ \�\� \� s6co 10 49 1 „ 7 3g \ I ti RSV -, 68.07' Q 76.58'. 1 `�a�a,a• y, \ \\, TRACT D -18 �ti �� `b' '� S '� 'e�,0 °s?s ^6�� ti" ti'(�� 48 0 1pp \ \ I 8 S 51 1 `$_b 0 --67.04,g °�e5 O p0• \ \\ psi BLOCK 18 Pb : e?' `1 11 N/ �%3� �, 77'66� y� \ \ I 4 7s? ,O ``i2 /O"�s oo C i'sa, 'n(a C6 �gJ 47 1p0 \ \ \ p0 b 1e o �, 53'Ba .71 p3 " C5 0 b 3 �9T lop. LOCK 18 9a� s \ \ o0 5� NO PARKING 0' 6i /" �v '�O 00•. 46 Sp \ 1 °'k0' SEE NOTE IT 1 t v ^h :� It o p9�l v �i o 4 >is n m ? e U. 1 4n 8.93 _-86.28'-' 47?o vi z �ti 40 N 4 f �� °Q00` 4 e� s \ o0 $e n '�a 14d 8 loi 7- 1 5ti� 45 \ \ �ll I n �. i' O ` 6' .,0 15613'40• \ \ \ 2 25.0' Radius 1; �1�' ,y4J / 'i?p, h w 39 , q o ``1 '�. -------------- TRACT kt� 9'20 38 _ pg s'�sr�1884 �ss3.Ti ^ 42 iKp2 s8715.3gr E- f 8 g� ?S .r �0 00. FUTURE STREET 87.90• 2r" \ `V ,v .'p YA) '�i• ,\•.q •.� .71� ry 5o'4p• b \t \ O� 85.00,113.10' 55°y v N / ¢¢ 14?� 10 ------- --- C3 trspta43 '' � /FLOOR i1i o s- 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 118209725 N 14847436 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 147178.23 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 59.72' INN. F.F. '1'>• y9 4'h6 a FLOOR 451.21' a•1 � �• \ 9855'30' `1 37'4sr— — — — — — — — — — — — — — �h 0 p ' '1°' • '2 n _ ? ti r1R— n —2014042852 ,ecSewer �" �5 c 41 -0 6715o/ c��tio Off' 569, 0'01aW \ TRACT H-17 g 1t5.00' 3 / 9o-A,. 57917'53 W eP� I / g 36 $ g6.00' ,� 00 , / _ TRACT A-18 v o I$ TRACT D-18 12 0 47 70 6 115.00' 00 5 00' O o$.lil Imnb °' 3 115.00 I I� ,�ooa. �� O 13 28 9"t{7. n S l y o I 35 o rn �o 0 48 $ Ig a o BLOCK 18 w �� 1a c IT 1 ti I rn 1 1115.G0'19%N 9 O 29 115.IX1 tail I •.5 N .h'ti a 2.5 017Sa3'a0' a`` o T7 15 O 34 C1 - aQ 45 1 ".a 9r4a7s Q\Q� 1 BLOCK517, 'e I '11� 1t5p0 �N rn 30 OO-�q,1�Y' NORTHWEST CORNER 9o'olzs� \ j 33 974g20 NW1/4 SEt/4 o ay t0= 'o:- SECTION 7 -� 44 m\ W � N N n zz TRACT F-17 00 1.Sd c v oN o ♦1y a o� � `bg� 19`jN 37 c��ti•'3',Y500 ,y-5 ��� 17 BLOCK 18 Z 20 43 R427.50' � oi� 32 23 1 CDN38*15'23"W 18 yt TAy LC155.31' 1e 42 oir BLOCK 17 Qo�� cRFFk t 5 Ag55 41 14 16 \� 13 BLOCK 17 17 BLOCK 17 22 27 26 25 BLOCK 18 24 - - NW1/4 SE1/4 SECTION 7 CENTERLINE CURVE DATA 12 CURVE LENGTH DELTA TANGENT RADIUS CI - 168.62' 21'2810" 85.31 450.00' C2 189.81' 39'32'4Y 98.86' 275.00' I C3 165.60' 3430'10' 85.40' 275.00' C4 117.07' 4T54'43' 62.20' 140.00' C5 163.84' 41.43' 16' 85.74' 225.00, C6 90.65' ET15'16" 51.79' 75.00' 23 18 Q U 17 v d LA N �T c1! W/ to 1e 10 BLOCK 15 \ 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. ll 1 DATE OF EXECUTION MAUL M. WHITE REGISTERED LAND SURVEYOR G ' STEP NO. 1281, ARKANSAS t JP NSAS 1281 •:9� .A s1c ruxe.G �.a.'. -CST 9L LAI`�,,.•••''`• 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 ,4ND R LrLATIONS HAVE BEEN COMPLIED WITH. _ DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS � �FAIR ^ANSAti , REGISTERED �k? PROFESSIONAL 1 ENGINEER or • Zi No.5033 ��'�"�� 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) S3745'OeW, 101.81 FT.; (2) S14'24'49"W, 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) S72'02'22"E, 47.75 FT.; (�7) 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 S69'10'01"W 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) S79'17'53"W, 62.07 FT.; (5) S17'26'48 W, 99.68 FT.- (6) S24'47 05"W, 92.44 FT.° AND 50344'29"E, (7) S28'26'147W, 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 S4910'27"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 S3737'46"W ALONG THE NORTHWESTERLY LINE OF SAID LOT 41 AND TRACT F-17, SAID WOODLANDS EDGE, 150.47 FT. TO A POINT ON THE WEST LINE OF THE NW1/4 SE1/4, SAID SECTION 7; THENCE N01'50'57"E ALONG SAID WEST LINE, 351.22 FT. TO THE NORTHWEST CORNER OF SAID NW1/4 SE1/4; THENCE NO1'40'20"E ALONG THE WEST LINE OF THE SW1/4 NEt/4, SAID SECTION 7, 1307.85 FT. TO THE NORTHWEST CORNER THEREOF; THENCE S87*52'20"E ALONG THE NORTH LINE OF SAID SWi/4 NE1/4, 1323.67 FT. TO THE NORTHEAST CORNER THEREOF; THENCE S87*07'05E ALONG THE NORTH LINE OF THE SE1/4 NE1/4, SAID SECTION 7, 90.03 FT. TO THE POINT OF BEGINNING, CONTAINING 36.0121 ACRES MORE OR LESS. 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. Z Z DATE OF EXECUTION Rocket ro erties, LLC by Ron Tyne, member 1701 Centerview Dr., Suite 115 Little Rock, AR 72211 2001056467 & 2003033275 INSTRUMENT NO. 2003119044 & 2004027367 FICATE OF FINAL APPROV 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. ff,, DATE OF EXECUTION LITTLE R�C4 PLANNING COMMISSION CERTIFICATE OF RECORDING �tJC 2014055840 Received: 9124/2014 1:23:49 PM Recorded: 092412014 01:30:56 PM Filed & Recorded in Official Records of Larry Crane. `/1 PULASKI COUNTY CIRCUITICOUNTY CLERK �- \ 5 �C) I Fees S15.00 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 (25'B.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 BUILIDING 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. PLA T OF LOTS 44-48, BLOCK 17 LOTS 33-53, BLOCK 18 TRACTS H-17, D-18 & E-18 tiliV Li111J/DMIGH ll ®TM = 01F II.IIZC ]Fj I1004 BOAS PART OF THE E1 /2 OF SECTION 7, T-1-N, R-13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS ignea SEPTEMBER, 2014 Bv: © DID.941MW & +9MCCM71'IF49 HICe CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING • 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 i yy�, ' �' J6b # 14-262P