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HomeMy WebLinkAboutS-1313-MM Map 1•Pp � & rc x Y KA11S ROAD COOPER ORBIT RD. tte CAPROL HR15 BLVD. '�`r\cl co a0 L & p ,R0111. Okit w VICINITY MAP 25.0' Radu FUTURE STREET BENCHMARK # 1— top of son. sewer manhole rim near westermost corner Lot 44, Blk. 18. Elev. 412.27 zs Sao• �I NW CORNE\swi/4NE114 SECTION 7 100 0 IOD Scale 1" = 100 ft S87'52'20" E 1323.67' 300 Ty o i �A I 587-07'05'E NE CORNER SW1/4 NE1/4 1p1 0 y� SECTION 7 1 EVpO I o _ 0 0 v TRACT D-18 _\ BRODIE 15' Sanitary Sewer Esmt. _ _ CREEK INSTR. / 2002125157 7 SW1/4 NE1/4 00 \ SECTION 7 (:A) 100 YR. FLOODPLAIN ^y� / �/ °?5.00' �8.49, \ \ � , \ \ 76.5b 1 ` 1 °j 3• 50 0,0 049 Q 9?` \ \� TRACT D — i 8 o I s "r� ,� 1t6��`N48 o IOp \ 51 `: 1 1 o b 072/ 9� "67.04' �05 BLOCK 18 0� jS�. ,sa s yb2 oA o a 1 5e91 C6 �� �g3�. 47 d 7O� ° '0 5378 Qe;r o l A3 G5 ° b �4T 01 '0 ^ LOCK 18 9d S N � Wow 7, iQ/9 NO PARKING 0' 16�'/^' v, � �^7 �� �00'. 46 S. 77 7O' &� A hry 7S7 SSy C� \ \ I 0 0 70g). / , a0' A SEE NOTE N 1 t �1 Twpb �o S s3 86.28' -', 4�20 ' \ F 9�T 0Yj , ,y2y '� \ \ \ -00 o wry. s 5 �ti 40 41 0- z s 9.� °— ° 7 a 7p 5J?• �o• p `,iD p 7'9- o7. 39, O o o \•`'t ^�. 2\e 225 695,\ a°�' t'' \ \' SB2'17.s390 Es2t 9 38 roci 42 TRACT 'co0•: hyK 3' o \Sti00' 8 0 8� R~ II 1t3.10' �g^°05� ? 3� 55.00 1 3�. $ \+ � � Y 44 4T46.15, 1d MIN. F.F. G7 1T5T 43 'G2 FL 411.0 - 7 { ' MIM. F.F. •< 50.40• 7 \ O FLOOR 412-0 ■9 51.21' �v �9• \ 9as5 30 r 555 t o,• s. s.m >> i9 f,7 456 — — — — — — — — — — —} 1p fiery so? ^ a 15' Sanitarryy Sewer Esnt / 7 69 \ S• \ so � 48 62� / /% /`o�ryekoti0h 1NSTR. 2014D42852 / / 1o�y�Q S 75l,�' \po\S\' TRACT H-1 '7 q 115.00- 115.00' 3 / spp0, _ 17'5�j'W o S79' 00' 86. 19 TRACT A-18 g 47 I o �� 36 TRACT D —18 12 11°O yp a :0 �6 115.00' �• 5 � F 0 o° 115.00' °oJl li *00, ydo O 13 28 �'oCgi w i INtx1j 27 o I 35 �0 1 0 18 "1T o BLOCK 18� N 46 0 l a t I 90 w 14 �T 1 Vyj i 115.00, °o. N o 29 Q7ti 26 115.00'9 J11.5 2.5 0 17343'4d a°y o d 0 I P93Z3'30'`850�' 1 `1� a o N 15 I 34 tb I 45 lit I u 8 97+az5 `� ro 1 BLOCK 17 1 3 't tt5 d ci \Q` m 9'5'W45 1 ^� 03 30 25 za e— — —° 115--� I sz�Vos. 33 1s �� BLOCK to NORTHWEST CORNER 0T25 ya �� - 1� ' m--974920. - O� V ARKANSAS STATE PLANE COORDINATES NW1/4 SEt/4 q - _-_ NORTH ZONE SECTION 7 \ < v' ^ - --- __ Sd 44 �\ �� � \ o Nb. a ry c7'C� 24 5�t 9543' S1 19 �\ b N N O)31 - -- -._ N 148555.26 E 1182097.25 3` � 0� \� y> 17 BLOCK 18 N 148474.76 E 1182034.92 �h �'' N 148380.20 E 1182010.62 ��� 2D N 148289.06 E 1182050.82 �. N 148234.06 E 1182101.07 N ���1 43 R427.50' r�V ° 32 23 N 148216.03 E 1182201.21 CDN38'15'23"W N 148201.31 E 1182246.63 0 h� ®TPycT LC155.31' 1a N 148122.78 E 1182197.13 z 0�� 5g 6 N 147986.47 E 1182064.52 22 N 147855.47 E 1182088.63 © a2 N 147587.96 E I181385.64 BLOCK 17 QO FFj� pq N 147571.99 E 1181301.14 _^q��^ \J 75 SS N 147518.04 E 1181238.23 N 147458.97 E 1181213.99 Co ��° 41 ��F NW1/4 SE1/4 N 147397.04 E 1181218.04 _ �FP 14 SECTION 7 N 147301.94 E 1181188.15 23 N 147218.02 E 1181149.40 16 13 N 147130.89 E 1181102.21 BLOCK 17 N 147252.84 _E 1181006.05 TRACT F-17 CENTERLINE CURVE DATA N 147178.23 E 1180864.49 17 12 CURVE LENGTH DELTA TANGENT RADIUS N 147142.84 E 1180827.62 BLOCK 17 i C1 168.62' 21'28'1D" 85.31450.00' )_ N 147069.77 E 1180726.95 C2 189.81' 3932'47" 98.86' 275.00' N 146950.60 E 1180635.08 N 147301.64 E 1180646.42 C3 165.60' 34'30'1D' 85.40' 275.00' -- - N 148608.93 E 1180684.58 C4 117.07' 4754'4,T 62.20' 140.00' N 148559.78 E 1182007.33 C5 163.84' 41'43'16' 85.74' 225.00' C6 90.65, 6T 15' 16' 51.79' 75.00 ,° 2 21 22 2 BLOCK 15 h i U"v Co n � � 20 S ® 19 m R1D' Q�S• S79' so �y 471'26"E S� FO 47 ,52 23 W; NTyROP POIN r h 18 UI SE1/4 NE1/4 SECTION 7 J o 15� 4 N ° cJ• / T q\ rm 14 BLOCK 15 \ 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 OFF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION F'AUL M. WHITE � REGISTERED LAND SURVEYOR GTSTE/Z' NO. 1281, ARKANSAS .. .. o CERTIFICATE OF ENGINEERING ACCURACY 1, 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 �LATIONS HAVE BEEN COMPLIED WITH. t DATE OF EXECUTION TIMOTHY E. DATERS REGISTERED PROFESSIONAL ENGINEER NO. 5033, ARKANSAS 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. a z I� 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. 4& 1 i DATE OF EXECUTION LITTLER PLANNING COMMISSION 0ffS`ATF �f S All ANSAS RECISTEMP, '? PROFESSIONA1. ENCINEEK A�� y No.5033 Q Of `�01E CERTIFICATE OF RECORDING 2014055840 Received: 9124/2014 1 23:49 PM Recorded: 09/24/2014 01:30:56 PM Filed & Recorded In Official Records of Larry Crane PULASKI COUNTY CIRCUITICOUNTY CLERK Fees S15.00 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) S3745'04"W, 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.; 0 S32'13'21"W, 92.82 FT.; (8) S44'12'40"W, 190.18 FT. AND (9) S10'25'39 E, 133.20 Fr. 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, 62.077 FT.; (5) S17'26'48W, 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 N38715'23"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 S46710'27"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 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 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 S87'52'20"E ALONG THE NORTH LINE OF SAID SW1/4 NE1/4, 1323.67 FT. TO THE NORTHEAST CORNER THEREOF; THENCE S87*07'05"E 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. f 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 BUILDING 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 44-48, BLOCK 17 LOTS 33-53, BLOCK 18 TRACTS H-17, D-18 & E-18 �i NA q � �� �� 1� � �� im MEN AM Li11U ID ll 1 O ll® TM = GI 1=3 IROQ:K4 AWN\ SAL PART OF THE E1 /2 OF SECTION 7, T-1 —N, R-13—W, FINAL t;: ti- LITTLE ROCK, PULASKI COUNTY, ARKANSAS i ned BY., SEPTEMBER, 2014 DATE; ©V V1LillLlL 1GIllA TXM&.`LaYAYO 1!. Ctt Jrsar9 H\TC 'J Q CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 6 : Iv � - M M Q 24 RAHUNG CIRCLE LITTLE ROCK, ARKANSAS 72223 Jf Job # 14-262P