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HomeMy WebLinkAboutS-1172 Map 2DATE I REVISIONS LEGEND - - - - - - - - - - - - GAS LINE EASEMENT - - - - - - - - - CENTERLINE PROPOSED RDWY DINERS : KENNETH D. LIGHTFOOT HUNNICUTT CONSTRUCTION k DEVELOPMENT, INC. - - - - - - - - - - - - - - - EDGE PVMT PROPOSED RDWY 13401 T. BASELINE RO. 24 PINE MANOR _.._._._._.._.._.._.._.._._._.._.._ 25' SETBACK IMU ROC$, AR, 72209 LMU ROCK, AR. 72207 PROPERTY LINE INSTRUMENT NO. 95-1345 INSTRUMENT NO. 97-ON286 - - - - - - - - - - - - - - UTILITYIDRAINAGE EASEMENT - - - H-P-G L- - - - HIGH PRESSURE GAS LINE DEVELOPER : HUNNICUTT CONTMUC ION AND DEVELOPMENT, INC. LOT LINE 24 PINE MANOR PHASE LINE LITTLE ROCK, AR. 72207 TREE LINE GENERAL NOTES: SANITARY SEWER MANHOLE • ALL PROPERTY WITHIN THE SUBDIVISION IS ZONED R-2 - POWER POLE 4 4135 LF. OF NET ROADNAY SET IRON PIN • AVERAGE LOT SIZE 9,248.10 SQ, FT, ti SECTION CORNER • MIN. TOT SIZE: 7,149,49 SQ. FT. LOT 83 FOUND IRON PIN • 109 LOTS - FIRE HYDRANTI WATER VALVE • PROPOSED SOURCE OF WATER SUPPLY 16' AND 12' WATERLINE ON NORTH SIDE OF B ELINE ROAD x LOTNUMBERXX ° PROPOSED MEANS OF WASTEWATER DISPOSAL : LIM LOCK WASTEWATER TO SOUTHWEST -- FOUND STONE SEWER IMPR.DIST. 142/1,g, WASTEWATER TO NORTHEAST. • BACK OF ALL LOTS SHALL HAVE A 10' DRAINAGE AND UMM EASEMENT TEMPORARY TURN-AROUNDS TDL BE PROVIDED FOR PHASE I PER LR.D.P.T. • NOTED ALL E.O.P. RADIUS 25 UNIffiS NOTED A[L (OT COIL RADU9 � UNI$43 _ J c • ALL EASEMENTS SHOWN ARE FOR ftR AND DRADi1GE -� - y NOTEES: ALL MEASUREMENTS ARE CORD DISTANCES AND TO THE POINTS OF INTERSECTION WHERE TANGENTS ARE SHOWN. " BASIS OF BEARING WAS ESTABLISHED BY USING PAGIS MONUMENT NO. 2069 AND AZM MK 2069. NAD 83 PAGIS INFORMATION PT # N. E. ELEV. DESC. 9 123320.82 1184504.81 311.26 NO.5 REBAR FOUND 12 123332.88 1184205.13 314.72 NO.5 REBAR FOUND 32 121993.91 1183528.06 318.36 NOA REBAR FOUND 42 121947.99 1184790.67 304.38 NOA REBAR FOUND 49 122737.97 1184826.08 303.87 FOUND POST 51 123307.80 1184841.26 307.47 NOA REBAR FOUND 526 121971.19 1184161.22 309.36 FOUND STONE 1032 122548.15 1183548.67 0.00 PROPOSED PAGIS MONUMENT TO BE SET 1033 122524.18 ''4184171.97 0.00 PROPOSED PAGIS MONUMENT TO BE SET _CL BASE LINE RD _� um.-16, 8 � - S 87° 2'12" 300:0087 '- D �. » .: - sR1a- a ` 24 r O g 16' i RDYIti� - -N I 0 +++... _ � I ,,,fig ,�� ©� � � ®•� , � . try I ;' 117 46 I I 111929, ,tee✓ i ! `%3 = ✓y ;4 cod aoaw eye --� i.lY •BemL 19pil9� /QCt Ga 114,90'� '� �7Y4', t6; \WW:R='�=W. ! / s P47'30', e / i I L J ,J 124.81' x o3 1 \�; 7.66' 149.55, � iw ei ,, 152.75' za" s a 4T3o" 13500''`._ - 134.82, C ' �. 51.1e' aa" ROW ' A y iii is e799.29„ S,, >0 r 138.48 7 lit `\ O 8 I y ,. ✓73a'29: H -'•�g r N W32'13 ry/ _ -♦ ' �1 I � , > J 1 115.12' Be, -T'-� ' ; 0 0 U W fi I( 11 135r,02' r i i135.8 ' i o C'T is E zy U nv129 ! � i o+ 144A9'. I _ s ar39'291 E'`i _ i I I gip, 12a.ao' 1 I e i �� `• 49 135.04' _LW& I % I �r4 Z..� tom,-_'� 1 120.74' - I •L3505 '`-I-+ 364r e$ --_ 11 1 'Jr /1 1N.42' 13505 �-1 f98.8 II$ _ , - ��JI44.16' I - �j �i �1 %®----i---t f-.. _- S 87_°4T51" E 623.76' l Q ' 1 $i' s, rs lzizz' it I� -- -' - - _ - 1 - I '7 aI_ •'R26' ., ® I I F•�-r 961'... 124 2' - 0 137•:35' nl(r I•$ I l� 143.91' Ie 'ra v - .N o / i Li 1 127.98' `i✓.T ,$l ! ® ']' 7 g _ _ _ ^ 'O _O .$^' amour s F -� ® _ 1V _ ® Q $ p° - ! � . b 19 W l tl I.o 1 - -:Q -� RDW I , - -141 W _ c _ ,9 If 12 Esmt.l ,1 ^ &...-r 9501 � - 83 32' 65.00' 65 00' ti9.00' &5.00' _. - - z- - q.49' h� •'�-/c 127.69' --, S 1 , O , '„ I g Q •... _ yam_ `,� 85.00 ' ROAD' -�. - -, Q41,_��88.flQ --- r / k.._A' I f? 'w 149A0' I !i 00 _ 5828•.. �� CY)t en' '-65.00 85.00' 65.Op' 62.51' 52 34; 5 / s4�� s ^� 127. - � 2 120 �0' _ - _ y _ ` - I I _ ._ I i 2. • °° " �, `A ` _ : LIsy 143.15" I i _ J F� .��1 B�\ PIS. ® w , , Co n o 1 1 1I r' LU e I ® �' e, N ra 4/ _ •V� �I ® b ®a 12714 I '� m ® I I sY C4j LS @ _ 55" E 142.0e I_ N c o T,. f 0' 11 Esxment Pesch Lot r i r .OF, -'-13605 \\,\ ® -- -� o S 67'40'29" E'` ,�. f , � •'Fp '.i `-' ® _ ® rii t m ® ® ® -8• .y ' > ' S 07., `7y I i H R=50' 15 85.00' 6z CG. r - - - 100.38' / _ � .� 00' 65.00' 85.00' : 85.00' 65.00' 85 An, 12, 00" 52.52' c r - > �>' �fi � `d+ \ � • ll -- -- N.�T55 14-,cllL_ 2M 8500';'85.00' � 85.00' 54.45' 51.45 ' $ S+ ® _ ® of ® vi 7.48' 16093. , J L'.--IO' 6cd' 7 - - - - . J L_ - - 10' Paml `_ _. 85W'- 6-W- 60' 41L_ N 87045'00" W 1263.32'-(D) N 87055MZW 1263 45'-(A ` o a NNI/4, Section T-1-S, R-13-W. 100 NUMM TAM ARC LIM MIS► ANCO& CHORD DIRWItON CHORD Cl 150A 2ffid8 W448" 8 47'14'55" T 211.79 C2 150.00 235.82 9M'00" 8 4'39'29" 1 212.13 C5 160.00 234.03 W44'16" 8 47'12'39" T 211.65 CA 150.00 235.75 90'02'60" N 4C M'44" T a2 2 C5 75.00 63.81 48'44'4C 3 13'19'51" T 61.90 E%4'I] Scale 1" =: 100' 300 Found No.5 Reber S.E. Cotner, NE1/4, NWi/4, 3eot1on 8, T-1-9, R-13-W. W, Nr r y', r'UL tee R-2 F'VYt'. L-i PHASE I 1� tA)-, C LA139 I HEREBY CERTIFY THAT THE ABOVE PROPERTY DOES NOT LIE WITHIN A 100 YEAR FLOODPROWN AREA. SOURCE: CITY OF LITTLE ROCK, FEMA MAP PANEL NO. 050181 0020 E DATED NOV. 3, 1993 PHASE II Lot y SQ. FT. Acres Lot I SQ. FT. Acres 1 8714.32 0.2001 57 10807.03 0.2481 2 9792.49 0.2248 58 7349.54 0.1687 3 8774.67 0.2014 59 7353.13 0.1668 4 8775.14 0.2014 BO 7356.61 0.1689 5 8775.61 0.2015 81 7360.08 0.1690 6 8776.07 0.2015 62 7383.56 0.1690 7 8776.54 0,2015 63 7179.47 0,1646 8 8777.01 0.2015 64 8418.78 0.1933 9 8777.48 0.2015 65 8984.38 0.2063 10 8777.94 0.2015 66 8645.76 0,1985 11 8778.41 0.2015 67 7800.04 0.1791 12 9385.51 0.2155 68 7801.52 0.1791 13 10813.79 0.2483 69 8236.00 0.1891 14 9360.51 0.2149 70 8001.39 0.1837 15 8875.17 0.2037 71 10686.97 0.2453 18 1 8858.14 0.2034 72 10938.38 0,2511 17 8841.11 0.2030 73 9209.02 0,2114 18 8824.08 0.2026 74 7526.98 0.172E 19 10074.63 0.2313 75 7394.87 0.1698 20 9885.75 0.2269 76 7394.91 0,169E 21 8377.78 0.1923 77 7395.15 0.1698 22 8376.78 0,1923 78 7395.38 0.1698 23 8359.75 0.1919 79 7395.62 0,1698 24 8342,72 0.1915 80 7395.86 0.1698 25 8325.69 0.1911 81 7396.10 0.1698 26 8308.66 0.1907 82 7396.34 0.1698 27 8291.63 0.1903 83 7396.58 0.1698 28 9326.54 0.2141 84 7397194 0,1698 29 26417.83 0.6065 85 8863.59 0,2035 30 12380.54 0.2842 68 12035.07 0.2763 31 9874.15 0.2267 87 14822AB 0.3403 32 9296.27 0.2134 88 18468.28 0.4240 33 9312.79 0.2138 89 11117.41 0.2552 34 1 9329.31 0.2142 90 8377.55 0.1923 35 9345.82 0.2146 91 7329.57 0.1683 36 9362.34 0.2149 92 7337.22 0.1684 37 9378.86 0.2153 93 7344.88 0.1686 38 9395.37 1 0.2157 94 7352.54 0.1688 39 9396.45 0.2157 95 7360.20 0,1690 40 11451.61 0.2629 96 7367.87 0.1691 41 13376.68 0.3071 97 8543.36 0.1961 42 15179.28 0.3485 98 12616,39 0.2896 43 10045.67 0.2306 99 7386.19 0.1696 44 9697.94 0.2226 100 7388.2E 1 0.1696 45 12677.27 0.2910 101 7390.33 0.1697 46 12951.72 0.2973 102 1 7392.41 0.1697 47 8583.15 0.1970 103 7394.48 0,1698 48 10038,03 0.2304 104 7396.55 0.1698 49 7744.19 0.1778 105 7398.63 0.1698 50 9645.60 0.2214 106 7400.70 0.1699 51 9131.03 0.2096 107 7402.77 0,1699 52 10036.84 0.2304 108 7402.25 0.1699 53 8192.40 0.1861 109 1 15376.7E 0.3530 54 7660.75 0.1736 55 8457.97 0.1942 56 8272.48 0.1899 Certificate of Preliminary Survey Accuracy I, Randy Aloenus, hereby certify that this plat correctly represents a boundary survey made or verified by me that all surveying requirements of the State of Arkansas and City of Little Rock Subdivision Rules and Regulations have been complied with and filed for record as required. Date of Execution Registered Professional Land Surveyor No. 1264 Arkansas Certificate of Preliminary Engineering Accuracy I, Raymond Hickey, hereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the City of Lit.,e Rock Subdivision Rules and Regulations have been complied with. Date of Execution Re s e d Professi nal Engineer No.7 Arkansas Certificate of Preliminary Plat Approval All requirements of the Little Rock Subdivision Rules are Regwaoons relative to me preparation and submittal to a preliminary plat have been fulfilied , approval of this plat is hereby granted, subject to further provisions of said rules and regulations. This certificate shall expire Signed, Date of Exacutron Name, L.R. Planning Commission Vicinity Map 1 "= 1000' LEGAL DESCRIPTION A part of lot 1, of Garrett Subdivision of the Northeast Quarter of the Northwest Quarter of Section 5, Township 1 South, Range 13 teat, and a part of 'Tract A' of Garrett Sukkiivtaion of the NortheaA Quarter of the Northwest Quarter of Section 5, Township t South, Range 13 West, Pulaski County Aricalsas, being more fnDy described as follows: Beginning at the Southwest comer of the said Northeast Quarter of the Northwest Quarter and run thence N 02 deg. 16 min. 00 sec. E Idong the West line thereof for a distance of 564.83 fed; run thence S B7 deg. 47 min. 51 sec. E lar a distance of 623.7E feet; run thence N 02 deg. 20 min. 54 sec. E for a distance o1 809.3E feet to the South right-of-way of Baseline Road; run thence S 87 deg. 32 min. 10 sec. E along said r4d-tM--way for a distance of 300.00 fed; run thence S 87 deg. 42 min. 58 sec. E along said South right -of -tray of Baseline Road for a distance of 336.29 feet; run thence 9 01 deg. 39 min. 27 w T for a distance of 570.13 feet; run thence S 02 deg. 41 min. 159ec. T for a distance of 791.63 feet to the Southeast corner of said NEI/4 N11/4; run thence N 87 deg. 45 min. 00 sec. T 6bng the South line thereof for 1263.32 feet to the point of beginning, containing 27.W as ea mare or Mess. S-11-77, leil S O_ CJ7 LIJLd z C LIJ L1J elf LJJ 0 LIJ r Z N � N L1_1 (� < Ln Z O< LiJ tY Cn rn co z .� ¢ Q I (f) N �t N Q : Y Q O ( Lr) `L N O J Oa-, Q Lit � J f- Z � LLJ J U W DATE: 01 /21 /98 SCALE: 1" = 100' PRCkCCT NCk 970020 PACE. 1 of 1