Loading...
HomeMy WebLinkAboutZ-5150-B Map 10. NIS= I O1 001 . 1 108.5' cn 003.02 5 ! 102.25' +� 26 25 rn 002.00 a � n 0 1 N N m 001.00 O o 7 19 23 102.6' 16 21 0 0 W ro 102.17' 00 m ^ rn °r' p 076.00 O 0 0 Q.o 0 0 N � N M N O N O O 15 102.25' 17 102.6' 16 073.00 o 0. r_ ,- W ro 102.17' 00 m ^ rn °r' p 076.00 O 0 300' �_- Ing IA, 103' 077.00 300' 071.00 11 , -� ui�-/.vu 1� FM ut 311.15' ., 040.00 5520-01 C 311.5' 112.41' o `" o 073.00 `¢ %1 074.00 311.6' _ ;� 0 �, o n O 102.17' 00 m ^ rn °r' p 076.00 148 075.00 311.8' 300' �_- 4 �1 FM ut 311.15' ., 040.00 5520-01 C 311.5' 112.41' o `" o 117.71' 0 0 tOz.17 0 n o a, U) Iv rn 0 K) o 0 v o � OD K) m 0 N o N O - o 0 N ao r- ;� 0 �, o n O 102.17' 00 m ^ rn °r' p 114 4 o m ^ N ^ 635.8' I 078,00 311.8' 4 `:9 077.00 300' 305.3' In 50� 45L-001.00- rn rn to M rn - 0 r7 °' to 0 0 p1 r7 0 0 0 0 - 0 O1 e� 079.00 `/: 080.00 g 041.OD 5520-02 o 36 o r 35 33 31 29 102.1' 27 102.9' 1 p 344,6' �; 305' 3.11.5' . 112.65' 117.6' 102.1' o V a09 r 84p v p o 030 312.3' _ 1 45L3 fl 1.00- 071.78' 59.2' 7 6 5 � 69.2' �5 025.01 24'ALLEY 0 07.9 0o r7 r om n 0 cl 5800-01 �I o¢ ,��25 J-710'0 0 026 027. 028. 029.O 0 N 0 1 O N< O N 0 -4 081.00 s 7 LO 45L-001.00- - OUId - 42.00 �'`1 LO � 45L-001.00-045.00 oz= 19fi.7 n 0 - \5? 025.02 + t n 5552-00 r) A 5570-02 OEU 132' 132' 312.3' 186' 5800-00 300' `V 5 AC 4�rlo� 120 120' 1-r 0' 137.76' 137.76' 7,307 AC 137.76' 147x i 05' 105' S' i 05' ; C "1.7' 104 In 103 82 0' �0 012.00 017.00 3316-06 n 016.00 N A 015.00 3316-05 011,00 j.4. 0 104. 0$5, o ^ ,A 082. '- 3316.01 to ^ 3316-04 $ . 105 8 102 83 r' 80 J 135.16' 135.16' 135.16' 135.16' 1L 106 103. 84086' 081, 79 120' 120' J 11� 10� ' `9J `8J - m 3316-02 107 100 85 78 2.5 AC 'f34.99' w 1-10. 101. 088. _ LU 108 �,t 99 86 079. E + 001. } NOR 13 45L-001.04 I 35' •26' s ' 002.00 635.8' Ln 001. . 494.92' 4 109.£5'F' 502.2' k m 2.75 AC �y } 396' f o 45L-077.00-023.00 b 3362-02 1 AC 45L-077.00-022.00 1 0 3362-01 2 AC 594' i o 0 0 C O g O O O' 0 r') 046.00 047.00g °D ui r c 5570-03 5570-04 0 0 0 0 0 m -p 7. ❑-018.00 C14 4.41 AC I _ i 635.8' 494.92' i150' n 020.00 ^ 45L-077,00-021.00 3336-02 3336-03 1.99 AC o ^ 644.92' ` I j 45L-077.00-019.00 0 3336-01 k m 2.75 AC �y } 396' f o 45L-077.00-023.00 b 3362-02 1 AC 45L-077.00-022.00 1 0 3362-01 2 AC 594' i o 0 0 C O g O O O' 0 r') 046.00 047.00g °D ui r c 5570-03 5570-04 0 0 0 0 0 m 37.7ty 100' 105 105' 105" 10 tN W(DM 94.5' 185 d0' 68.5' m a7q cy m oo O m ai ap r- h o V a09 r 84p v p o 030 071.78' 59.2' 7 6 5 � 69.2' 24'ALLEY 0 07.9 0o r7 1 f 70' 70' 70' 12 T 3 14 15"' om n 0 cl o v ti o o¢ ,��25 J-710'0 0 026 027. 028. 029.O 0 N 0 1 O N< O N 0 -4 N s 7 LO .9' 70' 70' 0 o � rn �'`1 LO � In T oz= 19fi.7 n rM'i n "� n °? r) A OEU 132' 132' 922' 186' }S 120 120' 1-r 0' 137.76' 137.76' 137.76' 137.76' n 106. r 105. 084. 4 ^ co m 083. o r' 81 104 In 103 82 0' �0 012.00 017.00 3316-06 n 016.00 N A 015.00 3316-05 014.00 3316-03 115 107. o 0 104. 0$5, o ^ ,A 082. '- 3316.01 to ^ 3316-04 $ . 105 8 102 83 r' 80 J 135.16' 135.16' 135.16' 135.16' 1L 106 103. 84086' 081, 79 45L-077,00-013.00 109.F-.102. 087, 080. m 3316-02 107 100 85 78 2.5 AC w 1-10. 101. 088. LU 108 �,t 99 86 079. 77 W 1 1 J1. 100. 089. 98 87 z 109,( 078. ��1 f J 76 45L-077.00-024.00 f 10 09997 88 090. (� 077. 3362-03 113. 098. 091. + 75 7 AC 111 96 89 076.74 097. 092. 112 I 95 90 i I -7r, PROP COR 0.58'W FENCE COR 10' Easement ti Renfro, Robert/Stephanie 2275 Riverfront Lane Humphrey, AR 70073 2012001749 EAST L97.39- �0 A I 0 roti 0 y�°`, 4'X4' Conc Mon !^ I as _ _ _i— �. n'x4' Core Man Ciel l ro Ig� - pmm- 19 DRAIN l� N gam_ IE� a)- JD&E CU cu 2908 S. University Ave w w x `� Little Rock, AR 72204 X15 �l DRAIN o Deed 2011035741 ti �! 1 z I w Ar 10 1 00 0 Porch tco:s x �`CO88 �.4 0 V 5 r o x o¢ 1 O r �� o f c Blk e _ SH& Ga 4 `� o 5 � ❑ Office ti9°� 11 20UnTts o'x) 0' f 50' Building Set Back HC I � Asphalt gyp, S89052'00"W 304. 36' r•,,.,.. Q..4 MABELVALE CUTOFF �n1 MOON! N 0 « Q,N a" � r J $ 11NlvE' ti U a « Sm OD u U SNILUFI 42 or MANAS @� x a 4�A R1DG Clk - 3 � CHICKArt�Va KZNNESAW MO11NfAiN CT op. T. M oxron J m X03 — —rr -- _ 7 •:•••••�,••••••••, a. .... YVYY...Y..a w ..%.I %'WY a/va�Vrlac.v, a110 VGI LIMAULV W hereby executed under the iutfiority of said Rules and Regulations. Date of Execution Cr LU U - a M Little Rock Planning Commission 10' Easement LOT 2R AND LOT 3 N , zuuu in viat BOOK Nage (Signed) Renfro, RoberuStephame 2275 Riverfront Lane (Name) Humphrey, AR 70073 EAST 497.39' 2012001749 EAST 304.0' _ �I E a) toCA ca Ca W w � r rn col ao N W H 3 k 01 MABELVALE CUTOFF 7' 50' Building Set Back S89052'00"W 304.0 Clerk E 4Xr Conc Mori 'xd' Conc Eton JD&E 2908 S. Unii Little Rock, , Deed 2011 M N 6 00 N 0 0 We, the ui o ceritify thc- U) subdivide Date of E) Instrument I, Troy E by me, G Rules ai O 3SMH Date of N — • Found Monument —� Set No. 4 Rebar —orb- Overhead Power Line Power Pole Q 66MH Sanitary Sewer Manhold —a Water Valve —0 Water Meter Gas Meter 4X4,Conc Mon IN ro —� Water Valve 6 —� Water Meter M Gas Meter p Z Fire Hydrant Q O U Keltner Commercial Sub APS Investments LLC = v 10423 Chicot Rd Little Rock,m AR 72209 Cr LU U - a M Little Rock Planning Commission 10' Easement LOT 2R AND LOT 3 N , zuuu in viat BOOK Nage (Signed) Renfro, RoberuStephame 2275 Riverfront Lane (Name) Humphrey, AR 70073 EAST 497.39' 2012001749 EAST 304.0' _ �I E a) toCA ca Ca W w � r rn col ao N W H 3 k 01 MABELVALE CUTOFF 7' 50' Building Set Back S89052'00"W 304.0 Clerk E 4Xr Conc Mori 'xd' Conc Eton JD&E 2908 S. Unii Little Rock, , Deed 2011 M N 6 00 N 0 0 We, the ui o ceritify thc- U) subdivide Date of E) Instrument I, Troy E by me, G Rules ai O 3SMH Date of nie Q70 3040' I LF Asphalt NEW CLAY SIDESLOP] Compact in Benchedy 12" ADD 6 IFT TO LOW SPOT 10'w x 20' Compacted Clay RECONSTRUCT N --- DETENTIO 788 cf POND 100 - r OVERFLOW Grouted RipYap EL 292.0 10'w X 201, 1.5H:1V Sides 5'w Flat Bo4om IS & 4" Conc ApYoh TOP BERM (F'w) EL Varies Match Ex Grade at Ends � y CP1 _1\ J G UTED 1 7 - X 10'L AT,DOUTLET 00 (LJ .6-) BASE T "< 0 J m � e DUNCPN DR 0 LIJ � TEDBURN DR ►w- w o CROFTON 00 Z �O 0. FF S University Ave Rock, AR 72204 2011035741 A MO( 0 M PIN r J J FL w Q w FAJRw00C mffig w4gla.. — 0 E 0 788 cf POND 100 - r OVERFLOW Grouted RipYap EL 292.0 10'w X 201, 1.5H:1V Sides 5'w Flat Bo4om IS & 4" Conc ApYoh TOP BERM (F'w) EL Varies Match Ex Grade at Ends � y CP1 _1\ J G UTED 1 7 - X 10'L AT,DOUTLET 00 (LJ .6-) BASE T "< 0 J m � e DUNCPN DR 0 LIJ � TEDBURN DR ►w- w o CROFTON 00 Z �O 0. FF S University Ave Rock, AR 72204 2011035741 A MO( 0 M PIN r J J FL w Q w FAJRw00C