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HomeMy WebLinkAboutS-1172-C Map 2OWNERS / DEVELOPER HUNNICUTT CONSTRUCTION & DEVELOPMENT, INC. 24 PINE MANOR LITTLE ROCK, AR. 72207 INSTRUMENT NO. 97-080286 GENERAL NOTES: * ALL PROPERTY WITHIN THE SUBDIVISION IS ZONED R-2 * BACK OF ALL LOTS SHALL HAVE A 10' DRAINAGE AND UTILITY EASEMENT EXCEPT AS NOTED ' FRONT OF ALL LOTS SHALL HAVE A 10' DRAINAGE & UTILITY EASEMENT EXCEPT AS NOTED ALL LOT COR. RADIUS 20' UNLESS NOTED, ALL E.O.P. RADIUS 25' UNLESS NOTED ALL EASEMENTS SHOWN ARE FOR UTILITY AND DRAINAGE EXCEPT AS NOTED * LOT 86 MIN. FINISH FLOOR ELEV. 306.50 * BACK SETBACK 25' EXCEPT CORNER LOTS 8' ` SIDE SETBACK 10% AVG. LOT WIDTH, UP TO MAX. 8' NOTES: ALL MEASUREMENTS ARE CHORD DISTANCES AND TO THE POINTS OF INTERSECTION WHERE TANGENTS ARE SHOWN. a Na .p O P U ° BASE WE RD. o 0 - p � a EP Q 3 6 Certificate Of OWrieT LEGENDCENTERLINE PROPOSEDRDWY We, the undersigned, owners of the real estate shown and described herein - - - EDGE PVMT PROPOSED RDWY do hereby certify that we have laid off, platted and subdivided, and do hereby - - 25' SETBACK lay off, plat and subdivide said real estate in accordance with this plat. - - PROPERTY LINE ©q- 2-1 -0 ` Hunnicu C struction & Develo ient, Inc. - UTILITY/DRAINAGE EASEMENT Date of Execution Name `-- -� LOT LINE Address:24 Pine Manor Little Rock, r-72207 SET IRON PIN -A_ Source of Title: D.R. Page ***,°s4 } SECTION CORNER Instrument No. 98-022900 r {�f(� ''', l U FOUND IRON PIN $p,:, & LOTNUMBERXX .�,' Certificate of Recording �,Y = °` .N Ak COMPUTED POSITION This document number2001 c:,? rYiyfiled for record -,2 - U 1 . 2001, in Plat Book Page �s 4CJ ' M IR 9 LOT 11 87041`41" E 29 .D2°n(A) I HEREBY CERTIFY THAT THE ABOVE PROPERTY DOES NOT LIE WITHIN A 100 YEAR FLOOD PRONE AREA. SOURCE: CITY OF LITTLE ROCK, FEMA MAP PANEL NO. 050181 0020 E DATED NOV. 3, 1993 THIS SURVEY MEETS OR EXCEEDS THE 1: 10,000 MAXIMUM ERROR OF CLOSURE PER MINIMUM STANDARDS BASELINE ROAD 11n, Rr11ni g on rs Vicinity Map 1 2 1 "= 1000' LOT 12 120.0o_ 25.00' 25.00' S 87047'51" E 623,76' LOT 14 I r5.00' 63.37' 65.00' - _65.00' ( N 87039029/, W 134.49' 1 , 10' EASEMENT - 65.00' 65.02' -�� I - - 65.00' t l 65 �� o' EASEMENT 124 89' LOT 25 Ci ��CD � M11 w 9.61' o a IIj I J ' o �.I - 57 J c> LOT 13�(5-9)120.00' NS 87640'24' E z ' zs, BUILDING SETBACK z z /���� �� LOT 26 10' EASEMENT 66 �I W 55.01' 63.32' 65.00' 65.00' 65.00' 10' EASEKENT � �ti , � / 174 �I CID 9001'33" 65.00' fi5.49' / / oo• 120.00' / �� - -- - WEDGEWOOD CREEK_DRIVE 50' R W i ICI----W- - --- LOT 87 S 8705041" E 488.80' w I_ -------- _-_- - -- LOT 27 Nw 67 o rr! ( Nrl 56.26= o o I 65.00' i 6500' 65.0065.00' _ �6500' 54�10' EASE62.51 - 120.00' Ga'; - 25' BUILDING SETBACK z P w w N �� �� �\ ��' LOT 28 I;� �i 97 95 94 a a i N 92 91 89 z o M N 87039'29" W 127.14" 08 r'i N LIJ 120.38' - I I N I -- N PC EASEMENT N o � \ -_ - _ o 7.5' EASEMENT - , ,o �%5 32 65.00' 65.00' 65.00' I o o - 65.00' 65.00' - W EASEMENT z- o iz" EASEkENT Y 140.32' _ S 87°56'55" E 65.OD' 91.39' _ It N ' IO' EASEMENT -, �\ v - - 109.22' 109.39' 15.00' I 65.00' r z 1 I 65.00' i 69 , ` , 10' EASEMENT-1 - - 65.00' 65.00' 65.00, \ i � I � 109 O 6 �z O 101 S 87040'24" E 136.05'10 r - o� \ _ 04^� F _ 08 W i A/ w �. 70_2� BUILDING SETBACK - u\ ' O _ _ N _ 15.32' - - - - - - - - _ 25 BUILDING SETBACK o R=50 R/W �' LLL 10' EASEMENT L N N - - - - - - - - - - o C�j ' ' \ 65.00' 65.OD' 65.00' ' 65.00- io' EASEMENT - / G� Z - A _ - -- �`-, sS.Do' sS.oD' - 12.50 _ ' R /W J_ _ - _ 4 S - 65.00' 52.52' IDEWALK TYP e=40CUxB WEDGESIDE DRIVE 50 N 87°55'14 W 652.85' � 22 65.00' O _ 9'-----65..0_0- - 65.00' - 65-.00' 13.3- _ 6_5.00' 65.00, -I - -6'.00-' L - - - -.00' - - -- - -65.00' _ S_4.45' 5.45 10'65 5 EASEEENT 10.56' S BUILDING SETBACK - - - - -- - - - o N M 75 76 M 46.59' $ o I 79 N 80 81 N 83 L m 82 o 20' EASEMENT z r 178.4i' ]0' EASEMENT o 64.71' 0"5.00' 65.00' 32 N 65 00 65 00' -- - 65.00' - - �' Found No.5 Rebar �5.00' 10' EASEMENT N 87°55'02" W 1170.54'-(A) , s5 00' �5_00' 65 flo' _ S.W. Corner, NEl/4, NWl/4, Section 5,-65.00' 97.16' 115.26 T-1-S, R-13-w. N 8704500" W-(D) ** BASIS OF BEARING WAS ESTABLISHED BY USING PAGIS MONUMENT NO.2069 AND AZM MK 2069. NAD 83 PAGIS INFORMATION PT # N. E. ELEV. DESC. lx1 TE °° °°° 42 121947.987 1184790,674 304.38 FOUND #4 REBAR °°°° �STAT 105.628 OF° N1! ;, STATE of °°°°° 2269 1222268 1184587.692 SET #4 REBAR/CAP RL S#1264 ° ° ARKA. °_ 2081 122242.950 1184610.900 SET #4 REBAR/CAP RI: S#1264 No 1 °° 2082 122278.867 1184612.374 SET #4 REBAR/CAP RI S#1264 0 2083 122284.062 1184485.343 SET #4 REBAR/CAP RY, S#1264 o O a 2174 122423.886 1184317.099 SET #4 REBAR/CAP RLS#1264 o S'cNAMv 0 2220 122518.684 1184306343 SET #4 REBAR/CAP RI-S#1264 wift- J� °°° �V o 1033 122524.180 1184171.967 SET #4 REBAR/CAP Rb' S#1264 y ALBEgo 12 123332.881 1184205.131 314.72 SET PAGIS MONUMENT 2089-0211 9 123320.816 1184504.808 311.26 FOUND #5 REBAR AL 51 123307.796 1184841.257 307.47 SET PAGIS MONUMENT 2089-0212 49 122737.972 1184826.077 303.87 FOUND POST 1032 122548.152 1183548.668 SET PAGIS MONUMENT 0211-0266 32 121993,905 1183528.059 318.35 SET PAGIS MONUMENT 0211-0267 ,�--EDGE EXIST. PVMT. 526 122109.23 1183650.51 FOUND STONE - PHASE II jp]7'4{27'jS" 5j��6.gJ9�'-0) correctly shown hereon and that all surveying requirements of l V;y' `` IG ,e e '& "ftUi ie n7' I ?4jt r, ` Certificate of Surveying Accuracy I, Randy Alberius, 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 Little Rock Subdivision d Regulations hav complied with. Date of Execution Registered Profe clonal Land Surveyor No. 1264 Arty, rsas Certificate of 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 Little Rock Subdivision Rules and Regulations have been complied with. { M-2t -off %t-x-�J LL Date of Execution Regis ed Professional Engineer No.7730 Arkansas 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. 2/ �1 Date of Execution Name, L R Plannin Commies' LOT 33 LOT 32 LOT 31 LOT 30 DETENTION - POND N 8704500" W-(D) N 8705602" IN 92.91'-(A [22b$ I Found No.5 Rebar S.E. Corner, NE1/4, NW1/4, Section 5, T-I-S, R-13-W. 0 A In C:) O e �- rn COM o CD ME Q � 00 CO i ti 00 [{) Ln T- q O O Uco Lot # O SQ. FT. Acre 57 10779,22 0 2475 58 7376.70 01693 59 7353.13 0.1688 60 7356.61 0.1689 61 7360.08 0.1690 62 7363.56 0.1690 63 7179.47 1643 0.1643 64 8418.78 0193 3 65 8984.38 0 2063 N 864576 0.1985 67 7800.04 0.1791 68 7801.52 0.1791 69 8236.00 01891 70 800139 0.183i_ 71 9629.87 0,221 t 72 11995.48 0.2754 73 9209.02 1 0.2111 74 7526.98 01728 75 7394.67 0.1698 76 7394.91 0.1693 77 7395.15 0.1698 78 7395.38 0.1698 79 7395.62 0.1698 80 7395.86 0.1698_ 81 7396.10 01693 82 7396.34 01698 83 7396.58 01698 84 7397.94 01698 85 8863.59 0.2035 86 12035.07 0.276 88 18468.28 0,4240 89 11117.41 0.2552 90 8515.97 0,1955 91 7189,50 01650 92 7337.22 01684 93 7344.88 01686 94 7352.54 0.1688 95 7360.20 0.1690 96 7367.87 0,1691 97 8543.36 0.1961 98 12616.39 0.2896 99 7386,19 0.1696 100 7388.26 01696 101 7390.33 0.1697 102 7392.41 0.1697 103 7394.48 0.1698 104 7396.55 01698 105 7398.63 01698 106 7400.70 01699 107 7402.77 01699 108 7402.25 01699 109 15376.78 0.3530 Legal Description: A Part of Lot 1, of Garrett's Subdivision of the NE 1/4 of the NW 1/4 of Section 5, Township I South, Range 13 West, and a pall of "Tract A" of Garretes Subdivision of the NE 1/4 of th eNW 1/4 of Section 5, Township 1 South, Range 13 West, Pulaski County, Arkansas, being more full de scribed e scribe d as follows: Commencing at Southeast corner of the said Northeast Quarter of the Northwest Quarter and run thence N 87055'02" West 92.9l' to a set #4 rebar/cap said point being the Point of Beginning; thence North 87°55'02" West a distance of 1 170.54; thence North 02°07'46" East a distance of 554.63; thence South 87°47'51" East a distance of 623.76; thence South 87°39'29" East a disiance of t34,49; thence South 06°28'25" East a distance of 95.41; thence South 50°16115" East a distance of 218.76; thence South 87°39'29" East a distance of 127.14; thence South 02°20'31" West a distance of 35 95; thence South 09035'40" West a distance of 139.27; thence South 35°' 1'28" East a distance of 189.54 to the Point of Beginning; containing 12,418 acres or 540944.21 square feet more or less. NE 1/4, NW 1/4 12.418 Acres CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD D]RECTICN CHORD LENGTH C1 M.00 163.57 62°28'38' N 60°55 0 E 155.58 C2 150,00 126.30 48"14'34" N 67°57 29 E 122.60 C3 I50.00 235.75' 90°03'00 N 42*53 44 ` W. 212.22 P.O.C, 42 50 0 50 100 - -- Seale 1" = 50' `VVVuw I uwtA�A� ,•�` �E REG7 O; y CENTRAL •-. i Q ARKANSAS Z ENGINEERING S IE�G`a\\��. 1 P- STATE Op �,ARK NS S ' x s E P F SSI(}NA'L ENGINEER `P4, N� 773 � ►g FINAL PLAT Si e BY: j / nATC. (wT.I-7 h Cn C Q Cn z N dUv-i rq �Y O W a z W U DWG BY: RE DESIGNED BY: RA/ RH DATE: 09/07/01 150 SCALE 1" = 50' PROJECT NO: 970020 PAGE: OF 1 i s-II7L -�