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HomeMy WebLinkAboutFinal Plat_S3 V1SCALE 60 0 30 60 60 ( FEET ) 1 INCH = 60 FT. S_89°4TO8" E 246.67' N 89°47'08" W 310.96" , wN 89°47'08" W 548.79' w �I N 89°47'08" W 310.96' 101 N 8-9o47 IF W 309.29' SKYBREAK SUBDIVISION NO.1 z N Ncl� / �'yti IS 13� �i ytih A5 �\ r 8 \ �s� c --S 89°47'08" E 111.85'- l 92 \ I I 19.5' 19.5 � 1 r of to �d Nof o M of 8 to 101 �I I� r - � 50.00' 50. 00' 50.00' I f I l 1 Ir I � I I O I O I O I I ti I ti I 12 w 13 w 14 N I N I N I I I o I o I o j z I z I z I L___I I __J I______I I 50.00_' S0._00' I I 00 10 S 89°47'O8" E 150.00' t 55 23.65' SDAO' I I I I I I I I I 1 I � 0 11 II I I I I I 50. 00' Ir----S 89°47'08" E 133.31'---7 I �M 01 g `h �! BLOCK 3 L - - - - - - - - - - - - - - 3.50' N 89°56' 50.00' 50. 00' I r 1 I I I p i R N I N I w 15 j w 16 I j h I h I ti I N I I I o I o I I I z 1 z I I I I I 50.00' 25.35'� C56 PRIVA08" E 9TE � S 9°47'dtrl C0. 00, S 89°47'0B" E 99.00' C • 1" E 618.82' 129.99' r.r w N z L. 17 Q. L 1 ___- J -SB9047'08"E 105.00'-. . o l of 91 o 0o N 15.50' W r- 589°9T08"E 111.85`-� I 19.5' r-S 89°47'08" E 105.00'-J N of to ] I I 10'(TYP) _-Ito 0 a I J 01 cl 93 v r-S89047'08"E 105.00'-� z---------------J 1 of ' �I 90 to L-S89°47'08"E 10500'-J --589°4TOS"E 111.85`- � � I- H 41 Is o I 6 to '^I I"' ­S89°47'08"E 105.00"_' 94 1 o of to �_ o i `^ Y\1- of 89 �Io of NIo 2I I� L -589°47'08"E 105.00'-" --S89°47'08"E 111.85'--1 M wIN r- of to of 5 to -----�J �I 589°4T08"E 105.00`^�� of o of 95 to o of 88 ? l o vl c --S 89°47'08" E 111.85'--, vl Iv L_S89°47'08"E 105.00'-J Io h1 h I I of of 4 0 of to L _J I- r-S 8904708"E 105,00'-I L J h of 96 to o I r--S89°47'08"E 111.85'---1 '" of 87 ; Io I oo I �6 • o`nf °----- JvpjL-S89°47'O8"E 105.00'- -o14.5 19.510'(TYP) �j�t_ovo h 1f10'(TYP) fS 8947'08" E 105.0097 N89°47'08"W 84.38'o_-S89°4708"E 111.85'--J 2 � BLOCK 3 M L_ 5 89°47'O8" E 105.00' 1 Cy0 N 89°47'08" W 172.00' 11574 11719721 \9 OF 'o' BLOCK 3 1 N I W o E. BINGLEY LANE (PRIVATE) • N ' N 89°47'08" W 172.00' �-- S 89°47'08" E 90.00' <p` Z L14 • 50.00' 40.00' x o o a � 0 103 ;� j 102 w rn U o N o pL------J � I L------ z o � o ♦, o o 6. z 50. 00' 50. 00' ' 14.50' 106.00' L_ Nr �1 I 0 S 89°47'O8" E 105.00' 66 16 o of 98 PI MI N 89°97'08" W 105.00' o p L-N89147'08"W 105.00'-, I ° f 85 �io of gg I L-N 89°4T08" W 105.00' °p p rn, L 1N 8947'08" W 105.00' CQ I I I -- 84 io of 100 io �I� I �-N 89°47'O8" W 105.00'-�I -N 89°47'O8" W 105. 00} 19.5' 19.5 00' N 89°47'08" W 182.00' 6.00' I 83 1, I / SHEET c,. �r,uru\.nvn.�i , Crn.ivt>.irr7 E, 182. 00'0' O1 ~�sI V0. S 89°47'08" ------------ E 210.00' 57 19.5' ------ 05.00------ r----- 105.00------3 I� I of 58 72 to P L-S89047'08"E 105.00'-I L N 89°47'08" W 105.00' J BLOCK 3 WASHINGTON AVE. T T Ni 59 � 71 1METT, ID 83617 I - 208) 398-8104 , L-S 89°47'SS"E 105,00,-J L LS89°47'SS"E 105.00'r" SHEET 4 20 188.83' s \ N� s� 19 cs m N� aA -----S 89°47'08" E 194.10--------:, --------------------------- 21 ♦\r7 ♦ -------N89°47'08"W 270.64-------------- �� ---------------- 22 N 89°47'08" W 360.76' ------- --- BLOCK 3 23 BOOK , PAGE LEGEND SUBDIVISION BOUNDARY LINE LOT LINES SECTIONAL LINE CENTERLINE PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT EXISTING DEED OR LOT LINE FOUND 518" REBAR/CAP AS NOTED FOUND ALUMINUM CAP SET 518" REBAR/CAP PLS 11574 SET 112" REBAR/CAP PLS 11574 CALCULATED POINT LOT NUMBER c� s� m S 89°47'08" E 149.30' '^\ 19 \N ti \ 69h 65�i \\ � ti ti�i 'S / / n 29 ti \p 35_44__ �f 5'(TYP) 24 I 30 25 26 27 N 28 I ti l ti l I I N- o p ° Z Z � � i oo I i � �^ ,•�4 �I �___________- ------------ ___________� �___________J '^ 80.00' 80.00, 80.00, 80.00, 15.50'C32 340.50' • • ` S 89°4� 7'0��.00' E. ENGLEHART LANE (PRIVATE)• �'.� �✓ ,/' SHEET 4 car „o \ \ w \ SEE SHEET 4 OF 6 FOR LINE & CURVE TABLES • 750 L____ r I I L - 5 89°47'08" E 299.44' 24.00' 80.00' 80. 00' 80.00' _______________ ____5'(TYP) I I I I I I I I I I BLOCK 3 31 I�t n o 0 I SHEET 4 4