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Revised Legal Description Engineering North West, LLC 423 N. Ancestor Place, Suite 180 Boise, Idaho 83704 (208) 376-5000. Fax (208) 376-5556 Project No. 02-043-01 Date: February 16,2005 BAINBRIDGE SUBDIVISION TOTAL ANNEXATION DESCRIPTION (REVISED) A parcel of land located in the E 1/2 of the NW 1/4. and the NE 1/4 of Section 27, T. 4 N., R. I W., BM., Ada County, Idaho and being more particularly descJ:ibed as follows: Commencing at the section comer common to Sections 22, 23, 26 and 27 of said T. 4 N., Rl W.; Thence South 00°20'42" West, 1499.66 feet on the section line common to said Sections 26 and 27 to the REAL POINT OF BEGINNING; Thence continuing South 00°20'42" West, 627.91 feet on the section line common to said Sections 26 and 27; Thence leaving said section line, North 86OZ1 '29" West, 465.83 feet; Thence South 07°13'40" West, 104.07 feet; ~ence South 61°03'36" East, 338.99 feet; Thence South 51°58'47" East, 195.68 feet; Thence South 89"39'18" East, 25..00 feet to a point on the section line common to said Sections 26 and 27; Thence South 00"20'42" West, 147.72 feet on the section line common to said Sections 26 and 27 to the 1/4 Section comer common to said Sections 26 and 27; Thence leaving said section line, North 89°21'06" West, 2651.02 feet on the east-west mid-section IiIle of said Section 27 to the Center 1/4 Section comer of said Section 27; Thence North. 89°20' 14" West, 1324.91 feet on the east-west mid-section line of said Section 27 to the center-west 1/16 th section comer of said SectiOli 27; Thence leaving said mid-section line, North 00°27' 19" East. 1318.77 feet on the westerly boundary line of the SE 1/4 of the NW 1/4 of said Section 27 to the Northwest comer said SE 1/4 of the NW 1/4; Thence South 8~18'50" East, 330.98 feet on the northerly boundary line of said SE 1/4 of the NW 1/4; Bainbríd¡¡e Toral_úOQ o.""doc Page 1 of) Thence leaving said northerly boundary line, North 00°26'53" East, 1318.56 feet to a point on the section line common to said Sections 22 and 27; Thence South 89°17' 17" East, 992.76 feet on the section line common to said Sections 22 and 27 to the 1/4 section comer common to said Sections 22 and 27; T~ South 89° 1'7'35" East, 51.46 feet on the section line common to said Sections 22 and 27; Thence leaving said section line, South 00°42'31" West, 137.74 feet to a point of curve; Thence 39.73 feet on the an: of a curve to the right, said curve having a radius of 102.00 feet, a central angle of 22°19'09" and a chord distance of 39.48 feet which bears South 11°52'06" West; Thence South 23°01'40" West, 7.13 feet to B point of curve; Thence 29.30 feet on the arc of a curve to the left, said curve having a radius of 78.00 feet, acentrBI angle of21 "31'35" and a chord distance of 29.13 feet which bears South 12°15'53" West to a point of reverse curve; , Thence 322.80 feet on the arc of a curve to the right, said curve having a radius of 1928.73 feet, a central angle of 09°35'21" and a chord distance of 322.42 feet which bears South 06°17'46" West to a point of reverse curve; Thence 589.56 feet on the arc -of a curve to the left, said curve having a radius of 646.53 feet, a central angle of 52°14'50" and a chord distance of 569.34 feetwmch bears South 15001 '58" East to a point of compound curve; Thence 183.84 feet on the an: of a curve to the left, said curve having a radius of 276.00 feet, a central angle of 38°09'49" and a chord distance of 180.46 feet which bears South 60°14'17" East; Thence South 79°19'12" East, 60.84 feet; Thence 171.42 feet on the an: of a curve to the left, said curve having a radius of 380.00 feet, a central angle ofZ5°50'48" and a chord distance of 169.97 feet which bears North 87°45'24" East; Thence North 74°50'00" East, 112.27 feet to a point of curve; Thence 199.56 feet on the arc of a curve to the right, said curve having a radius of 1100.00 feet, a central angle of 10°23'39" and a chord distance of 199.28 feet which bears North 80°01'49" East to a point of reverse curve; BaillbriÒJ!" Total A.....uon Dc8c,doc Page 2 00 -------'~" ' Thence 29.52 feet on the arc of a curve to the left, said curve having a radius of 20.00 feet, a centtal angle of 84"34'45" and a chord distance of 26.92 feet which bears North 42°56'17" East; Thence North 00"38'54" East, 34.10 feet; Thence South 89°21"06" East, 50.00 feet; Thence South 00"38'54" West, 27.92 feet to a point of curve; Thence 32.32 feet oil the arc of a curve to the left, said curve having a radius of20.00 feet, a central angle of 92°35'31" and a chord distance of 28.92 feet which bears South 45°38'51" East to a point of reverse curve; Thence 852.23 feet on the arc of a curve to the right, said curve having a radius of 1411.37 feet, a central angle of 34°35'49" and a chord distance of 839.34 feet which bears South 74°38'42" East to a point of reverse curve; Thence 735.55 feet on the arc of a curve to the left, said curve having a radius of 1350.00 feet, a central angle of 31 ° 13'04" and a chord distance of 726.49 feet which béars South 72°57'20" East to a point of compound curve; Thence 18.09 feet on the arc of a curve to the left, said curve having a radius of 68.00 feet, a central angle of 15°14'31" and a chord distance of 18.04 feet which bears North 83°48' 53" East; Thence North 76°11 '37" East, 28.27 feet to a point of curve; Thence 22.72 feet on the arc of a curve to the right, said curve having a radius of 92.00 feet, a central angle of 14°09'05" and a chord distance of 22.67 feet which bears North 83°16'09" East; Thence South 89"39' 18" East, 141.23 feet to the real point of beginning. Said parcel contains 152.68 acres more or less. FEB 282005 Rþ. W AP.P,VA. Lr BY ~ .() MERIDIAN PUBLIC WORKS DEPT. James R. Washburn. PLS -ge Toœ¡ _xalion Desc.doc Page 3 or3 Engineering North West, LLC 423 N. Ancestor Place, Suite 180 Boise, Idaho 83704 (208) 376-5000 . Fax (208) 376-5556 Project No. 02-043-01 Date: February 22, 2005 BAINBRIDGE SUBDMSION R.8 ZONE DESCRIPTION (REVISED) A parcel ofland located in theE 1/2 of the NW 1/4, and theNE 1/4 of Section 27, T. 4 N., R 1 W., B.M., Ada County, Idaho and being more particularly described as follows: Commencing at the section comer common to Sections 22, 23, 26 and 27 of said T. 4 N., Rl W.;' '. Thence South 00°20'42" West, 1499.66 feet on the section line common to said Sections 26 and 27 to the REAL POINT OF BEGJNNING; Thence continuing South 00°20'42:' West, 627.91 feet on the section line common to said Sections 26 and 27; Thence leaving said section line, North 86°21'29" West, 465.83 feet; Thence South ú7°13'4O" West, 104.07 feet; Thence South 61°03'36" East, 338.99 feet; Thence South 51 °58'47" East, 195.68 feet; Thence South 890)9' 18" East, 25.00 feet to a point on the section line common to said Sections 26 and 27; Thence South 00°20'42" West, 147.72 feet on the section line common to said Sections 26 and 27 to the 1/4 Section comer common to said Sections 26 and 27; Thence leaving said section line, North 89°21'06" West, 2651.02 feet on the east-west mid-section line of said Section 27 to the Center 1/4 Section comer of said Section 27; Thence North 89°20'14" West, 1324.91 feet on the east-west mid-section line of said Section 27 to the center-west 1/16 th section comer of said Section 27; Thence leaving said mid-section line, North OOOZ7'19" East, 1318.77 feet on the westerly boundary 1íne of the SE 1/4 of the NW 1/4 of said Section 27 to the Northwest comer said SE 1/4 of the NW 1/4'; Bainbrid¡¡° R.8 ZonÞ Dos<.doo Page 1 of 4 Thence South 89°18'50" East, 330.98 feet on the northerly boundary line of said SE 1/4 of the NW 1/4; Thence leaving said northerly boundary line, North 00°26'53" East, 1318.56 feet to a point on the section line common to said Sections 22 aDd 27; Thence South 89°17'17" East, 345.00 feet on the section line common to said Sections 22 and 27; Thence leaving said section line, South 00°26'53" West, 414.76 feet; Thence South 89° 17' 29" East; 607.1 6 feet to a point of curve; Thence 206.16 feet on the an: of a curve to the left, said curve having a radius of 1868.73 feet, a central angle of 06°19'16" and a chord distance of 206.06 feet which bears North 04°36'42" East to a point of compound curve; Thence 23.80 feet on the an: of a curve to the left, said curve having a radius of 78.00 feet, a central angle of 17OZ9'08" and a chord distance of 23.71 feet which bears North 07°17'29" West; Thence North 16°02'04" West, 14.65 feet to a point of curve; Thence 29.81 feet on the arc of a curve to the right, said curve having a radius of 102.00 feet, a central angle of 16°44'34" and a chord distance of 29.70 feet which bears North 07°39'46" West; Thence North 00°42'31" East, 142.26 feet to a point on the section line common to said Sections 22 and 27; Thence South 89°17'17" East, 36.54 feet on said section line to 1/4 Section comer common to said Sections 22 and 27; Thence South 89° 17'35" East, 51.46 feet on the section line common to said Sections 22 and 27; Thence leaving said section line, South 00°42'31" West, 137.74 feet to a point of curve; Thence 39.73 feet on the arc of a curve to the right, said curve having a radius of 102.00 feet, a central angle of 22°19'09" and a chord distance of 39.48 feet which bears South 11 °52'06" West; Thence South 23°01'40" West, 7.13 feet to a point of curve; Bainbridge R.8 Zone Do"'-doc Page 2 of 4 ----- Thence 29.30 feet on the arc of a curve to the left, said curve having a radius of 78.00 feet, a central angle of 21 °31'35" and a chord distance of 29.13 feet which bears South 12°15' 53" West to a point of reverse curve; Thence 322.80 feet on the an: of a curve to the right, said curve having a radius of 1928.73 feet, a central angle of 09°35'21" and a chord distance of 322.42 feet which bears South 06°17'46" West to a point of reverse curve; Thence 589.56 feet on the arc of a curve to the left, said curve having a radius of 646.53 ' feet, a central angle of 52°14'50" and a chord distance of 569.34 feet which bears South 15"01' 58" East to a point of compound curve; Thence 183.84 feet on the an: 'of a curve to the left, said curve having a radius of 276.00 feet, a central angle of 38°09'49" and a chord distance of 180.46 feet which bears South 60°14'17" East; Thence South 79°19'12" East, 60.84 feet; Thence 171.42 feet on the an: of a curve to the left, satd curve having a radius of 380.00 feet. a central angle of 25°50' 48" and a chord distance of 169.97 feet which bears North 87°45'24" East; Thence North 74°50'00" East, 112.27 feet to a point of curve; Thence 199.56 feet on the an: of a curve to the right, said curve having a radius of 1100.00 feet, a central angle of 10°23'39" and a chord distance of 199.28 feet which bears North 80°01'49" East to a point of reverse curve; Thence 29.52 feet on the an: of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 84°34'45" and a chord distance of 26.92 feet which bears North 42°56' 17" East; Thence North 00°38' 54" East, 34.10 feet; Thence South 89°21 '06" East, 50.00 feet; Thence South 00°38'54" West, 27.92 feet to a point of curve; Thence 32.32 feet on the arc of a curve to the left, said curve having a radius of 20.00 feet, a central angle of 92°35'31" and a chord distance of 28.92 feet which bears South 45°38'51" East to a point of reverse curve; Thence 852.23 feet on the arc of a curve to the right, said curve having a radius of 1411.37 feet, a central angle of 34°35'49" and a chord distance of 839.34 feet which bears South 74°38'42" East to a point of reverse curve; Bainlnidge R-8 Zoo. [)ese.doc Page 3 of 4 Thence 735.55 feet on the arc of a curve to the left, said curve having a radius of 1350.00 feet, a central angle of 31013'04" and a chord distance of 726.49 feet which bears South 72057'20" East to a point of compound curve; Thence 18.09 feet on the an: of a curve to the left, said curve having a radius of68.00 feet, a central angle of 15014'31" and a chord distance of 18.04 feet which bears North 83048'53" East; Thence North 76011 '37" East, 28.27 feetto a point of curve; Thence 22.72 feet on the an: ora curve to the right, said curve having aradiusof 92.00 feet, a central angle of 14009'05" and'a chord distance of 22.67 feet which bears North 83016'09" East; Thence South 89039.'18" East, 141.23 feet to the real point of beginning. Said parcel contains 146.83 acres more or less. PREPARED BY: Engineering NorthWest, LLC ~i'J¡>'\. ¡>."I'~ \\~\ \ ~'lI~~ ~£.'ð ~ù'ðv.C ~\\\O\~o",""\. \Ii'tl°l'l James R. Washburn, PLS Bainbridgn a-s Zone Deoc.doc Page4of4 Engineering North West, LLC 423 N. Ancestor Place, Suite 180 Boise, Idaho 83704 (208) 376-5000 . Fax (208) 376-5556 Project No. 02-043-01 Date: February 22, 2005 BAINBRIDGE SUBDIVISION L.O ZONE DESCRIPTION (REVISED) -Apm'Cel-of-land located-in-the-NE-i/4 of-the-NW-114-of -Section-27r1'.-4-1'l.,-1LLW. ,--"- - - B.M., Ada County, Idaho and being more particularly described asJollows: Commencing at the section corner common to Sections 22,23, 26 and 27 ofsaid T. 4 N., Rl W.; Thence South 00°20'42" West, 2633,66 feet on the section line common to said Sections 26 and 27 to the 1/4 Section comer common to said Sections 26 and 27; Thence leaving said section line, North 89021 '06" West, 2651.02 feet on the east-west mid-section line of said Section 27 to the Center 1/4 Section corner of said Section 27; Thence North 89°20' 14" West, 1324.91 feet on the east-west mid-section line of said Section 27 to the center-west 1/16 th section comer of said SectiQn 27; . Thence leaving said mid-section line, North 00°27' 19" East, 1318.77 feet on the westerly boundary line of the SE 1/4 of the NW 1/4 of said Section 27 to the Northwest comer said SE 1/4 of the NW 1/4; ¡.. Thence South 89°18'50" East, 330.98 feet on the northerly boundary line of said SE 1/4 of the NW 1/4; Thence leaving said northerly boundary line, North 00°26'53" East, 1318.56 feet to a point on the section line common to said Sections 22 and 27; Thence South 89017'17" East, 345.00 feet on the section line common to said Sections 22 and 27 to the REAL POINT OF BEGINNING; Thence continuing South 89°17'17" East, 611.22 feet on said section line; Thence leaving said section li!ie, South 00042'31" West, 142.26 feet to a point of curve; BainbridgeL-O Zoa. Deoc.doc Pal!" lof2 Thence 29.81 feet on the arc of a curve to the left, said curve having a radius of 102.00 feet, a central angle of 16044'34" and a chord distance of 29.70 feet which bears South 07039'46" East; Thence South 16002'04" East, 14.65 feet to a point of curve; Thence 23.80 feet on the arc of a curve to the right, said curve having a radius of 78.00 feet, a central angle of 17029'08" and a chord distance of 23.71 feet which bears South 07017'29" East toa point of compound curve; - - ~c=~--c.._. _Thence l06.16Jeet on the arc of a curve to the right, said curve having a radius of ; . 1868. 7nee¡~a-¿elltriil" ärig¡èofó6òl~'l ~"'andca:cchörd'{Üstance~fc206.06cfeeLwl1ichcb~L~- -=~c=c,,=~=l~ South 04036'42" West; . ' Thence North 89017'29" West, 607.16 feet; Thence North 00026'53" East, 414.76 feet to the real point of beginning. Said parcel contains 5.85 acres more or less. PREPARED BY: Engineering NorthWest, LLC B~~r"b/L- ' FEB 28 2005 James R. Washburn, PLS MERIDIAN PUBLIC WORKS DEPT. Page2of2 Bainbridge L-O Zone )ese.doc I ~ "i ¡¡¡: ¡; ~ ~ ¡:: "" î~~. ~..; f; ! ".~ Zo on ;o:;!~ . "'0 ,;E¡:¡¡z ~'¡;~ , 0", >"- §¡~~ gg~ ~Z:;! ~t:j'" :...~ :.., f';- m >- z ~i ~ ~'" 0 ~g ~ ~o II) ~z c: å~ ~ 'OS; II) Õ z ~.~~ n-" ~ hi ~ I' ~ "I if . I~' ~-----_'L'=1~~ ~,;.~~~:~--~ ;~ c ¡iii RA.BO SUBOlmlON ¡~ ~ J [::'_-___'L"!!:a~:m.m._5§:""_____~ ~ m. n7777nnnnnnnnnnn§ ~: ~ ~ ~ ~¡;;.~Ñ:~~.H..1.':"¡'~i<i ~ ;: ; ummmmm: -----1E:J: - " ;~HU:~U;u!!1~~-~ !! ¡g"'s:.g~..!i.~.'II'~.~ :0' ;0' £. ;. i. ~. ~. =.' ;0' ;"0 ~. go ~. ~. ~.. ~o ê '¡! "~ m~ ----g : - - - - Q - - ~ m ,¡~_'c--,.._j:J'.:.,-'.;.:-" '-;:; ~~~g~f~~~~.~!!1~~~~~ - ~ 1- 9 """"" ""'Q~ /,° -. ;1' ¡""¡¡"",,,.., r~'-"' ::;. ~'!~~~.~ifiifii¥~'~;;~'~ ,. ~iiI. =<! ~ !!1 I: "~ ~ ~g ~~ ,N. BASCO LN. (PVi) ~~~55~~~~g~~~~~~Q i ~~~~~~~~~~~~~~~~~ 7 " ~;~~ /: : ,~~~~~~~~~H~~~~~~ ~ : c ! ~. .:~ ~QZE; i I : ¡ ~ 7 u q:.; ., ~ : 8: ~ '~.!!1~ m ;0 ~ ~ ëi ¡" ¡ ~~g~ ~: ~m ~ ~ ~ ~~ " ~~ " ~I'~~: ~ ~, 1> ~ ¡¡ - ~"m ~ ~ g / r~¡ . j õj Ii ~I : S: ¡ ! I ~ . '¡i \. 'I tiJ Z : ~ ~ E~. %,'" lif ~ - ~ ~ ! ~{.¥~ !~~ ~/ L~.==_. 500'20 ~ . 627." PLAlJ '& ~ ' . p (~ " , D -.. soo-,¡.'4Fw"~99," n. U UNPLATTED ~ N , RO In,~ II ~~ Oc ~: ~. c Z::: o-~ . <0 -~~ 0 Z Q ~; o~ Z ~J' .,~ ~ RE~~RO~AL , BY/: "- ~ 1:<: I 6 j Ii III "I !Ii , i~ !~ ii FEB 28 2005 MERIDIAN PUBLIC WORKS DEPT.