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
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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;
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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
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MERIDIAN PUBLIC
WORKS DEPT.