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HomeMy WebLinkAboutRevised Legals e .. ~v~mu~ . REVt~~ROVAL BY . " CIVIL AND STRUClVRAL ENGINEERING MERIDIAN PUBLIC WORKS DEPT. EXHIBIT A _ Annexation Description Rev. B For Ahlquist Development Job No. 06320 1/12/07 A portion of the NW1/4 of Section 16, T3N, R1 E, B.M., Ada County, Idaho, as follows: BEGINNING at found Brass Cap monument marking the Northwest Corner of said Section 16, as shown on Corner Perpetuation Record, Inst. No. 99007475, Ada County Records; thence along the North Line of said Section 16, South 89020'11" East, 1015.45 feet, to a -point on the East Line of Monvue Park Subdivision, extended north to said Section Line, as per the plat thereof, in Book 17, at Page 1107-1108, Ada County Plat Records also being a point on the West Line of Touchmark Living Center Subdivision No.1, in Book 89, at Page 10313-10316. Ada County Plat Records, also extended north to said Section Line; . thence along the boundaries common to both said subdivisions, South 00011'43" East, 1329.13 feet, to a found 5/8 inch rebar as shown on record of sUNey No. 2385; thence along the north line of Parcel 1 as shown on said Record of sUNey, and the South Line of said Montvue Park Subdivision, North 89028'41" West, -1 011.72 feet, to a po.int on the Centerline of S. Eagle Road, at P.D.C. station 49+76.37, as shown on the plans of Eagle Road, F.A.P. Project No. F-3271 (44) and a 5729.58 foot radius CUNe to the left; thence, along said CUNe and Centerline, an arc length of 66.66 feet, through a central angle of 0040'00", and having a chord which bears North 00002'14" West, 66.66 feet to P.C. station 50+43.03; . - thence continuing along said Cent~rline, now coincident with the West Line of said Section 16, North 00022'14" West, 1265.05 feet, to the POINT OF BEGINNING. EXCEPTING Lot 2, Block 5, and the East 40 feet of Lot 3, Block 5 of said Montvue Park Subdivision. Containing 29.62 acres, more or less, and subject to any easements orrights of way of record or otherwise existing. P:\AHLQUIST DEVELOPWtlquist Development Meridilln\Drawings\Survey\DeScriptions\Copy of 06320 ANNEXreva Desc.doc Treasnre Valley Engineers, Inc. 1204 6TH. Street North Nampa, Idaho 83687 Office: (208) 463-0305 Fax: (208) 463-4391 W\vw. Treasure Val ley Engineers. com e e EXHIBIT B BY 8 SEC110N CORNER FND.. BRASS C~ CP&f INS~ N~99007475 9 STA. 63+08.07 MERIDIAN PUBLIC WORKS DEPT. 2706.25' PT Sf.... 60+43.03 E. FRANKLIN ROAD 589'20'11 KE 17 16 - 1015.45' r"-- -.. -:..- =f---':.'= t-:.:-.= ~F':'-~'f-'-'--'~" r.' ----.. -. T..-.' _.. ~ I : i I / .: @! <ID : @: Q) r..-..-l..... . , ! '\ : -......l:._.: i 6"-OC~ @) , @ .+..-..: - : "-.._ €. fJt>-~~ :......r.:.:..::...-..-.. \. ..~~\\J\S\ON ,\'\01 I (_.._:-.;:::'::-Q~~.~ @ 5:'\1. ~~Q.~. : : I - "-..-.. ", eOO~ -..J ~ I : ~LOC~ '2. 1 r'>':':~..;" ..r-..-.. 1-'1 I v il'! .,"'X~~j,.,.,. /@/- "., ::::::..1-:..-...... ,:! .."-..~~~.~.. I . 1'" -,......"....... . , . '. "- I I I! ..................itt.! - t.. .:', I I :-@ Ii......... . (2) b ,..~,.. : : ,_ I: . . :". 6"-OC~: '~~~. 'I I! .,: ........, , 1 . i-) ....r...;....+..- !, "'-'.: CD ~..-..-..-.. ,I .. .'-..L . ci I ..J: '9' ! II i .......')... =ffi: I i ~ 1---. I ~ .. . ...... . I : I. i : .......:'-.. . @ I <z>! i2i1 : 0> I '-.. .'_'. I . 'wI' : I .'-" , 1 ~ : 1 I ~ ""::'. ~ 1-, I ~II I '1 ".~ "r---"-"i---"----ell"-"-"~:'-"_--_".J I~ . I. : I I c~ : 6r ~ I ! I: fl'i'\e"-O I /1"; I @. I \61 : r.N I I @ : I \.!.I : I : I, : I' : ! II 29.62 ~CRES:l: II I ! I: ! I: r "i" - -- -"r" - -- -.. -\.~':' - S.1l6N~tJlFt: -. ~-.J t.~.. -'. - -- -.. ~ : 1 ,!"-"-"-"-"!T'. (2). - ! I @ 1 @) oc~ if> Q) i i ~Ki~ I. _ I , e\.!' '1 ,: VI, 5 ARE NOT A PART U I 1.32 Aalfti CD in o ui <0 C'l .... @ 3= . ..,. .... ~ o z Cl ~ ~ ~ Cl LJ CD vi POC Sf..... 49+78.37 N89'28'41KW ~ ~~ l::~~01H 1011. 72' ~0R0 La401H L'cHro BEMlNG 8B.M' NOD'1;I2'14"W I I I J I I I I I ~~~LU: OWNER/DEVELOPER: HLQUIST DEVELOPMENT REV B PROJECT: ANNEXATION MAP NW1/4, SEC. 16, T3N, R1E, S.M. CITY OF MERIDIAN, ADA CO.. IDAHO DATE: 1/12/07 .1690.80' ---0 1/4 CORNER !'NO. BRASS CAP CP&.F INST. No.8309298 .... r o o [f) I"') " ~n 52 .0 0'- :J 2l.lJ :!o::ffiz'-' ~t-O<( <(Zu;a. ~~2oi u ClCO => oo~ o =>0 I- (1)0 00 1"=200' DWG II 2057-06 PROJECT /I 06320 SHEET 1 OF 1 e e ANNEX PARCEL REV B MAPCK.txt Map Check REV B ANNEX COURSE BEARING DISTANCE PT# NORTHING 4 706952.88 4-228 S 89020'11" E 1015.45 228 706941.12 228-23 S 00011'43" E 1329.13 23 705612.00 23-214 N 89028'41" W 1011.72 214 705621.22 CURVE A=66.66 DELTA=00040'OO" T=33.33 EXT=0.10 214-216 N 00002'14" W 66.66 216 705687.87 2464479.16 RADIUS POINT 5729.58 215 705650.81 2458749.70 216-4 N00022'14" W 1265.04 4 706952.88 2464470.98 Closure error distance> 0.00000000 Error Bearing> N 90000'00" E Closure Precision> 1 in 4688003084074.27 Total Distance rraversed> 1348083.6 SQ. FT. 30.95 ACRES EASTING 2464470.98 2465486.36 2465490.88 2464479.20 DESCRIPTION FD BC SECCOR ANNEX FD5/8 ANNEX PT ANNEX RP FD BC SECCOR 4688.00 Page 1