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HomeMy Public PortalAboutOrd. 799 - LID 3 Segregation Aspen Ridge Phase 2 ExhibitsFILE No.547 10/26 '04 PM 12:47 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 1 Transmittal Data 10/26/04 From: Shawn Kohtz To: Lindley Kirkpatrick Faoc#: 208-634-3038 Cc: NEC No.: ML122103 P2 Re: Exhibits for LID No, 3 Segregation Ordinance, Phase II Aspen Ridge # pgs Including cover: d Urgent El Your Attention 0 Please Comment © Please Reply ❑ Please Recycle Lindley, Here are the exhibits for the Segregation Ordinance. Shawn Exhibit IIHolladay Engineering Co. in32 N. MaIn St„ Payette ID 83661 208-642.3304 Fax: 208-642.2169 www,holiadayenglneedng.com Emall: hacMoIIadayenglneerIng.com FILE No.547 10/26 '04 PM 12:47 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 2 THOMAS W. KERR PLS 998 KERR SURVEYING PO BOX 853-404 E. PARK McCALL, IDAHO 83638 208-634-2686 / FAX 208-634-4042 March 16, 2004 ASPEN RIDGE SUBDIVISION PHASE I.I 73.979 Acres ROD M. SKIFTUN PLS 9585 A parcel of land situate in the NEVI and the N% of the SEK of Section 10, T. 18 N., R. 3 E., B.M,, City of McCall, Valley County, Idaho, more particularly described as follows: Commencing at a 5/8" rebar marking the Quarter Corner common to said Sections 10 and 11, the REAL POINT OF BEGINNING; Thence, S. 00°05'59" W., 1,321.21 feet to a 5/8" rebar narking the South 1/16 corner common to said Sections 10 and 11, thence, N. 89°46'55" W., 1,933.54 feet along the southerly boundary of the N%2 of the SEY4 of said Section 10, to a 5/8" rebar marking the southeast comer of Lot 21, Block 1, Spring Mountain Ranch Subdivision No. 1, as shown on the official plat thereof on file in Book 8, on Page 38 of Plats, in the Office of the Recorder of Valley County, Idaho, thence, along the easterly boundary of said subdivision the following courses: N. 7°00'00" E., 252,51 feet to a 5/8" rebar, thence, N. 22'00'00" E., 220.50 feet to a 5/8" rebar, thence, N, 47°15'00" E., 90.00 feet to a 5/8" rebar, thence, N. 26°00'00" W.. 71.53 feet along the easterly boundary of said subdivision to a 5/8" rebar marking the southwest corner of Lot 24, Block 1, Spring Mountain Ranch Subdivision No. 2, as shown on the official plat thereof on file in Book 8, on Page 77 of. Plats, in the Office of the Recorder of Valley County, Idaho, thence, along the easterly boundary of said subdivision the following courses: N. 60°30'05" E,, 104.21 feet to a 5/8" rebar, thence, N. 47°33'12" E., 84.50 feet to a 5/8" rebar, thence, N. 55°48'27" E., 104.48 feet to a 5/8" rebar, thence, N. 47°33' 12" E., 80.52 feet to a 5/8" rebar, thence, N. 30°17'22" E., 128.04 feet to a 5/8" rebar, thence, N. 14°21'18" 13;, 150,29 feet to a 5/8" rebar, thence, N. 79° 13'54" W., 52.49 feet to a 5/8" rebar, thence, N. 22°35'00" F.., 373.1.0 feet along the easterly boundary of said Subdivision, to a 5/8" rebar on the southerly boundary of the City of McCall Water Treatment Plant Site, Instrument No. 206775, Exhibit A, Page .l of4 FILE No.547 10/26 '04 PM 12:48 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 3 Aspen Ridge Subdivision Phases II, page 2 thence, N. 70°40'12" E., 196.28 feet along said southerly boundary to the westerly right- of-way of Majestic View Drive, thence, 80.60 feet along the easterly boundary of said plant site and said westerly right-of- way on a non -tangent curve to the left, whose radius is 1,080.00 feet and delta angle is 4°16'34", and whose long chord bears N. 12°11'39" E., 80.58 feet, thence, N. 10°03'22" E., 179.44 feet along said easterly plant boundary to a 5/8" rebar on the southerly right-of-way of Snowberty Place and the westerly right-of-way of Majestic View Drive, thence, S. 79°53'16" E., 40.00 feet to a 5/8" rebar on the easterly right-of-way of Majestic View Drive, as shown on the official plat of Spring Mountain Ranch Subdivision No. 3, in Book 8, on Page 92 of Plats, on file in the Office of the Recorder of Valley County, Idaho, thence, along the easterly boundary of said subdivision the following courses: N. 10°03'22" E., 25.92 feet along said easterly right-of-way to a 5/8" rebar, thence, 157.45 feet along said easterly right-of-way, along a curve to the left whose radius is 264.66 feet and delta angle is 34°05'09", and whose long chord bears N. 6°59'13" W., 155.14 feet to a 5/8" rebar, thence, N. 24°01'47" W., 93.60 feet along said easterly right-of- way to a 5/8" rebar 'narking the southwest corner of Lot 3, Block 14, Spring Mountain Ranch Subdivision No. 3, thence, N. 42°58'09" E., 192,82 feet to a 5/8" rebar, marking the southwesterly comer of Lot 104 of Aspen Ridge Subdivision No. 1, as shown in Book 9, Page 45 of Plats, on record as Inst. No. 279772 in Office of the Recorder of Valley County, Idaho, thence, along the southerly and easterly boundaries of said Aspen Ridge Subdivision No. 1 the following courses: S. 16°07'46" E., 180.20 feet to a 5/8" rebar, thence, N. 84°56'07" E., 241.10 feet to the westerly right- of-way of Aspen Ridge Lane, thence, S. 24°01'49" W., 198,69 feet along said westerly right-of-way, thence, 43.01 feet along said westerly right-of-way on a curve to the left, whose delta angle is 13°41'24" and radius is 180,00 feet, whose long chord bears S. 17° 11'07" W., 42.91 feet, thence, S. 79°39'35" E., 60.00 feet to the easterly right-of- way of said Aspen Ridge Lane, thence, 28.67 feet along said easterly right-of-way on a curve to the right, whose delta angle is I3°41'24" Exhibit A, Page 2 of 4 FILE No.547 10/26 '04 PM 12:48 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 4 Aspen Ridge Subdivision Phases II, page 3 and radius is 120.00 feet, whose long chord bears N. 1.7° 11'07" E., 28.60 feet, thence, N. 24°01'49" E., 62.24 feet along said easterly right- of-way to the southwest corner of Lot 134 of said subdivision, thence, N. 61°58'28" E., 205.22 feet, thence, S. 76°09'49" E., 55.77 feet, thence, 44.71 feet along a curve to the right, whose radius is 1,035.00 feet, delta angle is 2°28'30", and whose long chord bears N. 14°22'35" E., 44.71 feet, thence, N. 15°36'50" E., 115.14 feet, thence, N. 70°08'52" W., 11.1.57 feet, thence, N. 3'46'15" E., 227.53 feet, thence, N. 7°11.'52" E., 148.32 feet, thence, N. 20°13'23" E., 159.14 feet, thence, S. 65°45'14" E., 163.98 feet, thence, N. 9°24'19" E., 290.96 feet, thence, N. 90°00'00" E., 197.95 feet to the line common to said Sections 10 and 11, thence, S. 00°04'46" W., 1,53 5.48 feet along said common line to the Point of Beginning, containing 73.979 acres, more or less. SUBJECT TO: All rights, rights -of --way, covenants, and easements of record or use. Exhibit A, Page 3 of 4 FILE No.•547 1O/26 '04 Phi 12:48 ID:HOLLADAY ENGINEERING FAX:2O8 642 2159 PAGE 5 A V NN N bQ Chi 51) 2 03 0) CD c0 -0 0 0 (DD FILE No•.547 10/26 '04 PM 12:49 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 6 AVE; •As eilmvoq INT • " /le Nen VW PO/PZIti — , _IIICEIL4U. 1,0/F1Z/6 "ounotitozinkm....m.A.0 ._-20.111,21A — COW. 11A1 (Nor O IlAVOYIIo0 anMaMNUNM 11,1°.i7e43 1500 A/0,./10,1 JO A11041011J 001. 10000< lyncomiolk /0 1)131000/10 +or sy 7,0/011 09010.111000. mop pie V/301314 am, %/itnno00 NJ NR01000 .30 301130 > M Cn -o 0 m op E-1 "ri Z P m g cn ). Es r- M 0 Ct 0 0 0 z > m 0 X m 0 -n > fit CT1 Pe) CFI (71 •11 I •••.• I • • 14 6.1 op CA) ••••. . C71 C1) (Ji ----- ---- OW WO P1moi 1.4 0 01 60•Koms •I0440 0,1 0 • 4 FILE No.548 10/26 '04 PM 12:55 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 1 Transmittal Die: 10/26/04 From: Shawn Kohtz To: Lindley Kirkpatrick Fax # : 208-634-3038 cos NEC P1o.: ML122103 P2 Rer Exhibits for LID No. 3 Segregation Ordinance, Phase II Aspen Ridge # pgs Including covalrt ❑ Urgent 10 Your Attention El Please Comment 0 Please Reply 0 Please Recycle Findley, Here are the exhibits for the Segregation Ordinance. Shawn Exhibit HHolladay Engineer'no Co. is32 N. Main St., Payette ID 83861 208-642-9304 Fax: 20B-642-2159 www.holladayenglneerin0.com Pmell: hec©holladayenglneering,com FILE No.548 10/26 '04 PM 12:55 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 2 ADDENDUM TO PRELIMINARY ENGINEER'S REPORT ASSESSMENT ROLL FOR THE SPRING MOUNTAIN RANCH IMPROVEMENT PROJECT CITY OF MCCALL VALLEY COUNTY IDAHO LOCAL IMPROVEMENT DISTRICT NO. 3 ASSESSMENT ENGINEER TOQ,OIMAN-ORTQN CONSULTING ENGINEERS BOISE, IDA14O PROJECT NO, 90033 AI Y 1993 Exhibit B FILE No.548 10/26 '04 PM 12:55 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 3 SPRING MOUNTAIN RANCH' LOCAL IMPROVEMENT DISTRICT NO. 3 ASSESSMENT ROLL Attached to this Assessment Roll as Schedule 1 is a map generally illustrating Phase 1 and each of the Assessment Parcels A through M described below. Attached to this Assessment Roll as Schedule 2 is a copy of the Spring Mountain Ranch No. 1 Plat which illustrates and legally describes each of the lots and parcels 'within Phase I as described below. Attached to this Assessment Roll as Exhibits A through M are legal descriptions of Assessment Parcels A through M, respectively, as described below. The Assessment Roll for the lots and parcels within the Local Improvement District No, 3 are as follows: nisei -,,Single Family 1,04 Parcel/Legal Dca rigdOrt Pima Lot Aasesment One 1. 14,500 One 2 12,300 One 3 12,900 One 4 15,100 One 5 13,100 One 6 9,900 One 7 12,801) One 8 12,800 One 9 10,600 One 10 14,000 One 11 14,200 Ono 12 15,200 One 13 11,000 One 14 12,300 One 15 12,700 One 16 10,700 One 17 15,600 One 18 16,500 One 19 18,000 One 20 19,600 One 21 21,300 One 22 16,600 One 23 12,900 1 FILE No.548 10/26 '04 PM 12:55 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 4 &+se I - Sinel9 Fam y L ottl Parcej/L,cszal DeSeriptloil Block 1�4 Two 'Two Two Two Two Two Two Two Two Two Twa Two Two Two Two Two Two Two Two Two Three Three Three Three Three Three Three Three Three Three Threw 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 1 2 3 4 5 6 7 8 9 10 11 3 AskessManl 5,500 5,600 5,000 5,500 5,600 4,900 5,000 4,900 5,400 5,600 6,200 6,300 5,800 6,300 6,600 6,500 5,700 5,100 8,100 7,200 9,300 9,200 11,100 [5,200 15,200 15,100 15,000 13,600 19,000 15,200 13,400 FILE No.548 10/26 '04 PM 12:55 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 5 Phase l - Emily L tS Pgree11LSg DgkcriNietl a1Q Three Three Three Three Three Three Three Three Three Three Three Three Three Pour Pour Pour Four Four Pour Fakir Four Four Pour Fur Four Pour Pour Pour Pour Pour Pour 12 13 14 15 16 17 18 19 20 21 22 23 24 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 4 .Assessment 12,300 14,100 15,100 14,400 13,600 15,900 16,000 15,300 13,400 14,500 11,500 10,600 13,300 11,100 12,200 8,800 12,600 13,600 9,500 15,100 13,400 13,600 13,900 12,200 11,700 18,900 15,300 13,600 13,900 15,300 13,300 FILE No.548 10/26 '04 PM 12:55 ID:HOLLADAY ENGINEERING FAX 208 642 2159 PAGE 6 phase I �Irlple EaIni1LLoss Pareel/1 g 1 Deserjption 1319ek Pour Four Four Four Four Four Four Four Ten Ten Ten Ten Ten Ten Ten Ton Ten Ten Ten Ten Ten Ten Ten Ten Ten Ten Ten Ten Ten Ten Lr 1 19 20 21 22 23 24 25 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 21 22 SWgie Faintly Lots - Subtotal 5 Assessment 15,600 16,200 16,200 19,600 15,000 11,600 11,900 13,400 7,300 6,500 6,100 6,000 6,100 4,600 5,100 5,400 6,000 6,300 6,800 7,700 7,000 5,800 6,600 6,500 6,300 5,400 4,900 5,600 5,300 $ 1,446,900 FILE No.548 1O/26 '04 PM 12:56 ID:HOLLADAY ENGINEERING FAX:2O8 642 2159 PAGE 7 P_ht�se X Tim De a ty Piro i Parcel(14ga[ De crJmiou Five Six/Seven Eight Pleven High Density Parcels - Subtotal Total . Phase 1. 6 Aiseannent 85,000 85,000 34,000 109.1)0 $ 313,110 $ 1,760,010 FILE No.548 10/26 '04 PM 12:56 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE summary PfircelfLestql DggcrIpplon ;Prflnettt Parcels A 13 C D > G 11 J K L M Assessment Parcels - Subtotal Total Phase 1 Total - Assessment Parcels A M GRAND TOTAL 7 A�$es$mant 501,500 283,900 438,960 102,000 302,600 108,800 123,250 93,500 338,675 388,275 280,500 255,000 223,030 $ 3,439,990 $ 1,760,010 3.439,990 $ 5,200,000 FILE No.548 10/26 '04 PM 12:56 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 9 SCHEDULE 1 PAGE 10 FA}� :208 642 2159 FILE No.548 10/26 '04 PM 12:56 ID:HOLLADAY ENGINEERING Spring Mountain Ranch Local /napcovement District No. 3 Assessment Roll tssosament_Parcel$ Parcel Lelal Dj edptigtl A.ssessment Parcel Revised Assessment Parcels: A lJ F G 1 d K L M Parcels without any change to Assessment: B C Summary; Assessment Parcels Total Phase 1 Phase 2 Phase 3 A83essrnent Parcels Adjusted Current Original Assessment Assessment Balance $ 182,870.00 $ 182,547.97 96,810,00 85,186,53 246,360.00 218.100.00 0.00 0.00 89,070.00 61, 396.56 343,090.00 304,965.88 327.330.00 269,015.00 362,870,00 313,483.82 268,330,00 229,826.66 225,940.00 200,535.56 287,610.00 444,690.00 94,720.00 $ 2,927, 490.00 $ 1,760,010.00 225,000.00 287,500,00 2,927,490.00 $ 5200,000.00 255,653.34 395,280,00 84,195,56 FILE No.548 10/26 '04 PM 12:56 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 11 EXHIBITS A THROUGH M FILE No.548 10/26 '04 PM 12:56 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 12 DATE: July 7, 1993 PROJECT: 90033 PAGE: 1 of 3 EXHIBIT "A" LEGAL DESCRIPTION FOR PARCEL A SPRING MOUNTAIN RANCH PARCEL A portion of the SE% NE'/4, the SW %/a NE%, the NE Y4 SEA, and the NW % SEA, of Section 10, T.18N., R.3E., S.M., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence, S.00°04'46" W., 2642.48 feet along the easterly line of said Section 10 to the east corner of same; thence, S.00°05'59" W., 1321.21 feet along said easterly line to the south 1/1 6th corner in said line; thence, N.89°46'S5"W., 1263,56 feet along the southerly line of the NE'/4. SE'% of said Section 10 to the POINT OF BEGINNING; thence, N.89°46'55" W., 670.00 feet along said southerly line of the NE% SE1% and the southerly line of the NW %4 SE 1% to the southeasterly corner of Spring Mountain Ranch No. 1 Subdivision; thence, N,07 °00'00"E., 252.51 feet along the easterly line of said Spring Mountain Ranch No. 1 Subdivision; thence, N.22°00'00"E., 220.50 feet along same; thence, N.47°15`00"E., 90.00 feet along same; thence, N.26°00'00"W., 196.50 feet along same to a point in a curve; thence, along said easterly said Subdivision line, along a curve to the right having a radius of 220.00 feet, an arc length of 83.51 feet, a central angle of 21 °44'58", a chord bearing of S.80°03'11"W., and a chord length of 83.01 feet to a point; thence, N.00°55'40"E., 40.00 feet along the same to point in a curve; thence, along same, along a curve to the right having a radius of 30.00 feet, an arc length of 80.94 feet, a central angle of 116°23'27", a chord bearing of N.30°52'37"W., and a chord length of 50,99 feet, to a point of tangency; thence, FILE No.548 10/26 '04 PM 12:57 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 13 DATE: July 7, 1993 PROJECT: 90033 PAGE: 2 of 3 N.27 ° 19'07"E., 35.94 feet along same to a point of curvature; thence, along same, along a curve to the right, having a radius of 580.00 feet, an arc length of 145.92 feat, a central angle of 14°24'63", a chord bearing of N.34°31'33"E., and a chord length of 145.53 feet to a point of tangency; thence, N.41 °44'00"E„ 39,61 feet along same; thence, N,48 ° 16'00"W., 40.00 feet along same; thence, N.27°45'00"W., 115.29 feet along same to a corner in said Subdivision boundary; thence, leaving said boundary, N.12 ° 10'56"W., 115.66 feet; thence, N.06°38'28"E., 514.49 feet; thence, N.65°50'33"E., 843.71 feet to a point in the centerline of a future street; 'thence, along said future street centerline, along a curve to the right having a radius of 350.00 feet, an arc length of 287.13 feet, a central angle of 47 °00' 14", a chord bearing of S.13° 18` 19" E., and a chord length of 279.15 feet to a point of tangency; thence, S.10°1 1'48"W., 284.91 feet along said centerline to a point of curvature; thence, along same, along a curve to the right having a radius of 1000.00 feet, an arc length of 147.72 feet, a central angle of 08°27'49", a chord bearing of S.14°25'43"W., and a chord length of 147.58 feet to a point of tangency; thence, S.18°39'37"W„ 192.47 feet along same to a point of curvature; thence, along same, along a curve to the left having a radius of 1000.00 feet, an arc length of 107.03 feet, a central angle of 06°07'57", a chord bearing of S.15°35'38"W., and a chord length of 106.98 feet to a point of tangency; thence, S.12°31'40"W., 215.13 feet along same to a point of curvature; thence, along same, along a curve to the right having a radius of 400.00 feet, an arc length of 134.20 feat, a central angle of 19°13'24", a chord bearing of S,22°08'21"W., and a chord length of 133.57 feet to a point of tangency; thence, FILE No.548 10/26 '04 PM 12:57 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 14 DATE: July 7, 1993 PROJECT: 90033 PAGE: 3 of 3 S.31 °45'03"W., 257.83 feet along same to point of curvature; thence, along same, along a curve to the left having a radius of 240.00 feet, an arc length of 496.97 feet, a central angle of 118°38'37", a chord bearing of S.27°34'15"E., and chord length of 412.82 feet to a point; thence, leaving said future centerline, S.03 °06'26"W., 145.08 feet, to the POINT OF BEGINNING. Said parcel A containing 27.67 acres, more or less. FILE No.548 10/26 '04 PM 12:57 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 15 EXHIBIT "B" LEGAL DESCRIPTION OF PARCEL B SPRING MOUNTAIN RANCH PARCEL A portion of the SE' NEA, the NE %4 SEA, and the NW % SEA of Section 10, T.18N., R.3E., B.M., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence, S.00°04'46"W., 2642,48 feet along the easterly line of said Section 10 to the east % corner of same; thence, • S.00°05'59"W., 1321.21 feet along said easterly line to the south 1/16th corner of said line; thence, N.89°46'56"W., 752.99 feet along the southerly line of the NE'/4 SE' of said Section 10 to the POINT OF BEGINNING; thence, N.89°46'55"W., 510.57 feet along the southerly line of said NE% SEA, Section 10, to a paint; thence, N.03 °06'28"E., 145.08 feet to a point in a curve in the centerline of a.future street; thence, along said future street centerline, along a curve to the right having a radius of 240.00 feet, an arc length of 496.97 feet, a central angle of 118°38'37", a chord bearing of N.27°34' 15"W., and a chord length of 412.82 feet to a point of tangency; thence, N.31 °45'03"E., 257,83 feet along said future centerline to a point of curvature; thence, along same, along a curve to the left having a radius of 400.00 feet, an arc length of 134.20 feet, a central angle of 19° 13'24", a chord bearing of N.22°08'21 "E., and chord length of 133.57 feet to a point of tangency; thence, N.12°31'40"E., 215.13 feet along same to a point curvature; thence, along same, along a curve to the right having a radius of 1000,00 feet, an arc length of 107.03 feet, a central angle of 06°07'57", a chord bearing of N.15°35'38"E., and a chord length of 106.98 feet to point of tangency; thence, N.18°39'37"E., 192.47 feet along same to a point of curvature; thence, along same, along a curve to the left having a radius of 1000,00 feet, an arc length FILE No.548 10/26 '04 PM 12:58 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 16 DATE: July 7, 1993 PROJECT: 90033 PAGE: 2 of 2 of 147.72 feet, a central angle of 08°27'49", a chord bearing of N.14°25`43"E., and a chord length of 147.58 feet to a paint of tangency; thence, N.10° 1 1'48"E., 118.61 feat along said future street centerline to a point; thence, leaving said future street centerline, N.89°63'56"E., 467.85 feet; thence, S.09°31'53"W., 748.28 feet; thence, S.06°57'36"E., 36O.99 feet along the northerly extension of a future street centerline andalong said future centerline to a point of curvature; thence, along said centerline, along a curve to the right having a radius of 400.00 feet, an arc length of 117.01 feet, a central angle of 16°45'37", a chord bearing of S.01 ° 26' 12"W., and chord length of 116.59 feet to a point of tangency; thence, S.09°48'01 "W., 414.75 feet along said future street centerline and along said centerline extended southerly to the POINT OF BEGINNING. Said Parcel B containing 21.78 acres, more or Tess. FILE No.548 10/26 '04 PM 12:58 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 17 DATE: July 7, 1993 PROJECT: 90033 PAGE: 1 of 2 EXHIBIT "Crr LEGAL. DESCRIPTION FOR PARCEL C SPRING MOUNTAIN RANCH PARCEL A portion of the SE%4 NE % and the NE % SE%, Section 10, T.18N., R.3E,, B.M., Valley County, Idaho being described as follows: Commencing at the NE %4 of said Section 10; thence, 5.00°04'46"W„ 1612.64 feet along the easterly line of said Section 10 to the POINT OF BEGINNING; thence, 5.00°04'46"W., 1029.85 feet along said easterly said section line to the east /4 corner of said Section 10; thence, S.0O°05'59"W., 1321,21 feet along said easterly line to the south 1/16 corner of said line; thence N.89°46'55"W,, 752.99 feet along the southerly line of the NE% SEA, of said Section 10; thence,, N.09°48'01 "E,, 414.75 feet along the southerly extension of future street centerline and along said future centerline to a point of curvature; thence, along said future centerline, along a curve to the left having a radius of 400.00 feet, an arc length of 117.01 feet and a central angle of 16°45'37" to a point of tangency; thence, N,06°57'36"W,, 350.99 feet along said future centerline and the northerly extension of the same; thence, N.09°31'53"E,, 748,28 feat; thence, 5.89°53'56"E., 160,01 feet to a point in a curve in the future street centerline; thence, along said future centerline, along a curve to the right having a radius of 1000,00 feet, an arc length of 122.67 feet, a central angle of 07°01'43", a chord bearing of N,10 ° 17'45"E., and a chord length of 122.60 feet to a point of tangency; thence, N.13°48'36"E., 545,62 feet along same to a point in curvature; thence, FILE No.548 10/26 '04 PM 12:58 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 18 DATE: July 7, 1993 PROJECT: 90033 PAGE: 2 of 2 along same, along curve to the Left having .a radius of 300.00 feet, an arc length of 58.93 feet, and a central angle of 11 ° 15' 18" to a point of tangency; thence, N.02 ° 33'20" E., 28.05 feet along said centerline to a point; thence, leaving said future street centerline, S.89°54'50"E., 280.06 feet to the POINT OF BEGINNING. Said Parcel C containing 31.48 acres, more or less. FILE No.548 10/26 '04 PM 12:58 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 19 DATE: July 7, 1993 PROJECT 90033 PAGE: 1 of 1 EXHIBIT ..DH LEGAL DESCRIPTION OF PARCEL D SPRING MOUNTAIN RANCH. PARCEL A portion of the SE % NE %4 of Section 10, T.18N., R.3E., S.M., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence, S.00°04'46"W., 1612,64 feet along the easterly line of said Section 10 to a point; thence, N,89°54'50"W., 280.06 feat to the POINT OF BEGINNING; thence, S.02 ° 33'20"W., 28.05 feet along the centerline of a future street to a point of curvature; thence, along said centerline, along a curve to the right having a radius of 300.00 feet, an arc Length of 58.93 feet, and a central angle of 1 1 ° 15' 16" to a point of tangency; thence, S.13°48'36"W., 546.61 feet along said centerline to a point of curvature; thence, along same, along a curve to the left having a radius of 1000.00 feet, an arc length of 122.67 feet, a central angle of 07°01'43" to a point; thence, leaving said future centerline N.89°53`56"W., 627.86 feet to a point in the centerline of a future street; thence, N.10° 1 1'48"E., 166.30 feet along said future centerline to a point of curvature; thence, along same, along a curve to the left having a radius of 350.00 feet, an arc length of 287.13 feet, and a central angle of 47°00'14" to a point; thence, leaving said future centerline, N.65 ° 50'33"E., 200.00 feet; thence, N.26°03'00"E., 400.00 feet; thence, S.62°31'24"E., 300.00 feet; thence, S.89°54'50"E., 200,13 feet to the POINT OF BEGINNING, Said Parcel D containing 11,27 acres, more or less. FILE No.548 10/26 '04 PM 12:59 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 20 EXHIBIT, E") DESCRIPTION OF PARCEL E SPRING MVIOUNTAIN RANCH PARCEL A portion of SE% NE%, the SW' NE%4, and the SE%+ NW'%, of Section 10 T.18N., R.3E., B.M., Valley, County, Idaho being described as follows: Commencing et the northeast corner of said Section 10; thence, S,00°04'46"W., 1162.64 feet along the easterly line of said Section 10; thence, N.89 °54' 50"W., 480.19 feet; thence, N.62°31'24"W., 300.00 feet; thence, S.26°03'00"W., 400.00 feet; thence, S.65°50'33"W., 200.00 feet to the POINT OF BEGINNING; thence, S.65 ° 50'33 "W., 843.71 feet; thence, N.15 ° 25'48"W., 129,72 feet; thence, S.74°17'07"W., 376.45. feet; thence, N.78°16'55"W., 877.38 feet to a point in the centerline in a future street; thence, N.23 ° 50' 26"E., 185.61 feet along said proposed centerline to a point of curvature; thence, along same, along a curve to the right having a radius of 500.00 feet, an arc length of 273.96 feet, and a central angle of 31 °23'38"; thence, leaving said proposed centerline S.85 ° 15'43"E., 474.49 feet; thence, N.80°12'23"E., 280.00 feet; thence, S.84°56'42"E., 520.00 feet; thence, S.61 ° 19'38"E., 63.85 feet; thence, N.42°57'55"E., 110.00 feet to a point in the centerline of a future street; thence, along said centerline, along a curve to the left having a radius of 500.00 feet, an arc length of 169,69 feet, a central angle of 19°26'42", a chord bearing of FILE No.548 10/26 '04 PM 12:59 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 21 DATE: July 7, 1993 PROJECT: 90033 PAGE: 2 of 2 N.29°44'59"E., and a chord length of 102.95 feet to a point of tangency; thence, 5.66°28'47"E,, 107.98 feet along same to a point of curvature; thence, along same, along curve to the right having a radius of 350.00 feet, an arc length of 181.26 feet, and a central angle of 29°40'21" to the POINT OF BEGINNING. Said Parcel E containing 18.69 acres, more or less. FILE No.548 10/26 '04 PM 12:59 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 22 EXHIBIT "F LEGAL DESCRIPTION OF PARCEL P SPRING MOUNTAIN RANCH PARCEL A portion of the SW % NE%, the NW % NE Y and the SE 34 NW %4 of Section 10, T.18N., R.3E., E.M., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence, N.89°56'39"W, 1544,41 feet along the northerly of said Section 10 to a point in the centerline of a future street; thence, along said centerline, along a curve to the right having a radius of 800.00 feet, an arc length of 80.57 feet, a central angle of 05 °46' 1 4", a chord bearing of S.13°04`00"E., and a chord length of 80.54 feet to a point of reverse curvature; thence, along same, along a curve to the Ieft having a radius of 750.00 feet, an arc length of 233.09 feet, and a central angle of 1 7 ° 48'23" to a point of reverse curvature; thence, along same, along a curve to the right having a radius of 700.00 feet, an arc length of 1097.81 feet, and a central angle of 89°51'24" to the POINT OF BEGINNING; thence, S.26°59'58"E., 321,86 feet along the centerline of a future street to a point of curvature; thence, along said future centerline, along a curve to the left having a radius of 500.00 feet, an arc length of 174.84 feet, a central angle of 20°02'07"; thence, leaving said future street centerline, S.42°57'55"W., 110.00 feat; thence, N.61 °19'38"W., 63.85 feet; thence, N.84°56'42"W,, 520.00 feet; thence, S.80°12'23"W., 280.00 feet; thence, N.85 ° 15'43"W., 474.49 feet to a point in the centerline of a future street; thence, along said future street centerline, along a curve to the right having a radius of 600.00 feet, an arc length of 64,68 feet, a central angle of 07°24'42", a chord bearing of N.58 ° 56' 25"E., and a chord length of 64.64 feet to a point of tangency; thence, FILE No.548 10/26 '04 PM 12:59 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 23 DATE: July 7, 1993 PROJECT 90033 .PAGE; 2of2 N.52°38'46"E., 397.19 feet along same to a point of curvature; thence, along same, along a curve to the right having a radius of 1290.00 feet, an arc length of 416.14 feet, and central angle of 18°28'59" to a point of tangency; thence, N.81 °07'45"E., 124.34 feet along same to a point of curvature; thence, along same, along a curve to the left having a radius of 700.00 feat, an arc length of 235.31 feet, and a central angle of 19°15'37" to the POINT OF BEGINNING. Said Parcel F containing 8.44 acres, more or less, FILE No.548 10/26 '04 PM 01:00 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 24 DATE: July 7, 1993 PROJECT 90033 PAGE: 1 of 1 EXHIBIT "G„ LEGAL DESCRIPTION OP PARCEL G SPRING MOUNTAIN RANCH PARCEL A portion of the NE% NE A, the SEA NE /, , the SW A NE %, and the NW Y4 NE Y , of Section 10, T.18N., R.3E., B.M., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence, S.00°04'48" W., 450.00 feet along the easterly line of said Section 10; thence, S.54°37'30"W., 880.35 feet to the POINT OF BEGINNING; thence, S.15 ° 23'49"E., 300.00 feet; thence, S.26°03'00"W., 650.00 feet; thence, S.65°50'33"W., 200,00 feet to a point in the centerline of a future street; thence, along said centerline, along a curve to the left having a radius of 350.00 feet, an arc length of 1 81 .26 feet, a central angle of 29 °40'21 ", a chord length bearing of N.51 °38'37"W., and a chord length of 179.24 feet to a point of tangency; thence, N.66°28'47"W., 107.98 feet along said centerline to a point of curvature; thence, along same, along a curve to the right having a radius of 500.00 feet,an are length of 344.53 feet, a central angle of 39°28'49" to a point of tangency; thence, N.26°59'58"W., 321,88 feet to a point of intersection of said future street centerline with another future street centerline; thence, along said future street centerline, along a curve to the left having a radius of 700.00 feet, an arc length of 688.56 feet, a central angle of 56°21'33", a chord bearing of N. 33°41'22"E., and a chord length of 881.13 feet; thence, leaving said centerline N.78°40'33"E., 326,66 feet; thence, S.45°05159"E., 470,00 feet to the POINT OF BEGINNING, Said Parcel G containing 20.12 acres, more or Tess. FILE No.548 10/26 '04 PM 01:00 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 25 DATE; July 7, 1993 PROJECT: 90033 PAGE: 1 of 1 EXHIBIT "H" LEGAL DESCRIPTION FOR PARCEL H SPRING MOUNTAIN RANCH PARCEL A portion of the NE% NE% and the SE% NE1% of Section 10, T.18N., R.3E., B.M., Valley County, Idaho being described as follows; Commencing at the northeast corner of said Section 10; thence, S.0 °04'46" W., 450,00 feet along the easterly line of said Section 10 to the POINT OF BEGINNING; thence, continuing S.0°04148" W., 1162.84 feet along the easterly line of said Section 10; thence, N.89°64'50" W., 480.19 feet; thence, N.62°31'24" W., 300.00 feet; thence, N.26°03'00" E., 250.00 feet; thence, N.15°23'49" W., 300.00 feet, thence, N.54°37'30" E., 880.35 feet to the POINT OF BEGINNING. Said Parcel H contains 14.21 acres more or less. FILE No.548 10/26 '04 PM 01:00 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 26 DATE: July 7, 1993 PROJECT: 90033 PAGE: 1 of 1 EXHIBIT "I" LEGAL DESCRIPTION FOR PARCEL 1 SPRING MOUNTAIN RANCH PARCEL, A portion of the NE % NE %4 and the NW % NE 1/4 of Section 10, T 18N., R. 3E., B.M., Valley County, Idaho being described as follows: BEGINNING at the northeast corner of said Section 10; thence, S.00°04'46" W., 450.00 feet along the easterly line of said Section 10; thence, S.54°37'30" W, 880.35 feet; thence, N.45°06'59" W., 470.00 feet; thence, S.78°40'33" W., 326.66 feet to the centerline of a future street; thence, along the centerline of said future street and along a curve to the left having a radius of 700.00 feet, an arc length of 409.25 feet, a central angle of 33 ° 29' 51 ", a chord bearing of N.11 ° 14' 20" W., and a chord length of 403.45 feet to a point Of reverse curvature; thence, along the centerline of said future street and along a curve to the right having a radius of 750.00 feet, an arc length of 233.09 feet, and a central angle of 17 °48' 23" to a point of reverse curvature; thence, along the centerline of said future street and along a curve to the Ieft having a radius of 800.00 feet, an arc length of 80.57 feet and a central angle of 5 °46' 14" to the northerly line of said Section 10; thence, S.89°56'39" E., 1544.41 feet along -the northerly line of said Section 10 to the POINT OF BEGINNING. Said Parcel 1 contains 23.64 acres more or less. FILE No.548 10/26 '04 PM 01:00 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 27 DATE: July 7, 1993 PROJECT. 90033 PAGE: 1 of 2 EXHIBIT "J" LEGAL DESCRIPTION OF PARCEL J SPRING MOUNTAIN RANCH PARCEL A portion of the SW% NE%, the NWY4 NE1%, the NE34 NW% and the SE% NW%, of Section 10, T.18N., R.3E., BM., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence, S.89°56'39"W., 1544,41 feet along the northerly line of said Section 10 to a point in the centerline of a future street; thence, along said future street centerline, along a curve to the right having a radius of 800.00 feet, an arc length of 80.57 feet, a central angle of 06 ° 46' 14", a chord bearing of S.13°04'00"E., and a chord length of 80.54 feet to a point of reverse curvature; thence, along same, along curve to the left having a radius of 750.00 feet, an arc length of 233.08 feet, a central angle of 17°48'23", a chord bearing of 5.19 °05'04"E., and a chord' length of 232.1.5 feet to a point of reverse curvature; thence, along same, along a curve to the right having a radius of 700.00 feet, an arc length of 553.39 feet, a central angle of 61 °56'29", a chord bearing of 5.05°05'18"E., and a chord length of 553.39 feet to the POINT OF BEGINNING; thence, continuing along said future street centerline, along a curve to the right having a radius of 700.00 feet, an arc length of 773.58 feet, a central angle of 63 ° 19'05", a chord bearing of 5.49 °28' 12"W., and a chord length of 734.81 feet to a point of tangency; thence, S.81 °07'45 "W., 124.34 feet along same to point of curvature; thence, along same, along a curve to the left having a radius of 1290.00 feet, an arc length of 418.14 feet, a central angle of 18°28'59" to a point of tangency; thence, S,62°38'46"W., 397.19 feet along same to point of curvature; thence, along same, along a curve to the left having a radius of 500.00 feet, an arc length of 235.51 feet, and a central angle 26 ° 59' 15" to a paint; thence, leaving said future street centerline, N.35°51 `38"W„ 587.94 feet; thence, FILE No.548 10/26 '04 PM 01:01 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 28 DATE: July 7, 1993 PROJECT 90033 PAGE: 2 of 2 N,89°50'10"W., 351,96 feet; thence, N.26°38'44"E., 386.91 feet; thence, S.80°00'00"E., 662.04 feet; thence, N.70°30'56"E., 637.97 feet; thence, N.87°24'53"E., 874.79 feet to the POINT OF BEGINNING. Said Parcel J containing 22.99 acres, more or less. FILE No.548 10/26 '04 PM 01:01 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 29 DATE: July 7, 1993 PROJECT: 90033 PAGE: 1 of 2 EXHIBIT "K" LEGAL DESCRIPTION OF PARCEL K SPRING MOUNTAIN RANCH PARCEL A portion of the NW% NEY4, and the NE% NW%., of Section 10, T,18N., R.3E., B.M., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence, N.89°56'39"W., 1544.41 feet, along the northerly line of said Section 10 to a point in the centerline of a future street; thence (along said future street centerline, along a curve to the right having a radius of 800.00 feet, an arc length of 80.57 feet, a central angle of 05 ° 46' 14", a chord bearing of S.13 °04'00"E., and a chord length of 80.54 feet to a paint of reverse curvature; thence, along same, along a curve to the left having a radius of 750.00 feet, an arc length of 233.08 feet, a central angle of 17°48'23", a chord bearing of S.19°05'04"E., and a chord length 232.15 feet to a point of reverse curvature; thence, along same, along a curve to the right having a radius of 700.00 feet, an arc length of 142.50 feet, a central angle of 11 °39'50", a chord bearing of S.22°09'20"E., and a chord length of 142.26 feet to the POINT OF BEGINNING; thence, continuing along said future street centerline, along a curve to the right having a • radius of 700.00 feet, an arc length of 417.03 feet, a central angle of 34°08'06", a chord bearing of S.00°44'37"W., and a chord length of 410,89 feet; thence, leaving said future street centerline, S.87°24'53"W., 874.79 feet; thence, S.70°30'56"W., 637.97 feet; thence, N.80°00'00"W., 662.04 feet; thence, N.26°38'44"E., 330.00 feet; thence, N.43°46'30"E., 452.90 feet; thence, 5.89°06'58"E., 580.80 feet; thence, FILE No.548 10/26 '04 PM 01:01 ID:HOLLADA'Y ENGINEERING FAX:208 642 2159 PAGE 30 DATE: July 7, 1993 PROJECT 90033 PAGE: 2 of 2 S.78c48130"E,, 558,90 feet; thence, N.85°24'09"E,, 544.08 feet to the POINT OF BEGINNING. Said Parcel K containing 24.39 acres, more or Tess. FILE No.548 10/26 '04 PM 01:01 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 31 DATE: July 7, 1993 PROJECT: 90033 PAGE: 1 of 1 EXHIBIT "L" LEGAL DESCRIPTION FOR PARCEL L SPRING IVIIOUNTAIN RANCH PARCEL A portion of the NEY NE'/4., the NW% NE1/4, and the NW'4 NE%4 of Section 10, T.18N., R.3E., B.M., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence N.89 ° 56'39" W., 1544.41 feet along the northerly line of said Section 10 to the centerline of a future street, and the POINT OF BEGINNING; thence, along the centerline of said future street and along a curve tothe right having a radius of 800.00 feet, an arc length of 80.57 feet, a central angle of 5 ° 46' 14", a chord bearing of S.13°04'00" E., and a chord length of 80.54 feet to a point of reverse curvature; thence, along the centerline of said future street and along. a curve to the left having a radius of 750.00 feet, an arc length of 233,09 feet, and a central angle of 17°48'23" to a point of reverse curvature; thence, along the centerline of said future street and along a curve to the right having a radius of 700.00 feet, an arc length of 142.50 feet, and a central angle of 1 1 °39'51 "; thence, S.85 °24'09" W., 544.08 feet; thence, N.78°48'30" W., 558.90 feet; thence, N.89°06'58" W., 580.80 feet; thence, N.41 °01'44" W., 477.47 feet to the northerly line of said Section 10; thence, S.89°44`35" E., 749.96 feet along the northerly, line of said Section 10, to the north % corner of said Section 10; thence, S.89°56'39" E., 1087.04 feet along the northerly line of said Section 20 to the POINT OF BEGINNING. Said Parcel L contains 16.21 acres, more or less. FILE No.548 10/26 '04 PM 01:02 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 32 DATE: July 7, 1993 PROJECT 90033 PAGE: 1 of 1 3. EXHIBIT "M" LEGAL. DESCRIPTION FOR PARCEL M SPRING MOUNTAIN RANCH PARCEL A portion of the NE'1% NE % • and the NW 1% NE %4 of Section 10, T.18N., R.3E., B.M., Valley County, Idaho being described as follows: Commencing at the northeast corner of said Section 10; thence N.89°56'39" W., 2631.46 feet to the north ''/ corner of said Section 10; thence N.89°44'35" W., 749.96 feet along the northerly line of said Section 10 to the POINT OF BEGINNING; thence, S.41 °01'44" E., 477.47 feet; thence, S.43°46'30" W., 452.90 feet; thence, N.36° 18'00"W., 169.78 feet to a 5/8 inch iron pin; thence, continuing N.36° 18;00" W., 228.98 feet to a 5/8 inch Iran pin; thence, N.90°00'00" W., 335.00 feet to a 5/8 Inch iron pin in the westerly line of said NE%4 NW Y4 of Section 10; thence, N.00°09`08" E.,.368.40 feet along the westerly line of said NE% NW% to the north line of said Section 10; thence, S.89 ° 44' 35" E,, 570,00 feet along the northerly line of said Section 10 to the POINT OF BEGINNING. Said Parcel M contains 8,15 acres more or less. FILE No.549 10/26 '04 PM 01:05 ID:HOLLADAY ENGINEERING FAX : 208 642 2159 PAGE 1 Transmittal Data: 10/26/04 From: Shawn Kohtz To: Lindley Kirkpatrick Fax#: 208-634-3038 Cc: NEC No.: ML122103 P2 Re: Exhibits for LID No. 3 Segregation Ordinance, Phase II Aspen Ridge # pgs Including coven 3 © Urgent gg Your Attention 0 Please Comment 0 Please Reply 0 Please Recycle Lindley, Here are the exhibits for the Segregation Ordinance. Shawn Exhibit C wHolladay Engineering Co. an 32 N. MaIn St., Payette ID 8366.1 208-642-3304 Fax: 208-642-2159 www.holiedayengineering,com Email: hec holladayengineering.com FILE No.549 10/26 '04 PM 01:05 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 2 Aspen Ridge Subdivision Local Improvement District No. 3 Assessment Roil for Parcels A, S, C, D, and H Reallocation to Aspen Ridge Subdivision, Phase 2 Parcels A, H, C, 10, and 11 are being reallocated to the Aspen Ridge Subdivision -Phase 2 lots as described below Assessment Adjusted Current Parcel Original Assessment Assessment Balance* A $182,870.00 $98,138,90 B $287,610.00 $154,348.24 C $444,690.00 $238,646.50 (7 $95,810.00 $32,960,11 H $94,720,00 $22,680,27 'totals $546,774.02 phase 2 (Aspen Ridge) - Shigle Family Lots Assessment Sato Parcel !.@asi ©escrin on Allocation V@Iue Phase Lot * 1999 Amended Assessment less applied principal. 2 1 $3,525.16 $80,000.00 2 2 $3,745.48 $85,000.00 2 3 $3,613.29 $82,000.00 2 4 $5,618.22 $127,500.00 2 5 $5,948.70 $135,000.00 2 6 $6,829,99 $155,000.00 2 7 $8,592,57 $195,000.00 2 8 $8,901.02 $202,000.00 2 9 $9,914.51 $225,000.00 2 11 $6,058.87 $137,500.00 2 12 $5,067.41 $115,000.00 2 13 $6,036,83 $137,000.00 2 14 $5,508.06 $125,000,00 2 15 $6,169.03 $140,000.00 2 16 $5,728,38 $130,000.00 2 17 $7,270.64 $165,000.00 2 18 $6,829,99 $155,000,00 2 19 $5,585,61 S149,000.00 2 20 $7,050.32 $160,000.00 2 21 $5,243,67 $119,000,00 2 23 $5,684,32 $129,000,00 2 24 $6,169,03 $140,000.00 2 25 $5,508.06 $125,000,00 2 26 $10,795,80 $245,000.00 2 27 $12,117.73 $275,000,00 2 28 $13,659.99 $310,000.00 2 29 $14,100,63 $320,000,00 2 30 $14,981.92 $340,000.00 2 31 $14,320,95 $325,000.00 2 32 $14,541,28 $330,000.00 2 33 $12.338,05 $280,000.00 2 34 $9,694,18 $220,000.00 Exhibit C 2 35 $9,694.18 $220,000,00 Page 1 of 2 FILE No.549 10/26 '04 PM 01:06 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 3 2 36 2 37 2 36 2 39 2 40 2 43 2 44 2 45 2 46 2 47 2 48 2 49 2 50 2 51 2 52 2 53 2 54 2 55 2 56 2 57 2 58 2 59 2 60 2 61 2 62 2 63 2 84 2 65 2 66 2 67 2 68 2 69 2 70 2 71 2 72 2 73 2 74 2 75 2 76 2 77 2 78 2 79 2 80 2 61 2 82 2 83 2 84 2 85 2 86 2 87 2 88 2 89 2 90 2 :31 2 92 $6,169, 03 $11,016,12 $10,575.47 $6,609.67 $5,728,38 $5,287.74 $4,296,29 $5,287.74 $5,067,41 $4, 296, 29 $5,287,74 $6,169.03 $7,270.64 $6,829.90 $7,270.64 $6,609.67 $5,728.38 $6,609.67 $7, 931, 61 $6,389,35 $6,160.03 $4,847.09 $4,626.77 $5,155.54 $5,948.70 $2,776,06 $2,843, 87 $3,084.51 $2,974.35 $3,084,51 $2,864.19 $5,419.93 $5,728.36 $5,508.06 55,287,74 $5,067.41 $4,758.96 $5,508.06 $4,494.58 53,745.48 $4,626,77 $4,670.83 $4,252.22 $4,075,96 $3,899,71 $3,899.71 $3,877,67 $3,855.64 $3,833.61 $3,613.29 $3,459,06 $3,415.00 $3,635,32 $3,525,16 $4,186.12 $140,000,00 $250,000,00 $240,000.00 $150,000.00 $130,000.00 $120,000.00 $07,500,00 $120,000,00 $115,000.00 $97,500.00 $120,000.00 $140,000,00 $165,000, 00 $155,000.00 $165,000,00 $150,000,00 $130,000.00 $150,000.00 $180,000.00 $145,000,00 $140,000. 00 $110,000.00 $105,000.00 $117,000.00 $135,000.00 $63,000, 00 860, 000.00 $70,000.00 $67,500.00 $70,000,00 $65,000,00 $123,000.00 $130,000.00 $125,000.00 $120,000.00 $115,000.00 $108,000,00 $125,000.00 $102,000.00 $85,000.00 $105, 000.00 $106,000.00 $96,500.00 $92,500.00 $88,500.00 $88,500.00 $88,000.00 $87,500,00 $87, 000.00 $82,000,00 $78,500,00 $77,500.00 $52,500.00 $80,000.00 $95,000.00 $546,774,02 $12,4013,500,00 Exhibit C Page 2 of 2 FILE No.549 10/26 '04 PM 01:06 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 4 Transmittal Deis: 10/26/04 From: To: Lindley Kirkpatrick Fax # : 208-634-3038 Cc: HNC No.: ML122103 P2 Re: Exhibits for LID No. 3 Segregation Ordinance, Phase II Aspen Ridge Shawn Kohtz # pip Including cover: 4. ❑ Urgent 0 Your Attention ❑ Pleaae Comment ❑ Please Reply 0 Please Recycle Lindley, Here are the exhibits for the Segregation Ordinance. Shawn Exhibit 0 HHolladay Engineering Go. E32 N. Main St., Payette ID 83661 208-642.3304 Fax: 208-642-2159 www,holladayengineerIng.com Emit hec©holladayenglneering.com FILE No.549 10/26 '04 PM 01:06 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 5 Aspen Ridge Local Improvement District No, 3 Assessment Roll Assessment Parcels 12,3rce1 L.Qci9l DgecrIQtlon Assessment Parcel A (Exhibit E) B (Exhibit E) C (Exhibit E) D (Exhibit E) H (Exhibit E) Adjusted Current original Assessment Revised Assessment Balance * Assessment $182,870.00 $287,610.00 $444,690,00 $95,810,00 $94,720,00 Aspen Ridge Subdivision No, 2-Segregated Assessment Parcels: Phase Lot 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 6 2 9 2 11 2 12 2 13 2 14 2 15 2 16 2 17 2 18 2 19 2 20 2 21 2 23 2 24 2 26 2 26 2 27 2 28 2 29 2 30 2 31 2 32 2 33 2 34 2 35 2 36 2 37 2 38 2 30 2 40 2 43 2 44 2 45 2 48 $98,138.90 $0.00 $154,348,24 $0.00 $238,646.50 $0.00 $32,960.11 $0.00 $22,680.27 $0,00 $3,525.16 $3,745.48 $3,813,29 $5,618.22 $5,948,70 $6,829,99 $8,592,57 $8,901,02 $9,914.51 $6,058.87 $6,067,41 $6,038.83 $6,508,06 $6,189,03 $5,728.38 $7,270.64 $6, 829.99 $6,565.81 $7,050.32 $6,243.67 $5,684,32 $6,169,03 $5,508.06 $10,795.80 $12,117,73 $13,659.99 $14,100.63 $14,981.92 $14,320.95 $14,541,28 $12,338,05 $9,694.18 $9,694.18 $6,169.03 $11,016.12 $10,575.47 $6,009.67 $5, 728.38 $5,287,74 $4,296,29 $5,287,74 $5,067,41 1909 Amended Assessment less applied principal. Exhibit D Page 1 of 3 FILE No.549 10/26 '04 PM 01:06 ID:HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 6 2 47 2 48 2 49 2 50 2 51 2 52 2 53 2 54 2 55 2 56 2 57 2 58 2 59 2 60 2 61 2 62 2 63 2 84 2 65 2 66 2 67 2 68 2 69 2 70 2 71 2 72 2 73 2 74 2 75 2 76 2 77 2 78 2 79 2 80 2 81 2 82 2 83 2 84 2 88 2 88 2 87 2 as 2 89 2 90 2 91 2 92 Parcels without any change to assessment: Parcel U f J K L M $4,206.29 $5,287,74 $6,189.03 $7,270.64 $6,829,99 $7,270.64 $6,609.67 $5,728,38 $6,609,67 $7,931,61 $6,389.35 $6,169.03 $4,847,00 $4,620,77 $5,155.54 $5,948.70 $2,776,08 $2,643.87 $3,084,51 $2,974,35 $3,084.51 $2, 864.19 $5,419,93 $5,728,38 $5,508,06 $5,287.74 $5,067.41 $4, 758.96 $5,508,06 $4,494.58 $3,745.48 $4,626,77 $4,670.83 $4,252.22 $4,075.96 $3,899,71 $3,899.71 $3,877,67 $3,855,64 $3,833.61 $3,613.29 $3,459,08 $3,415.00 $3,035,32 $3,525,18 $4,186.12 $245,360.00 $0.00 $0.00 $0.00 $0.00 $0.00 $69,070,00 $11,541.97 $11,541,97 $343,090,00 $180,351.72 $180,351,72 $327,330.00 $0,00 80.00 $352,670.00 $0,00 $0.00 $258,330,00 $0,00 $0.00 S225,940.00 $0.00 $0.00 82,927,490,00 $738,667,71 $738,667,71 Exhibit ❑ Page 2 of 3 FILE No.549 10/26 '04 PM 01:06 ID=HOLLADAY ENGINEERING FAX:208 642 2159 PAGE 7 Summary: Spring Mountain Ranch -Phase 1 Spring Mountain Ranch -Phase 2 Spring Mountain lunch -Phase 3 Spring Mountain Ranch -Phase 4 Aspen Ridge -Phase 1 Aspen Ridge -Phase 2 Parcels $1,780,010 $225,000 $287,500 $327,330 $141,439 $1,016,849 $1,439,872 5,200,000 Exhibit D Page 3 of 3