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REV Legal Description~~ //•~~i ~i i~'"~' ', ~~ ~.~ THE LAND GROUP, INC. Date: May 21, 2013 Project No. 11391 PARAMOUNT NORTHEAST ANNEXATION DESCRIPTION A parcel of land located in the NE 1i4 of Section 25, T. 4 N., R. 1 W., B.M., Meridian, Ada County, Idaho, more particulazly described as follows: BEGINNING at the section corner common to Sections 24 and 25 of said T. 4 N., R, 1 W., and Sections 19 and 30 of T. 4 N., R. 1 E., B.M., (from which point the 1/4 Section Corner common to said Sections 24 and 25 bears North 89°37'01" West, 2669.33 feet distant); Thence South 00°25'09" West, 975.74 feet on the section line common to said Sections 25 and 30; Thence. North 89°36'40" West, 1989.76 feet to a point on the easterly right-of- way line of North Fox Run Way, said point also being an the easterly boundary line of Paramount Subdivision No. 5, as same is shown on the Plat thereof recorded in Book 92 of Plats at Page 10969 of Ada County Records; Thence on the easterly boundary line of said Paramount Subdivision No. 5 for the following courses and distances: Thence North 00°33' 16" East, 153.06 feet to a point of curve; Thence 161.04 feet on the arc of a curve to the left, said curve having a radius of 206.50 feet, a central angle of 44°41'01" and a chord distance of 156:99 feet which bears North 21 °4T 15" West; Thence North 44°07'45" West, 267.59 feet to a point of curve; Thence 93.95 feet on the arc of a curve to the right, said curve having a radius of 120.50 feet, a central angle of 44°40' 10" and a chord distance of 91.58 feet which bears North 21°47'40" West; Thence North 00°32'25" East, 200.63 feet to a point of curve; I.ontucape AnhitectHre • Site Plannixg • CivilEngineering • Golf Cvurre Irrigation e9' Engineering • Graphic Conrmnniratian 4G2 E. Shore Drive, Ste. 100, Eagle, Idaho 83G1G • P 208.939.4041 F 208.939.4445 • w~v~v.thclandgroupinc.com ti~ ~~~~ ~i r~ '.? _J ~~ THE I:AND GROUP, ]NC. Thence 14.76 feet on the arc of a curve to the right, said curve having a radius of 20.50 feet, a central angle of 41 ° 14'48" and a chard distance of 14.44 feet which bears North 21°09'49" East to a point of reverse curve; Thence 33.11 feet on the arc of a curve to the left, said curve having a radius of 46.00 feet, a central angle of 41°14'48" and a chord distance of 32.40 feet which bears North 21°09'49" East; Thence North 00°32'25" East, 85.09 feet to a point of curve; Thence 31.36 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 89°50'34" and a chord distance of 28.25 feet which bears North 45°2742" East; Thence North 00°22'59" East, 52.00 feet to a paint on the section line common to said Sections 24 and 25; Thence leaving the boundary line of said Paramount Subdivision No. 5, South 89°37'01" East, 2233.93 feet on the section line common to said Sections 24 and 25 to the point of beginning. Said parcel contains 48.32 acres more or less. Also including: A parcel of land located in the NW 114 of the NE 1/4 of Section 25, T. 4 N., R. W., B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner. common to Sections 24 and 25 of said T. 4 N., R. 1 W., and Sections 19 and 30 of T. 4 N., R. 1 E., B.M.; Thence North 89°37'01" West, 2669.33 feet on the section line common to said Sections 24 and 25 to the 1/4 Section Corner common to said Sections 24 and 25, said point being the REAL POINT OF BEGINNING; Thence reversing direction, South 89°37'01" East, 303.40 feet on the section line common to said Sections 24 and 25; .Thence leaving said section line, South 00°22'59" West, 52.00 feet to a point of curve on the westerlyright-of--way line of North Fox Run Way, said point also being on the westerly boundary line of Paramount Subdivision No. 5, as same is shown on the Plat thereof recorded in Book 92 of Plats at Page 10969 of Ada County Records; / 2 I~nrlrrope Arrhiteunn • Site Plan»irrg • Civil Englneuixg • Go1JConrre Irrigation d~' Engixetriug • Graphic Commrrnitation 462 E. Shore Drive, Ste. 100, Eagle, Idaho 83616 • P 208.939.4041 F 208.939.4445 • vnvw.theland~roupinc.com !i ice'"'! ~, .~ ~~ THE LAND GROUP, INC. Thence on the westerly and northerly boundary. line of said Paramount Subdivision 1Vo. S for the following courses and distances: Thence 31.47 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90°09'26" and a chord distance of 28.32 feet which bears South 44°32'18" East; Thence South 00°32'2S" West, 84.73 feet to a point of curve; Thence 33.11 feet on the azc of a curve to the left, said curve having a radius of 46.00 feet, a central angle of 41°14'48" and a chord distance of 32.40 feet which bears South 20°04'S9" East to a point of reverse curve; Thence 14.76 feet on the arc of a curve to the right, said curve having a radius of 20.50 feet, a central angle of 41°14'4$" and a chord distance of 14.44 feet which bears South 20°04'S9" East; Thence South 00°32'2S" West, 200.63 feet to a point of curve; Thence 139.94 feet on the arc of a curve to the left, said curve having a radius of 179.50 feet, a central angle of 44°40'10" and a chord distance of 136.43 feet which beazs South 21°47'40" East; Thence South 44°07'4S" East, 149.80 feet; Thence South 4S°S2'1S" West, 25.00 feet; Thence North $6°1S'S8" West, 225.$3 feet; Thence North 89°26'44" West, 254.00 feet to a point on the north-south mid- section line of said Section 2S; Thence leaving the northerly boundary line of said Paramount Subdivision No. 5, North 00°32'2S" East, 63$.03 feet on the north-south mid-section line of said Section 2S to the real paint of beginning. Said parcel contains S.2S acres more or lessY~.,...~.-.-__~, PREPARED BY: EVIE Rt7VAL THE LAND GROUP, g ~ ~____- James R. Washburn, PLS MAY 2 1 2013 M WORKS DEPTIC Z.o»rlrrape Asrhitec7»rz • Sile Pla»ni»g • Civil E»ginerri»g • Golf Carrm Irrrgatiar dT E»gi»errinq • Graphic Commrrmratio» 462 E. Shore Drive, Ste. 100, Eagte, Idaho 83616 • P 208.939.4041 F 208939.4445 • www.thelandgrou inP c.com Title: ~ j ~ ~x ~-`- Ka , ~ ~ S cR } p-r C1 ~ a Date: OS-21-2013 i„ , ti , ~ . N Scale: finch = 300 feet File: Tract 1: 48.316 Acres: 2104640 Sq Feet: Closure = n70.5715w 0.01 Feet: Precision >1/999999: Perimeter = 6292 Feet 001=s00.2509w975.74 ~~ aiaowo~na~ 8.ao1° en~nR`dsi~G°cn`d~is~235034 002~89.3640w 1989.76 007=n00.3225e 200.63 012=n00.2259e 52.00 003=n00.3316e 153.Ob H ~4°y3,°,~~,.~1'"~ L R Ib 00 D s 1 1418 l 013=s89.3701e 2233.93 004: Lt, R°206.30 Dsita~I4.4101 Bng=n21.4713w, (`hd=136.99 . , e ta Bn~1.0949e, Chd=3240 005=n44.0745w 267.59 010=n00.3225e 85.09 Title: ~~.t u~x~-~-]or.~ ~~s~~,~p`('td~ Z~ Date: OS-O1-2013 Scale: finch = 120 feet File: Traci l : 5.245 Acres: 228472 Sq Feet: Closure = s67.58 i 9e 0.01 Feet: Precision =1 /323120: Perimeter = 2153 Feet 001=s89.3701 e 303.40 ~~ R4 Razo.so, >klm=al.laag Bng=s20.0459e. Chd=14.44 Ol l =n86.1558w 225.83 002=s00.2259w 52.00 007=s00.3225w 200.63 012=n89.2644w 254.00 Bng R~ 3 IB~l~hd12$~ 0926 B 8: t~l 47~s~~im~ a 4010 013=n00.3225e 638.03 004=s00.3225w 84.73 009=s44.0745e 149.80 Bn~s20.0459 CIrd13 401448 U10=S45.5215W 25.00 ~~ u ='I THE LAND GROUP, INC. Date: Apri125, 2013 Project No. 113901 PARAMOUNT NORTHEAST ZONE CC (1) DESCRIPTION A parcel of land located in the NW 114 of the NE 1/4 of Section 25, T. 4 N., R. W., B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 24 and 25 of said T. 4 N., R. 1 W., and Sections 19 and 30 of T. 4 N., R. 1 E., B.M.; Thence North 89°37"O1" West, 2669.33 feet on the section line common to said Sections 24 and 25 to the 1/4 Section Corner common to said Sections 24 and 25, said point being the REAL POINT OF BEGINNING; Thence reversing direction, South 89°37'01" East, 303.40 feet on the section line common to said Sections 24 and 25; Thence leaving said section line, South 00°22'59" West, 52.00 feet to a point of curve on the westerly right-of--way line of North Fox Run Way, said point also being on the westerly boundary line of Paramount Subdivision No. 5, as same is shown on the Plat thereof recorded in Book 92 of Plats at Page 10969 of Ada County Records; Thence on the westerly and northerly boundary line of said Paramount Subdivision No. S for the following courses and distances: Thence 31.47 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90°09'26" and a chord distance of 28.32 feet which bears South 44°32'18" East; Thence South 00°32'25" West, 84.73 feet to a point of curve; Thence 33.11 feet on the arc of a curve to the left, said curve having a radius of 46.00 feet, a central angle of 41 ° 14'48" and a chord distance of 32.40 feet which bears South 20°04'59" East to a point of reverse .curve; Thence 14.76 feet on the arc of a curve to the right, said curve having a radius of 20.50 feet, a central angle of 41 ° l 4'4$" and a chord distance of 14.44 feet which bears South 20°04'59" East; LnnrLrcape flnhitectnre • Site Pln»»i»g • Civil E»gineeri»g • GolJCa»ne Irrigation d' E»gi»eeriug • Grapbit Commnnicotia» 462 E. Shore Drive, Ste. 100, Eagle, Idaho 83G] G • P 208.939.4041 F 208.939.}445 + wuw.~hefaudpmupinc.cocn ~.i i~ "~ ~, `~ ~+' THE LAND GROUP, 1NC. Thence South 00°32'25" West, 200.63 feet to a point of curve; Thence 139.94 feet on the arc of a curve to the left, said curve having a radius of 179.50 feet, a central angle of 44°40'10" and a chord distance of 136.43 feet which bears South 21°47'40" East; Thence South 44°07'45" East, 149.80 feet; Thence South 45°52'15" West, 25.00 feet; Thence North 86° 15'58" West, 225.83 feet; Thence North 89°26'44" West, 254.00 feet to a point on the north-south mid- section line of said Section 25; Thence Ieaving the northerly boundary line of said Paramount Subdivision No. 5, North 00°32'25" East, 638.03 feet on the north-south mid-section line of said Section 25 to the real point of beginning. Said parcel contains 5.25 acres more or less. PREPARED BY: REVI PROVaL 8Y MAY 2 ~ 2013 MERIDIAN PUBLIC WORKS DEPT. James R. Washburn, PLS / 2 Ilrrtrtrrape Arrhilectrnz • Site P(orrn»ig + Civil Enginerrirtg • Gaff Canrre Imgatios e~' Er{giaeerixg + Graphic Communrcatioa 4b2 E. Shore I}reve, Ste. 100, Eagle, Ida17o 8361 G • P 208.939.4041 F 208.939.4445 • unv~v.thelandpr°upinc.com THE LAND GROUP, INC. Title: ZONE CC (I) DESCRIPTION Date: OS-01-2013 Scale: finch = 120 feet File: Tract 1: 5.245 Acres: 228472 Sq Feet: Closure = s67.5819e O.OI Feet: Precision =1/323120: Perimeter = 2153 Feet 001=s89.3701 a 303.40 ~ sin oases ~1,~~~i4~.aa~'4as O11=n86.1558w 225.83 402=s00.2259w 52.00 007=s00.3225w 200.63 012=n89.2G44w 254.00 003: Rt, Ry20.00 Ddm=90.09z6 Bng=s~W.321&, ~'hd=28.32 OOg: LL R=179.50 Delta°44.4010 Bng=s21.4140e, Clad=136.43 013=n00.3225e 638.03 004=s00.3225w 84.73 009=s44.0745e 149.80 g ~s?o oass~°~no`al sz 4014°$ 010=s45.5215w 25.00 Yf ~ ~..~ ~, ~~ ~~ THE LAND GROUP, iNC. Date: Apri125, 2013 Project No. 113901 PARAMOUNT NORTHEAST ZONE CC (2) DESCRIPTION A parcel of land located in the NW 1 /4 of the NE 114 of Section 25, T. 4 N., R. 1 W., B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 24 and 25 of said T. 4 N., R. 1 W., and Sections 19 and 30 of T. 4 N., R. 1 E., B.M.; Thence North 89°37'01" West, 2669.33 feet on the section line common to said Sections 24 and 25 to the 1/4 Section Corner common to said Sections 24 and 25; Thence reversing direction, South 89°37'01" East, 435.40 feet on the section line common to said Sections 24 and 2S to the REAL POINT OF BEGINNING; Thence continuing South 89°37'01" East, 699.30 feet on the section line common to said Sections 24 and 25; Thence leaving said section line, South 00°32'25" West, 72S.S9 feet; Thence North 89°36`40" West, 477.15 feet to a point on a curve on the easterly right-of--way line of North Fox Run Way, as same is shown on the Plat thereof recorded in Book 92 of Plats at Page 10969 of Ada County Records; Thence on the easterly boundary line of said Paramount Subdivision No. S for the following courses and distances: Thence 60.21 feet on the arc of a curve to the left, said curve having a radius of 206.50 feet, a central angle of 16°42'22" and a chord distance of 60.00 feet which bears North 35°46'34" West; Thence North 44°07'45" West, 267.59 feet to a point of curve; Thence 93.95 feet on the arc of a curve to the right, said curve having a radius of 120.50 feet, a central angle of 44°40'10" and a chord distance of 91.58 feet which bears North 21 °4T40" West; - LanrLrrape Arrhitertrrn • Site Planning • CioilEngineering • Golf Canrre Irrigation dr Engineering • Grophic CommruJication 462 Ir. Shore Drive, Sce. 140, Eaglc, Idaho 8361 G • P 208.939.4041 P' 208.939.4445 • w~~nv.nc~landerou inR c.eom Yi %~ ~`~ ~, r ~.~.+ THE LAND GROUP, 1NC. Thence North 00°32'25" East, 200.63 feet to a point of curve; Thence 14.76 feet on the arc of a curve to the right, said curve having a radius of 20.50 feet, a central angle of 41°14'48" and a chord distance of 14.44 feet which bears North 21°09'49" East to a point of reverse curve; Thence 33.11 feet on the arc of a curve to the left, said curve having a radius of 46.00 feet, a central angle of 41 ° 14'48" and a chord distance of 32.40 feet which bears North 21°09'49" East to a point of reverse curve; Thence North 00°32'25" East, 85.09 feet to a point of curve; Thence 31.36 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 89°50'34" and a chord distance of 28.25 feet which bears North 45°27'42" East; Thence North 00°22'59" East, 52.00 feet to the real point of beginning. Said parcel contains 11.30 acres more or less. PREPARED BY: THE LAND GROUP, INC. REVI W PROVAL BY MAY 21 2013 MERIDIAN PUBLIC WORKS DEPT. LanrJ.tcafie .ArrhrterU~re • Srte Plo~utin,~ • Civil Engirreeriug • Golf Corrrrr Irr%gntion dr E~tgi~teering • Graphic Comm»nrcvtiwt 4G2 r. Shorn Drive, Ste. 100, Eagle, Idaho $3G1G • P 2©8.939.4041 F 208.939.4445 • www.theiandpraupinc.com .., Title: z, O I\! E. C C ~2 'l7 ~~ C R I pT1 D /~,/ Date: 45-41-2413 Scale: finch = 120 feet File: Tract 1: l 1.303 Acres: 492340 Sq Feet: Closure = n31.0907e 0.01 Feet: Precision =1/279844: Perimeter = 2741 Feet 001=s89.3701 a 699.30 ~~ ~. R=120.50 DeIm=44.4010 g=n21.4740w, ~hd=91.58 01I: Rtt,, R=20.00, De1m=895034 Bng~n45.2742e, Chd=2625 002=s00.3225w 725.59 007=n00.3225e 240.63 012=n00.2259e 52.00 003=n89.3640w 477.15 008: Rt. R=20.50, Delta~41.1448 Bng=nzLO94s~, clad=la.aa l 48 00 L R-4 00 l 1 = 004: Lt Rs206.50 Delta=16.4222 8ng=n35.463aw, ~hd~i0.00 t, ~ 9: 6. , L 41. 4 ta Bn~~=n21.0949e, Chd-32.a0 005=n44.0745w 267.59 010=n00.3225e 85.09 ~~ /,~..~ r ~~ +, =_ THE LAND GROUP, tNC. Date: Apri130, 2013 Project No. 113901 PARAMOUNT NORTHEAST TN-C ZONE DESCRIPTION A parcel of land located in the NE 1 /4 of Section 2S, T. 4 N., R.1 W., B. M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Section Corner common to Sections 24 and ZS of said T. 4 N., R. 1 W., and Sections 19 and 30 of T. 4 N., R. 1 E., B.M., said point being the REAL POINT OF BEGINNING; and 2S; Thence North 89°37'01" West, 1 S34.b2 feet on the section line common to said Sections 24 Thence South 00°32'2S" West, 72S.S9 feet; Thence North 89°36'40" West, 477.1 S feet to a point of curve on the easterly right-of--way line of North Fox Run Way, said point also being on the easterly boundary line of Paramount Subdivision No. S, as same is shown on the Plat thereof recorded in Book 92 of Plats at Page 10969 of Ada County Records; Thence 100.$3 feet on the arc of a curve to the right, said curve having a radius of 206.50 feet, a central angle of 27°S8'38" and a chord distance of 99.83 feet which bears South 13°26'03" East on said Subdivision boundary line; Thence South 00°33' 16" West, 153.06 feet on said Subdivision boundary line; Thence South 89°36'40" East, 316.00 feet; Thence North 89°06'16" East a distance of 16.62 feet to a point of curve; Thence 50.92 feet on the arc of a curve to the left, said curve having a radius of 253.00 feet, a central angle of 11 °31'S7", a chord bearing of North 8S°02'SO" East, and a chord distance of 50.84 feet; Thence North 79°16'S2" East a distance of 27.46 feet to a point of curve; Thence 70.53 feet on the arc of a curve to the left, said curve having a radius of 278.00 feet, a central angle of 14°32' 11 ", a chord bearing of North 72°00'47" East, and a chord distance of 70.34 feet to a point of reverse curve; Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • www.thelandgroupinc.com Thence 694.91 feet on the arc of a curve to the right, said curve having a radius of 1538.51 feet, a central angle of 25°52'45", a chord bearing of North 77°41'04" East, and a chord distance of 689.02 feet; Thence South 89°34'51 " East a distance of 454.22 feet to a point of curve; Thence 72.52 feet on the arc of a curve to the left, said curve having a radius of 500.00 feet, a central angle of 08°18'37", a chord bearing of North 86°15'50" East, and a chord distance of 72.46 feet to a point of reverse curve; Thence 72.52 feet on the arc of a curve to the right, said curve having a radius of 500.00 feet, a central angle of 08°18'37", a chord bearing of North 86°15'50" East, and a chord distance of 72.46 feet; Thence South $9°34'51 " East a distance of 242.02 feet to a point on the Section Line common to said Sections 25 and 30; Thence North 00°25'09" East, 781.58 feet on the section line common to said Sections 25 and 30 to the real point of beginning. Said Parcel contains 31.27 acres more or less. PREPARED BY: THE LAND GROUP, INC. REVI PPROVAL BY MAY 2 t 2013 MERfDIAN PUBLIC WORKS DEPT. James R. Wasbbarn Site Planning • Landscape Architecture • Civil Engineering ~ Goff Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com Title: PARAMOUNT NORTHEAST TN-C ZONE DESCRIPTION Date: OS-O1-2013 Scale: finch = 280 feet File: Tract 1: 31.266 Acres: 1361961 Sq Feet: Closure = n17.3436e 0.01 Feet: Precision =1/611892: Perimeter= 5791 Feet 001=n89.3701w 1534.62 007=n89.0616e 16.62 013: L R-500.00. Delta-08.1637 Bng-~n`alblssoe,cn~n.4s 002=s00.3225w 725.54 008: Lt, R=253.D0, Delta=I t.3151 Bng=n65.0250e, ChrI=50.84 014: fit, R-SOO.OO, Ihlla--08.183? Bngat86.ISS0e, Chd~72.46 003=n893640w 477.15 009=n79.1652e 27.46 O15=s89.3451 a 242.02 004: R4 R=206.50 Delta=27.5836 Bn~s13.2603t, Cltd®99.83 010: L4 R=278.00, Detm=143211 Bn =n72.0047e, Chtk70.34 szas s 016=n00.2509e 781.58 005=s00.3316w 153.06 B~gT~ a ~~ • cn e 9 z . 006=s89.3640e 316.00 012=s89.3451e 454.22 r'% % •••- `, ~~ THE LAND GROUP, INC. Date: April 25, 2013 Project No. 113005 PARAMOUNT NORTHEAST R-8 ZONE DESCRIPTION A parcel of land located in the NE 1/4 of Section 25, T. 4 N., R.1 W., B. M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Section Corner common to Sections 24 and 25 of said T. 4 N., R. 1 W., and Sections 19 and 30 of T. 4 N., R. 1 E., B.M.; Thence South 00°25'09" West, 781.58 feet on the section line common to said Sections 25 and 30 to the REAL POINT OF BEGINNING; Thence continuing South 00°25'09" West, 194.16 feet on the section line common to said Sections 25 and 30; Thence North $9°36'40" West, 1673.76 feet; Thence North 89°06' 16" East a distance of 16.62 feet to a point of curve; Thence 50.92 feet on the arc of a curve to the left, said curve having a radius of 253.00 feet, a central angle of 11 °31'57", a chord bearing of North 85°02'50" East, and a chord distance of 50.84 feet; Thence North 79°16'52" East a distance of 27.46 feet to a point of curve; Thence 70.53 feet on the arc of a curve to the left, said curve having a radius of 278.00 feet, a central angle of 14°32' I 1 ", a chord bearing of North 72°00'47" East, and a chord distance of 70.34 feet to a point of reverse curve; Thence 694.91 feet on the arc of a curve to the right, said curve having a radius of 1538.51 feet, a central angle of 25°52'45", a chord bearing of North 77°41'04" East, and a chord distance of 689.02 feet; Thence South 89°34`51 " East a distance of 454.22 feet to a point of curve; Thence 72.52 feet on the arc of a curve to the left, said curve having a radius of 500.00 feet, a central angle of 08°I 8'37", a chord bearing of North 86°15'50" East, and a chord distance of 72.46 feet to a point of reverse curve; Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • www.thelandgroupinc.com Thence 72.52 feet on the arc of a curve to the right, said curve having a radius of 500.00 feet, a central angle of 08°18'37", a chord bearing ofNorth 86°15'50" East, and a chord distance of 72.46 feet; Thence South 89°34'51 " East a distance of 242.02 feet to the real point of beginning. Said Parcel contains 5.74 acres more or less. PREPARED BY: THE LAND GROUP, INC. LAhrd a 7880 ~~f_2,~_ZD 1~ `~9,I,gTE OF ~~P~~ R. WA James K. Washburn, PLS ABV PPROVAL BY MAY 2 't 2013 MBpIDIAN PUBLIC WOR~C~ ®EPT. Site Pianning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 ~ Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com I ~ ~. >~ I ~ s >~$ A I .. ~ CI I (A _ S ~ Z ~ C ~o ~ ~ D r.. Z O ~ m~ a ~ -~-~ ~ w O n G G G c ~~~~~~ A~~~~~~ : M ? ~, „ E e 9 B 9 6 U 4 E 0 9 L' gg R ~ @ I? ~1~ 5 p 5 ~ ~ X ~ p N ~ X ~ ~ yy C ~ I; 4 ~ ~ ~ qq Q ~ ~ ~ ~ ~ N ~ i ~ 4 ~ ~ ~ ~ 4 ~ = 4 ~ x a sqq q ~ p ~ : ~ II d Q ,p yy 7 d ,~ € NNE E 8 f tl S g SEE ~ 1 fi 7 ~ x °s a n & a ; a ~i ~ x a € 6 ~ ~ i~ i ~~ ~~ ~~ S,° d -` 8 g' ~o~ ~~~~ ANNEXATION & ZONING PARAMOUNT NORTHEAST ~ ~ ~ ~ °°" 6 i $ Meridian - Idaho .. $ , PARAMOUNT NORTHEAST R-8 ZONE DESCRIPTION Title: Date: OS-01-2013 Scale: linch = 225 feet File: Tract 1: 5.747 Acres: 250340 Sq Feet: Closure = n29.5644e 0.00 Feet: Precision =1!994429: Perimeter = 3570 Feet 009: Lt, R=500.00, Delu=08.1837 001--s00.2509w 194.16 005=n79.1652e 27.46 sn - ee.lsso<, cnd=n.n~ 002=n89.3640w l b73.76 ~: Lt, R=278.00 Delta-la.3z11 014 R=soo.oo ~1~=os.ls37 Bngg=n72.0047e, Ctltd=70.34 Bngsn86.1550e, Ciltd=72.46 003=n89.06}6e 16.62 007: R4 R=1s36s1, Delta=2sszas Ol 1=s89.3451 a 242.02 004: L4 R=253.00 Delta=t 1.3157 Bng=n77.4104e, Chd b89.02 8ng=n85.02Sik, Cthd=50.84 008=s89,3451 e 454.22 .., ~.~....~ nn.~ oyep~ ueiGieW g a ? 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