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HomeMy WebLinkAboutnorthern gateway_option B Legal Description and MapEXHIBIT A URBAN RENEWAL DISTRICT BOUNDARY DESCRIPTION FOR MERIDIAN DEVELOPMENT CORPORATION NORTHERN GATEWAY A description for Urban Renewal District purposes located in the NE 1/4 of the NE 1/4 of Section 12, Township 3 North, Range 1 West, also being in the S 1/2 of the SW 1/4 of Section 6, and in the NW 1/4 of Section 7, and in the N 1/2 of the SW 1/4 of Section 7, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a brass cap monument marking the southeasterly corner of said S 1/2 of the SW 1/4 of Section 6, from which a brass cap monument marking the southwesterly corner of said Section 6 bears S 88°35’17” W a distance of 2404.78 feet; Thence S 88°35’17” W along the southerly boundary of said Section 6 a distance of 389.74 feet to the POINT OF BEGINNING; Thence continuing S 88°35’17” W a distance of 35.08 feet to a point; Thence leaving said southerly boundary N 1°24’43” W a distance of 54.39 feet to a point marking the southwesterly corner of that PARCEL as shown on Record of Survey No. 2969, Instrument No. 94082169, found in the office of the Recorder, Ada County, Idaho; Thence N 27°07’54” W along the southwesterly boundary of said PARCEL a distance of 75.58 feet to a point marking the westerly corner of said PARCEL, said point being the southerly corner of PARCEL A as described in Warranty Deed Instrument No. 96048180 as found in said office of the Recorder; Thence leaving said southwesterly boundary of said PARCEL and along the southwesterly boundary of said PARCEL A the following described courses: Thence N 51°10°43” W a distance of 78.50 feet to a point; Thence N 71°30°43” W a distance of 684.82 feet to a point; Thence N 0°29’39” E a distance of 5.24 feet to a point marking the southeasterly corner of LA PLAYA MANOR ESTATES SUBDIVISION as found in Book 70 of plats at Pages 7187 — 7188 in said office of the Recorder; Page 10f8 (Option B) Thence leaving said southwesterly boundary of said PARCEL A and along the southwesterly boundary of said LA PLAYA MANOR ESTATES SUBDIVISION the following described courses: Thence S 88°51’10” W a distance of 100.83 feet to a point; Thence N 64°55’11” W a distance of 91.10 feet to a point; Thence N 52°28’52” W a distance of 886.26 feet to a point on the southerly right-of-way of E Carmel Drive; Thence continuing N 52°28’52” W a distance of 60.00 feet to a point on the northerly right-of-way of E Carmel Drive; Thence leaving said southwesterly boundary of LA PLAYA MANOR ESTATES SUBDIVISION and along said northerly right-of-way the following described courses: Thence S 38°12’39” W a distance of 48.77 feet to a point; Thence a distance of 31.81 feet along the arc of a 35.00 foot radius curve right, said curve having a central angle of 52°04’52” and a long chord bearing S 64°15’05” W a distance of 30.73 feet to a point; Thence N 89°42’29” W a distance of 183.94 feet to a point; Thence N 65°44’09” W a distance of 8.70 feet to a point on the easterly right-of-way of N Meridian Road; Thence leaving said northerly right-of-way and along said easterly right-of-way the following described courses: Thence N 1°26’19” E a distance of 197.79 feet to a point; Thence N 0°18’09” E a distance of 28.88 feet to a point; Thence N 89°37'07” W a distance of 4.50 feet to a point; Thence N 0°18’09” E a distance of 90.62 feet to a point on the northerly boundary of said S 1/2 of the SW 1/4 of Section 6; Page 2 of 8 Thence leaving said easterly right-of-way S 89°08’51” W along said northerly boundary a distance of 43.51 feet to a point marking the northwesterly corner of said S 1/2 of the SW 1/4 of Section 6; Thence S 0°18’09” W along the westerly boundary of said S 1/2 of the SW 1/4 a distance of 1324.40 feet to a point marking the southwesterly corner of said S 1/2 of the SW 1/4, said point being the northeasterly corner of said Section 12; Thence N 89°26’54” W along the northerly boundary of said Section 12 a distance of 357.11 feet to a point; Thence leaving said northerly boundary S 0°33’06” W a distance of 57.00 feet to a point on the southerly right-of-way of W Cherry Lane; Thence along said southerly right-of-way the following described courses: Thence S 62°43’15” E a distance of 12.62 feet to a point on the westerly right-of-way of NW 2nd Street; Thence leaving said westerly right-of-way S 86°48’50” E a distance of 60.07 feet to a point on the easterly right-of-way of NW 2nd Street; Thence leaving said easterly right-of-way N 66°24’13” E a distance of 12.07 feet to a point; Thence S 89°26’54” E a distance of 182.01 feet to a point; Thence S 45°34’48” E a distance of 41.81 feet to a point on the westerly right-of-way of N Meridian Road; Thence leaving said southerly right-of-way and along said westerly right-of-way the following described courses: Thence S 3°25’19” E a distance of 81.40 feet to a point; Thence S 0°23'29” W a distance of 119.26 feet to a point; Thence leaving said westerly right-of-way S$ 89°36’31" E a distance of 57.50 feet to a point on the westerly boundary of said NW 1/4 of Section 7; Page 30f 8 Thence N 0°23'29” E along said westerly boundary a distance of 9.32 feet to a point on the extension of the northerly boundary of PARCEL A as shown on Record of Survey No. 10448, Instrument No. 2016-028560, found in said office of the Recorder; Thence N 89°36’58” E along said extension a distance of 46.00 feet to a point marking the northwesterly corner of said PARCEL A; Thence continuing N 89°36’58” E along the northerly boundary of said PARCEL A a distance of 194.02 feet to a point marking the northeasterly corner of said PARCEL A; Thence S 0°23’29” W along the easterly boundaries of said PARCEL A and of PARCEL B of said Record of Survey No. 10448 a distance of 233.00 feet to a point marking the southeasterly corner of said PARCEL B; Thence S 89°36’58” W along the southerly boundary of said PARCEL B a distance of 50.01 feet to a point; Thence leaving said southerly boundary S 0°23’29” W a distance of 106.39 feet to a point; Thence S 89°36’05” W a distance of 150.01 feet to a point on the easterly right-of-way of N Meridian Road; Thence along said right-of-way the following described courses: Thence S 0°23'29” W a distance of 1015.39 feet to a point; Thence S 23°44’59” E a distance of 9.44 feet to a point on the northerly right-of-way of E Washington Street; Thence leaving said easterly right-of-way N 89°36’04” E along said northerly right-of-way a distance of 440.45 feet to a point on the westerly right-of-way of N Main Street; Thence leaving said northerly right-of-way N 0°33’24” E along said westerly right-of-way a distance of 256.24 feet to a point on the extension of the northerly boundary of that PARCEL as shown on Record of Survey No. 1171, Instrument No. 8761859, found in said office of the Recorder; Thence leaving said westerly right-of-way N 89°58'13” E along said extension a distance of 80.00 feet to a point marking the northwesterly corner of said PARCEL; Page 4 of 8 Thence continuing N 89°58’13” E along the northerly boundary of said PARCEL a distance of 249.98 feet to a point marking the northeasterly corner of said PARCEL, said point being the northwesterly corner of SCHOOL PLAZA SUBDIVISION NO. 1 as found in Book 64 of plats at Pages 6501 — 6502 in said office of the Recorder; Thence along the easterly boundary of said PARCEL and the westerly boundary of said SCHOOL PLAZA SUBDIVISION NO. 1 the following described courses: Thence S 0°33’24” W a distance of 290.72 feet to a point; Thence N 89°26’36” W a distance of 37.00 feet to a point; Thence S 0°33'24” W a distance of 280.00 feet to a point marking the southeasterly corner of said PARCEL and marking the southwesterly corner of said SCHOOL PLAZA SUBDIVISION NO. 1; Thence leaving said boundaries and continuing S 0°33’24” W along an extension of said boundaries a distance of 60.01 feet to a point on the northerly boundary of Block 5 of FA NOURSES SECOND ADDITION as found in Book 2 of plats at Page 64 in said office of the Recorder; Thence leaving said extension N 89°35’47” E along said northerly boundary a distance of 87.19 feet to a point marking the northeasterly corner of said Block 5; Thence S$ 0°31’57” W along the easterly boundary of said Block 5 a distance of 255.99 feet to a point marking the southeasterly corner of said Block 5; Thence continuing S 0°31’57” W a distance of 80.01 feet to a point marking the northeasterly corner of Block 2 of said FA NOURSES SECOND ADDITION; Thence continuing S 0°31’57” W along the easterly boundary of said Block 2 a distance of 256.02 feet to a point marking the southeasterly corner of said Block 2; Thence S 0°32°08” W a distance of 80.01 feet to a point on the southerly right-of-way of E Pine Avenue as shown on Record of Survey No. 11653, Instrument No. 2018-119154, found in said office of the Recorder; Page 5 of 8 Thence along said southerly right-of-way the following described courses: Thence N 89°35’22” E a distance of 80.01 feet to a point marking the northwesterly corner of that right-of-way vacated to adjoining owners, as described in Instrument No. 98218, of Block 7 of the amended plat of the TOWNSITE OF MERIDIAN as found in Book 1 of plats at Page 30 in said office of the Recorder; Thence continuing N 89°35’22” E a distance of 308.78 feet to a point marking the northeasterly corner of said vacated right-of-way of Block 1 of the amended plat of ROWAN ADDITION as found in Book 2 of plats at Page 52 in said office of the Recorder; Thence continuing N 89°35’22” E a distance of 80.04 feet to a point marking the northwesterly corner of said vacated right-of-way of Bock 6 of said amended plat of ROWAN ADDITION; Thence leaving said southerly right-of-way N 0°58'55” E a distance of 80.02 feet to a point marking the southwesterly corner of Block 3 of COTTAGE HOME ADDITION as found in Book 1 of plats at Page 42 in said office of the Recorder; Thence N 0°37’13” E along the westerly boundary of said Block 3 a distance of 256.03 feet to a point marking the northwesterly corner of said Block 3; Thence continuing N 0°37°13” E a distance of 80.01 feet to a point marking the southwesterly corner of Block 6 of said COTTAGE HOME ADDITION; Thence continuing N 0°37’13” E along the westerly boundary of said Block 6 a distance of 255.93 feet to a point marking the northwesterly corner of said Block 6; Thence N 89°35’47” E along the northerly boundary of said Block 6 a distance of 299.64 feet to a point marking the northeasterly corner of said Block 6; Thence continuing N 89°35’47” E a distance of 99.67 feet to a point the northwesterly corner of Lot 1 of Block 1 of EASTSIDE PARK SUBDIVISION as found in Book 20 of plats at Pages 1312 — 1313 in said office of the Recorder; Thence continuing N 89°35’47” E along the northerly boundary of said Lot 1 a distance of 12.32 feet to a point on an extension of the easterly boundary of Lot 1 of Block 3 of said EASTSIDE PARK SUBDIVISION; Thence leaving said northerly boundary N 0°34’47” E a distance of 60.01 feet to the southeasterly corner of said Lot 1 of Block 3; Page 6 of 8 Thence S 89°35’47” W along the southerly boundary of said Lot 1 a distance of 71.98 feet to the southwesterly corner of said Lot 1; Thence N 0°35’03” E along the westerly boundary of said Lot 1 a distance of 120.38 feet to the northwesterly corner of said Lot 1; Thence N 89°35’47” E along the northerly boundary of said Lot 1 a distance of 11.00 feet to a point; Thence leaving said northerly boundary N 0°35’00” E a distance of 120.38 feet to a point on the northerly boundary of said Block 3; Thence N 89°35’47” E along said northerly boundary a distance of 10.60 feet to a point on the extension of the easterly right-of-way of NE 4th Street; Thence leaving said northerly boundary N 0°34’47” E along said extension a distance of 60.01 feet to a point on said easterly right-of- way; Thence continuing N 0°34’47” E along said easterly right-of-way a distance of 301.48 feet to a point on the southerly boundary of FORTY THREE NORTH SUBDIVISION as found in Book 116 of plats at Pages 17417 — 17419 in said office of the Recorder; Thence S 89°36’17” W along said southerly boundary a distance of 10.00 feet to a point marking the southwesterly corner of said FORTY THREE NORTH SUBDIVISION; Thence along the westerly boundary of said FORTY THREE NORTH SUBDIVISION the following described courses: Thence N 0°34’47” E a distance of 349.78 feet to a point; Thence N 45°34’47” E a distance of 27.80 feet to a point marking the northwesterly corner of said FORTY THREE NORTH SUBDIVISION; Thence leaving said westerly boundary S 88°23’46” E along the northerly boundary of said FORTY THREE NORTH SUBDIVISION a distance of 62.38 feet to a point on the extension of the easterly boundary of that PARCEL as shown on Record of Survey No. 10184, Instrument No. 2015-067809, found in said office of the Recorder; Thence N 0°35’00” E along said extension a distance of 62.05 feet to a point marking the southeasterly corner of said PARCEL; Page 7 of 8 Thence continuing N 0°35’00” E along the easterly boundary of said PARCEL a distance of 652.57 feet to a point marking the southwesterly corner of that PARCEL as shown on Record of Survey No. 2532, Instrument No. 9353397, found in said office of the Recorder; Thence leaving said easterly boundary N 89°10’54” E along the southerly boundary of said PARCEL as shown on Record of Survey No. 2532 a distance of 240.25 feet to a point marking the southeasterly corner of said PARCEL as shown on Record of Survey No. 2532; Thence N 0°36’25” E along the easterly boundary of said PARCEL as shown on Record of Survey No. 2532 a distance of 260.06 feet to a point on the southerly right-of-way of E Fairview Avenue; Thence leaving said easterly boundary and continuing N 0°36’25” E along and extension of said easterly boundary a distance of 49.99 feet to the POINT OF BEGINNING. This parcel contains approximately 105.802 acres. NOTE: This description was prepared using record information including Record of Surveys, Subdivision Plats and Deeds acquired from the Ada County Recorder’s office. No field survey has been performed. Prepared by: Kyle A. Koomler, PLS Civil Survey Consultants, Incorporated September 28, 2021 Page 8 of 8 EXHIBIT B SKETCH TO ACCOMFANY URBAN RENEWAL DISTRICT DESCRIPTION FOR MERIDIAN DEVELOPMENT CORPORATION LOCATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION 12, TOWNSHIP 3 NORTH, RANGE 1 WEST, ALSO BEING IN THE S 1/2 OF THE SW 1/4 OF SECTION 6, AND IN THE NW 1/4 OF SECTION 7, AND IN THE N 1/2 OF THE SW 1/4 OF SECTION 7, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, ADA COUNTY, IDAHO 1/4 4 a LEGEND ak: gq Ui << © ——— URD BOUNDARY go 2 S 1/16 cs 1/16 7 3S N 890851" £ 2404.26’ */ URD AREA & 3 aS N 01809” £ N 01819" F£ 1300.92 - 4 4 hi S 892654" FE 2655.27 W CHERRY LANE ~ L \J SEE SHEET 3 OF 4 } : N hy QW 3S © N g Nl 3 wi —u SQ: ~ ER IS hI hs IN RS N 2 SHEET 4 OF «|S 1/4 Cc 1/4 k: N 893522" E 2394.97 E PINE AVENUE CIVIL SURVEY CONSULTANTS, INC. 2893 SOUTH MERIDIAN ROAD SCALE: 1"™=1000" MERIDIAN, IDAHO 83642 (208)888-4312 SHEET 1 OF 4 (Option B) EXHIBIT B (CONTINUED) SEE ki LS 1/16 2D» ! ~ " MERIDIAN ROA 4 7 7. 7 33 itd 7 5 / % 12.7 N 01809” £ 1324.40" PETAL B 7 ge 126719". 197.79 Lr 4351 2 © N 7 N 0; NY 0,00 "=n > L-117 / Rl 4 2 ') N 01809" E QS ; 5 7 NR \ 28.88 Sy N 12619" E£ | 2 197.79 od § DETAIL B 48 % NO SCALE 7 cs 1/16 J NN ™ JT — 0 pe : mn OR Ed / A SCALE: 1"=300" 2 3 o3R aN Is 8 ~ RT AN “ 2 eS§ 7 ™ . s 38 BV Ms LEGEND NE : S / oY N S URD BOUNDARY 3 © i URD AREA Vd CIVIL SURVEY CONSULTANTS, INC. 2893 SOUTH MERIDIAN ROAD SEE —| MERIDIAN, IDAHO 83642 DETAIL A (208)888-4312 b= LINE DATA core El BEGINNING > rn a «, £ BARBARA L=2 N 172443" W 54.39 Q| ORE L=3 N 270754” W 75.58 NY L—4 N 511043" Ww 78.50’ >, L=5 N 02939" £ 5.24 DETAIL A L-6 S 885110" W 100.83’ , NO SCALE = N 6455°11" WwW 971.10" 1/4 LN OTI1819" E L=8 S 38'12'39" W 48.77" k 1300.92" L-9 N 894229" Ww 183.94" cS 1/16 L—710 | N 654409" W 8.70’ L—=17 N 893707" Ww 4.50 L—12 N 01809” E 90.62" CURVE DATA CURVE DELTA RADIUS ARC TANGENT CHORD [CHORD BRNG. SHEET 2 or 4 c-1 52°0452" 35.00 31.81 17.10 30.73 S 641505” w EXHIBIT B (CONTINUED) | | | | | | |=” Jz NW 1ST STREET 3 J— — - Yo SCALE: 1"=300" oe SK L—7 = N MERIDIAN ROAD ir N 02329" FE 265211 [-21 2 5 50.4 VT & 03320” Ww 1075.39°1 [—2 7 TA 6 LEGEND 42% 9 1071 2% 2 AS 2 7 1-25 3 ——— URD BOUNDARY 2) % i 2 i bs zz 7% 7 / / ve 7 URD AREA HY oN 7 01994 5 / yd / N \ ON N NIN N J S 3 LY \ \ Q NNN LRN SN 4 ARR OWN FNNIAY MINAS 3 / Zz rd / VA 4 7 0 Ni s Pgs v7 disdd A Va 7 ~ A911 Al or 5 |] SAA ddd ALC INE 2ND 1/2 STREET A / Sg FA AA TT AT TE CAAA, Xs NV AMA es YANO LINE DATA SA litt 33 7 <3 [NE BEARING _ DISTANCE. 7, Aa 2) 2d SHS f R L—13| § 033068" w 57.00 / Ni A ay / ND EE C2 WT EN a i rr [76 | N 66247157 £ 72.07 A $7 E 3R5, S778 v ON L—17 | S$ 892654” £ 182.01’ 7 A ; [—18 | _S 455448" E 41.87 oe 4 [—19| 5 32579" EF 51.40’ ra 1-20 | S 02529" Ww 179.26 7, id / ee A 4 zr sosese el zocor | WOH BT Ard 27 0 Gasp & © H1des g [—25| 5S 02329" W 106.39” } ge2sr ] [26 | 5 893605" W 150.01” "62.05 IN L—40 | N 453447" £ 27.80’ £ [47] S 882346" E 62.38 4] CIVIL SURVEY CONSULTANTS, INC. 2893 SOUTH MERIDIAN ROAD MERIDIAN, IDAHO 83642 (208)888-4312 POINT OF A BEGINNING 1/4 SHEET 3 OF 4 NH N 03447" EF 2694.28 ial I EXHIBIT B (CONTINUED) J j— N MERIDIAN ROAD SCALE: 17=300" Lt N 02329" FE 2652.11" S arly (glen _ ( S 02329" W LEGEND “ Lh & 55 S RR. ~| [W / yl 3 9 0 | 3 L—=28/ URD BOUNDARY g 3 < | XS 5 N NI a NY ve WD S — SHIR dd URD AREA = a 3 3 4 . © 9 Ww SN | Ww \ N MAIN STREET 3 [o)) | B L—31- 1 ’ | 222. 02’ 18001, 255 _ LLS 03157" W, 592.02" ’ 2 Ll SA of AML i N N ’ C / / fd lr A Gi ke | a ward / y — i / LLL LS SI J A / y | / | NE 2ND 1/2 STREET S$ RY ‘ANN vd (7S : Yn S MAAS g VAS " INE IRD STREET 7 7 7 7 7 7 ty SN I N 03713 E "591.987 7 3 § [| ! 2560318001 255935 KJ 7a 5 8 Pals Ww «| TL=32 IER f3 oY 7 SH | 3 I — Wi AA Q Sw 1 349,78" M — | —N IN | ZZ 4 OF -J9 J Wy ] AI ——— NES oy N|NE 4TH STREET f= NOH1] E 9 SR | 301.48 IS; | § 12.32" 60.01" i SES L154 NE 47H STREET H 2 FL —33 bs S — i ~ S = |= NE 5TH _STREI — N J a £T S, NE_STH STREET | 3 Q LINE DATA I< Q LINE BEARING DISTANCE Wu = [—28 | S 234459" £ 9.44" S ty [—29 N 8926°36" Ww 37.00’ | {—30 N 893547" E 87.19" W | L—37 S 03208" w 80.01" ™y a —— ; a ak C 1/4 N 0'34'47" E 2694.28 [-33 N 03447" E£ 60.07° [—-34 S 893547" Ww 71.98’ Eh. : CIVIL SURVEY CONSULTANTS, INC. CL Zo: 2893 SOUTH MERIDIAN ROAD lt RES i : ay MERIDIAN, IDAHO 83642 L—38 N 893547" E 70.60° (206)583:4312 SHEET 4 OF 4 | —39 S 89'36°17" W 710.00’