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HomeMy WebLinkAboutCC - Unsigned PlatBASIS OF BEARING N89'22'01"W 2642.73 /...... ............. 2,317.73' - W. MCMILLAN ROAD _ _ - - 325.00 32 ° S89'22'01 "E 325.82' - - - - - N00937'59"E 36.17'x--------------� I UJIV €i2 J I LOC 2 S89'22'01 "E 224.83 o L1 32 33 4 BRASS CAP \ i �I I `POINT OF Ji 16 I BEGINNING 1 0 I �x 0 p N82'04'19"W 112.00'-r L3 -• i w i ZN N07'55'41"E 110.00' O 8 9 10 11 12 I 13 14 15 I I GANDER CREEK NORTH SUBDIVISION NO. 3 BOOK PAGE N82'04'19"W 1 N07'55'41 "E 5' N57'00'49"E 19. N07055'41"E 3E GANDER CREEK NORTH SUBDIVISION N0, 1 BOOK PAGE N29051'33"W 21. N13'17'47"E 57.1 S76'42'13"E 10. N13'17'47"E 110.00'P37AO35O3433 --�-� yy LOS =0 0 1DR i 1 ° O � O I O i I O M Mi°' O w O 15 w �w O oim O Q O o 14 Z U 6 Z V 13 I O � o m 12 24 I O 9��_ W 17 I I I 1D co I< AW Curve Table Curve # 20 I N 13 Chord Bearing Delta C1 90.00' 10.86' 10.86' w 21 10 I o 110.00' O 22.94' (N 11'58'13" 22 tV 71.50' 15.33' 15.30' I 1217'06" Q G LLI 100.00' I 1 21.40' Y 23 O 1217'06" Q m I I 27.50' S07'09'1 4"W 12'17'06" I 128.50' AW Curve Table Curve # Radius Length Chord Bearing Delta C1 90.00' 10.86' 10.86' N04'28'110E 6'55'00" C2 110.00' 22.98' 22.94' N06'59'47"E 11'58'13" C3 71.50' 15.33' 15.30' N07'09'14"E 1217'06" C4 100.00' 21.44' 1 21.40' N07'09'14"E 1217'06" C5 128.50' 27.55' 27.50' S07'09'1 4"W 12'17'06" C6 128.50' 15.51' 15.50' N0428'11"E 6'55'00" C7 100.00' 12.07' 12.06' 504'28'11"W 655'00" C8 71.50' 8.63' 8.63' S0428'1 1"W 6'55'00" C9 58.00' 20.57' 20.46' N66'07'33"E 20'19'15" CIO 58.00' 43.93' 42.88' S82'01'05"E 4323'30" C11 58.00' 31.07' 30.70' S44'58'30"E 30'41'40" C12 58.00' 31.07' 30.70' 514'16'50"E 30'41'40" C13 58.00' 42.42' 41.48' 522'01'13"W 41'54'27" C14 58.00' 169.06' 115.26' N40'31'49"W 167'00'31" C15 50.00' 72.50' 66.32' N40'31'49"W 83'05'00" N76-42.1' a W 492,44, FIVE MILE CREEK 31 / 30 I 29 Curve Table Curve # Radius Length Chord Bearing Delta C16 21.50' 28.21' 26.23' N44'28'59"W 75'10'41" C17 21.50' 2.97' 2.96' NO2'56'28"W 7'54'19" C18 21.50' 31.18' 28.52' N40'31'49"W 83'05'00" C19 78.50' 2.35' 2.35' S01'52'11"W 1'43'00" C20 58.00' 48.62' 47.21' 308'23'03"E 48'02'03" C21 58.00' 33.41' 32.95' 532'08'14"W 33'00'33" C22 58.00' 30.34' 30.00' S63'37'48"W 29'58'35" C23 58.00' 42.59' 41.64' N80'20'44"W 42'04'21" C24 58.00' 16.22' 16.16' N51'18'00"W 16'01'06' C25 58.00' 171.19' 115.48' N52'09'14"E 169'06'38" C26 78.50' 2.35' 2.35' N77'33'43"W 1'43'00" C27 50.00' 89.26' 77.87' N52'09'14"E 102'17'06" C28 21.50' 28.21' 26.23' N65'42'260E 75'10'41" C29 21.50' 10.17' 10.08' N14'33'53"E 27'06'25' C30 21.50' 38.38' 33.48' N52'09'14"E 102'17'06" 28 If 18'55"W 39.27' 000'41 "W 45.22' • �S67'22'39"W 97.25' S01'00'41 "W 7.42' 96.89' 100 0 50 100 200 SCALE IN FEET 1"=100' Line Table Line # Direction Length 1_1 S01'00'41 "W 25.00' L2 S00'37'59"W 100.00' L3 S8922'01"E 150.00' L4 N00'37'59"E 100.00' L5 N37'04'19"W 11.31' L6 N0755'41"E 36.87' L7 S52'55'41"W 11.31' L8 N07'55'41"E 36.87' L9 N58'17'47"E 11.31' L10 N13'17'47"E 19.90' L11 S31'42'13"E 11.31' L12 N13 -17.47"E 19.90' Line Table Line # Direction Length L13 N60'51'20"W 4.83' L14 S22'37'21"E 17.64' L15 S14'50'12'E 4.33- L16 S21'59'34"W 5.73' L17 N76'56'48"E 5.73' L18 N89'22'01"W 60.15' L20 S82'009"E 59.67' L21 507'55'41"W 86.78' L22 S88'59'19"E 119.13' L23 S05'31'20"W 80.93' L24 N74'22'02"W 105.42' PLAT SHOWING GANDER CREEK NORTH SUBDIVISION NO. 2 LOCATED IN THE NE 1/4 OF THE NE 1/4 OF SECTION 32, T.4N., R.1 W., BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 NOTES: 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Gander Creek Homeowner's Association and a Permanent Public Utilities and Property Drainage Easement is hereby designated along all lot lines common to a Public Right -of -Way and along all rear lot lines. A five (5) foot wide Public Utilities and Property Drainage Easement is hereby designated along each side of interior lot lines unless otherwise shown. 2. Portions of Lots 11, 16, 26 and 27, Block 2 and all of Lot 12, Block 2 are servient to and contain the ACHD Storm Water Drainage System. These lots are encumbered by that certain Master Perpetual Storm Water Drainage Easement recorded on May 8, 2009 as Instrument No. 109053259 and First Amended Master Perpetual Storm Water Drainage Easement recorded on November 10, 2015, as Instrument No. 2015-103256, Official Records of Ada County, and incorporated herein by this reference as if set forth in full (the "Master Easement"). The Master Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water Drainage System. 3. Any Re -Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards of the City of Meridian. 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any changed conditions in or about the surrounding nonagricultural activities after it has been in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when a nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof." 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been provided by Settlers Irrigation District in compliance with Idaho Code Section 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Settlers Irrigation District. 6. Direct lot access to W. McMillan Road is prohibited. 7. The bottom elevation of all structural footings shall be set a minimum of 12 -inches above the highest established normal Ground Water Elevation. 8. Lots 7, 12, 16, 27, and 30, Block 2, Lots 1 and 8, Block 9 and Lots 1 and 9, Block 10 are common lots which shall be owned and maintained by the Gander Creek Homeowner's Association. All common lots are subject to a blanket public utility easement and irrigation easement. 9. Idaho Power Easement - See Inst. No. 200301985 10. ACHD Permanent Easement - See Inst. No. 11. ACHD License Agreement - See Inst. No. __________________ 12. City of Meridian Water & Sewer Easement - See Inst. No. ______________ 13. Meridian Pathway Easement - See Inst. No. __________________ 14. ACHD Permanent Easement - See Inst. No. ________________ 15. Usage easement as shown and dimensioned on this plat for Lots 18-27, Block 2. Side yard fences in these lots can extend to the top of berm (edge of easement). 16. A twenty (20) foot access, ingress and eggress easement is hereby designated on Lot 12, Block 2 to the benefit of the adjoining north property and as delineated and reference on this plat LEGEND ------- SUBDIVISION BOUNDARY - - - SECTION LINE EASEMENT LINE (SEE NOTE 1) -- EXISTING EASEMENT LINE (AS NOTED) STREET CENTERLINE LOT LINE EXISTING PARCEL LINE LOT NUMBER ACHD STORM DRAIN EASEMENT SEE NOTE 2 FOUND 1/2" IRON PIN, PLS 7729 UNLESS OTHERWISE NOTED SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS CAP MONUMENT FOUND 5/8" IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE SET 5/8" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 LAND CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP 9955 W. EMERALD STREET, BOISE, ID 83704 SHEET 1 OF 4 W. MCMILLAN ROAD - - - W. MCMILLAN ROAD S89"22'01 "E 325.82' S89'22'01 NE 224.83' 01'00'41 "W ------ -----------------0• Q------- N00"37'59"E , SEE NOTE 13 1 1 SEE NOTE 13 POINT.00 OF 36.17' ---------------- --- ------------------------- -Q------- 1 3 w I------� SEE NOTE 9 18,581 sf • - -------- �- I BEGINNING ------------- -�-- 001 W 0 O1 I l =c--- ---------- ---------- 1. O Pool ------------- 82 0419S82 -04-19n n ., --------- 112.00* ---�--------� 112.00'.W 50 pp"216.48' nl 'M00 O MO ------- SEE NOTE 9 16 JW II �B[OCA' 50.00' 54.48• v1 , Z I 50,273 sf 1------ASEE f--.v8 s89"22 01 E ,w 22.12' 150.00'^ O 08 iq o .F :' I70 SEE r 50.07 6251' 37.42' 5.06 73.56' SNOTE 14 O' 6,820 sf ;(1 _� @ In $ a oNOTE 1 , r---, r---� ---- `�$. 2 I o 5,500 sf� 0 10 o a3 00.0 S8 248.62' I BLOCK 2 °? 0 11 r I 11,43' / \ ? S60' 22' 20"W I z l 0 5,500 sfin ;t 0 3 Note 78 I" 3 I I = I o 6,271 sf 3 ,4i F 5.81' N82"0,090W L_ I I z i iu'i o, v* M y N u*i 15 _ co, 12.97 49 03'J J I I o w, 12 h 13 0 14 rn n 6.327 sf ,a h \ 50 pp'J L21 �41n 4,532 sf o 6,100 sf o g 443 sf I o N07 55 41 E .950.00' L e - rn 8' SEE I " c9 II 57.00 `� N82'04'19" 9 49.67 L NOTE 1 I I w o W 357.25' 6 .00' J L Clp' N57'00 49 E I9 N82'04.19" Leo 39• s' �_ W 19.85' a N82 p4'19"W 96.55'33.05' w- N82-04,1 9. W LO ARES � (� 1 !�y ^ 235.17' ,_ a N07'55 41 E 3,202 sf 12.61' �I n �� 36.84 22.12' S88'59'19'E 1 -_-- N82'04'19'W 198. 8.00' 67' u C O - - - - 120.43'- - 2, w I- 117.86' 14.72' 24.26' J 28 87N82'04'19"W-3.5-2 s 109.59' O d W M O M Z o I--N82'04'19"W _ �s �I 24.49' 6,577 sf O a l 17 C17 I L---121.00'----� 10I 1 - -N88'59'19"W- - 8,273 sf 1 °�° SEE NOTE 10 k�9 1 L - S8859'19'E - -� 28.50' 2&50' of O J l 40 o 0� --109.00'- - °l C4 ol 7,502 sf m I ° uoil 16 to L - - -121.00'- - - J 5,450 sf l n I Q --N88'59'19'W- - L - S88'59'1 90 - --� a Y F - -109.00'- - Y w w of to b 0 n w n w NI ® Lij to 0 15 10 -Iw w I U 101 7,502 sf I IG '01 5,450 sf l o V M1 a ILL- - S88'59'19"E - 'ob m n L ---121.00'---J 109.00'-- `r,W z I U N I---N88'59'19"W- - -1 01 F--- o n n of O to Z w of v Io �1 74 10 Z Q NI 05 a' 10 5,450 sf 101 I L- - 888'59'19'E - J 1z 7,502 sf Lu o L ---121.00'---aJ--109.00'- z -� -4 Fol 1- --N88'59'19"W- - o� o t 3 I o0 28.50' 1 28.50 Ol Z l o 0 5,450 sf 1 01 © L- - S88-59 19-E - -) °I 7,502 sf 1 � - -109.00- 0 L----121.00'----� aI t2 I I- - -N88'59'19'W- - wl 0 5,450 sf c i o L= 888'59'19"E - J o Q7 0 C2�\ C3 NI 2.24' 6,050 sf ° o 109.00---1 o i 1 s> 8,196 sii.so' 1 r -- 121.00' -- J of t 1 o Z s 4213"E 119, i , r -cn -N88'59'19"W- - L - 5,450 sf J'° N29'51'33'W 97,-] 1 sa8.5s'1s'E- 21.93' m S7 42j>. g 9.00 o/r `w�r 11.90' I. � - -109-00'- I 109.00'- - i - N13'1747 E N 3E-1,767 9 , ,v o _ 6,803 sf I� 57.00' f'g S7642' \ -J T' !� 8.00'` S7642'13 E t o v0i l 10 0 I _ /40 129.44' _ J L 6,753 sf m I I 6'4213"E N - •---S>s42'73. -S764 , C29 10.64 I - 39.36' w f 2�.>9'_ 9 106 143E +� / / 1 50.00' _ 37642 73 E,, f NOTE 12 A17` �R 3 fl2 C28 0/ ` Of/ l / r` 6200' 379.76'-_'---__ --- S>g4 T O // 38 0 3 / I X50.00', -_SO -213 f 27629 _ - �ry� 5,500 sf C; t 37 0 / 3 / / 50,p0 SEE NOTE 1 h 5,500 sf n 3g o a 28 J L 6,820 sf o T 35 0o v / ; / / r 40' 0 ry0j ,�� 17 6,808 sf i n; eat lb �i'✓,'S Ir R l 18 I� c4\ 6,320 sf 1 UI L- -S88'59'19"E- J � - -98.08'- - 04 u � Io i 19 to L16 6,650 sf 17.93' - -S88 F- - r ----115.00'---J oI I- ol YO 18 101 7,130 sf l L --S88'59'19"E- - J F---115.00'---� 01 21'Io LI 5,750 sf all L --S88'59'19"E- - J I- - - -115.00'- - -;v Lq 01 O N I0 0I 5,750 sf 0 19 L --S88'59'19"E- r ---115.00'---01 SEE NOTE 10 N I 23 Z wl 7,130 sf 1N l �I L --S88-59'19"E- - J 1 N �--115.00'----1 l o gi I 0 24 o In 5,750 sf 10 3 L --S88'59'19"E- - J a F---115.00'----1 I of 25 Io 01 5,750 sf I0 I L - -S88 59'1 s"E- - J F ----115.00'-----i 001 26 Io I u0*1 8.7022,750 sf I LO S88'59.19'E' C19 115.00' L15 - 27 a� ` 8,218 sf 2 106.77, 1.5 Uryi `N>4�22,02"W 5.86' I I I iI I I I , I I I 1 5' SEE INOTE 15 I I i I I I 1 I I 3 :w (0 t0 I lon I /n I I i IW I�- I�o I mo. 1 IZ II 1 1 I I I 1 I 1 I I 1 I I 1 I -L2.31 88'58'55'W 39.27' 05,500 sf r 34 o v / 3 / / C26 GGA ^ `\ 26 / 451 20'41.W 50. � 5,500 sf o r O o v / 3 C23 r' \ Arry 6,418 sf +3 6 �( / 5,500 sf� r 32 o v 7 °s. / / .h �? 0= L / /? / y /^ "15,500 sf o n 31 / 3 a ?9i F / 0, N 0b 50.00' r n^ 0 X6.97' W A 4. J / / "15,422 sf,; n c 29 \ \ / ' 0; 5000, LS l NOT EE o ni 6,364 sf \ �� N 4922'13"W '0` L`� 6,265 sf `o m X14 44 67'22'39"W • 97.25' 01'00'41 "W 7.42' GA TDEIR CRE'E'K NORTH SUBDIVISION NO. 2 60 0 30 60 120 SCALE IN FEET 1"=60' LEGEND ------- SUBDIVISION BOUNDARY - - - SECTION LINE - - - - - = EASEMENT LINE (SEE NOTE 1) ----------- EXISTING EASEMENT LINE (AS NOTED) - - - STREET CENTERLINE LOT LINE - - EXISTING PARCEL LINE OLOT NUMBER ACHD STORM DRAIN EASEMENT SEE NOTE 2 • SET 1/2" x 24' IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS OR ALUMINUM CAP MONUMENT AS NOTED FOUND 5/8' IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE 0 SET 5/8" x 24' IRON PIN WITH PLASTIC CAP, PLS 7729 NOTE: SEE SHEET 1 OF 4 FOR NOTES, LINE do CURVE TABLES SHEET 2 OF 4 CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP 9955 W. EMERALD STREET, BOISE, ID 83704 O L0i 7,416 sf M p1 22.44' L --S88'59'19'E- - J Y---119.00'--- I I 0 I0i j',0iIm 7,378 sf '- - -S88'59'19"E- - J r---119.00'---7 Io lbl IN; If0i 7,378 sf 1 ° L - -S88'59'190E- - 1 ---119.00'----1 I „N1 loi O 1- o04 f w °i 7,378 sf IN 0 1 p1 1 L_ - -S88'59'19'E- - --� Z --119.00'---- i0 j001 INIm © la I Ico1 7,378 sf 0 L - -S88'59'19'E- - J Epi ----119.00' --� ni N M1I lO o I--N82'04'19"W _ �s �I 24.49' 6,577 sf O a l 17 C17 I L---121.00'----� 10I 1 - -N88'59'19"W- - 8,273 sf 1 °�° SEE NOTE 10 k�9 1 L - S8859'19'E - -� 28.50' 2&50' of O J l 40 o 0� --109.00'- - °l C4 ol 7,502 sf m I ° uoil 16 to L - - -121.00'- - - J 5,450 sf l n I Q --N88'59'19'W- - L - S88'59'1 90 - --� a Y F - -109.00'- - Y w w of to b 0 n w n w NI ® Lij to 0 15 10 -Iw w I U 101 7,502 sf I IG '01 5,450 sf l o V M1 a ILL- - S88'59'19"E - 'ob m n L ---121.00'---J 109.00'-- `r,W z I U N I---N88'59'19"W- - -1 01 F--- o n n of O to Z w of v Io �1 74 10 Z Q NI 05 a' 10 5,450 sf 101 I L- - 888'59'19'E - J 1z 7,502 sf Lu o L ---121.00'---aJ--109.00'- z -� -4 Fol 1- --N88'59'19"W- - o� o t 3 I o0 28.50' 1 28.50 Ol Z l o 0 5,450 sf 1 01 © L- - S88-59 19-E - -) °I 7,502 sf 1 � - -109.00- 0 L----121.00'----� aI t2 I I- - -N88'59'19'W- - wl 0 5,450 sf c i o L= 888'59'19"E - J o Q7 0 C2�\ C3 NI 2.24' 6,050 sf ° o 109.00---1 o i 1 s> 8,196 sii.so' 1 r -- 121.00' -- J of t 1 o Z s 4213"E 119, i , r -cn -N88'59'19"W- - L - 5,450 sf J'° N29'51'33'W 97,-] 1 sa8.5s'1s'E- 21.93' m S7 42j>. g 9.00 o/r `w�r 11.90' I. � - -109-00'- I 109.00'- - i - N13'1747 E N 3E-1,767 9 , ,v o _ 6,803 sf I� 57.00' f'g S7642' \ -J T' !� 8.00'` S7642'13 E t o v0i l 10 0 I _ /40 129.44' _ J L 6,753 sf m I I 6'4213"E N - •---S>s42'73. -S764 , C29 10.64 I - 39.36' w f 2�.>9'_ 9 106 143E +� / / 1 50.00' _ 37642 73 E,, f NOTE 12 A17` �R 3 fl2 C28 0/ ` Of/ l / r` 6200' 379.76'-_'---__ --- S>g4 T O // 38 0 3 / I X50.00', -_SO -213 f 27629 _ - �ry� 5,500 sf C; t 37 0 / 3 / / 50,p0 SEE NOTE 1 h 5,500 sf n 3g o a 28 J L 6,820 sf o T 35 0o v / ; / / r 40' 0 ry0j ,�� 17 6,808 sf i n; eat lb �i'✓,'S Ir R l 18 I� c4\ 6,320 sf 1 UI L- -S88'59'19"E- J � - -98.08'- - 04 u � Io i 19 to L16 6,650 sf 17.93' - -S88 F- - r ----115.00'---J oI I- ol YO 18 101 7,130 sf l L --S88'59'19"E- - J F---115.00'---� 01 21'Io LI 5,750 sf all L --S88'59'19"E- - J I- - - -115.00'- - -;v Lq 01 O N I0 0I 5,750 sf 0 19 L --S88'59'19"E- r ---115.00'---01 SEE NOTE 10 N I 23 Z wl 7,130 sf 1N l �I L --S88-59'19"E- - J 1 N �--115.00'----1 l o gi I 0 24 o In 5,750 sf 10 3 L --S88'59'19"E- - J a F---115.00'----1 I of 25 Io 01 5,750 sf I0 I L - -S88 59'1 s"E- - J F ----115.00'-----i 001 26 Io I u0*1 8.7022,750 sf I LO S88'59.19'E' C19 115.00' L15 - 27 a� ` 8,218 sf 2 106.77, 1.5 Uryi `N>4�22,02"W 5.86' I I I iI I I I , I I I 1 5' SEE INOTE 15 I I i I I I 1 I I 3 :w (0 t0 I lon I /n I I i IW I�- I�o I mo. 1 IZ II 1 1 I I I 1 I 1 I I 1 I I 1 I -L2.31 88'58'55'W 39.27' 05,500 sf r 34 o v / 3 / / C26 GGA ^ `\ 26 / 451 20'41.W 50. � 5,500 sf o r O o v / 3 C23 r' \ Arry 6,418 sf +3 6 �( / 5,500 sf� r 32 o v 7 °s. / / .h �? 0= L / /? / y /^ "15,500 sf o n 31 / 3 a ?9i F / 0, N 0b 50.00' r n^ 0 X6.97' W A 4. J / / "15,422 sf,; n c 29 \ \ / ' 0; 5000, LS l NOT EE o ni 6,364 sf \ �� N 4922'13"W '0` L`� 6,265 sf `o m X14 44 67'22'39"W • 97.25' 01'00'41 "W 7.42' GA TDEIR CRE'E'K NORTH SUBDIVISION NO. 2 60 0 30 60 120 SCALE IN FEET 1"=60' LEGEND ------- SUBDIVISION BOUNDARY - - - SECTION LINE - - - - - = EASEMENT LINE (SEE NOTE 1) ----------- EXISTING EASEMENT LINE (AS NOTED) - - - STREET CENTERLINE LOT LINE - - EXISTING PARCEL LINE OLOT NUMBER ACHD STORM DRAIN EASEMENT SEE NOTE 2 • SET 1/2" x 24' IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS OR ALUMINUM CAP MONUMENT AS NOTED FOUND 5/8' IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE 0 SET 5/8" x 24' IRON PIN WITH PLASTIC CAP, PLS 7729 NOTE: SEE SHEET 1 OF 4 FOR NOTES, LINE do CURVE TABLES SHEET 2 OF 4 CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP 9955 W. EMERALD STREET, BOISE, ID 83704 C2�\ C3 NI 2.24' 6,050 sf ° o 109.00---1 o i 1 s> 8,196 sii.so' 1 r -- 121.00' -- J of t 1 o Z s 4213"E 119, i , r -cn -N88'59'19"W- - L - 5,450 sf J'° N29'51'33'W 97,-] 1 sa8.5s'1s'E- 21.93' m S7 42j>. g 9.00 o/r `w�r 11.90' I. � - -109-00'- I 109.00'- - i - N13'1747 E N 3E-1,767 9 , ,v o _ 6,803 sf I� 57.00' f'g S7642' \ -J T' !� 8.00'` S7642'13 E t o v0i l 10 0 I _ /40 129.44' _ J L 6,753 sf m I I 6'4213"E N - •---S>s42'73. -S764 , C29 10.64 I - 39.36' w f 2�.>9'_ 9 106 143E +� / / 1 50.00' _ 37642 73 E,, f NOTE 12 A17` �R 3 fl2 C28 0/ ` Of/ l / r` 6200' 379.76'-_'---__ --- S>g4 T O // 38 0 3 / I X50.00', -_SO -213 f 27629 _ - �ry� 5,500 sf C; t 37 0 / 3 / / 50,p0 SEE NOTE 1 h 5,500 sf n 3g o a 28 J L 6,820 sf o T 35 0o v / ; / / r 40' 0 ry0j ,�� 17 6,808 sf i n; eat lb �i'✓,'S Ir R l 18 I� c4\ 6,320 sf 1 UI L- -S88'59'19"E- J � - -98.08'- - 04 u � Io i 19 to L16 6,650 sf 17.93' - -S88 F- - r ----115.00'---J oI I- ol YO 18 101 7,130 sf l L --S88'59'19"E- - J F---115.00'---� 01 21'Io LI 5,750 sf all L --S88'59'19"E- - J I- - - -115.00'- - -;v Lq 01 O N I0 0I 5,750 sf 0 19 L --S88'59'19"E- r ---115.00'---01 SEE NOTE 10 N I 23 Z wl 7,130 sf 1N l �I L --S88-59'19"E- - J 1 N �--115.00'----1 l o gi I 0 24 o In 5,750 sf 10 3 L --S88'59'19"E- - J a F---115.00'----1 I of 25 Io 01 5,750 sf I0 I L - -S88 59'1 s"E- - J F ----115.00'-----i 001 26 Io I u0*1 8.7022,750 sf I LO S88'59.19'E' C19 115.00' L15 - 27 a� ` 8,218 sf 2 106.77, 1.5 Uryi `N>4�22,02"W 5.86' I I I iI I I I , I I I 1 5' SEE INOTE 15 I I i I I I 1 I I 3 :w (0 t0 I lon I /n I I i IW I�- I�o I mo. 1 IZ II 1 1 I I I 1 I 1 I I 1 I I 1 I -L2.31 88'58'55'W 39.27' 05,500 sf r 34 o v / 3 / / C26 GGA ^ `\ 26 / 451 20'41.W 50. � 5,500 sf o r O o v / 3 C23 r' \ Arry 6,418 sf +3 6 �( / 5,500 sf� r 32 o v 7 °s. / / .h �? 0= L / /? / y /^ "15,500 sf o n 31 / 3 a ?9i F / 0, N 0b 50.00' r n^ 0 X6.97' W A 4. J / / "15,422 sf,; n c 29 \ \ / ' 0; 5000, LS l NOT EE o ni 6,364 sf \ �� N 4922'13"W '0` L`� 6,265 sf `o m X14 44 67'22'39"W • 97.25' 01'00'41 "W 7.42' GA TDEIR CRE'E'K NORTH SUBDIVISION NO. 2 60 0 30 60 120 SCALE IN FEET 1"=60' LEGEND ------- SUBDIVISION BOUNDARY - - - SECTION LINE - - - - - = EASEMENT LINE (SEE NOTE 1) ----------- EXISTING EASEMENT LINE (AS NOTED) - - - STREET CENTERLINE LOT LINE - - EXISTING PARCEL LINE OLOT NUMBER ACHD STORM DRAIN EASEMENT SEE NOTE 2 • SET 1/2" x 24' IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS OR ALUMINUM CAP MONUMENT AS NOTED FOUND 5/8' IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE 0 SET 5/8" x 24' IRON PIN WITH PLASTIC CAP, PLS 7729 NOTE: SEE SHEET 1 OF 4 FOR NOTES, LINE do CURVE TABLES SHEET 2 OF 4 CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP 9955 W. EMERALD STREET, BOISE, ID 83704 I I I iI I I I , I I I 1 5' SEE INOTE 15 I I i I I I 1 I I 3 :w (0 t0 I lon I /n I I i IW I�- I�o I mo. 1 IZ II 1 1 I I I 1 I 1 I I 1 I I 1 I -L2.31 88'58'55'W 39.27' 05,500 sf r 34 o v / 3 / / C26 GGA ^ `\ 26 / 451 20'41.W 50. � 5,500 sf o r O o v / 3 C23 r' \ Arry 6,418 sf +3 6 �( / 5,500 sf� r 32 o v 7 °s. / / .h �? 0= L / /? / y /^ "15,500 sf o n 31 / 3 a ?9i F / 0, N 0b 50.00' r n^ 0 X6.97' W A 4. J / / "15,422 sf,; n c 29 \ \ / ' 0; 5000, LS l NOT EE o ni 6,364 sf \ �� N 4922'13"W '0` L`� 6,265 sf `o m X14 44 67'22'39"W • 97.25' 01'00'41 "W 7.42' GA TDEIR CRE'E'K NORTH SUBDIVISION NO. 2 60 0 30 60 120 SCALE IN FEET 1"=60' LEGEND ------- SUBDIVISION BOUNDARY - - - SECTION LINE - - - - - = EASEMENT LINE (SEE NOTE 1) ----------- EXISTING EASEMENT LINE (AS NOTED) - - - STREET CENTERLINE LOT LINE - - EXISTING PARCEL LINE OLOT NUMBER ACHD STORM DRAIN EASEMENT SEE NOTE 2 • SET 1/2" x 24' IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS OR ALUMINUM CAP MONUMENT AS NOTED FOUND 5/8' IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE 0 SET 5/8" x 24' IRON PIN WITH PLASTIC CAP, PLS 7729 NOTE: SEE SHEET 1 OF 4 FOR NOTES, LINE do CURVE TABLES SHEET 2 OF 4 CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP 9955 W. EMERALD STREET, BOISE, ID 83704 NOTE: SEE SHEET 1 OF 4 FOR NOTES, LINE do CURVE TABLES SHEET 2 OF 4 CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP 9955 W. EMERALD STREET, BOISE, ID 83704 GANDER CREEK NORTH SUBDIVISION NO. 2 CERTIFICATE OF OWNERS Know all men by these presents: That Biltmore Company, LLC an Idaho Limited Liability Company, is the owner of the property described as follows: A portion of the Northeast 1/4 of the Northeast 1/4 of Section 32, Township 4 North, Range 1 West, B.M., Ada County, Idaho, more particularly described as follows: Commencing at a brass cap monument marking the Section corner common to Sections 28, 29, 32 and Section 33, Township 4 North, Range 1 West, B.M., from which an aluminum cap marking the 1/4 corner common to Sections 29 and 32, Township 4 North, Range 1 West, B.M., bears North 89022'01" West, 2,642.73 feet; thence on the north boundary line of said Section 32, North 89°22'01" West, 325.00 feet to the westerly right-of-way line of State Highway 16; thence on said westerly right-of-way line, South 01'00'41 " West, 25.00 feet to the REAL POINT OF BEGINNING,- thence EGINNING; thence continuing on said westerly right-of-way line the following six (6) courses and distances: South 01 000'41" West, 727.66 feet; North 88058'55" West, 39.27 feet; South 01 °00'41" West, 45.22 feet; South 29002'59" West, 96.89 feet; South 67°22'39" West, 97.25 feet; South 01°00'41" West, 7.42 feet to the north right-of-way line of Five Mile Creek as described in a Deed recorded May 18th 1917 as Instrument No. 69135, records of Ada County, Idaho; thence on said north right-of-way line, North 76042'13" West, 492.44 feet; thence leaving said north right-of-way line, North 13017'47" East, 110.00 feet; thence South 76°42'13" East, 10.64 feet; thence North 13017'47" East, 57.00 feet; thence North 29°51'33" West, 21.93 feet; thence 22.98 feet along the arc of a curve to the left having a radius of 110.00 feet, a central angle of 11 °58'13" and a long chord which bears North 06059'47" East, 22.94 feet; thence North 01 °00'41" East, 317.34 feet; thence 10.86 feet along the arc of curve to the right having a radius of 90.00 feet, a central angle of 06°55'00" and a long chord which bears North 04°28'11" East, 10.86 feet; thence North 07055'41" East, 36.84 feet; thence North 57°00'49" East, 19.85 feet; thence North 07055'41" East, 57.00 feet; thence North 82°04'19" West, 12.97 feet; thence North 07055'41" East, 110.00 feet; thence North 82°04'19" West, 112.00 feet; thence North 00037'59" East, 36.17 feet to the south right-of-way line W. McMillan Road; thence on said south right-of-way line, South 89022'01" East, 325.82 feet; thence leaving said south right-of-way line, South 00037'59" West, 100.00 feet; thence South 89°22'01" East, 150.00 feet; thence North 00037'59" East, 100.00 feet to the south right-of-way line of W. McMillan Road; thence on said south right-of-way line, South 89°22'01" East, 224.84 feet to the REAL POINT OF BEGINNING. Containing 11.71 acres, more or less. It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the public. However, the right to use said easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in this subdivision. Biltmore Company, LLC Kevin F. Amar, Manager CERTIFICATE OF SURVEYOR I, Cody M. McCammon, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to plats and surveys. Cody M. McCammon ACKNOWLEDGMENT State of Idaho ) )S.S. County of Ada ) 1 779 f /F/Zo2� Q �T Fes' M MC5P Jam ------ P.L.S. No. 11779 On this day of , 20 , before me, the undersigned, a Notary Public in and for said State, personally appeared Kevin F. Amar, known or identified to me to be the manager of Biltmore Company, LLC., the corporation which executed the within instrument and acknowledged to me that he executed the same of behalf of said corporation. In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. My commission expires Notary Public for Idaho Residing in Idaho SHEET 3 OF 4 GANDER CREEK NORTH SUBDIVISION NO. 2 HEALTH CERTIFICATE Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE approval of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Date APPROVAL OF ADA COUNTY HIGHWAY DISTRICT The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of , 20 ACHD President APPROVAL OF CITY ENGINEER I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. City Engineer APPROVAL OF CITY COUNCIL Date I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council held on the day of 20 , this plat was duly accepted and approved. City Clerk, Meridian, Idaho CERTIFICATE OF COUNTY SURVEYOR I, the undersigned, Professional Land Surveyor in and for Ada County Idaho, hereby certify that I have checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. County Surveyor CERTIFICATE OF COUNTY TREASURER I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county property taxes for the property included in this subdivision have been paid in full. This certification is valid for the next thirty (30) days only. Date COUNTY RECORDER'S CERTIFICATE State of Idaho ) ) s. s. County of Ada ) County Treasurer I hereby certify that this instrument was filed for record at the request of past O'clock M. on this day of Pages Instrument No. Deputy 20 in Book Ex -Officio Recorder at SHEET 4 OF 4 _ Minutes of plats at LAAO 1 779 e MC5P