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CC - Revised Plat 1-17-2018Scale 1" = 600' 16 15 N75.49'29"E 21 22 'x9,69' FOUND 5/8 " NO CAF CP&F No. �•, �" w Unplatted � V4'i "W S-707 `2- 212-30 PLAT SHOWING Tree Farm Subdivision 3 Situated in the West Haff of the Southwest Quarter, and the Southwest Quarter of the Northwest Quarter of Section 22, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho. 2018 , „t ,r L2 ` 3 �� SO4.34'56"E 21 94.00' l J„ Point of 6 57 X31 .09' Beginning � C3 �- L8 N00'30'42"E L12 y C4 1681.34' L 1 C L1 1 Basis of Bearing 21 22 _ _- N89' 17' 18"W 2647.24' 28 27 - CP&F No. 2017-072464 W. Chinden Bvld. (U.S. 20/26) Tree Farm Subdivision No. 2 CP&F No. 2017-072466 �• U I 0 N89'29' 11 "W 135.00' _ L3 I i Line Table - This Sheet Only Line # Direction Length L1 N79'30'38"E 40.23' L2 N76*33'21"E 13.91' L3 N00'30'49"E 15.24' L4 S11'38'19"E 44.61' L5 S78"21'41 "W 53.50' L6 S11'38'19"E 39.99' L7 S21'1 4*06"N 6.12' L8 S82'50'27"W 37.00' L9 S74'01'52"W 103.84' L10 s80'25'04"W 16.90' L11 N06'1 2'05'W 7.78' L12 S83'47'55W 78.41' "v cn o6 0 8022] Oak Leaf Subdivision �U-) n 00 rn d- 2 PLAT BOOK PAG E 0 100 200 Scale in Feet Leaend - Subdivision Boundary Line - Lot Line - - - - Section Line - Center Line - Right-of-way Lane - - - Adjacent Property Line — --- — — — - Match Line ---------- - Tie Line - Set Back Line ----------------- - Utility Easement Line - - - - - - - - ACHD Sidewalk Easement Line - ACHD Storm Drain Easement Line — - — - - Simpson Canal Easement Line Existing Temporary Easement Line - Section Corner, Found Aluminum Cap Curve Table - This Sheet Only Curve 1# Length - Quarter -Section Corner, Found Aluminum Cap o - Found 1/2" Rebar Q - Found 5/8" Rebar D - Found 1-3/16" Bernt'sen BP Cap • - Set 1/2"x24" Rebar, with 29.05' Plastic Cap Marked "JUB 11334" 4 - Set 5/8"x24" Rebar, with 39"12'15" Plastic Cap Marked "JUB 11334" C3 - Set 1-3/16" Bernt'sen BP Cap with Magnet 12.43' Marked J--U-B 11334" 0'08'35" — Set 1/2"x24" Rebar, with 12.43' Plastic Cap Marked "EASEMENT JUB 11334" 18.16' - Point Not Set or Found C# - Curve Number (Typical) L# - Course Number (Typical) - Lot Number (Typical) [####] -- PLS Number Found on Monument Curve Table - This Sheet Only Curve 1# Length Radius Delta Chord Bearing Chord Length C1 29.63' 43.30' 39'12'15" S07'57'48"W 29.05' C2 20.53' 30.00' 39"12'15" 507'57'48'W 20.13' C3 12.43' 4981.50' 0'08'35" N07'1 3'50"W 12.43' C4 18.16' 5018.50' 0.12'27" SO7'15'4E"E 18.16' J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201., Boise, 1D 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com JUB Project No. 10-17-117 SHEET 1 OF 8 3Ca�e I = DVV LU v n v z N61'37'06"E 31.97' Line Table - This Sheet Only Line # Direction Length L13 S27'54'29"W 27.95' L14 N62'59' 18"W 28.17' L15 55745'47"E 28.83' L25 N47-57.31 "E 15.49' PLAT SHOWING 0 Tree Farm Subdivision w"_ w ` 'oor*_ CIDt �` ► �, �a `�523'35'01 "E ,� v 'o. rf,i d \,< 528'22'54"E 22.1 1h'1� 1 27.83' --------------- --------------- �___ _---__------------__���1x� g h �- � 121.07' 11 fi.06' Existing Simpson t N89'29'18"W 237.13' Canal Easement. 00See Easement Common Lot bD N, j Note 7. a Sheet 2 4 m Sheet 4 � —�.,.�, ," tVgc '_ No. , 1 roAr N7r 3 � � m Mi V) 75.4g,9� (IV) N79.�,9,r E N I r men#. ! t l r'- �ment _J-�� ) t e 4. -- - , A' 3 D ` ti o 1 04 to scWt I 4-1 Existing ACHES y CD cA,10 1 V) V) F ip 4 -050 r (7► x+49 L r '` -� s Note 4. - ^7 �~ _r--- w 5'-�1 •r 6r-_- Existing ACHD Right -of -Way ► j -� ► Easement. See Easement ; s 3 3'r ; Note 4. I Block 10 Z Z } � Ln 14 s t ► Sheet 21s 1 . 1y Lf r y 1 lL� m•, v~ ; tom:- t`-_-g9 1-s 119 I N11'38'19"W t L ___--r~� 5 577'-5��� #! Zo�•� 51.011-''J [} I Nr 16'^ I.()S O4 1 1 N t � 111 (i [1 an Lot 00 . ► x,.66 ■ n 7407 0,2�+�,�"W PLAT BOOK IMATelI 0 40 80 Scale in Feet. J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com Abp F � sr f16 j of �qa' SHEET 2 OF 8 r'- � i � � 1 1 5' I. ti o 1 04 to 1 I 4-1 Existing ACHES y Right -of -Way 1 V) V) s Easement. r 1 See Easement I Note 4. a jto LA 1 s s t ► Sheet 21s 1 . lL� t J 7407 0,2�+�,�"W PLAT BOOK IMATelI 0 40 80 Scale in Feet. J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com Abp F � sr f16 j of �qa' SHEET 2 OF 8 Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C52 27.89' 131.50' 12'09'08" 584'26'15"W 27.84' C53 31.81' 150.00' 12'09'08" S84'26'15"W 31.76' C54 35.74' 168.50' 12'09'08" S8426'1 5W 35.67' C55 31.57' 168.50' 10'44'00" S8343'41 "W 31.52' C56 4.17' 168.50' 1'25'08" S89'48'1 5"W 4.17' C57 99.75' 63.50' 90'00'00" N44729'11 "W 89.80' C58 32.28' 63.50' 29'07'28" N74 55'27"W 31.93' C59 32.69' 63.50' 29'29'38" N4536'54"W 32.33' C60 34.78' 63.50' 31'22'55" N15'10'38"W 34.35' C61 70.69' 45.00' 9x`00°00" N44'29'1 1"W 63.64' C62 41.63' 26.50' 90'00°00" N44.29.11 "W 37.48' 0 40 80 Scale in Feet JGC71e I = UUV r Q>: v9' S9 u Iu, N It�cj.r,9 PLAT SHOWING Tree Farm Subdivision No. Line Table - This Sheet Only Line # Direction Length L19 S89'29'1 I "E 30.83' L20 S89'29'11 "E 30.83' f21 S89'29'11 "E 30.83' •;56,32"E 3' 7'1$ �aa 3 PLAT BOOK PACE N75'33'21 "E 13.91' 0.23 � �g1.45' 23"E 3' 13 1 N7�3 ' "�'99} 123-1' I C7 ❑ c6 �17419' Arg Block 8 I I � 2 tA50 39'41"'E 121r�-- I 4A P. _ - a i i r 1 0 Ui 3`5 _ I i w -� vo `� 1 1 1 i 1 37 0 'n 36 ' or- 0 i 1 i I X I r r I I i o o i i �i1-10' 589'29'2$"E + j w+ o �' I X10' Existing ACHD i I 30'00 1 C14D i 1 1 Right-of-WayPO r --- ❑ 1 - 1 Easement. V0 c6 `3� 1 5' 1 1 See EasementCID • ' r.r ---, 39 a i i w i Note 4. �' �.'��` 1 1 1 ���J 1 --- -__ 0. _ "% ' fr `� ref r-10' _L q_ Cq `° 'F- 10' 1 --` 1 r C55 L20 'CS8 {' ❑ ❑ I Existing ACHD 1 ; _ _ - 73' C54 •tip �• I I Rory CV I j Right -of -Way 5' I f� c'` y r �• CD L21 ��� � ��,�� ��� 1 p C7 1 Easement. ❑ i X10' See Easement _1 ` -y _ �- C53 C�j I i 1 Note 4. _ - _ _ 122•�i 5 ��j `� S� D. 1 .- 1 orCVe OD { 1 C52 L19 6'> 2235 478.4 - 66 $2 --------' + 34 10, 47a--x~-- j r _ Existing ACHD i I �Q, _ �-- Right -of -Way 1 37 1 OD 0 U) - - 12275 - 478,48 _ - _ - s i--5' Easement. m 1 18.5' 18.5' [80221 See rV-- I 1o I I f r--� --"1 15, Note 4. 10° i ' ► s I t i '' ied 1 - ` --_- ; Block 10 cp ti � � -~ I ,� 13' • I f s ' L �-- 5$9'29`11 "E---_------� y it l J _1 I - � p0' N - z v 9 � 100• _1 s -a u7 r 1 . d' 1 0 ¢ I 1 6 - 1 i ---------- 141.50'-----------•- I p Cp - _ - `- [fl LA ¢ O I CV N N ❑ 0 � I � I r 0j0 I � I } 13.9 7'► _ _ - , 00.00 5 ~ 76 21'' 1 A T t 1 _ 1 ' Common Lot a- 13 N1 N'tn 5705.04 srq� l� 1 �• 2 O ld I X < LO U-) LID N N �Q N ti s 1 10 N Existing ACHD t' a Storm I r--� --"1 15, Existing ACRD ► s 1 � I M Drain Easement. I 1 '0 1 33 _ Right -of -Way y I I See Easement I 1 6 - 1- Easement. I {i1 j Note 5. p 0j0 i tD' See Easement } 1 1 C11 N82'48`4$"E I I �J s Note 4. L` C7 I I 179.86' I I See Easement (.i1 Note 4. 12 P. ----S89-29011 "E-------___- ------------ 1 I 4� CA 1 C 1 ► J Sheet Sheet 25.92 C] Cfl I 1 ► 1 - Common Lot I LA l ' 1 f 7 D6 76.79' -.� I Sheet 3 1 s N8V101 13.9 7'► _ _ - , 00.00 5 ~ 76 21'' 1 A T t 1 _ 1 ' Common Lot a- 13 N1 N'tn 5705.04 srq� l� 1 �• 2 O ld I X < LO U-) LID N N �Q N (J J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 € 208 323 9336 w www.jub.com SHEET 3 OF 8 211'-�4 I• It -F '0 1 33 0` 0f `oIZ" i � 1 6 I rI❑ Existing ACHD r❑ 11 p ❑ Right -of -Way 1 En (n Cn �13' Easement. 1O'�I See Easement 1 w] Note 4. 18.5' 18,5' ----S89-29011 "E-------___- ------------ -.rl.. 7 41.50 :-- .,141.50x. `-._.-�;� _ Sheet Sheet (J J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 € 208 323 9336 w www.jub.com SHEET 3 OF 8 PLAT SHOWING Tree Farm SubdiLvision No. 3 I 20. 1 k r Sheet 2 l } r' t Theme 2 tt .. Sheep"4--,.,....,.1---------,-.,�..� 589'45 19'�E 270.00' ..�.._,._,.�.. .._..�..�.,_..�.._.. ��.-.�.._.._..�.._..40 _ r 4 ,- __-- ------ N08'14'D0"W ----- v-----130.0+3' 30.00' I-----------110.00-----�� `su' � 4►► -_ 137.6 *"'- 1'►► � � $ 5+ �f3.5* ; �, _ �_ j - _ - r 46.66' 10` 1,[ in 10' pp IL-10, �, �j a[r►, 1.--- - - i 1 NN 1 1 l ' - ' v i i 11 ± 13 .ts� v�-? ;_ T a0,0 421,46* u� ori v 1n 3 p t S 57 1,41"\,N 45 ` w C141 v rn 1 '� �''% '� ' t' - 16.00' 2 9 o N89 29 18Lr)"W---- w -� S89'58 08--------- �, ►► cr Ws 5,�ggr 45' ; ;ry r _ W 12 � _ _ , �� -�] W . 421. c , I 130.00 ----- 1 N � �----------142.39'---------- --_-. c�- z I I � - i . © iD I T �, . j '►► �a �- 17.15 _� ! '6 5.752 q1 N I I O D K} D j t * **-�-�� 1 7x.34 � l I Existing Simpson 1 p K) O I t s9 21 41 -'' 4i - 1 Canal Easement. I ❑ p '� t _'� LS7 ► ' '• - r ► t OD 1 I See Easement I un z i_-___ _ h'3 '--~~ -131.0 t ro _ w 5• ► W r---10 Nate 7. 10• 1 -.� �r - - t 1 { v r t Lp - -- , L17 I , ► �___ . 1_ �N89'29'18"W--------J C141L24- �``-------JS89'58'08"E- } ---_ _ ` ►1 I� ► Existing H t1 �� * t t p � E st ng ACD 1 ---- .-T 26.6g' ----- G _ -__-127.34 -__--------- t t t ' + 1g.5' t r-5' Right -of -Way t N r 1 T- 5.+08' / �9 .ti 1f t y t B t $,5 t C7] I ment. I Ul i I i� 1 �.� �. � 10'-.1 Ut i t l 1 See eEasement ' t3' r► t D N p t � i Z Z� 13' o� t Note 4. 1 W t 9 ► / fir/ 3 Existing ACHD III 1 t CI? 1 1 i "`I 1 Right -of t G7 p O t1, 1 y t3► j til I 'v G,► g >� 1 N � �,, ► k �, ca 3 r 20co 1 �r'`7 �. Easement. 15 1 l r 'F' ► ta' c•'' i 1'41"W��- y -, [ra co C x c i L-----LN89'29'18"W-L --1 1 `�O• 1 0- See Easement 1N {p 8 - ,__�- t t cD p r o[ Q t t r Note 4. _- 1.35 s to , .p t x . f+ Gp 1 12.84'-- Existing >� y-13 t g �, r� ; i ► Q s l f - S89 58 08 E------___ - , �I w ► , t 1 r`~ -_- Existing ACHD t p ► © I t un rT r -- '----------- �1---1(]' Right -of -Way © N LO t i ❑, 1 13 t C�4 r 122.71 y i 3' p N N ® t► t► �»� l Existing ACHD ► 1 �1 I /� i T I Easement. tj p O 3 N ` { 1 Right -of -Way o� �� �n 10' p 1 See Easement t m } 1 t t I l -s s Note 4. 19` t9 t o t"� Easement. N I p t t 1 l i► \ U / / f, I p {x1 C] f CT1' l C' rt t CD See Easement 16 p r 1 9 0 Note 4. . '� � * j 1 1 4.1 fl � I G 0 o r cD t 1 L----�-_-fi189'29'18"W------ (0'v s-70721 '41"W�, ----__ 8.27' i I N ___-_- 5___ - i 1 -- -- } ' S1 +1 "38 19 E 1 �- ---133.69 L_ * _� k_- 40-- '� I v ; I� - 1 - 589 s8 v8 E-------____ --___-134- s - - ;41� 44 61' s I 7 a I 18.5' 18.5' I 4 ----- '�-�---1 rJfi.22'----------__p Existing eACIpo ary~1j� 57c3 Q5 4Q W t drt�r`} iV + y 1y� l ! t Uy l 1 "f' Block 9 r . Common Lot 10 Turn Around t ! ` 16-50- _0 L y� t 1 N 1) r Easement. Q IQ t t P. �--I --__ l 1 % i p _ e See Easement -' o t t41" iIcn l - -.N89'29 18"W--�- -� �t�' r c�, l i o + u� u� r Nate 6. o t ty7B21 $•5 _ ; 1 ' 1 i i -------X31.24'----- - 4 , �_ _ _---S89'58'08"E----------- 4 00 S78021'41 "W _ ' S3,5� '} l Bleck 9 13' 21 I I i - - ----� ^145.73'------- -----, M r "W--~.�' U �» 1 I i 7 eN l (A l I it7 r Q *- 1 � E i ti i a `� j l v 21;--; r' ►'i U1 �-�_- -1 4. f N ° -01 -589'2o'09"W--_ I I 11 18 _ " U 1 4_________ 0 t�j Existing ACHD N 1 •.1 1 r t r -- Right -of -Way la------ -----128.55' ----T� v} 0° I I ' 10' Easement. , I _ Ln T � �: , II u v 1 j r' See Easement S 11*38'1 9"E SJ �i t fNn_ r t Lq N L! ha I i * ,. � i�1 w Note 4. 13't l o t , l �, cn �++ L_ �J__-X186'39 04 E-_-__--__ op ; Block $ ' 39.99' t7K .0, 11 Existing ,ACHD 1 UD � N 1+J 1 �- , �, LA 1 ► j r I m �.1 j rJ Right�af-Woy 4f I -, CO cD __ 132.52 -___! s oo C7 t 3 ra, t 1' N L4 s Easement, 1ff l -4 t I ; -T 1Q V) a t . 521' 1 �4'U6"W UD See Easemet o i 19' r 6.12' I, Note 4. I l yJ N I 1 l Co � f 4 � t 36.6a Y t I 1 _a (0 �� l 19 t -1 -`� S86'01'08"W- ` ¢,l 0 l 1 -----_ iD 1 �° fp , 1 -� to L_ , r� ___----__ 25.14' __-f -- 5 �.? �t4_ © I i o __ __ - --' 2 Q ~� l * " '� I �~ 1 � I _� 00 3$ E '�" 76.0 ' t z 1 Y -1 C]' `�`- l CF)1 L� _-N84' 1 i i l v I l_- --133.63- '1 rY 1 CP i 131 -- i rr I 1-1,t f I I a' Existing ACHD fW 1 0 r-21' I I y Right -of --Way 0)1 1 - -� I Easement. 20 11 Z 101 • 1 i - } -4 I See Easement 1 Q 1 2'4' -52 00'x- } z i Note 4. y to -122.16' _ T-1 l OD I l ; n tExisting Simpson I - 1 I �- 42,__� 1 • CD t Canal Easement 1 I I _ __ 135. y �► s con I See 00 � Z I Nate Easement 3 1$.5 1$.5' a 1 _- CO i+J 1 s I , 07 tW t a -_j 3 4 113' N m - i 1+24"W-`-ool 21 �= s + a 1_ --Sar 0 _ -,`__s 7.69' 11 I ['t 2 I 1 - 1'� 1' I 1 - l- Existing ACHD J ,M12 y C� M s "`- Right -of -Way 13 1 8.50' 8.50 1r__ , -3*7 .Q a I y Easement.1 *' 11 ©i See Easement ; �$ LA 4' ()A' 1 Nate 4. 1 I ,P S l A i 2 40' *L1 -20' + 1`_10' s , I t 26.41 32-00'y - 4. 58547' S5" W L�11 l.1 D 57 78.41 I Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C1 29.63' 43.30' 39'12'15" S0757'48"W 29.05' C2 20.53' 30.00' 1 39'12'15" S07*57'48"W 20.13' C3 12.43' 4981.50' 0'08'35" N0711 3`50"W 12.43' C4 18.16' 5018,50' O' 12'27" S071 5'46"E 18.16' C5 33.79' 518.50' 344'04" S05'1 7'31 "E 33.79' C6 32.59' 500.00' 344'04" S05'1 7'31 "E 32.58' C7 31.38' 481.50' 3`44'04" S05717'31 "E 31.38' C8 24.94' 23.00' 6708'13" S2T38'37'V 23.74' C9 253.16' 50.00' 290'05'55" N86'20'1 4"W 57.29' C10 19.25' 23.00' 4T57'43" N27*24'21 "W 18.70' C11 47.33' 50.00' 54' 14'16" S24 16'04"E 45.58' C12 34.55' 50.00' 39`35'18" S22'38'43"W 33.86' C13 34.32' 50.00' 39'20'00" S62'06'22"W 33.65' C14 7.18' 50.00' 8'13'38" S85.53`1 1 "1N 7.17' C15 88.63' 50.00' 101'34'05" N39`12'57"W 77.48' PLAT BOOK PAGE 0 40 80 Scale in Feet LSheet 3' I Sheet 5 1 ligy--Map Scale 1 " = 600' Line Table - This Sheet Only Line # Direction Length L8 S82'50'27W 37.00' L10 S80'25'04"W 16.90' L11 N06'1 2'05"W 7.78' L15 S57*45'47"E 28,83 L16 S33'21'41 "W 23.33' L17 533'21'41 "W 4.95' L18 N33'21'41 "E 28.28' L22 N19'00'00"W 14.37' L23 N19'00'00"W 13.18' L24 S86 -48-55"W 35.65' Curve Table -- This Sheet Only 4 • Curve # Length Radius Delta Chord Bearing Chord Length C16 41.14' 50.00' 4TO8'38" N35'08'24"E 39.99' C17 18.03' 43.30' 23'51'08" N15'38'22"E 17.90' C18 11.60' 43.30' 15'21'07" NOT57'46"W 11.57' C20 107.58' 300.00' 20'32'45" N21'54'42",W 107.00' C21 100.94' 281.50' 20'32'45" N21'54'42"W 100.40' C22 68.03' 281.50' 13'50'47" N18'33'43"W 67.86' C29 65.49' 289.21' 12.58'26" S03'03'44"W 65.35' J' -U -B ENGINEERS, INC. 2.50 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com 13 4 OF h= SHEET 4 OF 8 Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C63 41.63' 26.50' 83'59'58" N45'30'48"E 37.48' C64 70.69' 45.00' 89'59'58" N45`30'48"E 63.64' C55 99.75' 63.50' 89'59'58" N4530'48"E 89.80' C66 56.47' 63.50' 501"57'20" N2559'29"E 54.63' C67 12.03' 63.50' 11'51'05" N5653'42"E 12.01' C68 31.25' 63.50' 28'11'33" N76'25'01 "E 30.93' C69 66.91' 315.50' 12`09'07" S84!26'1 4"W 66.79' C70 70.84' 334.00' 12`09'07" S84 26' 14"W 70.71' C71 74.76' 352.50' 12'09'07" S84`26'14"W 74.62' C72 18.33' 352.50' 2'58'43" S89'01'26"W 18.32' C73 56,44' 352.50' 910'23" S82'56'531N 56.38' I Sheet 3 V I t PLAT SHOWING * 0 Tree Farm Subdivision No. 3 S78 41"* S beet 4 Key Map Scale 1" = 600' 18.5' 1 18.5' PLAT BOOK PAGE 0 40 80 Scale in Feet L_i ____-S89.29'11 "E- ....F_T_..-_ :_141.5D'� :Y..-_.- Sheet 3 I Sheet 5 I r I I I j r- +13' a i 't --- - T i Existing ACRD N r I 5 LnQ cs i i Right -of -Way 1 1 1 t�7i 1 a r 1 ❑ 1 N Co. g r Easement. , 18.5 18,5 ai 1 Lp �, 10' 1 f See Easement I r3 I'�[] i i,+CL Lo ; I f�5' Note 4. 5'-+j 3 ala_1i J N t f 10* i _-_�J --------- -- r i 1 p 10 ; G] s ` t---- f r BIo'CIC 1 v IQ 31 I o - W i i L!__ -, '73 072 fi1.fi8' �'� Nor Existing ACHD o Right -of -Way r 2 Existing ACRD % I �_ - _ - - " Dc a) q � Easement. r Right -of -Way ; $ _ -"---c �~ - 2� .' 6 C71 co S89'29 12 E Qb f es ra r I Easement. t _ - -_ See Easement I i --� 4' 'u! S89.29' 12 "E 61.681 % ca 1 r a i See Easement s--5 g(3.0 _ {�! ,_, - - -r�4j �fp e+! i 'v Note 4. I I 10* Note 4. 1 -�`l-~-f_y` C7C ComL-iO - �-5' ___----- - r - 80•a0, - �f U'! 589`29'12"E 61.68' ------589'29'11"E ------- C69 50.00' _ C,fib C67 i -__-------- 135.00 --- ---_--___- so.4 ` Drlve 23- _ 1LD '- S-�g•21 45g g5 sugar free $ pQ' e� - _� �___-____- , r- ------ L-` i 10'- r r gp,pl] 57$.21' 41" _ _0 r_� __-�_- 11.68' i 1 ``'- i v i o ' _ - t ro' r ice- 5' Existing ACRD Do LO I; 6 1 i G - 421.4 80.00 _ - ^��~ ► 11' 1 Right -of -Way aD rry 00 i 30 i 6 - 57$•21 4 - _ _ ; -'- ��, I r Easement. It to `t I I Q' _ _- s I See Easement r I , s ! Note 4. �10 11 4- cr! 8d•D0l - _-�`- ' ��-- 1° i ,s j 25 T 26 M as ' L --- -1-----589'29'11" ----------I LA ra co i --�----_1Cn 24 T Existing ACHD j 1 W V_--~ Right -of -Way h Block 2 00 rn I i 10. E i Easement. y l t i r 1 See Easement 23 Note 4.Lp 22 CR. 10.51 r bn21 tO CD Ct CO. t 5 y 1 tT+ t 1 1 S Ga•g� �2g,48 I 03 y� 11 �� �' _s 4 -may 53.55 SsOr5557.46 '24"W s� i r �, _ _�' '"�___ 8Q•00 � 1 75.39 I - '- '�o.°� -3 78.1,' 4'►"W Nt 7 o I I 1 E I I 1 E # I i � I I U t I 5•�I i 1 a I jf 10.00' 1 80.00' N89r29' 11 "W 130.51' N00'30'49"E 15,24' 0'l 334 -p f or V 1 10'� I 1 r, o N N 0 I i 0 1 32 10 to OD 0 C'4 OD�q 1 rl- N i6 21 �I Q00 I � r I � l 'M d` .L b0 ax to I 1 0 v -IJ____;r) ____-___ -S89'29'11 E J� I 1--10' I zo MvIr-4--y-----� 30.00' I 41.50------------ a i 't --- - T i Existing ACRD N r I 5 LnQ cs i i Right -of -Way 1 1 1 t�7i 1 a r 1 ❑ 1 N Co. g r Easement. , 18.5 18,5 ai 1 Lp �, 10' 1 f See Easement I r3 I'�[] i i,+CL Lo ; I f�5' Note 4. 5'-+j 3 ala_1i J N t f 10* i _-_�J --------- -- r i 1 p 10 ; G] s ` t---- f r BIo'CIC 1 v IQ 31 I o - W i i L!__ -, '73 072 fi1.fi8' �'� Nor Existing ACHD o Right -of -Way r 2 Existing ACRD % I �_ - _ - - " Dc a) q � Easement. r Right -of -Way ; $ _ -"---c �~ - 2� .' 6 C71 co S89'29 12 E Qb f es ra r I Easement. t _ - -_ See Easement I i --� 4' 'u! S89.29' 12 "E 61.681 % ca 1 r a i See Easement s--5 g(3.0 _ {�! ,_, - - -r�4j �fp e+! i 'v Note 4. I I 10* Note 4. 1 -�`l-~-f_y` C7C ComL-iO - �-5' ___----- - r - 80•a0, - �f U'! 589`29'12"E 61.68' ------589'29'11"E ------- C69 50.00' _ C,fib C67 i -__-------- 135.00 --- ---_--___- so.4 ` Drlve 23- _ 1LD '- S-�g•21 45g g5 sugar free $ pQ' e� - _� �___-____- , r- ------ L-` i 10'- r r gp,pl] 57$.21' 41" _ _0 r_� __-�_- 11.68' i 1 ``'- i v i o ' _ - t ro' r ice- 5' Existing ACRD Do LO I; 6 1 i G - 421.4 80.00 _ - ^��~ ► 11' 1 Right -of -Way aD rry 00 i 30 i 6 - 57$•21 4 - _ _ ; -'- ��, I r Easement. It to `t I I Q' _ _- s I See Easement r I , s ! Note 4. �10 11 4- cr! 8d•D0l - _-�`- ' ��-- 1° i ,s j 25 T 26 M as ' L --- -1-----589'29'11" ----------I LA ra co i --�----_1Cn 24 T Existing ACHD j 1 W V_--~ Right -of -Way h Block 2 00 rn I i 10. E i Easement. y l t i r 1 See Easement 23 Note 4.Lp 22 CR. 10.51 r bn21 tO CD Ct CO. t 5 y 1 tT+ t 1 1 S Ga•g� �2g,48 I 03 y� 11 �� �' _s 4 -may 53.55 SsOr5557.46 '24"W s� i r �, _ _�' '"�___ 8Q•00 � 1 75.39 I - '- '�o.°� -3 78.1,' 4'►"W Nt 7 o I I 1 E I I 1 E # I i � I I U t I 5•�I i 1 a I jf 10.00' 1 80.00' N89r29' 11 "W 130.51' N00'30'49"E 15,24' 0'l 334 -p f or V N89029'1 1 "W 135.00' cis J -U-13 ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 5 OF 8 r, o a i ------- 135.00'---------- Z 1 1 I o r 01 I 1 co1 11-0 O 29 10 I 1--10' I cor j 30.00' I I I in 10'-1 1 r Li --------------------------- J N89029'1 1 "W 135.00' cis J -U-13 ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 5 OF 8 Notes PLAT SHOWING Tree Farm Subdivision No. 3 Easement Notes PLAT BOOK PAG E 1. Lots 19, 27, and 28 of Block 2, Lot 2 of Block 8, Lot 12 of Black 9, and Lot 1 of Block 10 are 1. Lot 28 of Block 2 and Lot 12 of Block 8 are hereby designated as having an Access Easement common lots and will be owned and maintained by Tree Farm Subdivision Homeowner's Association. co—situated with said lot. 2. The pressurized irrigation system shall be owned and maintained by Tree Farm Subdivision Homeowner's Association. Irrigation water will be provided by Settlers Irrigation District. 2. All Utility Easements shown or designated hereon are non—exclusive, perpetual, shall run with the land, are appurtenant to the lots shown hereon, and are hereby reserved for the installation, 3. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at the time maintenance, operation, and use of public & private utilities, pressurized irrigation, sewer service, of the re—subdivision. cable television/data; appurtenances thereto; and lot drainage. 4. Minimum building setbacks and dimensional standards in this subdivision shall be in compliance with the applicable zoning regulations of the City of Meridian, Idaho. 3. Portions of Lot 8 of Block 10 are servient to and contain the ACHD storm water drainage system. These lots are encumbered by that certain first amended Master Perpetual Storm Water Drainage 5. This Development is subject to a Development Agreement Instrument No. 2017-035132. Easement recorded on November 10, 2015 as Instrument plumber 2015-103256, official records of Ada County, and incorporated herein by this reference as if set forth in full (the "Master 6. Lots shall not be reduced in size without prior approval from the Health Authority. eosement"). The Master Easement and the storm water drainage system are dedicated to ACHD 7. No additional domestic water supplies shall be installed beyond the water system approved in sanitary pursuant to Section 40-2302 Idaho Code. The Master Easement is for the operation and restriction release. maintenance of the storm water drainage system. 8. Reference is made to the public health letter on file with Ado County Recorder regarding additional 4. See Instrument Number _------- for Existing ACHD Right---of—Way Easement. restrictions. 5. See Instrument plumber --------- for Existing ACHD Storm Drain Easement. 9. This development recognizes Section 22-4503 of Idaho Code, Right to Farm Act, which states, "No 6. See Instrument Numbers --------- for Existing ACHD Temporary Turn ---Around Easements. 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 7. See Instrument plumber 108031180 for Existing Simpson Canal Easement. 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 S. No Utility Easement shown or designated hereon shall preclude the construction and maintenance results from the improper or negligent operation of an agricultural operation, agricultural facility or of hard—surfaced driveways, landscaping, parking, side & rear property line fences, or other such expansion thereof." nonpermanent improvements. 10. This development is subject to ACHD License Agreement Instrument No. 9. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from unless otherwise noted. 11. Per the City of Meridian, bottom elevation of structural footings shall be set a minimum of 12 --inches above the highest established normal ground water elevation. On March 17, 2017, Geotek excavated 10 test pits to depths between 11 and 12 feet and encountered no ground water. 12. Direct lot/parcel access to N. Black Cat Road is prohibited. 13. N. Black Cat Road is existing ACHD Right—of—Way as described in a quit --claim deed recorded as Instrument No. 2016-117753, dated December 05, 2016, and re—recorded as Instrument No. 2017-046979, dated May 25, 2017, records of Ada County, Idaho. Reference Documents Subdivisions: Puma Subdivision (Book 71 of Plats at Pages 7263 through 7264). Spurwing Grove Subdivision No. 6 (Book 105 of Plats at Pages 14500 through 14502). Oak Leaf Subdivision (Book 107 of Plats at Pages 14823 through 14825). Jayker Subdivision (Book 101 of Plats at Pages 13341 through 13352). Tree Farm Subdivision No. 1 (Book ?? of Plats at Pages ????? through ?????). Tree Farm Subdivision No. 2 (Book ?? of Plats at Pages ????? through ?????)- Surveys: ROS's 248, 2103, 7841, 7900, 10382, 10635 & 10743. Deeds: 112036427, 2017-003496, 2017-084737, & 2017-046979 (W. Tree Crest Drive Dedication) 1rim ■ Easements: 108031180, —____—ACHD TEMP, _ACHD PERM, & _—COM SEWER. 3 P4 �1�ef4 �� rgt*� J -U -B ENGINEERS, INC. S. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 375 7330 f 208 323 9336 w www.jub.com SHEET 6 OF 8 PLAT SHOWING Tree Farm Subdivision No. 3 Certificate of Owners I' am Know all people by these presents: that Fairmont Tempe, LLC, an Arizona limited liability company; SFT KGLG Cherry Lane, LLC, an Arizona limited liability company; and Ball Real Estate Investment, LLC, an Arizona limited liability company; do hereby certify that they are the owners of that real property to be known as Tree Farm Subdivision No. 3, and that they intend to include said real property, as described below, in this plat: To wit: A parcel of land situated in the west half of the southwest quarter, and the southwest quarter of the northwest quarter of Section 22, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ado County, Idaho, and being more particularly described as follows: Commencing at the southwest corner of Section 22, Township 4 North, Range 1 West, Boise Meridian, which bears N89'17'18"W, 2647.24 from the southeast corner of the southwest quarter (south quarter -section corner); Thence N00'30'42"E, 1681.34 feet along the west line of the southwest quarter to the northwest corner of Tree Form Subdivision No. 2 (Book of Plats at Pages _ through ), the POINT OF BEGINNING: Thence continuing N0930'42"E, 931.26 feet along the west line of the southwest quarter to the southerly right-of-way line of the Phyllis Canal (ROS 7900, records of Ado County, Idaho); Thence N65'1 5' 1 YE, 174.26 feet along the southerly right-of-way line of the Phyllis Canal; S21'14'06"W, Thence N71'21'04"E, 300.98 feet along the southerly right-of-way line of the Phyllis Canal; 212.70 feet along the boundary of Tree Farre Subdivision No. 2; Thence N74'33'18"E, 164.83 feet along the southerly right-of-way line of the Phyllis Canal; Thence Thence N75'49'29"E, 79.69 feet along the southerly right---of-way line of the Phyllis Canal; 12.43 feet on a non -tangent curve to the right, concave easterly, having a radius of 4981.50 feet, a central angle of 00'08'35", a chord bearing of N07'13'50"W, and a chord length of 12.43 feet, along the boundary of Tree Farm Subdivision No. 2; Thence N81'10'02"E, 156.99 feet along the southerly right-of-way line of the Phyllis Canal; Thence Thence N80'36'32"E, 317.18 feet along the southerly right-of-way line of the Phyllis Canal; 103.84 feet along the boundary of Tree Farm Subdivision No. 2; Thence N79'11'07"E, 128.36 feet along the southerly right-of-way line of the Phyllis Canal; Thence Thence N79`30'38"E, 40.23 feet along the southerly right-of-way line of the Phyllis Canal; S83'47'55"W, Thence N76'33'21 "E, 13.91 feet along the southerly right-of-way line of the Phyllis Canal to the east line of the southwest quarter of the northwest quarter; Thence S00'30'32"W, 338.90 feet along the east line of the southwest quarter of the northwest quarter to the northeast corner of the west half of the southwest quarter (center -west sixteenth -section corner); Thence S0930'49"W, 498.75 feet along the east line of the west half of the southwest quarter to the northwest corner of Tree Farm Subdivision No. 1 (Book of Plats at Pages through -, records of Ada County, Idaho); Thence N89'29'1 1 "W, 135.00 feet along the boundary of Tree Farm Subdivision No. 1; Thence N00'30'49"E, 15.24 feet along the boundary of Tree Farm Subdivision No. 1; Thence N89'29'1 1 "W, 130.51 feet along the boundary of Tree Farm Subdivision No. 1; Thence 580'55'24"W, 87.46 feet along the boundary of Tree Farm Subdivision No. 1 to the northeast corner of Tree Farm Subdivision No. 2; Thence 578'21'41 "W, 375.39 feet along the boundary of Tree Form Subdivision No. 2; Thence S11*38'19"E, 44.61 feet along the boundary of Tree Form Subdivision No. 2; Thence 578'21'41 "W, 53.50 feet along the boundary of Tree Farm Subdivision No. 2; Thence 29.63 feet on a non -tangent curve to the right, concave westerly, having a radius of 43.30 feet, a central angle of 39'12'15", a chord bearing of S07'57'48"W, and a chord length of 29.05 feet, along the boundary of Tree Farm Subdivision No. 2; Thence 20.53 feet on a reverse curve to the left, having a radius of 30.00 feet, a central angle of 39'12'15", a chord bearing of S07'57'48"W, and a chord length of 20.13 feet, along the 'boundary of Tree Farm Subdivision No. 2; Thence 511'38'19"E, 39.99 feet along the boundary of Tree Farm Subdivision No. 2; Thence S21'14'06"W, 6.12 feet along the boundary of Tree Farm Subdivision No. 2; Thence 578'21'41 "W, 212.70 feet along the boundary of Tree Farre Subdivision No. 2; Thence 504'34'56"E, 94.00 feet along the boundary of Tree Farm Subdivision No. 2; Thence S74`01'54"W, 137.09 feet along the boundary of Tree Form Subdivision No. 2; Thence 12.43 feet on a non -tangent curve to the right, concave easterly, having a radius of 4981.50 feet, a central angle of 00'08'35", a chord bearing of N07'13'50"W, and a chord length of 12.43 feet, along the boundary of Tree Farm Subdivision No. 2; Thence S82'50'27"IN, 37.00 feet along the boundary of Tree Form Subdivision No. 2; Thence 18.16 feet on a non -tangent curve to the left, concave East, having a radius of 5018.50 feet, a central angle of 00'12'27", a chord bearing of S07'15'46"E, and a chord length of 18.16 feet, along the boundary of Tree Farm Subdivision No. 2; Thence S74'01'52"W, 103.84 feet along the boundary of Tree Farm Subdivision No. 2; Thence 880'25'04"W, 16.90 feet along the boundary of Tree Farm Subdivision No. 2; Thence N06'12'05"W, 7.78 feet along the boundary of Tree Farm Subdivision No. 2; Thence S83'47'55"W, 78.41 feet along the boundary of Tree Form Subdivision No. 2 to the POINT OF BEGINNING. The above-described parcel contains 26.06 acres, more or less. The public streets shown on this plat are hereby dedicated to the public. The easements shown on this plat are not dedicated to the public, however the right to use said easements is hereby reserved for the uses specifically depicted on the plat, and for any other purposes designated hereon, and no permanent structures, other than for such uses and purposes, are to be erected within the lines of said easements. All of the lots within this subdivision are eligible to receive water service from Suez Water Idaho, and Suez Wafter Idaho has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Settlers irrigation District, in compliance with Idaho Code 31-3805(1)(b). Lots within this subdivision will be entitled to irrigation water rights, and will be obligated for assessments from Settlers Irrigation District. In witness whereof, we have hereunto set our hands: Fairmont Tempe, LLC, an Arizona limited liability company By: 4222, LLC, an Arizona limited liability company Its: Manager By: W. Scott Schirmer Its: Manager Acknowledgment State of �- ss. County of w On this -day of..__- -, in the year 20._..--, before me, ❑ Notary Public in and for the State of personally appeared W. Scott Schirmer, known or identified to me to be a Manager of 4222, LLC, manager of Fairmont Tempe, LLC, that executed the within instrument and acknowledged to me that Fairmont Tempe, LLC executed the same. Notary public for My commission expires BFT KGLG Cherry Lane, LLC, an Arizona limited liability company By: BFT Management, LLC, an Arizona limited liability company its: Manager By: Brownlee Family Trust, u/t/a December 18, 2004 Its: Member By: William I. Brownlee Its: Trustee Acknowledgment State of ss. County of On this day of , in the year 20_-, before me, a Notary Public in and for the State of , personally appeared William I. Brownlee, known or identified to me to be the person whose name is subscribed to the within instrument as Trustee of Brownlee Family Trust, u/t/a December 18, 2004, Member of BFT Management, LLC, Manager of BFT KGLG Cherry Lane, LLC, and acknowledged to me the he subscribed the name of BFT KGLG Cherry Lane, LLC, as principal, and his own name as Trustee of Brownlee Family Trust, u/t/a/ December 18, 2004, Member of BFT Management, LLC, Manager of SFT KGLG Cherry Lane, LLC. Notary public for My commission expires Ball Real Estate investments, LLC, an Arizona limited liability company By: 4222, LLC, an Arizona limited liability company Its; Manager By: W. Scott Schirmer Its: Manager Acknowledgment State of County of _ ss. On this --day of in the year 20__._, before me, a Notary Public in and for the State of personally appeared W. Scott Schirmer, known or identified to me to be a Manager of 4222, LLC, manager of Ball Real Estate Investment, LLC, that executed the within instrument and acknowledged to me that Ball Real Estate Investment, LLC executed the same. Notary public for My commission expires Certificate of Surveyor I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor, licensed by the State of Idaho, and that this plat of Tree Farm Subdivision No. 3, as described in the Certificate of Owners and as shown on the attached plat is correct and was surveyed in accordance with Idaho Code relating to plats and surveys. J -U -B ENGINEERS, INC. 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 37+6 7330 f 208 323 9335 w www.jub.com SHEET 7 OF 8 PLAT SHOWING Tree Farm Subdivision Approval of Central District Health Department Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according to the letter to be read on file with the County Recorder or his agent listing the conditions of approval. Sanitary restrictions may be re–imposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a certificate of disapproval. Central District Health Department Date PLAT BOOK No. 3 PAGE Certificate of County Surveyor 1, the undersigned, County Surveyor for Ada County, Idaho, do hereby certify that I have checked this plat and find that it complies with the State of Idaho Code relating to plats and surveys. Ado County Surveyor Date Approval of Ada County Highway District Certificate of County Treasurer I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per The foregoing plat was accepted and approved by the Board of Ada County Highway District requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent Commissioners on the day of _ , 20 county property taxes for the property included in this proposed subdivision have been paid in full. This certificate is valid for the next thirty (30) days only. Commission President Ada County Highway District Approval of Meridian City Engineer I, the undersigned, City Engineer, in and for the City of Meridian, Ada County, Idaho, do hereby approve this plat. Meridian City Engineer Date Ado County Treasurer County Recorder's Certificate State of Idaho County of Ada ss. Instrument No. Date I hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at minutes past--o'clock—.M., this_ _day of ,�a, in my office, and was recorded in Book of Plats at Pages ___ through _ Fee: Deputy Ex–Officio Recorder Approval of Meridian City Council I. the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, do hereby certify that at regular meeting of the City Council held on the —_ day of _, this plat was duly accepted and approved. Meridian City Clerk J( J-U-8 ENGINEERS, INC. Ire, OF�Q 250 South Beechwood Avenue, Suite 201, BoiSe, 1❑ 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 8 OF 8