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CC - FPlat_2017-11-2814'13 23 24 CP&F No. 107153515 Zo ►� ,LO Point of Beginning Ss2• S52'42'04'E 1.7 59.80' OV. 4998 S69•',, ®4 •E I to O to 00 0) N M ° � W N �N I LO m 1I N p l .— z O O Z I � I Of i - vi IN ►00 10 IN I I I 23 24 CP&F No. See Sheet 8 for Line & Curve Tables. PLAT SHOWING Fall Creek Meadows Subdivision No. 1 Situated in the Northwest Quarter of Section 24, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho. 2018 S . OS 160 3'S 9', Ns4• ',3S 3�,, �• 2 g9, �V 3 L25 L24 L23 w Ns�•3S' koa�pk Fall Creek Subdivision No. 4 [4998] S60.3S, 04 1s F 3 AA 6) 9, TC <cr� • J L5 L6 L7 r - L8 Sheet 2 S She heed, et, 0 500 1,000 N Sheet 6 N aj Scale in Feet O r " Key Map S77-18"3,4 "E 30 x,54, C,3 / Block �5 ��-' C 1 C9. L13 L15 4 L2® L21 L16 L19 L L17 on a -- e -- J PLAT BOOK PAGE 0 100 200 Scale in Feet Legend - Subdivision Boundary Line - Lot Line - - - - Section Line - - - Center Line - Right-of-way Line - — - - Adjacent Property Line • • • - Match Line ----------------- - Tie Line — - - - - - - — - Utility Easement Line — - - - - — - Sidewalk Easement Line - Section Corner - Quarter -Section Corner 0 - Found 5/8" Rebar, Plastic Cap Marked "JUB 11334", Unless Otherwise Noted 0 - Found 5/8" Rebar, Added Plastic CCap Marked "JUB 11334" i - Set 1/2"x24" Rebar, with Plastic Cap Marked "JUB 11334" 0 - Set 5/8"x24" Rebar, with Plastic Cap Marked "JUB 11334" C# - Curve Number (Typical) L# - Course Number (Typical) # - Lot Number (Typical) [####] - PLS Number Found on Monument (rJE JoB a - 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 JUB Project No. 10-17-105 SHEET 1 OF 11 I 59.80, - ISee Sheet 8 for Line & Curve Tables. PLAT SHOWING Fall Creek Meadows Subdivision No. 1 0 30 60 Scale in Feet C%, _ PLAT BOOK 0 500 1,000 Scale in Feet 0%0% r /Y i A A "r- -1 A ,- A --v 1 PAGE r— i L- W. Elias Dr. U-) IN N64'55'34"W 230.28' \ \ ^ 6 `\ ``_7 L30 v N37*34'37"W G� / N 14.50' / N64'55'34"W 230.28' v 55' '00 54.36' bo 75.42' 84.51' -N57'48# 16' 16'--i • _ — }- - - - - - - - - - - - - - - - - - - - - T • - - j ---I 8' �o t •'-------------- ------------ ----------------- \ {------- 111,35. icy ----- i ---�- i i----------------�--�- 'L o. O O. I i 1 1 \\\\ oc�. � � � I� '\ 10 N Block 2 N c� CP Block 1 12 I w o 11 w 10 bol'O C14 n O. .� 0 It \ t% \ m opx--10' 4\11. \ Z 25 Zo\ ��+ \\ -10' 1 1-- 5 10 o' \ oo �i \ cP .�0+ \ 6 In cJ'701 1 79.55 42.19 ---S64!47'40 E 72 ' .00'-- �" \ Z S6447'40"E 121.74' 33.25' 62.00' ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i----------- N M, 0 5,� L- 0 y • y 10 (n to LIN .o 6„E \ o� • 1$ QC> fJ \ 4 l+J,I f f.0 7 0 OF "�/ • cyq£t s • eJ-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 SHEET 2 OF 111 PLAT SHOWING Y ' A L 'WO A'% 0% 1 r � A ,0% n A 00% TAV'e"M c -. -. -'•. A 7 t 7.7 e•V 7 .1 •... -�T PLAT BOOK PAGE Ig�� S64 56 04„ E 315.97 let ,> ,> S e 0 500 1,000 fjeet r 6 I 75.00' 58.87' 16.17 75.18, S60'35'04"E 351.89' Scale in Feet Sheet -----+, r- ------------------- --------- -- 4 1 -, r------- i _ 75.18' •i i o i i o i 1 7--------------------i i---- --- ------------- 75.18' L1 • Sheet$ I I ' I 1 10'--, 't!- i 5' -►i -� r------------------- - ' 15' I , 1 , 84.75 --i 1---10' S yi I 10'--i ' 10 - r- I I -� r-------------------- 25.42' 25' Key Map I i i i i � i i � 10 -►i t1-- — i i--10' i I 1 L -5 , Li N � ' rn to N I I 1 25' 25, �17 J 5 0, 19 Block 1 I oo '� 00 20 CN; 21 ,M 22 i I aD �z > (0 .s N i 1 1 O tom! N i ' to 1 1 I I to e- 1 I N 00 I'N' I I I i - zo zo - - - _ _----------- ' P bo ; $'--; I I 0 30 60 I 25.12 } C26 C28 i _ _ _ -- _ - _ - ----J-�_-------- ____ 1 00 1 • f _ _ ' P ■ C31 40.92' } _ - _ _ _ _ - --� �__--- ' ' �-�------- J 75'22' -t - _ _ _ _ Scale in Feet `n N60'13'19,W i 57.02' - - - - - - - - - - - - T — - - �`L • 173.15' C33 C35 0 18.97 59.41'- 0- 9.41' T �' to - — o _ _ —` — _ _ _ __ - C37 N64'35'07"W 78.38' C40 C32 — - ____ - W EHOS Dr. I r -P N N60'13019W 173.159 - C30 C39 - -�— - - - - — l— - - - • C43 N64'35'07"W 78.38' C42 0 � 15.99' II C27 � - L _ C29 N60'13'19"W 173.15' W. Elias Dr. 64.18' _ - - _ _ _ _ _ 75.00' --- r----------------------- _ 33.97' 38 N64'35'07"W 78.38' C41 r--- -------__ _ - _ _ - _ 1 • t ' �_ C34 C36 Oo 37.99' 40.40' I `' L5 I I ' t 'I r---------_ _ �C ao io i -�- Ir ------_7}- 7} 1 1 I i i t o0 co it i -1 I ---- -------'I r-_ �St 1 t I I I I �. I I i I ' 1 io , 1-T---- ' 6'- 14.56 10, I I io 0o I I • Lj i w, N O ►'� _ i i i i i i i i 1 to N 13 O In V- N u i I I i i Z I ' t0 N 14 ►• I , (� • Cq d M I ' p 1 I I O z �' o� N 15 n �' o 1 w (Al W I I I I iZ eN-- 16 N O 17 ;V N i Q O. 1 to ' 1 Z in N 1 8 ' rn N G! I I , 5' i t , N 1 to j i 10'--�..i I� 10'—j' ~ 1 I I ► 5- ►�� 1 1 i 5, I I 1 O 10'--� IL i i 10'-j j-- c0 1O o 'to .6 , AI I i 8 (Al I ..a ' t t ' ' t 10' I 1 i 11 G 4 -- -� L1 ------ ---------moi ' O ' O I �i L- I 1 1 -� vi N +'� ', GQ+ 55"E 102.64 O� 75.00 " , I I i I t t I tq 1 (0 •1 S7 �J JC7 L --S61'44 24 E-- -�-`-� L_i_ _ 1 t , 1 ' ' i O 75.00 - 5 --- �' I I ' 80.00 `7 .03'------- - ' ' o 7-1 ---� L_ o I I I i �- i I O o 72.00IT----- 84.21 - ------I ; 79.23 75.00 S64 35 07 E 88.25 r------ - ►-------J L--- 7 , ----- "---J 1 I------ ' ----- 80.00' 50 ---------i r---------- 83.25 80.00' ' i 'o -------------------U) Icn! ' ' 1 I ' t i Ui m m � •t m m . t N' LANA s T o ■ ■ 1 34 2 fJ cygE� �B��� S. 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 SHEET 3 OF 11 See Sheet 8 for Line & Curve Tables. PLAT SHOWING 0 * Fall Creek Meadows Subdivision No. 1 0 30 60 Scale in Feet i ti� 85 I Q I p I Cw7-7- W I 1 I I I ILO o cD to I �,, 1C; O mI O ' I I .p • •102, 64 vi N L -�' 650'55"F- 30.64' _-- ; �, �, 'I L I I co I CID �! Go I 72.00' -� �" 'o I i i i :`� LO I O IO _ 1 ! 1 , Z ' BIOCIC 4 O N 2 N 1 7 I """ 5' �� �, ' N. a LO M N 19 q 3 ' 50 r""� , I N 25 25' II II �, I ' , M d. ; 1 � 1 4 1I 110a r43 I I � N I I I I i I taN W O 5 rn I I I to I i it-0kp► tOOW, II iNm.• p. -N' wI I II NaI Ii Ii' aoZ L41 I I 6 co ' ' '-------W I -------- ------ v, ----- ------> I i 0 L-------------- rn + to C52 I- C67 rA 00 C53 I I I I 10 �_k �'" _ _ C57 ' _ 2,�1 t.. - o t II 13.73' - - _ 55 �0 W C01derwood Or- 1 CD S C46 13.73 I ui I 13.68' -- - 560- 3 $ 3 4"E 8 112'4 13.68" � S - C51 C68 11111111111111111111 C69�� 34r 112,43 _ C51 - °° - - - - - 2_ - - C47 - _ _ - I _ E •• _ - - T cNn ' ' 59 - -_�� I c'77.1a �� C54- _ _ i-------------------- r------ --------------13.59_- ' ' l C62 _-__ _ - -� _ 8 34»E 112.43 - -__-�I 13.66' 1 -0-- O - C70 S7T 00' _ - I i i 2 i E-- Sheet 4 -� _ 75-06 " I "" ' ' 6'�' Sheet 5 C71 C60 C66 C63 _ -i _ - - —C- 1 See Sheet 8 for Line & Curve Tables. PLAT BOOK 0 500 1,000 Scale in Feet X9.30 + 1� PAGE Key Map 7n•�')'30"E 72.61' L13 C1 25 •'-_? � 25' i L1 4 SUMB s J -U-6 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 4 OF11 PLAT SHOWING Fall Creek Meadows Subdivision No. 1 0 500 1,000 Scale in Feet 0 30 60 Scale in Feet PACE Key Map J M I d. m m N N Z 1 �O 1 cfl t0 ,1 % Q; O NI 1 1z �'� (All WN� 1 11----------------------- C> ------------------J —� 1 i WX11 j �1 �I ,1 cp J L------------- — — — — — ——-----------�____—__ / �� O►1 1 _ _ to1. Q I i 1`�- i " -� --- _ _ - - - - C52 00 C48 _ _� w0� 1 1 �i`" s' 1 a' _ - - -� C53 C67 C44 - N 1.- 1s' iA 1 1 y — — • C57 N I_ 2,, 1�-- 0 I I , 13.73' l 57 0 0 WCgiderwood Or • - - - - - o - - C46 '----- o 13.73 t m ' I �_ 56 73, �' 4»E 112.43 _ - - ui Ui 13.68 7.19 3 - ._... . . - _ w - - ---_13.68'_) I ` S _ C5g 57 - �� / -�" • ° ' . . (00 C45 _ C68c0 Kj to •coo C69 1/I 12.43 C51 - °° _ - - - - �- _ C47 _ _ _ _ `o n 40 7.1834E • . ® _ _oi- - - - - T �� ' 1&I N N S7 ® C54 _ - - ------ r------------------ 13.59 r� • Ln C59-- _ --'•O� ® , _ - - ___�------------- _ i , --------1 ^ ,y • C62 I_ ® „E 112.43 13'7 - -- - i 5'�i I 13.66' I !'l �. • - - - • - - __-- - -O 7.19 34 - - _-- , I 2,1 r 1 4,4.01 �- O C70 Sheet 4 S7 75.00 - - "� ; i i , la M _ _ 1 1 I I ► L13 Set E577' v, 25' C71 C60 _ _ ;-_ �1 �' i i li 25' I 58.16' C66 C63 - _ _ - - 11 `, �1 i0 in i N ro 5o, I _ _ - _ _ _ _ r _---- N s oo 10 1 ^ I yy 1 %.-10' i 1 J dO --r----S------ ---_ , 1 1 N ^ 1 1 1 ; N —A 8 O t ly► I N N I M co O 'I N I 1 � 4 1� r� I I N 7 N o 1 5, et Q'40 I L14 5 Block 3 P. o /I IZ c ' I aD z LO o .o 1 1 1 1 ► I I 8 ;n Z I O� 5 i � I � 1 rF ,4 U)o p � i i 1� , � i i N 1 Z � 2' N r 1 1 1 _ ►---------- M__--� C50------- N C56 oo ___w�`L ► 1 L15 � � I � 1 ► ► 02 I 25.0 L16 CV 0 • _� i O 25.0 ' I 11 � �-"" """-75.00 1 9 , - o _ -- � 4 • _- 25• 5771 _ - - L20 Block 5 L21 1 N -------L19 3.9 10.27' --------C6�----------C64-- ,n —1 »w 11 3 - C85 - ' � •1g 0 LL16 18 C4 C2 LAND 1 S T (rJ■ ■ Cl �- 13 4 n) OF S y� 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 See Sheet 8 for Line & Curve Tables. SHEET 5 OF 11 ' I I I I I r I (n I r u'al N ici W I • 0 O O 't I N ' . IZ .I I r I f ' I I •I I I ' I �5+ 1 wl I 70•'E 371.41' PLAT SHOWING Fall Creek Meadows Subdivision No. 1 PLAT BOOK 89 I I 100161 0_1 _J o i i � 1 O S 84.21'------ ------75.00'------ `--- - S64'35 07 E 88.25---1119c 5�' 80.00' 83.25' 80.00' --� r---------------------------------------------� 1 p 25 d II 1 I I O 6— 1 �1 I I 1 I I 1 I I I I I I 1 I 1 I I I I I I v Block 2 0 !0 O `� O a 3 `t o 2 N o 1 "� o > I N N N co N` N i rn Q I Z I I ► � I ? i I I I o t1-- � O I I I 5'--4 I 2 i I m 10 to to 13.73'1 ------------I----------- L --- j-------------------- ----------------- . < _ - - - - - - - - - - - - - - - - - - - - - - - i _ _13.68'_ I 0 30 60 `-' `+ C73 44.85' 00 83.25' 64.49' 00 C69 °r J - - a N C75 S64'35'07'E 192.58' I Scale In Feet PAGE • S61'10'10"E 371.41' LO I-_- - • _ _ _ C62 ___--•--"" C72 �— - - - - - - - - - - - —p - O - - C70 • S61°10910"E 318.84' N S64'35'07"E 192.58' Sheet_ W. Calderwood Dr. �' 5 00' I Ui Sheet � 75.00' C71 I - - - - - _ _ _ _ j 65.15' C76 S64'35'07"E 192.58' _____ -14.52' . --- � � - _ - � p I � 59.41' � 75.00' 58.16' C66 C63- - - - - -�- - 5 14.03' - - - - - - - - - - - - - - - 0)- — - - - 14.58 1 (------------------ ---- r i I I I i r— -------------------I -------------�-------------- -------- r---- i 1 I i I I 00 1 2' i 14.04' 1 I bo I-- I 10'1 I 0) I Cfl I I I I I I I 1 i pp 1 I 1 I I I 1 i I LLJ I I (6 Q Li ► Block 1 i� + ( o °';r5 »`n LO2 i 3 i� `� 1 I i� I i -4 N 00 N 1 i O N I O I 0 p 00 O °p N I r I d O C33!, N Z I I �t :V LO ' 2 Cq N 3 N N 4 5 to O tf)04 N N I04 vi N . i M +tL i 1 I 1 1 I N M I M N I I I N I V) 10 10 N I I I I i jn I i i I N I N � I I I I 1 1 I I I I LO Ln 1-6' I r -5'I I i � I' Vii I I i i i i i i 5'-- l 1 68 2� ' ; ; ; ' I -- LJ Ir-v��----I� 34' 1 34' s'7.37 75.13----------- 69.11'------- i 1' (0 S64'35'37"E 171.61' i 34.00' 34.00' `-- --56.72'-__ __J L -------- 75.00------____J L- -----60.27'----- ---C6� L --- --------C64-- to u- _85 4 N_ LmS643537E 191.99 N - -- -----6.----- 00 N N - j-00 N64'3537"W 179.49' N64'35'37"W 200.28' C4 IrJm OB a 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 See Sheet 8 for Line & Curve Tables. SHEET 6 OF 11 0 30 60 Scale in Feet See Sheet 8 for Line & Curve Tables. PLAT SHOWING Fall Creek Meadows Subdivision No. 1 Gj0 2�' N \ O ► i -10' 5 ' s �\ 0�6. \ `------L --79.55-------- -42.19 � 72 - ------ .00'--1-----J s 2 S64'47'40"E 121.74' 33.25' 62.00, \------------------------------- o ^o /� . \ \ . ► ► to V)IV t t (01 _1D I I 9 18 0 ''. � \ \� \ Zoo. ��� 1 1 r •.tmc 8 \LIN CAa 8 p tD N e t O 7 O W 1 I N t 04 8 co \\ ,0 ■ _-----------_------------------ 25 1j I `_ $9 $ �• ., \\ CBst C7 72.91- �\�575.00' - - \ \ C> 0) \8 7 s- C82 Dr. W. Calderwood :- . `\ C77 1 p /Jo OO /, �� 00. --------- j r—_.__—_•--_---_--___-- r O� /---------- — _ � I I I % 9'000 I l,.itop 0) Mock 11 W .1 0% X29 O) 4 0 � 3 ' \ N I Z t 0) d C'4 ,0 0)(fl LO . ao 00 CP 0000-_6 I I v� _ _J L I t 5' \ -75.11'-----_L_ S58I I CID- _ _ - _ - 222.85p* 22.85 47.74•_____-- ,J -27.37 L------- 1 _ C7 PLAT BOOK 0 500 1,000 Scalein Feet Key map (rim 0 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°corn SHEET 7 OF11 Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C1 12.54' 775.00' 0'55'36" N52'48'55"W 12.54' C2 4.28' 427.00' 0'34'25" N41'22'50"W 4.28' C3 178.80' 427.00' 23'59'32" N65'19'17"W 177.50' C4 165.56' 745.50' 12'43'27" N70'57'20"W 165.22' C5 89.33' 775.50' 6'35'59" N61'1 7'37'V 89.28' C6 23.06' 93.00' 14°12'26" N50'53'25"W 23.00' C7 89.09' 157.00' 32'30'46" N60'02'35"W 87.90' C8 64.69' 342.00' 10'50'13" N81'43'04"W 64.59' C9 20.25' 100.00' 11'36'07" S06'29'57"W 20.21' C10 22.89' 100.00' 13'07'01" S07'1 5'25"W 22.84' C11 32.18' 50.00' 36'52'12" S19'08'00"W 31.62' C12 67.64' 50.00' 77'30'20" S76'19'16"W 62.60' C13 99.81' 50.00' 114'22'32" S57'53'10"W 84.05' C14 2.64' 100.00' 1'30'55" S13'03'28"W 2.64' C15 16.80' 20.00' 48'07'41 N10*14'55"W 16.31' C16 149.72' 75.00' 114'22'32" S57'53'10"W 126.07' C17 166.52' 55.00' 173'28'18" S52'25'23"W 109.82' C18 48.17' 55.00' 50' 10'56" S09' 13'1 7"E 46.65' C19 35.62' 55.00' 37'06'22" S34'25'22"W 35.00' C20 44.02' 55.00' 45'51'33" S75'54'19"W 42.86' C21 38.71' 55.00' 40'19'27" N61*00'11"W 37.91' C22 16.80' 20.00' 48'07'41" S64'54'18"E 16.31' C23 21.98' 100.00' 12'35'32" N82'40'22"W 21.93' C24 19.99' 100.00' 11'27'02" N70'39'05"W 19.95' C25 41.96' 100.00' 24'02'34" N76'56'51 "W 41.66' C26 49.89' 1025.00' 2'47'20" N63'31'54"W 49.89' C27 67.66' 975.00' 3'58'34" N62'56'1 7"W 67.65' C28 34.26' 1025.00' 1'54'55" N61' 10'46"W 34.26' C29 12.39' 975.00' 0'43'41 " N60'35'09"W 12.39' C30 80.05' 975.00' 4'42'15" N62'34'26"W 80.03' C31 84.16' 1025.00' 4'42'15" N62'34'26"W 84.13' C32 82.10' 1000.00' 4'42'15" N62'34'26"W 82.08' C33 18.19' 975.00' 1'04'08" S60'45'23"E 18.19' C34 41.04' 1025.00' 2'17'38" S61'22'08"E 41.04' C35 56.06' 975.00' 3'17'40" S62'56'17"E 56.06' C36 37.02' 1025.00' 2'04'10" S63'33'02"E 37.02' C37 74.25' 975.00' V21'48" S62'24'1YE 74.24' C38 78.06' 1025.00' 4'21'48" S62'24'13"E 78.04' C39 76.16' 1000.00' 4'21'48" S62'24'1YE 76.14' C40 18.84' 575.00' 1'52'38" S65'31'26"E 18.84' C41 24.39' 625.00' 2' 14'10" S6542'1 2"E 24.39' C42 66.62' 600.00' 6'21'43" S67'45'59"E 66.59' PLAT SHOWING 0 Fall Creek Meadows Subdivision No. 1 Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C43 46.97' 600.00' 4'29'06" S73'11'24"E 46.95' C44 120.16' 825.00' 8'20'43" N56'31'28"W 120.06' C45 58.73' 800.00' 4'12'22" N54'27'17"W 58.72' C46 289.75' 800.00' 20'45'06" N66'56'01 "W 288.17' C47 85.26' 775.00' 6'18'11 N63'05'09"W 85.21' C48 73.78' 825.00' 5'07'25" N63'1 5'32"W 73.75' C49 58.56' 447.00' 7'30'23" N57'16'15"W 58.52' C50 70.07' 447.00' 8'58'54" N65'30'54"W 70.00' C51 83.13' 775.00' 6'08'45" N69'1 8'37"W 83.09' C52 73.77' 825.00' 5'07'24" N6822'57"W 73.75' C53 72.35' 825.00' 5'01'28" N73'27'23'W 72.32' C54 66.64' 775.00' 4'55'35" N74'50'47"W 66.62' C55 57.04' 447.00' 7'18'42" N73'39'42"W 57.00' C56 185.68' 447.00' 23'47'59" N65'25'04"W 184.34' C57 19.31' 825.00' 1'20'27" N76'38'21 "W 19.31' C58 18.84' 575.00' 1'52'38" S7622'1 5"E 18.84' C59 66.62' 600.00' 6'21'43" S74'07'42"E 66.59' C60 49.77' 625.00' 4'33'45" S75'01'42"E 49.75' C61 57.08' 725.50' 4'30'28" S75'03'49"E 57.06' C62 66.62' 600.00' 6'21'43" S67'45'59"E 66.59' C63 72.72' 625.00' 6'39'58" S69'24'50"E 72.67' C64 86.69' 725.50' 6'50'48" S69'23' 12"E 86.64' C65 17.35' 725.50' 1'22'11 " S65' 16'42"E 17.34' C66 16.31' 625.00' 1'29'44" S65'19'59"E 16.31' C67 359.36' 825.00' 24'57'28" N64'49'50"W 356.53' C68 235.02' 775.00' 17'22'31" N68'37'19'W 234.12' C69 18.84' 575.00' 1'52'38" S65'31'26"E 18.84' C70 133.25' 600.00' 12'43'27" S70'56'51 "E 132.97' C71 138.80' 625.00' 12'43'27" S70'56'51 "E 138.51' C72 59.62' 1000.00' 3'24'58" S62'52'38"E 59.61' C73 40.14' 975.00' 2'21'31" S63'24'22"E 40.13' C74 17.99' 975.00' 1'03'27" S61'41'53"E 17.99' C75 58.13' 975.00' 3'24'58" S62'52'38"E 58.12' C76 5.59' 1025.00' 0'18'44" S64'25'45"E 5.59' C77 31.75' 85.00' 21'24'16" S50'28'02"E 31.57' C78 64.79' 60.00' 61'52'04" S30'14'08"E 61.69' C79 10.66' 35.00' 17'27'09" S52'26'35"E 10.62' C80 27.13' 35.00' 44'24'55" S21'30'34"E 26.46' C81 33.51' 85.00' 22'35'18" S10'35'45"E 33.29' C82 26.52' 85.00' 17'52'30" S30'49'39"E 26.41' C83 91.78' 85.00' 61'52'04" S30'14'08"E 87.39' C84 37.79' 35.00' 61'52'04" 1 S30'14'08"E 35.98' Curve Table - This Sheet Only Curve # Length Radius Delta Chord Bearing Chord Length C85 161.12' 725.50' 12'43'27" S70'57'20"E 160.79' C86 82.01' 75.00' 6239'03" N83'44'55"E 77.98' C87 1 67.71' 1 75.00' 1 51'43'29" T N26 -33-39"E 65.43' PLAT BOOK Line Table - This Sheet Only Line # Direction Length L1 S77'1 9'04"E 25.15' L2 S18'57'18"W 99.36' L3 S27'41'30"E 27.52' L4 S1 434'04'W 50.00' L5 N75'1 5'10"W 3.92' L6 S62'26'53"W 14.51' L7 S19'03'09"W 109.40' L8 S75'58'55"E 102.64' L9 S89'09'01"E 79.30' L10 S70'22'30"E 72.61' L11 S03'17'51 "W 75.07' L12 S37'38'54"W 50.00' L13 S80'27'04"W 14.01' L14 S34'55'13"W 114.29' L15 S03'45'28E 14.58' L16 S51'30'19"E 8.38' L17 S48'54'23"W 32.96' L18 NO3'22'25"W 24.79' L19 N34'55' 13"E 11.98' L20 N55'04'47"W 50.00' L21 S80'47'51 "W 28.71' L22 N77'1 9'03"W 113.93' L23 N19'35'37"W 28.28' L24 N64'35'37"W 68.00' L25 S70'24'23"W 28.28' L26 N44' 16'1 YW 35.38' L28 N05'42'30'W 15.00' L29 N52'49'50"W 15.00' L30 N70'34'1 7'V 22.73' L31 N70'34'17"W 22.73' L32 N65'47'48"E 27.30' L33 N24'20'34"W 29.07' L34 S62'26'53"W 29.07' L35 S27'41'30"E 27.41' L36 N65'47'48"E 27.41' L37 N 12'08'14' 27.25' L38 S19'35'37"E 25.85' L39 N70'51'01 "E 28.08' L40 N17'52'38"W 29.11' L41 N70'24'23"E 18.79' L42 N80'47'51 "E 16.02' L43 S80'27'04"W 28.02' (rim m 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 SHEET 8 OF 11 PLAT SHOWING 0 Fall Creek Meadows Subdivision No. 1 Notes 1. Lot 6 of Block 1, Lots 9 & 19 of Block 2, Lot 1 of Block 3, Lots 1 & 7 of Block 4, and Lot 1 of Block 5 are common lots and will be owned and maintained by Fall Creek Subdivision Homeowner's Association. 2. The owner has provided irrigation water to each lot through a pressurized irrigation system to be owned and maintained by Nampa & Meridian Irrigation District. All lots in this subdivision will be subject to assessments by the Nampa & Meridain Irrigation District. 3. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at the time of the re—subdivision. 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. 5. This Development is subject to a Development Agreement Instrument No. 114030972. 6. Lots shall not be reduced in size without prior approval from the Health Authority. 7. No additional domestic water supplies shall be installed beyond the water system approved in sanitary restriction release. 8. Reference is made to the public health letter on file with Ada County Recorder regarding additional restrictions. 9. This development recognizes Section 22-4503 of Idaho Code, 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." 10. This development is subject to ACHD License Agreement Instrument No. 2017-076351. 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 21, 2012, MT&J excavated 16 test pits to depths between 7 and 16 feet and encountered ground water in one hole at 14.3 feet deep. 12. Direct access to S. Linder Road is prohibited. Reference Documents Subdivisions: Fall Creek Subdivision No. 1 (Book 107 of Plats at Pages 14780 through 14782). Fall Creek Subdivision No. 2 (Book 109 of Plats at Pages 15465 through 15467). Fall Creek Subdivision No. 4 (Book of Plats at Pages M through ). Surveys: ROS's 5672, 5800, 6726, and 9666 Deeds: 2016-107398, & _(S. Linder Road Dedication) Easements: 107167638, 113108959, 2017-076326. a MA M 00110101a PAGE Easement Notes 1. Lot 6 of Block 1, Lots 9 & 19 of Block 2, Lot 1 of Block 3, Lot 7 of Block 4, and Lot 1 of Block 5 are hereby designated as having a Utility Easement and a Pressure Irrigation Easement co—situated with said lots (i.e. blanket easement). 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, maintenance, operation, and use of public and private utilities, sewer service, cable television/data; appurtenances thereto; and lot drainage. 3. All Pressure Irrigation 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 unto the Fall Creek Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation, access to, and use of pressurized & gravity irrigation; transportation of water; and appurtenances thereto. 4. All Irrigation 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 unto Fall Creek Subdivision Homeowner's Association, Inc. for the installation, maintenance, operation, access to, and use of drainage & irrigation; transportation of water; and appurtenances thereto. 5. A portion of Lot 6 of Block 1, all Lot 19 of Block 2, a portion of Lots 2, 3, & 4 of Block 3 and a portion of Lot 1 of Block 4 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 Easement recorded on November 10, 2015 as Instrument Number 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. 6. See Instrument Number _ for existing ACHD Right—of—Way Easements. 7. See Instrument Numbers 107167638 and 113108959 for Existing Sewer and Water Easements. 8. No Utility or Pressure Irrigation Easement created hereon shall preclude the construction and maintenance of hard—surfaced driveways, landscaping, parking, or other such nonpermanent improvements. 9. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from unless otherwise noted. ANp j SGS (rJE ■ 4 s�qT� OF J -U -B ENGINEERS, INC. OF \4 y�� 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 9 OF11 PLAT SHOWING Fall Creek Meadows Subdivision No. 1 Certificate of Owners PLAT BOOK Know all people by these presents: that Toll ID I LLC, an Idaho limited liability company, does hereby certify that it is the owner of that real property to be known as Fall Creek Meadows Subdivision No. 1, and that it intends to include said real property, as described below, in this plat: To Wit: A parcel of land situated in the northwest quarter of Section 24, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at the northwest corner of Section 24, Township 3 North, Range 1 West, Boise Meridian, which bears N00'41'25"E, 2650.74 feet from the west quarter -section corner of Section 24; Thence S00'41'25"W, 542.46 feet along the west line of the northwest quarter to the northwest corner of Parcel V (Grant Deed Instrument No. 2016-107398, records of Ada County, Idaho); Thence S52'42'04"E, 59.80 feet along the boundary of Parcel V to the POINT OF BEGINNING: Thence continuing S52'42'04"E, 141.64 feet along the boundary of Parcel V; Thence S69'17'04"E, 277.88 feet along the boundary of Parcel V; Thence S64'56'04"E, 315.97 feet along the boundary of Parcel V; Thence S60'35'04"E, 351.89 feet along the boundary of Parcel V; Thence S77'19'04"E, 25.15 feet along the boundary of Parcel V; Thence S18'57'18"W, 99.36 feet; Thence S27'41'30"E, 27.52 feet; Thence S14'34'04"W, 50.00 feet; Thence N75'15'10"W, 3.92 feet; Thence S62'26'53"W, 14.51 feet; Thence S19'03'09"W, 109.40 feet; Thence S75'58'55"E, 102.64 feet; Thence S77'18'34"E, 301.84 feet; Thence S89'09'01 "E, 79.30 feet; Thence S70'22'30"E, 72.61 feet; Thence S03'17'51 "W, 75.07 feet; Thence S47'28'09"W, 158.86 feet; Thence S37'38'54"W, 50.00 feet; Thence 12.54 feet on a non -tangent curve to the left, concave Southwest, having a radius of 775.00 feet, a central angle of 00'55'36", a chord bearing of N52'48'55"W, and a chord length of 12.54 feet; Thence S80'27'04"W, 14.01 feet; Thence S34'55'13"W, 114.29 feet; Thence S03'45'28"E, 14.58 feet; Thence S51'30'19"E, 8.38 feet; Thence S48'54'23"W, 32.96 feet to the boundary of Fall Creek Subdivision No. 4 (Book _ of Plats at Pages -Ma through , records of Ada County, Idaho); Thence 4.28 feet on a non -tangent curve to the left, concave southwesterly, having a radius of 427.00 feet, a central angle of 00'34'25", a chord bearing of N41'22'50"W, and a chord length of 4.28 feet, along the boundary of Fall Creek Subdivision No. 4; Thence NO3'22'25"W, 24.79 feet along the boundary of Fall Creek Subdivision No. 4; Thence N34'55'13"E, 11.98 feet along the boundary of Fall Creek Subdivision No. 4; Thence N55'04'47"W, 50.00 feet along the boundary of Fall Creek Subdivision No. 4; Thence S80'47'51 "W, 28.71 feet along the boundary of Fall Creek Subdivision No. 4; Thence 178.80 feet on a non -tangent curve to the left, concave Southwest, having a radius of 427.00 feet, a central angle of 23'59'32", a chord bearing of N65'19'17"W, and a chord length of 177.50 feet, along the boundary of Fall Creek Subdivision No. 4; Thence N77'19'03"W, 113.93 feet along the boundary of Fall Creek Subdivision No. 4; Thence 165.56 feet on a curve to the right, having a radius of 745.50 feet, a central angle of 12'43'27", a chord bearing of N70'57'20"W, and a chord length of 165.22 feet, along the boundary of Fall Creek Subdivision No. 4; Thence N64'35'37"W, 200.28 feet along the boundary of Fall Creek Subdivision No. 4; Thence N19'35'37"W, 28.28 feet along the boundary of Fall Creek Subdivision No. 4; Thence N64°3537"W, 68.00 feet along the boundary of Fall Creek Subdivision No. 4; Thence S70'24'23"W, 28.28 feet along the boundary of Fall Creek Subdivision No. 4; Thence N64°3537"W, 179.49 feet along the boundary of Fall Creek Subdivision No. 4; Thence 89.33 feet on a curve to the right, having a radius of 775.50 feet, a central angle of 06'35'59", a chord bearing of N61°17'37"W, and a chord length of 89.28 feet, along the boundary of Fall Creek Subdivision No. 4; Thence 23.06 feet on a compound curve to the right, having a radius of 93.00 feet, a central angle of 14'12'26", a chord bearing of N50'53'25"W, and a chord length of 23.00 feet, along the boundary of Fall Creek Subdivision No. 4; Thence 89.09 feet on a reverse curve to the left, having a radius of 157.00 feet, a central angle of 32°30'46", a chord bearing of N60'02'35"W, and a chord length of 87.90 feet, along the boundary of Fall Creek Subdivision No. 4; Thence 64.69 feet on a compound curve to the left, having a radius of 342.00 feet, a central angle of 10'50'13", a chord bearing of N81'43'04"W, and a chord length of 64.59 feet, along the boundary of Fall Creek Subdivision No. 4; Thence N44'16'13"W, 35.38 feet along the boundary of Fall Creek Subdivision No. 4 to the west line of the northwest quarter; Thence N00'41'25"E, 680.75 feet along the west line of the northwest quarter to the POINT OF BEGINNING. The above-described parcel contains 17.89 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 The City of Meridian, and the City of Meridian has agreed in writing to serve all lots within the subdivision. Irrigation water has been provided from Nampa & Meridian 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 Nampa & Meridian Irrigation District. In witness whereof, I have hereunto set my hand: Thomas Coleman, Division President Toll ID I LLC Acknowledgment State of ) County ofM r5 ss. On this day of in the year 20 before me, a Notary Public in and for the State of N ry personally appeared Thomas Coleman, known or identified to me to be a Division President of Toll ID I LLC, that executed the within instrument, and acknowledged to me that Toll ID I LLC executed the same. Notary public for N_ My commission expires_- Certificate of Surveyor 1, Michael S. Byrns, do hereby certify that 1 am a Professional Land Surveyor, licensed by the State of Idaho, and that this plat of Fall Creek Meadows Subdivision No. 1, 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. LANA s G1STrp ��G�� `11334 Michael S. Byrns,/PLS 11334 (rim a 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 SHEET 10 OF 11 PLAT SHOWING Fall Creek Meadows Subdivision No. 1 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 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 _. 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 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 N_ day of this plat was duly accepted and approved. Meridian City Clerk PLAT BOOK PAGE Certificate of County Surveyor I, 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. Ada County Surveyor Date Certificate of County Treasurer I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per requirements of Idaho Code 50-1308, do hereby certify that any and all current and/or delinquent 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. Ada County Treasurer Date County Recorder's Certificate State of Idaho i County of Ada ss. Instrument No. -- I o._ I hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at _M—minutes past o'clock—.M., this day of ,NM, in my office, and was recorded in Book_ --of Plats at Pages _ through Fee: - Deputy Ex—Officio Recorder ■ ■ fN0 s 3 4 I J -U -B ENGINEERS, INC. OF z_ 250 South Beechwood Avenue, Suite 201, Boise, ID 83709-0944 01 L S. p 208 376 7330 f 208 323 9336 w www.jub.com SHEET 11 OF 1 1