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CC - Draft 4-21-17 - FENCINGBasis of Bearing 5 S89`14'44"E 5 4 [s7z] 8 CP&F 8005444 2660.45' 8 9 [Illegible] CP&F 107161745 w N p Q a1 N O I M zI I Unplatted Point of [4108] – – – 300.98' – – CN N89°27'31 "W [ CP&F 9230704 PLAT SHOWING Howry Lane Subdivision No. 2 Situated in the Southwest Quarter of the Northeast Quarter of Section 33, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho. 2017 Garoutte j Acres Subdivision [4999] NE Tb CP&F 9230702 Rock Hampton Subdivision No. 4 Rock Hampton Subdivision No. 7 PLAT BOOK PAGE 0 100 200 Scale in Feet Leaend (JUB 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 JOB Project No. 10-17-037 SHEET 1 OF 8 – Subdivision Boundary Line – Lot Line – – – – Section Line – Center Line – Right–of–way Line – Adjacent Property Line — — — – Match Line --------- – Tie Line – Easement Center Line – Utility Easement Line – Existing Cunningham Lateral Easement Line – Section Corner, Found 5/8" Rebar r� – Quarter–Section Corner, Found Brass Cap 0 – Found 1/2" Rebar O – Found 5/8" Rebar • – Set 1/2"x24" Rebar, with Plastic Cap Marked "JUB 11334" O – Set 5/8"x24" Rebar, with Plastic Cap Marked "JUB 11334" ® – Set 1/2"x24" Rebar, with Plastic Cap Marked "EASEMENT JUB 11334" – Point Not Set or Found C# – Curve Number (Typical) L# – Course Number (Typical) # – Lot Number (Typical) [####] – PLS Number Found on Monument (JUB 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 JOB Project No. 10-17-037 SHEET 1 OF 8 PLAT SHOWING Howry Lane Subdivision No. 2 I I Unplatted Garoutte Acres Point of Subdivision rBeginning wo.o i 80.17' so•oo- \ 147.90' 80.00' f~1o' —i I-5' 4- 3 3 \ s o 00 \ \ 2 o Common'Lot `gyp, 0 4 9 F V) \ I I I �v '� �F v\ v I 1 \ \ I I 1 N'3 1 C14 9.98' 80.00' \ \ N Ln - - "Ps \ � ` 0 �s 80.00' 80.00' L�� 80.00' 079 C 6 F------------- I li r -------{ r ----- 1f10' I I I —I 1 I I I I I-5' I I 1 +, I I I o I I I 3 I 1 1 NN 1 O Block 1 i 0 5 � m No 6 N N O I I I I I I I I N I I I I I 8 1 1 I 1 I I I L— — — — — — — — — — I I — J 1 I I - L — 1 — — — — — — — I I I — — J 80.00' I I 80.00' 1 S89'27'31 "E 277.75' I I I I 1 W. Rockhampton St. S89'27'31 "E 300.19' S89'27'31 "E 300.19' PLAT BOOK PAGE 0 30 60 Scale in Feet S89'27'31 "E 1028.07' Ln N oma- -- o-� N N24.10'29"W 41 .83 --- --- -------------------------, 80.00' L�� 80.00' 079 C 6 F------------- I li r----1------, I r ----- 1f10' I —i I f -1o' I —I I 1f1o' 1-5' 1 I 1-5' I 1 1 I 1 I I I I 1 3 1 11 \. s �� I CO p � m p N N N N 7 F)o o I 8 1 N O o O 1 'a I I I I 1 1 1 I I I I 1 1 Q O L S75'39'08"W 1 I I —% ` 48.32' `I 1 b I C6 1 \ Howry Lane `9�. \� \ \. Subdivision No. 1 z I L ----i I� 1-S89'27'31"E------- 27.78' Q•I C' Ln N oma- -- o-� N N24.10'29"W 41 .83 --- --- -------------------------, -77 09 52„E L�� 589'27'31"E 079 C 6 li ` -------127.35'---- -- No •c \� \ T 1 25' • 25' — 1 1-10' I 1 11 \. s �� I CO o I L0 i° Q 'Q, ` \ Qo \ o 3i o 'a I 14 lf'� \♦ \ \ N N Q O 04 I Op O C6 0 \ o b I V) N f \ Howry Lane `9�. \� \ \. Subdivision No. 1 z I L ----i I� 1-S89'27'31"E------- N f Q•I \\ 15.61' ---131.48'------- \ �p \ \ ` Common Lot \SLA TENO \ y \ o OF \•\ \ \ \ \ o Q qEL S. 6y A — � (JJ J -U -B ENGINEERS, INC. \ \\ 1\ LJU oUUlll 6eeuiwuvu—eriue, wile LUl, ouiSt, - o3luv-uv4 --Ap 208 376 7330 f 208 323 9336 w www.jub.com 10 \ � SHEET 2 OF 8 -77 09 52„E L�� -'2-5 1210 10 —S89'37'50"E' - r ----T ---130.00' I I — �I L I 1 11 1--10' (JJ J -U -B ENGINEERS, INC. \ \\ 1\ LJU oUUlll 6eeuiwuvu—eriue, wile LUl, ouiSt, - o3luv-uv4 --Ap 208 376 7330 f 208 323 9336 w www.jub.com 10 \ � SHEET 2 OF 8 PLAT SHOWING Howry Lane Subdivision No. 2 N Lo N24'1 0'29"W ���29 N 41.83 �\ :70:�q — j — N � 25' • n LLnLn 0 N N 0 0 E -------I "I LO a °D Q LO C 1 3 - r, 1 P I a l Block 1 o QN S89'27'31 "E 1028.07' 14 I Garoutte Acres Subdivision 'I I N I 80.00' 1 80.00' Lq 00 90.00' U) 130.00' V��Iv) --------- Ir): 1------ I 1-10' • T I I No0N W I If10' 5'-I I I-10' o S89'37'50"E- --- l J 1-10, o N 40 -S89'37'50"E---J . z Nt I I o0 10'-1 I I I o f ,-7.14'-- i-- I co J 3 o j---------130.00'-- I F--- } ---130.00' -------7X10 3 rn17 0 "1-- r- - -589'37'50"E- I ILn 0 0 25' 00 \ \\\ I r---------130.00'--- -0 --� X23 I � 1 4 P I 10-1 1 I 0 - N 0 I Block 7 I 7 m oC14 I S 3 U) 0 I l I I 'N� N4 L------- S89'37'50"E-- i ---J L -------589'37'50"E-- ----J I F--------130.00'--------� 9 r --------130.00'--T I ---� I I I z I I I I I 0oI 2 I I I NI I IN 575'39'08"W 0 1 0 l o '\ 48.32' �I I I C -4I 16 of I"10 N o 10'1 of co Ln 0 1 N Lo N24'1 0'29"W ���29 N 41.83 �\ :70:�q — j — N � 25' • n LLnLn 0 N N 0 0 E -------I "I LO a °D Q LO C 1 25.00 25.00 50' N Q MU n E2 't I-- M M 0 CD 3 - r, 1 o 1 4 I a l Block 1 o QN �-I L-------S89'37'50"E- ± ± ----- 14 I o � 'I I N I F �o-------130.00'-- --- I~T10•- 1 Lq 00 rn l o U) V��Iv) Ir): 10 y l I 1-10' • C-4 N N15ca I No0N W F--------130.00'--------� 0 N l L--- S89'37'50"E- --- l J 1-10, o N 40 -S89'37'50"E---J . z Nt 10' -1 o0 10'-1 L — — — — — — — f S89'37'50"E - + J---, 1 t o ,-7.14'-- i-- S89'37'50"E------- J 3 o j---------130.00'-- I F--- } ---130.00' -------7X10 510' 0 "1-- I L - - -589'37'50"E- 0 ILn 0 0 25' ti \ \\\ -0 25.00 25.00 50' N Q MU n E2 't I-- M M 0 CD 3 - r, 1 o 1 4 I a l Block 1 o QN LO I 000 0 14 I o ZD ui N I 11 1 j 00 rn l o U) :,-10'—1 - 10 y l I 1-10' • C-4 N I L-------S89'37'50"E-- I 1---J W F--------130.00'--------� 0 N l L--- S89'37'50"E- --- l J 1-10, o N 40 -S89'37'50"E---J . z L--------130.00'-- ---� 10' -1 0 1 } 1 t o N --o01s7'----� 1 10-1 510' 0 "1-- I L - - -589'37'50"E- 1 0 0 25' ti \ \\\ -0 r---------130.00'--- -0 --� X23 I � 1 4 P I 13 1 I � /^'I-, `\ 1 0 1 1 25' `/--------------1–� S [5082] S89'37'50"E 1 10.00' - - �/ o �v i \ A 6• o�• —09OFAWLachlan St. L — N . --- 589'3750E----- • - - - 0 • �oN I \ SSsp - - 130.00'- - - - - - - -I S89'37'50"E 155.00' - �- C) 9 • � d� \ i / \ OO� h/a� `\ I / / / S S \ N 80 S6'09 263 ` 12 coo 0 Ln /'11,001 00 Ln Common Lot 10-1 25' 2000. \ \ 17 oT `\ a0 \ \ 00 PLAT BOOK PAGE 0 30 60 Scale in Feet Rock Hampton Subdivision No. 4 25' 3 o. N M N 0O 0 N / I I I I I S89'37'50"E 110.00' t O N O rsnn�, 00 - - - - - (JJ 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 8 130.00' F-----------------� 0 I I 10'--1 I M 1 5 rn I 1-10' I I L-------S89'37'50"E-- 1---J I F--------130.00'--------� } } 1-10, I I 10' -1 0 1 4 1 t o N N of 0 "1-- I L - - -589'37'50"E- I I 0 0 r---------130.00'--- T f --� o 10,_1 N 0 0 1 Block 7 o 1n t 3 C4 I I I I L -------589'37'50"E-- ----J F--------130.00'--------� 1 10-1 I 0oI 2 I. o NI IN 0 1 l o I I L-------S89-37'50"E-- I 1---J I I F--------130.00'--- } f - -I I"10 N o 10'1 of I Ln 0 1 q I o � I `/--------------1–� S [5082] S89'37'50"E 1 10.00' - - �/ o �v i \ A 6• o�• —09OFAWLachlan St. L — N . --- 589'3750E----- • - - - 0 • �oN I \ SSsp - - 130.00'- - - - - - - -I S89'37'50"E 155.00' - �- C) 9 • � d� \ i / \ OO� h/a� `\ I / / / S S \ N 80 S6'09 263 ` 12 coo 0 Ln /'11,001 00 Ln Common Lot 10-1 25' 2000. \ \ 17 oT `\ a0 \ \ 00 PLAT BOOK PAGE 0 30 60 Scale in Feet Rock Hampton Subdivision No. 4 25' 3 o. N M N 0O 0 N / I I I I I S89'37'50"E 110.00' t O N O rsnn�, 00 - - - - - (JJ 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 8 PLAT SHOWING Howry Lane Subdivision No. 2 PLAT BOOK PAGE 0 30 60 \ \ 6 r----� -- Scale in Feet LO `9.� 00 I 14 o o' o '� I I C5 o o I Block 1 N Lr)o I I oo o I 14 O (V N Co N I o o' C6 N I 11 1 3 \ \ Z nI I (n N� I 1-10, I N \. \ L ----L +—S89.27'31"E------- N n \ t o I N L----- �1— �\ �� r----}— 131.48----- I 22 \ I—='S89.37'50"E- --- �; 13 15.61' -- �0 8S' \ ------ 589'3750"E ----J r------ 130.00'-- — \ \ ` Common Lot I 10 \ \ X-3 • --°101.97'----� 10'—I o J ^C'3 h \\\ ^ I 13 •w \ Block 3 v o v Tv �s '� s 2 s s \ _ •—........— \ ..\\.—.� .—..—.\\� \�°..—.15 \�R so9ooAos' \ \ o \ F 589.37'50"E— — — — \ 9 —13000 -- — — — — 00\ Cfj/a� \\\ ^o tiR\s� \ / / �/ / / °l\ �\800s °90 23 � ,S \ \\ 12 \\SOS,+ '0 16 4/ / \\0, OF \ \ \ \ / 3.• / \ 2 \ Common Lot O%y v \ J \\ < 200 vv 0• \ [11334] \ \ o `���5 .9`SS \\ / /y70• 17 \l\ o \ \ \ 2.23'CR Howry Lane \\\ \ \ \\\ \ ( / ,18ho Subdivision No. 1 19 \ ,• \ `V S)so \\\ \ 80, \I \ � \ 03, ooIC,\ s, \ (JJ 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 4 OF 8 W. Rockhampton St. N \� t✓2 —O - - - - - -S89'27'31 "E 300.19' - - - - - Ln - - •O- —� \ N \� I—lo' �, -0 "E N24'10'29"W 41.83 00 A, C . S89'27'31 300.19' - S89.27'31 "E ` C/906, h o S% \ I i--------127.35'---- -- N .V 0 o n 7.14--1�—. 1°\ 1 10'—I 25' 25' I PLAT BOOK PAGE 0 30 60 \ \ 6 r----� -- Scale in Feet LO `9.� 00 I 14 o o' o '� I I C5 o o I Block 1 N Lr)o I I oo o I 14 O (V N Co N I o o' C6 N I 11 1 3 \ \ Z nI I (n N� I 1-10, I N \. \ L ----L +—S89.27'31"E------- N n \ t o I N L----- �1— �\ �� r----}— 131.48----- I 22 \ I—='S89.37'50"E- --- �; 13 15.61' -- �0 8S' \ ------ 589'3750"E ----J r------ 130.00'-- — \ \ ` Common Lot I 10 \ \ X-3 • --°101.97'----� 10'—I o J ^C'3 h \\\ ^ I 13 •w \ Block 3 v o v Tv �s '� s 2 s s \ _ •—........— \ ..\\.—.� .—..—.\\� \�°..—.15 \�R so9ooAos' \ \ o \ F 589.37'50"E— — — — \ 9 —13000 -- — — — — 00\ Cfj/a� \\\ ^o tiR\s� \ / / �/ / / °l\ �\800s °90 23 � ,S \ \\ 12 \\SOS,+ '0 16 4/ / \\0, OF \ \ \ \ / 3.• / \ 2 \ Common Lot O%y v \ J \\ < 200 vv 0• \ [11334] \ \ o `���5 .9`SS \\ / /y70• 17 \l\ o \ \ \ 2.23'CR Howry Lane \\\ \ \ \\\ \ ( / ,18ho Subdivision No. 1 19 \ ,• \ `V S)so \\\ \ 80, \I \ � \ 03, ooIC,\ s, \ (JJ 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 4 OF 8 `� \\ S64.39'35"E 1 M \ \ 6.42' ' . CV � 810'82'26"E \ 30.45 I PLAT BOOK PAGE f 0 30 60 Scale in Feet Line # PLAT SHOWING Curve Table L1 I Curve # Length Radius Delta Chord Bearing Chord Length Howry Lane Subdivision No. 2 711 I-10' 6'09 2110I o I I W. Lachlan St. o 6 125.00' \ S74'39'29'VJ II I�I C3 15.33' 20.00' \ SS by 26 6 9 ��c 3))- S89 37'50"E- - ® S89"37'50"E 155.00' 0 LO o 148.58' -130.00'------� 163'42'32" OLO \ h/d0 OF \ } \ C5 10.46' o N 0 S15'21'02'W ? St 63,x'` \ \ f ID \\\\ 31.36' I N \O� S89'37'50"E 110.00' 89'49'41" O 28.24' \\'Pool09'p0+ \` 12 j 20.00' LO Ry`11 rL [5082] �- C8 4 2" \\ ommon Lot 56'31'10" /--------------- -1 O 43.10' 20.00' F N62'06'35"E 35.23' C10 15.83' 20.00' 1 25' 25' 15.42' C11 N 52.00' 0 N69'47'19"E 26 C12 N 20.00' 29'59'17" 514'37'28"E 10.35' o m 38.13' f70, 17 80 `n I I 31.17' 125.00' 00, S83'23'52'VO 31.09' C15 42.08' 52.00' \\--- , .------S89-37'50-E- 569'48'23'W 40.94' C16 A 40, ° `a^� / ^ 66 5673326-------122.99'--- T r N66'41'19W \ C17 0 6F 52.00' 33'31'54" N29.36'05"W 30.00' C18 ` 52.00' 43'10'01" 19 / p 1 C19 20.94' 20.00' 25 N59'27'31"W 20.00' C20 '61 2.0 °j /41701 29'49'41" N14'32'40"W 10.29' C21 70.00' 11'47'56" S05'31'48"E \Y \ '88' 674 43.19' 70.00' 35'21'08" S29'06'20"E 42.51' to'~I 11.45' 70.00' !�S• 20 / / �6ommon Lot Iso 11.43' C24 50.32' 70, IV 538'31'27"E 48.38' C25 58.97' 52.00' 64'58'14" N81'16'12"E 55.86' C26 60.55' 52.00' 66'43'08" N15.25'30"E 57.19' C27 10.60' 4o 21 / / / v 11'41'03" Rock Hampton 10.59' C28 0. 100.00' Subdivision No. 7 N74.39'29"E \ 7 • ro 70.55' 45.00' 89'49'41" \ \/ / eF i.O ,: / .tom / �`v Block 3 / 10-1 44.39' 45.00' 56'31'10" 22 / h 42.61' C31 96.98' 45.00' 123'28'50" N62.06'35"E 79.27' L y / i \�\� \�\� \�� \ Howry Lane o. \. / /tis 23 Subdivision No. 1 [11334] \\\ \\ 20• �S ° / / 7), I � 3 s F )2g NW39'228' `� \\ S64.39'35"E 1 M \ \ 6.42' ' . CV � 810'82'26"E \ 30.45 I PLAT BOOK PAGE f 0 30 60 Scale in Feet Line Table Line # Direction Curve Table L1 N58'46'30"E Curve # Length Radius Delta Chord Bearing Chord Length c1 41.58' 75.00' 31'45'59" S74.39'29"W 41.05' C2 69.30' 125.00' 31'45'59" S74'39'29'VJ 68.42' C3 15.33' 20.00' 4355'08" N68'34'55"E 14.96' C4 148.58' 52.00' 163'42'32" N51'31'23"W 102.95' C5 10.46' 20.00' 29'57'43" S15'21'02'W 10.34' C6 31.36' 20.00' 89'49'41" N44'32'40"W 28.24' C7 19.73' 20.00' 56'31'10" 527'53'25"E 18.94' C8 69.05' 70.00' 56'31'10" S2753'25"E 66.29' C9 43.10' 20.00' 123'28'50" N62'06'35"E 35.23' C10 15.83' 20.00' 45'20'44" N33'28'38"W 15.42' C11 180.44' 52.00' 198'48'51" N69'47'19"E 102.60' C12 10.47' 20.00' 29'59'17" 514'37'28"E 10.35' C13 38.13' 125.00' 17'28'44" 567'30'52'W 37.99' C14 31.17' 125.00' 14'17'15" S83'23'52'VO 31.09' C15 42.08' 52.00' 4622'04" 569'48'23'W 40.94' C16 36.89' 52.00' 40'38'33" N66'41'19W 36.12' C17 30.43' 52.00' 33'31'54" N29.36'05"W 30.00' C18 39.18' 52.00' 43'10'01" NOS'44'53"E 38.26' C19 20.94' 20.00' 60'00'00" N59'27'31"W 20.00' C20 10.41' 20.00' 29'49'41" N14'32'40"W 10.29' C21 14.42' 70.00' 11'47'56" S05'31'48"E 14.39' C22 43.19' 70.00' 35'21'08" S29'06'20"E 42.51' C23 11.45' 70.00' 9'22'06" 551'27'57"E 11.43' C24 50.32' 52.00' 5526'23" 538'31'27"E 48.38' C25 58.97' 52.00' 64'58'14" N81'16'12"E 55.86' C26 60.55' 52.00' 66'43'08" N15.25'30"E 57.19' C27 10.60' 52.00' 11'41'03" N23'46'35"W 10.59' C28 55.44' 100.00' 31'45'59" N74.39'29"E 54.74' C29 70.55' 45.00' 89'49'41" S44'32'40"E 63.54' C30 44.39' 45.00' 56'31'10" 52753'25"E 42.61' C31 96.98' 45.00' 123'28'50" N62.06'35"E 79.27' Line Table Line # Direction Length L1 N58'46'30"E 8.97' L2 N58'46'30"E 16.00' L3 N58'46'29.86"E 12.485 CJ -U -B 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 5 OF 8 PLAT SHOWING Howry Lane Subdivision No. 2 Notes 1. The lots depicted in the Common Lot table hereon are common lots which shall be owned and maintained by the Howry Lane Subdivision Homeowner's Association. 2. Any re—subdivision of this plat shall comply with the applicable zoning regulations in effect at the time of re—subdivision. 3. Minimum building setback lines shall be in accordance with the City of Meridian's Zoning Ordinance at the time of issuance of the building permit. All lot, parcel, and tract sizes shall meet dimensional standards as established in the City of Meridian's Zoning Ordinance. 4. Lots shall not be reduced in size without prior approval from the health authority. 5. No additional domestic water supplies shall be installed beyond the water system approved in the sanitary restriction release. 6. Reference is made to the public health letter on file with Ada County Recorder regarding additional restrictions. 7. Bottom elevation of structural footings shall be set a minimum of 12 inches above the highest established normal ground water elevation. On _—__SOME DATE test pits were advanced to a depth of ---_--SOME DEPTH below the surface and no ground water was encountered. 8. 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." Reference Documents Subdivisions: Surveys: Deeds: Easements: Easement Notes PLAT BOOK PAGE 1. 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 & private utilities, pressurized irrigation, sewer service, cable television/data; appurtenances thereto; and lot drainage. 2. See instrument xxx for ACHD easement. 3. No Utility Easement shown or designated hereon shall preclude the construction and maintenance of hard—surfaced driveways, landscaping, parking, side & rear property line fences, or other such nonpermanent improvements. 4• All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from unless otherwise noted. CJ -U -B 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 6 OF 8 PLAT SHOWING Howry Lane Subdivision No. 2 PLAT BOOK PAGE Certificate of Owners Know all people by these presents: that M3 ID Howry Lane, LLC, an Arizona limited liability company, does hereby certify that it is the owner of that real property to be known as Howry Lane Subdivision No. 2, and that it intends to include said real property, as described below, in this plat: To wit: A parcel of land situated in southwest quarter of the northeast quarter of Section 33, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at the north quarter—section corner of Section 33, Township 3 North, Range 1 East, Boise Meridian, which bears N89'14'44"W, 2660.45 from the northeast corner of Section 33; Thence S00'19'12"W, 1329.10 feet along the west line of the northwest quarter of the northeast quarter to the northwest corner of the southwest quarter of the northeast quarter (center—north sixteenth—section corner); Thence S89'27'31 "E, 300.98 feet along the north line of the southwest quarter of the northeast quarter to the northeast corner of Howry Lane Subdivision No. 1 (Book ____ of Plats at Pages ______ through records of Ada County, Idaho), the POINT OF BEGINNING: Thence continuing S89'27'31 "E, 1028.07 feet along the north line of the southwest quarter of the northeast quarter to the northeast corner of the southwest quarter of the northeast quarter (northeast sixteenth—section corner); Thence S00'22'10"W, 806.04 feet along the east line of the southwest quarter of the northeast quarter to an angle point in boundary of Howry Lane Subdivision No. 1; Thence N63'42'52"W, 321.52 feet along the boundary of Howry Lane Subdivision No. 1; Thence N57'57'50"W, 445.80 feet along the boundary of Howry Lane Subdivision No. 1; Thence N39'13'33"W, 563.97 feet along the boundary of Howry Lane Subdivision No. 1 to the POINT OF BEGINNING. The above—described parcel contains 11.47 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 New York Irrigation District, in compliance with Idaho Code 31-3805(l)(b). Lots within this subdivision will be entitled to irrigation water rights, and will be obligated for assessments from New York Irrigation District. In witness whereof, I have hereunto set my hand: M3 ID Howry Lane, LLC, an Arizona limited liability company By: BFT Croft, LLC, an Arizona limited liability company Its: Member By: BFT Management, LLC, an Arizona limited liability company Its: Manager By: Brownlee Family Trust, u/t/a December 19, 2004, Its: Member By: Its: Acknowledgment State of _ _ County of _ _ —— ss. William I. Brownlee, Trustee 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 Trustee of Brownlee Family Trust, u/t/a December 19, 2004, Member of BFT Management, LLC, an Arizona limited liability company, Manager of BFT Croft, LLC, an Arizona limited liability company, Member of M3 ID Howry Lane, LLC, an Arizona limited liability company, that executed the within instrument and acknowledged to me that Brownlee Family Trust, u/t/a December 19, 2004 executed the same on behalf of BFT Management, LLC, on behalf of BFT Croft, LLC, on behalf of M3 ID Howry Lane, LLC. Notary public for My commission e 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 Howry Lane Subdivision No. 2, 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. ,NPL LA,y� (JJ 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 7 OF 8 PLAT SHOWING Howry Lane Subdivision No. 2 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 ____ 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 Certificate of County Treasurer Date 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 County of Ada ss. Instrument No— I hereby certify that this instrument was filed at the request of JUB Engineers, Inc. at _____minutes post ______o'clock__.M., this -----day of,, in my office, and was recorded in Book _____of Plats at Pages ___ through Fee:____ Deputy Ex—Officio Recorder (JJ 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 8