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Revised Final Plat V1
I(E APPROVED 09M 3122 FOUND BRASS CAP NORTHWEST CORNER SECTION 34 PER CP&F No. 2015-079245 W. McMillan Rd. I S83'53'03"E 23.56' S78' 15'35"E �27.08' Q o S78•15 35.E235.44 rPOINT I OF Q �6 BEGINNING m �I50.00' N �- N o' O M M NNI� m Cnc, rn O O M O � W UO w I� d W<No N N 18 U U wm N zR, Zo oC)z z O Z 0a�� 19 o�U o I C) a�3d 17 20 • 21 ai Q �I ,q rn 0 UIm w m` u N 22 z 00 n N Z 10 Z 23 I 3a I I "L3 z 0o I N0pN N Nw0 toa z� Z NI - O z -j N89.32'41 "W W Machado Dr. 129.18' I C3 I 7ALB j 19"W cn BLOCK4 29.19N 1 S00.27' 19"W 175 59' I � ' N N89'13'35"W o 27.99' �S89'1 3'35"E Mo 50.00' (TIE) ro I� W. Ustick Rd. FOUND ALUMINUM CAP SW CORNER SECTION 34 PER CP&F No. 2016-068528 N89.32'41"W 589.03' PLAT OF QUARTET SOUTHEAST SUBDIVISION No. 1 A PARCEL OF LAND SITUATED IN A PORTION OF THE N1/2 OF THE W1/2 OF THE SW1/4 AND A PORTION OF THE S1/2 OF THE NW1/4 OF SECTION 34, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2022 Five Mile prairl T' rS'4 14 13 12 11 10 W. Durango Dr. 0 G) O 1 BLOCK 2 18 17 16 15 14 13 12 W. Sierra Madre Dr. Q 26 27 28 17 "0 N Z Unplatted I Quartet Northeast Subdivision No. 1 325.52' S77.05'23"E O o 1 12.69' O S79.5 7'01 " 200.40'E O O � O O 4 O CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD C1 517.00' 60.90' 6'44'57" S47'09'04"W 60.87' C2 520.00' 423.64' 46'40'43" S67'06'57"W 412.02' C3 80.50' 28.46' 20'15'33" N52'48'47"E 28.32' C4 256.00' 77.07' 17*14'54" N71'34'01"E 76.78' C5 381.00' 34.43 5'10'42" N82'46'50"E 34.42' C6 59.50' 29.24' 28*09'14" N33'37'27"W 28.94' C7 319.50' 75.18' 13'28'56" N12'48'22"W 75.01' C8 1459.00' 64.99' 2'33'08" N4'47'20"W 64.98' LINE TABLE LINE BEARING DISTANCE Li SO'35'24"W 25.97 1-2 NO'27'12"E 81.00 1-3 S89'32'41"E 39.36 0 100 200 300 Plan Scale: 1" = 100' SHEET INDEX SHEET 1 RTIFICATES - OVERALL SUBDIVISION MAP SHEET 2 - DETAIL PLAT MAP SHEET 3 - DETAIL PLAT MAP SHEET 4 - CURB AND LINE TABLES AND NOTES SHEET 5 - CERTIFICATE OF OWNERS AND APPROVALS S73.28'41'E 88.76' lt�a� SHEET 6 - CE �e REFERENCES O `rsi6, eta R1. RECORD OF SURVEY No. 12416, RECORDS OF ADA COUNTY, IDAHO. FOUND 5/8-INCH REBAR CENTER OF SECTION 34 R2. RECORD OF SURVEY No. 11911, RECORDS OF ADA COUNTY, IDAHO. O AAS`SSF` PER CP&F No. 2017-034261 S38.17'55"E R3. RECORD OF SURVEY No. 9423, RECORDS OF ADA COUNTY, IDAHO. • 76.28' Ca�a`OA R4. RECORD OF SURVEY No. 7917, RECORDS OF ADA COUNTY, IDAHO. V BLOCK 6 1 01 R5. RECORD OF SURVEY No. 7553, RECORDS OF ADA COUNTY, IDAHO. S89.1614 ��a�2 o OPT ' "E o 1213.33' R6. RECORD OF SURVEY No. 220, RECORDS OF ADA COUNTY, IDAHO. O CK6 2 �� Lt N89.16'14"W R7. PLAT OF RAPID CREEK SUBDIVISION No. 1, BOOK 118, PAGES G 107.39' 18212-18214, RECORDS OF ADA COUNTY, IDAHO. o v w FOUND 5/8-INCH REBAR MARKED ALB 12459" R8. PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1, BOOK C-W 1/16 CORNER SECTION 34 PAGES -____ -----, RECORDS OF ADA COUNTY, IDAHO. o R9. DEEDS PER INSTRUMENT Nos. 102119086, 107030532 AND I0 2020-096191, RECORDS OF ADA COUNTY, IDAHO. N Unplatted I� N 1n M 0 0 0 FOUND ALUMINUM CAP WEST 1/16 CORNER SECTIONS 3&34 PER CP&F No. 110086546 LEGEND SURVEY NARRATIVE THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. 0 FOUND BRASS CAP AS NOTED ® FOUND ALUMINUM CAP AS NOTED FOUND 5/8" REBAR MARKED "PLS 8575" UNLESS NOTED OTHERWISE SET 5/8" REBAR WITH PLASTIC CAP MARKED "ALB 12459" SET 1/2" REBAR WITH PLASTIC CAP MARKED • "ALB 12459" SET BRASS PLUG (WITH MAGNETIC INSERT) MARKED O "ALB 12459" 0 CALCULATED POINT, NOTHING FOUND OR SET 14 LOT NUMBER SUBDIVISION BOUNDARY LINE LOT LINE - - - - SECTION LINE ADJACENT PROPERTY LINE - ROAD CENTERLINE - - - - EASEMENT LINE �/�=� ACHD EASEMENT (SEE NOTE 18) DEVELOPER BRIGHTON CORPORATION MERIDIAN, IDAHO lam E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com L �IE ID$ LAS,- APPROVED Jr E. 09/13 2 0 c 0 50 100 150 Plan Scale: -1 = 50' FOUND BRASS CAP NORTHWEST CORNER SECTION 34 PER CP&F No. 2015-079245 W. McMillan Rd. Quartet Southe Subdivision Nc PLAT OF QUARTET SOUTHEAST SUBDIVISION No. 1 o S83'53'03"E _ 23.56' `10 S78' 15'35"E 27.08' Five 0 • POINT OF BEGINNING (1NST, NMile Drain _ S78• 107030532) _ 15' _ 334•E 262.52' o 19_ /��/////16 50.00' 31w as N N nlr N N 0 0 'o N1 z 1)0, I zO o� w Wo UU NO Z O wf WN mK' . O g z OZ o U I W 0<�•13 I o�° zz� DW� °o_�3a 50.00 I I 28.00' /��/��� 42.10' S78.22'23"e 307.99, SEE NOTE 18 3 142.27' m 17 20' SEWER EASEMENT PER INSTRUMENT LO m I No. /2/0/22- S5457'20"W m S7 6.02.34.. G'S6 \ �3\ ^ FROCK 1 126.49' f N N N 1311 N N N I N n i <DN� rn 18 MI R� �� 15 OR I UI I0 W C38 w I - z I C33 8.95' ° I S89'32'41 "E N 32.15' - - I - -- 120.00' N I m I O o z I O 0 01 50.00' N89'32'41"W 330.44' 17 19 • �C13 n BLOCK 1 3.50' o W. Durango Dr. ' M S89'32'41"E I - - - w 120.00' 30.00' T 30.00' ^'� 66.00' 66.00' 7 66.00' N o 3 O O r Z �I N oN S89'32'41"E I NI 120.00' of I I ai z w 0 O 21 9 Q O Y 00 �I J m OI U M N W I [o N S89'32'41"E I Z Iw 0No 120.00' 22 See Right O O O I O Ci O N0 O O N 0 O N No N (NA m � I � Gl V7 S89'32'41"E S89'32'41"E 589'32'41"E 66.00' 66.00' 66.00' I 18 17 16 15 I See Right 0 V) • \l E w0 I who U Z ZZU W - W O < w " 0 Z I Ono 0 Z W µ ° � I a 3 z.Z See Left See Left • NORTHWEST CORNER O O O O LOT 18, BLOCK 1 S89'32'41"E I 1 120.00' N I to BLOCK 1 a I u b 6 9�I 0 o CO" W a 1.50' (SEES ml v°i " Z I NOTE 13) N N S89'32'41"E I o N v, I w 120.00' I 0 0> of 30.00' 30.00' o Z N MI • z C39 S89'32'41"E S89'32'41"E S89'32'41"E S89'32'41"E 66.00' 66.00' 66.00' 66.00' MN] `r '- 3 3 BLOCK 2 3 3 m 18 0 17 0 16 15 N 0 o N 0 N 0 N 0 N O O N N o (N C68 - 56.00'- - 66_00_ - - 66_00_ - - - 66_00' - 23 U L7 L+ 'oo ' "E 50.00' • N C>9 �M - S89'32'41 256.50' - • 0 W. Sierra Madre Dr. ' PO a5� � \ C42 - - 66.00' t 66.OD' 64.5G' � S C43 19.74' N n I 40.50' I ' "� �\-•/�� m • 24 a m BLOCK 1 w rn Z w � C44" V 26 N rn 27 N 28 V) Lq I 1• N 0 0 O u m I o No O .f- O O z o ( n W s o Z N V SEE NOTE 18 I Z z ' • 25.47' 95.92' 66.00' 66.00' 66.00' L3 m O N89'32'41 "W 319.39' 40.50' ' • �• ' 70.26J---------------------------- I 0 388.14' J • a - - S89'32'41"E 484.50' O � 50.00' a - W. Machado Dr, o I s 0 1.50' (SEE NOTE13) 167.83' n a w 0 N 41 "W 129.18 (SEE NOTE 18) ,O Ip)N89"32'41 N • G� • C5 • - - - O BLOCK 4 - --2s8�2' c�9 Z ' 395.36' J 3.50' 50.00' "? 4S9 I 2R`S9 11' (SEE NOTE 13) a M I � rn � I u1 � W I 3 N I Y N O I O O zIm I I to I N8_9'32'41" ' 1 9"W 29 1 9' ACHD PERMANENT EASEMENT j PER INSTRUMENT No. 202_ _____ I 50.00' 125.00' • • I N89.13'35"W 27.99' W. Ustick Rd. FOUND ALUMINUM CAP SW CORNER SECTION 34 PER CP&F No. 2016-068528 Unplatted 589.03 --' \G*AL LAMA G 12459 A 99T9TF OF SON L . B P�� � �0$1- DEVELOPER BRIGHTON CORPORATION MERIDIAN, IDAHO 0 Q E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com APPROVED ��_F aen a�ze PLAT OF - QUARTET SOUTHEAST SUBDIVISION No. 1 c S78.22123,,_ 67.27' E 07.9 9 , a - 0 50 l00 150 I47.77' O 45.16' 10 Plan Scale: 1" = 50' I19.46' 66.00' S79•05 ss0 FiveMile �325.5(1NST. N.. 52p2o. 1070) P6GdL-e 66.00' S'�l0 'SO Ni 62.89• S77•o5(o° lPd �' cn o BLOCK 1oN "' N N 10 ^� ^0 3.11' 66.02' f 12.69, \ ?y sue, �O Sjc ' N^ N O ; Jk 43.56' O o 7g'S7'O1 c 1 N 9 N 66.02'"E 20 \ �o�o�c9T\oT ca�aa C32 ^ N N O7 ^� 111.92' O 57 7n � 3..2\ P 66.00• 58.77'- - C31 C30 3 8 - - - - - o - - 30.33' ti N N 1n S 6' ' _ _ O R�2 O A o-66.00' N 4 BLOCK 1 9i) oy `rsr \� - - • 172-�66.00' �M O 2 Sss`s \ ' V N89'32'41 "W 330.44' d N �� - _ _ w ^ N 3 o-66.00 ,�o~ C29 '_ 0`1' Ol SS•, ' W. Durango Dr. O - - _ ^1z `/ 66.00' - - - 62.94' n C72 - _ N_5"W 330.30,-66.0p'_ - - L 66.00,_ \ ` y"'ry �^ O 9 / / / ��BO,�A�j. 5/8 IINCPRIOROH REBAR CONSTRFOUND 8575", C71 40.31- - - _ - _ 64•8p\ / RESET AS SHOWN 3 3 3 6s.00' - _ _ • _ wN�Urango pr '' �28 a6�6b / ;°ry°,6 �6i S38' 17'S\ ' O o ol o BLOCK 2 3 6s.00- - _ -45?1 76.28' \ ' 'N o O N o © N �' O ^� 0 52.7_ - Cj `�'� \2j / / /b,'S Ol m� N ^ V) N cn " ^� Og o 5 C74 Ci Gy9 C17 \O \20 / % �Caa� 's0, / BLOCK 6 s9. ' ^ N � O9 '� 0 18.43' O v>�� 44:s>- p° \' / �• �0 ,gyp O p o z�! • S 13.50 �a G 11.95 N89' 16' 14"W 107.39' 14.70' S C6a \ p� ` _ 7.24' / I S89'32'41 "E S89'32'41 "E to ^ N 11 / 18 43' �6j \ ,70• 'YAs C26 / G,yk / /6 O FOUND 5/8-INCH REBAR S84.46'57"E 19 `j" • / �• 9� MARKED ALB 12459" 66.00' 66.00' 67 v� ^ V1C57 .g 2sr, \ .9� C-W 1/16 CORNER SECTION 34 s 66.23' 23' / 8 P 6 S7g 34'45 E 77. 66.00' / G / // 9 aS s\ sS• �!y ���� 7.24 /O�� G\ ,2pS9 I 41' S7834'45'E 66.00' y/ JO /pq° Sys, S01'13'�44E 10 I 0 I3 3 721.81' ryj Op. / �`10 J2 c� As. O \rye 9lB 15 0 0 14 0 13 N a 12 0 11 / / �6 000, O° / S0. )y yp. 3.50' Sy I0 N o BLOCK 2 `" .0// • G ® 6 / /• N (n ,I6/ / / / �p �RsjJ BLOCKS ^ / / C22 �� 3.50' 47.98' - C77/lb o V v • � / G SR �6 / ,yy � �6 / ` • I S89'32'41 "E 177.48' - - - / •p 9• •. / / ° I/ 58.50'- - - 60.00- - - C50 0'o O 0. ' 40.50' I 40.50'O- _ _\\ c� SO 6�` • • • / G / / ,� ACHD EASEMENT PER n I I o wi �, ?�• G / / 9'PiF. r�! 3j / / INSTRUMENT No. \ I C49 O o 1/}✓ 150, 202 ------- I o I Gi vo BLOCK 3 1.98, N O4 �• / / 4, I28 I O Q O O I L,1 O N O N N // / 9ems N I N 17I o �I O N Cn N a, f l iZ IzI0O z ' _I/G66 Gig Qoz 11T s9 40.50' 40.50' .' C67 yl L A pD S89'32'41 121.98' •.. S �G15T 1zo.aa ---- ----- G9/ /// UNPLATTED a A 12459 (n V) v' W M h d D Io v1 I acao - • S89'32'41 "E 165.33_ r. o w - _ GZ/ / q P OF P0H L q w o W �O 2 •1v .2O2Z _ 1 ' Nlo c 96.17 z p/ _ _ II'/�_ - DEVELOPER BRIGHTON CORPORATION ENGINEERING 5725 NORTH DISCOVERY WAY 3.50' 40.50' 40.50' 3.50' 112.67' O BOISE, IDAHO 83713 • q�e MERIDIAN, IDAHO PHONE (208) 639-6939 • • "W ' 24s9 kmengllp.com ...........N89'32'41 589.03.. ............... • L �JE ID$ LAS,- APPROVED Jr E. 09/13 2 CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD ERG CHORD C1 517.00' 60.90' 6'44'57" S47'09'04"W 60.87' C2 520.00' 423.64' 46'40'43" S67'06'57"W 412.02' C3 80.50' 28.46' 2915'33" N52'48'47"E 28.32' C4 256.00' 77.07' 17'14'54" N71'34'01"E 76.78' C5 381.00' 34.43' 5'10'42" N82'46'50"E 34.42' C6 59.50' 29.24' 28'09'14" N33'37'27'Y4 28.94' C7 319.50' 75.18' 13'28'56" N12*48'22"W 75.01' C8 1459.00' 64.99' 2'33'08" N4'47'20"W 64.98' C9 460.00' 374.76' 46'40'43" N67'06'57"E 364.48' C10 568.50' 72.02' 7'15'29" N47'24'20"E 71.97' C11 130.00' 73.41' 32'21'20" N62'24'04"W 72.44' C12 300.00' 57.42' 10'57'57" N84'03'43"W 57.33' C13 36.50' 17.12' 2652'32" S77'01'03"W 16.96' C14 36.50' 40.21' 63'07'28" S32'01'03"W 38.21' C15 50.00' 78.54' 90'00'00" S44'32'41"E 70.71' C16 255.00' 207.75' 46'40'43" N67'06'57"E 202.05' C17 210.00' 84.48' 23'02'56" N32'15'08"E 83.91' C18 200.00' 32.49' 9'18'24" NI6'04'28"E 32.45' C19 16.50' 25.92' 90'00'00" S44'32'41"E 23.33' C20 16.50' 25.92' 90'00'00" N45'27'19"E 23.33' C21 500.00' 407.35' 46'40'43" N67'06'57"E 396.18' C22 16.50' 25.92' 90'00'00" N88'46'36"E 23.33' C23 16.50' 25.92' 90'00'00" NV13'24"W 23.33' C24 537.00' 58.03' 7'15'29" N47'24'20"E 67.98' C25 600.00' 76.01' 7'15'29" S47'24'20"W 75.96' C26 16.50' 25.92' 90'00'00" S88'46'36"W 23.33' C27 160.00' 30.29' 10'50*45" N51'38'47"W 30.24' C28 160.00' 58.87' 21'04'49" N67'36'33"W 58.54' C29 160.00' 1.20' 0'25'47" N78'21'51"W 1.20' C30 330.00' 35.74' 6'12'19" N81'40'54"W 35.72' C31 330.00' 20.19' 3*30'17" N86'32'12"W 20.18' C32 330.00' 7.23' 115'21" N88'55'01"W 7.23' C33 14.50' 12.54' 49'32'11" Ni'25'26"W 12.15' C34 54.33' 46.93' 49'29'14" Ni'23'06"W 45.48' C35 54.33' 68.57' 72'18'45" N62'17'06"W 64.11' C36 54.33' 48.38' 51'01'02" S56'03'00"W 46.79' C37 54.33' 47.16' 49'44'21" S5'40'19"W 45.70' C38 20.00' 6.86' 19*39'11" S9'22'17"E 6.83' C39 20.00' 6.96' 19'55'29" S10'25'04"W 6.92' C40 45.00' 15.12' 1 19-15-07" 1 S10'45'15"W 15.05' PLAT OF QUARTET SOUTHEAST SUBDIVISION No. 1 CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD C41 45.00' 52.57' 66'55'49" S32'20'13"E 49.63' C42 45.00' 34.30' 43'40'03" S87'38'09"E 33.47' C43 20.00' 6.96' 19'55'29" N80'29'34"E 6.92' C44 16.50' 1.50' 5'12'57" N86'56'12"W 1.50' C45 16.50' 24.42' 8447'03" S41'56'12"E 22.25' C46 16.50' 25.92' 90'00'00" S45'27'19"W 23.33' C47 16.50' 25.92' 90'00'00" N44'32'41 "W 23.33' C48 16.50' 24.42' 84'47'03" N42'50'50"E 22.25' C49 16.50' 1.50' 5'12'57" S87'50'50"W 1.50' C50 285.00' 54.30' 10*55'01" N84'59'48"E 54.22' C51 285.00' 56.16' 1117'22" N73'53'37"E 56.07' C52 285.00' 56.16' 1117'22" N62'36'14"E 56.07' C53 285.00' 56.16' 11'17'22" N51'18'52"E 56.07' C54 285.00' 9.42' 1'53'35" N44'43'23"E 9.42' C55 240.00' 25.60' 606'38" N40'43'17"E 25.58' C56 240.00' 61.88' 14'46'1B" N30'16'49"E 61.70' C57 240.00' 9.08' 2'10'00" N21'48'40"E 9.08' C58 230.00' 15.76' 3'55'30" N18'45'55"E 15.75' C59 6.50' 9.60' 84'37'06" N59'06'43"E 8.75' C60 100.00' 56.47' 32'21'20" S62'24'04"E 55.72' C61 16.50' 25.92' 90'00'00" S1'13'24"E 23.33' C62 420.00' 342.17' 46'40'43" S67'06'57"W 332.79' C63 400.00' 13.22' 1'53'35" N44'43'23"E 13.22' C64 400.00' 78.82' 11'17'22" N51'18'52"E 78.69' C65 400.00' 78.82' 11'17'22" N62'36'14"E 78.69' C66 400.00' 78.82' 1117'22" N73'53'37"E 78.69' C67 400.00' 76.21' 1955'01" N84'59'48"E 76.10' C68 20.00' 10.47' 30'00'00" S74'32'41"E 10.35' C69 20.00' 20.94' 60'00'00" S29'32'41 "E 20.00' C70 6.50' 10.21' 90'00'00" S45'27'19"W 9.19' C71 270.00' 3.06' 0'38'58" N89'13'12"W 3.06' C72 270.00' 48.61' 10*18'58" N83'44'14"W 48.55' C73 6.50' 11.09' 97'47'50" N29'40'49"W 9.80' C74 170.00' 4.48' 1'30'34" N19'58'23"E 4.48' C75 180.00' 72.41' 23'02'56" N32'15'08"E 71.92' C76 225.00' 155.22' 39'31'32" N63'32'22"E 152.16' C77 225.00' 28.09' 7'09'11" N86'52'43"E 28.07' C78 400.00' 325.88' 46'40'43" N67'06'57"E 316.94' C79 50.00' 39.27' 45'00'00" S67'02'41 "E 38.27' C80 50.00' 39.27' 45'00'00" S22'02'41"E 1 38.27' LINE TABLE LINE BEARING DISTANCE L1 SO'35'24"W 25.97 L2 NO'27'12"E 81.00 L3 S89'32'41"E 39.35 L4 N11'25'15"E 14.32 L5 N20'43'40"E 18.43 L6 j N43'46'36"E 24.37 L7 N45'27'19"E 5.00 LB SO'27'19"W 20.00 L9 NO'27'19"E 32.81 L10 N45-27.19"E 1 35.14 NOTES 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THAT APPROVED WITH THE PLANNED UNIT DEVELOPMENT (H-2020-0018) OR THE ZONING REGULATIONS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT, AS APPLICABLE. 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE RESUBDIVISION. 3. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 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. 4. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE 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". 5. LOTS 1, 11, 15, AND 17, BLOCK 1, LOTS 1 AND 11, BLOCK 2, LOT 10, BLOCK 3, LOT 1, BLOCK 4, LOT 1, BLOCK 5, LOTS 1, AND 2, BLOCK 6 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE QUARTET OWNERS ASSOCIATION, INC., OR ASSIGNS. THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. 6. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS -OF -WAY AND WHERE SHOWN HEREON CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 7. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 8. ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC UTILITIES, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. 9. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF MERIDIAN. 10. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN SANITARY RESTRICTION RELEASE. 11. REFERENCE IS MADE TO PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 12. THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT No. 202= _____, RECORDS OF ADA COUNTY, IDAHO. 13. THIS SUBDIVISION IS SUBJECT TO AN ACHD PERMANENT EASEMENT PER INSTRUMENT No. 202_-_____, RECORDS OF ADA COUNTY, IDAHO. 14. THIS PLAT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. 15. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 16. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 17. DIRECT LOT OR PARCEL ACCESS TO N. BLACK CAT RD., W. MACHADO DR., W. GRAND LAKE WAY AND N. GEDDES AVE. IS PROHIBITED. 18. A PORTION OF LOT 17, BLOCK 1, LOT 1, BLOCK 4 AND LOT 1, BLOCK 5 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 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. o Npl LAND 1 (YJ �59 QED 12459 A 99 r9Tf OF �QO Apo L . B P�\-V DEVELOPER BRIGHTON CORPORATION MERIDIAN, ID Im E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com