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HomeMy WebLinkAboutCC - Final Plat PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1 0 O 200 300 A PARCEL OF LAND SITUATED IN THE S1/2 OF THE NW1/4 OF SECTION 34, TOWNSHIP 4 Plan Scale: 1" = 100' NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO. 2020 � SHEET INDEX 28 27 FOUND BRASS CAP SHEET 1 — OVERALL SUBDIVISION MAP NW 1/4 CORNER SECTION 34 �33 34 CP&F 2015-079245 SHEET 2 - DETAIL PLAT MAP SHEET 3 - DETAIL PLAT MAP AND LINE/CURVE TABLES p UNPLATTED FOUND ALUMINUM CAP N 1/16 CORNER MARKED "PLS 10729" SHEET 4 - CERTIFICATE OF OWNERS AND CURVE TABLES I SECTIONS 33&34 NW 1/16 CORNER SECTION 34 SHEET 5 - CERTIFICATES AND APPROVALS S89'26 06 E 988.18' S89'26'06"E 1659.43' I O 17 11 12 13 14 LEGEND FOUND BRASS CAP AS NOTED CURVE TABLE O 10 16 18 ® FOUND ALUMINUM CAP AS NOTED CURVE RADIUS LENGTH DELTA CHORD BRG CHORD C1 531.50' 33.19' 3'34'42" S49'14'44"w 33.19' Op FOUND 5/8" REBAR MARKED "PLS 8575" UNLESS 1 O O W.THORNAPPLE ST. 19 o NOTED OTHERWISE 2 1 � "ALB5/8" �REBAR WITH PLASTIC CAP MARKED O > 12 O 20 3 SET 1/2" REBAR WITH PLASTIC CAP MARKED BLOCK I z ^ • "ALB 12459" C� UNPLATTED SET BRASS PLUG (WITH MAGNETIC INSERT) MARKED N� o5 Q 11 O3 j 21 o QQ C Q N ALB 12459 m w 0cc BLOCK 1 w ua CALCULATED POINT, NOTHING FOUND OR SET Ln n O z 10 O z 22 14 LOT NUMBER z m o W. GRAND RAPIDS DR. O cc z SUBDIVISION BOUNDARY LINE z S86'06'43"E 9O BLOCK 2 O5 60.1 1' LOT LINE z 23 8O S89'26'06"E S89'26'06"E — — — SECTION LINE I � 5 0 � • 120.00' • • • SO'27'24"W ' Q O 24 26 120.00 66.00' ADJACENT PROPERTY LINE ROAD CENTERLINE S BLOCK 3 •O O 25 89 26 06 • — — —— — _— — EASEMENT LINE m 100.30 z O 3 E27/-- IZY7 ACHD EASEMENT (SEE NOTE 19) W.GRAND RAPIDS DR. -t 4 4; w LO O Q ui c0 M POINT OF IT27 Q O M M BEGINNING I O 8 z 9 N —1 M o } 28 • N89'32'36"W 195.00' iRMO 26 25 23 O z S43049 09 W w �TF O 24 22 N 73.70' 9 BLOCK 3 " N � 0 0 29 Z • S56 22 28 E I Unplatted ^ 0 70.20' S66.36'46"E N ^ — 76.00' z 10 F' M/RNip • S59'38'42"E Z 8 11 NTF C7 g 7O • 82.00' O 12 O O S52'51'13"E o 113,38, 13 14 21 O • 72.00' ��oNpL LANs N78.15'35„W• BLOCK3 15 16 BLOCK4 4 S46'18'04"E o`� ��,G�ST N78.22, O 17 O • 76.59 0 23"W 307 0 1s 3 12 59 04 • 19 20 M'R41, O S42°32'37"E y LA 11 � �_ -•��� o N7g•0S,4p„ 30 31 /VTF�R O • 83.00' '9iQ0�!OF P��PQ` I,*, _ c0 w 326.98� • 1 O 32 1 FIVE MILE p — 11.72 (INST. RAIN N77• 33 Q .(p.ZO?.co -�— 05 23.,W• BLOCK 3 34 DEVELOPER 0305 O UNPLATTED °' 107 32) � `-`,, � N7g•57'O 1"W �� W 204.51, A �.� BRIGHTON CORPORATION 35 ON •ti 37 50 '�� MERIDIAN, IDAHO --_N73 28 41 W sts 38 - OQ- �1• jSURVEY NARRATIVE REFERENCES 126.869 �o SAS Ilk I THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. R1. RECORD OF SURVEY No. 12416, RECORDS OF ADA COUNTY, IDAHO. �0� �y • G� I THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND \ • DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD SURVEY OF R2. RECORD OF SURVEY No. 11911, RECORDS OF ADA COUNTY, IDAHO. EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS FOUND TO BE IN N46'51'55"W SUBSTANTIAL CONFORMANCE WITH THE REFERENCES LISTED HEREON. ALL R3. RECORD OF SURVEY No. 9423, RECORDS OF ADA COUNTY, IDAHO. S51'02'05"W PROPERTY CORNERS WHERE MONUMENTS OF RECORD WERE NOT FOUND 47.53 83.04' WERE SET/RESET AS SHOWN HEREON. R4. RECORD OF SURVEY No. 7917, RECORDS OF ADA COUNTY, IDAHO. R5. RECORD OF SURVEY No. 7553, RECORDS OF ADA COUNTY, IDAHO. E N G I N E E R I N G N38.17'55"W 9233 WEST STATE STREET POINT OF COMMENCEMENT \ BOISE,IDAHO 83714 R6. RECORD OF SURVEY No. 220, RECORDS OF ADA COUNTY, IDAHO. 15.92 FOUND BRASS CAP PHONE(20$)639-6939 W 1/4 CORNER SECTION 34 R7. PLAT OF RAPID CREEK SUBDIVISION No. 1, BOOK 118, PAGES kmengllp.com CP&F 2019-055469 18212-18214, RECORDS OF ADA COUNTY, IDAHO. 33 34 FBO. 20-088 SHEET 1 OF 5 I i i 28 27 FOUND BRASS CAP PLAT OF NW CORNER SECTION 34 (33 0 34 CP&F QUARTET NORTHEAST SUBDIVISION No. 1 2015079245 t UNPLATTED UNPLATTED r II, I 1 • S89'26'06"E 988.18' 48.00' 25.00 315.18' 1^04 145.00' 65.00' 60.00' 60.00' 60.00' 65.00' 145.00' M totoo N www � � 17 - - 0 �r -0 tt 1 S89'26'06"E 145.00' 11 No N 12 No N 13 1 11 N N 14 o N 15 89'26'06"E 145.00' I 120.00' 3 O o 0 b N o O w 120.00' 1 0 - z z z S00'27'24"W I N Z N M o 1 N00'27'24"E 0 66.00' N d N in in i- 4 cw 66.00' 0 I co O 10' (SEE `n o N � I 18 0 co b rn 0 0 10' (SEE co NOTE 7) 1 10 C1$ 60.00' - - 60.00'- - 60.00' - C� z -NOTE 7) t° I ao S89'26'06"E ( is 0 - - _ - 9 �6 16 I N89'26'06"w N 120.00' G 0 CEO 120.00' N N M \�R �__ S89'26'06"E 200.00' �1 "R o w - CD M N 2 O �// r o W.THORNAPPLE ST. \N 19 0 00 S89'26'06"E C73 200.00' 1 " C74 N89'26'06'W LO z S89'26 06 E 117.30' S89 26 06 E 117.34' 120.00' I I C72 C75 I • I 120.07 C22 0 N 0 M 0 0) 12 coo O d ' ACHD PERMANENT � O �1 (� o 61 l0 20 0 3 EASEMENT (SEE co co Lu rn LO O coo d 0 i BOC I oNNOTE 14) S892606E S89'2606E S89'32'36"E 120.00' < " N � cc C) 120.00 120.00' N89'2606W 120.00' Z w g I O o. 11 NOTE N I o 11 0 0 01 1.50' (SEE (n g 1 N 0 01 O N 0 o co co O ooI 1 0 NOTE 14) 0 5 c� 1 coI I'D 21 I m I i SEE NOTE 19 z t°� Z z S89'26'06"E S89'26'06"E z 1 1 _1111 BLOCK 1 i N89'32'36"W 140.59' ° N8932'36"W S89'32'36"E 1 0 120.00' 120.00' 1 N89'26'06"W I 145 59' 140.59' I 0 0 0 M - -- -- -.59' - C13 w 120.00 13.97' �0 0 0 0l I 120.00' o co j 3 `� 0 • 10 coo coo O of I TO 0 N W.GRAND RAPIDS DR. M C�4 0 LO l0 col > l0 22 0 m w w• - " - - 1 z O �J + S89'26'06"E S89'26'06"E I � �i �� O w o S89'32 36 E 220.15' -� S v/ M 122.52' 120.00' M N^N M C2 \ SSOS• / c>/ / 0 0 1 I N89'26'06"W a N 1� - - (g coo coo O o1 z 1 120.00' m 0:v 152.15' \ F /V J z N z G�� C66 • \?2S" 9�Ap, ho'/ `30 / COI p N 'o 0 •Sp S89'26'06 E S89'26 06'E 0 lco° 23 c`oo I z L23 L24 p 0p, " r I o i o 0 \ L3 �°' i 44.08 0 120.00' Z SEE NOTE 19 Ij / 00. �' o 130.00' 130.00' I • " o C \ �S• o� 0 01 N89'26 06 W I •.��Ory.?� w, 6 �S�pS\ Gy SS`ilps, \ ,/,�O O co O 61 ( 120.00' • 1 I . 5 sp OS,,\ 01 bl;, r. SEE NOTE 19 BLOCK 2 ( I- 3 •s� is P o w ps. \ '9q, F` J N89'26'06"W- 0 O N o ws � �Rs O� �R •2g o 24 o '9A,�s .,7 to,20.00 1 co Oq - o � �I `'� BLOCK 3 _"' 4O op , \ ,�' 7 j I N N� N6 . ,ya 0 R6R \ C68 I S89'26'06"E 120.00' DSO• C53 � \ 128.94 �°' - - - - - - - - 25 �2338.6•4' h� �`b 636• \ C6 0 210.00' Lu f ACHD PERMANENT G/ \ n "�� "�� C Q EASEMENT (SEE \R O ry> 63 C67 • • - S89'26'06_'E "� S89'26'06"E • _N r NOTE 14) h C7 • - - N / C55 174.00' > o O �I R=54.33 • � `�� C62 l n0 'o_n. W.GRAND RAPIDS DR. 300.00 z w r o I z SEE NOTE 19 U' C56 �,� ^��` F'cs / �'% C36 -- -- - - -- - - M - - 429.06' NCn - - -- - - - - -- - - - - - - \St9 '2 non.nnrnnn.- n-s z N89'32'36"W7 S\3o \ 3>• -M�o cv 8 co / 1 123.98' gyp? SOS \ BLOCK 3 O* oN o / m ^ ^ 27 � 0 48.00' 147.00' p C49 1 S89'3236"E 195.00' o cos i\ • \Csd / o /cam 3 M POINT OF BEGINNING 1 N\ cs9 N I W 30.0p• / 0 0 60 120 180 f 1 �r , r ZN30. N O 7.83 C�\ Cl\\ 0 �� 00 Plan Scale: 1" =60' N M O 4/ z o ; S77.27r _ C U N PLATTE D co n w<v.� 46� 0 64 gp • f. M/R N O N C4� 0 MONTECT, �NpL LA/yp r2 w 00 5 g\ T G 0 N78-isr " o Ol' 1 1 35 w `� _� W 12459 N 62.4g, N 11 " Zo '- m N 12 N dCq 1 Z z 141 0) 13 N N /M 99 F Ot 1 I 0 6 I S78-15,35„ S�8. 5 35 Z ni 9 O ,�� E 113.38, • 66.00r z '� E N G I N E E R I N G 9233 WEST STATE STREET 1 66.00' Q p �^ DEV�^ELOPPER © PHONE O836939 714 POINT OF COMMENCEMENT �, FEU f MILf pRAJN S78- fib 0p, BR I G HT©N CGRPO�RATI O N kmengtip.com FOUND BRASS CAP � 22 �� W 1/4 CORNER SECTION 34 `'�- _ E 3 MERIDIAN, ID CP&F 2019055469 23 07•04' 8 33 34 __�� �., FOBN0. 20-088 SHEET 2 OF 5 i UNPLATTED S86.06'43"E PLAT OF S89.26'®6"E ,2®.®®' , QUARTET NORTHEAST SUBDIVISION No. 1 LL; • - - _ _ _ _ • • S89 26 06 E 120.00 > - - 30.05, 30.05'• - - - - - - - - - • 0 60 120 180 a 3 5' (SEED 3 o NOTES 8&9 0l to NOTES 8&9)� O N SEE SHEET 2 N ) UNPLATTED Plan Scale. 1 e 60 v, qI 0 0 ' z 0 26 �I �l 0 � N S89'26'06"E 120.00' S8�6'O "E 120.00' N 120.00' S89'26'06"E O b • • LINE TABLE LINE TABLE SEE SHEET 2 �� - - - - - - - - - 25 - - - �� V) S89'26'06"E 100.30' Z 210.00' LINE BEARING DISTANCE LINE BEARING DISTANCE • ( d L1 NO'27'24"E 15.00 L16 N79'57'01"W 24.87 • _ S89'26'06"E _ S89.26'06"E _ C7 174.00 0 ® 300.00' • I M L2 NO'27'24"E 16.34 L17 N49'21'01"E 23.74 u� W.GRAND RAPIDS DR. 429.06' w L3 N81°54'57"E 21.21 L18 S44'29'21"E 21.23 - -- - - - - - - - - - - - - - - -- ^ / C36 - - - _ - - - - - - - - - - - - - l O9 L4 S50'01'15"E 23.71 L19 N54'55'34"E 15.13 S89'26'06"E 27 444.09' �� M .93 L20 S31'4135E 20.94 00 27 . . . 120.00 Q / �1g C38 24.76' 61.71' 6171' 10391' 7200' ' i 30.00' 30.00' L5 N50'01'15"W 15 ' " L6 N49'32'32"E 18.45 L21 N47'00'09"W 22.72 24�0 `n o 0 v I 1.50' (SEE 0 I aQNOTE 14) L7 N49'32'32"E 25.86 L22 N47'00'09"W 27.82 o) to `O o �, ,�� w� I • L8 N4429'21"W 21.23 L23 N89'32'36"W 32.80 f\ rn O 120.00' oo aw „ O N O N L9 S45'30'39"W 21.19 L24 N89'32 36 W 17.00 30 / v M 24 N M ^ 22 S89'26'06"E N = �N ,p ^� N '��.�°s L10 S39'52'08"E 23.18 L25 S26'47'06"E 15.13 j 0o BLOCK 3 b N v' o o z L11 N87°35'10"W 28.31 L26 N58'18'25"E 21.50 N lr0 4p _ _ � 0 29 0I N87°38'02"W 20.0 �� `O O co 553' " NS L12 S4'11'32"W 28.77 L27 N10'04'16"W 21.26 6o.02' C� N CO co N70' • 2 • 60 02, / �sr� SEE NOTE 19 77.94' 6 W 622, 113.69' 120.00' I 2 9 ,0 28., L13 S61'37'50"E 26.52 L28 S53'05'03"E 30.91 2 �'S77.2�,25" ���� S89°26'06 L14 S74'14'52"E 60.00 L29 N45'30'39"E 21.19 24 E N69'06'05"E N/ 6 6 E, 24 44.15' • 01 N I40 ,63 46»F L15 S79'56'52"E 41,17 66 8 o f e MIRMoNTE ��T. 0•' 8 ° b - o ,aI O 0� • S 66.0 i 1 Z co 'ory O O �� 59,3 , c rn 8 UNPLATTED N N w 6g Di,� /G�� N78•ig'35 • L10 �v o N -, 82 042•, d rn cu 66 i> 21 5g•01' 62 w 2 0 r `a 14 V 0 _C44 \�� 66.0 25.00, 36.62' RO. cr� \ ` 58. i' _`� O o ^ • SS d 0 F `. \ 0' 3, 3'„vi O� - 23.86' C2 BLOCK 4 Z BLOCK 3 �' 15 o o rc•, �� �/ 578,?5 35 f sr.r. 2 " 2 N ,n to \� 11 6'' 'I p 32 �\ • - 80.7 \ 2ry O 16 d o ' 0 9' o i� 2 'r d � ` S8n 0•11' C 17 \ � �2 66.00, o \ • S, t�1o8 • 66.00' z N _ E . •Z w90 is3Os„ Az� z sos n oNT F6s.00' o 00) ) to 'DR. jo�tio,F,0/ 0• N42'3 2'37"W66.00' o 0 ; N 83.00S79.052 66.0040 � 326s9g� � ' '0 o ;° � `Of ao3 S77- 0 O/ ° • FIVE MILE OS'23"E 111.7 'S•8 535"E 62.3i z BLOCK3 P Z DRAIN 2 s�8 is' � L11 / N7g•57'01e N7g 57,01„w NI ACHD PERMANENT w 204,5j L16 L15 ? C�9\ poi' ,0� `j EASEMENT PER INST. • o.0 o \ •S� '� �1 ,�� \ No. 202_ 14 35 o_ 28 41„Ili 126 e 8g • ,�� O J lb38 �Q> •� CURVE TABLE CURVE TABLE CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD CURVE RADIUS LENGTH DELTA CHORD BRG CHORD ,ss'.S`9�9 a��� �°��%�/ O: Goo • \ / e , C1 531.50' 33.19 3'34 42' S49'14 44„W 33.19 C21 80.00' 53.79, 38'31,35u N21'11>40"W 52.79 C41 54.33' 30.39' 32*03'15" N47'29'33„W 30.00' 1 �h// °� �s / �L0 0- C2 250.00' 159.08' 36'27'33" S71'18'50"E 156.41' C22 80.00' 3.33' 2'23'17" N0'44'15"W 3.33' C42 54.33' 53.85' 56'47'09" N3'04'22"W 51.67' 's��, • `o `L� ,+� J�F C3 150.00 95.45 36'2733 N18'41 10'E 93.85' C23 530.00 34.14 3'41 25 N78'2058 W 34.13 C43 54.33' 25.30 26'40'51" N38°39'38'E 25.07' •��, UNPLATTED LA C4 50.00' 78.63' 90°06'30" N45'30'39"E 70.78' C24 530.00' 60.03' 6'29'23" N73'15'34"W 60.00' C44 54.33' 47.93' 50'32'32" N77'16'20"E 46.39' CURVE TABLE • �'�6 �h� �,y0 Ik N\KL L Np C5 50.00' 78.45' 89'53'30" S44'29'21"E 70.64' C25 530.00' 66.04' 7'08'22" N66'26'41"W 66.00' C45 430.00' 52.15' 6'56'57" S73'58'56"E 52.12' CURVE RADIUS LENGTH DELTA CHORD BRG CHORD E• 04 � � C6 300.00' 119.62' 22'50'43" S64'30'25"E 118.83' C26 530.00' 66.04' 7'08'22" N59'18'19"W 66.00' C46 430.00' 67.61' 9'00'31" S66'00'12"E 67.54' C61 331.50' 87.75' 15'09'59" S60'40'03"E 87.49' / a 12459 C7 300.00' 70.71' 13'30'20' S82'40 56'E 70.55 C27 530.00' 56.03' 6'03 24' N52'42 25"W 56.00 C47 430.00' 63.15' 8'24'54" S57'17'30"E 63.10' C62 346.50 51.55' 8'31'26" S62'33 07'E 51.50 S46.51 ' 5"E C8 50.00' 70.38' 80'39'04" S39'52'08"E 64.71' C28 530.00' 61.69' 6'40'09" N46°20'39'W 61.66' C48 15.00' 12.97' 49'31'43" N77'50'54"W 12.57' C63 346.50' 31.48' 5'12'20" S55'41'1YE 31.47' 47.53' \ 9gf,OF OF C9 500.00' 327.64' 37'32'41" S61'25'20"E 321.81' C29 470.00' 80.10' 9'45'51" S47'57'04"E 80.00' C49 54.33' 39.25' 41'23'44" S81'54'54"E 38.40' C64 203.50' 13.96' 3'55'47" N55'02'57"W 13.95' G N�' B C10 500.00' 31.23' 3'34'42" S49'14'44"W 31.22' C30 470.00' 88.07' 10-44'10" S58'12'05"E 87.94' C50 54.33' 33.75' 35'35'43" S43'25'10"E 33.21' C65 203.50' 115.54' 32'31'46" N73'16'43"W 113.99' l k� C11 400.00' 170.15' 24°22'21" S65'16'14"E 168.87' C31 470.00' 85.08' 10*22'17" S68'45'18"E 84.96' C51 54.33' 51.68' 54'29'48" S1'37'35"W 49.75' C66 218.50' 139.04' 36'27'33" N7V18'50"W 136.70' C12 20.00' 31.42' 90'00'00" S44'32'36"E 28.28' C32 470.00' 51.30' 6'15'14" S77'04'03"E 51.28' C52 54.33' 40.96' 43*11'58" S50'28'29"W 40.00' C67 20.00' 31.42' 90'00'00" S45'27'24"W 28.28' C13 281.50' 27.49' 5'35'42" N86'44'45"W 27.48' C33 80.00' 55.22' 39'32'42" S60'25'20"E 54.13' C53 54.33' 40.96' 43*11'58" N86°19'33"W_ 40.00' C68 268.50' 153.96' 32'51'17" S73'00'28"E 151.86' -41 C14 281.50' 151.64' 30'51'51" N68'30'59"W 149.81' C34 80.00' 30.18' 21°36'50" S29'50'34"E 30.00' C54 54.33' 58.00' 6V1O'13" N34'08'27"W 55.29' C69 180.00' 20.35' 6'28'44" N33'40'35"E 20.34' C15 120.00' 76.36' 36'27'33" N18'41'10"E 75.08' C35 80.00' 27.22' 19'29'33" S9'17'23"E 27.09' C55 15.00' 8.84' 33'45'55" S20'26'18"E 8.71' C70 180.00' 64.06' 20'23'25" N20'14'30"E 63.72' C16 80.00' 55.18' 39'31'22" S20'13'04"W 54.10' C36 331.50' 33.71' 5'49'36" S86'31'18"E 33.70' C56 15.00' 4.13' 15'45'48" S45'12'09"E 4.11' C71 180.00' 30.13' 9'35'24" N5'15'05"E 30.09' DEVELOPER E N G I N E E R I N G C17 80.00' 25.43' 18'12'36" S49'05'03"W 25.32' C37 16.50' 23.71' 82'19'16" S55°13'52"W 21.72' C57 370.00' 17.80' 2'45'21" S54'27'44"E 17.80' C72 20.00' 10.51' 30'06'30" S15'30'39"W 10.39' gRiGHTON CORPORATION 9233 E,ID WEST HO STATE STREET C18 80.00' 45.21' 32'22'33" S74'22'37"W 44.61' C38 346.50' 26.55' 4'23'23" S87'14'25"E 26.54' C58 370.00' 84.70' 13'07'00" S62'23'55"E 84.52' C73 20.00' 20.94' 60'00'00" S60'33'54"W 20.00' PHONE(208)639-6939 MERIDIAN, ID kmengllp.com C19 80.00' 42.96' 30'46'03" N74'03'05"W 42.45' C39 16.50' 20.67' 71'45'35" N66'39'48"E 19.34' C59 370.00' 54.89' 8'30'00" S73'12'25"E 54.84' C74 20.00' 20.94' 60'00'00" N59'26'06"W 20.00' C20 1 80.00' 25.43' 18'12'36" N49'33'46"W 1 25.32' C40 54.33' 81.26, 85'41'49" 1 S73'37'55"W 1 73.90' C60 1 16.50' 1 23.71' 82'19'16" 1 N27'05'24"W 21.72' C75 1 20.00' 1 10.43' 1 29'53'30" N14*29'21"W 10.32' JOB NO. 20-088 SHEET 3 Of 5 PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1 i CERTIFICATE OF OWNERS NOTES KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE DESCRIBED. CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. A PARCEL OF LAND SITUATED IN A PORTION OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 4 NORTH, 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CITY OF MERIDIAN IN EFFECT AT THE TIME OF THE RESUBDIVISION. i COMMENCING AT A FOUND BRASS CAP MARKING THE NORTHWEST CORNER OF SAID SECTION 34, WHICH BEARS NOO'27'24"E A 3. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO DISTANCE OF 2,631.60 FEET FROM AN ALUMINUM CAP MARKING THE WEST 1/4 CORNER OF SAID SECTION 34, THENCE FOLLOWING CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER THE WESTERLY LINE OF SAID NORTHWEST 1/4 OF SECTION 34, S00'27'24"W A DISTANCE OF 1,315.80 FEET TO A SET 5/8—INCH RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT. REBAR MARKING THE NORTH 1/16 CORNER OF SAID SECTION 34 AND SECTION 33 AND BEING THE POINT OF BEGINNING. 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 THENCE LEAVING SAID WESTERLY LINE AND FOLLOWING THE NORTHERLY LINE OF SAID SOUTH 1/2 OF THE NORTHWEST 1/4 OF BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SECTION 34, S89'26'06"E A DISTANCE OF 988.18 FEET TO A SET 5/8—INCH REBAR; SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE THENCE LEAVING SAID NORTHERLY LINE, S00'27'24"W A DISTANCE OF 460.52 FEET TO A SET 5/8—INCH REBAR; (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN THENCE S89'26'06"E A DISTANCE OF 120.00 FEET TO A SET 5/8—INCH REBAR; OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE THENCE S86'06'43"E A DISTANCE OF 60.11 FEET TO A SET 5/8—INCH REBAR; RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, / AGRICULTURAL FACILITY OR EXPANSION THEREOF". THENCE S89'26'06"E A DISTANCE OF 120.00 FEET TO'A SET 5/8—INCH REBAR; THENCE S00'27'24"W A DISTANCE OF 66.00 FEET TO A SET 5/8—INCH REBAR; 5. LOTS 1, 3 AND 25, BLOCK 1, LOTS 1 AND 7, BLOCK 2, LOTS 8, 27, 35 AND 38, BLOCK 3 AND LOTS THENCE S89'26'06"E A DISTANCE OF 100.30 FEET TO A SET 5/8—INCH REBAR; 1 AND 9, BLOCK 4 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE QUARTET THENCE S00'33'54"W A DISTANCE OF 136.64 FEET TO A SET 5/8—INCH REBAR; OWNERS ASSOCIATION, INC., OR ASSIGNS. THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS THENCE S43'49'09"W A DISTANCE OF 73.70 FEET TO A SET 5/8—INCH REBAR; FOR PUBLIC UTILITIES AND HOMEOWNERS ASSOCIATION PRESSURIZED IRRIGATION. THENCE S56'22'28"E A DISTANCE OF 70.20 FEET TO A SET 5/8—INCH REBAR; 6. LOTS 10 AND 16, BLOCK 1 AND LOT 21, BLOCK 3 ARE SUBJECT TO A BLANKET EASEMENT FOR THENCE S66'36'46"E A DISTANCE OF 76.00 FEET TO A SET 5/8—INCH REBAR; COMMON DRIVES TO PROVIDE ACCESS FOR LOTS 8 AND 9, BLOCK 1, LOTS 17 AND 18, BLOCK 1 AND THENCE S59'38'42"E A DISTANCE OF 82.00 FEET TO A SET 5/8—INCH REBAR; LOTS 19 AND 20, BLOCK 3, RESPECTIVELY. SAID LOTS 10 AND 16, BLOCK 1 AND LOT 21, BLOCK 3 THENCE S52'51'13"E A DISTANCE OF 72.00 FEET TO A SET 5/8—INCH REBAR; SHALL BE OWNED BY THE QUARTET OWNERS ASSOCIATION, INC., OR ASSIGNS, AND THE OWNERS OF THE THENCE S46'18'04"E A DISTANCE OF 76.59 FEET TO A SET 5/8—INCH REBAR; LOTS THAT BENEFIT FROM THE COMMON DRIVES SHALL MAINTAIN, REPAIR AND/OR REPLACE SAID THENCE S42'32'37"E A DISTANCE OF 83.00 FEET TO A SET 5/8—INCH REBAR; COMMON DRIVES AT THEIR OWN COST AND EXPENSE. SAID LOTS 10 AND 16, BLOCK 1 AND LOT 21, THENCE S47'27'23"W A DISTANCE OF 181.85 FEET TO A SET 5/8—INCH REBAR; BLOCK 3 ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES AND HOMEOWNER'S ASSOCIATION / PRESSURIZED IRRIGATION. THENCE 33.19 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 531.50 FEET, A DELTA ANGLE OF 03'34'42", A CHORD BEARING OF S49'14'44"W AND A CHORD DISTANCE OF 33.19 FEET TO A SET 5/8—INCH 7. ALL LOT LINES COMMON TO THE PUBLIC RIGHTS—OF—WAY CONTAIN A 10.00 FOOT WIDE EASEMENT FOR REBAR; PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION THENCE S51'02'05"W A DISTANCE OF 83.04 FEET TO A SET 5/8—INCH REBAR; AND LOT DRAINAGE. THENCE N38'17'55"W A DISTANCE OF 15.92 FEET TO A SET 5/8—INCH REBAR; 8. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE SUBDIVISION BOUNDARY AND ALL THENCE N46'51'55"W A DISTANCE OF 154.93 FEET TO A SET 5/8—INCH REBAR; REAR LOT LINES CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, HOMEOWNER'S THENCE N73'28'41"W A DISTANCE OF 126.86 FEET TO A SET 5/8—INCH REBAR; ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. THENCE N79'57'01"W A DISTANCE OF 204.51 FEET TO A SET 5/8—INCH REBAR; THENCE N77'05'23"W A DISTANCE OF 111.72 FEET TO A SET 5/8—INCH REBAR; 9. ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC UTILITIES, THENCE N79"05'40"W A DISTANCE OF 326.98 FEET TO A SET 5/8—INCH REBAR; HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE. THENCE N78'22'23"W A DISTANCE OF 307.04 FEET TO A SET 5/8—INCH REBAR; 10. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THENCE N78'15'35"W A DISTANCE OF 113.38 FEET TO A FOUND 5/8—INCH REBAR; THE CITY OF MERIDIAN. THENCE N00'27'24"E A DISTANCE OF 170.44 FEET TO A FOUND 5/8—INCH REBAR; THENCE N89'32'36"W A DISTANCE OF 195.00 FEET TO A POINT ON THE WESTERLY LINE OF SAID NORTHWEST 1/4 OF SECTION 34; 11. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM THENCE FOLLOWING SAID WESTERLY LINE, NOO'27'24"E A DISTANCE OF 664.43 FEET TO THE POINT OF BEGINNING. APPROVED IN SANITARY RESTRICTION RELEASE. SAID PARCEL CONTAINS A TOTAL OF 26.401 ACRES, MORE OR LESS. 12. REFERENCE IS MADE TO PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT, THE EASEMENTS SHOWN ON THIS PLAT 13. THIS PLAT IS SUBJECT TO AN ACHD LANDSCAPE LICENSE AGREEMENT PER INSTRUMENT No. ARE NOT DEDICATED TO THE PUBLIC BUT THE RIGHTS TO USE SAID EASEMENTS ARE HEREBY PERPETUALLY RESERVED FOR PUBLIC 202e_— , RECORDS OF ADA COUNTY, IDAHO. UTILITIES AND SUCH OTHER USES AS SHOWN ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER 14. ACHD PUBLIC RIGHT-OF—WAY EASEMENT (SIDEWALK) PER INSTRUMENT No. 202= __, RECORDS DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ON THIS PLAT. OF ADA COUNTY, IDAHO. THE UNDERSIGNED, BY THESE PRESENTS, DEDICATES TO THE PUBLIC ALL PUBLIC STREETS AS SHOWN ON THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE 15. THIS PLAT IS SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO BE FILED FOR ALL OF THESE LOTS. RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. i i 16. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12—INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 17. 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. JONATHAN D. WARDLE, PRESIDENT BRIGHTON DEVELOPMENT, INC. 18. DIRECT LOT OR PARCEL ACCESS TO N. BLACK CAT RD. AND W. GRAND RAPIDS DR. IS PROHIBITED. 19. ALL OF LOT 7, BLOCK 2 AND A PORTION OF LOTS 2-5, BLOCK 1, LOTS 6 AND 8, BLOCK 2, AND LOTS 6-8, BLOCK 3 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 ACKNOWLEDGMENT DEDICATED TO ACHD PURSUANT TO SECTION 40-2302, IDAHO CODE. THE MASTER EASEMENT IS FOR STATE OF IDAHO THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. ADA COUNTY ))) SS THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON 2020, BY JONATHAN D. WARDLE, AS PRESIDENT OF BRIGHTON DEVELOPMENT, INC. CERTIFICATE OF SURVEYOR I, AARON L. BALLARD, DO HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF IDAHO, AND THAT THIS PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1 AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" AND AS SHOWN ON THE SIGNATURE OF NOTARY PUBLIC ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. MY COMMISSION EXPIRES \ G D0L LAND G 0 °- 12459 AARON L. BALLARD, P.L.S. 12459 9 qrF OF DEVELOPER ENGINEERING Q Q J (� � 9Z33 WEST STATE STREET 1:71\t 1 ITO CORPORATION BOISE,IDAHO 83714 PHONE(208)639-6939 MERIDIAN,.ID kmengllo com JOB NO. 20-088 SHEET 4 OF 5 i PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT HEALTH CERTIFICATE THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN DISTRICT COMMISSIONERS ON THE DAY OF 20 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 REIMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. PRESIDENT ADA COUNTY HIGHWAY DISTRICT HEALTH OFFICER DATE i APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF A.D. 20_, BY THE CITY ENGINEER OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO. CERTIFICATE OF ADA COUNTY TREASURER 1, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. CITY ENGINEER I COUNTY TREASURER DATE: APPROVAL OF MERIDIAN CITY I, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF A.D. 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY MERIDIAN CITY CLERK I HEREBY CERTIFY THAT THIS PLAT OF QUARTET NORTHEAST SUBDIVISION No. 1 WAS FILED j AT THE REQUEST OF AT MINUTES PAST O'CLOCK M., THIS _DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS CERTIFICATE OF COUNTY SURVEYOR BOOK OF PLATS AT PAGES THRu I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF INSTRUMENT NUMBER IDAHO CODE RELATING TO PLATS AND SURVEYS. DEPUTY EX—OFFICIO RECORDER ADA COUNTY SURVEYOR DATE FEE: \J*NL LAND �O 12459 tp �o -f qrF of �Rl �pN L• B '9 .tn-� h Qpi DEVELOPPE(R� /� (�� E 'N G I N E E R I N G BRI G'HTO N CO 1- O"RAT)O I V 9280 E33 E IDAHO 83714ST STATE � PHONE(208)639-6939 MERIDIAN, ID kmengllp.com FOB NO. 20-088 SHEET 5 Of 5