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HomeMy WebLinkAboutFinal Plat DAYSPRING SUBDIVISION NO. 2 BOOK , PAGE LOCATED IN A PORTION OF THE NW 1 /4 AND THE NE1 /4 OF SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO CP&F 2026 CP&F CP&F 2022-013694 W. USTICK ROAD 110117945 2016-068528 32 33 T4N - - - - - - S89'19'- 2638.34' SECTION LINE 33 N1/4 S89'18'45"E 2638.44' (BASIS OF BEARING) T4N 33 34 5 4 T3N - - - - - - - - ---m- - - - - - - - - - - ffl� I 4 POINT OF COMMENCEMENT T3N V4 3 z v �ti DAYSPRING SUBDIVISION NO. 1 �, ��� � �, NOTES BOOK___, PAGES ----------. 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC „ I ` UTILITIES, DAYSPRING SUBDIVISION HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION, S/35. 1 E \ AND LOT DRAINAGE ADJACENT TO ANY PUBLIC STREET, INTERIOR LOT LINES,AND REAR LOT ' /3(5.41 ` LINES OR SUBDIVISION BOUNDARY AS SHOWN.THIS EASEMENT SHALL NOT PRECLUDE THE W. BOWMILLS DRIVE N52'00'18"E N�69 2 2C"E ) I \� CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 12.64' Z POINT OF BEGINNING ` 2-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING `� �� 5p REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. \ 3-THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE NAMPA&MERIDIAN IRRIGATION �0 I � DISTRICT SERVICE AREA(208-466-7861)AND SETTLERS IRRIGATION DISTRICT(208-344-2471). U I ` IRRIGATION WATER HAS BEEN PROVIDED TO EACH LOT THROUGH A PRESSURE IRRIGATION LEGEND U 3 DELIVERY SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO SECTION 31-3805(4), IDAHO O m I m I ` CODE. LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS ® FOUND ALUMINUM CAP MONUMENT O I \ ` AND/OR SHARES AND INDIVIDUAL LOTS WILL REMAIN SUBJECT TO ASSESSMENTS FROM THE APPLICABLE IRRIGATION ENTITIES,TO BE PAID THROUGH FEES ASSESSED BY THE FOUND 5/8" REBAR WITH PLS 11118 ` HOMEOWNERS ASSOCIATION.ALL UNPAID IRRIGATION ENTITY ASSESSMENTS ARE A LIEN ON ® PLASTIC CAP, OR AS NOTED `� �' `� THE LAND. 4-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN ® SET 5/8" REBAR WITH PLS 11118 0 °O I COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. M PLASTIC CAP I \ \ o ` \ 5-MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE � ❑ CALCULATED POINT O2 \� RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 9 SECTION LINE W. FAIRBOROUGH DR. w \ y 0' 60' 120' 240' 6-BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE inI - - CENTER LINE w z I ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 0 °N°• SUBDIVISION BOUNDARY LINE � r- zo I �j�� \ 7-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH ix o } �, 00 R1W ` 1" = 120' STATES THAT NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION CN LOT LINE o c� Q cn �w 4 4���N/ ` THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC, BY ANY CHANGED p I 18 LOT NUMBER N NEB I ` CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS Z oo ` \ BEEN IN OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR w �Np�P Raw I N �\ ` 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 ANY AGRICULTURAL OPERATION,AGRICULTURAL z p ` FACILITY OR EXPANSION THEREOF. Z I F4 \� 8-LOT 2, BLOCK 7; LOT 2, BLOCK 8; LOT 1, BLOCK 9;LOTS 1, 12 AND 15, BLOCK 10; LOT 1, o ` \ BLOCK 11; LOT 1,BLOCK 12;LOT 1,BLOCK 13; LOT 1, BLOCK 14; LOTS 1 AND 13, BLOCK 15 ARE ` \ h COMMON LOTS TO BE OWNED AND MAINTAINED BY THE DAYSPRING SUBDIVISION HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE COVERED BY BLANKET S89°10'32"E 351.00' I EASEMENTS FOR PUBLIC UTILITIES,DRAINAGE,AND DAYSPRING SUBDIVISION HOMEOWNERS S88'36'04"E 833.19' ASSOCIATION PRESSURE IRRIGATION. BLOCK 7 � � ` 9-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH o I BLOCK 1 THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. RECORDS OF ADA BLOCK 9 15 Ss,, COUNTY, IDAHO. Ol O 9 I® O © O7 ® @ 10 ` 10-A PORTION OF LOT 2, BLOCK 8;LOT 1,BLOCK 9;LOTS 13 AND 14, BLOCK 10; LOTS 1 AND 2, _ BLOCK 11; LOTS 1 AND 2, BLOCK 13;AND LOTS 1,3,4, 13 AND 14,BLOCK 15 ARE SERVIENT TO r7 11 N89°2511 W AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. 3.11' THESE LOTS ARE ENCUMBERED BY THAT FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT NO. w W. CROSSRIDGE STREET 12 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS co O1 I REFERENCE AS IF SET FORTH IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT a) 2 13 AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA COUNTY HIGHWAY :4- O DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE Z y�P� .��� ® O5 ©I O7 8 9 10 11 12 O OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. O O O O y N 11-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT oi TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. - RECORDS 0 j Gj �j O OF ADA COUNTY, IDAHO. 12-THIS DEVELOPMENT IS SUBJECT TO THE DECLARATION OF COVENANTS,CONDITIONS AND BLOCK 15 13 �9� \ RESTRICTIONS TO BE RECORDED IN ADA COUNTY, IDAHO,AND AS MAY BE AMENDED. I 0 BLOCK 14 O 20 119 18 17 16 15 14 r, P o � L3 cn z 'L W. AURA DRIVE 110°54'25"E, 6 33.50' G� �Q 6' c)} 6 ��, '9j- _j ¢ �' BLOCK 11 W1 44 0 BLOCK 13 z BLOCK 12 0 � GIST iV�S �5� £,Q�G�0 / CP&f 2022-087286 c N89°10'32"W ��5 "A1 N89'10'32"W 407.00' J L1 �" `t O N24°19 54 E "w S ' ,Irti N89°10'26"W CLINTON W. HANSEN o 45.14' S�6°p5'03 �12�8.62' �4 131.14' 0- N 1 1 1 18 0 0 N10 41 25 W C5 133 C S7615 51 W S I PLS 11118 20.00'� N � P S72°44'49"W 37.00' UBUC� 34.22 I n���TF OF ACE`( T C4( ON W.\.►P N 51°54'35"W J`"30.00' 44.11' S86°00'11"W CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD C1/4 Cl 5.47' 231.50' 1'21'12" N14'24'45"W 5.47' n O U v I O C2 72.88' 315.00' 13*15'23" S10°37'30"E 72.72' LINE TABLE SURVEYOR'S NARRATIVE "s C3 0.61' 285.00' 0'07'20" N4'03'29"W 0.61' LINE LENGTH BEARING Land Surveying and Consulting THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED C4 8.77' 211.00' 222'56" S78'07'07"W 8.77' Ll 37.00' N89'10'32"W 231 E. 5TH ST. TIES TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED MERIDIAN, ID 83642 SUBDIVISION BOUNDARY OF DAYSPRING SUBDIVISION NO. 1, TRICIA'S C5 7.94' 191.00' 2'22'56" N78'07'07"E 7.94' L2 15.69' NO'49'28"E CROSSING SUBDIVISION, INFORMATION FROM RECORD OF SURVEY NUMBERS (208) 288-2040 fax(208) 288-2557 4161,4250,6972,8879,8880,8965, 13137,AND CURRENT DEEDS OF RECORD. [SC7 108.30' 285.00' 21*46'19" N33'13'04'W 107.65' L3 53.42' N89'06'13"W www.landsolutions.biz THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR 208.13' 265.00' 45'00'00" S68'23'47"W 202.82' L4 13.39' S45'53'47"W SHEET 1 OF 5 THIS SUBDIVISION SHOWN HEREON. JOB NO. 21-26 DAYSPRING SUBDIVISION NO. 2 BOOK , PAGE i DAYSPRING SUBDIVISION NO. 1 \ BOOK-- PAGES -------- - --------- • ` pp' S89'02'23"E ` 25N 00'18"E N��12 p E 35.41' DETAIL A: 1"=20' ' **SEE DETAIL A** � W W -� �� SEE PAGE 1 FOR NOTES* U ` 46.1�� LEGEND, o ` N83°03'0 „E m � S89'02'23"E 35.41' i � � �� �� ® FOUND 5/8" REBAR WITH PLS 11118 \ 6g pp' 19 50 i I PLASTIC CAP, OR AS NOTED ` N71'12'Zp �5p0' o 11.792 sF SET 1/2" REBAR WITH PLS 11118 io PLASTIC CAP 15.00 i 04 �'�� 19.50 BLOCK 7 i 00- 15' 15' ® SET 5/8" REBAR WITH PLS 11118 ti0 N ACHD DRAINAGE EASEMENT INST. NO. z PLASTIC CAP \ � �, Z ------------- i Q 71 1 C'4 26' - - - - _ SECTION LINE LA r"� U! m �13 - - CENTER LINE w 334.00' Q PUBLIC UTILITY, PRESSURE 46'4 IRRIGATION AND LOT DRAINAGE0032 o I a- � EASEMENT LINE 18.50�L5 �c ACHD PERMANENT EASEMENT `� l�� �� 0' 40' 80' 160' �5 W. FAIRBOROUGH DR. - - z INST. NO. - 18.50' 15 i ACHD STORM WATER DRAINAGE EASEMENT BLOCK 8 s�sr�o i 04 LINE, SEE NOTE 10 OR AS NOTED `� 9��� �� 1" = 80' o - EASEMENT LINE AS NOTED CITY OF MERIDIAN SEWER EASEMENT 44,27' SUBDIVISION BOUNDARY LINE N INST. N0. ------- --- zi _ i LOT LINE-00 M ADJACENT PROPERTY LINE LINE TABLE o 18 LOT NUMBERS ` i � 0 LINE LENGTH BEARING i o CD o rn L5 65.99' S89'10'32"E VNpLP Raw j ri �i C4 - -kilo R1w L6 43.13' SO'53'47"W Nw1 4 4� N I' N L7 32.28' SO'49'28"W L8 31.57' N62'08'09"W 35.00' ACHD DRAINAGE EASEMENT INST. NO. L9 8.63' N16'05'58"W L10 25.26' N18'27'57"W ` L11 37.54' N25'52'11"W S89'10'32"E 351.00' 6' S88'36'04E 833.19' 00 Iw 125.01' \ L12 32.15' N31'34'O6"W °O N BLOCK 7 N ,� 0 25.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 94.90' �' , ; 06 � rn� 49.81' 61.4T L13 32.14' N36'32'49"W )P , 0i O �l a0 ;�, ;�s sos sF C' "' � BLOCK 10 �L14 33.15' N38'27'09"E `�o. S) 2� N M N N C14 �;BLOCK 9 s�o`� ?333jw ci " 3 O 3 O ® O ® NPATHWAY �p92 �� / pp 7,276 SF 00 7,186 SF 7 755 SF 7 725 SF 7 095 SF 7,064 SF 7,034 SF 7,004 SFL15 31.16' N33'11'40"E -,�, 12p d 6 O7 L16 32.58' S30'15'18"E 9246 `� a,a33 sF 11 EASEMENT � N89'25'11"Wcn�88 9 ^ o00 o o �r a 4o sF c� � ,L17 22.79' S21'33'47"E �� 333jf ���6� `�/ N + NNN ooNoo �0 �. 3.11 14EC43 55.00 . 55.00' 55.00' 55.00 55.00' 55.00' 47.30' C45 �L18 47.20' S76'55'39"W s 1159,248 SF8� ' 12 o � _ _ _ _ _ °° � � a5@ Fc)L19 2.95' N45'53'47"E S72 cS c ; - _ _ y 5/c` ^�� 333j'F= -'4' '3 0, ��OF oo S891032E 439.79 u��� \ CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD C1 5.47' 231.50' 1'21'12" N14'24'45"W 5.47' C18 74.49' 150.00' 28*27'18" N31'40'08"E 73.73' C35 47.98' 62.00' 44'20'27" S13'03'58"W 46.79' C52 60.52' 131.50' 26'22'12" S14'00'34"W 59.99' C2 72.88' 315.00' 13*15'23" S10'37'30"E 72.72' C19 43.32' 150.00' 16'32'42" N9'10'08"E 43.16' C36 11.53' 62.00' 10*39'35" S40'33'59"W 11.52' C53 44.57' 168.50' 15'09'24" S8'24'10"W 44.44' C3 0.61' 285.00' 0'07'20" N4'03'29"W 0.61' C20 43.50' 150.00' 1 16'37'01" S80'52'01"E 43.35' C37 34.10' 25.00' 78'08'30" S6'49'32"W 31.51' C54 1.40' 168.50' 0'28'39" S16'13'11"W 1.40' C4 8.77' 211.00' 2'22'56" S78'07'07"W 8.77' C21 84.95' 100.00' 48'40'17" N64'50'23"W 82.42' C38 4.40' 131.50' 1'55'00" N44'56'17"E 4.40' C55 20.06' 168.50' 6*49'11" S46'05'10"W 20.04' NL SNONS TN�SG C5 7.94' 191.00' 2'22'56" N78'07'07"E 7.94' C22 56.63' 150.00' 21'37'55" S38'40'48"W 56.30' C39 60.91' 131.50' 26'32'18" N30'42'38"E 60.37' C56 38.46' 81.50' 27'02'23" N75'39'21"W 38.11' 0 � O �� C6 108.30' 285.00' 21'46'19" 1 N3313'04"W 107.65' C23 70.79' 150.00' 27'02'23" S14'20'39"W 70.13' C40 83.68' 168.50' 28*27'18" N31'40'08"E 82.83' C57 55.92' 118.50' 27'02'23" N75'39'21"W 55.41' CLINTON W. HANSEN a 1 1 1 18 0 C7 208.13' 265.00' 45'00'00" S68'23'47"W 202.82' C24 47.19' 100.00' 27'02'23" S75'39'21"E 46.76' C41 37.97' 131.50' 16'32'42" N9'10'08"E 37.84' C58 55.92' 118.50' 27'02'23" N75'39'21"W 55.41' PLS 11118 Ln C8 118.85' 500.00' 13'37'09" N5'59'06"W 118.57' C25 113.05' 250.00' 25'54'34" S77'52'11"W 112.09' C42 48.66' 168.50' 16'32'42" N9'10'08"E 48.49' C59 3.94' 268.50' 0'50'26" N89'35'45"W 3.94' ��iL rF OF C9 92.96' 300.00' 17'45'14" N9'42'05"E 92.59' C26 122.41' 515.00' 13'37'09" N5'59'06"W 122.13' C43 11.49' 131.50' 5'00'24" S86'40'20"E 11.49' C60 56.81' 268.50' 12'07'19" S83'55'22"W 56.70' r0N W'NPR C10 143.04' 300.00' 27*19'04" N32'14'14"E 141.69' C27 115.28' 485.00' 1 13'37'09" N5'59'06"W 115.01' C44 22.84' 168.50' 7'46'00" S85'17'32"E 22.82' C61 51.76' 268.50' 11'02'43" S72'20'21"W 51.68' C11 196.35' 250.00' 45'00'00" N68'23'47"E 191.34' C28 40.66' 315.00' 7'23'48" N4'31'22"E 40.64' C45 7.71' 118.50' 3'43'35" N87'18'45"W 7.71' C62 8.91' 268.50' 1'54'05" S65'51'57"W 8.91' C12 162.48' 300.00' 31'01'52" N28'35'17"W 160.50' C29 224.20' 285.00' 45*04'18" N23'21'37"E 218.46' C46 39.35' 118.50' 19'01'38" N75'56'08"W 39.17' C63 104.69' 231.50' 25'54'34" S77'52'11"W 103.80' Lan O fu �E O ru vs C13 47.52' 300.00' 9'04'33" N8'32'05"W 47.47' C30 93.87' 315.00' 17'04'29" N37'21'32"E 93.53' C47 44.51' 118.50' 21'31'08" N55'39'45"W 44.24' C64 9.13' 268.50' 1'56'57" N14'42'37"W 9.13' Land S Surveying and Consulting C14 8.36' 201.00' 2'22'56" N78'07'07"E 8.36' C31 184.57' 235.00' 1 45'00'00" N68'23'47"E 179.86' C48 9.10' 118.50' 4'23'56" N42'42'13"W 9.10' 231 E. 5TH ST. C15 48.99' 250.00' 11*13'43" N19'21'00"W 48.92' C32 147.62' 315.00' 26'51'02" N30'40'42"W 146.27' C49 33.37 81.50' 23'27'27" N77'26'48"W 33.13' MERIDIAN, ID 83642 (208) 288-2040 fax(208) 288-2557 C16 31.77' 250.00' 7'16'51" N28'36'17"W 31.75' C33 69.32' 231.50' 17'09'23" N23'40'02"W 69.06' C50 35.87' 81.50' 25*12'50" N53'06'40"W 35.58' www.landsolutions.biz C17 59.33' 43.50' 78'08'30" S6'49'32"W 54.83' C34 25.04' 1 62.00' 23'08'28" S20'40'29"E 24.87' C51 51.18' 131.50' 22'18'05" S38'20'43"W 50.86' SHEET 2 OF 5 JOB N0. 21-26 DAYSPRING SUBDIVISION NO. 2 BOOK , PAGE MOO' i < ACHD DRAINAGE EASEMENT INST. NO. --------------- it y ' 8' � S89'10'32"E 351.00' 1�26' V 10-�Ak LEGEND S88'36'04'E 833.19' �w 125.01' b 25.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' I U m iV BLOCK 7 04 "' m 49.81' 61.4T ® FOUND 5/8" REBAR WITH PLS 11118 I I O °� J N N 94.90' J'��• \ PLASTIC CAP, OR AS NOTED I �i z "' 9,so9 SF �' " 00 C4 BLOCK 10 � 6 ��� c� 21' i o 0 of of 06 00 ca rr' `�i� �` `9'O- SET 1/2" REBAR WITH PLS 11118 �' _ `� ^ �' s `� ` BLOCK 9 s� � s�233, � � � N � � � sue. 's s'- << l 3j E c� O3 ® 0 © O7 ® 10 ° PATHWAY o t� PLASTIC CAP / �_ 12pg2, wj 7,216 SF 10, 7,186 SF 7,155 SF 7125 SF 7095 SF 3 7064 SF 3'7034 SF 3 7004 SF EASEMENT s �L N � N 00 a0 p0 8,833 SF Se �� SET 5/8" REBAR WITH PLS 11118 92 � � `v 0 � � N N N 00 00 3 11 F PLASTIC CAP // �`� 5�23;„1883j, �5 6 L9, ^�/ o o � o o �� h ® ¢6 E � o 0) � � ° 7�sF �� �� N89�25'11W N o 0 o s- < 3.11 < - - - - SECTION LINE // i 5r0,9���E 331E �6Lti i `ems - _ - - - - _ - - _ o 1 8 N65 0444,E 6 C43 55.000� 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 47.30'C45 C4 °00 - - CENTER LINE O / � . r � s � � s9,24a sa 0�7 • /,hQ' 9,3 `-'� 13 7.49 in 6 p`� 12 O PUBLIC UTILITY, PRESSURE SAl C20 W. CROSSRIDGE STREET `? o IRRIGATION AND LOT DRAINAGE o�� /�`b ^� 23331E 6,. >>`obi 0ro� 6 S8910'32"E 439.79' - �� �� as '�tK rn 6'� A/ �6' Z ro 122 FN N\ C6 C'�\ 4 S- co EASEMENT LINE 6�� o / �h �S' N i 5� C44 32.23' 55.00' 55.00' o i / f-55.00' S5.00' 55.00' 55.00' 55.00' 22.56' Cog ��\\ �o, 13 ACHD PERMANENT EASEMENT o \ , 0 / _ -o - o - o _ -o INST. NO. - ' A� i SA 0,633 SF / o o o / D S <O Ur U-i L0 L0 co +ri N N cd tK ACHD STORM WATER DRAINAGE EASEMENT �,, 0 40;' �.�,^� F / ® w O5 W © w O7 w ® w 0 10 �o ss S� o0 0 C9 h 7 / l l 6,537 SF w w 11 w 12 �\ �j LINE, SEE NOTE 10 OR AS NOTED goo,/ ;' �� ti ? q !� Oo 6,325 sF 6,325 SF s.325 SF00 6,s2s SF 6,32s SF s,32s sF ° s,s2s sF ; 6,2s3 SF -00 �/ EASEMENT LINE AS NOTEDSN �' ,Q� �`` SS 0 9' OO a' c N / 3 o) rn A ca / Q' / �� �45. 8,260 SF / 27,030 SF o 0 0 0 o p 5 �V , v f� A� \ 5 M z O• s O o O SUBDIVISION BOUNDARY LINE o ° `L �`� A9ti ^�� a z z z z z z o s o- z / p'o �'���• h ��� �h`O ��-__ 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 34.65�oF��F� ���0 ��6��Ss \\ 1°'1�sF o 0 LOT LINE �sA . / ��' �� ��3s.o �o A sue. �F \ \ m 9 X7 30, 74.65'--0 65.00' 0 65.00' 65.00' 65.00' 65.00' 65.00' 65.00'ADJACENT PROPERTY LINE r \ o° ° ��o� \/ � s�1g_ S>>'14' SEEN o S89'10'32"E o �, 13 \\ �\ 00 *5� , V // 2� G p`� 6 /- p 43'E OTE 10, Q; m o oS89'1O'32"E o b 1a,a79 SF 3y `Srr \ � Oc Oc ° �� / - D°' o� / 10Q 21. S7T° 00 e0 00 00 C. 0 0 %` >Q 6 z o 18 LOT NUMBER O ,' / 4 0/ 21' 7 0 0 s, o�, 4 0 C 4'4\' BLOCK 15 N o < 39 A �� w d, 4,947 SF lh N/ 1 s - E w S6S o 2g, �� s �\ V)N � SN �y 1 w oo c� M �5 3 b+ 20 rn 37, 0418 17 16 15 i S F \ V O ,r, 0 BLOCK 14 a,so3 sF S831 SF 0 T800 SF 00 aoo SF 7aoo sF ao 14 1 soo• �\ �/ / o A 26,671 SF 46' 3 aoo SF 04 - 151. A Op F z o a) m C4 2a47 SF '0 o �, a Y /c z N80'5S44"E \� �� 802 SF ��c�. �� v� c�i ' \� � �`��O � 2 m w i AA b \ \ 0 6 s r DO o o 0 0 /, 0 ' / cod' S f 6 F s .O Z w - c"i V) to U) O / 00 LINE TABLE 00 z'�,. z ;� V� s\ 'v •o o °'u rn _-_ - - - - - - o s i 2 `� in 'L O h5 O. _ _ _ cn p S fx� >. N CV N / 06, co O O- A s - - - - / Z i �� �� \ \ 9 y \ �5 �- ,-' w-C60 C59 61.06'� 65.00' 65.00' 65.00' 32.98' �h ti� S85'30'15"E �' LINE LENGTH BEARING 00 / a- /L3 \�- c� s i r� 00 m i �s �c' \ 5 \ .�. ��'P 2 �, L5 65.99' S89'10'32„E z _ C� 9 9o�s SF ti6' �„� \ 1 S�� C C61 - - - - - - - - - - - - Q; C CS»64 gg,46' j 2.18:�� R & �- ys � a,12s SF �� 6ti S89'10'32"E 289.04' W. AURA DRIVE � Q• � � S'' \ \ sr. .O � � � � �^ 24 Og 35' �'S/ sr�, w O J��9 \ �Gjs' "F q i �\ 5 75.�' 213.29' S2S�a i 3.50' C1� / v V�� A �� \ ��• 5 \\� 90 `s 5`� - C2 5751 SF ® 6 1 L6 43.13' SO'53'47"W in �� v �•- s. ooAA h g8 sr. �� 8p �,`� s° 5av sFCD N 15.00' _ G-' �� F `�1 \ �L S51 i ��9• 32.25'�� �O, o c� 169.79' C56 Sp 9F �� o co �L ti \ \ V 63 71'X43' L7 32.28' SO'49'28"W , - / v \ di. �� i y s - 6' �� °O� S�?' - -S89'10 32 E 227.74 - T7. -� 2 �� r�. 15.00' G �% V © 34. �� F 4 r� 82.54' * * S89'10'32"E 120.00' SEE NOTE 10 QS '9f- \\ 8,424 SF N-0 7j' �6 / 120.00' 107.74' t L8 31.5T N62'08'09°W CITY OF MERIDIAN SEWER EASEMENT-- / z ���S. V �� 11 s N2751' +c�ttF �6A w w / S89'10'32"E 116.46' INST. NO. 24"W �g4 ��� i _ 21' $0 21' ``' �� -------------� V '� V� 04 O 00 �� ,-��, ti o o 0 3 N o 2 / / BLOCK 11 L9 8.63' N16'05'58"W v �� �� \ l� 6 h� ���� <s. �� 9.00o SF �� ,ri T v vl o L10 25.26' N18'2T57"W \ ^ o 0 0 0 oo SF ,� 971a SF CD ACHD DRAINAGE EASEMENT INST. N0. \ \\ \ ' BLOCK 13 z z �� 2O CD -� v' -`�- 18.50' 18.50' 21' saa sF 0 14,122 SF \� 120.00' 120.00' BLOCK 12 130.00' 00 L11 37.54' N 25'52'11"W ------ _--i- VN R1 V6' 11,440 SF \ cs rn ^� 42 89 o ,> „ r- N L12 32.15' N31'34'O6"W DETAIL B. 1 =30 4-�3N- \ �'r,� \ 21 ,+ - o 11'�6- -, , „ N89'10 32 W 407.00 C1 W1 \ W N89'10 32 W 128.62 '��' ti0' J 51 \ �01 Q L1 N8910 26 W L13 32.14' N36'32'49"W CITY OF MERIDIAN SEWER EASEMENT , .<v \ N24°19'54"E \ \ \ +p3"W 133 02 5�63� Q0' -� S5 3 131.14 �',h� z 45.14'� \ S�6�p5 \ - CITY OF MERIDIAN SEWER EASEMENT Q INST. N0. _____________,� �,\ \ INST. NO. --------------- 3 L14 33.15' N38'27'09"E h' \ - O N \ o C5 S72'44 49 W L - U CITY OF MERIDIAN SEWER EASEMENT N10'41 25 W C14 �\ 34.22' J Iyv INST. NO. L15 31.16' N33'11'40'E =`ti 99 C5 -v *SEE DETAIL B* 20.00'�� r,� CITY OF MERIDIAN SEWER EASEMENT 3 � ---------- L16 32.58' S30'15'18'E _ 4l•20 70 C, INST. N0. _______ ___ _ Z o Sl6'S5 3 j - - Z c� `pUBu w z P`Pj�EQ m L17 22.79' S21'33'47"E r,o oC14 - (-Ab) �' A C4 NE uN q-�3N-R1w w ACHD DRAINAGE EASEMENT INST. NO. C o o i y CITY OF MERIDIAN SEWER EASEMENT N51°54��IpW S w --------------- 1 m L18 47.20' S76'55'39"W `pUB� o N o -< INST. N0. -----_ --- 30.00 z Aa ;I S86°0011� CITY OF MERIDIAN SEWER EASEMENT L19 2.95' N45'53'47"E - C4 S�S ' 11 INST. NO. _ *SEE PAGE 1 FOR NOTES* CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD C1 5.47' 231.50' 1'21'12" N14'24'45"W 5.47' C18 74.49' 150.00' 28*27'18" N31'40'08"E 73.73' C35 47.98' 62.00' 44'20'27" S13'03'58"W 46.79' C52 60.52' 131.50' 26'22'12" S14'00'34"W 59.99' C2 72.88' 315.00' 13*15'23" S10'37'30"E 72.72' C19 43.32' 150.00' 16'32'42" N9'10'08"E 43.16' C36 11.53' 62.00' 10*39'35" S40'33'59"W 11.52' C53 44.57' 168.50' 15'09'24" S8'24'10"W 44.44' C3 0.61' 285.00' 0'07'20" N4'03'29"W 0.61' C20 43.50' 150.00' 1 16'37'01" S80'52'01"E 43.35' C37 34.10' 25.00' 78'08'3O" S6'49'32"W 31.51' C54 1.40' 168.50' 0'28'39" S16'13'11"W 1.40' C4 8.77' 211.00' 2'22'56" S78'07'07"W 8.77' C21 84.95' 100.00' 48'40'17" N64'50'23"W 82.42' C38 4.40' 131.50' 1'55'00" N44'56'17"E 4.40' C55 20.06' 168.50' 6*49'11" S46'05'10"W 20.04' \�r1PL LANOs, C5 7.94' 191.00' 2'22'56" N78'07'07"E 7.94' C22 56.63' 150.00' 21'37'55" S38'40'48"W 56.30' C39 60.91' 131.50' 26'32'18" N30'42'38"E 60.37' C56 38.46' 81.50' 27'02'23" N75'39'21"W 38.11' C6 108.30' 285.00' 21'46'19" N33'13'04"W 107.65' C23 70.79' 150.00' 27'02'23" S14'20'39"W 70.13' C40 83.68' 168.50' 28'27'18" N31'40'08"E 82.83' C57 55.92' 118.50' 27'02'23" N75'39'21"W 55.41' CLINTON W. HANSEN a 1 1 1 18 0 C7 208.13' 265.00' 45'00'00" S68'23'47"W 202.82' C24 47.19' 100.00' 27'02'23" S75'39'21"E 46.76' C41 37.97' 131.50' 16'32'42" N9'10'08"E 37.84' C58 55.92' 118.50' 27'02'23" N75'39'21"W 55.41' PLS 11118 C8 118.85' 500.00' 13'37'09" N5'59'06"W 118.57' C25 113.05' 250.00' 25'54'34" S77'52'11"W 112.09' C42 48.66' 168.50' 16'32'42" N9'10'08"E 48.49' C59 3.94' 268.50' 0'50'26" N89'35'45"W 3.94' ��itiTTF OF C9 92.96' 300.00' 17'45'14" N9'42'05"E 92.59' C26 122.41' 515.00' 13'37'09" N5'59'06"W 122.13' C43 11.49' 131.50' 5'00'24" S86'40'20"E 11.49' C60 56.81' 268.50' 12'07'19" S83'55'22"W 56.70' 01v W.NP C10 143.04' 300.00' 27*19'04" N32'14'14"E 141.69' C27 115.28' 485.00' 13'37'09" N5'59'06"W 115.01' C44 22.84' 168.50' 7'46'00" S85'17'32"E 22.82' C61 51.76' 268.50' 11'02'43" S72'20'21"W 51.68' C11 196.35 250.00' 45'00'00" N68'23'47"E 191.34' C28 40.66' 315.00' 7'23'48" N4'31'22"E 40.64' C45 7.71' 118.50' 3'43'35" N87'18'45"W 7.71' C62 8.91' 268.50' 1'54'05" S65'51'57"W 8.91' C12 162.48' 300.00' 31'01'52" N28'35'17"W 160.50' C29 224.20' 285.00' 45*04'18" N23'21'37"E 218.46' C46 39.35' 118.50' 19'01'38" N75'56'08"W 39.17' C63 104.69' 231.50' 25'54'34" S77'52'11"W 103.80' Lan O fu I O ru vs C13 47.52' 300.00' 9'04'33" N8'32'05"W 47.47' C30 93.87' 315.00' 17'04'29" N37'21'32"E 93.53' C47 44.51' 118.50' 21'31'08" N55'39'45"W 44.24' C64 9.13' 268.50' 1'56'57" N14'42'37"W 9.13' Land Surveying and Consulting C14 8.36' 201.00' 2'22'56" N78'07'07"E 8.36' C31 184.57' 235.00' 45'00'00" N68'23'47"E 179.86' C48 9.10' 118.50' 4'23'56" N42'42'13"W 9.10' 231 E. 5TH ST. C15 48.99' 250.00' 11*13'43" N19'21'00"W 48.92' C32 147.62' 315.00' 26'51'02" N30'40'42"W 146.27' C49 33.37' 81.50' 23'27'27" N77'26'48"W 33.13' MERIDIAN, ID 83642 0' 40' 80' 160' (208) 288-2040 fax(208) 288-2557 C16 31.77' 250.00' 7'16'51" N28'36'17"W 31.75' C33 69.32' 231.50' 17'09'23" N23'40'02"W 69.06' C50 35.87' 81.50' 25'12'50" N53'06'40"W 35.58' www.landsolutions.biz C17 59.33' 43.50' 78'08'30" S6'49'32"W 54.83' C34 25.04' 62.00' 23'08'28" S20'40'29"E 24.87' C51 51.18' 131.50' 22'18'05" S38'20'43"W 50.86' 1" - 80' SHEET 3 OF 5 JOB N0. 21-26 DAYSPRING SUBDIVISION NO. 2 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE POINT OF TANGENCY; STATE OF IDAHO THE OWNERS OF THE PROPERTY DESCRIBED AS FOLLOWS: COUNTY OF ADA � S.S. THENCE N 44°06'13" W A DISTANCE OF 145.15 FEET TO A POINT; A PARCEL BEING A PORTION OF THE NW1/4 AND THE NE1/4 OF SECTION 4, ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, THENCE N 89°06'13"W A DISTANCE OF 53.42 FEET TO A POINT; STATE PERSONALLY APPEARED RYAN HAMMONS, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: WEST INC, AN IDAHO CORPORATION, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF THENCE S 45°53'47" W A DISTANCE OF 13.39 FEET TO A POINT OF OWNERS"AND ACKNOWLEDGED TO ME THAT SAID CORPORATION EXECUTED THE SAME. COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE CURVATURE; NORTHWEST CORNER OF SAID NE1/4 OF SECTION 4, FROM WHICH AN IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN ALUMINUM CAP MONUMENT MARKING THE NORTHEAST CORNER OF SAID THENCE A DISTANCE OF 208.13 FEET ALONG THE ARC OF A 265.00 RADIUS THIS CERTIFICATE FIRST ABOVE WRITTEN. NE1/4 OF SECTION 4 BEARS S 89°18'45" E A DISTANCE OF 2638.44 FEET; CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 45°00'00" AND A LONG CHORD BEARING S 68°23'47" W A DISTANCE OF 202.82 FEET TO A THENCE S 23°14'52" W A DISTANCE OF 804.42 FEET TO A POINT ON THE POINT; SOUTHERLY BOUNDARY OF DAYSPRING SUBDIVISION NO. 1 AS SHOWN IN MY COMMISSION EXPIRES BOOK OF PLATS ON PAGES THROUGH RECORDS OF ADA THENCE N 0°54'25" E A DISTANCE OF 33.50 FEET TO A POINT; COUNTY, IDAHO, BEING THE POINT OF BEGINNING; THENCE N 0°49'28" E A DISTANCE OF 89.25 FEET TO A POINT; RESIDING AT THENCE LEAVING SAID SOUTHERLY BOUNDARY S 0°57'37" W A DISTANCE OF 561.85 FEET TO A POINT; THENCE N 38°26'04" E A DISTANCE OF 70.47 FEET TO A POINT; THENCE S 88°36'04" E A DISTANCE OF 833.19 FEET TO A POINT ON THE THENCE N 0°49'28" E A DISTANCE OF 311.47 FEET TO A POINT; NOTARY PUBLIC FOR THE STATE OF IDAHO CENTERLINE OF THE SKY PILOT DRAIN; THENCE S 89°10'32" E A DISTANCE OF 351.00 FEET TO A POINT; THENCE ALONG SAID CENTERLINE S 34°09'55" E A DISTANCE OF 73.80 FEET TO A POINT MARKING THE NORTHEASTERLY CORNER OF TRICIA'S THENCE N 0°49'28" E A DISTANCE OF 538.30 FEET TO A POINT ON SAID CROSSING SUBDIVISION, AS SHOWN IN BOOK 90 OF PLATS ON PAGES 10615 SOUTHERLY BOUNDARY OF DAYSPRING SUBDIVISION NO. 1; THROUGH 10617, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG SAID SOUTHERLY BOUNDARY THE FOLLOWING DESCRIBED THENCE ALONG THE NORTHERLY BOUNDARY OF SAID TRICIA'S CROSSING COURSES: SUBDIVISION N 89'25'11" W A DISTANCE OF 3.11 FEET TO A POINT MARKING THE NORTHWEST CORNER OF SAID TRICIA'S CROSSING SUBDIVISION; THENCE N 52°00'18" E A DISTANCE OF 12.64 FEET TO A POINT; THENCE ALONG THE WESTERLY BOUNDARY OF SAID SUBDIVISION S 0°11153" THENCE N 77°12'20" E A DISTANCE OF 69.00 FEET TO A POINT; W A DISTANCE OF 489.25 FEET TO A POINT; THENCE S 89°02'23" E A DISTANCE OF 35.41 FEET TO THE POINT OF THENCE LEAVING SAID WESTERLY BOUNDARY N 89°10'26" W A DISTANCE OF BEGINNING. 131.14 FEET TO A POINT; THIS PARCEL CONTAINS 17.88 ACRES, MORE OR LESS. THENCE N 89°10'32"W A DISTANCE OF 37.00 FEET TO A POINT; IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE THENCE N 0°49'28" E A DISTANCE OF 15.69 FEET TO A POINT; ABOVE-DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS THENCE N 89°10'32"W A DISTANCE OF 407.00 FEET TO A POINT; AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC; HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC THENCE S 58°07'22" W A DISTANCE OF 35.65 FEET TO A POINT; UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS PLAT, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF THENCE N 89°10'32"W A DISTANCE OF 128.62 FEET TO A POINT; SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF THENCE S 76°15'51" W A DISTANCE OF 37.00 FEET TO A POINT A POINT OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS WITHIN THIS CURVATURE; SUBDIVISION. THENCE A DISTANCE OF 5.47 FEET ALONG THE ARC OF A 231.50 RADIUS THE OWNERS HEREBY CERTIFY THAT SURFACE WATER FOR IRRIGATION IS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 1°21'12" AND A REASONABLY AVAILABLE, PER SECTION 67-6537, IDAHO CODE, AND THAT LONG CHORD BEARING N 14°24'45"W A DISTANCE OF 5.47 FEET TO A POINT; THEY ARE IN COMPLIANCE WITH SECTION 31-3805, IDAHO CODE. THENCE S 76°05'03" W A DISTANCE OF 133.02 FEET TO A POINT; IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS THIS DAY OF , 20 . THENCE S 72°44'49" W A DISTANCE OF 34.22 FEET TO A POINT A POINT OF CURVATURE; TOLL WEST INC THENCE A DISTANCE OF 72.88 FEET ALONG THE ARC OF A 315.00 RADIUS CERTIFICATE OF SURVEYOR CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 13°15'23" AND A LONG CHORD BEARING S 10°37'30" E A DISTANCE OF 72.72 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF IDAHO, AND BY RYAN HAMMONS, DIVISION PRESIDENT THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THENCE S 86'00'11"W A DISTANCE OF 30.00 FEET TO A POINT TO A POINT OF THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CURVATURE; CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE A DISTANCE OF 0.61 FEET ALONG THE ARC OF A 285.00 RADIUS 0 Np,LLANp CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 0°07'20" AND A �c�� G%ST4 LONG CHORD BEARING N 4°03'29" W A DISTANCE OF 0.61 FEET TO A POINT; o�v THENCE N 51°54'35" W A DISTANCE OF 44.11 FEET TO A POINT OF CLINTON W. HANSEN a 1 1 1 18 m CURVATURE; PLS 11118 n� 9r THENCE A DISTANCE OF 8.77 FEET ALONG THE ARC OF A 211.00 RADIUS �7i�, F OF �5 CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 2°22'56" AND A ON W• NP LONG CHORD BEARING S 78°07'07" W A DISTANCE OF 8.77 FEET TO A POINT; THENCE N 10°41'25" W A DISTANCE OF 20.00 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 7.94 FEET ALONG THE ARC OF A 191.00 RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 2°22'56" AND A LONG CHORD BEARING N 78°07'07" E A DISTANCE OF 7.94 FEET TO A POINT; THENCE N 24°19'54" E A DISTANCE OF 45.14 FEET TO A POINT OFL �j ccw �� 1 ti i t 01 .. , CURVATURE; Land Surveying and Consulting THENCE A DISTANCE OF 108.30 FEET ALONG THE ARC OF A 285.00 RADIUS 231 E. 5TH ST. CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 21°46'19" AND A MERIDIAN, ID 83642 LONG CHORD BEARING N 33°13'04" W A DISTANCE OF 107.65 FEET TO A (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 21-26 SHEET 4 OF 5 DAYSPRING SUBDIVISION NO. 2 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, 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. APPROVAL OF CITY COUNCIL THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 N Po 2 PLS 11118 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT /yTF OF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY �T01V W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 rJr 10 1 t i 1 0 1 C�� Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST. MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 21-26 SHEET 5 OF 5