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HomeMy WebLinkAboutSignature Sheet(s) DAYSPRING SUBDIVISION NO. 3 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 NOTES POINT OF COMMENCEMENT 2OZG CP&F CP&F 1-UNLESS OTHERWISE SHOWN AND DIMENSIONED, LOTS ARE 2022-013694 11011 F CP&F HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR 32 33 W. USTICK ROAD 2016-068528 PUBLIC UTILITIES,DAYSPRING SUBDIVISION HOMEOWNERS T4N _ _ _ S89'19'04"E 2638.34' 33 ASSOCIATION INC.PRESSURE IRRIGATION,AND LOT DRAINAGE T3N - - - _ - SECTION LINE _pw - - - - - - S89'18'45"E 2638.44- - T4N 33 34 OVER THE TWENTY-ONE(21)FEET ADJACENT TO ANY PUBLIC 5 4 u - - - - - STREET,THE FIVE(5)FEET ADJACENT TO INTERIOR LOT LINES, I 4 T3N V4 3 AND THE TEN(10)FEET ADJACENT TO REAR LOT LINES OR SUBDIVISION BOUNDARY.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. I 2-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF �s DAYSPRING SUBDIVISION NO. 2 THE RESUBDIVISON. s __ N58°07'22"E 3-THE LANDS INCLUDED IN THIS PLAT ARE LOCATED IN THE F BOOK___, PAGES ________ _ ________ 35.65' + » , S0°49'28"IN NAMPA&MERIDIAN IRRIGATION DISTRICT SERVICE AREA S89°10 32 E 407.00 15.69' (208-466-7861)AND SETTLERS IRRIGATION DISTRICT 0066> \ + c> �2 S89°10'32"E 128.62' + » , (208-344-2471). IRRIGATION WATER HAS BEEN PROVIDED TO S89'10 27 E 168.14 EACH LOT THROUGH A PRESSURE IRRIGATION DELIVERY Z 1 Q� SYSTEM WHICH HAS BEEN APPROVED PURSUANT TO SECTION N72°44 49 E N�6°QGJ O O3 ® 22 31-3805(4), IDAHO CODE. LOTS WITHIN THE SUBDIVISION WILL BE Uj 34.22 19 ENTITLED TO IRRIGATION WATER RIGHTS AND/OR SHARES AND INDIVIDUAL LOTS WILL REMAIN SUBJECT TO ASSESSMENTS 01 ® O FROM THE APPLICABLE IRRIGATION ENTITIES,TO BE PAID U5 I THROUGH FEES ASSESSED BY THE HOMEOWNERS m BLOCK 13 ASSOCIATION.ALL UNPAID IRRIGATION ENTITY ASSESSMENTS ARE A LIEN ON THE LAND. 1 18 ® O 21 4-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS POINT OF Ll SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE BEGINNING n O9 ZONING REGULATIONS OF THE CITY OF MERIDIAN. 1 41 O5 5-MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR © DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT O Z OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN 4 � IRRIGATION/DRAINAGE ENTITY. 10 17 © Oj o 0 6-BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 20 m INCHES ABOVE THE ESTABLISHED NORMAL HIGH BLOCK 11 cn `n I GROUNDWATER ELEVATION. Z mo 7-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO BLOCK 14 r CD CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL Q I 11 16 7 3 o OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF O O ® of CL SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ix r- v p ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING I— " 1 '2 O 19 cn rn 0' 40' 80' 160' NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN p M J ¢ ¢ Y OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE BLOCK 13 3 3 O C5 m OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT L J w 12 W� 1" = 80' THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS U M I N 15 ® Z O > OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE n RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF v'I PjjEQ Raw o w ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR I Nw��4 4�j3N/ Z 3 18 w LEGEND EXPANSION THEREOF. m 8-LOTS 10,20 AND 24, BLOCK 11;LOTS 6 AND 14,BLOCK 12;LOT 3 13 14 Og 10 Z ® FOUND ALUMINUM CAP MONUMENT 5,BLOCK 13;AND LOT 9, BLOCK 14 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE DAYSPRING SUBDIVISION C9 z BLOCK 12 FOUND BRASS CAP MONUMENT HOMEOWNERS ASSOCIATION OR ITS ASSIGNS. SAID LOTS ARE I Q COVERED BY BLANKET EASEMENTS FOR PUBLIC UTILITIES, FOUND 5/8" REBAR WITH PLS 11118 N gO m 17 © - ® DRAINAGE,AND DAYSPRING SUBDIVISION HOMEOWNERS PLASTIC CAP, OR AS NOTED ASSOCIATION PRESSURE IRRIGATION. ��F, 0 14 Z 13 0 11 SET 5/8" REBAR WITH PLS 11118 9-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A 10 V4e ® PLASTIC CAP DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN - - RECORDEIDAH INSTRUMENT NO. RECORDS OF ADA SECTION LINE 1 16 CENTER LINE 10-A PORTION OF LOTS 16, 17 AND 18, BLOCK 11;LOTS 5,6,7,20 w SUBDIVISION BOUNDARY LINE AND 21,BLOCK 12;LOTS 5, 10, 11, 12 AND 13, BLOCK 13;AND 00 11 12 LOTS 8,9 AND 10, BLOCK 14 ARE SERVIENT TO AND CONTAIN 0 orn W. BELLE MEAD DRIVE LOT LINE THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE ccip O7 ADJACENT PROPERTY LINE SYSTEM.THESE LOTS ARE ENCUMBERED BY THAT FIRST Z AMENDED 18 MASTER LOT NUMBER EASEMENT RECORDED ON NOVEMBER 10,2015 AS INSTRUMENT 2, 15 NO.2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND w StQ°S� 12 13 SURVEY TIE LINE 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 THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION NO°49'28"E ( 23 14 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE 1 24 89'J OPERATION AND MAINTENANCE OF THE STORM WATER BLOCK 11 ® DRAINAGE SYSTEM. W. RIDGESIDE STREET 11-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT TEMPORARY LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. RECORDS OF ADA ^� COUNTY, IDAHO. 12-THIS DEVELOPMENT IS SUBJECT TO THE DECLARATION OF OCOV COVENANTS,CONDITIONS AND RESTRICTIONS TO BE 10 RECORDED IN ADA COUNTY, IDAHO,AND AS MAY BE AMENDED. I 20 lg 18 17 16 15 14 13 12 11 2 21 O oNPL LA ND s 1 N76 p4'Sg» BLOCK 11 ���S��G\ST£,Q�G,p� W 40 9332' N89'16'15"W 156.66' ' '+ ' CLINTON W. HANSEN O N89°10 32 W 734.13 a 1 1 1 18 5 4 - - - - - �Np�P���� �Np�P(�E� 102 51375 PLS 11118 N� PO = W1/4 S89'22'15"E 2644.78' - - - - C1 4 - - - - - - - - - - - - - - - 4 3 �j� TF OF CP&f / S89'22'15"E 2644.29' 1/4 SECTION LINE � �QIV W.\.0- 2022-087286 FOUND 5/8" REBAR E1/4 W/CAP NO. 4998 I M Lo � i 4;; f) :I- h "0 041 O cn CURVE TABLE LINE TABLE Lan I U*%W I rus SURVEYOR'S NARRATIVE CURVE LENGTH RADIUS DELTA BEARING CHORD LINE LENGTH BEARING Land Surveying and Consulting THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED 4 Cl 72.88' 315.00' 13*15'23" N10'37'30"W 72.72' Ll 30.00' N86'00'11"E 231 E. 5TH ST. TIES TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED S1 4 MERIDIAN, ID 83642 SUBDIVISION BOUNDARY OF DAYSPRING SUBDIVISION NO.2, TRICIA'S / C2 5.47' 231.50' 1'21'12" S14'24'45"E 5.47' L2 37.00' N76'15'51"E 208 288-2040 fax 208 288-2557 CROSSING SUBDIVISION, INFORMATION FROM RECORD OF SURVEY NUMBERS 9 4161,4250,6972,8879,8880,8965, 13137,AND CURRENT DEEDS OF RECORD. CP&F C3 65.12' 285.00' 13'05'33" N7'22'14"E 64.98' L3 5.23' N89'08'45"W www.landsolutions.biz THE SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE 2017-029028 RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR C4 23.98' 285.00' 4'49'17" Nl'35'10"W 23.98' L4 5.22' S89'10'32"E SHEET 1 OF 4 THIS SUBDIVISION SHOWN HEREON. JOB NO. 21-26 DAYSPRING SUBDIVISION NO. 3 BOOK , PAGE I SO°49'28"W S89°10 32 E 407.00 DAYSPRING SUBDIVISION N0. 2 15.69'��� 120.00'- - , 18.50 18.50' -120.00' - BOOK___, PAGES ________ _ ---------- �2 S89°10'32"E 128.62' �`' 1 f - 130.00'- S89°10'27"E 168.14' N _ 9 � „� �33OZ 18.501a•5� \ 3 o 14 to �j10' 0 18.50'118.50' - N� 2�k Z2 �� N c� o �I 19 t o 0 0 ^I 9,00000 SF ^ I ^ 9,00000 SF ^ o f 9,750 SF J w IcD 'n o �n I N 7,993 SF I I � I o I S89'10'32"E 120.00'] 1 o o 21' LS89'1O'32"E 120.01' I ,,, I -S89'10'32"E - - �J -S89'10'32"E - I CD o0 \\ 0 11,707 SF 18.5' 18.5' - - � � BLOCK 13 f- 120.00' - �- - - 130.00' - I 31sa SF \ l\ I 1 04 o _ 1 21 :1 II o o 00 I �- 1-+S89'1032E 120.00 -�M I N �Boo SF -) N z ^ 9,oOsF "� 1 `� O � ° 21 o I 2 L S89.10'32"E 132.23' ^ ^ 9,000 SF ^ 0 9,750 SF n I L1 I � I I o I I � 500'15.00' I 0 49' X 131' o I 13' Z 9 o S89'10'32"E 120.00' - S89'10'32"E 120.00' I - _) _ - 0' �" a' 22,4s1 SF SEE NOTE 10 M b O ta_2 130.00'--- --- I00238' X 30' S89'10'32"E 250.00' 0 1N1032E 120.00 45,n4 sF o i * * ©5,000 SF om o___ �, SEE NOTE 10 S89'10'32"E 250.00' 0 S89'10'32"E 120.00' I 04 m l ACHD DRAINAGE 15' j 15' I S89'10'32°E 120.00' I --� -120.DO'---�- -T --130.00'--- - 0 ® N co EASEMENT INST. No. _ I 10'y 18.5'118.5' o Z o_ 18' 10 `o I Lo 17 to p 6 o Cl 0 I 17,951SF (� (n --------------- CAD Lo 7,800 SF CD Lo L6 � 7,800 SF o I 7,800 SF I o I (D I 7 BOSF � ^ I � O O o I � � 9,150 SF ^ I C/7 C)j ---------- 1 S89'10'32"E 120.00'J I ¢ L S89'10'32"E 120.00' S89.10'32"E 120.00'1 1 L BLOCK 11 a Y_ 3 S89-10'32"E 120.00' I c2 m BLOCK 14 ¢ - I - - - - -S89'10'32"E 130.00'J " 1 3' - - - - _ I S8910 32 E 133.71'- ----------------- 3 i c0 11 c I Z 16 to 0 I - t b o I o b I to 7,800 SF cD cD 'n ui O o o ® I Z Q 7,800 SF `D of 7,800 SFLri CD � n LINE TABLE " I m BLOCK 13 ¢ I 380o SF 0 0 19 o Q 0 30 60' 120 n I o S89'1032 E- 120.00'� i z LS89'1032"E 120.00' -J o S89'10'32"E 120.00'� 31 Lo^ 9,75o sF I ^ 3 I00 3' LINE LENGTH BEARING I,' I � ,on N �- - I U I S89'10'32"E 120�00'- i o I L1 30.00' N86'00'11"E 1" = 60' N �- O Z I O of cF I ^ M J -S89'10'32"E 130.00' m o o L2 37.00' N76'15'51"E IiJ I ,� o 12 0 I M o 15 0 o 0 3 I o o - - - - - W I LLI N 16,124 SF " oo I w c 7,800 SF o I �80o SF Lo ® .I o ( o I- Wu-i I �, L3 5.23 N89'08 45 W 7,800 SF cD Z 1 cD 7,800 SF (o m I a, ^ I 13' -`" 00 z o L4 5.22' S89'10'32"E 1 0 I M t o S89'10'32"E- 120.00'J I N 21I L S89'10'32"E 120.00' -J o S89'1 O'32"E 120.00' Cr o I N z M z O0 o S89'10'32"E 120.00'J � L 0 18 o rl- m 0 C) �- - - - - � I I N - - - - �o ^ 9,750 SF ^ I -S89'1 O'32"E 135.02'- 8' o J � BLOCK 12 I �- 13 t o I o f 14 10 0l t o I o l l 1� - -s8s7o'32"E 130.00'-� ;� *SEE PAGE 1 FOR NOTES* I 7,800 SF m I to 7,800 SF c`oo w `n O � 10 o w - �I 7,800 SF 1 m I cD Q0 ACHD DRAINAGE 1 N -10 I °�,° I 380o SF �, EASEMENT INST. No. - S89'10'32"E 120.00'� �S89'10'32"E 120.00' 1 13' I s891 o'32"E 120.oo' t o o f t o LEGEND t o - - - o S89'10'32'E 120.00' z - `� a Z - - - - 1 22,4511 SF 11 I I 21 ^ 6 b r _ _ , � � 9,750 SF o I N 16,2807 SF ___ __ J- 0 14 o 00 13 o CD b - I _ �10' I ® FOUND 5/8" REBAR WITH PLS 11118 15' 115' �I �80o SF o I �80o SF � �8000sF o I o 11 �o -S89'10'32"E 130.00' o PLASTIC CAP, OR AS NOTED Ln 380o SF _ _ I N FOUND 1/2" REBAR WITH PLS 11118 _t - - - 21 18.5 1 18.5 �y 1 - - - - 18.5' 18.5' PLASTIC CAP, OR AS NOTED 4j tK I 4- - - 1 S89'1 O'32"E 120.00' S89'1 O'32"E 120.00'1 1 1 1 1 L S89'10'32"E 136.33' - ^� S89'1O'32"E 120.00' Z I ""o S89'10'32"E 120.00' �� I - - I SET 5/8" REBAR WITH PLS 11118 - / W I L4 �2,�2� - - - 91.72' - k� � o - - �- - - - Col 16 o I r PLASTIC CAP 'a< i w o I �' 1 o o I o o ^ s,75o SF ^ I O SET 1/2" REBAR WITH PLS 11118 co I I `� �� �• I w 13' u-i u'i I z � NW. BELLE MEAD DR.- 11 o ' 12 0 1 PLASTIC CAP W i o " `-' S89'10'32'E 246.00' � �, 80o SF 7800 SF co " 21' N ao m - - - - - - - - - - - -- 21' I -S89'1O'32 E 130.00'-1 - - CENTER LINE z l � a o 58.00' 188.00' I "' " - - I o Q I z ocy) N 1 N o S89'10'32 E 120.00 I 1 �S89'10'32"E 120.00' + �- - - o oo PUBLIC UTILITY, PRESSURE w I N I N S X I - - - 1 N 16,439 SF IRRIGATION AND LOT DRAINAGE o I sr s � I 0 0 o I EASEMENT LINE z Q 5 0� 91.72' x'j�;c�6, �0 5 o `' o°'� - - - - - - 45,174 SF o 12 to 0 15 I 10'y ACHD PERMANENT EASEMENT F_z Qj Q , �' ��� `� I Lo co O 'ri o� 13 o ^ INST. NO. - _ ,ri I co 10,399 SF S89'10'32"E 120.00' � 7,800 SF I 7,800 SF to I 21' �23 1 N 18.5' 18.5' 0' 1 L S89.10'32"E 137.64' - ACHD STORM WATER DRAINAGE EASEMENT 00 I - S89.10'32"E 120.00' 18.5'I 18.5' 1 - -120.00'- - J I - 129.32' °-° - - - - - - LINE, SEE NOTE 10 OR AS NOTED NO°49'28"E 15 15 `� 0 3 � - - _l v I - EASEMENT LINE AS NOTED --- -- L © \ o - - - - - + - - - - - - - - ��, I �� � - - - S89'1032"E 249.32' / , I 24.89 I ^ 9,259 SF 213.50' �°� j, 0 14 726 SF - - c,`� / SUBDIVISION BOUNDARY LINE 1 � 20 \09 ���,��^� s�s��� - - -193.50' - - G�� 7 �/ LOT LINE ACHD DRAINAGE BLOCK 11 9 - 257.00' o �, --®- - 237.00' C6 v� EASEMENT INST. NO. o L -S89'10'32"E 126.66'- - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ �_ , o o ADJACENT PROPERTY LINE - - - - �'� � N89.10'32"W 494.00' W. RIDGESIDE STREET � / 3819 SF 1 I C4 c o 18 LOT NUMBER o C13 33.16' 65.00' 44.34' 1 65.00' 65.00' 65.00' 65.00' 65.00' 26.50' rn 0000 of _ r� - - - - - - - - - - _ 18, w o © c � - - - - - - - - - - - - - - - - - - 15'1 15' // C 8,233 SF - NCD CD - / N - b - - - - - - S89'10'32"E 138.74'- N W 1 1g / `" o o *SEE o 00 00 o0 000 o � w - - - - - - 00 c z L -S89'1O'32"E 126.66'- NOTE 10* o `r' N N L LA � � � � / °° oP Ns � - - - - - 19 !� 18 w 17 16 15 14 13 12 11 z �5� GISTFR Z 2 4©SF o 7,881 SF 7,800 SF 5,321 SF 00 Ocy) ado 7,8000 SF 3 7,8000 SF O O F <C N N 7,800 SF 7,800 SF = 3 ao 0 o N N cp ap 7,800 SF 00 7,946 SF N 1 D M O r7 Q -C 5.0 / Lo 8,2191 SF U-i 20 Z Z o `� CLINTON W. HANSEN a 1 1 1 1 8 4,461 SF 3,472 SF rn p'1$pp cD 4,202 SF i o o 0 oLn 633 �10' 5 - - - - BLOCI 11 - -- PLS 11118 Nj, I- o � 3 - ��i� TF 0 F V0 N76 04' 126.66'- 30.00' 65.00' 65.00' 44.34' 1 65.00' 65.00' 65.00' 65.00' 65.00' 65.00' 30.00' �' 5g W 93 32' 139.79' pN W NP N89'16'15"W 156.66' CITY OF MERIDIAN SEWER EASEMENT ACHD DRAINAGE EASEMENT INST. N0. _--- N89°10'32"W 734.13' INST. NO. --------- CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLE CURVE TABLELa o I a � 0 1 ,, CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD CURVE LENGTH RADIUS DELTA BEARING CHORD �f -7 C1 72.88' 315.00' 13*15'23" N10'37'30"W 72.72' C6 26.51' 315.00' 4*49'17" N1'35'10"W 26.50' C11 30.45' 68.50' 25'28'25" S11'54'44"E 30.20' C16 66.71' 68.50' 55*48'10" N28'43'33"E 64.11' C21 58.83' 231.50' 14'33'37" N6'27'20"W 58.67' Land Surveying and Consulting C2 5.47' 231.50' 1*21'12" S14'24'45"E 5.47' C7 68.55' 300.00' 13.05'33" N7'22'14"E 68.40' C12 44.03' 68.50' 36.49'38" S43.03'46"E 43.27' C17 42.93' 31.50' 78.05'29" N51.46'43"E 39.69' C22 2.50' 268.50' 0.32'01" NO'33'28"E 2.50' 231 E. 5TH ST. MERIDIAN, ID 83642 C3 65.12' 285.00' 13'05'33" N7'22'14"E 64.98' C8 71.98' 315.00' 13'05'33" N7'22'14"E 71.82' C13 33.12' 68.50' 27'41'57" S75'19'34"E 32.79' C18 6.55' 31.50' 11'54'31" N6'46'43"E 6.54' C23 64.30' 231.50' 15'54'49" N7.07'56"W 64.09' (208)288-2040 fax (208)288-2557 C4 23.98' 285.00' 4'49'17" N1'35'10"W 23.98' C9 78.54' 50.00' 90'00'00" S44'10'32"E 70.71' C14 78.54' 50.00' 90'00'00" N4549'28"E 70.71' C19 63.53' 250.00' 14'33'37" N6'27'20"W 63.36' www.landsolutions.biz C5 25.24' 300.00' 4'49'17" N1'35'10"W 25.24' []�49.48' 31.50' 90'00'00" S44'10'32"E 44.55' C15 40.88' 68.50' 34*11'50" N73'43'33"E 40.28' LC20 65.73' 268.50' 14.01'36" N6'43'21"W 65.57' SHEET 2 OF 4 JOB N0. 21-26 DAYSPRING SUBDIVISION NO. 3 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE PROPERTY DESCRIBED AS FOLLOWS: STATE OF IDAHO COUNTY OF ADA � S.S. A PARCEL BEING A PORTION OF THE NW1/4 AND THE NE1/4 OF SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: ON THIS DAY OF , 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED RYAN HAMMONS, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE NORTHWEST CORNER OF SAID NW1/4 OF SECTION 4, FROM WHICH A 5/8" DIAMETER WEST INC, AN IDAHO CORPORATION, THE PERSON WHO EXECUTED THE FOREGOING "CERTIFICATE OF REBAR WITH AN ILLEGIBLE CAP MARKING THE SOUTHWEST CORNER OF SAID NW1/4 OF SECTION 4 BEARS S 0°53'34" W A DISTANCE OF 2702.84 FEET; OWNERS"AND ACKNOWLEDGED TO ME THAT SAID CORPORATION EXECUTED THE SAME. THENCE S 47°54'55" E A DISTANCE OF 3006.72 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF DAYSPRING SUBDIVISION NO. 2 AS SHOWN IN IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN BOOK OF PLATS ON PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO, BEING THE POINT OF BEGINNING; THIS CERTIFICATE FIRST ABOVE WRITTEN. THENCE ALONG SAID SOUTHERLY BOUNDARY THE FOLLOWING DESCRIBED COURSES: THENCE ALONG SAID SOUTHERLY BOUNDARY N 86°00'11" E A DISTANCE OF 30.00 FEET TO A POINT OF CURVATURE; MY COMMISSION EXPIRES THENCE A DISTANCE OF 72.88 FEET ALONG THE ARC OF A 315.00 RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 13°15123" AND A LONG CHORD BEARING N 10°37'30" W A DISTANCE OF 72.72 FEET TO A POINT; RESIDING AT THENCE N 72°44'49" E A DISTANCE OF 34.22 FEET TO A POINT; THENCE N 76°05'03" E A DISTANCE OF 133.02 FEET TO A POINT OF CURVATURE; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE A DISTANCE OF 5.47 FEET ALONG THE ARC OF A 231.50 RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 1°21'12" AND A LONG CHORD BEARING S 14°24'45" E A DISTANCE OF 5.47 FEET TO A POINT; THENCE N 76'15'51" E A DISTANCE OF 37.00 FEET TO A POINT; THENCE S 89°10'32" E A DISTANCE OF 128.62 FEET TO A POINT; THENCE N 58°07'22" E A DISTANCE OF 35.65 FEET TO A POINT; THENCE S 89°10'32" E A DISTANCE OF 407.00 FEET TO A POINT; THENCE S 0°49'28" W A DISTANCE OF 15.69 FEET TO A POINT; THENCE S 89°10'27" E A DISTANCE OF 168.14 FEET TO THE SOUTHEAST CORNER OF SAID DAYSPRING SUBDIVISION NO. 2 SUBDIVISION ; THENCE LEAVING SAID SOUTHERLY BOUNDARY AND ALONG THE WESTERLY BOUNDARY OF TRICIA'S CROSSING SUBDIVISION AS SHOWN IN BOOK 90 OF PLATS ON PAGES 10615 THROUGH 10617, RECORDS OF ADA COUNTY, IDAHO, S 011'53" W A DISTANCE OF 791.35 FEET TO A POINT; THENCE LEAVING SAID WESTERLY BOUNDARY N 89°10'32"W A DISTANCE OF 734.13 FEET TO A POINT; THENCE N 89'16'15" W A DISTANCE OF 156.66 FEET TO A POINT; THENCE N 76°04'59" W A DISTANCE OF 93.32 FEET TO A POINT; THENCE N 13°55'01" E A DISTANCE OF 83.82 FEET TO A POINT THE BEGINNING OF A TANGENTIAL CURVE; THENCE A DISTANCE OF 65.12 FEET ALONG THE ARC OF A 285.00 RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 13°05133" AND A LONG CHORD BEARING N 7°22'14" E A DISTANCE OF 64.98 FEET TO A POINT OF TANGENCY; THENCE N 0°49'28" E A DISTANCE OF 24.89 FEET TO A POINT TO A POINT; THENCE N 44°10'32" W A DISTANCE OF 53.42 FEET TO A POINT; THENCE N 89°08'45" W A DISTANCE OF 5.23 FEET TO A POINT; THENCE N 0°49'28" E A DISTANCE OF 58.00 FEET TO A POINT; THENCE S 89°10'32" E A DISTANCE OF 5.22 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE N 45°49'28" E A DISTANCE OF 53.42 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 THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THENCE N 0°49'28" E A DISTANCE OF 315.99 FEET TO THE BEGINNING OF A TANGENTIAL CURVE; 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. THENCE A DISTANCE OF 23.98 FEET ALONG THE ARC OF A 285.00 RADIUS CURVE LEFT, SAID CURVE HAVING A CENTRAL ANGLE OF 4°49'17" AND A LONG CHORD BEARING N 1°35'10" W A DISTANCE OF 23.98 FEET TO THE POINT OF BEGINNING. \'3Np,1_LAIVO 5� � ,Q�GAL THIS PARCEL CONTAINS 17.36 ACRES, MORE OR LESS. G 1 S T£ o�v O �� IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE THE ABOVE-DESCRIBED PROPERTY IN THIS PLAT AND TO DEDICATE TO THE CLINTON W. HANSEN a 1 11 18 0 PUBLIC THE PUBLIC STREETS AS SHOWN ON THIS PLAT. THE EASEMENTS AS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC; PLS 11118 HOWEVER, THE RIGHT TO USE SAID EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS DESIGNATED WITHIN THIS Y9 QP lv= PLAT, AND NO PERMANENT STRUCTURES ARE TO BE ERECTED WITHIN THE LINES OF SAID EASEMENTS. ALL LOTS WITHIN THIS PLAT WILL BE �7i�, F OF �5 ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS (N W. NP' WITHIN THIS SUBDIVISION. THE OWNERS HEREBY CERTIFY THAT SURFACE WATER FOR IRRIGATION IS REASONABLY AVAILABLE, PER SECTION 67-6537, IDAHO CODE, AND THAT THEY ARE IN COMPLIANCE WITH SECTION 31-3805, IDAHO CODE. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS THIS DAY OF 20 . TOLL WEST INC tit j s, BY RYAN HAMMONS, DIVISION PRESIDENT Land Surveying and Consulting 231 E. 5TH ST. MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 21-26 SHEET 3 OF 4 DAYSPRING SUBDIVISION NO. 3 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 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 4 OF 4