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HomeMy WebLinkAboutCC - Plat - 02-07-19NOTES I- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. 3- ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISON. 4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM, TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. 8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT -TO -FARM, WHICH STATES THAT 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 NON-AGRICULTURAL 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 PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF. 9- LOT 2, BLOCK 9; LOT 2, BLOCK 1 1; LOTS 1 & 6, BLOCK 18; LOT 1, BLOCK 19; LOTS 14 & 19, BLOCK 20; LOT 1, BLOCK 21 AND LOT 1, BLOCK 22 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. 10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. I I- LOT 2, BLOCK 9, LOT 6; BLOCK 18; LOT 1, BLOCK 19; LOT 14, BLOCK 20 AND PORTIONS OF LOT 1, BLOCK 18 AND LOT 19, BLOCK 20 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT 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 NUMBER 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 THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. 12- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED AS INSTRUMENT NO. . RECORDS OF ADA COUNTY, IDAHO. LEGEND FOUND BRASS CAP MONUMENT FOUND 1/2" REBAR WITH PLS 1 1 1 18 PLASTIC CAP, OR AS NOTED FOUND 5/8" REBAR WITH PLS 1 1 1 18 PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 1 1 1 18 PLASTIC CAP SET 5/8" REBAR WITH PLS 1 1 1 18 PLASTIC CAP CALCULATED POINT, NOT SET LOT NUMBER SECTION LINE CENTER LINE PUBLIC UTILITY, PRESSURE IRRIGATION AND LOT DRAINAGE EASEMENT LINE, SEE NOTES 1 & 2 ACHD STORM WATER DRAINAGE EASEMENT LINE, SEE NOTE 11 ACHD PERMANENT SIDEWALK EASEMENT LINE PER INSTRUMENT NO. SUBDIVISION BOUNDARY LINE LOT LINE ADJACENT PROPERTY LINE THE OAKS NORTH SUBDIVISION NO. 3 LOCATED IN THE WZ OF THE SE'AND THE NE' OF THE SW' OF SECTION 28, TAN., R.1 W., B.M., MERIDIAN, ADA COUNTY, IDAHO 2019 UNPLATTED BOOK PAGE , ? NO CAP ' CE 1 /16 LO Ui N75°33'47"E Z 47.00' 132.64' w S89`g2910 BLOCK 22 N14°26'13"W 14.00' s26"E C49 L35 Q, c° L34 r) 0 50 100 20000 G 655 4 1260 sf , , / 3 C50 L39 CP&F INST. N0. 2015-014105 Z ' 00 543 C 1/4 c� N��j°�J�J 1 583• 53� 4l"� w 00�P�\P 19 39827 sf N o j 5 N89'22'25"W 147.23' FOUND IRON PIPE 2� 30 87.49'- 59.74' SEE SHEET 2 OF 4 FOR g�oCK / 599 9a �g5so - LINE & CURVE DATA �24 vry�25 ' / 41"w 563.91' �83 g3 11 18080 sfCO Oro �� C9 5192 5' 12 M� 0; N6�o o•�' 22025 sf 14 b� 13090 sf n M 13075 sf ,34„C �a5.94 ��/ Cho Gy1 3622„� g5od� B ocK 20 o ioo 12055 sf Z I� o, 571a ` �2 G� ,' ems. N� �0� �a - �� is \ �? 15 �I N z I� c2o 11569 sf ` �F 17 �� �� S89'22'25"F� _rn 5�0 • i 0 11178 sf o w z 6286 sf 5� - 39.36' �`` L2°� -' C�61 ��g06 �\i-D \ 12016 sf �\ _ g 8.45 �- 83.00' 83.00' w Gtiti `SS' 106.26' cri 41923 sf i LL``���• �6, 18 �r'66� `� 5261 C25 IJIC24 W COUCH _ _ - w C2 ® o BLOCK 11 L18 7, �,�. >�- 13395 sf 4'O6 \ pp N830"E 239 79 10588 sf 00 I 00 �,/1433 41 55 ' 15.55� A vc S�2�5"E O 8555M 2310.45 - F �2 131.98' © w 23.5 23.5' _ �j o 14766 sf ����y5 L 16 G�`� 43 g0 �16 p0 '� M rn 12310 sf sf ► o O L cr La / z O3 12402 sf ^ rn 11558 sf i� CD c:Dr, 14926 sf w ^ 10521 sf 00 o '\Q0 ''�, / �� \� �s 14294 sf � =, GOg � � � 8529 sf � � Z � z � z � o � S�9'2�5"E BLOCK 19 131.50' 10544 sf c° �� _ N89'27 32"E _ i J S89'22 25°E _ J I �' o © o coI �p�� i� 2 G� G� �f� �J`r6�16.01 I ¢ .. 10520 sf � r' 04 5� � G.Z. �� �� 85.02'-� �85.02' �85.00'�-98.50' o o N} ��S , 13766 sf OJ L13 rrj ��,, i14.43 35„E 15° 44 I w �i SSaS17 25"E J G v's > F 622 o t1 10 -5 90 ® N _ vi vP 4j� �F Nl wl wl w wl I w i J k 1\ A6y y0 ?�S o '' .� O o � 131.50' G ? V� d'j cs 12 M o M ^ M o M o "' I O 83'\ G51 r<v �S' / $ ��� �'c>>, L,9. \�! 12865 sf ^� ao 10957 sf n 11104 sf n 11177 sf n `n 12753 sf I OJp of 5 0 1 O cP• 5 > o 0 0 0 10520 sf o L; ems, 7 VO ^0� 18113 �f �`1 �� 9709 sf �'�' z �' z z z Z °O 00<11 rr �, 'p ( "� ;• L 1 5I 29'2�5 E -1 00�. ��06 ti� \1-0 5� \� 21370 sf � �o M C43 21 Z' - J -J _ o r0 �L/ 1\ F p ,p c� 77.58' 85.00' 85.00' 85.00' 78.50' ` I 13L50' O2 �56o pp 1 p gyp.-`� `�Ss, ` o `� GCB n O (/7 4 N. 28 \ �, a„� L�/�), o � _ _ _ _ _ S89'2225 E_476.32' _ _ _ _ N_ _ �z`' of CD o �1390 sf > 1 41 C C3400" Op. C�? \ �- - - C. t 0520 sfCD ��� o N6 �5 5� vas G �29� / v W. NEWCOMB DR. I °° BLOCK 2000 Gj L 1 O- „F \ 1q, - i142. 1 9�' ?. C41 I o L ' L 29'225"E J o o O >31 76.00' 85.00' 85.00' 85.00' 76.50' z - �- - 0 ti• do s\ tip• \�� • 27 0 � o O 10 5 11 12 � 13 14 15 131.50' r�`� i O wI wI wI O wI O wI O k p. 6 19300 sf v o O o 2 11 �' vp 11390 sf 19 17262 sf z �� h ro n `n b `� b o I o o O 0 O �' c> O h 17466 sf p N u, �n !'� �n r �n N, u, o ��- �' ` o, ��' 12013 sf L= 9994 s` p 11177 sf � � 11178 sf 11177 sf 1 ,- 12490 sf b I 00 10520 sf .o /D d M M r M M r, M \ ds L v > \ Do - BLOCK 18 i" �' z o - o - o o 0 c' „ cP� O� c' `� / / z z z z z L 29'2Z25"E s 10035 sf > oo� � vpo sue. © 00 �I o _ sv5�. 26 - v 5' BLOCK 18 131.50' C4 ,5 ,� O � / __/ L �s 22'25 E� _ _ J I �y' o `4� ®-' o� 1�� 67.91' 92.64 135.56'- 113.29 76.00' 01 0 O o \ \" 13996 sf S8254'01� N 80.50' 84.00' 84.00' 84.00' 85.00' 85.00' 85.00' 85.00'-96.50' o 0 0 9862 sf �<.Z d'6,� ��/ 25 w �� �� -� M� 00 10520 sf 00 >� v�ooti 0 ��� �� b� M ® wI wI 22 wI 21 wI 20 w I�5 19 wI 18 wI I 17 � 16 9'2�5"E ' 14429 sf �' o r^� n �, u, `n M `n M LO � �� o M o o `n b I 131.50' 4L� 630 p p S =� �I `H IM 10586 sf M M 11046 sf M IM 11046 sf r2 .- 11046 sf i� 11177 sf r\ 111 77 sf 7" "' M MI � I o O /' 1 . O- 6 / r o7 0 _ 11178 sf n 11177 sf n 12490 sf � G L� " sue, 9� �o, Z cD r•7 M M M M tM r+, M M M 1 �y Z Z Z Z Z Z Z Z 23.5' 23.5' r- 11701 sf o 11263 sf �G. C4� �I - 1 - 5� - J - J - ��o, lj� - _ 65.43' 47.50' 80.50' 84.00' 84.00' 84.00' 85.00' 85.00' 85.00' 85.00' 76.50' 111.50' S89.22'25"E ao - -- -- -- -- _"' J LS 7729 I o C4S 519.16' N - - - 386.27' - - - - - - - - 155.00' M J N 13832 sf C44 56.25'� 85.00' 85.00' 85.00' 85.00' 79.42' i 72.77' 85.00' 85.00' 85.00' 85.00' 85.00' pC40/ ® - - �i� o I > _ - ��- -rj � I - �F O w 10 w 11 w 12 w 5 13 w 14 I Ol O n' O f5 ® O O `S; ,�ca• ;n o '�' � ul wI 16634 sf r7 a, ,- b `r' b '� o �n b in o o o 0 11200 sf `" 11177 sf `n 1t177 sf r_ `n 11177 sf r- `n 11177 sf r_ u, 12874 sf �o � Z o 11999 sf `n 11177 sf `n 11177 sf10 `� 11177 sf `n 11177 sf `n 11178 sf `n / �I IP, r,l Imo; r,l fp; �,1 1�; ,,I I� p o ^ I M 1_: M M M M M M M BLOCK 9 ZI ZI Z Z o Z Z MIN Z Z Z Z Z 5 J `p� 5' z BLOCK 17 131.31'- �85.00'� �85.00'� �85.00'- J �� 85.00'� 85.00'� L-99.42'� L5 L6 �g2.7T- J �g5.00'� _85.00'� �,, S89'22'25"E 85.00 85.00 85.00 94.85' N89°22'25"W 1220.49' �I POINT OF zI BEGINNING Q �I U I m Z S89'16'45"E 2635.54' Z 29 28 BASIS OF BEARING _ 2818 W. M_cMILLAN _ROAD LS 7729 28 27 32 33 N89'16'58"W 2635.25' 33 1317.68' SE CORNER 1317.86' CP&F INST. No. CP&F INST. NO. SW 1/4 SE 1/4 33 34 106023326 2016-054583 CP&F INST. NO. 2015-079245 AI II,W_"Illg17 L LA ly\ � T f R sG�'L CLINTON W. HANSEN a 1 1 0 PLS 1 1 1 18 Nj,2�0 1 quo = �j 9rF OF SOP 5� tiT0N W NP, JOB NO. 18-35 m__ 0 La J J Z O Z � Q Z pl O O 2 m W N Q� z w� U a- Y O Z O � m W. PHILOMENA ST. UNPLATTED veying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET 1 OF 4 THE OAKS NORTH SUBDIVISION NO. 3 BOOK , PAGE LINE TABLE LINE LENGTH DIRECTION L1 28.28' S78'59'38"E L2 28.28' N11'00'22"E L3 28.28' S44'22'25"E L4 28.28' N45'37'35"E L5 23.50' N89'22'25"W L6 23.50' N89'22'25"W L7 23.50' SO'37'35"W L8 23.50' SO'37'35"W L9 28.28' S45'37'35"W L10 28.28' N44'22'25"W L11 28.28' S44'22'25"E L12 28.28' S45'37'35"W L13 26.95' S83'52'43"E L14 27.04' N11'13'19"E L15 29.42' S6'24'54"W L16 29.34' N79'03'04"W L17 44.70' S27'40'22"W L18 27.74' S82'19'44"E L19 27.41' N10'30'55"E L20 29.05' N73'17'37"E L21 10.00' N24'39'07"E L22 29.51' N28'01'27"E L23 28.28' S59'26'13"E L24 25.14' N75'33'47"E L25 23.50' N75'33'47"E L26 23.50' N75'33'47"E L27 2.03' N14'26'13"W L28 45.67' S14'26'13"E L29 28.28' N30'33'47"E L30 28.46' S59'04'29"E L31 23.50' N75'33'47"E L32 23.50' N75'33'47"E L33 14.00' S14'26'13"E L34 33.02' S89'29'26"E L35 33.07' S89'29'26"E L36 20.00' SO'37'35"W L37 25.00' SO'37'35"W L38 25.00' SO'37'35"W L39 1 32.97' S89'29'26"E CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 69.09' 60.00' 65'58'28" N32'21'39"W 65.33' C2 31.99' 60.00' 30'32'37" N80'37'12"W 31.61' C3 59.66' 400.00' 8'32'43" S79'50'08"W 59.60' C4 153.39' 400.00' 21*58'18" S64'34'38"W 152.45' C5 140.64' 400.00' 20'08'42" S43'31'08"W 139.92' C6 92.74' 100.00' 53*08'12" S62'48'19"E 89.45' C7 144.98' 150.00' 55'22'47" S61'41'01"E 139.41' C8 78.26' 300.00' 14'56'47" S83'02'10"W 78.04' C9 30.71' 700.00' 2'30'49" S74'18'22"W 30.71' C10 227.85' 700.00' 18'38'59" S63'43'28"W 226.85' C11 163.61' 700.00' 13'23'31" S47'42'13"W 163.24' C12 261.77' 1000.00' 14'59'54" N48'30'25"E 261.03' C13 30.07' 1000.00' 1'43'23" S55'08'41"W 30.07' C14 61.49' 36.50' 96'31'05" N47'37'58"W 54.47' C15 8.99' 83.50' 6'1O'19" N2'27'34"W 8.99' C16 19.33' 83.50' 13*15'59" N12'10'43"W 19.29' C17 15.13' 20.50' 4217'39" S2'20'07"W 14.79' C18 38.58' 55.00' 40"1'19" N3'23'17"E 37.79' C19 40.76' 55.00' 42'27'51" N37'56'19"W 39.84' C20 56.70' 55.00' 59*04'19" N88'42'24"W 54.23' C21 30.98' 55.00' 32*16'13" S45'37'20"W 30.57' C22 19.54' 20.50' 54*37'16" N56'47'52"E 18.81' C23 56.15' 376.50' 8'32'43" S79'50'08"W 56.10' C24 32.68' 423.50' 4*25'15" S81'53'53"W 32.67' C25 30.49' 423.50' 4'07'28" S77'37'31 "W 30.48' C26 47.74' 423.50' 6'27'31" S72'20'01"W 47.71' C27 71.08' 423.50' 9'36'59" S64'17'46"W 71.00' C28 72.53' 376.50' 11'02"7" S70'02'38"W 72.42' C29 28.40' 376.50' 4*19'19" S62'21'50"W 28.39' C30 88.79' 376.50' 13'30'41" S40'12'08"W 88.58' CURVE # LENGTH RADIUS DELTA BEARING CHORD C31 19.45' 20.50' 54*21'13" S6'16'11"W 18.73' C32 41.56' 55.00' 43"17'26" NO'44'17"E 40.57' C33 55.00' 55.00' 57*17'45" N51'01'53"E 52.74' C34 20.47' 55.00' 21'19'25" S89'39'32"E 20.35' C35 54.42' 55.00' 56'41'28" S50'39'06"E 52.23' C36 54.65' 55.00' 56'55'36" S6'09'26"W 52.43' C37 51.05' 55.00' 53'10'46" S61 *12'37"W 49.24' C38 19.45' 20.50' 54*21'13" N60'37'24"E 18.73' C39 34.42' 423.50' 4'39'22" S35'46'28"W 34.41' C40 71.04' 423.50' 9'36'40" S42'54'29"W 70.96' C41 41.03' 123.50' 19'02'08" S79'51'21 "E 40.84' C42 73.50' 123.50' 34'06'04" S53'17'15"E 72.42' C43 70.95' 76.50' 53'08'12" S62'48'19"E 68.43' C44 28.89' 173.50' 9'32'23" S84'36'14"E 28.85' C45 68.59' 173.50' 22'39'09" S68'30'28"E 68.15' C46 70.22' 173.50' 23*11'16" S45'35'16"E 69.74' C47 73.77' 126.50' 33'24'40" S72'40'05"E 72.73' C48 48.50' 126.50' 21'58'07" S44'58'41 "E 48.21' C49 71.96' 325.00' 12*41'10" S84'09'58"W 71.81' C50 71.74' 275.00' 14'56'47" S83'02'10"W 71.53' C51 205.54' 675.00' 17'26'48" S66'50'23"W 204.74' C52 114.54' 675.00' 9'43'22" S45'52'09"W 114.41' C53 363.00' 725.00' 28*41'14" S55'21'05"W 359.22' C54 268.32' 1025.00' 14'59'54" N48'30'25"E 267.55' C55 255.23' 975.00' 14'59'54" N48'30'25"E 254.50' C56 29.32' 975.00' 1'43'23" S55'08'41 "W 29.32' C57 30.82' 1025.00' 1'43'23" S55'08'41 "W 30.82' JOB NO. 18-35 CLINTON W. HANSEN PLS11118 "Np,L LA HD S GISTc- G,p a 11118 C)�i�T�F o F ON W. NP lutim ns veying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET Z OF 4 THE OAKS NORTH SUBDIVISION NO. 3 BOOK , PAGE CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF THE OAKS NORTH SUBDIVISION NO. 2; A PARCEL LOCATED IN THE W '/2 OF THE SE 1/4 AND THE NE 1/4 OF THE SW 1/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS. - COMMENCING AT A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW 1/4 (S 1/4 CORNER) OF SAID SECTION 28, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28 BEARS N 89' 16'58" W A DISTANCE OF 2635.25 FEET; THENCE N 0°43'41 " E ALONG THE EAST BOUNDARY OF SAID SW 1/4 OF SECTION 28 A DISTANCE OF 1314.13 FEET TO A POINT ON THE EASTERLY BOUNDARY OF LOT 1, BLOCK 9 OF THE OAKS NORTH SUBDIVISION NO. 1, AS FILED FOR RECORD IN BOOK OF PLATS AT PAGES THROUGH , RECORDS OF ADA COUNTY, IDAHO,- THENCE S 89°22'25" E ALONG SAID EASTERLY BOUNDARY A DISTANCE OF 94.85 FEET TO A 5/8" REBAR MARKING AN ANGLE POINT ON SAID BOUNDARY, THE POINT OF BEGINNING, - THENCE ALONG THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 1 THE FOLLOWING COURSES AND DISTANCES: THENCE N 33°59'38" W A DISTANCE OF 441.58 FEET TO POINT, THENCE N 35°43'01" W A DISTANCE OF 80.48 FEET TO A POINT, THENCE LEAVING SAID SUBDIVISION BOUNDARY N 56°00'22" E A DISTANCE OF 267.37 FEET TO A POINT; THENCE N 52' 10'28" E A DISTANCE OF 136.18 FEET TO A POINT, - THENCE N 9°05'40" E A DISTANCE OF 166.97 FEET TO A POINT, THENCE N 75' 18'34" E A DISTANCE OF 185.94 FEET TO A POINT; THENCE N 67°06'00" E A DISTANCE OF 197.88 FEET TO A POINT; THENCE N 75°33'47" E A DISTANCE OF 655.14 FEET TO A POINT; THENCE N 14'26' 13" W A DISTANCE OF 14.00 FEET TO A POINT, THENCE N 75°33'47" E A DISTANCE OF 47.00 FEET TO A POINT, THENCE S 89°29'26" E A DISTANCE OF 132.64 FEET TO A POINT ON THE EAST BOUNDARY OF THE W '/2 OF THE SE 1/4 OF SAID SECTION 28; THENCE ALONG SAID BOUNDARY, ALSO BEING PARTIALLY ALONG THE WESTERLY BOUNDARY OF JUMP CREEK SUBDIVISION NO. 2, AS FILED FOR RECORD IN BOOK 1 14 OF PLATS AT PAGES 17010 THROUGH 17013, RECORDS OF ADA COUNTY, IDAHO, S 0-37-35" W (FORMERLY DESCRIBED AS S 0°31'08" W) A DISTANCE OF 1154.33 FEET TO A POINT; THENCE LEAVING SAID BOUNDARY N 89°22'25" W A DISTANCE OF 1220.49 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 30.12 ACRES MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF TOLL SOUTHWEST LLC, AN IDAHO LIMITED LIABILITY COMPANY BY THOMAS M. COLEMAN, JR., DIVISION PRESIDENT , 20 ACKNOWLEDGMENT STATE OF IDAHO COUNTY OF ADA � S.S. ON THIS DAY OF 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED THOMAS M. COLEMAN, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL SOUTHWEST LLC, AN IDAHO LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LLIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN SAID LIABILITY COMPANY'S NAME. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. MY COMMISSION EXPIRES RESIDING AT NOTARY PUBLIC FOR THE STATE OF IDAHO CERTIFICATE OF SURVEYOR 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 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. CLINTON W. HANSEN PLS 11118 oNp.L LA /yes 1gTF G F� 1111�8 �j q2'F OF ELT 0 W NPR ns Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 18-35 SHEET 3 OF 4 THE OAKS NORTH SUBDIVISION NO. 3 BOOK , PAGE HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE -IMPOSED, IN ACCORDANCE WITH SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. DISTRICT HEALTH DEPARTMENT, EHS DATE APPROVAL OF CITY COUNCIL 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 20_, THIS PLAT WAS DULY ACCEPTED AND APPROVED. CITY CLERK APPROVAL OF THE CITY ENGINEER I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. CITY ENGINEER - MERIDIAN, IDAHO APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE DAY OF , 20 PRESIDENT, ADA COUNTY HIGHWAY DISTRICT CERTIFICATE OF THE COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. ADA COUNTY SURVEYOR CERTIFICATE OF 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. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. DATE: COUNTY TREASURER CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO COUNTY OF ADA S.S. INSTRUMENT NO. 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 THIS DAY OF , 20 , IN BOOK OF PLATS AT PAGES DEPUTY FEE: EX-OFFICIO RECORDER CLINTON W. HANSEN PLS 11118 ,P►- LA Njs /I c� CN�111111200 TFOF��PS� W NPR dS�w,, A'o La- i irri . w-, -, 1 *a'04 n s C��Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 18-35 SHEET 4 OF 4