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CC - Proposed Final Plat BASIS OF BEARINGS PLAT SHOWING S.9 "lliks.10 W1 16 $.,0 N 89'15'34" W 2640.56' ___ / __ _ __ W. FRANKLIN RD. SA O 1/4 5.,6 5.,5 ,320.28 s.15 -- - 1320.28' --- --- S•15 BA RA YA SUBDI VISION NO. 5 CP&F #2018-016068 CP&F #2018-088997 CP&F #2018-088996 LOCATED IN THE NE 1 /4 OF THE NW 1 /4 AND THE NW 1 /4 OF � 3 THE NE 1 /4 OF SECTION 15, T.3N., RAW., B.M., � MERIDIAN, ADA COUNTY, IDAHO U IN 2020 O�� 1 N� BARAYA SUBDIVSION 1 60'57'53"E 55.02 NO. 1 1 N29'02'07"W 1 S89'15'34"E 161.45 3.57 1 ° —— — S00'31'51"W 50.00 REAL POINT Q a S8915'34"E 1 OF BEGINNING W 535.00 _— — 1— yr'to, BARAYA SUBDIVSION o NO. 3 oBLOCK 5 ��'. 0 it) N Q a 21 20 1 s 18 1 16 1 s 14 13 12 11 S15'57'53"W 12.38 o °D S60'57'53"W 9.24 a Z v 5 N o S29'02'07"E 46.00 � O O ° 60'57'53"E 9.24 • m -- • W. SUNSET ARCH ST. o LOCK 20 BLOCK 19 S74'02'07"E 12.38 N89.20'00"W N89'20'00"W 286.00 Q Q %� %P �G 100 0 50 100 200 105.02 `�, dip N00'40'00"E 31.36 N00'40'26"E I Q Q ♦tea Fj► SCALE IN FEET 311.93 % 01 '0 1 " = 100' I (D O O �� QI Q a 0 `` I p UNPLATTED Q v 10 coo ` \ •�1,1� O `` > 01 k Q 60 ♦/ o LEGEND 31w I 'Si J 11 Y I 0 8 r m —-- --— SUBDIVISION BOUNDARY O m J 0 Q O 1 n m U v � ♦� Z SECTION LINE 0I� N50'17'41"E (ui O9 a 9 vi 12 m 0 %G Q 10 ` p } - — — — — — — - EASEMENT LINE (SEE NOTE 1) O --------------- EXISTING EASEMENT LINE (AS NOTED) 21.72 Z �r'•/ � . 13 � 0� S89 20 00 E10 8.91 1 p Q F� Q ♦ ' m - - STREET CENTERLINE 14 Q O � LOTLINE N00"40'00"E1111Zk CD / ACHD STORM DRAIN EASEMENT 43.00 12 12 15 Q !L �a SEE NOTE 3 '9 0 ` Q LOT NUMBER N89'20'00"W 9.2213 13 16 Q ` FOUND ALUMINUM CAP N43'17'30"W ♦ S MONUMENT 23.44 ANGEL LANDINGS I 17 O O °� FOUND 5/8" IRON PIN NW1 16 PLS 3624 T. ♦ AS NOTED / CP&F 103095844 `N00 39 42 E 110.36 o FOUND 1/2" x 24" IRON PIN - - N 89'15'16" W 391.00'- --- --- -- -- -- --—�-- ------ WITH PLASTIC CAP, PLS 7729 NOTES: -- - -_ N M 1 N89•I5'16"W 1046.01 • SET 1/2" x 24" IRON PIN 1 Willi PLASTIC CAP. PLS 7729 1. A ten (10) foot wide Permanent Public Utilities, Property Drainage, and Pressure Irrigation Easement is �1 � UNPLATTED hereby designated along all lot lines common to a Public Right-of-Way and along all rear lot lines. A I SET 5/8" x 24" IRON PIN five (5) foot Public Utilities and Property Drainage Easement is hereby designated along each side of I WITH PLASTIC CAP, PLS 7729 interior lot lines except in Block 17 & 18 or as otherwise noted at eight (8) feet wide. 10. ACHD License Agreement Instr. No. ® CALCULATED POINT 2. Lot 5 Block 2, Lot 10, Block 14, Lot 7, Block 16, Lots 1 & 14, Block 17, Lots 1 & 14 Block 18, 11. ACHD Permanent Easement Instr. No. Lot 1, Block 19 and Lot 1, Block 20 are common lots to be owned and maintained by the Barayo Subdivision Homeowners Association. All common lots contain a blanket Nampa & Meridian Irrigation 12. Lots 2-13, Block 17 and Lots 2-13, Block 18 are alley-loaded lots. No driveways shall be District Pressure Irrigation Easement. constructed over pressure irrigation services. 3. Lot 5, Block 2, and portions of Lot 4, Block 2 and Lot 7, Block 16, are servient to and contain the 13. City of Meridian Sewer Easement - Inst. No. 106122360 ACHD Storm Water Drainage System. These lots are encumbered by that certain Master Perpetual Storm Water Drainage Easement recorded on May 8, 2009 as Instrument No. 109053259 and First 14. Lot 10, Block 14 contains a blanket easement in favor of Nampa & Meridian Irrigation District for Amended Master Storm Water Drainage Easement recorded on November 10, 2015, as Instrument No. maintenance and access to the Purdham Drain. 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 15. City of Meridian Pathway Easement Inst. No. - dedicated to ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water Drainage System. G 4. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved Subdivision ENS 10 Standards of the City of Meridian. o < 5. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No N 7 729 agricultural operation, agricultural facility or expansion thereof shall be or become a nuisance, private P f"ho[Zol- �o or public, by any changed conditions in or about the surrounding nonagricultural activities after it has C,A 9T<c OF SOP been in operation for more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began or was constructed. The provisions of this section shall not apply when CRY G.G P a nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof." GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 6. Maintenance of any Pressure Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of 9955 W EMERALD STREET the lot owner unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water BOISE. ID 83704 has been provided by Nampa & Meridian Irrigation District in compliance with Idaho Code Section SURVEYORS NARRATIVE: 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Nampa & Meridian Irrigation District. THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE PROPERTY SHOWN HERON. THE PROPERTY IS ADJACENT TO BARAYA SUBDIVISIONS NO. 1, 3 AND 4 AND BARAYA APARTMENTS SUBDIVISION AND IS A 7. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest PORTION OF THE PROPERTY SHOWN ON ROS 6184. MONUMENTATION FOUND PER THESE PLATS AND RECORD ■ established normal Ground Water Elevation. OF SURVEY ARE IN SUBSTANTIAL AGREEMENT WITH THE MONUMENTATION SHOWN ON THESE PLATS AND alley Engineering Inc, 8. This plat is subject to a development agreement Instr. No. 107123289, Records of Ada County. SURVEY AND WERE HELD AS CONTROLLING CORNERS FOR THIS PLAT. SEE SHEET 2 OF 5 FOR 9. Nampa & Meridian Irrigation District Pump Station Operation and Maintenance Agreement Instr. No. LINE AND CURVE TABLES CIVIL ENGINEERING I PLANNING I CAD Records of Ada County. 1119 E STATE STREET,SUITE 210 TEL 208-938-0013 SHEET I OF 5 EAGLE, IDAHO 83616 www.baileyengineers.com BABA YA SUBDIVISION NO. 5 ItW I= S891534"E 161.45 --I 25.00' 25.W I U �1 f$ I 0 10' SEE g I NOTELO n i 'r- --S89.28'09»E- - 3 S8915'34"E IC" M W N Q o----- -- --- 535.00 _ ____ -- -- - o O W I $ }' M 65.00' 50.00' S0.00' --50.00' 60.00' 50.00' 50.00' 60.00 50.00 50.00' 1 3 O Q 3 n - -- - - - - o �Go � � � � -- - -I r - - - -I �- - - - -I r - -- - -I r - 1 r -- - -► r - - - - � r - - - -I r - - -� - -S89'28'09"E - !n Q l r i I I I 11 ( I I I BLOCK I I Jr 5' SEE NOTE 1 111.63'- -� ;o m 3 ( 3 1 3 ( 3 1 3 ( 3 1 3 1 I 3 I 3 !I�M IIgll Jm IIg0 in Z I p 21N 20 tNo $ (0-0 D Op � O 117' 0 $ Np 17N$pI 0-0N0-0 (0-0o ((0-0I to 04 b 6p p po ; o0 9g 8 p p 2C NI $ � �0 25 25 N � o p 0 $ o0 S8928 09»E N oI O o l o1 z C2 in � in in `� `� In 0 1 II II II z II II II it II II II ��' • ��� L - - - J L- - - J L1 - - J L - __ - J L - -- J L - - - J L - - -- J L - - - J L - -- J L_ - n 5 ,a' C4 24.31' S0.00' 50.00' 50.00' 60.00' 50.00' 50.00' 60.00' 50.00' JL 50.00' L 33.81' S81.08'31"E ;� N89'15'34'W 528.12 _ W. SUNSET ARCH ST N00'40'00"E Z - • --�89_ a 6.41' ;� 18.39' •C5• _ - - - _ _ S89'15'34" •528.12 _ - - - - , • N89'20'00"W �s BLOCK "20 c4 BLOCK 19 » 28s'oo' • 30•18 50 0 25 50 100 105.02 /1 • L;��L4 89'15 34 W L10 72.31 N89'15 34 W 75.77 N89'15'34"W 71.75, I / M O 40.30 �8 N89'15'34"W I 1� N 00-40'00"E 31.36 •23.00 3.00' 1 110.00' L7- L9 110.00' �>> • L12 O L13 SCALE i N FEET -�. N89*20'00"W 286.00 23 23 OF - -N89'20'00'W 110.00- 20' -N89'20'00"W 110.00- _ 23' I 23' 1 = 50 I , R1 0 4.4s ( � 01 4.31' O I $ 1 M�1 O SEE NOTE 1 M M M 1 -N89'20'00"W- - L - -N89'20'00"W- - J I $ - -110.00'-- - -110.00- - ol- - -� � - - � LEGEND $ $ 3 g --- --- SUBDIVISION BOUNDARY O _ J " to 10' SEE NOTE 1� M N89'20'00"W- N89'20'00"W I --- SECTION LINE I I - -110.00,- -- 110.001- - - o o o - - - -I- o - - - - - - _= EASEMENT LINE (SEE NOTE 1) 1 I • 01 O t o 0 i ------------- EXISTING EASEMENT LINE (AS NOTED) 1 ML- - M M M I - - Q N89'20'00"W- - J L - -N89'20'00'W- STREET CENTERLINE _ -- -110.00'- - - -Ip J p� - - -110.00'- - - -I_ I-- LOT LINE i I $ 5 o J 0 $ o ACHD STORM DRAIN EASEMENT » �► O to I Q I . I OI N004026 E 311.9 1 l ML- - I M C ML J M I g) SEE NOTE 3 N89'20'00"W- - _ I �• � U -N89'20'00'W- - L _ © LOT NUMBER 110.00- - - =J - -110-W- - - N o f o m g 41 o r - FOUND ALUMINUM CAP 1 I i3 I I 5' SEE O 1 MONUMENT Line Table Curve Table "'LI NOTE 1 I M J W) M L - - 0 N89'20 00 W- - N89'20'00'W- - J M g g I 0 FOUND 5/8' IRON PIN Line # Direction Length Curve # Radius Length Chord Bearing Delta - - - -110.00'- - - co - f - - -110.00'- - - a AS NOTED 1 �I 00 O' I M �I�_ N I L1 S40'18'20"E 21.63 Cl 75.00 10.90 10.89 N04'41'40"E 8'19'38' 1 CD ,roi I 0 I uj N N 0 I 7 I $ to o r - o FOUND 1/2" x 24" IRON PIN M M ,� eF M O ig g _ WITH PLASTIC CAP, PLS 7729 L2 S81'08'31'E 15.47 C2 100.00 14.53 14.52 N04'41'40'E 8'19'38" I o w L - -N89'20'00"W- - J L - - -110.00'- - - J M c - -110.00'- - - ' " Q I- z g I • SET 1/2' x 24' IRON PIN ,. » o N89'20 00 W- - 0 L3 S00'40 00 W 14.92 C3 100.00 14.30 14.28 SO4'45 44 W 8'11 29 1 g $ ��o o $ o F, WITH PLASTIC CAP, PLS 7729 L4 S00'40'00'W 3.72 C4 77.00 10.91 10.90 S85'12'03"E 8'07'03' I Z M 1 O ^ I Mog g M ^ O I W r- SET 5/8" x 24" IRON PIN w L - - - - � 0 I3 WITH PLASTIC CAP PLS 7729 » I la N892000 W z z L -- -- J Z � : o L5 S49'45 36 W 23.08 C5 100.00 14.17 14.16 S85'12 03 E 8'07 03 1 N89'20 00 W 0 I o 0 1 0 _ (- - - -110.00'- - _ ( - -110.00'- - - o g( ® CALCULATED POINT L6 N81'08'31'W 16.39 C6 123.00 17.43 17.41 N85'12'03"W 8'0T03" 100 $ O V $ c V o J I g L - L7 N00'40'00"E 4.38 C7 77.00 40.02 39.57 N75'51'09'E 29'46'33" I I z M L - - 9 I M M 1 O 1 M U I - 1 N89'20'00'W- � N89'20'00"W- - J r L8 N5914'12"W 21.57 C8 100.00 51.97 51.39 N75'51'09"E 29'46'33" N5017'41"E 21.72 1 I o - - -110.00,- - - -I_ r - - -110.00'- o 0 0 �o I gl L9 S00'40 00»W 4.31 C9 123.00 52.99 52.58 S73'18 20»W 24'40 54» I 1 10 0 0 0 S89'20'00"E 8.9 M I M M 1 10 - L10 S60'34'50'W 21.56 C10 73.00 114.57 103.17 N44'17'38'W 89*55'16" • 1 L - -N89'20'00"W- - J L - -N89'20'00"W- M r- - L11 N51'03'27"W 24.25 C11 50.00 78.47 70.66 S44'17'38"E 8955'16' - - -110.00'- - - - - -110.00'- - - • • I or �o or L12 S45'42'13"W 21.40 C12 27.00 30.09 28.56 S57'19'48"E 63'50'55" '-S89'20'00"E to I 11 1 ,� ,o I 11 ( $ I g L _ JM I L - - L13 N60'23'08"W 21.82 C13 27.00 12.29 12.18 S12'22'10"E 26'04'20" •� 48.50' • M L - -N89'20'00"W-- J M M -N89'20'00"W-- L14 S60'34'50"W 21.56 C14 27.00 42.37 38.16 S44'17'38"E 89'55'16" N00*40'00"E 43.0 I o 17- -110 ' 7.0 o I- -110 00' I f- • • 01 12 10 01 12 � $ $I L15 N51'51'40'W 24.70 C15 27.00 12.19 12.08 N13'35'53"E 25'51'46" "n I M M 1M 10' I '� g ao L - - » _ - J C-- -SEE NOTE 1 M » » • $I N89 20 00 W N89'20'00"W- - - L16 S49'06 24 W 24.16 C16 27.00 30.26 28.70 N58'3815 E 64'12 58 N89 20 00 W 9.22 __ _ in 110.00'- -- 110.00'- -- Q L17 S60'57'53'W 19.09 C17 27.00 42.45 38.21 N45'42'22"E 90'04'44" K91 o 01- � " » » N43'17'30"W 23.44 • a I C13 13 I � n 1 13 I N N L18 S60'57 53 W 19.09 C18 50.00 78.61 70.76 N45'42 22 E 90'04 44 " 5.00 M M 00 C15 • L19 Nfi6'03'49"E 24.54 C19 73.00 16.21 16.18 SOTOI'43"W 12'43'26" 07_N89'20 00 W 107.25- -N89'20'00"W 107.30- 0 L - -S f a 7729 O 6 L20 S61'33'02"E 21.74 C20 73.00 46.93 46.12 S31'48'21"W 36'49'50" N 1, \ �'>> c�A ? S89'15'16"E 60.72 �'19 �0 S89'15'16"E 63.73 G1G11 I �� / - - N�9`e I�toZOP,Zp C21 73.00 51.63 50.56 S70729'00"W 40'31'28" 0 i 0! \ N /'G G��L 'AFG, RY G.C F OF h 1516E 186.00 � O P C22 73.00 114.77 103.31 N45'42'22"E 90'04'44" C I o �'�� - - S89'- 39'46'44"W 01 W. ANGEL LANDING ST. N 116.46'_ C23 30.00 47.12 42.43 N15'57'53"E 90'00'00" z t O 186.00' G�1 �� GREGORY G CARTER, PLS 7729 C24 50.00 78.54 70.71 N15'57'53"E 90'00'00" N89'15'16"W I IDAHO SURVEY GROUP --- --- "- 580.37' 9955 W EMERALD STREET --- --�---�--�-- �--�-- -- ---�---C25 76.00 7.17 7.17 S26'19'56"E 5'24'22" BOISE, ID 83704M C26 76.00 41.30 40.79 S08'03'39"E 31'08'11' C27 76.00 59.68 58.16 S30'00'12'W 44'59'31' I IWW C28 76.00 11.23 11.22 S56143'55"W 8'27'56" I(�/ J ` C29 76.00 119.38 107.48 N15'57'53'E 90'00'00' I = alley Engineering, Inc, I a CIVIL ENGINEERING I PLANNING I CADD 1119 E STATE STREET,SUITE 210 TEL 208-938-0013 SEE SHEET 1 OF 5 FOR NOTES SHEET 2 OF 5 EAGLE, IDAHO 83616 www.baileyengineers.com N; BARA YA SUBDI VISION NO. 5 �- W1 S29'02'07"E +� 3.57 �I oy�•0 p �I �6 g�'• r\ i r ir'� I 5 \ : cam 3 I 3 I 131-OC'ioo 0 o 0 \ O S15'57'53'W 12.38 N60'57'53"E r p +. 18 09. p S60 57 53 W 9.24 -J L - -- J L - 50.00' 33.81' °� o �S29'02 07 E 46.00 ,W. SUNSET ARCH ST.oB • oe o 60'57'53'E 9.24 0 0 1 30.188 �11 S74'02'07"E 12.38 71.75, C9 23' 123' J M 50 0 25 50 100 I %P —I- `° SCALE IN FEET ( � t�G 1 „ = 50' S89.20'00"E ip, :%" of O ip to \ o� 4� IM I gl I % O L- — -S89'20'00"E- — J vlmd � ��0�-100.00'- - - , •ti/ % LEGEND g I o I ~0 10 SEE NOTE 1 i d' y� �'49 --- --- J M I O 10 %6�\� `i --- SUBDIVISION BOUNDARY L_— _ " _ — J \i O � i SECTION LINE _ S89 20 00 E i �� - — — — — — — - EASEMENT LINE (SEE NOTE 1) 0 0 _ O \ O10 r \� �\ --------------- EXISTING EASEMENT LINE (AS NOTED) i M o I 10 I oo \ \ 16T. \$ '� ii - - STREET CENTERLINE J a g g NOTE 1 - — -�SEEg ii \ \ . 1� �r r 3 r, `�� LOT UNE b a " S$1 20 0' E — �, \ 6Q O 0 *d1� �� �i ACHD STORM DRAIN EASEMENT o — — -100.00 -I 'yoN3 i \ \�.� \ 51's�, r r \ o �� i SEE NOTE 3 _ I " �iT.J I� o 814 �� I o �o� i \\ .. oo°° 6 Q i z g 1 I g \ '� v 'r �` Q LOT NUMBER -�- o Y �- — _ " J \ r r ' i FOUND ALUMINUM CAP o . W I S89'20 00 E- — \ \ ,y..11 r^ `� i to W IJ 100 00 — — +yl r �,, 15 , r \so MONUMENT M o 3 �- — — - --I ,g3 r \ \ \ T2\ dy Op �� _ z R b o g1 \ \ \ ,c�6 °p. O \$ FOUND 5/8 IRON PIN U o o I O (O I o o c�6°°p� 2.16' \ \� \ \ �. r r 1 \ AS NOTED _ W o gI 12 Ig �i r1 \ r � � '� i Q (g L — -S89'20'00"E- — J (� \ r `� 10 o FOUND 1/2" x 24" IRON PIN N .y`!1 r �o \ 2\ \ \ r ,y �\ \ WITH PLASTIC CAP, PLS 7729 _ ►� U ► I- — — -100.00- — o �\ �g1' OO 1 \ oo. \ �Cn ' \ or,.so \ 51�s�, '�� j \so �� `\ ii " to o 13 Ov I o 0o c?j\ /.`�6 �o0•�p'(E \ \ �► �o�\ p's cb \ r�s6d1�0op;�, \'oo o� • SET 1/2 x 24 IRON PIN WITH PLASTIC CAP, PLS 7729 i L S89'20'00"E- -1 z �f1° +y1' r ,� �1'�\ �� `��\ �> ��10 O r'> �� ii SET 5/8" x 24" IRON PIN _ 5 WITH PLASTIC CAP, PLS 7729 b�16 L �(E1 --1 c �p\ /'`,6�1�0o r \\oo \ r'>cS\ o\\ . 1 ''r^\o��v� � ® CALCULATED POINT -j o g i 14 j g `' O f�, ^ �\\yam `��\ $\v r se°10°° �- % _ J S89'20 00 E- — O g1 I- — — -100.00'- — — \ n s6o 00�° O J'F\� •fix\ �+� •5 ,.r \ �� E _ SO �o o I 1s l o �a v r r O ,�^ \\ \\ -\ C25 s64 0°3�� ocA \� �\ tio,�'�5 \ 1 s 8 > > M gl I � � � � 1,y�`�rr \o \ �\\ rr O �`�F J L — -S89'20'00"E-— J '�\ di 05 Od' \o. ��d 1� r \ i 6 - -I C4 4 —-100.00'- — — -1 a.$�v/�5 �0°. 1,0� / r^ ``� i = i r 1 I N � I $ � r O p� a a 16 Ig o S��S��,�rr \ \ UI rr� 9 °O�, \\ \``� ii O" -S89'20'OO"E- — J $oo\ S60�0 15.00' I N \ \ U r N \> '�\ \ J r > -- - -101.79'- - - -� �- r� �/� \ ��/ 9 \e , i (P ��z?90 �f Vry G`�'/ I 04 c'�s�\ r. \ ,� 82'29 34 W \ �\ \ 'pFG, O 39'46'�"W '�\ r O� 1� 5 \ V� 20.00' \ �\ �i CRY.46' G. P - - - -- - - - - - -- - -- `� i G�1 N89'15'16"W — — ' ' - GREGORY G CARTER, PLS 7729 114.97' ast�1y s6�g15��60511% s1,y-y �,`L$\ N89'15'16"W 189.89 --��`�\ i IDAHO SURVEYEMERAL)GROUP STREET 580.3T 46.32' �46.30' s60�1�1 \ `` BOISE, ID 83704 N I N89'15'16'W 1046.01 W u WI W W� WI oo N� MZ Mz alley Engineering, Inc. d SEE SHEET 1 OF 5 FOR NOTES CIVIL ENGINEERING I PLANNING I CADD STATE STREET, SEE SHEET 2 OF 5 FOR LINE & CURVE TABLES SHEET 3 OF 5 EAGLE, IDAHO 8366 SUITE 210 www ba eyengineers.o1m B-A RA YA SUBDI VISION NO. 5 CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know all men by these presents: That Challenger Development, Inc., an Idaho Corporation is the owner of the I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and property described as follows: that this plat as described in the "Certificate of Owners" 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 A parcel of land located in the in the NE 1/4 of the NW 1/4 and the NW 1/4 of the NE 1/4 of Section 15, of Idaho Code relating to plats and surveys. T.3N., R.1W., B.M., Meridian, Ada County, Idaho more particularly described as follows: 1. L Commencing at the N1/4 corner of said Section 15 from which the NW corner of said Section 15 bears North 89015'34" West, 2640.56 feet; thence along the North boundary line of said Section 15 North 89015'34" West, 1,320.28 feet to the W 1/16 7 7 2 9 i corner of said Section 15; Gregory G. Carter P.L.S. No. 7729 thence along the West boundary line of Baraya Subdivision No. 1 as filed in Book 111 of Plats at Pages G'N��M; �0 15916 through 15919, records of Ada County and the northerly extension thereof South 00039'51" West, 621.59 �'F jk OF feet to the SW corner of said Baraya Subdivision No. 1, said point also being the REAL POINT OF BEGINNING; �OY G.CPS thence along the southerly boundary line of said Baraya Subdivision No. 1 the following 5 courses and distances: thence South 89015'34" East, 161.45 feet; thence South 00031'51" West, 50.00 feet; thence South 89015'34" East, 535.00 feet; thence North 60°57'53" East, 55.02 feet; thence South 29002'07" East, 3.57 feet to an angle point on the exterior boundary line of Baraya Subdivision No. 3 as filed in Book 116 of Plats at Pages 17630 through 17634, records of Ada County, Idaho; thence leaving said southerly boundary line of said Baraya Subdivision No. 1 and along the West boundary line of said Baraya Subdivision No. 3 for the following 9 courses and distances: thence South 29002'07" East, 101.42 feet; thence South 15057,53" West, 12.38 feet; thence South 60057'53" West, 9.24 feet; thence South 29002'07" East, 46.00 feet; thence North 60057'53" East, 9.24 feet; thence South 74002'07" East, 12.38 feet; thence South 29002'07" East, 296.06 feet; thence North 60057'53" East, 162.00 feet; ACKNOWLEDGMENT thence North 63049'38" East, 100.12 feet to NW corner of Lot 3, Block 14 of Baraya Subdivision No. 4 as filed in Book 118 of Plats at Pages 18,215 through 18,218 records of Ada County, Idaho; State of Idaho ) thence along the West boundary line of said Baraya Subdivision No. 4 South 29002'07" East, 469.12 feet ) &S. to a point on the South boundary line of said NW 1/4 of the NE 1/4 of said Section 15; County of Ada ) thence along said South boundary line of said NW 1/4 of the NE 1/4 and the South boundary line of said NE 1/4 of the NW 1/4 of said Section 15 North 89015'16" West, 1,046.01 feet; On this day of 20 , before me, the undersigned, a Notary Public in and for said State, thence leaving said South boundary line North 00°39'42" East, 110.36 feet; personally appeared Corey D. Barton, known or identified to me to be the President of Challenger Development, Inc., an thence North 43017'30" West, 23.44 feet; thence North 89020'00" West, 9.22 feet; Idaho Corporation, the corporation which executed the within instrument and acknowledged to me that he executed the thence North 00040'00" East, 43.00 feet; thence South 89020'00" East, 8.91 feet; same. thence North 50017'41" East, 21.72 feet; thence North 00040'26" East, 311.93 feet., thence North 89020'00" West, 286.00 feet; thence North 00040'00" East, 31.36 feet; thence North 89020'00" West, 105.02 feet to a point on the West boundary line of said NE 1/4 of the NW In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above 1/4 of Section 15; written. thence along said West boundary line North 00039'51" East, 180.14 feet to the REAL POINT OF BEGINNING. Containing 12.38 acres, more or less. My commission expires Notary Public for Idaho Residing in Idaho It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the public. However, the right to use said easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in this subdivision. Challenger Development, Inc., an Idaho Corporation Corey D. Barton, President alley Engineering, Inc. CIVIL ENGINEERING ' PLANNING I CARD SHEET 4 OF 5 4242 N.BROOKSIDE LN TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com BA BA YA SUBDI VISION NO. 5 HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that I have checked this plat a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE and that it complies with the State of Idaho Code relating to plats and surveys. approval of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a County Surveyor Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Date CERTIFICATE OF 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. 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 Date County Treasurer ACHD President APPROVAL OF CITY ENGINEER COUNTY RECORDER'S CERTIFICATE I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. State of Idaho ) ) s.s. County of Ada ) City Engineer Date I hereby certify that this instrument was filed for record at the request of at Minutes past O'clock M. on this day of 20 , in Book of plats at Pages Instrument No. APPROVAL OF CITY COUNCIL Deputy Ex-Officio Recorder 1, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, 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, Meridian, Idaho AN s E � GAG 7729 �Nj9T*tolb 0 JoEalley Engineering, Inc. 'PF OF coRY G � CIVIL ENGINEERING I PLANNING I CADD SHEET .5 �F 5 4242 N. BROOKSIDE LN TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com