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Woodburn WestPLAT SHOWING WOOD-BUR-Y WEST SUBDIVISION ATO. 1 UNPLATTED j I SIENNA C EXISTING COLEMAN (NOD•28'47'E 42 02') 26 50.�' ! SM456 LATERAL EASEMENT. , �. s 50.00, NOTE 8 AND 9. NQQ"2014 E 42.15-"� SEE - � r- - - -1 I- _ - � 50.i)0' !6 �,!'" SW 1/16 ( NOTE 1, j ( i r i- - - --1 PLS 5292 j ( i BLOCKS 1 2 3 1 UNPLATTED N10W'06"E 30.38 Q 3 I gg _--- 'Q5°`E 177.44 i s 118 o M P a '� P g ( a 63.58' 113.86' $ 0 i._ cn ( 0 1 0 •- -� 1 ( 3.10• (�►�1164 ! (1150 ( } 1136 j 1122 C50.00' 7 _i L_--J L__ 7 P �o J50.00' 5a_ rin= 9 -e a\ 8 ' 1228; ; 4 l o �6p. 'i816 kA LOCATED IN THE SW 1 /4 OF SECTION 36, T.4N., RAW., B.M. t SUBDI MERIDIAN, ADA COUNTY, IDAHO SiCMY NO. ZI 667 _ .4� IE667 41} � j % 2014 _ _ NO CAP Z5' 25' 60.00' _ 50.00. g -Fr- r I _ PLA� 2S -t 50.Ot} 50.000.0o' 49.21' Noo'27'34"E �a (< to ( I I BLOCKI I i -=z ts7s') ce(3 ( ( ; 10' SEE It901N©TE 1ao 1 ►�Mo QoO Q l 1094 i i 1078 ( a� � 1 z � i 11062 (( �, Q M i •� r ;� 197.17' _ - �45.59' L __.i L _ C8 ,� 1046 ( i 0 0 0 ' ®, gI 5 cv 50.00' 47.69' I •- W. APPLE PiNE ST ;t, 143.27' 236.70' _ 1 L ' - _ _ APPLE P S. s3 j 1 1014 j i t° S86"56'2fl'E 419.38 _ 182.69' rQ3 �, + 2 y.'' J S�•- 3$ yg' C12 34.36' 50.00' 50.00' 419.38' N E 45 -9 C? - r 50.00' 50.00' S0.00' 43- `303. ST C1J - -� So.00 50.00' ?8, F 1 ,--- 35.03 C13s 1171P11157�11143� 1129w( ! ( I -'-- 43`,s'N o g Q a -( _ ► 1115 1101 W ► ► (1053L15 �a`�� C N� Q Q� g� gg1085 11069H�-L16 3 , U o� M� Mo Pp 4 PO "'0 16 M 110 gam- 19 f'� �o °� Moo ` a a O M•- rya Pp Q� M Min Q �N N rn N z( zI z( p ,,�a Prn pa; a°` �1 NI 7447 4 1 I' !( z I Z( ! Z o 1 / =n�, r �14 49.42 -' L L14� �40.34 L 50.00'-� L50.00' - LS86 56'20"E 297.94 ( j ( (BLf7C/C ( z ( 1 2S, �� l L22 50.12 50.00 -I L - _�J L_ - - J L_ - - Jc`i o ?S W '�- pI P o g N 26.39 50A0 Uq j j : 64,07 F- SQ �' - 47.94 L18 L19 ti CA rN > �" o 23.88' -I f _ 50.00 �- _ - 97.57 - 76.49' 01 r� Z iti A3 (BLACK 3 j ¢ I ( ( 7 j 17 99.7,V _ - a P. ►� •r r - 89 36 33 W- -� ,p y' to M N M g =* a a : ` j i) ! 0 C32 M L l Q 0 l'J Q d � ►� o@ iq . '� f � M W W j� a0 v- �? l0 t , 0 m +•s � 0 a S3 Q � p�`� 3� (`o L --100.00'- - � N '� t° i CA 2� j'� � S o'•o� 5,,18,E , 11,40 1182 N ( 1166� (1150 (1134 ( '��ry o N89.36'33"W--I C14 c1 �I M m to �, N_ - - J 1 ( ( ; 1 1 '� 8 fz`v f �J o ! L IV $ cv s "' 50.00' - -J L- - _ -1 L _ - f 11 2 . r o 1 M a W `-100.00- " $ ; ' \ c 50.00 50.00' 50.00' j t , i _'' '! 0 ( M 1 uas I i� ( 89'3fi 33 W -1 1� Z G +� M �4► \g 218.43 C?0 �f 2� .l1` i '� _ _ _ _ C>r1 © N t: S86 56'20"E 218.43 p\ C%J��gO9a N L-N89*36''33'3"W- -� z { • iV Q - - - ,� S� W o - r _ a 't36 26 w ~o W. NK)QDCHEST ST. - . \ ��' t>n Z N g ( o o , N L 1 oo.08' - 8 l Cjg 218.43' C'�\ u O @OD @ Ln I g 5fl.00' S0.00' S0.00' Ct \ W N C2 I 'n N89'36'33" M 'n 100.08' 8,10 r 19.28' + - - -7 r- - 4 C25 ? , ` > v, -N83 34'28"E J L - 100.00'- -� V - S88'Q6'26 - 1189 3 (1173 11573 1141 I 1 1� a <^ �15 11 15 01 i5.o1- �- 11125 p � o'i x a 4 g o o ,i 1 S9, f o ''� a :t 15.00 , -J p$ 4 QQ Q PO O i 25 6 ( ( I BLOCK ! 1 i 3 ( 1 10' SEE .60 _I iL •�50.QQ' 50. ' _J L_ - _J L NOTE 1 SQ.t}'_ 4_56' f N86*56'20"W 234.56 UNPLATTED SQO'23 27 W -- c NOTES: 51.61 1. A ten (10) foot wide Permanent Public Utilities, Property Drainage, and Irrigation Easement is hereby designated along all lot lines common to a Public Right -of -Way and along all rear lot lines. A five (5) foot wide Irrigation, "W Public Utilities and Property Drainage Easement is hereby designated along each side of interior lot lines unless N89.36' / ff otherwise shown and dimensioned. 65.E 2. Lot 7 Block 2, Lots 1, 6 and 12 Block 3, Lots 1, 9, 23 and 28 Block 4, Lot 4 Block 5, and Lot 2 Block 6 are common lots to be owned and maintained by the Woodburn West Subdivision Homeowner's Association. All common lots are subject to a blanket public utility easement. 3. Lot 7 Block 2. Lot 6 Block 3, Lots 9 and 28 Block 4 and Lot 2 Block 6 are servient to and contain the 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. 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 ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water Drainage System. LEI 4. Any Re -Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards of the City of Meridian. 5. This development recognizes Idaho Code Section 22-4503, right to farm act, which states; "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 nonagricultural 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. The provisions of this section sholl not apply when a nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof.' (667.41') 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/Dainage District. Irrigation water has been provided by Settlers Irrigation District in compliance with Idaho Code Section 31-3805(b). Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Settlers Irrigation District. A portion of this subdivision has been excluded from the assessment rolls of the Nampa Meridian irrigation District by that Resolution For Order of Exclusion recorded as Instrument #114020673. Said portion of this subdivision was annexed into the Settlers irrigation district by instrument #114018750. 7. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest established (81 normal Ground Water Elevation. • 1O.78 0 Z o, 1 !'3A'28"W I_ �- N89'36'33"W- -I jr.71 Ia1 1ao.0o� 1 �S00'23'27"W n 1 1 ,11.96 1 L - -J -100.00'- - --j N Vi 61 I N Ito M W 36 33 W -1 -00.00 - -) N lal I N PRE o 0 L � N89'3633"W �� 10 Z i r --100.00'-� Ia1 � 1, �10 M 1 SUBDIVISION BOUNDARY 4.00 SECTION LINE EASEMENT LINE (SEE NOTE 1) STREET CENTERLINE LOT LINE EXISTING PARCEL LINE RECORD INFORMATION .-1 WW W Q 1 -:I OD � i 0 1 cpol �oz M (� L 25' 25' - N8936'33"W - I 00 col 85.59' W. WOODPINE _ST. N8936'33"W 125.00 m i N w c14 j - C 75.94 - MOCK 6 L25 WWI 10 89'36'33"W 1 UJi CiNf L. - 100.- - - J i M v - v --:, _ ►Ss� � r It C WI : I r-i 041 M O 0 Z LOT NUMBER T.101. S.35 ; S.36 1996.99 _$_ _ _ _ FOUND BRASS CAP T.3N. S.02 'S.01 NW43'Q2"W 2662.2 MONUMENT crL CP & F NO. BASIS OF BEARINGS FOUND 5/8' IRON PIN W 109109699 WITH PLASTIC CAP PLS 4431 Z 4 106098192 USTICC ROADWI UNLESS NOTED OTHERWISE O 98117242 SET 5/8" x 24" IRON PIN IX 97080382 WITH PLASTIC CAP, PLS 7729 Z 96096871 8725195 SET 1 /2" x 2e IRON PIN 7513502 8. Coleman Lateral easement Instr No. 114009380. WITH PLASTIC CAP, PLS 7729 9. Colman Lateral license agreement Instr No. 114009379. ACHD storm drain easement 10. ACHD Temporary Turnaround Easement Instr. No. 114054675. Tr See Note 2 and Note 3. 11. Ada County Highway District temporary License Agreement No. 114030914. F%l Temporary Offsite Turnaround Easement Line Table Line # Direction Length L1 N76'40'52"E 10.00 L2 S4136'20'E 20.38 L3 S48'03'40"W 20.54 L4 S7145'20"W 36.75 L5 S18*14'40"E 14.16 L6 N61'30'11 "W 20.34 L7 N7230'04"E 50.69 L8 NOO'23'27"E 46.85 L9 NOO'23'27"E 51.61 L10 NOO-23-27"E 23.94 L11 SOO'23'27"W 23.94 L12 SOO'23'27"W 23.94 L13 S28'29'49'W 20.78 L14 N84-51-45"E 90.46 L15 N65-03-03"W 3.86 L16 N20'03103"W 20.38 L17 S8728'22"E 2.06 L18 S87'28'22"E 50.00 1-19 N89 36'33"W 50.00 L20 NOO'23'27"E 15.11 L21 S69'56'57"W 20.54 L22 N65'03'03"W 3.75 L23 S44 36'33"E 20.38 L24 S45'2327"W 20.54 L25 N72108'040W 10.00 L26 S03-03.40"W 1 24.81 60 0 30 60 120 SCALE IN FEET 1 " = 60' 1/4 CP&FNO. 665.30 5.36 110073308 - -0 103107927 100028214 S.01 8725196 7513503 Curve Table Curve # Radius Length Chad Bearing Delta C1 100.00 37.19 36.97 N82'24'30"E 2118'20" C2 100.00 38.20 37.97 S7559'42"E 2'1'53'17" C3 100.00 42.86 42.53 S77.19'48"E 24'33'29" C4 50.00 62.99 58.90 S50'51'01 "E 72'10'38" C5 50.00 76.21 69.04 S43°16'26'E 87*19'47* C6 100.00 42.86 42.53 N12'40'12"E 2433'29' C7 125.00 46.48 46.21 S82'24'30"W 211 *18*20" C8 125.00 2.31 2.31 S86.24.30"E 1'03'39" C9 125.00 45.44 45.19 S7527'52"E 2049'37" C10 125.00 47.75 47.46 N75'59'42"W 21*53'17" C11 75.00 22.40 22.32 S73'36'31'E 17*06'56" C12 75.00 27.89 27.73 S82'24'30"W 21 *18'20" C13 75.00 28.65 28.48 N75'59'42"W 21'53'17" C14 125.00 53.58 53.17 N77`19'48"W 243329" C15 25.00 31.49 29.45 S50'51'01'E 72'10'38" C16 75.00 19.33 19.27 N22'08'38"W 14'45'54" C17 75.00 39.94 39.47 N44'47'02"W 30'30'54" C18 75.00 35.21 34.89 N73'29'25"W 2653*51" C19 75.00 94.48 88.36 S50'51'01 "E 72`10'38" C20 75.00 42.97 42.38 S70'31'36"E 32'49'29" C21 75.00 32.64 32.38 S4138'51"E 2456'01" C22 75.00 35.58 35.25 S15'35'22"E 27*10'57" C23 75.00 3.13 3.13 SOO'48'13"E 273'21" C24 75.00 114.31 103.57 N43'16'26"W 87'19'47' C25 25.00 9.12 9.07 N7629'06"W 205429" C26 25.00 28.98 27.39 N32'49'12"W 66'25'19" C27 25.00 38.10 34.52 N43'16'26"W 87'19'47" C28 125.00 31.06 30.98 N17'49'54"E 14'14'05" C29 125.00 22.52 22.49 N05 33'09"E 10'19'24" C30 125.00 53.58 53.17 S12'40'12"W 24 33'29" C31 75.00 25.95 25.82 S15'02'18"W 1949'18" C32 75.00 6.20 6.20 S0245'33"W 4'44'11' C33 75.00 32.15 31.90 S12'40'12"W 2433'29" K' (7729 G\,AF+�lF OF WpF \l' G. GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 1450 E. WATERTOWER STREET, STE. 130 MERIDIAN, ID 83642 SHEET 1 OF 3 �i�•lailey, Engineering, Inc. CIVIL ENGINEERING I PLANNING 1 %a�DD 4242 N. BROOKSIDE LN TEL 208-938-0013 BOISE, ID 83714 www.baileyengineers.com