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CC - Final PlatUNPLATTED 1456I16"E " N7g.13' 58"E N 80 4 S89 22 25 E S8926'37"E N86'55'57"E 146,49_ 160.00' _ 161.96' 74.65' o o n 0 UNPLATTED NS2723756"E S89'31'35"E 132.70_ � N61o�� �--- 1 �Oc K 12 O O OZ B►- 5 SPR�N Q O��R 11 Z M �IrA ~Io 10 J © I LO a I3 12 i O I 0 m o N 13 � m 1 i � I I 14 I O I POINT OF O 1 BEGINNING ° N89'28'S2"W 15 1O 150.00' ° N89'28'52 "W ° to 0 173.00 (V S89'28'52"E L7 173.00_7_ O ' I N 81.23' Curve Table Curve # Radius Length Chord Bearing Delta C1 325.00' 80.33' 80.13' S82'17'33"E 14'09'45" C2 275.00' 11.79' 11.79' S76'26'23"E 2'27'26" C3 300.00' 74.16' 73.98' N82'1 7'36"W 14'09'51" C4 300.00' 56.53' 56.45' S80'36'34"E 10'47'48" C5 300.00' 17.28' 17.27' S87'39'28"E 3'17'58" C6 300.00' 73.81' 73.62' S82'15'33"E 14'05'46" C7 275.00' 67.97' 67.80' S82'1 7'33"E 14'09'45" C8 325.00' 12.63' 12.63' S76'19'28"E 2'13'35" C9 325.00' 67.33' 67.21' S83'22'21 "E 11'52'11" C10 325.00' 79.96' 79.76' S82'15'33"E 14'05'46" C11 325.00' 8.38' 8.38' NO3'15'13"E 1'28'36" C12 325.00' 10.72' 10.71' N01'34'15"E 1'53'20" C13 325.00' 19.09' 19.09' NO2'1 8'33"E 3'21'56" C14 300.00' 17.62' 17.62' N0218'33"E 3'21'56" C15 275.00' 16.15' 16.15' NO2'1 8'33"E 3'21'56" C16 1015.00' 22.10' 22.10' N89'58'18"W 1'14'51" 100 0 50 100 SCALE IN FEET 1"=100' 200 Curve Table Curve # Radius Length Chord Bearing Delta C17 1015.00' 85.25' 85.23' S86'59'54"W 4'48'45" C18 1015.00' 82.34' 82.32' S82'16'05"W 4'38'54" C19 1015.00' 84.96' 84.94' S77'32'45"W 4'47'46" C20 1015.00' 1.51' 1.51' S75'06'19"W 0'05'06" C21 1015.00' 276.16' 275.31' N82'51'26"E 15'35'21" C22 1040.00' 80.87' 80.85' N88'25'27"E 4'27'20" C23 1040.00' 241.54' 241.00' N79'32'34"E 13'18'25" C24 1040.00' 92.67' 92.64' N70'20'12"E 5'06'20" C25 1040.00' 415.09' 412.34' N79'13'04"E 22'52'05" C26 1065.00' 45.27' 45.26' N89'26'03"E 2'26'07" C27 1065.00' 304.70' 303.66' N75'58'48"E 16'23'33" C28 1015.00' 1.03' 1.03' S70'41'1 2"W 0'03'30" C29 1015.00' 50.91' 50.90' S69'13'15"W 2'52'26" C30 1015.00' 51.94' 51.94' N69'15'00"E 2'55'56" C31 185.00' 4.84' 4.84' S68'32'02"W 1'30'00" C32 185.00' j 64.83' 64.50' S79'19'23"W 20'04'43" Nom 16 N 3 JUMP CREEK SUBDIVISION NO. 1 17 Q) I O M O Z 1 0 o a > O cn l 0 I <M N 18 I 0 J 00 yo 0 89'28'52" o Qcn 100.00'00 m Na CAP u7 m 28 1317 UNREADAEEE 1317.68 28 27 OD----- --- --- 33 MCMILLAN RD. 33 34 N89'16'45"W 2635.36 CP&F #7962195 LEGEND SUBDIVISION BOUNDARY Curve # SECTION LINE Length EASEMENT LINE (SEE NOTE 1) Bearing STREET CENTERLINE C33 LOT LINE 3.72' EXISTING PARCEL LINE S89'56'1 7"W 1'09'04" 0 LOT NUMBER 73.39' ACHD storm drain easement See Note 2 FOUND 1/2" IRON PIN, PLS 7729 SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS CAP MONUMENT FOUND 5/8" IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE SET 5/8" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 Curve Table Curve # Radius Length Chord Bearing Delta C33 185.00' 3.72' 3.72' S89'56'1 7"W 1'09'04" C34 185.00' 73.39' 72.91' S79'08'55"W 22'43'47" C35 160.00' 63.47' 63.06' S79'08'55"W 22'43'47" C36 135.00' 53.56' 53.21' N79'08'55"E 22'43'47" C37 75.00' 5.80' 5.80' S01'35'1 9"E 4'25'48" C38 100.00' 7.73' 7.73' N01'35'19"W 4'25'48" C39 125.00' 9.66' 9.66' N01'35'19"W 4'25'48" C40 225.00' 13.36' 13.36' N01'10'57"W 3'24'11" C41 225.00' 60.50' 60.32' N10'35'15"W 15'24'24" C42 225.00' 15.41' 15.41' N20'15'12"W 3'55'31" C43 225.00' 89.28' 88.70' N10'50'55"W 22'44'07" C44 200.00' 79.36' 78.84' N10'50'55"W 22'44'07" C45 175.00' 45.33' 45.21' S06'54'07"E 14'50'31" C46 175.00' 24.11' 24.09' S18*16'10"E 7'53'35" C47 175.00' 69.44' 68.99' N10'50'55"W 22'44'07" PLAT SHOWING JUMP CREEK SUBDIVISION NO.2 LOCATED IN THE E 1/2 OF THE SE 1/4 OF SECTION 28, T.4N., R.1 W., BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO NOTES: 2017 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Jump Creek Homeowner's Association and a Permanent Public Utilities and Property Drainage 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 Public Utilities and Property Drainage Easement is hereby designated along each side of interior lot lines unless otherwise shown. 2. Portions of Lots 6, 8 & 10, Block 4, Lots 10 & 12, Block 5, Lots 10 & 12, Block 6, Lots 5 & 6, Block 7, Lots 3 & 5, Block 9, Lots 1, 2, 4, 5 & 8, Block 11 and all of Lot 7, Block 4, Lot 11, Block 5, Lot 11, Block 6, Lot 7, Block 7 and Lot 4, Block 9 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 and First Amended Master Perpetual Storm Water Drainage Easement recorded on November 10, 2015, as Instrument No. 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 ACHD pursuant to Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water Drainage System. 3. Any Re -Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards of the City of Meridian. 4. 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 shall not apply when a nuisance results from the improper or negligent operation of an agricultural operation, agricultural facility or expansion thereof." 5. 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 District. Irrigation water has been provided by Settlers Irrigation District in compliance with Idaho Code Section 31-3805(1)(b). Lots within the subdivision will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Settlers Irrigation District. 6. Direct lot access to W. Black Cat Road is prohibited. 7. The bottom elevation of all structural footings shall be set a minimum of 12 -inches above the highest established normal Ground Water Elevation. 8. Lots 7 & 10, Block 4; Lots 11 & 16, Block 5; Lot 11, Block 6; Lot 7, Block 7; Lot 10, Block 8; Lot 4, Block 9; Lot 1, Block 10; Lot 4, Block 11 and Lot 1, Block 12 are common lots which shall be owned and maintained by the Jump Creek Homeowner's Association. All common lots are subject to a blanket public utility easement and irrigation easement. 9. ACHD Temporary Drainage Easement - See Inst. _________ 10. The rear lot lines of Lots 8-12, Block 8, Lots 1-9, Block 9 shall be subject to a Gravity Irrigation Easement in favor of the Jump Creek Homeowner's Association, as shown on this plat. Lot 10, Block 4 shall be subject to a blanket Gravity Irrigation Easement in favor of the Jump Creek Homeowner's Association and the Creason Lateral Assocaition, Inc. - See Inst. No. 2016-054934. Line Table Line # Direction Length L1 N00'31'08"E 28.87' L2 N00'31'08"E 35.00' L3 N00'37'35"E 42.71' L4 S89'18'27"E 29.58' L5 N68'10'08"W 27.73' L6 S00'37'35"W 10.02' L7 S00'31'08"W 5.19' L8 N53'09'42"E 19.67' L9 N42'39'28"W 18.91' L10 N45'38'21 "E 18.39' L11 N44'21'39"W 18.38' L12 S47'47'37"E 18.06' L13 S03'48'1 YE 15.80' L14 NO3'48'13"W 15.80' Line Table Line # Direction Length L15 N40'11'11"E 18.06' L16 S28'58'34"W 18.73' L17 N63'11'51"W 18.73' L18 S67'12'58"E 18.38' L19 S22'12'58"E 19.74' L20 N22'12'58"W 19.74' L21 N22'47'02"E 18.38' L22 S45'30'59"W 18.38' L23 S44'29'01 "E 18.39' L24 N44'20'26"W 18.37' L25 N45'39'34"E 18.40' L26 S45'36'21 "W 18.41' L27 S44'23'39"E 18.36' ONN�_ IANC ENSFO 7729 .G'�p��TF OR G. GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 1450 E. WATERTOWER STREET, STE. 130 MERIDIAN, ID 83642 SHEET 1 OF 4 PLAT SHOWING JUAVIP CREEK SUBDIVISION N0.2 _____________-ACHD TEMPORARY 6+16"E 1 DRAINAGE EASEMENT NSA!' • 15.01' SEE NOTE 9 " $ 1 I E S89'22'25"E---------� I N79'13'Sa • __ _o 160.00' 1 S89 -j6 -37"E N86 -5557"E 146 �' • - -110.00'- - - 25'25 • _L6 1 1.96' 74.65' • 7416 o o I I I • 8 6' 81.00' - • -� -01 1 r----� BLOCK 10� I I I 1 , o :- I W mN fp to � Il ci 8 10 p M �I i �� 1 3 I -,N� 2O 0 3 �Q 1 O I ui ^o o No 3 00 o N �\p "' VO)o^ol 6 �0 q0 4 �o O �� o o I O o M O or, O N p I v' C20 Z 0 1 0 o rn L- --110.00'- - -I w z i o 0 F- I -N89.22'25"W- � 1 I 1I0 O i0 001 II 100 I 1 L- I - -110.00'- - -I -N89'22'25"W- -I II I l01 l o 1001 0 I II I 1 L- - -110.00'- - -i T I--N89'22'25"W- -7 lC) I ol I I0°1 O N N89'22'25"W\ 25 25 0 4 vi o' I� 110.00' x x x -N89'22'25 ;'W LLJ I I 68.00' to -NOo'37'35"E I C' O1 `o I I `° I (--N89'22'25"W- zI 1 �---110.00'---� I L11 z 67.92 58.90' C16 C17 C21 ' - S89'20'53"E 126.82' _ - C23 � - � N C27 • _ S89'20'53"E 164.80' C22 _ _ - W. DEER SPRING ­SD . ��� • C25 a S89'20'53"E 126.79' C26 w 1 0o I p - 86.99' _ 39.79' M 'L15 r L10----��� z L14\x/ � 9 L13 1 0 1 I I • / \" � \x -0c) l 10 I o 1 Og C37 • k; c3s BLOCK 11 I 61 I- o " II 01 ® i0l -C12 N - S89'22'25"E - J C11 100.18'- - 3 Y LO ih v l 1!0 ,o 0 Lo l C*4 O3 mI^ Orn L9 l I N _ z ivc» I a r+ I IN c3 �•p�c4 C5 W._PHILOMENA ST. 0 C7 C6 • • N89*18'27"W 113.54'- -� F- _ _ C8 C10 S89'18'27"E 113.57' L4 • I I- - C9 - _60.00' 30.42' 1 1 3.15' 0 0 20.00 -1 F ----I l 1 3 a o I I 113 1�1 11; n IMI 12 o d 11 3 0 I !�O I�I o M 10 M gO o ® I I I I N 110 l J L ---_.u) N 20.00' I I 11tH L - - 10.00' BLOCK 8 • J L -__J N89'18- - 34.14' 60.00' • - - - - 90.00' N89'18'27"W 94.14' GRAVITY IRRIGATION $78'39'56"W EASEMENT 81.23, SEE NOTE 9 T-N89'22'25"W- 25 25 I 1I i 62.00' - S89 18 27 E 10 �I I p � I� 68.00' 68.00' 56.43' -NOo'37'35"E I 1 L- - -110.00' Cn----�--- I (--N89'22'25"W- -1 et• I C15 �� wN� - I Co �C W v 01 � "� o �I L I M I 1 I 3 C1 L8 z w I --� C2 ! o I 0 �, • - 0� a ) M II 01 ® i0l -C12 N - S89'22'25"E - J C11 100.18'- - 3 Y LO ih v l 1!0 ,o 0 Lo l C*4 O3 mI^ Orn L9 l I N _ z ivc» I a r+ I IN c3 �•p�c4 C5 W._PHILOMENA ST. 0 C7 C6 • • N89*18'27"W 113.54'- -� F- _ _ C8 C10 S89'18'27"E 113.57' L4 • I I- - C9 - _60.00' 30.42' 1 1 3.15' 0 0 20.00 -1 F ----I l 1 3 a o I I 113 1�1 11; n IMI 12 o d 11 3 0 I !�O I�I o M 10 M gO o ® I I I I N 110 l J L ---_.u) N 20.00' I I 11tH L - - 10.00' BLOCK 8 • J L -__J N89'18- - 34.14' 60.00' • - - - - 90.00' N89'18'27"W 94.14' GRAVITY IRRIGATION $78'39'56"W EASEMENT 81.23, SEE NOTE 9 N82•23!56"E S89'31'35"E 69.11 • _ 132.70 _ • _ I� o 5� I �i•� .n 10 p N 'a o O 10 M 0o Imo : •� Ac Z �o� ' \ N. ate, z 1 cn 1-00 • �, OZ E Z �� a°/ BUCK N \o O\ I l C33 L22 I o A r? o _ - ---,- Icn 63.96 N6 ,a 0 � � �\ \ �; oo. C31 �' C32 N89'29'11 "W I C34 5.36' o0 4 \ N8 S89'29'11 "E 101.96' 61? \ \ oON o, , 14. C35 o- • $89'29'11 "E 0 63.95'X X! ° 1 67•h7 • 9 � � $89'28'52"E. M 100.00'` L (-C28 ��'� 12.66' -Z- CD C t- o M l 10 • �.47°� L18 I 10 LO x96' L19, i I L I W o r - S89'1 8'27"E 405.41' n N z • _ N $89'18'27"E 481 48' N M I N 00 I'n 1 r+� W. TWISTED CREEK ST. _57.22' %CL25 S89'28'52"E 25 25 60.00' EASEMENT LINE (SEE NOTE 1) i 62.00' - S89 18 27 E 212.01 68.00' 68.00' 56.43' -NOo'37'35"E I I 20.00' Cn----�--- I I C) o o o1 of I I 0� 10 al �� wN� of 10 L27 �ILo Qin w N1 I I 1 I 3 I I 1 I 3 --� lo�Z I 3 V) Cpl M°I I 0 M0 0_ 0� a 0 I� 10 o x 11 12 of 00 13 I 0 Co 00w I_ 14 of © to 0 N10 ^ 0 1 Z I _� 1 I 00 N 01 l En l z co I I L24 l l z I I M �X M 1 O N 62.89' p IGO 68.00' I 68.00' BLOCKI N82•23!56"E S89'31'35"E 69.11 • _ 132.70 _ • _ I� o 5� I �i•� .n 10 p N 'a o O 10 M 0o Imo : •� Ac Z �o� ' \ N. ate, z 1 cn 1-00 • �, OZ E Z �� a°/ BUCK N \o O\ I l C33 L22 I o A r? o _ - ---,- Icn 63.96 N6 ,a 0 � � �\ \ �; oo. C31 �' C32 N89'29'11 "W I C34 5.36' o0 4 \ N8 S89'29'11 "E 101.96' 61? \ \ oON o, , 14. C35 o- • $89'29'11 "E 0 63.95'X X! ° 1 67•h7 • 9 � � $89'28'52"E. M 100.00'` L (-C28 ��'� 12.66' -Z- CD C t- o M l 10 • �.47°� L18 I 10 LO x96' L19, i I L I W o r - S89'1 8'27"E 405.41' n N z • _ N $89'18'27"E 481 48' N M I N 00 I'n 1 r+� W. TWISTED CREEK ST. _57.22' %CL25 S89'28'52"E SECTION LINE 60.00' EASEMENT LINE (SEE NOTE 1) • 62.00' - X 47.90' 62.00' 60.00' Lo 56.43' -NOo'37'35"E I I 20.00' I I I C) o o o1 of I I 0� 10 al �� wN� of 10 L27 44.28' !d I O1 !� I I o'' .. o v 0 0 I 3 I I 3 I ® M0 0_ O9 M0 0 10 o x 11 12 of 00 13 I 0 Co 00w I_ 14 of © to 0 01 �l 1r - 0 1 Z 01 15 I of Io co I I z l z l I M �X I• I O N 10 p IGO +O I I BLOCKI 1 6 l 'z 16 O l - -� n _�--- _J 6 :.L_ - _2 _.00'- N89'28'52"W 100.00'] 1 3 ��I _---_-jI 62.00' �I LI - ' -�70.12' 69.70' _ N8918'27"W 481.72' LEGEND SUBDIVISION BOUNDARY S89'28'52"E SECTION LINE • EASEMENT LINE (SEE NOTE 1) • STREET CENTERLINE • __ _173.00'__ �- - -100.00- - I LOT LINE EXISTING PARCEL LINE Lo 0 LOT NUMBER I ACHD storm drain easement See Note 2 FOUND 1/2" IRON PIN, PLS 7729 SET 1/2" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 FOUND BRASS CAP MONUMENT FOUND 5/8" IRON PIN WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE SET 5/8" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 j' Lo.UV V 01 O 18 m of J 1ico L-- - - _-_- O N89'28'52"W C 100.00' N89'28'52"W 150.00' 60 0 30 60 SCALE IN FEET 1 " = 601 NOTE: SEE SHEET 1 OF 4 FOR NOTES, CURVE TABLE AND LINE TABLE S89'28'52"E - S89'28'52"E L r--100.00'--� - S89'28'52"E - J 001 0 I 001 ® I o0 • __ _173.00'__ �- - -100.00- - I 25.0 I pl ) la OI Lo a L 25' ,o I I I 20.00' _ r- w N ole C l 1 °° o1 of 14 O I 0� 10 al �� wN� of 10 �°°I 173.00' 1001 O1 0 cp I 1 t0 Z I 0 0 x 0 0 O O 7 iq L - S89'28'52"E - J I z Z w F---100.00'- - -I L O o 1 10.00' 00w of © to 0 01 �l 1r - I Z 01 15 I of co I I I Cil I • I• +O o N89'28'52"W 100.00'-C 16 O n M N 0 N89'28'52"W 100.00'] 1 3 �I A � w of 0l 17 lol o I0I P r%5 0 l h M I I O o Mi L--100.00'--- 0 ! cn j' Lo.UV V 01 O 18 m of J 1ico L-- - - _-_- O N89'28'52"W C 100.00' N89'28'52"W 150.00' 60 0 30 60 SCALE IN FEET 1 " = 601 NOTE: SEE SHEET 1 OF 4 FOR NOTES, CURVE TABLE AND LINE TABLE M p L - S89'28'52"E - J 01 (j �- - -100.00'- - J W zl� '61 Ia n 1 Z �1 0 l;° 120 SHEET 2 OF 4 I �I L m J S89'28'52"E - S89'28'52"E L7 I 001 ® I o0 • __ _173.00'__ �- - -100.00- - I 25.0 I pl ) la OI - -100.00'- - Ip I I 25' ,o I I L - S89.28'52"E - J F- - -100.00'- - I C l 1 °° I of ® to = -100.00'- -� o of 10 N89'28'52"W 173.00' 1o0.00'" 0 0 x 0 0 O O 7 iq - 0 \� i M 0 $89'28'52"E h to 1 -100.00' x I I 00w of © to 0 �l 1r - z M p L - S89'28'52"E - J 01 (j �- - -100.00'- - J W zl� '61 Ia n 1 Z �1 0 l;° 120 SHEET 2 OF 4 I �I L m J - S89'28'52"E 1 r - -100.001- - I I 001 ® I o0 I I L - S89'28'52"E - J - -100.00'- - 25' ,o I I LO I ;r, C l 1 °° I I J L = -100.00'- -� o 25.I N89'28'52"W 173.00' - 48' • I I 1 1 I I 1 I I I 1 I I� I M I Loo � I 13 3 I00 o I O � M N I 0 I N I I I I I I I I I I I I I I � ONNL LANA CO AGENSFO 7729 �' 9 P �� O F �� � GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 1450 E. WATERTOWER STREET, STE. 130 MERIDIAN, ID 83642 JUMP CREEK SUBDIVISION NO. 2 CERTIFICATE OF OWNERS Know all men by these presents: That Corey Barton Homes, Inc., dba CBH Homes, an Idaho Corporation, is the owner of the property described as follows: A parcel of land located in the East 1/2 of the SE 1/4 of Section 28, Township 4 North, Range 1 West, Boise Meridian, Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the Southeast corner of said Section 28 from which the East 1/4 corner of said Section 28 bears North 00031'08" East, 2637.33 feet; Thence along the East boundary line of said Section 28 North 00°31'08" East, 1736.07 feet to the REAL POINT OF BEGINNING; Thence leaving said East boundary line and along the exterior boundary line of Jump Creek Subdivision No. 1 as filed in Book 110 of Plats at Pages 15795 through 15799, records of Ada County, Idaho the following 12 courses and distances; Thence North 89028'52" West, 173.00 feet; Thence North 00031'08" East, 28.87 feet; Thence North 89°28'52" West, 150.00 feet; Thence South 00°31'08" West, 220.00 feet; Thence North 89028'52" West, 100.00 feet; Thence North 00031'08" East, 35.00 feet; Thence North 89°18'27" West, 481.72 feet; Thence North 00037'35" East, 42.71 feet; Thence North 89022'25" West, 150.00 feet; Thence South 00037'35" West, 192.53 feet; Thence South 89°18'27" East, 29.58 feet; Thence South 00°41'33" West, 110.00 feet; Thence leaving said exterior boundary line North 89°18'27" West, 94.14 feet; Thence North 68°10'08" West, 27.73 feet; Thence North 89°18'27" West, 90.00 feet; Thence South 78°39'56" West, 81.23 feet to a point on the west boundary line of the East 1/2 of the SE 1/4 of said Section 28; Thence along said West boundary line North 00037'35" East, 739.27 feet; Thence leaving said West boundary line South 89022'25" East, 160.00 feet; Thence South 00037'35" West, 10.02 feet; Thence South 89°26'37" East, 161.96 feet; Thence North 86055'57" East, 74.65 feet; Thence North 79013'58" East, 146.49 feet; Thence North 74056'16" East, 80.41 feet; Thence North 67047'02" East, 274.24 feet; Thence North 69044'52" East, 74.04 feet; Thence North 82023'56" East, 69.11 feet; Thence South 89031'35" East, 132.70 feet; Thence South 00031'08" West, 5.19 feet; Thence South 89°28'52" East, 173.00 feet to a point on the East boundary line of said Section 28; Thence along said East boundary line South 00031'08" West, 500.35 feet to the REAL POINT OF BEGINNING. Containing 17.02 acres, more or less. 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. Corey Barton Homes, Inc., dba CBH Homes Corey D. Barton, President CERTIFICATE OF SURVEYOR I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and 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 of Idaho Code relating to plats and surveys. Gregory G. Carter ACKNOWLEDGMENT State of Idaho ) ) s.s. County of Ada ) �N p,L L AND CO ENS SGS 7729 N O �'AFcTF O F CRY G. G P� P.L.S. No. 7729 On this day of , 20 , before me, the undersigned, a Notary Public in and for said State, personally appeared Corey D. Barton, known or identified to me to be the president of Corey Barton Homes, Inc., and Idaho Corporation, dba CBH Homes, the corporation which executed the within instrument and acknowledged to me that he executed the same of behalf of said corporation. 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 Notary Public for Idaho Residing in , Idaho SHEET 3 OF 4 JUMP CREEK SUBDIVISION NO. 2 HEALTH CERTIFICATE Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE 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 Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Department Date 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 ACHD APPROVAL OF CITY ENGINEER I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. City Engineer APPROVAL OF CITY COUNCIL 79. I, 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 CERTIFICATE OF COUNTY SURVEYOR I, the undersigned, County Surveyor in and for Ada County, Idaho, do hereby certify that I have checked this plat and that it complies with the State of Idaho Code relating to plats and surveys. County Surveyor 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. Date COUNTY RECORDER'S CERTIFICATE State of Idaho ) ) s.s. County of Ada ) County Treasurer hereby certify that this instrument was filed for record at the request of past O'clock M. on this day of Pages Instrument No. Deputy ,20 , in Book Ex -Officio Recorder SHEET 4 OF 4 at Minutes of plats at `b� GENs�c� o 7729 � o o F \0--11\ i RY G. G t