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Ambercreek #2W. McMILLAN RD. POINT OF " BEGINNING S89'S416 E 1340.89 ................ 30 107154139 25 PLS 8251 S89'54'16"E 500.96' 1 -- -- -- -- -- -- -- -- -- --�- (� E 1 �16 25.00' _ _ _ _ _ _ _ _ 25.00' 839.93' 36 31 Z p CP�kF,/t10500 41Sr----------- -- - S8954'16"E 500.93' - - ------ 4� 3 Z ACHD SIDEWALK 1 i4n m EASEMENT SEE SETTLERS IRRIGATION -o �_ IDAHO POWER I o LL�� NOTE 12 EASEMENT INSTR. N0. o EASEMENT INSTR. o ococ p w 110062040 co 18 0 00ON , _ _ NO_98105432 - 01 � --------- - --------- `°- --------to --------------- _ --------------- --- PLS 8575 Q Z - L9 - - S89'54'16"E 500.8T - __ -- - - - - - - - _I 1/4 m 1 -� _ 83.67' 58.76' 50.00' 50.00' 50.00' 50.00' �'�� 7------ --1050.00' 50.00' -r -I T- - - - f \ 3 SEE 104 BLOCK 51 INOTE 11 I I BLOCKI 15 I I 10318 37 26.53 oN b� o� o� �� o� o o_ o _) o_ o__ o_ o 1 ,'y �� 11 0� 12 0� ,3 0� ,4 0� ,5 00 ,6 0� 17 old' '� I i 42.68?� 2 Z` o o' o oI o 0 0 0 0 0 050 0 0, Q O z 1 398 �,, \ 376 35�12 1 ch 332 1 01310 10 298 I V) 274 I N 252 1 0 230 I I O 3 WC C4- I 16.41' I I I I 11 ( 1 ( I I � i of O \ v r L -- 1 L-- I I---J -J -J i --I I S co i Ulf, 50.00' WC 50.00' WC 50.00' WC 50.00' WC 50.00' WC 50.00' WC i �i (� N IE es N 'CO li �I �I Q W l �- 3 tV Q li Zt_� l of 10 �) II� �- !w IL l o - _ o) w p 0 NI uii 0 z 0 1 /-' N89757'55"W 120.00- AMBERCREEK , SUBDIVISION NO.`1 k LEGEND SUBDIVISION BOUNDARY 0 FOUND 1/2" IRON PIN, PLS 11118 SECTION LINE 9 SET 1 /2" x 24" IRON PIN EASEMENT LINE (SEE NOTE 1) WITH PLASTIC CAP, PLS 11118 IRRIGATION EASEMENT LINE FOUND BRASS CAP (AS NOTED) STREET CENTERLINE MONUMENT LOT LINE 0 FOUND 5/8" IRON PIN WITH PLASTIC CAP PLS 11118 EXISTING PARCEL LINE UNLESS NOTED OTHERWISE ® SET 5/8" x 24" IRON PIN LOT NUMBER WITH PLASTIC CAP, PLS 11118 WC WITNESS CORNER, 1.00' BEHIND ACHD STORM DRAIN EASEMENT RIGHT-OF-WAY ON LOT LINE SEE NOTE 2 REFERENCE MONUMENT, 1.00' BEHIND RM RIGHT-OF-WAY, PERPENDICULAR TO CENTERLINE OR TOWARDS CURVE RADIUS CUNT HANSEN, PLS LAND SOLUTIONS, LAND SURVEYING & CONSULTING, PC 231 E. 5TH ST., SUITE A - MERIDIAN, ID 83642 �aPL LA FrZo:'j`At " 1,20 cc 0- 1 11118 �F\6 Nw NP O ` (� 113.00' O O� I ti IB 12 100 n _ g L - J 30.00' 30.00' z _-_-100.00'_- N89'S7755 W } I w 160.00' 1 - -AMBERCREEK N00'02'05"E-J - • 38.59' U SUl IwSiON No. N44051,36 W 1013 8.50' ( IN S89'54'16"E 290.13' 333.63' W. PEACH SPRINGS ST. S8_9'45'18"E 613.55' 500.55' wr wr coned c'. G"tr A n] c .' wn utn PLAT SHOWING AMBERCREEK SUBDIVISION NO.2 LOCATED IN THE NE 1 /4 OF THE NE 1 /4 OF SECTION 36, T.4N., R.1 W., BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2015 0 30 60 SCALE IN FEET 1"=60' - S89-57_08"E 160.00' We S00'02'52"W 100.00' WC -3 oo' 30.00' 34,47' 589*57 08 E r1 Ali l iV 4 f M . I -00.00 �tL� o rn i w ice) RM io O I$�.. RM W.roicno _ Z °' '- L --100.00'- - J GD 5 - - w N WC - N89'57'08"W- -� , 10 M '� NSt 5 I$ $ t ti� 44.34' 40:00 40.00' 40.00' 40.00' I--V 8.18 40.00' 40.00' + 40.00' 40.00' v 44.02'! ? I w 1257 I wI 1239 1 1225 1 1271 0 911 1 1771 1 1631 1 159 1 1 145 0 i I CN °),o�ci l O o w O o d IwI O cq o 6o�oo:do�o0't w1271 O dam' O 3 00 dq O o0 O� N O O C:i N O d O oo*,Dom,, N O q N 3 O O o O 0- p �� r0 0 0 O o O 0 O D �I zl �I II zl II BLOCK zl II L7 zI II z I c IN I II I� II Ic PL-J IN I II b L--J 45_00' 40.00' -I 40_00' I- -i 40_00' L_-J 40.00'18.1 L--J ' 40.00_ L_-_.! 40.00_ 40_00' I -J 40.00' L--ten 45_34' N89045'18"W 428.52' 20' PUBLIC ALLEY AMBMCREEK SUBDIVISION NO.. 1 o 04 z � O m (v7 RM in zZ L-- -J N 3 i 100.00 - - o o WC - N89'57'08"W- C4 O 0)I 'o (o N -4to o ,o, to 30.00' 30.00' WC - j oo.00'- _ J N89'57'08"W 160.00' S00'02'52"W 22.05' T 45-08'47"IW - AMSOMREEK ( I 8.47' I SuBDIMSION NO. 1 NOTE: SEE SHEET 2 OF 4 FOR NOTES, CURVE TABLE AND LINE TABLE 120 alley Engineering, Inc. CIVIL ENGINEERING I PLANNING I CADD 4242 N. BROOKSIDE LN TEL 208-938-0013 BOISE, ID 83714 www.baiLyengineers.com SHEET 1 OF 4