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Irvine #1� I � 1 10 �l PLAT SHOWING IRVINE � U RDI V� I N NO. LOCATED IN THE W 1/2 OF THE NW 1/4 OF SECTION 26, T.4N., R.1 W., B.M. MERIDIAN, ADA COUNTY, IDAHO 2014 60 0 30 6020 ------ �' X\ \ \ \ \ \. � \ v, SCALD IN FEET EXISTING SIMPSON i\ \ \`� �; ,,\ \V�yvEXISTIN 1" = 60' LATERAL EASEMENT. t.�����'� ��`v\vv_�v\V`L�>' ��1�TURNAR CP & F ALUMINUM ` . ti CAP NO. NOTE 8 \\ \.Ss97 106064774 - - - - -- - - 93.42' ��- 25 25' W. CHINDEN BLVD. - - - - - 7700617 S.22 S.23 HIGHWAY 20/26 NW 1j16 r {ply Olpolww O �I ---- --- _ - co Io c� S.27 S.26 � I 0 © S $ " 9'10 58 E 3 W-S89-10'58'E- � 1313.78' ago 60 { --93.23'- - _1 ,cN 'n 00 I of 1 Ig �' 101 i�J M E Z �I `° I :' LOT 7. S89'10'S8"E I BLOCK { 7 { 69.52 --s3.00'_ - _j I S89'10'S8"E 162.52 -- O N { os` M N89i O'5WwJ (N �` ICI c; Q 38.66 a : " ; M - M Ylr to zn Q (0 N m33 _oz i (n N . i NO I < z� mcn 00 Noo oN Or REAL POINT OF BEGINNING S89'09'47"E 287.51' NOO'21'10"E -� 31 08 S8909 47 E i F---123.84' z �pl to v°"i � i�ti1 M o � Z I i LJ O z ' L _ - i---123.69'--- S8909'47"E - - M p1 ti Lo r.0 a !I (01 ml 50 L - - S8909'47"E - -- p- c" I r 25' 25' 0. I a o o I Z �r .1 tCl a tL- - - ,., - 148.30' UNPLATTED V \\ �v ��. G ACHD TEMPORARY OUND EASEMENT NOTE 12. O'58"E 509 43 \\`\\ 100.00' -100.00'- - MI i I - I� 12 F 1� I � to Cal I oz � i ml 1� L 40 - S89'09'47"E �-� 1_ - S89'09'47"E - --100.00'- - r- - -100.00'- - -� 1 [�" 0 11 91c; 1 � I� 1 1 L1 co 0 10 I I I cal Ir L - S89'09'47"E - J L _ S89'09'47"E - I -j --100.00'-� - r - -100.00, - -1 I01 I� 10 I lb O I Q I 1 1 p 61 1 p m1 I o Ir I I 41 I L - S89'09'47"E - J �I - S89 09'47"E - -j F --100.0W- - -1 wr - -100.OW- - 1 �I rof o 00 (� 100 ! to.1 4 � (I I < tof r L/ o Ir z I o Ir I I I I L - S8909'47"E - 1 `i• L - S8909'47"E - I- --100.00'-- - -� - -100.001- - I of cil o IN Ig 1 im cl I I- 1 I I I to - S8909'47"E - J 1 L - S8909'47"E - ► J tF -100.00'- - - 100.00, f I ��-----M -�- I �I Irn � O to Iw� I`o M I� I� Ir Ia z to Ito ------1-------� 85.09' 84.91' W. TANGO CREEK ST. 17a,ao 1 _ 143_76' _ 106.25' S8909'47'47"EE 292.06 EXISTING ACHD STORM DRAIN EASEMENT NOTE 11. 1 - UNPLATTED N00i9'18"E I S89`11'44"E 334.01 25.64 1 65.00' _ 65 00' - 65.0a s 65.00' 74.Oa' i t I I I I I 18 I O I I � 0� I * � 111 an 1 o0Zo �! 1 s O I p 2 Q O/ - N p N 100 W I o '� �� 1 Zi ! 2936 1 1 2914 1 1 2892 1 1 2870 ! I 2848 L---- 65.00' -I �------1 65.00' L_ -_ - 65.00' , 1 65.00' 57.65' EXISTING ACHD STORM DRAIN EASEMENT NOTE 11.-. 21.45'-1---�-� 251.84' 42.32' ? 10 00'--) i 64.85 r- - 64.00' S<2�� 64 00" APE, c 10' SEE 1 - 1 NOT 697 R 3075 RI j 3053 -1 I 3031 t01 tot 1 Q �0 O MO 2 spo0 3 M0 I zl .- p zl ,epn® O zl O I I I I{ &�1 -_ I-----J _ 64_00' L_ _ -� 64 L_- -J -74.00'__ - _64.00' _ PLS 4431 7' EXISTING HARRELL LATERAL SILVER" USER ASSOCIATION EASEMENT SUBDIVISION NO. 1 1j4 CP & F ALUMINUM S.27 S.26 CAP NO. 112026997 99113293 7734793 7648495 Curve Table Curve i Radius Length Chord Bearing Delto C1 50.50 25.26 25.00 N00'44'27"E 28'39'44" 4 UNPLATTED S89'3042"E 1150.02 25' --100.00' i of IIOV w�lo{ �! a 0 i ij I r 1 { t atQof L - S89'30'42"E - -1 o to <- -100.00'- - -� I Z of z25.00' W. SUNNY COVE ST. 317.66' 0 E S89'10'58"E 359.01 N 19.00' 1a9.00' w N- - _ 25o.a0' - - - cn w 167.55 71.j08%�,f SIDEWALK EASEMENT d NOTE 10 <$ ,: r \ .. S �z --- f 25' i 25' I 25' ---------r? G SIMPSON L EASEMENT. 13 7NE 0 +� d co S89'10'58"E S89'10'58"E 100.00' - - 100.00'-- - 12 Ic(a ( �!cn 10 -I j m 1 I tCl'm I S89Li -'09'47"E - - L - S8909'47"E - J r - -100.00'- - -� 1- - -100.00'- - I �� 11 I O !:o I ! I CIS I I I I L - S89'09'47"E - J L - S89'09'47"E - J �- - -100.00'- - 100.00' I 1 �f-------� 01 , a1 1° to w IV Y � Ir,` lo' I % L - S8909'47"E I - J �Ir00 vL - S8909'47"E - j 1- - -100.00 - � wr - -100.00'- - I P1 O) o1 Iry I t o SN ZI I ao 1 0 to lO I 1CS r11Ir L - S89'09'47"E 1 - -j 1 �- - S89'09'47"E i - J F_ - -100.00'- - -1 r - -100.00'- - -� �oI I� I� I to 10 rl la ( Oleo t�l I I I40 I L - S89'09'47"E - -1 L - S89'09'47"E - J r- - -100.00'- - - r - --100.00'- - -) - oI Ic a, ! I �I t 0006 1� \✓ I i 1 I } 170.00' •- 250.00' _ _ - S8909'47"E 555.95 W. TANGO CREEK ST �.va 1 14.t55 _ 159.94' 199, 70' Nto 59.00' �r to �l 65.00' 65.00' 65.00'65�p0' 515.95' .fi5 63.65' 00' 65.00' •� 66.95' CS - ( I I 2997 2981 I 2959 I to I 2937 I I I 2915 I 1 �' I 10' SEE NOTE 1 I 1282 1 I i :r'p _� �o _ p � - .-p 5 � -i 2893 6 � 'ro op I 2871 I Mo (pa 1 2849 =� M- I pT 'np or. :no o0 ,no o0 ,no op o lo0 8 �o zl Lopz) zl zi z( po zl IzI ao � 1 - - - - li I----- it II II II 2- II I I ZI II -74.00'- _ 65.00; _ - ------� ^65.00- __�_ L_ - _-� -65100_ _ L_- _ 65.04! __..r.�__ 65.00' __j L-----�-- 65.00' - --I L- SILVERLEAF SUBDIMISION NO. 1 01 SUBDIVISION BOUNDARY • SET 1 j2" x 24" IRON PIN SECTION LINE WITH PLASTIC CAP, PLS 7729 EASEMENT LINE (SEE NOTE 1) FOUND BRASS OR STREET CENTERLINE ALUM. CAP MONUMENT LOT LINE © FOUND 5j8" IRON PIN WITH PLASTIC CAP PLS 4431 EXISTING PARCEL LINE UNLESS NOTED OTHERWISE LOT NUMBER SET 5 j8" x 24" IRON PIN WITH PLASTIC CAP, PLS 7729 ACHD storm drain easement O FOUND 1 j2" IRON PIN, PLS 4431 See Note 2. TEMPORARY EASEMENT FOR ACCESS ROAD 7729 5 l€ OF \RY G. C P� GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP 1450 E. WATERTOWER STREET, STE. 130 MERIDIAN, ID 83642 I � I �1 I It L - S89'30'420E t - J a __100.00 '- - I I I a �1 IN I, z �- f - S89 30'42"E - 25' ; 25' 100.00 t EXISTING SIMPSON LATERAL EASEMENT. N N N NOTE 8. 1 aat N 0 Q �z ` 25' 25' I r to N iOD S89'30'42"E r--93.13'--- w L16 Uj o l cr, 'I o�I� icy © wz C4 10 J� sty{ to w NF - - - S89'30'42"E � t o a Q 100.00'- 0 - z w O w 3 (ZD I rn o 2 to o{ pis p � a= �1 ,x�� to w 0 o - S89'30'42"E -G o r --100.00 - - tp �- ` of C6 O 1NJ to C9 04 L11 73.90, 1 C Z _ TANGO CREEK_ of J Q DR. o{ 0: 89'30'42"W 125.00 `i m Uj 85.00 �a 'Q «1 Ic 12 Z z sII r 25' 25' C8 --100.68'- tV o i ' ^ G� ON89'3a'42"W cn Z w v 1 _ w G� { `n Q < Z' w 'n L z 0 zoo F�I­ Q Q w LiO \ �0< \ J Q 1`6 NW 1 j16 t PLS 4998 '0{ 66.95' 80.99' 95.08' - 7EXISTING HARRELL LATERAL USER ASSOCIATION EASEMENT NOTE: SEE SHEET 2 OF 4 FOR NOTES, CURVE TABLE AND LINE TABLE PLS 4998 J6afley Engineering, Inc. CIVIL ENGINEERING I PLANNING I CAQD SHEET OF 4 4242 N. BROOKSIDE LN TEL 208-938-0013 BOISE. ID 83714 www.balleyengineers.com