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Recorded Plat1 S00'42'25"W 4.00' N0Q'25'35E R M. , A F'UK I1UN OF THE NORTH /2 OF THE NUK I HI-_Ab 1 1/4 ANU A FVK I IUIN car 23.77' TAs 588+18.5fi THE EAST 1. 2 OF THE NORTHEAST 4 OF THE NORTHWEST 1/4 OF SECTION 27, � 1 OFF. 104.00 RT Q SEE Ras 12582 TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2020 FOUND ALUMINUM CAP N 1 %4 CORNER SECTION 27 POINT OF COMMENCEMENT PER CP&F No. 2020-150425 FOUND ALUMINUM[ CAP NE CORNER SECTION 27 BASIS OF BEARINGS t� PER CP&F No. 202-150426 O 5O 1 GO ��� 30C3 22 23 22 S89° � '35"E 2647.29' ,t -�-~---��-- Scale: -100 898.29 27 N89` 1735"W 1749.00' o STA. 588+45.46 W. Chinden Blvd. (HWY 20/26) r "27 26 SHEET INDEX OFF. 70.00 RT POINT OF (``,,—SOO 42 25 W (SEE ROS 12582) S89' 17'35"E 82 :85BEGINNING 70.00 (TIE) -6 SHEET 1 - OVERALL SUBDIVISION MAP AND LEGEND j SHEETS 2--3 -- DETAIL PLAT MAP N4T33*59"E 42.32 N00*25'35"E cc 00 SHEET 4 -- CURVE AND LINE TABLES AND NOTES .,... 23.77 - L E- 8LC3CK 33 SHEET 5 CERTIFICATE OF OWNERS c*U610 1 12 1.3 14 �.. ,o W. Silver River Ln. �6 17 '18 19 20 21 24 SURVEY NARRATIVE G 67.. 25 O 1 THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD ;SURVEY . OF 68 0 EXISTING MONUMENTATION• MONUMENTATION RECOVERED WAS FOUND TO BE IN n SUBSTANTIAL CONFORMANCE WITH THEEFE RRENCES I MTIM HEREON. Al I. 57 fiB PROPERTY CORNERS.WHERE MONUMENTS OF RECORD WERE NOT FOUND 't3 3C •? 27 WERE SET/RESET AS SHOWN HEREON. ':. © SSE v ' 95 SEE. SHEET 2 SHE a� .�. �..... LEGEND :} ET` � � 55 �� 7v � 28 � SEE SHEET 3 m SEE v -� 1 CO B V- .... FOUND ALUMINUM CAP AS NOTED SHEET 55 ....r.... 71 t V) V Cti 29 �► ► 93 its ► ...� FOUND IDAHO TRANSPORTAION DEPARTMENT N BLOCK 33 C •„ O N ALUMINUM CAP AS NOTED C? ?2 tU � '~ v 3D o to � ..,, 54 92 m > .> � F ,�" L. Q "PLS 5j8 REBAR WITH PLASTIC CAP LARKED r. .... 2 v 73 '�=-' 31 PAS 7880 , UNLESS NOTED OTHERWISE s C ' n .._ S3 •- •> a 85 85 87 88 89 90 52 Q SHEET f -- CERTIFICATES AND APPROVALS N S$s` 17'35"E REFERENCES 42.$7' R1. PLAT OF BAINBRIDGE SUBDIVISION No. 2 BOOK 108 OF PLATS U LA S AT • PAGES 15246-15251., RECORDS OF ADA COUNTY, IDAHO. C1 C R2. RECORD OF SURVEY No. 1 'I O4o, RECORDS OF -ADA COUNTY, IDAHO. o, (' IPrtvate t R3, RECORD OF SURVEY No. 11456, RECORDS OF ADA COUNTY, IDAHO. of R4. RECORD OF SURVEY No. 12582, RECORDS OF ADA COUNTY, IDAHO. 58 59 6a fi1 fit 63 647@65 23 "�. v� S$9° 1 ? `35"E R5. DEEDS PER INSTRUMENT Nos. 2018-a688C9, 2019-060619t I 84.00 2019-095396, 2020-026627 AND 2020--028189, RECORDS OF ADA SOO*42125"W COUNTY, IDAHO. 20.00 adben (private) 22 99 98 97 Sfi U2 z SET 5 j8" REBAR WITH PLASTIC CAP MARKED 74 Q "ALB "12459" 32 75 �' SOO`42'25"W SET 1 j2" REBAR WITH PLASTIC CAP MARKED BLOCK 33 24 20.00' "ALB 12459" fifi • o " SET BRASS PLUG {WITH MAGNET INSERT} s tko G C 'i d ._I ow If 35 W 84.00' MARKED "ALB PLS 12459" 33 O 0`42'24"YV t 0.50 (UNLESS NOTED OTHERWISE) WITNESS 9?.49 we CORNER. SET BRASS PLUG (WITH MAGNET SOOOOO'00 E INSERT) MARKED "ALB PLS 2459" (SEE NOTE Sfi.OQ' 19 ON SHEET 4 84 * • A CALCULATED POINT Go S90`€�0 00 W 48 . SkOtf *R.M. REFERENCE :MONUMENT �p1't 16.77 � 33 LOT NUMBER 37 47 38 36 SOQ`00'00''E SEE SUBDIVISION BOUNDARY LINE 45 39 140.94 BLOCK33 4i? � NOTE 18 Bainbridge 45 41 LOT LINE Subdivision No, 2 43 4 35 C5 ADJACENT LOT LINE S3 82 81 80 79 78 77 76 E G I N E E R I N G Bainbridge, Park 9233;tE5TSTATE STREET Subdlvlsl� MONUMENT CERTIFICATE BOISE, IDAHO 83714 PHONE (208) 6 9-6939 THIS IS TO CERTIFY THAT THIS PLAT IS BEING RECORDED UNDER THE FOUND ALUMINUM CAP 'Q PROVISIONS OF IDAHO CODE 50--1331 THROUGH 50-1333 AND THAT ALL kr€n81Epom CENTER OF SECTION 27 �. ' INTERIOR MONUMENTS WILL BE SET WITHIN ONE YEAR FROM THE RECORDING PER CP&F No. 2020-099180 3 _ DATE OF THE PLAT. JOB NO. 29-136 SHEET 1 OF 116 ?�r I PLAT OF a Bainbridge Subdivision No. 11 FOUND ALUMINUM CAP POINT OF COMMENCEMENT N 1 /4 CORNER SECTION 27 PER CP&F No. 2020-150425 FOUND ALUMINUM CAP NE CORNER SECTION 27 22 BASIS OF BEARINGS PER . CP&F No. 2020-� 150426 - ..... «.».. _ _._._. .... .._ _ . ._. ,.,_ ..._ .... . -. ..._ . S89' 17'35 "E 2647.29' 22 23 N89-17-35-W 1749,00' _Ar� �w W. Chinden Blvd, (HWY 20/26) 2? 2 3 - N C to f N89, 42 O♦ V0' SEE NOTE STA: 588+48.46 (NOT TO SCALE) ) 19 (TYPf ca + ,..,,. .,.» OFF: 70.00 .' N45'33'59"E S89" 17'35"E 825.85' 42.32' #-- ii NOO*25035"E +� 14.t}0' CITY OF MERIDIAN � 1 PATHWAY EASEMENT PER ...,.. ..-.._.. .«._ ..... 30' IT© PERMANEN"T EASEMENT PER INSTRUMENT ....«. _........,,..,..... ._.. -,.. v_.....,.....,,_. �-�-- �...... � 23.77 INSTRUMENT No. 2020-117583 S89' 17'35E 4$5 00' No. 2019-110527 3650, ! N -48.00'- l N54' 11 "28"E ac 29.63'_ 2 7 �+ *04 w� _ to �• • cn b 4 ZO BLOCK 33 - j C20 ao 0 LI": l 80 � I S89' 17 35 E 239.00' CO 3. G° 589917135E 239 00' c1s) t� n �J M W 00 n M N b C27 C26 coo C19 S89 17 35 E 324.53 ,22 S83'06'18"E 33,48' 0 o w 18.43'� I""' 22 W. Silver River Ln. (Private) o c� 10+ 'n C2 Z }VOTE (SfE Jts , o t sra 10) ",�,.% S89 17 35N E 323,1 fi , N$9` 17' 5"W ,.. a,._ , ,,,,,, ,_,,,, ,,,,,,,,,, ,.., , ,,,,,, , ,,,,,,, ., 3 " S83 NE G j «"" '_" 43.66 -' 4fl.00 40 00 40.00 ' 40.00 ro.00 " 40. 00 39. 50 "' "", � .I �o , 1 41.50 �-- 1 (0- -I- sET64C c .tiv,E " 56.0fl' mp j o l ss r ,�... - - �.f.. s S83`ps = �`` -~----�,.,..,... ¢ (SEA" sQ''�3r :Y6� c��� c87� 10' sEr „ 1 Q) A : H A a /�''�•,� "' C89 • -- ...» ...». NOTE 10 04 qt � �,,� o � .`,"- cy $ N � � �' z » l i �fF� � � C9ti C91� ) � � �w .flfl „�. 58 �. ,� 59 .�. � 5a � fit 62 Nv o b3 5q ��, g fi5 0 ' ^ p 2 rr�� w,�y.�� N h t 4 . ! t� •�q rn rta C► A� y� U? r t l s++�/� r.�( G? 5 vJ W 'r,L w W M ~' • 0 It:} �.,,1 � .A , f•.�,. {SEE c�, �l,rn w� a Q h » a ® 0� « j 56.t30 ,ua la,I tt� �° \j w 0 }� Nfl, £ t! 0. ;n Zc t a ✓,,,,, Z +z L�}i c i l"", tip jam. .�.' S78`57=24�.EIn Z 4' (SEE 56,00 ! y 5' (SEE1.rant �... � ..,,, ....NOTE 10) • � � 411, !_U.,,i, t� ca v c.� , � ,_.,,, � � S89'17'3fiNE 94.Cit}' W Vc 4TE 9)' "� ` ""`,Ca��.. '-58.56 -- --40.00 3 40.00 --- 40.00 - -40.00 ~ -40.00 ---40.00 - _. ..._. 56.00 ! ».�....,.. " 4' (SEE 89'17'36"E 94f00' » N89' 17 35"W S89 17 35 E $4.00Q21'S5 "E 11g-,!. S89-17 35 E 364.6fi , AN�-.- f44 ..� ca , fib © - NOTE 1 fl) w« «o ..-.. ® 5800'NMI : N '� SEE N TE 12 tU to SQ0 42 25 W G � v road t"!V � co ntLn tt 22 ca i N80'21 "55-w 123 89, w (SEE 109.08, coNOTE 11) C65 cv N8 .17 35 224.83 -- -•-- ffi4,83=..�...,_ 40,00'- 40.00'- 40,00'- -40,00'- 0 BLOCK 33 0 W W N© 98 W In Z 97 '0 ~� 9f N 0 0)99 « a) .�.. 4, (SEE z : t Z 2 NaTE 10) z Z 75.02' 40.00' 40.00' , 40f00' 40=00' --48=00'• ---48.00 - --- 48.00' .,.,_ ._. 48.00'-- --- •48.04'-- -48.00 -- 48f00 -- ---53.00 .,. 5 (SEE �..i 0 Z NOTE 9) � + Ui Ili!' Q V g N C? tJ S4,0 a" zt wo-""% b , � b q- � d tz 0 � �/ ,^j � .��. (nn N. tz tV Q too c(nn � �'.,,' t-"" o C21 2.66' ._. 48t00' 48.00' 48.00, 48.00' 48.00' 48.OQ'. 33.87 C25 -- --�39.50'-- %40.00' -- 3-40.00' W- 40.00' f C67 4' {SEE Lw_4• NOTE 11 t75 i w� s� K v ' MJ � 17 - y 7"�'1. 18 .�yr .Y�r 19 c� © '"- 3 r- to cn BLOCK 33 2.030- ...,. ,.�.. --C31 -- g-39.500- •40.00'- .. C69 A CV f N 2p "� rn a, 21 tyt'�) ry W ' b S89` 17'35"E C34 �42.87' G35 .wC3Z. S89'17'35NE c'et m C...7 _ b _ o � [:7 c��' co'v N89'17'35"W 20.00 24 66.00 ---fi6.00'- S 89.17'36"E 411 W N ca S89.17'36NE 94f00' 67 is `',' 94.00'� C L. 1 fl X10 (SEE a G 5' SEE r� ! w 4 (SEE NOTES 9& 10) � q'* OTES 9&11 } Q g 1 OTE 10) 0 25 » q _c iy '� 9 5' '�NOTE 1 fl)S891735E S89' 17'36 4.89` 17'36"E G 94,00' 5' (SEEC -04.00' C � N89-17s36 w N9&11) 4.0 a ©o c' «1 «8 �wo cv co ? �ry 6 S89'17'36"E , (SEE S89 17, l � so �.,,� �. fl CO C64 S89 17 35 E 235,02 C • ' _ _ � 22 , NOTES 9&11 a - CL 35 cv ,n 57 1fl (SEE c, z S89 17 35NE 94.0© �.; l 94.00 C 94.00 Wb x �r NOTE , r H a � Q LC � � c, � � " N89 17 36"W 94.00 10) cV :M1 S89 17 35 E 94.00 fi5 o f 9 o o (fl �FT S K LINE �' b ¢ �' a S83.0�,'1� to I � 27 a S89 17 36 E S89' 17'36"E 1 z o �' 95 © c' S89' 17'35"E N " NE 11 fl.Ofl , I ' l N89' 17 36"Y p R „ �. 5 (SEE NOTE 9) 94,00 94f00 C 94.00' it : 55 c� o © o N �a 94.fl0 �- �a,' ��y S$9' 17'35"E �34.00' 6. C ' U t » « E cn - a 28 S83'p& 1 gNE w tv ov WC S89' 17'35"E _ 110.00' `' o Sl © ' 94.00' 91 z S89' 1 N 7 35 E SEE NOTE 55 94f0£}' - SEE NOTE SEE NOTE " 19 (TYP.) 19 (TYP.) 19 (TYP.) SW CORNER 93 • LOT 92, BLOCK 33 VIC J / WC . t � S89'4224"W �, N89.17'3fi"1�l SEE NOTE SEE NOTE SEE NOTE S89 17 3fi E _WOO a,5o S 00 (NOT TO.) 9 TAP. r NOT TO SCALE' { ) (TYP.) 1 9 TYP. 19 (TYP.) (� af�� (NOT TO SCALE) S89 17 36 E 0.50 (NOT TO SCALE} uvC Iw�� : , N89'42125"E C`',tST a a 0.50' SEE NOTE x (NOT TO SCALE) 19 (TYP.) N89 17 35"VV 0.50' (NOT TO SCALE) 12459 $89' 1735"E 9233 WEST, STATE STREET BOISE, IRAHO 83714 0.50' (NOT TO SCALE) �',�� ��� DEVELOPER PHONE (209) 639-6939 0 i R b HToN L KrX 1UN kmengllp,com MERIDIAN, ID JOB NO. 19-236 SHEET 2`OF 6 M- I POINT OF CURVATURE . . LOT 23, BLOCK 33 Bainbridge Subdivision No. 11 CORNER NW CORNER NE '`�E LOT 106 BLOCK 33 LOT 108 SLOCK 33 ' POINT OF CURVATURE NW CORNER LOT 25, BLOCK 33 LOT 57 BLOCK 33 - t- 04 is . NE CORNER f ". + + 27 S89 1 36 E W S89' 1736"E LOT 57, BLOCK 33 ' c ry C64 94.00' w N N 94.a0' ' N69'17'36"W WC 58 CORNER NW CORNER a 4' SEE 94.0t3' SW INV LOT 100, BLOCK 33 LOT 95, BLOCK 33 70 5' (SEE � z � � 5' SEE NOTE 1 Q) `""'6 8 -8 r NOTE 9) NOTE 9 28 S83'Og'18"E 94 WC S8'1'i'35"E SEE 1 t 9 110.00 "' ~^�...t ' 94.00' NOTE 1 a) g'°� Cs, N89' 17 36"W 94.00 WC n S89'17'35"E MA 9'1 f " ! w ... 7 g s$ 36 E 66.00`' `� S8'9 17'36"E 66.oa 50 (SEE 94.oa'/'�'}(�sEE y� ��..`' sEI~ wa Es s } w/*q"' 8 L -- �-Ssa•17-35-E- L sag•17'36" 2 s.a ' NaTE 2 .�, o FT SETBACK LINE � �, �,, a � 93 WC ..,......�...... _ .... N$9' 17'36"W 94 00' WC " tG cl ! 94.00 " "' 62.00 - ........ cs..42.aa - -42 fl0 , ,.�. r�..... _ . 5 (SEE NOTE 9) .'IT ,�, w' 62.c�a w NOTE 1 C} a. S89' 17'35"E 94.00' `-' W ,.. "� 22 ) q u7 .» .� `4' w caw � d• ,N w : f » ' Ci ! x 14 $W �✓ 1'n Q 3a w CiN �. I _ s89 17 35 E w N w V N a N tt? ,..,., ., 924-0 wc _w cry ca ..........._.... f-- --- --, ,ri WC 94a?a cv cv �; ry o t3i 94.aC? ---- { Z 22 o, � c N ,tro w S87'22 23 E 110.04' {t°j ch 0 : cat > N w N89 17 36 "W ~` -, a C3 M - a «. S89' 17'35"E m $ 73 4' (SEE g [[ ' ' 's.. .� "pp t NOT10'E (SEE M "'"` ! „ 94.00 WC fiW � I " I � ""� NOTE 1 a) 10' (SEE � �' U) . a ss917 35 E 255.?� ss9' 7 35 E I NOTE 1 a `-'` ro 53 v 55.77' 40.00' 40.00' 40.00' 40.00' 40.00' � �� 94.00' � � •� 62.00' 42.00' 42.00' 62.aQ � � � � 94.00' � � ca CL €� 0 � N89'1736"W WC � I 56.00' z N o 7$ N .. �; sI9' 1 ? 36 208.00 T SETBACK UNE) 9 4' (SEE `° n0 t w 4w Rw A�,.i ��,, c �W flCi fJ NOTE 10 ._ BLOCK 33 t3LtCK 33 C9 ) M � w C� N84'01'28"E 11Q.®4 22? N w N ©LO to to f " ! to 0 85 �+ N 8 N �? �, �w o w o WC S89 17 35 E 94.00 � a rn 86 v �r 87 ,aIt 88 89 9O a N 5' SEE tri3 4 N M N W C? � �� � � � NOTES 98c1 l );j •�� w <� '.. NS917 35"W000 �. �o 10'x1 a (SEE Q 1 sEE �,Q� BL{ CK 33 z � � 66.oa �.� �, NOTES 9&10) N89-17'35"w N !-39.10'- •4a.aa'--4{�.00'~~a-4a.0a'-40,a0'w� '-�' " N r N$9 1 W t OIOA 4a.aa S89 1 ? 35 E °� _ "" 84 QQ' t� ..-..,, SEE S89' 17 35"E 239.10 '' 5$,00 �" -� NOTE 12. C5 SEE 6fi.0a o �-- 10' (SEE i S00'42'25"iN � � S$ ' ' " NOTE 12 � ,n -�-�- »,�a1 n- 10'X10 (SEE NOTES 9&1 a) 5a fkp 9 17 35 E --- 57.34' --- --- 40.00'-�- 40.00' 40.00- N64'28' 17"E I 1 ?.36' $3 � SEE THIS \ 1 �✓ W * m M RW � N �? 82 W tt7 81 N w N T N w @80 1 yy�M}�yJ�/! . Ay d; ,N� f 2.46 z Z i 40.00' 40.00' 4a.00' 353.34 a, NOTE 10) • 20.000 4' (SEE 40,00' -- W •40.00'7 r •�- 56.00' ETAIL. "A", SHEET T-40.00'� 4' (SEE "NOTE 11 10'X10 (SEE col 33 NOTE 11) 4 � NOTES 9&10 � ) u N W aW 56.00' tV '-; �� © N p G) % N C} C 56.00' j © 0 rn cn S84 43.59 ... 4' (SEE 56.30(TIE)c L NOTE 10) �--C38AL - �C 40.00 40.00 40.a0' 5g.00' C93 N90`00 a0 E l 4) S89' 1735"E 298.4g' 16.77' r 49 FlN cv. 17.66 Ica' @'�' '��`®• `� 84 h a, S41027'32"W rr. 3"W - C,� 22.45' 48 - r° C77 r ove 42 C44 ,,,, 24.25' vll BLM 33 ,14 CgV 35 ��`� •Q� �� �'' C�3 g3.3� °` 48.pp� ,,,. 17.66 � y Q. � � � 35 .- 04 OD C49 CL .511 •t82 31 5 SEE e ,;�, Y ' p 4 " . LSrS07*4048,00 NOTE 18 44 4 #3 42 ! .7 4:106 E 48.04► #4 Ott wV E .` 5+6.04' S90000100"W 16.77' 34 W N N C40 C3 C9 ► t✓�i O9'3 a „ ,,�. Q! CS L$86"42'00"W S79-4545418. 64.50, - S88'21 54 E...,_ ,.-.,, 64.50' 64.50f _2"is CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD SRG CHORD Cl 100.00' 19.25' 11*01'45" N85'11'33"E 19 22' C2 28.00' 43.98' 90'00'01 " S45'42'25"W 39.60' C3 28.00' 43.98' 89'59'59" S44'17'35"E 39.60' C4 1222.00' 13.21' 0'37' 10" S89'41'25"W 13.21' C5 1415.87' 27.90' 1007'45" S87' 1553"W 27.90' C6 1104.50' 228.76' 11#52101" S80'46'00"W 228.35' C7 375.50' 167.50' 25*33*26" S87'3643"W 16.6.11' C8 315.50 240.08' 4Y35'58" N5731' 13"W 234.33' C9 657.03' 277.77' 24' 13'23" N23'36'32"W 275.71' C10 335,50' 74.56 12'44'01" N5'07'50"W 74.41' C11 7514.50' 65.23' 0'29'50" NO'59'15"E 65.23' C12 649.43' 130.89' 11*32'52" NV30'47"E 130.67' C13 1922.10' 397.89' 11*51'38" N6'21'24"E 397.18' C14 16.50' 26.71' 92'44'23" N53'1553"E 23.89' C15 72.50' 106.05' 8Y4843" N48'48'03"E 96.85' C16 72.50' 35.30 2753'55" S20°50'40"W 34.95' C17 72.50' 34.42' 27'12'03" S48'23'39"W 34.10' C18 72.50' 36.33' 2804244" S76"21103"W 35.95' C 19 60.00, 23.29 2714' 16" N71'59' 10"W 23.14' C20 60.00 11.85' 1 V 19'08" N77'26'44"W 11.83' C21 60,00' 11.43' 10*55'07" N66' 19'36"W 11.42' C22 100.00' 35,79' 20'30'12" S79702'29"E 35.59' C23 400.00' 286.28' 41'00'24" S89'17'35"E 280.21' C24 100.00' 35.79' 20`30' 12" S80'27' 19"W 35.59' C25 100.00' .19.25' 11001'45" _ NSY46'43"W 19.22' C26 100.00' 16.54' 9'28'27" N73'31'37"W 16.52' C27 400,00' 4.37' 0'37'35" N69`06' 11 "W 4.37' C28 400.00' 58,22' 8'20'24" N73'35' 10"W 58.17' C29 400.00' 40.48' 5°47'52" N80'39' 18"W 40.46' C30 400.00' 40.07' S'44'21 " N86'2524"W 40.05' C31 400.00' 40.07' 544'21 " S87050' 14"W 40.05' C32 400,00' 40.48' 5'47'52" S8ZO4'08"W 40.46' C33 400.00' 58.22' fr20'24" S75`QO'OO"W 58.17' C34 400.00' 4.37' 0'37'35" S7O'31'01 "W 4.37' C35 100.00' 16.54' W2827" S74'56'27"W 16.52' C36 16.50' 25.92' 90'00'01" S464225"W 23.33' C37 16.50' 26.43' 91'4734" N45' 11'23"W 23.70' C38 1278.00' 24,22' 1'05'09" S89'2725"W 24 .22 C39 1415.87' 11.90' 0'28'54" S87'35'18"W 11.90' C40 1415.87' 16.00 038'51 " S8701'26"W 16.00' C41 1104.50' ► 37.52 1 56 47 " 585 43, 37"W 37.52 , C42 1222.00' 195.40' 9'0942" S79'26"45"W 195.19' C43 320.00' 625.69' 112*01'48" N4W07' 12"ViW ` 530.68' C44 1222.00' 53.75' 2'3 V 12" S82'46'00"W 53.74' C45 1222.00" 48.00' 2'15'03" S80'22'52"W 48.00' C46 1222.00' 63.31' 2'58'06" S77'46' 18"W 63.30' C47 1222.00" 30.34' 1"25'21" S7634134"W 30.34' C48 320.00' 20.32' 3'38'15" N76'41'01"E 20.31' C49 3,2.OiOO' 48.05 3'36'09" . N82170' 13"E 48.00' C50 320.00' 48.05' 8'36'09" S88'3538"E 48.00' CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD 6RG CHORD C51 320.00' 48.05' 836'09" S79'59'30"E 48.00' C52 320.00" 48.05' 8036'09" S71"23'21 "E 48.00' C53 320.00 48.05 836 09 S62 47 12 E 48.00 C54 320.00' 48.05' 8*36109" S54' 11'03"E 48.00' C55 320.00' 15.00' 2'41' 10" S48"3224"E 15.00' C56 320.00' 48.05' 8'36'09" S42'53'45"E 48.00' C57 320.00' 48.05' 8'36'09" S34' 1736"E 48.00' C58 320.00 148.05 8 36 09 525 41 27 E 48.00 -059 320.00' 48.05' 8'36'09" S 1 r05' 18"E 48.00' C60 320.00' 48.05 8'36'09" S8'29'09"E 48.00' C61 320.00' 48.05' 8'36 09" SO'06'59"W 48.00' C62 320.00' 13.84' 2'28'38" S5'39'23"W 13.83' C63 16.50' 25.13' 87' 15'37" N3644'07"W 22.77' C64 16.50' 5.89' 292737" N3'20'06"W 5.86' C65 16.50' 19.24' 66'48'01 " N46'57'55"W 18.17' C66 36.50' 57.33' 90'00'01" S45'42'25"W 51.62' C67 16.50' 25.92' 90,00,01" S45!42'25"W 23.33' C68 36.50' 57.33' 90100'01 N44'17'35"W 51.62' C69 16.50' 25.92' 9O'OO'01" N44'17'35"W 23.33' C70 28.00' 43.98' 89'5959" N44' 17'35"W 39.60' C71 28.00' 43.98' 90000'01" N45'42'25"£ 39.60' C72 1104.50' 191.24' 9*55'14" S79'47'37"W 191.00, C73 16.50' 24.14' 83'4843" N48'48'O3"E 22.04' C74 16.50' 25.92' 89'59'59" S44' 17 35"E 23.33' C75 16.50' 21.36' 74'09'29" S37'47'09"W 19.90' C76 264.00' 516.20' 1ITO1'48" S49'07'12"E 437.81' C77 264.00' 250.83' 54'26' 12" N77'55'01 "W 241.50' C78 264.00' 112.27' 24'22'00" N38'30'55"W 111.43' C79 264.00" 30.25' 6'3358" N23'02'56"W 30.24' .C80 264.00' 95.99' 20'50'01 " N9'20'57"W 95.47' C81 264.00' 26.85' 5'49'38" N3'58'53"E 26.84' C82 28.00' 43.98' 90'00'01 " S45'4225"W 39.60' C83 28.00' 43.98' 89'59'59" N44' 1735"W 39.60' C84 28.00' 43.98' 89'59'59" S44' 17'350E 39.60' C85 28.00' 43.98' 90'00'01" N45'42'25''E 39.60' C86 16.50' 28.99' 100*40' 19" N51'02'34"E 25.40' C87 456.00' 169.87' 21*20'38" S89'1735"E 168.89' C88 16.50' 28.99' 1O0'40'18" S49'37'45"E 25.40' C89 456.00' 74.93' 9*24'55 S83" 1944"E 74.85' C90 456.00' 20.00' 2'30'47" S89' 17'35"E 20.00' C91 456.00' 74.93' 9'24'55" N84'44'33"E 74.85' C92 16.50' 24.27' 84' 15'31 " S42'50' 16"W 22.14' C93 1278.00' 175.40' 7'51'49" S81*02'01 "W 175.26` C94 16.50' 29.84' 103`36' 17" N51'05'44"W 25.93' C95 28.00' 43.98' 9000'0Q" S4C 17'36"E 39.60' C96 28.00 43.98' 90`00'00" N45'4224"E 39.60' C97 1'922.10' 81.01' 224'53" N9`38'03"E 81.00, C98 1922.10'' 268.39' 8000'02" N4'25'36"E 268.18' C99 11922.10' 48.49' 1'26'44" N11'32V51 "E LINE TABLE LINE FEARING DISTANCE L1 S83'06'18"E 36.63 1. MINIMUM BUILDING SETBACK LINES SHALL CONFORM TO THOSE APPROVED WITH THE PLANNED UNIT DEVELOPMENT (H--2019-0074) AND AS REQUIRED BY THE UDC 11--7--4A.1 PER THE STANDARDS LISTED IN UDC TABLE 11--2A-7. SIDE LOT LINES WITH A O-FOOT SETBACK ARE LABELED ON SHEETS 2 AND 3. ALL OTHER LOT LINES SHALL COMPLY WITH THE REQUIREMENTS ABOVE. 2. THE BOTTOM OF STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12--INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 3. ANY RESUBDIV€SION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN EFFECT AT THE TIME OF RESUBDIVISION, 4. IRRIGATION WATER HAS BEEN PROVIDED FROM SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO' CODE SECTION 31--3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS AND WILL BE OBUGATED FOR ASSESSMENTS FROM SETTLERS IRRIGATION DISTRICT, 5. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, 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 YEAR, F ...MORE THAN ONE 1WHEN THE OPERATION FACILITY OR EXPANSION WAS NOT ANUISANCE IN OPERATION OR �), E AT THE TIM E 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". 6. LOTS 1, 4, 15, 22, 24, 34, 35, 66, 84, 91, 107, AND 118, BLOCK 33 ARE COMMON LOTS AND SHALL BE OWNED AND MAINTAINED BY THE BAINBRIDGE NORTH HOMEOWNERS ASSOCIATION, INC. THESE COMMON LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, STORM DRAINAGE AND HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. 7. LOT 22, BLOCK 33 (COMMON LOT) IS A PRIVATE ROAD AND MAINTENANCE FOR SAID LOT IS AS PROVIDED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION. THE RESTRICTIVE COVENANT FOR MAINTENANCE OF THE PRIVATE ROAD CANNOT BE MODIFIED AND THE HOMEOWNER'S ASSOCIATION CANNOT BE DISSOLVED WITHOUT THE EXPRESS CONSENT OF THE CITY OF MERIDIAN. 8. LOTS 4, 15, 24, 66 AND 107, BLOCK 33 (COMMON LOTS) ARE SUBJECT TO A BLANKET EASEMENT FOR COMMON DRIVES TO PROVIDE ACCESS FOR THE RESIDENTIAL LOTS ADJACENT TO THESE LOTS. ONLY LOTS 5 AND 6, BLOCK 33 SHALL HAVE ACCESS FROM LOT 4, BLOCK 33. THE COMMON DRIVES SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 9. LOTS 6, 7, 14, BLOCK 33 ARE SUBJECT TO A 5.00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES AS' SHOWN HEREON, 10. UNLESS OTHERWISE DIMENSIONED, ALL LOT LINES COMMON TO THE PRIVATE ROAD RIGHTS -OF -WAY (LOT 22, BLOCK 33) CONTAIN A 4,00 FOOT WIDE EASEMENT FOR PUBLIC UTILITIES, CITY OF MERIDIAN STREET LIGHTS, HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION AND LOT DRAINAGE, 11. WHERE DIMENSIONED AND SHOWN HEREON, THE LOT LINES CONTAIN AN EASEMENT (AS DIMENSIONED) FOR HOMEOWNER'S ASSOCIATION PRESSURIZED IRRIGATION. 12. ALL OF LOT 22, BLOCK 33 AND A PORTION OF LOTS 66, AND 107, BLOCK 33 ARE SUBJECT TO A SEWER AND WATER EASEMENT IN FAVOR OF THE CITY OF MERIDIAN PER INSTRUMENT No. 2020--10.6332, OF ADA COUNTY RECORDS, 13. LOTS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL FROM THE HEALTH AUTHORITY AND THE CITY OF MERIDIAN. 14. NO ADDITIONAL DOMESTIC WATER SUPPLIES SHALL BE INSTALLED BEYOND THE WATER SYSTEM APPROVED IN THE SANITARY RESTRICTION RELEASE. 15. REFERENCE IS MADE TO THE PUBLIC HEALTH LETTER ON FILE REGARDING ADDITIONAL RESTRICTIONS. 16. THIS SUBDIVISION WILL BE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS THAT ARE TO. BE FILED FOR RECORD AT THE ADA COUNTY RECORDER'S OFFICE, AND MAY BE AMENDED FROM TIME TO TIME. 17. DIRECT LOT ACCESS TO W. CHINDEN BLVD. (HIGHWAY 20/26), N. TREE FARM WAY AND W. LOST RAPIDS DR. IS PROHIBITED, 18. PRIOR TO CONSTRUCTION, FOUND 5/8" REBAR WITH PLASTIC CAP MARKED "PLS 7880". R£BAR WAS REMOVED DURING CONSTRUCTION AND ` REPLACED AS SHOWN HEREON, 19. THE WITNESS CORNERS SHOWN HEREON ARE 0.50' WITNESS CORNERS AND ARE SET AS FOLLOWS. - A) WITNESS CORNERS ALONG THE SOUTH SIDE OF LOT 15 (LOTS 17--21) ARE SET NOO-42-25"E 0.50 FEET FROM CALCULATED POSITION B) WITNESS CORNERS ALONG THE WEST SIDE OF LOT 24 (LOTS 25-32) ARE SET S89' 17'36"E 0.50 FEET FROM CALCULATED POSITION C) WITNESS CORNERS ALONG THE NORTH SIDE OF LOT 66 (LOTS 58--65) ARE SET S00'4224' W 0.50 FEET FROM CALCULATED POSITION D) WITNESS CORNERS ALONG THE NORTH SIDE OF LOT fib (LOTS 85-90) ARE SET S00'4225"W 0.50 FEET FROM CALCULATED POSITION E) WITNESS CORNERS ALONG THE SOUTH SIDE OF LOT 66 (LOTS 96- 100) ARE SET NOO-42'25"E 0.50 FEET FROM CALCULATED POSITION F) WITNESS CORNERS ALONG THE SOUTH SIDE OF LOT 66 (LOTS 76-83) ARE SET N00`4224"E 0.50 FEET FROM CALCULATED POSITION G) WITNESS CORNERS ALONG THE WEST SIDE OF LOT 66 (LOTS 91--95) ARE SET S89' 1735"E 0.50 FEET FROM CALCULATED POSITION H) WITNESS CORNERS ALONG THE EAST SIDE OF LOT 66 (LOTS 67--75) ARE SET N89` 1735"W 0.50 FEET FROM CALCULATED POSITION 1) WITNESS CORNERS ALONG THE WEST SIDE OF LOT 107 (LOTS 101-106) ARE SET S89' 17'3fi"E 0.50 FEET FROM CALCULATED POSITION J) WITNESS CORNERS ALONG THE EAST SIDE OF LOT 107 (LOTS 108-113) ARE SET N89' 17'36"W 0.50 FEET FROM CALCULATED POSITION K) WITNESS CORNERS ALONG THE SOUTH SIDE OF LOT 107 (LOTS 114-117) ARE SET Nf30'42'24"E 0.50 `FEET FROM CALCULATED POSITION r1Qt�` p►1._f. A N �i PLAT OF Bainbridge Subdivision No,. 11 CERTIFICATE F OWNERS ACKNOWLEDGMENT KNOW ALL MEN/WOMEN BY THESE PRESENTS: THAT THE UNDERSIGNED IS THE OWNER OF THE REAL PROPERTY HEREAFTER STATE OF IDAHO SS DESCRIBED. AQA COUNTY A PARCEL OF LAND SITUATED IN THE NORTH 1 /2 OF THE NORTHEAST 1/4 AND A PORTION OF THE EAST 1 /2 OF THE NORTHEAST THIS RECORD WAS ACKNOWLEDGED BEFORE ME ON '" , 20* , BY JONATHAN D. WARDLE, AS 1/4 OF THE NORTHWEST 1/4 OF SECTION 27, TOWNSHIP 4 NORTH, RANGE 1 WEST, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO PRESIDENT OF BRIGHTON DEVELOPMENT, INC. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND ALUMINUM CAP MARKING THE NORTHEAST CORNER OF SAID SECTION 27, WHICH BEARS S89' 17'35"E A F IN CAP LARKING THE NORTH 1 4 CORNER OF SAID SECTION 27, THENCE DISTANCE O 2,647.29 .FEET' FROM AFOUND ALUMINUM A % HM YAt3�iiHAt FOLLOWING THE NORTHERLY LINE OF THE NORTHEAST 1/4 OF SAID SECTION 27, N89 17.35 W A DISTANCE OF 1 749.00 FEET TO A #20181002 POINT; SIGNATURE OF NOT PUBLIC ENOTARY THENCE LEAVING SAID NORTHERLY LINE SOV42'25"W A DISTANCE OF 70.00 FEET TO A SET 5/8-INCH REBAR ON THE SOUTHERLY TATEMMAHQ RIGHT-�OF--WAY LINE OF WEST CHINDEN BOULEVARD (STATE HIGHWAY 20/26) AND BEING THE POINT OF BEGINNING, MY COMMISSION EXPIRES " .. + SS04 EXP#RES0M THENCE LEAVING SAID SOUTHERLY RIGHT-OF-WAY LINE SOC,}"'42'25"W A DISTANCE OF 176.85 FEET TO A SET 5/8--INCH REBAR; THENCE 19.25 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A' RADIUS OF 100.00 FEET, A DELTA ANGLE OF 11`01'45", A CHORD BEARING OF N8611'33"E AND A CHORD DISTANCE OF 19.22 FEET TO A SET 5/8--INCH REBAR;, THENCE S89 17 35 E A DISTANCE OF 42.87 FEET TO A SET 5/8--INCH REBAR, € THENCE SO'42'24"W A DISTANCE OF 150.00 FEET TO A SET 5/8-INCH REBAR; THENCE S89' 1735"E A DISTANCE OF 84.00 FEET TO A SET 5/8-INCH REBAR; THENCE S00'42'25"W A DISTANCE OF 20.00 FEET TO A SET 5/8-INCH REBAR; THENCE 43.98 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE .LEFT, SAID CURVE HAVING A RADIUS OF 28.00 FEET", A DELTA ANGLE OF 9O`00'01 ", A CHORD BEARING OF S45'4225"W . AND A CHORD DISTANCE OF 39.60 FEET TO A SET 5/8-INCH REBAR; THENCE SOT42'24"W A DISTANCE OF 306.00 FEET TO A SET 5/8--INCH REBAR; THENCE 43.98 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 28.00 FEET, A DELTA ANGLE OF 89'59'59", A CHORD BEARING OF S44" 17'35"E AND A CHORD DISTANCE OF 39.60 FEET TO A SET 5/8-INCH REBAR; THENCE S094225"W A DISTANCE OF 20.00 FEET TO A SET 5/8--INCH REBAR; THENCE N89° 1735"W A DISTANCE OF 84.00 FEET TO A SET 5/8-INCH REBAR; THENCE SOQ'42'24"W A DISTANCE OF 97.49 FEET TO A -SET 5/8-INCH REBAR; THENCE SOT00'00"E A DISTANCE OF 56.00 FEET TO A SET 5/8-INCH REBAR; THENCE S90*00'00"W A DISTANCE OF 16.77 FEET TO A SET 5/8-INCH REBAR; THENCE 13. 1 RV TO THE RIGHT SAID CURVE HAVING A' RADIUS OF 1,222.00 FEET, A THEN 2 FEET ALONG THE ARC OF A CIRCULAR CURVE , DELTA ANGLE OF 00'37' 10", A CHORD BEARING OF S89'41'25"W AND A CHORD DISTANCE OF 13.21 FEET TO A SET 5/8-INCH REBAR; THENCE S00'00'00"E A DISTANCE OF 140.94 FEET TO A SET 5/8-INCH REBAR ON THE NORTHERLY RIGHT-OF-WAY LINE OF WEST LOST RAPIDS DRIVE; THENCE FOLLOWING SAID NORTHERLY RIGHT--OF--WAY LINE THE FOLLOWING SEVEN (7) COURSES: 1. 27.90 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,415.87 FEET, A DELTA ANGLE OF 01 `07'45", A CHORD BEARING OF S87' 15'53"W AND A CHORD DISTANCE OF 27.90 FEET TO A SET 5/8-INCH REBAR; 2. S86"42'00"*W A DISTANCE OF 27.55 FEET TO A SET 5/8-INCH REBAR; 3. 228.76 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,104.50 FEET, A DELTA ANGLE OF 11'52'01 ", A CHORD BEARING OF S80'46'00"W AND A CHORD DISTANCE OF 228.35 FEET TO A FOUND 5/8-INCH REBAR; 4. S74'49'58"W A DISTANCE OF 112.27 FEET TO A FOUND 5/8-INCH REBAR; 5. 167.50 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 375.50 FEET, A DELTA ANGLE OF 25'3326", A CHORD BEARING OF''S87'36'43"W AND A CHORD DISTANCE OF 166.11 FEET TO A FOUND 5/8-INCH REBAR; 6. N79'36'35"W A DISTANCE OF 69.24 FEET TO A FOUND 5/8--INCH REBAR; 7. 240.08 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 315.50 FEET, A DELTA ANGLE OF 43'35'580, A CHORD BEARING OF N57'31' 13"W AND A CHORD DISTANCE OF 234.33 FEET TO A FOUND 5/8--INCH REBAR ON THE EASTERLY RIGHT -OF --WAY LINE .OF NORTH TREE FARM WAY; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE AND FOLLOWING SAID EASTERLY RIGHT--OF--WAY LINE THE FOLLOWING SEVEN (7) COURSES: 1. 277.77 FEET ALONG THE ARC OF A CIRCULAR CURVE TO THE. RIGHT, SAID, CURVE HAVING A RADIUS OF 657.03 FEET, A DELTA ANGLE OF 24' 13'23", A CHORD BEARING OF N23'36'32"W AND A CHORD . DISTANCE OF 275.71 FEET TO A FOUND 5/8--INCH REBAR; 2. 74.56 FEET ALONG THE ARC OF A COMPOUND CIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 335.50 FEET, LA DELTA ANGLE OF 12'4.4'01", A CHORD BEARING OF N05'07'50" W AND A CHORD DISTANCE OF 74.41 FEET TO A FOUND 5/8-INCH REBAR; 3. 65.23 FEET ALONG THE ARC OF A REVERSE CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 7,514.50 FEET, A DELTA ANGLE OF 00'29'50", A CHORD BEARING OF NOO'59' 15"E AND. A CHORD DISTANCE OF 65.23 FEET TO A FOUND 5/8-INCH REBAR; CERTIFICATE OF SURVEYOR 4. 130.89 FEET ALONG THE ARC OF A REVERSE LCIRCULAR CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 649.43 FEET A BEARING OF N06'30'47"E AND A CHORD DISTANCE OF 130.67 FEET TO A DELTA ANGLE OF 11 32 52 , A CHORD I HEREBY CERTIFY THAT I AM A REGISTERED PROFESSIONAL LAND SURVEYOR I I, AARON L. BALLARD, DO VE OR L CENSED BY THE. aTA"1'EE OF FOUND 5/8--INCH REBAR; IDAHO, AND THAT THIS PLAT OF BAINBRIDGE SUBDIVISION No. 11 AS DESCRIBED IN THE '"CERTIFICATE OF OWNERS" AND AS 5. 397.89 FEET ALONG THE ARC OF A REVERSE CIRCULAR CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1,922.10 SHOWN ON THE ATTACHED PLAT, WAS DRAWN FROM AN ACTUAL SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION FEET, A DELTA ANGLE OF 11'51'38", A CHORD BEARING OF N06'21'24"E AND A CHORD DISTANCE OF 397.18 FEET TO A AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING FOUND 5/8-INCH REBAR; TO PLATS AND SURVEYS. 6. NOO'25'35"E A DISTANCE OF 23.77 FEET TO A SET BRASS PLUG, lA1yp 7. N45'33'59"E A DISTANCE OF 42.32 FEET TO A FOUND IDAHO TRANSPORTATION DEPARTMENT ALUMINUM CAP ON THE ��L iE SOUTHERLY RIGHT--OF--WAY LINE OF SAID WEST CHINDEN 13OULEVARD (STATE HIGHWAY 20/26);,iS THENCE LEAVING SAID EASTERLY RIGHT -OF --WAY LINE AND FOLLOWING SAID SOUTHERLY RIGHT-OF-WAY LINE, S89` 1735"E A AARON L. BALLARD, P.L.S. 12459 c� , DISTANCE OF 8225.85 FEET TO THE POINT OF BEGINNING. 259 SAID PARCEL CONTAINS 22.871 ACRES, MORE OR LESS. OF IT IS THE INTENTION OF THE UNDERSIGNED TO HEREBY INCLUDE SAID LAND IN THIS PLAT. THE PRIVATE ROADS AND THE EASEMENTS SHOWN ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHTS TO USE SAID PRIVATE ROADS AND EASEMENTS ARE :HEREBY PERPETUALLY ...RESERVED FOR PUBLIC UTILITIES AND SUCH OTHER USES AS SHOWN ;ON THIS PLAT. NO STRUCTURES OTHER THAN FOR SUCH UTILITY AND OTHER ' DESIGNATED PUBLIC USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS UNLESS NOTED OTHERWISE ,ON .THIS PLAT. ALL LOTS WITHIN THIS PLAT WILL RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN AND SAID CITY HAS AGREED IN WRITING TO SERVE ALL OF THESE LOTS. DEVELOPER EIS8 ,- ­H G 'R R TO, C01- ION MfRl lAN,ID EN 0 1 .NfERING 9233 WEST STATE STREET J T. `N . WARDLE, PRESIDENT $OISE, IDAHO 83714 BR H N DEVELOPMENT, INC. PHONE (208) 633-6939 kmen811p.com JOB NO, 18-1 6 SHEET SOF 6 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON THE 21- DAY OF , 20 N cQ �0 PRESIDEN �,, +����► ` ADA C UNTY HIGHWAY DISTRICT SAY {,i+C•�?`f+i' APPROVAL OF MERIDIAN CITY ENGINEER THE PLAT IS ACCEPTED AND APPROVED THIS DAY OF C.4 , , , r,, A.D. 20,E BY THE CITY ENGINEER OF THE CITY OF MERIDIAN ArA COUNTY IDAHO. .... CITY ENGINEER L,, N qw► APPROVAL OF MERIDIAN CITY ts�►u CITY CLERK- IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT IN A REGULAR MEETING OF THE CITY .COUNCIL HELD ON THE DAY OFAua.c A.D. 20THIS PLAT WAS DULY ACCEPTED AND APPROVED. XUG of w MERIDIAN CITY CLERK the SRF��'0 CERTIFICATE OF COUNTY SURVEYOR I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. AV ADA COUNTr SURVEYOR DATE HEALTH CERTIFICATE SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN :SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF APPROVAL.. SANITARY RESTRICTIONS MAY BE REIMPOSED, IN ACCORDANCE WITH SECTION 50--1325, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. '�tttt#f#♦#js# AZ Nt s s r ♦- w ICI # ;� ++� t ` ADAJN i F : m * 4• HEALTH OFFICER •. .• DATE s ♦ sss* ss:s �! +,rtr� ss�alssfs* ,t�� CERTIFICATE OF ADA 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. �. =.:... s COUNT)[ TREASURER DATE CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO SS ADA COUNTY I HEREBY CERTIFY THAT THIS PLAT OF BAINBRIDGE SUBDIVISION No. 11 WAS FILED AT THE REQUEST OF . AT MINUTES PAST O'CL.00K .M., THIS DAY OF A.D., IN MY OFFICE AND WAS DULY RECORDED AS BOOK rl OF PLATS AT PAGES THRU INSTRUMENT NUMBER c IN DEPU E--OFFICIO 'RECORDER F4.:" , tN