Recorded PlatsbK 00 Pq IU,UO I
PLAT SHOWING mo
VJ, ,;TTT�A SjUBDIrVIrS�IrO N-0 JO. 1 �61 x6�llK N AM) N 6 �V;
MMEEIII ro ANf MAIL STREET AAD SUBOVM BOIMWAf. M5 MAEAT 9LNL NOT N6:CLUOE THE WI6lMICIpN
OF HARD-SWACED DR YS NHO xNNRAn TO EACH LOT.
too 0 100 200 300 LOCATED IN THE SW Y4 OF SECTION 26, 2 UNLESS mxER9 SEAM! OR DEARIATED, NL LOTS ARE RPM DEAaMTED AS RAND A PE6WFIX[ ASEYDIR TOR
T. 4N., R.1 W., B.M. THE TEN (0tKew ° ETT ADIYE°�NI�TO � REAR LOT LWE fhE (s) EE NIOC N TO Ntt SIDE LOT N Na on
100
Scale:' - MERIDIAN, ADA COUNTY, IDAHO
x ND I-SUBM/90M OF INS PINT SHALLCORKY9D I SEE .PPLrCIBIE TORRIDRCANATIONS N EFFECT AT THE TOE
' DE 11E RESUwMSON.
m 2004 m 4. TIE WALOPER ND\OR OVER 9MLL COMPLY MM DEW ChiO CODE SEL'iDN 31-3005 OR IS I'Mma6 PEAT NPLr
WRATIED LMRATTm IO IARGiw Ron
\ 5. BLEONO SETBACKS AND DxENSDx11 STANDAIM N 1195 9AIMSKOI AWL BE N NW WCE xTM THE NWIC/61E
_ $ 00'29'441Y i 7441.59� j TO" AEG A UDIS OF M Gin OF NEAIMw OR AS AECNfNLY IPPRam uxOEx ar-63-007.
3 S W29'Hw ;
r rT0162.00r r 76 6. YA COMER CE L NIr IR RIESF OR TTY 5 A PIPE M Oral AWING A LOT 6 71E R.STd9M11Y DE THE LOT
125.O1r -115.00' 70.W /2I W M.o 85.00 ro 75.00 8500' 84.00 63.28 8262.00 82.OD 85.00 w.OD 1206.7E ON/ER IMfSs 91LN AESPdOBEMTY OB ASLAN BY IN OD%AIION/OPAWFi ENTITY1 BLOC( 7 oac 9 1 BLOCKid$o m e 3 n 6 m 7 8 7. BOIIOY OF MALONG FOOTINGS 9. BE A W1WM OF 12 ROM ARM II ESTABIIAED WOK NGM GROUD-
27 28 29 $ 8. 1 2 _ $ 8 - 9 a LATER DtNtIa1
26 8 R $ R $ ,�,' _ $ Si 8 -R 8 8 53 Si 8 _ �8 BIEO�ME TOTS N 7N5 SUBOMSpII ARE FOR SMCIE-AMLY VAWK S MIT. EACH SOME-FALLY STRICTURE
rN00"C9'44i 1C i°. $_ $= $= Silg $= $_ =33� $_ $� 5318 3115.0025 : $ - $-zI $ $ 5' 9Nl NxIIN A LMIAN Di 1200 SMMAE REi, AaU011G GNL4GF. 9. LOT 2. BLOCK 1: LOT 1. IDCN 2: LOTS 1 a 12. BLOCN x A D LOTS 7 8 15, SM 8 A E NON-REDW IRIS ro2 $ s 0029'u'x G1 7 .00' 65.00' � 65.00' 64m' 8338' 6zao' 62.ao' 62.ao' ~8500' }9 �'° 65.CO. 0 BE oRED ND IvrtNED Br iTE w1aN tDWOANFRB A1'�CvdATN, OR Irs A59gK, ND ARE coAED Of BI.w-
I T� F ^ 101.24' _ zs8.3r _ 1 _ _ 5%.29' _ 110.00' - Mf SAM EASEMERTS E ry� Br CRY LOT 7. BLOCK SWNH ff" ASO09d3. ANDR �� a Im 1, IOtl(3 As
N ar29'14T m -i---
24 c, S 0029'aw N, 109GY11 S ar29u'w
'� 115.00 63 �Q be z 10. LOT 1, A J wD LOT 3 IOC(IG ARE NDxA MAMAS LOTS M DE °EASE NO IIVIIIlllE6 BY TIES SAID
IHOIE-
.Z3 $ 4 85A2 70.00 70.00 68.00 B6.00 86.00 86.OD 1 66.00 66.00 68.00 68.00 86.00 88. AN A6 ASSOWdION. M, S A51106, SK NE REON, RE ALSO FASEY BY FOR XIS AGAVES. SVO LOTS.
8 v, RD A PORTION DE LOT 1, BLOa(J AS 91CN NEREM, ARE N9) cDEAm R FASFNFNIS FOR ACXD STC61
Si la IIs.00 06 8 5 m_ _m n m_ _e e m I ^' N 00'291/4xE DRVWE FEAFFS R (ROBS. NO. NS I( H)• F09 s M D ) uKH TTSMAY
ANE A Y A FREE a ALL
I N arn'ut cj R 14 8 13 8 12 •�� 8 11 8 10 8 9 8 8 $ g g 6 _ $ 5 _ $ 4 Si $ 3 _ 8 2 $ 1 1 ' g 76.17 ENCROKIRExrs D °mTRuc o a (Na Oxc E CES N0 MEEc) w+Ea Wr DERsar AFFECT oRxx E as
$ 23 R .n _s R r Sir $ ri „ R ,r I h OPERATON A7D M49RDLAIHOE DE STORM RATER 1. $_ _7 = _
lt�4 8 _ g _ s ai _ 11. M DMLORIE IT REC ES SECTION 22-4500. OW CODE. ROW-IDi/ML II II STATES THAT NO AMATUPIL
8 N ar29'44'E ^ -` g 5 'Kw _ S; $ 0029 w z BLOCK B 3'j 2 COMMONS N OµR �SINR WONIG N0SHALL 11 N°RBECOME A NN A.MW ACTIS TES AFTERAIEIE°RKOM. at ART CHMIGRID
SAW HAS BFDI N WEPA1pN
-E 115A0'- - Si 70.4Y 766.0' 70.00' M.00' 6500' z BB.00' 68.W' ' _ 88..4 M.74 .W' 8§,QO FOR MW TNNI ONE (1) YEAK 'MEN THE W MTDN BAS NOT A MASAMM AT THE TIME RK OPERATION BEEN
N 0029'4{i ^ •m 22 S 3 $_ n 7&42' 86.00 68.00 8 77./8 74.00 7/. N�. PRAOS TINT TIE PRONAONB OF THIS SECTION 9NL NOT WPLY MHUIENR A MASNICE RiGILTS FROM TIE
115.00 $ u 24 5"1 N arkµ C OPRORR OR NEOAENI ORMTTON OF N(f ACRIDAJURAL OPEAJIOM OR NPURFEA ICE ro R.
I g 8 R F i6 r, 17 78 m 19 m 20 m 21 22 R 23
$ 25 m- 1�•A 12 LDr I. Imc i a A xox-Nw�BLe wr ro BE mMEYm ro TIE an a Wnowl FOR A �WIA6n PNN. sN0
I s 91 31 „ i v R „ $? Si v R v Sim li LOT 6 COVERED Of A SAME EASonrt FOR R RIC UTUIS AD PRS5W BRGTION A FORION OF SAO LOT
s ss AgYAx+ s = $_ = R' E;'i AS 9Dxt1 HEREON 6 CMM 9f M FASEIHI MR ACID SIgN MANAGE Fif11R5. SAID E40M SOUL
C m BLOCC"' B m $ 1 REMMI FREE OF ALL UEAOYAAE TS AND OBARUCIN%6 (NCLIDMG FENCE A D TRIES) 0914 MAY AOERSELY
BLOC( 7 g'S 4. 21 �J F9 13.42' 66.00' Be 681L H M.00' BBAO' 66.00' 9' 25.7 ' C39 1B � �AV AFFECT DAIYQ OR OPWATHON AND MINTEKARCE OF SIORI RATER FACILITIES.
\ `ACHE S7�NT$ osC� a°� csa K CORIOIN MY C+3 = "`� 13. THIS RMUV 11 S 91&ECT TO 111E 100 OF A DEVELOPMENT AGAmER RECORDED AS NSIRIAENf NO. 103007612.
N FA$ - _ S ar29 M' W C4 A IECCDS DE Aa WINIY, Dlw.
E( NO7E 10� 5 cJ J IW.IB' I5.85' 14. TE04 Q%CAT TO MRBOOS SOUL I NO WATER RI N FOLK (4) FEET N HOAO F CabTRUM OF SOIL 9GR-
m 20 w Cs0 7.85 62.11 70.00 70.00 70.00 64.83 \ C56 Q OB506RTNL WTEWL
ti 19 =, 78 u 17 u 16 u 15 a 14 J y ws I 1 C i K Is. ACROSM NY MOM NOMEONNERS �� mI srsml 9w1 BE nE RSPa66Am a THE BRDCRAWN
I \ ONE77 CISfYEN� z % p j a Si 8 S3 S 8 R _g g • $ 2 1 at 16. DIRECT LOT ACCESS TO I TEN MILE ROAD S PRpABIIEM UNIESS VOCIFICALLY SPARED I ACID AND THE Cm OF
q a `3ti' -zjA a M
5 i�3F ERAw.
+Q •$ "3 6 W 8 p0, 1'r61y N..09' S DO 29'44W = 79FEB i 17. TO REOORD OF BAST AIDE. un ND SEAM] FOR ADDITIONAL 90UNONY IR ORMADW
`C(T .ro 84b 3605-
i 70.00' 70. O' 85.04' 8 N r0'1173 6'l'�' SUBDSASgN BOUNOAXY
o w 67.32 70.OD' 72.00' 72.00 J61.26
4x91'� _ SECTION LINE
m e' ' 7 g w m m BLOCCm 7 m !� F 3 8 -.
9 R 10 A$ i t R 8 12 $�I F S OStB'J0w b 8 ROfT-OF-WAY HONE
lzaw l� - CENIERUNE E i ff TA F C47 h 8 4 ^ 2p LOT LINE LINE IEAANIG DSIANCE LINE BARING DISTANCE
m C49 41.14' 72.00' w 72.00' m - - - - - - LI N 452546'E 28.25' 01 N 88,5647,E 25.97'
C48_ EASEMENT LINE
BLOCK 1 7 S 7J;T6. C 12 , 2 PR FOUND BRASS OR ALUMINUM CAP L2 N 44.34.14-W 28.J2' L12 N 44'3529-a 28.31'
{ S EII.,4� 71y K N � - N 0029'44i $ C AS NOTED L3 S 4521'4911 28.28' L13 N 4525'I6'E 28.25'
I v T 2 f a A.N CID If - 268.96' -�j S N argil µ ( ) L4 S 2B'57' 52 E 27.88' L14 N 41'34'14w 28.32'
h m 9; czo 1115.00' • SET
s/a %30' RE9AR w PusTlc r�P
S ar2'49-0 ` u C21 89.44 -B.89A3 - z o / LS 5 4F11'ISw 27A7' L75 S 574755w 38.9s•
116.59 1 ! Mp SET 1/2-%24' REBAR M/PUS11C GP LB N 44'SB'11"N 2838' Lib 5 K70'IBi 28.28'
gR 3 " = 2 g 3 R � m 2 R S h 1 S g' �^ O FOUND 1/2' REBAR LA N 6F2V53i 28.02' US S 452944w 28. 8'
tO BLOCK 3` m $ l S
5 ar21'49w R ��. = N 70 T m I S W21'49w z 1 -1 .48-� 2^ a CN.CUAIFD POOU ES N OFarO3w 27.93' LI9 S K30'16'E 28.28'
1 RI 15.07' _ �'I n 09.48'- 18 LOT NUMBER UO N 47905w 29.51'
120.16-124.00'- N 00'21'491 159.48'
4 a 10� $4 4 r8 TO 3 h
I yl 9 1=
,. wS arsa w r ffi N W21'49T 73 S ar21'Mw 8 N taro9?,8 T ♦ -¢O °9,b
122.48' 114.00• Egg ' YffO".'S f!1101AE T19M C
= c 5 3 a 9 $ 8 5 $ A_I O 8 4 $I p E8 CIAK WM DELTA ND TNDnrt OM CHM BRG cum Rem DELTA ARC TNGR om Caw MG CURVE RAM DELTA ND TNrExr CHORD am ROD
Jm IG� Cf 77500 OSOY42' 42.32 21.16 4231 N 1756'3Bi C22 35SOO S754'25' 3272 176.64 316]e N WOT311 C43 825.00 07PNO' M51 37.78 75.40 N 11'Si'Wi
8 S ar21'49w 8 -'� 8 8 8 8 N 0021'49 E BI CV N C2 MX 9000'00' iM 50.00 70.71 N K30Y6w C23 405.00 I I'5Y41' 64 42.43 $4.40 N 301BOBT CN 19100 09'15'0Y 27A0 Ix92 27.T7 N K19'50w
I 124A0' 124.00'
116.3E AR~m W,w• row. w.w. $ 109.�' CJ 110.00 9000'00' 172.19 110.00 155.5E S 4528'uw C21 775A0 0725'25' 16.31 27.1E 4630 S 1F%'S7w C45 J65A0 172➢'10' 8T56 11.97 6337 S ]FSONw
'$ 6 IN N 00,21.49.E j $ 5 $ CI 80000 14'00'w 19365 2632 195.10 S 0730'Mw C25 SM 15F56'5Y 16.44 29.42 11.76 N w21'•'E C46 35500 05`429' 3578 1791 357E 6 21'12'54w
13 1$ Z C5 300.00 IS0/'43' 78.95 39.701 TOM N BFN'IIw C26 30D.00 270J'OS' 120.M 81.11 1f9A5 S BSY'112 C47 775L0 0F0754• M.04 41A8 MOO S 11'52'18w
mr MOW 107 ,'S S w'21�4911 6 _ 1 7 6 $ N ar21'49'E ^_ C6 50.00 9702'3B• 90.32 51A2 71.96 S 4R3'Mw C27 JOO.DO 2703'oi 120.M 61.17 f18.M N M'Y'1iw CM 775.W OFIY35' BxM 4204 83% 5 OSM'O/w
20.N' 7 20.01� 9i ' :i 'R 109./8 C7 25.00 970YJF 10.16 25.91 35.98 S 4623'Mw C21 17SOD 7SiF2F 10]AI 55A 106.14 N M'S6'19w C• 775M OSM'02• 25V 14.43 26A8 S 01.3Y45w
�j$7'm;vy /8219' 3 S, = I IN '� CIS 275.00 11'27'1V M. - M.20 S BF21'- C29 825.DO IFSYIY 178.E 5937 11622 N nM'sFN C50 1JSOO 1701'5Y 35.42 17.81 3332 N OF0O42i
_S S ar2119 N ! 6 8 Q L9 200.00 W01'21' 139.71 7224 TWA N 6T34'49w CJD J93.OD 2M2102 13I11 M.79 137.43 N M'46'3Ow C51 IMOO 2TOYH' U92 157 63M N 2FM'J3'E
4 3j 7n 123.36'B �B 19 $I ELK C10 e000o 1f10'5Y 14852 74.64 14Ii4 NOF30'04w C31 329.00 Icvr MOO 415E 82.47 NW40'»w C52 13500 11'W'10' D50 IJAO 27.45 N4FA'70i
II 8 S 00'21�Mw 1.' n C nJ V6 z CI1 300.00 1617J6' 84.96 42.77 54.6E N 81'31'23w C32 325.00 0708'02' 51.01 25.96 51.76 5 7728'5n C53 13300 2T3226• 64AB ROB 6427 N 4FM'•i
_ 67.69' 70.00' 7M00' 89.48' cl2 B0000 1T19'SF 246M 12551 247.99 N OF2{'{2i CA 325.M OF3Y33' 31.0 15.73 31.43 S W40'16'E C54 1J5.°° M3Y43• 20.33 10.18 2031 N M'10'52T
II 510pM NT n J J, 9WEO ACC CIJ =00 2VOB'IV 1%99 81.1J IS3M N 9722-49i C34 1300 274Y15' 31A3 f674 70A1 N BOJ3'20i C55 775A0 MN'30' 7203 A04 72A0 S OF43'02w
TIE S S 21'17'IB'E EASEAxNI _ 252.6 134.48'
o< $ CII ]80.00 IFOS'K' SII77 'ER" SM.50 N BIT -E O15 7300 1715'2Y 1997 10A5 f991 N 61'M'29'E G9{ 775.00 MM'03' 75.76 V.91 7313 S OT15'15w
P�:N1 1E C2 N 1z = 2p.1 ovJB K �9 A, S W21Y9 ' � CI5 337.00 3F42'16' 1M.M 9252 118.N S 81'0.T'24 E C36 7500 ITIB'.T9' 2327 11.73 23.18 N M'3S26'E 057 25A0 11'3213• 5.03 2535.03 S 0716'M'E
3 OR'S`EE 9 '4 C37 2 .66 w.00 60.M w.00 w.00 m I U C16 5750E 1738'M' 136.84 68.75 1]6.52 S 80/6'28T W7 15W 7719'1Y 4621 23A7 4548 N 1FOOSB'E CM 25.00 ]F27'Q' 3121 10.11 11 b2 S 5OI8'73i
W B' N 00'21 49 C17 2M 3n:15' 14538 7533 142.55 S 6404'SSi C38 S230D 051OU 74.46 3725 74.43 N OF40'41'E C59 85A0 4F52'S1' ]I.aa MA] 71.M S 2528'Mw
` 37' u M.SM1'•1 .�4 10 -'' 11 M'- rt3s= i 14 r' 15 r' 16 -g 1�5.52' 's. CIS
IOSAO I7o1'SY A7.10 1s33 290.18 x 6FIB'Mt C% MS00 o73s•19' s1.]9 2591 s1.79 x oz1Y39i COO REM 4FOYM• 59M 31A4 Sam S 7026'Mw
o y'i gI n n $ ; C19 e2xao 0759'16• 57.42 28.72 57.41 N 1714'1OE CAD 75.00 271Y5Y 35.73 1621 3340 S 7751'I7'E
II S� _$ $ _ $'__ $ _ '=I ^ I aD ez5.ao oesrs3 ro.M 3s.M Dm x aF6t36T ul 1sAo 2FI2oY 3470 n.45 SI.ro s+4o615i
Y 125.8� $1I29 q' A ASM m '^ g I w - BLOCS 3 I C21 825.00 W21'58' 62,87 T45 SIX x OFII'40i 042 75.00 W29W 47.78 24.73 4697 S 1745.141
N ar21 Mi ,J, b 134.59' S5.00' w.00 60.00' w.00'y w.00'
8 2 9'•eA N ar21 Mt {59.59 8 d6
R a.ti zo EDD m cn wu7A» 1 PRIMELAND DEVELOPMENT, LLP
C25 a 7 4 M' 8 L LA
mN N M'T- - _ D I DEVELOPER
1737r428 NB14i 719.459243' 10 MERIDIAN. ID
N ar21'49i 2614.39'MILE ROAD A^.4 n d 4431
a
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20' PUBLIC URL71ESORVN1oE,
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� UNP��ED
100 50 0 100 200 300
LOCHSA FALLS LLC
DEVELOPER
SCALE IN FEET GARDEN CITY, IDAHO
5 \
f
S 89'70'16• E 210.00' L17
PLAT OF
LOCHSA FALLS SUBDIVISION NO. 9
A PORTION OF THE NORTH 1/2 OF SECTION 26
T.4N., R.lW., B.M.
MERIDIAN, ADA COUNTY, IDAHO
2004
7 __nDlw^
B10CK 44
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UNPLpz�ED
'Q 20' PuRIC UWE5. D—GE, " AFFIDAVIT #1050D2026
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1 0
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REAL POINT OF BEGINNING, FOUND 5/8-
REBAR WITH PLASTIC CAP
FOUND BRASS OR ALUMINUM CAP (AS NOTED)
•
SEr 5/8W RFBAR WITH PLASTIC CAP
•
SET 1/2 X24' REBAR WITH PLASTC CAP
O
FOUND 5/8- REBAR PLS 8444 UNLESS NOTED
FOUND 1/2- REBAR PLS 8444 UNLESS NOTED
BOUNDARY LINE
- - - -'
-' - - SECD NJ LINE
RIGHT-OF-WAY UNE
CENTERLINE
LOT UNE
- - - - -
- - -
- EASEMENT LINE
LF RAPIDS DR c,4 1t.z4': ' 00 2S 24
FOUNE
11 .00 I YwR Ci3 .00 �-111
' �' 2 $ • 1 R C.P.hI UIINU008�12P 28�2.�1
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---------_ ; ----1-
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CENTER 1/4 CORNER
FOUND 5/8• IRON PIN
I 1 t �l1--.. 1 1 C.P.&F. NO. 1040147GB
�.—.N 89_.453" W 1DRTIL7 — —.1 )
.— —.— —.— ——.—.—•— —.—.—� .1 -----
N 89'Ofi'S3• W 2616.19..—.—....... 2%25
CORER
POL FONT OF LIMO FOUND BRASSNC4P 2 �
A/ C.P.&F No. 103178914
444
OF
BRIGGS ENGINEERING, INC.
CONSULTING ENGINEERS
BOISE, IDAHO
SHEET 1 OF 5
40402-PLT.OWC OPY 11/04/04
FOUND ALUMINUM CAP
C P hF No 99113292
2728
W. CHINDEN BLVD.
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1/4 CORNER
FOUND 5/8' IRDN PIN
CPkF NO 99113293
PLAT OF
LOCHSA FALLS SUBDIVISION NO. 9
A PORTION OF THE NORTH 1/2 OF SECTION 26
T.4N., RAW., B.M.
MERIDIAN, ADA COUNTY, IDAHO
2004
I
UNP��ED
S 99'08'39' E 101&4Y42
1
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N
---S3' -------- -------L-• 1i708'W 1489.48'
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IN
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REAL POINT OF BEGINNING, FOUND 5/8'
REBAR WITH RUSTIC CAP
B
FOUND BRASS OR ALUMINUM CAP (AS NOTED)
•
SET 5/8'X30' BMW WOH PLASTIC CAP
SET 1/29(24' REBAR WITH PLASTIC CAP
Cl
FOUND 5/8' REBAR PLS B444 UNLESS NOTED
FOUND 1/2' REBAR PLS 9W UNLESS NOTED
--_—__�
BOUNDARY UNE
— — — — —
— — SECTION UNE
RIGHT-OF-WAY UNE
- -
CENTERLINE
LOT UNE
— — — — — — —
— — EASEMENT UNE
100 50 0 100 200 300
SCALE IN FEET
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BRIGGS ENGINEERING, INC.
LOCHSA FAILS LLC CONSULTING ENGINEERS
DEVELOPER BOISE, IDAHO
GARDEN CITY, IDAHO SHEET 2 OF 5
40402-PLT.OWG BEB 06/27/04