20250714Ex D Bear Claw Subdivision.pdf

BEAR CLAW SUBDIVISION
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 20,
TOWNSHIP 55 NORTH, RANGE 3 EAST, BOISE MERIDIAN, BONNER COUNTY, IDAHO 21'
APPROX. CENTER-LINE
ACCESS EASEMENT. INST. 477546
RECORDS OF BONNER COUNTY - - z N INITIAL POINT GRANTEE: JAMES E. WHITE, Jr
W 1/4 CORNER SEC. 20 _
FOUND A 2" IRON PIPE - - U S F S S89.44'44"E 2656.60ft
S19 SET 4' AC MARKED "PE 194Y' g5.67f[C22
' 1- W
S20 387.57ft 213.02ft 23Lo
9.12ft 244.07ft 238.52ft I 237.w wN S
Lo � NO N ,0�, N N W w0 o N0.98 AC b 0 1.05 AC M Gi 1.16 AC N �_ 1.22 AC wN1. 6 C
0 1.75 AC O o 0 ANGLE b `�N Z175.37ft ? z '- POINTz N TI°L.AFASEMENT
N89'21'43"E ti ' C 237.97ft 197.60ft FOR LO o °' LERNTf
100 0 100 300
240: 8f't Z "" 239t01 {
-- -_
373.78ft �� S86'30'40"E BEAR CLAW ROAD
N8525'05° 3 Scale 1" = 100 ft
142 03ft",. �7 D 47 ft o o I S85.26'30"E
n, 148.SSft 148.55ft 114.51ft 2`� G� ^�
0 11 j o N''' 301. 4ft w
N1.51 AC // U oaf/// J1 32
rn w (� 5 AC M N LEGEND
S89.44'44"E ❑ N N 3 3 295.13ft Z 1 C) SET A 5/8"x30" REBAR WITH A YELLOW
18 0 m m w 3 a I 200.69ft PLASTIC CAP MARKED"PE 1947"
251.74ft I N w " " N83' JI FOUND 5/8" REBAR WITH A YELLOW
1.14 AC 0 17 16 29'oo'1 •
�I z M o 0 0 0 M O 108. W BE PLASTIC CAP MARKED"LS 6107'
2W WATER UNE swrvolr 91 ft
p FOLLM OLD ARAm Rao 1.36 AC z 1.42 AC ' 1.50 AC b 4 W 203.75ft I ® FOUND A 3/4 IRON PIPE
1 odic z rn o 183.
W \� 1h �1.42 AC D0 0 15f} ® MONUMENTS AS NOTED
o N3857'15"E\ b d 13 o Do 12tf
N 15.o0ft\ e,b C) N 0.80 AC b !O 10 cNv �(-3t- FENCE LINE
a 12 \\ ° try • ' o z 0.85 AC 6r��o�,,,; w
Z 1.76 AC \ ^ b C67 C65 It�l 11 <�>APPROVED DRAINFIELD SITES
\ C74 29.20 41.11 z ES3.58ft
\ \ C) 6Fq C�7 41, C11 13p I o 1.14 AC BLOCK 1, LOT ® c,1NEER
LLJ S85'26'34'E S 41tt es.22 aft 84f
� � (q<1. i16r •o w C R C71 C70113.7 NO
289.64ft `` 17. CSO ('S C 1 4 q 7.1 ;C Nfai �w C13 0;57855'0�W C10 03 I_ Z 2j332f BLOCK 2, LOT ® o�� 4 q�y`
cy_
0 13 2.99 AC L S�O \8 C12 m� 201.17ft C680 C66 7234gf^� N7�• BLOCK 3, LOT® C�rgtProa��4Q
20'WATER LINE EA NE 6 C� 7 C72 - C69 J f 22 C Hg90 C.1���
M mU.OWS Ow A DONEO ROAD ¢g 206,23f Z 0
0 1 �7
N / C N80'p t C4,5 (�3 C41 76.30ft 165.49ft J S
6 8'4g"yy 170.34ft��--'�-- ---- _- ft PRNATE ACCESS ROAD CURVE DATA
C43 L28 - _- _S66'S4'4J"E -�- CURVE LENGTH DELTA RADIUS DIRECT ON CHORD
S89.44'44"E 8 ' "E 8• '3 L30 �-� _ 41f40 77.78ft -�- C39` c36 47.91k oao75s 337.58ft S71•s4.16•E a7.97k
44 113• 165.49ft I C37 19.717 0304'S6 387.58ft 57425'4GE 19.77ft
rn 114.69ft C38� C38 42.20f! 10.5838' 220.96ft S81.26'32•E 42.14ft
163.00ft T C� L29 C39 47.93ft 1P56'36 250.96ft S81'26.327E 47.86ft
au 5. 1ft 2 .24ft ( 42 W I C40 71.eOf! 10' 2' 331.67ft N86-52.31:E 71.75ft
�¢ �, C41 78.40R 12'25'11 361.67ft N1151:13 E 78:25ft
[MO N C42 40.42ft 3T41'3Y 81.44ft S80'29'10E 39.6OR
N 1n M C43 20.68n 3T41'3Y 31.44k S80'29'1f'E 20.31ft
MATCH LI _ M C45 45 03ft 18`30 19' 139.39ft ft S70.53 40"E 35.1 Oft
4 82ft
P "" 'V n 30' PF C46 77.57ft 09'28'33' 469.O91ft S75.24'32•E 77.48ft
w- 3 PA E 0.. N� p C47 72.GGft 09'28'33• 439.01ft S75.24'3YE 72.52ft
r 15 .........16 5.78 AC 0
W AND U C48 90.96ft 16'39'3Y 312.81ft SSZ20'28•E 90.64ft
- Z 17 C49 98.841 1129'11' 342.81ft S62.25',-E 98.30ft
fV p'•' SPRING O C50 68.65n 2318.13' 168.61ft SBW36'41'E 68.18ft
17 AC n/ NATURAL SWALE S70• 3.02 AC w 18 I C51 58.4 9.13' 138.87n S88'36'41•E ss.o5ft
4 / = N SfORMWATER .34,s ID 'rf 19
1.2 A Z f7 p 7384 RETENTION EASEMENT �00?8 s"F 0 2.31 AC w 2.22 AC °
l \ft ft 3 c NORTHWEST
- BASIS OF BEARING PORTION
TUCKER ENGINEERING CONSULTANTS THE BEARINGS SHOWN HEREON ARE BASED ON THE SECTION 20
BREAK DOWN BY PLS 6107 AS RECORDED ON INSTRUMENT NO. 395579
617 CHURCH ST. RECORDS OF BONNER COUNTY, IDAHO
SANDPOINT, ID, 83864
[phone] PAGE 1 OF 5

489180
BEAR CLAW SUBDIVISION
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 20, 21'
TOWNSHIP 55 NORTH, RANGE 3 EAST, BOISE MERIDIAN, BONNER COUNTY, IDAHO
L-46 • _`U- B'49"W '`I 1-7R*2 t�_p---w---e-
L30 _ C43 L28 __�Q-4 S86'54'49_E� C39 N
w S89.44'44"E S89'44'44"E S882532E Cg4 - 113.41ft 77.78ft 165.49ft 114191
- t C38
163.00ft 175.81ft 215.24ft <1 C42 L29 WE
L� MATCH LINE PAGE 1 �
- ----- -
rn PAGE 2 15 N 16 5.78 AC z 17 ND P c
Ivry y: SPRING
0 0 14 0 `r 2.17 AC =N ry NATURAL
370345 3.02 AC � w 18 I 9 0
C) 0 O O a0 RETENTION EASEMENT '
z '� 1.23 AC z ram) 1?e4 10028f .F ^0 2.31 AC w 2. 2 C
aft •'••.....• ' • ••. •
3 N7 "'••............:........... . ...gyp.. .^'.. .., _ o 100 0 100 300
.....•
O, ., 0?g'11-W 27757 RESTRICTED ,., ...? •p.�T ...... .. ,
W .
d' O ft e u WELL EASEMENTS °N •� ,, ..... . _ --
30 ' ,)h p 4160 3B8/L/sF= N 1n z... . o - 1e
319ft�. .I. aD' co, y0p 0' t ono.' R_59:., CwE�is o N I Z Scale 1 100 ft
NOT FR
6 ART ejE ?5os' EAs6NErrt I 20' DR/
88ft OF P� 32224ft f: ...:R_50- ' C�3 C54 $ 7f
swaLEW LEGEND
�/ SET A 5/8"00" REBAR WITH A YELLOW
ACCESSNEASEMENT TO // g l6.Op ft••.• h _N6429�/7_."_1M CLA AD 1 j4,g� I PLASTIC CAP MARKED "PE 1947"
14 205 FOR LOTS //�/,I^� ) ry -/ZZ'-3g 2 ft I
14& 15, BLOCK 2 / V'V/ \ ^ _ 1.30 C G� G 736 S7/•D8�17" 6 17ff C55 POUND LASTIC5CCAP MARKEDW"LS 6107.OW
FOUND A 3/4" IRON PIPE
24j�•.• s o
_O W w 1$7 63 ft I B MONUMENTS AS NOTED
GA•`f ry' ❑1
LOT LINE CURVE DATA "• w C56 FENCE LINE
CURVE LENGTH DELTA RADIUS DIRECTION RD �. •(1 1.55 AC `-o
C52 154.43ft 3828.1T 230.00k N3848'03"E 151. ft ! '•. U) n ❑I
C53 88.26ft 21'59'07" 230.00ft N69'oi'44E 87.7 ,11" d' 2
C54 115.03ft 28'54.13" 230.00ft S853r35E 114.8 O1 pNj APPROVED DRAINFIELD SITES
C55 105.30ft 18'19'09' 332.36ft S80'18'5C"E 104.86 ?�$ O N W
C56 I01.90ft 17 8'05 392.36ft S80'OB•49•E 121.41ft g•$ 31e '• Z 1.63 AC
C57 414.53ft 71'2T50" 332.36ft N54.52'41"E. 1ggkft Off 9g f••, ++
C58 179.721t 2614.41" 392.36ft N7T51'48" 1 .6N 25' EASEM T FOR f N BLOCK 1, LOT
C58A 223.97ft 32'42'2Y 39236ft N49'23' E �210. ft ELECTRIC TRANSMISSION LINE I NC59 88.21ft 12'52.52" 3 6ft N253 40" 2f 00060 157.'t3TI3'OC 0. NOT '1 E .37f AND TELEPHONE SYSTEM. nc0
C61 111.45k 3336.3Y 111NIB 4'9'W .Sit BOOK 17 OF MISC. PAGE 346 b c0 BLOCK 2, LOT
C82 119,36k 3559.40' 19.0 SS3 2't E it RECORDS OF BONNER COUNTY, IDAHO, p N
�. C63 206.81ft 42'19'08' -.0 N34 "W 2 14 Z
C64 78.33ft 1601'40• 280,0 t SBS '15 .U7k 32 ''
c65 eo.21ft 1307'48' 3s0.o 755'5 E 80.03k 4.0 BLOCK 3, LOT
CO C67 49.351t 11'46.53' .00ft T123 E 100. \ T,q ff ''•.
N C68 101.31k 1G35' 35. N 12'3 E 100. v /
d' C68 .12ft 175 OY a 3'01 E .2t
r- C89 51 9ft 08 'S 3 .00ft 8Y 'S 51.
C 3 9ft 0 49'3 270.00ft N 4'51'E 6ft
1 08ft 1 03'Y 270,00ft SS'13'9"E 84.73ft F
C7 111 t 1 45'6' !33�000"1'1'
60.O84 4.3 E 111.09ft //�''\�� ENa EERC7 18 69 2 2' 80.O 71 ' E 184.BOftC7 ,5.3 7ft 09'S1 Of 734429"E 14211 N.3 09' '1 0f 5544'S1"W 44.26ft
8.43 S7 1" t N54'11'00"W 38.411t5.13 38' Of N2813'44"W 190.0' C.D (.O 94 m
79.70tt 6 4'3 245. N27 7'37"E 264.76ft Q I Q a
79 .O5t! 3T 'OY .94ft N7338'1YW 85.87k d d
C80 91 7ft 1'1 '18" 102.94ft NST53'2SW 88.941t �O
C82 125.ft 0 28'S' 830.3611 S79'09 55E 125 O5k Z iCyq OF 1�UG,4a,0
83 2 2.0 t 20' O4" 830.36ft S64'48'18'E 290.54ft J �•1
4 21 .74 15'40.26" 770.38ft S74'13'0: 210.09ft
SW CORN C 157.Oft 11'41'04" 770.36ft S6932'18"E 158.83ft
C8 38.1 15'40'43• 139.27ft S62'32'O8"E 37.99ft =
2-1 2" C Y 87 173.31ft 71'17'SS 139.27ft N7358'34"E 162.34ft U
LS 39, C &F FIL 6 141.44ft 5622,1E 138.83ft N09'OB'31"E 135.40ft
S19 C 81.44ft 3336'41 138.83t N3650'57'W 80.28ft AA
S30 29 5
N89'52'38"W 2648.57ft I
-'TUCKER ENGINEERING CONSULTANTS SOUTHWEST
617 CHURCH ST. PORTION
SANDPOINT, ID, 83864
[phone] PAGE 2 ❑F 5

489180 s�
BEAR CLAW SUBDIVISION
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 20, 21.
TOWNSHIP 55 NORTH, RANGE 3 EAST, BOISE MERIDIAN, BONNER COUNTY, IDAHO
_ ron Ott 6 0.88 AC 1966 of `vxv
� 7gs�0ft 'c� f �, tf
GO N
165.49ft 114.69ft C38 7 Ro �`) M 'O' a172 4 3 Oq0 6t� u) iz. n c86 (n Co s o .GO i N W . E
L26 C360.8- 06, c1, z N �; F z :N PAGE 4 MATCH. LINE L� W
30' PRIVATE ROAD PAGE 3 co (n S
AND UTILITY EASEMENT c1 yO.00ft 0) o
18 I w R_o-W 1.63 AC 6 / m z
2.31 AC w 19 20 L5 0 cw
2.22 AC co 1.90 AC m 2.64 AC.•' 2.99.'AC d
3 N 01 U f7 �
u7 u)1 0 ' U 00 N & 100 0 100 300
0
S89'54'54'E o to
�• ....... .N +'•''••. 338.41ft A� •• .• I `niPr,,
o a �
O .•• v4¢ t��.
z... .�.•
o •.. 20ft UTILITY `6.............•• J �s Scale 1" = 100 ft
z ^ EASEMENT 6'
„ / 50' D IELD ACK
CA3dfa_ACCE$S= r. FRO 0 uL
20' DRAINAGE EASEMENT 1[ZLLLTLES_EASEMEN7`'
I FOLLOWS NATURAL GRASSY OPT S 1/16 CORNER
SWALE. 21 �� N83'31'71"W 47488fft o ET A 2" AC MARKED "PE 1947"
,1,4 ri
47ft 61 7 1.60 AC G5� ��G� 0 10.O6ft (RECORD N87- 2ft) R 2
LEGEND
08 1j" ft C55 G6 PRIVATE ( Ec R N87'12'W O SET A 5/8"x30" REBAR WITH A YELLOW
f 5 P U N P LATTE D 250.80ft) PLASTIC CAP MARKED "PE 1947'
7 I G P PERTY LINE E SH E NES BY FOUND 5 8" REBAR WITH A YELLOW
57 63ft UD MENT, BOOK 2 0 JU E AGE 421 PLASTIC CAP MARKED"LS 6107"
J
MAIN ROAD Cu D A
C56 t.ENc114 D A IeAolu DIRECTION CHORD ® FOUND A 3/4" IRON PIPE
M C1 39.2611 9'5'0 25.0 N2525'OB"W 35.35ft
a C2 265.14ft 21 5 1 .0 N64'14'4YE 239.07ft
N I ® L, C3 3s8.71k 8 1' 0.0 t N6414'45E 323.45ft IS MONUMENTS AS NOTED EHGINEERq
4 39.28ft 9P 1'S 25 ft N64.34'SfE 35.37ft
M h �1'-LJ C 613.81n 89.3'01 2.36ft N63.58'14'E 553.10ft
1.84 AC a•u)M C6 519.84ft 89.36 5 332.36ft N6357'15E 468.45ft X- FENCE LINE
w �j
1.63 AC Lo W 7 442.58ft 90'33' 280.00ft N26.05'11'W 397.92ft /
N ,"'f, ppo j� 442,51ft 89.36'1 2 0.00ft N3533'59'W 216.88n 94
N N O C 80.48ft 20'S7'3Y 220.OINt NOB'42'S5E 80.03ft `
d- Ct �1 .�:563ft
47n 29'42.55 24o.Ornt 56513'33'E I23.08ft �APPROVED DRAINFIELO SITES g(f o
M U7 1.23 AC M U7 O N O to C12 25.53'OC 36.OINft SSWO83CE 188.25ft •/ `T� a
p N O w 13 97ft 25'53'00' 270.00ft SB508'311 120.94ft Z CD M 4 7k 11.50'00' 240.00ft S81.07'00'E 49.48ft BLOCK 1, LOT ® 9dC 1VC
24'0 ft'' Z 6282 112ft 3559'015 360.00 S69.02'2f E 222.42k
7 169.59ft 141 25 270.00ft S69.02'2fE 168.81k
C78 428.84ft 144.32'05 170.00ft N21'13'1YE 323.85k M BLOCK 2, LOT
C19 474.83ft 111.02'a0' 245.DOft N04.28'35'E 403.93ft
C20 26.07ft 59*4-V39' 25.00ft N30'07'36'E 24.90It
/ C21 41.76ft 95'42'34' 25.00ft N4736'01'W 37.07ft
I /�// e 'O C22 35.90ft 08'S8'38" 230.00ft N89'Ot'01'E 35.87k BLOCK 3, LOT
•g�f C23 39.94ft 91.32'02' 25.00ft N40.44'39'W 35.83ft
N fr1 ZL
C24 39.07ft 89.32'09' 2$.DOft N49.47'25E 35.21ft
o C25 159.02ft 8530'23' 102.94ft N39'13'S0'W 143.87n
W W 7" ''7 •, C26 66.33ft 8530'23' 42.94ft N39.13'49'W 59.93ft
U, U C27 387.06ft 2847'15 770 569.05'24'E 383.00ft
a d '0m C298 417.2Dft 2B47'15 830.36ttS6905'23'E 412.83f
C2 162.07n 311.47'If 292.13ft S532'54E 160.00ft
C30 200.91f 34712'
362.13ft S69.32'54 E 198.34ft
w C31 126.56ft 91'58'S6' 78.53k NO739'50'W 113:40ft
Z C32 222.881 91'58'55 138.83k N0739'50'W 199.71ft
C33 211.42ft 86.58'36' 139.27ft N81.48'55E 191.69ft
J C34 120.34ft 86'58'36' 79.27ft N81'48'S6'E 109.11ft S 1/4 SEC. 2D
= I cis 39.7 90'00'00' zs.ornt N45'15'15E 35.38tt CALCULATED FROM A RECORD
OF SURVEY BY PLS 6107
CP&F FILED.
rW 26 ft S29
TUCKER ENGINEERING CONSULTANTS SOUTHEAST
SANDPOINTH ID, 83864 PORTION
[phone] PAGE 3 OF 5
I

BEAR CLAW SUBDIVISION 21•
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 20,
TOWNSHIP 55 NORTH, RANGE 3 EAST, BOISE MERIDIAN, BONNER COUNTY, IDAHO
N
w, E
- APPROX. CENTER-
z� LINE, ACCESS EASEMENT
INSTRUMENT No. 476891 C 1/4 SEC. 20 E 1/4 C 20 s
J I U S F S RECORDS OF BONNER COUNTY SEf A 2' AC CALCULA E FROM ECO
F GRANTEE: UNITED STATES OF AMERICA MARKED "PE 1947 OP V E Y PLS 1 7
11 S21
I 237.77ft 279.71ft 265.69ft 217.86ft 132.60ft 115.Doft
N ��.�_ S8 ' 4'44 E 6 .7 t
N
CA W wLd O laJ •.+ rn
N O I O r0 c0 ® sue' � N00'911 B6ft O........... ....
'o N 0_ Qa 1.26 AC O O N N O- 1 100 0 100 300
i ^ `q o N 1.61 AC o w s8603'08"E AT DRAG NK EA ENT
O 20' UTIUn Z O N .._ 115.27ft -
EASEMENT o 1 8Q AC • N 00 Scale 1" = 100 f tl
O z ': 00 N O
••Z •239t01ft....�. to w
281.32ft o M ;� 0' WA LINE
0 3 39.14ft z 2.46 AC r7 (o S EN
S85'26'30"E
rn
I
_ ._.
g3 E ACCESS & uTILo
t BEAR CLAW ROAD o0 ASEMENT z
321.4 8,
o Ile,
C-4 168.85f
I: LEGEND NEER AN
�,D1sre t9
MO M cV Lo cp O SET A 5/8"x30" REBAR WITH A YELLOW h
t o 1.03 AC OO V) 2 PLASTIC CAP MARKED"PE 1947" '� 19
ZI 200.69ft o �8 6'20'4 " o
o Bf FOUND 5 S" REBAR WITH A YELLOW
N83'29' C82 3 t t
00 W z 1.50 AC PLASTIC CAP MARKED"LS 6107" °y OF%V R-
03.75ft I BEAR N s ® FOUND A 3/4" IRON PIPE 9q0�•N��
CLAW ROAD C S3'
ztf 183.15ft C81 C28 ,93 d 39l o S2's S89'52'20"E: st MONUMENTS AS NOTED
0o C8 C22 z S� o�� ,ft 50.38ft:
12 N 4 °Fon" w od GRASSY Rf ^p�Op� 7R -�(-X FENCE LINE
Do.85 AC ft APPROVED DRAINFIELD SITES
N V`S OQ ® Oo p LINE DIRECTION DISTANCE
J M _ f O.O n BLOCK 1, LOT # Lt S11733'56"W 32.43ft
3O8 I o 1.14 AC _ 01 10 6 40' L2 N79.33'56"E 32.49ft
4f b N 3 f 2.25 AC :'M L3 N19'11'44"E 56.40ft
ILO ."". L4 N1TI1'44"E 56.40ft
z z 1.31 AC BLOCK 2, LOT
03 QO •«• N 36 LS Sa8.14'07"W 30.02ft
00 I 2j33 O S¢R �`SO 0 W L7 S7558'14"E 1a72.45ft
2ft O rn 9 n 32 )R ff N BLOCK 3, LOT® L8 N00.15'16"E 58.14ft
�: / L9 S00'15'16"W 99.55ft
�3 49f NUJ• 41 1. 5 A `° t Co; u� rNiovoo oo�"w 643 sii
22-DS" Z ��• r°oroa+eE�mMEXt L12 S55'10'30"W 69.71ft
00 I J) �I �,,� L13 S61.38'30"E 36.53ft
J '�' L14 S61'38'30"E 36.53ft
49ft 2'Osft c- 0.88 AC : �96 o p� L15 S5732'1 a"E 26.67ft
F54'49"E -�- J wR' 4l G8 O 0 '- L16 S57'32.18"E 25.85ft
C39 Oft C A J' ft C34 a0 Lt7 Sao st'31'E 40.87tt
I-� 7 N �• : ^ L18 S80'51'31"E 40.87ft
49ft 114.69ft C Rp C w r7 :� C33 N Lts N2037'4s"E 7a.zoft
q0 6' N A C r'7 L20 S24.31'27"W 56.54ft
.4 �` p 47 O ry .gyp 86 C$� N L21 N24 44'46"E 102.20ft
L. b�62 N O �� S O :N L22 NOS'01'22"E 52.03ft
g 36 �� �� c1� z N F z PAGE 4 MATCH. LINE ft
LL- w LLL24 N38'109'3a"E 33.91ft
- - - L25 N38-19'3WE 33.91 ft
3 PRIVA E ROAD PAGE 3 m to L26 N1401'46E 30.00ft
N UTI EASEMENT (3 90.0oft El 00 a L27 N00.09.01W 16.55ft
L28 N80'39.58"E 62.92ft
I a' R_0 W 1.63 AC r/ to Z L31 N22'4T48"E 73.62ftft 1 I5 6
n n
r; TUCKER ENGINEERING CONSULTANTS NORTHEAST
617 CHURCH ST. PORTION
SANDPOINT, ID, 83864
[phone]
PAGE 4 OF 5

BEAR CLAW SUBDIVISION
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 20,
SURVEYOR'S CERTIFICATE TOWNSHIP 55 NORTH, RANGE 3 EAST, BOISE MERIDIAN, BONNER COUNTY, IDAHO
I HEREBY CERTIFY THAT THIS PLAT WAS PREPARED BY ME, OR UNDER MY DIRECTION AND IS BASED ON AN ACTUAL
SURVEY LOCATED IN SECTION 20, T.55N, R.3E , B.M., BONNER COUNTY, IDAHO. THAT THE DISTANCES, COURSES AND OWNER'S CERTIFICATE
ANGLES ARE SHOWN CORRECTLY THEREON AND THAT THE MONUMENTS HAVE BEEN PLACED AND ALL LOT AND BLOCK
CORNERS PROPERLY SET AND THE SURVEY IS IN COMPLIANCE WITH ALL PROVISIONS OF APPLICABLE STATE LAW AND THIS IS TO CERTIFY THAT JAMES E. WHITE Jr. IS THE RECORD OWNER OF THE REAL P PE RIBED IN THIS
LOCAL ORDINANCES. �NGINEERq CERTIFICATION AND HAS CAUSED THE SAME TO BE DIVIDED INTO LOTS, THE SAME TO BE WN BEA W SUBDMSION,
Q&GIs N�/9 LOCATED IN A PORTION OF SECTION 20, TOWNSHIP 55 NORTH, RANGE 3 EAST, BOISE M I , BONNER 0
DATED THIS DAY OF 1996, h o IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: \
W
BEGINNING AT THE WEST QUARTER OF SAID SECTION 20, SAID CORNER BEIN INITI DINT; THESOUTH 89'44'44" EAST A
DISTANCE OF 2656.60ft THENCE SOUTH 00'01'06" WEST A DISTANCE OF 389.70 • E E NORTH 84 9'24 WEST A DISTANCE
COUNTY SURVEYOR'S CERTIFICATE �gq�CF1U EQ! THENCE NORTHOF 250.84ft; T70'24'11" WEST AENCE NORTH 3DISTAN E OF1'11" WEST A13 843ft CE OTHENCE N 17 4 0 A DISTANCE OF DISTANCE OF
THENCE ft;
NORTH 70'24'11" WEST A DISTANCE OF 416.00ft; THENCE SOUTH 19' 5 9" E F 208.00ft-, THENCE
I HEREBY CERTIFY THAT I HAVE EXAMINED THE HEREIN PLAT OF BEAR CLAW SUBDIVISION AND NORTH 70'24'11" WEST A DISTANCE OF 270.07ft THENCE 00' 9' A DI AN OF 1210.77ft TO THE POINT OF BEGINNING.
CHECKED THE PLAT AND COMPUTATIONS THEREON AND HAVE DETERMINED THAT THE TS OF THE IDAHO ROAD ReCO1�`d
STATE CODE PERTAINING TO PLATS AND SURVEYS HAVE BEEN MET. SEE •!q✓ BEAR CLAW ROW IS HEREBY DEDICATED TO THE PUBLIC. IS N U 0 SPECIFICATIONS. IT WILL BE MAINTAINED BY Add '#5047�
��} 4�SVRV-141 ✓D THE LOT OWNERS WITHIN THE BEAR CLAW SUBDM T E WE S S, A T SITE AND WATER LINE EASEMENTS ARE DEDICATED$I2'q q7
DATED THISSL_DAY OF� , 19440 TO ALL LOT OWNERS FOR OPERATION AND MAIN 0 THE B LAW NITY WATER SYSTEM.
3 THE STORMWATER RETENTION EASEMENT AND RAINA E EMEN E HEREBY DEDICATED TO THE LOT OWNERS
WITHIN THE BEAR CLAW SUBDIVISION FO MAI N NCE 0 T DRAI SYSTEM.
THE FOLLOWING INSTRUMENT NUMBER R COR BONN UNTY, IDAHO, GRANT EASEMENTS OVER EXISTING ROADWAYS THROUGH
BONN �, ? v` OR
A y " THE ABOVE DESCRIBED PROPERTY FOR PUR S OF ING ES AND EGRESS TO PARCELS LYING NORTH OF THE ABOVE DESCRIBED
COUNTY TREASURER'S CERTIFICATE L. PROPERTY: 260404, 43760 ,
I HEREBY CERTIFY THAT THE REQUIRED TAXES ON THE ABOVE DESCRIBED PROPERTY HAVE BEEN FULLY PAID UP
TO AND INCLUDING THE YEAR 1945 IN WITNESS WHER F S HAN S 3 DAY OF SuuE 19910
DATED THIS-lj1!DAY OF ZYWILY , 19%. -
�M r
>BONNER C NTY TR' EASSreR JAMES E. WHITE, Jr.
PANHANDLE HEALTH DISTRICT 1 RDER TO 0 OL EROSION AND POSSIBLE SEDIMENTATION OF NEARBY DRAINAGE WAYS, AN EROSION CONTROL PLAN SHALL
A SANITARY RESTRICTION ACCORDING TO IDAHO CODE 50-1326 TO 50-1329 IS IMPOSED ON THIS PLAT. 0 ILDING, SIGNED E BONNER COUNTY STORM WATER MANAGEMENT ORDINANCE. TEMPORARY EROSION CONTROL MEASURES SUCH AS
DWELLING, OR SHELTER SHALL BE ERECTED UNTIL SANITARY RESTRICTION REQUIREMENTS ARE SATISFIED FTED. P E ILT FENCES OR STRAW BARRIERS CAN BE USED UNTIL VEGETATION OR OTHER MEASURES ARE PERMANENTLY
SHED
THIS PLAT APPROVED THIS DAY OF ST
ll�
PANHANDLE HEAL ICT 1 THIS PLAT IS SUBJECT TO THE DECLARATIONS , CONDITIONS, COVENANTS AND RESTRICTIONS
SANITARY,, J
RESTRICTION TIS RECORDED TU" 10 1996 AS INSTRUMENT NO. 48A109 IN THE RECORDS OF
THIS iit DAY OF '4 19Qf,.FIED AND LIFTED BONNER COUNTY, IDAHO.
PANHANDLE HEALT"STRICT
THIS SYMBOL, O, SHOWS DESIGNATED DRAINFIELDS ON TH S I ICA .D
ACKNOWLEDGEMENT
WATER IS AVAILABLE TO EACH LOT IN THI �IION FR M THE BEAR C C MUN WATER SYSTEM. STATE OF IDAHO
COUNTY COMMISSIONER T COUNTY OF BONNER ss
THIS PLAT HAS BFEN APPROVED AC E BY AR 0 N COMMISSIONERS, BONNER COUNTY, IDAHO. ON THIS 3. DAY OF Tu"r- 1953 BEFORE ME, THE UNDERSIGNED, A NOTARY IN AND FOR THE STATE OF IDAHO, DULY
DATED THIS d�f DAY OF COMMISSIONED AND SWORN PERSONALLY APPEARED JAMES E. WHITE, Jr. TO ME
KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE FORGOING OWNER'S CERTIFICATE AND ACKNOWLEDGED TO ME THAT HE
SIGNED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES HEREIN MENTIONED, IN WITNESS
WHEREOF, I HAVE HEREUNTO SET MY HAND E DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN.
CHAIRMAN, BOARD OF BONNER COUNTY COMMISSIONERS
PLANNING CO SSIO R I ATE RESIDING AT S4NDPonv NOTA y 2�9 Y COMMISSION EXPIRES: ,44I6NS7 /ff.#
THIS PLAT BEEN E) INED AN PRO DATED THIS— DAY OF-1 C--" �T AIIE I' 19971( NOTARY PUBLIC FOR IDAHO
/lfT1 Sdr 1- 0Z sT9�OFIpP�O
CH MAN, BONNER COUNTY KLANNING & ZONING COMMISSION RECORDER'S CERTIFICATE /pZ-7//
�G
N I DIR OR'S CERTIFICATE FILED THIS`/DAY 0 1 AT�_-M., IN BOOKS OF PLATS AT PAGE
I PLA BEEN EXAMINED AND APPROVED, DATED THIS.3L. DAY OF�Y 19%. AT THE REQUEST OF /
— MARK SCQTf
BONNER COUNTY POANNING DIRECTOR BONNER COUNTY RECORDER
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