HomeMy WebLinkAboutFinal Plat V1APPROVED
0102122
36�31
7/4 CORNER TIE
CP&F INST No. L 1
103052680
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BLOCK
- - (BLOCK 4 /- -F-__
36 31 SECTION CORNER
CP&F INST No.
1 2 2019015470
0 100 200 400
1" = 200'
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 89'57'18" E
61.12'
L3
N 31'29'55" W
113.67'
L5
N 89'34'47" W
123.50'
L6
N 34'41'11" E
82.53'
L7
N 04'09'19" E
90.81'
L8
N 26'42'26" W
85.32'
L9
N 56'39'37" W
87.95'
L10
N 75'35'35" W
90.88'
L11
S 71'44'26" W
113.88'
L12
S 60'59'28" W
112.30'
L13
S 78'31'59" W
45.73'
L14
S 17'40'26" W
98.75'
L15
S 03'59'33" E
50.00'
L16
N 42'01'36" W
107.12'
L19
N 89'55'39" E
125.02'
L20
N 46'59'03" W
29.26'
SHAFER VIEW TERRACE SUBDIVISION
A PLAT SHOWING PORTION OF LOT 4, BLOCK 1, SHAFER VIEW ESTATES SUBDIVISION,
BOOK 84, PAGES 9403-9404, RECORDS OF ADA COUNTY, IDAHO,
LYING WITHIN THE N 112 OF THE SW 114 OF SECTION 31, T3N., R.IE., B.M.
CITY OF MERIDIAN - COUNTY OF ADA- STATE OF IDAHO
20 -
PREVAIL SUBDIVISION
No. 1
NIv
Ld I
ti
W
=I Z S. CRYSTAL
CREEK AW..-
1 N 8957'18" E 2446.03' 1
I> -
Q
13
I� I
1 W BLOCK 2
la
3
M g�5259
.22 II
S5153'13 "W
$147.64'
501.
65- - -
� I
J
IE. PRAIRIE VIEW W
Cl
�1
S28 48'47"W W
181.70' 2
LEGEND
SUBDIVISION
BOUNDARY LINE
------- SECTION LINE
LOT LINE LINE
PARCEL LINE
CENTERLINE
EASEMENT
MATCHLINE
FOUND 3 1/2" BRASS CAP MONUMENT
IN ASPHALT/CONCRETE
69 FOUND 2" ALUMINUM CAP
IN ASPHALT/CONCRETE
• FOUND 5/8" IRON PIN,
WITH PLASTIC CAP, PLS 4998
O SET 5/8" IRON PIN WITH
2" ALUMINUM CAP, PLS 11463
X FOUND 1/2" IRON PIN. REMOVED AND
REPLACED WITH 5/8" IRON PIN,
WITH 2" ALUMINUM CAP, PLS 1146J
P.O.B. POINT OF BEGINNING
(a) LOT NUMBER
CURVE TABLE
BLOCK 1 �L\
a
MCBIRNEY LATERAL 1
It1 �10 I /
t 1 N8633'28"W s
185.49,
VN;76 5247"W 1 1
210.54' E ro I
SHEET 5 - y+j, -1-
SHEET 6 •9�
SHAFER
TA E W N5578'49"W hE.�
100.00' op
'tIh
I`I�_
wlw
I
UNPLATTED
BLOCK 1
REFERENCES
R1 = SHAFER VIEW ESTATES SUBDIVISION,
BOOK 84 OF PLATS, PAGES 9403-9404
R2 = RECORD OF SURVEY No. 6544
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
88.38'
275
18'24'50"
N 84'388'15 W
88.00'
C4
95.25'
470'
W
95.09'
C7
104.76'
125.00'
1 48-01.11"
N 66'02'08" W
101.72'
C8
358.86'
57235.78'
0-21.33"
1 N 00-05.27" E
358.86'
BASIS OF BEARING
S 00"05'17" E BETWEEN FOUND
MONUMENTS BETWEEN THE 114 CORNER
COMMON TO SECTIONS 31 & 36 AND
THE SOUTHWEST CORNER OF SECTION 31.
SURVEYOR'S NARRATIVE.
THE PURPOSE OF THIS SURVEY
IS TO SUBDIVIDE THE PARCEL
AS SHOWN PER IDAHO CODE
50-1301. I FOUND AND HELD
MONUMENTS PER R1 TO
RESOLVE THE EXTERIOR
BOUNDARY.
BLOCK 5
C-1/4 CORNER
SECTION 31
CP&F INST. No.
100010077
PLS 4998
UNPLATTED
L5
O SHEET 5
- - - - - --------o------
3478'44
SHEET 6
165.43'
T
0
h
N1441'14"W
194.52'
N1635'10"W
N2170.50 "W k
\ I
C-R 1 R
170.50' CORNER
SECTION 31
N89 52'35"W
130.40' 1 UNPLATTED
NOTES:
1. ANY RE -SUBDIVISION OF THIS PLAT
SHALL COMPLY WITH THE APPLICABLE
ZONING REGULATIONS IN EFFECT AT
THE TIME OF THE RE -SUBDIVISION.
2. MINIMUM BUILDING SETBACKS SHALL
BE IN ACCORDANCE WITH THE BOISE
CITY ZONING ORDINANCE.
3. ALL LOT LINES COMMON TO A
PUBLIC RIGHT-OF-WAY HAVE A TEN
(10) FOOT WIDE PERMANENT PUBLIC
UTILITIES EASEMENT, LOT DRAINAGE,
IRRIGATION, AND BOISE CITY STREET
LIGHT EASEMENT.
4. A FIVE (5) FOOT WIDE EASEMENT IS
HEREBY RESERVED ADJACENT TO ALL
INTERIOR LOT LINES FOR PUBLIC
UTILITIES, IRRIGATION, AND DRAINAGE
EXCEPT AS OTHERWISE SHOWN. A TEN
(10) FOOT WIDE EASEMENT IS HEREBY
RESERVED ADJACENT TO ALL REAR LOT
LINES AND THE SUBDIVISION BOUNDARY
FOR PUBLIC AND PRIVATE UTILITIES,
AND IRRIGATION.
5. IRRIGATION WATER HAS BEEN
PROVIDED FROM THE BOISE PROJECT
BOARD OF CONTROL, IN COMPLIANCE
WITH IDAHO CODE 31-3805(1)(b). LOTS
WITHIN THE SUBDIVISION WILL BE
ENTITLED TO IRRIGATION WATER RIGHTS.
THE HOMEOWNER'S ASSOCIATION WILL
BE OBLIGATED FOR ASSESSMENTS FROM
THE BOISE PROJECT BOARD OF
CONTROL.
6. THE DEVELOPMENT OF THIS
PROPERTY SHALL BE IN COMPLIANCE
WITH THE BOISE CITY PLANNING AND
ZONING ORDINANCE.
7. THE DEVELOPMENT OF THIS
PROPERTY SHALL BE IN COMPLIANCE
WITH THE BOISE DEVELOPMENT CODE
OR AS SPECIFICALLY APPROVED BY
PUD AND SUB
8. LOTS SHALL NOT BE REDUCED IN
SIZE WITHOUT PRIOR APPROVAL FROM
THE HEALTH AUTHORITY.
9. NO ADDITIONAL DOMESTIC WATER
SUPPLIES SHALL BE INSTALLED BEYOND
THE WATER SYSTEM APPROVED IN
SANITARY RESTRICTION RELEASE.
10. REFER TO PUBLIC HEALTH LETTER
ON FILE REGARDING ADDITIONAL
RESTRICTIONS.
11. THIS DEVELOPMENT IS SUBJECT TO
THE COVENANTS, CONDITIONS, AND
RESTRICTIONS (CC&R'S) THAT PERTAIN
TO THIS DEVELOPMENT, TO BE FILED
AND RECORDED IN THE ADA COUNTY
RECORDER'S OFFICE.
12. LOTS 1, 16, 17, 21, 24, 32, &
40; BLOCK 1, LOT 1; BLOCK 2, LOTS 1
& 7; BLOCK 3, LOT 5; BLOCK 4, ARE
DESIGNATED AS COMMON AND SHALL
BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION AND CANNOT
BE DEVELOPED FOR RESIDENTIAL
PURPOSES.
MAPPING NOTES.
SEE LINE AND CURVE TABLE SHEET 7
Nathan J. Di I
Dang / e. 321.10. L �`��T`Cy� ACCURATE 20B 20.
Nothan J. Donq,�`� r��i•�lJRVEYIN � MAPPINIO DRAWN BY:
P.L.S. 11463 Calp z fj I / 1452 W. Bannock St. PGL2
AN J �pNG bw *v Boise, Idaho 83702
"Alm, T:
(208) 488-4227 SHEE
J F R Y I,.,- www.accuratesurveyors.com 1 OF 9
APPROVED
0102122
FUTURE
RI GH r-OF- WA Y
DEDICATION
I
L82
PLS
4998
SHAFER
VIEW
TERRACE
SUBDIVISION�
MAPPING
NOTES:
N a -
SEE LINE AND
CURVE TABLE
SHEET
7 ti 1
1 =
N 89 57'18" E
939.89'
25'E ACHD EASEMENT
E. QUARTZ CREEK ST.
�INs�UM�T 20��s4e
�-Z__z-Z-Z -Z -Z
-Z- -z- Z�-
-S 8957'04" W
903.60'
N 89 57'04" E
850.25'
c� 1
105.25'—85.00'
-75.00'-
-i
-75.00'-
-80.00'- -1
7
-80.00'-
- �
7-80.00'-
-1
90.00'
F-
90.00'
-1
F-
90.00'
1
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Cl1 61.98'
75.00'
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80.00'
80.00'
80.25'
90.00'
— —
90.00'
90.00,
L22113
N Ld
G� b N895752"W 422.23' E JARVIS ST.
S 89 57'S2" E 429.62' - - - -L 1 12 - - - _
- - 286.59'
W
�S )64
9
IV G�/
, I
058
0
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72. 0T
N 895752" W 38752'
80.00' 80.00'
80.00'
75.45'
C24
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88.06'
-1
92.98'
F-
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BLOCK 4
07
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6 J J
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_
85. DO'-
65. 00'
65. DO'-
65. 00'
80. 00,
4
ro o
15.00'
15.00'
15.00'
L37
92.50'
93.33'
S 89 4957" E 223.36'
00
1-N 89 5752" W 126.17'� I 00 d
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ro
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NOTE 4;
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0 25 50 100
It
1" = 50'
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0
SHEET 2 Z
SHEET 3
v\ \ �3" C18
SEE NOTE 4;
/oa I SHEET 1
/oW
Q w I I \ \ L33 L34 L35
/ Z I I BLOCK 4 / l r-
LEGEND
SUBDIOSION
PARCEL LINE
FOUND 3 112" BRASS CAP MONUMENT
BOUNDARY LINE
_ CENTERLINE
IN ASPHAL7-ICONCRETE
SECTION LINE
ESSNOTED
UND 2- ALUMINUM AP
IN O ASPHALT/CONCRETE
LOT LINE LINE
PUBLIC UTILITY,
MATCHL/NE
O SET 5/8" IRON PIN WITH
IRRIGATION AND
2" ALUMINUM CAP, PLS 1146J
DRAINAGE EASEMENT
1-
119.00, 1
z
L39
v / /
1s' 1
CL MCBIRNEY 1
LATERAL
/ SHAFER VIEW
ESTATES
o
0 FOUND 1/2" IRON P/N. REMOVED AND
REPLACED WITH 518" IRON P/N,
WITH 2" ALUMINUM CAP, PLS 11463
O LOT NUMBER
Nathan
J. Dana
Nathan J. Dang,
P.L.S. 11463
.b_ � OF
ACCURATE
NO.
20
0-227
Q.URVEYIN0 9 M A P P I N
DRAWN BY:
1452 W. Bannock St.
PGL2
Boise, Idaho 83702
(208) 488-4227
SHEET:
www.accuratesurveyors.com
2 OF 9
APPROVED
0102122
_SHEET2
SHEET 3
3
C
A�
N
0 25 50 100
1" = 50'
0-0
L18 L17
E. SHAFER VIEW DR.
SHAFER VIEW TERRACE SUBDIVISION
LEGEND
/ N
19
A E BI RNEY = I =
/ SHAFER VIEW
ES TA TES
SHEET 2J
SHEET 3
E. PRAIRIE VIEW LN.
TURNAROUND
EASEMENT
PER RI
SUBDIVISION
PARCEL LINE
� FOUND 3 112" BRASS CAP MONUMENT
X FOUND 112" IRON PIN. REMOVED AND
BOUNDARY LINE
— CENTERLINE
IN ASPHALrT/CONCRETE
REPLACED WITH 518" IRON PIN,
SECTION LINE
EASEMENT
O SET 5/8" IRON PIN WITH
WITH 2" ALUMINUM CAP, PLS 11463
LOT LINE LINE
AS NOTED
2" ALUMINUM CAP, PLS 11463
0 LOT NUMBER
PUBLIC UTILITY,
MATCHLINE
IRRIGATION AND
DRAINAGE EASEMENT
MAPPING NOTES:
SEE LINE AND CURVE TABLE SHEET 7
Nathan J. M11V
Dang
Nathan J.Dang, � �
P.L.S. 1146J OF j
V F c
� *
ACCURATE
JOB NO.
y
��•I•�1:JRVEYINR & MAPPINIOu
20-227
Ca
1452 W. BannockSt.
DRAWN BY:
PcL2
Boise, Idaho 8370202
(208) 488-4227
SHEET:
J E R Y I,.,- www.accuratesurveyors.com
3 of 9
APPROVED
0102122
I
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IQ 00
o
I o
Q)
26' 26' O
Z
I
I x 785'
J
SHAFER VIEW TERRACE SUBDIVISION
N 89 57'18" E 717.45' 1
639.85' T 77.60' L2 L83 I
S 8957"04" W 58748'
S 89 57'04" W 540.00'
90.00'
F-
90.00'
-1
F-
90.00'
-1
90.00'
-1
F- 90.00'
-1
F-
90.00'
NII
BLOCK
-I
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of
of
of
of
of
o
10, WIDE Z
00
00
00
O
O
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SEE NO rE 4; �
Z
SHEET 1
Z
Z
Z
Z
J
J
J
90.00,
90.00,
90.00'
90.00'
90.00'
85.50'
3
N89 5752"W 981.02'
N 89 5752" W 934.13'
1119.00'
90.00'
90.00'
I
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II
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v
23
24
O
25 0
26
N
W
N
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17.5
17.5'
0
0
a
L59
S89 57'52 "E 543. 35' In C38 if CtK
639.85' h 54.59' -0
_90.00' 120.00' 120.00' 120.00 L65 C2B \ `so
BLOCK 1 D' WIDE SEE
ro
W
O
O
O
0
2
22'
17 80�-
El
L39 `9' 40 L
�9
N765242'W �9240'`
` 20' 2 9 89' O 5g
6 i /
/ L
L13 /
/ N 76
//
N I v-
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i = Nathan j, Digital) ep,
(� Nat
Dang Da 0.25
1 .2 A60 G
Nathan J. Dang, 1 I X63
P.L.S. 11463 `I> OF V j
M NOTE 4; of \ BLOCK 1
SHEET 1 ` C'�� \ O
5' WIDE SEE
lu � NOTE 4;
(u SHEET 1 /
o 00
o /
o
5' WIDE
SEE NOTE 4;
SHEET 1 � —-111.85' — \ _72.9j
�41 N 8633'28" W 184.78' _ \
- - N 2
40
19, N863328,, W 185.49' \ 11 Z >p \ ,,
LA
I \
MCBIRNEY \
LATERAL
SHAFER VIEW \ \
ESTATES
16 I
N
II \P \
MAPPING NOTES:
0 25 50 100
SEE LINE AND CURVE TABLE SHEET 7
P
1" = 50' V�
LEGEND
�v T FC
y
ACCURATE
JOB NO.
SUBDIVISION
PARCEL LINE
O
SET 5/8" IRON P/N W/TH
11
No. AND BKI1
EASEMENT INST.
No. Io5os35A1
y
20-227
BOUNDARY LINE
— CENTERLINE
2" ALUM/NUM CAP, PLS 11463
AND 106011789
W G
r-
` I D 4 D
n E Y N M A I I � N '
SECT/ON LINE
EASEMENT
NM/D AND BKID EASEMENT
X
FOUND 1/2" IRON P/N. REMOVED AND
�S
DRAWN BY:
LOT LINE LINE
INST. No. 105063571
REPLACED WITH 518" IRON PIN,
F S-
_
1452 W. BdllllOck St.
PGL2
PUBLIC UTILITY
AND 106011189
WITH 2" ALUM/NUM CAP, PLS 11463
�.q� ���
Boise, Idaho 83702
IRRIGATION AND
DRAINAGE EASEMENT
EASEMENT
O1
LOT NUMBER
�9'•
gyp.
(208)488-4227
SHEET:
ACHD STORM DRAIN
F
.Q
f E
www.accuratesurveyors.com
Y
4 OF 9
EASEMENT PER Rl
— — — — —
F�
MATCHLINE
APPROVED
0102122
-'t LO
WIW
!.9
�lss
ss°s
/ -0 sy..
/ I � /� s`Ss• !9� ��2s
/ 38 h� / \ IQ
SHAFER VIEW TERRACE SUBDIVISION
N 89 57'18" E 750.90'
23' WIDE DRAIN
DITCH EASEMENT
—PER R7
BLOCK 1 >> <10s<`��
5� 2 lc,
WIDE
SEE NOTE 4;
� SHEET 7 /\
-A �' �� E 159 04'
i ?
05
N
\ /y
VAl C P� \ \ m
\ \ Z
\ 6 S 84'41 '44" W 136. 71 '
\ \I N
\ 13.33'
16 �
y
1i
II I
�I
II
C-714 CORNER
SECTION 31
CP&F INST No.
100010077
PLS 4998
N
0 25 50 100
1" = 50'
LEGEND
SUBDIVISION
BOUNDARY LINE
O
SECT/ON LINE
LOT LINE LINE
BLOCK 5
PUBLIC UTILITY,
IRRIGATION AND
DRAINAGE EASEMENT
PARCEL LINE
— CENTERLINE
NMID AENDT BKID EASEMENT
INST. No. 105063571
AND 106011189
EASEMENT
ACHD STORM DRAIN
EASEMENT PER Rl
^ MATCHLINE
• FOUND 518" IRON PIN,
WITH PLASTIC CAP, AS NOTED
O SET 5/8" IRON PIN WITH
O 2" ALUMINUM CAP, PLS 11463
X FOUND 1/2" IRON PIN. REMOVED AND
REPLACED WITH 518" IRON PIN,
p WITH 2" ALUM/NUM CAP, PLS 1146J
(/) O LOT NUMBER
MAPPING NOTES:
SEE LINE AND CURVE TABLE SHEET 7
�N I
NCZ c`� r 0 Z
I � m
33 V
v` 0)o I 1v
CZ_ N W
!6 cn
�� c? N
o \Q —N 8735'51" E 140.52'-
4 � Di \ i
Nathan J. Dang41 e. oz$i�io.
Nothan J. Do
L45 ng, d>
o�o \ �g2 P.L.S. 11463 OF
p o L44,�%4N J.DpaG
=P
L5 L4 Z
w
N N
No. AND BKI1 ACCURATE
N D43 EASEMENT INST. o
No. 705063577 v \ .f. JOB N0.
AND 106017789— _ ��.� G 20-227
L\J" SHEET 5 r.�l �.l <NRVEYINR - MAPNINI� DRAWN BY:
SHEET 6 z —h 1452 W. Bannock St. PCL2
Boise, Idaho 83702
.A* (208) 488-4227 SHEET:
It R Y 10- www.accuratesurveyors.com 5 of 9
APPROVED
0102122
I
N
J
F sy 'oo0 9
O
O,Q
STORMDRAIN
4ENT PER, R1
SHAFER VIEW TERRACE SUBDIVISION
NMID AND BKID
EASEMENT INST
No. 105063571
AND 706071189
SHAFER VIEW
ES TA TES
L4
z
w
N
w
Z
N
0
4i
w
_
2
O
V
O
N
O
BLOCK 5
0
Z
N
W
CT
W
W
O
o_
71.76' 58.64'
N8952'35"W 130.40'
SHEET 5 — N
SHEET 6
0 25 so 100
1 = 50'
LEGEND
SUBDIVISION
BOUNDARY LINE
- - — - - SECTION LINE
LOT LINE LINE
PUBLIC UTILITY,
IRRIGATION AND
DRAINAGE EASEMENT
PARCEL LINE
CENTERLINE
NMID AENDT BKID EASEMENT
nj INST No. 105063571
e} AND 106011189
EA T
ACHDMEN STORM DRAIN
EASEMENT PER RI
— MATCHLINE
O
O O SET 5/8" IRON PIN WITH
2" ALUMINUM CAP, PLS 11463
p X FOUND 1/2" IRON PIN. REMOVED AND
O REPLACED WITH 518" IRON PIN,
U) WITH 2" ALUMINUM CAP, PLS 11463
Oi LOT NUMBER
MAPPING NOTES:
SEE LINE AND CURVE TABLE SHEET 7
Nathan J.4.
Dang :°o 1.�
Nathon J. Dang, �610463
P.L.S. 11463 OF % j
V F
,f.
ACCURATE
JOB NO.
��•I•�1:JRVEYINR
MAPPINIO
20-227
Ca
1452 W. BannockSt.
DRAWN BY:
PcL2
Boise, Idaho 8370202
(208) 488-4227
SHEET:
J E R Y I,.,-
www.accuratesurveyors.com
6 OF 9
APPROVED
0102122
h \ 105 \ U _ L, � - II _ •�
CURVE TABLE
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
88.38'
275.00'
18'24'50"
N 84*38'15" W
88.00'
C2
71.62'
475.00'
8'38'20"
N 49'13'56" W
71.55'
C3
23.63'
475.00'
2'51'00"
N 43*29'16" W
23.62'
C4
95.25'
475.00'
11*29'20"
N 47'48'27" W
95.09'
C5
96.09'
125.00'
44'02'33"
N 64'02'49" W
93.74'
C6
8.68'
125.00'
3`58'37"
N 88`03'24" W
8.67'
C7
104.76'
125.00'
48`01' 1 1 "
N 66`02'08" W
101.72'
C8
358.86'
57235.78'
0'21'33"
N 00'05'27" E
358.86'
C9
15.38'
26.50'
33'15'26"
N 16*35'35" W
15.17'
C10
41.63'
26.50'
90*00,00"
N 45'02'08" E
37.48'
C11
13.60'
26.50'
29'24'33"
S 75'15'36" E
13.45'
C12
60.05'
51.52'
66'46'57"
S 89'12'35" W
56.71'
C13
20.13'
51.50'
22'23'35"
S 44'38'26" W
20.00'
C14
58.23'
51.50'
64`47'05"
S 01`03'06" W
55.18'
C15
2.07'
26.50'
4`28'41"
N 29`06'06" W
2.07'
C16
12.50'
26.40'
27608'18"
N 13620'51" W
12.39'
C17
86.39'
69.50'
71'13'22"
S 35'26'38" E
80.94'
C 18
140.92'
250.00'
32' 17'44"
S 87' 12' 1 1 " E
139.06'
C19
116.10'
250.00'
26'36'27"
N 63'20'44" E
115.06'
C20
1 70.37'
250.00'
16*07'37"
N 41'58'42" E
70.13'
C21
60.14'
250.00'
13*47'03"
N 27'01'22" E
60.00'
C22
87.10'
250.00'
19'57'47"
N 10*08'57" E
86.67'
C23
37.89'
27.00'
80`24'21"
S 40`22'14" W
34.86'
C24
4.46'
27.00'
9`27'43"
S 85`18'16" W
4.45'
C25
66.94'
110.00'
34'51'54"
S 72'31'55" E
65.91'
C26
184.58'
275.00'
38'27'21 "
S 35'52' 18" E
181.13'
C27
12.09'
10.00'
69'14'54"
S 17'58'50" W
11.36'
C28
149.79'
51.50'
166'39'09"
S 30'43' 18" E
102.30'
C29
64.05'
51.50'
71'15'24"
N 30'19'25" E
60.00'
C30
61.76'
51.50'
68'42'45"
N 39'39'39" W
58.13'
C31
10.19'
10.00'
58`23'48"
S 44`49'08" E
9.76'
C32
15.75'
310.00'
2`54'41 "
N 17`04'34" W
15.75'
C33
76.18'
310.00'
14'04'51 "
N 25'34'20" W
75.99'
C34
82.27'
310.00'
15'12'19"
N 40'12'55" W
82.03'
C35
39.40'
310.00'
7'16'54"
N 51'27'32" W
39.37'
C36
32.29'
145.00'
12'45'39"
N 61'28'48" W
32.23'
C37
55.94'
145.00'
22*06'15"
N 78'54'45" W
55.59'
C38
4.52'
26.50'
9'46'37"
S 85'04'34" E
4.52'
C39
37.10'
26.50'
80`13'23"
S 40`04'34" E
34.15'
C40
15.30'
26.50'
33`05'20"
S 16`34'48" W
15.09'
C41
15.38'
26.50'
33615'26"
N 16635'35" W
15.17'
C42
37.10'
26.50'
80'13'23
N 40'08'49" E
34.15'
C43
4.52'
26.50'
9'46'37"
N 85'08'49" E
4.52'
C44
41.63'
26.50'
90*00,00"
S 44'57'52" E
37.48'
C45
15.86'
27.00'
33'39'53"
S 16'52'04" W
15.64'
C46
103.86'
200.00'
29'45' 10"
N 13'56' 12" E
102.69'
C47
436.66'
230.00'
108`46'38"
N 54`33'22" E
373.97'
C48
62.78'
50.50'
71`13'22"
S 35`26'38" E
58.81'
C49
79.21'
50.50'
89652'04"
S 45606'06" W
71.34'
C50
77.58'
127.50'
34'51'54"
N 72'31'55" W
76.39'
C51
254.21'
292.51'
49'47'34"
N 30'12'09" W
246.28'
C52
1 281.95'
210.00'
76'55'38"
N 38'37'52" E
261.25'
C53
80.55'
210.00'
21'58'33"
N 88'04'58" E
80.05'
C54
36.19'
210.00'
9'52'27"
S 75'59'32" E
36.15'
C55
3.43'
30.50'
6`27'05"
S 67`49'46" E
3.43'
C56
34.48'
30.50'
64`46'17"
S 32`13'05" E
32.67'
C57
34.48'
30.50'
64646' 17"
S 32633' 12" W
32.67'
C58
13.36'
30.50'
25'05'47"
S 77*29'14" W
13.25'
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 89*57'18" E
61.12'
L2
N 89'57'18" E
38.40'
L3
N 31°29'55" W
113.67'
L4
N 89'34'47" W
24.24'
L5
N 89'34'47" W
123.50'
L6
N 34'41'11" E
82.53'
L7
N 04-09'19" E
90.81'
L8
N 26'42'26" W
85.32'
L9
N 56°39'37" W
87.95'
L10
N 75°35'35" W
90.88'
L11
S 71'44'26" W
113.88'
L12
S 60'59'28" W
112.30'
L13
S 78'31'59" W
45.73'
L14
S 17'40'26" W
98.75'
L15
S 03`59'33" E
50.00'
L16
N 42'01'36" W
107.12'
L17
N 89°55'44" E
101.33'
L18
N 89*55'17" E
23.69'
L19
N 89°55'39" E
125.02'
L20
N 46'59'03" W
29.26'
L21
N 00'02'08" E
113.81'
L22
N 89'57'22" W
6.15'
L23
N 34'09'47" W
50.22'
L24
S 00`08'28" W
89.66'
L25
N 89°51'32" W
53.32'
L26
N 49°36'22" W
86.28'
L27
S 09'53'57" W
23.87'
L28
N 80'06'03" W
44.66'
L29
N 80'06'03" W
25.68'
L30
N 74'40'32" W
64.52'
L31
N 63'50'57" W
93.89'
L32
N 70'42'30" W
125.89'
L33
N 80°23'05" W
12.47'
L34
N 80°23'05" W
46.86'
L35
S 81'50' 1 1 " W
43.92'
L36
I N 51'52'59" E
16.23'
L37
S 89'49'59" E
37.52'
L38
N 51'53'14" E
146.23'
L39
S 78`31'59" W
63.60'
L40
N 71'44'26" E
110.00'
L41
N 71°44'26" E
8.79'
L42
N 07°38'28" W
28.30'
L43
N 77' 19'36" E
44.06'
L44
S 77'19'36" W
76.08'
L45
S 75'37'04" W
3.94'
L46
S 06'28'52" E
68.44'
L47
N 06-28'52" W
84.41'
LINE
BEARING
DISTANCE
L48
N 25`50'09" W
6.96'
L49
N 25`50'09" W
53.02'
L50
N 36`41'30" W
61.62'
L51
N 36'41'30" W
32.89'
L52
S 50.03' 15" E
80.83'
L53
S 51'46'38" E
98.32'
L54
N 61'36'51" W
11.30'
L55
N 61'36'51" W
11.30'
L56
S 89`57'04" W
97.53'
L57
S 89`57'04" W
126.64'
L58
N 00`02'08" E
114.89'
L59
N 89'57'52" W
10.59'
L60
S 55'05'59" E
38.52'
L61
S 55'05'59" E
50.71'
L62
S 46'06'23" E
54.88'
L63
N 55'05'59" W
36.43'
L64
N 55'05'59" W
52.80'
L65
S 89`57'52" E
4.09'
L66
N 00`10'04" E
40.12'
L67
N 00'02'08" E
114.76'
L68
S 00'02'08" W
113.47'
L69
S 88'05'29" E
59.03'
L70
S 88*11'44" E
88.55'
L71
S 80'06'03" E
51.89'
L72
S 80'06'03" E
13.62'
L73
S 74`40'32" E
58.69'
L74
S 63`50'57" E
92.46'
L75
S 70`42'30" E
64.40'
L76
S 70'42'30" E
67.41'
L77
S 80'23'05" E
69.21'
L78
S 75'51'45" E
54.48'
L79
S 04'23'22" W
64.97'
L80
S 04'23'22" W
24.23'
L81
S 00`11'24" E
62.90'
L82
S 04`23'22" W
89.67'
L83
N 67`05'46" W
33.28'
L84
N 61'36'51" W
35.44'
L85
N 51'46'38" W
100.49'
L86
N 50'03' 15" W
86.96'
L87
N 36'41'30" W
102.57'
L88
N 25'50'09" W
66.38'
L89
N 21`26'02" W
52.94'
L90
N 25`32'33" W
61.07'
L91
N 28`59'41" W
145.42'
L92
S 75'37'04" W
23.34'
L93
S 17'26'22" E
120.33'
L94
S 25'50'09" E
63.86'
L95
S 36'41'30" E
99.39'
L96
S 50'03' 15" E
84.54'
L97
S 55`05'59" E
124.96'
L98
S 51`46'38" E
99.63'
L99
N 61 `36'51 " W
24.17'
L100
N 61'36'51" W
9.26'
L101
S 67'05' 19" E
68.04'
L102
S 00'10'04" W
152.29'
L103
S 00'10'04" W
152.29'
L104
S 00'10'04" W
142.67'
L105
S 71`03'19" E
149.69'
L106
S 00`02'08" W
203.38'
L107
N 00`02'08" E
204.28'
L108
S 44`53'54" E
6.43'
L109
S 44'53'54" E
24.72'
L110
N 00'10'04" E
39.92'
L111
N 00'10'04" E
82.02'
L112
N 00'10'04" E
2.50'
Nathan J. °` ' F � \�v T Fc9 ACCURATE
N0.
Dang 2110 �T��` 0 20-227
Nothcn J.Donq, I�6 �`3 ►`- 0 'NRVEYINR MAPNINDRAWN BY:
z / C* 1452 W. Bannock St. PGL2
P.L.S. 11463 �7j� OF ��� y Boise, Idaho 83702
NJ ` (208) 488-4227 SHEET:
J E R 0 www.accuratesurveyors.com 7 of 9
APPROVED
0102122
SHAFER VIEW TERRACE SUBDIVISION
CERTIFICATE OF OWNERS
KNOW ALL PERSONS BY THESE PRESENTS, THAT SHAFER VIEW NORTH, LLC, AN
IDAHO LIMITED LIABILITY COMPANY, IS THE OWNERS OF THE REAL PROPERTY
DESCRIBED BELOW AND IT IS SAID CORPORATIONS'S INTENTION TO INCLUDE
SAID PROPERTY IN THIS SUBDIVISION PLAT.
A PARCEL OF LAND BEING ALL OF LOT 4, BLOCK 1 OF SHAFER VIEW ESTATES
SUBDIVISION AS RECORDED IN BOOK 64 OF PLATS AT PAGES 9403 AND 9404,
RECORDS OF ADA COUNTY, SAID PARCEL IS LOCATED IN THE NORTH HALF OF
THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1
EAST OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE FOUND ALUMINUM CAP MONUMENT AT THE QUARTER
CORNER COMMON TO SECTION 31, T3N, R1E AND SECTION 36, T3N, R1W AS
PERPETUATED BY DOCUMENT 103052680, RECORDS OF ADA COUNTY, FROM
WHICH THE FOUND BRASS CAP AT THE TOWNSHIP CORNER COMMON TO
TOWNSHIP 3 NORTH, RANGES 1 EAST AND 1 WEST, AND
TOWNSHIP 2 NORTH, RANGES I EAST AND 1 WEST AS PERPETUATED BY
DOCUMENT 2019-015470, RECORDS OF ADA COUNTY BEARS S 00" 05' 17" E
A DISTANCE OF 2669.99 FEET; THENCE N 89' 57' 18" E FOR A DISTANCE
OF 61.12 FEET TO A FEET TO A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463 AND THE REAL POINT OF BEGINNING,
THENCE N 89' 57' 18" E ALONG THE MID -SECTION LINE FOR A DISTANCE
OF 2446.63 FEET TO A FOUND 5/8TH INCH PIN WITH A PLASTIC CAP LABELED
LS 4998 AT THE CENTER QUARTER CORNER OF SAID SECTION 31;
THENCE S 00` 17' 00" W ALONG THE MID -SECTION LINE FOR A DISTANCE
OF 1342.40 FEET TO A SET 5/8TH INCH IRON PIN WITH A CAP STAMPED PLS
11463;
THENCE N 89° 52' 35" W ALONG THE SIXTEENTH LINE FOR A DISTANCE
OF 130.40 FEET TO A SET 5/8TH INCH IRON PIN WITH A CAP STAMPED PLS
11463;
THENCE N 23° 55' 33" W FOR A DISTANCE OF 170.53 FEET TO A SET 5/8TH
INCH IRON PIN W1TH A CAP STAMPED PLS 11463;
THENCE N 16` 35' 10" W FOR A DISTANCE OF 254.88 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE N 14' 41' 14" W FOR A DISTANCE OF 194.52 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE N 31* 29' 55" W FOR A DISTANCE OF 113.67 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE N 89` 34' 47" W FOR A DISTANCE OF 147.74 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE S 340 28' 44" W FOR A DISTANCE OF 165.39 FEET TO A SET 5/8TH
INCH IRON PIN WITH A CAP STAMPED PLS 11463;
THENCE N 55` 18' 49" W FOR A DISTANCE OF 100.00 FEET TO A SET 5/8TH
INCH IRON PIN WITH A CAP STAMPED PLS 11463;
THENCE N 340 41' 11" E FOR A DISTANCE OF 82.53 FEET TO A SET 5/8TH
INCH IRON PIN WITH A CAP STAMPED PLS 11463;
THENCE N 040 09' 19" E FOR A DISTANCE OF 90.81 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE N 26' 42' 26" W FOR A DISTANCE OF 85.32 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE N 56' 39' 37" W FOR A DISTANCE OF 87.95 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE N 75' 35' 35" W FOR A DISTANCE OF 90.88 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE N 86` 33' 28" W FOR A DISTANCE OF 185.49 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE S 710 44' 26" W FOR A DISTANCE OF 113.88 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE S 60' 59' 28" W FOR A DISTANCE OF 112.30 FEET TO A SET 5/8TH
INCH IRON PIN WITH A CAP STAMPED PLS 11463;
THENCE N 760 52' 47" W FOR A DISTANCE OF 210.54 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE S 780 31' 59' W FOR A DISTANCE OF 45.73 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE S 51 ` 53' 13" W FOR A DISTANCE OF 147.64 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463,
THENCE S 65° 24' 50" W FOR A DISTANCE OF 258.22 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
(CONTINUED ON NEXT PAGE)
THENCE S 17` 39' 49" W FOR A DISTANCE OF 98.75 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463,
THENCE S 03' 59' 33" E FOR A DISTANCE OF 50.00 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463,
THENCE 88.38 FEET ALONG THE ARC OF A 275.00 FOOT RADIUS CURVE RIGHT
HAVING A CENTRAL ANGLE OF 18' 24' 12" AND A LONG CHORD BEARING
N 84` 38' 15" W A DISTANCE OF 88.00 FEET TO A SET 5/8TH INCH IRON PIN
WITH A CAP STAMPED PLS 11463;
THENCE S 28' 48' 47" W FOR A DISTANCE OF 181.70 FEET TO A FOUND
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463;
THENCE 95.25 FEET ALONG THE ARC OF A 475.00 FOOT RADIUS CURVE RIGHT
HAVING A CENTRAL ANGLE OF 11' 29' 20" AND A LONG CHORD BEARING
N 47` 48' 27" W A DISTANCE OF 95.09 FEET TO A SET 5/8TH INCH IRON PIN
WITH A CAP STAMPED PLS 11463,
THENCE N 42 ° 01 ' 36 " W FOR A DISTANCE OF 107.12 FEET TO A SET 5/8TH
INCH IRON PIN WITH A CAP STAMPED PLS 11463;
THENCE 104.76 FEET ALONG THE ARC OF A 125.00 FOOT RADIUS CURVE LEFT
HAVING A CENTRAL ANGLE OF 48' 01' 11" AND A LONG CHORD BEARING
N 66' 02' 08" W A DISTANCE OF 101.72 FEET TO A FOUND 14 INCH IRON
PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP STAMPED PLS
11463,
THENCE S 89` 55' 39" W FOR A DISTANCE OF 125.02 FEET TO A SET 5/8TH
INCH IRON PIN WITH A CAP STAMPED PLS 11463;
THENCE N 46' 59' 03" W FOR A DISTANCE OF 29.26 FEET TO A SET 5/8TH
INCH IRON PIN WITH A CAP STAMPED PLS 11463;
THENCE N 03' 51' 43" W FOR A DISTANCE OF 206.01 FEET TO A FOUND
BRASS CAP MONUMENT;
THENCE N 00' 05' 17" W FOR A DISTANCE OF 192.59 FEET TO A
FOUND 5/8TH INCH IRON PIN;
THENCE 358.86 FEET ALONG THE ARC OF A 57,235.78 FOOT RADIUS CURVE
LEFT HAVING A
CENTRAL ANGLE OF 0` 21' 33" AND A LONG CHORD BEARING N 00` 05, 27" E
A DISTANCE
OF 358.86 FEET TO THE REAL POINT OF BEGINNING.
THE PUBLIC STREETS, AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO
THE PUBLIC. THE EASEMENTS INDICATED ON THIS PLAT ARE NOT DEDICATED TO
THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS PERPETUALLY
RESERVED FOR PUBLIC UTILITIES AND FOR SUCH OTHER USES AS DESIGNATED
HEREON, AND NO PERMANENT STRUCTURES OTHER THAN FOR SUCH UTILITY
PURPOSES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. ALL
LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER FROM THE
CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO
SERVE ALL LOTS, PER IDAHO CODE 50- 1334.
✓AMES D. CHAMBERS JR.:
MANAGING MEMBER:
SHAFER VIEW NORTH LLC.
DA TE•
ACKNOWLEDGMENT
STATE OF IDAHO
COUNTY OF ADA } SS
ON THIS DAY OF ,IN THE YEAR 20-
BEFORE ME, A NOTARY PUBLIC IN AND FOR THE STATE OF
IDAHO, PERSONALLY APPEARED ✓AMES D. CHAMBERS JR.,
KNOWN OR IDENTIFIED TO BE THE PERSON WHO EXECUTED
THE INSTRUMENT ON BEHALF OF SHAFER VIEW NORTH, LLC,
AN IDAHO LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED
TO ME EXECUTED THE SAME.
IN WITNESS WHEREOF, I HEREUNTO SET MY HAND AND AFFIX
MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE
FIRST ABOVE WRITTEN.
NOTARY PUBLIC IN AND FOR THE STATE OF IDAHO
MY COMMISSION EXPIRES
RESIDING IN
CERTIFICATE OF SURVEYOR
I, Nathan J. Dang, do hereby certify that I am a
Registered Land Surveyor, licensed by the State of
Idaho, and that this map has been prepared from
an actual survey made on the ground under my
direct supervision, and that this map is an
accurate representation of said survey and that it
is in conformity with the Corner Perpetuation and
Filing Act, Idaho Code 55-1601 through 55-1612.
Nathan J. "
Dang ` at 4
Nathan J. Dang,
P.L.S. 1146J �t022
V F
ACCURATE
JOB N0.
CP
��•I•�1
:JRVEYINR MAPPINI0
20-227
Ca
1452 W. BannockSt.
DRAWN BY:
PcL2
Boise, Idaho 8370202
(208) 488-4227
SHEET:
J E R 0
www.accuratesurveyors.com
8 of 9
APPROVED
0102122
CERTIFICATE OF ADA COUNTY SURVEYOR
I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA
COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS
PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE
RELATING TO PLATS AND SURVEYS.
ADA COUNTY SURVEYOR
ADA COUNTY HIGHWAY DISTRICT
COMMISSIONERS ACCEPTANCE
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE
BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON
THE DAY OF , 20 .
PRESIDENT DATE:
APPROVAL OF CITY COUNCIL
I, THE UNDERSIGNED, CITY CLERK, IN AND FOR THE CITY OF BOISE,
ADA COUNTY, IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR
MEETING OF THE CITY COUNCIL HELD THE DAY OF
20 , THIS PLAT WAS ACCEPTED AND APPROVED.
BOISE CITY CLERK,
SHAFER VIEW TERRACE SUBDIVISION
CERTIFICATE OF CENTRAL DISTRICT HEALTH
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 ADA COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF
APPROVAL. SANITARY RESTRICTIONS MAY BE RE —IMPOSED, IN ACCORDANCE WITH
SECTION 50— 1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF
DISAPROVAL.
CENTRAL DISTRICT HEALTH DATE
APPROVAL OF CITY ENGINEER
I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF
BOISE, ADA COUNTY, IDAHO, DO HEREBY ACCEPT AND APPROVE
THIS PLAT AND CERTIFY THAT IT IS IN ACCORDANCE WITH BOISE
SUBDIVISION ORDINANCE RELATING TO SUBDIVISION PLATS.
CITY ENGINEER
c'I c
CERTIFICATE OF THE COUNTY TREASURER
I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY
OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE
50— 1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT
AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY
INCLUDED IN THIS PLAT HAVE BEEN PAID IN FULL. THIS CERTIFICATE
IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY
ADA COUNTY TREASURER
COUNTY RECORDERS CERTIFICATE
STATE OF IDAHO SS
ADA COUNTY
INSTRUMENT NUMBER
FILED FOR RECORD AT THE REQUEST OF ACCURATE SURVEYING & MAPPING
AT MINUTES PAST O'CLOCK — M. THIS
DAY OF , 20 .
EX—OFFICIO RECORER
DEPUTY.
FEE
Nathan J. Da 2021.
NGthon J. Dang, 046 3
P.L.S'
OF
Nathan
V F
ACCURATE
JOBN0.
T��c y
J�,IrA
JRVEYINR MAPPINCa I�
20-227
1452 W. BannockSt.
DRAWN BY:
PCL2
Boise, Idaho 8370202
(208) 488-4227
SHEET:
J E R ��
www.accuratesurveyors.com
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