CC - Final Plat SHAFER VIEW TERRACE SUBDIVISION
A PLAT SHOWING PORTION OF LOT 4, BLOCK 1, SHAFER VIEW ESTATES SUBDIVISION, NOTES:
BOOK 84, PAGES 9403-9404, RECORDS OF ADA COUNTY, IDAHO, 1. ANY RE—SUBDIVISION OF THIS PLAT
LYING WITHIN THE N 112 OF THE SW 114 OF SECTION 31, T3N., R. 1E., B.M. SHALL COMPLY WITH THE APPLICABLE
CITY OF MERIDIAN COUNTY OF ADA STATE OF IDAHO ZONING REGULATIONS IN EFFECT AT
THE TIME OF THE RE—SUBDIVISION.
20 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.
PREVAIL SUBDIVISION 4. A FIVE (5) FOOT WIDE EASEMENT IS
No. 1 HEREBY RESERVED ADJACENT TO ALL
UNPLATTED INTERIOR LOT LINES FOR PUBLIC
UNPLATTED UTILITIES, IRRIGATION, AND DRAINAGE
i
N I -I LO EXCEPT AS OTHERWISE SHOWN. A TEN
I ti (10) FOOT WIDE EASEMENT IS HEREBY
W W S. CRYSTAL W I W RESERVED ADJACENT TO ALL REAR LOT
3631 =1 I CREEK AVE. W I W
1/4 CORNER TIE.• P.O.B. 1 N 8937'18" E 2446.03'
= I LINES AND THE SUBDIVISION BOUNDARY
CP&F INST. No. L1 E. QUARTZ CREEK ST. 1 C-114 CORNER FOR PUBLIC AND PRIVATE UTILITIES,
AND IRRIGATION.
10J052680 13 SECTION 31 5. IRRIGATION WATER HAS BEEN
CP&F INS No.
I Q 100010077 PROVIDED FROM THE BOISE PROJECT
BLOCK 1 I W BLOCK 2 PLS 4998 BOARD OF CONTROL, IN COMPLIANCE
00 1 I WITH IDAHO CODE 31 -3805(1)(b). LOTS
U E. ✓ARMS ST. 10 -- WITHIN THE SUBDIVISION WILL BE
I 1 ENTITLED TO IRRIGATION WATER RIGHTS.
BLOCK 5 THE HOMEOWNER'S ASSOCIATION WILL
I BLOCK 1 BE OBLIGATED FOR ASSESSMENTS FROM
z BLOCK 3 1 s THE BOISE PROJECT BOARD OF
cV 3 O 1 1 n� BLOCK 1 UNPLATTED CONTROL.
m I ;� , I McBIRNEY LATERAL I 6. THE DEVELOPMENT OF THIS
`� PROPERTY SHALL BE IN COMPLIANCE
0 A
W �N I 1
`m o O BLOCK 1 E yEl/p L�1 C 1�
�oP 1 L13 2 �g I WITH THE BOISE CITY PLANNING AND
pj o o E p 1 �,� , „ rj ZONING ORDINANCE.
o Z R. RPM I N86;3328 W r� 1 N 7. THE DEVELOPMENT OF THIS
S515313 W 185.49 r`j PROPERTY SHALL BE IN COMPLIANCE
SHEET 2 o BLOCK 4 0 65.2q lz2+ 1 147.64 N76'52'47"W � 1 3 OR ASWITH HSPBCIFICALLYISE EAPPROVED BY
LOPMENT DE
SHEET 3 UP o 5 258- — 210.54' I L5 % PUD AND SUB
C) N — SHEET 5 .Sy —1— — — — — r- _ _ _ _ _ _ _ _ o_ _ SHEET 5_ 8. LOTS SHALL NOT BE REDUCED IN
z v I SHEET 6 q'`k,Q I 3428'44"Vy SHEET 6 SIZE WITHOUT PRIOR APPROVAL FROM
o L 19 E. PRAIRIE VIEW LN 1 165.43' _' THE HEALTH AUTHORITY.
SHAFER VIEW
i C) J ES -5 N55'1849"W �iF.� o0 9. NO ADDITIONAL DOMESTIC WATER
Cl 1 100.00 ot, SUPPLIES SHALL BE INSTALLED BEYOND
�6+ -)I -t I Lo THE WATER SYSTEM APPROVED IN
S28'48'47"W H �_I�_ N14'41'14"W SANITARY RESTRICTION RELEASE.
o , w1 I 194.52 10. REFER TO PUBLIC HEALTH LETTER
36 31 SECTION CORNER 181.70 CP&F INST. No. �1 1 ON FILE REGARDING ADDITIONAL
1 2 2019015470 syq I RESTRICTIONS.
'
' 11. THIS DEVELOPMENT IS SUBJECT TO� yF�op N1254. W THE COVENANTS, CONDITIONS, AND
RESTRICTIONS (CC&R'S) THAT PERTAIN
TO THIS DEVELOPMENT, TO BE FILED
AND RECORDED IN THE ADA COUNTY
N LEGEND REFERENCES 1 . LOTRECORDER'S1OFFICE.
N23'55'33 , 16, 1 7, 21, 24, 32, &
�'W c-s 1/16
SUBDIVISION RI = SHAFER VIEW ESTATES SUBDIVISION, 170.50 CORNER 40; BLOCK 1, LOT 1; BLOCK 2, LOTS 1
BOUNDARY LINE BOOK 84 OF PLATS, PAGES 9403-9404 SECTION 31 & 7, BLOCK 3, LOT 5; BLOCK 4, ARE
- - - - - - SECTION LINE R2 = RECORD OF SURVEY No. 6544 N89'5235"W DESIGNATED AS COMMON AND SHALL
LOT LINE LINE UNPLATTED BE OWNED AND MAINTAINED BY THE
PARCEL LINE 130.40 HOMEOWNERS ASSOCIATION AND CANNOT
BE DEVELOPED FOR RESIDENTIAL
CENTERLINE
PURPOSES.
EASEMENT BASIS OF BEARING
MA TCHLINE
0 100 200 400 S 00'05'17" E BETWEEN FOUND
FOUND 3 1/2" BRASS CAP MONUMENT IN ASPHALT/CONCRETE MONUMENTS BETWEEN THE 1 4 CORNER
1" = 200' J? FOUND 2" ALUMINUM CAP COMMON TO SECTIONS 31 & 36 AND
IN ASPHALT/CONCRETE THE SOUTHWEST CORNER OF SECTION 31. MAPPING NOTES:
• FOUND 5/8" IRON PIN, SEE LINE AND CURVE TABLE SHEET 7
WITH PLASTIC CAP, PLS 4998
LINE TABLE O SET 5/8" IRON PIN WITH SURVEYOR'S NARRA TI VE:
LINE BEARING DISTANCE 2" ALUMINUM CAP, PLS 11463
L1 N 89*57'18" E 61.12' X FOUND 1/2" IRON PIN. REMOVED AND THE PURPOSE OF THIS SURVEY
L3 N 31°29'55" W 1 13.67' IS TO SUBDIVIDE THE PARCEL
REPLACED WITH 5/8" IRON PIN,L5 N 89°34'47" W 123.50' WITH 2" ALUMINUM CAP, PLS 11463 AS SHOWN PER IDAHO CODE
L6 N 34*41'11" E 82.53' 50-1301. I FOUND AND HELD
L7 N 04*09'19" E 90.81' P.O.B. POINT OF BEGINNING MONUMENTS PER R1 TO Di a5i
L8 N 26°42'26" W 85.32' (D LOT NUMBER RESOLVE THE EXTERIOR Nathan J. T F
L9 N 56°39'37" W 87.95' BOUNDARY. /�f e. 21.10. � �� C'y ACCURATE JOB NO.
L10 N 75°35'35" W 90.88' Da n g -� Q
L11 S71°44'26" W 113.88' CURVE
- :1463 v ` SURVEYING & MAPPING 20-227
L13 S 78°31'59" W 45.73' CURVE ARC LENGTH RADIUS DELTA ANGLE TABLE CHORD BEARING CHORD LENGTH Nathan J. Dang, Jp 1 r
F- �� o DRAWN BY:
P.L.S. 11463 q P z 1452 W. Bannock St. PGL2
L14 S 17°40'26" W 98.75' Cl 88.38' 275.00' 18°24'50" N 84°38'15" W 88.00' OF �� �
L15 S 03°59'33" E 50.00' C4 95.25' 475.00' 1 1*29'20" N 47°48'27" W 95.09' �q�igN J.�P�G 7IV Boise, Idaho 83702
L16 N 42°01'36" W 107.12' C7 104.76' 125.00' 48*01'11" N 66°02'08" W 101.72' (208) 488-4227 SHEET:
L19 N 89°55'39" E 125.02' C8 358.86' 57235.78' 0°21'33" N 00°05'27" E 358.86' f F R V l ��' www•accuratesurveyors.com 1 OF 9
L20 N 46°59'03" W 29.26'
SH FER VIEW TERRACE SUBDIVISION
MAPPING NOTES: N I �
SEE LINE AND CURVE TABLE SHEET 7
W W
N 89 57'18" E 939.89'
x25' WIDE ACHD EASEMENT E. QUARTZ CREEK ST.
TRlNs uM�r. No. 20� 648 ��-Z -Z -Z -Z -Z � � z- -S 89 57'04" W 903.60'
c� I
N 89 57'04" E 850.25' `O
105.25' \ -85.00' \ -75.00'- -] \ 75.00'- -80.00'- 7 \ -80.00'- \ -80.00'- � \ 90.00' \ 90.00' -1 \ 90.00'
114-CO 'LO O I I �
BLOCK 9
Q) N
J W wQ--) I �
fN 11 10 \ \ \ Ilk \ \ W \ \ \ O I Q
Co CO0 0
o cV
o L25 ao Co Co Cc Co N N
0 0 0 0 0 0 0 0 o O
FUTURE O O O O O O O O 5' WIDE SEE Q)` O Q) Q) Q) p p 5' WIDE SEE Q) I
R/GHT-OF-WAY \ � ��� � � SHEETNOTE 41� � � Z NOTE 4; ? Z
DED/CATION \6' C 12 \ -11 L \ \ \ \ \ \ SHEET 1 \
V O \ ,� C>> 61.98' 75.00' 80.00' 80.00' 80.25' 90.00 90.00' 90.00' tL22),\()
CO �' o N89 5752"W 422.23' E JA R I/I S S T.
S 89 5752" E 429.62' - - _ _L 112 - - - -
W � 3 Iv '
286.59'
C24
C58 N N 895752" W 387.52'S64 ' 0' 88.06' 92.98' 119.00,
. ' 80.00' 80.00 80.0 75. 5' <1� ; G
Q)
O `r oo /o' WIDE oo BL OCK 3 p O IQ)
BLOCK 4
O n SEE NO TE 4; uj N N O O p O
(n O N SHEET 1 N p
BL OCK 1
tl• O C• \ � � W 22 W 23 � 24
N o o p p \ O O
I p O_ O 21 O I
\FN5
L 5752" W 121.46'J Q N o o o 0
O O O cV p
L82 C'' � O�o p oN 8957S2" W 405.00'
Q) o -85.00' 65.00'- 65.00' 65.00' 80.00'
4998 \PLS J14CO o015.00' 15.00' 15.00' L37 92.50' -1 93.33' --1
N LO S 894957" E 223.36' �7'S2" W 126. 17'�o Co °o W �ry� BLOCK 1
�i nl � N 1 o tl \ \ Lu \ h� �� L39
NO WIDE SEA \ O �I
NOTE 4; p
�1 SHEET 1 - <1 I
~ cNo
7g
W O
o N 88 09'14" W 151.85' _ F 'yF�/� '¢9 6 , cs4 L
25. 16' 126.69' -' S >>• Tipp 9 C53
Z N- �s 428 02�' 19 22
o - - 429 C3o F �So¢o _ - - C1g/ / \ �
`r N / \ / /
N
TD
5' WIDEQ) SEE NO
g� I I SHEET 1 E 4, 5•g9' / 5•ZA•'S�
0 6
/ 19
0 �32 10 5
LATMCBIRNEY
ERAL
6Q
0 25 50 100 %� Q w L33 I \ 34 L35
1" = 50' .- � � � BLOCK 4 / / � \ \ � - � / /
SHAFER VIEW
Q) ES TA TES
SHEET 2
z 1 O O O O
SHEET 3 I \
Di ed Q r �C9
ti ACCURATE JOB NO.
LEGEND Nathan , g 4 0 20 227
SUBDIVISION PARCEL LINE FOUND 3 1/2" BRASS CAP MONUMENT X FOUND 1/2" IRON PIN. REMOVED AND I L� r � I_ 1 o SURVEYING & MAPPING DRAWN BY:
BOUNDARY LINE - CENTERLINE /N ASPHALT/CONCRETE REPLACED WITH 5/8 IRON P/N, J. Da n g 16:46:40-06 00 z 1452 W. Bannock St. PGL2
- - - - SECTION LINE EASEMENT 6M FOUND 2 ALUMINUM CAP WITH 2" ALUMINUM CAP, PLS 1146J IT 1146 3 2 I Boise, Idaho 83702
LOT LINE LINE AS NOTED /N ASPHALT/CONCRETE O 1 LOT NUMBER Nathan J. Dang,
(208) 488-4227 SHEET:
PUBLIC UTILITY, MA TCHL/NE O SET 5/8" IRON PIN WITH P.L.S. 11463 �! �`� 2 OF 9
IRRIGATION AND 2 ALUMINUM CAP, PLS 1146J OF `� G `�F R V 1 www.accuratesurveyors.com
DRAINAGE EASEMENT N J.ID
SHAFER VIEW TERRACE CE SUBDIVISION
22
L69 LL70 \
L7� L72
LO �
—
N
'irD 5' WIDE
W SEE NOTE 4; \ \ S! \ O / / / / 19' N I Cl
SHEET 1
/ MCB/RNEY = I =
�u � \ � LATERAL
N
N
/ SHAFER VIEW
CN 1 I BLOCK 4 ��' / _77 ES TA TES
SHEET 2 I o I / 8 SHEET 2J
SHEET 3 o W 3 / 7- SHEET 3
• � I ,Sl\ N
o /
=N
A
wL C6
�o L 19 \ �� � IRIE VIEW LN.
L 18 L 17 �s I E. PRA
CJ 5' WIDE
\ SEE NOTE 4;
E. SHAFER VIEW DR. �/ SHEET 1 /
/ c1
0
\ �O' TURNAROUND
S / �, EASEMENT
PER RI
CIO
/ C:)
Nathan J.
N LEGEND 21.
Dang
SUBDIV/S/ON PARCEL LINE FOUND 3 Dan 112" BRASS CAP MONUMENT X FOUND 1/2" IRON P/N. REMOVED AND 4t�
BOUNDARY LINE — CENTERLINE IN ASPHAL /CONCRETE REPLACED WITH 5/8" IRON PIN, Nathan J. 9
- - - - SECTION LINE EASEMENT O SET 5/8" IRON P/N W/TH WITH 2" ALUM/NUM CAP, PLS 1146J P.L.S. 1146J44.
LOT LINE LINE AS NOTED 2" ALUM/NUM CAP, PLS 1146J O LOT NUMBER ] N J.QP�1G
PUBLIC UTILITY, MA TCHL/NE
IRRIGATION AND
DRAINAGE EASEMENT
0 25 50 100
1" = 50'
MAPPING NOTES: r
Q��� F�yy ACCURATE JOB NO.
SEE LINE AND CURVE TABLE SHEET 7 v I 0 20 227
1 44I_ 1 SURVEYING & MAPPING DRAWN BY:
z I 1452 W. Bannock St. PGL2
Boise, Idaho 83702
SHEET:
(208) 488-4227
"'r R V I www.accuratesurveyors.com 3 of 9
SH FER VIEW TERRACE SUBDIVISION �
N 89 57'18" E 717.45' I
639.85' 77.60' L2 L83 I
S 89 57'04" W 587.48' �L57 0�99
G� S 89 57'04" W 540.00' � J v� L56
1 I 1 90.00' 90.00' —1 90.00' — 90.00' —1 90.00' —1 90.00' ;—] F—
00
BLOCK 2 J W
o NCo
CO N LO
\
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J L W W W W L tq
J U J L
O OCO O , O 6O O W 40 39
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O O O p O � � � O ,
N
i 10' WIDE O O O O /
26' 26' O SEE NOTE 4; Z O O O O O 17.5 17.5' O 38 4j
f L —1 L
z SHEET 1 I� Z Z Z Z Z C> 1�N / \ \
7.85 90.00' 90.00, 90.00' 90.00' 90.00' 85.50' C43 c9 L5�
S89 5752"E 543.35' to
N89 5752"W 981.02' C3
to 639.85' to 54.59' �CS0
N 89 5752" W 934.13'
119.00' 90.00' 90.00' F 90.00' � 120.00' � 120.00' � 120.00'
BLOCK 1 10' WIDE SEE
NOTE 4; of \ \ / BLOCK 1
O SHEET I n ^ / 5' WIDE SEE �6, 0 /
N 00 W LLJ NOTE 4;
/
0 �
SHEET 1 \
W N
00 Co
CN
O N O 5' WIDE Z = /
Z N Z SEE NOTE 4' / / ! ��
O O SHEET 1 J —111.85'
72.93'— 1312, L
Z ? 17.80 N 86 332 W . 8'
' 8" 1847
12 54, 5 yi 124 8,65, d-I L
LL
/ L39 `92¢p'�
1•
N�6°s2 �92 40, 9. , 19, N 86'33'28" W 185.49' \ cn
Z 10 \
MCB/RNEY
LATERAL \ \
L13
�9
/ 76 5Z¢�» � 12 SHAFER VIEW \
ES TA TES \
�N
N
W
I �P
W Digital) e ^ o
Nathan J. Nat ,s
DDa ! 0.25
an
I g 1 .21 f4'6 3 MAPPING NOTES.
0
Nathan J. Dang,I 0 25 50 100 SEE LINE AND CURVE TABLE SHEET 7 P.L.S. 11463 `�7j�17
ill = 50'
�G4IV J.
LEGEND �`b I
r NM/D AND BK/D
F cy ACCUMTE JOB N O. SUBDIVISION PARCEL LINE O SET 5/8" IRON P/N WITH EASEMENT INS
v BOUNDARY LINE _ 2" ALUM/NUM CAP, PLS 1146J No. 105063571
� 'f' 20-227 CENTERL/NE AND 106011189
S U R V E Y I N G & M A P P I N G - - sEcrioN LINE EA SEMN
AENDT BK/D EASEMENT X FOUND 112" IRON PIN. REMOVED AND
DRAWN BY: LOT LINE LINE /NST. No. 105063571 REPLACED WITH 518 IRON P/N, �.
z I 1452 W. Bannock St. PGL2 PUBLIC UTILITY, AND 106011189 WITH 2 ALUM/NUM CAP, PLS 11463 s 1�
Boise, SHEET: ACHD STORM DRAIN Idaho 83702 IRRIGATION AND EASEMENT O LOT NUMBER
� � 'Sys �00 Q9
DRAINAGE EASEMENT O
(268) 488-4227 �Q O
J'F www.accuratesurveyors.com 4 OF 9 MATCHL NE PER R1 ���
LO SH FEE VIEW TERRACE SUBDIVISION
wlw
N 89 57'18" E 750.90'
C-114 CORNER
SECTION 31
CP&F /NST. No.
100010077
\ PLS 4998
\ S
�9S
\ s� N
\ \ tissos'
/ 70 `S,g
/ 7
9 ,
23' WIDE DRAIN
DI TCH EA SEMEN T
PER RI
� 0 25 50 100
50'
LEGEND
\ I
<' \ \ 40 SUBDI VISION
\ BOUNDARY LINE
SECTION LINE
LOT LINE LINE
BLOCK \ <Q0s BLOCK S UTILITY,PUBLIC IRRIGATION AND
DRAINAGE EASEMENT
� I
PARCEL LINE
\ \ \ o CENTERL/NE
It \ NT
NMSD AND BK/D EASEMENT
/ �\ �•2�1 / INST. No. 105063571
N EA SEMEN T
AND 106011189
N ACHD STORM DRAIN 10' WIDE \ r}. EASEMENT PER R1
SEE NOTE 4; MA TCHL/NE
� SHEET 1 \ �� `�
\ • FOUND 5/8" IRON P/N,
WITH PLASTIC CAP, AS NOTED
'05" E 1 Z O O SET 5/8" IRON PIN WITH
�1 2$
N \ m „O 2" ALUM/NUM CAP, PLS 11463
\ Ss• , �15 \ N N X FOUND 112" IRON PIN. REMOVED AND
REPLACED WITH 518" IRON PIN,
w \ N_ p WITH 2" ALUM/NUM CAP, PLS 11463
LOT NUMBER
0 rn v
\ I7 \ \
\ \ N S 84.41'44" W 136.71'
— — MAPPING NOTES:
SEE LINE AND CURVE TABLE SHEET 7
� h
Q) I r o z
m N
Q —N 87 35'51" E 140.52'—
I o �� Di i
N �P � Nathan J. Dang e:Q1021.10. �`
P _0� 32 TtiJ-V
Nathan J. Dang,
L45 g2 P.L.S. 11463
I o G 1 L5 L4 �44, Z �4N J.
I = P
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N N
h, NMID AND BKID �
N3 EASEMENT INST. O r FC
AND110506J57106011189 v Q` * ACCURATE JOB NO.
l ♦ 20-227
%SHEET 5 F I_ 1 SURVEYING & MAPPING
I o DRAWN BY:
SHEET 6 = , " 1452 W. Bannock St. PGL2
Boise, Idaho 83702
(208) 488-4227
SHEET:
J'E R V I www.accuratesurveyors.com 5 of 9
SHEER VIEW TERRACE SUBDIVISION
I RV
IN
STORM DRAIN
I EASEMENT PER
1/\ 32
v y
I
I
o� L4
NMID AND BKID
ntK' EASEMENT INST
V No. 105063577
AND 106011189
SHEET 5 N
VtK SHEET 6
. s 'moo 0
BLOCK 5
v 0 25 50 100
SHAFER VIEW
O ES TA TES Z 1" = 50'
o
4i O
LEGEND
SUBDIVISION
�p BOUNDARY LINE
.Q - - - -U% SECTION LINE
N LOT LINE LINE
PUBLIC UTILITY,
IRRIGATION AND
DRAINAGE EASEMENT
PARCEL LINE
CENTERLINE
NMID AND BKID EASEMENT
N INST. No. 105063571
AND 106011189
EA SEMEN T
Z ACHD STORM DRAIN
+� EASEMENT PER R1
Z O MA TCHLINE
O O SET 518" IRON PIN WITH
2" ALUMINUM CAP, PLS 1146J
p X FOUND 112" IRON PIN. REMOVED AND
O O REPLACED WITH 518" IRON PIN,
- (0 WITH 2" ALUMINUM CAP, PLS 1146J
O1 LOT NUMBER
N
ul
MAPPING NOTES:
SEE LINE AND CURVE TABLE SHEET 7
Nathan J. g
Dang
i��� :2021.1� :02
�� �
Z Nathan J. Dang, 6�°463 %
W P.L.S. 1146J
OF
wcr N J.OP�G
w
w
� TF
Q,� c*, ACCURATE JOB No.
` � 20 227
SURVEYING & MAPPING
DRAWN BY:
1452 W. Bannock St. PGL2
71.76' 58.64' Boise, Idaho 83702
N89'52'35"W 130.40' (208) 488-4227 SHEET:
J'F R V I www.accuratesurveyors.com 6 OF g
SHAFER VIEW TERRACE SUBDIVISION
LINE TABLE
CUR VE TABLE
LINE BEARING DISTANCE LINE BEARING DISTANCE
CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH L1 N 89*57'18" E 61 .12' L48 N 25°50'09" W 6.96'
Cl 88.38' 275.00' 18°24'50" N 84°38'15" W 88.00' L2 N 89°57'18" E 38.40' L49 N 25°50'09" W 53.02'
C2 71 .62' 475.00' 8°38'20" N 49°13'56" W 71 .55' L3 N 31*29'55" W 1 13.67' L50 N 36°41 '30" W 61 .62'
C3 23.63' 475.00' 2°51 '00" N 43°29'16" W 23.62' L4 N 89°34'47" W 24.24' L51 N 36°41 '30" W 32.89'
C4 95.25' 475.00' 11°29'20" N 47°48'27" W 95.09' L5 N 89°34'47" W 123.50' L52 S 50°03'15" E 80.83'
C5 96.09' 125.00' 44°02'33" N 64°02'49" W 93.74' L6 N 34°41 '1 1 " E 82.53' L53 S 51°46'38" E 98.32'
C6 8.68' 125.00' 3°58'37" N 88°03'24" W 8.67' L7 N 04°09'19" E 90.81 ' L54 N 61°36'51 " W 1 1 .30'
C7 104.76' 125.00' 48°01 '1 1 " N 66°02'08" W 101 .72' L8 N 26°42'26" W 85.32' L55 N 61°36'51 " W 1 1 .30'
C8 358.86' 57235.78' 0°21 '33" N 00°05'27" E 358.86' L9 N 56°39'37" W 87.95' L56 S 89°57'04" W 97.53'
C9 15.38' 26.50' 33°15'26" N 16°35'35" W 15.17' L10 N 75°35'35" W 90.88' L57 S 89°57'04" W 126.64'
C10 41 .63' 26.50' 90*00,00" N 45°02'08" E 37.48' L11 S 71°44'26" W 113.88' L58 N 00°02'08" E 114.89'
C11 13.60' 26.50' 29°24'33" S 75°15'36" E 13.45' L12 S 60°59'28" W 112.30' L59 N 89°57'52" W 10.59'
C12 60.05' 51 .52' 66°46'57" S 89°12'35" W 56.71 ' L13 S 78°31 '59" W 45.73' L60 S 55°05'59" E 38.52'
C13 20.13' 51 .50' 22°23'35" S 44°38'26" W 20.00' L14 S 17°40'26" W 98.75' L61 S 55°05'59" E 50.71 '
C14 58.23' 51 .50' 64°47'05" S 01°03'06" W 55.18' L15 S 03°59'33" E 50.00' L62 S 46°06'23" E 54.88'
C 15 2.07' 26.50' 4°28'41 " N 29°06'06" W 2.07' L1 6 N 42°01 '36" W 107.12' L63 N 55°05'59" W 36.43'
C 16 12.50' 26.40' 27°08'18" N 13°20'51 " W 12.39' L17 N 89°55'44" E 101 .33' L64 N 55°05'59" W 52.80'
C 17 86.39' 69.50' 71°13'22" S 35°26'38" E 80.94' L18 N 89°55'17" E 23.69' L65 S 89°57'52" E 4.09'
C 18 140.92' 250.00' 32°17'44" S 87°12'1 1 " E 139.06' L19 N 89°55'39" E 125.02' L66 N 00°10'04" E 40.12'
C19 116.10' 250.00' 26°36'27" N 63°20'44" E 115.06' L20 N 46°59'03" W 29.26' L67 N 00°02'08" E 114.76'
C20 70.37' 250.00' 16*07'37" N 41°58'42" E 70.13' L21 N 00°02'08" E 113.81 ' L68 S 00°02'08" W 113.47'
C21 60.14' 250.00' 13°47'03" N 27°01 '221) E 60.00' L22 N 89°57'22" W 6.15' L69 S 88°05'29" E 59.03'
C22 87.10' 250.00' 19°57'47" N 10*08'57" E 86.67' L23 N 34°09'47" W 50.22' L70 S 88*11 '44" E 88.55'
C23 37.89 27.00' 80°24'21 " S 40*22'14" W 34.86' L24 S 00°08'28" W 89.66' L71 S 80°06'03" E 51 .89'
C24 4.46' 27.00' 9°27'43" S 85°18'16" W 4.45' L25 N 89°51 '32" W 53.32' L72 S 80°06'03" E 13.62'
C25 66.94' 110.00' 34°51 '54" S 72°31 '55" E 65.91 ' L26 N 49°36'22" W 86.28' L73 S 74°40'32" E 58.69'
C26 184.58' 275.00' 38°27'21 " S 35°52'18" E 181 .13' L27 S 09°53'57" W 23.87' L74 S 63°50'57" E 92.46'
C27 12.09' 10.00' 69°14'54" S 17°58'50" W 1 1 .36' L28 N 80°06'03" W 44.66' L75 S 70°42'30" E 64.40'
C28 149.79' 51 .50' 166°39'09" S 30°43'18" E 102.30' L29 N 80°06'03" W 25.68' L76 S 70°42'30" E 67.41 '
C29 64.05' 51 .50' 71°15'24" N 30°19'25" E 60.00' L30 N 74°40'32" W 64.52' L77 S 80°23'05" E 69.21 '
C30 61 .76' 51 .50' 68°42'45" N 39°39'39" W 58.13' L31 N 63°50'57" W 93.89' L78 S 75°51 '45" E 54.48'
C31 10.19' 10.00' 58°23'48" S 44°49'08" E 9.76' L32 N 70°42'30" W 125.89' L79 S 04°23'22" W 64.97'
C32 15.75' 310.00' 2°54'41 " N 17°04'34" W 15.75' L33 N 80°23'05" W 12.47' L80 S 04°23'22" W 24.23'
C33 76.18' 310.00' 14°04'51 N 25°34'20" W 75.99' L34 N 80°23'05" W 46.86' L81 S 00*11 '24" E 62.90'
C34 82.27' 310.00' 15°12'19" N 40°12'55" W 82.03' L35 S 81°50'1 1 " W 43.92' L82 S 04°23'22" W 89.67'
C35 39.40' 310.00' 7°1 6'54" N 51°27'32" W 39.37' L36 N 51°52'59" E 16.23' L83 N 67°05'46" W 33.28'
C36 32.29' 145.00' 12°45'39" N 61°28'48" W 32.23' L37 S 89°49'59" E 37.52' L84 N 61°36'51 " W 35.44'
C37 55.94' 145.00' 22°06'15" N 78°54'45" W 55.59' L38 N 51°53'14" E 146.23' L85 N 51°46'38" W 100.49'
C38 4.52' 26.50' 9°46'37" S 85°04'34" E 4.52' L39 S 78°31 '59" W 63.60' L86 N 50*03'15" W 86.96'
C39 37.10' 26.50' 80°13'23" S 40°04'34" E 34.15' L40 N 71°44'26" E 1 10.00' L87 N 36°41 '30" W 102.57'
C40 15.30' 26.50' 33°05'20" S 1 6°34'48" W 15.09' L41 N 71°44'26" E 8.79' L88 N 25°50'09" W 66.38'
C41 15.38' 26.50' 33°15'26" N 16°35'35" W 15.17' L42 N 07°38'28" W 28.30' L89 N 21°26'02" W 52.94'
C42 37.10' 26.50' 80°13'23" N 40°08'49" E 34.15' L43 N 77°19'36" E 44.06' L90 N 25°32'33" W 61 .07'
C43 4.52' 26.50' 9°46'37" N 85°08'49" E 4.52' L44 S 77°19'36" W 76.08' L91 N 28°59'41 " W 145.42'
C44 41 .63' 26.50' 90°00'00 S 44°57'52" E 37.48' L45 S 75°37'04" W 3.94' L92 S 75°37'04" W 23.34'
C45 15.86' 27.00' 33°39'53" S 16°52'04" W 15.64' L46 S 06°28'52" E 68.44' L93 S 17°26'22" E 120.33'
C46 103.86' 200.00' 29°45'10" N 13°56'12" E 102.69' L47 N 06°28'52" W 84.41 ' L94 S 25°50'09" E 63.86'
C47 436.66' 230.00' 108°46'38" N 54°33'22" E 373.97' L95 S 36°41 '30" E 99.39'
C48 62.78' 50.50' 71°13'22" S 35*26'38" E 58.81 ' L96 S 50°03'15" E 84.54'
C49 79.21 ' 50.50' 89°52'04" S 45°06'06" W 71 .34' L97 S 55°05'59" E 124.96'
C50 77.58' 127.50' 34°51 '54" N 72°31 '55" W 76.39' L98 S 51°46'38" E 99.63'
C51 254.21 ' 292.51 ' 49°47'34" N 30°12'09" W 246.28' L99 N 61°36'51 " W 24.17'
C52 281 .95' 210.00' 76°55'38" N 38°37'52" E 261 .25' L100 N 61°36'51 " W 9.26'
C53 80.55' 210.00' 21°58'33" N 88°04'58" E 80.05' L101 S 67°05'19" E 68.04'
C54 36.19' 210.00' 9°52'27" S 75°59'32" E 36.15' L102 S 00°10'04" W 152.29'
C55 3.43' 30.50' 6°27'05" S 67°49'46" E 3.43' L103 S 00°10'04" W 152.29'
C56 34.48' 30.50' 64°46'17" S 32°13'05" E 32.67' L104 S 00°10'04" W 142.67'
C57 34.48' 30.50' 64°46'17" S 32°33'12" W 32.67' L105 S 71°03'19" E 149.69'
C58 13.36' 30.50' 25°05'47" S 77°29'14" W 13.25' 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'
L1 10 N 00°10'04" E 39.92'
L1 1 1 N 00°10'04" E 82.02'
L1 12 N 00°10'04" E 2.50'
Nathan J. D` ° '� T FCy JOB No.
/ 8 21.10. L Q ACCURATE
Dang : 2 ` SURVEYING & MAPPING 20 227
Nathan J. Dang, � � `'z �� o DRAWN BY:
�� 1452 W. Bannock St. PGL2
P.L.S. 11463 ` OF �pP� Boise, Idaho 83702
�q�qN J,pP (208) 488-4227 SHEET:
'It R V I www.accuratesurveyors.com 7 of 9
SHAFER VIEW TERRACE SUBDIVISION
CERT/FICA TE OF OWNERS
KNOW ALL PERSONS BY THESE PRESENTS, THAT SHAFER VIEW NORTH, LLC, AN THENCE S 51` 53' 13" W FOR A DISTANCE OF 147.64 FEET TO A FOUND
IDAHO LIMITED LIABILITY COMPANY, IS THE OWNERS OF THE REAL PROPERTY INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
DESCRIBED BELOW AND IT IS SAID CORPORATIONS'S INTENTION TO INCLUDE STAMPED PLS 11463,
SAID PROPERTY IN THIS SUBDIVISION PLAT.
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
A PARCEL OF LAND BEING ALL OF LOT 4, BLOCK 1 OF SHAFER VIEW ESTATES STAMPED PLS 11463,
SUBDIVISION AS RECORDED IN BOOK 64 OF PLATS AT PAGES 9403 AND 9404, (CONTINUED ON NEXT PAGE)
RECORDS OF ADA COUNTY, SAID PARCEL IS LOCATED IN THE NORTH HALF OF
THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 3 NORTH, RANGE 1 THENCE S 17° 39' 49" W FOR A DISTANCE OF 98. 75 FEET TO A FOUND
EAST OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
PARTICULARLY DESCRIBED AS FOLLOWS: STAMPED PLS 11463,
COMMENCING AT THE FOUND ALUMINUM CAP MONUMENT AT THE QUARTER THENCE S 03' 59' 33" E FOR A DISTANCE OF 50.00 FEET TO A FOUND
CORNER COMMON TO SECTION 31, T3N, R1E AND SECTION 36, T3N, R1 W AS INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP ACKNOWLEDGMENT
PERPETUATED BY DOCUMENT 103052680, RECORDS OF ADA COUNTY, FROM STAMPED PLS 11463, STATE OF IDAHO
WHICH THE FOUND BRASS CAP AT THE TOWNSHIP CORNER COMMON TO COUNTY OF ADA SS
TOWNSHIP 3 NORTH, RANGES 1 EAST AND 1 WEST, AND THENCE 88.38 FEET ALONG THE ARC OF A 275.00 FOOT RADIUS CURVE RIGHT
TOWNSHIP 2 NORTH, RANGES 1 EAST AND 1 WEST AS PERPETUATED BY HAVING A CENTRAL ANGLE OF 18` 24' 12" AND A LONG CHORD BEARING
DOCUMENT 2019-015470, RECORDS OF ADA COUNTY BEARS S 00` 05' 17" E N 84° 38' 15" W A DISTANCE OF 88.00 FEET TO A SET 5/8TH INCH IRON PIN ON THIS DAY OF IN THE YEAR BEFORE ME, A NOTARY PUBLIC IN AND FOR THE STATE
OF
A DISTANCE OF 2669.99 FEET,• THENCE N 89` 57' 18" E FOR A DISTANCE WITH A CAP STAMPED PLS 11463, IDAHO, PERSONALLY APPEARED JAMES D. CHAMBERS JR.,
OF 61. 12 FEET TO A FEET TO A SET 5/8TH INCH IRON PIN WITH A CAP THENCE S 28` 48' 47" W FOR A DISTANCE OF 181. 70 FEET TO A FOUND �21 KNOWN OR IDENTIFIED TO BE THE PERSON WHO EXECUTED
STAMPED PLS 11463 AND THE REAL POINT OF BEGINNING; INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP THE INSTRUMENT ON BEHALF OF SHAFER VIEW NORTH, LLC,
AN IDAHO LIMITED LIABILITY COMPANY, AND ACKNOWLEDGED
THENCE N 89* 57' 18" E ALONG THE MID-SECTION LINE FOR A DISTANCE STAMPED PLS 11463, TO ME EXECUTED THE SAME.
OF 2446.63 FEET TO A FOUND 5/8TH INCH PIN WITH A PLASTIC CAP LABELED THENCE 95.25 FEET ALONG THE ARC OF A 475.00 FOOT RADIUS CURVE RIGHT
LS 4998 AT THE CENTER QUARTER CORNER OF SAID SECTION 31; HAVING A CENTRAL ANGLE OF 11. 29' 20" AND A LONG CHORD BEARING IN WITNESS WHEREOF, l HEREUNTO SET MY HAND AND AFFIX
� 48' 27" W A DISTANCE OF 95.09 FEET TO A SET 5 8TH INCH IRON PIN MY OFFICIAL SEAL THE DAY AND YEAR IN THIS CERTIFICATE
N 47 /THENCE S 00` 17' 00" W ALONG THE MID-SECTION LINE FOR A DISTANCE FIRST ABOVE WRITTEN.
OF 1342.40 FEET TO A SET 5/8TH INCH IRON PIN WITH A CAP STAMPED PLS WITH A CAP STAMPED PLS 11463,
11463; THENCE N 42` 01' 36" W FOR A DISTANCE OF 107. 12 FEET TO A SET 5/8TH
THENCE N 89' 52' 35" W ALONG THE SIXTEENTH LINE FOR A DISTANCE INCH IRON PIN WITH A CAP STAMPED PLS 11463;
OF 130.40 FEET TO A SET 5/8TH INCH IRON PIN WITH A CAP STAMPED PLS THENCE 104. 76 FEET ALONG THE ARC OF A 125.00 FOOT RADIUS CURVE LEFT
11463, HAVING A CENTRAL ANGLE OF 48` 01' 11 " AND A LONG CHORD BEARING
THENCE N 23` 55' 33" W FOR A DISTANCE OF 170.53 FEET TO A SET 5/8TH N 66° 02' 08" W A DISTANCE OF 101. 72 FEET TO A FOUND X INCH IRON
INCH IRON PIN WITH A CAP STAMPED PLS 11463, PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP STAMPED PLS
THENCE N 16* 35' 10" W FOR A DISTANCE OF 254.88 FEET TO A FOUND 11463, NOTARY PUBLIC IN AND FOR THE STATE OF IDAHO
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP THENCE S 89* 55' 39" W FOR A DISTANCE OF 125.02 FEET TO A SET 5/8TH MY COMMISSION EXPIRES
STAMPED PLS 11463;
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 THENCE N 46* 59' 03" W FOR A DISTANCE OF 29.26 FEET TO A SET 5/8TH RESIDING IN
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP INCH IRON PIN WITH A CAP STAMPED PLS 11463;
STAMPED PLS 11463; THENCE N 03' 51' 43" W FOR A DISTANCE OF 206.01 FEET TO A FOUND
THENCE N 31. 29' 55" W FOR A DISTANCE OF 113.67 FEET TO A FOUND BRASS CAP MONUMENT,
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP THENCE N 00* 05' 17" W FOR A DISTANCE OF 192.59 FEET TO A
STAMPED PLS 11463, FOUND 5/8TH INCH IRON PIN;
THENCE N 89* 34' 47" W FOR A DISTANCE OF 147. 74 FEET TO A FOUND THENCE 358.86 FEET ALONG THE ARC OF A 57,235. 78 FOOT RADIUS CURVE
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP LEFT HAVING A
STAMPED PLS 11463, CENTRAL ANGLE OF 0* 21' 33" AND A LONG CHORD BEARING N 00* 05' 27" E
THENCE S 34* 28' 44" W FOR A DISTANCE OF 165.39 FEET TO A SET 5/8TH A DISTANCE
INCH IRON PIN WITH A CAP STAMPED PLS 11463, OF 358.86 FEET TO THE REAL POINT OF BEGINNING.
CERTIFICATE OF SURVEYOR
THENCE N 55* 18' 49" W FOR A DISTANCE OF 100.00 FEET TO A SET 5/8TH
Nathan J. Danq, do hereby certify that am a
INCH IRON PIN WITH A CAP STAMPED PLS 11463; 1, l
Registered Land Surveyor, licensed by the State of
THENCE N 34* 41' 11 " E FOR A DISTANCE OF 82.53 FEET TO A SET 5/8TH Idaho, and that this map has been prepared from
INCH IRON PIN WITH A CAP STAMPED PLS 11463, an actual survey made on the ground under my
THENCE N 04' 09' 19" E FOR A DISTANCE OF 90.81 FEET TO A FOUND THE PUBLIC STREETS, AS SHOWN ON THIS PLAT, ARE HEREBY DEDICATED TO direct supervision, and that this map is an
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP THE PUBLIC. THE EASEMENTS INDICATED ON THIS PLAT ARE NOT DEDICATED TO accurate representation of said survey and that it
THE PUBLIC, BUT THE RIGHT TO USE SAID EASEMENTS IS PERPETUALLY is in conformity with the Corner Perpetuation and
STAMPED PLS 11463; RESERVED FOR PUBLIC UTILITIES AND FOR SUCH OTHER USES AS DESIGNATED
THENCE N 26` 42' 26" W FOR A DISTANCE OF 85.32 FEET TO A FOUND �
HEREON, AND NO PERMANENT STRUCTURES OTHER THAN FOR SUCH UTILITY Filing Act, Idaho Code 55- 1601 through 55- 1612.
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP PURPOSES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. ALL
LOTS WITHIN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER FROM THE
STAMPED PLS 11463; CITY OF MERIDIAN, AND THE CITY OF MERIDIAN HAS AGREED IN WRITING TO
THENCE N 56" 39' 37" W FOR A DISTANCE OF 87.95 FEET TO A FOUND SERVE ALL LOTS, PER IDAHO CODE 50- 1334. Nathan J.
D' I �yq by
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP
STAMPED PLS 11463; Da n g a# ' 021. 2
THENCE N 75" 35' 35" W FOR A DISTANCE OF 90.88 FEET TO A FOUND � 44
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP Nathan J. Dang,
STAMPED PLS 11463; P.L.S. 1 1463 OF
THENCE N 86" 33' 28" W FOR A DISTANCE OF 185.49 FEET TO A FOUND JAMES D. CHAMBERS JR.: DATE: �9�AN J.DP��'
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP MANAGING MEMBER:
STAMPED PLS 11463, SHAFER VIEW NORTH LLC.
THENCE S 71` 44' 26" W FOR A DISTANCE OF 113.88 FEET TO A FOUND X
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, T
THENCE N 76` 52' 47" W FOR A DISTANCE OF 210.54 FEET TO A FOUND kil';
FCyiy ACCURATE JOB NO.
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAP v r 20-227
STAMPED PLS 11463, �" SURVEYING & MAPPING
F-THENCE S 78° 31 59" W FOR A DISTANCE OF 45. 73 FEET TO A FOUND ;� �� DRAWN BY:
1452 W. Bannock St. PGL2
INCH IRON PIN, REPLACED WITH A SET 5/8TH INCH IRON PIN WITH A CAPBoise, Idaho 83702
STAMPED PLS 11463;
(208) 488-4227 SHEET:
'It R V ��, www.accuratesurveyors.com 8 of 9
SHAFE IR VIEW TERRACE SUBDIVISION
CERTIFICATE OF ADA COUNTY SURVEYOR CERTIFICATE OF CENTRAL DISTRICT HEALTH CERTIFICATE OF THE COUNTY TREASURER
1, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 /, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY
COUNTY, IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THIS HAVE BEEN SATISFIED ACCORDING TO THE LETTER TO BE READ ON FILE WITH OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF IDAHO CODE
PLAT AND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE THE ADA COUNTY RECORDER OR HIS AGENT LISTING THE CONDITIONS OF 50— 1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT
RELATING TO PLATS AND SURVEYS. APPROVAL. SANITARY RESTRICTIONS MAY BE RE—IMPOSED, IN ACCORDANCE WITH AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY
SECTION 50— 1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF INCLUDED IN THIS PLAT HAVE BEEN PAID IN FULL. THIS CERTIFICATE
DISAPROVAL. IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY.
ADA COUNTY SURVEYOR
CENTRAL DISTRICT HEALTH DATE ADA COUNTY TREASURER DATE
DATE
ADA COUNTY HIGHWAY DISTRICT APPROVAL OF CITY ENGINEER COUNTY RECORDERS CERTIFICATE
COMMISSIONERS ACCEPTANCE I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF STATE OF IDAHO
SS
BOISE, ADA COUNTY, IDAHO, DO HEREBY ACCEPT AND APPROVE
ADA COUNTY }
THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE THIS PLAT AND CERTIFY THAT /T /S IN ACCORDANCE WITH BOISE INSTRUMENT NUMBER
BOARD OF ADA COUNTY HIGHWAY DISTRICT COMMISSIONERS ON SUBDIVISION ORDINANCE RELATING TO SUBDIVISION PLATS. FILED FOR RECORD AT THE REQUEST OF ACCURATE SURVEYING & MAPPING
THE DAY OF 20 AT MINUTES PAST O'CLOCK — .M. THIS
DAY OF 20 .
EX—OFFICIO RECORER:
CITY ENGINEER DATE
DEPUTY.-
PRESIDENT DATE.
FEE.-
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, DATE
Nathan
Nathan J. Da � rFip,cc•.``
2021.Tc�7Z 9:07
Nathan J. Dang, ' 1610' 63 �
P.L.S. 1 146J �QP�
,�AN J.DPI
rz
't-AT E C
Ilk- y� ACCURATE JOB NO.
v o
20 227
SURVEYING & MAPPING
F— ro DRAWN BY:
z �� �40 1452 W. Bannock St. PGL2
IV Boise, Idaho 83702
(208) 488-4227 SHEET:
J'F R V C� www.accuratesurveyors.com 9 of 9