HomeMy WebLinkAboutFinal Plat Plat Showing
HdleTSjVjjD N . IdS0o
A Portion of Lot 1 , Block 1 , Rescue Ranch Subdivision,
Situated in the Northwest Quarter of the Southwest Quarter of Section 5,
Township 2 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho: C,
2024
LS 5721 NiM
CP&F . Apex Southeast
2021 175706 Subdivision No. 3 .vt
S.6 S.5 Point of Beginning E. Via Roberto Ln. S89'52'50"E 1191.08' i N E. Via Roberto Ln. "
� S89'S2 50 E
1/4 427.08'
L1 1 Block 1 1 Block 2 10 40 160
I Q 37' O 0 20 80 240
ao
I 15 14 13 12 11 10 9 8 7 6 5 4 3 2 m 2 3 4 5 6 7 8 9 10 11 12 13 � Scale: 1" = 80'
0
vi Legend
I O
16 p O Found 1/2" Iron Pin, "PLS 7729"
C4 ;.� E. Hadler Dr.
v rn h Found Aluminum Cap Monument
rn
in m N 17 Set 5/8" x 24" Iron Pin
moo, m C. with Plastic Cap, "ISG PLS 11334"
m 31 +� N 18 1 2 2 4 5 6 7 8 9 10 11 12 13 GRescue Ranch l Lot Number
o � O O O O O O O O Subdivision Subdivision Boundary Line
a p0 I J O 1 g Q Block 3 U V Right—of—Way Line
Z i N Z S Lot Line C
Section Line
21 vi �6H6S �� ———————— Match Line
22 L7 N89'52'36"W 518.87'00
23 Rescue Ranch
oR
37' Subdivision N1M ?OS 92' �N
N891512'50"W 131.58 L9 m�m
'o L10 NlN
o ro
I I
I Reference Documents:
CP&F Inst. No.'s: 2021-175706, 201 8-0551 72.
I Notes Easement Notes Deed Inst. No.'s: 2021-086166, 113058553.
ROS Inst. No.'s: 2136, 1809.
1. This development recognizes Idaho Code, Title 22, Chapter 45 Right to 1. No easement created hereon shall preclude the construction and maintenance of hard—surfaced Subdivisions: Laredo Estates, Rescue Ranch, Apex Southeast No. 3.
Farm Act, section 22-4503, which states "No agricultural operation, driveways, landscaping (except trees), parking, or other such non—permanent improvements.
$.6 $.5 agricultural facility or expansion thereof shall be or become a nuisance,
private or public, by any changed conditions in or about the 2. All easements are parallel (or concentric) to the lines (or arcs) that they are dimensioned from,
surrounding nonagricultural activities after it has been in operation for unless otherwise noted. Surveyor's Narrative:
S.7 S.8 more than one (1) year, when the operation, facility or expansion was
LS 5082 not nuisance the time it began or was constructed. The provisions of 3. All common lots are subject to a blanket public utility, lot drainage, and pressure irrigation The purpose of this survey is to subdivide the
CP&F#: this section shall not apply when nuisance results from the improper easement. property shown hereon. The existing
2018-055172 or negligent operation of an agricultural operation, agricultural facility monuments for Lot 1, Block 1, Rescue Ranch
or expansion thereof." 4. Lot 16, Block 1 shall be subject to an access easement in favor of Lots 13, 14, and 15, Block 1. Line Table — This Sheet Subdivision were found to match record and a
were accepted. 1 3 4
Line Bearing Length The bearing system is not a projection, it is U' O
2. Irrigation water will be provided by the Boise—Kuna Irrigation District in 5. A ten (10) foot wide permanent public utilities, lot drainage and pressure irrigation easement is g � p � � 2f ����i`�.Z
compliance with Idaho code section 31-3805(1)(b). All lots within this hereby designated along all lot lines common to a public right—of—way and rear lot line. A three based on a one—step transformation of 9� �x �Q-
subdivision will be entitled to water rights, and will be obligated for 3 foot wide permanent public utilities, lot drainage and pressure irrigation easement easement is L1 S89'52 50 E 37.00 WGS84 to fit the Basis of Bearing. '�j O
9 g herebydesignatedp 9 p g p g L2 N89'52 50 W 41.14 The convergence angle at the west cy46L S.16 �
assessments from the Boise—Kuna Irrigation District. hereb along the sides of interior lot lines. The above easements are as shown on �
this plat. quarter—section corner is —0'25'54".
3. Any re—subdivision of this plat shall comply with the applicable L3 S45'07'10"W 21.21'
regulations in effect at the time of the re—subdivision. 6. Portions of Lot 11, Block 3 are servient to and contain the Ada County Highway District storm
water drainage system. This lot Is encumbered by that certain First Amended Master Perpetual L4 S00'07-10"W 45.97'
4. Minimum building setbacks shall be in accordance with the applicable Storm Water Drainage Easement recorded on November 10, 2015 as Instrument No. 2015-103256,
zoning and subdivision regulations at the time of issuance of individual official records of Ada County, and incorporated herein by this reference as if set forth in full L5 N65-44-55"W 41.00'
building permits, or as specifically approved and/or required, or as (the "Master Easement"). The Master Easement and the Storm Water Drainage System are
shown on this plat. dedicated to Ada County Highway District pursuant to Section 40-2302, Idaho Code. L6 S69-15-05"W 14.14'
5. Direct lot access to S. Locust Grove Rd. and E. Via Roberto Ln. is 7. An existing fifteen (15) foot wide City of Meridian sewer easement on the south side of the north L7 S45'07'24"W 11.31'
prohibited. subdivision boundary per Rescue Ranch Subdivision. L8 S00'0724- "W 62.50 Curve Table — This Sheet
6. are common lots which shall be owned and maintained by the Hadler Lots 1 and 16, Block 1; Lots 1 and 11, Block 2; and Lot 11, Block 3 8. An existing forty (40) foot wide drainage easement per the Plat of Laredo Estates Subdivision. L9 N89'52'50"W 56.00' Curve Length Radius Delta Chord Bearing Chord Length
Subdivision Homeowner's Association. 9. An existing ten (10) foot wide utility easement for Idaho Power, Instrument Number 9290249. L10 S00'07'10"W 2.49' C1 50.75' 120.50' 24'07'55" S12'11'07"W 50.38'
10. An existing City of Meridian water easement, Instrument Number
11. An existing City of Meridian sanitary sewer and water easement, Instrument Number
12. An existing twelve (12) foot ACHD permanent easement, Instrument Number
13. Lot 23, Block 1 is subject to a temporary blanket ACHD access easement, Instrument Number
No building permit will be issued for this lot until the access road is no longer Book Page
required and the easement is vacated or released by ACHD. /�
14. See Instrument Number for ACHD License Agreement. I DAHO 9955 W. EMERALD ST.
BOISE, IDAHO 83704
Job No. 23-121 SURVEY (208) 846-8570
Sheet 1 Of 5 GROUP, LLC WWW.IDAHOSURVEY.COM
P:\Hadler Subdivision 1 23-121\dwg\P1at\23121 PLAT — MODIFIED — 012924.dwg 3/13/2024 7:10:06 AM
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Apex Southeast - - -r- - -
N E. Via Roberto Ln. N Subdivision No. 3
Point of Beginning Additional Right-of-Way • J L
S89 52 50 E 1191.08
• Reset 1/2" Iron Pin "PLS 7729". as Shown. N to
L27 » iv 654.90' 536.18'
• S89'52 50 E _ _ _ _____ __ _ ___ _
•- - - - - - - - - - - -- - - - - -- - - - - - - -- - - - - - - -- --597.36-- - - - - -- - - -- - - -- - - ---- --- - - - -- -- - ---- - - - - - o - -
_ _ ___ _ _ i
y�,/, ,---------------------------- 1 Block 1 ---- - -------------------------1,� --- --- -
N /, �------------------- S89'S2'S0" 543.39' ----------------� g - -1-
1'
' -35.04' -38.00'- -38.00' -43.00'- -43.00'- -43.00'- 43.00'- -38.00'. -38.00'- -38.00' -38.00'- 38.00' -38.00'- 32.35' (� -
�� r-------, r-------� r---------7 r----------I r----------i r----------i r--------1 r-------7 r-� 7--------1 r-------7 r-------7
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1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 r` Q 0 10 40 120
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3 Pr P O .0r 12 PO 11 Po 10 0o U9 0o O oo O oo U6 0o O o0 O oo 60 p m ^ Scale: 1" = 40'
° I I� O °� O Os p °� p 0 p 0 p 0 p p p p p p O p p p O p p p O N
41 0 I 0 I N 1 O O O O O O O O p O p O> d O
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to
I I I I I I I I I I I I I I I I I { 1 I I I I I I I I I 40.5' I 40.5'
I p I I I I I I I I I I I I I I I I I I I I I I I I I I
N I I I I I I I , 1 1 1 1 1 1 1 1 I I 1 1 01 I I I I I I I I $1'
I i I I I I 1 1 5.01 I I I I 11 1 I I I 11 I I 1 1 I I 1 1 1 1
J L_______J L___-___J I I I I I I I I I I I I I I QQ
C9 �� L--------J L--------J L--------J L-------J L_.------J L------JJ L-------J L-------J L-------J L--------J �
- 45.00'- - - 38.00'- 38.00' - I 43.00' 43.00' 43.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.35'
b S89'52'S0"E 121.00' O o� 10'I-- Clf S89-52'50"E 405.36' 1 Lead
12' I-- r7 � 16 "� G� c
N S89-52-50"E 04 _ _ _ _ _ _ - 451.35' - _ _ N _ - O Found 1/2" Iron Pin, "PLS 7729"
- _ �- - -�- - - - - - t - " - - - - - - Set 1/2" x 24" Iron Pin
--- ---96.96'--------1 13 E. Hadler Dr. S89'52 50 E 987.53 " »
1 1 � c with Plastic Cap, ISG PLS 11334
o i '° 17 i Gti N S8952'50"E 56.50' N S85 53'23»E a Set 5/8" x 24" Iron Pin "
O / G'S C5 28.50' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 43.10' 98.36' • with Plastic Cap, ISG PLS 11334
C) -----1 r--------7 r--------7 r--------7 r--------� r---------1 r------ 7 r--------1 r--------1 r-------- Set 1/2" x 24" Iron Pin
� M j � " bt I I T I I I I I I � r ® a. »
i`` I L------S89'52 50 E------J G 1 I I I I I I I I 1 1 1 1 I I 1 1 I I i i with Plastic Cap, ESMT' ISG PLS 11334
r--------100.00'---------1 1 II II II II II II II II II I 3 I I 3, � I I I I II II
I I 1 Lot Number
O I1--10'
I 1 I I I I I I I I I I I I I I I I I I 1
d o 1 I 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 I 3 I Subdivision Boundary Line
3 3 I M M I 18 I O O s c e c p {
�! c, o o � o 0 0 0 0 0 0 Right-of-Way Line
N I 1 I M I O .- O O .- O O .- O O O O O O '- O O 0 O r, O O .- O O P O I
,•� I I P000 0 1 0 0 2 00 2 0 0 4 00 5 0o g o ® 7 0 $ oC:i g o • 1p P00 11 1
O O o �40 �------S89'52'50"E------� I oo o o - o - o o o o o o o i - - Centerline
-i ' o N I Block 3 vpi 1 (n i En i voi i Cn i vpi i N i voi i Cn i rn
p p O r--------100.00--------� I
0 z I 1 1 1 1 I I I I I I I I I I I I I I I I I I I Block 3 I
N y l� o I I I I I I I I I I I I I i I I I I I I I i I Lot Line
P o I I D I I I I I I I I I I I I I I I I I I I I I
o 00 1 19 1 q I I I I I I I 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 ______________ Public Utilities, Pressure Irrigation and Lot
O ►� 1 1 0 l I I I I I I I I I I I I I I I I I I t
En 1 I "O �� I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 �� Drainage Easement Line (Easement Note 5)
1 1 I J L________J L______L_J L--------J L--------J L--------J L______- Sewer Easement Line (Easement Note 7)
i ------S89'52'S0"E------J 35.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 35.00' �O
--------- ' - m I N N ?�
100.00--------
b i i Q I °�° S89'52'50"E 398.01T - - Drainage Easement Line (Easement Note 8)
O N
M I 20 1 0 of .t 3 3 _ - -_- Idaho Power Easement Line
I I M N CIO O
(Easement Note 9)
I L------S89'52'50"E----
--� 3 NI o _ _ _ - - _ _ Meridian Sewer and Water Easement Line
o P (Easement Note 11)
r--------100.00'--------� 00 00 - - - - - - - - - - - - -- - - - - - 1
i o 1 1 0^ (n ( /i _ - - - - _ ACHD Permanent Easement Line
o 00 1 (Easement Note 12)
r7I 21 1 rn
0) / ACHD Storm Drain Easement Area
L------S89'52'50"E------j 1 S89052'36"E 272.50' �_1 - _ _ _ ����1 (Easement Note 6)
_____� - - -- - - - - - -L_( 1-L tom_. -
r--------100.00'--- -------- Matchline
o 1 i N89-52-36"W 518.87'
22 i 0 Rescue Ranch
1 100 41 Subdivision
IM
------s8s•52'So"E-------JI 20.5' ; 20.5' Line Table - This Sheet Curve Table - This Sheet
---------100.00'--------i - 3 I m
Line Bearing Length Curve Length Radius Delta Chord Bearing Chord Length I N
0 1 Block 1
I I 1 -000 1 23 I Ui o r- L7 S45'07,24»W 11.31. C2 78.54, 50.00, 90'00,00» S45'0710»W 70.71
M I I M
110
P
2 O L9 N89'52'50"W 56.00' C3 46.34' 29.50' 90'00'00" S45'07'10"W 41.72'
9 20.50 20.50'258' --------100.00'--------J
N89'52'50"W 131.58'
5 Li S00'07'10"W 2.49' C4 31.18' 29.50 60'33'33" S30'23'56"W 29.75' hp
10 L11 S44'52'50"E 21.21' C5 15.16' 29.50' 29'26'27" S75'23'56"W 14.99'
1 L13 S45'0710 W 24.04 C6 94.97 40.00 136'01 46 S45.0710 W 74.18 A
L15 S44'52'50"E 11.31' C7 28.16' 40.00' 40'20'24" S02'43'31"E 27.58' cn� g�/�O
w
o L20 S45'07'10"W 11.31' C8 36.28' 40.00' 51'57'58" S43'25'40"W 35.05' OF���P�5
dI� L21 S44'52'50"E 11.31' C9 30.52' 40.00' 43'43'24" N88'43'39"W 29.79' c'ygEL S. 6y�
cn L22 S45'00 00 W 14.11 C10 8.44 21.00 23'00 53 S11'2317 E 8.38
C11 8.44' 21.00' 23'00'53" N78'22'24"W 8.38'
Easement
Line Table - This Sheet
See Sheet 1 for Notes & Easement Notes.
Una Bearing Length
L25 SOo'04'42"E 51.72' Book Page
L26 N44'26'07"E 57.04'
L27 S89'52'50"E 632.11' IDAHO 9955 W. EMERALD ST.
BOISE, IDAHO 83704
Job No. 23-121 SURVEY (208)846-8570
P:\Hadler Subdivision 1 23-121\dwg\P1at\23121 PLAT - MODIFIED - 012924.dwg 3/13/2024 7:10:14 AM
Sheet 2 Of 5 GROUP, LLC WWW.IDAHOSURVEY.COM
Had Subdivision e 1 rNo. 1 �°
N1
.1
- - - �--- - - - - - - - - - - - - -- - - - - - - - - - - - - J L
m E. Via Roberto Ln. Apex Southeast
S a r
a Subdivision No. 3 l
S89'52'50"E 1191.08' Additional Right-of-Way
in 536.18' 14
S89'52'50"E 12.00'
-- -' :o - - - -�� - - -- - - -- -- - - - - - ---- - - T - - -- - - -- - -480.68-- - - - -- -- - - - - - - - - - - - - - - -- - -- -
0
It �� ui �, 1O Block 2 i-20' N
- S89'S2'5 "E 467.71'
Iq
_1
- lb_ 33.03 -38.00 - 38.00 38.00- 38.00 -38.00- 38.00- -38.00- -44.00- .39.68- - 44.00 -41.00
-----, ------- -------� r�------� r- ----, r-------, r------- -------� r---------� I r---------i r--------1 5 20 80
. I I I I
O ( I I I 13 I I I I I I I I I I 120 I I I I 0 10 40 120
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a O O O 0) O ) O O O O O O O O rn
N O �j I I I I I I 0I I OI I OI I I I 0I I I I O II O
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40.5' I
II III
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I I I I I I o I I I I
81' II II II tI lI lI II I II II II {I
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--------J L-------J L-------J J L-------J L--- ---J L-------J L-------JL---------J L---------J L---- - J
� O L 0
41.00' 38.00' 38.00' 38.00' 38.00' 38,00' 38.00' 38.00' 44.00' 39.68' 44.00' 41.00' N Legend
1 S89'52'50"E 478.68' 14 IF
b Set 1/2" x 24" Iron Pin
iA
Mi �i M with Plastic Cap, "ISG PLS 11334"
_ _ _N_I _ _ _ _ _ _ _ _ 459.54_' _ _ _ _ _ _ _ _ _ _ 76.64' N N
Set 5/8" x 24" Iron Pin
1* S89'52'50"E 987.53' t ]C'-)4
with Plastic Cap, "ISG PLS 11334"
E. Hadler Dr. 3 ;� Set 1/2" x 24" Iron Pin
NS89' 2'50"E 475.89' N ® with Plastic Cap, "'ESMT' ISG PLS 11334"
43.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00' 41.00, 43.00'
ol
LZ
Lot Number
r--------- - ------- O
T Subdivision Boundar
y Line3 I I IF -3' 3 20.5' 20.5' Right-of-Way Line
1 I O ^ 41'3 ! 3 I 3 1 3 1 3 1 3 1 I I I 3
O D = I = I = I = I = I 3 1 3 1 3 1 O D I� O J - - Centerline
0 = O O O O O O O ' O O
i• O o o o r- o o .- o o o i• 0 0 .t 3 Rescue Ranch
o °f 12 13 G ^ 15 16 17 r, O 18 P, O 19 0 20 0 I 4) Subdivision Lot Line
o o o o o r o t; o r o r; o t: o Pressure Irrigation and Lot
O j 0 O w O O O) a� O a) O U
N I o f o f o f o f o f o f o f o f N = Public Utilities, g
1 N I N 1 1 N I N I U I N I N I i Drainage Easement Line (Easement Note 5)
I I I I I I I I I I I I I I I I I I p
- - - - - - Sewer Easement Line (Easement Note 7)
I I I I O I I I I I I I I I I I I I
�� I I I I •- I I I I I I I I I I I I �J U N/
zi Drainage Easement Line (Easement Note 8)J L-_-__-__J L------ -JI L--------- L--------- L--------J L--------J L--------J L------- V
�', 35.00 41.00' 41.00' 41.00' 41.00' 41,00' 41.00' 41.00' 35.00' O'� ?O,S _____ _ Idaho Power Easement Line
S89'52'50"E 357.00' �' ?0SO+ (Easement Note 9)
_ _ _ Meridian Water Easement Line
0 �$ ...� - - (Easement Note 10)
M �� �J T 7 / ACHD Storm Drain Easement Area
N89°52'S0' W 23- - (Easement Note 6)
h
16 ham' Jh ------ Matchline
�• N6S.
11 � 0 hj
Block 3 I`V
h
01
n IW?ps 9?'
s
Line Table - This Sheet
Line Bearing length a 1 ;;a
L2 N89'52'50"W 41.14'
L3 S45'07'10"W 21.21' �j OF
L4 S00'07'10"W 45.97'
ctigFL
L5 N65'44'55"W 41.00'
L6 S69'15'05"W 14.14'
L12 S45'07'10"W 21.21'
Curve Table - This Sheet L14 S44'52'50"E 24.04'
Curve Length Radius Delta Chord Bearing Chord Length L16 S45'00'00"W 11.29' See Sheet 1 for Notes & Easement Notes.
C1 50.75' 120.50' 24'07'55" S12*11'07"W 50.38' L17 S44'52'50"E 21.21'
C12 42.1V 100.00' 24'07'S5" S12*11'07"W 41.81' Li S45'07'10"W 11.31' Book Page
C13 33.48' 1 79.50' 24-07-55" S12'11'07"W 33.24' L19 N44'52'50"W 11.31' I D/� H O
/"'�f-1 9955 W. EMERALD ST.
BOISE, IDAHO 83704
Job No. 23-121 SURVEY (208)846-8570
Sheet 3 Of 5 GROUP LLC WWW.IDAHOSURVEY.COM
P:\Nadler subdivision 1 23-121\dwg\P1at\23121 PLAT - MODIFIED - 012924.dwg 3/13/2024 7:10:18 AM
Nadler Subdivision No. 1
Certificate Of Owners Certificate of Surveyor
Know all men by these presents: that G20 LLC, an Idaho limited liability company, is the owner of the property described as I, Michael S. Byrns, do hereby certify that I am a Professional Land Surveyor
follows: licensed by the State of Idaho, and that this plat as described in the
To wit: Certificate of Owners and as shown on the attached plat is correct and was
surveyed in accordance with Idaho Code relating to plats and surveys.
A portion of Lot 1, Block 1, Rescue Ranch Subdivision (Book 106 of Plats at Pages 14734 to 14736, Records of Ada County,
Idaho) situated in the northwest quarter of the southwest quarter of Section 5, Township 2 North, Range 1 East, Boise
Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows: A
Commencing at the west quarter—section corner of Section 5, Township 2 North, Range 1 East, Boise Meridian, which bears o
N00'04'42"W, 2655.92 feet from the southwest corner of Section 5; °- 13 40
Thence S89'52'50"E, 37.00 feet along the north line of the southwest quarter of Section 5 to the northwest corner of Lot 1,
Block 1, Rescue Ranch Subdivision, the POINT OF BEGINNING: �i of
Thence continuing S89'52'50"E, 1191.08 feet along the north line of the southwest quarter and boundary of Lot 1; cygEL S.'b
Thence S00'07'10"W, 178.50 feet;
Thence N89'52'50"W, 41.14 feet;
Thence S45'07'10"W, 21.21 feet;
Thence S00'07'10"W, 45.97 feet;
Thence 50.75 feet on a curve to the right having a radius of 120.50 feet, a central angle of 24'07'55",
a chord bearing of S12'11'07"W, and a chord length of 50.38 feet;
Thence on a non—tangent line, N65'44'55"W, 41.00 feet;
Thence S24'15'05"W, 82.81 feet;
Thence N65'44'55"W, 90.00 feet;
Thence S69'15'05"W, 14.14 feet;
Thence S24'15'05"W, 121.37 feet;
Thence N68'53'16"W, 205.92 feet;
Thence N89'5236"W, 518.87 feet;
Thence S45'07'24"W, 11.31 feet;
Thence S00'07'24"W, 62.50 feet;
Thence N89'52'50"W, 56.00 feet;
Thence S00'07'10"W, 2.49 feet;
Thence N89'52'50"W, 131.58 feet to the east right—of—way line of S. Locust Grove Rd. and boundary of Lot 1;
Thence N00'04'42"W, 425.73 feet along the east right—of—way line of S. Locust Grove Rd. and boundary of Lot 1 to the
POINT OF BEGINNING. Acknowledgment
The above—described parcel contains 9.74 acres, more or less. State of Idaho
S.S.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, County of Ada
the public streets as shown on this plat. The easements indicated on said plat are not dedicated to the public, however, the
right to use said easements is perpetually reserved for the installation of public utilities and for such other uses as designated This record was acknowledged before me on this day of 20
hereon, and no permanent structures other than for such utility purposes or such other uses are to be erected within the by Jim Conger, as Authorized Agent of G20 LLC, and Idaho limited liability company.
limits of said easements. All lots in this plat will be eligible to receive water service from the City of Meridian, and the City of In witness whereof, I have hereunto set my hand and affixed my official seal the day and year
Meridian has agreed in writing to serve all the lots in this Subdivision. in this certificate first above written.
In witness whereof I have hereunto set my hand:
My Commission Expires Notary Public, State Of Idaho
Jim Conger, Authorized Agent,
G20 LLC, an Idaho limited liability company.
Book Page
I DAHO 9955 W. EMERALD ST.
SURVEY p� BOISE, IDAHO 83704
/C�/
Job No. 23-121 S R V C I (208) 846-8570
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111? N . 1
Ha lleT S u b di V s o 0
Health Certificate Certificate Of County Surveyor
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied according to I, the undersigned, Professional Land Surveyor in and for Ada County, Idaho, do hereby certify that
the letter to be read on file with the County Recorder or his agent listing the conditions of approval. I have checked this plat and that it complies with the State of Idaho Code relating to plats and
Sanitary restrictions may be re—imposed, in accordance with Section 50-1326, Idaho Code, by the surveys.
issuance of a certificate of disapproval.
PLS ,
County Surveyor Date
Central District Health Date
Approval of Ada County Highway District Certificate of County Treasurer
The foregoing plat was accepted and approved by the Board of Ada County Highway District I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the
Commissioners on the day of 20 requirements of I.C.50-1308 do hereby certify that any and all current and/or delinquent county
property taxes for the property included in this subdivision have been paid in full. This certification
is valid for the next thirty (30) days only.
President ACHD
County Treasurer Date
Approval of City Engineer County Recorder's Certificate
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve State of Idaho
this plat. � ss. Instrument No.
County of Ada
I hereby certify that this instrument was filed at the request of
PE at minutes past o'clock M., this day of 20
City Engineer Date
in Book of Plats at Pages through
Fee $
Approval of City Council
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho do hereby certify
that at a meeting of the City Council held on the day of 20
this plat was duly accepted and approved. Deputy Ex—Officio Recorder
City Clerk, Meridian, Idaho
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1334 Book Page
�,9� o(F o0� IDAHO
/C, �� 9955 W. EMERALD ST.
tiAEL S.15 SURVEY BOISE, IDAHO 83704
Job No. 23-121 (208)846-8570
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P:�Hadler Subdivision 1 23-121�dwg�Plat�23121 PLAT — MODIFIED — 012924.dwg 1/30/2024 1:31:22 PM