HomeMy WebLinkAboutCC - Final Plat PLAT SHOWING
PA W S UBDI VI S ON
LOCATED IN THE SE 1/4 OF THE SE 1/4
OF SECTION 35, T.4N., RAW., BOISE
MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO N OTES:
SURVEYOR'S NARRATIVE 2022 1. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES AND PROPERTY DRAINAGE
THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO EASEMENT IS HEREBY DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC
CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARY OF RIGHT-OF-WAY.
WINDSONG SUBDIVISION NO. 2, INFORMATION FROM RECORD OF SURVEY INSTRUMENT 2. ALL OF LOT 1, BLOCK 2 AND A PORTIONS LOT 21, BLOCK 3, ARE SERVIENT TO AND
NUMBERS 26306, 8705, 12286 AND CURRENT DEEDS OF RECORD. THE SURVEYED 1/4 CONTAIN THE ACHD STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY
MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE CP&F. NO. THAT CERTAIN MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON
ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 35 36 2019-092669 MAY 8, 2009 AS INSTRUMENT NO. 109053259 AND FIRST AMENDED MASTER PERPETUAL
STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10, 2015, AS INSTRUMENT
NO. 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, AND INCORPORATED HEREIN BY
THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). THE MASTER
�1 EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD
N89'24'S6"W �1 PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE
UNPLATTED 45.00'
pp1 OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM.
3. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY
PLS 4431 S89'31'02"E 344.93' 9 APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
_ _ __ __ __ 7_ O . . ° 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT,
BLOCK 1 PLS 58211 WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION
i O5 BLOCK 2 O8 1 THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED
z CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT
IHAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION,
i O O O O FBEGAN
Q O 2 3 4 5 6 OI 1 CONISTRUCTED XTHESPROVIVSIONSOOFA E THIS CTIONNUISANCETSHALLTHETIME NOTI APPLY WHOEN AA NUISANCE
� OOOO O � I
I 3 1 RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
Z 5. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE
i RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
I 1 IRRIGATION/DRAINAGE DISTRICT. IRRIGATION WATER HAS BEEN PROVIDED BY NAMPA &
' W. CROSSWIND ST. I N i MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(B).
Z i 3 6. LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL
x BE OBLIGATED FOR ASSESSMENTS FROM NAMPA & MERIDIAN IRRIGATION DISTRICT.
BLOCK 3 7. DIRECT LOT ACCESS TO N. LINDER RD. AND W. USTICK RD. IS PROHIBITED.
Lo 8. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF
i Z 0 ; 12-INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
( O O O O O O N I 9. LOTS 1 AND 5, BLOCK 1, LOTS 7, 8 AND 9, BLOCK 2, LOTS 7, 14, 15, 16, 18, & 29,
BLOCK 3 ARE COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE PAW
a HOMEOWNER'S ASSOCIATION. ALL COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC
N
w UTILITY EASEMENT AND IRRIGATION EASEMENT.
04 - - - _ 21 i o 10. LOTS 15 AND 16, BLOCK 3 CONTAINS A ACHD PERMANENT SLOPE EASEMENT - SEE
O cv 1 ;n INST. NO. 108033286
7 (PRIVATE) W WIND GUST LN
m 0 i 1 0 11. LOTS 7, 8 AND 9, BLOCK 2, AND LOT 16, BLOCK 3 CONTAINS A ACHD PERMANENT
=) - b 0 SLOPE EASEMENT - SEE INST. NO. 201 8-071 332
W N PLS Z 12. LOT 15, BLOCK 3 CONTAINS NAMPA & MERIDIAN INGRESS/EGRESS EASEMENT - SEE
z Q 5291 Ofr- INST. NO. 103201123
0 a c° ' O8 0 I I r.� 13. LOTS 15, BLOCK 3 CONTAINS A CREASON LATERAL REALIGNMENT EASEMENT - SEE INST.
Z 0 - 28 27 26 25 24 23 22 ^ 0 ' N NO. 109001809
14. THIS DEVELOPMENT IS SUBJECT TO AN EXISTING SANITARY SEWER AND WATER EASEMENT
z z 20 rn J TO THE CITY OF MERIDIAN AS SHOWN IN INSTRUMENT N0. ------------ RECORDS OF
O3 Z ADA COUNTY.
m Z I 9 j I M 1 15. A PRIVATE ROAD INGRESS-EGRESS AND EMERGENCY ACCESS EASEMENT IS HEREBY
N Z) N 1 DESIGNATED ACROSS LOT 5, BLOCK 1, LOT 8, BLOCK 2, AND LOT 22, BLOCK 3.
N ;V 16. THE MAINTENANCE AND OPERATION OF THE PRIVATE ROAD INGRESS-EGRESS AND
O10 BLOCK 3 29 Z o^ M EMERGENCY ACCESS EASEMENT SHALL BE THE RESPONSIBILITY OF
Z .. O Q; OR ITS ASSIGNS.
' .. PLS L i 17. THIS DEVELOPMENT IS SUBJECT TO AN ACHD LICENSE AGREEMENT - AS RECORDED IN
1 INSTRUMENT NO. ____-____ _ RECORDS OF ADA COUNTY.
IY > of19 i 5291 ' 18. THE DEVELOPMENT IS SUBJECT TO THE TERMS OF AN EXISTING CITY OF MERIDIAN
UO 11 a I DEVELOPMENT AGREEMENT - AS RECORDED IN INSTRUMENT NO. ---- -------
0-
m 30 31 32 33 34 35 i co
I
rn �
(PRIVATE) W WHIRLWIND LN 0
O13 22 I r LEGEND
O I Np,L LA NO
N —-- --— SUBDIVISION BOUNDARY �5��G 1 S T FRS G,pL
14 17 18 I LOT LINE o�"
I SECTION LINE a. 1 1 1 18
I
BLOCK 3 PLS 1 SURVEY TIE LINE 0Nq P 2
POINT i 15 16 �, °y> 5291 1 l�� rF o
OF BEGINNING p°�, 6 LOT NUMBER TON NPR
.gyp v O W
cv FOUND BRASS CAP 5 CLINTON W. HANSEN PLS 11118� 1 MONUMENT ,
N00'15'19"E N89'14'45"W 297.99' � 1 LAND SOLUTIONS
45.00 : ;�, PLS 1 FOUND ALUMINUM CAP 231 E. 5TH ST., STE A
CP&F. N0. 35 ' 5291 MONUMENT MERIDIAN, ID 83642
2253.35 � W. USTICK RD. 60 0 30 60 120
1/4 0 - - - —�- - - 390.00' T.M. 35 36 FOUND 5/8" IRON PIN
— — — — — — O WITH PLASTIC CAP PLS 11118
2 T.M. 2... 1 109109699 UNLESS NOTED OTHERWISE SCALE IN FEET
. . . . . . . . . . . . . . . . . . . . O SET 5/8" x 24" IRON PIN 1„=60'
N89°14'BEA WITH PLASTIC CAP, PLS 11118
BASIS OF BEARING
Q CALCULATED POINT, NOTHING Joalley Engineering, Inc.
FOUND OR SET
CIVIL ENGINEERING I PLANNING I CADD
1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
SHEET 1 OF 5 EAGLE, ID 83616 www.baileyengineers.com
PA W SUBDIVISION
Curve Table
N. CINDER RD.
Curve # Radius Length Chord Bearing Delta
C1 15.00' 8.44' 8.33' S16'35'54"W 32*13'51"
SO 15'04"W 291.4
C2 15.00' 8.44' 8.33' N15.37'57'W 32.13'51' 3 ' - -
_ __ _-
LO
1 ' --0-1'--0-1 S07=
¢"w 95.65' 2 .35' 29. 6 137.10' 96.75)
0 L8 L1 ��-- -- S-0-0'15'w0
4-"-Wi. 19 1.-66-'
-- -- SC3 15.00' 19.30' 17.99' N52'39'43"W 73'42'37" O 1412'
C4 15.00' 4.21' 4.19' N07.46'33"W 16'03'43" 1`� ONO'15'04"E 101.50' 23.5' 23.5' 14.16' 141.50 N� 2' �s•
�♦O�9
C5 15.00' 23.50' 21.17' N44'37'51"W 89'46'20" 24.00' 71.00' N0o'15'04"E , 96.75'
9 S0'15'04"W 172.14'
6.50' 0 n 10.66
Sr 4880'C6 2.00' 3.14' 2.83' S45'00'00"W 90'00'00" O u
A9
N 93.58' L6 78.56'
71.00 �
C7 124.99' 2.03' 2.03' N73.36'20"W 0.55'52" 0 1q3'
w 13.75'
0 10 64.C8 124.99' 71.76' 70.77' N56'41'39"W 32'53'31 0 `n N O N00'000 71.00' K � C3 Ln J .C9 124.99' 73.79' 72.72' N57'09'35"W 33'49'23" 1 2 9
NOO
iO '28'58"E ao rnO w 0C10 15.00' 12.70' 12.32' S65'45'06"E 48'29'48" o
O� V � N 71.00' oo i M o I 0
C11 15.00' 10.93' 10.69' S20'37'34"E 41'45'16" U o N Y C10
3: Q 3: -0N00'28'58"E o r
NM O
' 34 C11 0 0 rn15.00' 23.63' 21.26' N44'52'28"W 90'15'04" _
mJ
YC12 oO0 '
o o 71.00' NCf) NO'15'04"E 196.56' 0 U
C13 39.00' 61.10' 55.04' N44'37'59"W 89'46'04" o o �
oNoo'28'58"E ( SQUALL LN o LqI
N o 115.0023.5621.21S44.3102E 90'0000 OC14 o o S00'15'04"W -0N 71.00' Zw N196.80'C15 15.00' 23.56' 21.21' N45'28'58"E 90'00'00" z
Y N002858E NO2858E 74.32 co
NO'0000E 74.19 00) C17 c19 0C16 15.00' 14.75' 14.16' N61'21'18"W 56.19'26" U � C16 23 C20 X 0
,O Oo J '
C17 15.00' 8.76' 8.63' N16.28'16"W 33'26'39" rn1m (6 N23.5' 1 23.5', 81.00 81.00 0)z
C o N00'26'19"E -0 N00'00'00"E o
C18 89'46'05" 24.00' 59.21' 40 ? o 06.50' C1 0 0 0 to
7 3
w 1- SO28'58'W 89.70' 63.00' � N 81.00' N N 81.00, �
C19 15.00 8.60' 8.48 N16.4007nE 32'50,07' � 40
N i 1
o
O N00'28'58"E o' ' " ' ' "
C20 15.00' 14.90' 14.29' N61'32'35"E 56'54'49" N N
OO .-. 3 0 1 o O
rn
V�o f
w
IIIIII1
rnzrn25 20 07 0 0XN WAFTING LN (PRIVATE) N PUFF LN 7.10' N� 00 N 81.00 N O O N 81.00, N O dC21 15.00' 23.50' 21.17' S45.07'32"W 89'44'56" 0) t NO'28'58"E 125.00' cn "304 ' O `2 `` C6 3:63.00 N00'26'19 N00'00'00"E 0 64.83'00n Z � o "E
N Call " ° LO z E O o
N 0 000 N00'00'00'C22 15.00' 14.72' 14.13' S61'53'36"E 56*12'49" Z No02858 EC 20So 8'58W 89.70 81.00 N N O N 81.00 N zC23 15.00' 8.91' 8.78' S16'45'56"E 34'02'30" En 0 0 L424.00' 59.21' N00'26'19"E 0 oN00'00'00"E C)
o o
C24 15.00 23.63 21.26 N44'52'21 W 90.1519 /O 2 0 aD6.50 o 0
o 0, o N
N81.00' N z z 1.00 12.62' N
. ' NOO=2.50'C25 15.00' 8.72' 8.60' S16'55'04"W 33*19'31 (o N 1 BLOCK 3 w
3 N00'28'58"E ' " o 0C26 15.00' 14.90' 14.29' S62'01'S4"W 56'54'09" I i C o C2271.00 23.5 23.5 o O in o-40 CN C23 o u`4O 1ON O'28'58"E .
C27 15.00' 23.62' 21.26' N45'22'09"E 90-13'40" rn>No 0 197 68 NO'00'00"E 74.34'
-N- o O858E
0 z
C14 °'W � O N00'15'19"E. o
(D71 N ¢ 8s.00'Q) Noo'28'58"E �
41 N
(PRIVATE) N TWISTER LN 8.78'
00 � N00'28'58"E 2
O o o 0 � NO'15'19"E 255.07'
�2 � N� o 0 �tr 41.85' 41.00' 47.00' 47.00' 41.00' 46.00Line Table 24.00' 71.00' N 86.00' N mM
�+O4, I
Roo C4 ,,� d o
So'28'58'W 95.00' o, i o N00'28'58"E o N a,
Line # Direction Length o O 0 w w w w w 0 15
I
Co
-It
N - �
L1 N61'10'56"W 12.34' S00'28'S8"W O 0 O 0 0 0 O`n � `n " - i° -O .11'
00
0in (o o 86.00 1 3
L2 Soo'28'58"W 24.00' p 0 0) c a) co ro, co V)
M o N N (n N
L3 S89'31'02"E 35.73' � i5.03
L11
BLOCK 392 13
101.50' 23 86_00' u) 46_00� _ 41.00 _ _ 47.00' __ _47.00' 1.00 42.08 65.88'L4 N00.0000'E 16.00' 5
I
- O
L5 N45'00'00"E 21.31' N00.15'19"E 612.60'
L6 N00'00'00"E 24.00'
L7 N90.00'00"W 41.48'
L8 N62'09'56"E 12.33'
L9 S44.31'02"E 16.68'
L10 I S45'28'58"W 16.68'
LA
L11 N74'26'54"W 14.85' �\�NP ST /VDsG
�5 ��G FR
u2 s89•31'02"E 20.21' O /-LEGEND 0
it 0
SUBDIVISION BOUNDARY 1 1 1 18
N O _
STREET CENTERLINE C��iL�TF OF
LOT LINE
oN W. N
OLOT NUMBER CLINTON W. HANSEN, PLS 11118
LAND SOLUTIONS
SET 1/2" x 24" IRON PIN 231 E. 5TH ST., STE A
WITH PLASTIC CAP, PLS 11118 MERIDIAN, ID 83642
SET 5/8" x 24" IRON PIN
WITH PLASTIC CAP, PLS 11118
FOUND 5/8" IRON PIN
QO WITH PLASTIC CAP PLS 11118
UNLESS NOTED OTHERWISE 40 0 20 40 80 NOTE: 6ailey Engineering, Inc.
SEE SHEET 1 OF 5 FOR
SCALE IN FEET NOTES CIVIL ENGINEERING I PLANNING I CADD
1"=40' SEE SHEET 3 OF 5 FOR 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EASEMENT DETAILS SHEET 2 OF 5 EAGLE, ID 83616 www.baileyengineers.com
PA W SUBDIVISION
ACHD ACHD
PERMANENT PERMANENT N. LINDER RD.
SLOPE SLOPE
EASEMENT EASEMENT
SEE NOTE 11 1 1 SEE NOTE 11
---------7 - ----------------J,
�-
I I
- J 8.50' I S00°00'00"E \
OI I 34.00' 16 \
10' SEE NOTE 1 W 18 7.04 110 ACHD
o � I PERMANENT
9 p O I I i 21 20 0 SLOPE
N I i O O 19 c' EASEMENT
U O I I I j M S00°15'04"W SEE NOTE 14 i SEE NOTE 10
U I I 217.54'
O 15� l Y
> I 1 22 (PRIVATE) N SQUALL LN
a O
Z
j 207.53' 17 Y
0 10' SEE I I rN44°3759"W N00°15'04EO 1 NOTE 1 -I-- J o o^� 33 23 35 ^o m
m O
- - - - - - � 24 rn I Nio
I Soo 28'58"W z 24 34 z
(n
LN N WAFTING N 0 25 33 0 a
• _ _ _ _ (PRIVATE) N PUFF LN 0
r7 z 29 o
s1.oo' N Z 26 32 Z^ N
I N N0023'21"E 3 l
(n I O ^ i
� I CREASON
38' 1 LATERAL
v a % I REALIGNMENT
I
I O � BLOCK 3 /
' —EASEMENT
1 �il o I 2 28 30 14 I SEE NOTE 13
Q I 36' S00115'19"W 22 j
>(n 1 21378'
Q'W
1 _ I oN j
Oa 22 M (PRIVATE) N TWISTER LN
I O A9 Nq I
10' SEE NOTE 1
N89' 31' 02"W 248.63' _
1 I 33.50' S00° 15' 19"W N00°15'19'E SEE NOTE 14 15 i NAMPA &
O 16.98' I MERIDIAN
I Y 7fl(�) oIRRIGATION
O 1 �10' SEE NOTE 1 O O O O O ,J is DISTRICT
I
m I O N89° 44' 41"W ice' rJ INGRESS EASEMENT EGRESS
10.00' BLOCK 3 10.00'-�
SEE NOTE 12
O -- -- -- -- — O — -- -- -- -- --T — -- -- -- -- -- -- — -- — 20.77 -�511— •
N00' 28' 58'E N00° 15' 19"E
20.00' 17.02'
N89° 31' 02"W
5.04'
\ONp,L LA/Vo
GISTFRF G,p�
LEGEND 0
ir
--- SUBDIVISION BOUNDARY a 1 1 1 18 0
- — — — — — — - EASEMENT LINE (SEE NOTE 1)
EASEMENT LINE (AS NOTED) %jib F OF �5
------------------- EXISTING EASEMENT LINE (AS NOTED) 0% W. NP
STREET CENTERLINE
CLINTON W. HANSEN, PLS 11118
LOT LINE LAND SOLUTIONS
O E. 5TH 2 LOT NUMBER MI T A
MERIDIAN, D 83642
r ACHD STORM DRAIN EASEMENT
L-----J SEE NOTE 2
• SET 1/2" x 24" IRON PIN
WITH PLASTIC CAP, PLS 11118 ■
(0 SET 5/8" x 24" IRON PIN I 0 20 40 $0 Jalley Engineering Inc.
WITH PLASTIC CAP, PLS 11118 NOTE:
SCALE IN FEET SEE SHEET 1 OF 5 FOR CIVIL ENGINEERING I PLANNING I CADD
1"=40' 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013
NOTES SHEET 3 OF 5 EAGLE, ID 83616 www.baileyengineers.com
PA W S UBDI VISION
CERTIFICATE OF OWNERS
ACKNOWLEDGMENT
Know all men by these presents: That Rama Group, LLC is the owners of the property described as follows: State of Idaho )
) s.s.
A parcel located in the SE 1/4 of the SE 1/ of Section 35, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, County of Ada )
and more particularly described as follows:
On this day of , 20 , before me, the undersigned, a Notary Public in and for said State, personally appeared
Commencing at a Brass Cap monument marking the southeast corner of said SE 1/4 of the SE 1/4, from which a 5/8 inch rebar Kevin F. Amar, known or Identified to me to be the manager of Rama Group LLC., an Idaho Limited Liability Company, who subscribed said
marking the southwest corner of the SE '/4 of said Section 35 bears N 89°14'45" W a distance of 2643.35 feet; Limited Liability Company's name to the foregoing instrument, and acknowledged to me that he executed the same in said Rama Group LLC's
name.
Thence along the southerly boundary of said SE 1/4 of the SE 1/4 N 89°14'45" W a distance of 390.00 feet to a point;
In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written.
Thence leaving said southerly boundary N 0°15'19" E a distance of 45.00 feet to a point on the northerly right-of-way of W. Ustick
Road and the POINT OF BEGINNING;
Thence continuing N 0°15'19" E along the easterly boundary and the extension thereof of Windsong Subdivision No. 2 as shown My commission expires Notary Public for Idaho
in Book 100 of Plats on Pages 13022 thru 13024, records of Ada County, Idaho, a distance of 612.60 feet to a 5/8 inch rebar Residing in , Idaho
marking the northeast corner of said Windsong Subdivision No. 2;
Thence leaving said easterly boundary S 89°31'02" E a distance of 344.93 feet to a point on the westerly right-of-way of N. Linder
Road; CERTIFICATE OF SURVEYOR
Thence along said westerly right-of-way the following described courses: I, Clinton W. Hansen , do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and that this
plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct
Thence S 0°15'04" W along a line being 45.00 feet westerly of and parallel to the easterly boundary of said SE '/4 of the SE supervision and accurately represents the points platted thereon, and is in conformity with the State of Idaho Code relating to
'/4 a distance of 291 .46 feet to a point; plats and surveys.
Np,L LA NO
Thence S 7°22'34" W a distance of 96.75 feet to a point; 5` 6\STE,Q ,
o -<
Thence S 0°15'04" W along a line being 57.00 feet westerly of and parallel to the easterly boundary of said SE '/4 of the SE a- 1 1 1 1 8
'/4 a distance of 191 .66 feet to a point; Clinton W. Hansen N� = P.L.S. No. 11118
�j 9TF OF
Thence S 45°30'09" W a distance of 49.28 feet to a point on the northerly right-of-way of W. Ustick Road; tiT0N W. NP-
Thence along said northerly right-of-way, being 45.00 feet northerly of and parallel to the southerly boundary of said SE 1/ of the
SE 1/4, N 89°14'45" W a distance of 297.99 feet to the POINT OF BEGINNING.
This parcel contains 4.77 acres and is subject to any easements existing or in use.
It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public,
the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the public. However, the
right to use said easements is hereby perpetually reserved for public utilities and such other uses as designated within this
plat, and no permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to
receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and the City of
Meridian has agreed in writing to serve all the lots in this subdivision.
Rama Group, LLC.
Kevin F. Amar. Manager
Valley Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 4 of 5 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com
FOXCROFT SUBDIVISION XO . I
HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by a Qualified I, the undersigned, Professional Land Surveyor in and for Ada County Idaho, hereby certify that I have checked this plat and that it complies with
Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE approval of the design plans and the State of Idaho Code relating to plats and surveys.
specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is
cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building
construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been
constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then
sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a Certificate of
Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. County Surveyor
Central Health Date
CERTIFICATE OF COUNTY TREASURER
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT I, the undersigned, County Treasurer in and for the County of Ada, State of Idaho, per the 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
The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on the day of for the next thirty (30) days only.
20
Date County Treasurer
ACHD President
APPROVAL OF CITY ENGINEER
I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat.
City Engineer Date COUNTY RECORDER'S CERTIFICATE
State of Idaho )
) s.s.
APPROVAL OF CITY COUNCIL County of Ada )
I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular meeting of the City Council I hereby certify that this instrument was filed for record at the request of at Minutes past
held on the day of 20 , this plat was duly accepted and approved. O'clock M. on this day of , 20 , in Book of plats at
Pages
Instrument No.
City Clerk, Meridian, Idaho Deputy Ex-Officio Recorder
oNp,L LA/VD S
s rFR� GA�
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11118
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Ozailey Engineering, Inc.
CIVIL ENGINEERING I PLANNING I CADD
SHEET 5 OF 5 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013
EAGLE, ID 83616 www.baileyengineers.com