HomeMy WebLinkAboutPAW 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 NOTES:
SURVEYOR'S NARRATIVE 2025 1. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES AND PROPERTY DRAINAGE EASEMENT IS HEREBY
THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO DESIGNATED ALONG ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY.
CONTROLLING SECTION CORNER MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARY OF 2. ALL OF LOT 1, BLOCK 2 AND A PORTIONS LOT 21, BLOCK 3, ARE SERVIENT TO AND CONTAIN THE ACHD
WINDSONG SUBDIVISION NO. 2, INFORMATION FROM RECORD OF SURVEY INSTRUMENT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN MASTER PERPETUAL
NUMBERS 26306, 8705, 12286 AND CURRENT DEEDS OF RECORD. THE SURVEYED 1/4 STORM WATER DRAINAGE EASEMENT RECORDED ON MAY 8, 2009 AS INSTRUMENT NO. 109053259 AND
MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE CP&F. NO. FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,
ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. 35 36 2019-092669 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
EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION
40-2302 IDAHO CODE. THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE
�i STORM WATER DRAINAGE SYSTEM.
N89'24'56"W 061 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY APPROVED
UNPLATTED 45.00' SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN.
4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES:
PLS 4431 S89'31'02"E 344.93' -v / - "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME
o -- -- - - -- -- - o A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING
BLOCK 1 O �`' PLS 58211 NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN
5 Q BLOCK 2 O8 I THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS
I CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM
N ' THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR
OO O O 0 O 2 3 4 5 6 OI I EXPANSION THEREOF.
z O OO O O i 5. MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY
I i OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE DISTRICT.
0 IRRIGATION WATER HAS BEEN PROVIDED BY NAMPA & MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH
2 IDAHO CODE SECTION 31-3805(1)(B).
J ,
Z 6. LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED
I ' FOR ASSESSMENTS FROM NAMPA & MERIDIAN IRRIGATION DISTRICT.
W. CROSSWIND ST. I N i 7. DIRECT LOT ACCESS TO N. LINDER RD. AND W. USTICK RD. IS PROHIBITED.
i 3 8. THE BOTTOM ELEVATION OF ALL STRUCTURAL FOOTINGS SHALL BE SET A MINIMUM OF 12-INCHES ABOVE
Z a THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION.
J BLOCK 3 0 9. LOTS 1 AND 5, BLOCK 1, LOTS 7, 8 AND 9, BLOCK 2, LOTS 7, 14, 15, 16, 18, & 29, BLOCK 3 ARE
i .�.Y L i COMMON LOTS WHICH SHALL BE OWNED AND MAINTAINED BY THE PAW HOMEOWNER'S ASSOCIATION. ALL
U) 1 o i COMMON LOTS ARE SUBJECT TO A BLANKET PUBLIC UTILITY EASEMENT AND IRRIGATION EASEMENT.
6O O5 O4 O3 O2 O1 z ' N I 10. LOTS 15 AND 16, BLOCK 3 CONTAINS A ACHD PERMANENT SLOPE EASEMENT - SEE INST. NO.
108033286
o ' a jr 11. LOTS 7, 8 AND 9, BLOCK 2, AND LOT 16, BLOCK 3 CONTAINS A ACHD PERMANENT SLOPE EASEMENT -
I SEE INST. NO. 2018-071332
N
(5N Z ( 0 12. LOT 15, BLOCK 3 CONTAINS NAMPA & MERIDIAN INGRESS/EGRESS EASEMENT - SEE INST. NO.
z cv 7 (PRIVATE) W HOMESTAKE LN i 103201123
O 0 13. LOTS 15, BLOCK 3 CONTAINS A CREASON LATERAL REALIGNMENT EASEMENT - SEE INST. NO. 109001809
M "ioo oz 14. THIS DEVELOPMENT IS SUBJECT TO AN EXISTING SANITARY SEWER AND WATER EASEMENT TO THE CITY
PLS OF MERIDIAN AS SHOWN IN INSTRUMENT N0. ------------ RECORDS OF ADA COUNTY.
oQ co G 0 5291 it I r- 15. A PRIVATE ROAD INGRESS-EGRESS AND EMERGENCY ACCESS EASEMENT IS HEREBY DESIGNATED ACROSS
a r.� LOT 5, BLOCK 1, LOT 8, BLOCK 2, AND LOT 22, BLOCK 3.
0 0 - w 28 27 26 25 24 23 22 ^ 0 ' (D 16. THE MAINTENANCE AND OPERATION OF THE PRIVATE ROAD INGRESS-EGRESS AND EMERGENCY ACCESS
z o rn I co z N EASEMENT SHALL BE THE RESPONSIBILITY OF OR ITS ASSIGNS.
Y r I z z 1 °' 17. THIS DEVELOPMENT IS SUBJECT TO AN ACHD LICENSE AGREEMENT - AS RECORDED IN INSTRUMENT NO.
00 00 O } 13 Z RECORDS OF ADA COUNTY.
Y 18. THE DEVELOPMENT IS SUBJECT TO THE TERMS OF AN EXISTING CITY OF MERIDIAN DEVELOPMENT
m Z i N N toi AGREEMENT - AS RECORDED IN INSTRUMENT N0. ____-______
19. CITY OF MERIDIAN SIDEWALK EASEMENT - INST. N0. __ __________
O
I 10 29 ' a to 20. PORTIONS OF LOTS 13-16, BLOCK 3 CONTAIN A CREASON LATERAL EASEMENT AS SHOWN &
O BLOCK 3 0 0 DIMENSIONED.
r� PLS i 21. A TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITIES EASEMENT IS HEREBY DESIGNATED ALONG THE
U 19 5291 i FRONTAGE OF ALL BUILDABLE LOT LINES OR AS SHOWN ON THIS PLAT.
22. LOT 5 BLOCK 1, LOT 8 BLOCK 2, AND LOT 22 BLOCK 3 ARE SUBJECT TO A BLANKET PERMANENT
i 11 a a I PUBLIC UTILITIES, AND PROPERTY DRAINAGE EASEMENT.
30 31 32 33 34 35 23. A PRIVATE ROAD INGRESS-EGRESS AND EMERGENCY ACCESS EASEMENT IS HEREBY DESIGNATED ACROSS
co
Ia i cp LOT 5 BLOCK 1, LOT 8 BLOCK 2, AND LOT 22 BLOCK 3.
i 12 I 0) �
i3
(PRIVATE) W SANTIAGO LN 0
O13 22 I r LEGEND
O I Np,L LA NO
cn —-- --— 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 0
BLOCK 3 PLS SURVEY TIE LINE 0 Nq P 2
POINT i 15 16 °y> 5291 NUM l�,y TF OF
OF BEGINNING �,p , 6 LOT NUMBER TON ,
lo
..,gyp v O W NP
—— —— —— —— —— —— cv FOUND BRASS CAP CLINTON W. HANSEN PLS 11118
5� I MONUMENT ,
N00'15'19"E N89'14'45"W 297.99' T � � LAND SOLUTIONS
45.00'�` ;�, PLS I ?w FOUND ALUMINUM CAP 231 E. 5TH ST., STE A
CP&F. NO. 35 2253.35' W. USTICK RD. 5291 MONUMENT
1/4 0 - - - —�- - _ - - - 390.00' l— T.M. 35 36 FOUND 5/8" IRON PIN MERIDIAN, ID 83642
106043560 2 - - - - - - - - - - - - - CP&F. NO. p WITH PLASTIC CAP PLS 11118
T.M. 2 1 109109699 UNLESS NOTED OTHERWISE
2643.35'
N89'14'45"W OO SET 5/8" xPLASTIC " IRON 11118 1 60 0 30 60 120
BASIS OF BEARING WITH
CALCULATED POINT, NOTHING SCALE IN FEET Joalley Engineering, Inc.
� FOUND OR SET
1"=60' 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"
C2 15.00' 8.44' 8.33' N15.3757'W 32.13'51' O __ __ -_ S0 15'04"W 291.4- --
-- --
' 95.65' 29.35' 29.36' 137.10' ��S07=¢"w 96.75'
C3 15.00' 10.89' 10.65' N68'43'11"W 41'35'42" 00 L8 L1 - -_ S00'15'04"W 191.66' S�
��-- -- -- -- -- -- -- O s•
LO
C4 15.00' 4.21' 4.19' N07.46'33"W 16'03'43" 1`� O No715'04"E 101.50' 1412' 23.5' 23.5' 14.16' 141.50 O
C5 15.00' 23.50' 21.17' N44'37'51"W 89'46'20" 24.00' 71.00' N00'15'04"E N�22', "E 96.75' ♦9
6.50' o O '"� 10.66' 29' 4,8 S0'15'04"W 172.14' 16 � A
C6 2.00' 3.14' 2.83' S45'00'00"W 90'00'00" O Sri LO 80' 9
8 N N 93.58' � L6 78.56'
C7 124.99' 2.03' 2.03' N73.36'20"W 0.55'52" I 71.00 w 0 13.75' 1q3'
0o Noo'28'58"E o 10 w 64.C8 124.99' 71.76' 70.77' N56'41'39"W 32'53'31" y J`� O5 0 I `n c° _0 N 71 00 N KS � M N00'00C9 124.99' 73.79' 72.72' N57'09'35"W 33'49'23" 1 ' 21 rn r- 20 � C3 19 Ln J .
LO Cn � o N00'28'58"E b ao rn
C10 15.00' 12.70' 12.32' S65'45'06"E 48'29'48" W 0 O4 o w N 0
� U � 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
C12 15.00' 23.63' 21.26' N44'52'28"W 90'15'04" 1 N^ N 0 3) 0 rn O 27.55' 37.00' 132.01' C11 ti I Y
o o N 71.00' NCf) m NO'15'04"E 196.56' 0
C13 39.00' 61.10' 55.04' N44'37'59"W 89'46'04" I ` o o FU-
25 0 29 oO33
_o
^?Q3Q
oo
N 17
mJ
0
"�'IIII
N0 oNoo'28'58"E (PRIVATE) N MORNING SKY LN 0 0 f
N o 40 j15.00' 23.56' 21.21' S44.31'02"E 90'00'00" OC14CL 2 N S00'15'04"W '071.00' pwo NNN 196.80' � p 0)C15 15.00' 23.56' 21.21' N45'28'58"E 90'00'00" NO'28'58"E 74.32' NO'00'00"E 74.19' o N z
Y N002858E UC17 Ln
o c9 It
C16 15.00' 14.75' 14.16' N61'21'18"W 56'19'26" U 20 o O
O C16 C20 zo ,
CD J ' N 12.52' NC17 15.00' 8.76' 8.63' N16.28'16"W 33'26'39" 6.50' 23.5' w23.5'. 12 81.00' -41 81.00, z
N N00'26'19"E N00'00'00"E
46'05" o
C18 15.00' 23.50' 21.17' N44'37'59"W 89' . p4 CN 24 0 0 C1 a 0 0 34
Ld SO28'58'W 89.70' ro 0' 81.00' N N N �
C19 15.00 8.60' 8.48 N16.40 07„E 32'50,07' 0 63.0 .
M O41
� Y N00'26' 9"E N00'00'00"E N : 00'28'5 -0C20 15.00' 14.90' 14.29' N61'32'35"E 56'54'49" 00,
OV 04 -C14 3: 0 or� CD O3 rn N ' 0 7 0N WAFTING LN �PRIVAT5 N o a 7,1O' v N 0 N_ `00 MORNING SKY LN o � -_ - - - - ~ . .00,
C21 15.00' 23.50' 21.17' S45.07'32"W 89'44'56" 0) t NO'28'58"E 125.00' N00'26'19"E ` 6 3:� 63.00 CO, C6nLO 0) rb4.83'
C22 15.00' 14.72' 14.13' S61'53'36"E 56*12'49" z ON NOO.28'58"E p 0 0 O O u7
N 0 0 00'00'00"EN z rl;7�C2 0 o o
SO 8'S8 W 89.70' Z N N O C14
. 81.00 zC23 15.00' 8.91' 8.78' S16'45'56"E 34'02'30" 24.00' S9.21' 3 i� O O i 27 31 L4E oN000000E iD
G
p o
C24 15.00 23.63 21.26 N44'52'21 W 90.1519 /0 r 0 o
I arnD6.50 o N 0) 0 o N
N2.50 81.00 Nz z 81.00 N
15.00' 8.72' 8.60' S16'S5'04"W 33'19'31 BLOCK 3C25 ' .
w z
3 o N00'28'58"E o N00'26'19"E N00'00'00"E o _ I
C26 15.00' 14.90' 14.29' S62'01'54"W 56'54'09" I if�� 71.00' N O o a C26 28 Ui 0 30 C22 0 0 14
O 23.5' 23.5' 0 0 - .�
Q�i� 0 O'28'58"E N 86.00' N (0 C25 N N C23 22 0 LO
C27 15.00' 23.62' 21.26' N45'22'09"E 90*13'40" I ;%� o r I
>(no 0 0 . o C'r, NO'28'58"E 74.19' 197 68' NO'00'00"E 74.34` Ix rn
rn_N� 0 3 _ o NOO'28'58"E o N `l, z w
za W:'3 N 71.00' N °' 0 O3 0 N00'15'19"E �'
"Q0 Noo•28'58"E '2 N ss.00' N (01
o00 22 (PRIVATE) N TWISTER LN 8.78'
O o o N00'28'58"E
Li LO N o 4 00 _� No'15'19"E 255.07'co
Line Table 41,_24.00' 71.00' N 86.00' N C4 � GO
N N o 0 0 `•`� 34.74' 41.00' 46.08' 46.08' 41.00' 54.94'
j S0128'58"W 95.00' i o N00'28'58"E o N C3 fcooPq;
Line # Direction Length ou
o w w w w S00'28'S8"W N � o o o oL1 N61'10'56"W 12.34' YO8i° `n10 � 0 `° `�L2 SOO'28'58"W 24.00' 1 p i86.00 0 !w o
_ a, cD (n
M O (n cn cn to (n
L3 S89'31'02"E 35.73' m 0 O L2 L11
BLOCK 3
rn 13.11'
101.50' 23.50' 23.50' -- 86_00' 9.92 7 N_ 45.92'- - 41.00' _ 46.08' _ 46.08' - 41.00'- _- 51.03__ - 65.88' --
L4 No0.00'00"E 16.00' O __ __ __ __ _ O _ __
L5 N45'00'00"E 21.31' 28.00'
N00.15'19' E 612.60'
L6 No0'00'00"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 S45'28'58"W 16.68'
L11 N74'26'54"W 14.85' \13 pL
L O
/VD
u �5 � FR
2 sss•31'o2"E 20.21' �G LEGEND 0
it 0
SUBDIVISION BOUNDARY 1 1 1 18 X
N O _
STREET CENTERLINE C��iL�TF 0 F
LOT LINE
oN
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. S89'44'S6'E
SLOPE SLOPE N0o°13'36"E 7.98
EASEMENT EASEMENT 36.03' N00'15'04 E
SEE NOTE 11 SEE NOTE 11 S89°46 24'E 31.63'
5.03'
O • _ 58 N89°44'56"W
--TT -- p 1000
f
----- ------------------ - -
I , O , � � /I
v
I
36.02' 500 00 00 E `
O8'50 I S894624'E
N00°13'36"Ec0_ s
40.00 25.04' '
18 16
I Soo°15'04"W 41
10' SEE NOTE 1 N00°15 04E 162.02'
7.04'—
I
ACHD
10 31.63' ' N90°OBOE
PERMAN
ENT
^ N SLOPE2 00°15'04"W EASEMENT
(n 9.00' 7'— SEE NOTE 21 SEE NOTE 1 0
V ` S00°15'04"W S8944S6'E O
22.55' 7.00' SEE NOTE 14
3 I
U I Y S44 T 'E 59 j 0
Q I I I U 39.43' 1Of
I I I m SEE NOTE 21 N90'00'00" i F
S893 5.79' 22 (PRIVATE) N MORNING SKY L� ? 149.00' I I Z)
(L O I I i 45.79' SEE NOTE 21 O w f 32.8 130' 10"W
N I I
0 17 x li 3
I U 1 0' SEE I I N44°3759"W } Z UO 'l
1 NOTE 1 _I J S0028'S8"Iy N 7.33' 23 No0'15'04"E i� 35 Z w J
-j O JJ 10, Q cn m
m I 24' 81.00'o � 207.53' (n i MERIDIAN SIDEWALK EASEMENT
_ o ISEE NOTE 19.
z 3 N63' 47' 20"W ,
I
J N 24 34 .. 20.ss'
W
N00 00'00"E
T— SEE Y Q 8.73' I
_ N WAFTING LN (PRIVATE N 25 33 N90'00'00'E
Ln• - - - - in MORNING SKYLN M N (L
29 129.13' N v
Z O N8931'02"W 26 32 NI
= 123.95' o i
I
I 40
cn I O 3 w S89'49'12"W
— — — — — — — 0 f10' 27 31 cwn 96.05' y CREASON LATERAL
REALIGNMENT
O I W I 3 BLOCK 3 411 EASEMENT
5 N002321"E 10'y i i SEE NOTE 13
81.00' S00°15'19"W OfI 2 0-.. 28 36 213.78'
(n 1 30 14
I > I ' t 2 O I�Z i I I
a_W91.1 E�� SEE NOTE 21 I �
vV I S89°44 41 E it
OaSEEI (PRIVATE) N TWISTER LN 9.00, —10� NOTE 20
I O I O ,o SEE NOTE 21
I
I 10' SEE NOTE 1 I �
i
I I OSEE NOTE 14 N34' 11' 01"W 1 cj i i t
—10' No0'15'1 'E� 10.60' i NAMPA & MERIDIAN
I Y $ 9 10 11 12 44. 0' 13 �o IRRIGATION DISTRICT
O 1 �10' SEE NOTE 1 O O O O O O iol INGRESS EGRESS
J O I N00°15'19'E N89'44'41"W N00'15"19'E --� iol EASEMENT
m I O 17'19"E0.81' 9.00' NOO*1 N39' 09' 49"W i J O SEE NOTE 12
I 00 BLOCK 3 25.05'� ;
7 �28.36' 20.77' i/ 45.01' y
N29' 48' 33"W
52.31'
\oNp,L LA/Vo
LEGEND �S��GISTF�� G,p�
-- --- SUBDIVISION BOUNDARY O
EASEMENT LINE (SEE NOTE 1) a. 11118 0
EASEMENT LINE (AS NOTED)
------------------- EXISTING EASEMENT LINE (AS NOTED) LjOF
�N W
EXISTING EASEMENT LINE (AS NOTED)
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------ 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 80 Jalley Engineering Inc.
111111111111111111111
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` G�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 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
PA W SUBDIVISION
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
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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