SOUTHERN SPRINGS SUB No 3 RECORDED PLATSk S ss
13 ,a, E- OVERLAND ROAD FINAL PLAT OF
1SOUTHERN SPRINGS SUBDIVISION N0. 3
24 9 NW CORNER
SECTION 19 A PORTION OF US GOVERNMENT LOT 2 OF SECTION 19,
CP&F #102153014
T011NSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN,
CITY OF MERIDIAN, ADA COUNTY, IDAHO
SOUTHERN SPRINGS SUBDIVISION NO. 2 2006
lI !2 0
PLS 3624 N89'43'37"E _ c_5_ s _ _ 542.96'
PLS 26Et
I o L7 �[ZQ_- -- - -_-_ 248.41' / �� 113.49' 181.06' �[B [9
UNOSCARE I STORM -
O I ch / C2 OR*1VA E EASEMENr
Q'4 I .S5' LANDSrAFk-AND / SEE N07E 10 hl
I STORM DRAINAGE 110' PRESSURE /RR/C
1 _ _ 17.50'
EASEMENT
z I I S 7E f0 +W ' h� •N 20 0�O -c NOTF 15
Qi 1 10' PRESSURE /RR/G4nON •�1' �5 h• SEWER &
4-4 coA z 1 SEEE NOS EMENT I� / ry =N y �! / EASEMENT ACHD STORM ORA/N EASEMENT _ 1 30 �' 1 C
Z5' PueL/c unL/nEs SEE NorE /3 '�(ti l /0 ry F- = I Q �o
,y 6' SEE M1bIF f3 SEE NOTE 4
w WC12W-iSEE NOTE 3 ! c7 .1h ti 0� v; w
W v1 h1 17 / FAS,�C�ry p0�p 16 w J9
C I WI nl I 23' Pufiuc ununEs r try h BLOCK > v� o I �I 13 rccw,
1fj i 1 s 2 SEE Np EE r !'off o* y o � I I l U) m a
Z N 1 $ ° c s 4 I PR varE ACCESS, o 9 2 N l z v
g� ° "1 SEWRE45&EWATER z �, �} W` "� 1 29.50' 1 I f0 z `D
S70E
W z 1 1 I �' CY , 0 SEE NOIE 11 and 13 TWEE E WATER g V O z O
SEE NOTE 13 2 'r'I r I N O
ND WALK EASEMENT >4' 79' SEWER B WA7ER
ACh I
RECORDED UNDER 1 EASEMENT $ 1
R h 105/30086 f238' SEE NOTE IJ 749.55' n 1 10, PUBLIC UnL/nE3
- '� EASEMENT
-- --- - - - - - - ------ -------1- b a----------------�-- -
.i 10222.88N 140.62-- _1 79.54'
!901773'4..
..........
14
/ o soot L73 543.04'
P.O.B. S89'43'04"WCi
Tur1READnBLe - - - - - - E. CALDERWOOD DRIVE
-------------------°.- - - - - - - - - - - - - -
°
�1 �1
o RUNNING BROOK ESTATES
BOOK 65, PAGES 6636-6638
g
z
24 19
W1/4 CORNER
SECTION 19
CP&F #9149706
I ullly (
1. Building setbacks and dimensional standards in this subdivision shall
be in compliance with the applicable zoning regulations of the City of
Meridian, Idaho.
2. Any re -subdivision of this plat shall comply with the applicable
regulations in effect at the time of re -subdivision.
3. Lots 17, 18 and 19, Block 1 are subject to a permanent public
utilities easement as shown. However, this easement shall not preclude the
construction of proper hard surfaced roadways for access to and from
each individual lot.
4. Lots 18 and 19; Block 1 shall have an ACHD Storm Drain Easement
as shown.
5. This subdivision is in Flood Zone X per FIRM mop number
16001CO234H dated February 19, 2003.
6. The owner of each lot, across which passes an irrigation/drainage
ditch or pipe, is responsible for the maintenance thereof, unless such
responsibility is assumed by an irrigation/drainage district.
7. The bottom elevation of structural footings shall be set a minimum of
12 inches above the highest established normal groundwater elevation.
8. Direct lot access to South Kuno Meridian Road and East Calderwood
Drive is strictly prohibited.
CURVE TABLE
NUMBER
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BRG
C1
40.10
112.50
20.25'25"
20.27
39.89
S09'55'47"W
C2
4.71
112.50
2'23'54'
2.36
4.71
N18'56'32'E
C3
11.64
131.50
5!04'1 9L
5.82
11.64
N1T36'21"E
C4
30.59
93.50
18'44'46"
15.43
30.46
S09'05'27"W
C5
2.74
93.50
1-40'40'
1.37
2.74
S79'18'10'W
C6
42.35
126.50
19.11'02"
21.38
42.16
S09'18'35W
C7
2.74
126.50
114'24"
1.37
2.74
S79'31'18'W
9. All lots within this subdivision shall have cross access as set forth in
the declaration of covenants, conditions and restrictions of the Southern
Springs Owners Association as recorded under instrument number
104116574 for use of this private access.
10. Lots 17 through 19, Block 1 are subject to a landscaping and storm
drainage easement as shown hereon to be maintained by the Southern
Springs Owners Association.
11. Lots 17 through 19, Block 1 are subject to an A.C.H.D. sidewalk
easement as recorded under instrument number 105130086.
12. Lots 17 and 18, Block 1 are subject to a private access easement
as shown to be maintained by the Southern Springs Owners Association.
Easement shall grant access to all lots, and access to all other Southern
Springs phases. There shall be no parking allowed within the private
access easement.
13. Lots 17 through 19; Block 1 are subject to a City of Meridian sewer
and water easement as shown.
14. Lots shall not be reduced in size without prior approval from the
appropriate Health Authority.
15. Lots 17 through 19; Block 1 sholl have a (10') pressurized irrigation
easement as shown.
16. A twenty three foot (23') public utilities easement is granted, being
the East 23.00 feet of Lot 17, Block 1.
17. Lot 17, Block 1 is subject to a (35') wide easement for the
construction and maintenance of a meandering sidewalk, storm drainage.
and landscaping maintenance by the Southern Springs Owners Association.
LINE TABLE
NUMBER
LENGTH
BEARING
1-1
25.01'
N89'21'55"E
L2
10.00'
S89'22'08" E
L3
21.00'
S69.51.31 "E
L4
&87'
N89'43'04"E
L5
12.31'
N89'40'16"E
L6
18.24'
N89'46'11"E
L7
21.03'
N69'51'3,"W
L8
I 17.51'
N89'13'39"E
L9
10.00'
S 8' 3"
LID
20.96'
S55' 1'31"E
L11
21,00'
N69'51'31"W
L12
16.10'
N89'43'G4"E
L13
5.50'
N89'43'04"E
L14
26.47'
N84'04'22"E
L15
17.05
N8C04'22"E
L16
8.32'
N00'36'05'E
L17
5,60'
N00'36'05'E
L18
7.40'
N00'36'05"E
L19
22.24'
SOC'16'56"E
L20
20.00'
N89'43'04"E
L21
22.24'
NOD' 16'56'W
LEGEND
-------
BOUNDARY LINE
LOT LINE
------
ROAD CENTERLINE
EXISTING LOT LINE
ROAD RIGHT-OF-WAY
- - - - -
- - - EASEMENT LINE AS SHOWN
...................................
TIE LINE
- . -
• - CROSS ACCESS EASEMENT
---------------
JOINT TRENCH EASEMENT LINE
- . -
. - SEWER & WATER EASEMENT LINE
-
- ACHD SIDEWALK EASEMENT
0
FOUND BRASS CAP
®
FOUND 5/8" REBAR
W/CAP MARKED PLS 3624
®
FOUND ALUMINUM CAP
®
SET 5/8"x30" REBAR
W/CAP MARKED K.N.S 11120
SET 1/2"x24" REBAR
W/CAP MARKED K.N.S 11120
❑ CALCULATED POINT
P.O.B. POINT OF BEGINNING
ANAL LANDS
GySv�p\sTf,p U,AL
11120 °
u,10 Mwk
�FL4rE OF
1pP S6a,
I'y N. 501
JO 0 15 JO T I
SCALE 1" = 30'
DRAWING NO. C046362_FP
SHEET 1 OF 3
PINNACLE
Engineers, Inc.
12552 W. Executive Dr., Suite 8, Balm Idaho 83713
(208) 887-7760
N89'43'37'_E L5
SEWER c�� &
WATER
EASEMENT
SEE NOTE 13
23 PPILIC SEEASEMENT UTILITIES
NOTE 16 v V
V
SIDEWALK EASEMENT 1 `% ' 19
L6 _ 542.96'
- - ----- -- -----
1 13.49'
C2
/ r�Q7
h 10
hh SEWER &
WATER
EASEMENT
SEE NOTE 13
Ocb7 18 w
0
LC,5
BLOCK 1 0 Lo
o
PRIVATE ACCESS,
SEWER & WATER
SEE
3
0 It
0
0
z
CORDED UNDER SEWER & WATER
EASEMENT
VSTRUMENT NO. i ( � ( 12.38' SEE NOTE 13 — — — — — — — — 249 56 =
105130086
04 N l
N 468.52'
—------- I o � — �— — -----------------
-
-------4—- —Z I�� o-----491.09' ------
-- L- --�- ----
-- -- -- ------ --
181.06'
SEWER & WATER
EASEMENT
SEE NOTE 13
7
SEE
ACHD STORM DRAIN EASE. MENT
SEE NOTE 4
G
19
��—,— '140.62' ��/--V�---.�' — 179.54'---
-L — 14. 0 19. 00 �� — — —FB9. — — — — -F-7. 73' �
—�-- -- --
04"W L 13 543.04'
N
E. CALDERWOOD DRIVE
RUNNING BROOK ESTATES
BOOK 65, PAGES 6636-6638
CURVE TABLE
NUMBER
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BRG
C1
40.10
112.50
20'25'25"
20.27
39.89
S09'55'47"W
C2
4.71
1 12.50
2'23'54"
2.36
4.71
N 18'56'32"E
C3
11.64
131.50
5'04' 18"
5.82
11.64
N 17'36'21 "E
LEGEND
CURVE TABLE
NUMBER
LENGTH
RADIUS
DELTA
TANGENT
CHORD
CHORD BRG
C1
40.10
112.50
20'25'25"
20.27
39.89
S09'55'47"W
C2
4.71
112.50
2'23'54"
2.36
4.71
N 18'56'32"E
C3
11.64
131.50
5'04' 18"
5.82
11.64
N 17*36'21 "E
C4
30.59
93.50
18'44'46"
15.43
30.46
S09'05'27"W
C5
2.74
93.50
1'40'40"
1.37
2.74
S19'18'10"W
C6
42.35
126.50
19.1 1 '02"
21.38
42.16
S09' 18'35"W
C7
2.74
126.50
1'14'24"
1.37
2.74
S19,31'18"W
s subdivision shall have cross access as set forth in
enants, conditions and restrictions of the Southern
tion as recorded under instrument number
this private access.
9, Block 1 are subject to a landscaping and storm
shown hereon to be maintained by the Southern
tion.
9, Block 1 are subject to an A.C.H.D. sidewalk
under instrument number 105130086.
Block 1 are subject to a private access easement
ained by the Southern Springs Owners Association.
access to all lots, and access to all other Southern
shall be no parking allowed within the private
9; Block 1 are subject to a City of Meridian sewer
s shown,
reduced in size without prior approval from the
19; Block 1 shall have a (10') pressurized irrigation
of (23') public utilities easement is granted, being
f Lot 17, Block 1.
is subject to a (35') wide easement for the
tenance of a meandering sidewalk, storm drainage,
enance by the Southern Springs Owners Association.
LINE TABLE
NUMBER
LENGTH
BEARING
L1
25.01'
N89'21'55"E
L2
10,00'
S89'22'08"E
L3
21.00'
S69'51'31 "E
L4
6.87'
N89'43'04"E
L5
12.31'
N89'40'16"E
L6
18.24'
N89'46'1 1 "E
L7
21.03'
N69151'31 "W
L8
17,51'
N89'13'39"E
L9
10.00'
S88'58'53"E
L10
20.96'
S69'51'31 "E
L1 1
21.00'
N69'51'31 "W
L12
16.10,
N89'43'04"E
L13
5.50'
N89'43'04"E
L14
26.47'
N84'04'22"E
L15
17.05'
N84'04'22"E
L16
8.32'
N00'36'05"E
L17
5.60'
N00'36'05"E
L18
7.40'
N00'36'05"E
L19
22.24'
SOO*16'56"E
HLL20
20.00'
N89'43'04"E
21
22.24'
N00' 16'56"W
LEGEND
--- ---
BOUNDARY LINE
LOT LINE
- - -
ROAD CENTERLINE
EXISTING LOT LINE
ROAD RIGHT-OF-WAY
- - - - - - - -
EASEMENT LINE AS SHOWN
...................................
TIE LINE
-
CROSS ACCESS EASEMENT
---------------
JOINT TRENCH EASEMENT I
-
SEWER & WATER EASEMEN
-
ACHD SIDEWALK EASEMENT
FOUND BRASS CAP
Q
FOUND 5/8" REBAR
W/CAP MARKED PLS 3624
®
FOUND ALUMINUM CAP
® SET 5/8"x3O" REBAR
W/CAP MARKED K.N.S 111
SET 1/2"x24" REBAR
W/CAP MARKED K.N.S 111
❑ CALCULATED POINT
P.O.B. POINT OF BEGINNING
61
0
FINAL PILAF FOR
SOUTHERN SPRINGS SUBDIVISION NO. 3
CERTIFICATE OF OWNERS
Know all men by these presents, that Southern Springs, LLC. an Idaho limited liability company
is the owner of the following described land;
A parcel of land located in a portion of U.S. Government Lot 2 of Section 19, Township 3
North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho and more particularly
described as follows;
Commencing of an aluminum cap monument marking the Southwest corner of the NW7/4 of
said Section 19, thence along the West line of said NW7/4 also being the centerline of S.
Kuna Meridian Road N00'37'52"E a distance of 1180.35 feet to a point from which a brass
cap monument marking the Northwest corner of said NW1/4 bears N00.37'52"E a distance of
1469.50 feet, thanes leaving said West line S89'43'04"E a distance of 60.01 feet to a 5/8"
rebar on the East right—of—way line of S. Kuna Meridian Road also being on the North
right—of—way line of E. Caldemood Drive also being the POINT OF BEGINNING;
Thence leaving said North right—of—way line and along said East right—of—way line N00'37'52'E
a distance of 144.58 feet to a 5/8' rebar on the North line of said U.S. Government Lot 2;
Thence leaving said East right—of—way line and along said North line N89'43'37"E a distance
of 542.96 feet to a 5/8" rebar on the West line of Running Brook Estates recorded in Book
65 of Plats, pages 6636-6638 records of Ada County, Idaho;
Thence leaving said North line and along said West line SOO.36'05'W a distance of 144.49 feet
to a 5/8" rebar on the North right—of—way line of East Colderwood Drive;
Thence leaving mid West line and along said North right—of—way line S89.43'04"W a distance
of 543.04 feet to the POINT OF BEGINNING;
Said parcel contains 1.80 acres, more or less, and is subject to all easements and
rights—cf—ways of record or implied.
That it is the intention of the undersigned to and they hereby include said land in this plat.
The easements and private road indicated on said plat are not dedicated to the public but the
right to use said easements and private rood are perpetually reserved for public utilities,
ingress/egress and for such other uses as designated hereon and no structure other than for
such utility purposes are to be erected within the limits of said easements. All of the lots in
this subdivision will receive water service from the City of Meridian which has agreed in writing
to serve all lots. Irrigation water has been provided from Nampa —Meridian Irrigation District, in
compliance with Idaho Code 31-3805(b). Lots within the subdivision will be entitled to irrigation
water rights, and will be obligated for assessments from Nampa —Meridian Irrigation District.
I witness whereof, I have set my hand this A-! day of alb year of
A7 W
SOUTHERN SPRINGS, L.L.C.
Rage Mich,(enerIMM mbar Barbara Mi6�I r. Member
I[awrence A. Ross, Member Lisa H. Ross, Member
CERTIFICATE OF ACKNOWLEDGMENT
STATE OF IDAHO)
COUNTY OF ADA)5.5
On this iL ,-, day of in the year of �rtlbl, before me, the
undersigned, a notary public in
in and of Idaho, personally appeared Lawrence A.
Ross and Lisa H. Ross, husband and wife, known or identified to me to be Members of the
limited liability company that executed the instrument or the persons who executed the
instrument on behalf of said limited liability company, and acknowledged to me that such
limited liability company executed the some.
+4 Notary Public Idaho
Residing at: 6
+pTARP' My commission expires on: bitlla616
ere-
oUllO,(. D
14 OF SOW!
STATE OF IDAHO)
COUNTY OF ADA) S.S
On this � day of in the year of Zpob , before me, the
undersigned, a notary public in and for a State of Idaho, personally appeared Roger Michener
and Barbara Michener, husband and wif , known or identified to me to be Members of the
limited liability company that executed the instrument or the persons who executed the
instrument on behalf of said limited liability company, and acknowledged to me that such
limited liability company executed the same.
�-
Notary Public Who
Y?'h WRI Residing at:
rl r My commission expires on: *wig
UU.,
OTARI•
Lu
4.`'g by S T E asGq<
O O
11120 '
eft- rf of 10 gb
r'y N. Solt
DRAWING NO. C046362_FP
SHEET 2 OF 3
PINNACLE
Engineers, Inc.
12552 W. Executive Dr., Suite B, Boise, Idaho 83713
(208) 887-7760
FINAL PLAT FOR
SOUTHERN SPRINGS SUBDIVISION NO. 3
CERTIFICATE OF SURVEYOR APPROVAL OF MERIDIAN CITY COUNCIL
I, Kevin N. Sorensen, do hereby state that I am a registered Professional Land Surveyor,
licensed by the state of Idaho, and that this plot as described in the certificate of owners was
drawn from on actual survey made on the ground by me or under my supervision and
accurately represents the points plotted thereon, and is in conformance with the State of Idaho
Code relating to plats and surveys.
6`a�pis T e �`SO
a4�y a i
Kevin N. Sorensen n 11 0 P.L.S. 11120
24 o et.
r
tE OF
r'y N. 50%
APPROVAL OF ADA COUNTY HIGHWAY DISTRICT
The foregoing plat was acceptea and ap roved b the Board of Ada County Highway District
Commissioners on this day of year of_.
i S, �••= ANa County Highway District Chairman
y•w vr'F�Vr
.'.IyAY p15�.••'
SANITARY RESTRICTIONS
Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been sousfied
according to the letter to be read on file with the County Recorder or his agent listing the
conditions of approval. Sanitary restrictions may be re —imposed, in accordance with Section
50-1326. Idaho Code, by the issuance of o certificate of disapproval.
.•'Q.�C� ^E'tCT
C lily �i��
e c : ADA
Q 000NTY >=
>s i District Health Department
Date // /. / e.f
APPROVAL OF MERIDIAN CITY ENGINEER
The foregoing plat was accepted nd approved by the City Engineer f Meridian, Ada county,
Idaho this �— day of �s.� e.+y year of
City Engineer
The fore oing g ,plot was accepted and approved this ? day of
0�'1 year of 24sesr by the City of Meridian, Ada County, Idaho.
City Clerk V'
CERTIFICATE OF ADA COUNTY SURVEYOR Wrwsv p.
I, the undersigned, County Surveyor for Ada County, Idaho, do hereby certify that I have
checked this plat and that it complies with the State of Idaho Code relating to plats and
surveys.
4-11
' _ t Ado County Su ry r MS 570
CERTIFICATE OF THE ADA COUNTY TREASURER
This is to certify that the undersigned, per the requirements of Idaho Code 50-1308, do
hereby certify that any and all current and/or delinquent county property taxes for the
property included in this plat have been paid in full. This certification is valid for the next
thirty (30) days only.
4Jry .,
ou
Dot l,niy as rer V
Date: �a-
- /
46Dh:vR
CERTIFICATE OF ADA COUNTY RECORDER
Instrument no. 10102SVId
STATE OF IDAHO) S.S.
COUNTY OF ADA)
I hereby certify that this ! JQ�was filed at th5, request of Southern Springs, L.L.C. at
3� rr nutes past _1L_ o'clock _ _.n.. this 1 t` day of �^__a a,--
o.d. ��, in my office and was duy recorded in book o plT ots at
pages 1l Sq5 through ,, Sg 7 .
11 Coo r.. 1 .. 6A.. Ad
Deputy Ex—Officio Recorder
Fee: I
DRAWING NO. C046362_FP
SHEET 3 OF 3
PINNACLE
Engineers, Inc.
12552 W. Executive Dr., Suite B, Base, Idaho 83713
(208) 887-7760