HomeMy WebLinkAboutCC - OBOI87-02 FINAL PLAT SHEET 1 FINAL PLAT NOTES
1)ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING
CALDERA CANYON SUBDIVISION
REGULATION IN AFFECT AT THE TIME OF RE-SUBDIVISION.
LOT 7 BLOCK 31 OF QUENZER COMMONS SUBDIVISION NO. 10, BOOK 96, PAGE 11987 2) PER I.C. 31-3805(1b): THIS PLAT IS WITHIN THE NAMPA-MERIDIAN IRRIGATION
{ LYING IN THE SE1 4 OF THE NE1 4 OF SECTION 31, TOWNSHIP 4 NORTH, RANGE 1 EAST, DISTRICT, ALL LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO SETTLER'S IRRIGATION
/ DISTRICT ASSESSMENTS, AND WILL RECEIVE WATER FROM SAID DISTRICT.
BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO DEVELOPER/DISTRICT IS PROVIDING PRESSURE IRRIGATION TO ALL LOTS IN THIS
2020 SUBDIVISION.
30 15 0 30 60 CRESTWOOD
SUBDIVISION NO. 1 3) LOT 1, BLOCK 1 AND LOT(S) 1, 3, 10 AND 14 BLOCK 2 ARE COMMON LOTS
SCALE: 1" = 30' BOOK 28 PAGE 1757 AND CONTAINS A BLANKETED CROSS ACCESS, PUBLIC UTILITY, IRRIGATION AND
LS LS 7880 DRAINAGE EASEMENT AND SHALL BE OWNED AND MAINTAINED BY THE HOME OWNERS
7880 _ _ _ _ _ _ _ S89'46'2_0"E_ 338.79' 8' 14 NE COR, LOT 7, BLOCK 31 ASSOCIATION.
0 7 9 65.0�— 170.0� �47.00' 81.80' 4) BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THE SUBDIVISION SHALL BE IN
O COMPLIANCE WITH TITLE 11, CITY OF MERIDIAN UNIFIED DEVELOPMENT CODE.
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0 10' I— — --110, 5) UNLESS OTHERWISE DESIGNATED, ALL INTERIOR RESIDENTIAL BUILDING LOTS HAVE A
I_ ( 1 FIVE (5) FOOT WIDE PERMANENT EASEMENT FOR PUBLIC UTILITIES, PROPERTY DRAINAGE
N 1 Ico: I 1 : I I ;M I I M AND IRRIGATION EASEMENT.
LO I I I'`I I I I ^ I , I 1 23.50 23.50 1 Csi l 1 N
Iw: I ( : W I G� I Ld LO LO 1 6) MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS
O (0I O 0 N 1 1 THE RESPONSIBILITY OF THE LOT OWNER, UNLESS SUCH RESPONSIBILITY IS ASSUMED BY
O I 11 col I 12 1 l 0 1 13 O I o f-� 1 I I I AN IRRIGATION/DRAINAGE ENTITY.
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I M I I M 1 1 L— — — » —— — - 7) DIRECT LOT ACCESS TO E. LEIGH FIELD DRIVE IS PROHIBITED, EXCEPT FOR LOT 2,
LS S89°44'33"E L - - - - - � �- . .. 5-89'4620 -•E 81,.48 _40 BLOCK 2.
7880 40.00 34.40' 1 IZI I I { Z I '{ z r SEE NOTE I I— - — —I (8) EXISTING ADA COUNTY HIGHWAY DISTRICT 9' WIDE SIDEWALK EASEMENT RECORDED
o LS 7880 L - J L J 1 -- - - - (10) I 1 AS INSTRUMENT NO. 106083039.
0 70.00' 1O I 1 0 I I O I (9) LOTS 10 AND 13 BLOCK 2 IS ENCUMBERED BY AN ACHD TEMPORARY EMERGENCY
- - - 41.00 65.00 � .. - ... _ . .. _.�_..
FF- — — ���`''" —"" — "' — ' '' —' ' —''. —''' — •- • • I O 1 O I 1 TURNAROUND EASEMENT. SAID TEMPORARY EASEMENT VANISHES AND THE LOT WILL BE
110 L1 I 1M10 S 8946'20" E 106.00' I I I 1 DEEMED BUILDABLE ONCE N. HERITAGE VIEW AVE. HAS BEEN EXTENDED.
1 I I N 10 1 1 (10) LOTS 13 AND 14, BLOCK 20 ARE SERVIENT TO AND CONTAIN THE ACHD STORM
S_89'46'20" E 96.00' I I 1 WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST
48.00' 48.00' 0�►n 80.00' L_ _ _ __ __ __ _ _1 AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON
r n —.-- —--- —-•-—•••—• —--•, " NOVEMBER 10 2015 AS INSTRUMENT NO. 2015-103256 OFFICIAL RECORDS OF ADA
_ - - - - _ -- - 10 S, 894620„ E 81.17„- .
1 (- —— — — — � r- —— — — — ,0 '� 'n p I r ''— -� COUNTY, AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL
1 I I I (THE "MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE
1 I I l l ; a 1 1 Q I SYSTEM ARE DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE
1 �I Iol fool l 1 I w I I 01 U 1 1 I MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER
of 1 1 1 _ O `n: 0 :0 I 10 DRAINAGE SYSTEM.
1 Uj �I I OD I I '� I l �I
0 0 1 O 1 (11) LOT 14, BLOCK 2, HAVING DIMENSIONS OF 15' X 8' IS A COMMON LOT SOLELY
rn I _ 1 Iw1 9 1``'I 1 g I !o I I m l :� I I �Nn DEDICATED TO THE PRESSURIZED IRRIGATION PUMP STATION AND SHALL BE OWNED AND
�I :p1 O I : I O 10 1 BLOCK 2 1 I _ o ;r, N I 1 BLOCK 1 I T MAINTAINED BY THE HOME OWNERS ASSOCIATION.
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1 . . o (12) ACCESS VIA SHARED DRIVEWAY LOT 10 WILL BE RESTRICTED TO LOTS 8, 9, 11 AND
_- , o- — — — •• —.-. — ..,. C� N N L J N z � 12, AND ONE ADDITIONAL LOT THAT MAY RESULT FROM FUTURE DEVELOPMENT OF LOT
1 01 o I 100 I 11 � N 89'46 20 W 80.00 N M o I -•- - --- --- 1 LO
l o z1 I— - - - —I o m M to 6- ...S 89 46-20 E.$0.85 �?. . -.. . z r 2 BLOCK 2.
to*
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I 1 I I I I IM I I I W n; I� I I-- - - - - - -- - - � 5Uj
0 00
0 1 1 L -- - - --� _ I- - - -- - -� 0 1 I o : _ w : I I m � LEGEND
m 1 48.00' 4s.00' 0 1 l O I I a 0 l o I 1 0 _`� N
I
o I �-- - - �► - • -• .• -••• --* I I LO : i� o I O 1 01 , o `" - - Subdivision Boundary Line
Q0 1 o N 89'46'20" W 96.00' o _ I I I '� w o r I N N • o 0
z N I of 1 1 o > o o `n 1 `nlo 3m _... _... _... -•---. .._ New Lot Line
L- - - - - - - - - - - - - - - o.
o I I 1N' L __•_,_ ,�__ �_j I Z W I Z I I 1 � — Section Line
cv I I I ,�... _S 894620 E ..80.00 - ...$ L_ - -,-,- " - --- J
m in I 1 - - - - I �-... _S,89 46 20„ E 80.53 - „- - - Centerline
_ - - - -- - - -- - - PUID Easement Line
O I 1 0 l 1 r- - - - - - - - - - �
Cn
o z I 1 1 1 1 0 z I I I — — Existinig PUID Easement Line
M 1 :n I 5 1 'o' I "0 1 I 01
0 1 I M I ( O 1 ,' 1 I N 1 O 1 N Temporary Emergency Turnaround Easement
z1 I N 1 1 -------------- Sidewalk Easement
L- _ -- - - - _ _ I 1 61, Found Aluminum Cap (As Noted)
CY
S 89'46'20"„E 80.00 -,,, 1 I L- - -- - - - -- - J
1 d 1 - - - -. - ;n 1 ,�... S„89'46'20",.E -80_23' 0 Found 5/8" Iron Pin (As Noted)
I I o I I i I I - -- - ---- - - -� I 0 Found 1/2" Iron Pin (As Noted)
1 I = 1 I 001 I I - Survey Control Point, (As Noted)
1 I 1 1 Ci l I 9 Set 1/2 Inch Iron Pin PLS 13446
EXISTING 20' WIDE I 1 I ( 1dCS
PUID EASEMENT(2) 1 i I 23.50' 23.50' II 2 ie1 0 Set 5/8 Inch Iron Pin PLS 13446
10' 1 1 ! 10' 1 _ _ J`LA' �`S `� l 10' I O Lot Number
I 1 1 _�- - - -- - -� h• `- -- - - - _ _-�
L. .. _. .. -. .. _. .._... _... _. .. _... - . . . ..Lo S 89'46'2Ow E 68.46' �/ !�, �' �"� S 89'46'20"• E .. 68.23'Lo L
T- -T �9 . • - - -
� � EAST 1/4 0
O 0 O --- �� '`14i�1 1 AS S3`34•0 O 0 CORNER
_ C1 N------ ------ "J/-�� ��4�------ ------ .929� ��.------- -- N 89'46'20" W SECTION 31
_ T 102.10 - �,. - _ - - °' 77.25' - _�. _ - 58.25' 58.32' _ k y� 44.96'-°' 658.88' ,� CP&F INST. a 1344 M
NO CAP LS 7880 NO.
E. LEIGH FIELD DR. 102026185 4
N89'46'20"W 378.88' SEE NOTE SE COR, LOT 7, BLOCK 31 s�'gNP SU```JA
QUENZER COMMONS 1 (8)
SUBDIVISION NO. 9
BOOK 93 PAGE 11261 REFERENCES: ( w C DAV I D E VA N S
NARRATIVE: z w o Q ANDASSOCIATES mc.
THIS SUBDIVISION PLAT WAS MADE AT THE REQUEST OF VANESSA MAE Parcel Line Table Curve Table a U-,d. TM
9179 W. Black Eagle Dr.
KLAUS AND RANDY T. SOHN AND THE PURPOSE OF THIS SUBDIVISION IS m Mlo Q Boise Idaho
TO CREATE A CONFIGURATION OF THE LOTS SHOWN HEREON. REVIEW THE Line # Length Direction Curve # Length Radius Delta Chord Direction Chord Length U. ? n Phone: 208-585-5858
SUBDIVISION NOTES FOR MORE CLARITY AND EXPLANATION. O o N o
L1 45.70 S89 46 20"E C1 110.73 306.75 20'40 57 S78'58 27"W 110.13
BASIS OF BEARING: Q z z
L2 57.24' NOO'13'40"E C2 90.04' 48.00' 107'28'22" N36'29'30"E 77.41' m
THIS BASIS OF BEARING FOR THIS PROJECT IS N00'31'35"E, SE CORNER
2659.04' FEET BETWEEN THE FOUND BRASS CAP MARKING SECTION 31
THE SE CORNER OF SECTION 31, T. 4 N., R. 1 E., B.M. AND (1) Deed of Trust, Inst. No. 108065088 CP&F INST. NO.
THE FOUND ALUMINUM CAP MARKING THE EAST 1/4 CORNER (2) Quenzer Commons Subdivision No. 10, Book 96 Page 11987 98117243 SHEET 1 OF 3
OF SAID SECTION 31. OBOI-87-02 FINAL PLAT.DWG