CC - Preliminary Plat w
2
MOVADO SUBDIVISION
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PRELIMINARY PLATCD B�DENBAUGH CANAL NORTH
MERIDIAN, IDAHO - 2017 N
W.OVERLAND BLVD.
LOCATED IN THE NE 1/4 OF THE N 1/2 OF THE SE 1/4 OF SECTION 21, _ -__ _
T.3N., RA E., B.M. MERIDIAN,ADA COUNTY, IDAHO //'_ - -
R JECT SITE a
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o B MOVADO SUBDIVISION
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20 21 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W.OVERLAND ROAD " O c� 0
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+ /- - - -- - -- -_ - - - 21 2 CIVILINNOVATIONS
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E.PINE BLUFF DRIVE I I e o
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----- ` h lV (2 ( /' �E.EASY JET DRIVE a
W.ARM GA DRIVE
BLOCKII----- BLOCK2'-
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\ PRELIMINARY PLAT NOTES
\ \ \ \\ \\ 9\ \\ \ 159 158 ,57IS 0C156 11552
_ _ I - fl 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY �� CX3 TE
T P26 R-15 I \ ts3CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT31 29 25 22 21 16 \ 17 14 13 10 1 1s2�I n �
BLOCK 14 11 8 si z 6 = o \ 151 _ I 1 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL
/j BLOCK II ` _ GROUNDWATER ELEVATION. V� ��0 62
I BLOCKI2- I 150
3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF I t� O
W.SILVERKING STREET -YD3�p(o�/7�
= 1 t3O 1 zee 'z7 2a 'z3 I 1 zoo\ 1s ts' 'ts 12. i1 I I 1z 7 6- 1 I I \ I 20 �1as, \ \ MERIDIAN AT THE TIME OF THE RE-SUBDIVISION.
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- —PHASE 4B V \ 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT �� OF
1
\�-- \�- - T\ \ I ta7 \ EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED. �I
,6i SIN P.`S
sr 15 14. 13 ,0 9 8• 5• \ 1 ; 17 \?a6 \\\ \ I 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF
\\ 3" 2 BLOCK 11 \ \� t45 \ \\ THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC
UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS ARE AS SHOWN.
z \ 15\ \ to 143 \\�/ \ CRAWFORD PLACE SUBDIVISION }
\ ¢ 6. IRRIGATION WATER WILL BE PROVIDED BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). Lu
t4 � tat/ �\ � LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM LL�\ z SETTLERS IRRIGATION DISTRICT. o = o
E.PEWTER FALLS STREET \\ r J \ J \ 1 PHASE 1 B 1 I 141/ \ \ F_ F
_ \ BLOCK 1 (Y 59 52' \ 16 zo_ 21 24 25 \ - BLOCK 15-\\ \- 13 140�� \�, \\ a W.PEPPERMINT DRIVE 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER Lu J
UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. c~> a m
\ y \ \\ 4 \\ 60 51 \ \ \---� ,11 `, 9/ \ O I z w
/y+ \\ I BLOCK 1 \ 137/ \\\ ' yF \\ `" 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, o o z
z y \ 19 22 2S 26 27 28 ` , \ 10 \ 'j' o
3 2 \\ o� ! s1 .50 \ _ \\/ w \\ F i3s� \` �qp \\ AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED z a
¢ - ! ° -- L -- zs s`\ �fp t35�\\` �y \\ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE z >
\ a W PHASE 3B / \ W
U 3 \ l+ 6z a9 - - - \ / a p 13a•\ ,f, ` (1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS x z z
¢ s a 133 00p,` ` /\\\ '�! SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL z o �_ U)
BLOCK J q \q\ �tc 63 48 47 \.qq 43 .39 38 34 33 30 /' / 6 ' �� 132�\�\�\ \ O LL > O Z
z \ \ ` 3i / 5 / \ \ i31 \ \\ \\ I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." _ �, N o
o 7 \ , a \ \ \ 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. O o > ~
vj 5 \ \\ \ \ \ 64 _ BLOCKI / a cl C, w
a / BLOCK 1 W) I 10. DIRECT LOT ACCESS TO W.OVERLAND ROAD IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND a �
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\ ' 65 46 45 42 40 37 35 \ \ pQ g 128 \ \ I CITY OF MERIDIAN. x w
PHASE 2B ,9 , \ _ L 2 5 \ 127 a 1 0 = w
N SILVERSTONE CAMPUS R 15 �P \ �/ a to \�/1zs " I W 11. LOTS 1,13,21,27,AND 28,BLOCK 1;LOTS 1,2,13,32,60,83,85,88,90,92,93,94,120,152,AND 159,BLOCK 2;LOTS 1,10,13,AND �„o 0
10 8 18 \ - \ / \ \
G - 41 36, ' O�PO�l y \ BLOCKS 12 tt PHASE 5B \ 125 ��`\� \ �� /j I �+I 21,BLOCK 3;LOTS 1 AND 11,BLOCK 4;LOTS 1 AND 10,BLOCK 5;LOTS 1,21,AND 27,BLOCK 6;LOTS 1 AND 6,BLOCK 7;LOTS 1,8,AND z_ N z'
- n s n r \` 12a \\\ \ o � z
1z 10 16 20 -S��\ �13 / \to 123 \\ I�+� 23,BLOCK 8;LOT 1,BLOCK 10;LOTS 1 AND 8,BLOCK 11;AND LOT 1,BLOCK 14 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY < W W
21 - 1 J \ 122 \\\ )I vs I THE MOVADO ESTATES HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND
\\ \ / \ \ P `� 121 \ \\ \ o O
13 _ 17- 15 --2Y_\ - \ J r E� 95 96 97 14 S\ 11s \ \ \ 1 LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT
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98 99 100 v 15 O�� 115 \119 \ \ \ \\ \ \ I m I w
\`\ \ DRAINAGE. x J
114 - - BLOCK2- \ �\ Il ¢
1s 13 120 \\ 12. LOT 20,BLOCK 1;LOTS 51,70,84,89,119,AND 153,BLOCK 2;AND LOT 20,BLOCK 6 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE N o
103 F, 11z _ _- \ \ I OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A z
17 R-15 2, \ ,- __,_ toa \ 111 - @Q.Q' _Z_ - _ \\\ \\ III MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs.
1a 20 zs `-\ -1,-� _ `mow \ \105 110 `��'4 \1 I 13. LOT 1,BLOCK 15 IS A PRIVATE DRIVE LOT FOR THE PURPOSE OF INGRESS/EGREES.THIS PRIVATE DRIVE SHALL BE CONSTRUCTED IN
zt zz z3 2a 2s zs zo ___ z7 -' _1os os �`� /' BLOCK 2 / \, ` ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 Ibs.
BLOCK2 �, R-15 ,
19 ' ---- 22 - BLOCK2
_ ' 2 S �6 .1 18 (`��� //�/ 18 - _19 Y0
/ BLOCK
6 19 23 F/g,7F9 3 4 7 \ 17 21 \ \\ \� \Y\�\ 1il III I\
F __ _\ ,\\ PRELIMINARY PLAT DATA
39 29 2a ----- ------ -- -�<<so9,` --' ' -- --a ! ,s- PHASE 6A F 22
32 R-8 - to F y _ _ AF z3 _ \ i I I TOTAL ACRES 113.42 AC ZONING
' 33 Nl t - fi0 10 / is // 11 12 - �9F"448 24--'- s'I 1= PUBLIC RIGHT-OF-WAY 15.17 EXISTING:RUT PROPOSED:R-15,R-8 AND C-G
17 z _3- -a- _s1 � O v RESIDENTIAL AREA 65.23
— — — PHASE 1 A- — — — — A14 R7F /'/ I 1 COMMERICAL LOTS 10.01 MINIMUM LOT SIZE(SF)
z ,e W 11 Axx 13 13 SINGLE FAMILY 3,200 SF 34 ------ R-V ' � BLOCK2 / / II 1 I
a>-c a oc s 58 10 25 I�I COMMON LOT AREA 19.92
-3 ' 17 w 16 1 sz / ' to \ COMMON DRIVEWAY AREA 0.59 AVERAGE LOT SIZE
J 1 I IIIPRIVATE DRIVE AREA 2.50 O
'35^ _ /' _ e s.' BLOCK8 P6 / SINGLE FAMILY 6,608 SF
BLOCK5 c 15 - ---63_ - 58 _ 29 28 Jill,I II TOTAL LOTS 481
/I BLOCK 4 16 J -- _-- t 7 15 i I IIII I�Jr I' SINGLE FAMILY LOTS 430 RESIDENTIAL DENSITY(Du/AQ
SILVERSTONE CAMPUS 36 0 - - - 64 57 2 12 _---- w __27-, I COMMERICIAL LOTS 2 RESIDENTIAL GROSS DENSITY 3.79
x 14 12 11 to s- - a 7 s 5 W I/ 16 / z I COMMON LOTS 40 atatatat■
PHASE 3A 75 c ----- 30 a I III \ � I 1 COMMON DRIVEWAYS 8 RESIDENTIAL NET DENSITY 6.59
/ N > 65 56 / s / /
LL, --a 1a / 13 - E.DIVIDE PASS STREET— - - o ' z 3 11Lu 11 / `\27\ /17 a ze I s3 PRIVATE DRIVE 1 —
38-' O w z 31 Q ¢
- z __ -¢ - / > BLOCK 7 w 5 Q ' V 29 \
> ss 55 J o ' `" OPEN SPACE PERCENTAGE 17 56% Q Q
OPEN SPACE 19.82
j BLOCK O w 10 ¢ �S� / N I /II Q = F_
39 - 7 13 1 2 3 _4---5- --6- --7- -a' /9 10 W p ���' 26 ,8 - / /!
C-D --- 67 54 PHASE 4A C) 4 �Q 30 ��' f\ m o
= 32--- S' 4�'1 ENGINEER LEGEND _
40 a 6 12 1 / 11 - --- 25 19 /� / Z Q
/ CIVIL INNOVATIONS, PLLC -- _ z
_ sa 53 a 3 PHASE 5A 2a 31 i i II BOUNDARY LINE
J - 17 is ,5 to ,3 tz "' / /' CONTACT:BEN THOMAS 0
11 I 20 19 18 ', � 5
41 `ii ' I s9�- 52Iiilltiil 1 j RIGHT-OF-WAY LINE w
to - 7 33 21 / / / j 1 � I 1043 E.PARK BLVD.STE 101 p[
E.COPPER POINT WAY- - - - - ' - E.COPPER POINT WAY PHASE 2A - __-, 70 51 s 2 24 33 %i���\ Imo/ �I iliilj C II BOISE,IDAHO 83712 PROPERTY LOT LINE O LU
PHONE:(208)884-8181
�_ — - - z3- - _22 // 34 i \'\ IIjUI II - - PROPOSED ZONING BOUNDARY LINE Q
so ae 65 83 - - - - E.COPPER p - / - / PROPOSED PHASE BOUNDARY LINE
BLOCK 2 DEVELOPER Q
\ 91 69 BLOCK 2 81 80 79 78 77 76 75 74 73 72 71 50 49 48 OINTE WqY, - -- 35 /���,/ - _�
-/ - 87 __as --aa 8z _ - 47 — DEVCO, LLC CENTERLINE
== ---- --� ------ --- --- ------ --- -- ---- -- -- ___ as a5 _ /�G� -
- NALO BLOCK 2 _ - 44 43 42 41 q0 BLOCK 2 36 �QJ�' /' O
39 CONTACT:JIM CONGER EP EXISTING EDGE OF PAVEMENT
-RIDENBAUGH CA F• 37 �
12 ' - _ - -_ - - 3a - //�`Q / /' 4824 W.FAIRVIEW AVE.
- -- --- _ _ - / EXISTING CURB
_ _ __ BOISE I 83706 S
I I D
'IL it PHONE:(208)336-5355 PROPOSED VERTICAL CURB
300 200 100 0 200 0 --- ---__ PROPOSED ROLLED CURB
—__ __ SURVEYOR
iiiiiiii�
HORIZONTAL SCALE IN FEET
SAWTOOTH LAND SURVEYING, INC. - -345- - EXISTING TCONTOUR
CONTACT:CARL PORTER,PLS ----340---- EXISTING T CONTOUR
2030 S.WASHINGTON AVE.
EMMETT,ID 83617
> > W Y } Y W W Y } PHONE:(208)398-8104 } Y W 1
¢ ¢ Z d Z J ¢ ¢ J Z d Z Z d Z J Q ¢ J Z d Z
W ¢ W ¢ ¢ W ¢ w W ¢ W ¢ ¢ W ¢ w
w 210 n w �I� OIL �10 �I� �ILu OIL
W U) W W W W W W W W L.L w W W W
0 o c/3 C/3 I p o o p l cn m w c/3 CHID o o p l cn o f cn
x x w1¢ Lu = _ v�Iw ¢Iw w1¢ w1( _ = Nlw ¢Iw
C7 CD I w I C� cs I w I I w I c� cD I w I
°C 44'RIGHT-OF-WAY x 7' 13' cc 35'RIGHT-OF-WAY °� 13' 7' 7- 13' `E 5T RIGHT-OF-WAY °r_ 13' 7 PROJECT N0. 16-0208-M$
0.5'LANDING 0.5'LANDING _ 1' 33' 1' 21' 13' 21' 1'
DWG FILE P.100
1' rL 1' rL DESIGNED BY BT
5' 33' 5' 5' 8' 2' 14.5' 14.5' _2-_ 8' 5' 1' _1 5' 8' 2' 18.5' 0.5' 0.5' 18.5' 2' 8' 5' 1 1'
SIDEWALK SIDEWALK 2'LANDING SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK I 2'LANDING SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK
2' 14.5' 14.5' 2' 1 2'LANDING 2'LANDING DRAWN BY KDH
I I I I I I I I
CHECKED BY BT
ROLLED CURB AND GUTTER ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER
3'r ° M 3,r MaY 1.75% VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER 1 75% AS SHOWN
<31
om' 3.r 8"VERTICAL CURB WITH NO GUTTER 8"VERTICAL CURB WITH NO GUTTER ISSUE DATE 03/06/2017
1.75% 2% 2/° 1.75% 3'• 2/° 2/° MqY 1.75% 2% 2% 1.75�° 3' M3 r
3�M 3,�MPX• :. :..., 3•1M VERT.SCALE AS SHOWN
4 TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTION TYPICAL S. MOVADO WAY STREET (DETACHED SIDEWALK) SECTION TYPICAL S. MOVADO WAY STREET WITH ISLAND (DETACHED SIDEWALK) SECTION 0 O
NOT TO SCALE 5NOT TO SCALE 6NOT TO SCALE Pol
SHEET 1 OF 3
D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.030317.dwg Last Saved:03/06/2017 4:05 pm
W.OVERLAND ROAD
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CIVIL INNOVATIONS - - - - - - - - - - - - - - -
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SHEET 2 OF 3
D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.030317.dwg Last Saved:03/06/2017 3:09 pm
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63.72 58.70' 70.00' 70.00' 70-00' 70.00 55.15' 13.14 tl 60.00' 60.00' 60.00' 60.00' 28.46' `" \ , i \
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- — _ - / n0.zz — �' _ 10,751 SF- ti. :/ 34
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a, oo v n M m 72 0 7400:,.• v _ - 63.34' 8� 26g ° o // f /
\ \ N o BLOCK 2 -_ - 8i N 80 N 79 78 N 77 76 75 74 73 71 70.00'
J \ 91 gg 87 _ 86 --- g4 8,634 SF T 8,908 SF 8,790 SF � 8,671 SF 8,552 SF 8,434 SF T 8,316 SF 7,064 SF _7,020 SF 50 49 48 70.00' 2 - o. /^// 7 rl -
8,383 SF _ ---- ,7,187$F 7,572 SF 7,958 SF 7,982 SF �o.00' - _ "" , /:
I i � 8,763 SF ---r 9,089 SF � 82 M 7,580 SF -'- - , a -' 7o.oa :oo / / / 4-1
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--- ----------- --- -------------- 0.00 5 4.93,,. as.00'.. �8,05 S� oo r Q♦� / 1w III I
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$F,� 8,056 SF 42
43 00 15.10' / JG
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8,050 SF o
RIDENBAUGH CANAL Ec Ec -__— — — — 8,050$F 39 36 BLOCK 2 9,098 SF
roa a =-_ — — — 8,050 SIF
E�— _ — — — _ 8,055 SF
Fc EG 37 PROJECT N0.
y �roa —�Fr EG --- _ ___ — — — — — — — — — — —9,083 SIF / w I t��+�'-�.�I���.I �_� - -
MS
_ F E�Ec�E==-__- 10 . _/roe �° /� 1 II\\ j DWG FILE P.102
------- -------- -------- -- --
I
—Fr EGogL if DESIGNED BY BT
DRAWN BY KOH
--- --- __ CHECKED BY BT
_ ------ --- PRELIMINARY PLAT
ISSUE DATE 03/06/2017
SCALE: 1" = 100'-0"HORIZONTAL
HORIZ.SCALE AS SHOWN
150 100 50 0 100 200
VERT.SCALE AS SHOWN
HORIZONTAL SCALE IN FEET
Pol 02
SHEET 3 OF 3
D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.030317.dwg Last Saved:03/06/2017 3:09 pm