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MOVADO SUBDIVISION
PRELIMINARY PLAT B�DENBAUGH CANAL NORTH
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MERIDIAN, IDAHO - 2016
"' 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 - —
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RIDGE DRIVE
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\ BLOCK2 \II _ PRELIMINARY PLAT NOTES NAL
\ ` \9, 4 } 1158 ,57 156 155 154 153 2 ��
. . .. . .
— 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY GIS TES f
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CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT O
31 29 26 25 22 21 18 17 14 11, 6 5 2 151�1
BLOCK 14 \ g I o iso' _ 1 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL �Q
BLOCK II ` M - GROUNDWATER ELEVATION. V`I
BLOCK 12- I I _ 149
3o za z7 za z3 zo 1s 1s 15 ,z 1, 1z 7 s I 3. ANY RE SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF ch o
s i zo �148 \\\ W.SILVERKING STREET MERIDIAN AT THE TIME OF THE RE-SUBDIVISION.
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- PHASE 4B y_ — \ \ 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT �� OF
` - T - 146 \
? ' \ ' \ EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED. III
\ --� --a9w ---- 4 \� 18 N P
17 \\ \ 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF
�� BLOCK 1 55 \
144 \ \ THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC
` \ 16 1a3�\ ` UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS ARE AS SHOWN.
s7 54 �` \ ` a z \ \ \\ N \ CRAWFORD PLACE SUBDIVISION
14z\ `` 6. IRRIGATION WATER WILL BE PROVIDED BY SETTLERS IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LU
__ \ BLOCK 15 1a1i;N
LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM x
\` \ BLOCKI3___ \-__--1 14 \ \ z - o p
\ r---_J J t 1 SETTLERS IRRIGATION DISTRICT.E.PEWTER FALLS STREET \ I 16 \_ 13 12 1313� �� `\\ < W.PEPPERMINT DRIVE 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER
_3�1 1 PHASE 1B— \
t \ ` \ so ,\ \ \ " — 137 \\` \\ UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. z w a m
2 j '1'� `\ 51 `\ I \ i/ BLOCK 1 `11 \ \ \\`\ ' 9�yc<y \ W 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION, � I z
3 > 2 \\ o F� 61 so \ _ 19 22 23 26 27 28 \\ w \\ 10 \\ F 135�`\\ �qG `\ AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BYANY CHANGED w a Cr o
\ ¢ �!F L 29 PHASE 3B 9 \ �fp 1 �\\\ ay \ CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE LU z >
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C., 3 ,\\ off' \ 62 as — — — \ r \ a �p 133'\ \ �'qy ` (1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS x z z
} �9y — -- -- ' pi 132 \\\ 9 0 o z
s \ 1'9 v J J --J / BLOCK 10 7 L SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL z o �
� BLOCK \ �^ 30 / � Fes\ \ \ \ z
4 b �� 83 48 47 44 43 39 38 34 33 / ' 1 g\ 131 \ \�
z 6 \\ s1 / 139 ` \ `\\ OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." _ �, N o
d 7 = 5 \ \\ \ \ g4 BLOCK 1 j I �'zg 4 5 �P, 7 8 \ �\ tzs `� �� \ , a, 9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. I o w
8 N / -BLOSKI\ \\ \ \\ / 3 �� \'g, ` I2/ 1 } rC oC
I 10. DIRECT LOT ACCESS TO W.OVERLAND ROAD IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND z a w
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\ \ ' 65 44ei6� 45 42 40 37 35 32 \ \ QP 9 127 \ \ \ LU 1 L I- N
PHASE 2B 19 z F s ` 1ze a 1 CITY OF MERIDIAN. o� x w w
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N SILVERSTONE CAMPUS R 15 �P \ \� a 1a ` 1zs' " I W 11. LOTS 1,13,21,27,AND 28,BLOCK 1;LOTS 1,2,13,32,60,83,85,88,90,92,93,94,118,151,AND 158,BLOCK 2;LOTS 1,10,13,AND o0 0
10 8 18 \ \ i \ \
- 41 3g �O�POO �'\ \� 3 BLOCKS „ \ \124123 \\ s\ \`\ o I 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 2'
9 ,7 + 2 \ 12 PHASE 5B r \ \ ill LULU
12z \\ 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
\ 12 10 16 20 _ I �S• � �-_ �13 117� \ � 121 ` s\\ � \ I ` III
THE MOVADO ESTATES HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND o
21-- 22 - ` y J v r E� 98 14 `� 116 \`\` \ I O
\ LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT � z
23- BLOCKI \\ �\\ BLOCK2° f 99 �/ 15 Z� 115 119 \\ `\ `\ ` \ III
14 _\ o�\ y �— 100 101 '90 �� III y mIi DRAINAGE. = a
I` 12 14 24 r\ � / 94 / @ 114 - - � ` BLOCK 2�\ �\
- 15 \ 13 \
R 8 12. LOT 20 BLOCK 1;LOTS 51,70,84,89,119,AND 152,BLOCK 2;AND LOT 20,BLOCK 6 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE N o
is _ ---`\ 103 F. _— \\ `\ \\ T I OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A z
17 20 R-15 21 — MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,0001bs.
21 � 26 __� - �----- - � ��\\ \ 105 � 110 ��� '. -j���\\ � \@ \� \ \\ � 1 I I I
1a zz �24 zs ss zo ,' ___ z7 _1-- _—, ` wy' , / `�` 13. LOT 1,BLOCK 15 IS A PRIVATE DRIVE LOT FOR THE PURPOSE OF INGRESS/EGREES.THIS PRIVATE DRIVE SHALL BE CONSTRUCTED IN
BLOCK2 `\ ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 Ibs.
19 ' ---- 22,' 2_ _ ' BLOCK2 - l BLOCK2 ,R-15 ,�� /\17 /,
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-BLOCK6 19 23 F�LTF9 / 3 4 \ 7 \\ \ /' 21 \\ II 3, 29za s --- _ 2z PRELIMINARY PLAT DATA
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R-8 _ _ — ----- ------ 09i` _ —_ _ --8 ��.�, _ PHASE 6A�F
3z — 18 F- y _ AFC') za _ I I I 3 TOTAL ACRES 102.70 AC ZONING
_
17 60 10 /--- 15 // 11 '1z F9Fq<<SO, 24 1611 PUBLICRESIDE RICH AREA AY 14.46 EXISTING:RUT PROPOSED:R-15 AND R-8
— — — PHASE 1A_ — _2_ 23
3 4 _c1 ` 14 '' '� I 1 COMMON LOT AREA 19.92
z ,a w I ,1 xA 13 / � 13 F � r I MINIMUM LOT (SF) 3,200 SF
R-V X ` BLOCK 2 /
34 ' a>—c aLocKs 59 ----- ,0 25 I�I COMMON DRIVEWAY AREA 0.58
—3 ' 17 16 1 sz / ' 14 \ I IIII PRIVATE DRIVE AREA 2.51 AVERAGE LOT SIZE
'35^ d g i 1 TOTAL LOTS 479
BLOCK x -- - --63_ 58'/ / _ 9,
BLOCK 26 / II SINGLE FAMILY 6,609 SF
CD 15 — --_ — i 29 za 15 I IIII SINGLE FAMILY LOTS 430 O
BLOCK 6 4 is J — 1 7 , / I IIII I�r COMMON LOTS 40 RESIDENTIAL DENSITY(Du/Ac)
SILVERSTONE CAMPUS 36 0 — — 64 57 2 _ w --27-- 4 I%' RESIDENTIAL GROSS DENSITY 4.19
_ COMMON DRIVEWAYS 8
o� 14 12 11 10 s— — a 7 s 5 w — 16 z III PRIVATE DRIVE 1
PHASE 3A coo
15 ---- 30 a III \ 17 I 1 RESIDENTIAL NET DENSITY 6.59
/ N > 65 56 ' 6 ' ' OPEN SPACE 15.41
s 14 / 13 — E.DIVIDE PASS STREET— — — o / z 3 „ = sV� `\27\ /'7 a za j 111
s3
`I38-' O w z 31 Q [C \
_ z _ —¢ — / > BLOCK7 w 5 `� ' U 29 \ OPEN SPACE PERCENTAGE 15.00%
w - > 66 55 ¢ > i I> BLOCK O w 10 ¢ O� C6 /I a
39 I¢ 7 13 1 2 3 _4---5- --6- -7- -a- 9 10 o ��� 26 18 30 '-/�// /! J Q Q
- v --- 67 54 4 Q' 15
ao J PHASE 4A = 32 _ , �� ,I ENGINEER LEGEND _
d 6 12 1 11� v� - = 3 19 >_
= 25 CIVIL INNOVATIONS, PLLC = z Q
1 BOUNDARY LINE z
sa 53 a 3 PHASE 5A /31 / CONTACT:BEN THOMAS
a1 N '9 -- 11 20 ,s 18 17 16 15 14 13 12 — 5 `�' 20 ' �' '/ 1043 E.PARK BLVD.STE 101 RIGHT-OF-WAY LINE y 0
' 10 - _69 - 52 33 2t 3z / / III III BOISE,IDAHO 83712 cc cc
7 ' / r PROPERTY LOT LINE LU
E.COPPERPOINTWAY— — — — — PHASE 2A — ` 2 1 24 33 \` I /'I hill II O LU
\ I II - PHONE: 208 884-8181
— E.COPPER POINT WAY ___ 70 5, s / i I III I ( ) — — PROPOSED ZONING BOUNDARY LINE
90 88 65 83 - - - - _ p� C
'' - - - �_ _ _ 1 -_22 34 // \I I IIIIII I� 1/ C
BLOCK2 E.COPPER p �r/ — /i ✓ DEVELOPER
— PROPOSED PHASE BOUNDARY LINE
\ 91 gg BLOCK2 81 80 79 78 77 76 75 74 73 72 71 50 49 48 OINTEWgY, - J /Q�' �_� DEVCO, LLC CENTERLINE a
82 - - 47 35 �Q� / l I
[/ � -==-=___�---- --� ----_--_ ---- --- ------ --- -_- _---- \\\�- -- --� 46 45 - '� ' I III
44 .a3 4z 'O� / // CONTACT:JIM CONGER EP EXISTING EDGE OF PAVEMENT
c `�RIDENBAUGH CANAL— f BLOCK 2 F 92 — 41 ao 39 BLOCK 2 36/ �Q / 4824 W.FAIRVIEW AVE.
I � � � � � � -____ - _ � 38 37
�� -- — — — — //����. /' BOISE,ID 83706 EXISTING CURB
------ --- —_ — PHONE 36 5355
----- —`� II - PROPOSED VERTICAL CURB
_ ' 11� L 11
(208)3
— --- ---_---- ' I L SURVEYOR
� �' PROPOSED ROLLED CURB
300 200 100 0 200 0 --- ---___
-------- -__ SAWTOOTH LAND SURVEYING, INC. 345 EXISTING 5'CONTOUR
HORIZONTAL SCALE IN FEET CONTACT:CARL PORTER,PLS ----340---- EXISTING T CONTOUR
2030 S.WASHINGTON AVE.
EMMETT,ID 83617
PHONE:(208)398-8104
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°C 44'RIGHT-OF-WAY `� 7' 13' cc 35'RIGHT-OF-WAY °� 13' 7' 7- 13' " 57'RIGHT-OF-WAY °C 13' 7 PROJECT N0. 16-0208-MS
0.5'LANDING 0.5'LANDING _ 1' 33' 1' 21' 13' 21' 1'
DWG FILE P.100
5' 33' 5' V LANDING _ 5' 8' 2' 14.5' 14.5' 2' 8' 5' 1'LANDING 1'LANDING _ 5' 8' 2' 18.5' 0.5' 0.5' 18.5' -2'- 8' 5' T LANDING DESIGNED BY BT
SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK
2' 14.5' 14.5' 2' DRAWN BY KOH
I I I I I I I I
I I 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
VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER I I I I I ISSUE DATE 10/11/2016
2% 2% 8"VERTICAL CURB WITH NO GUTTER 8"VERTICAL CURB WITH NO GUTTER
1.75% 2% I 2% 1.75°� I I 2% 2% I i 11 i 2°k 2% 2% 2°�
HORIZ.SCALE AS SHOWN
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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 Psi
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NOT TO SCALE 5NOT TO SCALE 6NOT TO SCALE
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.101116.dwg Last Saved:10/11/2016 2:09 pm
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —W.OVERLAND ROAD
CIVIL INNOVATIONS — — — — — — — — — — — — — — —
NORTH 16 15 J
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\ \ 71.04' 1\ \ 83.04' 66.00' 66.00' \ 66.- E pp�\ 61�6 00-- ' 6`pp�"� 66.00' 66 00 t 55.96' 61.00' 61.00 68.00' 68.00' 61.00' \ 18.7 3.2T 40.00, 40.00' 40.00' 60.25' z0
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)70'62 SF 5,643 SF, 5,fi43 SF 5,643 SF &5,643 SF 5,643 SF 5,643 SF 5,643 SF_ 5,643 SFI 5,643 SF_ �5,216 SFI M 2 n n 5, 5� \I \M w \\ -----5'139.59 �1
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D:\Civil Innovations Projects\2016\16-0208-MS Movado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0208-MS P.100(Preliminary Plat)-Rev.101116.dwg Last Saved:10/11/2016 11:45 am
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RIDENBAUGH CANAL 92 Ec Ec—Ec = 8,050 SF 39 38 BLOCK 2 9,098 SF
70.00' - - - 8,050 SF 37
2670 - - PROJECT N0.
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-------
F I —EV ==70.00'=-
— 70.00'__ DWG FILE P.102
--------- '��. .may - __ -$� EGA ---__ 10t.15 -
--- ---- ---- -- - -- -------
-- -------- -_ -�--�SE�-��G�-AEG- � r' I `� I I
--- --- _Fr EGog L 1 DESIGNED BY BT
-------- _ ,�/�� DRAWN BY KOH
--- --- __ CHECKED BY BT
PRELIMINARY PLAT
_ ISSUE DATE 10/11/2016
SCALE: 1" = 1MAI'HORIZONTAL
150 100 50 0 100 200 HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
HORIZONTAL SCALE IN FEET
Pol 02
1 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.101116.dwg Last Saved:10/11/2016 11:45 am