CC - Pre-plat VERADO SUBDIVISION0
:7
ERFIELD
PRELIMINARYPLAT N.SUMM E.SUMMERDAWN DRIVE
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MERIDIAN, IDAHO - 2016 0 0 0
LOCATED IN THE NE 1/4 OF THE NW 1/4 OF SECTION 5, 0
T.3N., R.1 E., B.M. MERIDIAN, ADA COUNTY, IDAHO
- - E.USTICK ROAD -
PROJECT SITE a
VERADO SUBDIVISION
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Z _ E.COUGAR CREEK DRIVE O L.0
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- —
E.USTICK ROAD II E.-CHEMISE DRIVE
812.80'S89°44'57E,.
1 - - -- - '- -- --
BLOCK 1� -- -BLOCK 2
E.CHALLIS DRIVE
LU
1
T I ---
- LU
-! Q LU
BLOCK 1 o BLOCK 2 I E.MEADOWGRASS STREET 0 w >
10 9 8 7 6 5 4 3 2 a 2 3 4 5 6 7 8 9 10
Z I u' I co J o
UNPLATTED _ I g o
Z Z Z
1 - - - - H F c \
IL
E.RINGNECK STREET - -
179.34'S89°46'25"E
VICINITY MAP
-- -- - -- 2 1 UNPLATTED NOT TO SCALE
z 2 3 4 5 6 7 8 9 11 12 13 14 15 16 1
W
I 17 16 15 14 13 12 BLOCK f 3 PRELIMINARY PLAT NOTES ONAL
_
s 1 10 17 I 2 1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY
� 4 CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT `I,�n
UNPLATTED I "IU62
... :,•, 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL
w 31 30 29 28 27 26 25 24 23 22 21 20 19 18 I GROUNDWATER ELEVATION.
z to �O
-E.PARK STONE STREET F 1
5 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF � y?,L�11 71116,
1 MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. ��� L' OF
a BLOCK 5 4. ALL LOT LINES COMMON TO PUBLIC AND PRIVATE STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT 4 jN P
EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS OTHERWISE DIMENSIONED.
6- - -
LO
� - E.SHARPTAIL STREET- - �� � 1^ 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A THREE(3)FOOT PERMANENT EASEMENT ON EACH SIDE
1 2 3 �. -~ •`"" '• - -' •' -" "-°� � o r o OF THE INTERIOR SIDE LOT AND A TEN(10)FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES, OR PUBLIC
4 - 7
5
_ W UTILITIES,IRRIGATION,AND LOT DRAINAGE. ALL OTHER EASEMENTS ARE AS SHOWN. w
1 s BLOCK 4 N 6. IRRIGATION WATER WILL BE PROVIDED BY NAMPA AND MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION a
__-- 7 8 9 10 1� 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR o
-- 11 8 ASSESSMENTS FROM NAMPA AND MERIDIAN IRRIGATION DISTRICT. LU J
12 15 16 17 18 19 20 21 22 I x J
13 14 1 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER z w °O
UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. o z
g co cc o
UNPLATTED 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION,
/ BLOCK 4 23' AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED � a o
_--- -__ I FINCH LATERAL 3� BLOCK 4 1 CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE o zo z
i 10
-- % 30 (1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS z o d z
133.83'N86°15'1 ` f,^ SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL o '- o z
99 29 28 27 26 25 24 oc o " o
' - 33NS 11 I OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." a o >
9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. z w °E °C °;
33., µ a ac cn
1 BLOCK 4 1 z 12 10. DIRECT LOT ACCESS TO E.USTICK ROAD IS PROHIBITED UNLESS SPECIFICALLY ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND CITY cc xo w LU
i 36 35 34 33 32 I jd,\ „ u.w,:: -.. .:.. OF MERIDIAN. o 0 o a
11. LOTS 1 AND 11,BLOCK 1;LOT 1,BLOCK 2;LOTS 1,10,AND 17,BLOCK 3;LOTS 14,23,AND 31,BLOCK 4;LOTS 1 AND 12,BLOCK 5;LOT z N
i •a: N.DEVLIN WAY - � LU LU 1 1,BLOCK 6;AND LOTS 7 AND 15,BLOCK 7 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE VERADO SUBDIVISION a m. . r-
' HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE o o cc
/ w 1 � / B LU
_ C ��,' 1 SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. v,
n y -E.KAMAY DRIVE - - - 2 I 12. LOTS 8 AND 14,BLOCK 7 ARE COMMON DRIVEWAY LOTS FOR THE PURPOSE OF INGRESS/EGRESS.ALL COMMON DRIVEWAYS SHALL BE F-
E.KAMAY DRIVE i N -_ - - N
BLOCK 6 CONSTRUCTED IN ACCORDANCE WITH UDC 11-6C-3D,AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF z
BLOCK 6 3 4 8 I SUPPORTING 75,000 lbs.
u. 1 ` I PRELIMINARY PLAT DATA
' I 20 1gr'6' } I TOTAL ACRES 19.28 AC ZONING
y F/NC w -- -,; ---_-_--- PUBLIC RIGHT-OF-WAY 4.17 EXISTING:RUT PROPOSED:R-15 AND R-8
`AtE�L 153.77'N86°09'31" - SINGLE-FAMILY RESIDENTIAL AREA 12.47 MINIMUM LOT SIZE(SF)
LU 9L OPEN SPACE/COMMON LOT AREA 2.64
1
SINGLE FAMILY 3,188 SF
a I 19 - -__ - \ TOTAL LOTS 140
cis a 3 I M _------__ - SINGLE-FAMILY RESIDENTIAL LOTS 118 AVERAGE LOT SIZE
o x --_ SINGLE FAMILY 4,602 SF
cc ca N __------____ - --__ OPEN SPACE/COMMON LOTS 16
z o .y ------ ----� RESIDENTIAL DENSITY(Du/AC)
CID
x I BLOCK 7 ` '� ELIGIBLE OPEN SPACE 2.31
RESIDENTIAL GROSS DENSITY 9.46 O
z 1 18 BLOCK 7 i o �i,7,� \ OPEN SPACE/PATHWAYS 2.09 RESIDENTIAL NET DENSITY 6.12
4 � 94 ELIGIBLE
OF USTICK BUFFER 0.22
98%
CHAMBERLAIN ESTATES SUBDIVISION NO. 2 --_ - - ELIGIBLE OPEN SPACE PERCENTAGE 11.98% CA
1 17 5 O ENGINEER LEGEND
UNPLATTED CIVIL INNOVATIONS, PLLC -- BOUNDARY LINE o
PACKARD ACRES SUBDIVISION NO. CONTACT:BEN THOMAS =
�"•' � � RIGHT-OF-WAY LINE � Q Q
6
1043 E.PARK BLVD.STE 101 p
DRNE I 16 1
E.COUGAR CREEK w BOISE,IDAHO 83712 CENTERLINE
PHONE:(208)884 8181 a. Q z
a PROPERTY LOT LINE
15 a.
1 14 8 o DEVELOPER EP EXISTING EDGE OF PAVEMENT y p
1 1 PROPOSED VERTICAL CURB �
I � DEVCO, LLC O LU
BLOCK 7 z ¢ CONTACT:JIM CONGER PROPOSED VERTICAL CURB/NO GUTTER
4824 W.FAIRVIEW AVE. Q
13 12 11 10 9 1
z BOISE,ID 83706 PROPOSED ROLLED CURB
1 o PHONE:(208)336-5355 345 EXISTING 5'CONTOUR
z SURVEYOR ----340 --- EXISTING VCONTOUR
- - - - - - - - - - - - - - - - - - 335.97'N89°32'13"W - - - . - . - . - . - . - . - . - - . - . - . - - - . - - - DRAINAGE SWALE
W
SAWTOOTH LAND SURVEYING, INC.
CONTACT:CARL PORTER,PLS PROPOSED STREET SIGN
2030 S.WASHINGTON AVE. O EXISTING STREET SIGN
EMMETT,ID 83617
PHONE:(208)398-8104 0 EXISTING STREET LIGHT
DIRECTION OF SURFACE FLOW
a a ¢ ¢ a
81'RIGHT-OF-WAY LL PROJECT NO. 16-0316-VS
o o 0 0 0 0 0
= 48'RIGHT-OF-WAY ; = 50'RIGHT-OF-WAY = = 6T RIGHT-OF-WAY = = 51' = DWG FILE P.100
c� �c 0 cs 0 cs CD
Er 2.5'LANDING 2.5'LANDING cc 2'LANDING cc cc 2'LANDING 33' 2'LANDING cc 2'LANDING 21' 9' 21' 2'LANDING cc DESIGNED BY BT
5' 33' 5' 5' 36' 5' 5' 8' 2' 14.5' 14.5' 2' 8' 5' 5' 8' 2' 18.5' 0.5' 0", _ 18.5' 2' 8' 5'
SIDEWALK 2' 14.5' 14.5' 2- SIDEWALK SIDEWALK 2' 16' 16' 2' SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK DRAWN BY KDH
CHECKED BY BT
ROLLED CURB AND GUTTER ROLLED CURB AND GUTTER ROLLED CURB AND GUTTER ROLLED CURB AND GUTTER VERTICAL CURB AND GUTTER VERTICAL CURB AND GUTTER
ROLLED CURB AND GUTTER ROLLED CURB AND GUTTER
0 0 0 8"VERTICAL CURB WITH NO GUTTER 8"VERTICAL CURB WITH NO GUTTER ISSUE DATE 05/17/2016
1.75% 2% 1 2% 1.75/0 1.75% 2% 2% 1.75/0 2� 2% 2% 2% 2% 2% 2%
VERT. SCALE AS SHOWN
4 TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTION TYPICAL LOCAL STREET (ATTACHED SIDEWALK) SECTION TYPICAL COLLECTOR STREET (DETACHED SIDEWALK) SECTION TYPICAL COLLECTOR STREET WITH ISLAND SECTION Pol
O O
NOT TO SCALE 5NOT TO SCALE-E.KAMAY DRIVE(BETWEEN N.LAUGHRIDGE AVENUE AND N.DEVLIN WAY ONLY) 6NOT TO SCALE-N.CHANCERY PLACE NOT TO SCALE-N.VERADO AVENUE
SHEET 1 OF 2
D:\Civil Innovations Projects\201 6\1 6-031 6-VS Verado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0316-VS PA 00(Preliminary Plat).dwg Last Saved:05/17/2016 3:12 pm
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z 6,366 SF 4,304 SF r 3,915 SF T 3,900 SF 3,900 SF 3,900 SF� 3,900 SF 3,900 SF 3,900 SF 3,900 SF- 3,900 SF 3,900 SF 3,900 SF 3,900 SF 3,900 SF 3,900 SF 3,900 SF 4,800 SF --
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x/ 113,600 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF' 3,199 SF oYe r F BLOCK 3 ci R GR - 4,200 SF
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z6i3- -,,, d 1 * \ 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' -
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31 T 30 %29 28 i 27 T-26-_ _ 25` % 24 r / 23 -22 21 20 19 18 °' CD
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\ 4,558 SF 3,200 SF 3,200 SF 3.200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF x 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,188 SF N RR
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29 97 32 00 32 00 32.00 32:00 -32 00'I 32.00' 32.00 x 32.00' 32.00' 32.00' 32.00' 32.00' 27.00' o0 2s/4 B 5 00
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4,400SF ---6-- -26o9-M 5.55' I - - - - -2s11__ `7.06' 100.00, Na �I �� UW
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ai 11 c T o 0 0 0 0 0 \\ o o 8- 5,256 SF NeD `5,488 SF 1 5,942 SF � o M \ O o O o 0 0 0 \ 0 4,200 SF OF
36.�g 11.33' _ 5,157 SF 12 T T-15= _16 T 17 T 18 T 19 T 20 \ 21 22 �' �II �f O
21 00 32.13 / 32 13 \ 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,188 SF c 100.00' Q j
32.13' \ 3,239 SF o, N P.`�
/ , 3213 32.13' 2.45' 36.16 \46.40' 1\ 13 14 \
57 80 70 59 30.35' \ 3,822 SF c
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6,848 SF �' 6,374 SF rn Q' I / i /�� \ o o C a
9,475 SF 8,048 SF 6,326 SF I / \ \ x o z
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33 03 7 _ r, �, 2 \
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I^ 11,755 SF \\ \ 51'N7g X 40 14 ----------- _
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CHAMBERLAIN ESTATES / I N ------------------------- _
SUBDIVISION NO. Z 33' 136.46' Q
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136.55' _
ao 136.47' i -- a
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15.48' 15.48' 8,086 SIF `D
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124.15' ,
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127.03' °C 126.99'
15 7 a
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14 10.37 10.37' 8 PROJECT N0. 1 G 031 G VS
40.72' PACKARD ACRES
67.20' 67.20' fi7.20' 67.19' a DWG FILE P.101
I 8.50' 8.48;,, '� I
_ z SUBDIVISION NO. 2
�\ I
DESIGNED BY BT
\ I
BLOCK o a DRAWN BY KDH
CD
-- 9 CHECKED BY SIT
__
13 \- 12 11 10 - 9 z ISSUE DATE 05/17/2016
7,728 SF 7,728 SF 8,025 SF T
T 7,728 SF 7,726 SF LL,
I 6\� o
11 z HORIZ.SCALE AS SHOWN
i VERT. SCALE AS SHOWN
67.20' _ 67.20' _67.20' _ 67.20' _ 67.17' 30 0 60 120p
335.9T N89°-32'13"W=TOE' _-_ e ■ ■ 101
° HORIZONTAL SCALE IN FEET
SHEET 2 OF 2
D:\Civil Innovations Projects\201 6\1 6-031 6-VS Verado Subdivision\200-Construction Drawings\204-Preliminary Plat\16-0316-VS PA 00(Preliminary Plat).dwg Last Saved:05/17/2016 3:12 pm