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6"0 Irrigation -
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Manchester Park
SINNRIDGE
A PLANNED UNIT DEVELOPMENT
A PART OF THE SW 114, NE 1/4 SEC. 33, T 4 N, R 3 W, B.M.
CALDWELL, CANYON COUNTY, iDAHO
1993
k.
Curb, gutter & sidewalk to be -,—� c..re+rnn to"e - Curs-..grrtter-"dewalk to be
•....l..11...! OA..•... 1 Al—. --- --
Road section to include curb, gutter, _
sidewalk and fencing to be bonded
Phase 11 and constructed Phase III
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10" Sewer to -
to be installed
No vehicular access -
permitted Airport Ave.
odip
S
LU
NO
BY
DATE
A
dip
9-20-93
10-27-93
Reconfigure rood and lots
Reconfigure road and lots
/3\
din
11-16-93
Reconfigure road and lots
GUI-ue-Sac to be abanaoned
when Phase III is constructed
07-13-93
CLIENT.
6"0 Irrigation
No vehicular access
permitted on Kimbal Ave
}-- 6 ft high cedar fence to be
constructed Phase 1
2410
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0
E
Y
�- Road section to include curb, gutter
and sidewalk to be bonded at Phase 1
and constructed Phase li.
2412
�-- Install 6 ft. high cedar fence
Install temporary 50' radius
Cu;-De-Sac to be abandoned
when Phase II is constructed
0 H
EXMISIT
S&V 27 m
PP !
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�5$ION
AA
Northwest Development
117 S. 9th Ave.
Caldwell, Idaho
454-0440
DRAWING TITLE:
Sunrldge
Preliminary Plat
70 FT\
d
TLD L't,P
LEGEND
O
Manhole to be installed
Direction of Drainage Flow
A
Fire Hydrant to be installed
A
Existing Fire Hydrant
--P—
Power Line
—W—
Water Line
—S—
Sanitary Sewer Line
Utility, drainage and irrigation easement.
— _ _
DEVELOPEMENT
DATA:
I.
Domestic water is provided by the municipal
water system. Irrigation to be supplied by
Pioneer Irrigation and constructed to Pioneer
Irrigation Standards.
2.
Sewage disposal shall be provided
by municipal sewage facilities.
3.
Road improvement shall meet City
of Caldwell standards as is applicable.
4.
Storm water retention facilities will be provided
to contain storm water on site in the common
areas for a 100yr. storm duration.
5.
Contour interval 2ft.
6.
Current zone classification is R-1
7.
No. Blocks is 3, No. residential
lots is 77
8.
Total area of proposed development
is approx. 17,50 acres.
9.
Common area is 4 lots
10.
Net Acreage = 12 Ac.
11.
Total number residential lots = 77
12,
Ave, lots per net acre = 6.4
13,
Common area = 1.8 Ac.
NOTES:
1.
There will be a 10ft• wide irrigation and utility
easement along the subdivision boundary and
the street frontage of each lot.
2.
Should lot lines be adjusted the existing
easement shall move with the adjusted
lot line, provided that the utilities are not
currently installed within the limits of the
easement.
3.
Radii of all street corners are 20ft. typ.
4.
Roll curb and 4ft sidewalk will be installed
on interior streets.
5.
All utilities such as telephone and power lines
shall be underground in the utility easements.
6.
Developer to improve 112 design road section,
plus 7-112 feet of asphalt on Kimball, Beech &
Airport Ave.
7.
Driveways for the following lots shall be restricted to
Sunridge Dr. Lots 258 thru 21, Block 3 and Rob
Court,
Lots 12B thru 8B Block 1.
B.
Building setback is 15 ft. on street side corners
and 15 ft.
on front yard with exception of garage which will
require min.
of 20 ft.
9.
Street lighting will be by developer.
ROAD IMPROVEMENT DATA
STREET NAME
BACK OF CURB
WIDTH
R/W MDTH
Kimball Ave.
49 ft. (See note 8)
80 ft.
Beech St.
37 ft. (See note 8)
60 ft.
Sunrid e Dr.
37 ft,
56 ft.
Joshua Ln.
37 ft.
56 ft.
Rob Court
37 ft.
56 ft.
Airport Ave. (Future)
41 ft.
60 ft.
DA TAC 0 9124a
FOR REVIEW
PRELIMINARY
❑ FOR APPROVAL
❑ APPROVED FOR
CONSTRUCTION
JOB NO. JN0493
DWG NO. JN049303
26 1�Qa SCALE: 1 "=100'
�E� REV.
403 Blaine • Caldwell, M FIELD BOOK NO. SHEET NO.
(208) 454-0933
1 of 2
SU(�1—il�'('_I�, �l,{ICY�'iUrS1C31'i
CITY OF CALDWELL
DETAILED TOPOGRAPHY
Scale. I" = 100' Aerial Photography Aerial Mapping Co. Sheet 25 of 95
Contour Interval 2'
Flown 51 7 /84 Field Data by J-U-B ENGINEERS, INC.
16
P/L4 56' R/W PAL
5.5' 4' 37' BACK TO BACK 4' 5.5'
18.5'-- —'�-- 18.5'
27 23
SIDEWALK
0.20' PLANT MIX ASPHALT SD-714
0.15' 314" MINUS CRUSHED GRAVEL ROLL CURB
0.67' 2" MINUS OR 314" MINUS CRUSHED GRAVEL SD-702
OR 1.00' PIT RUN GRAVEL
SUBGRADE COMPACT UPPER 6" TO 95Y
OF MAXIMUM DENSITY
TYPICAL ROADWAY SECTION
Interior Streets
Beech St,
v
C'U(nt-
v
Cedar fence
Ci
1i
-Berm
6'
Concrete
Sidewalk
width
2'-.�. - -.
.\ .�.
Vanes
Detail A
See Detall A U i-- Vertical SiCurb & - - - - - - - - - - - - - - - -- -
W tidal Curb & �� See Detail A O
M 5' Sidewalk �
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this Subdivision WW W\ W W, W W c II
W W \ 248
W Wt
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Vertical Curb & I 2500 o.f. Storm W \
4B L
5" Sidewalk I fi I retention capacity_ W W 4A
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24A
Roll Curb & 6A jW .W,V WW `I'1Jl±. W
4' Sidewalk W W W W W`\� W : : JOShLl4 Ln ..:
Roll Curb &
4' Sidewalk
10
9
8
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7
6
Block 2
21
22
23
24
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' Sunridge Dr.
vu 1 BY DATE DESCRIPTION I NO- BY DATE
zsodip i 1-19-93 Revise
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streets DESIGNED BY CLIENT: Northwest Development DRAWING TITLE:
DRAWN BY: dip 10-29-93 117 S. 9th Ave. Sunridge a 44721L e
Caldwell, Idaho F 3
CHECKED BY: Preliminary Site Plan � oF�° 4
APPV'D BY: 454 -0440 �4LD L ��
Curb, Gutter
& Street
I
I Vertical Curb &
5' Sidewalk
JJIII
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I
:-Exist. Asphalt
I
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Legend
IF i
.�
Shade Tree
W W
Grass
Berm
®
Cedar Fence
Street Light
Asphalt Street
or Sidewalk
Note:
Storm retention capacity for
100 yr.
storm duration
r
t
JOB NO. JN0493
j,(q�QQ�y�aQO DWG No. JN049304
sA3M(I@(S 41 SCALE: 1 "-50'
= REV.
403 Blaine 0 Caldwell, LD FIELD BOOK NO. SHEET NO.
(208) 454-0933
2 of 2