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INDEX
APPROVED
DATE: OS/12/22
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COVER SHEET
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NOTES
C1.0
FINAL PLAT SHEET 1
C1.1
FINAL PLAT SHEET 2
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C1.2
FINAL PLAT SHEET 3
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C1.3
FINAL PLAT SHEET 4
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C2.0
OVERALL SITE/UTILITY PLAN WEST
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C2.1
OVERALL SITE/UTILITY PLAN EAST
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C3.0
GRADING PLAN WEST
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C3.1
GRADING PLAN EAST
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C3.2
DRAINAGE PLAN
C4.0
BINGLEY DRIVE PLAN AND PROFILE
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C4.1
BINGLEY LANE PLAN AND PROFILE
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C4.2
CASCABEL LANE PLAN AND PROFILE
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C4.3
SKYBREAK LANE PLAN AND PROFILE
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C4.4
CEDARHURST/ENGLEHART/OPEN VIEW PLAN AND PROFILE
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C4.5
VADONIA LANE PLAN AND PROFILE
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C4.6
EAGLE ROAD IMPROVEMENT PLAN
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C5.0
SEWER LINE A PLAN AND PROFILE
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C5.1
SEWER LINE A PLAN AND PROFILE (CONT.)
C5.2
SEWER LINE C PLAN AND PROFILE r -�
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C5.3
SEWER LINE C+B PLAN AND PROFILE I
C5.4
SEWER LINE D PLAN AND PROFILE I
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C5.5
SEWER LINE D+E PLAN AND PROFILE
C6.0
OFF -SITE WATER PLAN
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1
C6.1
WATER PLAN i
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C7.0
PRESSURE IRRIGATION PLAN
IRRIGATION DETAILS
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PUMP STATION DETAILS
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C8.0
STREET LIGHT PLAN
C9.0
ROADWAY DETAILS
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C9.1
ROADWAY DETAILS (CONT.)
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C9.2
STORM DRAIN DETAILS
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SUBDIVISION BOUNDARY
PUBLIC RIGHT-OF-WAY
ROAD CENTERLINE
LOT LINE
3
LOT NUMBER
CURB AND GUTTER
8"SS>
SEWER MAIN
g"W
WATER MAIN
<12"SD
STORM DRAIN PIPE
a
PRESSURE IRRIGATION MAIN
A
FIRE HYDRANT
SINGLE WATER METER/SERVICE
DOUBLE WATER METER/SERVICE
B.00
2" BLOW -OFF ASSEMBLY
®
GATE VALVE
4 V 06
WATER FITTINGS
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SEWER MANHOLE
®
CURB INLET
ED
STORM DRAIN MANHOLE
0 o
SAND AND GREASE TRAP
p
MONITORING WELL
STORM DRAIN SEEPAGE BED
BARRICADES
X T
STREET SIGNS
777
STREET LIGHT
PROPOSED MAJOR CONTOUR (5')
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PROPOSED MINOR CONTOUR (1')
EXISTING MAJOR CONTOUR (5)
EXISTING MINOR CONTOUR (1')
22_OOX
DRAINAGE ARROW WITH PERCENT SLOPE
NOTICE TO CONTRACTORS
CALL BEFORE YOU DIG
CALL DIGLINE INC.
PRIOR TO COMMENCING
0UNDERGROUND WORK
Nioiviiba1 b�' (208) 342-1585
Cell berore you alg
SURVEY DATUM
HORIZONTAL DATUM BASED ON ADA COUNTY GIS.
ALL ELEVATIONS SHOWN ARE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTON PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF
MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.
UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES
OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE
APPROVED BY THE PREPARER OF THESE PLANS.
IMPROVEMENT PLANS FOR DEVELOPER
SKYBREAK SUBDIVISION NO. 1 G20 LLC
PO BOX 593
EAGLE, ID 83616
(208) 336-5355
LOCATED IN THE S 112 OF THE NW 1 /4 OF SECTION 4 LARENOCONGERGROUP.COM
TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN
ADA COUNTY, IDAHO CIVIL ENGINEER
2021
CORINNE GRAHAM, PE
CIVIL SITE WORKS LLC
PO BOX 6059
BOISE, ID 83707
(208) 946-3874
N CGRAHAMOCSWENGINEERING.COM
SURVEYOR
0 60 120 240 360 JEFF BEAGLEY, PIES
SAWTOOTH LAND SURVEYING LLC
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
SCALE: 1" = 120' (208) 398-8104
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- - E BINGLEY LANE (PVT)- - -
IDAHO POWER INFORMATION
PROJECT
CONTACT:
SOPHIA
DURHAM
(208) 336-5355 EXT. 4
SOPHIA®CONGERGROUP.COM
FUTURE PHASES
PHASE 2
9.02
ACRES
51 LOTS
PHASE 3
9.00
ACRES
43 LOTS
PHASE 4
2.98
ACRES
19 LOTS
PHASE 5
6.60
ACRES
39 LOTS
PHASE 6
6.03
ACRES
32 LOTS
PHASE 7
3.07
ACRES
15 LOTS
PHASE 8
8.09
ACRES
21 LOTS
PRESSURE IRRIGATION PUMP STATION (2) 20 HP PUMPS
3-PHASE 640V
NO POLE REMOVAL/RELOCATION REQUIRED
ACHD CERTIFICATE OF COMPLIANCE
THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE
PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND
STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE
ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR
ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM
ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING
VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE
APPROVED FOR THIS PROJECT: NONE.
II 1113 14] 1116
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9
3LOCK 3 8
I 7
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6
I 5
1 4
1
3
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103 102
I -
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54 55
BLOCK 3
W:
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52
51
50
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47 � I_--- a8
-E BELFRY LANE (PVT)
17
19 \
18 \
20 \
BLOCK 3
92 \ ® VICINITY MAP
SCALE: 1 "=1000'
E. LAKE HAZEIRD-_1
U m
Z 0
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m �7
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E. COLUMBIA RD
91
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21
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93
\
90
\
94
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89
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22
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88
95
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5
96
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BLOCK 3
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86
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98
23
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85
99
I
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vaVi
84
100
1 83
- E CEDARHURST LANE (PVT)
1
29
I
S7 1
I
58
72
28
I
30
56
24
25
26
27
1
59
71
1
BLOCK 3 1
I
60 BLOCK 3 70
- E ENGLEHART LANE (PVT)- -
31
I
I
I
I
61
69
62
68
73
63
67
I
64
66
65
74
BLOCK
75
3
76
77
82
81
80
79
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I
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32
I
78
3
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33 1
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34
E VADONIA LANE (PVT)- - - - - 1
I
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46
45 44
43
42
41
4
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--BLOCK3 -
SITE DATA
ADA COUNTY PARCEL #S1404233650/#S1404244250
SITE AREA = ±35.67 ACRES
PROPOSED LAND USE ZONE:
R-8
NUMBER
AREA
%
RESIDENTIAL LOTS
83
18.76 AC
52.6%
EXISTING RESIDENCE
1
3.13 AC
8.8%
PRIVATE STREET LOT
1
3.97 AC
1 1.1 %
COMMON DRIVES
1
0.10 AC
0.3%
LANDSCAPE COMMON LOTS
19
8.06 AC
22.6%
PUBLIC RIGHT-OF-WAY
N/A
1.65 AC
4.6%
TOTAL
105
3 5.6 7 AC
1 00%
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DESIGNED:
C.
GRAHAM
DRAWN:
C.
GRAHAM
CHECKED:
C.
GRAHAM
APPROVED:
C.
GRAHAM
PREPARED FOR:
G20 LLC
PO BOX 593
EAGLE, ID 83616
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CSW PROJECT NO. 19044
DRAWING DATE 11/12/2021
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