HomeMy WebLinkAboutC0.0_Cover Sheet V10
m
0
a
J
U
m
CO.O
C0.1
C1.0
C1.1
C1.2
C1.3
C2.0
C2.1
C3.0
C3.1
C3.2
C4.0
C4.1
C4.2
C4.3
C4.4
C4.5
C4.6
C5.0
C5.1
C5.2
C5.3
C5.4
C5.5
C6.0
C6.1
C7.0
C7.1
C7.2
C8.0
C9.0
C9.1
C9.2
COVER SHEET
NOTES
FINAL PLAT SHEET 1
FINAL PLAT SHEET 2
FINAL PLAT SHEET 3
FINAL PLAT SHEET 4
OVERALL SITE/UTILITY PLAN WEST
OVERALL SITE/UTILITY PLAN EAST
GRADING PLAN WEST
GRADING PLAN EAST
DRAINAGE PLAN
BINGLEY DRIVE PLAN AND PROFILE
BINGLEY LANE PLAN AND PROFILE
CASCABEL LANE PLAN AND PROFILE
SKYBREAK LANE PLAN AND PROFILE
CEDARHURST/ENGLEHART/OPEN VIEW PLAN AND PROFILE
VADONIA LANE PLAN AND PROFILE
EAGLE ROAD IMPROVEMENT PLAN
SEWER LINE A PLAN AND PROFILE
SEWER LINE A PLAN AND PROFILE (CONT.)
SEWER LINE C PLAN AND PROFILE
-�
F
SEWER LINE C+B PLAN AND PROFILE
SEWER LINE D PLAN AND PROFILE
I 1
I
SEWER LINE D+E PLAN AND PROFILE
OFF -SITE WATER PLAN
WATER PLAN
PRESSURE IRRIGATION PLAN
I BLOCK 1
IRRIGATION DETAILS
I
PUMP STATION DETAILS
1
STREET LIGHT PLAN
ROADWAY DETAILS
ROADWAY DETAILS (CONT.)
STORM DRAIN DETAILS
-------
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 04
WATER FITTINGS
Os
SEWER MANHOLE
®
CURB INLET
STORM DRAIN MANHOLE
-o
SAND AND GREASE TRAP
n�
MONITORING WELL
STORM DRAIN SEEPAGE BED
ems
BARRICADES
X T
STREET SIGNS
777
STREET LIGHT
�i2630��
PROPOSED MAJOR CONTOUR (5')
�i2s2s��
PROPOSED MINOR CONTOUR (1•)
EXISTING MAJOR CONTOUR (5)
EXISTING MINOR CONTOUR (1')
2.00X
DRAINAGE ARROW WITH PERCENT SLOPE
CALL BEFORE YOU DIG
CALL DIGLINE INC.
PRIOR TO COMMENCING
UNDERGROUND WORK
NioiviNil$b�' (208) 342-1585
Call berort you my.
SURVEY DATUM
HORIZONTAL DATUM BASED ON ADA COUNTY GIS.
ALL ELEVATIONS SHOWN ARE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
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, PLS
SAWTOOTH LAND SURVEYING LLC
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
SCALE: 1" = 120' (208) 398-8104
\� 2
- - E BINGLEY LANE (PVT)- -
\��� 101
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
„ 1113FI1116
10
9
3LOCI< 3 8
I 7
I
6
I 5
I 4
I
3
I
I
103 102
I -
I
I
54 55
BLOCK 3
AK
I
52
50
I�-
r - _41-
47 � I_ 48
-E BELFRY LANE (PVT)-_
17 \
19 \
18 \
20 \
rBLOCK 3
92 4)VICINITY MAP
\ SCALE: 1 "=1000'
91 21
\
93 \
90 \
94 \
89 22 \\ 95
88 \
I 5 \
96 = \--
87-
97 w BLOCK 3
- 86 N
98 23
z I
g 85 99
u I
U
84 100
I 83 I 29
I
- E CEDARHURST LANE (PVT) I
57 I
I
58 72 28 30 1
56 24 25 26 27
1 S9 71 1 BLOCK 3 1
I
60 BLOCK 3 70 E ENGLEHART LANE (PVT)- - 31
I
I
I
61
69
I
73
62
68
63
67
64
65
66
74
BLOCK
75
3
76
77
82
81
80
79
E VADONIA LANE (PVT)- - - - -
E. LAKE HAZEL RD
E L
=N
U,
Z �
< O
U
00
mU
0
a
E. COLUMBIA RD
I
I
�
z
I
a
32
I
78 w
z
O
33
I
J
34
I
I
46
45 44
43
42
41
4
I
I
--BLOCK 3 -
SITE DATA
PRESSURE IRRIGATION PUMP STATION (2) 20 HP PUMPS ADA COUNTY PARCEL #S1404233650/#S1404244250
3-PHASE 640V
SITE AREA = ±35.67 ACRES
NOTICE TO CONTRACTORS NO POLE REMOVAL/RELOCATION REQUIRED
PROPOSED LAND USE ZONE: R-8
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED NUMBER AREA %
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF RESIDENTIAL LOTS 83 18.76 AC 52.6%
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED ACHD CERTIFICATE OF COMPLIANCE EXISTING RESIDENCE 1 3.13 AC 8.8%
TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF PRIVATE STREET LOT 1 3.97 AC 1 1.1 %
MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE a�rwx�-
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND . COMMON DRIVES 1 0.10 AC 0.3%
STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE
ENGINEER ACKNOWLEDGES ACHD ASSMES NO LIABILITY FOR
UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES INATHE DESIGN. UALL VARIANCES FROM rW1 O LANDSCAPE COMMON LOTS 19 8.06 AC 22.6%
Y
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING � ��'�•• f
OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE �,;PUBLIC RIGHT-OF-WAY N/A 1.65 AC 4.6%
APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. i� ' TOTAL 105 35.67 AC 1 00%
Ul
JWl
o
rn L]00
Lno
o�
�o
v
a00
-
a,
x�
0
ED w
�v
�C,
O�
am
UO
E�
m
M
U
u
w
0
O
U
N
0
DESIGNED:
C.
GRAHAM
DRAWN:
C.
GRAHAM
CHECKED:
C.
GRAHAM
APPROVED:
C.
GRAHAM
PREPARED FOR:
G20 LLC
PO BOX 593
EAGLE, ID 83616
`•,
Z
N
O Q W
Lnn
LU
/ Z
0 LU (n
m 2 af
W
L*n > i
O O
Q U
W
DO
u
CSW PROJECT NO. 19044
DRAWING DATE 11/12/2021
I
35 I
1
I
0 39 38 37
BLOCK 3 36