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APPROVED
DATE' 08/22/22
SHEET INDEX
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C0.0
COVER SHEET
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FINAL PLAT SHEET 1
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FINAL PLAT SHEET 2
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C2.0
OVERALL SITE/UTILITY PLAN
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C3.0
GRADING PLAN
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C3.2
DRAINAGE PLAN
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C4.0
AVERIL WAY/TINDARIS AVE PLAN AND PROFILE
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C4.1
CEDARHURST DRIVE PLAN AND PROFILE
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C4.2
PALATINO AVE/ENGLEHART DRIVE PLAN AND PROFILE
C5.0
SEWER LINE A PLAN AND PROFILE
C5.1
SEWER LINE B+C PLAN AND PROFILE
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C6.0
WATER PLAN
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PRESSURE IRRIGATION PLAN
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STREET LIGHT PLAN
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ROADWAY DETAILS
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STORM DRAIN DETAILS
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LEGEND
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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
pi
PRESSURE IRRIGATION MAIN
A
FIRE HYDRANT
SINGLE WATER METER/SERVICE
DOUBLE WATER METER/SERVICE
B.00
2" BLOW -OFF ASSEMBLY
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GATE VALVE
WATER FITTINGS
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SEWER MANHOLE
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CURB INLET
STORM DRAIN MANHOLE
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SAND AND GREASE TRAP
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MONITORING WELL
STORM DRAIN SEEPAGE BED
sa
BARRICADES
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STREET SIGNS
1711
STREET LIGHT
PROPOSED MAJOR CONTOUR (5')
PROPOSED MINOR CONTOUR (1')
EXISTING MAJOR CONTOUR (5')
EXISTING MINOR CONTOUR (1')
2.00%
DRAINAGE ARROW WITH PERCENT SLOPE
CALL BEFORE YOU DIG
CALL DIGLINE INC.
PRIOR TO COMMENCING
UNDERGROUND WORK
Nioiviiba1$b�' (208) 342-1585
Call berore you mg
SURVEY DATUM
HORIZONTAL DATUM BASED ON ADA COUNTY GIS.
ALL ELEVATIONS SHOWN ARE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD 88).
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BLOCK 2
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NOTICE TO CONTRACTORS
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
SKYBREAK SUBDIVISION NO. 2
LOCATED IN THESE 1 /4 OF THE NW 1 /4 OF SECTION 4
TOWNSHIP 2 NORTH, RANGE 1 EAST, BOISE MERIDIAN
ADA COUNTY, IDAHO
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SCALE: 1" = 60'
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DEVELOPER
G20 LLC
PO BOX 593
EAGLE, ID 83616
(208) 336-5355
LARENOCONGERGROUP.COM
CIVIL ENGINEER
CORINNE GRAHAM, PE
CIVIL SITE WORKS LLC
PO BOX 6059
BOISE, ID 83707
(208) 946-3874
CGRAHAMOCSWENGI NEERI NG.COM
SURVEYOR
JEFF BEAGLEY, PLS
SAWTOOTH LAND SURVEYING LLC
2030 S. WASHINGTON AVE.
EMMETT, ID 83617
(208) 398-8104
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ACHD CERTIFICATE OF COMPLIANCE
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BLOCK 2
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E. COLUMBIA
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VICINITY MAP
SCALE: 1 "=1000'
SITE DATA
ADA COUNTY PARCEL #S1404233660
SITE AREA = t11.12 ACRES
PROPOSED LAND USE ZONE:
R-8
NUMBER
AREA
RESIDENTIAL LOTS
62
7.68 AC
69.1
COMMON DRIVES
2
0.15 AC
1.3%
LANDSCAPE COMMON LOTS
10
0.86 AC
7.7%
PUBLIC RIGHT-OF-WAY
N/A
2.43 AC
21.9%
TOTAL
74
1 1 .l 2 AC
100%
IDAHO POWER INFORMATION
PROJECT CONTACT: DIANNE JOSSIS
(208) 336-5355 EXT. 4
DJOSSISQCONGERGROUP.COM
FUTURE PHASES
PHASE
3 9.95
ACRES
51
LOTS
PHASE
4 6.60
ACRES
39
LOTS
PHASE
5 6.03
ACRES
32
LOTS
PHASE
6 3.07
ACRES
15
LOTS
PHASE
7 8.09
ACRES
21
LOTS
PRESSURE IRRIGATION PUMP STATION INSTALLED IN PHASE 1
NO POLE REMOVAL/RELOCATION REQUIRED
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THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE
PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND
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STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE
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ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR
ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM
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ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING
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VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE
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DESIGNED:
C.
GRAHAM
DRAWN:
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HAASE
CHECKED:
C.
GRAHAM
APPROVED:
C.
GRAHAM
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PREPARED FOR:
G20 LLC
CSW PROJECT NO.
22001
DRAWING DATE
06/02/2022
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