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a_ C0.1 NOTES CALL DIGLINE INC. S KY B R EA K SUBDIVISION N O . 1 EAGLE, ID 83616 E. LAKE HAZEL RD 16970
PRIOR TO COMMENCING (208) 336-5355 11-12-21
C1 .0 FINAL PLAT SHEET 1 Knowwbatthelow UNDERGROUND WORK LOCATED IN THE S 112 OF THE NW 1 /4 OF SECTION 4 LAREN@CONGERGROUP.COM C) s�qT
C 1 .1 FINAL PLAT SHEET 2 fall aernreyou dig- (208) 342-1585 �,Q� F OF�� P.ZP
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`n C1 .3 FINAL PLAT SHEET 4 ADA COUNTY, IDAHO CIVIL ENGINEER = uj
J C2.0 OVERALL SITE/UTILITY PLAN WEST 2021 cc
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U) C2.1 OVERALL SITE/UTILITY PLAN EAST SURVEY DATUM CIVIL SITE WORKS LLC
6059
o C3.0 GRADING PLAN WEST BOI BOXSE, ID 83707 m o
370
C3.1 GRADING PLAN EAST HORIZONTAL DATUM BASED ON ADA COUNTY GIS. (208) 946-3874 JW
C3.2 DRAINAGE PLAN N CGRAHAM®CSWENGINEERING.COM O
V) ALL ELEVATIONS SHOWN ARE NORTH AMERICAN '� 0� C4.0 BINGLEY DRIVE PLAN AND PROFILE
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o C4.2 CASCABEL LANE PLAN AND PROFILE SURVEYOR �YJ 00 ' �-,
z C4.3 SKYBREAK LANE PLAN AND PROFILE JEFF BEAGLEY, PLS o p -
p 0 60 120 240 360
cn C4.4 CEDARHURST/ENGLEHART/OPEN VIEW PLAN AND PROFILE SAWTOOTH LAND SURVEYING LLC p m Ld
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C4.5 VADONIA LANE PLAN AND PROFILE EMMETT, ID 83617 N
C4.6 EAGLE ROAD IMPROVEMENT PLAN SCALE: 1" 120' (208) 398 8104 W
z C5.0 SEWER LINE A PLAN AND PROFILE 0
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C5.1 SEWER LINE A PLAN AND PROFILE (CONT.)
C5.2 SEWER LINE C PLAN AND PROFILE r -
cf) C5.3 SEWER LINE C+B PLAN AND PROFILE
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0� C5.4 SEWER LINE D PLAN AND PROFILE I I I 11 12 13 \
x C5.5 SEWER LINE D+E PLAN AND PROFILE I 1 14 15 16 17 19 `
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C6.0 OFF-SITE WATER PLAN I W
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° C6.1 WATER PLAN
BELFRY LANE(PVT)i 1 1
C7.0 PRESSURE IRRIGATION PLAN BLOCK 1 9 20
cn C7.1 IRRIGATION DETAILS
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Ld C7.2 PUMP STATION DETAILS I -� BLOCK 8 1 `� VICINITY MAP
o C8.0 STREET LIGHT PLAN T SCALE: 1"=1000'
U - - - -E BINGLEY DRIVE _ - \ 91 21 \
C9.0 ROADWAY DETAILS I _ 7
1 C9.1 ROADWAY DETAILS (CONT.) I \ ' \ I 1 93 1
\ 1 90 >
o C9.2 STORM DRAIN DETAILS I 1�- --� -���� \ I 6 94 \` 0 0
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z LEGEND N i I `\� \�• i 4 I 96 Q ` Q
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--- --- SUBDIVISION BOUNDARY I 1 \\ 2 \ I 3 1 J
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ROAD CENTERLINE 86
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CURB AND GUTTER I I I Q 85 99 1
8"SSA SEWER MAIN I I I I DESIGNED: C. GRAHAM
103 102 u 84 100 I DRAWN: C. GRAHAM
Li8"W WATER MAIN I I
V <12"SD STORM DRAIN PIPE I I I 1 83 1 29 i CHECKED: C. GRAHAM
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-I - - �E CEDARHURST LANE (PVT) APPROVED: C. GRAHAM
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zz FIRE HYDRANT I 1 57 1 I
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1 SINGLE WATER METER/SERVICE 54 55 56 58 72 I 24 25 26 27 28 30 1 PREPARED FOR:
0 DOUBLE WATER METER/SERVICE
� B O 1 BLOCK 3 1 59 71 I I G20 LLC
Ld io 2" BLOW-OFF ASSEMBLY
BLOCK 3 1 PO BOX 593
® GATE VALVE 60 70 53
EAGLE, ID 83616
BLOCK 3 - E ENGLEHART LANE (PVT)- 31 I
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Q Ti V p& ti ►r WATER FITTINGS I \1
Qs SEWER MANHOLE I 52 I 61 69 > 1
J 74 75 76 77
J ® CURB INLET I I v I
1 51 z 32
U) so STORM DRAIN MANHOLE 62 68 I BLOCK 3 Q
° -o SAND AND GREASE TRAP I 73 7g
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1 82 81 80 79 0 33
STORM DRAIN SEEPAGE BED IDAHO POWER INFORMATION
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BARRICADES __ __ - -_ 1 64 66 1
}� T STREET SIGNS PROJECT CONTACT: SOPHIA DURHAM ` 47 48 65 , 34 I O
0 STREET LIGHT (208) 336-5355 EXT. 4 - - - I - - - - E VADONIA LANE(PVT) - - - - - - i z
SOPHIA@CONGERGROUP.COM
��2630�� PROPOSED MAJOR CONTOUR (5') I 35 I z Z
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0 ��262a�� PROPOSED MINOR CONTOUR (1') FUTURE PHASES O
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w �___,,2EXISTING MAJOR CONTOUR (5') PHASE 2 9.02 ACRES 51 LOTS I
46 45 44 43 42 41 40 39 38 37 1 Ln CL
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//2628� EXISTING MINOR CONTOUR (1') PHASE 3 9.00 ACRES 43 LOTS i 36 I > Z
PHASE 4 2.98 ACRES 19 LOTS BLOCI( 3 BLOCK 3 I W V)
2.00X DRAINAGE ARROW WITH PERCENT SLOPE PHASE 5 6.60 ACRES 39 LOTS I -
PHASE 6 6.03 ACRES 32 LOTS l _ co 2 LU
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PHASE 7 3.07 ACRES 15 LOTS ; >
PHASE 8 8.09 ACRES 21 LOTS
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v) PRESSURE IRRIGATION PUMP STATION (2) 20 HP PUMPS ADA COUNTY PARCEL #S1404233650/#S1404244250 LLI
3-PHASE 640V ce
SITE AREA = ±35.67 ACRES pp
NOTICE TO CONTRACTORS NO POLE REMOVAL/RELOCATION REQUIRED
J PROPOSED LAND USE ZONE: R-8
o CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED NUMBER AREA
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
3: SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
bi RESIDENTIAL LOTS 83 18.76 AC 52.6%
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;
cn 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
0 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
o 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%
N p pn&Cencuucon8uppsmontyBpeelQadene CSW PROJECT NO. 19044
STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE
= ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR ❑� , 0 DRAWING DATE 1111212021
`-' UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM LANDSCAPE COMMON LOTS 19 8.06 AC 22.6%
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING PUBLIC RIGHT-OF-WAY N/A 1 .65 AC 4.6%
0 OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE
APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. •
o ❑■ ., TOTAL 105 35.67 AC 1 00% Como