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oG20 LLC W FRANKLIN ROAD
CALL BEFORE YOU DIG AVA N I SUBDIVISION NO. 11
Po BOX 593
C0.0 COVER SHEET EAGLE, ID 83616 16970
(208) 336-5355 7-12-24
co.1 NOTES CALL DIGLINE INC. LOCATED IN THE SW 1 /4 OF THE NW 1 /4 OF SECTION 15 LAREN®CONGERGROUP.COM ® oF�OP�°
C1 .0 FINAL PLAT SHEET 1 PRIOR TO COMMENCING �Qj�
F Q3UNDERGROUND WORK TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN NE M.
� C1 .1 FINAL PLAT SHEET 2 K�Call���yo dI9_ (208) 342-1585 ADA COUNTY, IDAHO
`" C2.0 OVERALL SITE/UTILITY PLAN CIVIL ENGINEER o
J C3.0 MASS GRADING PLAN NORTH 2024 0
cn C3.1 MASS GRADING PLAN SOUTH CORINNE GRAHAM, PE N
CIVIL SITE WORKS LLC a
o C3.2 DRAINAGE PLAN N PO BOX 6059 Y
C4.0 MOSHOVA AVE TRAQUTAR WAY PLAN AND PROFILE SURVEY DATUM BOISE, ID 83707 Q
w / (208) 946-3874 1 J
C4.1 MINARET STREET PLAN AND PROFILE CGRAHAMOCSWENGINEERING.COM � �W O
co HORIZONTAL DATUM BASED ON ADA COUNTY GIS. L y
C4.2 BISCUITROOT STREET PLAN AND PROFILE o �= D s'
C4.3 BLACK CAT IMPROVEMENT PLAN w �1r� on r"
ALL ELEVATIONS SHOWN ARE NORTH AMERICAN o
VERTICAL DATUM OF 1988 (NAVD 88). 0 30 60 120 18o SURVEYOR Elul � M
wo C5.0 SEWER LINE A PLAN AND PROFILE C) co M
z C5.1 SEWER LINE A PLAN AND PROFILE (CONT.) .. JEFF BEAGLEY, PLS W x
o SCALE: 1 = 60 0
cn C5.2 SEWER LINE B+C PLAN AND PROFILE SAWTOOTH LAND SURVEYING LLC m U) U
N 2030 S. WASHINGTON AVE. 0 - o
C6.0 WATER PLAN EMMETT, ID 83617
w C7.0 PRESSURE IRRIGATION PLAN L'i
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(208) 398-8104 m fu
w C8.0 STREET LIGHT AND SIGNAGE PLAN 1NrERsrgTE s4 a
r_ C9.0 ROADWAY/SITE DETAILS
3: C9.1 STORM DRAIN DETAILS
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" VICINITY MAP
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LEGEND
BLOCK 5 I a \ \
z - - SUBDIVISION BOUNDARY
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PUBLIC RIGHT-OF-WAY
C - ROAD CENTERLINE BLOCK 5 4 a-
26
LOT LINE I0 0w
ZERO SETBACK LOT LINE 15 14 13 12 11 10 9 8 7 6 5 3 2 1
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3 LOT NUMBER I 25
Li SITE DATA a
CURB AND GUTTER N z
8"SS> SEWER MAIN I ADA COUNTY PARCEL #S1215233650 o z
WATER MAIN BLOCK 1 cn 24 - _ _ W. BISCUITROOT STREET SITE AREA = f 1 1 .88 ACRES o
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_ <12"Sp STORM DRAIN PIPE
PROPOSED LAND USE ZONE: R-15
<12"GIRR GRAVITY IRRIGATION PIPE I 23 7 7
zo 4"PI PRESSURE IRRIGATION MAIN I 6 I NUMBER AREA O
Q A FIRE HYDRANT 6
2z 17 16 15
SINGLE WATER METER/SERVICE Q I 14 13 1z 11 to g RESIDENTIAL LOTS 68 6.12 AC 51 .6% w
DOUBLE WATER METER/SERVICE 0
Q 5 5 BLOCK 3 COMMON DRIVES/ALLEYS 3 0.51 AC 4.3%
DESIGNED: C. GRAHAM
o B.00 2" BLOW-OFF ASSEMBLY u 21 d BLOCK 4 I LANDSCAPE COMMON LOTS 10 2.75 AC 23.1% DRAWN: L. HAASE
w ® GATE VALVE Y Z
cn U ~ 18 J 8 4 j I CHECKED: C. GRAHAM
4 V Ji ti ►� WATER FITTINGS Q
4 8 PUBLIC RIGHT-OF-WAY N/A 2.50 AC 21 .0%
m 20 Q APPROVED: C. GRAHAM
z Qs SEWER MANHOLE vi I I >> TOTAL 81 1 1 .88 AC 1 00%
® CURB INLET I I BLOCK 4 3 kn 3
so PREPARED FOR:
STORM DRAIN MANHOLE 19 19 20 21 22 23 24 25 26 27
G20 LLC
o o SAND AND GREASE TRAP
� O MONITORING WELL 2
2 PO BOX 593
� EAGLE, ID 83616
z i i STORM DRAIN SEEPAGE BED 18
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BARRICADES I W. MINARET STREET 1
J X T STREET SIGNS 17 - I
STREET LIGHT
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0 3o�� PROPOSED MAJOR CONTOUR (5')
� ��262s�� PROPOSED MINOR CONTOUR (1')
BLOCK 1
J EXISTING MAJOR CONTOUR (5') I 14 13 12 11 10 9 8 7 6 5 4 3 2 2 3 4
v EXISTING MINOR CONTOUR (1') 16 15
w 2.00% DRAINAGE ARROW WITH PERCENT SLOPE d
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BLOCK 2
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NOTICE TO CONTRACTORS
IDAHO POWER INFORMATION Q
oCONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED PROJECT CONTACT: JAMES NEYLAN
0 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF (208) 336-5355 EXT. 2
I- CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; JAMES@CONGERGROUP.COM
(n THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO ACHD CERTIFICATE OF COMPLIANCE FUTURE PHASES
C) DEFEND, INDEMNIFY AND HOLD THE ADA COUNTY HIGHWAY DISTRICT, THE CITY OF
N
MERIDIAN, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PHASE 2 8.44 ACRES 72 LOTS
o OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. PREPARED IN SUBSTANTIAL CONFORMANCE WITH ACHD POLICY AND PHASE 3 5.02 ACRES 44 LOTS
N STANDARDS IN PLACE AT THE TIME OF PREPARATION. THE Ell ❑� PHASE 4 8.37 ACRES 70 LOTS CSW PROJECT NO. 19005
= ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR DRAWING DATE 07/12/2024
`-' UNAUTHORIZED CHANGES OR USES: THE DESIGN CONSULTANT PREPARING THESE PLANS ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM
WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING OFF-SITE PRESSURE IRRIGATION PUMP STATION
o OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE LD-RSU B-2024-0014
0 APPROVED BY THE PREPARER OF THESE PLANS. APPROVED FOR THIS PROJECT: NONE. NO POLE REMOVAL/RELOCATION REQUIRED Como