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302.0 3 PROPOSED STORMWATER MANAGEMENT `\
CG103 C-505 INFILTRATION BASIN #1
° /
302.1' BOTTOM STORMWATER = 295.75' — —
� — a
PONDING = 297.25'
\ �\
NO GRADING OR
DRAINAGE WORK
BEYOND THIS AREA \ \
SEE CD101 & CG102
FOR WORK BEYOND \\ \ \ \ \ ��p \
THIS AREA �� \ \ \ \ J�
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MATCH EXISTING GRADE
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APPROXIMATE AREA TO UNDERCUT LOOSE SOILS TO A
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IN AREA OF INTERIOR FOOTINGS. UNDERCUT SOILS CAN
BE REUSED AS STRUCTURAL FILL PROVIDED
COMPACTION AND MATERIAL COMPOSITION
SPECIFICATIONS ARE MET. REFER TO GEOTECHNICAL
REPORT DATED 29 JUNE 2018 PREPARED BY BUILDING
AND EARTH SCIENCES, INC.
7' / / .1-1r",Il N,
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-/ MATCH EXISTING GRAD
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(-i-) GRADING AND DRAINAGE PLAN - DFAC ADDITION AND TRASH DUMPSTE
G103 SCALE: 1 "=20'
KEY MAP-
CG103
R AREA
NOTES:
1. SEE STORM DRAIN SCHEDULE ON SHEET C-601 FOR
PROPOSED STORM DRAIN PIPE AND STRUCTURE
INFORMATION AND INVERTS.
2. COORDINATE ROOF DRAIN LOCATIONS WITH
PLUMBING PLANS. SEE PLUMBING PLANS FOR CLEAN
OUT DETAIL.
3. CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 3:1
UNLESS OTHERWISE NOTED.
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1 CONCRETE DROP
LC-504 INLET QO \ \
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N
ELEC OUTLET
NOTES:
10
1. SEE STORM DRAIN SCHEDULE ON SHEET C-601 FOR
PROPOSED STORM DRAIN PIPE AND STRUCTURE
INFORMATION AND INVERTS.
2. CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 3:1
UNLESS OTHERWISE NOTED.
3. GRASS DITCH (D#1-D#4) SHALL BE STABILIZED
WITHIN 7 DAYS FROM LAST LAND DISTURBING
ACTIVITY.
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ISSUED FOR
CONSTRUCTION
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of Engineers®
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\
1 CONCRETE DROP
LC-504 INLET QO \ \
P (TYP) %
5001
\ O \ \ \
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NO GRADING OR \
DRAINAGE WORK
BEYOND THIS AREA
\ \ SEE CD101 & CG102
\�, FOR WORK BEYOND
0�?- THIS AREA >�
N
ELEC OUTLET
NOTES:
10
1. SEE STORM DRAIN SCHEDULE ON SHEET C-601 FOR
PROPOSED STORM DRAIN PIPE AND STRUCTURE
INFORMATION AND INVERTS.
2. CUT AND FILL SLOPES SHALL BE A MAXIMUM OF 3:1
UNLESS OTHERWISE NOTED.
3. GRASS DITCH (D#1-D#4) SHALL BE STABILIZED
WITHIN 7 DAYS FROM LAST LAND DISTURBING
ACTIVITY.
�N CARO
SE
4 =
II11\96\2099
ISSUED FOR
CONSTRUCTION
US Army Corps
of Engineers®
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