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ALTERNATE: PROVIDE ROCKERY OR
"ALLAN WALL" TYPE TO REDUCE
CLEARING, I V
CLE G GRADING AND SOILS REMOVAL
AL
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�tPACT THE FLOOD VOLUME. WALL AS
I APPROXIMATELY HOWN S APPROXI A ELY 206 LF
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LINE AFTER LLA.
20 0 i9 20
( IN FEET }
1 inch = 20 ft.
su SCALE.
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DESI�,faEO:
DKS
)KS 017-05-05
017-05-0r15DRAWN:
DKK 2017-43-23ryry CHECKEO� ONE INCH
.r FULL SCoi,E
KS IF 307 ONE INCH
BY DATE APPR AM1011M SCALE ACCOMNOLY
WRi1CAL: NAVD 1988
HORIZONTAL NM 1993/1991
DATU M
NOTES:
1. SEE DRAWING 6.0 FOR TOPO SECTIONS 'A' THROUGH 'J'
2. SEE DRAWING G1.0 FOR AREAS.
3. PORTION OF EXISTING STORMWATER PIPE AND STORMWATER
ELEMENTS WILL BE RELOCATED TO ACCOMMODATE THE PROPOSED
BUILDING EXPANSION PROJECT.
PRIVATE STORMWATER PIPE AND PRIVATE STORMWATER FEATURES:
STORMWATER FLOW CONTROL FACILITY: PERMEABLE ASPHALT PAVEMENT
STORMWATER FLOW CONTROL BMP: PERMEABLE ASPHALT PAVEMENT
FLOW CONTROL BMP PROVIDED = APPROX 25,0008F
WATER QUALITY FEATURE. PERMEABLE ASPHALT PAVEMENT (WHERE SOIL
IS TESTED ADEQUATE FOR WQ OR REPLACED WITH AMENDED SOIL)
WATER QUALITY BMP PROVIDED = APPROX 25,0045F
SOIL [DUAN II IIES:.
CUT: 1 672 CUBIC YARDS (2257 TONS)
RELOCATED FILL: 554 CUBIC YARDS (748 TONS)
NET SOIL REMOVED: 1118 CUBIC YARDS (1509 TONS)
SOIL:
ORIGIN OF FILL: RELOCATED ON PROPERTY.
DESTINATION OF SOILS REMOVED: TC BE DETERMINED BY CONTRACTOR
IOTE- ALL NEW PAVEMENT SHALL BE PERVIOUS ASPHALT,
ALll CITY OF -
+I# REN TON
1
Planning/Building/Public Works Dept.
NOVAdyne
Civil Engineers
Seattle 425-753-1869
Portland 971-295-6"1
Dons)@novadyne.us
Established 1983 Anchorage Seattle Portland
R-3914-004
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