VS 25 Site Plan116
.84
'
60.00'
91.77
'
s
Gig Harbor, WA 98335
6622 Wollochet Dr. NW.
OFFICE (253) 858-3636
BARB M (253) 549-3344
SLOPE = 0.1% MIN-
a PERFORATED
PIPE
c�LEVEL
� I LEVEL
VARIES
COMPACT BACKFILL
OR TOPSOIL
2' MEN.
PROFILE
ROOF DRAIN —
OVERFLOW —
SPLASH BLOCK
S' MIN.
SEE RESIDENTIAL SEDIMENT
CONTROL STRUCTURE
DETAIL THIS PAGE
10' MIN.
6" PERFORATED PIPE (4"
ACCEPTABLE FOR SINGLE FAMILY
ROOF DOWNSPOUT SYSTEMS)
WRAP TRENCH ENTIRELY
WITH FILTER FABRIC
4j," -Y,' NON FRACTURED DRAIN ROCK
EQUIV. TO WSDOT SPEC. 9-03, 12(5)
SOLID LOCKING
BAND FINE MESH I
SCREEN TO PIPE
WI S.S. BANDING /--T4'DIA.
BAND PIPE SUPPORTS
TO SIDEWALL W1
STAINLESS STEEL
(SS_) BANDING (2
PLACES, TYP.)
BAND FINE MESH
SCREEN TO PIPE _
Wl S.S. BANDING
RESIDENTIAL SEDIMENT CONTROL
STRUCTURE
NOTE:
SEE TABLE 3.5 IN VOLUME III FOR TRENCH LENGTH.
0 RESIDENTIAL ROOF DOWNSPOUT SYSTEM
ORDINANCE: 2021-xxx
Pierce County
Planning and Public Works SECTION A - 11.1 EFFECTIVE DATE: 7N12021
2401 S 351h St.
Tacoma, Washington 9S409