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TERRAFORMA
DESIGN GROUP, INC.
CML ENGINEERING & LANDSCAPE ARCHITECTURE
5027 51st Avenue SW Seattle WA 98136
Phone 206.9210590
® webeRe www.teuaformadesigngroup.com
NW 1/4 OF SEC. 13, TWP. 23N, RGE. 5E, W.M., KING COUNTY, WA
VENT, SEE PLAN FOR
SIZES & CONTINUATION
495
490
485
Ff.IfI
475
470
1 GREASE INTERCEPTOR
C6.3 SCALE: N.T.S.
S=359603
3/16/11
PAD ocswxan: PAD s eaazornw ,aea�ec, ;a: CITY OF
° =30'
3.16.7/ aaxm: RENTON
1 REVISED PER CITY COMMENTS PAD 3 16 11 PAD PAD II ors uucn J DATUM
TDG J08# - PERMIT SUBMITTAL PAD 1 2511 PAD cmm. PAD wm OE Planning /Building /Public Works Dept.
10006 NO. REVISION BY DATE APPR "PPea*"' �' RDI""v
495
490
485
480
475
470
0
TO CITY STANDARDS
BRIARWOOD ELEMENTARY SCHOOL
for
ISSAQUAH SCHOOL DISTRICT
17020 SE 134th Street, Renton, WA 98059
SEWER PROFILE
5- 35940.3
1/25/11
SIMILAR TO DE "AIL 3 /103:8
LOCKING & GAS TIGHT MANHOLE B" INSPECTION
Ij'
TEEk
,� PROVIDE CLEAAOUT BOX
FRAME &. COVER, MIN, 24 °0 LD., PVC 'YPE. PIPE
SLOT BOTH SIDES &��
ADJUST TO GRADE (TYP 3) I 1 PVyc,,T)
1
BOTTOM OF VAULT
t
TOP OF MANHOLE DOVER.
FLUSH W/ ADJACENT FLEXIBLE J)
i
J GRADE (1'F'. 3) CONNECTOR
., -CLEAR ACCESS OPENING 1}
i (TYP)
f
1
fI. E �..........
. ;
STRAfGHT TEE
_.___.__
J m
^ , -
NON- SHRINK
1` I
GROUT (1YP)I
�� 1 LEVEL ... ... "IM= 486. 5
��
1: 1
( LEVEL {{_,
°.
I
T
o L6' MIN.
t.
3000 GALLON GREASE
""� INTERCEPTOR. PRECAST
INLET I.
I GuTLET m „
1a
4 12' MIN (TYP } --
,.
N
CONCRETE TANK
PRECAS
PRECA � ._._
_'
_ MIN.
1L I
L_____'._____LL____�
1
IE(61N) =481.E
IE(6 "OUT)=48150
TL
1
4' MIN
��
MIN.. 12" COMPACTED
2/3 LtNGTH
1/3 LENGTH
' "I PEA GRAVEL BENEATH
FILM
NOTES,
- -1.
INTERCEPTOR & MANHOLES SHALL BE RATED FOR H2O LOADING. .,SECTION
2.
SEAL ALL PIPE PENETRATIONS W/ NON- SHRINK GROUT OR CAULKING. VAULT SHALL BE
WATERPROOFED -W /.COAL TAR 'COATING OR EPDXY, OR UTILITY DEPT APPROVED EQUAL.
'3
FIXTURES :SERVED; ONE 3 COMPARTMENT SINK, ONE DISHWASHER; 3 FLOOR RECEPTORS..
4.
INTERCEPTOR SERVED: PER APPENDIX H OF UNIFORM PLUMBING CODE
:INTERCEPTOR
NO OF MEALS WASTE RETENTION STORAGE SIZE
PER PEAK HOUR X Fi OW RATE. X TIME X FACTOR - (LIQ. CAP)
200 X m 6 - X. 2.5 X. 1 - `3000 GALLONS
5.
$ELECTED INTERCEPTOR:. MINIMUM '3000 GALLON CAPACITY; UTILITY VAULT CO. MODEL 612 -GA.
-
(NOMINAL. 3000 GALLONS)
6.
CONTRACTOR SHALL VERIFY INVERT ELEVATIONS 'PRIOR TO BEGINNING WORK.
7
MANHOLES" & CLEANOUTS SHALL HAVE WATERTIGHT LOCKING LIDS & CONCRETE COLLARS
B.
DIMENSIONS SHOWN ARE APPROXIMATE; AND MAY VARY DEPENDING ON MANUFACTURER
9.
CONTRACTOR RESPONSIBLE TO VERIFY PIPING INVERTS AND ELEVATIONS OF GREASE
INTERCEPTOR TO ALLOW PROPER OPERATION.
10.CONTRACTOR
SHALL OBTAN INSTALLATION REQUIREMENTS FROM AHJ AND MEET ALL OF THEIR
REQUIREMENTS.
495
490
485
Ff.IfI
475
470
1 GREASE INTERCEPTOR
C6.3 SCALE: N.T.S.
S=359603
3/16/11
PAD ocswxan: PAD s eaazornw ,aea�ec, ;a: CITY OF
° =30'
3.16.7/ aaxm: RENTON
1 REVISED PER CITY COMMENTS PAD 3 16 11 PAD PAD II ors uucn J DATUM
TDG J08# - PERMIT SUBMITTAL PAD 1 2511 PAD cmm. PAD wm OE Planning /Building /Public Works Dept.
10006 NO. REVISION BY DATE APPR "PPea*"' �' RDI""v
495
490
485
480
475
470
0
TO CITY STANDARDS
BRIARWOOD ELEMENTARY SCHOOL
for
ISSAQUAH SCHOOL DISTRICT
17020 SE 134th Street, Renton, WA 98059
SEWER PROFILE
5- 35940.3
1/25/11