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3
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PROPERTY LINE
SIDE SEWER STUB BUILDING SEWER
TO PROPERTY LINE
o z �
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J
rTEE- 2 "x4" STUD SERVICE MARKER
wI PAINT UPPER PORTION WHITE
zI AND STENCIL WITH 3" HIGH
-' BLACK LETTERS WORDING 'SEWER"
AND AS -BUILT DEPTH OF STUB
OUTLET TO NEAREST TENTH
0' -CAP SIDE SEWER STUB
a
6" SIDE SEWER AND BUILDING SEWER
PLAN
25' MAX ANGLE WITHOUT
CONCRETE BLOCKING
/ - 2. MIN SLOPE
HORIZONTAL
SEWER MAIN
TYPICAL SIDE SEWER
ELEVATION
TYPICAL SIDE SEWER
DETAIL g
SCALE: 3/4 " =1' -0
NOTE:
SIDE SEWERS SHALL BE LOCATED IN THE FIELD BY
THE CITY OF RENTON
SECTION WHERE OVERLAY REQ'D SECTION WHERE OVERLAY NOT REQUIRED
NEW AC
PAVEMENT CL "B" AC PATCH 3 "MIN
1" CL "B" AC MIN OR 1" GREATER THAN EXIST
MATCH ORIGINAL
raenr Alin cl nor /f-SEAL SAW CUT LINE
EXISTING AC 6"
PAVEMENT MIN
TYP
AS -BUILT INFORMATION PROVIDED
BY INCA ENGINEERS, INC.
ROBERT S. CUSTER
-- I I E I 1 I I Y / I
6" OF 5/8" CRUSHED ROCK
LIMITS OF TRENCH
AC PAVEMENT RESTORATION
DETAIL B
SCALE: 1 1/2"=1 _0
o
60' ALLOWABLE MAX
FOR DUCTILE IRON PIPE
CONCRETE /
TYPICAL TRENCH SECTION
BLOCKING
CITY OF
STD 1:3:5 5 MIX MIX
N�
/
f z
i� a
HORIZONTAL
NOTE:
UNI ESS OTHERWISE SHOWN
ON PLAN, SIDE SEWER
6" 6' SIDE OUTLET TEE
SHALL BE BUILT SO THE
INVERT ELEV AT THE CENTER
OF THE BACK OF THE HOUSE
CONC BLOCKING ANGLE
IS 5.5 FT BELOW HOUSE ELEV
OF TEE AT MAIN OVER 25'
ELEVATION
25' MAX ANGLE WITHOUT
CONCRETE BLOCKING
/ - 2. MIN SLOPE
HORIZONTAL
SEWER MAIN
TYPICAL SIDE SEWER
ELEVATION
TYPICAL SIDE SEWER
DETAIL g
SCALE: 3/4 " =1' -0
NOTE:
SIDE SEWERS SHALL BE LOCATED IN THE FIELD BY
THE CITY OF RENTON
SECTION WHERE OVERLAY REQ'D SECTION WHERE OVERLAY NOT REQUIRED
NEW AC
PAVEMENT CL "B" AC PATCH 3 "MIN
1" CL "B" AC MIN OR 1" GREATER THAN EXIST
MATCH ORIGINAL
raenr Alin cl nor /f-SEAL SAW CUT LINE
EXISTING AC 6"
PAVEMENT MIN
TYP
AS -BUILT INFORMATION PROVIDED
BY INCA ENGINEERS, INC.
ROBERT S. CUSTER
-- I I E I 1 I I Y / I
6" OF 5/8" CRUSHED ROCK
LIMITS OF TRENCH
AC PAVEMENT RESTORATION
DETAIL B
SCALE: 1 1/2"=1 _0
o
TYPICAL TRENCH SECTION
TYPICAL TRENCH
i� a
SECTION
io
z
12
i
I
CONCRETE CUTOFF
it
it
III I
�y
g
MIN I
I
i
DAM CL "C" CONC
H
— FILTER FABRIC MATERIAL
I
12*
MIRAFI 10OX BIDUM OR
y y
L
-9�-44
J MIN
I I
EQUIVALENT
I
fl
"
iV
II
`o
III III
STAPLES OR WIRE
H
8 "S DRAIN
RINGS (TYPICAL)
1.1
4" PIPE
" x 2" x 14GA
PLAN
SEE NOTE 10
SECTION
I !
//I
/
12
WELDED WIRE
H FABRIC
2" x 4" 4' oc
OR EQ
CONCRETE CUTOFF DAM
iW
DETAIL 5
II II
II 16
II II
0
NO SCALE
!I
II
/BURY
II II
II II
II
I!
BOTTOM OF FILTER
If II m
11 WASHED 11 i
i14
DUCTILE IRON TEE
I
FABRIC MATERIAL ON
I ! GRAVEL I I
MJxMJxMJ
II
8" x 8" TRENCH
3/4' -1 1/2" it
TRANSITION
I I
I I MINUS
DUTILE IRON PIPE ON COUPLING
SEWER
U
U U
UNDISTURBED SOIL TO FIT
LINE
PLUG MJ WITH GASKET
SILT FENCE
BOTH CUT IN HALF
ELEVATION
SILT FENCE
18"
DETAIL 5
MANHOLE WALL
SCALE: 3/4 " =1' -0
° CLASS C CONCRETE
REVIEWED
FOR COMPLIANCE WITH CITY STANDARDS
DUCTILE IRON 90' BEND
MAPE
PLAN
REVIEW
NOTE:
DATE
DROP PIPING TO BE SAME
TM_ per %pA E!�
SIZE AS INTERCEPTED SEWER.
DROP PIPING WITH
BLOCKING PER
WASTEWATER
COMPACTED
COMPACTED MATERIAL AS
CITY OF RENTON STANDARDS
DIRECTEDBY ENGINEER.
CEM CONC CLASS B 1 1
� - � (- /2)
CITY OF RENTOP
t
DEPARTMENT
OF PUBLIC W
SIERRA HEIGHTS
DROP STRUCTURE
TYPICAL
SECTIONS AND DETAI
___ - TI)--- DETAIL
Brown �Y� ®�!
O� Caldwell Vfi■
1
GEN.
REV.
RBG
MVO
_2 92 DESIGNED:
L. MILLER
DATE: JAN 1992
FILE NA!
"
Consultants
DRAWN:
CADD TEAM
SCALE:
SCALE: 3 /8 =I' -D
Seattle, VVOSITlfI(jtOfl
APPR.
CHECKED:
DATE APPROVED:
AS NOTED
B. GATZ
m,.ec.w. v wmic "wcx
FIELD 90C
SHEET:
NO.
REVISION
BY