HomeMy WebLinkAboutS-270602LINE
50" ALLOWABLE MAX -
fr FOR CAST IP,UN PIPE
\ J OR DUCiiLE !RON PIPE i
UTURE
c&Z 4'rc� /�.• 6 _ __ }_V E BUILDING SEVER
2". 4" STUD SERVICE MARKER PAINT UPPER
TEE PITH c _..E -_E- PORTION WHITE ANS STENCIL ON SIDE
mot/ I c YIj7DING "SEVER' WITH 3•" HIGH BLACK LETTERS.
-e- sly[ curxEr rcc z A D q6 ' IRE WRAPPED AROUND THE STUD AND
6" SIDE S V - SEVER
-.lug SEVER WAIN i Ex7ENDED TO THE TOP OF THE STUD.
CONCRETE BLOCKING ANGLE I „NLESS U. HERVISE APPROVED BY THE CITY- MAKE TAP THROUGH CAST
OF TEE AT MAIN OVER 25 IRON SADDLE SECURED TO SEVER MAIN WITH STAINLESS STEEL BANDS
ELEVATION- WHEN CONNECTING NEW SIDE SEVERS -TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE DI PIPE AND Cl
UZ
PIPE SEVER MAINS ARF TO BE CORE DRILLED
HO
E8 OUKSNG
NOTE: • LESS ❑ HERWIS S N L S S SEVER S. J, I HAVE MINI—UM 51 COVER AT PROPERTY
Px-GR�`"` LINE C2 3 5 LOSS.
ELEVATION, WHICHEVER IS LOWER.
_ GIN _r wu s�wE_
HORIZONTAL
` SEWER MAIN
STANDARD SIDE SEWER INSTALLATION
TYPICAL SIDE SEWER ELEVATION 2 (SEWER MAIN TO PROPERTY LINE)
CI
3/ <' SQUARES SPACE? - s -1+
AS INDICATED - HT. 1 /8" - CONCRE TC
0 C 1 , �.,- .I CLASS 3000
0 0 0 0 0 Slur -v �: --
00 000 7
FIBER JOINT
RAISE -1/2" PACKING
VIDE BORDER
to-•
4!5�(718) BEND
2 i
314 "
CAST IRON RING AND COVER rert MATERIAL AS SPECIFIED
BY TIE ENGINEER
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wwP -27- 2706
- _ PLUG TO BE SEALED
? - IY. SAME MANNER. AS
MAIN SEWER JOINTS.
_ __ __ _ ___ --1
3 6 INCH OR 8 INCH CLEAN -OUT
Ci
Z 11.1
J Z
01 a
k;s e cr 0-1 �
;.yS~
=="• -v70 PROP0 ED
NEW 8'
CLEAN -OUT i
!LOT
,,,jiiJt ScwEk
4 +50 4 }00 3+50
�EXST GRADE
5
180,75 LF C900
`LOT 3
SIDE SEWED
EL 2.93,25
— LOT Z
SIDE SEWER
t EL 293.35
.3+00
INV 292.44
- -+ -
Z +50
- 2 4' r 6 FRAME AND LOCKING LI
PER DRAYANG BR29,
ADJUSTING RINGS OR BLOCKS
AS REQUIRED.
. J
C TO 12-..
PRECAST VALVE /
CHAMBER CONE ADAPTOR COLLAR
R.C.P. OR EQUAL —� RUBBER CASKS. \ �\.
- \ � 3t- wIn To .e" unx.
>> e
NOTES SANITARY SHALLOW MANHOLE TYPE B
/ 1. STEPS TO BE 3/4•• 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE IH BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29
- POURED IN PLACE BASE 4 MANHOLE SECTIONS TO AE OF REINFORCED PRECAST CONCRETE
5- OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SANITARY EXTRA SHALLOW MANHOLE TYPE C SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING:
WASSER MC- CONSEAL OR APPROVED EQUAL
COLOR OF COATING SHALL BE WHITE.
r/I = SANITARY MANHOLE DETAILS
LI
RIM EL 295.25 I
INV EL 291,27
+zao
NEW SS M142- 1
EXTRA SHALLOW 1
TYPE G Yr-`
�!
�r
LOT 4
� m
SIDE SEWER
„ate � .,�
EL 292.40
1 +00 O +50.00 O +00
O -20.00 E� �a
q 1
Sf.50
�C900
-0 `.
-INV 7_
LOT 5
INV
SIDE SEWER
i
t EL 29235
2 +00 - 1+50
SANITARY SEWER pR�E�LE
�- I "`=Z0.0' HORIZ-
SCALc. I " =2.0' VERT
i
ROLL 157
T` .T
3 81
[s1
Z
J
c
300
I
I +29�v
ANEW SS MN I L
SHALLOW TYPE B
RIM EL ?_96-15
I 1 + 29y
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\ I NV 291.92 D
?920Z 4 EX5T 55 NH 51 z T
s 270602
INV EL 291,27
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1 +00 O +50.00 O +00
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Pm -AMOVAL
gy P. Lv..,BEZ r �� 5F -7
JAMES E. HAYNES, P.E.
37234 22nd Ave So
f°°—
FEDERAL WAY, WA 98003
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(253) 061 -6794
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