HomeMy WebLinkAboutS-2060021 :3 :5 MIX
CONCRETE
BLOCKING
PROPERTY LINE
3' -0" MIN. 6' -0" FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
w
2 "x 4" STUD SERVICE MARKER PAINT UPPER
—TEE WITH G" SIDE OUTLET -j PORTION WHITE ANS STENCIL ON SIDE
} WARDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
(if A. #6 WIRE WRAPPED AROUND THE STUD AND
5" SIDE SEWER AND BUILDING SEWER 0- EXTENDED TO THE TOP OF THE STUD.
0
Ile
O- UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN COINNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
j` 6' SIDE OUTLET TEE
S WER MAIN
6" MIN. J CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
PNG� -�B �G ONG
MPy,.GR�'(E
GIN 2% MIN SLOPE
jr HORIZONTAL
4'WER MAIN
ELEVATION
NOTE
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 51 COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
TYPICAL SIDE SEWER ELEVATION
N.T.S.
3/4" SQUARES SPACED - 3/4"
Lu
AS INDICATED - 1/8" HT_
❑ ❑
❑
°❑ ° °
N
CONCRETE
CLASS 3 000
2'�
❑
26
43/ 4 °J
W
�
I
1/8" RAISE - 1/2" WIDE
12,.0
FIBER JOINT
BORDER
1'•
PACKING
1
9,
45° (1 /8)BEND
--
'0
8 3/4"
lb .
- - - --- _
N
\)
PIPE MATERIAL cod
AS SPECIFIED
7
-
PLUG TO BE
- --
7 3/4"
- ---------
SEALED IN SAME
,
8„
MANNER A MAIN
SEWER JOINTS
CAST IRON RING AND COVER
6" OR 8" CLEAN -OUT
N.T.S.
RECORD DRAWING
0
y`��0�Hk'pG.t7 SOURCE OF INFORMATION:
�h ar o L17WL SURVEYDATED9/9Z -2 /ij
CIA � FB -a ZB,�o.51 E F'8f57, ru5. 33-39
- s /sf�g3 DRAWING REVISED BY
284C5 REVIEWED BY
�uTS DATE 3/31 /93
LAIW
� en o193
W W P -60 -2060
24 "x 6" FRAME AND LIP
PER DRAWING BR29.
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL. PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
SANITARY SEWER MANHOLE TYPE B
N -T.S-
6- PRIVA I E LINE SEWER FHOrILE - -- —
CHECKED FOR COMPLIANCE TO CITY'S STANDARDS CITY OF R E N TO N
Wg DOWL DEPARTMENT OF PUBLIC WORKS
WATER UTILITY DATE �°�� ro west' ® 1 N El= Cn S
SEWER DETAILS
FIRE DEPARTMENT DATE •' 8320 16cTH AVE NE REDMOND. WA 98062 -3523 (206) 869 -2670
CALL 2 DAYS
A�pF �FOtSTEtiti�' tl� I I REVISE PER CITY .R.S.T.R. W. 8 20 92 DESIGNED T•RA^• DATE JUNE 1992 FILE NO. 204 -45
PLAN REVIEW DATE BEFORE YOU DIG �SS�DNALE�G� DRAWN s.RS.
1- 800 -424 -5555 CHECKED D.K.S. SCALE NO SCALE FIELD BOOK 28 pACE�
MAINTENANCE DATE IXPIRE9 Q �l. NO. i REVISION BY APPR.I DATE j
APPROVED SHEET % OF !2_
pIgECTOR Of PBBUC —S
—
Lu
PROFLED GRAME
EXIS:� GRADE
N
26
x
W
�
I
--
I
- - - --- _
- - - - - --
-
^ -
- --
- -!
- ---------
-- - - --
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FAR APP
AL
22
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II
I
z
j
I
20
t
II
I
I INV.=
7.49 (E) I
I
j
Li
I
I
I
I
I I
MN
SS
#,
3
MH TYPE
18
I
I
g"
VC
TC
- _; Z
-03
--
L�
iNI/
20.41(8"
PVC W)
WAND
16
0 +00 1 +00 2 +00 1
IL It
6- PRIVA I E LINE SEWER FHOrILE - -- —
CHECKED FOR COMPLIANCE TO CITY'S STANDARDS CITY OF R E N TO N
Wg DOWL DEPARTMENT OF PUBLIC WORKS
WATER UTILITY DATE �°�� ro west' ® 1 N El= Cn S
SEWER DETAILS
FIRE DEPARTMENT DATE •' 8320 16cTH AVE NE REDMOND. WA 98062 -3523 (206) 869 -2670
CALL 2 DAYS
A�pF �FOtSTEtiti�' tl� I I REVISE PER CITY .R.S.T.R. W. 8 20 92 DESIGNED T•RA^• DATE JUNE 1992 FILE NO. 204 -45
PLAN REVIEW DATE BEFORE YOU DIG �SS�DNALE�G� DRAWN s.RS.
1- 800 -424 -5555 CHECKED D.K.S. SCALE NO SCALE FIELD BOOK 28 pACE�
MAINTENANCE DATE IXPIRE9 Q �l. NO. i REVISION BY APPR.I DATE j
APPROVED SHEET % OF !2_
pIgECTOR Of PBBUC —S
—