HomeMy WebLinkAboutS-271507-13 ; cY- 2-NJ-p7 `'C:FIViVt°3J uCV 1'V 1:19.7
6" MIN. -I
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`6" MIN.
+ +,
6" MIN. ��
`6" MIN.
112 BLIND FLANGE AS DAM 1/2 PLUG AS DAM
D.I.P. TEE CL.50
ONE LENGTH OF DUCTILE IRON
PIPE (CLASS 50) TO SOLID TEE
MIN. LENGTH OF DUCTILE IRON
TYPICAL
BEARING WHEN SPAN MANHOLE
IS MORE THAN 4'.
�2" ONE
PIPE (CLASS 50) TO SOLID
BEARNG WHEN SPAN
6" MIN. IS MORE THAN 4'.
FLEXIBLE
FLEXIBLE JOINT
JOINT
BACKFILL WITY. "
BACKFILL WITH
PROPERTY
LINE
COMPACTED MATERIAL �� x
AS DIRECTED BY E a
ENGINEER. £
(U -
COMPACTED MATERIAL
6" MIN. AS DIRECTED BY
ENGINEER.
Z
D.I.P. .50 6" MIN. ¢ ti
5' -0"
WITH MIN. 4
o
IPE M
FUTURE
BUILDING SEWER
SHACKLE RODS
IM
CEMENT CONCRETE CLASS C POURED IN PLACE
CEMENT CONCRETE
90' BEND
2 "x 4" STUD SERVICE MARKER PAINT UPPER
CLASS C BLOCK
J
(TYTON U -651)
I
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
POURED IN PLACE
w
AND #6 WIRE WRAPPED AROUND THE STUD AND
D.I.P. 90 BEND ��TYPICAL MANHOLE
)ING SEWER a
EXTENDED TO THE TOP OF THE STUD.
CL50(MJ X PE) FOUNDATION
CONSTRUCTION CONCRETE ENCASED
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
DUCTILE IRON DROP CONNECTION
IRON SADDLE
SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
DROP CONNECTION
WHEN CONNECTING
NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
3LE MAX.
ON PIPE PIPE SEWER
MAINS ARE TO BE CORE DRILLED
DROP CONNECTION FOR SANITARY SEWERS
IRON PIPE.
ONG
K
NOT TO SCALE
PNC'��8
l•AP'I--GFLf'�
GON 27 MIN SLOPE
iHORIZONTAL
-SEWER MAIN
TYPICAL SIDE SEW:R eLEVA710N
STANDARD SIDE SEWER INSTALLATION
2 SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
oj
M
LEVATION, WHICHEVER IS LOWER.
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0
WER INSTALLATION
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a�
KALE
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EXISTING
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STREET GRADE
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DROP CONNECTION
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FROM WEST
REMOVE CLEANOUT
INV= 31b -42 (VERIFY PR)OR 3 11vo
029 I
C9001 PVC ® 8-48 !
it
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II
�^-�,i SEWED )
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80 "IS C900 PVC ®0 40%
SSMH 2 -.
it
86' --8" C900 PVC ®0.40 %'I
—�
I'I
PROVIDED BY CITY OF RE TON' LI.D '
_ — — — — _ _
— _� - - - — --
STA. +38, 34.94'L
RIM - 32-6 -80- 2 &..
_— --
INV =3i2 -7-'t 3 \�Og '',,,, T_. �____... ISSMH# 3
INV- 3 \2.23
' �' \5 IRIM =324.78' R3Z7 14
STA. SANITARY 5 +7495 3'L
BYCIY OF RENTON PROVIDED
!INV= 316- }5-(W)13111,44
INV= 33+:8Cr N
!INV =3N-7G (S)',
(DATUM ELEV
305+00
3 +00 -
4 +00
5 +00
25TH STIFERNDALE PLACE N.E.
UNDERGROUND SERVICE (USA)
SCALE i " =20' HORIZ
1 VERT.
AVOID CUTTING UNDERGROUND
C�$UPE UTILITY LINES. IT'S
V WAS
s
a cn
COSTLY
Call NOTE:
Call
As— t3 —Q.
RECOMMENDED
APPROVAL
ARE "AS- BUILT"
�
19 @fOP!
� QV EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
d
2MATION SHOWN
y
Al-
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
DI
BY £i ��i�
IEFLECTS EXISTING
11332
�ISrII�9
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS THAT ALL EXISTING UTILITIES nRE s oWN
sags
� -�
ONS AS OF THIS DATE'
d
:MADE
SIGNAL
1-800-424_5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UTILITIES
NOT SHOWN OR UTIUTIEYOUOT SHOWN IN THEIR PROPER LOCATION.
BY
_M ERG PLS -113
FEE E E 11/30/98
CALL
-13 ; cY- 2-NJ-p7 `'C:FIViVt°3J uCV 1'V 1:19.7