HomeMy WebLinkAboutWWP2703451.10POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
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38" MIN.
WIDTH
WHITE POST
62"
II li lI I -I I I
24"
SEWER MANHOLE MARKER POST
SEWER MANHOLE MARKER NOTES:
SEWER MANHOLE MARKER POST SHALL BE EQUAL TO
CARSONITE UTILITY MARKER
SEWER MANHOLE MARKER POST TO BE USED FOR
SANITARY SEWER MANHOLES IN 'UNIMPROVED AREAS.
SEWER MANHOLE MARKER POST SHALL IDENTIFY THE
MANHOLE AS "SANITARY SEWER".
6.- — 404.2'
PUBLIC WORKS SEWER MANHOLE MARKER POST
DEPARTMENT
N : SEPTE'V? 2011
PROPERTY LINE
S-10
� FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
w
z 2"x 4" STUD MARKING POST PAINTED
TEE WITH 6" SIDE OUTLET �6"X6"X6" WYE
} SURFACE CLEANOUT WITH WHITE MATH THE WORD "SEWER" STENCILED
CAST IRON RING &COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE
oEAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND
( EXTENDED TO THE TOP OF THE STUD.
of 2975 OR APPROVED EQUAL,
a_SPECIFY 'SEWER" ON LID,
SEE STD. PLAN 403.1 FOR
6" SIDE SEWER AND BUILDINC SEWER INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE
COUPLINGS (FERNCO OR APPROVED EQUAL),
B. CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN -- CORE DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK -OUTS OR THE
STRUCTURE SHALL BE CORE -DRILLED.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
1: 3:5 MIX
CONCRETE
BLOCKING
GQ`yCFL 2% MIN SLOPE
6" SIDE OUTLET .TEE ��IHCRIZONTAL
SEWER
6" MIN. MAIN SEWER MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN 406.1
DEPARTMENT INSTALLATION
(SEWER MAIN TO PROPERTY LINE) SEPTEM13ER 2011
NT
S =345 120
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CITY OF RENTON
Approved by: _�� Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
1\
TRLAD
ASSOCIATES
12112 115th Ave. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassociates.net
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RICHARD A. TOMNONS PE
PROJECT MANAGER
MARK I HARRISON, PIS
PROJECT SURVEYOR
RICHARD A. TOAIKIHS PE
PROJECT ENGINEER
"FERY L COX ASL4
PROJECT LANDSCAPE ARCHITECT
FIRST SUBMITTAL DATE: 7127107
SCALE: HOBIZ.:N/A YBR MIA
PEER REVIEW: TOM MATT, PE 12/13/11
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j�!!5k,'2--
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NO. 01- 047
SM7 NO. 10 OF 10
(C) 2012 TRIAD ASSOCIATES
ak3�- psi � � 7,349��