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THE SE 1/4 OF THE NE 1/4, ALL IN
3�
3/R
T 3"
38" MIN.
WIDTH
WHITE POST"
62"
ILL- -
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"
S. PLATT - 404.2
'� 4 .PUBLIC WORI{S SEWER MANHOLE MARKER POST TD
-tC DEPARTMENT
SEPTEMBER 2011
W (SEE dOTE 4) - L M TS OF PIPE ZONE
d [1 L FOR
SANITARY S -AIrR PPE
(SEE NOTE E)
/ C.D. OF PIPE
FOGNDATION LEVEL
B -ODING FOR SANITARY SEWER PIPE
NOTES
ROJ.DE UNIFORM SU?PORT UNDER BAFREL
2 HANC THMP JNO R HAUNCHES
A. COMPACT SFLOING MAIERIAI TO 9 % VAX DF tlS Y EX EPI DRHIILY
OVER PIPE, 1 -.AND T.AV - OHCY --
1 SE'- 'EXCAVATION. AND FR PARAI -N of IRENCH''IN IP SAItITARY
SEWER SECTION OF -HE FTANCA3D 5 °ECFICATON.S FOR TRENCH
ADTH "IN" AvD TRE1ICF!NG OPTIONS. T-1F PIPE 2CN ALL BE THE
ACTUAL RETCH WIDTH
5. TRENCH B.AC'KFILL SHALL CONFORM TC SACK II1l'IC" IN THE SANITAR°
SE'h'EH . SECTION OF "HE "ANCARO S?LCFICAIUI�B,' EXCLPI THAT.
ROCKS OR LUTAP1 LAR R T LPN "' P-R FOOT or PIPE DIAMETER
SHALL NOT BE USED III FE B4 RFILL MATE +IAL
F PIPE ZONE MATERIAL SF-ALL BE F,H.AGEL BA ! ILL FOR DRAFTS" AS
SPECIE C H 11 A.GOR Gi ES ECT.ON OF T E STANDARD
SP °CIF. ATIONS
7. PIPE ILUSI' BE ANCHCRED N SUCF A MANIIER AS TO EINEbR FLOW
LINE IS VAaNTA)NED.
+ PUBLIC WORKS PIPE BEDDING STD. PLAN - 405
DEPARTMENT FOR SANITARY SEWERS .lfaxcH 2008 '
• •V, • ii• • rV • •, •iMi•• V •, uiu
PROPERTY UNE
s
3' -0"
FUTURE
6" BUILDING SEWER PIPE .n BUILDING SEVER
: `2% 4" SND MARKING POST PAINTED
TEE 1NT1 V SIDE CURET 6'X6 -X6' WYE WHITE WITH THE WORD 'SEWER' STENCILED
SURFACE CLEANOUL WITH IN 3" NIGH BLACK IET1Eft5 AND 96 CORE
CAST IRON RING &COVER WRAPPED AROUND THE STUD AND
(EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE 57ID.
2975 OR APPROVED IEDIT
SPECIFY -SEWER ON UD
6^ SIDE KKR AND BUT DING 5 %FR SEE S. PLAN 403.1 FOR
NSTALLATION
ACCEPTABLE PROCEDURES. FOR SIDE SEWER CONNECTIONS TO MAIN
UNES ARE AS FOLLOWS.
A. MWIFIED CI-AY 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 ATH A ROMAC SADDLE (OR APPROVED
EOLjAL) OR CUT IN A NEW TEE USING RIGID COUPUNGS
D. DUCTILE IRON MAIN - CORE - DRILLED 'MTH 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. .DOA
CONCRETE Ny. AAGV µN
BLOCKING �P�1N.ryy M1 cPflE:h, 9U0
WN 2% MIN SLOPE
HORIZONTAL
B" SIDE OUTLET TEE
SEWER SEWER MAIN
5" MIN. MAIN
CONCRETE BLOCKING AN , E TYPICAL SIDE R ELEYAL9A
OF TEE AT MAIN OVER 25
Ft FVATION
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
STANDARD SIDE SEWER STD. PLAN - 408.1
PUBLIC WORKS
�. INSTALLATION:
DEPARTMENT (SEWER MAIN TO PROPERTY LINE) BEPTEMBER 2011
5- 345110
jj / LC CITY OF /RE'N,TON
Approved by�1 Date:
Approved by: Date:
Approved by: Date:
Approved by: Date:
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TRIAD
ASSOCIATES
12112115th Ave. NE
Kirkland, WA 98034 -6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.tdadassociates net
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RICHARD A. Mill PE
PROJECT MANAGER
MARK S HARRISA PLS
PROMECf SDRMOR
RICHARD A. 70111 PE
PRmcT ENGMM
JUMY L COX ASLA
PROJECT LANDSCAPE ARCIDTECf
FIRST SUB110AL DATE: 7127107
SCALE: HOEL-N /A TWUN /A
PEER REVIEW: TOM MATT, PE 12/19/11
tt!51k2
STAW NOT VALID
UNLESS SIGNED AND DIM
JOB NO. 01-047,
SEE NO. 10 of 10
/,10 S 3411S /fV