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L rbr to instnDntbn aF n =nNtary seer ca�,e�5 m,
'rx�m � �� sae - serer per„It ,.,sc be p,rcnnsea srw, the cty aF
� ? � Renton Public Vprks Depwtneni
z. Types o< ppe ana atta,gs mat can be ...sea for scnitory
CASTING INLAND FDRY E 5 shnn be nparwea by me Department of PWilic Works.
OR EQUAL. PT. =714 B g a e� we kets ns spa R'l- by the manuFncLUrer, SEAL WITH AR 4000 AND
( SEE DETAIL 5.I.A. HOUSE HOUSE HOUSE HOUSE be �d °" DRY SAND AFTER PATCHING ` 3. A TAN. gratle of 2% Q /4" per I= must be
�mb,ea m •pipe. In �ewent a zr. grntle
25' aetraen�ttOO me (?iy nna u,e� � u'nis�nu
,3 - -- ADJUSTMENT 4' MIN. •u r
6' pipe nt c grade of i%
CANE lu�lro� aEauWt V + d c" -S5- Slt er, ={R 24 h sFOr inspection
4r�u >wz, s� xczs z �a ana representawe srce .men Mspectotl PATCHED AREA
MORTAR JOINTS smm.c FamT s s rues at tea tore. Sae an stun
i PRECAST _ ' 3'-0" MIN. �,au be es�°aaa uy Ficnuo, s.
1I per sped
• it �a tine lisC: vrtW =tic�l n 1 she house. kts bctar.11
pprovo given br
SECTION a °�°� a Pmai apprp «n3 �! be granted after e ex�ing 1
wE
T. eve
IN J i .� L6, xx " amlrw septic tank tins been „-,mpea opt Pad cored .im snna A A
STEPS - 3/4' DEFORMED BAR ? w� s Instaa sae r .tth z N,m, c',elet ,Ie• -'{
i STEPS SHALL BE INCLUDED 1' -0" OUTSIDE DIA.
r Is nuo.ea at me MuseiF o shano «.
6-I /C'• G IF sae serer stub is rot .v Pble. The a«ner shall C V E R + 2" AG CLASS •'G"
1 CONCRETE BASE BY PIPE INC., w be respo.smle For its Instnnnaon Tl, We se «er —j
rr TYPICAL BUILDING SEWER INSTALLATION PLAN shoat be mw, pf 6•in size. If tee k t
7' MTNt� OR APPROVED EQUAL. a.a awe; tyre s .a,st b ped
t„ st rpm sedate. ul r u
4B' �'1 x Tiff BURLYVEa SS lLVFR DW1 TxE ara et r!ght -oF; a{ hall be done by Bcensetl I-4" CONCRETE
1[a(wL enc[ swu nn varN.l.m tpw- ry irua twnaed con rn tor.
- 'T 'i _ ..... vrc •. 7. I .ark sHau n =cpmplishea m =praabi -
1P)� e <•� mrPU� Heal {h Act. (WI HA) IntlustNn! Safety a.W
. - "
MAX PIPE SIZE 21' LD. n cicumur
& All trench backfAl For side ex i a
1 LADDER -STD. ALUMINUM lire pow= rlyn-z- of -•ar shah consist of s /e•
e a near w
OR GALVANIZED STEEL r 77 .T E ° °1PWG 9. All bWNrig sewer and sore sewers shall hove
MORTAR i t' - a' b aging m n «orannce wttn drn +lag BWtec ar SECTION A -A
FILLET I CONTRETE SHELF z ?; BRdd g avpl(cawe.
PRECAST BASE SECTION ' €9 i s wxLw PLAN PLAN
OR CAST IN SHELF. $� m+ �m E ui s^ s k °IDC BULDING DRAIN
r 6• Li = A�..xx�s. FOR LOW HOUSE
n�
REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER
OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING
e� xme s revo! NP1N CONCRETE BLOCKS.
g"
PLAN REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CL SS 3000 CONCRETE (3/4). FINISH
BUILDING SEWER f.
fit_ JL INSTALLATION PAVEMENT SURFACE WITH 2" OF A.C. CLASS "G ".
SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATIONS SECTION 7- 05.3(1).
TYPICAL BUILDING SEWER
SANITARYMANHOLE SIDE SEWER (PROPERTY LINE) TO BLDG CONNECTION TYPICAL UTILITY COVERADJUSTMENT
TYPICAL DETAIL INSTALLATION PLAN FOR PAVEMENT OR OVERLAY
NOT TO SCALE NOT TO SCALE
(C0 R. STD. DET41L BR28) (C. 0. R. STD. DETAIL BR35) (C.O.RNOT TO SCALE
. STD. DETAIL BR36)
PROPERTY LINE
CL R/W
3' -0" MIN 6' -0" FUTURE
4- 112" WEB 8 PL 6" BUILDING SEWER PIPE I BUILDING SEWER
i /Y' x 3" x 3/8" NGN -SKID
PATTERN CAST INTEGRAL ON TGP
W
STUD SERVICE MARKER PAINT UPPER
° °0 °0 2s -' TEE WITH 6" SIDE OUTLET PORTION - WHITE ANS STENCIL ON SIDE
°O�L�O P +•• r1" I Y WARDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
0 3� AND #6 WIRE WRAPPED AROUND THE STUD AND
I 6" SIDE SEWER AND BUILDING SEWER
16„ Wa EXTENDED TO THE TOP OF THE STUD.
JI a
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
3/ +„ IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
CAP WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
EXISTING SANITARY SEWER (REMOVE) EXISTING SIDE SEWER
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
SECTION A-A EXISTING 6" SEWER A EQUIRFn — -60" ALLOWABLE MAX. PIPE SEWER MAINS ARE TO BE CORE DRILLE➢
STUB (REMOVE TO R /W) FOR CAST IRON PIPE
FRAME (NON - LOCKING) COVER (NON - LOCKING) _�- !\ OR DUCTILE IRON PIPE.
FOR 5/8 " -i1 N.C. x 1 -1/4" 6 "x 4" REDUCER CDNCRETE�
A S.S. SOD. HD. CAP SCREW (3 REQ'D.) `5/8" 3 /e^ �L2„ 1 �.- 6•• WYE sLOCKING
B T
112" TYP. TYP. NON -SKID PATTERN i SEA i J ��' MP NGRE'C
I I 1/8 OR 1/16 BEND _ RI 2% MIN SLOPE
HORIZONTAL
25" PROPOSED 6" SEWER STUB 6" SIDE OUTLET TEE
—I- SEWER MAIN
T - o SECTION B -B I-6" MIN. SEWER MAIN
2" RAISED LETTERS AS CONCRETE BLOCKING ANGLE
RE 'D. SEE NOTE No. 3 BELOW \ OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
`MAIN RUN SIZE / 6" TEE ELEVATION
UNDERSIDE SHOWN FOR CLARITY
3 /+" CORE (TYP.) ON 23" B.C. NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
DRILL AND TAP 5 /8" -i1 NL. _/2" CORE<TYP.> (LOCKING)
ON 23" B. TA P. 3 PL.) PROPOSED SEWER MAIN LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
FRAME (LOCKING) COVER
STANDARD SIDE SEWER
NOTES
1. FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. INSTALLATION
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL,
3, USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), NOT TO SCALE:
SANITARY (SPECIFY "SEWER" >, OR WATER (SPECIFY "WATER "). CC. 0.R. STD. DETAIL 8839)
MANHOLE FRAME TYPICAL STUB CONNECTION
AND COVER FOR SEWER REPLACEMENT
NOT TO SCALE NOT TO SCALE RECOMMENDED FOR APPROVAL
(CO.R. STD. DETAIL BR29) (CO.R. STD. DETAIL BR33) J. -
4�Io� esy L BY DATE.•
BY DA
BY DA T•
A A 3834
IST
law aw3w '0 "R BY DATE:
EXPIRES 07/14/08 BY DATE.•
NA VD 88 GD1HC 1001
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