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EXTENSION
SE 132ND STREET - PUBLIC SANITARY SEWER
A PORTION OF THE SE 1/4 OF THE NW > 1/4 OF SEC. 14, TWP 23N., RGE. 5E., W.M.
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CITY OF RENTON, KING COUNTY, WASHINGTON
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2' -0"
1/2" WEB 8 PL
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3/4" SQUARES SPACED — 3/4" CONCRETE
AS INDICATED — HT. 1/8° I :_, _; CLASS 3000
❑ ❑ ❑ 1' -0"
❑ 1_1 ❑ ❑ ❑ X1/2 I
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�� 1/2" x 3" x 3/8" NON —SKID PATTERN
CAST INTEGRAL ON TOP
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a �ppp p 25 -1/4.,
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24" 1 „
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RAISE -1 /2” FIBER JOINT
WIDE BORDER PACKING
�-- 1 -1/4"
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1"
23 -1/4„
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FRAME (NON — LOCKING) COVER (NON — LOCKING) 33 -1/4"
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45° (1/8) BEND
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FOR 5/8"-11 N.C. x 1 -1/4" SECTION A —A
PIPE MATERIAL AS SPECIFIED
A S.S. SOC. HD. CAP SCREW (3 REQ'D.)
B 3/8„ 1 3/8
BY THE ENGINEER
1 -1/4 1/2� 2„ �5/8,
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r 5/8"
1/2" TYP TYP. NON—SKID PATTERN
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1 -7/8" NP. 1 „, SEAT I� h-2 1 /2"
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25"
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2" RAISED LETTERS AS
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REQ'D. SEE NOTE No.3 BELOW SECTION B-13
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UNDERSIDE SHOWN FOR CLARITY
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15 " - - -�
15" II I PLUG TO BE SEALED
3/4" CORE (TYP.) ON 23 " °8.C.
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IN SAME MANNER AS
DRILL AND TAP' 5/8"-11 N.C. 1-1/2" CORE (TYP.) (LOCKING)
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CAST IRON RING AND COVER If I MAIN SEWER JOINTS.
ON 23" B.C.(TYP. 3 PL.)
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— — — — — — —
NorE: - - - - - - --
FRAME (LOCKING) COVER (LOCKING)
—9, �I cc
N UNIMPROVED AREAS POUR 1' -0" THICK 6 INCH OR 8 INCH CLEAN OUT
NOTES: MANHOLE FRAME AND COVER
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2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND �q,Y p ADOPTED
RING AND COVER. CITY of RENTON
1: FOR NON— LOCKING USE OLYMPIC FOUNDRY No. MH -30 OR EQUAL. ��Y p ADOPTED
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL CITY OF RENTON
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING + +
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), + +
as
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. p— = STANDARD PLANS
IST DATE: 12/96
SANITARY (SPECIFY "SEWER ") OR WATER (SPECIFY "WATER "): �— STANDARD PLANS
F N. j O LST DATE: 12/96
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10/17/96 Added notes. DCV AG
DATE REVISION BY APPR'D DWG. NAME: BW18B SP PAGE: B076
10 17 9 : Edited notes: D. AS
DATE REVISION 8Y APPR DWG. NAME: BR29 SP PAGE: B074
ALL 90' TURNS SHALL
4" CLEANOUT WYE WITH BE ACCOMPLISHED BY MEANS NOTES:.
45' BEND AND PLUG. OF A. WYE AND 45' -BEND.
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TWO 45' BENDS SHALL NOT 1 P to installation of try ect on,
z z z de pp t t b p eha.ad from the City of
BE ACCEPTABLE. R ton:P bl W rks D rt ent.
2 T ry
yp of h I I ditti that t c b used for a s 'ta proved by the Dep t
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Rubber o k s as specified by the manufacturer,
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1 ¢shall
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HOUSE a HOUSE HOUSE a_ HOUSE 3 A minimum q d of -2% (1/4 per foot) ) s t be
maintained with 4 the event 2% ads
be t
VERTICAL DATUM
cannot maintained: m st
d t the Cy d then install :
PPe at grace of 9
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NAVD —$$ -
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a F pet f a u za n
in d one 277 5570. st m t b dy for inspection
NORTH AMERICAN VERTICAL DATUM OF 1988
- PER KING COUNTY DEPARTMENT OF PUBLIC
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" BEND AS REQUIRED _ 4" SEWER PIPE d pre t try t when p
NO MORE THAN 45' BEND). a (TYPICAL) sat pa' t d tm 5d s t
p d b
[g ) 4' SURFACEI I hall be't std p Ca sp rF tons
SEWER NOTES 2: AND 3. o
:WORKS
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EVERY 2ND CHANGE IN MI Make the et n---t th h D t b ckfill
< DIRECTION S GRADE WILL b W CLEANOUT q" TEST TEE WITH MINIMUM LINE: SIZE FOR OTHER THAN
E SIZE R OTHER
REQUIRE A SURFACE WYE the ditch until p val g by': th p t r.
PLUG FACE UP - SINGLE FAMILY 1S 6"
CLEANOUT WYE- 4" CLEANOUT (TYPICAL) Fpti tank h been beg pumped and filled t with sand.
l PROPERTY LINE 1 WYE WfTH PLUG _I- PROPERTY LINE 5 Install id With 2 minimum e 18'
_ _ _
- r n d tune n f ant shallow. :
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BENCHMARK
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� THE ELEVATIONS AND CONTOURS SHOWN. HEREON
Of
EL
re:
6 MIN. "z 4" REDUCER c>
z = s If de se tub not bl Th hall
(TYPICAL)
ARE BASED UPON A PROJECT SPECIFIC ASSUMED
be re ppn bl f to Installation. rn d r
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DATUM, AND ARE NOT RELATED TO ANY
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MAIN SEWER LINE shall be: fi If t not
available, the a angst b t ppea
thm '. cast saddle. All work wit h n
PUBLISHED VERTICAL CONTROL NETWORK:
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TYPICAL BUILDING SEWER INSTALLATION PLAN street anded contahan be done by a liceneea
SET AN ONSITE TEMPORARY BENCHMARK: NAIL
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7 Nl k. n n b c 1 n d cardance
z 4" SOIL PIPE nth the Washin toncInd steal safe and
- z IF THE BUILDING SEWER SERVES ANY FIXTURE g Safety
- 4" CALDER COUPLING x a4 HAVING FLOOD LEVEL RIMS LOCATED BELOW THE Health Act (wlsittn)
o - OR EQUAL TO FIT o ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER
z o 8 All trench restoration f d the
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IN W. SIDE OF PP. NEAR NE. PROP. CORNER.
'ELEVATION: — 122.32
FEET.
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current t
;n— SURFACE CLEANOUT - OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION ght af- y. hell f t to most t trench
' o z DEVICE SHALL BE INSTALLED EQUAL TO TYPER 2 -84. sto,. tron requirements as shown. on dwg.. #HR- 23.
° 4 "x 4 "x4' WYE I o
m in 9 Al building aside sewers shall have
Add i d with drawing BW18C or
EQUATION FOR THE CITY OF RENTON DATUM IS
THE RIM OF THE EXISTING SSMH AT 152ND
AVENUE SE & SE 132ND STREET ELEV= 458.72
m gin
4" PIPING BR09 applicable.
'EQUALS 105.98 (CRONES RELATIVE DATUM)
4' "z 4 "z 4" TEST TEE 4" CALDER COUPLING
0 10 There shall b minimum 10 foot horizontal seperation
w FACE UP AND PLUGGED z w OR EQUAL TO FIT b t e try a sewers and water services and a
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CONTOUR. INTERVAL:. 2 FEET -
mm mu
w mss feet horizontal separation between sanitary side
p 4" NIPPLE m SURFACE CLEANOUT sewers and Q other utilities.
6 "x 4" REDUCER m 4 "x 4 "x4' WYE
COUPLING TO FIT
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END 6" PIPE
WO j I z REMOVE 2 "x4" STUD AND CAP OR PLUG PLAN — TYPICAL BUILDING SEWER —
BUILDING DRAIN
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o� m ON END OR EXISTING 6" SEWER PIPE.
¢ - FOR LOW HOUSE SIDE SEWER (PROPERTY LINE)
a- 1 AND INSTALL BUILDING SEWER COUPLINGS,
REDUCER, TEES, AND BENDS AS REQUIRED.
TO BUILDING CONNECTION
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PROPERTY, LINEI � INSTALLATION PLAN
I - -SEE SIDE SEWER DETAIL
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°� Ld 6" PIPING TO 6' -0" ADOPTED
Z BEYOND PROPERTY LINE CTFY OF RENTON
6" SIDE OUTLET TEE
- CHECKED FOR COMPLIANCE CIVIL ENGINEERING & PROJECT MANAGEMENT'
'¢w CALL FOR LOCATIONS BEFORE YOU DIG
sa o / SEE NOTE 6 SEWER MAIN
o rn 48HR LOCATORS 1- 800 - 424 -5555 STANDARD PLANS
IST DATE: 12/96
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TO CITY STANDARDS 1945 SOUTH 375TH STREET Bus: (253) 815-1700
CALL 48 HOURS �zZg- -
�Igpp{ ®1 FEDERAL WAY, WA 98003 (253 815 -1701
a PLAN
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BEFORE '..DIL1 Date 9oz6otONAT.Qnl� ^( bschweikl�omcosfnef
BUILDING SEWER
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Date
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— 11 --ll— INSTALLATION
DATE REVISION BY APPR' DWG. NAME: BR35 SP PAGE: BO82
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1- 8- :00- 424-5555 / /0B
Date A _ N N (\ I.N /� A