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MOPTAR. FILLET
COLUMBIA BANK - RENTON
THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
MANHOLE FRAME r.N D CO'VER
SEE DRAWING DR29
SP PAGE B D?4-)
AD JUSTh1 EN7 (4R MIN,)
CON E
RUBBER GASKETED JOINTS IN
,4,DDDRDAN GE 'OATH ASTM C— 4-43
STEPS — 3 4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE — 'E'
LADDER — STQ, ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECT10N
OR CAST IN SHELF_
SAI,JITARY 1�-IA'xJHOLE TYPICAL DETAIL
NOT TO SCALE
A
6
O F
d D 1
le
449° Id
45'
D" MIN.
5"I'ti11Pa
24" 1�IN,
21" I.D.
540 tdH
54"
R" Mii IN,
a,5' M IN.
2�" MIN.
2 4'" 1. D.
SC' MH
600
9! MIN-
R' MIN.
42" PAN.
30" 1. D.
U DIML
1. STEPS T€1 BE 3;4r 4 DEFOR> U) BISR GALYANEEd SriFETr' STEPS OR EQUAL
2- 5TEPS ARE TO ME IN PLSLE BEFORE KMHULE SEj'TIONS ARE I1`4ST}1LLED_
M CASTND ?O BE PER ORAMN3 BF229.
4,. WAIJHM-E 9ECTIOM TO BE DF R EI FORM PRECAST Ca4CFETE
EL ALL UONTS SHALL BE CROLrIM
IL SANITARY SEWER WryNWHES SHALL HAYE ALL MTTR IOR SURFACE% P=UDNIG CHANNELING,
COATED (SEALED) I,M TH n H 01 WU DS U RETFLbJ'E C III TI PA H4MSSER. K-APO SH ELD DR.
APPWnEt D EQUAL; DDLOR OF COATIP49 94ALL BE MITE.
?_ RUBBER G49=D ,JONT9 SHALL_ BE " M"IthI94CE WTH ASTM 0-44M
IL H HM4NEL HEIGHT 9H,4LL BE A h7FJWLPA OF .34 THE INSCE OLAHETER OF THE LiLFKEST PIPE.
SL H", 14EIfTIDN!1 M WANHDLE SHILL BE WME IJ9LNC OPF_ ADAPTOR, KKR-N-SEAL L9OLYTi3 OR
APPR VAD EQUAL.
1U, MP)IiOLES EQUAL TO AM) WEffER. THAN 20 FEET DEEP SHALL BE A NPAWIA1 Rom• DIAWETER
,q413 HNJ2 A 'RFETRACK' CH..111Y6MG AND FALL PROTECTION SYSTEW PST Lam,
L_ r a „ �1 N ■
~� - - I r,
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
am
T A C O M A • S E A T T L E
2215 North 30th Street, Suite 300, Tacoma, WA 98403
253.383.2422 TEL
316 Occidental Avenue South, Suite 320, Seattle, WA 98104
206.267.2425 TEL
AHBL JOB NO. 207533.10
RM.HTAwf KUM W E
TYPICAL DETAM
�il`i:Lrt�: mil
S. � T►as8 1/0
�t►
�0.,, 2 STI;g�
Sj346
ONAL��
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUB"TION OF
THIS DOCULIENT DOES NOT DEROGATE FROM RESERVED
OWNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJECT IDENTIFIED N THE TITLE BLOO(
AND IS NOT TO BE USED FOR REPAIR REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PRO.ECT.
i
ILL
1- ALL COVERS SHALL HE LDW. NG LID PER. Ei4ST JORTDAN IRM WDR.KS.
Mr- Na. 3705 (LACKIN61 OR EQUAL.
E FRAWE MO COZIER SHALL BE iA WATER TIGHT AssmeLY.
I USE FRAME AND i* ER FOR STCRW (SPECIre oImw, am w%,nP .
SAMITARY CSPMFV-gµER"), OR WATER (SPECF•Y "WATER").
CL i 0117O RHr."wrotm Ltd G*11n. I DIV; I MOB
G4jr1U/Cj RwAmd rots wd DEtan. ,,pH DWG
1Af17 ld ada.d rcL�. DC11 Aa
LETTERING �F ko�o
o n H o� o
---- --- --- ----
II I I 4 �1
f k
Es,
MANHOLE
FRAME A2M COVER
arf OR RUETW
STA)MAM PLUG
I.9•I U&M- 0+ 04
UKG. NAME: B D74
�l`
SP PACE; BD 4
SURVEYED: SCALE
JWB VERTICAL-NAw 1988
DESIGNED:
PER DETAIL HORIZONTAL• NAD 1983/1991
GCH
DRAWN:
GCH ONE INCH DATU M
CHECKED: AT FULL SCALE
SMC IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
SMC
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
T-
k. _. �.. D a t.
Date
Date
P ROP ER Tf U NE
FUTURE
t1' SUILDNG WATR PPE I OULDM Sehl:R
La
AIT
TEE IMTH 0" SE OUTLET 4 UPPER ' OPTIM I HfTE AJAS SER 011-
LDON
51DE 'IUF4ING '50.M=R' YATH J" HIGH
0 A r LETTERS. AMJD IRE 0RE 4P-AP
AFMHO THE S`TLI❑ AND E INGED TO THE
a TOP OF THE STUD.
6" SIDE gM1ER t+NO BLILOiNG SEIMR
UMJLESS OTHERMSE APPRO'b'ED Eff THE GT'i% LbW.E TAP T147=CH CAST
RM SADDLE SECURED TO SEVJE}� MAtil µITN STWNLESS STEEL BoVilDS
YmEN ammEenwin. mw &DE sE41ER5 TO Er, n-nmG WAIN.
PI IN NRD REINFGR GE12 CONCRETE, 01 PIPE AND CH PIPE !Eti'iIEP
RAINS ARE TO EE QUIRE DRILLED,
WATRFTED CL4'V RPE SHALL PJE CUT AND HAIdE A NLIN TEE
SEO:TIONM IN.
60" ALL.11WABLE M AY-
? FDR CfST I R ON PIPE
5
OR Du CT1LE IRON PIKE._''
1: MAID C
CONCRETE {,�Td�
BLDCICING :S5 ff� �r P+-
" t% MIN ELDPE
5, HORIZONTAL
J DE OUTLET TEE
'—SEINER?' MAIN r
5" MIN- `-5E'AEF. MAIN
CONCRETE 131-002IG r`NQ-IF TYPICAL SIDE SCOER ELEVAIAlfa
OF TEE AT MAIN OVER 2-5
ELEVATION
UtN L�E�S OTHERkMS£ SHt 0.1 DR',! PLMd, SIDE SEWER SHALL HA'v1=
A MI NINIUM 1 5' =-I R AT PROPERre LINE OR 3-6 LO'OEP.
THAN THE LCN E5T H{TJSE EL VA-nON• WHICHEVER 15 LIMER_
RKTRIM12- Mr
l.
50:548DO3
CITY OF
AN RENTON
Planning/Building/Public Works Dept.
r,
d.
1 ii,4.
-
DWIG. NAME: BR77B SP PAIF- B078
COLUMBIA BANK - RENTON H>rTE9/22/08
FIELDS!":
PAGE
DRAWING NO:
SEWER C4.3
NOTES & DETAILS SHED: 11 GF.16
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