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MORTAR FILLET
COLUMBIA BANK - RENTON
THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, KING COUNTY, WASHINGTON
Fr1,8.N HOLE FRAME r' N D WvE?
SEE DRA,'MNG DR'51
I,SP R.�.E BD 7 4
,4,DIJUS-PiiErkIT f4" MIN,
CONE
RUBBED CASKETED JQIr,•JTS Ir'.J
,4.CGOP. .-M%J CE '44A TH A aT?d C— 443
STEPS — ./ 4" DEF0Rf,'1ED BAR
STEPS SHALL BE I r-4CLUDED
CONCRETE RISER BY PIPE Ir.'Jc.,
OR APPRO''.;ED EQUAL.
PIPE SITE — 'E'
LADDER —STD. .ALLUNII I'lU M
OR OAL'',11".NIZZED STEEL
CONCRETE SHELF
PREG,!!.ST BASE SECT10r--J
OP. CAST IN SHELF_
C'.J I T,�, F' ,%.I ` XA C'�1 H O LE T'r`'P I . , L D E T,4 1 L
r',JOT TO SCALE
112Ld
1 a h
I C F
d a
4480 N1H
4-5-
0- PAIr'J.
5'r511fIl
24" PAIr'a.
?1- I.D.
540 MH
540
13" MIrd.
5.5' t0J.
' 4" r,11r-a,
7-4" I.D.
500 NIH
800
Rw MCI IN-
Bw MI hJ.
42" mir .
30" 1. D .
uama_
1. STEPS TO BE 3; 4. o D E FORA D 90R. G PL'.'Ar4 E E d FPi FETr' STEPS OR EQUAL
51EP5 rtRE TU BE 1 N P LkLE BEFDR E KP14 H 4 LE SECn ON 5 PP.. E I N STiLL LED_
T.i C AST1MO iD BE PER MAW?* BR29.
4_ W A FJH CLE 9 E OTTOtd3 TO HE OF Imo] 4FU P. CM P PECA 4T COr4 CF&TE-
SL ALL JONTS SHALL BE W-CLRELL
!SAW RY' 9E1AER WNHOFES 3HAILL HAW .4L FiTERIOR SURFACES, WCLUDNG CHANNEUNG,
CQ P.M (SF.�) I.N TH A H MH SOU DS U I E7} 4)f C IDA TI N tit k01—M R IA r-A.?CS S1 I ElD OR
APPRMED EQUAL' DOL01R OF COATI1I49 SA LL EE '.41•IRE
RUSHER GASPJEnD JONT9 SHALL HE FO =FQPhiN4CE 'OATH A5TM C-443-
EL CHA14NEL HOCHT SHALL BE A h,1MJWLAI 4F J-'4 THE Ir9CE 0LkWETER 13F THE LARGEST RPE.
i C"14ECnUM M WJI14HOLE SHALL BE WADE IJ9mr. cF4_ AuF-TDR, Y:OR—N—SEAL BODTS OR
APPP.Vv'ED EQUAL
113. IA011 O LE# EQUAL TO A W GFEi TER TH 014 20 FEET DEEP 3H AU BE A N I hJ W AI Or D Lyili EIER
N4D HAVE ,A CI-108NG 94D FALL PROTECitOt1 91STEW FiSTALJEIS,
1 . M.
1 - ' 1
Civil Engineers
Structural Engineers
Landscape Architects
Community Planners
Land Surveyors
Neighbors
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
RECORD NOTE
SWnTAW >ril>, M=
TYPICAL DETAIL
05/19/09
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED
ON INFORMATION SUBMITTED, IN PART, BY OTHERS.
WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,
AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR
ERROR OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THIS DOCUMENT AS A RESULT.
THOSE RELYING ON THIS RECORD DOCUMENT ARE
ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
AHBL JOB NO. 207533.10
5. l2—of
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pF AASgl�C OIL
0
SIGNAL
NOTICE
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE. PUBUCATION OF
THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED
OMNERSHIP RIGHTS IN IT. THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJECT IDENTIFIED RT THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, REMODEL OR
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
Rol
P401ES;
1. ALL CINT:RS SHALL IE LD0IWG LID PER EAST JORDAN IRCN 'i1UR.IcS.
INr— 1`14, 37W (LDCh:IMJGj 4R EQUAL.
E FRAWE i440 COVER SHALL BE iA TINTER 11CHT ASMUBL'i'.
3, USE FPPIAE AND C fft MR STCRW (SPECIF'r wDRPJN" ❑N CCNI Pj,
SX41TAR'f (SPMrr' 'gµv?"), OR t4ATER (SPECF( "WATER").
_n
n,
.1-1—-21_11
€5'
JL02,THOLE
FRAME A24 D COVER
•1. r ' 1a r
D'KIGIG NAN1 E: B D 7 4
SP PAGE: B D74
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
P PCP ER TT' U rf
t
FUTURE
V' S UI L D PI G WAIT PPE - I BU LD W Sehl: P
2-1 4" STUD SER'JCE h115P.f+:ER PAJhJT
TEE '.w TH in" 5 DE ❑ UTLE T � UPPER P OIRTM1 'W H rFE Ate 5 STE W L Cti
51DE 'AURDING '5EiNER' PATH J" HIUH
ED P 0: LETTERS. A)JD OE URE ',W- PPED
AP_KWHO THE SM❑ A YJD =— NDED TO THE
a TOP OF THE STUD.
Q" !9 FE s£ M.v , 1440 BULL N 0 g14ER
UMJL_ESS OTHERYASE APPROWD EP( THE 0ri% ML3N:E TAP T},1PKUCH CASE
R(N SADDLE SMURED TO SEVER. M.tMrd 4NTH ST.Nr4LESS STEEL 111WS
WHEN M4NECT NG HEW SIDE SEWERS TO EV1STING
PLf1MJ AND REINFGRCED C&JU;E E, DI PIPE AND M PIPE SEYO;t
WAJ045 PPE TD EE QUIRE DHLLED.
41TRFlED CLAN RPE SHALL BE CUT AND HAVE A NUN TEE
SECTI0NED IN.
ALL01AI.ABLE MAl '
FOR CYST IRON PIPE
;::'} • OR DU OTILE PON PIPE.
CONCRETE
BLOCKINO
h.11r'J �LC]PE
HaPlON rAL
6" 9 EE OUTLET TEE
6~ M,tlf'J_ SEW=P rdAIra SE'J4ET? h.1a;lhJ
CONCRETE BLO(IING ANGLE T•IPICAL SIDE SCOER ELEVATION
OF TEE AT 61AJ h O'ER 25
ELEIVA111001
['J O TE:
UtdLE'SS OTHERIAISE SH01101 Of'J PL;td, SIDE SEIA-EP SHOL-L HA:v1=
A MdI NINIIJkl ? 5' OO'k-ER AT PROPERT•r' LIM•JE OR 3-6' LOVER
THAN THE L90;E5T HOUSE ELE'1f,LTI0N. '0.111IOHE'4IER 15 LIMER_
DIM. rdw11E: 50?B SP PAGE: 8078
S=348006
SURVEYED: SCALE:
ON'°" AD 119� COLUMBIA BANK — RENTON
JWB HORIZONTAL NAD 1983/1991 CITY 0 F
DIESIO,m: PER DETAIL
GC"
DRAWN:RENTON
�
GCH ONE INCH DATU M
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SEWER
SMG IF NOT ONE INCH
REVISION BY DATE APPR APPROVED' SCALE ACCORDINGLY NOTES & DETAILS
$MC
DATE
5/19/09
REDO":
PAGE:
DRAWING NO:
C4.3
SHEET. 1 OF.1 C
Ali-'INNINN', A A