HomeMy WebLinkAboutR-4214233COLUSgn Envelope
ET
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SEE NOTE I
SEE NOTE 1
PIPE ALLOWANCES
LMYJMVM
PMEWTERIAL
INSIDE
MAM
REINFORNEDOR PLAINz1FR
ALLMETAILPIPE
IF
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IV
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iD.INGG.BoNge
' CORRUGATED POLYETHYLENE$TERM
NOIEB:
1. AS ACCEPTABLE ALTERIATNES TO THE REBM SHOWN
X THE PRECONST BASE SECTOR. FIBERSSPECIFI(PLACID IN
ACCORDANCE WITH STANDARDONSOM), OR WINES PER FOOE MESH
NCHT A MIALLB6 UM AREA OF
0.12 THE MINIMUM REOURED WAR SHOWN IN THE WITH
ALTERNATIVE PRECAST BASE SECTOR, MARE MESH
SHIMILL NOT BE PLACED IN THE KNOCKOUTS AS AN
N IN
TH
E GULAR ADJUSTALTERNATIVE MO THE ENT SECTION MESH
HAVING A MINIMUM AFF)h H NE OF 012 SQUARE INCHES PER
FWTMOYBEUSED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
TRANSIT KNOCKOUTS Y NIMVNT02FMAXWVMp PRWIDEVE A pIiVTHICKNESS
OF
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUREDE OF THE AFTER THE IPE IS INSTALLED.
FRTHEEGGUY THI JOINT MORTARPN ACCORDANCE WITH
STANDARD
SPECIFICATION SHOP .3.
& THE MAXIMUM DEPTH FROM THE FINII GRACE TO
THE LOWEST PIPE INVERT SCALE BE 5 FEET,
THE FPM@ AND GRATE MUST BE INSTALLED WITH THE
ROUND DOWN
& THE PRECAST BASE BECTVJN MAY HAVE A ROUNDED
IH�OAND THE RSTEE A MAY BE SLOPED AT A RATE OF
PHEOSITE PEN ING SHALL E MEASURED AT THE TOP OF THE
BE GROUTED FULL AFTER
INLET HAS BEEN PLACEDLVSEGROUTTYPIES OR THE
STANDARD SPEDILNWTON e On SIG) EVnTH
8, ALL GRADE RINGS AND CASUNGIJ SHAUL BE SET IN
SECIFPO.TNPLOASPECIFICATION GV4.3TI N NTH STANDARD
TO INSIDE
FTDBES OUT OUTSIDE OF All JOINTS, RINGS, RISERS, AND
NNfCFRoECN. LED PER
VANES wTIIOS
BY
PING UNTIL FRAME IS RU HPAVEMENT
WITI PAVEMENT AS
EXTEND INE WITH A STRAIGHT EDGE OF HFFICI ENT
LENGTH
REMAIN VISIBLE LINES COMPLE9pNME FLUSH AND
STD. PUN-2DD.OD
VRJ PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT wGAZ m> 9/28/20 DA E
CATCH BASIN TYPE 1
DETAIL �1
SCALE: NTS
60% SUBMITTAL
R7, S1'A
By I APPB I BATE
45 AI
DOLUSgn Envelope ID: GEECF5B"O2A4E4A-8436-A317AA638878
NOTES:
1. NOSIEPSAREREOUIREOWHENHEICM IG4'UNLESS.
2. THEWROMOFTHEPREWSTCATGHBASUNWYBE
LICENSED TO FADILTATE
& THE RECTANGULAR CLEANING. FRAME AND GRATE MUST OE
INSTALLED NTH THE FLANGE DOWN THEFFULMEMAYBE
CAST IWO THE ADJUSTMENT SECTION
4 KNOCKOUTS MAY HAVE A WALL THICKESS OF 2-
MINIMUM TO 2 FMAJOHMOM BETWEEN THE EEOUTSIDE OF THE
JOINTPIPE AFTER THE PIPE IS NSTALUEDFILLTHEGAP
MORTAR KNOCKOUT N ACACCORDANCE WITH STANDARD W TH
SPECIFICATION BN.3.
& ALL SERVED RINGS, RSEMSENND SAVINTH NGS SHALL BE SET
I N MORTAR IN ACSPECIE CATION ARMS S
CONNNECTOR(KORXG TOLERSEALSOOTINTINCORnu ATEN)PIPE
REOPEN OR ESMTINGPIPYUVAID SEAFEHCO)N CONNECTING LAROFO
AN
T, MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS.
& FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL MEANS IS FLUSH NTH PAVEMENT AS
DETERMINED EDGE A STRAIGHT EDOF SUFFICIENT
LENGTH
P ALL REMNXW BLE UPON COMPLETION TRIMMED
FLVBXANO
SECTIONIM'OSECTpNSMAX.)
BEVIDING PER MOMENT STO,
SPECIFICATION SECTION ISO 12MI
CAI BASIN DIMENSIONS
EATON BASIN
DIAMETER
MIN. WALL
TI KN
MIN. BASE
THICKNESS
MAJUMMUM
XNOCNOUFSI3
MINIMUM
DISTANCE
BETWEER
KNOCKpTb
HE
IV
Y
SIT
Jr
ME
47
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Y
BE
ID
Or
UP
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IT
120-
IT
IT
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17
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IND
12-
PIPE ALLOWANCES
LCX BASIN
PE MATERIAL NMAEIMY
MAMETER
CONOMME
ALL METAL
CPBBPPC
WALL
FIRDIFILE WALL
ING
X.
SO
SIP
BYSOLID
54
AT
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SIT
OF
SV
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42-
4Y
12+
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OF
48-
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TV
AT
BY
43'
4Y
POLYETHYLENEAV
SIpiM9 ER PIPE DUE.. SPEC. OFF 20)
' STO. SPEC, SOLTGU
SPEC. AIDS TT¢)
CATCH BASIN TYPE 2 �0 PLANZol.00
PUBLIC WORKS
tv DEPARTMENT GAZ 9/28/201MBE
.;acobs
CATCH BASIN TYPE 2
DETAIL
SCALE: NTS
r
METRO PROJECT ENGINEER
Wa1SIBR Envelope ID: 6EECF586NO2A-4E4A-B436-A31]AA83B8]8
UNPAVINDAREAS
PAVEMAREAS
KNEXOT AID SPEC IRS TO 9S%0 MAXIMUM DENSIIYMVACIED
M
WPOOT$To.CWIN.IS),DA NS RUN
GRAVEL FOR H Seh -2 PER
BORGW PCOMEER SWEET TO 96%OF
S EC BN tilryl.
NOTES;
GEE WSOOTIAPNA STANDARD SPECIFICATIONS SECTION JOE4 FOR
MEASUREMENT OF TRENCH MUCH.
2 DESCRIBED IN WATIONS CHAAPTER ER 20S DEEP 55 PART LL NO THE NTH WITHE SAFETY STANDARD
3, MAXIMUM BACKFILL DEPTH ABOVE PIPE SMALL HOT BE EXCEEDED, AS
DETERMINED BY IPE MANUFACTURER
IN PAVED AREAS, IF PIPE HAS LEN THAN$ OF COVER, USE CRUSHED
SURFACING TOP COURSE' FEW THE ENTRE BACKFILL DEPTH ABOVE
5. SEE CONSTRUCTION PUNS Pon SPECIFIC PROJECT REOUIR MENTSIEZONE.
�• DEPARTMENT
PUBLIC WORKS
ATYPICAL TRENCH AND BACKFILL
I �7C
P. ENG
King County
METRO
ENILECT110:
E00568E18
�N
5
TYPICAL TRENCH AND BACKFILL
DETAIL r1
SCALE: NITS
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
DRAINAGE DETAILS
4OF8
SURFACE
9/28/2018 1
AI
NOVEMBER 2021
1 DRD.04
Pxxseecl
R-4214233