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GENERAL 10TE5'. /
I.The Intent ollhla desgn is to facilitate Tom removal /
el a catch basin III minimal datum m
of the cons
2. The cepansionall,S ohne
eve colossi
sidto be shall /I
Ee aWin does. de in /
line wrth (hese win /
expan'led jArnls.
I �
� VIS01}E1�IC NEw
kw;PUBLICCONCRETE CURB SM. PLAN — I
PUBLIC WORTS INSTALLATION AT PPROvBAE/
DEPARTMENT CATCH BASINS
2" CCA'.
.2, -O 6" C
03 C
1' 2.5' _ 1' 1'
IMINIM!Nr LAW �M.N VIN
I` 65 ICN.
2" DEPTH CF
GRIND OR SAWCUT AND REMOVE
— 6.5' WIN.
2.5' __ 1 1 _-
MIVNIN NN IAIINWIN
2" CLASS 'B'
CR,.ShED RCCK, FLOWAB_z F11
OR AS REOUIRED 9Y ENG'NEER
- FOR MINIMUM STANDARDS. SEE Mi HR -05,
EP PAGE H032
0
r
cor
por FEDAID: —
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
a
RB OR
V-MFNT
LINE OR
BE
-ACP CLASS -
6' CRUSHED SURFACING TOP COURSE
=ICAL TRANSVERSE PATCH
FOR II PAVEMENT
DOI
A 1.1
UT
pers sounds
�._ vivuA'z
u.. ISOMETRIC VIEW
\1 \
��— SECTION
DETAIL J SOLT-DOWN DETAIL
PUBLTC WORKS RECTANGULAR FRAME SSD. PLAN - 204.00
TO
eV!e DEPARTSICNP MARCH 2008
IN
PRECAST BASE SECTION
PIPEALLOWIANoce
NOTES
mEmAL
TOP
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r This fame is designed W accommodate 20-124' grates or
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x. Pei Rvp holes in Ne home that are semcly Speed ems t
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may
he grate AS cover Arts. Tap each I to accept
Z
14
x °"
ade'-11 NC- Y ought head cap screw_
/}
Loortrn of bolt down holds,aries among different
evT
W
m mensene s,
Oi
1 Reform Standard Spetlficatlm SOTAS 2)for addWonal
\
Jima
redo iements.
SECTION
A
�._ vivuA'z
u.. ISOMETRIC VIEW
\1 \
��— SECTION
DETAIL J SOLT-DOWN DETAIL
PUBLTC WORKS RECTANGULAR FRAME SSD. PLAN - 204.00
TO
eV!e DEPARTSICNP MARCH 2008
IN
PRECAST BASE SECTION
PIPEALLOWIANoce
.1 this
mEmAL
house
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AT KIETALPTI
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III. I'vo -1 Plus
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evT
NOTES
1. As aeceptable aftemal to the mbarsbown In the PRECAST BASE
SECTION, frers(WM da=Wingto Ne StandaNSpeciScWmI or
mezM1 M1avng a mtmmum orad 010.12 apudre InGres parfvd shall
be EwnhminimumrebarshommLha
PRECAST BASE SECTOR as'ioesb sbal not be pommin1ve
krgCMWR
2 Too knocknood I hall IEgaabr Nan20. Krro4oWSMll
have awall Hilt 2 1-AmumIo25'masmm. uPmvideal5'
mo nsue gap Ce.'ween 0a knockaRwall and thv outsto of the ove
prye a irolalled, fill the qap wnh pmt moNr in aanrdance
Mlh SrndardSpolficalia OL4.5.
S. The maxmum depth Iran Pe finished grade to are owed piperved
I be 5.
4. Telr'amv and Dead must the iundefed with the Range down.
In anddowasmay
he social ata rate of114 or reenerver.
S TM oname, deal Is he t de top of the marled I saClYr.
]. Ad Ookup loll loll No 'hossaid lull altar lbs basn has manor madwd.
S.
endam5pored gooleme su ll be si manor nawatlanaa for,
ALTERNATIVE PRECAST MSE SECTION
PLAN - 200.00
oB �e PUBLIC WORKS CATCH BASIN TYPE T _ ___
a�DEPARTMENT ---- \(ARCH 2000
P' TO
LANE LINE
MARKING 7'-6"
STANDARD VEHICLE WHEEL PATH
3" 4.5'
MIN. - MIN. 1/IN.
i L 1" 1' ACP CLASS -
MIN. MIN.
6" CRUSHED SURFACING
2' CLASS '6' TOP COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT,
R GRIND, SEAL WITH EDGE OF CURB & GUTTER,
OR4000W OR CENTER OF LANE LINE
2.5'
AIN, BY ENGINEER CRUSHED ROCK, FILL
OR AS REQUIRED BY ENGINEER
(MINIMUM AC' CLASS 'E' Ar 'B' SHALL BE:
PRINCIPAL/MINCR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS or 'B'.
RESIDENTIAL ACCESS STREETS - Y ACP CLASS 'E' or E.
NOTE:
UPON REQUEST OF ENGINEER. NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR 'PYPTCAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAWINENT TIICKNESS. FOR F=BLE PAgggM f
e�m�m®
e NAepemandes
c wD
to rta R.I.1 Ior pR DWG. NPA',E: HR -03 SP PAGE H032
R-316312
IN CO PLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date: 11-3-1y
BY: Date:
BY: Date:
BY: Date:
c AS SHOWN " PEDESTRIAN PATHWAYS AND PARKING
�� BergerABAM oL� ME" N. 6TH ST. IMPROVEMENTS
JCR \/ �L "OWErrAV
33301 9th Avenue South, Suite 300 n�oo �c�sr[}��° �?�� 0XE 1XO1 DATUM 7✓LJ�-
Federal Way, Washington 98003-2600 Ss>onrAL _PPA''T 'F � all MISCELLANEOUS DETAILS - SHEET 2
(206)431-2300 Fax: (206) 431-2250 d/JP N0. REVISION BY DATE APPR
10/24/14
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