HomeMy WebLinkAboutR-398813NE 1/4OFS32, T23 N, R5 E, W.M.
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BOLT —DOWN HOLE (TYP.)
- 518.. 11 INC, SEE
❑£TAIL & NOTE 2
TOP
SECTION
R EQ ESSFD ALLEN
HEAD CAP SCREW
GFU TE
1-0
NOTES
T. This frame Is designed to accommodate 20" x 24' grates or
cauers
2. Provide two holes In the frame that are vertically aligned witty t
he grate or cover slats. Tap each hole to accept
a 518" - 11 NC x 2" alen tread cap screw.
Location of bolt down holes valles arlong different
manufacturers.
s. Refer to Standard Speciflcallon 9-05.15(2) for addlonal
requirements.
ISOMETRIC VIEW
v
1 $IEy" FRAME
9
'v
2 112"
SECTION
DETAIL BOLT-DOWNDETAIL
STD. PLAN — 204.00
PUBLIC WORKS RECTANGULAR FRAME
DEPARTMENT
MARCH 2O08
J IQ
N 1505 Westlake Ave. N.
M Suite 305
W Seattle, WA 98109
RECTANGULAR FRAME
24"
m
BOLT -DOWN SL(
o DETAIL AND Not
A X4' 1 V2"
h I r
39-R -SEE NOTE
SECTION
3j4` DIAM. HOLE
1fi2' DIALM. HANDLE
SECTION (C ]
+ r PUBLIC WORKS
:+ DEPARTMENT
5f
BOLT DOWN BLOT DETAIL
sEE NOTE I
SECTION
NOTES L�
1- Provide two slots In the cover that are Vertically allpiled
with the holes In the frame.LoTation of bolt -dawn Jots
vales among different rllanufactUrers.
1. Alternative reinforcing designs are acceptable In
lieu of the db design.
3. Refer to Standard Spealticatlon N05.15(2) for additional
requirements
2 4. For Frame detalls. see City of Renton
Standard Plan 204-00.
RECTANGULAR SOLID
METAL COVER
180METIMC
STD. PLAN — 204.10
MARCH 2008
RECTANGULAR SOLID METAL COVER
NTS � � / NTS
DUTFALL TO STREA
TOP
NOTES
1• Provide W slots in the grate tl-at are vertically aligned with the holes in the frame.
Location of bolt -dawn slots varies among different manufacturers.
2. Refer to Standard SpedAcaflon 9-05.15(2) for additional requirements.
I The thickness of the grate shall not exceed 1 5,18".
4. Urless otherwise specified, vaned grates shall be used with standard frame
In the travel way. gutter or shoulder. Vaned grates shall not be located
within crossroads. Use vaned grates along rolled curtks-
ISOMETRIC
%1 OC r - SEE QETAJL
AND NOTE 1
309' (9mn1) Rf=QE=s3ED
LI=TTEONG
rah
1 714'
s
BOLT DOWtIM SLOT DETAIL
SEE NOTE T
PUBLIC WORKS RECTANGULAR STD. PLAN — 204.44
+ .« DEPARTMENT HERRINGBONE GRATE
MARCH. 2008
ollllll � �- � Illluo ollllll � �- IIIIIIII
IIIIIIII ? � Illlllu IIIIIIII � � Illlllu --- � �
1 • 1� j Dipi ���� j DiliWWI
RECTANGULAR HERRINGBONE GRATE
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NTS
VERTICAL• NAVD 1988
HORIZONTAL• NAD 1983/1991
DATU M
TRAFFIC RATED CAST IRON
GL{rAN OUT DOX WV€R CAST
NEON VALVE BOX OR PDUaL --
PAVE D AREA
t;dL TirIHT 4
'p9EF17
wrl:
SOIL T1T.`NT
COUPLER
UNDERDRAIN PIPE
SEE Nora t -
• � �, ���dIIVNII
TOOVERFLOW - -
$'TMUCTURE QR
BTOHM LdA1N
MECHANICAL PLL1GOR C014rN4LFG
UNpERDFLA74 COt1NEGTrOx
TYPICAL. CL .MOAT CONFIGURAInON
TRAFFIC RATLU LOMNG CAST 1RQN UD
OR VALVE WX"R WANUFACT1IRER
RECOMMENDATTOHS SEE NUTS 2
LANDrtaLPJNG
EXTEND UEANOUT
r ABOVE DUMN PONDNG
ELEVAtON OR PER PLAN —
t7 DESIGN PONMNG
ELEVATION
9
ti r It Z r T3nCtt
COMbCTLETE COLLAR
AGG vALVE &DX WENfi18N
OR .5O L PIPE AS NECE55ARY
70 ACCOWOVAtEOD OF
MIER PIPE
FERNM OASKETED
GUTS CAP OR SIMILAR
#" ;♦iIR{RAIiIIfED C�SBLF S
PRR yARiDOT 443 11t}I
CLEANOUT TOP LOCATED WITHIN
QIORETENTION PONDING ARIA
NO'TM
1 LMIDEMUN PIPE PR STOPLAN 26200 Ol MFTER TD BE &INCHES MIX PRIVATE. WhC}I#S M N PUBLIC
2 CIEANC T COVER TO BE L4CTRtN0 WIH ALLEN MEAD GMT. LMTMLED -DRAIN CLEANCU7'-CLEANOUT,' 'CO." OR SIMILAR
GENERAL NOTES:
1 VNDERORA'NS FOR 51Di4ffNA IER FAOLIT(U SHALL HAVE AN ACCF 55 PpiNT ICLEANOVT ORAERVATQN PORE. OR
OVEWLCV4 STRuCTWRE}AT EACH fNe IUYD A *40uio W EVERY IiX FEET DF PIPE
2 CLEANOUT PPE SMALL BE SAWS SrtE AND WATEMAL AS U}NDERORWN PIPE
3 OXWOLr'1 SMALL DE RarALLCO TD AU_CW FOR YIARNTE"14ME ACCESS TO ALL PIPES
4 ALL YITTI04S SMALL IE SOL I WTT
5 rAEAM' tKP AMR TOP SMALL RE LOCATED OU tgldE OF FACWTY UNLESS APPROVED QIHERLH.9E. AND QVTSIM QF pl-, Vy'I
AREAS wMIEAE P053186E
UNLESS OTHFII W ISE NO TOG, MAVW NG rt *DT
STD. PLAN - 22.5.DD
ti PUBLIC WORKS AP RM
DEPARTMENT STORMWATER FACILITY CLEANOUT am& ,R)
ENGINEER'S RECORD
DRAWING CERTIFICATION
SEE SHEET CV-1.0 FOR SIGNED ENGINEER'S
RECORD DRAWING CERTIFICATION NOTE
CITY OF
RENTON
Planning/Building/Public Works Dept.
CLEANOUT
NTS
R-398813
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RENTON DENTAL ARTS
17816 108TH AVE SE
RECORD DRAWINGS
STORM DRAINAGE DETAILS
9
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DATE: Q
04/12/2019
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